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HomeMy WebLinkAboutNorth 7th Avenue Lighting Improvements - 2015N:\0417\063\ACAD\SHEETS-PHASE 2\RECORD DRAWINGS - PHASE 2\COVER.DWG PLOTTED BY:DEAN SQUIRES ON 11/17/2016 SET NO.MMI PROJECT NO. 0417.063 APPROVED BY: KEVIN D. JACOBSEN Project Manager PROJECT LOCATION NORTH 7TH AVENUE LIGHTING IMPROVEMENTS - 2015 CONSTRUCTION DRAWINGS FOR May 2015 PREPARED BY: 2016 LOCATION MAP VICINITY MAP SCALE: 1"=5000' NO SCALE PROJECT LOCATION ‹COPYRIGHT MORRISON-MAIERLE, INC., 2880 Technology Blvd. W. Bozeman, MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 DILLON DEER LODGE POLSON ANACONDAHAMILTON MILES CITY GLENDIVE GLASGOW HAVRE BILLINGS HELENA BUTTE GREAT FALLS BOZEMAN LIVINGSTON LEWISTOWN KALISPELL MISSOULA LIBBY CONRAD BOZ E M A N N 7TH AVEW PEACH STN 19TH AVEI-90 BOZEMAN, MT W OAK ST DURSTON RD MAIN ST SHEET INDEX SHEET TITLE COVER COVER SHEET G1 GENERAL NOTES, LEGEND & ABBREVIATIONS G2 SURVEY CONTROL SHEET EO.1 ELECTRICAL NOTES EO.2 ELECTRICAL DETAILS EO.3 ELECTRICAL DETAILS EO.4 ELECTRICAL DETAILS EO.5 ELECTRICAL DEMO PLAN - STA 22+50 TO STA 38+50 E1.1 ELECTRICAL PLAN - STA 22+50 TO STA 34+50 E1.2 ELECTRICAL PLAN - STA 34+50 TO STA 38+50 E1.3 ELECTRICAL PLAN - STA 30+00 TO STA 31+00 DETAIL E2.1 ELECTRICAL RETROFIT PLAN (JUNIPER TO I-90) C1 CIVIL PLAN - STA 22+50 TO 34+50 C2 CIVIL PLAN - STA 34+50 TO 38+50 C3 CIVIL STREETSCAPE DETAILS - U-HAUL & CARx Project Principal Peer Reviewer Discipline Head or Office Manager Project Manager QUALITY ASSURANCE Project Number Office Manager Approval Date Quality Assurance Number JACK R. SCHUNKE KEVIN JACOBSEN 0417.063 DAVID LANDSVERK / ROGER SOMERVILLE KEVIN JACOBSEN 0417.063-088.000314 APRIL 2, 2015 RECORD DRAWING (JULY 2016) CIVIL STREETSCAPE DETAILS - GALLATIN VALLEY FURNITURE CARPET ONE & U-HAUL MODIFICATIONS (A.B.)C4 SB SD PP MH .')'0& EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING SANITARY SEWER MANHOLE EXISTING STORM DRAIN FACILITIES EXISTING FIBER/TELEPHONE FACILITIES EXISTING ELECTRICAL FACILITIES EXISTING GAS FACILITIES EXISTING TRAFFIC SIGN EXISTING TRAFFIC SIGNAL EXISTING WELL EXISTING CMP CULVERT EXISTING RCP CULVERT ESD EXISTING STORM SEWER MAIN ES ES EXISTING SAN SEWER MAIN ESS EXISTING SAN SEWER SERVICE F EXISTING FIBER OPTIC EXISTING UNDERGROUND POWEREEE EXISTING UNDERGROUND TELEPHONET C C C EXISTING UNDERGROUND CABLE EXISTING GAS LINE EXISTING OVERHEAD POWER OHT OHT EXISTING OVERHEAD TELEPHONE P P P EXISTING PETROLEUM LINE EW EW EXISTING WATER MAIN EWS EXISTING WATER SERVICE SD SD RD RD PROPOSED STORM DRAIN INLET PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN PROPOSED ROOF DRAIN PROPOSED SAN SEWER CLEANOUTS WS WS UTIL UTIL PROPOSED SAN SEWER SERVICE PROPOSED WATER SERVICE PROPOSED UTILITY CONDUIT SS SS EXISTING BUILDING EXISTING BUILDING ROOF EXISTING CONCRETE EXISTING CURB FACE EXISTING CURB FLOWLINE EXISTING TOP BACK OF CURB EXISTING PARKING STRIPE EXISTING ASPHALT EXISTING GRAVEL EDGE EXISTING SIDEWALK PROPOSED BUILDING PROPOSED CONCRETE PROPOSED CURB FLOWLINE PROPOSED TOP BACK OF CURB PROPOSED PARKING STRIPE PROPOSED ASPHALT PROPOSED GRAVEL EDGE PROPOSED SIDEWALK GRAPHICAL SIDEWALK JOINT PROPOSED ASPHALT GRADE BREAK EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR   PERF PERF PROPOSED PERFORATED DRAIN PIPE IRRIG IRRIG PROPOSED IRRIGATION SLEEVE GENERAL NOTES, LEGEND, & ABBREVIATIONS N. 7TH AVENUE LIGHTING IMPROVEMENTS - 2015 ˆ 2880 Technology Blvd. W. Bozeman, MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DRAWN BY: CHK'D. BY: APPR. BY: DATE: Q.A. REVIEW DATE: BY: COPYRIGHT MORRISON-MAIERLE, INC.,2016 