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North 7th Avenue Lighting Improvements - 2012
CONSTRUCTION DRAWINGS FOR NORTH 7TH AVENUE LIGHTING IMPROVEMENTS - 2012 � August 2012 BOZEMAN , MT -N- RECORD DRAWING /,90 HAVRE LIBBV G:GOW (DECEMBER 2013) • OJECT L C INW OAK ST •KALISPELL CONRAD • OILS N ®®®® GREAT FALLS LEWIS OW GLENDIVE PREPARED BY: W �P MISSOULADEER EEEE E • LODGE HELENA MORRISON Engineers®MEME ® ®® MILES CITY � Surveyors HAMIL N• gryq scientists' • dd MAIERLE,INC. Planners ® ®®®® n BUTT BILLINGS IM 0 An Employee-Owned Company ' URS E -N- L INGSTO 2880 Technology Blvd.W. Bozeman,MT 59718 N Phone:RIGH O MORRISO Fax:(406)92013 E DILLON COPYRIGHT®MORRISON-MAIERLE,INC.,2013 ME M IN I PROJECT LOCATION LOCATION MAP ® MAIN s° NO SCALE VICINITY MAP SHEET INDEX SCALE: 1°=5000' SHEET TITLE COVER COVERSHEET G1 GENERAL NOTES,LEGEND&ABBREVIATIONS G2 SURVEY CONTROL SHEET EO.1 ELECTRICAL NOTES EO.2 ELECTRICAL DETAILS K EO.3 ELECTRICAL DETAILS I S w' \irT� ¢ ' _ E0.4 ELECTRICAL DETAILS 0.1 E EO.5 ELECTRICAL DEMO PLAN-STA 23+00 TO STA 53+00 IST R G EO.6 ELECTRICAL DEMO PLAN-STA 53+00 TO END E1.1 ELECTRICAL PLAN-STA 23+00 TO STA 34+50 EL2 ELECTRICAL PLAN-STA 34+50 TO STA 46+50 E1.2M ELECTRICAL PLAN-STA 40+50 TO STA 46+50(A.B.) APPROVED BY: EL3 ELECTRICAL PLAN-STA 46+50 TO STA 58+50 E1.4 ELECTRICAL PLAN-STA 58+50 TO END KEVIN D. 4ACOBSEN C1 CIVIL PLAN-STA 33+00 TO 43+00 Project Manager C2 CIVIL PLAN-STA 43+00 TO 53+00 C3 CIVIL PLAN-STA 53+00 TO END C4 CIVIL STREETSCAPE DETAILS SET NO. MMI PROJECT NO. 0417.063 N:\041]\063\ACAD\SHEETS\RECORD DRAWINGS\COVER.DWG PLOTTED BV:COOPER KRAUSE ON 12I2=.. GENERAL NOTES: LEGEND I. STANDARD SYMBOLS AND LINE TYPES ARE SHOWN IN THE LEGEND.SOME SYMBOLS OR LINE TYPES SHOWN MAY NOT BE SHOWN ON THE PLANS. 2. IN GENERAL,EXISTING STRUCTURES AND FACILITIES ARE NOTES AS"EXISTING"AND ARE SHOWN IN LIGHT LINE EXISTING FIRE HYDRANT EXISTING BUILDING WEIGHTS OR AS SCREENED BACKGROUND.NEW STRUCTURES OR FACILITIES ARE SHOWN IN HEAVY LINE WEIGHTS. EXISTING WATER VALVE EXISTING BUILDING ROOF CONSTRUCTION NOTES: O EXISTING SANITARY SEWER MANHOLE EXISTING CONCRETE I. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS SD ® EXISTING STORM DRAIN FACILITIES EXISTING CURB FACE STANDARD SPECIFICATIONS,6TH EDITION DATED APRIL 2010; THE CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION DATED MARCH 2011;THE MANUAL ON UNIFORM TRAFFIC M OT EXISTING FIBER/TELEPHONE FACILITIES EXISTING CURB FLOWLINE CONTROL DEVICES,2009 EDITION DATED DECEMBER 2009;AND THE PROJECT SPECIFICATIONS. `a 5® C) © 0 EXISTING ELECTRICAL FACILITIES EXISTING TOP BACK OF CURB 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING STREET CUT PERMITS,IF NECESSARY,PRIOR TO CONSTRUCTION. © EXISTING GAS FACILITIES EXISTING PARKING STRIPE 3. ALL PAVEMENT MARKINGS TO BE COMPLETED USING WATERBORNE PAVEMENT MARKING PAINT. 4. ALL CONSTRUCTION RELATED TRAFFIC SHALL BE ROUTED TO AND FROM THE SITE VIA COLLECTOR AND/OR ARTERIAL ® EXISTING WELL EXISTING ASPHALT ROADWAYS SO AS TO KEEP CONSTRUCTION TRAFFIC OFF LOCAL ROADWAYS. EXISTING TRAFFIC SIGN EXISTING GRAVEL EDGE 5. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS(OSHA)SAFETY EXISTING TRAFFIC SIGNAL EXISTING SIDEWALK STANDARDS.IF REQUESTED BY THE INSPECTOR,THE CONTRACTOR SHALL PROVIDE PROOF OF A PERMIT FROM SAID DIVISION. EXISTING CMP CULVERT PROPOSED BUILDING 6. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS.MATERIALS AND EQUIPMENT ————————————— EXISTING RCP CULVERT PROPOSED CONCRETE SHALL BE STORED ON THE PROJECT SITE WHERE APPROVED BY THE OWNER.IT SHALL BE UNDERSTOOD THAT THE RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF EQUIPMENT AND MATERIALS ON OR NEAR THE SITE WILL BE --ESD-- EXISTING STORM SEWER MAIN PROPOSED CURB FLOWLINE ENTIRELY THAT OF THE CONTRACTOR AND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER BY REASON OF ANY ES-----ES--- EXISTING SAN SEWER MAIN PROPOSED TOP BACK OF CURB ACT OF AN EMPLOYEE OR TRESPASSER. 7. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION.ANY DISCREPANCIES FOUND ARE TO BE --EBB-- EXISTING SAN SEWER SERVICE PROPOSED PARKING STRIPE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO COMMENCEMENT OR CONTINUATION OF CONSTRUCTION F EXISTING FIBER OPTIC PROPOSED ASPHALT ACTIVITIES. 8. REFERENCE ALL SURVEY MONUMENTS,SECTION CORNERS,I/4 CORNERS,AND PROPERTY CORNERS PRIOR TO BEING RECORD D RAW I N E E E EXISTING UNDERGROUND POWER PROPOSED GRAVEL EDGE DISTURBED BY CONSTRUCTION.ANY MONUMENTS AND CORNERS DISTURBED DURING CONSTRUCTION SHALL BE r EXISTING UNDERGROUND TELEPHONE PROPOSED SIDEWALK REPLACED BY A PROFESSIONAL LAND SURVEYOR(PLS)REGISTERED IN THE STATE OF MONTANA. 9. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH CITY OF BOZEMAN,CONTRACTOR,MONTANA DEPARTMENT OF c c c EXISTING UNDERGROUND CABLE GRAPHICAL SIDEWALK JOINT TRANSPORTATION,NORTHWESTERN ENERGY(AS NECESSARY),&MORRISON-MAIERLE,INC.,PRIOR TO THE START OF as as cis— EXISTING GAS LINE ————————————— PROPOSED ASPHALT GRADE BREAK CONSTRUCTION. oee EXISTING OVERHEAD POWER — — —3850— — — EXISTING MAJOR CONTOUR 10, THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE INCONVENIENCE TO THE ADJACENT BUSINESSES AND/OR RESIDENCES. OHT OHr EXISTING OVERHEAD TELEPHONE — — —3849— — — EXISTING MINOR CONTOUR II. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY P P P EXISTING PETROLEUM LINE 3850 PROPOSED MAJOR CONTOUR BE AFFECTED BY THESE OPERATIONS,ALL COSTS FOR PROTECTING,REMOVING,AND RESTORING EXISTING IMPROVEMENTS SHALL BE BORNE SOLELY BY THE CONTRACTOR. ---EW-----EW--- EXISTING WATER MAIN 3849 PROPOSED MINOR CONTOUR 12. THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER ——EWS—— EXISTING WATER SERVICE CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, •.. PROPOSED SAN SEWER CLEANOUTS DETAIL AND SECTION DESIGNATION STATE,AND FEDERAL REGULATIONS. 13. THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON ■ PROPOSED STORM DRAIN INLET SECTION(LETTER)OR ON DRAWING WHERE SECTION EXISTING STREETS,SIDEWALKS,OR OTHER PUBLIC RIGHTS-OF-WAY AND MAKE SURE STREETS AND WALKWAYS ARE PROPOSED STORM DRAIN MANHOLE DETAIL(NUMERAL) CLEANED AT THE END OF EACH WORKING DAY. • DESIGNATION ------- OR DETAIL IS TAKEN: \ 14. CONSTRUCTION WORK ZONE TRAFFIC SIGNS AND STRIPING SHALL BE FURNISHED,INSTALLED,AND MAINTAINED IN SD SD PROPOSED STORM DRAIN / 1 DRAWING NUMBER WHERE SHOWN ACCORDANCE WITH APPLICABLE REGULATORY AGENCIES HAVING JURISDICTION.A TRAFFIC CONTROL PLAN,PREPARED X-X BY THE CONTRACTOR,MAY BE REQUIRED BY THE CITY OR STATE.'CONSTRUCTION AHEAD"WARNING SIGNS ARE TO RD RD PROPOSED ROOF DRAIN BE INSTALLED ALONG ADJACENT DRIVEWAYS OR ROADS.FLASHERS WITH CAUTION TAPE ARE TO BE INSTALLED PERK—PERK— PROPOSED PERFORATED DRAIN PIPE ON DRAWING WHERE SECTION WHERE ANY CONSTRUCTION ACTIVITY CROSSES A SIDEWALK OR PEDESTRIAN PATH IN ACCORDANCE WITH THE OR DETAIL IS SHOWN: SPECIFICATIONS AND ANY OR ALL LOCAL REGULATIONS. Ss Ss PROPOSED SAN SEWER SERVICE DRAWING NUMBER DRAWING NUMBER(S) 15. NO STOPPING,PARKING,OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS OR ANY DRIVEWAY IS W„ WS PROPOSED WATER SERVICE (OR SAME DRAWING) WHERE TAKEN ALLOWED UNLESS PREVIOUSLY APPROVED THROUGH THE CITY OF BOZEMAN. UTIL UTIL PROPOSED UTILITY CONDUIT 16. THE CONTRACTOR SHALL RESTORE ALL ROADWAY,DRIVEWAY,SIDEWALK,ETC.SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO CONSTRUCTION WORK AS DETERMINED BY AGENCY,OWNER,AND/OR ENGINEER. —IRRIG IRRIG PROPOSED IRRIGATION SLEEVE 17. ASPHALT,CONCRETE CURB,AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY THE ENGINEER. 18. NO FORMED CONCRETE SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER AND/OR HIS AUTHORIZED REPRESENTATIVE. 19. THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS ENCOUNTERED ON THE PROJECT. 20. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT,IF REQUIRED,THERE IS A STORM WATER POLLUTION ABBREVIATIONS PREVENTION PLAN(SWPPP) AND NOTICE OF INTENT(N01)APPROVED BY THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY(MDEQ)OR LOCAL GOVERNING AGENCY AS APPROPRIATE.IF THERE IS NOT AN APPROVED ABDN ABANDON CPP CORRUGATED PLASTIC PIPE FL FLOWLINE MISC MISCELLANEOUS SO STORM DRAIN SWPPP AND NOI,THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY APPROVALS FROM MDEQ AC ASPHALTIC CONCRETE,ALUMINUM CSP CORRUGATED STEEL PIPE FLR FLOOR MPWSS MONTANA PUBLIC WORKS STANDARD SE SOUTHEAST OR THE LOCAL GOVERNING AGENCY. CAP CTR CENTER FT FOOT,FEET SPECIFICATIONS SEC SECTION 21. CONTRACTOR SHALL REPLACE ALL DISTURBED CURB/PAVEMENT MARKINGS AS NECESSARY WITH LIKE MATERIALS. ADA AMERICANS WITH DISABILITIES ACT CU CUBIC FTG FOOTING N NORTH SHT SHEET 22. ALL HYDRANTS,CURB BOXES,IRRIGATION BOXES,MAILBOXES,ETC.ADJACENT TO CONSTRUCTION SHALL BE ADDL ADDITIONAL CU FT CUBIC FEET GA GAGE,GAUGE NE NORTHEAST SPEC SPECIFICATION ADJUSTED TO FINISHED GRADE FOLLOWING COMPLETION OF FINAL GRADING. ADJ ADJACENT,ADJUST CU IN CUBIC INCH GAL GALLON NIC NOT IN CONTRACT SO SQUARE 23. CONTRACTOR TO WORK WITHIN AVAILABLE RIGHT OF WAY AND EASEMENTS. CONTRACTOR TO OBTAIN PERMISSION AFT ABOVE FINISHED FLOOR CULV CULVERT GB GRADE BREAK NOM NOMINAL SO FT SQUARE FOOT TO USE PRIVATE PROPERTY FOR STAGING,ETC. ALT ALTERNATE CU YD CUBIC YARD GFA GROSS FLOOR AREA NTS NOT TO SCALE SO IN SQUARE INCH APPROX APPROXIMATE D&L D&L FOUNDRY AND SUPPLY GND GROUND NW NORTHWEST STA STATION ARCH ARCHITECTURE,ARCHITECTURAL DBL DOUBLE GSP GALVANIZED STEEL PIPE OAE OR APPROVED EQUAL SS SANITARY SEWER ARCP ARCHED REINFORCED CONCRETE PIPE DI DUCTILE IRON,DRAIN INLET GVL GRAVEL OC ON CENTER STD STANDARD ASPH ASPHALT DIA,0 DIAMETER HC HANDICAP OD OUTSIDE DIAMETER SVC SERVICE AVG AVERAGE DIM DIMENSION HORIZ HORIZONTAL OHP OVERHEAD POWER SW SIDEWALK,SOUTHWEST BC BUILDING CORNER DIR DIRECTION HT HEIGHT PC POINT OF CURVE TB THRUST BLOCK BFF BELOW FINISHED FLOOR DTL DETAIL HWY HIGHWAY PI POINT OF INTERSECTION TBC TOP BACK OF CURB BH BOREHOLE DWG DRAWING HYD HYDRANT PL PROPERTY LINE TEMP TEMPORARY,TEMPERATURE BLDG BUILDING E EAST ID INSIDE DIAMETER PRELIM PRELIMINARY TOC TOP OF CONCRETE BILK BLOCK EA EACH,EDGE OF ASPHALT IE INVERT ELEVATION PROP PROPERTY TW TOP OF WALL BM BENCHMARK EC EDGE OF CONCRETE IN INCH PT POINT,POINT OF TANGENCY TYP TYPICAL ERG BEARING EG EDGE OF GRAVEL,EXISTING GROUND INSTL INSTALL,INSTALLATION PVC POLYVINYL CHLORIDE UG UNDERGROUND BW BOTTOM OF WALL EJIW EAST JORDAN IRON WORKS INSUL INSULATE PVMT PAVEMENT UTIL UTILITY CHK CHECK EL,ELEV ELEVATION INT INTERIOR RACET ROAD APPROACH CULVERT END VERT VERTICAL CI CAST IRON ELEC ELECTRIC,ELECTRICAL INV INVERT TERMINAL VOL VOLUME CIPC CAST IN-PLACE CONCRETE ENGR ENGINEER LAT LATITUDE R,RAD RADIUS VPD VEHICLES PER DAY CIRC CIRCULAR EP EDGE OF PAVEMENT LF LINEAR FEET RC REINFORCED CONCRETE W WEST CL CENTERLINE EXC EXCAVATE LONG LONGITUDE,LONGITUDINAL RCP REINFORCED CONCRETE PIPE yr/ WITH CMP CORRUGATED METAL PIPE EX EXISTING LT LEFT RD ROAD,ROOF DRAIN W/o WITHOUT CMU CONCRETE MASONRY UNITS EXT EXTERIOR LVL LEVEL RDCR REDUCER WL WATERLINE CO CLEANOUT FD FLOOR DRAIN MATL MATERIAL REF REFERENCE WTR WATER COH CITY OF HELENA FDN FOUNDATION MAX MAXIMUM READ REQUIRED WV WATER VALVE COMB COMBINATION FES FLARED END SECTION MECH MECHANICAL RT RIGHT XFMR TRANSFORMER CONC CONCRETE FET FLARED END TERMINAL MFD MANUFACTURED R/W RIGHT-OF-WAY YD YARD CONN CONNECT,CONNECTION FF FINISHED FLOOR MFR MANUFACTURER S SOUTH COORD COORDINATE FG FINISHED GRADE MH MANHOLE SAN SANITARY NOTE: CP CONTROL POINT FHYD FIRE HYDRANT MIN MINIMUM SCH SCHEDULE FOR ABBREVIATIONS NOT LISTED,CONTACT THE ENGINEER. 11 VERIFY SCALE! REVISIONS al'.� A'� II DRAWN BY: KDJ PROJECT NUMBER NO. DESCRIPTION DATE BY 0417.063 THESE PRINTS MAY BE � MORRISON 28BoTechn,NIT 5BII971 W. y CHK'D.BY: KDJ N.7TH AVENUE LIGHTING IMPROVEMENTS-2012 REDUCED.LINE BELOW Engineers Bozeman,MT 59718 � ' SHEET NUMBER MEASURES ONE INCH ON ORIGINAL DRAWING. -A Sumeyom KEVN PR.BY: KDJ BOZEMAN MT 1 Scientists No.13 P DRAWING NUMBER W� DATE: 8/2012 _J� MAIERLE INC. Planners Phone:(406)587-0721 ,� , f Fax: 40s 922-6702 r C A.REVIEW GENERAL NOTES,LEGEND,&ABBREVIATIONS G 1 MODIFY SCALE ACCORDINGLY! An Employee-Domed Company ( ) r4rIS�c ST (L BY: NA0417\063WCAD\Sheets\Record Drawings\G1.dwg Plotted by cooper krause on Dec/20/2013 C-RIGHr C MORRISON-MAIERLE,INC.,2013 I"II�NAL„���` DATE: H w a� �a W9 a � 1 3 a LANE 59994 59993 a m- — — - - I �1 - - - - - — o d . . 5 995 N. 7TH AVENUE - - ri. In - ci ri rL �- 6000i F _ 59996 w wI e9992 ° H U o CIOon � x 3 i NOTES: SURVEY CONTROL DATA I. REFERENCE ALL SURVEY MONUMENTS, SECTIONS CORNERS, I/4 CORNERS, AND PROPERTY CORNERS PRIOR TO BEING DISTURBED BY POINT DESC. GRID NORTHING GRID FASTING ELEVATION (GPS) DESCRIPTION CONSTRUCTION. ANY MONUMENTS AND CORNERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR (PLS)REGISTERED IN THE STATE OF MONTANA. 59992 530050.1287 1573611.1391 N/A YPC 2. AERIAL OVERLAY FROM CITY OF BOZEMAN AERIAL,DATED 2008. AERIAL WAS BEST-FIT TO THE TOPOGRAPHIC SURVEY. 59993 529524.5804 1573439.8515 N/A YPC-GASTON 59994 528561.7192 1573449.1424 N/A AC-9518ES 59995 528059.4014 1573538.3598 N/A BC-31N 59996 528029.7340 1573543.5320 N/A AC-WESTERN 60001 528546.9073 1573559.9554 N/A CP-90DNAIL HORIZONTAL DATUM: MONTANA STATE PLAN COORDINATE SYSTEM, ZONE 2500, NAD83 VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) (CITY OF BOZEMAN VERTICAL DATUM = NAVD88 - 19.4 FT) GRAPHIC SCALE °° ° 50 (IN FEET) °° RECORD D RAW I N G 1 inch= 100 ft. REVISIONS "`��, VERIFY SCALE! DRAWN BY: JCH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY 0417.063 MORRISON 2880TechnologyBlvd.W. y CHK'D.BY: KDJ N.7TH AVENUE LIGHTING IMPROVEMENTS-2012 REDUCED.LINE BELOW Engineers Bozeman,MT 59718 SHEET NUMBER MEASURES ONE INCH. S_ rs - KEVI D PR.BY: ORIGINAL DRAWING. Yo w; KDJ BOZEMAN MT Scientists g W% DATE: 8/2012 ~~ MAIERLE INC. Planners Phone:(406)587-0721 0,138� P 2s DRAWING NUMBER i� /791 �' Q.A.REVIEW V L MODIFY SCALE ACCORDINGLY! An Employee-Oumed Company Fax:(406)922-6702 lrfff(S/C/TE _= By. SURVEY CONTROL SHEET N:\0417\063WCAD\Sheets\Record Drawings\G2.dwg Plotted by cooper krause on Dec/20/2013 COPVRIGHr®MORRISON-MAIERLE,INC.,2013 �"<<uNAL„��-` DATE: ABBREVIATIONS ELECTRICAL SYMBOL LEGEND PROJECT NOTES A orAMP AMPERES MOUNTING 1. PRIOR TO BID CONTRACTOR SHALL VISIT THE SITES. NOT ALL WORK REQUIRED AG ALTERNATING CURRENT SYMBOL DESCRIPTIONS HEIGHT,UNO A/C AIR CONDITIONING TO COMPLETE THE PROJECT IS SHOWN ON THE DRAWINGS. THE CONTRACTOR AF AMP FUSE BRANCH CIRCUIT WIRING.ARROW INDICATES HOME RUN TO PANEL WITH CIRCUITS AS NOTED.WIRE SHALL BECOME THOROUGHLY FAMILIAR WITH ALL THE WORK REQUIRED TO AFG ABOVE FINIAFF ABOVE FNSHED FLOOR SHED GRADE P-1,3,5 SIZE IS#12 UNLESS NOTED OTHERWISE.SHORT TICK MARKS INDICATE PHASE CONDUCTORS.LONG COMPLETE THE PROJECT IN ADDITION TO THE LOCAL CONDITIONS AND INCLUDE AL ALUMINUM TICK MARKS INDICATE NEUTRAL CONDUCTORS.PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR AS AMP SWITCH ~ EACH 120V BRANCH CIRCUIT.A SINGLE INSULATED GREEN GROUND CONDUCTOR SHALL BE PROVIDED SAID WORK IN THE BID. WITH EACH HOME RUN. 2. GENERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL BE IN SAS BUILDING AUTOMATION SYSTEM RACEWAY BELOW FLOOR OR BELOW GRADE ACCORDANCE WITH NECA 1,"STANDARD PRACTICES FOR GOOD WORKMANSHIP BKR BREAKER ----' RACWAY STUB-OUT OR STUB-UP WITH BUSHED END IN ELECTRICAL CONTRACTING:'THIS PUBLICATION IS AVAILABLE FROM NCSA BY C RA CIRCUIT BREAKERONDUI TELEPHONE AT 301-215-4521 OR ON-LINE AT WWW.NECA-NEIS.ORG. CB CIRCUIT BREAKER PAD MOUNTED TRANSFORMER CCTV CLOSED CIRCUIT TELEVISION 3. U.N.O.ALL POLES AND METER BASES SHALL BE LOCATED 3'FROM BACK OF COT CIRCUIT C.O. RACEWAY/CONDUIT ONLY,WITH PULL STRING UTILITY ELECTRIC METER CURB. VERIFY ALL STATION NUMBERS AND COORDINATE EXACT LOCATION WITH CNTRL CONTROL METER CIVIL DRAWINGS PRIOR TO ROUGH-IN. CU COPPER �� LINE BREAK 4. ALL NEW POLES SHOULD BE PROVIDED WITH BREAKAWAY BOLTS PER MDT DISC DISCONNECT REQUIREMENTS.PROVIDE TRANSPO POLE-SAFE MODEL 4100 OR EQUAL. DPDT DOUBLE POLE DOUBLE THROW D DISTRIBUTION HH HANDHOLE 5. WHERE EXISTING ELECTRICAL CONDUITS ARE NOT AVAILABLE,CONTRACTOR DWG DRAWING Q KEY NOTE.REFER TO SPECIFIC NOTE ON SAME DRAWING SHEET. SHALL BORE/DIRECT BURY UNDER ROADWAYS,DRIVEWAYS,SIDEWALKS,ETC. EA EACH o-FiPOLE MOUNTED LUMINAIRE ASSEMBLY SECURED TO CONCRETE BASE.LETTER INDICATES FIXTURE ALL COSTS ASSOCIATED WITH BORING/DIRECT BURY SHALL BE INCLUDED IN EF EXHAUSTFAN TYPE. IC CONTRACTOR'S BID PRICE. ELEC ELECTRIC EMT ELECTR CAL METALLIC TUBING © PHOTOCELL 6. CONTRACTOR TO MAINTAIN EXISTING LIGHTING LEVELS DURING EQUIP EQUIPMENT g EX DUPLEX RECEPTACLE. 18" CONSTRUCTION.CONTRACTOR SHALL PLACE ALL BASES,PULL ALL EXIOR EXISTING ST A® SPECIAL PURPOSE OUTLET,LETTER INDICATES TYPE. SEE SPEC. 18" CONDUCTORS,AND HAVE THE SERVICES INSTALLED PRIOR TO SCHEDULING FD FUSED DISCONNECT JUNCTION BOX NWE TO DEMO EXISTING POLES AND OVERHEAD POWER.ONLY SCHEDULE DEMO FLR FLOOR OF SECTIONS THAT CAN BE COMPLETE WITHIN DAYLIGHT HOURS TO ENSURE FO FIBER OPTICFUSED DISCONNECT SWITCH FVNR FULL FIBER VOLTAGE NON-REVERSING THE STREET REMAIN LIGHT AT NIGHT THROUGH OUT THE CONSTRUCTION FVR FULL VOLTAGE REVERSING G BRANCH CIRCUIT PANELBOARD PROCESSES. GEC GROUNDED ELECTRODE CONDUCTOR BREAKER 7. CONTRACTOR TO IMMEDIATELY NOTIFY ENGINEER AND OWNER OF ANY GFI GROUND FALUT INTERRUPTER CONFLICTS ENCOUNTERED DURING CONSTRUCTION. UNDER NO DC GROUND CONTACTOR GALVANIZED RIGID CONDUIT © GR CIRCUMSTANCES SHALL CONTRACTOR RESOLVE CONFLICT PRIOR TO HID HIGH INTENSITY DISCHARGE 1.THESE SYMBOLS COMPRISE A STANDARD LIST;NOT ALL SYMBOLS APPEAR ON THIS PROJECT. NOTIFICATION. 