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HomeMy WebLinkAboutN 7th Streetscape Improvements 2017-Record DrawingsN:\0417\063\ACAD\SHEETS-PHASE 3 - SHORT TO DURSTON\COVER-SHORT TO DURSTON.DWG PLOTTED BY:COOPER KRAUSE ON Aug/23/2017 N. 7TH AVENUE S T R E E T S C A P E I M P R O V E M E N T S - 2 0 1 7 CIT Y O F B O Z E M A N , M O N T A N A A U G U S T , 2 0 1 7 P R E P A R E D B Y : LOCATION MAPNO SCALE S E T N O . M M I P R O J E C T N O . 0 4 1 7 . 0 6 3 K E V I N D . J A C O B S E N P r o j e c t M a n a g e r ©This document was prepared byMorrison-Maierle, Inc. and may containconfidential or privileged information.Morrison-Maierle, Inc. retains allcommon law, statutory, and reservedrights including the copyright thereto.Unauthorized use of this document isstrictly prohibited and may be unlawful. 2 8 8 0 T e c h n o l o g y B l v d W e s t , B o z e m a n , M T 5 9 7 1 8 P h o n e : 4 0 6 . 5 8 7 . 0 7 2 1 | F a x : 4 0 6 . 9 2 2 . 6 7 0 2 Q U A L I T Y A S S U R A N C E P R O J E C T M A N A G E R O F F I C E Q U A L I T Y A S S U R A N C E C O O R D I N A T O R P E E R R E V I E W E R Q . A . A P P R O V A L D A T E Q . A . P R O J E C T N U M B E R e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e PROJECT LOCATION DILLON DEERLODGE POLSONANACONDAHAMILTONMILES CITY GLENDIVE GLASGOW HAVREBILLINGSHELENABUTTEGREAT FALLSBOZEMANLIVINGSTONLEWISTOWN KALISPELLMISSOULA LIBBYCONRAD V I C I N I T Y M A P S C A L E : 1 " = 5 0 0 0 ' P R O J E C T L O C A T I O N B O Z E M A N N 7TH AVE W P E A C H S T N 19TH AVE I - 9 0 W O A K S T D U R S T O N R D M A I N S T W V I L L A R D S T K E V I N J A C O B S E N J I M U L L M A N A R I A N B L O O M F I E L D / J A M E S N I C K E L S O N A U G U S T 2 5 , 2 0 1 7 0 4 1 7 . 0 6 3 - 0 8 8 . 0 0 0 3 1 4 SHEET INDEX SHEETTITLECOVERCOVER SHEETG0.1GENERAL NOTES, LEGEND & ABBREVIATIONSG0.2SURVEY CONTROLC0.1CIVIL PLAN - STA 18+50 TO 22+50C1.1GRADING/DRAINAGE - MAIN 19+75 TO 22+50D1.1TYPICAL SECTION DETAILS EO.1ELECTRICAL NOTESEO.2ELECTRICAL DETAILSEO.3ELECTRICAL DEMOLITION PLANE1.1ELECTRICAL PLAN STA 19+75 TO 22+50L1.0SITE OVERVIEWL1.1SITE MATERIALS & LANDSCAPE PLANL1.2PAVER LAYOUT PLANL1.3LANDSCAPE AND HARDSCAPE SECTIONS AND DETAILSL1.4LANDSCAPE AND HARDSCAPE SECTIONS AND DETAILSL1.5LANDSCAPE AND HARDSCAPE SECTIONS AND DETAILSL1.6LANDSCAPE AND HARDSCAPE SECTIONS AND DETAILSIR1.0IRRIGATION PLAN OVERVIEWIR1.1IRRIGATION PLANSIR1.2IRRIGATION DETAILS L E G E N D E X I S T I N G F I R E H Y D R A N T E X I S T I N G W A T E R V A L V E E X I S T I N G S A N I T A R Y S E W E R M A N H O L E E X I S T I N G S T O R M D R A I N F A C I L I T I E S E X I S T I N G F I B E R / T E L E P H O N E F A C I L I T I E S E X I S T I N G E L E C T R I C A L F A C I L I T I E S E X I S T I N G G A S F A C I L I T I E S E X I S T I N G T R A F F I C S I G N E X I S T I N G T R A F F I C S I G N A L E X I S T I N G W E L L E X I S T I N G C M P C U L V E R T E X I S T I N G R C P C U L V E R T E S D E X I S T I N G S T O R M S E W E R M A I N E S E S E X I S T I N G S A N S E W E R M A I N E S S E X I S T I N G S A N S E W E R S E R V I C E F E X I S T I N G F I B E R O P T I C E X I S T I N G U N D E R G R O U N D P O W E R E E E E X I S T I N G U N D E R G R O U N D T E L E P H O N E T C C C E X I S T I N G U N D E R G R O U N D C A B L E E X I S T I N G G A S L I N E E X I S T I N G O V E R H E A D P O W E R O H T O H T E X I S T I N G O V E R H E A D T E L E P H O N E P P P E X I S T I N G P E T R O L E U M L I N E E W E W E X I S T I N G W A T E R M A I N E W S E X I S T I N G W A T E R S E R V I C E S D S D R D R D P R O P O S E D S T O R M D R A I N I N L E T P R O P O S E D S T O R M D R A I N M A N H O L E P R O P O S E D S T O R M D R A I N P R O P O S E D R O O F D R A I N P R O P O S E D S A N S E W E R C L E A N O U T S W S W S U T I L U T I L P R O P O S E D S A N S E W E R S E R V I C E P R O P O S E D W A T E R S E R V I C E P R O P O S E D U T I L I T Y C O N D U I T S S S S E X I S T I N G B U I L D I N G E X I S T I N G B U I L D I N G R O O F E X I S T I N G C O N C R E T E E X I S T I N G C U R B F A C E E X I S T I N G C U R B F L O W L I N E E X I S T I N G T O P B A C K O F C U R B E X I S T I N G P A R K I N G S T R I P E E X I S T I N G A S P H A L T E X I S T I N G G R A V E L E D G E E X I S T I N G S I D E W A L K P R O P O S E D B U I L D I N G P R O P O S E D C O N C R E T E P R O P O S E D C U R B F L O W L I N E P R O P O S E D T O P B A C K O F C U R B P R O P O S E D P A R K I N G S T R I P E P R O P O S E D A S P H A L T P R O P O S E D G R A V E L E D G E P R O P O S E D S I D E W A L K G R A P H I C A L S I D E W A L K J O I N T P R O P O S E D A S P H A L T G R A D E B R E A K E X I S T I N G M A J O R C O N T O U R E X I S T I N G M I N O R C O N T O U R P R O P O S E D M A J O R C O N T O U R P R O P O S E D M I N O R C O N T O U R 3 8 5 0 3 8 4 9 P E R F P E R F P R O P O S E D P E R F O R A T E D D R A I N P I P E I R R I G I R R I G P R O P O S E D I R R I G A T I O N S L E E V E GENERAL NOTES:1.STANDARD SYMBOLS AND LINE TYPES ARE SHOWN IN THE LEGEND. SOME SYMBOLS OR LINE TYPES SHOWN MAY NOTBE SHOWN ON THE PLANS.2.IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE NOTES AS "EXISTING" AND ARE SHOWN IN LIGHT LINEWEIGHTS OR AS SCREENED BACKGROUND. NEW STRUCTURES OR FACILITIES ARE SHOWN IN HEAVY LINE WEIGHTS.CONSTRUCTION NOTES:1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010; THE CITY OF BOZEMAN MODIFICATIONS TO MONTANAPUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION DATED MARCH 2011, INCLUDING ADDENDUM NO. 1 DATEDAUGUST 2013; THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 2009 EDITION DATED DECEMBER 2009,INCLUDING REVISIONS 1 AND 2 DATED MAY 2012; AND THE PROJECT SPECIFICATIONS.2.CONTRACTOR IS RESPONSIBLE FOR OBTAINING STREET CUT PERMITS, IF NECESSARY, PRIOR TO CONSTRUCTION.3.ALL CONSTRUCTION RELATED TRAFFIC SHALL BE ROUTED TO AND FROM THE SITE VIA COLLECTOR AND/OR ARTERIALROADWAYS SO AS TO KEEP CONSTRUCTION TRAFFIC OFF LOCAL ROADWAYS.4.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (OSHA) SAFETYSTANDARDS. IF REQUESTED BY THE INSPECTOR, THE CONTRACTOR SHALL PROVIDE PROOF OF A PERMIT FROM SAIDDIVISION.5.THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS. MATERIALS AND EQUIPMENTSHALL BE STORED ON THE PROJECT SITE WHERE APPROVED BY THE OWNER, OR OFF-SITE. IT SHALL BE UNDERSTOODTHAT THE RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF EQUIPMENT AND MATERIALS ON OR NEAR THESITE WILL BE ENTIRELY THAT OF THE CONTRACTOR AND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER BYREASON OF ANY ACT OF AN EMPLOYEE OR TRESPASSER.6.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND ARE TO BEBROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO COMMENCEMENT OR CONTINUATION OF CONSTRUCTIONACTIVITIES.7.REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS, AND PROPERTY CORNERS PRIOR TO BEINGDISTURBED BY CONSTRUCTION. ANY MONUMENTS AND CORNERS DISTURBED DURING CONSTRUCTION SHALL BEREPLACED BY A PROFESSIONAL LAND SURVEYOR (PLS) REGISTERED IN THE STATE OF MONTANA.8.A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH CITY OF BOZEMAN, CONTRACTOR, MONTANA DEPARTMENT OFTRANSPORTATION, NORTHWESTERN ENERGY (AS NECESSARY), & MORRISON-MAIERLE, INC., PRIOR TO THE START OFCONSTRUCTION.9.THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE INCONVENIENCE TOTHE ADJACENT BUSINESSES AND/OR RESIDENCES.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAYBE AFFECTED BY THESE OPERATIONS, ALL COSTS FOR PROTECTING, REMOVING, AND RESTORING EXISTINGIMPROVEMENTS SHALL BE BORNE SOLELY BY THE CONTRACTOR.11.THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPERCONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL,STATE, AND FEDERAL REGULATIONS.12.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ONEXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS-OF-WAY AND MAKE SURE STREETS AND WALKWAYS ARECLEANED AT THE END OF EACH WORKING DAY.13.CONSTRUCTION WORK ZONE TRAFFIC SIGNS AND STRIPING SHALL BE FURNISHED, INSTALLED, AND MAINTAINED INACCORDANCE WITH APPLICABLE REGULATORY AGENCIES HAVING JURISDICTION. A TRAFFIC CONTROL PLAN, PREPAREDBY THE CONTRACTOR, MAY BE REQUIRED BY THE CITY OR STATE. "CONSTRUCTION AHEAD" WARNING SIGNS ARE TOBE INSTALLED ALONG ADJACENT DRIVEWAYS OR ROADS. FLASHERS WITH CAUTION TAPE ARE TO BE INSTALLEDWHERE ANY CONSTRUCTION ACTIVITY CROSSES A SIDEWALK OR PEDESTRIAN PATH IN ACCORDANCE WITH THESPECIFICATIONS AND ANY OR ALL LOCAL REGULATIONS.14.NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS OR ANY DRIVEWAY ISALLOWED UNLESS PREVIOUSLY APPROVED THROUGH THE CITY OF BOZEMAN.15.THE CONTRACTOR SHALL RESTORE ALL ROADWAY, DRIVEWAY, SIDEWALK, ETC. SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO CONSTRUCTION WORK AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.16.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY THE ENGINEER.17.NO FORMED CONCRETE SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER AND/OR HISAUTHORIZED REPRESENTATIVE.18.THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALSENCOUNTERED ON THE PROJECT.19.