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! REVISIONS DATEDESCRIPTIONNO.BY N:\0417\063\ACAD\Sheets-Phase 2\Record Drawings - Phase 2\G1.dwg Plotted by dean squires on Nov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Bozeman, MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DRAWN BY: CHK'D. BY: APPR. BY: DATE: Q.A. REVIEW DATE: BY: COPYRIGHT MORRISON-MAIERLE, INC.,2016 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! REVISIONS DATEDESCRIPTIONNO.BY N:\0417\063\ACAD\Sheets-Phase 2\Record Drawings - Phase 2\G2.dwg Plotted by dean squires on Nov/17/2016 0417.063 G2 BOZEMAN MT KDJ KDJ KDJ 5/2015 RS 3/2015 SURVEY CONTROL SHEET N. 7TH AVENUE LIGHTING IMPROVEMENTS - 2015 016'5 4'('4'0%'#..5748';/107/'0655'%6+105%140'45%140'45#0&2412'46;%140'4524+1461$'+0)&+5674$'&$; %105647%6+10#0;/107/'065#0&%140'45&+5674$'&&74+0)%105647%6+105*#..$'4'2.#%'&$;#241('55+10#..#0&5748';14 2.5 4')+56'4'&+06*'56#6'1(/106#0# #'4+#.18'4.#;(41/%+6;1($1<'/#0#'4+#.&#6'&#'4+#.9#5$'56Ä(+6616*'6121)4#2*+%5748'; JQTK\QPVCNFCVWOOQPVCPCUVCVGRNCPEQQTFKPCVGU[UVGO\QPGPCF 8'46+%#.&#67/0146*#/'4+%#08'46+%#.&#67/1( 0#8& %+6;1($1<'/#08'46+%#.&#67/0#8&Ä(6 5748';%10641.&#6# 21+06&'5%ITKF0146*+0)ITKF'#56+0)'.'8#6+10 )25 &'5%4+26+10 0#;2% ;2%Ä)#5610 #%Ä'5 0#$%Ä+0 #%Ä9'56'40 %2Ä&0#+. N. 7TH AVENUE     0# 0# 0# 0#W. OAK STREETW. OAK STREETW. BIRCH STREETW. JUNIPER STREETW. TAMARACK STREETW. ASPEN STREETHEMLOCK STREETW. ASPEN STREETW. PEACH STREETDURSTON ROADÄ+0%*4'$#40# RECORD DRAWING ˆ 2880 Technology Blvd. W. Bozeman, MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DRAWN BY: CHK'D. BY: APPR. BY: DATE: Q.A. REVIEW DATE: BY: COPYRIGHT MORRISON-MAIERLE, INC.,2016 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! REVISIONS DATEDESCRIPTIONNO.BY N:\0417\063\ACAD\Sheets-Phase 2\Record Drawings - Phase 2\E0.1.dwg Plotted by dean squires on Nov/17/2016 0417.063 E0.1 BOZEMAN MT ARG ACB ARG 3/2015 DDL 3/2015 ELECTRICAL NOTES N. 7TH AVENUE LIGHTING IMPROVEMENTS - 2015 INCOMING ELECTRICAL SERVICE DIVISION OF RESPONSIBILITY ELEC. CONTR. UTILITY CO. PRIMARY CONDUIT X PRIMARY CONDUCTORS X POLE MOUNT TRANSFORMER X POLE RISER X TRANSFORMER CONNECTIONS X SECONDARY CONDUIT X SECONDARY CONDUCTORS X DISCONNECT X METER BASE X METER X AVAILABLE FAULT CURRENT AT SERVICE POINT:x,xxxA @ 120/240V 1P, 3W XFMR NOTES: 1. CONTACT AND COORDINATE ALL REQUIREMENTS AND RESPONSIBILITIES WITH SERVING UTILITY COMPANIES PRIOR TO SUBMITTING BID 2. ALL SERVICE INSTALLATION WORK SHALL BE IN STRICT COMPLIANCE WITH THE REQUIREMENTS OF THE SERVING UTILITIES. POWER CONTACT: LINDA GALE NORTHWESTERN ENERGY BOZEMAN, MT (406) 582-4608 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. ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTIONS MOUNTING HEIGHT, UNO BRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN TO PANEL WITH CIRCUITS AS NOTED. WIRE SIZE IS #12 UNLESS NOTED OTHERWISE. SHORT TICK MARKS INDICATE PHASE CONDUCTORS. LONG TICK MARKS INDICATE NEUTRAL CONDUCTORS. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH 120V BRANCH CIRCUIT. A SINGLE INSULATED GREEN GROUND CONDUCTOR SHALL BE PROVIDED WITH EACH HOME RUN. RACEWAY BELOW FLOOR OR BELOW GRADE RACWAY STUB-OUT OR STUB-UP WITH BUSHED END PAD MOUNTED TRANSFORMER UTILITY ELECTRIC METER SEE DETAIL 8/E0.2. METER LINE BREAK HANDHOLE SEE DETAIL 6/E0.2 KEY NOTE. REFER TO SPECIFIC NOTE ON SAME DRAWING SHEET. POLE MOUNTED LUMINAIRE ASSEMBLY SECURED TO CONCRETE BASE. LETTER INDICATES FIXTURE TYPE. PHOTOCELL DUPLEX RECEPTACLE.18" SPECIAL PURPOSE OUTLET, LETTER INDICATES TYPE. SEE SPEC.18" JUNCTION BOX FUSED DISCONNECT SWITCH BRANCH CIRCUIT PANELBOARD BREAKER CONTACTOR 1. THESE SYMBOLS COMPRISE A STANDARD LIST; NOT ALL SYMBOLS APPEAR ON THIS PROJECT. 2. ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE ABOVE FINISHED FLOOR. MOUNTING HEIGHTS INDICATED ON ARCHITECTURAL WALL ELEVATIONS OR AS NOTED SPECIFICALLY ON THE DRAWINGS OR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER MOUNTING HEIGHTS LISTED. HH 1 C ABBREVIATIONS A or AMP AMPERES AC ALTERNATING CURRENT A/C AIR CONDITIONING AF AMP FUSE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AL ALUMINUM AS AMP SWITCH BAS BUILDING AUTOMATION SYSTEM BKR BREAKER C RACEWAY/CONDUIT CB CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION CKT CIRCUIT C.O.RACEWAY/CONDUIT ONLY, WITH PULL STRING CNTRL CONTROL CU COPPER DISC DISCONNECT DIST DISTRIBUTION DPDT DOUBLE POLE DOUBLE THROW DWG DRAWING EA EACH EF EXHAUST FAN ELEC ELECTRIC EMT ELECTRICAL METALLIC TUBING EQUIP EQUIPMENT EX OR EXIST EXISTING FD FUSED DISCONNECT FLR FLOOR FO FIBER OPTIC FVNR FULL VOLTAGE NON-REVERSING FVR FULL VOLTAGE REVERSING GEC GROUNDED ELECTRODE CONDUCTOR GFI GROUND FALUT INTERRUPTER GND GROUND GRC GALVANIZED RIGID CONDUIT HID HIGH INTENSITY DISCHARGE HOA HAND-OFF-AUTOMATIC HP HORSEPOWER HPS HIGH PRESSURE SODIUM HTR HEATER HZ HERTZ J-BOX JUNCTION BOX KVA KILOVOLT AMPERES KW KILOWATTS LTG LIGHTING MAX MAXIMUM MH METAL HALIDE MIN MINIMUM N NEUTRAL NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NFD NON-FUSED DISCONNECT NIC NOT IN CONTRACT NO NORMALLY OPEN #NUMBER OC ON CENTER OH OVERHEAD P POLE PB PUSHBUTTON PNL PANEL PVC POLYVINYL CHLORIDE CONDUIT PWR POWER RECEPT RECEPTACLE RGS RIGID GALVANIZED STEEL RM ROOM RVNR REDUCED VOLTAGE NON-REVERSING RVR REDUCED VOLTAGE REVERSING SP SINGLE POLE TOGGLE SWITCH SPEC SPECIFICATION SPST SINGLE POLE SINGLE THROW SSPB START-STOP PUSHBUTTON SW SWITCH TC TIME CLOCK TD TIME DELAY TSP TWISTED SHIELDED PAIR TTB TELEPHONE TERMINAL BOARD TYP TYPICAL UG UNDERGROUND UH UNIT HEATER UNO UNLESS NOTED OTHERWISE UON UNLESS OTHERWISE NOTED V VOLT VA VOLT AMPERES W WATTS WP WEATHERPROOF W/O WITHOUT XFMR TRANSFORMER Y WYE CONNECTED DELTA CONNECTED PHASE *THESE ABBREVIATIONS COMPRISE A STANDARD LIST; NOT ALL ABBREVIATIONS APPEAR ON THIS PROJECT. 1.PRIOR TO BID CONTRACTOR SHALL VISIT THE SITES. NOT ALL WORK REQUIRED TO COMPLETE THE PROJECT IS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH ALL THE WORK REQUIRED TO COMPLETE THE PROJECT IN ADDITION TO THE LOCAL CONDITIONS AND INCLUDE SAID WORK IN THE BID. 2.GENERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NECA 1, "STANDARD PRACTICES FOR GOOD WORKMANSHIP IN ELECTRICAL CONTRACTING." THIS PUBLICATION IS AVAILABLE FROM NCSA BY TELEPHONE AT 301-215-4521 OR ON-LINE AT WWW.NECA-NEIS.ORG. 3.U.N.O. ALL POLES AND METER BASES SHALL BE LOCATED 3' FROM BACK OF CURB. VERIFY ALL STATION NUMBERS AND COORDINATE EXACT LOCATION WITH CIVIL DRAWINGS PRIOR TO ROUGH-IN. 4.ALL NEW POLES SHOULD BE PROVIDED WITH BREAKAWAY BOLTS PER MDT REQUIREMENTS. PROVIDE TRANSPO POLE-SAFE MODEL 4100 OR EQUAL. 5.WHERE EXISTING ELECTRICAL CONDUITS ARE NOT AVAILABLE, CONTRACTOR SHALL BORE/DIRECT BURY UNDER ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC. ALL COSTS ASSOCIATED WITH BORING/DIRECT BURY SHALL BE INCLUDED IN CONTRACTOR'S BID PRICE. 6.CONTRACTOR TO MAINTAIN EXISTING LIGHTING LEVELS DURING CONSTRUCTION. CONTRACTOR SHALL PLACE ALL BASES, PULL ALL CONDUCTORS, AND HAVE THE SERVICES INSTALLED PRIOR TO SCHEDULING NWE TO DEMO EXISTING POLES AND OVERHEAD POWER. ONLY SCHEDULE DEMO OF SECTIONS THAT CAN BE COMPLETE WITHIN DAYLIGHT HOURS TO ENSURE THE STREET REMAIN LIGHT AT NIGHT THROUGH OUT THE CONSTRUCTION PROCESSES. 