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 THE CONTRACTOR SHALL BE RESPONSIBLE THE COORDINATION OF ALL HPS HIGH PRESSURE SODIUM OR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER MOUNTING HEIGHTS LISTED. HTR HEATER ELECTRICAL SERVICE WORK WITH NORTHWESTERN ENERGY. OWNER PAYS ALL HZ HERTZ FEES,CONTRACTOR DOES ALL SCHEDULING AND COORDINATION OF J-sox JUNCTION BOX NORTHWESTERN ENERGY WORK. CONTACT ANDE BUFFINGTON(PH: KVA KILOVOLTAMPERES INCOMING ELECTRICAL SERVICE 406-582-4631)AT NWE FOR UTILITY INFORMATION.IT IS THE SOLE KW KLOWATTS RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL SCHEDULES ARE MET. LTG LIGHTING DIVISION OF RESPONSIBILITY MAX MAXIMUM MH METAL HALIDE MIN MINIMUM ELEC. UTILITY N NEUTRAL CONTR. CO. NC NORMALLY CLOSED PRIMARY CONDUIT X RECORD D RAW I N G NEC NATIONAL ELECTR CAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION PRIMARY CONDUCTORS �X NFD NON-FUSED DISCONNECT NIC NOT IN CONTRACT NO NORMALLY OPEN POLE MOUNT ❑ ❑ # NUMBER TRANSFORMER X OC ON CENTER OH OVERHEAD POLE RISER �X GFI P POLE PB PUSHBUTTON (24'AFF) PNL PANEL TRANSFORMER PVC POLYVINYL CHLORIDE CONDUIT CONNECTIONS X PWR POWER RECEPT RECEPTACLE RGS RIGID GALVANIZED STEEL SECONDARY CONDUIT F F-1 BANNER ARM RM ROOM RVNR REDUCED VOLTAGE NON-REVERSING LUMINAIRE SCHEDULE 21'AFF RVR REDUCED VOLTAGE REVERSING SECONDARY CONDUCTORS SIP SINGLE POLE TOGGLE SWITCH SPEC SPECIFICATION MOUNTING/ FX SPST SINGLE POLE SINGLE THROW DISCONNECT F71 TYPE LAMPS DESCRIPTIONS MANUFACTURER CATALOG NO.OR SERIES VOLTAGE SSPB START-STOP PUSHBUTTON SW SWITCH 25OW HPS TC TIME CLOCK METER BASE 7X E1 OR 40OW BASE BID IS A 25OW HPS FULL CUTOFF COBRA HEAD TO MDTS STANDARDS.ADD ALT#1:DECORATIVE ROADWAY LUMEC FIXTURE:DMS50-400-SG3-120-SMD-PH8 POLE/120 BANNER ARM TD TME DELAY HPS ADD LUMINAIRE(TO MATCH THE STYLE OF E2 FOR ADD ALT 1)MOUNTED TO SIGNAL LIGHT POLE.TSP TWISTED SHIELDED PAIR ALT#1 (15'AFF) TTB TELEPHONE TERMINAL BOARD METER F 71 TYP TYPICAL DECORATIVE ROADWAY LUMINAIRE WITH DECORATIVE ARM AND 26'DECORATIVE POLE AND BASE.PROVIDE(2) FIXTURE:DMS50-250-SG3-120 UG UNDERGROUND 30 INCH DECORATIVE ARMS FOR BANNER DISPLAYS AND GFI RECEPTACLE WITH WHILE IN USE COVER AT 24'AFF. ARM:AC6-1A AVAILABLE FAULT E2 25OW HPS BANNER ARM SHALL BE 30"LONG SPACED V APART.BOTTOM ARM SHALL BE aO15'AFF.PLANT HANGER SHALL BE LUMEC POLE/120 PLANT HANGER UH UNIT HEATER CURRENT AT SERVICE MOUNTED AT 12'AFF.BANNER ARMS,GFI RECEPTACLE,AND PLANT HANGERS SHALL BE DIRECTLY OPPOSITE OF POLE/BASE:SSMSV- - 30"-GFI RECEPTACLE UNO UNLESS NOTED OTHERWISE POINT: x,xxxA @ 120/240V 1P,3W XFMR COLOR:BE2TX(TEXTURE D MIDNIGHT BLUE) (12'AFF) UON UNLESS OTHERWISE NOTED THE LIGHT FIXTURE.PROVIDE WITH CUSTOM DECORATIVE SKIRT TO CONCEAL BREAKAWAY BOLTS. V VOLT NOTES: VA VOLT AMPERES 1.CONTACT AND COORDINATE ALL REQUIREMENTS AND RESPONSIBILITIES NOTE: ONE E2 POLE WILL NEED A TOP FEED ACCESSORY TO ALLOW OVERHEAD CONNECTION TO EXISTING LIGHT. PROVIDE GUIDE WIRE AND ALL NECESSARY ACCESSORIES TO ACCOMPLISH THIS WORK. W WATTS WITH SERVING UTILITY COMPANIES PRIOR TO SUBMITTING BID WP WEATHERPROOF W/O WITHOUT 2.ALL SERVICE INSTALLATION WORK SHALL BE IN STRICT COMPLIANCE XFMR TRANSFORMER WITH THE REQUIREMENTS OF THE SERVING UTILITIES. Y WYE CONNECTED POWER CONTACT: A DELTA CONNECTED 0 PHASE ANDE BUFFINGTON NORTHWESTERN ENERGY 'THESE ABBREVIATIONS COMPRISE A STANDARD LIST; BOZEMAN,MT NOT ALL ABBREVIATIONS APPEAR ON THIS PROJECT. (406)5824631 MORRISON MAIERLE,INC.HAS CONTACTED THE UTILITIES BUT HAS NOT RECEIVED IN WRITING THE FINAL REQUIREMENTS FROM THE POWER UTILITY. THESE DRAWINGS INDICATE OUR BEST ESTIMATION OF THEIR REQUIREMENTS.PRIOR TO BID CONTACT THE UTILITIES AND OBTAIN IN WRITING THEIR REQUIREMENTS. E2 REVISIONS PROJECT NUMBER VERIFY SCALE! G N 7 A A, DRAWN BY: ARG THESE PRINTS MAY BE NO. DESCRIPTION DATE BY 2880 Technology Blvd.W. /2pp CHK'D.BY: CDZ N.7TH AVENUE LIGHTING IMPROVEMENTS-2012 0417.os3 REDUCED.L DRAWING. M O RRI S O N ,p MEASURES ONE INCH ON Engineers Bozeman,MT 59718 A SHEET NUMBER ORIGINAL DRAWING. Surveyors APPR.BY: CDZ BOZEMAN MT Scientists ITNE 1 78 P DATE: 8/2012 DRAWING NUMBER AIERLE INC. Planners Phone:(406) 2-67021 A MODIFY SCALE ACCORDINGLY! Fax:(406)922-6702 ��, 6 � �`" Q.A.REVIEW ELECTRICAL NOTES EO.1 An Employee-Domed Company SS �G BY: 1 N:\0417\063WCAD\Sheets\Record Drawings\E0.1.dwg Plotted by cooper krause on Dec/20/2013 COPYRIGHT C MORRISON-MAIERLE,INC.,2013 /ONAL DATE: HANDHOLE-4"X 6"(NOMINAL) PROVIDE FUSE(S)IN CKT.TO BALLAST.FUSE(S)SHALL BE 120/24OV,1 P,3W, BUSS TYP.BBS.FUSE HOLDERS THWN CONDUCTOR AS SHOWN ON PLANS POLE MOUNT XFMR BREAN-BOLT SHALL BE BUSS"TRON"HEB PROVIDE 1'OF COILED SLACK ON PER UTILITY REQUIREMENTS l'"""'J couauNc(ONE WATERPROOF.SIZE OF FUSE CONDUCTOR FEED THRU of FOOR) SHALL BE AS REQUIRED BY (1)2"CO. LUMINAIRE MANUFACTURER. PER UTILITY PROJECT ANCHOR BOLTS 3"MIN. REQUIREMENTS ABOVE TOP OF BASE.PROVIDE 100A METER PEDESTAL WITH DOUBLE NUTS FOR LEVELING UNIT 100A MAIN BREAKER(TYP) (ONE ABOVE AND ONE BELOW BASE O FLANGE).GROUT VOID BETWEEN BREAKAWAY BOLT I BASE FLANGE AND TOP OF CouPuw CONCRETE,LEAVING DRAIN HOLE. CONNECT GROUND TO POLE HAND FINISH. BASE W/BOUNDRY#GB4C 1"CHAMFER BASE COVER EIGHT AFG TYPICAL ONE-LINE DIAGRAM FINISH SEE SCHEDULE UNO E-O2 SCALE:NO SCALE BUSH CONDUITS GRADE BOLT COVER REINFORCED CONC. ANCHOR BASE BY E.C. _ BOLT COUPLING BOLTS FROM (BREAKAWAY TYPE) NOTE: POLE MANF. CONTRACTOR SHALL COORDINATE AND PROVIDE DEPTH OF EMBED BOLT COVER FROM THE POLE MANUFACTURER TO SEE SCHEDULE. ENSURE THE CLEANEST LOOK POSSIBLE. SEE SITE PLAN FOR CONDUIT SIZE LONG REINF. POLE FDN SEE 3 TYPICAL BREAKAWAY BOLT COUPLING SIZE.SEE SCHEDULE E-02 SCALE:NO SCALE SCHEDULE HORIZ.TIES 3/8" HOLD DOWN BOLTS SEE SCHEDULE NOTE: CONTRACTOR SHALL GRIND EXPOSED CONCRETE SMOOTH.EXPOSED CONCRETE SHALL HAVE NO SONOTUBE MARKINGS. LIGHT FIXTURE BASE SCHEDULE POLE SIZE LONG HORIZONTAL DEPTH*" HEIGHT AFG HEIGHT STL STL'* 0' 14' 15"SQ. (4)#5 #3 AT 10"O.C. 4'-0' 0" 18,10 (6)#6**** #3 AT 10"O.C. 4'-0' 0" 20"SQ. ( #7' #3 AT 12"O.C. 7'-0" 0" 14'-30' 24"0 (6))#6**'* #3 AT 12"O.C. 7'-0" 0" RECORD DRAWING 22"0 AT F #3 AT ORNER O.C. 0" .» PROVIDE LONG AT ALL FOUR CORNERS OF SQUARE PIER. PROVIDE SPACING OF S/2 AT TOP 1'-0"OF PEIR. DEPTH BELOW FINISHED GRADE. SPACE LONG.STEEL EVENLY AROUND PERIMETER. LWA L L� *�'** PROVIDE REINF.CLEARANCE PER ANCI 318. BACKFILL TOP 6" WITH 3 POLE BASE DETAIL EXCAVATED TOP SOIL MATERIAL E-Q2 SCALE: AND TAMP SECURE METER BASE PEDESTAL WITH ELECTRICAL BOND, NO.6 AWG 120/240V,10100A DISCONNECT COPPER OR EQUAL PER UTILITY REQUIREMENTS. PULL BOX FIBERGLASS 3" 0 MINIMUM INSIDE DIMENSIONS TYPE I TYPE II 6" L NO, 30 FELT PAPER SEPARATION NEMA 3R LIGHTING CONTROL ENCLOSURE WITH W = 12 INCHES W = 12 INCHES EDGE OF TRENCH TO BE MIN. DEFINITE PURPOSE LIGHTING CONTACTORS FROM EDGE OF WATER OR SEWER CONTROLLED VIA PHOTOCELL AND TIMECLOCK (INTEGRAL TO METER PEDESTAL UNIT) L = 18 INCHES L = 24 INCHES O I_I NEW TOPSOIL _ EXISTING TOPSOIL 23" O 0 ASS REQUIRED CONDUIT IN LACE ��� I I�� PHOTOCELL D 10 INCHES D 12 INCHES= = UNDISTURBED EARTH INTEGRAL LOAD CENTER 0 O FINISHED GRADE 00 1„ CLEAN STONE 36" SHOW SEPARATE 6"WIDE MARKING 0 0 0 DRAINAGE MIN TAPE 15-18"BELOW FINISHED GRADE 40" MAX COMPACT BACKFILL TO 90%OF CONCRETE BASE RELATIVE DENS TY.95%OF T-99 ACROSS ROAD WAYS q^ 2" 4.5 4 TYPICAL PULL BOX DETAIL TRENCH SAND E-O2 SCALE:NO SCALE 0 6"BELOW&8"ABOVE CONDUIT. COMPACT TO 90%RELATIVE DENSITY. _ 2"C.O.FOR 3RD PARTY FIBER 3"CONDUIT PRIMARY POWER GND PER NEC 55�TYPICAL TRENCH DETAIL By UTILITY E-O2 SCALE: NO SCALE 2"C.0 TO TRANSFORMER 1"C TO LIGHTING NOTE: CONTRACTOR SHALL PROVIDE 1-1"SPARE C.O. METER BASE DETAIL STUBBED TO OUTSIDE CONCRETE PAD. 6 E-02 SCALE: REVISIONS PROJECT NUMBER VERIFY SCALE! O NA A N DRAWN BY: ARG THESE REDUCED. LINE MAYBE NO. DESCRIPTION DATE By 2880TechnologyBNd.W. � ��/2pp CHK'D.BY: CDZ N.7TH AVENUE LIGHTING IMPROVEMENTS-2012 0417.os3 REDUCED.LINE BELOW MORRISON ,p MEASURES ONE INCH ON Engineers Bozeman,MT 59718 A SHEET NUMBER ORIGINAL DRAWING. Surveyors APPR.BY: CDZ BOZEMAN MT Scientists ITNE 1 P DATE: 8V012 DRAWING NUMBER NO SCAL AIERLE INC. Planners Phone:(466) 2-67021 A MODIFY SCALE ACCORDINGLY! Fax:(406)922-6702 ��„�� � � Q.A.REVIEW ELECTRICAL DETAILS EO.2 An Employee-Oumed Company SS �G BY: NA0417\063WCAD\Sheets\Record Drawings\E0.2.dwg Plotted by Cooper krause on Dec/20/2013 COPVRIGRr C MORRIBON-MAIERLE,INC.,2013 /ONAL DATE: NOT PART OF CONTRACT(A.B.) M1-WEST OAK TO ASPEN PANEL SCHEDULE PROJECT: NORTH 7TH LIGHTING M2-WEST ASPEN TO TON PANEL SCHEDULE PROJECT: NORTH 7TH LIGHTING 120/24OV,1 Ph,3W. 100A Bus 100A M.C.B. FLUSH MOUNTED 24-Jul-12 120/24OV,1 Ph,3W. iodwsw 100A M.C.B. FLUSH MOUNTED 24-Jul-12 Ckt. Description/ Load Load C.B. C.B. C.B. C.B. Load Load Description/ Ckt. Ckt. Description/ d Load C.B. C.B. C.B. C.B. Load Load Description/ Ckt. No. Location VA Type Am Pole Phase Am Pole VA T Location No. No. Location (VA) Type Amp Pole Phase Amp Pole (VA) Type Loca No. 1 LTG 810 L 20 2 A 20 2 810 L LTG 2 1 LTG 810 L 20 1 A 20 1 SPARE 2 3 LTG 810 L C 810 L LTG 4 3 LTG 810 L 20---L C 20 1 SPARE 4 5 SPARE 20 1 A 20 1 SPARE 6 5 SPARE 20 A 20 1 SPARE 6 Total Connected Load: Ph A 1,620 VA 14 A Total Connected Load: Ph A 810 VA 7 A 11,506 Arms Available Fault Duty Total Arms Available Fault Duty Total Connected Load: Ph C 1,620 VA 14 A Total Connected Load: Ph C 810 VA 7 A "Maximum"Phase Connected Load: Ph A 1,620 VA "Maximum"Phase Connected Load: Ph A 810 VA Total Connected Load(2 X Maximum): 3.2 KVA 13.5 AMPS Total Demand Load: 4.1 KVA 16.9 AMPS Total Connected Load(2 X Maximum): 1.6 KVA .8 AMPS I Demand Load: 2.0 KVA 8.4 AMPS Accessories: Accessories: SOURCE= Panel 2SDS <User Defined Additional Panel Requirement> SOURCE= Panel 2SDS <User Defined Additional Panel Requirement> NOTES: NOTES: 1. 