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT, IF REQUIRED, THERE IS A STORM WATER POLLUTIONPREVENTION PLAN (SWPPP) AND NOTICE OF INTENT (NOI) APPROVED BY THE MONTANA DEPARTMENT OFENVIRONMENTAL QUALITY (MDEQ) OR LOCAL GOVERNING AGENCY AS APPROPRIATE. IF THERE IS NOT AN APPROVEDSWPPP AND NOI, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY APPROVALS FROM MDEQand/ OR THE LOCAL GOVERNING AGENCY.20.CONTRACTOR SHALL REPLACE ALL DISTURBED CURB/PAVEMENT MARKINGS AS NECESSARY WITH LIKE MATERIALS.21.ALL HYDRANTS, CURB BOXES, IRRIGATION BOXES, MAILBOXES, ETC. ADJACENT TO CONSTRUCTION SHALL BEADJUSTED TO FINISHED GRADE FOLLOWING COMPLETION OF FINAL GRADING.22.CONTRACTOR TO WORK WITHIN AVAILABLE RIGHT OF WAY AND EASEMENTS. CONTRACTOR TO OBTAIN PERMISSIONTO USE PRIVATE PROPERTY FOR STAGING, ETC.23.all elevations noted on c series sheets are plus 4,000 feet to city of bozeman datum. A B D N A B A N D O N A C A S P H A L T I C C O N C R E T E , A L U M I N U M C A P A D A A M E R I C A N S W I T H D I S A B I L I T I E S A C T A D D L A D D I T I O N A L A D J A D J A C E N T , A D J U S T A F F A B O V E F I N I S H E D F L O O R A L T A L T E R N A T E A P P R O X A P P R O X I M A T E A R C H A R C H I T E C T U R E , A R C H I T E C T U R A L A R C P A R C H E D R E I N F O R C E D C O N C R E T E P I P E A S P H A S P H A L T A V G A V E R A G E B C B U I L D I N G C O R N E R B F F B E L O W F I N I S H E D F L O O R B H B O R E H O L E B L D G B U I L D I N G B L K B L O C K B M B E N C H M A R K B R G B E A R I N G B W B O T T O M O F W A L L C H K C H E C K C I C A S T I R O N C I P C C A S T I N - P L A C E C O N C R E T E C I R C C I R C U L A R C L C E N T E R L I N E C M P C O R R U G A T E D M E T A L P I P E C M U C O N C R E T E M A S O N R Y U N I T S C O C L E A N O U T C O H C I T Y O F H E L E N A C O M B C O M B I N A T I O N C O N C C O N C R E T E C O N N C O N N E C T , C O N N E C T I O N C O O R D C O O R D I N A T E C P C O N T R O L P O I N T C P P C O R R U G A T E D P L A S T I C P I P E C S P C O R R U G A T E D S T E E L P I P E C T R C E N T E R C U C U B I C C U F T C U B I C F E E T C U I N C U B I C I N C H C U L V C U L V E R T C U Y D C U B I C Y A R D D & L D & L F O U N D R Y A N D S U P P L Y D B L D O U B L E D I D U C T I L E I R O N , D R A I N I N L E T D I A , Ø D I A M E T E R D I M D I M E N S I O N D I R D I R E C T I O N D T L D E T A I L D W G D R A W I N G E E A S T E A E A C H , E D G E O F A S P H A L T E C E D G E O F C O N C R E T E E G E D G E O F G R A V E L , E X I S T I N G G R O U N D E J I W E A S T J O R D A N I R O N W O R K S E L , E L E V E L E V A T I O N E L E C E L E C T R I C , E L E C T R I C A L E N G R E N G I N E E R E P E D G E O F P A V E M E N T E X C E X C A V A T E E X E X I S T I N G E X T E X T E R I O R F D F L O O R D R A I N F D N F O U N D A T I O N F E S F L A R E D E N D S E C T I O N F E T F L A R E D E N D T E R M I N A L F F F I N I S H E D F L O O R F G F I N I S H E D G R A D E F H Y D F I R E H Y D R A N T F L F L O W L I N E F L R F L O O R F T F O O T , F E E T F T G F O O T I N G G A G A G E , G A U G E G A L G A L L O N G B G R A D E B R E A K G F A G R O S S F L O O R A R E A G N D G R O U N D G S P G A L V A N I Z E D S T E E L P I P E G V L G R A V E L H C H A N D I C A P H O R I Z H O R I Z O N T A L H T H E I G H T H W Y H I G H W A Y H Y D H Y D R A N T I D I N S I D E D I A M E T E R I E I N V E R T E L E V A T I O N I N I N C H I N S T L I N S T A L L , I N S T A L L A T I O N I N S U L I N S U L A T E I N T I N T E R I O R I N V I N V E R T L A T L A T I T U D E L F L I N E A R F E E T L O N G L O N G I T U D E , L O N G I T U D I N A L L T L E F T L V L L E V E L M A T L M A T E R I A L M A X M A X I M U M M E C H M E C H A N I C A L M F D M A N U F A C T U R E D M F R M A N U F A C T U R E R M H M A N H O L E M I N M I N I M U M M I S C M I S C E L L A N E O U S M P W S S M O N T A N A P U B L I C W O R K S S T A N D A R D S P E C I F I C A T I O N S N N O R T H N E N O R T H E A S T N I C N O T I N C O N T R A C T N O M N O M I N A L N T S N O T T O S C A L E N W N O R T H W E S T O A E O R A P P R O V E D E Q U A L O C O N C E N T E R O D O U T S I D E D I A M E T E R O H P O V E R H E A D P O W E R P C P O I N T O F C U R V E P I P O I N T O F I N T E R S E C T I O N P L P R O P E R T Y L I N E P R E L I M P R E L I M I N A R Y P R O P P R O P E R T Y P T P O I N T , P O I N T O F T A N G E N C Y P V C P O L Y V I N Y L C H L O R I D E P V M T P A V E M E N T R A C E T R O A D A P P R O A C H C U L V E R T E N D T E R M I N A L R , R A D R A D I U S R C R E I N F O R C E D C O N C R E T E R C P R E I N F O R C E D C O N C R E T E P I P E R D R O A D , R O O F D R A I N R D C R R E D U C E R R E F R E F E R E N C E R E Q D R E Q U I R E D R T R I G H T R / W R I G H T - O F - W A Y S S O U T H S A N S A N I T A R Y S C H S C H E D U L E S D S T O R M D R A I N S E S O U T H E A S T S E C S E C T I O N S H T S H E E T S P E C S P E C I F I C A T I O N S Q S Q U A R E S Q F T S Q U A R E F O O T S Q I N S Q U A R E I N C H S T A S T A T I O N S S S A N I T A R Y S E W E R S T D S T A N D A R D S V C S E R V I C E S W S I D E W A L K , S O U T H W E S T T B T H R U S T B L O C K T B C T O P B A C K O F C U R B T E M P T E M P O R A R Y , T E M P E R A T U R E T O C T O P O F C O N C R E T E T W T O P O F W A L L T Y P T Y P I C A L U G U N D E R G R O U N D U T I L U T I L I T Y V E R T V E R T I C A L V O L V O L U M E V P D V E H I C L E S P E R D A Y W W E S T W / W I T H W / O W I T H O U T W L W A T E R L I N E W T R W A T E R W V W A T E R V A L V E X F M R T R A N S F O R M E R Y D Y A R D N O T E : F O R A B B R E V I A T I O N S N O T L I S T E D , C O N T A C T T H E E N G I N E E R . A B B R E V I A T I O N S D E T A I L A N D S E C T I O N D E S I G N A T I O N A - X - X S E C T I O N ( L E T T E R ) O R D E T A I L ( N U M E R A L ) D E S I G N A T I O N D R A W I N G N U M B E R ( O R S A M E D R A W I N G ) O N D R A W I N G W H E R E S E C T I O N O R D E T A I L I S T A K E N : D R A W I N G N U M B E R W H E R E S H O W N O N D R A W I N G W H E R E S E C T I O N O R D E T A I L I S S H O W N : D R A W I N G N U M B E R ( S ) W H E R E T A K E N G E N E R A L N O T E S , L E G E N D A N D A B B R E V I A T I O N S N . 7 T H A V E N U E S T R E E T S C A P E I M P R O V E M E N T S - 2 0 1 7 S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\0417\063\ACAD\SHEETS-PHASE 3 - SHORT TO DURSTON\G0.1.DWG PLOTTED BY:COOPER KRAUSE ON Aug/23/2017 C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , 2 0 1 7 REVISIONSen g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : 0 4 1 7 . 0 6 3 G 0 . 1 B O Z E M A N M O N T A N A K D J K D J K D J 0 5 / 2 0 1 7 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 P h o n e : 4 0 6 . 5 8 7 . 0 7 2 1 F a x : 4 0 6 . 9 2 2 . 6 7 0 2 //////////////////////////////////////////////////////////// / / / / / / / / / /// /// // / /// /// /// // / /// /// / / / / / / /// / / / / / / / / / / / / // / / / / // / /// // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// /// // / /// // / /// // / // / / / / / / / / / / / / / / / / / / / /// // / /// // / // / /// /// // / // / // / // / /// / / / / / / /// ////// // / /// /// // / /// // / /// /// G G G G G G G G G G G G G G 5 9 9 9 7 6 0 0 0 0 5 9 9 9 9 59998 N O T E S : 1 . R E F E R E N C E A L L S U R V E Y M O N U M E N T S , S E C T I O N S C O R N E R S , 1 / 4 C O R N E R S , A N D P R O P E R T Y C O R N E R S P R I O R T O B E I N G D I S T U R B E D B Y C O N S T R U C T I O N . A N Y M O N U M E N T S A N D C O R N E R S D I S T U R B E D D U R I N G C O N S T R U C T I O N S H A L L B E R E P L A C E D B Y A P R O F E S S I O N A L L A N D S U R V E Y O R ( P L S ) R E G I S T E R E D I N T H E S T A T E O F M O N T A N A . 2 . A E R I A L O V E R L A Y F R O M C I T Y O F B O Z E M A N A E R I A L , D A T E D 2 0 0 8 . A E R I A L W A S B E S T - F I T T O T H E T O P O G R A P H I C S U R V E Y . horizontal datum: montana state plan coordinate system, zone 2 5 0 0 , n a d 8 3 VERTICAL DATUM:NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 ) (CITY OF BOZEMAN VERTICAL DATUM = NAVD88 - 19.4 FT)SURVEY CONTROL DATAPOINT DESC.grid NORTHINGgrid EASTINGELEVATION (GPS) W. PEACH STREET DURSTON ROAD 1573428.01305/8-INCH R E B A R 527574.8091599974792.31 S U R V E Y C O N T R O L N . 7 T H A V E N U E S T R E E T S C A P E I M P R O V E M E N T S - 2 0 1 7 S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\0417\063\ACAD\SHEETS-PHASE 3 - SHORT TO DURSTON\G0.2.DWG PLOTTED BY:COOPER KRAUSE ON Aug/23/2017 C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , 2 0 1 7 REVISIONSen g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : 0 4 1 7 . 0 6 3 G 0 . 2 B O Z E M A N M O N T A N A K D J K D J K D J 0 5 / 2 0 1 6 R S 0 5 / 2 0 1 7 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 P h o n e : 4 0 6 . 5 8 7 . 0 7 2 1 F a x : 4 0 6 . 9 2 2 . 6 7 0 2 W. SHORT STREET W. BEALL STREET W. LAMME STREETW. MENDENHALL STREETW. MAIN STREET W. VILLARD STREET NOTE: POINTS NOT SHOWN ON ABOVE MAP ARE BEYOND THE EXTENTS (POINTS ARE TO THE NORTH)1573468.6165CP-MAG N A I L 525261.9394599984823.171573414.1052CP-MAG N A I L 525862.8356599994815.891573406.3437CP-90D N A I L 526679.7776600004799.07 N . 7 T H A V E N U E //////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / /// / / / / / / // / // / /// // / /// /// // / /// // / /// // / // / /// // / //////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / ///////// /// /// // / /// // / /// // / // / /// // / // / /// // / /// // / /// // / /// / / / / / / / / / / / / // / /// // / /// /// // / // / / / / G G G G G G G G G G G G G G / / / //////////////////////////////////////////////// // / /// // / /// // / // / /// // / // / // / // / // / // / // / /// ///////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / // / /// C I V I L P L A N S T A 1 8 + 5 0 - 2 2 + 5 0 N . 7 T H A V E N U E S T R E E T S C A P E I M P R O V E M E N T S - 2 0 1 7 S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\0417\063\ACAD\SHEETS-PHASE 3 - SHORT TO DURSTON\C0 SERIES.DWG PLOTTED BY:COOPER KRAUSE ON Aug/23/2017 C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , 2 0 1 7 REVISIONSen g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : 0 4 1 7 . 0 6 3 C 0 . 1 B O Z E M A N M O N T A N A C P K K D J / C P K K D J 0 5 / 2 0 1 7 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 P h o n e : 4 0 6 . 5 8 7 . 0 7 2 1 F a x : 4 0 6 . 9 2 2 . 6 7 0 2 DURSTON ROAD PEACH STREET SHORT ST EXTENTS OF CONTRACT N. 7TH AVE. /// // / /// /// /// /// // / /// // / /// /// // / /// /// /// /// // / /// // / /// /// // / /// // / /// /// //////////////////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// /// /// ////////////////////////////// G G G G G G G G G T T T / / / / / / / / / / / / /// /// /////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// // / /// /// // / /// // / /// /// /// /// // / /// // / /// // / // / /// // / // / // / ////////////////////////////////////32.16' 35 . 