7.CONTRACTOR TO IMMEDIATELY NOTIFY ENGINEER AND OWNER OF ANY CONFLICTS ENCOUNTERED DURING CONSTRUCTION. UNDER NO CIRCUMSTANCES SHALL CONTRACTOR RESOLVE CONFLICT PRIOR TO NOTIFICATION. 8.THE CONTRACTOR SHALL BE RESPONSIBLE THE COORDINATION OF ALL ELECTRICAL SERVICE WORK WITH NORTHWESTERN ENERGY. OWNER PAYS ALL FEES, CONTRACTOR DOES ALL SCHEDULING AND COORDINATION OF NORTHWESTERN ENERGY WORK. CONTACT LINDA GALE (PH: 406-582-4608) AT NWE FOR UTILITY INFORMATION. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL SCHEDULES ARE MET. LUMINAIRE SCHEDULE TYPE LAMPS DESCRIPTIONS MANUFACTURER CATALOG NO. OR SERIES MOUNTING/ VOLTAGE E1 215W LED DECORATIVE ROADWAY LUMINAIRE (TO MATCH THE STYLE OF E2) MOUNTED TO EXISTING SIGNAL LIGHT POLE AS INDICATED ON E0.4. INCLUDES UPPER SHAFT, ARM EXTENSION AND ASSOCIATED HARDWARE. (SEE NOTE 1 BELOW) LUMEC FIXTURE: DMS55-022-215W80LED4K-001-R-LE3F-120-SMB-PH8- BET2X POLE/ 120 E2 135W LED DECORATIVE ROADWAY LUMINAIRE WITH DECORATIVE ARM AND 26' DECORATIVE POLE AND BASE. PROVIDE (2) 30 INCH DECORATIVE ARMS FOR BANNER DISPLAYS AND GFI RECEPTACLE WITH WHILE IN USE COVER AT 24' AFF. BANNER ARM SHALL BE 30" LONG SPACED 6' APART. BOTTOM ARM SHALL BE @15' AFF. PLANT HANGER SHALL BE MOUNTED AT 12' AFF. BANNER ARMS, GFI RECEPTACLE (WITH WHILE-IN-USE-COVER), AND PLANT HANGERS SHALL BE DIRECTLY OPPOSITE OF THE LIGHT FIXTURE. PROVIDE WITH CUSTOM DECORATIVE SKIRT TO CONCEAL BREAKAWAY BOLTS. REFER TO DETAILS 2/E0.2, 3/E0.2, AND 4/E0.2. LUMEC FIXTURE: DMS50-135W80LED4K-R-LE3F-120-SMB ARM: AC6-1A POLE/BASE: SSM8V-26-BAS30(2) GFII-PSPCS-DEC-LMSSKIRT COLOR: BE2TX (TEXTURED MIDNIGHT BLUE TO MATCH PHASE 1 LUMINAIRES.) POLE/ 120 RECORD DRAWING ˆ 2880 Technology Blvd. W. Bozeman, MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DRAWN BY: CHK'D. BY: APPR. BY: DATE: Q.A. REVIEW DATE: BY: COPYRIGHT MORRISON-MAIERLE, INC.,2016 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! REVISIONS DATEDESCRIPTIONNO.BY N:\0417\063\ACAD\Sheets-Phase 2\Record Drawings - Phase 2\E0.2.dwg Plotted by dean squires on Nov/17/2016 0417.063 E0.2 BOZEMAN MT ARG ACB ARG 3/2015 DDL 3/2015 1 MODIFICATIONS TO PLANS 11/6/15 KDJ ELECTRICAL DETAILS N. 7TH AVENUE LIGHTING IMPROVEMENTS - 2015 POWER CONDUIT TRENCH SAND 6" BELOW & 8" ABOVE CONDUIT. COMPACT TO 90% RELATIVE DENSITY. COMPACT BACKFILL TO 90% OF RELATIVE DENSITY. 95% OF T-99 ACROSS ROAD WAYS EDGE OF TRENCH TO BE 36" MIN. FROM EDGE OF WATER OR SEWER NEW TOPSOIL 36" MIN 40" MAX EXISTING TOPSOIL UNDISTURBED EARTH 12" MIN. SHOW SEPARATE 6" WIDE MARKING TAPE 15-18" BELOW FINISHED GRADE REINFORCED CONC. BASE BY E.C. BUSH CONDUITS BASE COVER PROVIDE FUSE(S) IN CKT. TO BALLAST. FUSE(S) SHALL BE BUSS TYP. BBS. FUSE HOLDERS SHALL BE BUSS "TRON" HEB WATERPROOF. SIZE OF FUSE SHALL BE AS REQUIRED BY LUMINAIRE MANUFACTURER. CONNECT GROUND TO POLE BASE W/ BOUNDRY #GB4C PROJECT ANCHOR BOLTS 3" MIN. ABOVE TOP OF BASE. PROVIDE DOUBLE NUTS FOR LEVELING UNIT (ONE ABOVE AND ONE BELOW BASE FLANGE). GROUT VOID BETWEEN BASE FLANGE AND TOP OF CONCRETE, LEAVING DRAIN HOLE. HAND FINISH. THWN CONDUCTOR AS SHOWN ON PLANS PROVIDE 1' OF COILED SLACK ON CONDUCTOR FEED THRU HANDHOLE - 4" X 6" (NOMINAL) TYPICAL TRENCH DETAIL NO SCALESCALE: NOTE: CONTRACTOR SHALL GRIND EXPOSED CONCRETE SMOOTH. EXPOSED CONCRETE SHALL HAVE NO SONOTUBE MARKINGS. 