1. 2. 2. 3. 3. 4. 4. 5. 5. NOT PART OF CONTRACT(A.B.) M5-EAST TAMARACK T CH PANEL SCHEDULE PROJECT: NORTH 7TH LIGHTING M6-EAST OAK TO TAMARACK PANEL SCHEDULE PROJECT: NORTH 7TH LIGHTING 120/24OV,1 Ph,3W. 100A 100A M.C.B. FLUSH MOUNTED 24-Jul-12 120/24OV,1Ph,3W. 100A Bus 100A M.C.B. FLUSH MOUNTED 24-Jul-12 Ckt. Description/ L Load C.B. C.B. C.B. C.B. Load Load Descriptio Ckt. CM. Description/ Load Load C.B. C.B. C.B. C.B. Load Load Description/ Ckt. No. Location (VA) Amp Pole Phase Amp Pole (VA) Type on No. No. Location (VA) Type Amp Pole Phase Amp Pole (VA) Type Location No. 1 LTG 1,080 L 2 A 20 1 SPARE 2 1 LTG 1,080 L 20 2 A 20 2 540 L LTG 2 3 LTG 1,080 L - C 20 1 SPARE 4 3 LTG 1,080 L C 540 L LTG 4 5 SPARE 20 1 A 20 SPARE 6 5 SPARE 20 1 A 20 1 SPARE 6 Total Connected Load: Ph A 1,080 VA 9 A Total Connected Load: Ph A 1,620 VA 14 A 11,506 A rms Available Fault Duty 11,506 A rms Available Fault Duty Total Connected Load: Ph C 1,080 VA 9 A Total Connected Load: Ph C 1,620 VA 14 A "Maximum"Phase Connected Load: Ph A 1,080 VA "Maximum"Phase Connected Load: Ph A 1,620 VA Total Connected Load(2 X Maximum): 2.2 KVA 9.0 AMPS To emend Load: 2.7 KVA 11.3 AMPS Total Connected Load(2 X Maximum): 3.2 KVA 13.5 AMPS Total Demand Load: 4.1 KVA 16.9 AMPS Accessories: Accessories: SOURCE= Panel 2SDS er Defined Additional Panel Requirement> SOURCE= Panel 2SDS <User Defined Additional Panel Requirement> NOTES: NOTES: 1. 1. 2. 2. 3. 3. 4. 4. S. 5. M7-WEST 1-90 TO OAK PANEL SCHEDULE PROJECT: NORTH 7TH LIGHTING M8-EAST 1-90 TO OAK PANEL SCHEDULE PROJECT: NORTH 7TH LIGHTING 120/24OV,1 Ph,3W. 100A Bus 100A M.C.B. FLUSH MOUNTED 24-Jul-12 120/240V,1 Ph,3W. 100A BUS 100A M.C.B. FLUSH MOUNTED 24-Jul-12 Ckt. I Description/ Load Load C.B. C.B. C.B. C.B. Load Load Description/ Ckt. Ckt. I Description/ Load Load C.B. C.B. C.B. C.B. Load Load Description/ Ckt. No. Location (VA) Type Amp Pole Phase Amp Pole (VA) Type Location No. No. Location (VA Type Amp Pole Phase Amp Pole (VA T pe Location No. 1 LTG 540 L 20 1 A 20 1 810 L LTG 2 1 LTG 540 L 20 1 A 20 1 810 L LTG 2 3 LTG 540 L 20 1 C 20 1 SPARE 4 3 LTG 540 L 20 1 C 20 1 SPARE 4 5 SPARE 20 1 A 20 1 SPARE 6 5 SPARE 20 1 A 20 1 SPARE 6 Total Connected Load: Ph A 1,350 VA 11 A Total Connected Load: Ph A 1,350 VA 11 A 11,506 A rms Available Fault Duty 11,506 A me,Available Fault Duty Total Connected Load: Ph C 540 VA 5 A Total Connected Load: Ph C 540 VA 5 A "Maximum"Phase Connected Load: Ph A 1,350 VA "Maximum"Phase Connected Load: Ph A 1,350 VA Total Connected Load(2 X Maximum): 2.7 KVA 11.3 AMPS Total Demand Load: 2.4 KVA 9.8 AMPS Total Connected Load(2 X Maximum): 2.7 KVA 11.3 AMPS Total Demand Load: 2.4 KVA 9.8 AMPS Accessories: Accessories: SOURCE= Panel 2SD$ <User Defined Additional Panel Requirement> SOURCE= Panel 2SDS <User Defined Additional Panel Requirement> NOTES: NOTES: 1. 1. 2. 2. 3. 3. 4. 4. 5. 5. RECORD DRAWING REVISIONS PROJECT NUMBER 7SCALEACCORDINGLY! CALE! G N T A.y DRAWN BY: ARG S MAYBE NO. DESCRIPTION DATE BY 2880 Technology Blvd.W. /2pp CHKD.BY: CDZ N.7TH AVENUE LIGHTING IMPROVEMENTS-2012 0417.063 NE BELOW MORRISON ,p E INCH ON Engineers Bozeman,MT 59718 'J- A SHEET NUMBER RAWING. Surveyors APPR.BY: CDZ BOZEMAN MT Scientists ITNE 1 DATE: 8/2012 DRAWING NUMBER MAIERLE INc. Planners Phone:(466) 2-67021 DCCORDINGLY! Fax:(406)922-6702 �`" O.A.REVIEW ELECTRICAL DETAILS EO.3 An Employee-Oumed Company <ny" 1ST BY: NA0417\063WCAD\Sheets\Record Drawings\EO.2.dwg Plotted by Cooper krause on Dec/20/2013 C-RIGHr C MORRISON-MAIERLE,INC.,2013 9/ONAL �� DATE: TYPES 1,6,11 & 16 TYPES 2,7,12 & 17 NOTES STANDARDS SHALL BE DESIGNED IN ACCORDANCE WITH THE 1975 AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,LUMINAIRES AND TRAFFIC SIGNALS(AND ANY NON-FUSED BREAKAWAY FUSED BREAKAWAY AMENDMENTS THERETO). DESIGN WIND VELOCITY SHALL BE 90 M.P.H. DESIGN AREA=AREA WITH MAXIMUM WIND LOAD(WIND IS PERPENDICULAR TO STANDARD,AS SHOWN). IDENTITY DESCRIPTIVE DESIGN WEIGHT=DEAD LOAD. SYMBOL & ALL TYPE(1)LOWER SHAFTS SHALL BE DESIGNED FOR A=30'AND A MOUNTING HEIGHT OF 45'. NO. WIRE SIZES ALL TYPE(2)LOWER SHAFTS SHALL BE DESIGNED FOR A=50'AND A MOUNTING HEIGHT OF 45'. ANCHOR BOLTS SHALL BE A449 OR EQUAL.TOP END SHALL BE GALVANIZED AND THREADED 12"(MIN.). 1 g WELDING PROCEDURES,SYMBOLS,BASE METAL SPECIFICATIONS AND GRADES MUST BE CALLED OUT PRIOR TO FABRICATION OR APPROVAL. PLUG AND RECEPTACLE SHALL BE HOUSED IN WATER- POLE SHAFTS,ARMS,AND ACCESSORIES SHALL BE GALVANIZED * 15, 8 �y-� 1 RESISTANT,SYNTHETIC RUBBER CAPABLE OF BURIAL PER ASTM DESIGNATION A123. 7 2 �/ �� IN THE GROUND OR INSTALLATION IN SUNLIGHT.EACH \ HOUSING SHALL PROVIDE A SECTION TO FORM A 8 WATERTIGHT SEAL AROUND THE CABLE AND A 3/4"THREADED SCHEDULE 40 �y� 1° SECTION TO PROVIDE A WATER-SEAL BETWEEN THE A53 PIPE(BREAK SHARP EDGES 2"SCHEDULE 40 A53 PIPE 3 I•-,C/ � 0 TWO HOUSINGS AT THE POINT OF DISCONNECTION. FOR WIRE PROTECTION) (BREAK SHARP EDGES FOR EACH KIT SHALL BE SUPPLIED WITH SUFFICIENT WIRE PROTECTION) 8 SILICONE COMPOUND TO LUBRICATE METAL PARTS 4 8 AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. 2 1" LUMINAIRE SIGNAL MAST ARM FILLER MAST ARM $ TYPES 3,8,13 & 18 *3 *1,4, 5 & t MATERIAL LUMINAIRE ARM WHERE INDICATED A COPPER PIN AND A COPPER MIN.11 GAUGE rj 8 RECEPTACLE BOTH OF AT LEAST 90%CONDUCTIVITY 8 0 SHALL BE CRIMPED TO THE CABLE.THE RECEPTACLE 1 112"SCHEDULE 40 A53 PIPE ` *7 SHALL ESTABLISH CONTACT PRESSURE WITH THE PIN (BREAK SHARP EDGES FOR THROUGH THE USE OF A COPPER BERYLLIUM SPRING WIRE PROTECTION) UPPER SHAFT 6 6 AND SHALL BE EQUIPPED WITH A DISPOSABLE 2" 6 1/2" 61/2" 21/2" MIN.11 GAUGE e MOUNTING PIN.THE PIN SHALL BE OF AT LEAST HALF-HARD MATERIAL AND THE CRIMPING PORTION �y SHALL BE FULLY ANNEALED WHILE THE REST OF THE *FOA 1,�,3,4,5 9 6 FOR*7 7 FUSED BREAKAWAY PIN IS MAINTAINED IN ITS ORIGINAL STATE OF HARDNESS.THE RECEPTACLE SHALL BE FULLY NOTE — REMOVABLE CAPS SHALL BE COUPLING DETAIL 6 ANNEALED.THE PIN AND RECEPTACLE SHALL LOCK SUPPLIED WITH EACH COUPLING TOGETHER SO THE CONNECTION WILL BE MAINTAINED NOTE — LUMINAIRE ARM AND SIGNAL 8 6 1° WHEN A MINIMUM FORCE OF 20 POUNDS TENSION IS EXCEPT FOR 8,"9&10. (NOT APPLICABLE TO 8,9&10) ARM ARE IN THE SAME APPLIED TO THE ATTACHED CABLES. VERTICAL PLANE,ON THE 6 SAME SIDE OF THE POLE. 9 6 FUSED CONNECTOR KITS SHALL CONTAIN A PAIR OF SPRING LOADED 90%CONDUCTIVITY CONTACTS FOR 6 GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. 10 6 THE CONTACTS SHALL BE FULLY ANNEALED AND 6 ADAPTED TO BE CRIMPED TO THE CABLE. 45' MOUNTING 11 4 HEIGHT TYPES 4,9,14 & 19 12 0 4 Q 3/4"-10 NC-3"A325(TYP.) EXISTING POLE 13 10 0 4 4 10.. 14 — 4 NON-FUSED BREAKAWAY REMOVABLE q �X CAP �- 4 41/2" 2"SCHEDULE 40 A53 PIPE (BRE15 4 NOTE: `"' I WIRE APRO PROTECTK SHARP ION) FOR 4 CONTRACTOR SHALL PROVIDE FUSED 19' BREAKAWAY TYPE AT POLE BASES AND NON-FUSED NON-BREAKAWAY TYPE AT PULL BOX 16 10 10 SPLICES. 