1 4 ' 79 7 . 5 0 ' 79 7 . 2 0 ' 79 6 . 8 0 ' 796.44'796.02' 79 7 . 0 2 ' 35 . 6 2 ' 5.00' 4 . 0 0 ' 9 . 2 8 ' 1 1 . 8 8 ' 6 ' S I D E W A L K T Y P . 5' 79 8 . 3 5 ' 79 6 . 9 8 ' 8' PUBLIC ACCESS AND UTILITY EASEMENT 3' 10' TEMPORARY CONSTRUCTION EASEMENT9.60'TRANSITION SLAB 8.21' 79 7 . 2 0 ' / / / / / / /// // / /// //////////////////////////////////// / / / / / / / / / /////////////////////////////////////////////////// / / / /////////////////////GGGGG G G G G G CIVIL GRADING/DRAINAGE STA 19+75 TO 22+50N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2017 SHEET NUMBERPROJECT NUMBER DRAWING NUMBER VE R I F Y S C A L E ! TH E S E P R I N T S M A Y B E RE D U C E D . L I N E B E L O W ME A S U R E S O N E I N C H O N OR I G I N A L D R A W I N G . M O D I F Y S C A L E A C C O R D I N G L Y ! DA T E DE S C R I P T I O N NO . BY N: \ 0 4 1 7 \ 0 6 3 \ A C A D \ S H E E T S - P H A S E 3 - S H O R T T O D U R S T O N \ C 1 S E R I E S . D W G P L O T T E D B Y : CO O P E R K R A U S E O N Au g / 2 3 / 2 0 1 7 CO P Y R I G H T © MO R R I S O N - M A I E R L E , I N C . , 20 1 7 RE V I S I O N S e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s Mo r r i s o n Ma i e r l e DR A W N B Y : DS G N . B Y : AP P R . B Y : DA T E : Q. C . R E V I E W DA T E : BY : 0417.063 C1.1 BO Z E M A N MONTANA CP K KD J KD J 05 / 2 0 1 7 28 8 0 T e c h n o l o g y B l v d W e s t Bo z e m a n , M T 5 9 7 1 8 Ph o n e : 4 0 6 . 5 8 7 . 0 7 2 1 Fa x : 4 0 6 . 9 2 2 . 6 7 0 2 V I L L A R D N. 7 T H A V E DURSTON ROAD PEACH ST 1 . 5 0 % ( T Y P . ) S H O R T S T . SHORT PEACH/ DURSTON MO V E E X I S T I N G S I G N 3 F T E A S T , NE W B A S E / E L E C T R I C A L C O N N E C T I O N S A N D AL L O T H E R I N C I D E N T A L S T O C O M P L E T E W O R K . INSTALL NEW SIDEWALK TO SOUTH END OF EXISTING VERTICAL CURB.MATCH GRADE. RE M O V E E X I S T I N G D R I V E A P P R O A C H A N D C R A C K E D C U R B S E C T I O N S . RE P L A C E W I T H S T A N D A R D F U L L H E I G H T C U R B P E R M D T S T D . D W G . N O 6 0 9 - 0 5 . IN S T A L L N E W S I D E W A L K T R A N S I T I O N S L A B TO N O R T H E N D O F E X I S T I N G S T A M P E D A N D CO L O R E D C O N C R E T E . M A T C H G R A D E . PR O P E R T Y L I N E ( T Y P . ) RE M O V E T I M B E R P L A N T E R W A L L S A N D S A W C U T C O N C R E T E B A S E T O PR O P O S E D E D G E O F S I D E W A L K . R E C O N S T R U C T T O M A T C H PR E - C O N S T R U C T I O N A P P E A R A N C E , A N D / O R C O O R D I N A T E W I T H O W N E R . PR O T E C T A N D R E S E T C U R B B O X A T F G . S E E N O T E 3 . PR O T E C T E X I S T I N G ST R E E T A N D S T O P S I G N S RE S E T I R R I G A T I O N V A U L T S A N D T E L E P H O N E V A U L T J U S T BE Y O N D S I D E W A L K . C O O R D I N A T E W I T H O W N E R A N D U T I L I T Y . SP A D E T R A N S P L A N T T R E E T O L O C A T I O N E A S T OF N E W S I D E W A L K A S D I R E C T E D B Y O W N E R . RE M O V E E X I S T I N G L I G H T P O L E . RE S E T S I G N S ( 3 ) O N N E W P O S T : "N O P A R K I N G " , " W E S T " A N D " 9 0 " SIGN TO BE REMOVED BY OTHERS RE M O V E A N D D I S P O S E O F T R E E PROTECT EXISTING FIRE HYDRANT TR I M / A D J U S T L A N D S C A P I N G T O PR O V I D E C L E A R P A T H O F T R A V E L . 1 . 5 0 % ( T Y P . ) ELECTRICAL OUTLET (TYP.)SEE ELECTRICAL SHEETS PR O T E C T A N D R E S E T C U R B B O X E S ( 2 ) A T F G . S E E N O T E 3 . IN S T A L L F L U S H M O U N T V E R T I C A L C U R B P E R MA T C H E X I S T I N G C O N C R E T E C U R B . LUMINAIRE (TYP.)SEE ELECTRICAL SHEETS.LANDSCAPE ELEMENTS (TYP.)SEE LANDSCAPE SHEETS. 2.2'±6'SIDEWALK VARIES (5.5'±)BOULEVARDEASEMENTLINE1.5%VARIES(1.5% TYP.)6" M-4000 REINFORCEDCONCRETE (1.5# FIBERMESH/CY)4" MIN. COMPACTED 1 1/2" (-)CRUSHED BASE COURSE.SUBGRADE SC A R I F I E D T O 6 " D E P T H , MOISTURE CO N D I T I O N E D A N D R E C O M P A C T E D TO 95% OF AS T M D 6 9 8 . 4 (MIN.) : 18" MIN. COM P A C T E D 3 " ( - ) C R U S H E D SUB-BASE C O U R S E . TENCATE M I R A F I R S 2 8 0 i G E O T E X T I L E TENCATE MIRAFI B X G 1 1 0 G E O G R I D 6" MIN. COMPACTED 1 1 / 2 " ( - ) CRUSHED BASE COU R S E . PERMEABLE PAVERS, L A N D S C A P E D R A W I N G S C U R B A N D G U T T E R W H E R E N O T E D O N P L A N S ( S E E M D T D W G . N O . 6 0 9 - 0 5 ) 4 " M I N . C O M P A C T E D 1 1 / 2 " ( - ) C R U S H E D B A S E C O U R S E U N D I S T U R B E D S U B - B A S E C O U R S E / G E O T E X T I L E O R M A T C H E X I S T I N G SUBGRADE SCARIFIED TO6" DEPTH, MOISTURECONDITIONED ANDRECOMPACTED TO95% OF ASTM D 698.EXISTING GRADE1 12" PERMEABLE SETTING B E D VARIES (6" MAX.) MATCH EXISTING PAVEMENT SECTION AND MATERIALS 4" MIN. CRUSHED BASE COURSE F I N I S H E D G R A D E 5 " 8 " S I D E W A L K P E R P L A N P R O V I D E 3 4 " C H A M F E R O N A L L E X P O S E D E D G E S 12" 6" 2.2'±6'SIDEWALK VARIES (5.5'±)BOULEVARDEASEMENTLINE1.5%VARIES(1.5% TYP.)6" M-4000 REINFORCEDCONCRETE (1.5# FIBERMESH/CY)4" MIN. COMPACTED 1 1/2" (-)CRUSHED BASE COURSE.SUBGRADE SC A R I F I E D T O 6 " D E P T H , MOISTURE CO N D I T I O N E D A N D R E C O M P A C T E D TO 95% OF AS T M D 6 9 8 . 4 (MIN.) : 18" MIN. COM P A C T E D 3 " ( - ) C R U S H E D SUB-BASE C O U R S E . TENCATE M I R A F I R S 2 8 0 i G E O T E X T I L E TENCATE MIRAFI B X G 1 1 0 G E O G R I D 6" MIN. COMPACTED 1 1 / 2 " ( - ) CRUSHED BASE COU R S E . PERMEABLE PAVERS, L A N D S C A P E D R A W I N G S C U R B A N D G U T T E R W H E R E N O T E D O N P L A N S ( S E E M D T D W G . N O . 6 0 9 - 0 5 ) ) 4 " M I N . C O M P A C T E D 1 1 / 2 " ( - ) C R U S H E D B A S E C O U R S E U N D I S T U R B E D S U B - B A S E C O U R S E / G E O T E X T I L E O R M A T C H E X I S T I N G SUBGRADE SCARIFIED TO6" DEPTH, MOISTURECONDITIONED ANDRECOMPACTED TO95% OF ASTM D 698.EXISTING GRADE1 12" PERMEABLE SETTING B E D VARIES (6" MAX.) 18" 3" MIN. CRUSHED BASE COURSE S I D E W A L K P E R P L A N 5 " 8 " F I N I S H E D G R A D E MATCH EXISTING PAVEMENT SECTION AND MATERIALS P R O V I D E 3 4 " C H A M F E R O N A L L E X P O S E D E D G E S 2.2'±TYP.6'SIDEWALK VARIES (5.5' ± ) APRON EASEMENTLINE1.5%VARIESMATCH EXISTINGAT SAW CUT LINEPER PLAN SLOPEPER PLAN(10% MAX.) D R I V E W A Y D R O P C U R B W H E R E N O T E D O N P L A N S 4 " M I N . C O M P A C T E D 1 1 / 2 " ( - ) C R U S H E D B A S E C O U R S E U N D I S T U R B E D S U B - B A S E C O U R S E / G E O T E X T I L E O R M A T C H E X I S T I N G 6" M-4000 REINFORCEDCONCRETE (1.5# FIBERMESH/CY) (TYP.)4" MIN. COMPACTED 1 1/2" (-)CRUSHED BASE COURSE (TYP.)SUBGRADE SCARIFIED T O 6" DEPTH, MOISTURECONDITIONED ANDRECOMPACTED TO95% OF ASTM D 698 (TY P . ) 6 " O F 1 - 1 / 2 " M I N U S C R U S H E D B A S E C O U R S E M A T E R I A L 3 " A S P H A L T C O U R S E C O M P A C T E D S U B G R A D E N O T E S : 1 . A S P H A L T S H A L L B E T Y P E B - M O D I F I E D , C O M P A C T E D T O 9 3 % R I C E D E N S I T Y A S D E T E R M I N E D B Y A S T M D 2 0 4 1 . 2 . B A S E C O A R S E A N D S U B G R A D E S H A L L B E C O M P A C T E D T O 9 5 % R E L A T I V E C O M P A C T I O N B A S E D U P O N A A S H T O T - 9 9 . 1 2 " O F 3 " M I N U S C R U S H E D S U B - B A S E C O U R S E M A T E R I A L ( C A N E L I M I N A T E I F E X I S T I N G S U B - B A S E I S A D E Q U A T E ; T O B E D E T E R M I N E D B Y E N G I N E E R . T Y P I C A L S E C T I O N D E T A I L S N . 7 T H A V E N U E S T R E E T S C A P E I M P R O V E M E N T S - 2 0 1 7 S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\0417\063\ACAD\SHEETS-PHASE 3 - SHORT TO DURSTON\DETAILS-SECTIONS-STANDARDS.DWG PLOTTED BY:COOPER KRAUSE ON Aug/23/2017 C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , 2 0 1 7 REVISIONSen g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : 0 4 1 7 . 0 6 3 D 1 . 1 B O Z E M A N M O N T A N A D S / K D J M G H K D J 0 5 / 2 0 1 7 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 P h o n e : 4 0 6 . 5 8 7 . 0 7 2 1 F a x : 4 0 6 . 9 2 2 . 6 7 0 2 M A T C H E X I S T I N G I M P R O V E M E N T S A T E A S M E N T L I N E E X C E P T A S N O T E D O T H E R W I S E O N P L A N S . S A W C U T H A R D S U R F A C I N G A T M A T C H L I N E . R E P L A C E T O M A T C H E X I S T I N G P R E C O N S T R U C T I O N M A T E R I A L S P E R I F 4 : 1 S L O P E O R F L A T T E R I S N O T F E A S I B L E W I T H I N E A S E M E N T , I N S T A L L V E R T I C A L C U R B P E R D E T A I L I F 4 : 1 S L O P E O R F L A T T E R I S N O T F E A S I B L E W I T H I N E A S E M E N T , I N S T A L L V E R T I C A L C U R B P E R D E T A I L I F 1 0 % S L O P E O R F L A T T E R I S N O T F E A S I B L E W I T H I N E A S E M E N T A N D A D J A C E N T P R O P E R T Y O W N E R W I L L N O T A P P R O V E A D D I T I O N A L E N C R O A C H M E N T , I N S T A L L H A R D S U R F A C I N G W I T H I N E A S E M E N T A S D I R E C T E D B Y O W N E R . D O N O T A D J U S T N O R T H 7 t h A V E . S I D E W A L K L O C A T I O N O R E L E V A T I O N T O A C C O M M O D A T E P R I V A T E A P P R O A C H C O N N E C T I O N S . W H E R E T O P O F C U R B I S A B O V E S U R R O U N D I N G F I N I S H E D G R A D E , C U T E X P O S E D P O R T I O N A T 4 5 ° ( 1 : 1 ) A N G L E . W H E R E C U R B H E I G H T I S L E S S T H A N 6 " , P A I N T T O P F A C E O F C U R B O S H A Y E L L O W . TYP. SECTION - SIDEWALK ABOVE ADJACENT IMPROVEM E N T S 1--TYP. SECTION - DRIVEWAY APPROACH3-- V E R T I C A L C U R B - S I D E W A L K A B O V E A D J A C E N T I M P R O V E M E N T S 4 - - K E Y N O T E S : TYP. SECTION - SIDEWALK BELOW ADJACENT IMPROVEM E N T S 2-- V E R T I C A L C U R B - S I D E W A L K B E L O W A D J A C E N T I M P R O V E M E N T S 5 - - P A V E M E N T S E C T I O N 6 - - NOTE: PAVER SECTION ABOVE IS ONLY VALID FOR SECTION WITHOUTSTATAVAULT SOIL CELL UNITS. SEE LANDSCAPE SHEETS FOR MORE DETAILS.NOTE: PAVER SECTION ABOVE IS ONLY VALID FOR SECTION WITHOUTSTATAVAULT SOIL CELL UNITS. SEE LANDSCAPE SHEETS FOR MORE DETAILS. E L E C T R I C A L N O T E S N . 