1"C TO LIGHTING2"C.0 TO TRANSFORMER FINISHED GRADE PHOTOCELL NEMA 3R LIGHTING CONTROL ENCLOSURE WITH DEFINITE PURPOSE LIGHTING CONTACTORS CONTROLLED VIA PHOTOCELL AND TIMECLOCK (INTEGRAL TO METER PEDESTAL UNIT) CONTACTOR SHALL BE SIZED TO ACCOMMODATE ALL CIRCUITS SHOWN ON PANEL SCHEDULE METER BASE PEDESTAL WITH 9‘$',6&211(&7 PER UTILITY REQUIREMENTS. METER BASE DETAIL SCALE: INTEGRAL LOAD CENTER 120/240V, 1P, 3W, POLE MOUNT XFMR BY UTILTY TYPICAL ONE-LINE DIAGRAM NO SCALESCALE: E.02 7 E.02 8 POLE BASE DETAIL FOR FIXTURE TYPE 'E2' SCALE:E.02 4 E.02 1 TYPICAL BREAKAWAY BOLT COUPLING NO SCALESCALE:E.02 2 TYPICAL PULL BOX DETAIL NO SCALESCALE:E.02 6 NOTE: CONTRACTOR SHALL COORDINATE AND PROVIDE BOLT COVER FROM THE POLE MANUFACTURER TO ENSURE THE CLEANEST LOOK POSSIBLE. CONCRETE BASE NOTE: CONTRACTOR SHALL PROVIDE 1-1" SPARE C.O. STUBBED TO OUTSIDE CONCRETE PAD. GND PER NEC EXISTING LUMINAIRE UNDERGROUND FEED DETAIL NO SCALESCALE:E.02 5 LB CONDUIT INTO HANDHOLE ON POLE EXISTING HANDHOLE ON EXISTING POLE 3/4" RGS TRANSITION TO 3/4" PVC E2 PLANT HANGER (12' AFF) BANNER ARM (15' AFF) BANNER ARM (21' AFF) GFI WITH WHILE-IN-USE COVER (24' AFF) TYPE E2 ELEVATION NO SCALESCALE:E.02 3 NO SCALE NO SCALE FOR EXISTING METER INSTALLATIONS (SEE BELOW), REMOVE EXISTING PHOTOCELL AND REPLACE WITH EXTERNALLY MOUNTED UTILTY GRADE TORK 5000M SERIES PHOTOCELL WITH TURN LOCK RECEPTACLE. MOUNT NEW PHOTOCELL AT 8FT AFG WITH 3/4" RGS CONDUIT. ROUTE PHOTOCELL WIRING VIA RGS CONDUIT TO EXISTING PHOTOCELL OPENING ON THE SIDE OF THE UTILITY PEDESTAL. FOR ALL METER INSTALLATIONS, PROVIDE 2" RGS SUPPORT POST ADJACENT TO METER PEDESTAL TO PROVIDE ADDITIONAL SUPPORT FOR PHOTOCELL CONDUIT. PROVIDE 2FT DEEP CONCRETE FOOTING FOR SUPPORT POST. FOOTING ASSOCIATED WITH NEW METER INSTALLATIONS SHALL BE COMBINED WITH NEW METER PEDESTAL PAD TO PROVIDE AN EVEN FINISH. 1.M1 - WEST SIDE OF N 7TH AVENUE IN FRONT OF DARIGOLD 2.M6 - EAST SIDE OF N 7TH AVENUE IN FRONT OF THE OLD KMART 3.M7 - WEST SIDE OF N 7TH AVENUE IN FRONT OF SCRUBBY'S CAR WASH 4.M8 - EAST SIDE OF N 7TH AVENUE IN FRONT OF LUBE ALLEY RECORD DRAWING ELECTRICAL DETAILS N. 7TH AVENUE LIGHTING IMPROVEMENTS -2015 ˆ 2880 Technology Blvd. W. Bozeman, MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DRAWN BY: CHK'D. BY: APPR. BY: DATE: Q.A. REVIEW DATE: BY: COPYRIGHT MORRISON-MAIERLE, INC.,2016 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! REVISIONS DATEDESCRIPTIONNO.BY N:\0417\063\ACAD\Sheets-Phase 2\Record Drawings - Phase 2\E0.2.dwg Plotted by dean squires on Nov/17/2016 0417.063 E0.3 BOZEMAN MT ARG ACB ARG 3/2015 DDL 3/2015 RECORD DRAWING ELECTRICAL DETAILS N. 7TH AVENUE LIGHTING IMPROVEMENTS -2015 ˆ 2880 Technology Blvd. W. Bozeman, MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DRAWN BY: CHK'D. BY: APPR. BY: DATE: Q.A. REVIEW DATE: BY: COPYRIGHT MORRISON-MAIERLE, INC.,2016 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! REVISIONS DATEDESCRIPTIONNO.BY N:\0417\063\ACAD\Sheets-Phase 2\Record Drawings - Phase 2\E0.2.dwg Plotted by dean squires on Nov/17/2016 0417.063 E0.4 BOZEMAN MT ARG ACB ARG 3/2015 DDL 3/2015 10" 3/4 " PLATE 1" PLATE BOTTOM AND SIDES 1/4 " PLATE TOP, OF WIRE CLAMP SHAFT FOR SUPPORT WELD HOOK TO POLE (BREAK SHARP EDGES FOR WIRE PROTECTION) LUMINAIRE ARM CONNECTION 2" SCHEDULE 40 A53 PIPE 9 1/2 " 7" 1 1/4 " 7" 14 1/2 " 2 1/4 " CAP REMOVABLE 15' UPPER SHAFT MIN.11 GAUGE LUMINAIRE ARM MIN.11 GAUGE NOTE LUMINAIRE ARM AND SIGNAL ARM ARE IN THE SAME VERTICAL PLANE, ON THE SAME SIDE OF THE POLE. EXISTING POLE 19' MOUNTING 45' HEIGHT 2.5' 1.5'+- 7 STANDARDS SHALL BE DESIGNED IN ACCORDANCE WITH THE 1975 AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS (AND ANY 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). DESIGN WEIGHT = DEAD LOAD. ANCHOR BOLTS SHALL BE A449 OR EQUAL. TOP END SHALL BE GALVANIZED AND THREADED 12"(MIN.). WELDING PROCEDURES, SYMBOLS, BASE METAL SPECIFICATIONS AND GRADES MUST BE CALLED OUT PRIOR TO FABRICATION OR APPROVAL. NOTES ALL TYPE (1) LOWER SHAFTS SHALL BE DESIGNED FOR A = 30' AND A MOUNTING HEIGHT OF 45'. ALL TYPE (2) LOWER SHAFTS SHALL BE DESIGNED FOR A = 50' AND A MOUNTING HEIGHT OF 45'. PER ASTM DESIGNATION A123. POLE SHAFTS, ARMS, AND ACCESSORIES SHALL BE GALVANIZED FILLER MATERIAL LUMINAIRE MAST ARM 6 1/2 "2 1/2 " * 1"2 3 (BREAK SHARP EDGES FOR WIRE PROTECTION) 2" SCHEDULE 40 A53 PIPE (BREAK SHARP EDGES FOR WIRE PROTECTION) 1 1/2 " SCHEDULE 40 A53 PIPE 2"6 1/2 " ***** COUPLING DETAIL *** 7 FOR 7FOR 1, 2, 3, 4, 5 & 6 * (NOT APPLICABLE TO 8, 9 & 10) SIGNAL MAST ARM NOTE REMOVABLE CAPS SHALL BE SUPPLIED WITH EACH COUPLING***EXCEPT FOR 8, 9 & 10. 3/4 " THREADED SCHEDULE 40 A53 PIPE (BREAK SHARP EDGES FOR WIRE PROTECTION) 3/4 " - 10 NC - 3" A325 (TYP.) TYPICAL SIGNAL LIGHT DETAIL NO SCALESCALE:E.04 2 NON-FUSED BREAKAWAY FUSED BREAKAWAY FUSED BREAKAWAY NON-FUSED BREAKAWAY NON-FUSED NON-BREAKAWAY TYPICAL WATER TIGHT CONNECTORS NO SCALESCALE:E.04 1 PLUG AND RECEPTACLE SHALL BE HOUSED IN WATER- RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL IN THE GROUND OR INSTALLATION IN SUNLIGHT. EACH HOUSING SHALL PROVIDE A SECTION TO FORM A WATERTIGHT SEAL AROUND THE CABLE AND A SECTION TO PROVIDE A WATER-SEAL BETWEEN THE TWO HOUSINGS AT THE POINT OF DISCONNECTION. EACH KIT SHALL BE SUPPLIED WITH SUFFICIENT SILICONE COMPOUND TO LUBRICATE METAL PARTS AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. WHERE INDICATED A COPPER PIN AND A COPPER RECEPTACLE BOTH OF AT LEAST 90% CONDUCTIVITY SHALL BE CRIMPED TO THE CABLE. THE RECEPTACLE SHALL ESTABLISH CONTACT PRESSURE WITH THE PIN THROUGH THE USE OF A COPPER BERYLLIUM SPRING AND SHALL BE EQUIPPED WITH A DISPOSABLE MOUNTING PIN. THE PIN SHALL BE OF AT LEAST HALF-HARD MATERIAL AND THE CRIMPING PORTION SHALL BE FULLY ANNEALED WHILE THE REST OF THE PIN IS MAINTAINED IN ITS ORIGINAL STATE OF HARDNESS. THE RECEPTACLE SHALL BE FULLY ANNEALED. THE PIN AND RECEPTACLE SHALL LOCK TOGETHER SO THE CONNECTION WILL BE MAINTAINED WHEN A MINIMUM FORCE OF 20 POUNDS TENSION IS APPLIED TO THE ATTACHED CABLES. FUSED CONNECTOR KITS SHALL CONTAIN A PAIR OF SPRING LOADED 90% CONDUCTIVITY CONTACTS FOR GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. THE CONTACTS SHALL BE FULLY ANNEALED AND ADAPTED TO BE CRIMPED TO THE CABLE. NOTE: CONTRACTOR SHALL PROVIDE FUSED BREAKAWAY TYPE AT POLE BASES AND NON-FUSED NON-BREAKAWAY TYPE AT PULL BOX SPLICES. RECORD DRAWING ˆ 2880 Technology Blvd. W. Bozeman, MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DRAWN BY: CHK'D. BY: APPR. BY: DATE: Q.A. REVIEW DATE: BY: COPYRIGHT MORRISON-MAIERLE, INC.,2016 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! REVISIONS DATEDESCRIPTIONNO.BY N:\0417\063\ACAD\Sheets-Phase 2\Record Drawings - Phase 2\E0.5.dwg Plotted by dean squires on Nov/17/2016 0417.063 E0.5 BOZEMAN MT ARG ACB ARG 3/2015 DDL 3/2015 1 MODIFICATIONS TO PLANS 11/6/15 KDJ ELECTRICAL DEMOLITION PLAN STA 22+50 TO STA 38+50 N. 7TH AVENUE LIGHTING IMPROVEMENTS - 2015 UTILITY SHALL DEMO LUMINAIRE (IF APPLICABLE), POLE AND OVERHEAD CONDUCTORS. CONTRACTOR IS RESPONSIBLE FOR REMOVING POLE BASE IN ENTIRETY OR DEMOLISHING/REMOVING TOP TWO (2) TO THREE (3) FEET OF THE CONCRETE BASE. FILL WITH SELECT BACKFILL AND COMPACT TO 90% DRY DENSITY. INSTALL SIX (6) INCHES OF TOPSOIL AND SOD WITH LOCALLY SOURCED DROUGHT TOLERANT SOD. UTILITY SHALL DEMO LUMINAIRE ON SIGNAL POLE. EXISTING LUMINAIRE TO REMAIN. COORDINATE WITH UTILITY TO DEMO EXISTING OVERHEAD SERVICE. COORDINATE WITH UTILITY TO MAINTAIN EXISTING OVERHEAD SERVICE TO SNO CONE STAND. SEE ELEVATION ON THIS SHEET. EXISTING LUMINAIRE TO REMAIN, LUMINAIRE SHALL BE RE-FED FROM BELOW (SEE DETAIL. 