7„ x /yam 1 9 112 — 7 WELD HOOK TO POLE SHAFT 17 1�-C/ �� OF WIRE OCLAMPPORT 10 11/4" TYPES 5,10,15 & 20 1/4"PLATE TOP, 18 10 10 3/4"PLATE BOTTOM AND SIDES 10 0 1"PLATE 19 ° 10 0 10 0 LUMINAIRE ARM CONNECTION 20 10 1° NON-FUSED NON-BREAKAWAY 1 TYPICAL WATER TIGHT CONNECTORS RECORD D RAW I N G 2 TYPICAL SIGNAL LIGHT DETAIL E-04 SCALE: NO SCALE E-04 SCALE: NO SCALE REVISIONS PROJECT NUMBER VERIFY SCALE! O N 7 A A, DRAWN BY: ARG THESEPRINTS MAYBE NO. DESCRIPTION DATE BY 2880 Technology Blvd.W. /2pp CHK'D.BY: CDZ N.7TH AVENUE LIGHTING IMPROVEMENTS-2012 0417.063 REDUCED.LINE BELOW MORRISON ,p MEASURES ONE INCH ON Engineers Bozeman,MT 59718 A SHEET NUMBER ORIGINAL DRAWING. -A Surveyors CDZ BOZEMAN MT APPR.BY: Scientists ITNE 1 8y P a; DATE: 8/2012 DRAWING NUMBER AIERLE,INC. Planners Phone:(466) 2--0721 A MODIFY SCALE ACCORDINGLY! Fax:(40)926702 0�, E �`" Q.A.REVIEW ELECTRICAL DETAILS E�.4 . Employcc-Oumcd Company SS l �G BY: N:\0417\063WCAD\Sheets\Record Drawings\EO.2.dwg Plotted by cooper krause on Dec/20/2013 COPVRIGHr®MORRISON-MAIERLE,INC.,2013 'OVAL DATE: 721 N 7TH AVE 815 N 7TH AVE CAT'S PAW BAR U—HAUL MOVING&STORAGE to r - GRAPHIC SCALE 50 0 25 50 1 41 (IN FEET) 14 t. / 1 inch= 50 f y 1f( I — ^� Lam/ 9 e _ 0 0 0 0 O o a — — — — r m — — CIO — — — — — — — — F Q 0 �D- C/) 0 of _ 00 o z�� •ar w ov Jawo ➢. — Z /1 n 5] M. RECORD D RAW I N G GRAPHIC SCALE O 50 25 50 ( IN FEET) 1 inch= 50 ft. i OVERHEAD POWER TO REMAIN. o dtio POWER POLE TO REMAIN. m v I H H - - - - - - — - - � — — -- - - - - - - — - - - — — - - — — A--� — Z J — J l _ KEY NOTES E2 I I `� o EL-> UTILITY SHALL DEMO LUMINAIRE(IF APPLICABLE),POLE AND OVERHEAD ` CONDUCTORS.CONTRACTOR IS RESPONSIBLE FOR DEMOLISHED POLE BASE. E—L> VISITOR'S CENTER.DEMO EXISTING OVERHEAD CONDUCTORS TO EXISTING SERVICE.CONTRACTOR TO COORDINATE WITH UTILITY TO PROVIDE NEW I UNDERGROUND SERVICE TO BUILDING. © COORDINATE WITH UTILITY TO MAINTAIN EXISTING OVERHEAD SERVICE TO SNO CONE STAND. FE> COORDINATE WITH UTILITY TO DEMO EXISTING OVERHEAD SERVICE. NOTE: 50 GRAPHICC SCALE SO © COORDINATE WITH UTILITY TO CONTINUE OVERHEAD FEED TO NEW LUMINAIRE STATIONED AUGNMENT IS BASED UPON THE TO THE NORTH WEST TOP BACK OF CURB BETWEEN DURSFON ROAD AND OAK STREET AND PROJECTED 44.50 ( IN FEET) FEET EAST TO THE DISPLAYED LOCATION. 1 inch= 50 ft. © DEMO EXISTING LUMINAIRE,POLE AND BASE IN THEIR ENTIRETY. REVISIONS PROJECT NUMBER VERIFY SCALE! O N T A.V DRAWN BY: ARG THESE REDUCED. LINE MAYBE NO. DESCRIPTION DATE BY 2880TechnologyBIV I-W. /2pp CHK'D.BY: CDZ N.7TH AVENUE LIGHTING IMPROVEMENTS-2012 04�7.os3 REDUCED.LINE BELOW MORRISON ,p MEASURES ONE INCH ON Engineers Bozeman,MT 5g718 .R SHEET NUMBER ORIGINAL DRAWING. Sumeyom A APPR.BY: CDZ BOZEMAN MT Scientists 1 THE DRAWING NUMBER _J� MAIERLE INC. Planners Phone:(406)587-0721 A DATE: 8/2012 f Fax:(406)922-6702 Q.A.REVIEW ELECTRICAL DEMOLITION PLAN MODIFY SCALE ACCORDINGLY! An Employee-O—dCompany FSy./c1sT G BY: STA 23+00 TO STA 53+00 EO.S N:\0417\063WCAD\Sheets\Record Drawings\E0.5.dwg Plotted by cooper krause on Dec/20/2013 COPYRIGHT C MORRISON-MAIERLE,INC.,2013 ONAL DATE: T. A* c^ I + m � I 1 • v cn , t` U RECORD DRAWING —�L— KEY NOTES GRAPHIC SCALE DEMO EXISTING LUMINAIRE,POLE AND BASE IN THEIR ENTIRETY. 50 0 25 50 x sasz) INTERCEPT EXISTING CONDUIT UNDER ROADWAY AT THIS LOCATION. 1 inch= 50 It. NOTE: STATIONED AUGNMENT IS BASED UPON THE WEST TOP BACK OF CURB BETWEEN DURSTON ROAD AND OAK STREET AND PROJECTED 44.50 FEET EAST TO THE DISPLAYED LOCATION. REVISIONS PROJECT NUMBER VERIFY SCALE! O N T A,y DRAWN BY: ARG THESE PRINTS MAY BE NO. DESCRIPTION DATE By 2880 Technology Blvd.W. � IV4 CHK'D.BY: CDZ N.7TH AVENUE LIGHTING IMPROVEMENTS-2012 0417.063 REDUCED.ONE IN LOW MORRISON ,p MEASURES ONE INCH ON Engineers Bozeman,MT 59718 T} SHEET NUMBER ORIGINAL DRAWING. Surveyors EITN APPR.BY: CDZ BOZEMAN MT ~~ MAIERLE INC. SCetlNSfS 7$'�P I DATE: 8/2DW DRAWING NUMBER alanners Phone:(406)587-0721 Ao I(�I 4 ELECTRICAL DEMOLITION PLAN MODIFY SCALE ACCORDINGLY! I Fax:(406)922-6702 'P 0 2 D.A.REVIEW E�.6 AnE ploy -OR,nea Company Fss SrCP��O BY: STA 53+00 TO END /6 NA0417\063WCAD\Sheets\Record Drawings\E0.5.dwg Plotted by cooper krause on Dec/20/2013 COPYRIGHT C MORRISON-MAIERLE,INC.,2013 ONAL DATE: Rx b, SU N 7TH AVEAIR 6CO N 7TH OAVE 625 N 7TH AVE EB N 7TH AVE SUBARU REPAIR RE-COMPUTE BOZEMAN ACTION PAWN I DEBOS PAWN SHOP .I \\ STA 23+99.4,5, VA 25+33.49 STA 26+47.52 � STA 27+68.05 I ' ° " ; ,47.54' LT f 7.54' LT 47.50' LT 47.47' LT 4o o - �I I)� ° o oe °° ° — — — — o dxo dxa — — — — — — — — — — E2 E2 E2 aE2 M2-2 _._ 2—#10 CU & M2-2 —#1 M2-2 2—#10 CU & M2-1 2—#10 CU & + 1—#10CU GND 1 10C ND 1—#10CU GND 1—#10CU GND 00 N IN 1"C IN 1"C IN 1"C IN 1"C N w Q W O A N ONi J � + + + + + + - - - - -�- - - - - + - - BASELINE - - - + - - + - - - + - - - + - - - + - - - (THIS IS NOT C/L OF ROADWAY OR RIGHT-OF-WAY) R H AVENUE z J O = 2—#10 cu & 2—#10 cu & 2—#10 CU & H M5-2 1— 10CU GND M5-2 1— 10CU GND M5-2 _ M5-2 � # # 1 #10CU GND Q IN 1"C IN 1"C IN 1"C E E2 E2 E2 H ° STA�24+7�3 < as ° aP oxo ox> - °. . ° `STA 25+1 ° o�G' STA 28+41.12 47.44 RT 47.73' RT .66' RT ` D «. J"r 47.53' RT i r i GRAPHIC SCALE RECORD D RAW I N O 20 0 ° 2G n IN FEET) 1 i ch= 20 It 721 N 7TH AVE , 815 N 7TH AVE i CAT'S PAW BAR -HAUL MOVING&STORAGE STA 30+08.82 STA 28+87.6 � 49.33' LT �I 31+38.64� ..STA 32+411.9�. :,: 33+67.26 — 47.45' LT I =- _-_ LT 47.33' LT 50.58-7=1 ' LT e o \z <, 0 0 ° p, E2 E2 E2 E1 C) E2 3—#8 CU & M1-2 3—#8 CU & LID + M2-1 2—#10 Cu & M2-1 M1-4 8 U & M1-2 1—#10CU GND ' 1—#10CU GND + 00 1—#10CU GND 1—#1 CU GND IN 1"C ID IN 1"C It N IN 1"C IN 1"C i M Q Q N W W W W IO O N w A r^ + + + + + vJ 0 0 D 0 0 BASELINE 0 ' - - - - - — z N 7TH AVENUE (THIS IS NOT C/L OF ROADWAY OR RIGHT-OF-WAY) J 2 2—#10 cu & 3—#10 CU & 2—#10 cu & 2—#10 CU & U) 1—#10CU GND M5-1 1—#10CU GND M5-1 1— 10CU GND M5-1 Y M5-2Q IN 1"C 1—#10CI GND U) 5— # . E2 IN 1"C z IN 1 C E2 IN 1"C $= QVQ E2 a Q E2t — — — — co STA 30 Z3 °1 e tl STA 33+12.23 --`- ° o 1X'^29�63.95 .d2' RT 47. „n, 47.72' RT 47.48' RT KEY NOTES KEY NOTES [C> USE EXISTING TYPE 1 PULL BOX TO FEED POWER TO NEW LUMINARE MOUNTED © PROVIDE CONDUIT AND TRENCHING PER UTILITY REQUIREMENTS BACK TO ON EXISTING POLE AND ARM.EXISTING CONDUIT IS 2'STEEL WITH 11.52%FILL. UTILITY POLE(APPROXIMATELY 195 FT WEST OF METER BASE). ADDITIONAL CONDUCTORS BRING THE FILL TO 14.54%.USE WATER TIGHT GRAPHIC SCALE CONNECTORS FOR SPLICES IN PULL BOX. �� 20 0 10 20 F4> NEW DECORATIVE LUMINAIRE SHALL BE MOUNTED ON EXISTING POLE/ARM NOTE: ASSEMBLY PER MDT STANDARDS STATIONED AUGNMENT IS BASED UPON THE ( IN FEET) [2—> PROVIDE CONDUIT AND TRENCHING PER UTILITY REQUIREMENTS BACK TO WEST TOP BACK OF CURB BETWEEN DURSTON = ROAD AND OAK STREET AND PROJECTED 44.50 1 inch 20 ft. UTILITY POLE(APPROXIMATELY 200 FT EAST OF METER BASE).CUT AND PATCH © PAINT SIGNAL ASSEMBLY IN PLACE.SEE SPECIFICATIONS. FEET EAST TO THE DISPLAYED LOCATION. PAVEMENT AS NECESSARY. REVISIONS PROJECT NUMBER VERIFY SCALE! O N T A.V DRAWN BY: ARG THESE PRINTS MAY BE NO. DESCRIPTION DATE ev 2880 Technology Blvd.W. /2pp CHK'D.BY: CDZ N.7TH AVENUE LIGHTING IMPROVEMENTS-2012 0417.os3 REDUCED.ONE IN LOW MORRISON ,p MEASURES ONE INCH ON Engineers Bozeman,MT 59718 A SHEET NUMBER ORIGINAL DRAWING. Sumeyom APPR.BY: CDZ BOZEMAN MT Scientists 1 �TNE DRAWING NUMBER MAIERLE INC. Planners Phone:066) 2-67021 A DATE: 8V012 MODIFY SCALE ACCORDINGLY! ) s O T� Q.A.REVIEW ELECTRICAL PLAN � Fax: 406 922-6702 1 fff 2 E 1.1 .4nE pmyee-oR�eacompany Fssi`ST"Ear BY: STA 23+00 TO STA 34+50 N:\0417\063WCAD\Sheets\Record Drawings\E1.1.dwg Plotted by cooper krause on Dec/20/2013 COPYRIGHT C MORRISON-MAIERLE,INC.,2013 OVAL DATE: _ 923 N 7TH AVE STA 37+29.53 F .° e ° • ° GALLATIN VALLEY LOCATION TO ;PEr ONIERNITURE ° - Of 47.57' LT w TEMPORARY POLE HASCAP.TO BE STA 47SO8+38 76 DARIGOLD INC N 7T E 47.50 L STAr PROVIDE a10(UPDATED SEPARATIONN FROM WATER PVC LT CAP A FUTURE PHASE DECORATIVE SERVICE) 0_ REPLACEI1 WITH DECORATIVE ST o14.5 Z 47. T >. e = O E2 M 1-2 E2 E2 C:)LO 3-#8 CU & E2 TEMPORARY L0 + 1-#10CU GND M -4 3- C & z w OVERHEAD M1-4 STA 38+38.76V 3-#8 CU & M1-2 0 3-#8 CU & + Itil IN 1"C 1-# Cu G D LL. Q U FEED. END UNDERGROUND. 1- IOCU GND LL E # 1-#10CU GND M N 'C O LU COORDINATE CONTINUATION r0 SOUTH IN 1"C Q = F- w WITH UTILITY. IN 1"C w w w � QO_ U W w w a 0 0 0 0_ W J EXISTING LIGHT OVERHEAD + NORTH 7TH AVENUE 0 0 _ U) o o o U) tL' Y OVERHEAD FEED. RE-USE o 0 0 I- - - 1 SHOWN lUECT NEW LIr-uTG _ - _ _ + - - t - Z O O SHOWN. z O IY O Z STA 38+38.76 J 3-#8 CU & d 0 3: END UNDERGROUND. J 1- 10CU GND J Z w LEAVE STUB FOR FUTURE # 0L CONTINUATION TO SOUTH U 3- 8 CU & IN 1"C 1-#10CU GND Q ' m U) N.I.C. 3-#8 CU & 1--#10CUCGND 2_# U M6_ N 1"C M6-2 LL M6-4 1-#10C N GND M6-2 IN 1°C M6-3 M6-2 E1 1 E2 E2 2 E2 E2 a° o STA 34+54.78- `3' ; A 35+57. I'n. !r °/ ° �� / - RT - ° 1008 N 7TH AVE 1012 7HAP -51Uf' RT -r>�� 1.56' RT �` s:` STA 3-8R�4.89 STA 38+96.20 FIRST N u STA 40+41.15 48.08(A.B.) �RT 48 8 .B(A V!J 48.08(A.B.) ( ) � 912 N 7TH AVE 1022 N 7TH AVE VAN'S IGA RECORD D RAW I N G OAS CONFLICT SPEEDY GLASS STA 404,8:f 7"40+74.87 (UPDATED.LOCATION.T_O ( )�' y.-r4Rr o 44+39.98 (UPDATED LOCATION T�1 1235 N 7TH AVE SEE SHEET E1.2M �. L BOZEMAN INN STA 45+81.18 47.50 LT PROVIDE ADDITIONAL CLEARANCE -- STA 4T 503+26 67 STA 47.50 LT ROVIDE 10 SEPARATION FROM Y RANT) "` SANTA FIE RED'S 47.50 LT TURNING MOVEMENT ) CITY OF BOZEMAN 1119 N 7TH AVE U) _ _ - PARK ' STA 42+06.91 0 � m 47.50 LTlii6�: , "f Z , ----� - ° .