7 T H A V E N U E S T R E E T S C A P E I M P R O V E M E N T S - 2 0 1 7 ELECTRICAL SYMBOL LEGEN D SYMBOLDESCRIPTIONS M O U N T I N G H E I G H T , U N O BRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN TO PAN E L W I T H C I R C U I T S A S N O T E D . W I R E SIZE IS #12 UNLESS NOTED OTHERWISE. SHORT TICK MARKS IND I C A T E P H A S E C O N D U C T O R S . L O N G TICK MARKS INDICATE NEUTRAL CONDUCTORS. PROVIDE A DEDI C A T E D N E U T R A L C O N D U C T O R F O R EACH 120V BRANCH CIRCUIT. A SINGLE INSULATED GREEN GRO U N D C O N D U C T O R S H A L L B E P R O V I D E D WITH EACH HOME RUN.RACEWAY BELOW FLOOR OR BELOW GRADERACWAY STUB-OUT OR STUB-UP WITH BUSHED ENDPAD MOUNTED TRANSFORMERUTILITY ELECTRIC METERMETERLINE BREAKPULLBOX. SEE DETAIL 5/E0.2KEY NOTE. REFER TO SPECIFIC NOTE ON SAME DRAWING SHEE T . POLE MOUNTED LUMINAIRE ASSEMBLY SECURED TO CONCRETE B A S E . L E T T E R I N D I C A T E S F I X T U R E TYPE.PHOTOCELLDUPLEX RECEPTACLE. 1 8 " SPECIAL PURPOSE OUTLET, LETTER INDICATES TYPE. SEE SPE C . 1 8 " JUNCTION BOXFUSED DISCONNECT SWITCHBRANCH CIRCUIT PANELBOARDBREAKERCONTACTOR1. THESE SYMBOLS COMPRISE A STANDARD LIST; NOT ALL SYMB O L S A P P E A R O N T H I S P R O J E C T . 2. ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE ABOVE F I N I S H E D F L O O R . M O U N T I N G H E I G H T S INDICATED ON ARCHITECTURAL WALL ELEVATIONS OR AS NOTE D S P E C I F I C A L L Y O N T H E D R A W I N G S OR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER MO U N T I N G H E I G H T S L I S T E D . P-1,3,5MMPB1PAJC ABBREVIATIONSA or AMPAMPERESACALTERNATING CURRENTA/CAIR CONDITIONINGAFAMP FUSEAFFABOVE FINISHED FLOORAFGABOVE FINISHED GRADEALALUMINUMASAMP SWITCHBASBUILDING AUTOMATION SYSTEMBKRBREAKERCRACEWAY/CONDUITCBCIRCUIT BREAKERCCTVCLOSED CIRCUIT TELEVISIONCKTCIRCUITC.O.RACEWAY/CONDUIT ONLY, WITH PULL STRINGCNTRLCONTROLCUCOPPERDISCDISCONNECTDISTDISTRIBUTIONDPDTDOUBLE POLE DOUBLE THROWDWGDRAWINGEAEACHEFEXHAUST FANELECELECTRICEMTELECTRICAL METALLIC TUBINGEQUIPEQUIPMENTEX OREXISTEXISTINGFDFUSED DISCONNECTFLRFLOORFOFIBER OPTICFVNRFULL VOLTAGE NON-REVERSINGFVRFULL VOLTAGE REVERSINGGECGROUNDED ELECTRODE CONDUCTORGFIGROUND FALUT INTERRUPTERGNDGROUNDGRCGALVANIZED RIGID CONDUITHIDHIGH INTENSITY DISCHARGEHOAHAND-OFF-AUTOMATICHPHORSEPOWERHPSHIGH PRESSURE SODIUMHTRHEATERHZHERTZJ-BOXJUNCTION BOXKVAKILOVOLT AMPERESKWKILOWATTSLTGLIGHTINGMAXMAXIMUMMHMETAL HALIDEMINMINIMUMNNEUTRALNCNORMALLY CLOSEDNECNATIONAL ELECTRICAL CODENEMANATIONAL ELECTRICAL MANUFACTURERSASSOCIATIONNFDNON-FUSED DISCONNECTNICNOT IN CONTRACTNONORMALLY OPEN#NUMBEROCON CENTEROHOVERHEADPPOLEPBPUSHBUTTONPNLPANELPVCPOLYVINYL CHLORIDE CONDUITPWRPOWERRECEPTRECEPTACLERGSRIGID GALVANIZED STEELRMROOMRVNRREDUCED VOLTAGE NON-REVERSINGRVRREDUCED VOLTAGE REVERSINGSPSINGLE POLE TOGGLE SWITCHSPECSPECIFICATIONSPSTSINGLE POLE SINGLE THROWSSPBSTART-STOP PUSHBUTTONSWSWITCHTCTIME CLOCKTDTIME DELAYTSPTWISTED SHIELDED PAIRTTBTELEPHONE TERMINAL BOARDTYPTYPICALUGUNDERGROUNDUHUNIT HEATERUNOUNLESS NOTED OTHERWISEUONUNLESS OTHERWISE NOTEDVVOLTVAVOLT AMPERESWWATTSWPWEATHERPROOFW/OWITHOUTXFMRTRANSFORMERYWYE CONNECTEDDELTA CONNECTEDPHASE*THESE ABBREVIATIONS COMPRISE A STANDARD LIST;NOT ALL ABBREVIATIONS APPEAR ON THIS PROJECT. 1 . P R I O R T O B I D C O N T R A C T O R S H A L L V I S I T T H E S I T E S . N O T A L L W O R K R E Q U I R E D T O C O M P L E T E T H E P R O J E C T I S S H O W N O N T H E D R A W I N G S . T H E C O N T R A C T O R S H A L L B E C O M E T H O R O U G H L Y F A M I L I A R W I T H A L L T H E W O R K R E Q U I R E D T O C O M P L E T E T H E P R O J E C T I N A D D I T I O N T O T H E L O C A L C O N D I T I O N S A N D I N C L U D E S A I D W O R K I N T H E B I D . 2 . G E N E R A L W O R K P R A C T I C E S F O R E L E C T R I C A L C O N S T R U C T I O N S H A L L B E I N A C C O R D A N C E W I T H N E C A 1 , " S T A N D A R D P R A C T I C E S F O R G O O D W O R K M A N S H I P I N E L E C T R I C A L C O N T R A C T I N G . " T H I S P U B L I C A T I O N I S A V A I L A B L E F R O M N C S A B Y T E L E P H O N E A T 3 0 1 - 2 1 5 - 4 5 2 1 O R O N - L I N E A T W W W . N E C A - N E I S . O R G . 3 . U . N . O . A L L P O L E S A N D M E T E R B A S E S S H A L L B E L O C A T E D 3 ' F R O M B A C K O F C U R B . V E R I F Y A L L S T A T I O N N U M B E R S A N D C O O R D I N A T E E X A C T L O C A T I O N W I T H C I V I L D R A W I N G S P R I O R T O R O U G H - I N . 4 . A L L N E W P O L E S S H O U L D B E P R O V I D E D W I T H B R E A K A W A Y B O L T S P E R M D T R E Q U I R E M E N T S . P R O V I D E T R A N S P O P O L E - S A F E M O D E L 4 1 0 0 O R E Q U A L . 5 . W H E R E E X I S T I N G E L E C T R I C A L C O N D U I T S A R E N O T A V A I L A B L E , C O N T R A C T O R S H A L L B O R E / D I R E C T B U R Y U N D E R R O A D W A Y S , D R I V E W A Y S , S I D E W A L K S , E T C . A L L C O S T S A S S O C I A T E D W I T H B O R I N G / D I R E C T B U R Y S H A L L B E I N C L U D E D I N C O N T R A C T O R ' S B I D P R I C E . 6 . C O N T R A C T O R T O M A I N T A I N E X I S T I N G L I G H T I N G L E V E L S D U R I N G C O N S T R U C T I O N . C O N T R A C T O R S H A L L P L A C E A L L B A S E S , P U L L A L L C O N D U C T O R S , A N D H A V E T H E S E R V I C E S I N S T A L L E D P R I O R T O S C H E D U L I N G N W E T O D E M O E X I S T I N G P O L E S A N D O V E R H E A D P O W E R . O N L Y S C H E D U L E D E M O O F S E C T I O N S T H A T C A N B E C O M P L E T E W I T H I N D A Y L I G H T H O U R S T O E N S U R E T H E S T R E E T R E M A I N L I G H T A T N I G H T T H R O U G H O U T T H E C O N S T R U C T I O N P R O C E S S E S . 7 . C O N T R A C T O R T O I M M E D I A T E L Y N O T I F Y E N G I N E E R A N D O W N E R O F A N Y C O N F L I C T S E N C O U N T E R E D D U R I N G C O N S T R U C T I O N . U N D E R N O C I R C U M S T A N C E S S H A L L C O N T R A C T O R R E S O L V E C O N F L I C T P R I O R T O N O T I F I C A T I O N . 8 . T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R T H E C O O R D I N A T I O N O F C I R C U I T A N D L I G H T I N G C O N T R O L W I T H B U I L D I N G O W N E R . P R O J E C T N O T E S L U M I N A I R E S C H E D U L E T Y P E L A M P S D E S C R I P T I O N S M A N U F A C T U R E R C A T A L O G N O . O R S E R I E S M O U N T I N G / V O L T A G E E 2 1 3 5 W L E D D E C O R A T I V E R O A D W A Y L U M I N A I R E W I T H D E C O R A T I V E A R M A N D 2 6 ' D E C O R A T I V E P O L E A N D B A S E . P R O V I D E ( 2 ) 3 0 I N C H D E C O R A T I V E A R M S F O R B A N N E R D I S P L A Y S A N D G F I R E C E P T A C L E W I T H W H I L E I N U S E C O V E R A T 2 4 ' A F F . B A N N E R A R M S H A L L B E 3 0 " L O N G S P A C E D 6 ' A P A R T . B O T T O M A R M S H A L L B E @ 1 5 ' A F F . P L A N T H A N G E R S H A L L B E M O U N T E D A T 1 2 ' A F F . B A N N E R A R M S , G F I R E C E P T A C L E ( W I T H W H I L E - I N - U S E - C O V E R ) , A N D P L A N T H A N G E R S S H A L L B E D I R E C T L Y O P P O S I T E O F T H E L I G H T F I X T U R E . P R O V I D E W I T H C U S T O M D E C O R A T I V E S K I R T T O C O N C E A L B R E A K A W A Y B O L T S . R E F E R T O D E T A I L S 2 / E 0 . 2 , 3 / E 0 . 2 , A N D 4 / E 0 . 2 . L U M E C F I X T U R E : D M S 5 0 - 1 3 5 W 8 0 L E D 4 K - R - L E 3 F - 1 2 0 - S M B A R M : A C 6 - 1 A P O L E / B A S E : S S M 8 V - 2 6 - B A S 3 0 ( 2 ) G F I I - P S P C S - D E C - L M S S K I R T C O L O R : B E 2 T X ( T E X T U R E D M I D N I G H T B L U E T O M A T C H P H A S E 1 L U M I N A I R E S . ) P O L E / 1 2 0 C O N T R A C T O R S H A L L U T I L I Z E E X I S T I N G T Y P E E 2 L U M I N A I R E S ( D E S C R I B E D A B O V E ) . C O O R D I N A T E W I T H T H E C I T Y O F B O Z E M A N T O O B T A I N E X I S T I N G L U M I N A I R E S F R O M S T O R A G E F A C I L I T Y . C O N T R A C T O R I S R E S P O N S I B L E F O R T R A N S P O R T I N G L U M I N A I R E S F R O M S T O R A G E F A C I L I T Y T O S I T E . 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 P h o n e : 4 0 6 . 5 8 7 . 0 7 2 1 F a x : 4 0 6 . 9 2 2 . 6 7 0 2 S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\0417\063\ACAD\SHEETS-PHASE 3 - SHORT TO DURSTON\E0.1.DWG PLOTTED BY:COOPER KRAUSE ON Aug/25/2017 C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , 2 0 1 7 REVISIONSen g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : 0 4 1 7 . 0 6 3 E 0 . 1 B O Z E M A N M O N T A N A A R G A R G K D J 6 / 2 0 1 7 R J H 6 / 2 0 1 7 E L E C T R I C A L D E T A I L S N . 7 T H A V E N U E S T R E E T S C A P E I M P R O V E M E N T S - 2 0 1 7 L O N G R E I N F . S E E S C H E D U L E A N C H O R B O L T S F R O M P O L E M A N F . 2'-6" D E P T H O F E M B E D S E E S C H E D U L E . H O R I Z . T I E S S E E S C H E D U L E P R O V I D E L O N G A T A L L F O U R C O R N E R S O F S Q U A R E P I E R . P R O V I D E S P A C I N G O F S / 2 A T T O P 1 ' - 0 " O F P E I R . D E P T H B E L O W F I N I S H E D G R A D E . S P A C E L O N G . S T E E L E V E N L Y A R O U N D P E R I M E T E R . P R O V I D E R E I N F . C L E A R A N C E P E R A N C I 3 1 8 . * * * * * * * * * * * * * * * H E I G H T A F G S E E S C H E D U L E U N O POWER CONDUIT TRENCH SAND6" BELOW & 8" ABOVE CONDUIT.COMPACT TO 90% RELATIVEDENSITY.COMPACT BACKFILL TO 90% OFRELATIVE DENSITY. 