5/E0.2) SNO CONE OVERHEAD SERVICE NO SCALESCALE:E-05 1 GOOGLE IMAGE NORTH 7TH AVENUE RECORD DRAWING ˆ 2880 Technology Blvd. W. Bozeman, MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DRAWN BY: CHK'D. BY: APPR. BY: DATE: Q.A. REVIEW DATE: BY: COPYRIGHT MORRISON-MAIERLE, INC.,2016 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! REVISIONS DATEDESCRIPTIONNO.BY N:\0417\063\ACAD\Sheets-Phase 2\Record Drawings - Phase 2\E1.1.dwg Plotted by dean squires on Nov/17/2016 0417.063 E1.1 BOZEMAN MT ARG ACB ARG 3/2015 DDL 3/2015 1 MODIFICATIONS TO PLANS 11/6/15 KDJ ELECTRICAL PLAN STA 22+50 TO STA 34+50 N. 7TH AVENUE LIGHTING IMPROVEMENTS - 2015 NORTH 7TH AVENUE NORTH 7TH AVENUE MATCHLINE STA 28+50MATCHLINE STA 28+50MATCHLINE STA 34+50PAINT SIGNAL ASSEMBLY, NEW UPPER SHAFT, AND NEW LUMINAIRE ARM. SEE SPECIFICATIONS. NEW DECORATIVE LUMINAIRE SHALL BE MOUNTED ON NEW POLE/ARM ASSEMBLY PER MDT STANDARDS. COORDINATE WITH UTILITY TO CONNECT NEW LIGHT TO EXISTING OVERHEAD SERVICE. USE EXISTING TYPE 1 PULL BOX TO FEED POWER TO NEW LUMINARE MOUNTED ON NEW POLE AND ARM. USE WATER TIGHT CONNECTORS FOR SPLICES IN PULL BOX. LOCATION FOR FUTURE LIGHT (NIC). PROVIDE HANDHOLE PER DETAIL 6/E0.2. PROVIDE CONDUIT AND BORE OR TRENCH PER UTILITY REQUIREMENTS BACK TO UTILITY POLE . SEE SHEET E1.3 1.REFER TO SHEET G-2 FOR OVERALL PROJECT PLANEND PROJECT STA 22+50DURSTON ROADW PEACH STWEST ASPEN STWEST ASPEN STWESTTAMARACK STRECORD DRAWING ˆ 2880 Technology Blvd. W. Bozeman, MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DRAWN BY: CHK'D. BY: APPR. BY: DATE: Q.A. REVIEW DATE: BY: COPYRIGHT MORRISON-MAIERLE, INC.,2016 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! REVISIONS DATEDESCRIPTIONNO.BY N:\0417\063\ACAD\Sheets-Phase 2\Record Drawings - Phase 2\E1.2.dwg Plotted by dean squires on Nov/17/2016 0417.063 E1.2 BOZEMAN MT ARG ACB ARG 3/2015 DDL 3/2015 1 MODIFICATIONS TO PLANS 11/6/15 KDJ ELECTRICAL PLAN STA 34+50 TO STA 38+50 N. 7TH AVENUE LIGHTING IMPROVEMENTS - 2015MATCHLINE STA 34+50USE EXISTING TYPE 1 PULL BOX TO FEED POWER TO NEW LUMINARE MOUNTED ON EXISTING POLE AND ARM. EXISTING CONDUIT IS 2" RGS. USE WATER TIGHT CONNECTORS FOR SPLICES IN PULL BOX. FUTURE LOCATION FOR NEW LUMINAIRE (NIC) PROVIDE HANDHOLE PER DETAIL 6/E0.2. PAINT SIGNAL ASSEMBLY, NEW UPPER SHAFT, AND NEW LUMINAIRE ARM. SEE SPECIFICATIONS. NEW DECORATIVE LUMINAIRE SHALL BE MOUNTED ON NEW POLE/ARM ASSEMBLY PER MDT STANDARDS (SEE E0.4). PROVIDE DRIVE-OVER RATED HANDHOLE (12"X18"X10" POLYMER CONCRETE WITH TIER 22 COVER) IN SIDEWALK INSTALL FLUSH WITH FINISHED GRADE. STUB AND CAP (1) 1" CO. FROM 2' FROM HANDHOLE FOR FUTURE LUMINAIRE. REMOVE SECTION OF SIDEWALK AS NEEDED TO INSTALL HANDHOLE AND PATCH AND REPAIR SIDEWALK PER CIVIL SPECIFICATIONS. 1.REFER TO SHEET G-2 FOR OVERALL PROJECT PLANW JUNIPER STEND PROJECT STA 38+50NORTH 7TH AVENUE RECORD DRAWING UTILITY SERVICE ROUTE STA 30+00 TO STA 31+00 N. 7TH AVENUE LIGHTING IMPROVEMENTS - 2015 ˆ 2880 Technology Blvd. W. Bozeman, MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DRAWN BY: CHK'D. BY: APPR. BY: DATE: Q.A. REVIEW DATE: BY: COPYRIGHT MORRISON-MAIERLE, INC.,2016 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! REVISIONS DATEDESCRIPTIONNO.BY N:\0417\063\ACAD\Sheets-Phase 2\Record Drawings - Phase 2\E1.3.dwg Plotted by dean squires on Nov/17/2016 0417.063 E1.3 BOZEMAN MT ARG ACB ARG 3/2015 DDL 3/2015 1 MODIFICATIONS TO PLANS 11/6/15 KDJ NORTH 7TH AVENUE W ASPEN STMATCHLINE STA 30+00MATCHLINE STA 31+00NORTH 7TH AVENUE W ASPEN STMATCHLINE STA 30+00MATCHLINE STA 31+001.CONTRACTOR SHALL TRENCH CONDUIT (SEE DETAIL 7/E0.2) OR BORE CONDUIT. 2.REFER TO INCOMING ELECTRICAL SERVICE DIVISION OF RESPONSIBILITY SCHEDULE ON E0.1 ADDITION UTILITY INFORMATION. 3.REFER TO SHEET G-2 FOR OVERALL PROJECT PLAN W ASPEN STW ASPEN STRECORD DRAWING ˆ 2880 Technology Blvd. W. Bozeman, MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DRAWN BY: CHK'D. BY: APPR. BY: DATE: Q.A. REVIEW DATE: BY: COPYRIGHT MORRISON-MAIERLE, INC.,2016 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! REVISIONS DATEDESCRIPTIONNO.BY N:\0417\063\ACAD\Sheets-Phase 2\Record Drawings - Phase 2\E2.1.dwg Plotted by dean squires on Nov/17/2016 0417.063 E2.1 BOZEMAN MT ARG ACB ARG 3/2015 DDL 3/2015 1 UPDATED LUMINAIRE LOCATIONS 04/09/13 CZ ELECTRICAL RETROFIT PLAN (JUNIPER TO 1-90) N. 7TH AVENUE LIGHTING IMPROVEMENTS - 2015 PROVIDE LED RETROFIT KITS FOR EXISTING LUMINAIRES IN THIS REGION. LUMEC: LEDGINE-002-128468-60-DM50-135W80LED4K-R-LE3F-120 REPLACE EXISTING LUMINAIRE HEAD WITH NEW LED LUMINAIRE. LUMEC: DMS55-022-245W80LED40K-001-R-LEF3-120-SMB-PH8-BET2X. 1.REFER TO SHEET G-2 FOR OVERALL PROJECT PLAN NORTH 7TH AVENUE NORTH 7TH AVENUE RECORD DRAWING CIVIL PLAN STA 22+50 TO 34+50 NORTH 7TH AVENUE LIGHTING IMPROVEMENTS - 2015 ˆ 2880 Technology Blvd. W. Bozeman, MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DRAWN BY: CHK'D. BY: APPR. BY: DATE: Q.A. REVIEW DATE: BY: COPYRIGHT MORRISON-MAIERLE, INC.,2016 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! REVISIONS DATEDESCRIPTIONNO.BY N:\0417\063\ACAD\Sheets-Phase 2\Record Drawings - Phase 2\C1 - C2.dwg Plotted by dean squires on Nov/17/2016 0417.063 C1 BOZEMAN MT KDJ KDJ KDJ 5/2015 RS 3/2015 1 MODIFICATIONS TO PLANS 11/6/15 KDJ NORTH 7TH AVENUE NORTH 7TH AVENUE MATCHLINE STA 28+50MATCHLINE STA 28+50MATCHLINE STA 34+50END PROJECT STA 22+50DURSTON ROADW PEACH STWEST ASPEN STWEST ASPEN STWEST TAMARACK STRECORD DRAWING CIVIL PLAN STA 34+50 TO 38+50 NORTH 7TH AVENUE LIGHTING IMPROVEMENTS - 2015 ˆ 2880 Technology Blvd. W. Bozeman, MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DRAWN BY: CHK'D. BY: APPR. BY: DATE: Q.A. REVIEW DATE: BY: COPYRIGHT MORRISON-MAIERLE, INC.,2016 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! REVISIONS DATEDESCRIPTIONNO.BY N:\0417\063\ACAD\Sheets-Phase 2\Record Drawings - Phase 2\C1 - C2.dwg Plotted by dean squires on Nov/17/2016 0417.063 C2 BOZEMAN MT KDJ KDJ KDJ 5/2015 RS 3/2015 1 MODIFICATIONS TO PLANS 11/6/15 KDJ NORTH 7TH AVENUEW JUNIPER STMATCHLINE STA 34+50END PROJECT STA 38+50RECORD DRAWING CIVIL STREETSCAPE DETAILS U-HAUL & CARx NORTH 7TH AVENUE LIGHTING IMPROVEMENTS - 2015 ˆ 2880 Technology Blvd. W. Bozeman, MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DRAWN BY: CHK'D. BY: APPR. BY: DATE: Q.A. REVIEW DATE: BY: COPYRIGHT MORRISON-MAIERLE, INC.,2016 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! REVISIONS DATEDESCRIPTIONNO.BY N:\0417\063\ACAD\Sheets-Phase 2\Record Drawings - Phase 2\C3.dwg Plotted by dean squires on Nov/17/2016 0417.063 C3 BOZEMAN MT KDJ KDJ KDJ 5/2015 RS 3/2015 1 MODIFICATIONS TO PLANS 11/6/15 KDJ NORTH 7TH AVENUE NORTH 7TH AVENUE RECORD DRAWING CIVIL STREETSCAPE DETAILS GALLATIN VALLEY FURNITURE CARPET ONE & U-HAUL MODIFICATIONS NORTH 7TH AVENUE LIGHTING IMPROVEMENTS - 2015 ˆ 2880 Technology Blvd. W. Bozeman, MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DRAWN BY: CHK'D. BY: APPR. BY: DATE: Q.A. REVIEW DATE: BY: COPYRIGHT MORRISON-MAIERLE, INC.,2016 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! REVISIONS DATEDESCRIPTIONNO.BY N:\0417\063\ACAD\Sheets-Phase 2\Record Drawings - Phase 2\C4.dwg Plotted by dean squires on Nov/17/2016 0417.063 C4 BOZEMAN MT KDJ KDJ KDJ 11/2015 RS 11/2015 1 MODIFICATIONS TO PLANS 11/6/15 KDJ NORTH 7TH AVENUE RECORD DRAWING