�-:` -.T - TE2 C) 0 E2 E2 E2 E2 O -1 M1-3 M1-1 -#8 CU & -3 -#8 CU & -1 -#8 CU &+ M1 3 + O� 1-#10CU GND 1-#10CU GND 1-#10CU GND 1-#10CU GND 1-#10CU GND CO IN 1"C IN 1"C IN 1"C IN 1"C IN 1"C ae. �'/^� STA 40+68 0 0 0 NORTH 7TH AVENUE 0 0 0 rn vJ 47 RT o 0 + 0 + o vJ Z Z J - J U 3-#8 CU & 3-#8 CU & 3-#8 CU & 3-#8 CU & 3-#8 CU & (� �* 1-#10CU GND 1-#10CU GND 1-#10CU GND 1-#10CU GND 1-#10CU GND M6-�Q IN 1"C 6-1 IN 1'C M6-3 IN 1"C M6-1 IN 1"C M6-3 IN 1"C M6-1 Q A.B. STA 41+77 SLEEVED CATV 3"d'EAST 47 RT E2 E2 E2 POLE IN SAME LOCATION(A.B.) E2 - _ F M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ax° - �= �y _ _ a"off a - - - _ - - - M� \ STA 42+77.99 STA 43+98.28°° ° MOVED EX.CATV EAST, STA 45+19.97 STA 46+37.87 ° _ 47.50 RT 1108 N 7TH AVE 47.50 RT POLE IN SAME LOCATION(A.B.) 47.50 RT 112fi N 7TH AVE 1 47.50 RT APPLEBEE'S K-MART W 1I STA 41+67.56 .,/\ 47.5D RT KEYNOTES KEY NOTES �: o � SEE SHEET E1.2M(A.B.) USE EXISTING TYPE 1 PULL BOX TO FEED POWER TO NEW LUMINARE MOUNTED ON NEW DECORATIVE LUMINAIRE SHALL BE MOUNTED ON EXISTING POLE/ARM ASSEMBLY PER MDT EXISTING POLE AND ARM.EXISTING CONDUIT IS 2'STEEL WITH 11.52%FILL. ADDITIONAL CONDUCTORS BRING THE FILL TO 14.54%.USE WATER TIGHT CONNECTORS FOR SPLICES IN STANDARDS(N.I.C.) ©PAINT SIGNAL ASSEMBLY IN PLACE.SEE SPECIFICATIONS.(N.I.C.) SEE E1.21M(A.B.) F2> PROVIDE CONDUIT AND TRENCHING PER UTILITY REQUIREMENTS BACK TO UTILITY POLE (APPROXIMATELY 200 FT NORTH AND 200 FT WEST OF METER BASE).CUT AND PATCH ©COORDINATE WITH NWE TO PROVIDE NEW SERVICE TO THIS LOCATION.INCLUDE ALL SECONDARY PAVEMENT AS NECESSARY. CONDUIT PER NWE'S REQUIREMENTS.(SEE E1.211011(A.B.)) NOTE: GRAPHIC SCALE STATIONED AUGNMENT IS BASED UPON THE 20 q 10 zo ©PROVIDE THIS POLE WITH POLE TOP FEED TO FEED THE EXISTING POLE TO THE SOUTH WITH WEST TOP BACK OF CURB BETWEEN DURSTON © PROVIDE CONDUIT AND TRENCHING PER UTILITY REQUIREMENTS BACK TO TRANSFORMER ROAD AND OAK STREET AND PROJECTED 44.50 (IN FEET) AT APPLEBEE'S(APPROXIMATELY 80 FT EAST AND 85 FT NORTH OF METER BASE).CUT AND OVERHEAD POWER.INTERCEPT EXISTING OVERHEAD CONDUCTORS AND FEED FROM NEW SERVICE FEET EAST TO THE DISPLAYED LOCATION. 1 inch= 20 it PATCH PAVEMENT AS NECESSARY AND REPLACE LANDSCAPING AS NECESSARY. VIA NEW POLE. PROVIDE GUIDE WIRES AS REQUIRED. VERIFY SCALE! REVISIONS O N PROJECT NUMBER T ,V DRAWN BY: ARG 0417.063 THESEPRINTS MAYBE NO. DESCRIPTION DATE BY 2880 Technology Blvd.W. ,g /gyp CHK'D.BY: CD N.7TH AVENUE LIGHTING IMPROVEMENTS-2012 SHEET NUMBER REDUCED.LINEBELOW 1 UPDATED LUMINAIRE LOCATIONS 04/09/13 CZ J MORRISON Engineers Bozeman,MT 59718 41 A MEASURES ONE INCH ON ORIGINAL DRAWING. Sumeyom APPR.BY: CDZ BOZEMAN MT Scientists ITN P DRAWING NUMBER MAIERLE INC. Planners Phone:(406)587-0721 A DATE: 8/2012 f Fax: 406 922-6702 b � Q.A.REVIEW ELECTRICAL PLAN E1.2 MODIFY SCALE ACCORDINGLY! An Employee-Owned Company ( ) c"SS/ 15 C ��G BY: STA 34+50 TO STA 46+50 N:\0417\063VACAD\Sheets\Record Drawings\E1.2.dwg Plotted by cooper krause on Dec/20/2013 COPYRIGHT C MORRISON-MAIERLE,INC.,2013 ONAL DATE: II I -------------------------------------- - ------------ ------------------- ------ ---- T— D UNDERGROU D ELECTRIC EASEMENT 50' X 10') # EXISTING TRAN F DR.ER(NWT TO DIG TRANSFORMER) D ±120 / . 3,COOL FROM ' TRANSFORMER TO SECONDARY PED n— E2 / ' — — _ / < — — — STA 4750 L40.+T78-8'3'PROVIDE ADIT ONAL(UPDATED LE RANGE FOR STA 43+26.67 4ROV9 g8 '(UPDATED LOCATION STA 45+81.18 / 47 50 STA 34+4§E£ IDE 10' SEPARATION FROM M RANT) 47.50 LT TURNING MOVEMENT ) / LT 47.50 LT STA 42+06.9147.50 LT— — — — 0---— — — - \ - — — I fj 0 E2 I E2, T Q E2 M1 M1-1 3—#8 Cu & M1-3 3 #8 CU & —1 3—#8 CU & M1-3 3—#8 CU & M1-1 1—#10CU GND 1— 1OCU GND 1—#10CU GND 1—#10CU GND 1—#10CU GND ±215 LF ® IN 1"C ® IN 1"C IN 1"C IN 1"C IN 1"C 2" C.O. FROM _ SECONDARY CAN TO M ±145 LF I u N C, + 2" C.O. FROM SECONDARY o CAN TO CHAMBER METER o 0 0 Z 04 LF C.O. FROMCONDARY CAN TO M6 3—#8 CU & 3—#8 CU & 3—#8 CU & 3—#8 CU & 3—#8 CU & 1—#10CU GND 1—#10CU GND I 1—#10CU GND 1—#10CU GND Z—#10CU GND M6-3 IN 1"C 6-1 IN 1"C I M6-3 IN 1"C M6-1 IN 1"C M6-3 IN 1"C M6-1 E E2 E2 E2 _ — — — — — p. ° ^., _ ° % <, <—STA 42+77.99 .28 .97 = STA •f, ��.) < 4Z50 RT ^ ^ " ° < STA 43+98 STA 45+19 _ 46+37.87 ..... I ' STA 41+67.56 47.50 RT 47.50 RT , 47.50 RT 47.50 RT KEY NOTES KEY NOTES USE EXISTING TYPE 1 PULL BOX TO FEED POWER TO NEW LUMINARE MOUNTED ON NEW DECORATIVE LUMINAIRE SHALL BE MOUNTED ON EXISTING POLE/ARM ASSEMBLY PER MDT NOT INSTALLED At) EXISTING POLE AND ARM.EXISTING CONDUIT IS 2'STEEL WITH 11.52%FILL. ADDITIONAL CONDUCTORS BRING THE FILL TO 14.54%.USE WATER TIGHT CONNECTORS FOR SPLICES IN STANDARDS(N.I.C.) PULL BOX. ©PAINT SIGNAL ASSEMBLY IN PLACE.SEE SPECIFICATIONS.(N.I.C.) RECORD D RAW I G P�AVEME HING PER UTILITY REQUIREMENT¢ TY POLEATELY 20�FTNORTH AN 7f11"L TIT r n tr l 1 l UT AND PATCH ©COORDINATE WITH NWE TO PROVIDE NEW SERVICE TO THIS LOCATION.INCLUDE ALL SECONDARY CONDUIT PER NWE'S REQUIREMENTS. GRAPHIC SCALE zo q to za � PRO NCHING PER UTILITY REQUIREMENTS BA ©PROVIDE THIS POLE WITH POLE TOP FEED TO FEED THE EXISTING POLE TO THE SOUTH WITH IN FEET) AT APPLEBEE S(APPROXIMATELY 80 TH OF METER BASE) CUT AND OVERHEAD POWER.INTERCEPT EXISTING OVERHEAD CONDUCTORS AND FEED FROM NEW SERVICE t inch= 20 it 0I Ab NtUtbSAKY ANTI RFPI A(F I ANIIS('APINf A4 N VIA NEW POLE. PROVIDE GUIDE WIRES AS REQUIRED. VERIFY SCALE! G N 7 A A, DRAWN BY: ARG PROJECT NUMBER THESE PRINTS MAV BE NO. DESCRIPTION DATE BY 2880 Technology Blvd.W. � ��/gyp CHK'D.BY: CDZ N.7TH AVENUE LIGHTING IMPROVEMENTS-2012 SHEET NUMBER REDUCED.ONENELOw 1 UPDATED LUMINAIRE LOCATIONS 04/09/13 CZ J MORRISON Engineers Bozeman,MT 59718 A MEASURES ONE INCH ON ORIGINAL DRAWING. y Sumeyom APPR.BY: CDZ BOZEMAN MT 2 SERVICE LINE MODIFICATIONS 091113 CZ J ITNE Scientists 1 1 DRAWING NUMBER AIERLE INC. Planners Phone:(406)587-0721 A � DATE: 8/2012 f Fax:(40s)s22-6702 f b z Q.A.REVIEW ELECTRICAL PLAN �/ MODIFY SCALE ACCORDINGLY! An Employee-Owned Company FS/c1sT PSG BY: STA 40+50 TO STA 46+50 E1.2M NA0417\063WCAD\Sheets\Record Drawings\E1.2M.dwg Plotted by cooper krause on Dec/20/2013 COPYRIGHT C MORRISON-MAIERLE,INC.,2013 S DNAL DATE: 49+22.59 -° 94+22:58, 56.8' LT (UPDAT D LOCATIO I A.B. STA 50+75.27 STA TO PROVIDE 9' SEPARATION FROM °��. STA 50+79 1 68.26 LT RECORD DRAWING 47 55 CT HYDRANT AND WATER SERVICE LINE Y 78 L7 ` E�\ MOVED TO AVOID OLD CONC. SEMENT DOC 182fm458 n M7 \ b FOUNDATION FROM OLD POLE ��� �� 6-#10 CU & 51,76.26(A.B.) STA 48+20.29 1235 N 7TH AVE �° BOZEMAN INN / F 1--#10CIJ GND 1303 N 7TH AVE START 47.50 LT /� (n 4 SCRUBBY'S CAR WASH 51.25 LT SANTA FE RED'S i ,�� �, N'1"C STA _ w- � // Y © � NO CONDUIT FOUND. - 4 LT _ >O E 1 M7-1 \ CONTRACTOR BORED UNDER DRIVEWAY(A.B.) �- �- > JUNCTION BOX(A.B r -a- -� -a-wE 2 LO E2 E2 M1-3 M7-2 � + 3-#8 Cu & M1-3 3-#8 CU & M1-1 0 I + 1-#10CU GND 1-#10CU GND STA 49+22 2-#10 CU & 6-#10 CU & 6-#10 CU N It IN 1"C IN 1"C 49LT 1-#10CU GND 1-#10CU GND 1-#10CU GN Ln LQ 2-#8 CU & ADDED JUNCTION BOX DUE TO IN 1 G IN 1 'C IN 1" r 1-#1 OCU GND BORING ALREADY IN PLACE(A.B.) c N U) o o IN 1"C o c o o W - - - + - - - + - - - + - - - + - - - + - - - - + - - - + - - - + - - - L Z NORTH 7TH AVENUE EXISTING "SAMPLE" LUMINAIRE. REMOVE EXISTING ARM AND INSTALL Z NEW DECORATIVE E2 ARM. ADJUST MOUNTING LOCATIONS FOR BANNER J r i ARMS AND PLANT HANGER PER E2 SCHEDULE. REMOVE EXISTING J ' SKIRT AND INSTALL NEW DECORATIVE SKIRT PER E2 SCHEDULE. 3-#8 Cu & 3-#8 CU & REMAINING BOLT HOLES TO BE CONCEALED. U SLEEVED CAN 3"4"EAST 1-#10CU GND POLE IN SAME LOCATION(A.B.) 1-#10CU GND 2-#8 GU & © M81(A.B.) Q M6-1� IN 1"C M6-3 N 1"C M6-1 1-#10CU GNDI E1 M8-1 6(A.B.) IN 1 C -2-#10 CU & E2 _ - E2 E2 1- I OCQU GND E2 �y� - - - - - - ° JUNCTION BOX A.B. E2 © � 51 W OAK ST STA 50+74.45 LUBE ALLEY STA 52+11.05 r/ I \ 1230 N 7TH AVE \ II y/ 52.64 RT ° 'Iv0� STA 48+81.67 FAMOUS onvE's BED M �� 47.49 RT STA 47+56.92 47.50 RT 6 STA-3 STA `+ ' 47.50 RT 20 GRAPHI0 SCAo .20 °, �, 75.01 ART 6.88 65 RT 137o N 7TH QvE. // 1! R FROM POLE MOUNTED ( IN FEET) TRANSFORMER=200'EAST ON 1 inch= 20 ft OAK STREET(A.B.) M 1417 N 77H AVE "' ---CONOOC S AS---- JUNCTION BOX(A.B.) JUNCTION BOX(A.B.) STA 52+99.60 49.25 LT +'�� 11 MOVED TO AVOID MDT STA 58+45.89 STA 54+37.92 Q' INTERCONNECT CONDUIT, -4339-LT I �11 I/ 47.50 LT j STA 55+81.48 A.B. ., .88(A.B.) -48i LT i1 ° o - - - - - 1 ) � o a�.ea ae. a2.6 (A�B.j E2 I E2 _ Z4-# - - + M7-3 EXISTING JUNCTION BOX(A.B.) M7-2 E2 59 LT - - - ° N I - E2 M7-1 © E2 00 Ln 6-#10 CU & 6-#10 CU & -_ M7-3 LO 10 CU & 2- 10 CU & Q 1-#10CU GND 1-#10CU GND � # Q IN 1"C EXISTING CONDUIT NOT USED A B.) 1"C 1-#10CU GND u I a ( ' ° IN 1"C 1-#10CU GND 0 0 0 0 o IN 1"Co - - - + - - - + - - - - + - - - + - - - + - - - + - - - + - - - + - - - + - y - L- Z NORTH 7TH AVENUE Z J J = 2 U 6(A.B.) I 2(A.B.) U 4(A.B.) ' B.) 3(A.B. -4-#10 CU & 6-#10 CU & 2(A.B.) �- 10 Cu & -6-#10 Cu & ~ 6-#10 CU & # M8 Q Q 1-#10CU GND 3(A.B.) 1-#10CU GND M8-2 1-#10CU GND M8 1-#10CU GND 1-#10CU GND IN 1"C MI8-2 IN 1"C N 1'C E2 JUNCTION BOX(A.B.) IN 1"C E2 IN 1"C II E2 _ E2 - ..._ � - JUNCTION BOX(A.B.) y` MOVED TO AVOID „ .