95% OFT-99 ACROSS ROAD WAYS EDGE OF TRENCH TO BE 36" MIN.FROM EDGE OF WATER OR SEWERNEW TOPSOIL30"MIN40"MAX EXISTING TOPSOILUNDISTURBED EARTH12"MIN.SHOW SEPARATE 6" WIDE MARKINGTAPE 12" BELOW FINISHED GRADE F I N I S H G R A D E P O L E F D N S I Z E . S E E S C H E D U L E S E E S I T E P L A N F O R C O N D U I T S I Z E 1 " C H A M F E R R E I N F O R C E D C O N C . B A S E B Y E . C . B U S H C O N D U I T S B A S E C O V E R P R O V I D E F U S E ( S ) I N C K T . T O B A L L A S T . F U S E ( S ) S H A L L B E B U S S T Y P . B B S . F U S E H O L D E R S S H A L L B E B U S S " T R O N " H E B W A T E R P R O O F . S I Z E O F F U S E S H A L L B E A S R E Q U I R E D B Y L U M I N A I R E M A N U F A C T U R E R . C O N N E C T G R O U N D T O P O L E B A S E W / B O U N D R Y # G B 4 C P R O J E C T A N C H O R B O L T S 3 " M I N . A B O V E T O P O F B A S E . P R O V I D E D O U B L E N U T S F O R L E V E L I N G U N I T ( O N E A B O V E A N D O N E B E L O W B A S E F L A N G E ) . G R O U T V O I D B E T W E E N B A S E F L A N G E A N D T O P O F C O N C R E T E , L E A V I N G D R A I N H O L E . H A N D F I N I S H . T H W N C O N D U C T O R A S S H O W N O N P L A N S P R O V I D E 1 ' O F C O I L E D S L A C K O N C O N D U C T O R F E E D T H R U H A N D H O L E - 4 " X 6 " ( N O M I N A L ) L I G H T F I X T U R E B A S E S C H E D U L E * * * * * P O L E H E I G H T S I Z E L O N G S T L H O R I Z O N T A L S T L * * 0 ' - 1 4 ' 1 4 ' - 3 0 ' D E P T H * * * H E I G H T A F G 1 5 " S Q . 1 8 " Ø ( 4 ) # 5 * # 3 A T 1 0 " O . C . 4 ' - 0 " 0 " 4 ' - 0 " 7 ' - 0 " 7 ' - 0 " 7 ' - 0 " 0 " 0 " 0 " 0 " 2 0 " S Q . 2 4 " Ø 2 2 " Ø ( 6 ) # 6 * * * * ( 4 ) # 7 * ( 6 ) # 6 * * * * ( 6 ) # 6 * * * * # 3 A T 1 0 " O . C . # 3 A T 1 2 " O . C . # 3 A T 1 2 " O . C . # 3 A T 1 2 " O . C . TYPICAL TRENCH DETAILNO SCALESCALE: N O T E : C O N T R A C T O R S H A L L G R I N D E X P O S E D C O N C R E T E S M O O T H . E X P O S E D C O N C R E T E S H A L L H A V E N O S O N O T U B E M A R K I N G S . E0.2 1 P O L E B A S E D E T A I L F O R F I X T U R E T Y P E ' E 2 ' S C A L E : E 0 . 2 3 TYPE ITYPE II MINIMUM INSIDE DIMENSIONSW = 12 INCHESL = 18 INCHESD = 12 INCHES PULL BOX COMPOSITEW = 12 INCHESL = 24 INCHESD = 12 INCHES1" CLEAN ST O N E DRAINAGE COPPER OR EQUAL CONCRETE SIDEWALK OR PAVERSCONDUIT IN P L A C E AS REQUIRE D . ELECTRICAL BOND, NO.6 AWG T Y P I C A L B R E A K A W A Y B O L T C O U P L I N G N O S C A L E S C A L E : E 0 . 2 2 TYPICAL PULL BOX DETAILNO SCALESCALE:E0.2 5 B O L T C O U P L I N G ( B R E A K A W A Y T Y P E ) B R E A K A W A Y B O L T C O U P L I N G B O L T C O V E R B R E A K A W A Y B O L T C O U P L I N G ( O N E O F F O U R ) N O T E : C O N T R A C T O R S H A L L C O O R D I N A T E A N D P R O V I D E B O L T C O V E R F R O M T H E P O L E M A N U F A C T U R E R T O E N S U R E T H E C L E A N E S T L O O K P O S S I B L E . E 2 P L A N T H A N G E R ( 1 2 ' A F F ) B A N N E R A R M ( 1 5 ' A F F ) B A N N E R A R M ( 2 1 ' A F F ) G F I W I T H W H I L E - I N - U S E C O V E R ( 2 4 ' A F F ) T Y P E E 2 E L E V A T I O N N O S C A L E S C A L E : E 0 . 2 4 PROVIDE STU B 4 - 6 " A B O V E B O T T O M O F P U L L B O X AND CAP CO N D U I T F O R F U T U R E L U M I N A I R E S CONTRACTOR SHALL PROVIDE LIKEVEGETATION DISTURBED BY TRENCHOR PATCH AND RE-PAVE AS NEEDEDTO MATCH ADJACENT SURFACE N O S C A L E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 P h o n e : 4 0 6 . 5 8 7 . 0 7 2 1 F a x : 4 0 6 . 9 2 2 . 6 7 0 2 S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\0417\063\ACAD\SHEETS-PHASE 3 - SHORT TO DURSTON\E0.2.DWG PLOTTED BY:COOPER KRAUSE ON Aug/25/2017 C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , 2 0 1 7 REVISIONSen g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : 0 4 1 7 . 0 6 3 E 0 . 2 B O Z E M A N M O N T A N A A R G A R G K D J 6 / 2 0 1 7 R J H 6 / 2 0 1 7 T Y P I C A L T R E E R E C E P T A C L E N O S C A L E S C A L E : E 0 . 2 7 W E A T H E R P R O O F , G F I R E C E P T A C L E W I T H E X T R A H E A V Y - D U T Y W H I L E - I N - U S E C O V E R ( H U B B E L L W P 2 6 E O R E Q U A L ) M O U N T I N T R E E G U A R D O P E N I N G . 1 " R G S C O N D U I T , R O U T E I N S I D E T R E E G U A R D . 1 " P V C C O N D U I T T O N E X T T R E E 1 " P V C C O N D U I T T O P R E V I O U S T R E E T R A N S I T I O N F R O M P V C T O R G S NOTES:FURNISH PULL BOXES AND COVERS MADE OF POLYMER CONCRETE WITH FIBERGLASS REINFORCEMENT.FURNISH PULL BOXES HAVING CONTINUOUS FIBERGLASS CLOTH REINFORCEMENT ON THE INSIDE ANDOUTSIDE PERIMETERS. FURNISH COVERS HAVING A MINIMUM OF TWO LAYERS OF FIBERGLASS CLOTHREINFORCEMENT.ENSURE THE PULL BOXES AND COVERS COMPLY WITH ALL TEST PROVISIONS OF THE MOST CURRENTANSI/SCTE 77 FOR TIER 22 APPLICATIONS. FURNISH PULL BOXES AND COVERS THAT HAVE BEEN TESTED ANDCERTIFIED BY A NATIONALLY RECOGNIZE D THIRD PARTY INDEPENDENT TEST FIRM SUCH AND UL OR ETLVERIFYING THAT THE BOXES AND COVERS MEET ALL TEST PROVISIONS OF THE ANSI/SCTE 77. FURNISH PULLBOXES THAT HAVE MARKINGS SHOWING THE TIER 22 RATING LABELED OR STENCILED ON THE INSIDE ANDOUTSIDE OF THE BOX. FURNISH COVERS THAT MARKING SHOWING THE TIER 22 RATING EMBOSSED IN THE TOPSURFACE OF THE COVER. FURNISH COVERS HAVING PULL SLOTS RATED FOR A MINIMUM PULL OUT OF 3,000POUNDS.FURNISH 3/8-7 LAB THREAD HEX HEAD BOLTS TO SECURE THE COVER TO THE PULL BOX. L I G H T I N G C O N T A C T O R S I Z E P E R N O . O F C I R C U I T S R E Q U I R E D E - 3 0 E - 2 8 L C 1 N 1 2 0 V H P C S I N G L E B U I L D I N G P H O T O C E L L C O N T R O L I N T E R M A T I C K 4 4 2 1 M T O E X T E R I O R L I G H T I N G E - 2 6 E X T E R I O R L I G H T I N G C O N T R O L D I A G R A M S C A L E : E 0 . 2 6 N O S C A L E N E M A 3 R E N C L O S U R E N O T E : E X A C T C I R C U I T I N G A N D L O C A T I O N O F C O N T R O L S S H A L L B E C O O R D I N A T E D O N - S I T E W I T H B U I L D I N G O W N E R . //////////////////////////////////// /// /// /// // / // / /// // / /// // / // / /// // / /// // / // / /// // / /// // / // / // / / / / / / / / / / / / / / / / // / // / / / / G U T I L I T Y S H A L L D E M O L U M I N A I R E ( I F A P P L I C A B L E ) , P O L E A N D O V E R H E A D C O N D U C T O R S . C O N T R A C T O R I S R E S P O N S I B L E F O R R E M O V I N G P O L E B A S E I N E N T I R E T Y O R D E M O L I S H I N G / R E M O V I N G T O P T W O ( 2 ) T O T H R E E ( 3 ) F E E T O F T H E C O N C R E T E B A S E . F I L L W I T H S E L E C T B A C K F I L L A N D C O M P A C T T O 9 0 % D R Y D E N S I T Y . I N S T A L L S I X ( 6 ) I N C H E S O F T O P S O I L A N D S O D W I T H L O C A L L Y S O U R C E D D R O U G H T T O L E R A N T S O D . C O O R D I N A T E W I T H U T I L I T Y T O R E M O V E E X I S T I N G O V E R H E A D L I N E . C O O R D I N A T E W I T H U T I L I T Y T O M A I N T A I N S E R V I C E T O T H I S L U M I N A I R E A N D R E M A I N I N G L U M I N A I R E S T O T H E S O U T H A S N E E D E D T O A C C O M M O D A T E T H E D E M O L I T I O N N O T E D B Y K E Y N O T E S 1 A N D 2 . K E Y N O T E S S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\0417\063\ACAD\SHEETS-PHASE 3 - SHORT TO DURSTON\E0.3.DWG PLOTTED BY:COOPER KRAUSE ON Aug/24/2017 C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , 2 0 1 7 REVISIONSen g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : 0 4 1 7 . 0 6 3 E 0 . 3 B O Z E M A N M O N T A N A A R G A R G K D J 6 / 2 0 1 7 R J H 6 / 2 0 1 7 E L E C T R I C A L D E M O L I T I O N P L A N N . 7 T H A V E N U E S T R E E T S C A P E I M P R O V E M E N T S - 2 0 1 7 NOR T H 7 T H A V E N U E T T T E 2 E - 2 6 E2E-26 E 2 E - 2 6 E - 2 8 E - 2 8 E - 2 8 E-30E-30 E - 3 0 ///////////////////////////E2E-26E2E-26E-28E-28E-28 E L E C T R I C A L P L A N S T A 1 9 + 7 5 T O S T A 2 2 + 5 0 N . 7 T H A V E N U E S T R E E T S C A P E I M P R O V E M E N T S - 2 0 1 7 C H R I S T M A S L I G H T R E C E P T A C L E A T T R E E G U A R D . S E E D E T A I L 7 O N E 0 . 2 . 2 - # 1 0 C U A N D 1 - # 1 0 C U G N D I N 1 " C . 1 " C . O . 2 " C . O . F U T U R E 2 " C O N D U I T , N O T I N C O N T R A C T R O U T E ( 6 - # 6 C U A N D 1 - # / 8 C U G N D I N 2 " C ) T O E X T E R I O R L I G H T I N G C O N T R O L P A N E L . R E F E R T O G E N E R A L N O T E 4 . P R O V I D E E X T E R I O R L I G H T I N G C O N T R O L S I N N E M A 3 R E N C L O S U R E N E X T T O P A N E L E O N O F F I C E B U I L D I N G ' E ' . S E E D E T A I L 6 O N E 0 . 2 F O R L I G H T I N G C O N T R O L S . C O O R D I N A T E E X A C T L O C A T I O N W I T H M O T E L O W N E R . R E F E R T O G E N E R A L N O T E 4 . P A N E L ' E ' O N E X T E R I O R W A L L O F O F F I C E B U I L D I N G ' E ' . R E F E R T O G E N E R A L N O T E 4 . P R O V I D E P H O T O C E L L A B O V E L I G H T I N G C O N T R O L P A N E L . R E F E R T O G E N E R A L N O T E 4 . K E Y N O T E S 1 . C O N D U I T L I N E S A R E S H O W N F O R S C H E M A T I C P U R P O S E S . C O N T R A C T O R S H A L L R O U T E C O N D U I T S N E A R S I D E W A L K O R U N D E R S I D E W A L K . 2 . C O O R D I N A T E C O N D U I T I N S T A L L A T I O N W I T H S T R A T A V A U L T S Y S T E M B E L O W P A V E R S . S E E L A N D S C A P E P L A N F O R S T R A T A V A U L T D E T A I L S . 3 . A L L C O N D U I T U N D E R R O A D W A Y S A N D P A V E D W A L K W A Y S S H A L L B E S C H E D U L E 8 0 P V C . 4 . D U E T O M O T E L C O N S T R U C T I O N S C H E D U L E P A N E L E M A Y N O T B E A V A I L A B L E I N T I M E F O R S T R E E T L I G H T I N G P O W E R . I F P A N E L E I S N O T A V A I L A B L E , P O W E R M A Y B E R O U T E D T O P A N E L L I N B U I L D I N G ' F ' . C O N T R A C T O R W I L L N E E D T O P A T C H A N D R E P A I R A L L S U R F A C I N G A N D W A L L S A S N E E D T O R O U T E C O N D U I T T O P A N E L L . F I N A L C O N D U I T R O U T I N G A N D C O N T R O L L O C A T I O N S S H A L L B E C O O R D I N A T E D O N - S I T E W I T H M O T E L O W N E R . G E N E R A L N O T E S S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\0417\063\ACAD\SHEETS-PHASE 3 - SHORT TO DURSTON\E1.1.DWG PLOTTED BY:COOPER KRAUSE ON Aug/25/2017 C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , 2 0 1 7 REVISIONSen g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : 0 4 1 7 . 0 6 3 E 1 . 1 B O Z E M A N M O N T A N A A R G A R G K D J 6 / 2 0 1 7 R J H 6 / 2 0 1 7 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 P h o n e : 4 0 6 . 5 8 7 . 0 7 2 1 F a x : 4 0 6 . 9 2 2 . 