�, -EX.POLE - - - - - - - - - - - - - - - - - - �` - - f-� 4)_ --3&-22-fS ��--- - - - S:T"--15447-(Aa_ - - - - - - - - - - - 3RA l,S?' STA 54+55.58 S / 50,24 RT �, 4989 RT �EXISTING JUNCTION BOX(A.B.) STA 5 +73.72 47.50 RT ' KEY NOTES . 47.50'RT \ © CONTRACTOR SHALL INTERCEPT AND REUSE EXISTING UNDERGROUND CONDUIT r 420 N 7TH AVE "EXISTING JUN BOX(A.B.) IXXON GAS TO ROUTE UNDER ROADWAYS.NEW CONDUIT AND TRENCHING SHALL BE PROVIDED k / � PROVIDE NEW UNDERGROUND FEEDERS TO METER PEDESTAL AT THIS EVERYWHERE ELSE. USE TYPE 1 PULL BOXES AS NEEDED TO INTERCEPT CONDUIT. I 1� •.• o �+ / LOCATION.PROVIDE POLE RISER PER UTILITY REQUIREMENTS. PROVIDE NEW FIXTURE ASSEMBLY AND MOUNT ON EXISTING SIGNAL POLE WITH USE EXISTING TYPE 1 PULL BOX TO FEED POWER TO NEW LUMINARE NEW FIXTURE POLE AND ARM.TOTAL HEIGHT OF THE POLE SHALL BE 45'WITH A 15' - ARM PER MDT STANDARDS.BASE BID SHALL BE FULL CUTOFF COBRA HEAD,ADD 12> MOUNTED ON EXISTING POLE AND ARM.EXISTING CONDUIT IS 2'STEEL ALT#1 SHALL BE DECORATIVE FIXTURE MOUNTED TO ASSEMBLY. WITH 21.81%FILL. ADDITIONAL CONDUCTORS BRING THE FILL TO 24.06%. NOTE: GRAPHIC SCALE USE WATER TIGHT CONNECTORS FOR SPLICES IN PULL BOX. STATIONED ALIGNMENT IS BASED UPON THE ism 20 0 10 20 © ADD ALT#1:PAINT SIGNAL FIXTURE AND ASSEMBLY IN PLACE.SEE SPECIFICATIONS. WEST TOP BACK OF CURB BETWEEN DURSTON ROAD AND OAK STREET AND PROJECTED 44.50 ( IN FEET) © NEW METER PEDESTAL.PROVIDE NEW UNDERGROUND FEEDERS TO METER FEET EAST 70 THE DISPLAYED LOCATION. 1 inch= 20 ft. PEDESTAL AT THIS LOCATION. REVISIONS VERIFY SCALE! O N T g N DRAWN BY: ARG PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY 2880 Technology Blvd.W. � 063O�v CHK'D.BY: CDZ N.7TH AVENUE LIGHTING IMPROVEMENTS-2012 0417.063 REDUCED.UNEBELOW 1 UPDATED LUMINAIRE LOCATIONS Q 04/09/13 CZ J MORRISON Engineers Bozeman,MT 59718 ' A SHEET NUMBER MEASURES ONE INCH ON ORIGINAL DRAWING. -A Surveyors ITNE APPR.BY: CDZ BOZEMAN MT Scientists DATE: 8/2012 DRAWING NUMBER Planners Phone:(406)587-0721 � g W bI 'u Q.A.REVIEW ELECTRICAL PLAN MODIFY SCALE ACCORDINGLY! An Em to ee-O-d ComMAIERLE'INC. Fax:(406)922-6702 �F.S 3 f G� E1.3 N:\0417\063WCAD\Sheets\Record Drawings\E1.3.dwg Plotted by cooper krause on Dec/20/2013 P Y P Y COPYRIGHT®MORRISON-MAIERLE,INC.,2013 S/ONAL �'� DATTE: STA 46+50 TO STA 58+50 R k/ 00 E2 m LO Q � o NORTH 7TH AVENUELLJ o o - - - + - - - + - - - + - - - + - - - + - Z_ J = s(A;? BL 1—# U 0 Cu NOT INSTALLED(A.B.) NOT INSTALLED(A.B.) —#1 1 0CU GND QN 1"C 4 CD E2 M8-1 CO M8 STA 58+99.40 '° © —CONTINUE 0 BRIDGE LIGH 49.57 RT 1500 N 7TH AVE WALMART SUPERCENTER NOTE: �- KEY NOTES STATIONED ALIGNMENT IS BASED UPON THE WEST TOP BACK OF CURB BETWEEN DURSTON GRAPHIC SCALE ROAD AND OAK STREET AND PROJECTED 44.50 20 0 10 20 FEET EAST TO THE DISPLAYED LOCATION. L1> NEW METER PEDE PEDESTAL AT THIS LOCATION. IN FEET) I inch= 20 ft. CONTRACTORS SHALL INTERCEPT AND REUSE EXISTING UNDERGROUND ER ROADWAYS.NEW ILL>CONDUIT AND TRENCHING SHALL B ELSE. USE TYPE 1 PULL BOXES AS NEEDED TO RECORD D RAW I N G © INTERCEPT EXISTING LIGHTING CONDUCTORS HERE. SPLICE USE EXISTING CONDUIT TO RER WN. COORDINATE WITH UTILITY TO PROVIDE SERVICE TO THIS LOC L PROVIDE CONDUIT PER ED UTILITY'S REQUIREMENTS NOT INSTALLED(A.B.) REVISIONS PROJECT NUMBER VERIFY SCALE! 0 N T A.y DRAWN BY: ARG THESE PRINTS MAY BE NO. DESCRIPTION DATE BY 2880 Technology Blvd.W. � /V4 CHK'D.BY: CDZ N.7TH AVENUE LIGHTING IMPROVEMENTS-2012 0417.063 REDUCED.ONE IN LOW MORRISON En ineers SHEET NUMBER MEASURES ONE INCH ON 9 BOZeman,MT 59718 surveyors A APPR.BY: CDZ BOZEMAN MT ORIGINAL DRAWING. SCientiat5 THE /2012 MAIERLE INC. 1 g�P DATE: 8VIEW Planners Phone:(406)587-0721 A � DRAWING NUMBER Fax: 406 922-6702 � �°' Q.A.REVIEW ELECTRICAL PLAN [AL MODIFY SCALE ACCORDINGLY! An Employee-Oumed Company ( ) FSS,i ISTER��G BY: STA 58+50 TO END E I A NA0417\063WCAD\Sheets\Record Drawings\E1.4.dwg Plotted by Cooper krause on Dec/20/2013 COPYRIGHT C MORRISON-MAIERLE,INC.,2013 OVAL DATE: 923 N 7TH AVE ` GALLATIN VALLEY FURNITURE U) CARPET ONE ° o 14 e ' — —"r — — —°r — — — — — — —� —rrr — — — — — -- — — —vr -- rT 00 CIVIL CONSTRUCTION BEYOND co JUNIPER ST. IS NOT PART OF CONTRACT LQ - - NORTH 7TH AVENUE 0 _ o _ U)LIJ o BASELINE - - — - - — _ _(THIS S NO C/L OF RO DWY OR RIGHT—OF—WAY) _ z J CIVIL CONSTRUCTION BEYOND U 'TV JUNIPER ST. IS NOT PART OF CONTRACT C� $° G , p ° ° GRAPHIC SCALE 20 0 0 20 ( IN FEET) 10 N 7TH AVE \ ~ I/ 912 N 7TH AVE 1 inch= 20 ft. ' FIRESTONE AUTOCARE 1� �" ago r / VAN'S IGA H NOTES RECORD DRAWING 1. STATIONED ALIGNMENT IS BASED UPON THE WEST TOP BACK OF CURB BETWEEN DURSTON ROAD AND OAK STREET AND PROJECTED 44.50 FEET EAST TO THE DISPLAYED LOCATION. 2. CONTRACTOR TO ENSURE THAT NEW CONDUIT INSTALLATION WILL NOT CONFUCT WITH NEW SIGNPOST LOCATIONS. 3. "RESEP'NOTES FOR SIGNS,MAILBOXES, ETC.ARE TYPICAL FOR ALL APPURTANCES POTENTIALLY DISTURBED DURING CONSTRUCTION(ON AN AS NEEDED BASIS). j 9 f CITY OF BOZEMAN 111 N 7TH AVE U) PARK RESET EXISTING SIGNPOST Wd AND SIGN FOLLOWING CONDUIT INSTALLATION F GE ROAD IMPROVEMENTS Z o (SEE SHEET C4) — — - - - - - - - - - - - - - - — — — — — — — — — — — — - - - - — - - - - - — — — — RESTORE BOULEVARD AREAS, AS 0 WELL AS OTHER DISTURBED AREAS. RESET EXISTING SIGNPOST C) + RESET EXISTING SIGNPOST (GRADING, SEEDING, IRRIGATION PROPOSED LIGHT REMOVE EXISTING SIGNS (4) FROM AND SIGNS FOLLOWING + 00 AND SIGNS FOLLOWING REPAIR, ETC.), TiP. (SEE ELECTRICAL PLANS, TYP.) EXISTING LUMINAIRE. INSTALL NEW CONDUIT INSTALLATION CY) (o CONDUIT INSTALLATION SIGNPOST AND MOUNT EXISTING It Q SIGNS PER COB DETAIL #09810-1. Q o o NORTH 7TH AVENUE o o U) 0 BASELINE 0 0 0 + — — � — — — + — — — + — — — — — — + — — — + — — — + — — — + — — — + — — — + — — — � — — — + z (THIS IS NOT C/L OF ROA WAY OR RIGHT—OF—WAY) _ RESET EXISTING RESET EXISTING SIGNPOST z J MAILBOX FOLLOWING AND SIGNS FOLLOWING J CONDUIT INSTALLATION CONDUIT INSTALLATION U SAWCUT EXST. ASPHALT SIDEWALK REMOVE EXISTING EXISTING II TING SIGN E. INSTALL NEW U (SEE SHEET C4) RESET EXISTING SIGNPOST SIGNPOST AND MOUNT EXISTING SIGN Q AND SIGNS FOLLOWING PER COB DETAIL #09810-1. Q C CONDUIT INSTALLATION - -a - - - - — = — - - - — — — — — — M� - - - - - - — — — — / Y o Ho— ao REMOVE EXISTING SIGN FROM EXISTING LUMINAIRE. INSTALL NEW I SIGNPOST AND MOUNT EXISTING SIGN 2 PER COB DETAIL #09810-1. 1012 N 7TH AVE 1108 N 7TH AVE FIRST NATIONAL PAWN APPLEBEE'S REVISIONS ' 11 VERIFY SCALE! ' ' A'�a� DRAWN BY: JCH PROJECT NUMBER THESE REDUCED. MAY BE NO. DESCRIPTION DATE BY 2880 Technology BlVd.W. _ �''� CHK'D.BY: KDJ NORTH 7TH AVENUE LIGHTING IMPROVEMENTS-2012 0417.063 REDUCED.LINE BELOW MORRISON Engineers Bozeman,MT 59718 ��' SHEET NUMBER MEASURES ONE INCH. Sume m K fLi APPR.BY: ORIGINAL DRAWING. —A Scientyiosts SEN W% DATE: 8DJ012 BOZEMAN MT DRAWING NUMBER MAIERLE INC. Planners Phone:(406)587-0721 ?' D.q.REVIEW CIVIL PLAN 1 MODIFY SCALE ACCORDINGLY! An Employee-Oamed Company Fax:(406)922-6702 `TTrr S 91ST a���?- BY. STA 33+00 TO 43+00 C 1 NA0417W63WCAD\Sheets\Record Drawings\C1-C3.dwg Plotted by cooper krause on Dec/20/2013 COPYRIGHT C MORRISON-MAIERLE,INC.,2013 �"<<kktlll ��` DATE: 1119 N 7TH AVE 1235 N 7TH AVE BOZEMAN INN SANTA FE RED'S FRONTAGE ROAD STREETSCAPE IMPROVEMENTS L (SEE SHEET C4) I. I ILA d „o aeo J11 — — — — — — — — — — — — CD AND EXISTING SIGNPOST - FT- - - - - - - - - CD AND SIGNS FOLLOWING RESTORE BOULEVARD AREAS, AS + REMOVE EXISTING SIGNS (3) FROM CONDUIT INSTALLATION WELL AS OTHER DISTURBED AREAS. REMOVE EXISTING SIGNS (2) FROM + (Y) EXISTING LUMINAIRE. INSTALL NEW EXISTING LUMINAIRE. INSTALL NEW 00 SIGNPOST AND MOUNT EXISTING (GRADING, SEEDING, IRRIGATION SIGNPOST AND MOUNT EXISTING SIGNS PER COB DETAIL #09810-1. REPAIR, ETC.), TYP. SIGNS PER COB DETAIL #09810-1. U) 0 NORTH 7TH AVENUE 0 0 0 U) 0 o BASELINE 0 0 — — — + z (THIS IS NOT C/L OF ROADWAY OR RIGHT—OF—WAY) z PROPOSED LIGHT (SEE ELECTRICAL PLANS, TYR.) RESET EXISTING SIGNPOST U AND SIGN FOLLOWING REMOVE EXISTING SIGNS (3) FROM CONDUIT INSTALLATION EXISTING LUMINAIRE. INSTALL NEW Q SIGNPOST AND MOUNT EXISTING RESET EXISTING SIGNPOST AND SIGN Q SIGNS PER COB DETAIL #09810-1. TO SHOWN LOCATION FOLLOWING CONDUIT INSTALLATION 20 GRAPHIC 0 SCALE 200 I � ( IN FEET) 1108 N 7TH AVE 1126 N 7TH AVE 1 inch= 20 ft. APPLEBEE'S K—MART NOTES RECORD DRAWING 1. STATIONED ALIGNMENT IS BASED UPON THE WEST TOP BACK OF CURB BETWEEN DURSTON ROAD AND OAK STREET AND PROJECTED 44.50 FEET EAST TO THE DISPLAYED LOCATION. 2. CONTRACTOR TO ENSURE THAT NEW CONDUIT INSTALLATION WILL NOT CONFLICT WITH NEW SIGNPOST LOCATIONS. 3. "RESET"NOTES FOR SIGNS,MAILBOXES, ETC.ARE TYPICAL FOR ALL APPURTANCES POTENTIALLY DISTURBED DURING CONSTRUCTION(ON AN AS NEEDED BASIS). 