6 7 0 2 N O R T H 7 T H A V E N U E 2-#6 CU AND1- #8 CU GND IN 2" C. 2 - # 6 C U A N D 1 - # 8 C U G N D I N 2 " C . 2 - # 6 C U A N D 1 - # 8 C U G N D I N 2 " C . 2 - # 6 C U A N D 1 - # 8 C U G N D I N 2 " C . B U I L D I N G E BUILDING F BUILDING E P R O V I D E E X T E R I O R L I G H T I N G C O N T R O L S I N N E M A 1 E N C L O S U R E A D J A C E N T T O P A N E L L I N L A U N D R Y B U I L D I N G ' F ' . S E E D E T A I L 6 O N E 0 . 2 F O R L I G H T I N G C O N T R O L S . C O O R D I N A T E E X A C T L O C A T I O N W I T H M O T E L O W N E R . R E F E R T O G E N E R A L N O T E 4 . P A N E L ' L ' I N L A U N D R Y B U I L D I N G ' F ' . R E F E R T O G E N E R A L N O T E 4 . R O U T E ( 6 - # 6 C U A N D 1 - # / 8 C U G N D I N 2 " C ) T O E X T E R I O R L I G H T I N G C O N T R O L P A N E L . P A T C H A N D R E P A I R A L L S U R F A C I N G A S N E E D E D . R E F E R T O G E N E R A L N O T E 4 . P R O V I D E 2 " C O N D U I T 2 - # 6 C U A N D 1 - # 8 C U G N D I N 2 " C . B E T W E E N P U L L B O X A N D L I G H T I N G P O L E I F P O W E R S O U R C E I S F R O M P A N E L L . R E F E R T O G E N E R A L N O T E 4 . C O O R D I N A T E W I T H M O T E L O W N E R A N D O N - S I T E M O T E L C O N T R A C T O R T O R O U T E F E E D E R T O P A N E L L . P A T C H A N D R E P A I R A L L S U R F A C I N G A S N E E D E D . R E F E R T O G E N E R A L N O T E 4 . K E Y N O T E S R E F E R T O M O T E L O V E R A L L S I T E O N T H I S S H E E T PLAN AREA 1 SHEET L1.1 PE A C H S T R E E T DU R S T O N S T R E E T SH O R T S T R E E T VI L L A R D S T R E E T VI L L A R D S T R E E T BE A L L S T R E E T LA M M E S T R E E T LA M M E S T R E E T ME N D E N H A L L S T R E E T ME N D E N H A L L S T R E E T MA I N S T R E E T NORTH 7TH AVENUE NORTH 7TH AVENUE GENERAL NOTES: 1.LAYOUT TO CONFORM WITH WHAT IS SHOWN IN PLANS. CONTRACTOR TO FIELD VERIFY LOCATIONS OF AMENITIES WITH LANDSCAPE ARCHITECT, VIA STAKING AND SITE VISIT MEETING, PRIOR TO CONSTRUCTION. 2.STREET MEDIAN, CENTERLINE, EXISTING TREES, TRAFFIC LANES AND STRIPING HAS BEEN INTERPOLATED FROM AERIAL PHOTOGRAPH TO SHOW DESIGN INTENT. INFORMATION ON CENTER OF STREET WAS NOT AVAILABLE IN SURVEY FORMAT. CONTRACTOR SHALL FIELD VERIFY STREET IMPROVEMENTS MEASUREMENTS. 3.SEE CIVIL PLANS FOR INFRASTRUCTURE IMPROVEMENTS, ACCESS IMPROVEMENTS, PROPOSED GRADES AND UTILITIES INFORMATION. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ULITIES, PAVEMENT, OR STRUCTURES THAT IS THE DIRECT RESULT OF HIS/HER WORK ON SITE. DAMAGE SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER(S). ALL EXISTING LANDSCAPE TO REMAIN UNLESS OTHERWISE SPECIFIED IN DRAWING SET. ALL EXISTING TREES WITHIN AREAS OF WORK SHALL BE PROTECTED. ANY DAMAGE TO EXISTING VEGETATION TO REMAIN IS TO BE RESTORED TO ITS ORIGINAL CONDITION BY CONTRACTOR AT NO COST TO THE OWNER. 5.SITE FURNISHINGS AND PUBLIC ART PIECE PLACEMENT AND METHOD OF INSTALLATION SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 6.NEW STREET TREES SHALL RECEIVE SUBSURFACE DRIP IRRIGATION. SEE IRRIGATION PLANS. 7.CONTRACTOR TO MAINTAIN 10'-0" MINIMUM HORIZONTAL DISTANCE BETWEEN CITY WATER AND CITY SEWER UTILITIES. CONTRACTOR SHALL COORDINATE CONSTURCTION IMPROVEMENTS WITH ALL EXISTING AND PROPOSED UTILITIES. 8.REFER TO CIVIL PLANS FOR ALL HORIZONTAL AND VERTICAL CONTROL. 9.CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLASTIC OR METAL EDGE RESTRAINTS AT PERMEABLE PAVER AREAS THAT HAVE NO CONCRETE EDGE. REFER TO SPECIFICATIONS. 10.ROOT BARRIER TO BE INSTALLED AT ALL PROPOSED TREE LOCATIONS. REFER TO DETAILS. SCALE IN 0100 100 20050 FEET LANDSCAPE ARCHITECTURE URBAN DESIGN + LAND PLANNING ECOLOGICAL PLANNING 27 E Main Street Suite D Bozeman, MT 59715 |406.219.2012 COPYRIGHT ©MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY X:\PROJECTS\NORTH 7TH AVENUE\07 - CD\CD CADD\SHEETS\100% SUBMITTAL 2017.08.24\DHM-PLAN-SHEETS.DWG PLOTTED BY:CHRIS KEIL ON Aug/24/2017 2017 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 engineers surveyors planners scientists Morrison Maierle N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2017 BOZEMAN MONTANA SITE OVERVIEW 0417.063 X L1.0 HAO CK/HAO CK 08/24/2017  08/2017 //////////////////////////////////////////////////////////// /// /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / /// //////////// /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //////////// / / / / / / / / / / / / / / / / / / / / / G G G G G G G G G / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///////////////////// /// /// /// /// /// //////////// ///////// / / / / / / / / / TREES - STREETSCAPE SYMBOL PLANT SCHEDULE ABBREVIATION QTY.SPACINGBOTANICAL NAME COMMON NAME SIZEROOT CEL OCC 'CHI' GLE TRI 'SKY' 3 3 CELTIS OCCIDENTALIS 'CHICAGOLAND' GLEDITSIA TRIACANTHOS 'SKYLINE' CHICAGOLAND HACKBERRY SKYLINE HONEYLOCUST AS SHOWN AS SHOWN B&B B&B 3" CALIPER 3" CALIPER PLAN AREA 1 PE A C H S T R E E T NORTH 7TH AVENUE COPYRIGHT ©MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY X:\PROJECTS\NORTH 7TH AVENUE\07 - CD\CD CADD\SHEETS\100% SUBMITTAL 2017.08.24\DHM-PLAN-SHEETS.DWG PLOTTED BY:CHRIS KEIL ON Aug/24/2017 2017 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 engineers surveyors planners scientists Morrison Maierle N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2017 BOZEMAN MONTANA SITE MATERIALS & LANDSCAPE PLAN 0417.063 X L1.1 HAO CK/HAO CK 08/24/2017  08/2017 DU R S T O N S T R E E T SH O R T ST R E E T SCALE IN 020 20 4010 FEET (1)GLE TRI 'SKY'   STA. ±21+62 (1)GLE TRI 'SKY'   STA. ±21+83 (1) CEL OCC 'CHI' STA.± 20+00 (1) CEL OCC 'CHI' STA.± 20+38 (1) GLE TRI 'SKY' STA.± 21+03 LANDSCAPE ARCHITECTURE URBAN DESIGN + LAND PLANNING ECOLOGICAL PLANNING 27 E Main Street Suite D Bozeman, MT 59715 |406.219.2012 PLAN LEGEND EXISTING TREES TO REMAIN NOTES: 1. FOR UTILITY AND STREET SYMBOLS SEE CIVIL SET 2. TREE LAYOUT PROVIDED IS APPROXIMATE BASED ON ROAD STATIONING. FINAL LAYOUT TO BE FIELD VERIFIED WITH CIVIL AND LANDSCAPE ARCHITECT. 3. LIMITS OF SOIL CELLS SHOWN ON PLANS IS APPROXIMATE. FINAL LAYOUT AND LIMITS TO BE COORDINATED WITH MANUFACTURER. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW 1 L1.5 2 L1.5 2 L1.3 4 L1.3 3 L1.3 4 L1.3 1 L1.4 (1) CEL OCC 'CHI' STA.± 20+68 EXISTING TREES TO BE TRANSPLANTED OR REMOVED - SEE CIVIL PLANS PROPOSED STREET TREE PLANTING (SEE LEGEND) TREE GRATE TREE GUARD PERMEABLE UNIT PAVERS - ON GRADE PERMEABLE UNIT PAVERS - ON STRUCTURAL SOIL CELLS STREET LIGHT - SEE CIVIL PLANS CONCRETE SIDEWALK - SEE CIVIL PLANS SCORE JOINTS 3 L1.6BIKE RACKS EXPANSION JOINTS E J E J E J E J E J E J E J E J E J E J E J E J CO N C R E T E C U R B P A N RO A D P A V E M E N T PERMEABLE PAVER, "ECOLINE" BY UNILOCK. FINISH, PER SPECIFICATIONS. PAVER ZONE 1 COLOR BLEND: 50% BLACK GRANITE 20% ICE GRAY 20% CRYSTAL ROSE 10% SIERRA TOP OF CONCRETE CURB SIDEWALK: CONCRETE PAVING, WIDTH PER PLAN NOTE: LAYOUT PROVIDED TO SHOW DESIGN INTENT; CONTRACTOR TO PROVIDE 6' X 6' MOCK UP OF PAVER LAYOUTS 1-3, PER SPECIFICATIONS PRIOR TO CONSTRUCTION //////////////////////////////////////////////////////////// /// /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / /// //////////// // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //////////// / / / / / / / / / / / / / / / / / / / / / G G G G G G G G G / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///////////////////// /// /// /// /// /// //////////// ///////// / / / / / / / / / PERMEABLE PAVER, "ECOLINE" BY UNILOCK. FINISH, PER SPECIFICATIONS. PAVER LAYOUT 2 COLOR BLEND: 18% BLACK GRANITE 55% ICE GRAY 17% CRYSTAL ROSE 10% SIERRA TOP OF CONCRETE CURB SIDEWALK: CONCRETE PAVING, WIDTH PER PLAN CO N C R E T E C U R B P A N RO A D P A V E M E N T NOTE: LAYOUT PROVIDED TO SHOW DESIGN INTENT; CONTRACTOR TO PROVIDE 6' X 6' MOCK UP OF PAVER LAYOUTS 1-3, PER SPECIFICATIONS PRIOR TO CONSTRUCTION PERMEABLE PAVER, "ECOLINE" BY UNILOCK. FINISH, PER SPECIFICATIONS. PAVER LAYOUT 3 COLOR BLEND: 15% BLACK GRANITE 40% ICE GRAY 35% CRYSTAL ROSE 10% SIERRA TOP OF CONCRETE CURB SIDEWALK: CONCRETE PAVING, WIDTH PER PLAN CO N C R E T E C U R B P A N RO A D P A V E M E N T NOTE: LAYOUT PROVIDED TO SHOW DESIGN INTENT; CONTRACTOR TO PROVIDE 6' X 6' MOCK UP OF PAVER LAYOUTS 1-3, PER SPECIFICATIONS PRIOR TO CONSTRUCTION PLAN AREA 1 PE A C H S T R E E T NORTH 7TH AVENUE DU R S T O N S T R E E T SH O R T S T R E E T PAVER LAYOUT ZONE 1 PAVER LAYOUT ZONE 2 PAVER LAYOUT ZONE 3 PAVER LAYOUT ZONE 2 PAVER LAYOUT ZONE 1 SCALE IN 020 20 4010 FEET PAVER ZONE 1 - COLOR LAYOUT 1/2" = 1'-0" 1 L1.2 DETAIL PAVER ZONE 2 - COLOR LAYOUT 1/2" = 1'-0" 2 L1.2 DETAIL PAVER ZONE 3 - COLOR LAYOUT 1/2" = 1'-0" 3 L1.2 DETAIL PERMEABLE UNIT PAVERS - ON STRUCTURAL SOIL CELLS 2 L1.3 PLAN LEGEND PAVER COLOR LEGEND ICE GRAY BLACK GRANITE CRYSTAL ROSE UNILOCK - ECOLINE PERMEABLE PAVERS SIERRA LANDSCAPE ARCHITECTURE URBAN DESIGN + LAND PLANNING ECOLOGICAL PLANNING 27 E Main Street Suite D Bozeman, MT 59715 |406.219.2012 PERMEABLE UNIT PAVERS - ON GRADE. SEE CIVIL DRAWINGS COPYRIGHT ©MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY X:\PROJECTS\NORTH 7TH AVENUE\07 - CD\CD CADD\SHEETS\100% SUBMITTAL 2017.08.24\DHM-PLAN-SHEETS.DWG PLOTTED BY:CHRIS KEIL ON Aug/24/2017 2017 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 engineers surveyors planners scientists Morrison Maierle N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2017 BOZEMAN MONTANA PAVER LAYOUT PLAN 0417.063 X L1.2 HAO CK/HAO CK 08/24/2017  08/2017 2 L1.3 1 L1.5 4 L1.5 1 L1.5 2 L1.5 1 2 L1.5 1 L1.4 2 L1.3 4" 1- 1 / 2 " 6- 1 / 2 " 12 " BOULEVARD PLANTING AND PAVING 1/2" = 1'-0" 1 L1.3 SECTION AND PLAN VIEWS PERMEABLE UNIT PAVERS AT CONCRETE EDGE 1" = 1'-0" 3 L1.3 SECTION PERMEABLE UNIT PAVERS - ON STRUCTURAL SOIL CELLS 1" = 1'-0" 2 L1.3 DETAIL LANDSCAPE ARCHITECTURE URBAN DESIGN + LAND PLANNING ECOLOGICAL PLANNING 27 E Main Street Suite D Bozeman, MT 59715 |406.219.2012 COPYRIGHT ©MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY X:\PROJECTS\NORTH 7TH AVENUE\07 - CD\CD CADD\SHEETS\100% SUBMITTAL 2017.08.24\DHM-DETAIL-SHEETS.DWG PLOTTED BY:CHRIS KEIL ON Aug/24/2017 2017 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 engineers surveyors planners scientists Morrison Maierle N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2017 BOZEMAN MONTANA LANDSCAPE AND HARDSCAPE SECTIONS AND DETAILS 0417.063 X L1.3 HAO CK/HAO CK 08/24/2017  08/2017 STREET TREE PLANTING 1/2" = 1'-0" 1 L1.4 DETAIL LANDSCAPE ARCHITECTURE URBAN DESIGN + LAND PLANNING ECOLOGICAL PLANNING 27 E Main Street Suite D Bozeman, MT 59715 |406.219.2012 COPYRIGHT ©MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY X:\PROJECTS\NORTH 7TH AVENUE\07 - CD\CD CADD\SHEETS\100% SUBMITTAL 2017.08.24\DHM-DETAIL-SHEETS.DWG PLOTTED BY:CHRIS KEIL ON Aug/24/2017 2017 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 engineers surveyors planners scientists Morrison Maierle N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2017 BOZEMAN MONTANA LANDSCAPE AND HARDSCAPE SECTIONS AND DETAILS 0417.063 X L1.4 HAO CK/HAO CK 08/24/2017  08/2017 3 L1.5 1 L1.5 TREE GRATE NOT TO SCALE 1 L1.5 DETAIL NOTE: NEENAH FOUNDRY TREE GRATE - PARKWAY COLLECTION MODEL R-8726, TYPE N CAST IRON, UNFINISHED *CONTRACTOR TO KEEP TREE GRATE AND FRAME IN SETS - DO NOT SEPARATE TREE GUARD NOT TO SCALE 2 L1.9 DETAIL NOTE: NEENAH FOUNDRY - TREE GUARD MODEL NF43016, TYPE D STEEL - BLACK POWDERCOAT TREE GRATE FRAME NOT TO SCALE 3 L1.5 DETAIL NOTE: NEENAH FOUNDRY - TREE GRATE FRAME MODEL #R-8726 (FOR TREE GRATE), TYPE U CAST IRON, UNFINISHED *CONTRACTOR TO KEEP TREE GRATE AND FRAME IN SETS - DO NOT SEPARATE TREE GUARD NOT TO SCALE 2 L1.5 DETAIL LANDSCAPE ARCHITECTURE URBAN DESIGN + LAND PLANNING ECOLOGICAL PLANNING 27 E Main Street Suite D Bozeman, MT 59715 |406.219.2012 TREE GRATE FRAME INSTALLATION 1/2" = 1'-0" 4 L1.5 DETAIL COPYRIGHT ©MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY X:\PROJECTS\NORTH 7TH AVENUE\07 - CD\CD CADD\SHEETS\100% SUBMITTAL 2017.08.24\DHM-DETAIL-SHEETS.DWG PLOTTED BY:CHRIS KEIL ON Aug/24/2017 2017 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 engineers surveyors planners scientists Morrison Maierle N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2017 BOZEMAN MONTANA LANDSCAPE AND HARDSCAPE SECTIONS AND DETAILS 0417.063 X L1.5 HAO CK/HAO CK 08/24/2017  08/2017 BR-3 (CUSTOM) - RIGHT BR-3 (CUSTOM) - TOP BR-3 (CUSTOM) - FRONT BR-3 (CUSTOM) - ISOMETRIC CHARCOAL DURABRITE EXPOSED AGGREGATE FINISH BIKE BLACK STEEL LOOP SITE FURNISHING - PLANTER NOT TO SCALE 1 L1.6 DETAIL SITE FURNISHING - BENCH NOT TO SCALE 2 L1.6 DETAIL SITE FURNISHINGS - BIKE RACK NOT TO SCALE 3 L1.6 DETAIL NOTE: LANDSCAPE FORMS - 'SORELLA' PLANTER FINISH: METALLIC TITANIUM PAINT SITE FURNISHINGS - TRASH RECEPTACLE NOT TO SCALE 4 L1.6 DETAIL NOTE: PETERSEN MANUFACTURING CO. - BR-3 CUSTOM FREESTANDING PRECAST BIKE RACK FINISH: AS SHOWN NOTE: DUMOR - TRASH RECEPTACLE MODEL #158 FINISH: TEXTURED CHARCOAL PAINT NOTE: DUMOR - BENCH MODEL #473 FINISH: TEXTURED CHARCOAL PAINT LANDSCAPE ARCHITECTURE URBAN DESIGN + LAND PLANNING ECOLOGICAL PLANNING 27 E Main Street Suite D Bozeman, MT 59715 |406.219.2012 COPYRIGHT ©MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY X:\PROJECTS\NORTH 7TH AVENUE\07 - CD\CD CADD\SHEETS\100% SUBMITTAL 2017.08.24\DHM-DETAIL-SHEETS.DWG PLOTTED BY:CHRIS KEIL ON Aug/24/2017 2017 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 engineers surveyors planners scientists Morrison Maierle N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2017 BOZEMAN MONTANA LANDSCAPE AND HARDSCAPE SECTIONS AND DETAILS 0417.063 X L1.6 HAO CK/HAO CK 08/24/2017  08/2017 GGG G G G G G G (1)4''(2)2''(1)2''B1B1B1B1B1B1B1B1B1B1B1B1 (1)2''(1)2''(1)2''(1)2''(1)2''(1)2''(1)2''PLAN AREA 1 SHEET IR1.1PEACH STREETDURSTON STREET SHORT STREET V I L L A R D S T R E E T V I L L A R D S T R E E T B E A L L S T R E E T L A M M E S T R E E T L A M M E S T R E E T M E N D E N H A L L S T R E E T M E N D E N H A L L S T R E E T M A I N S T R E E T NO R T H 7 T H A V E N U E NORTH 7TH AVENUE CO P Y R I G H T © MO R R I S O N - M A I E R L E , I N C . , SHEET NUMBERPROJECT NUMBER DRAWING NUMBER VE R I F Y S C A L E ! TH E S E P R I N T S M A Y B E RE D U C E D . L I N E B E L O W ME A S U R E S O N E I N C H O N OR I G I N A L D R A W I N G . M O D I F Y S C A L E A C C O R D I N G L Y ! DA T E DE S C R I P T I O N NO . BY T: \ 5 9 0 0 - 5 9 9 9 J O B S \ 5 9 9 1 - 7 T H A V E - B O Z E M A N \ C D - I R R - 1 B L O C K - 3 . D W G P LO T T E D B Y : K E N D I P A O L O O N J u n / 1 2 / 2 0 1 7 20 1 7 RE V I S I O N S DR A W N B Y : DS G N . B Y : AP P R . B Y : DA T E : Q. C . R E V I E W DA T E : BY : 28 8 0 T e c h n o l o g y B l v d W e s t Bo z e m a n , M T 5 9 7 1 8 Ph o n e : 4 0 6 . 5 8 7 . 0 7 2 1 Fa x : 4 0 6 . 9 2 2 . 6 7 0 2 e ng i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s Mo r r i s o n Ma i e r l e N. 7TH AVENUE STREETSCAPE IMPROVEMENTS- 2017 BO Z E M A N MONTANA IRRIGATION PLAN OVERVIEW0417.063 X IR1.0 KJ D KJ D JS B 0 / /2 0 1 7 REGULATORY REVIEW SET 0 /2017SCALE IN0100 100 200 50 FEET LA N D S C A P E A R C H I T E C T U R E UR B A N D E S I G N + L A N D P L A N N I N G EC O L O G I C A L P L A N N I N G 27 E M a i n S t r e e t S u i t e D Bo z e m a n , M T 5 9 7 1 5 | 4 0 6 . 2 1 9 . 2 0 1 2 Ir r i g a t i o n S c h e d u l e SY M B O L MA N U F A C T U R E R MODEL NO.DESCRIPTION DETAIL NO. RA I N B I R D RWS-M-B-1402 ROOT WATERING SYSTEM -BUBBLER 11 RA I N B I R D PEB-PRS ELECTRIC CONTROL VALVE 10 #100 NSF POLY LATERAL -1" MIN. 8 CLASS 160 PVC SLEEVING 9 GP M CONTROL VALVE SIZECONTROLLER & STATION NO. 1. DR A W I N G S A N D B A S E I N F O R M A T I O N - A L L B A S E A N D P L A N T I N G I N F O R M A T I O N H A V E B E E N P R O V I D E D B Y D H M D E S I G N . TH E C O N T R A C T O R I S R E S P O N S I B L E T O N O T I F Y H Y D R O S Y S T E M S * K D I O F A N Y D I S C R E P A N C I E S B E T W E E N T H E U T I L I T Y O R PL A N T I N G P L A N S A N D T H E I R R I G A T I O N P L A N . I F C O N T R A C T O R F A I L S T O N O T I F Y H Y D R O S Y S T E M S * K D I A N D M A K E S CH A N G E S T O T H E I R R I G A T I O N S Y S T E M D E S I G N , H E A S S U M E S A L L C O S T S A N D L I A B I L I T I E S A S S O C I A T E D W I T H T H O S E F I E L D CH A N G E S . R E F E R T O S P E C I F I C A T I O N S F O R A D D I T I O N A L P R O J E C T R E Q U I R E M E N T S . 2. SY S T E M P R E S S U R E - H Y D R O S Y S T E M S * K D I H A S C O N T A C T E D T H E L O C A L W A T E R D I S T R I C T T H A T S E R V E S T H I S S I T E A N D TH E Y H A V E B E E N T O L D T H A T T H E S T A T I C W A T E R P R E S S U R E I N T H I S A R E A S H O U L D B E 70 P S I M I N . T H E C O N T R A C T O R I S RE S P O N S I B L E T O F I E L D V E R I F Y P R E S S U R E P R I O R T O C O M M E N C I N G A N Y C O N S T R U C T I O N A N D N O T I F Y HY D R O S Y S T E M S * K D I O F A N Y V A R I A N C E F R O M T H E S T A T E D P R E S S U R E . I F C O N T R A C T O R F A I L S T O F I E L D V E R I F Y PR E S S U R E A N D / O R N O T I F Y H Y D R O S Y S T E M S * K D I O R A N Y V A R I A T I O N S F R O M T H I S P R E S S U R E , T H E N H E A S S U M E S A L L CO N S T R U C T I O N A N D E N G I N E E R I N G C O S T S A S S O C I A T E D W I T H S Y S T E M M O D I F I C A T I O N S R E Q U I R E D T O A C C O M M O D A T E AC T U A L S I T E P R E S S U R E . T H E I R R I G A T I O N S Y S T E M H A S B E E N D E S I G N E D F O R A R E Q U I R E D S T A T I C P R E S S U R E O F 70 P S I MI N I M U M . 3. I R R I G A T I O N S Y S T E M O P E R A T I O N I N T E N T - T H I S I R R I G A T I O N S Y S T E M H A S B E E N D E S I G N E D T O I R R I G A T E T H E E S T A B L I S H E D LA N D S C A P E W I T H I N A SI X N I G H T P E R W E E K , EI G H T H O U R P E R N I G H T W A T E R I N G W I N D O W . E S T A B L I S H M E N T W A T E R I N G W I L L RE Q U I R E U P T O T W I C E A S M U C H I R R I G A T I O N F O R A F O U R T O S I X W E E K P E R I O D . T H E D E S I G N I S B A S E D O N T H E FO L L O W I N G P R O J E C T E D W E E K L Y A P P L I C A T I O N R A T E S A F T E R E S T A B L I S H M E N T . T H E S E F I G U R E S A R E B A S E D O N A 30 - Y E A R A V E R A G E W E A T H E R D A T A A N D W I L L N E E D T O B E A D J U S T E D D U E T O S E A S O N A L C H A N G E S A N D W E A T H E R CO N D I T I O N S A B O V E A N D B E L O W T H E A V E R A G E V A L U E S U T I L I Z E D . OR N A M E N T A L P L A N T I N G S 1 . 0 0 " P E R W E E K P E A K S E A S O N 4. E Q U I P M E N T I N S T A L L A T I O N - I T I S T H E I N T E N T O F T H I S D E S I G N T H A T A L L I R R I G A T I O N E Q U I P M E N T B E I N S T A L L E D W I T H I N PR O P E R T Y L I M I T S A N D W I T H I N L A N D S C A P E D A R E A S . A N Y E Q U I P M E N T S H O W N O U T S I D E O F T H E S E L I M I T S I S S H O W N I N TH A T L O C A T I O N F O R G R A P H I C A L C L A R I T Y O N L Y . A L L V A L V E B O X E S S H A L L B E I N S T A L L E D A M I N I M U M O F 2 ' - 0 " F R O M ED G E O F A N Y P A V E D S U R F A C E S . A L L V A L V E B O X E S S H A L L B E P L A C E D A M I N I M U M O F 3 ' - 0 " F R O M T H E C E N T E R L I N E O F AN Y D R A I N A G E S W A L E . 5. S L E E V I N G - A L L S L E E V I N G U N D E R P A V E D S U R F A C E S S H O W N O N P L A N S I S B Y C O N T R A C T O R U N L E S S O T H E R W I S E N O T E D . SL E E V I N G S H A L L B E I N S T A L L E D I N T H E S I Z E S A N D Q U A N T I T I E S S H O W N O N P L A N S O R B A S E D O N T H E S C H E D U L E B E L O W . WH E R E S L E E V E S A R E S H O W N , B U T N O T L A B E L E D , F O L L O W T H E S C H E D U L E B E L O W . A L L M A I N L I N E , C O N T R O L W I R E S A N D DR I P L I N E S U N D E R P A V E D S U R F A C E S A R E T O B E I N S T A L L E D I N S L E E V I N G . SL E E V E D P I P E S I Z E / W I R E Q U A N T I T Y RE Q U I R E D S L E E V E S I Z E & ( Q U A N T I T Y ) 3 4 " - 1 1 4 " P I P I N G 2 " P V C ( 1 ) 1 1 2 " - 2 " P I P I N G 3 " P V C ( 1 ) 2- W I R E C A B L E 2 " P V C ( 1 ) 6. M A N U A L D R A I N V A L V E S - C O N T R A C T O R T O I N S T A L L O N E M A N U A L D R A I N V A L V E O N P R E S S U R E S U P P L Y L I N E D I R E C T L Y DO W N S T R E A M O F B A C K F L O W P R E V E N T E R A N D A T A L L L O W P O I N T S A N D D E A D E N D S O F P R E S S U R E S U P P L Y P I P I N G T O EN S U R E C O M P L E T E D R A I N A G E O F S Y S T E M . C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R D E T E R M I N I N G T H E S E L O C A T I O N S IN - F I E L D A N D I N S T A L L A T I O N L O C A T I O N S S H A L L B E N O T E D O N A S - B U I L T S . 7. U N L A B E L E D P I P I N G - A L L U N L A B E L E D L A T E R A L P I P I N G S H A L L B E 1 " M I N I M U M U N L E S S O T H E R W I S E N O T E D . IR R I G A T I O N C O N S T R U C T I O N N O T E S 86 0 T a b o r S t r e e t , S u i t e 2 0 0 La k e w o o d , C o l o r a d o 8 0 4 0 1 30 3 - 9 8 0 - 5 3 2 7 30 3 - 9 8 0 - 5 3 8 4 ( f a x ) Hy d r o S y s t e m s - K D I , I n c . Ir r i g a t i o n C o n s u l t i n g REFER TO SHEET IR1.0 IRRIGATION PLAN OVEVIEW IRRIGATION NOTES & SCHEDULE IR1.1 IRRIGATION PLANS IR1.2 IRRIGATION DETAILS B1 // / /// /// /// /// // / /// /// /// /// // / /// /// /// /// // / /// // / /// /// ///////// /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// /// // / /// ///////////////////// G G G G G G GGG (1 ) 4 ' ' ( 2 ) 2 ' ' (1 ) 2 ' ' B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 (1 ) 2 ' ' (1 ) 2 ' ' (1 ) 2 ' ' (1 ) 2 ' ' (1 ) 2 ' ' (1 ) 2 ' ' (1 ) 2 ' ' L I M I T O F P R O J E C T PL A N A R E A 1 PEACH STREET NO R T H 7 T H A V E N U E DURSTON STREET S H O R T S T R E E T SCALE IN020 20 40 10 FEET LA N D S C A P E A R C H I T E C T U R E UR B A N D E S I G N + L A N D P L A N N I N G EC O L O G I C A L P L A N N I N G 27 E M a i n S t r e e t S u i t e D Bo z e m a n , M T 5 9 7 1 5 | 4 0 6 . 2 1 9 . 2 0 1 2 86 0 T a b o r S t r e e t , S u i t e 2 0 0 La k e w o o d , C o l o r a d o 8 0 4 0 1 30 3 - 9 8 0 - 5 3 2 7 30 3 - 9 8 0 - 5 3 8 4 ( f a x ) Hy d r o S y s t e m s - K D I , I n c . Ir r i g a t i o n C o n s u l t i n g REFER TO SHEET IR1.0 IRRIGATION PLAN OVEVIEW IRRIGATION NOTES & SCHEDULE IR1.1 IRRIGATION PLANS IR1.2 IRRIGATION DETAILS CO N T R A C T O R T O L O C A T E E X I S T I N G P V C M A I N L I N E A N D C O N T R O L W I R E S (F R O M T H E R S V P H O T E L ) A T T H I S A P P R O X I M A T E L O C A T I O N . C O N N E C T A N D IN S T A L L O N E N E W 1 " C O N T R O L V A L V E . A T T A C H T O W I R I N G F R O M CO N T R O L L E R F O R T H E H O T E L S I T E . T H I S C O N N E C T I O N W I L L B E A TE M P O R A R Y S O U R C E O F W A T E R A N D C O N T R O L , U N T I L T H E N O R T H 7 T H AV E N U E P R O J E C T I S I N S T A L L E D . T H I S S Y S T E M W I L L T H E N B E D I S C O N N E C T E D FR O M T H E R S V P H O T E L S Y S T E M A N D C L O C K A N D W I L L B E R E C O N N E C T E D T O TH E N E W I R R I G A T I O N S Y S T E M B E I N G I N S T A L L E D F O R T H E N O R T H 7 T H A V E N U E . NE W S L E E V E S W I L L B E I N S T A L L E D A N D U S E D F O R F U T U R E R S V P H O T E L SY S T E M . CO P Y R I G H T © MO R R I S O N - M A I E R L E , I N C . , SHEET NUMBERPROJECT NUMBER DRAWING NUMBER VE R I F Y S C A L E ! TH E S E P R I N T S M A Y B E RE D U C E D . L I N E B E L O W ME A S U R E S O N E I N C H O N OR I G I N A L D R A W I N G . M O D I F Y S C A L E A C C O R D I N G L Y ! DA T E DE S C R I P T I O N NO . BY T: \ 5 9 0 0 - 5 9 9 9 J O B S \ 5 9 9 1 - 7 T H A V E - B O Z E M A N \ C D - I R R - 1 B L O C K - 3 . D W G P LO T T E D B Y : K E N D I P A O L O O N J u n / 1 2 / 2 0 1 7 20 1 7 RE V I S I O N S DR A W N B Y : DS G N . B Y : AP P R . B Y : DA T E : Q. C . R E V I E W DA T E : BY : 28 8 0 T e c h n o l o g y B l v d W e s t Bo z e m a n , M T 5 9 7 1 8 Ph o n e : 4 0 6 . 5 8 7 . 0 7 2 1 Fa x : 4 0 6 . 9 2 2 . 6 7 0 2 en g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s Mo r r i s o n Ma i e r l e N. 7TH AVENUE STREETSCAPE IMPROVEMENTS- 2017 BO Z E M A N MONTANA IRRIGATION PLAN0417.063 X IR1.1 KJ D KJ D JS B 0 / /2 0 1 7 REGULATORY REVIEW SET 0 /2017 CO N T R A C T O R T O S T U B P V C S L E E V E AN D L A T E R A L L I N E T O T H I S AP P R O X I M A T E L O C A T I O N , F O R F U T U R E . TH I S S Y S T E M W I L L T H E N B E DI S C O N N E C T E D F R O M T H E R S V P HO T E L S Y S T E M A N D C L O C K A N D W I L L BE R E C O N N E C T E D T O T H E N E W IR R I G A T I O N S Y S T E M B E I N G I N S T A L L E D FO R T H E N O R T H 7 T H A V E N U E . REGULATORY REVIEW SET LA N D S C A P E A R C H I T E C T U R E UR B A N D E S I G N + L A N D P L A N N I N G EC O L O G I C A L P L A N N I N G 27 E M a i n S t r e e t S u i t e D Bo z e m a n , M T 5 9 7 1 5 | 4 0 6 . 2 1 9 . 2 0 1 2 86 0 T a b o r S t r e e t , S u i t e 2 0 0 La k e w o o d , C o l o r a d o 8 0 4 0 1 30 3 - 9 8 0 - 5 3 2 7 30 3 - 9 8 0 - 5 3 8 4 ( f a x ) Hy d r o S y s t e m s - K D I , I n c . Ir r i g a t i o n C o n s u l t i n g REFER TO SHEET IR1.0 IRRIGATION PLAN OVEVIEW IRRIGATION NOTES & SCHEDULE IR1.1 IRRIGATION PLANS IR1.2 IRRIGATION DETAILS4NOTE:x ALL PERFORATED PIPE SHALL BE INSTALLED PLUMB.x INSTALL ALL CAPS AND BUBBLERS WITH SOFT ADHESIVE TAPE TO PERFORATED PIPE.RAIN BIRD RWS-M-B-1402 (TYPICAL)SIDE OF VERTICAL TUBE TO CONTACT EDGE OF ROOT BALL. INSTALL TUBES ON OPPOSING SIDES OF ROOT BALL.PVC SUPPLY LATERAL TREERAIN BIRD RWS-M-B-1402 ROOT WATERING KIT (COMPLETE) W/ RAIN BIRD RWS-SOCK. INSTALL AT FULL DEPTH (18") REGARDLESS OF TREE PIT PIT DEPTH - INSPECTION GRATE SHALL BE VISIBLE (TOP OF MULCH)FILL TUBE WITH PEA GRAVEL TO LEVEL OF BUBBLER.SUPPLY LATERAL PIPING BACKFILL MATERIAL ROOTBALL UNDISTURBED SOILFINISH GRADEPLAN SECTION18" NO T E : D I A M E T E R S O F B A L L V A L V E S , P V C F I T T I N G S A N D N I P P L E S S H A L L EQ U A L E L E C T R I C C O N T R O L V A L V E D I A M E T E R . V A L V E B O X E S S H A L L B E IN S T A L L E D P A R A L L E L O R P E R P E N D I C U L A R T O A D J A C E N T S I D E W A L K S A N D HA R D S U R F A C E S W H E R E A P P L I C A B L E . A P P L Y T E F L O N T A P E T O A L L M A L E TH R E A D E D F I T T I N G S A N D T H R E A D E D N I P P L E S . PV C L A T E R A L - 4 5 E L L T O SP E C I F I E D D E P T H SC H . 4 0 P V C R E D U C I N G MA L E A D A P T E R RE C T A N G U L A R V A L V E B O X . B R A N D L I D WI T H C O N T R O L L E R & S T A T I O N # . R E F E R TO T E C H N I C A L S P E C I F I C A T I O N S . C E N T E R BO X O V E R A S S E M B L Y . PR O V I D E 1 2 " C O N T I N U O U S C O I L S O F A L L "M A I N T E N A N C E " S P A R E C O N T R O L / C O M M O N WI R I N G W I T H I N V A L V E B O X PV C B A L L V A L V E - F I P T x F I P T 3 4 " C R U S H E D G R A V E L S U M P - F I L L B O X TO B O T T O M O F V A L V E B O D Y SC H . 8 0 P V C N I P P L E - L E N G T H A S RE Q U I R E D SE R V I C E T E E - S O L V E N T W E L D OR G A S K E T E D F I T T I N G - R E F E R TO S P E C I F I C A T I O N S CO N T R O L W I R E B U N D L E EL E C T R I C C O N T R O L V A L V E 4" FIN I S H G R A D E 3 EL E C T R I C C O N T R O L V A L V E B A RO U G H G R A D E C NO T E : x AL L S L E E V E M A T E R I A L P E R I R R I G A T I O N S C H E D U L E , S I Z E A S N O T E D O N P L A N . x IN S T A L L S L E E V E S I N S I D E - B Y - S I D E C O N F I G U R A T I O N W H E R E M U L T I P L E SL E E V E S A R E T O B E I N S T A L L E D . S P A C E S L E E V E S 4 " T O 6 " A P A R T . D O N O T ST A C K S L E E V E S V E R T I C A L L Y . x CO N T R A C T O R T O C O O R D I N A T E W I T H F L A T W O R K I N S T A L L E R T O B R A N D A "V " I N S I D E W A L K O R C U R B A T B O T H E N D S O F S L E E V E C R O S S I N G . PA V E D S U R F A C E CU R B A N D G U T T E R (I F A P P L I C A B L E ) 2" P V C P I P E S L E E V E M A R K E R - IN S T A L L A T B O T H E N D S O F E A C H SL E E V E L O C A T I O N A N D E X T E N D A T LE A S T 3 ' A B O V E G R A D E . S P R A Y EX P O S E D P O R T I O N O F M A R K E R W I T H GR E E N F L U O R E S C E N T P A I N T . SE A L E N D S O F S L E E V E W I T H CL O T H D U C T T A P E ( T Y P I C A L ) PV C S L E E V I N G ( T Y P I C A L ) 24 " M I N . 12 " M I N . 36 " M I N . FI N I S H GR A D E 18 " RO T O R L A T E R A L P I P I N G BA C K F I L L M A T E R I A L ( T Y P . ) MA I N L I N E CO N T R O L W I R E B U N D L E O R T W O WI R E C O M M U N I C A T I O N C A B L E ( P E R SP E C I F I C A T I O N S ) 14 " 24 " SP R A Y H E A D L A T E R A L PIP I N G O R D R I P L I N E HE A D E R . TR A C E R W I R E - D I R E C T BU R I A L , S O L I D C O P P E R . RE F E R T O S P E C I F I C A T I O N S FO R S I Z E & C O L O R I N G TR A C E R W I R E - D I R E C T BU R I A L , S O L I D C O P P E R . RE F E R T O S P E C I F I C A T I O N S FO R S I Z E & C O L O R I N G NO T E : R E F E R T O T E C H N I C A L SP E C I F I C A T I O N S F O R M I N I M U M TR E N C H W I D T H S . 1 TR E N C H WI T H T R A C E R W I R E 2 SL E E V I N G BUBBLER CO P Y R I G H T © MO R R I S O N - M A I E R L E , I N C . , SHEET NUMBERPROJECT NUMBER DRAWING NUMBER VE R I F Y S C A L E ! TH E S E P R I N T S M A Y B E RE D U C E D . L I N E B E L O W ME A S U R E S O N E I N C H O N OR I G I N A L D R A W I N G . M O D I F Y S C A L E A C C O R D I N G L Y ! DA T E DE S C R I P T I O N NO . BY T: \ 5 9 0 0 - 5 9 9 9 J O B S \ 5 9 9 1 - 7 T H A V E - B O Z E M A N \ C D - I R R - 1 B L O C K - 3 . D W G P LO T T E D B Y : K E N D I P A O L O O N J u n / 1 2 / 2 0 1 7 20 1 7 RE V I S I O N S DR A W N B Y : DS G N . B Y : AP P R . B Y : DA T E : Q. C . R E V I E W DA T E : BY : 28 8 0 T e c h n o l o g y B l v d W e s t Bo z e m a n , M T 5 9 7 1 8 Ph o n e : 4 0 6 . 5 8 7 . 0 7 2 1 Fa x : 4 0 6 . 9 2 2 . 6 7 0 2 en g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s Mo r r i s o n Ma i e r l e N. 7TH AVENUE STREETSCAPE IMPROVEMENTS- 2017 BO Z E M A N MONTANA IRRIGATION DETAILS0417.063 X IR1.2 KJ D KJ D JS B 0 / /2 0 1 7 REGULATORY REVIEW SET 0 /2017REGULATORY REVIEW SET