1235 N 7TH AVE REMOVE EXISTING SIGN FROM BOZEMAN INN H RESET EXISTING SIGNPOSTS 1303 N 7TH AVE SANTA FE RED'S / 2, U) \ ° do\tl'�AND SIGNS FOLLOWING SCRUBBY'S CAR WASH EXISTING LUMINAIRE. INSTALL NEW M &QNDUIT INSTALLATION SIGNPOST AND MOUNT EXISTING SIGN a° Z, PER COB DETAIL #09810-1. RESET EXISTING SIGNPOSTS AND SIGNS FOLLOWING CONDUIT INSTALLATION ft° Off ° REUSE EXISTING UNDERGROUND _1 CONDUITS FOR SIDEWALK CROSSINGS. — _ CONTRACTOR TO COORDINATE WITH — — — — — - -- — MDT/NORTHWESTERN ENERGY FOR LOCATES. REUSE EXISTING UNDERGROUND s CONDUIT FOR ROADWAY CROSSING. REUSE EXISTING UNDERGROUND 0 + PROPOSED LIGHT - CONTRACTOR TO COORDINATE WITH CONDUIT FOR ROADWAY CROSSING. + 00 (SEE ELECTRICAL PLANS, TYP.) I MDT/NORTHWESTERN ENERGY FOR LOCATES. CONTRACTOR TO COORDINATE WITH M MDT/NORTHWESTERN ENERGY FOR LOCATES. LO Q Q U) o I 0 NORTH 7TH AVENUE o o U) 0 0 0 BASELINE 0 — — — — — z (THIS IS NOT C/L OFOA RDWAY OR RIGHT—OF—WAY) REUSE EXISTING UNDERGROUND Z J RESTORE BOULEVARD AREAS, AS CONDUIT FOR SIDEWALK CROSSING. _ J WELL AS OTHER DISTURBED AREAS. CONTRACTOR TO COORDINATE WITH REUSE EXISTING UNDERGROUND (GRADING, SEEDING, IRRIGATION MDT/NORTHWESTERN ENERGY FOR LOCATES. CONDUIT FOR ROADWAY CROSSING. CONTRACTOR TO COORDINATE WITH RESET EXISTING SIGNPOSTS (2) MDT/NORTHWESTERN ENERGY FOR LOCATES. U REPAIR, ETC.), TYP. I CONDUIT INSTALLATION C \Cl AND SIGN FOLLOWING C� G G REMO EXISTING SIGN FROM M EXISTING LU INAIRE. INSTALL NEW IGNPOST AN MOUNT EXISTING SIGN PER OB DETAIL #09810-1. 1230 N 7TH AVE FAMOUS DAVE'S BBQ I LUBE ALLEY° e REVISIONS '�"A`�,1,' VERIFY SCALE! DRAWN BY: JCH PROJECT NUMBER THESEPRINTS MAYBE NO. DESCRIPTION DATE BY 2880 Technology Blvd.W. I1j,,, CHK'D.BY: KDJ NORTH 7TH AVENUE LIGHTING IMPROVEMENTS-2012 0417.063 REDUCED.LINE BELOW MORRISON Engineers Bozeman,MT 59718 ' SHEET NUMBER MEASURES ONE INCH ON ORIGINAL DRAWING. —A sumeyomti.t. Ty.% APPR.BY: KDJ BOZEMAN MT Scientists 0 EN L�% 1 E W% DATE: 8/2012 DRAWING NUMBER MAIERLE Planners Phone:(406)587-0721 _= CIVIL PLAN Fax: 406 922-6702 r4 .R �_= Q.A.REVIEW C2 MODIFY SCALE ACCORDINGLY! An INC.Employee-O—d Company ( ) 141S/91$T F(LC� BY: STA 43+00 TO 53+00 L NA0417W63\ACAD\Sheets\Record Drawings\C1-C3.dwg Plotted by cooper Krause on Dec/20/2013 COPYRIGHT C MORRISON-MAIERLE,INC.,2013 I"�I�NAL„���` DATE: 1417 N 7TH AVE ,f CONOCO GAS / $ & ARBYBY'S REMOVE EXISTING SIGN FROM !` M M EXISTING LUMINAIRE. INSTALL NEW SIGNPOST AND MOUNT EXISTING SIGN / PER COB DETAIL #09810-1. \� OO v REMOVE EXISTING SIGN FROM REMOVE EXISTING SIGNS (3) FROM EXISTING LUMINAIRE. INSTALL NEW EXISTING LUMINAIRE. INSTALL NEW SIGN PER COB DETAIL #0 GNPOST AND MOUNT . SIGNPOST AND MOUNT EXISTING SIGNS PER COB DETAIL #09810-1. c:) 4+ REUSE EXISTING UNDERGROUND REUSE EXISTING UNDERGROUND REUSE EXISTING UNDERGROUND +� m CONDUIT FOR ROADWAY CROSSING. CONDUIT FOR ROADWAY CROSSING. CONDUIT FOR ROADWAY CROSSING. Ln CONTRACTOR TO COORDINATE WITH CONTRACTOR TO COORDINATE WITH CONTRACTOR TO COORDINATE WITH MDT/NORTHWESTERN ENERGY FOR LOCATES. MDT/NORTHWESTERN ENERGY FOR LOCATES. MDT/NORTHWESTERN ENERGY FOR LOCATES. = Q NORTH 7TH AVENUE 0 0 0 0 BASELINE - - - - - - (THIS IS NOT C/L OF ROADWA tU Y T- AY OR RIGHT -WAY) z REUSE EXISTING UNDERGROUND J RESTORE BOULEVARD AREAS, AS J CONDUIT FOR ROADWAY CROSSING. CONTRACTOR TO COORDINATE WITH WELL AS OTHER DISTURBED AREAS. MDT/NORTHWESTERN ENERGY FOR LOCATES. (GRADING, SEEDING, IRRIGATION REUSE EXISTING UNDERGROUND U REPAIR, ETC.), TYP. CONDUIT FOR ROADWAY CROSSING. PROPOSED LIGHT U CONTRACTOR TO COORDINATE WITH (SEE ELECTRICAL PLANS, TYP.) CQ r MDT/NORTHWESTERN ENERGY FOR LOCATES. CQC G G REMOV EXISTING SIGN FROM �✓„r / J,// RES- EXINLUM AIRE. INSTALL NEW EXISTING SIGNPOSTj�,SIGN OST AN MOUNT EXISTING SIGN AND SIGNS FOLLOWING- 2o GRAPHIp SCATo 20 ` P COB DETAIL #09810-1. CONDUIT INSTALLATION RESET EXISTING SIGNPOST RESET EXISTING SIGNPOST / AND SIGN FOLLOWING AND SIGNS FOLLOWING Tx FEET 0 CONDUIT INSTALLATION CONDUIT INSTALLATION 1 inch= 20 ft. °° o" , E%XN GAS. ' ,° "°�. n ` II WALMART Sl1PERC NTER - - - - — — — — — 5 NOTES: 1. STATIONED ALIGNMENT IS BASED UPON THE WEST TOP BACK OF CURB BETWEEN N ROAD AND OAK STREET AND PROJECTED 44.50 FEET EAST TO THE DISPLAYED LOCATION. RECORD DRAWING 2. CONTRACTOR TO ENSURE THAT NEW CONDUIT INSTALLATION WILL NOT CONFLICT WITHITH NEW SIGNPOST LOCATIONS. 3. "RESET"NOTES FOR SIGNS, MAILBOXES, ETC.ARE TYPICAL FOR ALL APPURTANCES POTENTIALLY DISTURBED DURING CONSTRUCTION (ON AN AS NEEDED BASIS). U 00 �4U Qz / K7- I 00 - - - r - -r -r - + 00 m L0 PROPOSED LIGHT (SEE ELECTRICAL PLANS, TYP.) � � o rn + W o BASELINE o NORTH 7TH AVENUE o t - - LLJ z - - + - - - + (THIS IS NOT C/L OF ROADWAY OR RIGHT-OF-WAY) - + - - - + - - - + - - - + J RESTORE BOULEVARD AREAS, AS III WELL AS OTHER DISTURBED AREAS. (GRADING, SEEDING, IRRIGATION 0 REPAIR, ETC.), TYP. REUSE EXISTING UNDERGROUND Q ( CONDUIT FOR ROADWAY/SIDEWALK CROSSINGS. CONTRACTOR TO COORDINATE WITH MDT/NORTHWESTERN ENERGY FOR LOCATES. -- - - / — - — — — — 7 g C/) � 'ROD N 7TH AVF , LLJ O 0 WALMART,SUPERCENTER \ `1 1 1 VERIFY SCALE! REVISIONS '� II DRAWN BY: JCH PROJECT NUMBER NO. DESCRIPTION DATE BY 0417.063 REDUCED. LINE MAYBE 2880Techno logy Blvd.W. ��� CHK'D.BY: KDJ NORTH 7TH AVENUE LIGHTING IMPROVEMENTS-2012 REDUCED.LINE BELOW eers Engin Bozeman,MT 59718 i SHEET NUMBER MEASURES ONE INCH ON MORRISON ORIGINAL DRAWING. Surveyors - KEVI D wy PR.BY: KDJ BOZEMAN MT Scientists ggg W� DATE: 8/2012 ~~ MAIERLE INC. Planners Phone:(406)587-0721 rF 0.13 g P ?, CIVIL PLAN DRAWING NUMBER Fax: 406 922-6702 r Q.A.REVIEW �� MODIFY SCALE ACCORDINGLY! An Employee-Oumed Company ( ) r4,6, TE BY: STA 53+00 TO END NA0417W63\ACAD\Sheets\Record Drawings\C1-C3.dwg Plotted by cooper krause on Dec/20/2013 COPYRIGHT C MORRISON-MAIERLE,INC.,2013 I"II�NAL„���` DATE: (.A Lp, c0 0 NOTES: I T T I. ASPHALT SHALL BE TYPE B-MODIFIED,COMPACTED TO 93%RICE 0 0 DENSITY AS DETERMINED BY ASTM D2041. 2. BASE COARSE AND SUBGRADE SHALL BE COMPACTED TO 95%RELATIVE 0 BASELINE 0 COMPACTION BASED UPON AASHTO T-99. (THIS IS NOT C/L OF ROADWAY OR RIGHT-OF-WAY) 3"ASPHALT COURSE 6"OF 1-1/2'MINUS CRUSHED BASE COURSE MATERIAL .:(a `::y;_;'j;S;'::icct;i<-;>J;�`!C :5'r=s:�.:i<.';'r:'• `:.�:i:�,.. '-�<':.r.: 12"OF 6"MINUS UNCRUSHED NORTH 7TH AV E N U E ///////��/////��//�//�//�/��/��//�//�//�/��//� (CAN ELIMINATE IF EXISTING SUB-BASE IS ADEQUATE;TO COMPACTED SUBGRADE BE DETERMINED BY ENGINEER. INSTALL MINIMUM 6" TOPSOIL, GRADE BETWEEN CURB AND ASPHALT EDGE, AND SEED. PAVEMENT SECTION n3 N RECORD DRAWING a- NOTE: ALL NEW SIGNS AND SIGNPOSTS TO BE INSTALLED PER COB DETAIL # 09810-1 — — p.° RIBBON CURB PER COB DETAIL #02528-1. \, (USE SPILL CURB SECTION WITHOUT TBC. 'f'j 7���7 REMOVE AND DISPOSE OF EXISTING �'� 'f7 ASPHALT BETWEEN CURB AND ASPHALT CONTINUE}" PER 1' SLOPE FOR 2'.) �� 1012 N 7TH AVE FIRST NATIONAL PAWN SAWCUT LINE. STANDARD CURB AND GUTTER Q�bd Q�dbC PER GOB DETAIL #02528-1 FIRST NATIONAL PAWN STREETSCAPE IMPROVEMENTS a. �A �� 5ti 1119 N 7TH AVE yg. S4 o atix 8y.� p ° ayx - ° o ° �a p p —rrr ° REMOVE AND SPOSE OF [STING CURB CITY OF BOZEMAN w AND GU FROM APPROX. TA 43+20 PARK o t 10 PILL CURB PER `'k1 REMOVE AND DISPOSE OF '�a �� ° UJI o�P9 o6'd'1A OB DETAIL #02528-1. MISTING ASPHALT BEYOND bti �h al. `So d p r �n c a m i h m i 0 0 'L g (x Xtiti4Q� 9d5 � S CUT LINE �,pT ly ��00 Sr FdO A4�C5/65 ICJ a"yXry,,69 P re�p`1' N�o-K� Nrn ax,Z, Zt1>,G ❑ 48.9�0 ZZ e °° J (. L ��." -�, ,t i. 'I1ry k�— -6 41t WN 47 ex 2 h N a v - PED YDO }XyoNe PCae}2tiaP — ' '° _ pP __ — PUBLICLY-MAINTAINED �(P�pEG y(P C y.��F,O P,P GRAPHIC SCALE d�Qe — 10 O 5 10 �y10 5 SIDEWALK PER COB �.G �. A���• ( IN FEET) DETAIL # 02529-15 Z01\ ZO3� q°,!J 1 inch= 10 ft. SAWCUT EXST. APPROACH. TRANSITION FROM INSTALL 6"X6' SDWK. PER. CATCH TO SPILL CURB NOTE: COB DETAIL #02529-12 RESET SIGNS STATIONED RESET SIGNS WEST TOP BACK MOF CURBENT IS SED UPON THE SEE SHEET C2 BETWEEN DURSTON SEE SHEEP C2 ROAD AND OAK STREET AND PROJECTED 44.50 FEET EAST TO THE DISPLAYED LOCATION. RE-GRADE AND RE-SEED BOULEVARD AREAS NORTH 7TH AVENUE PED RAMP PER NEW LUMINAIRE AND WIRING .....,r„+..w COB DETAIL #02529-8 w SEE E-SHEETS rn; i rn 41 41 41 C�J � CT1 O BASELINE 0 0 0 (THIS IS NOT C/L OF ROADWAY OR RIGHT-OF-WAY) 0 0 _ _ _ _ _ r_3_'�FRONTAGE ROAD STREETSCAPE IMPROVEMENTS REVISIONS 1 1 VERIFY SCALE! ,� al'.� A'� I DRAWN BY: JCH PROJECT NUMBER THESE NO. DESCRIPTION DATE BY 0417.063 REDUCED. LINE MAYBE 2880 Technology Blvd.W. _ �y CHK'D.BY: KDJ NORTH 7TH AVENUE LIGHTING IMPROVEMENTS-2012 REDUCED.LINE BELOW Engineers Bozeman,MT 59718 SHEET NUMBER MEASURES ONE INCH ON MORRISON ORIGINAL DRAWING. Surve}rors KEVN wj PR.BY: KDJ BOZEMAN MT Scientists W% DATE: 8/2012 INC. Planners Phone:(406)587-0721 No.13 L9 P =; DRAWING NUMBER MODIFY SCALE ACCORDINGLY! AIERLE,I Fax:(406)922-6702 �4� c 6 �> Q.A.REVIEW CIVIL STREETSCAPE DETAILS �� An Employee-Domed Company t..SY ST `a BY: NA0417\063\ACAD\Sheets\Record Drawings\C4.dwg Plotted by cooper kmuse on Dec/20/2013 COPYRIGHT C MORRISON-MAIERLE,INC.,2013 I"rI�NAL„��-` DATE: