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HomeMy WebLinkAboutN 7th Streetscape Improvements 2020N:\ 0 4 1 7 \ 0 6 3 \ A C A D \ S H E E T S - 2 0 1 9 M E N D E N H A L L T O D U R S T O N \ R E C O R D D R A W I N G S \ C O V E R . D W G P L O T T E D B Y : RO S I E N I C K E L S O N O N Ja n / 0 5 / 2 0 2 2 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 2 0 CI T Y O F B O Z E M A N , M O N T A N A NO V E M B E R , 2 0 2 1 PR E P A R E D B Y : LO C A T I O N M A P NO S C A L E SET NO.MMI PROJECT NO. 0417.063 KE V I N D . J A C O B S E N Pr o j e c t M a n a g e r © T h i s d o c u m e n t w a s p r e p a r e d b y M o r r i s o n -M a i e r l e , I n c . a n d m a y c o n t a i n c o n f i d e n t i a l o r p r i v i l e g e d i n f o r m a t i o n . M o r r i s o n -M a i e r l e , I n c . r e t a i n s a l l c o m m o n l a w , s t a t u t o r y , a n d r e s e r v e d r i g h t s i n c l u d i n g t h e c o p y r i g h t t h e r e t o . U n a u t h o r i z e d u s e o f t h i s d o c u m e n t i s s t r i c t l y p r o h i b i t e d a n d m a y b e u n l a w f u l . 28 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 Ph 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 QUALITY ASSURANCE PROJECT MANAGER OFFICE QUALITY ASSURANCE COORDINATOR PEER REVIEWERQ.A. APPROVAL DATE Q.A. PROJECT NUMBERengineers 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 sMorrisonMaierle 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 PR O J E C T L O C A T I O N DIL L O N DE E R LO D G E PO L S O N AN A C O N D A HA M I L T O N MI L E S C I T Y GL E N D I V E GL A S G O W HA V R E BI L L I N G S HE L E N A BU T T E GR E A T F A L L S BO Z E M A N LIV I N G S T O N LE W I S T O W N KA L I S P E L L MIS S O U L A LIB B Y CO N R A D VICINITY MAP SCALE: 1"=5000'PROJECT LOCATIONBOZEMANN 7TH AVE W PEACH STN 19TH AVEI-90 W OAK ST DURSTON RD W VILLARD ST KEVIN JACOBSEN JIM ULLMAN JAMES NICKELSONAUGUST, 2019 0417.063-088.000314 SH E E T I N D E X SH E E T TI T L E CO V E R CO V E R S H E E T G0 . 1 GE N E R A L N O T E S , L E G E N D & A B B R E V I A T I O N S G0 . 2 SU R V E Y C O N T R O L S H E E T C0 . 1 CI V I L D E M O P L A N - S T A 4 + 2 5 T O 1 0 + 2 5 C0 . 2 CI V I L D E M O P L A N - S T A 1 0 + 2 5 T O 1 6 + 5 0 C0 . 3 CI V I L D E M O P L A N - S T A 1 6 + 5 0 T O 2 2 + 5 0 C1 . 1 CI V I L G R A D I N G / D R A I N A G E - S T A 4 + 2 5 T O 7 + 2 5 C1 . 2 CI V I L G R A D I N G / D R A I N A G E - S T A 7 + 2 5 T O 1 0 + 0 0 C1 . 3 CI V I L G R A D I N G / D R A I N A G E - S T A 1 0 + 0 0 T O 1 2 + 5 0 C1 . 4 CI V I L G R A D I N G / D R A I N A G E - S T A 1 2 + 5 0 T O 1 5 + 5 0 C1 . 5 CI V I L G R A D I N G / D R A I N A G E - S T A 1 5 + 5 0 T O 1 8 + 5 0 C1 . 6 CI V I L G R A D I N G / D R A I N A G E - S T A 1 8 + 5 0 T O 2 1 + 0 0 C1 . 7 CI V I L G R A D I N G / D R A I N A G E - S T A 2 1 + 0 0 T O 2 3 + 5 0 C2 . 1 LA M M E I N T E R S E C T I O N D E T A I L S C2 . 2 BE A L L I N T E R S E C T I O N D E T A I L S C2 . 3 VI L L A R D I N T E R S E C T I O N D E T A I L S C2 . 4 SH O R T I N T E R S E C T I O N D E T A I L S C2 . 5 BU S S H E L T E R A R E A D E T A I L - S T A 1 1 + 0 0 T O 1 2 + 0 0 C2 . 6 SH O R T S T C U R B C3 . 1 VI L L A R D I N T E R S E C T I O N S I G N I N G A N D S T R I P I N G D1 . 1 TY P I C A L S E C T I O N D E T A I L S D2 . 1 WA T E R S E R V I C E D E T A I L S D2 . 2 WA T E R S E R V I C E D E T A I L S E0 . 1 EL E C T R I C A L N O T E S E0 . 2 EL E C T R I C A L D E T A I L S E0 . 3 EL E C T R I C A L D E T A I L S E0 . 4 EL E C T R I C A L D E T A I L S E0 . 5 EL E C T R I C A L D E M O L I T I O N P L A N E1 . 1 EL E C T R I C A L P L A N - S T A 4 + 2 5 T O 1 0 + 5 0 E1 . 2 EL E C T R I C A L P L A N - S T A 1 0 + 5 0 T O 1 4 + 0 0 E1 . 3 EL E C T R I C A L P L A N - S T A 1 4 + 0 0 T O 2 3 + 0 0 E2 . 1 ME N D E N H A L L F I B E R D E T A I L S PH 0 . 1 N. 7 T H P H O T O M E T R I C C A L C U L A T I O N S PH 0 . 2 N. 7 T H P H O T O M E T R I C C A L C U L A T I O N S SH E E T TI T L E L1 . 0 SI T E O V E R V I E W L1 . 1 SI T E M A T E R I A L S A N D L A N D S C A P E P L A N L1 . 2 SI T E M A T E R I A L S A N D L A N D S C A P E P L A N L1 . 3 SI T E M A T E R I A L S A N D L A N D S C A P E P L A N L1 . 4 SI T E M A T E R I A L S A N D L A N D S C A P E P L A N L1 . 5 PA V E R L A Y O U T P L A N L1 . 6 PA V E R L A Y O U T P L A N L1 . 7 SO I L C E L L L A Y O U T P L A N L1 . 8 SO I L C E L L L A Y O U T P L A N L2 . 0 LA N D S C A P E A N D H A R D S C A P E D E T A I L S L2 . 1 LA N D S C A P E A N D H A R D S C A P E D E T A I L S L2 . 2 LA N D S C A P E A N D H A R D S C A P E D E T A I L S L3 . 0 PA R C E L S L A N D S C A P E P L A N L3 . 1 PA R C E L S D E T A I L S 11 . 0 IR R I G A T I O N O V E R A L L P L A N I1 . 1 IR R I G A T I O N N O T E S A N D S C H E D U L E I1 . 2 IR R I G A T I O N P L A N S I1 . 3 IR R I G A T I O N P L A N S I1 . 4 IR R I G A T I O N P L A N S I1 . 5 IR R I G A T I O N P L A N S I1 . 6 IR R I G A T I O N D E T A I L S I1 . 7 IR R I G A T I O N D E T A I L S I1 . 8 IR R I G A T I O N D E T A I L S MAIN STW MENDENHALL ST RE C O R D D R A W I N G 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. NOT USED4.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.5.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.6.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.7.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.8.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.9.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.10.THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE INCONVENIENCE TOTHE ADJACENT BUSINESSES AND/OR RESIDENCES.11.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.12.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.13.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.14.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.15.NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS OR ANY DRIVEWAY ISALLOWED UNLESS PREVIOUSLY APPROVED THROUGH THE CITY OF BOZEMAN.16.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.17.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY THE ENGINEER.18.NO FORMED CONCRETE SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER AND/OR HISAUTHORIZED REPRESENTATIVE.19.THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALSENCOUNTERED ON THE PROJECT.20.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 MDEQOR THE LOCAL GOVERNING AGENCY.21.CONTRACTOR SHALL REPLACE ALL DISTURBED CURB/PAVEMENT MARKINGS AS NECESSARY WITH LIKE MATERIALS.NEW CURB (EXCLUDING APPROACH LAYDOWNS) ALONG 7TH AVE WILL BE PAINTED WITH YELLOW EPOXY PER MDTSPECIFICATIONS.22.ALL HYDRANTS, CURB BOXES, IRRIGATION BOXES, MAILBOXES, ETC. ADJACENT TO CONSTRUCTION SHALL BEADJUSTED TO FINISHED GRADE FOLLOWING COMPLETION OF FINAL GRADING.23.CONTRACTOR TO WORK WITHIN AVAILABLE RIGHT OF WAY AND EASEMENTS. CONTRACTOR TO OBTAIN PERMISSIONTO USE PRIVATE PROPERTY FOR STAGING, ETC. 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 2 0 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-2019 MENDENHALL TO DURSTON\RECORD DRAWINGS\G0.1.DWG PLOTTED BY:ROSIE NICKELSON ON Dec/28/2021 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 2 1 ENGINEER: P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 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 8 / 2 0 1 9 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 K E V I N J A C O B S E N 1 3 8 9 7 1 1 / 2 0 2 1 R E C O R D D R A W I N G //////////////////////////////////////////////////////////// // / // / // / /// /// /// /// /// /// /// /// /// / / / // / /// // / // / // / // / /// // / /// /// /// / / / // / // / // / / / / / / / // / // / // / / / / / / / /// /// /// /// /// /// /// /// / / / / / / / / / / / / // / // / /// /// /// /// /// /// /// /// /// /// /// /// // / // / /// ////// /// /// /// /// /// /// /// /// 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.ITKF NORTHINGITKF EASTINGELEVATION (GPS)DESCRI P T I O N 599921573611.13914763.58YPC530050.1287599931573439.8515YPC-GAS T O N 529524.58041573538.33984785.13BC-3I N 528059.40141573543.5320AC-WES T E R N 528029.7340 5999559996 4769.974786.52 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 2 0 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-2019 MENDENHALL TO DURSTON\RECORD DRAWINGS\G0.2.DWG PLOTTED BY:ROSIE NICKELSON ON Dec/28/2021 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 2 1 ENGINEER: P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 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 8 / 2 0 1 9 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 K E V I N J A C O B S E N 1 3 8 9 7 1 1 / 2 0 2 1 R E C O R D D R A W I N G /// / / / // / // / // / // / // / // / // / // / / / / // / // / // / // / / / / // / // / // / // / /// /// /// / / / // / /// // / /// /// /// /// / / / /// /// // / / / / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / /// // / // / / / / /// /// ///////////////////////////////////////////////////////////////////// /// ///////////////////////////////////////////////////////////////////// // / /////////G / / / / / / /// / / / / / / / / / // / / / / /// / / / /// / / / // / / / / / / / /// CIVIL DEMO PLAN STA 4+25 TO 10+25N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020 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 - 2 0 1 9 M E N D E N H A L L T O D U R S T O N \ R E C O R D D R A W I N G S \ C 0 S E R I E S _ F R O M 1 . D W G P L O T T E D B Y : RO S I E N I C K E L S O N O N De c / 2 8 / 2 0 2 1 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 2 1 EN G I N E E R : P. E . N O . : DA T E : RE C O R D D R A W I N G N O T E TH I S R E C O R D D R A W I N G H A S B E E N PR E P A R E D , I N P A R T , B Y IN F O R M A T I O N P R O V I D E D B Y OT H E R S . T H E E N G I N E E R H A S N O T VE R I F I E D T H E A C C U R A C Y A N D / O R CO M P L E T E N E S S O F T H I S IN F O R M A T I O N I N A L L I N S T A N C E S AN D S H A L L N O T B E R E S P O N S I B L E FO R A N Y E R R O R S O R O M I S S I O N S TH A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N PR O V I D E D B Y O T H E R S . 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 C0.1 BO Z E M A N MONTANA CK KD J KD J 8/2 0 1 9 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 W E S T M E N D E N H A L L S T W L A M M E S T NO R T H 7 T H A V E N U E M A I N M E N D E N H A L L L A M M E B E A L L V I L L A R D S H O R T DURSTONMATCHLINESHEET C0.2W BEALL ST KE V I N J A C O B S E N 13 8 9 7 11 / 2 0 2 1 RECORD DRAWING 12 S D 12 S D /// /// // / // / // / / / / / / / // / // / / / / / / / // / // / / / / // / // / / / / / / / // / / / / / / / /// /// /// /// /// /// /// /// / / / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// / / / // / // / // / // / / / / / / / / / / /// /// /// /// // / /// //////////////////////////////////////////////////////////////////////// // / // / / / / /////////////////////////////////GGGGGGGGG G G G G G G G G G G G G G G G G / / / / / / /// / / / / / / / / / // / ////// /// /// /// ////// ////// /// // / // / / / / / / / // / /// /// ////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// / / / // / // / // / / / / / / / // / // / // / / / / / / / // / // / / / / / / / // / //////////////////////////////////////////////////////////////////////////////////// /// //// / / // / / / / /// CIVIL DEMO PLAN STA 10+25 TO 16+50N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020 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 - 2 0 1 9 M E N D E N H A L L T O D U R S T O N \ R E C O R D D R A W I N G S \ C 0 S E R I E S _ F R O M 1 . D W G P L O T T E D B Y : RO S I E N I C K E L S O N O N De c / 2 8 / 2 0 2 1 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 2 1 EN G I N E E R : P. E . N O . : DA T E : RE C O R D D R A W I N G N O T E TH I S R E C O R D D R A W I N G H A S B E E N PR E P A R E D , I N P A R T , B Y IN F O R M A T I O N P R O V I D E D B Y OT H E R S . T H E E N G I N E E R H A S N O T VE R I F I E D T H E A C C U R A C Y A N D / O R CO M P L E T E N E S S O F T H I S IN F O R M A T I O N I N A L L I N S T A N C E S AN D S H A L L N O T B E R E S P O N S I B L E FO R A N Y E R R O R S O R O M I S S I O N S TH A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N PR O V I D E D B Y O T H E R S . 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 C0.2 BO Z E M A N MONTANA CK KD J KD J 8/2 0 1 9 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 M A I N M E N D E N H A L L L A M M E B E A L L V I L L A R D S H O R T DURSTON W E S T V I L L A R D S T SE E S H E E T C 3 . 1 M A T C H L I N E S H E E T C 0 . 1 MATCHLINE SHEET C0.3 SE E S H E E T C 3 . 1 RE C O R D D R A W I N G KE V I N J A C O B S E N 13 8 9 7 11 / 2 0 2 1 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ////////////////////////////////////////// /// // / // / / / / / / / / / / ///////////////////////////////////////////// / / / // / // / // / / / / / / / // / // / // / / / / / / / // / // / // / / / / / / / / / / // / // / / / / / / / // / // / // / // / / / / / / / // / // / // / / / / / / / ////////////////////////////////////////// // / // / // / //////////// G G G G G G G G G G G G G G G G G G // / // / /// ////// /// /////////////// / / / / / / // / // / // / / / / / / / // / // / // / / / / / / / // / // / // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///////////////////////////////////////// / / / / / / / // / /// /// /// /////////////////////////////////////// / / / CIVIL DEMO PLAN STA 16+50 TO 22+50N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020 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 - 2 0 1 9 M E N D E N H A L L T O D U R S T O N \ R E C O R D D R A W I N G S \ C 0 S E R I E S _ F R O M 1 . D W G P L O T T E D B Y : RO S I E N I C K E L S O N O N De c / 2 8 / 2 0 2 1 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 2 1 EN G I N E E R : P. E . N O . : DA T E : RE C O R D D R A W I N G N O T E TH I S R E C O R D D R A W I N G H A S B E E N PR E P A R E D , I N P A R T , B Y IN F O R M A T I O N P R O V I D E D B Y OT H E R S . T H E E N G I N E E R H A S N O T VE R I F I E D T H E A C C U R A C Y A N D / O R CO M P L E T E N E S S O F T H I S IN F O R M A T I O N I N A L L I N S T A N C E S AN D S H A L L N O T B E R E S P O N S I B L E FO R A N Y E R R O R S O R O M I S S I O N S TH A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N PR O V I D E D B Y O T H E R S . 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 C0.3 BO Z E M A N MONTANA CK KD J KD J 8/2 0 1 9 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 M A I N M E N D E N H A L L L A M M E B E A L L V I L L A R D S H O R T DURSTON M A T C H L I N E S H E E T C 0 . 2 S H O R T S T SEE SHEET C1.7 AP P R O X I M A T E L O C A T I O N O F E X I S T I N G S T O R M D R A I N . PR I O R T O 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 EX P O S E P I P E T O V E R Y L O C A T I O N A N D D E P T H AN D N O T I F Y E N G I N E E R O F P O T E N T I A L C O N F L I C T S . KE V I N J A C O B S E N 13 8 9 7 11 / 2 0 2 1 RECORD DRAWING ///////////////////////////////////////// / // / / / / / / / // / // / // / / / / / / / // / // / // / / / / / / / / / / // / // / / / / / / / / / / // / // / // / /// /// /// ////// / / / // / // / // / / / / ////// / / / / / / / / / /// /// /// /// ///////////////////////////////////////////// ////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ////////////////////////////////////////// /// /// / / / // / // / // / / / / / / / / / / / / / / / / / / / /// 32 . 4 8 ' 819.13'818.97' 82 0 . 9 9 ' 82 1 . 6 7 ' 819.40'818.38'818.15'818.80'5.00'819.85'819.97'818.92'818.98' 15 . 7 0 ' 81 9 . 9 6 ' 82 0 . 1 8 ' 12 . 6 4 ' 9. 8 0 ' 5.00' 5 . 8 8 ' 5 . 4 8 ' 819.16'819.03'4.00'19.62' 81 9 . 5 7 ' 819.23' 82 0 . 5 2 ' ±7.6' 82 1 . 5 2 ' 82 1 . 1 4 ' 82 1 . 6 2 ' 18 . 8 9 ' 82 1 . 2 9 ' 9 . 1 3 ' 82 1 . 4 1 ' 82 1 . 8 4 ' 82 1 . 9 0 ' 5.00'CIVIL GRADING/DRAINAGE STA 4+25 TO 7+25N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020 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 - 2 0 1 9 M E N D E N H A L L T O D U R S T O N \ R E C O R D D R A W I N G S \ C 1 S E R I E S - C O M B I N E D . D W G P L O T T E D B Y : RO S I E N I C K E L S O N O N De c / 2 8 / 2 0 2 1 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 2 1 EN G I N E E R : P. E . N O . : DA T E : RE C O R D D R A W I N G N O T E TH I S R E C O R D D R A W I N G H A S B E E N PR E P A R E D , I N P A R T , B Y IN F O R M A T I O N P R O V I D E D B Y OT H E R S . T H E E N G I N E E R H A S N O T VE R I F I E D T H E A C C U R A C Y A N D / O R CO M P L E T E N E S S O F T H I S IN F O R M A T I O N I N A L L I N S T A N C E S AN D S H A L L N O T B E R E S P O N S I B L E FO R A N Y E R R O R S O R O M I S S I O N S TH A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N PR O V I D E D B Y O T H E R S . 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 CK KD J KD J 8/2 0 1 9 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 NO T E S : 1. A L L P E D E S T R I A N R A M P S A R E T O B E 6 F T W I D E , U N L E S S O T H E R W I S E DI M E N S I O N E D O N P L A N S . STEP 19.18/ 19.74 19.15/ 19.73 MA T C H E X I S T I N G 5 ' ± W I D E C O N C R E T E S I D E W A L K . RE-GRADE ADJACENT LAWN AREA. 1 . 5 0 % (TYP.) PR O P E R T Y L I N E ( T Y P ) 1.50%(TYP.) KE Y N O T E S : SA W C U T A N D R E M O V E V E R T I C A L C U R B E A S T O F C U T L I N E . I N S T A L L N E W C U R B A S S H O W N , E N D N E W C U R B I N A 4 5 ° AN G L E A T B A C K O F N E W W A L K . M A T C H E X I S T I N G A T W E S T E N D . RE M O V E E X I S T I N G A P P R O A C H L A N E D I V I D E R . R E P L A C E W I T H N E W D I V I D E R A S S H O W N . C U R B F A C E A L O N G S T R E E T I S RO T A T E D T O O F F S E T T H E L E A D I N G E D G E 4 " ± A W A Y F R O M T R A F F I C T O P R O T E C T F R O M P L O W B L A D E D A M A G E . IN S T A L L N E W D R I V E A P P R O A C H U S I N G E X I S T I N G C U R B T R A N S I T I O N S E C T I O N S . INSTALL NEW VERT. CURB NE W C U R B A N D D R I V E A P P R O A C H C.O.B. NO. 02529-13 MA T C H E X I S T I N G A S P H A L T RE M O V E A N D R E P L A C E C U R B A N D G U T T E R WIT H N E W A P P R O A C H T R A N S I T I O N MATCHLINE SHEET C1.2 RE M O V E C U R B S E C T I O N S A N D RE P L A C E W I T H N E W C U R B W I T H TR A N S I T I O N S E C T I O N S P E R C. O . B . S T D . D W G . 0 2 5 2 9 - 1 2 . M E N D E N H A L L S T A L L E Y B E G I N C O N S T R U C T I O N M A T C H E X I S T I N G C O N C R E T E B E G I N C O N S T R U C T I O N M A T C H E X I S T I N G C O N C R E T E EX I S T I N G T R A F F I C S I G N A L TO R E M A I N I N P L A C E . . RE P L A C E E X I S T I N G S E T T L E D AN D D A M A G E D P A N E L S . CU T E X I S T I N G R E T A I N I N G W A L L . EN D W A L L I N 4 5 ° A N G L E A T N E W S I D E W A L K . RE M O V E E X I S T I N G C O N C R E T E S I D E W A L K A N D B I K E R A C K P A D . RE P L A C E W I T H N E W C O N C R E T E A T G R A D E S S H O W N , MA T C H E X I S T I N G C O N C R E T E D E P T H . R E - I N S T A L L B I K E R A C K . NE W L O C A T I O N F O R E X I S T I N G BU S I N E S S S I G N 1 2 3 4 1 2DA I R Y Q U E E N S I T E F U R N I S H I N G S : DU R I N G C O N S T R U C T I O N , E N S U R E C U S T O M E R S C A N AC C E S S A N D F U L L Y U S E E X I S T I N G T A B L E S . RE L O C A T E S T A N D A L O N E P I C N I C T A B L E RE L O C A T E P I C N I C T A B L E O N A N E W C O N C R E T E M A T C H I N G E X I S T I N G R O U N D P A D S . EX I S T I N G P I C N I C T A B L E T O R E M A I N . RE L O C A T E S T A N D A L O N E B E N C H . C O O R D I N A T E W I T H O W N E R 1 3 3 3 4 M A I N M E N D E N H A L L L A M M E B E A L L VILLARD SHORTDURSTONLANDSCAPE ELEMENTS SEE LANDSCAPE SHEETS PROPOSED BUSINESS SIGN RELOCATIONTEMPORARYCONSTRUCTIONEASEMENT (TYP.)INSTALL 6" TALL CONCRETE CAP.TAPER EAST EDGE DOWN TO MATCH BACK OF NEW SIDEWALK.INSTALL 6" WIDE VERTICAL CURBCURB FLUSH WITH SIDEWALKCURB FLUSH WITH SIDEWALK6" TAPER KE V I N J A C O B S E N 13 8 9 7 11 / 2 0 2 1 RE C O R D D R A W I N G DR I V E T H R U S I G N W A S RE L O C A T E D B Y O T H E R S OU T S I D E O F R O W N E A R DR I V E T H R U E N T R A N C E (A . B . ) SI G N R E M A I N S I N P L A C E , RE L O C A T I O N N O T P A R T O F PR O J E C T / / / / / / / / / / / / // / / / / / / / /// /// /// /// /// // / / / / ////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ////////////////////////////////////////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// //////////// /// /// /// /// /// /// /// /// /// /// /// ///////////////////////////////////////////////////////////////////////// / / // / // / // / / / / / / / // / // / // / / / / / / / // / // / // / / / / //////G ////// / / / / / / /// / / / / / / / / / / / / // / / / / /// /// / / / /// / / / / / / /// 21 . 1 5 ' V E R T . C U R B 4 . 0 0 ' 22.00'VERT. CURB4.00' 81 8 . 1 5 ' 81 5 . 4 4 ' 81 4 . 9 0 ' 81 5 . 3 3 ' 26 . 5 3 ' 81 4 . 6 7 ' 27 . 5 0 ' 81 4 . 7 3 ' 813.14'814.16' 81 4 . 6 3 ' 813.94'813.76'813.66' 4 . 0 0 ' 4.00'18.50' 4.0 0 ' 5 . 0 0 ' CIVIL GRADING/DRAINAGE STA 7+25 TO 10+00N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020 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 - 2 0 1 9 M E N D E N H A L L T O D U R S T O N \ R E C O R D D R A W I N G S \ C 1 S E R I E S - C O M B I N E D . D W G P L O T T E D B Y : RO S I E N I C K E L S O N O N De c / 2 8 / 2 0 2 1 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 2 1 EN G I N E E R : P. E . N O . : DA T E : RE C O R D D R A W I N G N O T E TH I S R E C O R D D R A W I N G H A S B E E N PR E P A R E D , I N P A R T , B Y IN F O R M A T I O N P R O V I D E D B Y OT H E R S . T H E E N G I N E E R H A S N O T VE R I F I E D T H E A C C U R A C Y A N D / O R CO M P L E T E N E S S O F T H I S IN F O R M A T I O N I N A L L I N S T A N C E S AN D S H A L L N O T B E R E S P O N S I B L E FO R A N Y E R R O R S O R O M I S S I O N S TH A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N PR O V I D E D B Y O T H E R S . 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 C1.2 BO Z E M A N MONTANA CK KD J KD J 08 / 2 0 1 9 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 N. 7 T H A V E L A M M E S T 15 ' R A D I U S TB C 15 ' R A D I U S TB C 15 ' R A D I U S TB C 15 ' R A D I U S TB C NE W V E R T I C A L C U R B TIE I N T O E X I S T I N G CU R B W A L K TA P E R N E W SID E W A L K I N T O EX I S T I N G MA T C H E X I S T I N G C U R B W A L K M A T C H L I N E S H E E T C 1 . 1 RE P L A C E A S P H A L T A N D ST R I P I N G A S N E C E S S A R Y AF T E R I N S T A L L A T I O N O F NE W L I G H T P O L E B A S E . BEALL ST MATCH EXISTING CURB WALK RE P L A C E D A M A G E D C U R B SE C T I O N I N C L U D I N G N E W AP P R O A C H T R A N S I T I O N 20 ' O F 4 " Y E L L O W P A I N T TO B E P A I N T E D O N T O P O F EX I S T I N G P A R K I N G S T R I P E S . M A I N M E N D E N H A L L L A M M E B E A L L VILLARD SHORTDURSTON 1 . 5 0 % ( T Y P . ) NO T E S : 1. A L L P E D E S T R I A N R A M P S A R E T O B E 6 F T W I D E , U N L E S S O T H E R W I S E DI M E N S I O N E D O N P L A N S . KE Y N O T E S : IN S T A L L N E W D R I V E A P P R O A C H U S I N G E X I S T I N G C U R B T R A N S I T I O N S E C T I O N S . MATCHLINE SHEET C1.3 TE M P O R A R Y CO N S T R U C T I O N EA S E M E N T ( T Y P . ) SL O P E N E W C U R B D O W N T O B E FL U S H W I T H N E W S I D E W A L K A T SO U T H E D G E O F A P P R O A C H RE P L A C E E X I S T I N G L A Y D O W N A P P R O A C H CU R B W I T H N E W F U L L H E I G H T C U R B . PA I N T N E W C U R B Y E L L O W KE V I N J A C O B S E N 13 8 9 7 11 / 2 0 2 1 RE C O R D D R A W I N G SO I L C E L L B E G I N S NO R T H O F LU M I N A R E ( A . B . ) 6' 1"12' 0" /// /// /// /// / / / / / / / / / / / / /// / / / /// /// /// /// /// ////// / / / / / / / / / // / // / / / / /// /////////////////////////////////////// // / / / / / / / // / / / / // / / / / // / / / / / / / // / // / / / / / / / // / // / // / / / / / / / / / / // / // / / / / / / / // / // / /// ////////////////////////////////////////////////////// ////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///////////////////////////////////////////////////////////////////// / / / // / // / / / / / / / // / / / / / / / /// /// /// /// /// /// /// // / // / / / / // / // / GGGGGGGGG G G G G G G G G G G G G //////////// /// /// /// /// /// /// /// /// /// /// /// /// ////////////////////////////////////////////////////////////////////////////// / / / / / / // / // / // / / / / / / / // / // / // / / / / / / / 22 . 0 0 ' VE R T . C U R B 4 . 0 0 ' 81 3 . 1 4 ' 81 0 . 9 7 ' 809.22'807.73'806.80'808.59'807.69'808.34'36.49'20.00' 81 0 . 0 3 ' 81 0 . 4 4 ' 26.30' 12 5 . 5 4 ' 18 . 1 4 ' 24.98' 27 . 0 9 ' 808.43' 9 . 1 4 ' 80 9 . 4 6 ' 80 9 . 4 7 ' 80 9 . 8 0 ' 4.01'25.21'3.68'CIVIL GRADING/DRAINAGE STA 10+00 TO 12+50N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020 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 - 2 0 1 9 M E N D E N H A L L T O D U R S T O N \ R E C O R D D R A W I N G S \ C 1 S E R I E S - C O M B I N E D . D W G P L O T T E D B Y : RO S I E N I C K E L S O N O N De c / 2 8 / 2 0 2 1 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 2 1 EN G I N E E R : P. E . N O . : DA T E : RE C O R D D R A W I N G N O T E TH I S R E C O R D D R A W I N G H A S B E E N PR E P A R E D , I N P A R T , B Y IN F O R M A T I O N P R O V I D E D B Y OT H E R S . T H E E N G I N E E R H A S N O T VE R I F I E D T H E A C C U R A C Y A N D / O R CO M P L E T E N E S S O F T H I S IN F O R M A T I O N I N A L L I N S T A N C E S AN D S H A L L N O T B E R E S P O N S I B L E FO R A N Y E R R O R S O R O M I S S I O N S TH A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N PR O V I D E D B Y O T H E R S . 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 C1.3 BO Z E M A N MONTANA CK KD J KD J 4/2 0 1 9 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 N. 7 T H A V E M A I N M E N D E N H A L L L A M M E B E A L L VILLARD SHORTDURSTON B E A L L S T M A T C H L I N E S H E E T C 1 . 2 MATCHLINE SHEET C1.4 SL A B F O R B U S S H E L T E R PR O T E C T E X I S T I N G S I G N . GR A D E L A W N A R E A T O E X I S T I N G CO N C R E T E B A S E DO N O T D I S T U R B E X I S T I N G TI M B E R R E T A I N I N G W A L L RE P L A C E V E R T I C A L C U R B T O M A T C H EX I S T I N G . F I N I S H E A S T E D G E W I T H 4 5 ° AN G L E T O B E F L U S H W I T H N E W S I D E W A L K MA X I M U M 2 % S L O P E A T ST O R E E N T R A N C E 1 . 5 0 % (TYP.)1.50%(TYP.) NO T E S : 1. A L L P E D E S T R I A N R A M P S A R E T O B E 6 F T W I D E , U N L E S S O T H E R W I S E DI M E N S I O N E D O N P L A N S . KE Y N O T E S : IN S T A L L N E W D R I V E A P P R O A C H U S I N G E X I S T I N G C U R B T R A N S I T I O N S E C T I O N S . IN S T A L L N E W C U R B A N D D R I V E A P P R O A C H P E R C O B S T D D W G 0 2 5 2 9 - 1 2 . RE P L A C E M E D I A N C O N C R E T E W I T H N E W P A V E R S . SE E D E T A I L 8 , S H E E T D 1 . 1 . TE M P O R A R Y CO N S T R U C T I O N EA S E M E N T ( T Y P . ) RE P L A C E E X I S T I N G D E L I N E A T O R O N N E W C O N C R E T E P A D . 4" T H I C K B Y T W O P A V E R W I D T H S S Q U A R E ( ± 9 " S Q U A R E ) KE V I N J A C O B S E N 13 8 9 7 11 / 2 0 2 1 RE C O R D D R A W I N G SO I L C E L L S N O T IN S T A L L E D D U E T O EX I S T I N G F L O W F I L L ( A . B . ) SO I L C E L L S N O T IN S T A L L E D ( A . B . ) SOIL CELLS INSTALLED AT AN ANGLE (A.B.)REMOVED PROPOSED STRIPING FROM CONTRACT AS P H A L T S A W C U T A N D RE P L A C E M E N T E X T E N D E D ( A . B . ) // / / / / / / / // / // / // / / / / / / / // / // / / / / /// /// ////// /// /// // / / / / /// /// /// /// /// ////// /// /// /// /// /// /// /// /// /// /// / / / / / / /////////////////////////////////////////////////////////////////////////////////////////////////////////////// // / // / / / / // / // / / / / / / / //////GGGGGGGGG G G G G G G G G G G G G G G G G G /// // / / / / / / / / / / / / / / / / / / / // / ///////// /// /// /// /// /// /// /// ////// ///////// /// /// // / // / / / / / / / / / / /// / / / / / / // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / // / / / / // / // / // / /// / / / // / // / // / // / ////////////////////////////////////////// / / / / / / /// /// ////////////////////////////////////////// E X 1 5 S D EX 15 S D EX 1 5 S D E X 1 5 S D 12 S D 12 S D 12 S D 12 S D keep this stop bar here? 800.48'799.87'35.64'10.00' 80 6 . 7 8 ' 80 5 . 9 2 ' 34 . 1 2 ' 4.00'TBC = 801.71'TBC = 801.97'TBC = 802.38' TB C = 8 0 2 . 7 8 ' R35.00'R50.00'5.0'TBC = 800.94'37.08' TB C = 8 0 1 . 5 9 ' TBC = 800.52' 6.0 0 ' 4.0 1 ' 1 6 . 0 0 ' 25 . 2 1 ' 3.6 8 ' 5 . 0 0 ' 1 . 5 2 % 80 5 . 2 2 ' 80 4 . 2 2 ' 80 3 . 5 7 ' 80 5 . 1 3 ' 80 3 . 5 2 ' 80 4 . 2 3 ' 4.4 5 % R50.00'R35.0' 80 4 . 0 6 ' 43 . 5 8 ' CIVIL GRADING/DRAINAGE STA 12+50 TO 15+50N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020 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 - 2 0 1 9 M E N D E N H A L L T O D U R S T O N \ R E C O R D D R A W I N G S \ C 1 S E R I E S - C O M B I N E D . D W G P L O T T E D B Y : RO S I E N I C K E L S O N O N De c / 2 8 / 2 0 2 1 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 2 1 EN G I N E E R : P. E . N O . : DA T E : RE C O R D D R A W I N G N O T E TH I S R E C O R D D R A W I N G H A S B E E N PR E P A R E D , I N P A R T , B Y IN F O R M A T I O N P R O V I D E D B Y OT H E R S . T H E E N G I N E E R H A S N O T VE R I F I E D T H E A C C U R A C Y A N D / O R CO M P L E T E N E S S O F T H I S IN F O R M A T I O N I N A L L I N S T A N C E S AN D S H A L L N O T B E R E S P O N S I B L E FO R A N Y E R R O R S O R O M I S S I O N S TH A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N PR O V I D E D B Y O T H E R S . 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 C1.4 BO Z E M A N MONTANA CK KD J KD J 08 / 2 0 1 9 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 N. 7TH AVE M A I N M E N D E N H A L L L A M M E B E A L L VILLARD SHORTDURSTON M A T C H L I N E S H E E T C 1 . 3 MATCHLINE SHEET C1.5 W . V I L L A R D S T MATCH EXISTING SIDEWALKPROPERTY LINE (TYP.)EXISTING MEDIAN CURB TO REMAIN EXISTING MEDIAN CURB TO BE REMOVED± 155 LF NEW MEDIAN CURB MATCH EXISTING1.50%(TYP.) 1 . 5 0 % ( T Y P . ) NO T E S : 1. A L L P E D E S T R I A N R A M P S A R E T O B E 6 F T W I D E , U N L E S S O T H E R W I S E DI M E N S I O N E D O N P L A N S . 2. SE E S H E E T C 3 . 1 FO R VI L L A R D I N T E R S E C T I O N S I G N A G E A N D S T R I P I N G . KE Y N O T E S : IN S T A L L N E W D R I V E A P P R O A C H U S I N G E X I S T I N G C U R B T R A N S I T I O N S E C T I O N S . RE P L A C E M E D I A N C O N C R E T E W I T H N E W P A V E R S . SE E D E T A I L 8 , S H E E T D 1 . 1 . 1 . 5 0 % ( T Y P . ) TEMPORARY CONSTRUCTION EASEMENT (TYP.) IN S T A L L VE R T I C A L C U R B KE V I N J A C O B S E N 13 8 9 7 11 / 2 0 2 1 RE C O R D D R A W I N G SO I L C E L L S N O T IN S T A L L E D A R O U N D LU M I N A R E ( A . B . ) CO N C R E T E E X T E N D E D TO B U S I N E S S S I G N (A . B . ) 8 ' - 0 " TR E E M O V E D ~ 3 F E E T TO S O U T H O F P L A N LO C A T I O N ( A . B . ) LU M I N A I R E I N S T A L L E D 1 2 F E E T TO N O R T H O F P L A N L O C A T I O N , TR E E I N S T A L L E D 6 F E E T T O NO R T H O F P L A N L O C A T I O N , SH A R K S T E E T H I N S T A L L E D 3 ' SO U T H O F P L A N L O C A T I O N ( A . B . ) SH A R K S T E E T H I N S T A L L E D ~ 1 0 FT S O U T H O F P L A N L O C A T I O N (A.B) FIB E R P O T H O L E ( ~ 6 ' B A C K OF C U R B , ~ 2 . 2 5 ' D E P T H ) (A . B ) FI B E R P O T H O L E ( ~ 4 ' B A C K OF C U R B , ~ 5 ' D E P T H ) (A . B . ) FIBER POTHOLE (~0.5' BACK OF CURB,~5' DEPTH)(A.B.)GAS SERVICE POTHOLE (0.5'BACK OF CURB, ~53.5" DEPTH)(A.B.)RRFB LOCATIONRRFB LOCATION RR F B L O C A T I O N /// // / / / / / / / // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ////////////////////////////////////////// /// // / // / / / / / / / // / / / / ////////////////// / / / / / / // / // / / / / /// ///////////////////////////////// / / / /// /// ////////////////////////////////////////// // / / / / / / / // / // / // / / / / / / / // / // / // / / / / / / / // / // / // / / / / / / / // / // / // / /// /// /// /// GGGGGGGGG G G G G G G G G G G G G G G G G G ////////////////////////////////////////// / / / / / / // / // / // / / / / / / / // / // / // / / / / / / / // / // / // / / / / / / / // / // / // / // / // / // / /// / / / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ////////////////////////////////////////// 79 9 . 6 4 ' 79 9 . 5 2 ' 79 9 . 3 5 ' 80 0 . 2 9 ' 80 0 . 2 0 ' 32 . 6 6 ' 1 0 . 0 0 ' 79 9 . 2 0 ' 1 0 . 0 0 ' 1 4 . 0 0 ' ± 4 . 0 ' 51 . 7 5 ' 80 1 . 5 4 ' 80 1 . 0 4 ' 80 1 . 0 1 ' 79 9 . 7 6 ' 79 9 . 7 9 ' 80 0 . 5 1 ' 23 . 0 0 ' 80 0 . 1 1 ' 4 . 0 0 ' 79 9 . 9 7 ' 5 . 0 0 ' 1 8 . 0 0 ' 7. 7 0 ' 4.0 0 ' 799.12'799.04'5.00'13.65'6.00'799.16'798.98' 3. 2 9 ' 10.89' 2.7 3 ' 4 . 0 0 ' 34.39'798.85'34.10'798.69' 5 . 0 0 ' CIVIL GRADING/DRAINAGE STA 15+50 TO 18+50N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020 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 - 2 0 1 9 M E N D E N H A L L T O D U R S T O N \ R E C O R D D R A W I N G S \ C 1 S E R I E S - C O M B I N E D . D W G P L O T T E D B Y : RO S I E N I C K E L S O N O N De c / 2 8 / 2 0 2 1 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 2 1 EN G I N E E R : P. E . N O . : DA T E : RE C O R D D R A W I N G N O T E TH I S R E C O R D D R A W I N G H A S B E E N PR E P A R E D , I N P A R T , B Y IN F O R M A T I O N P R O V I D E D B Y OT H E R S . T H E E N G I N E E R H A S N O T VE R I F I E D T H E A C C U R A C Y A N D / O R CO M P L E T E N E S S O F T H I S IN F O R M A T I O N I N A L L I N S T A N C E S AN D S H A L L N O T B E R E S P O N S I B L E FO R A N Y E R R O R S O R O M I S S I O N S TH A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N PR O V I D E D B Y O T H E R S . 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 C1.5 BO Z E M A N MONTANA CK KD J KD J 08 / 2 0 1 9 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 M A I N M E N D E N H A L L L A M M E B E A L L VILLARD SHORTDURSTON M A T C H L I N E S H E E T C 1 . 4 MATCHLINE SHEET C1.6 PR O P E R T Y L I N E ( T Y P ) 1 . 5 0 % ( T Y P . ) SA W C U T W A L L A T E D G E O F N E W S I D E W A L K . CU T E N D O F R E M A I N I N G W A L L T O 4 5 ° ( 1 : 1 ) A N G L E AB O V E F I N I S H E D G R A D E , A N D R O U N D O F F E X P O S E D ED G E S B Y G R I N D I N G S M O O T H ¾ ” C H A M F E R . ST E P - O N E R I S E R O/ S 1 . 0 ' F R O M E D G E O F W A L K SE E N O T E 2 . 8 0 0 . 3 1 / 8 0 0 . 7 7 8 0 0 . 2 2 / 8 0 1 . 7 2 RE P L A C E C U R B A N D GU T T E R T O N O R T H EN D ( B O T T O M ) O F EX I S T I N G F L A R E NE W V E R T I C A L C U R B SAW CUT AND REMOVE CONCRETE RETAINING WALL TO EAST. CUT END OF REMAINING WALL TO 45°ANGLE ABOVE FINISHED GRADE, AND ROUND OFF EXPOSED EDGES BY GRINDING SMOOTH 3/4"CHAMFER. 1 . 5 0 % ( T Y P . ) MA T C H EX I S T I N G W A L K . IN S T A L L T W O NE W S T E P S . SE E N O T E 2 . MATCH EXISTING WALK INSTALL THREE NEW STEPS SEE NOTE 2. NO T E S : 1. A L L P E D E S T R I A N R A M P S A R E T O B E 6 F T W I D E , U N L E S S O T H E R W I S E DIM E N S I O N E D O N P L A N S . KE Y N O T E S : IN S T A L L N E W D R I V E A P P R O A C H U S I N G E X I S T I N G C U R B T R A N S I T I O N S E C T I O N S . IN S T A L L N E W C U R B A N D D R I V E A P P R O A C H P E R C O B S T D D W G 0 2 5 2 9 - 1 2 . RE P L A C E M E D I A N C O N C R E T E W I T H N E W P A V E R S . SE E D E T A I L 8 , S H E E T D 1 . 1 . TEMPORARY CONSTRUCTION EASEMENT (TYP.) MA T C H B O T T O M O F E X I S T I N G S T E P S EL E V = ± 4 8 0 0 . 8 1 REMOVE AND REPLACE EXISTING CMU RETAINING WALL AND ALL DISTURBED LANDSCAPING,IRRIGATION, ETC. TO EAST OF NEW SIDEWALK.COORDINATE WITH OWNER. RE P L A C E E X I S T I N G D E L I N E A T O R O N N E W C O N C R E T E P A D . 4" T H I C K B Y T W O P A V E R W I D T H S S Q U A R E ( ± 9 " S Q U A R E ) 2. H I G H L I G H T T H E E D G E ( N O S E ) O F E A C H N E W S T E P WIT H N O N - S L I P Y E L L O W E P O X Y P A I N T . 4" W I D E T O T A L ( 2 " O N T O P F A C E , 2 " O N V E R T I C A L F A C E ) EX I S T I N G F O U N D A T I O N W A L L T O B E S A W C U T , D E M O L I S H E D A N D H A U L E D O F F . RE M O V E E N T I R E S L A B A N D 0 . 5 ' D E P T H O F F O U N D A T I O N @ 5 ' B E Y O N D S I D E W A L K A N D 1 . 0 ' DE P T H O F F O U N D A T I O N O N S I D E W A L K S I D E O F F O U N D A T I O N . CO M P A C T 1 . 5 ” M I N U S R O A D M I X A S P R E P F O R A S P H A L T P L A C E M E N T KE V I N J A C O B S E N 13 8 9 7 11 / 2 0 2 1 RE C O R D D R A W I N G AD D E D ~ 3 F T O F P A V E R S SO U T H O F L I G H T P O L E ( A . B . ) FIB E R P O T H O L E (~ 3 . 0 ' B A C K O F CU R B , ~ 4 ' D E P T H ) (A . B . ) FI B E R P O T H O L E ( ~ 3 . 0 ' BA C K O F C U R B , ~ 4 ' D E P T H ) (A . B . ) FIB E R P O T H O L E (~ 2 . 0 ' B A C K O F CU R B , ~ 4 ' D E P T H ) (A . B . ) FIBER POTHOLE (~0.0' BACK OF CURB, ~4' DEPTH)(A.B.)4" VERTICAL CURB ALONG EX RAISED SLAB (A.B.) /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// //////////////////////////////////////////////////////////////////////////////////// / / / // / // / / / / / / / // / // / // / / / / / / / // / // / // / / / / / / / // / // / // / / / / / / / // / // / // / / / / / / / // / // / / / / / / / // / // / // / / / / ////////////////////////////////////////// / / / // / // / ///GG G G G G G G G G G G G G G G G G G G G T T T // / // / // / /// /// /// ///////// /// /// /// /// ///////// // / / / / / / / // / // / // / / / / / / / /// /// /// /// /// /// /// /// /// ////////////////////////////////////////// // / // / // / / / / / / / /// /// /// /// ////////////////////////////////////////// 5 . 0 0 ' 79 7 . 9 4 ' 79 7 . 7 1 ' 35 . 7 8 ' 4 . 0 0 ' 35.05'12.00'20.00'797.47'797.17' 79 8 . 9 8 ' 35 . 1 2 ' 79 8 . 2 2 ' ± 2 . 5 ' 79 8 . 6 9 ' 79 8 . 0 4 ' CIVIL GRADING/DRAINAGE STA 18+50 TO 21+00N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020 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 - 2 0 1 9 M E N D E N H A L L T O D U R S T O N \ R E C O R D D R A W I N G S \ C 1 S E R I E S - C O M B I N E D . D W G P L O T T E D B Y : RO S I E N I C K E L S O N O N De c / 2 8 / 2 0 2 1 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 2 1 EN G I N E E R : P. E . N O . : DA T E : RE C O R D D R A W I N G N O T E TH I S R E C O R D D R A W I N G H A S B E E N PR E P A R E D , I N P A R T , B Y IN F O R M A T I O N P R O V I D E D B Y OT H E R S . T H E E N G I N E E R H A S N O T VE R I F I E D T H E A C C U R A C Y A N D / O R CO M P L E T E N E S S O F T H I S IN F O R M A T I O N I N A L L I N S T A N C E S AN D S H A L L N O T B E R E S P O N S I B L E FO R A N Y E R R O R S O R O M I S S I O N S TH A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N PR O V I D E D B Y O T H E R S . 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 C1.6 BO Z E M A N MONTANA CK KD J KD J 08 / 2 0 1 9 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 M A I N M E N D E N H A L L L A M M E B E A L L VILLARD SHORTDURSTON S H O R T S T M A T C H L I N E S H E E T C 1 . 5 MATCHLINE SHEET C1.71.50%(TYP.) 1 . 5 0 % ( T Y P . ) MA T C H EX I S T I N G SID E W A L K NO T E S : 1. A L L P E D E S T R I A N R A M P S A R E T O B E 6 F T W I D E , U N L E S S O T H E R W I S E DI M E N S I O N E D O N P L A N S . .IMPROVEMENTS COMPLETED UNDER "N. 7TH STREETSCAPE IMPROVEMENTS - 2017" KE Y N O T E S : IN S T A L L N E W D R I V E A P P R O A C H U S I N G E X I S T I N G C U R B T R A N S I T I O N S E C T I O N S . RE P L A C E M E D I A N C O N C R E T E W I T H N E W P A V E R S . SE E D E T A I L 8 , S H E E T D 1 . 1 . ±25 LF NEW CURB TO REPLACE EXISTING APPROACH LAYDOWN AP P R O X I M A T E L O C A T I O N O F E X I S T I N G S T O R M D R A I N . PR I O R T O 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 EX P O S E P I P E T O V E R Y L O C A T I O N A N D D E P T H AN D N O T I F Y E N G I N E E R O F P O T E N T I A L C O N F L I C T S . RE P L A C E E X I S T I N G D E L I N E A T O R O N N E W C O N C R E T E P A D . 4" T H I C K B Y T W O P A V E R W I D T H S S Q U A R E ( ± 9 " S Q U A R E ) KE V I N J A C O B S E N 13 8 9 7 11 / 2 0 2 1 RE C O R D D R A W I N G SO I L C E L L S H O R T E N E D ON N O R T H A N D S O U T H ED G E S ( A . B . ) CR O S S W A L K E X T E N D E D TO 8 ' W I D E ( A . B . ) FI B E R P O T H O L E (~ 3 . 5 ' B A C K O F CU R B , ~ 4 ' D E P T H ) (A . B . ) FIBER POTHOLE (~3.0 BACK OF CURB, ~4' DEPTH)(A.B.)FIBER POTHOLE (~5.0'BACK OF CURB, ~4' DEPTH)(A.B.)FIBER POTHOLE (~6.5' BACK OF CURB, ~4' DEPTH)(A.B.) /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /////////////// // / / / / /// /// / / / / / / // / // / // / / / / // / // / // / / / / / / / // / // / // / // / / / / // / // / // / / / / / / / // / //////////////////////////////////// // / // / // / / / / / / / / / / // / // / / / / / / / // / // / // / / / / / / / // / // / // / / / / / / / / / / // / // / / / / / / / /// /// /// / / / /// /// /// /// /// /// /// /// /////////////////////////// T GGGGG / / / // / // / // / / / / / / / // / // / // / / / / / / / // / // / // / / / / / / / // / // / / / / // / // / / / / // / // / // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///////////////////// E X 1 5 S D EX 1 5 S D E X 1 5 S D EX 1 5 S D E X 1 5 S D EX 1 5 S D EX 15 SDEX 15 SD 35 . 0 5 ' 30 . 0 0 ' 1 2 . 0 0 ' 2 0 . 0 0 ' 79 7 . 4 7 ' 79 6 . 9 0 ' 79 7 . 1 7 ' 79 6 . 7 6 ' CIVIL GRADING/DRAINAGE STA 21+00 TO 23+50N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020 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 - 2 0 1 9 M E N D E N H A L L T O D U R S T O N \ R E C O R D D R A W I N G S \ C 1 S E R I E S - C O M B I N E D . D W G P L O T T E D B Y : RO S I E N I C K E L S O N O N De c / 2 8 / 2 0 2 1 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 2 1 EN G I N E E R : P. E . N O . : DA T E : RE C O R D D R A W I N G N O T E TH I S R E C O R D D R A W I N G H A S B E E N PR E P A R E D , I N P A R T , B Y IN F O R M A T I O N P R O V I D E D B Y OT H E R S . T H E E N G I N E E R H A S N O T VE R I F I E D T H E A C C U R A C Y A N D / O R CO M P L E T E N E S S O F T H I S IN F O R M A T I O N I N A L L I N S T A N C E S AN D S H A L L N O T B E R E S P O N S I B L E FO R A N Y E R R O R S O R O M I S S I O N S TH A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N PR O V I D E D B Y O T H E R S . 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 C1.7 BO Z E M A N MONTANA CK KD J KD J 08 / 2 0 1 9 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 N. 7 T H A V E M A T C H L I N E S H E E T C 1 . 6 DURSTON ROAD M A I N M E N D E N H A L L L A M M E B E A L L VILLARD SHORTDURSTON 1 . 5 0 % ( T Y P . ) MA T C H EX I S T I N G SI D E W A L K . IM P R O V E M E N T S C O M P L E T E D U N D E R " N . 7 T H 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 " TE M P O R A R Y CO N S T R U C T I O N EA S E M E N T ( T Y P . ) KE Y N O T E S : IN S T A L L N E W D R I V E A P P R O A C H U S I N G E X I S T I N G C U R B T R A N S I T I O N S E C T I O N S . RE P L A C E M E D I A N C O N C R E T E W I T H N E W P A V E R S . SE E D E T A I L 8 , S H E E T D 1 . 1 . RE P L A C E E X I S T I N G WH E E L S T O P S @ 2 ' BE H I N D S I D E W A L K (6 T O T A L ) RE F R E S H E X I S T I N G Y E L L O W P A V E M E N T M A R K I N G S (8 S T R I P E S , 6 T O T A L S T A L L S T O T A L ) . EX T E N D T O 2 0 F T B E H I N D S I D E W A L K US E Y E L L O W E P O X Y P A I N T RE P L A C E E X I S T I N G D E L I N E A T O R O N N E W C O N C R E T E P A D . 4" T H I C K B Y T W O P A V E R W I D T H S S Q U A R E ( ± 9 " S Q U A R E ) AP P R O X I M A T E LO C A T I O N O F ST O R M D R A I N IN S T A L L # 4 B A R S O N 2 ' X 2 ' G R I D ± 3 6 L F C E N T E R O N S T O R M D R A I N C R O S S I N G IN S T A L L N E W P R E C A S T S T O R M M A N J O L E C O V E R SE T T O G R A D E . I N S T A L L E X I S T I N G F R A M E A N D CO V E R O R N E W F R A M E A N D " S T O R M " C O V E R . KE V I N J A C O B S E N 13 8 9 7 11 / 2 0 2 1RE C O R D D R A W I N G FIB E R P O T H O L E ( ~ 5 . 6 ' BA C K O F C U R B , ~ 4 . 5 ' DE P T H ) (A . B . ) FI B E R P O T H O L E ( ~ 4 . 5 ' BA C K O F C U R B , 3 ' D E P T H ) (A . B . ) FI B E R P O T H O L E (~ 1 . 5 ' B A C K O F CU R B , 3 ' D E P T H ) (A . B . ) 81 8 . 0 7 ' 81 6 . 8 0 ' 81 6 . 2 4 ' 816.13'816.42' 81 6 . 5 8 ' 81 6 . 6 7 ' 81 6 . 8 0 ' 81 6 . 8 4 ' 81 6 . 8 3 ' 81 6 . 6 6 ' 81 6 . 7 3 ' 81 6 . 3 4 ' 81 6 . 7 3 ' 81 8 . 0 8 ' 81 7 . 5 8 ' 81 7 . 4 8 ' 81 7 . 7 0 ' 81 7 . 6 2 ' 81 7 . 7 2 ' 81 7 . 5 0 ' 81 7 . 4 6 ' 81 7 . 4 5 ' 81 6 . 9 1 ' 81 7 . 0 4 ' 81 7 . 5 9 ' 81 7 . 5 3 ' 81 7 . 2 5 ' 81 7 . 5 3 ' 81 7 . 6 2 ' 81 7 . 3 6 ' 81 7 . 8 7 ' 81 7 . 6 2 ' 81 7 . 5 8 ' 81 6 . 8 4 ' 81 6 . 4 4 ' 81 6 . 8 7 ' 81 6 . 9 0 ' 81 6 . 9 2 ' 81 6 . 3 3 ' 81 6 . 2 2 ' 816.52' 81 7 . 0 0 ' 81 6 . 8 2 ' 81 6 . 7 0 ' 816.58'816.58' 81 6 . 3 9 ' 81 6 . 2 8 ' 5" R E T A I N I N G WA L L 81 6 . 7 5 ' 81 6 . 6 7 ' 81 7 . 5 4 ' 81 7 . 7 1 ' 81 7 . 5 5 ' 81 7 . 4 6 ' 81 7 . 0 8 ' 81 6 . 9 8 ' 81 7 . 3 6 ' 81 7 . 3 3 ' 81 7 . 5 2 ' 81 8 . 0 7 ' 81 7 . 7 9 ' 81 7 . 5 4 ' 81 6 . 7 6 ' 81 6 . 3 8 ' 81 6 . 7 4 ' 81 6 . 7 4 ' 81 7 . 5 3 ' 81 6 . 4 6 ' 81 7 . 3 5 ' 81 8 . 0 3 ' 81 7 . 9 4 ' 8 . 0 0 ' 816.38'816.56'817.05'6.00'5.73'-7.50%1.50%6.00'6.00'6.00'0.11%-0.33%2.80'5.58'1.72%1.01%7.96%-1.50%5.84%-6.84%-1.43%5.70'7.57'5.41'4.94'4.00'21.15' VERT. CURB-6.45%-1.83%5.00%1.50%6.44%1.83%-5.00%1.51%9.15'6.00'6.00'6.00'-7.18%-7.00%4.46%0.53% 5 . 4 8 ' 6 . 0 0 ' 2 . 7 2 ' 1 1 . 6 1 ' 5.00 ' -7.6 0 % 1 . 6 7 % - 0 . 4 1 % - 2 . 5 0 % -1 . 6 7 % -2 . 1 6 % 6 . 0 0 ' -1 . 9 3 % 1 . 2 2 % 5.5 4 % -6 . 4 9 % 5 . 5 0 ' 6. 0 0 ' 3.08 ' 1 2 . 8 6 ' 7 . 0 7 ' 1 . 5 0 % - 4 . 7 4 % - 5 . 1 0 % 1.5 0 % - 0 . 9 6 % -1 . 5 0 % -1 . 4 2 % - 1 . 3 3 % - 1 . 6 9 % -1 . 6 9 % -7 . 6 4 % 6. 9 3 % -1 . 4 6 % 3.57 % 6. 0 0 ' 0 . 1 5 % -1. 4 0 % 6.00' -5 . 3 3 % - 1 . 5 0 % LAMME INTERSECTION DETAILSN. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020 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 - 2 0 1 9 M E N D E N H A L L T O D U R S T O N \ R E C O R D D R A W I N G S \ C 2 S E R I E S - C O M B I N E D . D W G P L O T T E D B Y : RO S I E N I C K E L S O N O N De c / 2 8 / 2 0 2 1 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 2 1 EN G I N E E R : P. E . N O . : DA T E : RE C O R D D R A W I N G N O T E TH I S R E C O R D D R A W I N G H A S B E E N PR E P A R E D , I N P A R T , B Y IN F O R M A T I O N P R O V I D E D B Y OT H E R S . T H E E N G I N E E R H A S N O T VE R I F I E D T H E A C C U R A C Y A N D / O R CO M P L E T E N E S S O F T H I S IN F O R M A T I O N I N A L L I N S T A N C E S AN D S H A L L N O T B E R E S P O N S I B L E FO R A N Y E R R O R S O R O M I S S I O N S TH A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N PR O V I D E D B Y O T H E R S . 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 C2.1 BO Z E M A N MONTANA CK KD J KD J 8/2 0 1 9 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 N. 7 T H A V E L A M M E S T 15 ' R A D I U S - T B C 15 ' R A D I U S - T B C 15' RADIUS- TBC 15' RADIUS- TBC DO N O T D I S T U R B EX I S T I N G F I R E H Y D R A N T EL E V A T I O N A T B O T T O M OF F L A N G E = ± 8 1 7 . 4 3. 5 % 1 . 4 % 1.0% 0.4%0.5%4' x 4' MIN CLEAR SPACE1.6% 4' x 4 ' M I N CL E A R S P A C E ( T Y P . ) 4' x 4' MIN CLEAR SPACE4' x 5' MIN TURNING SPACE 4' x 4' MIN TURNING SPACE (TYP.) 4' x 4 ' M I N TU R N I N G S P A C E MA T C H E X I S T I N G SI D E W A L K DE T E C T A B L E W A R N I N G P L A T E T O B E I N S T A L L E D P E R C . O . B . S T D . D W G . N O . 0 2 5 2 9 - 8 . NO T E S : 1. N E W P E D E S T R I A N R A M P S M U S T M E E T A L L P R O P O S E D G U I D E L I N E S F O R PE D E S T R I A N F A C I L I T I E S I N T H E P U B L I C R I G H T - O F - W A Y ( P R O W A G ) 2. C O N C R E T E C R O S S W A L K S T O B E 7 " T H I C K R E I N F O R C E D W I T H # 4 B A R S O N A 2' X 2 ' G R I D A T A D E P T H O F 3 . 5 " . B A S E S E C T I O N S H A L L I N C L U D E 6 " 1 - 1 / 2 " MIN U S C R U S H E D B A S E M A T E R I A L O V E R 6 " O F 3 " M I N U S C R U S H E D S U B - B A S E . BA S E C O U 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 % . CO N C R E T E F I N I S H P E R L A N D S C A P E P L A N S . 24 " W H I T E TH E R M O P L A S T I C ( T Y P . ) 8" W H I T E TH E R M O P L A S T I C ( T Y P . ) M A I N M E N D E N H A L L L A M M E B E A L L VILLARD SHORTDURSTONMATCH EXISTING CURB.SLOPE END OF NEW CURB AS NECESSARY HIGH POINT IN CURB FLOW LINE ST R I P I N G N O T E S 1. A L L S T R I P I N G O N N . 7 T H A V E S H A L L B E E P O X Y P A I N T . 2. CIT Y O F B O Z E M A N S I D E S T R E E T S : A L L N E W T R A N S V E R S E P A V E M E N T M A R K I N G S , S T R I P E S 8 IN C H E S I N W I D T H O R W I D E R , W O R D S , A N D S Y M B O L S A R E T O B E I N L A I D T H E R M O P L A S T I C O R PR E F O R M E D P L A S T I C T A P E . A L L O T H E R M A R K I N G S S H A L L B E E P O X Y P A I N T . 3. A L L C U R B R A D I I A N D P R E V I O U S L Y P A I N T E D C U R B A R E T O B E P A I N T E D W I T H Y E L L O W E P O X Y . D O NO T P A I N T C U R B T H R O U G H P E D E S T R I A N R A M P S . SCALE: 1" = 5'SCALE: 1" = 5' SC A L E : 1 " = 5 ' SC A L E : 1 " = 5 ' KE V I N J A C O B S E N 13 8 9 7 11 / 2 0 2 1 RECORD DRAWING 81 3 . 1 4 ' 810.97' 81 3 . 6 6 ' 35 . 0 8 ' 81 3 . 0 7 ' 81 2 . 5 6 ' 81 2 . 7 6 ' 81 2 . 6 7 ' 81 2 . 4 6 ' 81 2 . 7 0 ' 81 2 . 7 3 ' 81 2 . 8 2 ' 81 2 . 1 2 ' 81 2 . 0 0 ' 81 1 . 9 6 ' 81 2 . 2 3 ' 81 1 . 9 6 ' 81 1 . 5 2 ' 81 1 . 9 5 ' 81 1 . 9 0 ' 81 1 . 4 7 ' 81 1 . 8 4 ' 81 2 . 0 1 ' 81 1 . 9 9 ' 81 3 . 0 6 ' 81 3 . 1 2 ' 81 2 . 5 4 ' 81 2 . 6 0 ' 81 3 . 1 1 ' 81 2 . 4 1 ' 81 2 . 4 7 ' 81 2 . 9 7 ' 81 2 . 5 5 ' 81 2 . 7 1 ' 81 2 . 5 8 ' 81 2 . 7 5 ' 81 2 . 6 1 ' 81 2 . 3 7 ' 81 2 . 5 4 ' 81 2 . 0 9 ' 81 2 . 2 4 ' 81 2 . 4 7 ' 81 2 . 1 3 ' 81 1 . 3 8 ' 81 1 . 3 7 ' 81 1 . 4 7 ' 81 1 . 4 4 ' 81 1 . 3 0 ' 811.04'811.58'811.73'811.36' 81 1 . 8 2 ' 81 1 . 4 8 ' 81 2 . 0 3 ' 81 2 . 5 9 ' 811.69' 81 2 . 0 6 ' 811.80' 81 1 . 8 9 ' 81 3 . 9 5 ' ±8 1 3 . 5 5 ' ±8 1 4 . 4 4 ' 5.32'5.78'11.65'5.72'7.99%1.00%7.44%0.17%1.28%5.00'2.89'6.00'6.82'4.50'6.00'-0.98%-1.00%5.18%2.77%-5.53%-1.50%-2.13%6.00' 5 . 5 7 ' 6 . 0 0 ' 12 . 0 0 ' 14 . 7 1 ' V E R T . C U R B 11 . 6 9 ' 2.9 4 ' -4 . 7 9 % 6.2 4 % 1.3 6 % - 1 . 8 3 % - 1 . 0 1 % 3 . 7 7 % - 3 . 6 0 % -1 . 5 0 % -5 . 7 3 % -0. 4 0 % 22 . 0 0 ' 4" W I D E V E R T . C U R B 6. 0 0 ' 4 . 0 0 ' 3 . 0 0 ' 10.2 2 ' 10 . 2 5 ' 5. 5 0 ' 4.50' -8 . 1 0 % -8 . 1 9 % -6 . 5 0 % -2 . 1 7 % 3.0 0 % 1 . 2 3 % 4 . 0 0 ' 2.48% -1.16 % -1 . 8 1 % - 1 . 5 3 % 2.3 4 % - 1 . 9 7 % 2.6 9 % 1.57 % 5 . 0 0 ' 4.8 1 ' 7.00 ' ±4 . 6 4 ' ± 9 . 5 ' BEALL INTERSECTION DETAILSN. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020 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 - 2 0 1 9 M E N D E N H A L L T O D U R S T O N \ R E C O R D D R A W I N G S \ C 2 S E R I E S - C O M B I N E D . D W G P L O T T E D B Y : RO S I E N I C K E L S O N O N De c / 2 8 / 2 0 2 1 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 2 1 EN G I N E E R : P. E . N O . : DA T E : RE C O R D D R A W I N G N O T E TH I S R E C O R D D R A W I N G H A S B E E N PR E P A R E D , I N P A R T , B Y IN F O R M A T I O N P R O V I D E D B Y OT H E R S . T H E E N G I N E E R H A S N O T VE R I F I E D T H E A C C U R A C Y A N D / O R CO M P L E T E N E S S O F T H I S IN F O R M A T I O N I N A L L I N S T A N C E S AN D S H A L L N O T B E R E S P O N S I B L E FO R A N Y E R R O R S O R O M I S S I O N S TH A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N PR O V I D E D B Y O T H E R S . 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 C2.2 BO Z E M A N MONTANA CK KD J KD J 8/2 0 1 9 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 15 ' R A D I U S - T B C 15' RADIUS- TBC14' RADIUS- TBC 15 ' R A D I U S - T B C 4' x 4 ' M I N CL E A R S P A C E ( T Y P . ) 4' x 4 ' M I N CL E A R S P A C E 4' x 5 ' M I N TU R N I N G S P A C E 4' x 4' MIN TURNING SPACE 6' W I D E V A L L E Y G U T T E R FL O W L I N E @ 1 . 5 8 % P E R CO B S T D D W G 0 2 5 2 9 - 1 DE T E C T A B L E W A R N I N G P L A T E T O B E I N S T A L L E D P E R C.O . B . S T D . D W G . N O . 0 2 5 2 9 - 8 . NE W P E D E S T R I A N R A M P S M U S T M E E T A L L P R O P O S E D GU I D E L I N E S F O R P E D E S T R I A N F A C I L I T I E S I N T H E PU B L I C R I G H T - O F - W A Y ( P R O W A G ) M A I N M E N D E N H A L L L A M M E B E A L L VILLARD SHORTDURSTON 1.6 7 % 2.2 6 % 0.74% 2.0 % 1. 2 6 % 2.38% B E A L L S T ST R I P I N G N O T E S 1. A L L S T R I P I N G O N N . 7 T H A V E S H A L L B E E P O X Y P A I N T . 2. CIT Y O F B O Z E M A N S I D E S T R E E T S : A L L N E W T R A N S V E R S E P A V E M E N T M A R K I N G S , S T R I P E S 8 IN C H E S I N W I D T H O R W I D E R , W O R D S , A N D S Y M B O L S A R E T O B E I N L A I D T H E R M O P L A S T I C O R PR E F O R M E D P L A S T I C T A P E . A L L O T H E R M A R K I N G S S H A L L B E E P O X Y P A I N T . 3. A L L C U R B R A D I I A N D P R E V I O U S L Y P A I N T E D C U R B A R E T O B E P A I N T E D W I T H Y E L L O W E P O X Y . D O NO T P A I N T C U R B T H R O U G H P E D E S T R I A N R A M P S . SC A L E : 1 " = 5 ' SCALE: 1" = 5'SCALE: 1" = 5' SC A L E : 1 " = 5 ' MATCH EXISTING SIDEWALK AT NEAREST EXISTING JOINT (± 4FT) 4" V E R T I C A L C U R B TR A N S I T I O N T O M A T C H TO P O F E X I S T I N G S T E P TO T H E W E S T RE M O V E E X I S T I N G S I G N P O S T . IN S T A L L " N O P A R K I N G " S I G N O N NE W L U M I N A I R E T O T H E N O R T H .1 .1 1 EX I S T I N G U T I L I T Y P O L E T O B E R E M O V E D S P R I N G O F 2 0 2 1 CO O R D I N A T E W I T H E N G I N E E R T O S H I F T P E D R A M P SL I G H T L Y S O T H A T T H E E X I S T I N G P O L E W I L L F A L L CO M P L E T E L Y I N T H E W I N G O F T H E P R O P O S E D R A M P . ON C E P O L E I S R E M O V E D , R E P L A C E O N L Y T H E W E S T W I N G SE C T I O N O F T H E P E D R A M P . SA W C U T / G R A D I N G L I M I T S PA I N T T O P A N D V E R T I C A L F A C E O F NE W V E R T I C A L C U R B W I T H Y E L L O W E P O X Y KE V I N J A C O B S E N 13 8 9 7 11 / 2 0 2 1 RE C O R D D R A W I N G AS P H A L T S A W CU T A N D R E P A I R EX T E N D E D ( A . B . ) keep this stop bar here? 12 S D 12 S D 12 S D 12 S D 80 3 . 2 1 ' 80 3 . 2 7 ' 80 3 . 1 0 ' 80 3 . 0 1 ' 80 2 . 9 5 ' 80 2 . 9 7 ' 802.99' 80 3 . 0 3 ' 80 2 . 9 5 ' 80 2 . 9 1 ' 80 2 . 9 5 ' 80 2 . 8 8 ' 802.90'802.78'802.52' 80 2 . 6 5 ' 80 4 . 2 0 ' 80 4 . 2 6 ' 80 4 . 1 2 ' 80 4 . 1 1 ' 80 4 . 2 1 ' 80 4 . 1 7 ' 80 4 . 0 4 ' 80 4 . 0 0 ' 80 3 . 8 8 ' 80 3 . 5 6 ' 80 3 . 6 6 ' 80 2 . 6 8 ' 80 2 . 5 5 ' 80 2 . 8 5 ' 80 3 . 8 2 ' 80 3 . 5 2 ' 80 3 . 1 4 ' 80 2 . 7 9 ' 80 2 . 8 6 ' 80 4 . 1 0 ' 80 4 . 2 3 ' 80 3 . 5 7 ' 80 3 . 7 5 ' 80 2 . 1 2 ' 80 2 . 2 0 ' 80 1 . 9 2 ' 80 1 . 8 6 ' 80 2 . 0 8 ' 80 2 . 0 1 ' 80 2 . 0 8 ' 80 2 . 3 0 ' 80 2 . 2 4 ' 80 2 . 1 4 ' 80 2 . 2 3 ' 80 2 . 2 9 ' 80 2 . 3 4 ' 80 2 . 2 9 ' 80 2 . 4 2 ' 80 2 . 3 3 ' 802.22'802.31'802.10' 80 1 . 8 6 ' 801.76' 80 2 . 3 6 ' 80 1 . 8 5 ' 80 1 . 9 4 ' 80 4 . 0 5 ' 80 2 . 3 7 ' ±801.73' ±8 0 1 . 9 7 ' 80 3 . 2 8 ' 80 4 . 0 4 ' 80 4 . 5 0 ' 80 4 . 0 6 ' 80 4 . 0 3 ' 80 4 . 4 9 ' 80 3 . 2 4 ' 80 3 . 1 6 ' 80 3 . 0 8 ' 80 2 . 1 9 ' 80 3 . 2 2 ' 80 2 . 8 1 ' 80 2 . 1 6 ' 80 2 . 2 1 ' 5.01'±6.32' 6.6 1 ' 5.40'5.00'5.00'6.00'6.00'6.83'6.00'6.00'5.91'3.60'5.00'5.53'-1.83%-0.15%-0.83%-0.83%-1.01%-1.90%-1.01%-1.49%1.75%-1.40%-1.18%-2.96%±-0.52%±-3.75%5.01'±6.32'12SD12SD 5.00'5.00'5.75'5.25'4.52'6.00'6.08'-6.09%-1.60%-1.53%-0.40%0.40%-6.25%6.61' 6 . 0 0 ' 3 . 5 9 ' 5. 0 0 ' 4.6 6 ' 6.0 0 ' 5. 2 9 ' 5 . 5 4 ' 4.8 0 % - 2 . 0 0 % - 1 . 0 1 % 0 . 1 0 % - 1 2 . 8 2 % - 2 . 0 0 % -6.1 0 % 5.8 4 % -1 . 6 0 % 4 . 0 0 ' 12 S D 12 S D 2.28 ' 6 . 1 9 ' 6 . 0 0 ' 4.5 7 ' 1 . 0 0 ' 5. 1 1 ' 6. 0 0 ' 5 . 0 0 ' 1 0 . 1 6 ' -4.2 5 % - 0 . 6 6 % -1 . 7 5 % -6 . 3 3 % VILLARD INTERSECTION DETAILSN. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020 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 M A I N M E N D E N H A L L L A M M E B E A L L SHORTDURSTON 14 . 5 ' R A D I U S - T B C 20' RADIUS- TBC 14 ' R A D I U S T B C RE P L A C E E X I S T I N G I N L E T W I T H N E W T Y P E A C U R B I N L E T 1 - ± 4 2 . 5 L F 12 " R C P S T O R M DR A I N P I P E @ 0 . 4 1 % NE W T Y P E I I C U R B I N L E T , 3 6 " Ø TB C = 4 8 0 2 . 8 5 12 " I N V = 4 8 0 0 . 4 7 9" S U M P NE W T Y P E A C U R B I N L E T SC A L E : 1 " = 2 ' 0. 5 0 ' NE W T Y P E A C U R B I N L E T , 4 8 " TB C = 4 8 0 3 . 3 2 EX I S T . 1 2 " I N V ( N W ) = 4 8 0 0 . 3 0 ± NE W 1 2 " I N V ( N ) = 4 8 0 0 . 3 0 ± SU M P = 9 " E X I S T I N G 1 2 " R C P NE W 1 2 " R C P MA N U F A C T U R E I N L E T W I T H KN O C K O U T F O R B O T H P I P E S . GR O U T E N T I R E O P E N I N G A F T E R PIP E S H A V E B E E N I N S T A L L E D T O PL A N E L E V A T I O N . 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 - 2 0 1 9 M E N D E N H A L L T O D U R S T O N \ R E C O R D D R A W I N G S \ C 2 S E R I E S - C O M B I N E D . D W G P L O T T E D B Y : RO S I E N I C K E L S O N O N De c / 2 8 / 2 0 2 1 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 2 1 EN G I N E E R : P. E . N O . : DA T E : RE C O R D D R A W I N G N O T E TH I S R E C O R D D R A W I N G H A S B E E N PR E P A R E D , I N P A R T , B Y IN F O R M A T I O N P R O V I D E D B Y OT H E R S . T H E E N G I N E E R H A S N O T VE R I F I E D T H E A C C U R A C Y A N D / O R CO M P L E T E N E S S O F T H I S IN F O R M A T I O N I N A L L I N S T A N C E S AN D S H A L L N O T B E R E S P O N S I B L E FO R A N Y E R R O R S O R O M I S S I O N S TH A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N PR O V I D E D B Y O T H E R S . 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 C2.3 BO Z E M A N MONTANA CP K KD J KD J 8/2 0 1 9 VILLARDVERT. CURB/ RETAINING WALL DE T E C T A B L E W A R N I N G P L A T E T O B E I N S T A L L E D P E R C. O . B . S T D . D W G . N O . 0 2 5 2 9 - 8 . NE W P E D E S T R I A N R A M P S M U S T M E E T A L L P R O P O S E D GU I D E L I N E S F O R P E D E S T R I A N F A C I L I T I E S I N T H E PU B L I C R I G H T - O F - W A Y ( P R O W A G ) EX I S T I N G 1 2 " R C P ST O R M D R A I N P I P E ±6 . 3 % V I L L A R D S T 20' RADIUS- TBC 14 ' R A D I U S - T B C 2 . 4 0 % 5. 2 3 % 5.1 8 % 1.8 5 % 1.28%1.72%2.0%1.50%1.08%HIGH POINT IN CURB FLOWLINE ST R I P I N G N O T E S 1. A L L S T R I P I N G O N N . 7 T H A V E S H A L L B E E P O X Y P A I N T . 2. CIT Y O F B O Z E M A N S I D E S T R E E T S : A L L N E W T R A N S V E R S E P A V E M E N T M A R K I N G S , S T R I P E S 8 IN C H E S I N W I D T H O R W I D E R , W O R D S , A N D S Y M B O L S A R E T O B E I N L A I D T H E R M O P L A S T I C O R PR E F O R M E D P L A S T I C T A P E . A L L O T H E R M A R K I N G S S H A L L B E E P O X Y P A I N T . 3. A L L C U R B R A D I I A N D P R E V I O U S L Y P A I N T E D C U R B A R E T O B E P A I N T E D W I T H Y E L L O W E P O X Y . D O NO T P A I N T C U R B T H R O U G H P E D E S T R I A N R A M P S . SCALE: 1" = 5'SCALE: 1" = 5' SC A L E : 1 " = 5 ' SC A L E : 1 " = 5 ' KE V I N J A C O B S E N 13 8 9 7 11 / 2 0 2 1 RE C O R D D R A W I N G 48 0 3 . 8 2 ( A . B . ) CONTRACTOR EXTENDED VERTICAL CURB AND DOWELED INTO EXISTING ASPHALT (A.B.) 34 . 1 1 ' 79 8 . 1 3 ' 79 8 . 2 1 ' 79 7 . 9 0 ' 79 7 . 9 3 ' 79 7 . 8 6 ' 79 8 . 1 7 ' 79 8 . 3 5 ' 79 8 . 6 0 ' 79 8 . 8 7 ' 79 8 . 9 5 ' 79 8 . 8 7 ' 79 8 . 2 2 ' 79 8 . 2 6 ' 79 8 . 2 7 ' 79 8 . 2 5 ' 79 8 . 1 5 ' 79 8 . 0 6 ' 79 8 . 1 2 ' 79 8 . 3 3 ' 79 8 . 6 1 ' 79 8 . 6 0 ' 79 8 . 6 8 ' 79 8 . 4 0 ' 79 8 . 2 0 ' 79 8 . 2 7 ' 79 8 . 6 8 ' 79 8 . 4 0 ' 79 8 . 6 7 ' 79 8 . 1 0 ' 79 8 . 2 2 ' 79 8 . 1 8 ' 79 8 . 2 6 ' 79 7 . 8 0 ' 79 7 . 8 3 ' 79 8 . 4 5 ' 79 8 . 4 0 ' 4. 4 5 ' 4 . 0 0 ' 5 . 0 0 ' 6 . 1 5 ' 20 . 0 0 ' 5 . 2 9 ' 3. 5 1 ' 4 . 9 1 ' -6 . 0 7 % -5 . 9 9 % - 1 . 3 7 % -1 . 7 1 % 0.5 8 % - 3 . 9 3 % 3 . 8 9 % - 2 . 2 1 % 5.00' 4.74'3.71'4.00'4.54'4.97'5.00'6.00'4.00'-6.18%-1.50%-1.62%-5.82%-6.05%-3.97%-3.48%5.00'SHORT INTERSECTION DETAILSN. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020 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 - 2 0 1 9 M E N D E N H A L L T O D U R S T O N \ R E C O R D D R A W I N G S \ C 2 S E R I E S - C O M B I N E D . D W G P L O T T E D B Y : RO S I E N I C K E L S O N O N De c / 2 8 / 2 0 2 1 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 2 1 EN G I N E E R : P. E . N O . : DA T E : RE C O R D D R A W I N G N O T E TH I S R E C O R D D R A W I N G H A S B E E N PR E P A R E D , I N P A R T , B Y IN F O R M A T I O N P R O V I D E D B Y OT H E R S . T H E E N G I N E E R H A S N O T VE R I F I E D T H E A C C U R A C Y A N D / O R CO M P L E T E N E S S O F T H I S IN F O R M A T I O N I N A L L I N S T A N C E S AN D S H A L L N O T B E R E S P O N S I B L E FO R A N Y E R R O R S O R O M I S S I O N S TH A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N PR O V I D E D B Y O T H E R S . 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 C2.4 BO Z E M A N MONTANA CP K KD J KD J 8/2 0 1 9 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 6' W I D E V A L L E Y G U T T E R FL O W L I N E @ 0 . 5 9 % P E R C.O . B . S T D D W G 0 2 5 2 9 - 1 M A I N M E N D E N H A L L L A M M E B E A L L V I L L A R D DURSTON M A T C H E X I S T I N G SHORTDETECTABLE WARNING PLATE TO BE INSTALLED PER C.O.B. STD. DWG. NO. 02529-8.NEW PEDESTRIAN RAMPS MUST MEET ALL PROPOSED GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT-OF-WAY (PROWAG) S H O R T S T ±1.3%1.05% 0.9 0 % 0.9 5 % 15 ' R A D I U S - T B C 15' RADIUS- TBC STRIPING NOTES 1. ALL STRIPING ON N. 7TH AVE SHALL BE EPOXY PAINT.2. CITY OF BOZEMAN SIDE STREETS: ALL NEW TRANSVERSE PAVEMENT MARKINGS, STRIPES 8 INCHES IN WIDTH OR WIDER, WORDS, AND SYMBOLS ARE TO BE INLAID THERMOPLASTIC OR PREFORMED PLASTIC TAPE. ALL OTHER MARKINGS SHALL BE EPOXY PAINT.3. ALL CURB RADII AND PREVIOUSLY PAINTED CURB ARE TO BE PAINTED WITH YELLOW EPOXY. DO NOT PAINT CURB THROUGH PEDESTRIAN RAMPS. SC A L E : 1 " = 5 ' SCALE: 1" = 5' KE V I N J A C O B S E N 13 8 9 7 11 / 2 0 2 1 RE C O R D D R A W I N G CR O S S W A L K EX T E N D E D T O 8 FE E T W I D E ( A . B . ) 81 0 . 0 3 ' 81 0 . 1 2 ' 81 0 . 4 4 ' ± 4 ' ± 8 . 5 ' 7 . 1 6 ' 15 . 7 9 ' 10 . 7 0 ' 48 1 2 48 1 1 4810 4809 480 9 #4 BAR @ SPACED 18" O.C 0.5'VARIESEXISTINGCONCRETE RAMP FROM BUILDING EXISTING BEDDING MATERIALVIBRATE NEW CONCRETE DURING POUR TO ENSURE VOID FROM SLOUGHED OUT BEDDING MATERIAL IS COMPLETELY FILLEDINSTALL NEW HAND RAIL.MATCH EXISTING HANDRAIL MATERIAL,SIZE, COLOR AND CONNECTION TYPE.BUS SHELTER AREA DETAIL STA 11+00 TO 12+00N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020 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 - 2 0 1 9 M E N D E N H A L L T O D U R S T O N \ R E C O R D D R A W I N G S \ C 2 S E R I E S - C O M B I N E D . D W G P L O T T E D B Y : RO S I E N I C K E L S O N O N De c / 2 8 / 2 0 2 1 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 2 1 EN G I N E E R : P. E . N O . : DA T E : RE C O R D D R A W I N G N O T E TH I S R E C O R D D R A W I N G H A S B E E N PR E P A R E D , I N P A R T , B Y IN F O R M A T I O N P R O V I D E D B Y OT H E R S . T H E E N G I N E E R H A S N O T VE R I F I E D T H E A C C U R A C Y A N D / O R CO M P L E T E N E S S O F T H I S IN F O R M A T I O N I N A L L I N S T A N C E S AN D S H A L L N O T B E R E S P O N S I B L E FO R A N Y E R R O R S O R O M I S S I O N S TH A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N PR O V I D E D B Y O T H E R S . 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 C2.5 BO Z E M A N MONTANA CP K KD J KD J 8/2 0 1 9 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 M A I N M E N D E N H A L L L A M M E B E A L L V I L L A R D SHORTDURSTON RE S E T E X I S T I N G B I K E R A C K ON N E W C O N C R E T E IN S T A L L 3 4 L F N E W C O N C R E T E RE T A I N I N G W A L L W I T H H A N D R A I L 6" W I D E F L U S H CO N C R E T E R I B B O N C U R B RE - G R A D E A N D RE P L A C E S O D A N D IR R I G A T I O N A S NE C E S S A R Y EX I S T I N G C O N C R E T E R A M P SL O P E = ± 5 % AS P H A L T S A W C U T ( T Y P . ) BUS SHELTER RETAINING WALL WITH HAND RAIL 2 -- BU S S H E L T E R A R E A D E T A I L 1 -- KEYNOTES:INSTALL NEW DRIVE APPROACH USING EXISTING CURB TRANSITION SECTIONS.INSTALL NEW CURB AND DRIVE APPROACH PER COB STD DWG 02529-12. IN S T A L L N E W C U R B A N D DR I V E A P P R O A C H P E R C O B ST D D W G 0 2 5 2 9 - 1 2 KE V I N J A C O B S E N 13 8 9 7 11 / 2 0 2 1 RECORD DRAWING ////// ////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// / / / / / / / / / / / / // / // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ////////////////////////////////////////// // / // / ////// 6 . 0 0 ' 5 . 0 0 ' 5 . 0 0 ' 6 . 0 0 ' 6 . 0 2 ' - 6 . 0 7 % - 5 . 9 9 % -1.37% - 1 . 5 0 % - 0 . 5 8 % -3 . 9 3 % - 1 . 4 0 % -2. 2 1 % 5. 0 0 ' -3 . 8 8 % -3 . 4 9 % - 1 . 6 4 % 5.00'15.00'5.00'4.21'9.95' 79 8 . 2 5 ' 79 8 . 1 3 ' 79 8 . 4 0 ' 79 8 . 1 8 ' 79 8 . 5 6 ' 798.26'797.96'797.88'798.14'797.76'797.78'797.86'797.88'798.34'798.03'797.96'798.21'798.25'798.12'798.54'798.50' 79 8 . 6 3 ' 79 8 . 7 0 ' ±-0 . 5 0 % -0 . 5 2 % 5 . 0 0 ' 22 . 5 ' -5.13%-1.67%-6.11%-5.17%2.0' 4.0' 79 8 . 2 5 ' 1. 8 1 ' 2 . 2 6 ' 79 8 . 2 8 ' 79 8 . 2 3 ' 79 8 . 2 0 ' 79 8 . 1 2 ' 79 8 . 6 0 ' 79 8 . 6 1 ' 79 8 . 6 0 ' 79 8 . 6 8 ' 79 8 . 7 7 ' 79 8 . 8 7 ' 79 8 . 9 5 ' 79 8 . 8 5 ' 79 8 . 7 7 ' 79 8 . 6 8 ' 79 8 . 0 6 ' 79 8 . 1 5 ' 79 8 . 6 3 ' - 5 . 9 7 % - 1 . 6 7 % - 1 . 6 9 % - 1 . 6 6 % SHORT STREET: SOUTH CURB DETAILS DETAILSN. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020 PR I V A T E D R I V E W A Y A P P R O A C H TO B E C O M P L E T E D B Y O T H E R S . NO T I N C O N T R A C T . 1.5 % C R O S S S L O P E , T Y P . HI G H P O I N T BE G I N F U L L HE I G H T C O B CA T C H C U R B CU R B T R A N S I T I O N 5 10 2.5 5 0 SCALE IN FEET OR I G I N A L C O N T R A C T SA W C U T L I M I T S PR O P O S E D S A W C U T L I M I T S MATCH EXISTING ASPHALTREMOVE AND DISPOSE EXISTING ASPHALT WEST OF NEW CONCRETE ± 20SFNEW ALLEY APPROACH PER COB STD DWG NO 02529-7B RE C O R D D R A W I N G NO T E : D U E T O C H A N G E S I N T H E E L M S I T E D E S I G N , T H E E N T I R E WI D T H O F S H O R T S T R E E T W A S R E P L A C E D A N D G R A D E D T O SH E E T F R O M T H E S O U T H C U R B D O W N T O T H E N O R T H C U R B . (A . B . ) CR O S S W A L K E X T E N D E D T O 8 . 0 0 ' ( A . B . ) 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 - 2 0 1 9 M E N D E N H A L L T O D U R S T O N \ R E C O R D D R A W I N G S \ C 2 . 6 S H O R T C U R B D E T A I L S . D W G P L O T T E D B Y : R O S I E N I C K E L S O N O N D e c / 2 8 / 2 0 2 1 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 . , 2 0 2 1 EN G I N E E R : P. E . N O . : DA T E : RE C O R D D R A W I N G N O T E TH I S R E C O R D D R A W I N G H A S B E E N PR E P A R E D , I N P A R T , B Y IN F O R M A T I O N P R O V I D E D B Y OT H E R S . T H E E N G I N E E R H A S N O T VE R I F I E D T H E A C C U R A C Y A N D / O R CO M P L E T E N E S S O F T H I S IN F O R M A T I O N I N A L L I N S T A N C E S AN D S H A L L N O T B E R E S P O N S I B L E FO R A N Y E R R O R S O R O M I S S I O N S TH A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N PR O V I D E D B Y O T H E R S . RE V I S I O N S 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 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 C 2.6 BO Z E M A N MONTANA CP K KD J KD J 5/2 0 2 1 KE V I N J A C O B S E N 13 8 9 7 11 / 2 0 2 1 / / / / / / / / / / / / / / / / / / /// / / / / / / / / / / / / / / / ////////////////// // / /// /// //////// / ///////////////////////////////// // / / / / // / /// / / / /// / / / / / / / / / //////////// ////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / /// / / / /// / / / / / / / / / /// / / / /// /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //// / / /// /// /// /// /// /// / / / / / / // / / / / // / //////////// / / / // / / / / / / / / / / /// /// /// ////// /// /// /// /// /// /////////////// ////// /////////////// / / / / / / / / / / / / / / / / / / /// /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///////// //////////////////////////////////////////////////////////// /// // / / / / / / / /// /// 12SD 12SD / / / / / / / / / / / / / / / / / / /// / / / / / / / / / / / / / / / ////////////////// // / /// /// //////// / ///////////////////////////////// // / / / / // / /// / / / /// / / / / / / / / / //////////// ////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / /// / / / /// / / / / / / / / / /// / / / /// /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //// / / /// /// /// /// /// /// / / / / / / // / / / / // / //////////// / / / // / / / / / / / / / / /// /// /// ////// /// /// /// /// /// /////////////// ////// /////////////// / / / / / / / / / / / / / / / / / / /// /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///////// //////////////////////////////////////////////////////////// /// // / / / / / / / /// /// /// /// /// /// /// /// . . . . . . . . .YIEL D HE R E TO YIE L D HE R E TO Y I E L D H E R E T O VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED ASA RESULT OF INFORMATION PROVIDED BY OTHERS.2021engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\0417\063\ACAD\SHEETS-2019 MENDENHALL TO DURSTON\RECORD DRAWINGS\VILLARD-SIGN AND STRIPE.DWG PLOTTED BY:ROSIE NICKELSON ON Dec/28/2021 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net N.7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020 0417.063 MONTANA VILLARD INTERSECTION SIGNING AND STRIPING C3.1 CPK CPK KDJ 08/2019 BOZEMAN 20 4010200 SCALE IN FEET   N. 7TH AVE. W. V I L L A R D S T . NEW CONCRETE NEW PERMEABLE PAVERS 4 D-1 . 1 1 .1 S1-1 (36" X 36") W16-7P (21" X 15") WITH RRFB 3 E0.3 R1-5 36" X 36" R1-5 36" X 36" R1-5 36" X 36" S1-1 (36" X 36") W16-7P (21" X 15") WITH RRFB 3 E0.3 1 R3-2 36" X 36" NEW WHITE THERMOPLASTIC WORDS AND SYMBOLS (TYP.) WHITE SHARKS TEETH (TYP.) WHITE THERMOPLASTIC CROSSWALK BARS (TYP.) EXISTING 4" SOLID WHITE EXISTING 4" WHITE (9:15) SKIP STRIPE EXISTING 8" SOLID WHITE EXISTING 8" SOLID YELLOW EXISTING 4" WHITE (9:15) SKIP STRIPE EXISTING 8" SOLID WHITE EXISTING 8" SOLID YELLOW EXISTING 4" WHITE (9:15) SKIP STRIPE EXISTING 8" SOLID WHITE 4" DOUBLE YELLOW EPOXY (TYP.) 24" WHITE THERMOPLASTIC 12.00' 12.79' 12.80' 12.00' ±9.1' ±9.4' "NO PARKING ANY TIME" SIGNS (R7-1) ARROWS POINT TO EACH SIGN "NO PARKING ANY TIME" SIGNS (R7-1) ARROWS POINT TO EACH SIGN "NO PARKING HERE TO CORNER" SIGN PER CITY OF BOZEMAN ARROW POINTS TO N 7TH "NO PARKING HERE TO CORNER" SIGN PER CITY OF BOZEMAN ARROW POINTS TO N 7TH MDT STANDARD PIN DOWN CURB (TYP.) CONCRETE CROSSWALK PER DETAIL 4, SHEET D1.1 RESET EXISTING "STOP" AND STREET SIGNS ON NEW POLE AND BASE RESET EXISTING "STOP" AND STREET SIGNS ON NEW POLE AND BASE STRIPING NOTES 1. ALL STRIPING ON N. 7TH AVE SHALL BE EPOXY PAINT. 2. CITY OF BOZEMAN SIDE STREETS:  ALL NEW TRANSVERSE PAVEMENT MARKINGS, STRIPES 8 INCHES IN WIDTH OR WIDER, WORDS, AND SYMBOLS ARE TO BE INLAID THERMOPLASTIC OR PREFORMED PLASTIC TAPE. ALL OTHER MARKINGS SHALL BE EPOXY PAINT. 3. ALL CURB RADII, CURB BULBS AND PREVIOUSLY PAINTED CURB ARE TO BE PAINTED WITH YELLOW EPOXY. DO NOT PAINT CURB THROUGH PEDESTRIAN RAMPS. 4. INSTALL FLEXIBLE YELLOW DELINEATORS AT ALL RADIUS POINTS ON CURB BULBS. FOR INSTALLATION IN PAVER AREAS, INSTALL A NEW 4" THICK CONCRETE PAD BY TWO PAVER WIDTHS SQUARE (±9" SQUARE). NEW 8" WHITE LANE DIVIDER (TYP.) YELLOW EPOXY PAINT ON ALL NEW MEDIAN CURB NEW YELLOW CURB PAINT ON EXISTING CURB EXTENDED TO "NO PARKING" SIGN, BOTH SIDE OF THE ROAD NEW YELLOW CURB PAINT ON EXISTING CURB EXTENDED TO "NO PARKING" SIGN, BOTH SIDE OF THE ROAD NEW 4" WHITE (9:15) SKIP STRIPE NEW 4" WHITE (9:15) SKIP STRIPE NEW 8" WHITE THERMOPLASTIC NEW 8" WHITE THERMOPLASTIC KEVIN JACOBSEN 13897 11/2021 RECORD DRAWING SIGN POST REMOVED, SIGN MOUNTED ON LUMINAIRE (A.B.) SHARKS TEETH INSTALLED ~3 FT TO SOUTH OF PLAN LOCATION (A.B.) SIGN ELIMINATED FROM DESIGN (A.B) SHARKS TEETH INSTALLED ~10' SOUTH OF PLAN LOCATION (A.B.) INSTALLED 1.5' FROM FACE OF CURB, SIGN RAISED TO 10' TO BOTTOM OF SIGN (A.B.) SIGN RAISED TO 10' TO BOTTOM OF SIGN 2.2 ' ± 6' SI D E W A L K VA R I E S ( 5 . 5 ' ± ) BO U L E V A R D EA S E M E N T LIN E 1.5 % VA R I E S (1 . 5 % T Y P . ) 6" M - 4 0 0 0 R E I N F O R C E D CO N C R E T E ( 1 . 5 # F I B E R M E S H / C Y ) 6" M I N . C O M P A C T E D , O P E N - G R A D E D , C R U S H E D , A N G U L A R ST O N E A S T M N O . 5 7 (A P P R O V E D A L T E R N A T E : 6 " M I N . C O M P A C T E D 1 1 2" ( - ) B A S E ) SU B G R A D E S C A R I F I E D T O 6 " D E P T H , MO I S T U R E C O N D I T I O N E D A N D R E C O M P A C T E D TO 9 5 % O F A S T M D 6 9 8 . 4 ( M I N . ) : 1 8" M I N . C O M P A C T E D 3 " ( - ) C R U S H E D S U B - B A S E C O U R S E . TE N C A T E M I R A F I B X G 1 1 0 G E O G R I D 4" P E R M E A B L E P A V E R S , L A N D S C A P E D R A W I N G S CU R B A N D G U T T E R W H E R E N O T E D ON 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 " ( - ) CR U S H E D B A S E C O U R S E UN D I S T U R B E D S U B - B A S E C O U R S E / GE O T E X T I L E O R M A T C H E X I S T I N G SU B G R A D E S C A R I F I E D T O 6" D E P T H , M O I S T U R E CO N D I T I O N E D A N D RE C O M P A C T E D T O 95 % O F A S T M D 6 9 8 . EX I S T I N G G R A D E 2" P E R M E A B L E S E T T I N G B E D , A S T M N O . 8 6" M I N . C O M P A C T E D , O P E N - G R A D E D , CR U S H E D , A N G U L A R S T O N E A S T M N O . 57 4 (M I N . ) : 1 TE N C A T E M I R A F I RS 2 8 0 i G E O T E X T I L E MIR I F I 6 0 0 X G E O T E X T I L E A S N E E D E D T O B R I D G E C L A Y S O I L S , OR A S D I R E C T E D B Y E N G I N E E R . IF S U B - E X A N D I M P O R T E D S U B - B A S E I S R E Q U I R E D , E N G I N E E R AU T H O R I Z A T I O N I S R E Q U I R E D B E F O R E P R O C E E D I N G . V A R I E S ( 6 " M A X . ) M A T C H E X I S T I N G P A V E M E N T S E C T I O N A N D M A T E R I A L S FIN I S H E D GR A D E 5" SID E W A L K PE R P L A N PR O V I D E 3 4" C H A M F E R O N A L L EX P O S E D E D G E S 1 2 " 6 " 8" 18 " 4" M I N . 1 1 2" CRUSHED BA S E C O U R S E 2.2 ' ± 6' SID E W A L K VA R I E S ( 5 . 5 ' ± ) BO U L E V A R D EA S E M E N T LI N E 1.5 % VA R I E S (1 . 5 % T Y P . ) 6" M - 4 0 0 0 R E I N F O R C E D CO N C R E T E ( 1 . 5 # F I B E R M E S H / C Y ) 4 ( M I N . ) : 1 FIL T E R G R I D A N D ST R U C T U R A L S O I L C E L L S PE R L A N D S C A P E D E T A I L S 4" P E R M E A B L E P A V E R S , L A N D S C A P E D R A W I N G S CU R B A N D G U T T E R W H E R E N O T E D ON 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 " ( - ) CR U S H E D B A S E C O U R S E UN D I S T U R B E D S U B - B A S E C O U R S E / GE O T E X T I L E O R M A T C H E X I S T I N G EX I S T I N G G R A D E 2" P E R M E A B L E S E T T I N G B E D , A S T M N O . 8 4 (M I N . ) : 1 6" M I N . C O M P A C T E D , O P E N - G R A D E D , C R U S H E D , A N G U L A R ST O N E A S T M N O . 5 7 (A P P R O V E D A L T E R N A T E : 6 " M I N . C O M P A C T E D 1 1 2" ( - ) B A S E ) VARIES (6" MAX.)18"SIDEWALK PER PLAN5"FINISHED GRADE MATCH EXISTING PAVEMENT SECTION AND MATERIALSPROVIDE 3 4 " CHAMFER ON ALL EXPOSED EDGES 8"18"4" MIN. 1 1 2" CRUSHED BASE COURSE 2.2 ' ± TY P . 6' SID E W A L K VA R I E S ( 5 . 5 ' ± ) AP R O N EA S E M E N T LIN E 1.5 % VA R I E S MA T C H E X I S T I N G AT S A W C U T L I N E PE R P L A N SL O P E PE R P L A N (1 0 % M A X . ) DR I V E W A Y D R O P C U R B WH 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 " ( - ) CR U S H E D B A S E C O U R S E UN D I S T U R B E D S U B - B A S E C O U R S E / GE 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 - 4 0 0 0 R E I N F O R C E D CO N C R E T E ( 1 . 5 # F I B E R M E S H / C Y ) 6" M I N . - C O M P A C T E D 1 1 2 " ( - ) C R U S H E D C O U R S E SU B G R A D E S C A R I F I E D T O 6" D E P T H , M O I S T U R E C O N D I T I O N E D A N D RE C O M P A C T E D T O 9 5 % O F A S T M D 6 9 8 . MIR I F I 6 0 0 X G E O T E X T I L E A S N E E D E D T O B R I D G E C L A Y S O I L S , OR A S D I R E C T E D B Y E N G I N E E R . IF S U B - E X A N D I M P O R T E D S U B - B A S E I S R E Q U I R E D , E N G I N E E R AU T H O R I Z A T I O N I S R E Q U I R E D B E F O R E P R O C E E D I N G . 6" OF 1-1/2" MINUS CRUSHED BASE COURSE MATERIALASPHALTmatch existing depth 3" minimum COMPACTED SUBGRADENOTES1.ASPHALT SHALL BE TYPE B-MODIFIED, COMPACTED TO 93% RICE DENSITY AS DETERMINED BY ASTM D2041.2.BASE COARSE AND SUBGRADE SHALL BE COMPACTED TO 95% RELATIVE COMPACTION BASED UPON AASHTO T-99.3.SEAL ALL NEW ASPHALT JOINTS PER MDT STANDARD SPECIFICATIONS SECTION 403.12" OF 3" MINUS CRUSHED SUB-BASE COURSE MATERIAL (CAN ELIMINATE IF EXISTING SUB-BASE IS ADEQUATE; TO BE DETERMINED BY ENGINEER.6" OF 1-1/2" MINUS CRUSHED BASE COURSE MATERIAL7" concrete CO M P A C T E D S U B G R A D E 6" OF 3" MINUS CRUSHED SUB-BASE COURSE MATERIAL (CAN ELIMINATE IF EXISTING SUB-BASE IS ADEQUATE; TO BE DETERMINED BY ENGINEER. NO T E S  1. CO N C R E T E S H A L L B E M - 4 0 0 0 R E I N F O R C E D W I T H 1 . 5 L B S F I B E R M E S H P E R C U B I C Y A R D . 2. IN S T A L L # 4 B A R S O N A 2 ' X 2 ' G R I D A T 3 . 5 " 3. BA 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 BA S E D U P O N A A S H T O T - 9 9 . 4. BR U S H F I N I S H . C O N C R E T E C O L O R A N D F I N I S H S H A L L M A T C H A L L N E W S I D E W A L K S . 5. IN S T A L L J O I N T S P E R L A Y O U T B E L O W . ±8.5'EXISTING BLVD LANDSCAPE AREA EXISTING ASPHALT (TYP.)±2.4'±2.4'± 2" SAND SETTING BED (TYP.)EXISTING PLANTING SOIL DO NOT DISTURB EXISTING LANDSCAPE PLANTS.REPAIR LANDSCAPE AS NECESSARY NE W 4 " W I D E C O N C R E T E C U R B ( T Y P . ) #4 B A R S D R I L L E D I N T O E X I S T I N G A S P H A L T MIN 5' SPACINGEXISTING MEDIAN CURB TO REMAIN REPLACE AS NECESSARY IF DAMAGE OCCURS DURING REMOVAL OF EXISTING MEDIAN CONCRETE 2.0%2.0% PA V E R S P E R L A N D S C A P E D R A W I N G S . FIL L J O I N T S W I T H P O L Y M E R I C S A N D PE R P A V E R M A N U F A C T U R E R R E C O M M E N D A T I O N S TYPICAL SECTION DETAILSN. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020 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 R E D U C E D . L I N E BE L O W M E 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 - 2 0 1 9 M E N D E N H A L L T O D U R S T O N \ R E C O R D D R A W I N G S \ D E T A I L S - S E C T I O N S - S T A N D A R D S . D W G P L O T T E D B Y : RO S I E N I C K E L S O N O N Dec / 2 9 / 2 0 2 1 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 2 1 EN G I N E E R : P.E . N O . : DA T E : RE C O R D D R A W I N G N O T E TH I S R E C O R D D R A W I N G H A S B E E N PR E P A R E D , I N P A R T , B Y I N F O R M A T I O N PR O V I D E D B Y O T H E R S . T H E E N G I N E E R HA S N O T V E R I F I E D T H E A C C U R A C Y A N D / OR C O M P L E T E N E S S O F T H I S IN F O R M A T I O N I N A L L I N S T A N C E S A N D SH A L L N O T B E R E S P O N S I B L E F O R A N Y ER R O R S O R O M I S S I O N S T H A T M A Y B E IN C O R P O R A T E D A S A R E S U L T O F IN F O R M A T I O N P R O V I D E D B Y O T H E R S . 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 D1.1 BO Z E M A N MONTANA DS / K D J MG H KD J 08 / 2 0 1 9 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 MA 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 LIN E . RE 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 IF 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 IF 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 IF 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 EN 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 LO 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 . WH 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 . TY P . S E C T I O N - S I D E W A L K A N D B O U L E V A R D W I T H O U T S O I L C E L L S 1 -- TY P . S E C T I O N - D R I V E W A Y A P P R O A C H 3 -- VE 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 -- KE Y N O T E S : TY P . S E C T I O N - S I D E W A L K A N D B O U L E V A R D W I T H S O I L C E L L S 2 -- VERTICAL CURB - SIDEWALK BELOW ADJACENT IMPROVEMENTS 5 --ASPHALT PAVEMENT SECTION CO N C R E T E C R O S S W A L K S E C T I O N 6 -- 7 --1' BORDER 6'SCORE JOINTS 3' X 3' GRID (TYP.)CURB AND GUTTER PER PLAN8'MEDIAN PAVERS AND LANDSCAPE CURB 8 --MIRIFI 600X GEOTEXTILE AS NEEDED TO BRIDGE CLAY SOILS,OR AS DIRECTED BY ENGINEER.IF SUB-EX AND IMPORTED SUB-BASE IS REQUIRED, ENGINEER AUTHORIZATION IS REQUIRED BEFORE PROCEEDING. KE V I N J A C O B S E N 13 8 9 7 11 / 2 0 2 1 RE C O R D D R A W I N G WA S H E D R O C K W A S U S E D T O B A C K F I L L S O I L CE L L E X C A V A T I O N U N D E R C O N C R E T E ( A . B . ) FL O W A B L E F I L L W A S U S E D T O B A C K F I L L S O I L CE L L E X C A V A T I O N I N A L L A R E A S U N D E R PA V E R S A N D A D J A C E N T T O T H E C U R B . ( A . B . ) CO R P O R A T I O N ST O P TR E N C H BO T T O M WA T E R S E R V I C E PI P E ( 3 / 4 " Ø M I N . ) 1 2 3 4 6" ( M I N ) GE N E R A L N O T E S : 1. WA T E R SE R V I C E LI N E S SH A L L HA V E A MI N I M U M CO V E R OF 6.5 ' (7 8 " ) AS ME A S U R E D FR O M TH E EX I S T I N G GR O U N D SU R F A C E , EX C E P T TH A T CO V E R SH A L L BE ME A S U R E D FR O M TH E CE N T E R L I N E ST R E E T GR A D E WH E N SE R V I C E LI N E S AR E LA I D TO A ST R E E T SI D E TH A T HA S AN UP H I L L SL O P E . WA T E R S E R V I C E L I N E S S H A L L H A V E A M A X I M U M C O V E R O F 7 . 5 ' ( 9 0 " ) A T T H E C U R B S T O P . 2. WA T E R S E R V I C E L I N E S S H A L L B E I N S T A L L E D W H E R E S H O W N O N T H E D R A W I N G S O R A S S P E C I F I E D . 3. BE D D I N G S H A L L B E O N E I N C H ( 1 " ) D I A M E T E R M A X I M U M W I T H I N S I X I N C H E S ( 6 " ) O F S E R V I C E P I P E . 4. IN S T A L L C U R B S T O P S O T H A T O P E R A T I N G K E Y I S P A R A L L E L T O S T R E E T I N O F F - P O S I T I O N . DE T A I L O F A PR O P E R L Y I N S T A L L E D CO R P O R A T I O N S T O P . TA P M A I N A T S P R I N G L I N E . SE L E C T M A T E R I A L B A C K F I L L A R E A (SE E S P E C I F I C A T I O N S ) 11 ' - 6 " (T Y P ) CU R B S T O P BA S E MA T E R I A L PR O V I D E 5 ' ST A T I O N A R Y RO D I N A L L CU R B B O X E S CU R B B O X 2'- 6 " 1'- 0 " 4'- 0 " ST E E L P O S T MA R K E R PA I N T E D B L U E GR O U N D SU R F A C E PR O P E R T Y L I N E OR E A S E M E N T 1'- 0 " 5' S I D E W A L K (T Y P ) 5'- 6 " B O U L E V A R D (T Y P ) ST R E E T SU R F A C E 6'- 6 " CO V E R (M I N ) TA P B Y CO N T R A C T O R WA T E R M A I N SE E D E T A I L BE L O W NO C O U P L I N G S O R O T H E R J O I N T S A R E A L L O W E D O N S E R V I C E P I P E F R O M CO R P O R A T I O N S T O P T O C U R B S T O P F O R 3 / 4 " A N D 1 " S E R V I C E S . ST R A I G H T C O P P E R P I P E S H A L L B E U S E D F O R 1 - 1 / 2 " A N D 2 " S E R V I C E S . / / / / / / / / / / / / / / / /// ///////////////////// /// /// /// /// /////////////////////////////////////// W W W W W W W 1" S T O P A N D W A S T E DR A I N V A L V E 1" L I N E T O ME T E R P I T 1" L I N E T O PR V / B F P 1" S T O P AN D W A S T E DR A I N V A L V E CU R B B O X 6'- 6 " CO V E R (M I N ) BA S E MA T E R I A L SE E D E T A I L BE L O W WATER SERVICE DETAILSN. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020 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 - 2 0 1 9 M E N D E N H A L L T O D U R S T O N \ R E C O R D D R A W I N G S \ D E T A I L S - W A T E R . D W G P L O T T E D B Y : RO S I E N I C K E L S O N O N De c / 2 9 / 2 0 2 1 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 2 1 EN G I N E E R : P. E . N O . : DA T E : RE C O R D D R A W I N G N O T E TH I S R E C O R D D R A W I N G H A S B E E N PR E P A R E D , I N P A R T , B Y IN F O R M A T I O N P R O V I D E D B Y OT H E R S . T H E E N G I N E E R H A S N O T VE R I F I E D T H E A C C U R A C Y A N D / O R CO M P L E T E N E S S O F T H I S IN F O R M A T I O N I N A L L I N S T A N C E S AN D S H A L L N O T B E R E S P O N S I B L E FO R A N Y E R R O R S O R O M I S S I O N S TH A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N PR O V I D E D B Y O T H E R S . 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 D2.1 BO Z E M A N MONTANA CR N KD J 4/2 0 1 9 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 WA T E R S E R V I C E L I N E D E T A I L 1 -- WA T E R S E R V I C E L I N E C O N N E C T I O N D E T A I L 2 -- WATER SERVICE LINE PLAN VIEW 5 --FORD WATER METER COIL PIT SETTERLOK ROK GLRN2 SEE DETAIL 1" WATER SERVICE TAP SEE DETAIL THIS PAGE 2 W. BEALL STREET N . 7 T H A V E . 1,2 D2.2 3 D2.2STOP AND WASTE DRAIN VALVE SEE DETAIL THIS PAGE ST O P A N D W A S T E C U R B B O X D E T A I L 3 -- ST O P A N D W A S T E D R A I N V A L V E D E T A I L 4 -- 3,4NOTE:IRRIGATION METER PIT PER CITY OF BOZEMAN DETAIL NO. 02260-18 AND NO. 02260-19. KE V I N J A C O B S E N 13 8 9 7 11 / 2 0 2 1 RE C O R D D R A W I N G WA T E R M A I N WA S F O U N D 5 ' BE L O W F I N I S H GR A D E ( A . B . ) 2 S H E E T S O F 2 " 6 0 P S I FO A M B O A R D I N S U L A T I O N PL A C E D A P P R O X I M A T E L Y 8 I N C H E S A B O V E C O P P E R PIP E REFER TO LANDSCAPE SHEETS FOR HAND HOLE BOXES IRRIGATION WATER METER PLAN VIEW (A.B.)IMAGE TAKEN FROM NORTH WEST OF METER PIT (A.B.) 30"2 (51) MOUNTING HIN G E HINGED STYLE B F P C L 14" LOCKING DETAILLIFT OFF STYLE (2 PLACES)HINGED STYLE (1 PLACE)ANCHORING STAPLEPADLOCK(BY OTHERS)SLOT THROUGH THEENCLOSURE FLANGE 40" 14" PRESSURE REDUCING V A L V E - S E T T O 7 0 P S I 1" WILKINS MODEL 70 O R A P P R O V E D E Q U A L 30"30"1" 375 RPWILKINS175 PSIG 180°F PRESSURE GA U G E ( T Y P ) BALL VALVE (TYPIC A L ) 1" WILKINS 375XL OR APPRO V E D EQUAL B.F.P. (TYP)PRESSURE GAUGE (TYP)BALL VALVE (TYPICAL)LOK ROK GLRN2ENCLOSURE H U B B E L L G P G L R 2 F I B E R G L A S S P A D E X I S T I N G G R O U N D C A S T I R O N F L A T L O C K L E S S L I D F O R D 1 8 " D I A S I N G L E S E T T I N G C O I L P I T S E T T E R P F C B B - 4 8 8 - 1 8 - 7 8 - F P - N L O R A P P R O V E D E Q U A L I N S U L A T I N G F O A M D I S C 1 " W A T E R M E T E R P E R C O B 1 " F U L L P O R T S I N G L E S E T T I N G , I N L E T & O U T L E T A R E F P A N G L E B A L L V A L V E 1 F O O T O F 1 " M I N U S C O M P A C T E D W A S H E D R O C K F O R D R A I N A G E P I T D E P T H 7 8 " W A T E R S E R V I C E 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 2 0 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-2019 MENDENHALL TO DURSTON\RECORD DRAWINGS\DETAILS-WATER.DWG PLOTTED BY:ROSIE NICKELSON ON Dec/28/2021 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 2 1 ENGINEER: P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 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 2 . 2 B O Z E M A N M O N T A N A C R N K D J 0 8 / 2 0 1 9 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 LOK ROK GLRN2 ENCLOSURE PROFILE VIEW1--LOK ROK GLRN2 ENCLOSURE DETAILS2-- F O R D S I N G L E S E T T I N G C O I L M E T E R P I T D E T A I L 3 - - K E V I N J A C O B S E N 1 3 8 9 7 1 1 / 2 0 2 1 R E C O R D D R A W I N G 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 2 0 INCOMING ELECTRICAL SERVIC E DIVISION OF RESPONSIBILITYELEC.CONTR.UTILITYCO.PRIMARY CONDUITXPRIMARY CONDUCTORSXPOLE MOUNTTRANSFORMERXPOLE RISERXTRANSFORMERCONNECTIONSXSECONDARY CONDUITXSECONDARYCONDUCTORSXDISCONNECTXMETER BASEXMETERXNOTES:1. CONTACT AND COORDINATE ALL REQUIREMENTS AND RESPONSIBILITIES WITH SERVING UTILITY COMPANIES PRIOR TO SUBMITTING BID2. ALL SERVICE INSTALLATION WORK SHALL BE IN STRICT COMPLIANCE WITH THE REQUIREMENTS OF THE SERVING UTILITIES.POWER CONTACT:DUSTIN WORKMANNORTHWESTERN ENERGYBOZEMAN, MT(406) 583-8118MORRISON MAIERLE, INC. HAS CONTACTED THE UTILITIES BUT HAS NOT RECEIVED INWRITING THE FINAL REQUIREMENTS FROM THE POWER UTILITY.THESE DRAWINGS INDICATE OUR BEST ESTIMATION OF THEIR REQUIREMENTS. PRIO R T O BID CONTACT THE UTILITIES AND OBTAIN IN WRITING THEIR REQUIREMENTS.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 METER SEE DETAIL 2/E0.3.METERLINE BREAKHANDHOLE SEE DETAIL 6/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 PANELBOARD BREAKERCONTACTOR1. 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 FI 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-1,3,5MMHH1PAJC 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 A L L E L E C T R I C A L S E R V I C E W O R K W I T H N O R T H W E S T E R N E N E R G Y . O W N E R P A Y S A L L F E E S , C O N T R A C T O R D O E S A L L S C H E D U L I N G A N D C O O R D I N A T I O N O F N O R T H W E S T E R N E N E R G Y W O R K . C O N T A C T L I N D A G A L E ( P H : 4 0 6 - 5 8 2 - 4 6 0 8 ) A T N W E F O R U T I L I T Y I N F O R M A T I O N . I T I S T H E S O L E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R T O E N S U R E A L L S C H E D U L E S A R E M E T . 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 A 1 3 5 W L E D E X I S T I N G L U M I N A I R E F R O M C I T Y S T O R A G E : 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 O L T S . R E F E R T O D E T A I L S 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 E X I S T I N G L U M I N A I R E S . ) 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 O L T S . R E F E R T O D E T A I L S 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 3 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 E X I S T I N G 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 ( 2 ) E X I S T I N G E 2 A 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-2019 MENDENHALL TO DURSTON\RECORD DRAWINGS\E0.1.DWG PLOTTED BY:ROSIE NICKELSON ON Jan/03/2022 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 2 2 ENGINEER: P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 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 0 8 / 2 0 1 9 A M Y G A L T 3 0 6 0 5 1 1 / 2 0 2 1 R E C O R D D R A W I N G 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 2 0 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 , U N L E S S A D J A C E N T T O S T R A T A V A U L T W H E R E D E P T H I S B A S E D O N N U M B E R O F S T R A T A V A U L T C O U R S E S . 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 . * * * * * * * * * * * * * * * P O W E R C O N D U I T T R E N C H S A N D 6 " B E L O W & 8 " A B O V E C O N D U I T . C O M P A C T T O 9 0 % R E L A T I V E D E N S I T Y . C O M P A C T B A C K F I L L T O 9 5 % O F R E L A T I V E D E N S I T Y . 9 5 % O F T - 9 9 A C R O S S R O A D W A Y S E D G E O F T R E N C H T O B E 3 6 " M I N . F R O M E D G E O F W A T E R O R S E W E R N E W T O P S O I L 3 6 " M I N 4 0 " M A X E X I S T I N G T O P S O I L U N D I S T U R B E D E A R T H 1 2 " M I N . S H O W S E P A R A T E 6 " W I D E M A R K I N G T A P E 1 5 - 1 8 " B E L O W F I N I S H E D G R A D E P A V E R S 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 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 T O S I T L E V E L O N P A V E R S 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 * * * 1 5 " S Q . 1 8 " Ø ( 4 ) # 5 * # 3 A T 1 0 " O . C . 4 ' - 0 " 4 ' - 0 " 7 ' - 0 " 7 ' - 0 " 7 ' - 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 . T Y P I C A L T R E N C H D E T A I L N O S C A L E S C A L E : 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 . E 0 . 2 5 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 TYPICAL PULL BOX DETAILNO SCALESCALE:E0.2 1 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 C O N T R A C T O R S H A L L P R O V I D E L I K E V E G E T A T I O N D I S T U R B E D B Y T R E N C H O R P A T C H A N D R E - P A V E A S N E E D E D T O M A T C H A D J A C E N T S U R F A C E 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-2019 MENDENHALL TO DURSTON\RECORD DRAWINGS\E0.2-3.DWG PLOTTED BY:ROSIE NICKELSON ON Jan/03/2022 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 2 2 ENGINEER: P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 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 0 8 / 2 0 1 9 B2BULLETIN #209/18/2020CPK 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 REQUIRED. ELECTRICAL BOND, NO.6 AWGPROVIDE 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 CON D U I T F O R F U T U R E L U M I N A I R E 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.CITY LIGHTING S A N D B A S E M A T E R I A L S Q U A R E C O N C R E T E F O R M A R O U N D A N C H O R B O L T S . P R O V I D E A T L E A S T 3 " O F C O N C R E T E A R O U N D A N C H O R B O L T S . HOLD DOWN BOLTS R E I N F O R C E D S T O P S 3 " B E L O W N E C K . 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 6 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 . 3 / 4 " 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 1 " P V C T O 3 / 4 " R G S T O H A N D H O L E L B C O N D U I T A D J A C E N T T O H A N D H O L E O N P O L E E X I S T I N G H A N D H O L E O N E X I S T I N G P O L E 3 / 4 " R G S T R A N S I T I O N T O 3 / 4 " P V C E X I S T I N G L U M I N A I R E U N D E R G R O U N D F E E D D E T A I L N O S C A L E S C A L E : E . 0 2 2 2 C O U R S E S C O U R S E S : 9 . 5 ' F R O M F G 3 C O U R S E S : 1 0 . 5 ' F R O M F G A M Y G A L T 3 0 6 0 5 1 1 / 2 0 2 1 R E C O R D D R A W I N G 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 2 0 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-2019 MENDENHALL TO DURSTON\RECORD DRAWINGS\E0.2-3.DWG PLOTTED BY:ROSIE NICKELSON ON Jan/03/2022 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 2 2 ENGINEER: P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 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 0 8 / 2 0 1 9 1"C TO LIGHTING2"C.O TO TRANSFORMER FINISHED GRADE NEMA 3R LIGHTING CONTROL ENCLOSURE WITH DEFINITEPURPOSE LIGHTING CONTACTORS CONTROLLED VIA POST TOPPHOTOCELL AND TIMECLOCK (INTEGRAL TO METER PEDESTALUNIT) CONTACTOR SHALL BE SIZED TO ACCOMMODATE ALLCIRCUITS SHOWN ON PANEL SCHEDULE METER BASE PEDESTAL WITH120/240V, 1Ø 100A DISCONNECTPER UTILITY REQUIREMENTS.MILBANK, CP2B51115ASP WITHBASE: CP-16PDMNT-CALTMETER BASE DETAILSCALE:INTEGRAL LOAD CENTERE0.3 2 CONCRETE BASENOTE:CONTRACTOR SHALL PROVIDE 1-1" SPAR E C . O . STUBBED TO OUTSIDE CONCRETE PAD.GND PER NECNO SCALE PHOTOCELL MOUNTED ONRGS CONDUIT AT 8FT AFGSECURE CONDUIT TO SIDE OFMETER PEDESTALLB INTO SIDE OF PEDESTAL (1) 2" C.O.PER UTILITYREQUIREMENTS 120/240V, 1P, 3W,POLE MOUNT XFMRBY UTILTY200A METER PEDESTAL WITH100A MAIN BREAKER (TYP).SEE DETAIL 1/E0.3TYPICAL ONE-LINE DIAGRAMNO SCALESCALE:E0.3 1 4 " 3 ' 4 " S I G N S A N D F L A S H E R O N B O T H S I D E S O F P O L E . S I G N B A C K - B R A C I N G I S R E Q U I R E D . 4 " R R P B C O N T R O L L E R W I T H W I R E L E S S M O D U L E . M O U N T T O P O L E . S I G N S A N D F L A S H E R O N B O T H S I D E S O F P O L E . S I G N B A C K - B R A C I N G I S R E Q U I R E D . R E C T A N G U L A R R A P I D F L A S H B E A C O N ( R R F B ) S C A L E : E 0 . 3 3 N O S C A L E C E N T E R I S L A N D R R F B C R O S S W A L K R R F B 5 5 W , 4 8 A H S O L O R P A N E L R R P B C O N T R O L L E R W I T H W I R E L E S S M O D U L E . M O U N T T O P O L E . 5 5 W , 4 8 A H S O L A R P A N E L P E D E S T R I A N C R O S S I N G S I G N ( S 1 - 1 ) B I - D I R E C T I O N A L L E D F L A S H E R S E E S P E C I F I C A T I O N S A R R O W S I G N M O U N T O N B O T H S I D E S O F P O L E . ( W 1 6 - 7 P ) P U S H B U T T O N W I T H I N S T R U C T I O N S I G N S E E S P E C I F I C A I T O N S P E D E S T R I A N C R O S S I N G S I G N ( S 1 - 1 ) 3 ' 4 " P U S H B U T T O N W I T H I N S T R U C T I O N S I G N S E E S P E C I F I C A T I O N S B I - D I R E C T I O N A L L E D F L A S H E R S E E S P E C I F I C A T I O N S P O L E & B A S E C O L L A R A S S E M B L Y C A S T A L U M I N U M B A S E U S E G R A D E 6 0 R E I N F O R C I N G S T E E L S L O P E G R O U N D A R O U N D F O U N D A T I O N A S R E Q U I R E D . N O P A R T O F T H E F O U N D A T I O N O R A N C H O R B O L T S M A Y P R O T R U D E M O R E T H A N 4 " A B O V E G R O U N D A F T E R B R E A K A W A Y . 6 " C L A S S " G E N E R A L " C O N C R E T E F O U N D A T I O N 3 " 2 ' 0 " FOUR #4 REBAR HOOPS 3'0" 4'0" 2 " S E C T I O N A - A A A # 6 R E B A R ( 3 ' 7 " L O N G ) ( 8 T Y P I C A L ) # 4 R E B A R H O O P S A T 1 ' 0 " C E N T E R S A N C H O R B O L T C I R C L E 2 1 2 " C L E A R A N C E 1'4 " L A P ( 4 T Y P I C A L ) 3 / 4 " D I A . x 1 8 " L O N G x 3 " A N C H O R B O L T ( G A L V A N I Z E D ) 4 1 2 " O . D . S T A N D A R D S T E E L P I P E T Y P E 1 - 2 0 0 P O L E R R F B M O U N T I N G B A S E P O L E & B A S E C O L L A R A S S E M B L Y C A S T A L U M I N U M B A S E 4 1 2 " O . D . S T A N D A R D S T E E L P I P E T Y P E 1 - 2 0 0 P O L E A M Y G A L T 3 0 6 0 5 1 1 / 2 0 2 1 R E C O R D D R A W I N G 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 2 0 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-2019 MENDENHALL TO DURSTON\RECORD DRAWINGS\E0.2-3.DWG PLOTTED BY:ROSIE NICKELSON ON Jan/03/2022 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 2 2 ENGINEER: P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 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 . 4 B O Z E M A N M O N T A N A A R G A R G K D J 8 / 2 0 1 9 A M Y G A L T 3 0 6 0 5 1 1 / 2 0 2 1 R E C O R D D R A W I N G /////////////////////////////////////////////////////////////////////////// /// /// /// /// /// /// /// ///////// /// // / /// /// ////// / / / // / // / // / / / / / / / /// /// / / / / / / // / // / // / /// // / // / // / / / / // / // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / / / / / / / / / / /// /// / / / / / / // / // / /// // / // / // / / / / /// /// /// /// /// / / / /// /// /// /// /// / / / / / / / / / // / // / /// /// /// G G G G G G G G G G ////// MATCHLINE STA 15+00 ///////////////////////////////////////////// // / / / / / / / // / // / // / / / / / / / // / /// /////////////// /// /// /// /// /// /// /// /// /// ///////// // / // / /// //////////////////////// /// /// /// /// /// /// /// /// /// /// G G G GGG G GGG G MATCHLINE STA 15+00 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 . E X I S T I N G L U M I N A I R E T O R E M A I N . 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 A S S O C I A T E D O V E R H E A D W I R I N G A N D R E - F E E D V I A U N D E R G R O U N D C I R C U I T A S N O T E D O N E 1 . 1 A N D D E T A I L 3 O N E 0 . 2 . E X I S T I N G L U M I N A I R E T O R E M A I N . . C O O R D I N A T E W I T H U T I L I T Y T O D E M O E X I S T I N G O V E R H E A D S E R V I C E A N D S E R V I C E P O L E . 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 . E X I S T I N G L U M I N A I R E T O R E M A I N . C O O R D I N A T E W I T H U T I L I T Y A S S O C I A T E D O V E R H E A D W I R I N G A N D R E - F E E D V I A U N D E R G R O U N D C I R C U I T A S N O T E D O N E 1 . 3 A N D D E T A I L O N E 0 . 2 . C O O R D I N A T E W I T H U T I L I T Y T O D I S C O N N E C T A N D R E M O V E E X I S T I N G C R O S S W A L K S I G N A L U T I L I T Y S E R V I C E . D I S C O N N E C T A N D R E M O V E E X I S T I N G P E D E S T R I A N C R O S S I N G L I G H T C O N T R O L L E R . D I S C O N N E C T A N D R E M O V E E X I S T I N G P E D E S T R I A N C R O S S L I G H T A N D A S S O C I A T E D C O N D U C T O R S . P R O V I D E N E W W I R E L E S S R R F B S Y S T E M A S N O T E D O N E 1 . 2 . K E Y N O T E S N O R T H 7 T H A V E N U E 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-2019 MENDENHALL TO DURSTON\RECORD DRAWINGS\E0.5.DWG PLOTTED BY:ROSIE NICKELSON ON Jan/05/2022 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 2 2 ENGINEER: P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 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 . 5 B O Z E M A N M O N T A N A A R G A R G K D J 0 8 / 2 0 1 9 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 2 0 NORTH 7TH AVENUE A M Y G A L T 3 0 6 0 5 1 1 / 2 0 2 1 R E C O R D D R A W I N G NORTH 7TH AVENUE /////////////////////////////////////// // / // / /// /// //////////// /// /// /// /// /////////////////////////////////////////////////////////////// / / / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / / / / /// /// /// /// / / / // / // / / / / /// /// /// /// /// / / / // / // / / / / / / / // / // / // / / / / / / / // / // / // / / / / / / / // / // / // / / / / / / / // / / / / /// /// /// MATCHLINE STA 7+50 2 - # 1 0 C U A N D 1 - # 1 0 C U G N D I N 1 " C . 2 - # 1 0 C U A N D 1 - # 1 0 C U G N D I N 1 " C . E X I S T I N G U T I L I T Y P O L E 2 - # 1 0 C U A N D 1 - # 1 0 C U G N D I N 1 " C . N O R T H 7 T H A V E N U E N.I. C 2 " C . O . P R O V I D E P U L L B O X F O R F U T U R E S O U T H E X T E N S I O N ///////////////////////////////// // / // / / / / / / / // / // / // / / / / / / / /// /// ///////// / / / // / // / // / / / / /// //////////// // / // / /// // / // / / / / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /////////////// /// /// /// // / // / / / / / / / // / / / / / / / /// /// // / // //// G G G G G G G MATCHLINE STA 7+50 EXISTING UTI L I T Y P O L E NO R T H 7 T H A V E N U E 2 - # 1 0 C U A N D 1 - # 1 0 C U G N D I N 1 " C . I R R I G A T I O N C O N T R O L L E R S E E I R R I G A T I O N S H E E T S 2 - # 8 C U A N D 1 - # 1 0 C U G N D I N 1 " C . MATCHLINE STA 10+50 E L E C T R I C A L P L A N S T A 4 + 2 5 T O S T A 1 0 + 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 2 0 F U T U R E T Y P E E 1 L U M I N A I R E M O U N T E D T O N E W S I G N A L S T A N D A R D . S H O W N F O R R E F E R E N C E O N L Y . C O N N E C T E X I S T I N G P O L E L I G H T T O N E W C I R C U I T A S N O T E D . R E F E R T O D E T A I L 2 O N S H E E T E 0 . 2 P R O V I D E ( 1 ) 3 " C O N D U I T A N D B O R E O R T R E N C H P E R U T I L I T Y R E Q U I R E M E N T S B A C K T O U T I L I T Y P O L E . 2 - # 8 C U F O R M 9 - 7 A N D 2 - # 8 C U F O R M 9 - 1 A N D 1 - # 1 0 C U G N D I N 2 " C . 2 - # 1 0 C U A N D 1 - # 1 0 C U G N D I N 1 " C . C H R I S T M A S L I G H T R E C E P T A C L E . S E E D E T A I L 6 O N E 0 . 2 . 2 - # 8 C U F O R M 1 0 - 2 A N D 2 - # 1 0 F O R M 1 0 - 4 A N D 1 - # 1 0 C U G N D I N 2 " C . 2 - # 1 0 C U F O R M 1 0 - 2 A N D A N D 2 - # 1 0 F O R M 1 0 - 4 A N D 1 - # 1 0 C U G N D I N 2 " C . 2 - # 6 C U F O R M 1 0 - 1 ; 2 - # 6 C U F O R M 1 0 - 3 A N D 1 - # 8 C U G N D I N 2 " C . A N D 2 - # 8 C U F O R M 1 0 - 7 ; 2 - # 8 C U F O R M 1 0 - 9 ; A N D 1 - # 8 C U G N D I N 2 " C . 2 - # 6 C U F O R M 1 0 - 1 ; 2 - # 6 C U F O R M 1 0 - 3 A N D 1 - # 8 C U G N D I N 2 " C . A N D 2 - # 8 C U F O R M 1 0 - 5 ; 2 - # 8 C U F O R M 1 0 - 7 ; 2 - # 8 C U F O R M 1 0 - 9 ; A N D 1 - # 8 C U G N D I N 2 " C . F U T U R E 2 " C F O R S I D E W A L K I M P R O V E M E N T S T O T H E S O U T H . 2 - # 8 C U F O R M 9 - 7 A N D 2 - # 8 C U F O R M 9 - 1 A N D 2 - # 8 C U F O R M 9 - 3 A N D 1 - # 1 0 C U G N D I N 2 " C . K E Y N O T E S 1 . R E F E R T O S H E E T G - 2 F O R O V E R A L L P R O J E C T P L A N 2 . C O N T R A C T O R S H A L L V E R I F Y E X I S T I N G F I B E R L I N E S A N D C O O R D I N A T E W I T H U T I L I T Y T O A D J U S T R O U T I N G A S N E E D E D . 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-2019 MENDENHALL TO DURSTON\RECORD DRAWINGS\E1.1.DWG PLOTTED BY:ROSIE NICKELSON ON Jan/05/2022 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 2 2 ENGINEER: P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 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 0 8 / 2 0 1 9 B2BULLETIN #209/18/2020CPK 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 A M Y G A L T 3 0 6 0 5 1 1 / 2 0 2 1 R E C O R D D R A W I N G M E N D E N H A L L A N D N . 7 T H I N T E R S E C T I O N I N C L U D E D I N T O P R O J E C T , R E F E R T O S H E E T E 2 . 1 2 0 ' O F 2 " P V C ( F U T U R E ) 2 @ 2 7 1 ' O F A W G 6 ( F U T U R E L I G H T S ) ( A . B . ) 1 7 ' O F 1 " P V C 4 ' O F F L E X 2 @ 2 3 ' O F A W G 1 0 2 3 ' O F A Q G 1 0 G R N ( A . B . ) 2 2 ' O F 1 " P V C 2 @ 1 5 3 ' O F A W G 6 2 7 ' O F A W G 8 G R N ( A . B . ) 5 3 ' O F 1 " P V C 4 ' O F F L E X 2 @ 5 9 ' O F A W G 1 0 5 9 ' O F A W G 1 0 G R N ( A . B . ) 2 @ 1 1 2 ' O F 2 " A W G 1 1 4 ' O F A W G 8 G R N 1 1 4 ' O F A W G 8 G R N ( A . B . ) 7 ' O F 2 " P V C 2 @ 2 9 2 O F A W G 6 1 2 ' O F A W G 8 G R N ( A . B . ) 5 0 ' O F 1 " P V C 4 ' O F F L E X 2 @ 5 6 ' O F A W G 1 0 5 6 ' O F A W G 1 0 G R N ( A . B . ) 2 @ 1 4 4 ' O F 2 " P V C 1 4 6 ' O F A W G 8 G R N 2 @ 1 4 6 ' O F A W G 8 1 4 6 ' O F A W G 8 G R N ( A . B . ) 6 ' O F 2 " P V C 2 @ 1 4 8 ' O F A W G 6 1 1 ' O F A W G G R N ( A . B . ) 1 2 ' O F 1 " P V C 4 ' O F F L E X 2 @ 1 9 ' O F A W G 1 0 1 9 ' O F A W G 1 0 G R N ( A . B . ) 6 2 ' O F 1 " P V C 4 ' O F F L E X 2 @ 6 9 ' O F A W G 1 0 6 9 ' O F A W G 1 0 G R N ( A . B . ) 1 5 ' O F 1 " P V C 4 ' O F F L E X 2 @ 2 2 ' O F A W G 1 0 2 2 ' O F A W G 1 0 G R N ( A . B . ) 3 7 ' O F 2 " P V C 2 @ 8 3 ' O F A W G 1 0 8 3 ' O F A W G 1 0 G R N ( T R E E S ) ( A . B . ) 1 1 8 ' O F 2 " P V C ( A . B . ) 7 1 ' O F 3 " P V C ( A . B . ) 3 7 ' O F 3 " P V C 3 9 ' O F A W G 1 0 G R N 2 @ 4 2 ' O F A W G 1 0 4 2 ' O F A W G 1 0 G R N ( A . B . ) 3 7 ' O F 2 " P V C 3 9 ' O F A W G 1 0 G R N ( L I G H T S ) ( A . B . ) 8 ' O F 2 " P V C 2 @ 9 3 ' O F A W G 8 ( A . B . ) 6 7 ' O F 1 " P V C 4 ' O F F L E X 2 @ 7 4 ' O F A W G 1 0 7 4 ' O F A W G 1 0 G R N ( T R E E S ) ( A . B . ) 1 0 4 ' O F 1 " P V C 3 ' O F F L E X 2 @ 1 1 1 ' O F A W G 1 0 1 1 1 ' O F A W G 1 0 G R N ( A . B . ) 1 2 1 ' O F 2 " P V C 1 2 3 ' O F A W G 1 0 G R N ( A . B . ) 2 " B O R E 8 6 ' ( A . B . ) 1 0 ' O F 1 " P V C 2 @ 2 7 0 ' O F A W G 8 2 7 0 ' O F A W G 8 G R N ( A . B . ) 7 ' O F 2 " P V C 2 @ 9 3 ' O F A W G 8 ( A . B . ) 74' OF 3" PVC ( B O R E ) (A.B.)39' OF 3" PVC43' OF AWG 8 GRN (A.B.)2 @ 92' OF 2" PVC94' OF AWG 8 GRN2 @ 140' AWG 82 @ 408' AWG 894' OF AWG 8 GRN(A.B.)24' OF 2" PVC2 @ 72' OF AWG 1029' OF AWG 8 GRN(A.B.)39' OF 1 " P V C 4' OF F L E X 2 @ 46 ' O F A W G 1 0 46' OF A W G 1 0 G R N (A.B.)14 5 ' O F 2 " P V C ( A . B . ) 8 ' O F 2 " P V C 2 @ 1 8 9 ' O F A W G 1 0 1 8 9 ' O F A W G 8 G R N 2 @ 1 9 0 ' O F A W G 1 0 ( A . B . ) 1 5 ' O F 1 " P V C 4 ' O F F L E X 2 @ 2 2 ' O F A W G 1 0 2 2 ' O F A W G 1 0 G R N ( A . B . ) 7 7 ' O F 2 " P V C 2 @ 5 7 9 ' O F A W G 8 8 4 ' O F A W G 1 0 G R N ( I R R I G A T I O N C O N T R O L ) ( A . B . ) 7 ' O F 2 " P V C 2 @ 4 4 0 ' O F A W G 8 1 2 ' O F A W G 1 0 G R N ( A . B . ) 1 6 2 ' O F 2 " P V C ( B O R E ) 1 6 4 ' O F A W G 1 0 G R N ( A . B . ) 8 ' O F 2 " P V C 2 @ 1 5 2 ' O F A W G 8 1 2 ' O F A W G 1 0 G R N ( A . B . ) 52' OF 2" PVC54' OF AWG 10 GRN(A.B.)72' OF 2" OF PVC74' OF AWG 10 GRN(A.B.) //////////// /// /// /// /// /// /// /// /// /// /// /// /// ///////////////////////////////////////////////////////////////////// / / / // / // / / / / / / / ////// // / // / / / / //////////////////////////////////// / / / // / // / // / / / / / / / // / // / // / /// /// / / / /// /// /// /// ///////////////////////////////// /// /// /// SS SS / / / // / // / / / / /// /// /// /// ////// /// /// / / / // / // / // / / / / /// /// /// /// G G G G G G /// /// /// E L E C T R I C A L P L A N S T A 1 0 + 5 0 T O S T A 1 4 + 0 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 2 0 P R O V I D E ( 1 ) 3 " C O N D U I T A N D B O R E O R T R E N C H P E R U T I L I T Y R E Q U I R E M E N T S B A C K T O U T I L I T Y P O L E . E X I S T I N G P E D E S T R I A N L I G H T . N E W P O W E R R O U T E D F R O M B E L O W G R A D E . P A T C H A N D R E P A I R S U R R O U N D I N G S U R F A C E A S N E E D E D . N O T U S E D . N E W W I R E L E S S R R F B S I G N A G E S E E D E T A I L 3 O N E 0 . 3 . 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 6 O N E 0 . 2 . N O T U S E D 2 - # 8 C U F O R M 3 - 1 A N D 2 - # 1 0 F O R M 3 - 5 A N D 2 - # 8 F O R M 3 - 7 A N D 2 - # 8 F O R M 3 - 9 A N D 1 - # 1 0 C U G N D I N 2 " C . 2 - # 8 C U F O R M 3 - 1 A N D 2 - # 8 F O R M 3 - 7 A N D 2 - # 8 F O R M 3 - 9 A N D 1 - # 1 0 C U G N D I N 2 " C . 2 - # 8 C U F O R M 3 - 1 A N D 2 - # 8 F O R M 3 - 9 A N D 1 - # 1 0 C U G N D I N 2 " C . 2 - # 8 C U F O R M 4 - 1 A N D 2 - # 1 0 F O R M 4 - 5 A N D 2 - # 8 F O R M 4 - 7 A N D 1 - # 1 0 C U G N D I N 2 " C . 2 - # 8 C U F O R M 4 - 1 A N D 2 - # 8 F O R M 4 - 7 A N D 1 - # 1 0 C U G N D I N 2 " C . K E Y N O T E S 1 . R E F E R T O S H E E T G - 2 F O R O V E R A L L P R O J E C T P L A N G E N E R A L N O T E S MATCHLINE STA 10+50 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-2019 MENDENHALL TO DURSTON\RECORD DRAWINGS\E1.2.DWG PLOTTED BY:ROSIE NICKELSON ON Jan/05/2022 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 2 2 ENGINEER: P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 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 . 2 B O Z E M A N M O N T A N A A R G A R G K D J 0 8 / 2 0 1 9 B2BULLETIN #209/18/2020CPK 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 2 - # 1 0 C U A N D 1 - # 1 0 C U G N D I N 1 " C . 2 - # 1 0 C U A N D 1 - # 1 0 C U G N D I N 1 " C . 2-#10 CU AND 1- #10 CU GND IN 1" C.2-#10 CU AND 1- #10 CU GND IN 1" C.2-#10 CU AND 1- #10 CU GND IN 1" C. 2 - # 1 0 C U A N D 1 - # 1 0 C U G N D I N 1 " C . 2-#10 CU AND 1- #10 CU GND IN 1" C.2-#10 CU AND1- #10 CU GND IN 1" C. MATCHLINE STA 14+00 NORTH 7TH AVENUE A M Y G A L T 3 0 6 0 5 1 1 / 2 0 2 1 RECORD DRAWING L U M I N A I R E I N S T A L L E D 1 2 ' N O R T H O F P L A N L O C A T I O N ( A . B . ) 22' OF 1" PVC4' OF FLEX2 @ 29' OF AWG 1029' OF AWG 10 GRN(A.B.)8' OF 2" PVC2 @ 134' AWG 8134' AWG 8 GRN2 @ 346' OF AWG 8 (TREES)(A.B.)14' OF 1" PVC4' OF FLEX2 @ 21' OF AWG 1021' OF AWG 10 GRN(A.B.)35' OF 1: PVC4' OF FLEX2 @ 42' OF AWG 1042' OF AWG 10 GRN(A.B.)107' OF 2" PVC(A.B.)43' OF 1" PVC4' OF FLEXX2 @ 50' OF AWG 1050' OF AWG 10 GRN(A.B.)19' OF 1" PV C 4' OF FLEX2 @ 26' OF A W G 1 0 26' OF AWG 1 0 G R N (A.B.)7' OF 2" PVC2 @ 249' OF AWG 8159' OF AWG 8 GRN2 @ 237' OF AWG 8 (TREES)(A.B.)24' OF 1" PVC4' OF FLEX2 @ 31' OF AWG 1031' OF AWG 10 GRN(A.B.)13 3 ' O F 2 " P V C ( A . B . ) 38' OF 1" PVC4' OF FLEX2 @ 45' OF AWG 1045' OF AWG 10 GRN(A.B.) 4 2 ' O F 1 " P V C 4 ' O F F L E X 2 @ 4 9 ' O F A W G 1 0 4 9 ' O F A W G 1 0 G R N ( A . B . ) 1 8 O F 1 " P V C 4 ' O F F L E X 2 @ 2 5 ' O F A W G 1 0 2 5 ' O F A W G 1 0 G R N ( A . B . ) 1 4 ' O F 1 " P V C 4 ' O F F L E X 2 @ 2 1 ' O F A W G 1 0 2 1 ' O F A W G 1 0 G R N ( A . B . ) 3 3 ' O F 1 " P V C 4 ' O F F L E X 2 @ 4 0 ' O F A W G 1 0 4 0 ' O F A W G 1 0 G R N ( A . B . ) 7 2 ' O F 2 " P V C ( A . B . ) 8 ' O F 2 " P V C 2 @ 1 1 5 ' O F A W G 8 8 7 ' O F A W G 8 G R N 2 @ 1 0 2 ' O F A W G 1 0 ( T R E E S ) ( A . B . ) 25' OF 1" PVC2 @ 316' OF AWG 84' OF FLEX2 @ 32' OF AWG 1032' OF AWG 10 GRN(A.B.)8' OF 2" PVC2 @ 144' OF AWG 8144' OF AWG 8 GRN(A.B.)20' OF 1" PVC4' OF FLEX2 @ 27' OF AWG 1027' AWG 10 GRN (A.B.)40' WHEELED NOT COMPLETED113' OF 2" PVC (A.B.)14' OF 1" PVC2 @ 155' OF AWG 102 @ 20' OF AWG 1020' OF AWG 10 GRN(A.B.) 1 5 1 ' O F 2 " P V C ( A . B . ) 2 7 ' O F 1 " P V C 2 @ 4 0 ' O F A W G 1 0 4 0 ' O F A W G 1 0 G R N 2 @ 3 3 ' O F A W G 3 3 ' O F A W G G R N ( A . B . ) 2 @ 1 3 8 ' O F 2 " P V C 1 4 0 ' O F A W G 8 G R N ( A . B . ) 1 8 ' O F 2 " P V C 2 @ 6 4 ' O F A W G 8 6 4 ' O F A W G 8 G R N ( A . B . ) 3 5 ' O F 3 " P V C 3 9 ' O F A W G 8 G R N ( A . B . ) 9 9 ' O F 3 " P V C ( A . B . ) 7 ' O F 2 " P V C 2 @ 1 9 2 ' O F A W G 8 1 9 2 ' O F A W G 8 G R N ( A . B . ) 24 OF 3" PVC6 @ 95' AWG 628' OF AWG 8 GRN(A.B.) 2 @ 6 5 ' O F 2 " P V C 6 7 ' O F A W G 8 G R N ( A . B . ) 8 6 ' O F 3 " P V C ( A . B . ) G G G G G G G G G G G G G G G G G G GGGGGGGMATCHLINE STA 14+00 MATCHLINE STA 20+00 /////////////////////////// // / / / / / / / // / // / // / / / / / / / // / /// /// / / / / / / /// /// /// /// /// /// /// /// /////////////////////////// / / / / / / / / / // / /// /// /// /// /// /// /// /// /// /// /// /////////////////////////// // / // / / / / // / /// /// /// / / / GGG G G G MATCHLINE STA 20+00 E L E C T R I C A L P L A N S T A 1 4 + 0 0 T O S T A 2 3 + 0 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 2 0 W I R E L E S S P E D E S T R I A N R R F B S E E D E T A I L 3 O N E 0 . 3 . P O W D E R C O A T ( R A L 5 0 1 1 ) . D I S C O N N E C T E X I S T I N G E Q U I P M E N T F R O M R S V P M O T E L P O W E R F E E D A N D C O N N E C T T O N E W S T R E E T L I G H T I N G C I R C U I T A S N O T E D . N O T U S E D . P O W E R E X I S T I N G L U M I N A I R E W I T H N E W C I R C U I T . S E E D E T A I L 5 O N E 0 . 2 . C O N N E C T E X I S T I N G T R E E R E C E P T A C L E T O N E W C I R C U I T A S S H O W N . 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 . ( 6 - # 6 C U A N D 1 - # 8 C U G N D I N 2 " C ) F O R L I G H T P O L E S A N D ( 6 - # 6 C U A N D 2 - # 8 C U A N D 1 - # 8 C U G N D F O R I N 2 " C ) F O R T R E E R E C E P T A C L E S . ( 6 - # 6 C U A N D 1 - # 8 C U G N D I N 2 " C ) F O R L I G H T P O L E S A N D ( 6 - # 6 C U A N D 2 - # 8 C U A N D 1 - # 8 C U G N D F O R I N 2 " C ) F O R T R E E R E C E P T A C L E S . ( 6 - # 6 C U A N D 1 - # 8 C U G N D I N 2 " C ) F O R L I G H T P O L E S A N D ( 6 - # 6 C U A N D 1 - # 8 C U G N D F O R I N 2 " C ) F O R T R E E R E C E P T A C L E S . ( 6 - # 6 C U A N D 1 - # 8 C U G N D I N 2 " C ) F O R L I G H T P O L E S A N D ( 6 - # 6 C U A N D 1 - # 8 C U G N D F O R I N 2 " C ) F O R T R E E R E C E P T A C L E S . ( 4 - # 6 C U A N D 1 - # 8 C U G N D I N 2 " C ) F O R L I G H T P O L E S A N D ( 4 - # 6 C U A N D 1 - # 8 C U G N D F O R I N 2 " C ) F O R T R E E R E C E P T A C L E S . K E Y N O T E S 1 . R E F E R T O S H E E T G - 2 F O R O V E R A L L P R O J E C T P L A N 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-2019 MENDENHALL TO DURSTON\RECORD DRAWINGS\E1.3.DWG PLOTTED BY:ROSIE NICKELSON ON Jan/05/2022 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 2 2 ENGINEER: P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 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 . 3 B O Z E M A N M O N T A N A A R G A R G K D J 0 8 / 2 0 1 9 B1BULLETIN #105/29/2020ARG 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 2-#6 CU AND1- #8 CU GND IN 2"C.2-#6 C U A N D 1- #8 CU GND I N 2 " C . 4-#6 CU AND1- #8 CU GND IN 2" C.4-#6 CU AND1- #8 CU GND IN 2" C. N O R T H 7 T H A V E N U E NORTH 7 T H A V E N U E A M Y G A L T 3 0 6 0 5 1 1 / 2 0 2 1 R E C O R D D R A W I N G 22' OF 2" PVC6 @ 98' OF AWG 6 (LIGHTS)98' OF AWG 8 GRN6 @ 98' OF AWG 6 (TREES)2 @ 98' OF AWG 9 (TREES)(A.B.)2 @ 136' OF 2" PVC(A.B.)7' OF 2" PVC2 @ 150' OF AWG 6 (LIGHTS)150' OF AWG 8 GRN2 @ 138' OF AWG 6 (TREES)(A.B.)8' OF 1" PVC4' OF FLEX2 @ 15' OF AWG 1015' OF AWG 10 GRN(A.B.) 3 0 ' O F 1 " P V C 4 ' O F F L E X 2 @ 3 7 ' O F A W G 1 0 3 7 ' O F A W G 1 0 G R N ( A . B . ) 2 @ 103' OF 2" PVC (A.B.) 7 ' O F 2 " P V C 2 @ 2 5 5 ' O F A W G 6 ( L I G H T S ) 1 1 7 ' O F A W G 8 G R N 2 @ 2 4 3 ' O F A W G 6 ( T R E E S ) ( A . B . ) 1 3 ' O F 1 " P V C 4 ' O F F L E X 2 @ 2 5 ' O F A W G 1 0 2 5 ' O F A W G 1 0 G R N ( A . B . ) 2 @ 1 1 1 ' O F 2 " P V C ( A . B . ) 1 8 ' O F 1 " P V C 4 ' O F F L E X 2 @ 2 5 ' O F A W G 1 0 2 5 ' O F A W G 1 0 G R N ( A . B . ) 7 ' O F 2 " P V C 2 @ 3 9 5 ' O F A W G 6 ( L I G H T S ) 1 2 5 ' O F A W G 8 G R N 2 @ 1 1 3 ' O F A W G 6 ( T R E E S ) ( A . B . ) 3 5 ' O F 1 " P V C 4 ' O F F L E X 2 @ 4 2 ' O F A W G 1 0 4 2 ' O F A W G 1 0 G R N ( A . B . ) 2 @ 1 4 5 ' O F 2 " P V C ( A . B . ) 5 5 ' O F 1 " P V C 4 ' O F F L E X 2 @ 6 2 ' O F A W G 1 0 6 2 ' O F A W G 1 0 G R N ( A . B . ) 2 2 ' O F 1 " P V C 4 ' O F F L E X 2 @ 2 9 ' O F A W G 1 0 2 9 ' O F A W G 1 0 G R N ( A . B . ) 6 ' O F 2 " P V C 2 @ 3 8 8 ' O F A W G 6 ( L I G H T S ) 1 5 8 ' O F A W G 8 G R N 2 @ 5 0 3 ' O F A W G 6 ( T R E E S ) ( A . B . ) 2 @ 1 4 2 ' O F 2 " P V C ( A . B . ) 9' OF 2" PVC2 @ 193' OF AWG 614 OF AWG 8 GRN(A.B.)2 @ 126' OF 2" PVC (A.B.)6' OF 2" P V C 2 @ 324' OF AW G 6 157' OF AWG 8 G R N (A. B . ) 4 9 ' O F 1 " P V C 2 @ 4 3 9 ' O F A W G 8 2 @ 5 5 ' O F A W G 1 0 5 5 ' O F A W G 1 0 G R N 4 ' O F 1 " F L E X ( A . B . ) 6 ' O F 2 " P V C 2 @ 4 5 1 ' O F A W G 6 1 5 1 ' O F A W G 8 G R N ( A . B . ) 2 @ 1 2 3 ' O F 2 " P V C ( A . B . ) 2 @ 1 2 8 ' O F 2 " P V C ( A . B . ) 6 ' O F 2 " P V C 2 @ 4 1 6 ' O F A W G 6 4 1 6 ' O F A W G 8 G R N ( A . B . ) 1 1 ' O F 1 " P V C 2 @ 5 7 1 ' O F A W G 6 2 @ 1 7 ' O F A W G 1 0 1 7 ' O F A W G 1 0 G R N 4 ' O F 1 " F L E X ( A . B . ) 2 @ 1 3 5 ' O F 2 " P V C ( A . B . ) 9 ' O F E X I S T I N G P V C ( A . B . ) 6' OF 2" PVC2 @ 427' OF AWG 6 (LIGHTS)155' OF AWG 8 GRN2 @ 647' OF AWG 6 (TREES)(A.B.)15' OF 1" PVC4' FLEX2 @ 22' OF AWG 1022' OF AWG 10 GRN(A.B.)135' OF 2" PVC (A.B.)9' O F 2 " P V C 2 @ 297' OF AWG 6 ( L I G H T S ) 151' OF A W G 8 G R N 2 @ 784' OF AW G 6 ( T R E E S ) ( A . B . ) 1 9 ' O F 1 " P V C 4 ' O F F L E X 2 @ 2 6 ' O F A W G 1 0 2 6 ' O F A W G 1 0 G R N ( A . B . ) 3 8 ' O F 1 " P V C 4 ' O F F L E X 2 @ 4 5 ' O F A W G 1 0 4 5 ' O F A W G 1 0 G R N ( A . B . ) 2 @ 423' OF AWG 6 (LIGHTS)2 @ 708' AWG 6 (TREES)2 @ 137' AWG 8 GRN(A.B.)125' EXISTING 2" (A.B.)57' OF 1" PVC4' OF FLEX2 @ 64' OF AWG 1064' OF AWG 10(A.B.)2 @ 412' OF AWG 6131' OF AWG 8 GRN(A.B.) 2 3 0 ' O F E X I S T I N G P V C ( A . B . ) 8 ' O F 2 " E X I S T I N G 2 @ 3 9 7 ' O F A W G 6 ( L I G H T S ) 2 @ 9 4 2 ' O F A W G 6 ( T R E E S ) 2 @ 2 4 4 ' O F A W G 8 G R N ( A . B . ) /// /// /// /// /// /// /// / / / /// / / / / / / / / / / / / / / / / / / // / / / / /// / / / // / / / / // / // / /// /// /////////////// /// /// /// /// /// //////////////////////////////////// /// /// /// /// /// /// /////////////////////////////////////// / / / / / / / / / / / / // / // / ±15' ± 1 5 ' M E N D E N H A L L F I B E R 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 2 0 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-2019 MENDENHALL TO DURSTON\RECORD DRAWINGS\MENDENHALL FIBER DETAILS.DWG PLOTTED BY:ROSIE NICKELSON ON Jan/05/2022 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 2 2 ENGINEER: P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 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 2 . 1 B O Z E M A N M O N T A N A C K A R G K D J 8 / 2 0 1 9 1BULLETIN #105-29-2020KDJ 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. 7TH AVE MENDENHALL ST NEW FIBER VAULTAFTER INSTALLATION OF NEW VAULT, REPLACE UPTO THREE (3) PANELS OF SIDEWALK AS SHOWN.SAW CUT EXISTING CONCRETE AT A JOINT NEARESTTO THE PROPOSED HATCH SHOWN ABOVE.REPLAC E T W O ( 2 ) D A M A G E D A N D SETTL E D C O N C R E T E S I D E W A L K P A N E L S -2 N E W F I B E R C O N D U I T ( D I R E C T L E N G T H = 2 5 0 L F ) P R O V I D E D B Y C I T Y . I N S T A L L E D B Y C O N T R A C T O R . R E F E R T O S P E C S E C T I O N 2 7 1 0 0 A N D R E F E R T O D E T A I L 1 O N T H I S S H E E T F O R C O N D U I T D E P T H A N D S E T B A C K . C O N T R A C T O R S H A L L B O R E C O N D U I T U N D E R N . 7 T H A V E . R E M A I N I N G S T R E T C H A L O N G M E N D E N H A L L S T . M A Y B E B O R E D O R T R E N C H E D . C O N T R A C T O R S H A L L R E P A I R A L L S U R F A C E S D I S T U R B E D B Y C O N D U I T I N S T A L L A T I O N . E X I S T I N G F I B E R V A U L T . R E M O V E A N D R E P L A C E W I T H N E W V A U L T P E R D E T A I L 2 B E L O W . E X I S T I N G F I B E R C O N D U I T S T U B A N D A N Y A S S O C I A T E D F I B E R L I N E S S H A L L R E M A I N I N T A C T . E X I S T I N G F I B E R C O N D U I T S T U B A N D A N Y F I B E R L I N E S S H A L L R E M A I N I N T A C T . D1.1 1 F I B E R C O N D U I T T R E N C H I N G D E T A I L 1 - - F I B E R C O N D U I T M A I N T E N A N C E H O L E 2 - - E X I S T I N G F I B E R C O N D U I T T O R E M A I N MAINMENDENHALLLAMME A F T E R I N S T A L L A T I O N O F N E W V A U L T , R E P L A C E U P T O T H R E E ( 3 ) P A N E L S O F S I D E W A L K A S S H O W N . S A W C U T E X I S T I N G C O N C R E T E A T A J O I N T N E A R E S T T O T H E P R O P O S E D H A T C H S H O W N A B O V E . D 1 . 1 1 EXTEND CONDUIT +/- 50LF FROM VAULT TO WESTAND STUB CONDUIT ABOVE SURFACE ONE FOOTNORTH OF SIDEWALK. CAP STUB. A M Y G A L T 3 0 6 0 5 1 1 / 2 0 2 1 R E C O R D D R A W I N G S S S S S S S S S APPRO X I M A T E S E W E R S E R V I C E L O C A T I O N DURING INSTALLATION OF T H E F I B E R C O N D U I T , A N U N M A R K E D SEWER SERVICE WAS HIT UNDE R G R O U N D . C I T Y C R E W I N S P E C T E D A N D R E P A I R E D V I A S L I P L I N E ( A . B . ) L O C A T E D A N D S U R V E Y E D S E W E R S E R V I C E , B U T T H E A C T U A L L I V E S E R V I C E I S T O T H E S O U T H W E S T ( A . B . ) A P P R O X I M A T E C O N D U I T B O R E L O C A T I O N ( A . B . ) RECORD DRAWING RECORD DRAWING //////////// /// / / / / / / /// / / / //// / / / / / / / / / / / / / / //////////////////////// /// / / / /// // / / / / / / / / / / ////// ///////// / / / //// / / /// ////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / ////// / / / / / / / / / / / / /// / / / / / / / / / G G G G G G G G G /// /// / / / /// / / / // / ///////// / / / / / / / / / / / / / / / / / / / / / / / / //////////////// / / / / / / / / ///////// / / / 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 UTILITIES, 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.NEW STREET TREES SHALL RECEIVE SUBSURFACE DRIP IRRIGATION. SEE IRRIGATION PLANS. 6.CONTRACTOR TO MAINTAIN 10'-0" MINIMUM HORIZONTAL DISTANCE BETWEEN CITY WATER AND CITY SEWER UTILITIES. CONTRACTOR SHALL COORDINATE CONSTRUCTION IMPROVEMENTS WITH ALL EXISTING AND PROPOSED UTILITIES. 7.REFER TO CIVIL PLANS FOR ALL HORIZONTAL AND VERTICAL CONTROL. 8.CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLASTIC OR METAL EDGE RESTRAINTS AT PERMEABLE PAVER AREAS THAT HAVE NO CONCRETE EDGE. REFER TO SPECIFICATIONS. 9.ROOT BARRIER TO BE INSTALLED AT ALL PROPOSED TREE LOCATIONS. REFER TO DETAILS. Xref ..\Xrefs\24x36 MMI-Title_Block.dwgXref ..\Xrefs\24x36 MMI-Title_Block.dwg SCALE IN 0100 100 20050 FEET PLAN AREA 2 SHEET L1.2 PLAN AREA 3 SHEET L1.3 PLAN AREA 4 SHEET L1.4 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 BELOWMEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! BYDESCRIPTIONNO.DATE X:\PROJECTS\NORTH 7TH AVENUE\07 - CD\PHASE 2 AND 3\CAD\SHEETS\DHM-PLAN-SHEETS.DWG PLOTTED BY:ERIC MEADOWS ON Nov/25/2019 2019 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 - 2019 BOZEMAN MONTANA SITE OVERVIEW 0417.063 X L1.0 EM EM EM 12/2019 PHASE 1 - N.I.C. (CONSTRUCTION COMPLETED SUMMER 2018 ) PLAN AREA 1 SHEET L1.1 - 2020 RECORD DRAWING Ac e r g i n n a l a AM U R M A P L E ( A . B . ) RECORD DRAWING TR E E T O R E M A I N ( A . B . ) Ac e r g i n n a l a AM U R M A P L E ( A . B . ) TR E E AND LUMINAIRE WA S M O V E D 6 ' T O T H E NO R T H ( A . B . ) RECORD DRAWING Ac e r g i n n a l a AM U R M A P L E ( A . B . ) RECORD DRAWING Ac e r g i n n a l a AM U R M A P L E ( A . B . ) RECORD DRAWING 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 BASALITE PERMEABLE PLANK PAVER, PER SPECIFICATIONS. PAVER ZONE 1 COLOR BLEND: 60% TRUCKEE 30% GRANITE BAY 10% MT. SHASTA TOP OF CONCRETE CURB SIDEWALK: CONCRETE PAVING, WIDTH PER PLAN 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 BASALITE PERMEABLE PLANK PAVER, PER SPECIFICATIONS. PAVER ZONE 2 COLOR BLEND: 30% TRUCKEE 50% GRANITE BAY 20% MT. SHASTA 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 BASALITE PERMEABLE PLANK PAVER, PER SPECIFICATIONS. PAVER ZONE 3 COLOR BLEND: 15% TRUCKEE 40% GRANITE BAY 45% MT. SHASTA PLAN AREA 1 PAVER LAYOUT ZONE 1 PAVER LAYOUT ZONE 1 SCALE IN 020 20 4010 FEET PAVER ZONE 1 - COLOR LAYOUT 1/2" = 1'-0" 1 L1.5 DETAIL PAVER ZONE 2 - COLOR LAYOUT 1/2" = 1'-0" 2 L1.5 DETAIL PAVER ZONE 3 - COLOR LAYOUT 1/2" = 1'-0" 3 L1.5 DETAIL PAVER COLOR LEGEND AND NOTES TRUCKEE BASALITE PERMEABLE PLANK PAVERS COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOWMEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! BYDESCRIPTIONNO.DATE X:\PROJECTS\NORTH 7TH AVENUE\07 - CD\PHASE 2 AND 3\CAD\SHEETS\DHM-PLAN-SHEETS.DWG PLOTTED BY:ERIC MEADOWS ON Nov/25/2019 2019 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 - 2019 BOZEMAN MONTANA PAVER LAYOUT PLAN 0417.063 X L1.5 EM EM EM 12/2019 GRANITE BAY MT. SHASTA PAVER LAYOUT ZONE 2 PAVER LAYOUT ZONE 3 PAVER LAYOUT ZONE 2 PAVER LAYOUT ZONE 1 PAVER LAYOUT ZONE 1 PAVER LAYOUT ZONE 2 PAVER LAYOUT ZONE 3 PAVER LAYOUT ZONE 1 W L A M M E S T NORTH 7TH AVENUE W B E A L L S T W L A M M E S T W M E N D E N H A L L S T PAVER LAYOUT ZONE 2PAVER LAYOUT ZONE 3 PAVER LAYOUT ZONE 2 PAVER LAYOUT ZONE 1 LANDSCAPE ARCHITECTURE URBAN DESIGN + LAND PLANNING ECOLOGICAL PLANNING 27 E Main Street Suite D Bozeman, MT 59715 |406.219.2012 PAVER LAYOUT ZONE 2 AL L E Y NOTES: 1. ALL PAVER JOINTS SHOULD BE STAGGERED, NOT ALIGNED 2. PAVER ZONE COLOR LAYOUTS PROVIDED TO SHOW DESIGN INTENT. CONTRACTOR TO PROVIDE 5.5' X 6' MOCK UP OF PAVER ZONES 1-3, PER SPECIFICATIONS PRIOR TO CONSTRUCTION 3. FOR PAVERS IN NORTH 7TH AVE. MEDIAN AREAS SEE CIVIL DRAWINGS DETAIL 8, SHEET D1.1 FOR MORE INFORMATION - 2020 50%35%15%(A.B.) 25%35%40%(A.B.) MT. WHITNEY MT. WHITNEY MT. WHITNEY RECORD DRAWING PLAN AREAS 3 + 4 SCALE IN 020 20 4010 FEETPAVER COLOR LEGEND AND NOTES TRUCKEE BASALITE PERMEABLE PLANK PAVERS COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOWMEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! BYDESCRIPTIONNO.DATE X:\PROJECTS\NORTH 7TH AVENUE\07 - CD\PHASE 2 AND 3\CAD\SHEETS\DHM-PLAN-SHEETS.DWG PLOTTED BY:ERIC MEADOWS ON May/29/2020 2020 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 - 2019 BOZEMAN MONTANA PAVER LAYOUT PLAN 0417.063 X L1.6 EM EM EM 12/2019 GRANITE BAY MT. SHASTA PAVER LAYOUT ZONE 3 PAVER LAYOUT ZONE 2 PAVER LAYOUT ZONE 2 PAVER LAYOUT ZONE 1 NORTH 7TH AVENUE W S H O R T S T PAVER LAYOUT ZONE 1 LANDSCAPE ARCHITECTURE URBAN DESIGN + LAND PLANNING ECOLOGICAL PLANNING 27 E Main Street Suite D Bozeman, MT 59715 |406.219.2012 NOTES: 1. ALL PAVER JOINTS SHOULD BE STAGGERED, NOT ALIGNED 2. PAVER ZONE COLOR LAYOUTS PROVIDED TO SHOW DESIGN INTENT. CONTRACTOR TO PROVIDE 5.5' X 6' MOCK UP OF PAVER ZONES 1-3, PER SPECIFICATIONS PRIOR TO CONSTRUCTION 3. FOR MORE INFORMATION OF COLOR LAYOUT AND COLOR BLEND FOR RESPECTIVE PAVERS ZONES SEE SHEET L1.5 DETAILS 1, 2, & 3 4. FOR PAVERS IN NORTH 7TH AVE. MEDIAN AREAS SEE CIVIL DRAWINGS DETAIL 8, SHEET D1.1 FOR MORE INFORMATION PLAN AREA 2 PAVER LAYOUT ZONE 1 PAVER LAYOUT ZONE 1 SCALE IN 020 20 4010 FEET PAVER LAYOUT ZONE 2 PAVER LAYOUT ZONE 3 PAVER LAYOUT ZONE 2 PAVER LAYOUT ZONE 1 PAVER LAYOUT ZONE 1 PAVER LAYOUT ZONE 2 NORTH 7TH AVENUE W B E A L L S T W B E A L L S T PAVER LAYOUT ZONE 3 PAVER LAYOUT ZONE 2 PAVER LAYOUT ZONE 1 PAVER LAYOUT ZONE 2 PAVER LAYOUT ZONE 1 PAVER LAYOUT ZONE 2 W V I L L A R D S T W V I L L A R D S T PAVER LAYOUT ZONE 3 PAVER LAYOUT ZONE 2 PAVER LAYOUT ZONE 1 SEE CIVIL DWGS. DETAIL 8, SHEET D1.1 FOR INFORMATION ON PAVERS IN MEDIAN AREAS PAVER LAYOUT ZONE 2 PAVER LAYOUT ZONE 1 M A T C H L I N E - S E E P L A N B E L O W PAVER LAYOUT ZONE 3 M A T C H L I N E - S E E P L A N A B O V E SEE CIVIL DWGS. DETAIL 8, SHEET D1.1 FOR INFORMATION ON PAVERS IN MEDIAN AREAS SEE CIVIL DWGS. DETAIL 8, SHEET D1.1 FOR INFORMATION ON PAVERS IN MEDIAN AREAS 1 ADDENDUM #1 01/24/2020 EM 2 ADDENDUM #3 02/12/2020 EM B1 BULLETIN #1 05/29/2020 EM PAVER LAYOUT ZONE1PAVER LAYOUT ZONE 2 B1 MT. WHITNEY B1 ZONE 1 (A.B.)ZONE 2 (A.B.)ZONE 1 (A.B.) RECORD DRAWING TREE GRATE FRAME INSTALLATION CONCRETE BAND STRATAVAULT STRUCTURAL SOIL CELL MODULES, OR APPROVED EQUAL. CONTACT: JOE GOODEN (888) 999-3990 EXISTING SUBGRADE FILTER GRID, HEAVY GRADE NON-WOVEN FILTER FABRIC WITH REINFORCING GRID TO TOP SURFACE OF SOIL CELL. FILTER GRID FOLDED TO LINE OUTER EDGE OF MATRIX AND EXTENDED TO BOTTOM OF MATRIX EXISTING PRIVATE PROPERTY ADJACENT TO IMPROVEMENTS, TO REMAIN DASHED LINE SHOWS APPROXIMATE EXCAVATION CUT FOR IMPROVEMENTS. COORDINATE WITH CIVIL. EXISTING STREET CURB, TO REMAIN UNLESS OTHERWISE SPECIFIED ON CIVIL PLANS EXISTING PAVING/GUTTER AT STREET CONCRETE SIDEWALK - SEE CIVIL DWGS. ROOT BARRIER, 24" DEPTH, PLACED ALONG BACK OF CURB AND BACK OF WALKWAY SEE SPECIFICATIONS SOIL CELL BASE COURSE. SEE DETAIL 3, SHEET L2.0 VARIES - APPROX. 5'-6"WIDTH PER PLANS TREE GRATE 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 ROOT BARRIER (PLACED AT BACK OF CURB AND WALKWAY WIDTH PER PLAN NOTES: 1.CONTRACTOR SHALL INSTALL PAVERS PER MANUFACTURER'S SPECIFICATIONS. 2.IF SAW CUT OF PAVERS IS NECESSARY, CUT EDGE(S) OF PAVER(S) ALONG WALKWAY EDGE. 3.CONTRACTOR RESPONSIBLE FOR PLASTIC OR METAL EDGE RESTRAINTS ON AREAS WITHOUT CONCRETE EDGE. 4.IN AREAS NEAR ASPHALT-EDGER MAY BE REQUIRED AT ASPHALT EDGE, PER MANUFACTURER'S RECOMMENDATIONS. SEE SPECIFICATIONS. 5.CONTRACTOR TO PROVIDE ELECTRICAL OUTLET AT EACH TREE LOCATION. FINAL DETAIL TO BE COORDINATED WITH ELECTRICAL ENGINEER. 6.CONTRACTOR TO CONFIRM ALL DIMENSIONS WITH SOIL CELL MANUFACTURER AND PROVIDE SHOP DRAWINGS OF CELL LAYOUT FOR REVIEW 7.EXCAVATION QUANTITY ALLOWS FOR UP TO 1.0 FOOT OF OVER-EXCAVATION. REPLACEMENT OF OVER-EXCAVATION MATERIAL IS INCIDENTAL TO EXCAVATION BID ITEM. 48"x 48" TREE GRATE, TYP. CONCRETE SIDEWALK; SEE CIVIL DWGS. SCORE JOINTS, PER PLAN PERMEABLE UNIT PAVERS 3 L2.0 1 L2.1 PLANTING SOIL, SEE SPECS 4 L2.1 CONCRETE BAND, TYP. EX T E N D R O O T B A R R I E R 8 ' - 0 " LE N G T H E A C H D I R E C T I O N CL EX T E N D R O O T B A R R I E R 8 ' - 0 " LE N G T H E A C H D I R E C T I O N TREE GRATE1 L2.1 TREE GUARD2 L2.1 A. SECTION A CONCRETE BAND TREE GUARD2 L2.1 ROOT BARRIER, EXTEND 8'-0"LENGTH IN EACH DIRECTION FROM CENTERLINE OF TREE GRATE EXPANSION JOINTS, PER PLAN PLAN STREET TREE PLANTING1 L2.0 VARIES - BASED ON NUMBER OF COURSES 6" VARIES 6" 6" VARIES 6" 6" VA R I E S 1' - 0 " SEE PLANS ON L1.7 + L1.8 FOR NUMBER OF COURSES ·2 COURSES: 32.5" ·3 COURSES: 48.5" ALIGN SOIL CELLS WITH BACK OF SIDEWALK. SEE NOTE 7. SCALE IN 020 20 4010 FEET COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOWMEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! BYDESCRIPTIONNO.DATE X:\PROJECTS\NORTH 7TH AVENUE\07 - CD\PHASE 2 AND 3\CAD\SHEETS\DHM-PLAN-SHEETS.DWG PLOTTED BY:ERIC MEADOWS ON Feb/11/2020 2020 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 - 2019 BOZEMAN MONTANA SOIL CELL LAYOUT PLAN 0417.063 X L1.7 EM EM EM 12/2019 W L A M M E S T NORTH 7TH AVENUE W B E A L L S T W L A M M E S T W M E N D E N H A L L S T LANDSCAPE ARCHITECTURE URBAN DESIGN + LAND PLANNING ECOLOGICAL PLANNING 27 E Main Street Suite D Bozeman, MT 59715 |406.219.2012 BOULEVARD PLANTING AND PAVING 1/2" = 1'-0" 1 L1.7 SECTION AND PLAN VIEWS TYPICAL SOIL CELL LAYOUT AT TREE PLANTING PIT SOIL CELL LAYOUT PLAN 1" = 20' 2 L1.7 PLAN VIEW 2 L2.0 +/- 1,462 CF 2 COURSES +/- 1,707 CF 2 COURSES +/- 1,215 CF 2 COURSES +/- 689 CF 2 COURSES +/- 3,053 CF 3 COURSES +/- 1,331 CF 3 COURSES +/- 1,330 CF 3 COURSES AL L E Y NOTES: 1.VOLUMES ARE APPROXIMATE AND INTENDED TO INDICATE MINIMUM SOIL VOLUMES PER TREE 2.CONTRACTOR TO WORK WITH MFR. TO DETERMINE ACTUAL SOIL CELL LAYOUT W B E A L L S T PLAN AREA 1 M A T C H L I N E - S E E P L A N A R E A 2 S H E E T L 1 . 8 2 ADDENDUM #3 02/12/2020 EM 2 RECORD DRAWING FLOWABLE FILL USED BENEATH CONCRETE AND PAVERS FOR BACK FILL (A.B.) SCREEND ROCK WAS USED FOR SOIL CELL BACKFILL IN NON CONCRETE AREAS (A.B) SOIL CELLS ONLY INSTALLED NORTH OF LUMINAIRE (A.B.) SCALE IN 020 20 4010 FEET COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOWMEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! BYDESCRIPTIONNO.DATE X:\PROJECTS\NORTH 7TH AVENUE\07 - CD\PHASE 2 AND 3\CAD\SHEETS\DHM-PLAN-SHEETS.DWG PLOTTED BY:ERIC MEADOWS ON May/29/2020 2020 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 - 2019 BOZEMAN MONTANA SOIL CELL LAYOUT PLAN 0417.063 X L1.8 EM EM EM 12/2019 NORTH 7TH AVENUE W V I L L A R D S T LANDSCAPE ARCHITECTURE URBAN DESIGN + LAND PLANNING ECOLOGICAL PLANNING 27 E Main Street Suite D Bozeman, MT 59715 |406.219.2012 TYPICAL SOIL CELL LAYOUT AT TREE PLANTING PIT SOIL CELL LAYOUT PLAN 1" = 20' 1 L1.8 PLAN VIEW 2 L2.0 +/- 1,234 CF 2 COURSES NOTES: 1. VOLUMES ARE APPROXIMATE AND INTENDED TO INDICATE MINIMUM SOIL VOLUMES PER TREE 2. CONTRACTOR TO WORK WITH MFR. TO DETERMINE ACTUAL SOIL CELL LAYOUT PLAN AREA 2 SCALE IN 020 20 4010 FEET NORTH 7TH AVENUE W S H O R T S T TYPICAL SOIL CELL LAYOUT AT TREE PLANTING PIT SOIL CELL LAYOUT PLAN 1" = 20' 2 L1.8 PLAN VIEW 2 L2.0 +/- 1,782 CF 2 COURSES PLAN AREAS 3 + 4 +/- 1,951 CF 2 COURSES +/- 784 CF 2 COURSES +/- 1,188 CF 3 COURSES +/- 728 CF 2 COURSES +/- 1,003 CF 3 COURSES W V I L L A R D S T W B E A L L S T W B E A L L S T +/- 2,760 CF 3 COURSES +/- 2,922 CF 2 COURSES +/- 2,498 CF 2 COURSES +/- 906 CF 2 COURSES +/- 993 CF 2 COURSES +/- 2,414 CF 2 COURSES M A T C H L I N E - S E E P L A N B E L O W M A T C H L I N E - S E E P L A N A B O V E M A T C H L I N E - S E E P L A N A R E A 1 S H E E T L 1 . 7 1 ADDENDUM #1 01/24/2020 EM +/- 667 CF 3 COURSES +/- 2,472 CF 3 COURSES B1 BULLETIN #1 05/29/2020 EM B1 SOIL CELL AND TREE NOT INSTALLED DUE TO BUSINESS SIGN (A.B.) RECORD DRAWING SOIL CELLS NOT INSTALLED DUE TO EX FLOW FILL (A.B.) SOIL CELLS NOT INSTALLED (A.B.) TREE AND SOIL CELLS NOT INSTALLED DUE TO STORM DRAIN (A.B.) SOIL CELLS SHORTENED ON NORTH AND SOUTH EDGES (A.B.) SOIL CELLS NOT INSTALLED AROUND LUMINAIRE, REFER SHEET C1.4 FOR TREE AND LUMINAIRE ASBUILT LOCATIONS, (A.B.) SOIL CELLS INSTALLED AN AN ANGLE (A.B.) STREET TREE, PER PLANS DO NOT CUT LEADER, PRUNE ONLY DEAD OR DAMAGED DEAD WOOD STRUCTURAL SOIL CELL MODULES WITH SANDY LOAM SOIL WITH 3-5% ORGANIC MATTER MIX FILL BETWEEN SOIL CELLS. SEE SPECS FOR SOIL CELL AND SOIL MIXTURE INFORMATION. CONTRACTOR TO PROVIDE SOIL TESTING REPORT FOR LANDSCAPE ARCHITECT REVIEW SET ROOT BALL ATOP A 9"-12" LAYER (APPROXIMATE) OF GROWING MEDIUM COMPACTED TO 85%. TREE ROOT PACKAGE (SIZE VARIES), REMOVE ALL TWINE;REMOVE TOP 13 OF WIRE AND BURLAP FROM TOP & SIDES OF ROOT BALL. WRAP ENTIRE SURFACE OF TRUNK UP TO SECOND BRANCH WITH SPECIFIED WRAPPING. SECURE TOP AND BOTTOM @ 2" INTERVALS 3" THICK LAYER OF HARDWOOD OR SHREDDED CEDAR MULCH NOTES: 1. ENSURE TREE IS CENTERED WITHIN TREE PIT AND TREE GRATE 2. ENSURE TREE TRUNK IS PLUMB 3. ALLOW FOR INSPECTION OF TREE PLANTING AND IRRIGATION SYSTEM BY LANDSCAPE ARCHITECT AND CITY FORESTER BEFORE BACKFILLING, MULCHING, AND INSTALLING TREE GRATES 4. REFER TO SOIL CELL MANUFACTURER RECOMMENDATIONS FOR INSTALLATION OF BIAXIAL FILTER LAYER, RootRain INLETS, RootRain ARBORVENTS, RootStop BARRIER, STRUCTURAL SOIL CELLS, AND OTHER SYSTEM COMPONENTS LANDSCAPE WEED FABRIC2" 4" 2" EXISTING SUBGRADE. SEE CIVIL DRAWINGS FOR MORE INFORMATION PERMEABLE BASE AGGREGATE: OPEN-GRADED, CRUSHED, ANGULAR ASTM NO. 57 PERMEABLE SETTING BED AGGREGATE, OPEN-GRADED, CRUSHED, ANGULAR STONE. ASTM NO. 8. PERMEABLE JOINT OPENING AGGREGATE. OPEN-GRADED, CRUSHED, ANGULAR STONE ASTM NO. 8 OR 18" TO 316" GRANITE CHIP. SUBMIT SAMPLE FOR REVIEW BASALITE PERMEABLE PLANK PAVER. CONTRACTOR SHALL INSTALL PAVER COURSES PERPENDICULAR TO SIDEWALK. IF SAW CUT IS NECESSARY CUT PAVERS ALONG ROADWAY EDGE TO FIT SPACE NOTES: 1. SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION 2. REFER TO PAVER MANUFACTURER AND ICPI (INTERLOCKING CONCRETE PAVER INSTITUTE) RECOMMENDATIONS 1'- 0 " BIAXIAL GEOGRID 6" COMPACTED CRUSHED SUB-BASE. SEE CIVIL DRAWINGS GEOTEXTILE ALIGN CONCRETE SIDEWALK - SEE CIVIL DWGS GEOTEXTILE - SEE CIVIL DWGS 6" MIN. PERMEABLE BASE AGGREGATE: OPEN-GRADED, CRUSHED, ANGULAR ASTM NO. 57 STRUCTURAL SOIL CELL MODULES WITH SANDY LOAM SOIL MIX FILL BETWEEN SOIL CELLS. SEE SPECS FOR SOIL CELL AND SOIL MIXTURE INFORMATION. PERMEABLE SETTING BED AGGREGATE, OPEN-GRADED, CRUSHED, ANGULAR STONE. ASTM NO. 8. PERMEABLE JOINT OPENING AGGREGATE. OPEN-GRADED, CRUSHED, ANGULAR STONE ASTM NO. 8 OR 18" TO 316" GRANITE CHIP. BASALITE PERMEABLE PLANK PAVER. CONTRACTOR SHALL INSTALL PAVER PARALLEL WITH TREE GRATE. IF SAW CUT IS NECESSARY, CUT PAVERS ALONG ROADWAY EDGE TO FIT SPACE. FILTER GRID, HEAVY GRADE NON-WOVEN FILTER FABRIC WITH REINFORCING GRID TO TOP SURFACE OF SOIL CELL. FILTER GRID FOLDED TO LINE OUTER EDGE OF MATRIX AND EXTENDED TO BOTTOM OF MATRIX SOIL CELL BASE COURSE. ASTM NO. 57 NOTES: 1. SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION 2. REFER TO PAVER MANUFACTURER AND ICPI (INTERLOCKING CONCRETE PAVER INSTITUTE) RECOMMENDATIONS EXISTING SUBGRADE. SUBGRADE SCARIFIED TO 6" DEPTH, MOISTURE CONDITIONED AND RECOMPACTED TO 95% OF ASTM D 698 VA R I E S - S E E 2 / L 1 . 3 F O R NU M B E R O F C O U R S E S 2" 6" 4" 1'- 0 " 6" CONCRETE BAND (ABOVE) BACK OF EXISTING CONCRETE CURB; SEE CIVIL DWGS. CENTER OF TREE ROOTBALL; SEE L1.1 FOR ROADWAY STATION LAYOUT PLANS AND TREE LOCATIONS STRATAVAULT STRUCTURAL SOIL CELL MODULES, TYP. 2.5" CALIPER TREE - MIN. 28" DIA. ROOT BALL MAXIMUM ROOT BALL SIZE - APPROX. 40" DIA. CL CL STREET TREE PLANTING 1/2" = 1'-0" 1 L2.0 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 BELOWMEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! BYDESCRIPTIONNO.DATE X:\PROJECTS\NORTH 7TH AVENUE\07 - CD\PHASE 2 AND 3\CAD\SHEETS\DHM-DETL-SHEETS(CONFLICTED COPY 2019-07-30 - FOR MKTGSYNCBOZ).DWG PLOTTED BY:ERIC MEADOWS ON Feb/11/2020 2020 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 - 2019 BOZEMAN MONTANA LANDSCAPE AND HARDSCAPE DETAILS 0417.063 X L2.0 EM EM EM 12/2019 PERMEABLE UNIT PAVERS - ON PREPARED SUBGRADE 1" = 1'-0" 4 L2.0 DETAIL PERMEABLE UNIT PAVERS - ON STRUCTURAL SOIL CELLS 1" = 1'-0" 3 L2.0 DETAIL TYPICAL SOIL CELL LAYOUT AT TREE PLANTING PIT 1" = 1'-0" 2 L2.0 DETAIL R 4 0 " 2 ADDENDUM #3 02/12/2020 EM 2 SUBSTITUE APPROVED, 6" MIN. COMPACTED 1 1/2"(-) CRUSHED BASE COURSE (A.B.) RECORD DRAWING EXTEND GEOTEXTILE UNDER BASE COURSE TO BRIDGE CLAY SOILS IN ORDER TO COMPACT 1-1/2" MINUS, IF SUB-BASE REQUIRED, ENGINEER AUTHORIZATION REQQUIRED BEFORE PROCEEDING (A.B.) 18" 3 L2.1 1 L2.1 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 BELOWMEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! BYDESCRIPTIONNO.DATE X:\PROJECTS\NORTH 7TH AVENUE\07 - CD\PHASE 2 AND 3\CAD\SHEETS\DHM-DETL-SHEETS(CONFLICTED COPY 2019-07-30 - FOR MKTGSYNCBOZ).DWG PLOTTED BY:ERIC MEADOWS ON Nov/25/2019 2019 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 - 2019 BOZEMAN MONTANA LANDSCAPE AND HARDSCAPE DETAILS 0417.063 X L2.1 EM EM EM 12/2019 TREE GRATE FRAME INSTALLATION 1/2" = 1'-0" 4 L2.1 DETAIL TREE GRATE NOT TO SCALE 1 L2.1 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 NOTE: NEENAH FOUNDRY - TREE GUARD MODEL NF43016, TYPE D STEEL - BLACK POWDERCOAT COMPONENT NUMBER: 9996-3521 TREE GRATE FRAME NOT TO SCALE 3 L2.1 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 L2.1 DETAIL - 2020 RECORD DRAWING 37 " 18 " Ø178" 20" 10" 1 5 8 " TOP VIEW FRONT VIEW SIDE VIEW ISOMETRIC VIEW CRUSHED BASE COURSE 5" THICK CONCRETE FOOTING STAINLESS STEEL CONCRETE SCREW ANCHORS PERMEABLE UNIT PAVERS BIKE RACK1 L2.2 4 L2.0 3'- 1 " 2'- 0 " 8" TYP. 2'-0" ALIGN 8" 8" CL 2'-0" 5" 8" CL CONCRETE FOOTING (BELOW GRADE) CL 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 BELOWMEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! BYDESCRIPTIONNO.DATE X:\PROJECTS\NORTH 7TH AVENUE\07 - CD\PHASE 2 AND 3\CAD\SHEETS\DHM-DETL-SHEETS(CONFLICTED COPY 2019-07-30 - FOR MKTGSYNCBOZ).DWG PLOTTED BY:ERIC MEADOWS ON Nov/25/2019 2019 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 - 2019 BOZEMAN MONTANA LANDSCAPE AND HARDSCAPE DETAILS 0417.063 X L2.2 EM EM EM 12/2019 BIKE RACK NOT TO SCALE 1 L2.2 DETAIL NOTES: 1.PRODUCT: MAGLIN MBR100-S SERIES, SURFACE MOUNT 2.FINISH: FINE TEXTURED (MATTE), SLATE COLOR 3.12" X 3 - 34" STAINLESS STEEL CONC. SCREW ANCHORS FOR MOUNTING BIKE RACK MOUNTING NOT TO SCALE 3 L2.2 DETAIL BIKE RACK MOUNTING DETAIL3 L2.2 - 2020 RECORD DRAWING // / // / // / /// /// /// /// /// /// /// /// /// /// /// /// ///////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ///////// /// /// /// /// /// /////////////// /// /// / / / 13 SS 3 PL 5 SS 9 PL5 CK 10 BB 56 BB 13 CK 11 SS 2 HS2 4 HS2 7 LA 20 VI 34 VI 4 AM 5 HS 5 HO 33 PL 2 MD 16 HP 6 CK 7 HS 6 EM 13 EM 19 HS 7 AM 12 LK 24 GO 68 GO 24 CC 19 HP 21 NR 18 CC 7 HO 10 LA 13 LA TREES CODE QTY BOTANICAL / COMMON NAME CONT CAL MD 2 MALUS X ADSTRINGENS 'DURLEO'#15 1.5" GLADIATOR CRABAPPLE SHRUBS CODE QTY BOTANICAL / COMMON NAME CONT PL 45 PEROVSKIA ATRIPLICIFOLIA `LITTLE SPIRE` TM #2 LITTLE SPIRE RUSSIAN SAGE SS 29 SPIRAEA JAPONICA `LITTLE PRINCESS`#5 LITTLE PRINCESS JAPANESE SPIREA ANNUALS/PERENNIALS CODE QTY BOTANICAL / COMMON NAME CONT AM 11 ACHILLEA X `MOONSHINE`#1 MOONSHINE YARROW CC 42 CAMPANULA ROTUNDIFOLIA #1 COMMON HAREBELL EM 19 ECHINACEA PURPUREA `MAGNUS`#1 MAGNUS PURPLE CONEFLOWER HO 12 HEMEROCALLIS X `STELLA DE ORO`#1 STELLA DE ORO DAYLILY HP 35 HEUCHERA AMERICANA `PALACE PURPLE`#1 ROCK GERANIUM HS2 6 HOSTA SIEBOLDIANA `ELEGANS`#1 SIEBOLDIANA ELEGANS HOSTA LK 12 LIATRIS SPICATA `KOBOLD`#1 SPIKE GAYFEATHER NR 21 NEPETA RACEMOSA `WALKER`S LOW`QT. CATMINT GRASSES CODE QTY BOTANICAL / COMMON NAME CONT CK 24 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`#2 FEATHER REED GRASS HS 31 HELICTOTRICHON SEMPERVIRENS #2 BLUE OAT GRASS GROUND COVERS CODE QTY BOTANICAL / COMMON NAME CONT SPACING BB 66 BOUTELOUA GRACILIS `BLONDE AMBITION`#1 18" o.c. BLUE GRAMA GO 92 GALIUM ODORATUM QT.12" o.c. SWEET WOODRUFF LA 30 LYSIMACHIA NUMMULARIA `AUREA`QT.18" o.c. GOLDEN CREEPING JENNY VI 54 VINCA MINOR `ILLUMINATION` TM #1 24" o.c. ILLUMINATION DWARF PERIWINKLE PLANT SCHEDULE NORTH 7TH AVENUE COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOWMEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! BYDESCRIPTIONNO.DATE X:\PROJECTS\NORTH 7TH AVENUE\07 - CD\PHASE 2 AND 3\CAD\SHEETS\DHM-PARCELS.DWG PLOTTED BY:ERIC MEADOWS ON Dec/12/2019 2019 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 - 2019 BOZEMAN MONTANA PARCEL S LANDSCAPE PLAN 0417.063 X L3.0 EM CGK/CJK EM 12/2019 SCALE IN 010 10 205 FEET EXISTING TREES TO REMAIN NOTES: 1.FOR PROPOSED GRADES AND UTILITY INFORMATION SEE CIVIL SET 2.SOME GEOMETRY SHOWN ON PLAN IS BASED ON AERIAL IMAGERY. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN FIELD 3.ALL PLANTS TO RECEIVE SUBSURFACE DRIP IRRIGATION. CONTRACTOR IS RESPONSIBLE FOR DESIGN AND INSTALLATION OF IRRIGATION SYSTEM INCLUDING RETROFIT OF EXISTING SYSTEM. AS-BUILT PLANS TO BE PROVIDED TO OWNER. 4.LANDSCAPE WEED FABRIC TO BE INSTALLED BELOW ALL MULCH AREAS. OPENINGS ARE TO BE CUT IN THE FABRIC FOR PLANT INSTALLATION. CONTINUOUS OPENINGS ARE TO BE PROVIDED FOR SPREADING GROUNDCOVERS PLANTED EN MASSE. 5.LANDSCAPE ARCHITECT TO APPROVE LAYOUT OF ALL PLANTS BEFORE INSTALLATION. 6.PROVIDE PHYSICAL SAMPLES OF ROCK MULCH AND BARK MULCH FOR REVIEW AND APPROVAL 7.CONTRACTOR IS RESPONSIBLE FOR STRIPPING EXISTING TURF GRASS AND HAULING MATERIAL OFF-SITE. ENTIRETY OF TURF GRASS ROOTMAT IS TO BE REMOVED. 8.SEE PLANTING DETAILS FOR INFORMATION ON AMENDING EXISTING SOIL PLAN LEGEND W L A M M E S T LANDSCAPE ARCHITECTURE URBAN DESIGN + LAND PLANNING ECOLOGICAL PLANNING 27 E Main Street Suite D Bozeman, MT 59715 |406.219.2012 AL L E Y ROCK MULCH - 3" THK. "MEDICINE MOUNTAIN RED," OR APPROVED EQUAL BARK MULCH - 3" HARDWOOD OR SHREDDED CEDAR MULCH BOULDERS - "CHIEF CLIFF," OR APPROVED EQUAL STEEL EDGER PARCEL S PLANTING PLAN EXISTING PARKING AREA EXISTING COMMERCIAL BLDG EXISTING CONC. SIDEWALK RELOCATED SIGN EXISTING TREE TO REMAIN EXISTING SHRUBS TO REMAIN 1 L2.1 SHRUB PLANTING 4 L2.1 BOULDER IN LANDSCAPE 2 L2.1 PERENNIAL AND GROUNDCOVER PLANTING 5 L2.1 STEEL EDGER 6 L2.1 DECIDUOUS TREE PLANTING - 2020 RECORD DRAWING IRRIGATION POC CONTROLLER IN BASEMENT (A.B.) COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOWMEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! BYDESCRIPTIONNO.DATE X:\PROJECTS\NORTH 7TH AVENUE\07 - CD\PHASE 2 AND 3\CAD\SHEETS\DHM-PARCELS.DWG PLOTTED BY:ERIC MEADOWS ON Dec/12/2019 2019 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 - 2019 BOZEMAN MONTANA PARCEL S DETAILS 0417.063 X L3.1 EM EM EM 12/2019 LANDSCAPE ARCHITECTURE URBAN DESIGN + LAND PLANNING ECOLOGICAL PLANNING 27 E Main Street Suite D Bozeman, MT 59715 |406.219.2012 2'-0'' MIN. 1" MIN. CONCRETE CURB, SIDEWALK, BLDG FACADE, EDGER, ETC. - SEE PLANS APPLY MULCH SPECIFIED DEPTH (MIN. 3") REMOVE CONTAINER AND GENTLY LOOSEN ROOTS FILL PIT WITH 70% TOPSOIL, 30% ORGANIC COMPOST NOTES: 1.ANY BROKEN OR CRUMBLING ROOTBALLS WILL BE REJECTED. 2.REMOVING THE CONTAINERS WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS. 3.HOLD GRADE 1'' BELOW EDGE OF WALK OR CURB 4.SEE PLANS FOR MULCH TYPE PRUNE ALL DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING. SET SHRUB 1" HIGHER THAN THE GRADE AT WHICH IT GREW. DIG PLANT PIT TWICE AS WIDE AS THE CONTAINER, MIN. ROUGHEN SIDES OF PLANT PIT SCORE SIDES OF ROOTBALL OF ROOTBOUND PLANTS ONLY. 2 X DIAMETER ROOTBALL, MIN. SHRUB PLANTING NTS LANDSCAPE WEED FABRIC 1 P-PU-N7P2-09 PERENNIAL AND GROUNDCOVER PLANTING 3/8" = 1'-0" APPLY SPECIFIED MULCH 3" DEEP. MULCH AROUND PLANT BASE MAY BE THINNER (TAPER). DO NOT BURY PLANTS WITH MULCH. PLANT SPACING AS SPECIFIED PLANTING PIT 2x DIAMETER OF ROOTBALL AMENDED BACKFILL WITH 70% COMPOST REMOVE POTS PRIOR TO PLANTING NOTES: 1.GENTLY TEASE OUT ROOTS DURING INSTALLATION 2.LANDSCAPE WEED FABRIC OPENINGS SHALL BE CONTINUOUS FOR MASS PLANTINGS OF SPREADING GROUNDCOVERS LANDSCAPE WEED FABRIC - CUT OPENINGS DURING PLANT INSTALLATION 2 P-PU-N7P2-28 EDGE OF BED, CURB, OR WALK PLANT LOCATION NOTE: ALIGN FRONT ROW PARALLEL TO BED LINE B D AA D TRIANGULAR SPACING FOR PLANTING LAYOUT NTS C C C 3 P-PU-N7P2-10 "CHIEF CLIFF" BOULDERS, OR APPROVED EQUAL BURY BOTTOM 13 OF BOULDER 4" COMPACTED ROAD BASE UNDISTURBED SUBGRADE NOTES: 1.PROVIDE A RELATIVELY EQUAL DISTRIBUTION OF ALL BOULDER SIZE CLASSES. 2.CONTRACTOR TO PROVIDE PHOTOGRAPHS, DIMENSIONS, AND QUANTITIES OF BOULDERS, FOR APPROVAL. 3.BOULDERS SHOULD NOT BE SCARRED OR MARKED 4.LANDSCAPE ARCHITECT TO COORDINATE POSITION AND PLACEMENT OF BOULDERS IN THE FIELD WITH CONTRACTOR. 5.BOULDERS ARE TO BE BLOCKY AND TOP FACE TO BE SET RELATIVELY FLAT / PARALLEL TO FINISHED GRADE SECTION 9" - 2 2 " 30" - 42" BOULDER IN LANDSCAPE 1" = 1'-0" SEE PLANS FOR ADJACENT CONDITIONS PRECEDENT IMAGE: IMAGE SHOWS BOULDER AND ROCK MULCH INTERFACE 4 P-PU-N7P2-06 1" M I N . SEE PLANS FOR ADJACENT CONDITION PLANTING BED WITH SPECIFIED MULCH DEPTH 6" FLAT BAR A-36 HOT ROLLED STEEL SPECIFIED LANDSCAPE FABRIC - ROLL EDGE UNDER EDGING AS SHOWN 18" LENGTH REBAR WELDED TO EDGER, SPACED 4' O.C. NOTES: 1.SET ALL EDGING 1" ABOVE FINISH GRADE AS SHOWN 2.STEEL BAR TO BE 14" THICK FOR STRAIGHT SPANS AND 316" THICK FOR CURVES 3.EDGING SHALL ABUT ALL CONCRETE CURBS AND WALKS PERPENDICULAR, AND FLUSH WITH GRADES OF CONCRETE 4.ALL JOINTS TO BE WELDED AND CORNER TO BE "STAKED" 5."END STAKES" REQUIRED AT ALL END JOINTS 6.CONTRACTOR SHALL SET TOP EDGE(S) PARALLEL WITH GRADE STEEL EDGER 1 1/2" = 1'-0"5 P-PU-N7P2-01 2X DIAMETER OF ROOTBALL, MIN. NOTES: 1. BARK MULCH SHOULD BE 3" DEEP. 2. ALL TREES MAY BE STAKED FOR ONE YEAR IF PROPOSED BY LANDSCAPE CONTRACTOR AND/OR APPROVED BY OWNER. PULL MULCH 6" FROM TRUNK DO NOT CUT LEADER PLANT TREE W/ TOP OF ROOTBALL 1-2" ABOVE FINAL GRADE APPLY MULCH 3" DEEP 3" HEIGHT WATER SAUCER IN NON-TURF AREAS BACKFILL WITH 70% TOPSOIL, 30% ORGANIC COMPOST AFTER TREE IS SET IN PLANTING PIT, REMOVE ALL TWINE & WIRE FROM TOP & SIDES OF ROOTBALL. PULL BURLAP BACK 1/3 (MIN.) SET ROOTBALL ON UNDISTURBED SUBGRADE - DO NOT OVER-EXCAVATE PRUNE DAMAGED OR DEAD WOOD DECIDUOUS TREE PLANTING NTS6 P-PU-N7P2-05 - 2020 RECORD DRAWING /// //////////////////////// /// /// /// ///////// ///////// ////// /// //////////// /// ////// ///////// ////// / / / /// /// /// ///////// //////////////////////// /// ////////////////// /// ////// //////////// //////////// /// /// /// ///////// ///////// ////// /// ////// ///////////////////// ////// ///////// ///////// //////////////////////////////////////////////////////////// //////////// ////// ////// /////////////// //////////// /// /// ////// ////// //////////// /// /// ////////////////// ///////// GG GGG GGG GGG GGG G G GG /////////////// ////// ///////// /////////////// /// /// /// /// /////////////////////////////////// / /// /// /////////////// /// ///(1)3''(1)2'' (1)3''(2)2''(1)3''(2)2''(1)3''(2)2'' (1)3''(1)2'' 1"2A3 1"4A1 (1)3''(1)2'' 1''3A4 1''3A7 1''3A9 1''3A8 1''3A5 1''3A6 (1)3''(2)2''(1)3''(2)2'' (1)3''(1)2'' (1)3''(1)2''(1)3''(1)2'' (1)3''(1)2'' (1)3''(2)2''(1)3''(2)2''(1)3''(2)2''(1)3''(2)2'' (1)2''(1)2''(1)2''(1)2''(1)2''(1)2''(1)2''(1)2''(1)2''(1)2''(1)2''(1)2''(1)2''(1)2''(1)2''(1)2'' M V V (1)3''(1)2'' (1)3''(1)2'' V V V(1)3''(2)2'' V (1)3''(2)2'' V M V M (1)3''(1)2''(1)3''(1)2'' (1)3''(1)2'' G G G G G (1)2''(1)2''(1)2''(1)2''(1)2''(1)2''(1)2''(1)2'' (1)3''(2)2''(1)3''(2)2''(1)3''(2)2''(1)3''(2)2''(1)3''(2)2'' MM M (1)3''(2)2''(1)3''(2)2''(1)3''(2)2''(1)3''(2)2''(1)3''(2)2'' 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 SCALE IN 0100 100 20050 FEET PLAN AREA 2 SHEET I1.3 PLAN AREA 3 SHEET I1.4 PLAN AREA 4 SHEET I1.5 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! BYDESCRIPTIONNO.DATE T:\5900-5999 JOBS\5991-7TH AVE -BOZEMAN\PHASE 2 & 3 07-10-19\-IRR-CD-PHASE 2&3-REV.DWG PLOTTED BY:KEN DIPAOLO ON Jul/27/2019 2019 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 - 2019 BOZEMAN MONTANA SITE OVERVIEW 0417.063 X I1.0 KJD KJD JSB 8/2019 PHASE 1 - N.I.C. (CONSTRUCTION COMPLETED SUMMER 2018 ) PLAN AREA 1 SHEET I1.2 POINT OF CONNECTION #1 - 1" PEAK FLOW REQUIREMENT: 15 GPM. REQUIRED STATIC PRESSURE: 70 PSI TIE ONTO EXISTING 1'' COPPER STUB-OUT DOWNSTREAM OF WATER METER AT 54'' DEPTH IN THIS APPROXIMATE LOCATION (REFER TO CIVIL PLANS). EXTEND 1'' TYPE K SOFT COPPER AT 54'' MINIMUM DEPTH TO BACKFLOW PREVENTER LOCATION. INSTALL ONE 1'' STOP AND WASTE VALVE, ONE 1'' REDUCED PRESSURE BACKFLOW PREVENTER WITH PROTECTIVE ENCLOSURE, ONE MANUAL DRAIN VALVE, ONE 1'' FLOW SENSOR, ONE 1" MASTER VALVE, ONE QUICK COUPLER, ISOLATION GATE VALVES AND EXTEND PVC MAINLINE AS SHOWN. EXTEND 2-WIRE CABLE FROM THE FLOW SENSOR (WITH SENSOR DECODER) AND MASTER VALVE (WITH VALVE DECODER) TO CONTROLLER "A". CONNECT WIRES TO THE APPROPRIATE SENSOR INPUT PORTS. SEE DETAIL SHEET FOR REQUIRED PIPE LENGTHS UPSTREAM AND DOWNSTREAM OF FLOW SENSING UNIT. WORK SHALL CONFORM TO LOCAL CODE. FEES AND PERMITS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID FOR BY CONTRACTOR. FINAL BACKFLOW PREVENTER LOCATION SHALL BE REVIEWED AND APPROVED BY CONSULTANT PRIOR TO INSTALLATION. CONTROLLER LOCATION "A" PEDESTAL MOUNT ONE CONTROLLER (REFER TO SCHEDULE FOR MODEL & STATION COUNT) AT INDICATED LOCATION. 120 VOLT POWER IS AVAILABLE WITHIN 15 LF. OF CONTROLLER LOCATION (RE: CIVIL PLANS). ELECTRICAL METER, WIRE/CONDUIT, STEP-DOWN TRANSFORMER (IF REQUIRED) AND POWER CONNECTION TO CONTROLLER IS BY CONTRACTOR WITH WORK CONFORMING TO LOCAL CODES. EXTEND 2-WIRE CABLE FROM THE FLOW SENSOR (WITH SENSOR DECODER) AND MASTER VALVE (WITH VALVE DECODER) TO ASSOCIATED CONTROLLER. CONNECT WIRES TO THE APPROPRIATE SENSOR INPUT PORTS. FEES AND PERMITS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID BY CONTRACTOR. FINAL CONTROLLER LOCATION SHALL BE APPROVED BY CONSULTANT PRIOR TO INSTALLATION. MOUNT ONE RAIN SENSOR ON POLE WHERE THERE IS 20 FT. OF CLEARANCE FROM ANY OVERHANG OR OBSTRUCTING FEATURE. INSTALL RAIN SENSOR RECEIVER IN CONTROLLER ENCLOSURE. FINAL RAIN SENSOR LOCATION SHALL BE APPROVED BY CONSULTANT PRIOR TO INSTALLATION. 860 Tabor Street, Suite 200 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com Irrigation Consulting & Water Management 2020 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! BYDESCRIPTIONNO.DATE T:\5900-5999 JOBS\5991-7TH AVE -BOZEMAN\PHASE 2 & 3 07-10-19\-IRR-CD-PHASE 2&3-REV.DWG PLOTTED BY:KEN DIPAOLO ON Jul/27/2019 2019 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 - 2019 BOZEMAN MONTANA IRRIGATION NOTES & SCHEDULE 0417.063 X I1.1 KJD KJD JSB 8/2019 860 Tabor Street, Suite 200 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com Irrigation Consulting & Water Management RAIN BIRD XFS-09-12 GRID LAYOUT SPACED PER DETAIL SUBSURFACE DRIPLINE - TREE 17 & 18 RAIN BIRD XCZ-100-PRB-COM W/ DECODER DRIP VALVE ASSEMBLY 12 & 13 DRIP LINE BLOW-OUT STUB 15 RAIN BIRD 44-RLT QUICK COUPLING VALVE 8 RAIN BIRD ESP-D (50 ST. 2-WIRE)2-WIRE ELECTRIC CONTROLLER 3 RAIN BIRD RSD-BEx RAIN SENSOR DEVICE -WIRELESS 4 WILKINS 375XL W/ PRV RP BACKFLOW PREVENTER D2.2 DTL.#1 N/S LOK ROK GLRN2 BACKFLOW PREVENTER ENCLOSURE D2.2 DTL.#2 RAIN BIRD EFB-CP MASTER CONTROL VALVE 6 & 13 RAIN BIRD FS-100-P FLOW SENSOR 5 & 13 N/S MATCO 201X MANUAL DRAIN VALVE 9 LINE SIZE GATE VALVE 7 CLASS 200 BE - 212" & SMALLER PVC MAINLINE 10 & 16 #100 NSF POLY LATERAL -1" MIN.10 & 16 CLASS 160 PVC SLEEVING 11 N/S RAIN BIRD FD-TURF VALVE DECODER 13 N/S RAIN BIRD SD-210 SENSOR DECODER 13 N/S PAIGE P7072D 2-WIRE DECODER CABLE N/S RAIN BIRD LSP1TURF SURGE PROTECTION 14GA GPM CONTROL VALVE SIZE CONTROLLER & STATION NO. 1.DRAWINGS AND BASE INFORMATION - ALL BASE AND PLANTING INFORMATION HAVE BEEN PROVIDED BY DHM DESIGN. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY HYDROSYSTEMS*KDI OF ANY DISCREPANCIES BETWEEN THE UTILITY OR PLANTING PLANS AND THE IRRIGATION PLAN. IF CONTRACTOR FAILS TO NOTIFY HYDROSYSTEMS*KDI AND MAKES CHANGES TO THE IRRIGATION SYSTEM DESIGN, HE ASSUMES ALL COSTS AND LIABILITIES ASSOCIATED WITH THOSE FIELD CHANGES. REFER TO SPECIFICATIONS FOR ADDITIONAL PROJECT REQUIREMENTS. 2.SYSTEM PRESSURE - HYDROSYSTEMS*KDI HAS CONTACTED THE LOCAL WATER DISTRICT THAT SERVES THIS SITE AND THEY HAVE BEEN TOLD THAT THE STATIC WATER PRESSURE IN THIS AREA SHOULD BE 70 PSI MIN. THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY PRESSURE PRIOR TO COMMENCING ANY CONSTRUCTION AND NOTIFY HYDROSYSTEMS*KDI OF ANY VARIANCE FROM THE STATED PRESSURE. IF CONTRACTOR FAILS TO FIELD VERIFY PRESSURE AND/OR NOTIFY HYDROSYSTEMS*KDI OR ANY VARIATIONS FROM THIS PRESSURE, THEN HE ASSUMES ALL CONSTRUCTION AND ENGINEERING COSTS ASSOCIATED WITH SYSTEM MODIFICATIONS REQUIRED TO ACCOMMODATE ACTUAL SITE PRESSURE. THE IRRIGATION SYSTEM HAS BEEN DESIGNED FOR A REQUIRED STATIC PRESSURE OF 70 PSI MINIMUM. 3.IRRIGATION SYSTEM OPERATION INTENT - THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TO IRRIGATE THE ESTABLISHED LANDSCAPE WITHIN A SIX NIGHT PER WEEK, EIGHT HOUR PER NIGHT WATERING WINDOW. ESTABLISHMENT WATERING WILL REQUIRE UP TO TWICE AS MUCH IRRIGATION FOR A FOUR TO SIX WEEK PERIOD. THE DESIGN IS BASED ON THE FOLLOWING PROJECTED WEEKLY APPLICATION RATES AFTER ESTABLISHMENT. THESE FIGURES ARE BASED ON A 30-YEAR AVERAGE WEATHER DATA AND WILL NEED TO BE ADJUSTED DUE TO SEASONAL CHANGES AND WEATHER CONDITIONS ABOVE AND BELOW THE AVERAGE VALUES UTILIZED. ORNAMENTAL PLANTINGS 1.00" PER SQ. FOOT OF CANOPY / WEEK PEAK SEASON 4.EQUIPMENT INSTALLATION - IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATION EQUIPMENT BE INSTALLED WITHIN PROPERTY LIMITS AND WITHIN LANDSCAPED AREAS. ANY EQUIPMENT SHOWN OUTSIDE OF THESE LIMITS IS SHOWN IN THAT LOCATION FOR GRAPHICAL CLARITY ONLY. ALL VALVE BOXES SHALL BE INSTALLED A MINIMUM OF 2'-0" FROM EDGE OF ANY PAVED SURFACES. ALL VALVE BOXES SHALL BE PLACED A MINIMUM OF 3'-0" FROM THE CENTERLINE OF ANY DRAINAGE SWALE. 5.SLEEVING - ALL SLEEVING UNDER PAVED SURFACES SHOWN ON PLANS IS BY CONTRACTOR UNLESS OTHERWISE NOTED. SLEEVING SHALL BE INSTALLED IN THE SIZES AND QUANTITIES SHOWN ON PLANS OR BASED ON THE SCHEDULE BELOW. WHERE SLEEVES ARE SHOWN, BUT NOT LABELED, FOLLOW THE SCHEDULE BELOW. ALL MAINLINE, CONTROL WIRES AND DRIP LINES UNDER PAVED SURFACES ARE TO BE INSTALLED IN SLEEVING. SLEEVED PIPE SIZE/WIRE QUANTITY REQUIRED SLEEVE SIZE & (QUANTITY) 34" - 114" PIPING 2" PVC (1) 112" - 2" PIPING 3" PVC (1) 2-WIRE CABLE 2" PVC (1) 6.MANUAL DRAIN VALVES - CONTRACTOR TO INSTALL ONE MANUAL DRAIN VALVE ON PRESSURE SUPPLY LINE DIRECTLY DOWNSTREAM OF BACKFLOW PREVENTER AND AT ALL LOW POINTS AND DEAD ENDS OF PRESSURE SUPPLY PIPING TO INSURE COMPLETE DRAINAGE OF SYSTEM. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THESE LOCATIONS IN-FIELD AND INSTALLATION LOCATIONS SHALL BE NOTED ON AS-BUILTS. 7.TREE DRIP IRRIGATION - REFER TO IRRIGATION DETAIL SHEET FOR DRIP EMITTER QUANTITIES AND PLACEMENT. 8.UNLABELED PIPING - ALL UNLABELED LATERAL PIPING SHALL BE 1" MINIMUM UNLESS OTHERWISE NOTED. 9.2-WIRE SYSTEM NOTES - CONTRACTOR SHALL INSTALL ALL TWO-WIRE COMPONENTS PER MANUFACTURES RECOMMENDATIONS AND STANDARDS. 9.1.CONTRACTOR SHALL USE ONLY MANUFACTURED 2-WIRE DECODER CABLE (SEE SCHEDULE FOR SPECIFIC 2-WIRE CABLE). 9.2.USE DIFFERENT COLOR 2-WIRE DECODER CABLE FOR EACH CONTROLLER 9.3.ONLY USE SINGLE STATION DECODERS (SEE SCHEDULE FOR SPECIFIC MODEL). 9.4.ONLY USE SENSOR DECODER FOR FLOW SENSOR (SEE SCHEDULE FOR SPECIFIC MODEL) IF INDICATED ON PLANS. 9.5.LOOP 5' OF 2-WIRE DECODER CABLE INTO ALL VALVE BOXES (WITH DECODERS AND SPLICES) FOR MAINTENANCE. 9.6.USE ONLY 3M DBR-6 WATERPROOF CONNECTORS ON ALL WIRE SPLICES AND ALL WIRE SPLICES ARE TO BE MADE WITHIN A VALVE BOX WITH CONTROL VALVES OR A SEPARATE 10" ROUND VALVE BOX FOR WIRE SPLICES. 9.7.INSTALL SURGE PROTECTOR RODS OR PLATES 8 LF. FROM VALVES, DECODERS, AND COMMUNICATION WIRE. 9.8.GROUND ALL DECODERS AND DECODER WIRE A MINIMUM OF EVERY 500' OF WIRE OR EVERY 8TH DECODER AND AT ALL ENDS OF 2-WIRE DECODER CABLE RUN. 9.9.LOOP EXTRA 10' OF 2-WIRE DECODER CABLE INTO A VALVE BOX AT PHASING LINES FOR FUTURE CONNECTION (IF INDICATED ON PLANS). 1.IRRIGATION EQUIPMENT IS SHOWN OUTSIDE OF LANDSCAPEDAREAS, SILVA CELLS OR TREE PITS FOR GRAPHICAL CLARITY ONLY.INSTALL ALL IRRIGATION EQUIPMENT WITHIN LANDSCAPED AREASOR PER DETAILS. ALL PIPING UNDER PAVING SHALL BE SLEEVED, REFER TO CONSTRUCTION NOTES AND SPECIFICATIONS. 2.REFER TO LANDSCAPE PLANS FOR BOX LOCATIONS AS THEY RELATETO OTHER ELEMENTS. COORDINATE GENERAL CONTRACTOR FORINSTALLATION PRIOR TO FLATWORK AND TO ALIGN WITH SCORING. 3.SPACING OF DRIPPERLINES WITHIN BEDS AND STRATAVAULTSTRUCTURAL CELL MODULES ARE PER PLAN AND SCHEDULE.MINIMUM QUANTITIES OF LINES SHOWN FOR INDICATED SPACING IS LABELED COORDINATE WITH GENERAL CONTRACTOR TO INSTALL IRRIGATIONWITHIN STRATAVAULT STRUCTURAL CELL MODULES AREAS PRIOR TO TOP DECK INSTALLATION. COORDINATE PULL BOX LOCATIONS PRIORTO INSTALLATION OF SIDEWALKS AND ALIGN WITH ANY APPLICABLESCORING PLANS. REFER TO PLANS FOR LAYOUT OF SLEEVED TUBINGAND QUANTITY OF LINES. 2020 RECORD DRAWING /// /// /// /// /// /// /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// /// /// /// /// /// /// /// /// /// /// /// /// /// //////////////////////// /// /// /// /// /// //////////// /// /// /// /// /// /////////////// /// /// ///////////////////////////////// /// /// /// /// /// /// /// /// /// /// /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /////////////////////////// /// /// /// ////// /// /// /// /// /// /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// /// /// /// /// /// /// /// /// /// /// /// //////////////////////////////////////////////// //////////////////////////////////// /// /// /// /// /// //////////////////////////////////////////////////////////// /// /// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// /// /// /// /// /// /// /// ////////////////// /// /// /// /// G G /// /// /// /// /// /// /// /// /// /// /// (1)3''(2)2''(1)3''(2)2''(1)3''(2)2'' (1)3''(1)2'' 1"2A3 1"4A1 (1)3''(1)2'' V V (1)3''(2)2'' V M G (1)3''(2)2''(1)3''(2)2''(1)3''(2)2''(1)3''(2)2''(1)3''(2)2'' M M M (1)3''(2)2''(1)3''(2)2''(1)3''(2)2''(1)3''(2)2''(1)3''(2)2'' PLAN AREA 1 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! BYDESCRIPTIONNO.DATE T:\5900-5999 JOBS\5991-7TH AVE -BOZEMAN\PHASE 2 & 3 07-10-19\-IRR-CD-PHASE 2&3-REV.DWG PLOTTED BY:KEN DIPAOLO ON Jul/27/2019 2019 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 - 2019 BOZEMAN MONTANA IRRIGATION PLAN 0417.063 X I1.2 KJD KJD JSB 8/2019 SCALE IN 020 20 4010 FEET LANDSCAPE ARCHITECTURE URBAN DESIGN + LAND PLANNING ECOLOGICAL PLANNING 27 E Main Street Suite D Bozeman, MT 59715 |406.219.2012 W L A M M E S T NORTH 7TH AVENUE W B E A L L S T W L A M M E S T W M E N D E N H A L L S T AL L E Y 1 L2.2 860 Tabor Street, Suite 200 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com Irrigation Consulting & Water Management COORDINATE WITH GENERAL CONTRACTOR TO INSTALL IRRIGATIONWITHIN STRATAVAULT STRUCTURAL CELL MODULES AREAS PRIOR TO TOP DECK INSTALLATION. COORDINATE PULL BOX LOCATIONS PRIORTO INSTALLATION OF SIDEWALKS AND ALIGN WITH ANY APPLICABLE SCORING PLANS. REFER TO PLANS FOR LAYOUT OF SLEEVED TUBINGAND QUANTITY OF LINES. 1. IRRIGATION EQUIPMENT IS SHOWN OUTSIDE OF LANDSCAPEDAREAS, SILVA CELLS OR TREE PITS FOR GRAPHICAL CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT WITHIN LANDSCAPED AREASOR PER DETAILS. ALL PIPING UNDER PAVING SHALL BE SLEEVED,REFER TO CONSTRUCTION NOTES AND SPECIFICATIONS. 2. REFER TO LANDSCAPE PLANS FOR BOX LOCATIONS AS THEY RELATETO OTHER ELEMENTS. COORDINATE GENERAL CONTRACTOR FORINSTALLATION PRIOR TO FLATWORK AND TO ALIGN WITH SCORING. 3. SPACING OF DRIPPERLINES WITHIN BEDS AND STRATAVAULT STRUCTURAL CELL MODULES ARE PER PLAN AND SCHEDULE.MINIMUM QUANTITIES OF LINES SHOWN FOR INDICATED SPACINGIS LABELED CONTRACTOR TO BORE NEW SLEEVES AT ALL STREET LOCATIONS. CUT AND PATCH IS NOT ACCEPTED. CONTRACTOR TO INSTALL 1.5" PVC MAINLINE STUB AND 2-WIRE CABLE TO THIS APPROXIMATE LOCATION. INSTALL IN 10" RD. CONCRETE VALVE BOX, WITH 10' OF 2-WIRE COILED INTO VALVE BOX (FOR FUTURE PHASE). CONTRACTOR TO INSTALL 1.5" PVC MAINLINE STUB AND 2-WIRE CABLE TO THIS APPROXIMATE LOCATION. INSTALL IN 10" RD. CONCRETE VALVE BOX, WITH 10' OF 2-WIRE COILED INTO VALVE BOX (FOR FUTURE PHASE). CONTRACTOR WILL BE RESPONSIBLE FOR MODIFYING AND/OR REPLACING EXISTING IRRIGATION SYSTEM ON THIS PROPERTY AS PART OF LANDSCAPE REHABILITATION AND STREETSCAPE IMPROVEMENT WORK. CONTRACTOR TO BORE NEW SLEEVES AT ALL STREET LOCATIONS. CUT AND PATCH IS NOT ACCEPTED. CONTRACTOR TO BORE NEW SLEEVES AT ALL STREET LOCATIONS. CUT AND PATCH IS NOT ACCEPTED. 2020 ZONE 4 6 TREES (A.B.) ZONE 5 4 TREES (A.B.) RECORD DRAWING ///////////////////// /// /// /// /// /// /// /// /// /////////////////////////// /// /// /// /// /// /// /// /////////////////////////// 12SD 12SD 12SD 12SD GGG GGG G GGGGGG G GGG GGGGGGG G GGGGGGGG G G GGGG GG G G G G G G /// /// /// /// /// /// /// /// /// /// /////////////// /// /// /// ////// /// /// /// ////// /// /// /// /// /// /// /// ////////////////////////////////////////////////////////////////////////////////////////// ////////////////// ////// ///////////////////// //////////// ////// ////// ////// ////// ////// ////// /// /// /// /// /// /// /// /// /// /// /// /// /// ////////////////// ///////////////////////////////////////////////////////// ////// /// /// ////// /// /// ////// (1)3''(1)2'' (1)3''(1)2'' 1''3A4 1''3A5 (1)3''(1)2'' (1)3''(1)2''(1)3''(2)2''(1)3''(2)2''(1)3''(2)2''(1)3''(2)2'' (1)2''(1)2''(1)2''(1)2''(1)2''(1)2''(1)2''(1)2''(1)2''(1)2''(1)2''(1)2''(1)2''V V V G PLAN AREA 2 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! BYDESCRIPTIONNO.DATE T:\5900-5999 JOBS\5991-7TH AVE -BOZEMAN\PHASE 2 & 3 07-10-19\-IRR-CD-PHASE 2&3-REV.DWG PLOTTED BY:KEN DIPAOLO ON Jul/27/2019 2019 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 - 2019 BOZEMAN MONTANA IRRIGATION PLAN 0417.063 X I1.3 KJD KJD JSB 8/2019 SCALE IN 020 20 4010 FEET LANDSCAPE ARCHITECTURE URBAN DESIGN + LAND PLANNING ECOLOGICAL PLANNING 27 E Main Street Suite D Bozeman, MT 59715 |406.219.2012 W B E A L L S T W B E A L L S T W V I L L A R D S T W V I L L A R D S T POINT OF CONNECTION #1 - 1" PEAK FLOW REQUIREMENT: 15 GPM. REQUIRED STATIC PRESSURE: 70 PSI TIE ONTO EXISTING 1'' COPPER STUB-OUT DOWNSTREAM OF WATER METER AT 54'' DEPTH IN THIS APPROXIMATE LOCATION (REFER TO CIVIL PLANS). EXTEND 1'' TYPE K SOFT COPPER AT 54'' MINIMUM DEPTH TO BACKFLOW PREVENTER LOCATION. INSTALL ONE 1'' STOP AND WASTE VALVE, ONE 1'' REDUCED PRESSURE BACKFLOW PREVENTER WITH PROTECTIVE ENCLOSURE, ONE MANUAL DRAIN VALVE, ONE 1'' FLOW SENSOR, ONE 1" MASTER VALVE, ONE QUICK COUPLER, ISOLATION GATE VALVES AND EXTEND PVC MAINLINE AS SHOWN. EXTEND 2-WIRE CABLE FROM THE FLOW SENSOR (WITH SENSOR DECODER) AND MASTER VALVE (WITH VALVE DECODER) TO CONTROLLER "A". CONNECT WIRES TO THE APPROPRIATE SENSOR INPUT PORTS. SEE DETAIL SHEET FOR REQUIRED PIPE LENGTHS UPSTREAM AND DOWNSTREAM OF FLOW SENSING UNIT. WORK SHALL CONFORM TO LOCAL CODE. FEES AND PERMITS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID FOR BY CONTRACTOR. FINAL BACKFLOW PREVENTER LOCATION SHALL BE REVIEWED AND APPROVED BY CONSULTANT PRIOR TO INSTALLATION. CONTROLLER LOCATION "A" PEDESTAL MOUNT ONE CONTROLLER (REFER TO SCHEDULE FOR MODEL & STATION COUNT) AT INDICATED LOCATION. 120 VOLT POWER IS AVAILABLE WITHIN 15 LF. OF CONTROLLER LOCATION (RE: CIVIL PLANS). ELECTRICAL METER, WIRE/CONDUIT, STEP-DOWN TRANSFORMER (IF REQUIRED) AND POWER CONNECTION TO CONTROLLER IS BY CONTRACTOR WITH WORK CONFORMING TO LOCAL CODES. EXTEND 2-WIRE CABLE FROM THE FLOW SENSOR (WITH SENSOR DECODER) AND MASTER VALVE (WITH VALVE DECODER) TO ASSOCIATED CONTROLLER. CONNECT WIRES TO THE APPROPRIATE SENSOR INPUT PORTS. FEES AND PERMITS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID BY CONTRACTOR. FINAL CONTROLLER LOCATION SHALL BE APPROVED BY CONSULTANT PRIOR TO INSTALLATION. MOUNT ONE RAIN SENSOR ON POLE WHERE THERE IS 20 FT. OF CLEARANCE FROM ANY OVERHANG OR OBSTRUCTING FEATURE. INSTALL RAIN SENSOR RECEIVER IN CONTROLLER ENCLOSURE. FINAL RAIN SENSOR LOCATION SHALL BE APPROVED BY CONSULTANT PRIOR TO INSTALLATION. 860 Tabor Street, Suite 200 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com Irrigation Consulting & Water Management COORDINATE WITH GENERAL CONTRACTOR TO INSTALL IRRIGATIONWITHIN STRATAVAULT STRUCTURAL CELL MODULES AREAS PRIOR TOTOP DECK INSTALLATION. COORDINATE PULL BOX LOCATIONS PRIOR TO INSTALLATION OF SIDEWALKS AND ALIGN WITH ANY APPLICABLESCORING PLANS. REFER TO PLANS FOR LAYOUT OF SLEEVED TUBING AND QUANTITY OF LINES. 1. IRRIGATION EQUIPMENT IS SHOWN OUTSIDE OF LANDSCAPEDAREAS, SILVA CELLS OR TREE PITS FOR GRAPHICAL CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT WITHIN LANDSCAPED AREASOR PER DETAILS. ALL PIPING UNDER PAVING SHALL BE SLEEVED,REFER TO CONSTRUCTION NOTES AND SPECIFICATIONS. 2. REFER TO LANDSCAPE PLANS FOR BOX LOCATIONS AS THEY RELATETO OTHER ELEMENTS. COORDINATE GENERAL CONTRACTOR FORINSTALLATION PRIOR TO FLATWORK AND TO ALIGN WITH SCORING. 3. SPACING OF DRIPPERLINES WITHIN BEDS AND STRATAVAULT STRUCTURAL CELL MODULES ARE PER PLAN AND SCHEDULE.MINIMUM QUANTITIES OF LINES SHOWN FOR INDICATED SPACINGIS LABELED CONTRACTOR TO BORE NEW SLEEVES AT ALL STREET LOCATIONS. CUT AND PATCH IS NOT ACCEPTED. CONTRACTOR TO BORE NEW SLEEVES AT ALL STREET LOCATIONS. CUT AND PATCH IS NOT ACCEPTED. CONTRACTOR TO BORE NEW SLEEVES AT ALL STREET LOCATIONS. CUT AND PATCH IS NOT ACCEPTED. CONTRACTOR TO BORE NEW SLEEVES AT ALL STREET LOCATIONS. CUT AND PATCH IS NOT ACCEPTED. 2020 ZONE 311 TREES (A.B.) RECORD DRAWING ZONE 6 4 TREES (A.B.) WEATHER STATION MOUNTED TO WOOD POWER POLE (A.B.) GGGG GG G G G GG GG GGG GGGG GGGGGGGGGGGGGGGGG GGG G G G G T T T ///////// /// /// /// /// /// /// /// /////////////////////////////////////////////////////////////////////////////////////////////////////////////// /// /// /// /// /// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ///////// /// /// /// /// /// // / /// /// /// /// /// /////////////// //////////////////////////////////////////////// ///////// (1)3''(2)2''112''(1)3''(2)2''112''(1)3''(1)2''112'' (1)3''(1)2'' 112'' (1)2''(1)2''(1)2'' M V V (1)3''(1)2''112'' (1)3''(1)2'' 112'' V V (1)3''(2)2'' M (1)3''(1)2''112''(1)3''(1)2''112'' G G (1)2''(1)2''(1)2''(1)2''(1)2''(1)2'' 3 1" A7 (1)3''(1)2''112''(1)3''(2)2''112''(1)3''(2)2''112''(1)3''(2)2''112''(1)3''(2)2''112''(1)3''(2)2''112'' 3 1" A8 6 1" A6 2 1" A5 (1)3''(1)2''112'' PLAN AREA 3 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! BYDESCRIPTIONNO.DATE T:\5900-5999 JOBS\5991-7TH AVE -BOZEMAN\PHASE 2 & 3 07-10-19\-IRR-CD-PHASE 2&3-REV3.DWG PLOTTED BY:KEN DIPAOLO ON May/30/2020 2020 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 - 2019 BOZEMAN MONTANA IRRIGATION PLAN 0417.063 X I1.4 KJD KJD JSB 8/2019 1 ADDENDUM #1 01/24/2020 KJD B1 BULLETIN #1 05/29/2020 KJD SCALE IN 020 20 4010 FEET W. S H O R T S T LANDSCAPE ARCHITECTURE URBAN DESIGN + LAND PLANNING ECOLOGICAL PLANNING 27 E Main Street Suite D Bozeman, MT 59715 |406.219.2012 860 Tabor Street, Suite 200 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com Irrigation Consulting & Water Management REFER TO SHEET I1.0 IRRIGATION OVERALL PLAN I1.1 IRRIGATION NOTES & SCHEDULE I1.2 - I1.5 IRRIGATION PLANS I1.6 - I1.8 IRRIGATION DETAILS CONTRACTOR TO LOCATE EXISTING LATERALLINE PIPING TO BUBBLERS AT THIS APPROXIMATELOCATION (INSTALLED IN PHASE 1 WORK). INSTALLNEW CONTROL VALVE ON THE PHASE 2&3 WORK AND CONNECT TO EXISTING BUBBLER ZONE. EXISTINGBUBBLER ZONE WILL BE REMOVED FROM PRIVATE PROPERTY SYSTEM AND ADDED UNTO NEW PHASE 2 & 3SYSTEM. REFER TO SHEET I1.5 FOR WORK REQUIREDTO DISCONNECT FROM PRIVATE SYSTEM. COORDINATE WITH GENERAL CONTRACTOR TO INSTALL IRRIGATIONWITHIN STRATAVAULT STRUCTURAL CELL MODULES AREAS PRIOR TOTOP DECK INSTALLATION. COORDINATE PULL BOX LOCATIONS PRIOR TO INSTALLATION OF SIDEWALKS AND ALIGN WITH ANY APPLICABLESCORING PLANS. REFER TO PLANS FOR LAYOUT OF SLEEVED TUBING AND QUANTITY OF LINES. 1.IRRIGATION EQUIPMENT IS SHOWN OUTSIDE OF LANDSCAPEDAREAS, SILVA CELLS OR TREE PITS FOR GRAPHICAL CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT WITHIN LANDSCAPED AREASOR PER DETAILS. ALL PIPING UNDER PAVING SHALL BE SLEEVED,REFER TO CONSTRUCTION NOTES AND SPECIFICATIONS. 2. REFER TO LANDSCAPE PLANS FOR BOX LOCATIONS AS THEY RELATETO OTHER ELEMENTS. COORDINATE GENERAL CONTRACTOR FORINSTALLATION PRIOR TO FLATWORK AND TO ALIGN WITH SCORING. 3. SPACING OF DRIPPERLINES WITHIN BEDS AND STRATAVAULT STRUCTURAL CELL MODULES ARE PER PLAN AND SCHEDULE.MINIMUM QUANTITIES OF LINES SHOWN FOR INDICATED SPACINGIS LABELED CONTRACTOR TO BORE NEW SLEEVES AT ALL STREET LOCATIONS. CUT AND PATCH IS NOT ACCEPTED. B1 ZONE 7 (A.B.) ZONE 2 (A.B.) 5 TREES (A.B.) 6 TREES (A.B.) ZONE 1 (A.B.) 4 TREES (A.B.) RECORD DRAWING BORE SLEEVES 2.5' OFF BACK OF CURB (A.B.) G GG G G G GGGGGG G GGGG G G /////////////////////////////////////// /////////////////////////////////////// /////////////// /////////////// (1)2''(1)2''(1)2''(1)2'' PLAN AREA 4 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! BYDESCRIPTIONNO.DATE T:\5900-5999 JOBS\5991-7TH AVE -BOZEMAN\PHASE 2 & 3 07-10-19\-IRR-CD-PHASE 2&3-REV.DWG PLOTTED BY:KEN DIPAOLO ON Jul/27/2019 2019 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 - 2019 BOZEMAN MONTANA IRRIGATION PLAN 0417.063 X I1.5 KJD KJD JSB 8/2019 SCALE IN 020 20 4010 FEET DU R S T O N R D . LANDSCAPE ARCHITECTURE URBAN DESIGN + LAND PLANNING ECOLOGICAL PLANNING 27 E Main Street Suite D Bozeman, MT 59715 |406.219.2012 W P E A C H S T 860 Tabor Street, Suite 200 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com Irrigation Consulting & Water Management COORDINATE WITH GENERAL CONTRACTOR TO INSTALL IRRIGATIONWITHIN STRATAVAULT STRUCTURAL CELL MODULES AREAS PRIOR TO TOP DECK INSTALLATION. COORDINATE PULL BOX LOCATIONS PRIORTO INSTALLATION OF SIDEWALKS AND ALIGN WITH ANY APPLICABLE SCORING PLANS. REFER TO PLANS FOR LAYOUT OF SLEEVED TUBINGAND QUANTITY OF LINES. 1.IRRIGATION EQUIPMENT IS SHOWN OUTSIDE OF LANDSCAPEDAREAS, SILVA CELLS OR TREE PITS FOR GRAPHICAL CLARITY ONLY.INSTALL ALL IRRIGATION EQUIPMENT WITHIN LANDSCAPED AREAS OR PER DETAILS. ALL PIPING UNDER PAVING SHALL BE SLEEVED,REFER TO CONSTRUCTION NOTES AND SPECIFICATIONS. 2.REFER TO LANDSCAPE PLANS FOR BOX LOCATIONS AS THEY RELATE TO OTHER ELEMENTS. COORDINATE GENERAL CONTRACTOR FORINSTALLATION PRIOR TO FLATWORK AND TO ALIGN WITH SCORING. 3.SPACING OF DRIPPERLINES WITHIN BEDS AND STRATAVAULT STRUCTURAL CELL MODULES ARE PER PLAN AND SCHEDULE. MINIMUM QUANTITIES OF LINES SHOWN FOR INDICATED SPACINGIS LABELED CONTRACTOR TO LOCATE EXISTING LATERAL LINE PIPING FROM ELECTRIC CONTROL VALVE AT THIS APPROXIMATE LOCATION (INSTALLED IN PHASE 1 WORK). CUT AND CAP LATERAL LINE AFTER BUBBLER. PIPING BACK TO THE CONTROL VALVE WILL BE ABANDONED IN PLACE. CONTRACTOR TO LOCATE EXISTING ELECTRIC CONTROL VALVE AT THIS APPROXIMATE LOCATION (INSTALLED IN PHASE 1 WORK). REMOVE WIRING FROM PRIVATE PROPERTY IRRIGATION CONTROLLER. REMOVE VALVE AND CAP MAINLINE TEE. LATERAL LINE PIPING WILL BE ABANDONED IN PLACE. 2020 RECORD DRAWING 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! BYDESCRIPTIONNO.DATE T:\5900-5999 JOBS\5991-7TH AVE -BOZEMAN\PHASE 2 & 3 07-10-19\-IRR-CD-PHASE 2&3-REV.DWG PLOTTED BY:KEN DIPAOLO ON Jul/27/2019 2019 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 - 2019 BOZEMAN MONTANA IRRIGATION DETAILS 0417.063 X I1.6 KJD KJD JSB 8/2019 LANDSCAPE ARCHITECTURE URBAN DESIGN + LAND PLANNING ECOLOGICAL PLANNING 27 E Main Street Suite D Bozeman, MT 59715 |406.219.2012 EXTERNAL SIDE VIEW 0.5% SLOPE A NOTES: ·CONTRACTOR TO GROUND AND PROVIDE SURGE PROTECTION FOR CONTROLLER IN ACCORDANCEWITH MANUFACTURER'S RECOMMENDATIONS ANDGROUND ROD(S) SHOWN.·CONTROLLER GROUNDING SHALL COMPLY W/ MANUFACTURER'S SPECIFICATIONS. ·INSTALL A DISCONNECT SWITCH AND 120 VOLT GFIC RECEPTACLE WITHIN PEDESTAL. ·ALL ELECTRICAL WORK TO CONFORM TO LOCALCODE. 6" 18" 6"6" PLAN VIEW 5" 1" CLOSEST IRRIGATEDAREA DISCONNECT SWITCH & RECEPTACLE CONTROLLER INSTALL 4" HT. SELF ADHESIVE VINYL LETTERING CORRESPONDING WITH CONTROLLER # ON OUTSIDESURFACE OF ENCLOSURE DOOR. CONTROL WIRES - NEATLY BUNDLE WIRING & SECURE W/ LOCKING WIRE TIES 34" NON-METALLIC LIQUIDTITE CONDUIT W/ MALEADAPTERS (2) AND LOCK RINGS, WASHERS CONCRETE PAD FINISH GRADE 58"x8' COPPER - CLAD GROUNDINGROD W/ BRONZE CLAMP & 10" ROUNDVALVE BOX (TYPICAL) #6 BARE COPPER GROUNDING WIRE 1" PVC CONDUIT W/ SWEEP ELL - GROUND WIRE3" PVC CONDUIT W/ SWEEP ELL - CONTROL WIRES PROVIDE 48" LENGTH OF ALL SPARE WIRESWITHIN PEDESTAL, NEATLY COILED. 34" PVC CONDUIT W/ SWEEP ELL - 120v SERVICE PREFABRICATED ENCLOSURE FRONTVIEW 3ELECTRIC CONTROLLER PEDESTAL NOTE: MOUNT RAIN SENSOR RECEIVER PER CONTROLLER DETAIL. 10' MIN. 36" MIN. 12" DIAMETER CONCRETE BASE - FORM W/ SONA-TUBE OR EQUAL. POST SHALLBE CENTERED WITHIN BASE. FINISH GRADE 112" DIAMETER SCH. 40GALVANIZED STEEL POST 112"x12" FxF SCH. 40 GALVANIZED TEE W/ 112" MIPT PLUG WIRELESS RAIN SENSOR (MODEL PER SCHEDULE) - TOP OF SENSOR TO BE ABOVE RAIN SHADOW OF BUILDINGGUTTERS, TREES AND/OR ANY OTHEROBSTRUCTIONS RAIN SENSOR 4POLE MOUNTED - Wireless FINISH GRADE 2" 3" 10" ROUND VALVE BOX. BRAND "GV"ON LID OF VALVE BOX. REFER TO TECHNICAL SPECIFICATIONS. GATE VALVE W/ CROSS HANDLE AND SOLID WEDGE DISC. 34" CRUSHED GRAVEL SUMP - FILLBOX TO WITHIN 2" OF TOP OF 6" PVC ACCESS SLEEVE∅ 6" CLASS 160 PVC SLEEVE BOTTOM TOBE NOTCHED AND CONTACT TOP OFPRESSURE MAINLINE PVC PRESSURE MAINLINE SCH. 40 PVC MALE ADAPTER (2) - SIZE TO EQUAL GATE VALVE DIAMETER UNDISTURBED SOIL FINISH GRADE APPLY TEFLON TAPE TO ALL THREADED NIPPLES 3" 2" 10" ROUND VALVE BOX BRAND"QC" INTO VALVE BOX LID. REFER TO TECHNICALSPECIFICATIONS. 34" CRUSHED GRAVEL SUMP -FILL BOX TO WITHIN 2" OFBOTTOM OF QCV LID 1" BRASS NIPPLE LENGTH AS REQUIRED LINE SIZE BRASS COUPLING 12"x12" REBAR STABILIZING STAKETYPICAL TWO SIDES PER QUICK COUPLING VALVE LOCATION LASCO #G 13S-212 UNITIZED SWINGJOINT W/ BRASS INSERT STABILIZER ELBOW. PROVIDE WITH 1" MIPT INLET PRESSURE MAINLINEx1" PVC SERVICE TEE - SOLVENT WELD OR GASKETED FITTING REFERTO SPECIFICAIONS QUICK COUPLING VALVE NO FITTINGS INCLUDING REDUCER BUSHINGS, TEES, ELLS, ETC, SHALL BE INSTALLED WITHIN "METERRUN" DISTANCE. DIAMETER OF FLOW SENSOR TEEAND "METER RUN" PIPING SHALL BE EQUAL. NO REDUCER BUSHINGS, ADAPTERS, ETC. SHALL BE INSTALLED WITHIN FLOW SENSOR TEE. FINISH GRADE RECTANGULAR VALVE BOX WITH EXTENSIONS AS REQUIRED. BRAND "FS" INTO VALVE BOX LID. REFER TO TECHNICAL TO TECHNICALSPECIFICATIONS SPECIFICATIONS. VALVE BOX SHALL NOT REST DIRECTLY ON WIRING. TEE STYLE FLOW SENSOR. REFER TO PLAN & SCHEDULE FOR SIZING, MANUFACTURER, & MODEL. 3/4" GRAVEL SUMP - 2 CU. FT. PVC PRESSURE MAINLINE - REFERTO PLAN FOR DIAMETER. FLOW 10x PIPE DIA.5x PIPE DIA. METER RUN TWO RUNS #14 AWG UFUL WIRING TO SENSOR DECODER PROVIDE ADDITIONAL WIRING WITHIN BOX TO ALLOW REMOVAL OF SENSING UNIT FROM BOXFOR MAINTENANCE PURPOSES. TWO WIRE CABLE WIRING FROM SENSORDECODER TO TWO WIRE PATH DBR-6 (4) FLOW SENSOR 5WITH DECODER FINISH GRADE RECTANGULAR VALVE BOX WITH EXTENSION - BRAND "MV" INTOVALVE BOX LID. REFER TO TECHNICAL SPECIFICATIONS. SLIPxMIPT SCH. 40 PVC ADAPTER (2) PRESSURE MAINLINE 34" CRUSHED GRAVEL SUMP - 2 C.F. ELECTRIC MASTER CONTROLVALVE TWO-WIRE DECODER CABLE TO NEXTDECODER. PROVIDE 60" CONTINUOUS COIL OF ADDITIONAL WIRING WITHIN BOX TOALLOW REMOVAL OF CONTROL VALVE FROM BOX FOR MAINTENANCE PURPOSES. TWO BLACK WIRES TO VALVE SOLENOID DECODER DBR-6 (4) FLOW MASTER VALVE 6WITH DECODER 860 Tabor Street, Suite 200 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com Irrigation Consulting & Water Management 2BACKFLOW ENCLOSUREBACKFLOW PREVENTER 1 REF E R T O D E T A I L O N S H E E T D 2 . 2 REF E R T O D E T A I L O N S H E E T D 2 . 2 DET A I L N O . 1 DET A I L N O . 2 GATE VALVE 7 QUICK COUPLER VALVE 8 NOTE: INSTALL ASSEMBLY IN CONCRETEBOXES WHERE LOCATED IN HARDSCAPED AREAS. MATCH COLOROF HARDSCAPE SURFACES. NOTE: INSTALL ASSEMBLY IN CONCRETE BOXES WHERE LOCATED INHARDSCAPED AREAS. MATCH COLOROF HARDSCAPE SURFACES. COORDINATE WITH GENERAL CONTRACTOR TO INSTALL IRRIGATION WITHIN STRATAVAULT STRUCTURAL CELL MODULES AREAS PRIOR TOTOP DECK INSTALLATION. COORDINATE PULL BOX LOCATIONS PRIORTO INSTALLATION OF SIDEWALKS AND ALIGN WITH ANY APPLICABLE SCORING PLANS. REFER TO PLANS FOR LAYOUT OF SLEEVED TUBINGAND QUANTITY OF LINES. 2020 RECORD DRAWING RAIN SENSOR LOCATED ON POWER POLE NEAREST CONTROLLER (A.B.) 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! BYDESCRIPTIONNO.DATE T:\5900-5999 JOBS\5991-7TH AVE -BOZEMAN\PHASE 2 & 3 07-10-19\-IRR-CD-PHASE 2&3-REV.DWG PLOTTED BY:KEN DIPAOLO ON Jul/27/2019 2019 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 - 2019 BOZEMAN MONTANA IRRIGATION DETAILS 0417.063 X I1.7 KJD KJD JSB 8/2019 LANDSCAPE ARCHITECTURE URBAN DESIGN + LAND PLANNING ECOLOGICAL PLANNING 27 E Main Street Suite D Bozeman, MT 59715 |406.219.2012 FINISH GRADE SUBGRADE RECTANGULAR VALVEBOX WITH CONTROL VALVE AND DECODER SECURE DECODER TO 6"x1" PVC PIPEWITH PIPE CAP VIA. NYLON WIRE TIE (2) REBAR STAKE 1" MINIMUM 12" MINIMUM WIRE PATH FROM CONTROLLER ALLOW 5 FT. SLACK PER DECODER. ALL WIRE TO BETO 14 UAG STANDARDS. REFER TO TWOWIRE PLAN FOR CONTROLLER WIRE MANUFACTURE AND MODEL NUMBER. DECODER, WIRE END DOWN (REFER TO SCHEDULE FOR MODEL NUMBER) ID WIRE PATH TO NEXT DECODER (3M) DBY (2) DECODER INSTALLATION 13TWO-WIRE SYSTEM FINISH GRADE USE WIRE CLAMP TO HOLDGROUNDING WIRE TO ROD DURING CADWELD. 34" CRUSHEDGRAVEL SUMP (2 CU. FT.) 8 FT COPPER GROUNDING ROD OR PLATE (SEE NOTES & SPECS). 3" #6 SOLID COPPER WIRE FROM ARRESTOR TO GROUNDING RODOR PLATE (SEE NOTES & SCHEDULE). LIGHTNING ARRESTOR WATER PROOF CONNECTORPER SPECS. TWO-WIRE CABLE TONEXT DEVICE (DECODER, ORARRESTOR) MAINLINE & WIRE PATH GROUNDING ROD PLAN VIEW, TYPICAL CROSS SECTION VIEW 8'-12' MIN.NOTE:·ALL GROUNDING PER ASIC GUIDELINES. ·GROUNDING ROD MUST BE INSTALLED INSIDE AN IRRIGATED AREA. ·GROUNDING TO 10 OHMS MAXIMUM. ·GENERAL LAYOUT OF ROD AS SHOWN.·NO ELECTRONIC EQUIPMENT SHALL BE PLACEDWITHIN THE GROUNDING ROD BUFFER AREA.·IF MINIMUM BUFFER AREA CANNOT BEACHIEVED DUE TO NARROW LANDSCAPE AREA OR OTHER PHYSICAL RESTRICTIONS,CONTRACTOR TO USE GROUNDING PLATE PER MANUFACTURER'S RECOMMENDATIONS. 10" ROUNDVALVE BOX TWO-WIRE SYSTEM ARRESTOR GROUNDING 14 860 Tabor Street, Suite 200 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com Irrigation Consulting & Water Management 18" BACKFILL MATERIAL (TYP.) 14" 24" SPRAY HEAD LATERALPIPING OR DRIP LINEHEADER. DECODER DBR-6 (5) 34" PVC BALL VALVE WITH 34" PVCINSxMIPT ADAPTER AND S.S. CLAMP 34" DRIP TUBING - COIL SUFFICIENTLENGTH IN BOX TO EXTEND HOSEADAPTER OUTSIDE OF VALVE BOX. 34" WASHED RIVER ROCK SUMP (1CU. FT.) INSERT TEE WITH CLAMPS 10" ROUND VALVE BOX WITH COVER- BRAND "DB" INTO VALVE BOX LID. REFER TO TECHNICALSPECIFICATIONS. SECTIONPLAN DISTANCES VARY: CONTRACTOR SHALLLOCATE FLUSH VALVE BOX TO BE SCREENED BY PLANT MATERIAL ANDACCESSIBLE. OPERATIONAL INDICATOR SHALL BE LOCATED FOR EASYVISIBILITY DURING OPERATION PLANT MATERIAL INDICATOR HEAD PLANTER BED WALL OR EDGER FLUSH VALVE POLY PIPE FROMEXHAUST HEADEROR DRIP LATERAL FINISH GRADE DEFLECT TUBING TO PERMITENTRY THROUGH BOTTOM OFVALVE BOX. 12" POP-UP SPRAY HEAD WITH CHECK VALVE, CLOSED NOZZLE, &SWING PIPE (ZONE OPERATIONAL INDICATOR)PLANT MATERIAL DRIP FLUSH VALVE 15 10TRENCH WITH TRACER WIRE FINISH GRADE ROTOR LATERAL PIPING MAINLINE CONTROL WIRE BUNDLE OR TWO WIRE COMMUNICATION CABLE (PER SPECIFICATIONS) TRACER WIRE - DIRECT BURIAL, SOLID COPPER.REFER TO SPECIFICATIONS FOR SIZE & COLORING TRACER WIRE - DIRECTBURIAL, SOLID COPPER. REFER TO SPECIFICATIONSFOR SIZE & COLORING NOTE: REFER TO TECHNICAL SPECIFICATIONS FOR MINIMUMTRENCH WIDTHS. B A ROUGH GRADE C NOTE: ·ALL SLEEVE MATERIAL PER IRRIGATION SCHEDULE, SIZE AS NOTED ON PLAN. ·INSTALL SLEEVES IN SIDE-BY-SIDE CONFIGURATION WHERE MULTIPLESLEEVES ARE TO BE INSTALLED. SPACE SLEEVES 4" TO 6" APART. DO NOT STACK SLEEVES VERTICALLY. ·CONTRACTOR TO COORDINATE WITH FLATWORK INSTALLER TO BRAND A"V" IN SIDEWALK OR CURB AT BOTH ENDS OF SLEEVE CROSSING. PAVED SURFACE CURB AND GUTTER(IF APPLICABLE) 2" PVC PIPE SLEEVE MARKER - INSTALL AT BOTH ENDS OF EACHSLEEVE LOCATION AND EXTEND AT LEAST 3' ABOVE GRADE. SPRAYEXPOSED PORTION OF MARKER WITH GREEN FLUORESCENT PAINT. SEAL ENDS OF SLEEVE WITHCLOTH DUCT TAPE (TYPICAL) PVC SLEEVING (TYPICAL) 24" MIN. 12" MIN. 36" MIN. FINISH GRADE APPLY TEFLON TAPE TO ALL MALE THREADED PVC FITTINGS AND ALL NIPPLES 34" CRUSHED GRAVEL SUMP 1 CU. FT. 2" VALVE MARKER 10" ROUND VALVE BOX - BRAND THE LETTER "D' IN LID. REFER TOTECHNICAL SPECIFICATIONS. 2" CL 160 PVC ACCESS SLEEVE -LENGTH AS REQUIRED 34" FxF SCH. 80 PVC 90 ELL (2)34"xCL PVC NIPPLE SCH. 80 (2) 34"x6" SCH. 80 GALVANIZED STEEL NIPPLE 34" BRASS GLOBE VALVE 34" MxF SCH. 40 PVC 90 ELL SOIL BLANKET COVERING SUMP 34"x4" PVC NIPPLE SCH. 80 34" CRUSHED GRAVEL SUMP. SEETECHNICAL SPECIFICATIONS FORSUMP SIZE PVC PRESSURE MAINLINE MANUAL DRAIN 9 SLEEVING 11 PVC MAINLINE PVC SCH. 40 TEE OR ELL PVC SCH. 80 NIPPLE 3" MIN. DEPTH 34" WASHEDGRAVEL VALVE SIZE MIPTxINS. PVC ADAPTER CONCRETE JUMBO VALVE BOX -BRAND BOX LID W/ CONTROLLER AND STATION NUMBER - REFER TOTECHNICAL SPECIFICATIONS. PVC SCH. 80 NIPPLE PVC SCH. 40 ELL FINISH GRADE LINE SIZE PVC BALL VALVE 3" MIN.DRIP VALVE ASSEMBLY (SEE SCHEDULE) STAINLESS STEEL WORM GEAR OR PINCH CLAMP NOTE: INSTALL ASSEMBLY TO REST ON GRAVEL SUMP. CONTAIN ENTIRE ASSEMBLY WITHIN BOX. NO VALVE BOX EXTENSIONS WILL BE ACCEPTED. PROVIDE 3"-4" CLEARANCEBETWEEN TOP OF CONTROL VALVE SOLENOID AND BOTTOM OF VALVE BOX LID.TOP OF VALVE BOX TO BE FLUSH WITH FINISH GRADE. VALVE BOX SHALL NOT REST ON DRIP TUBING. 12" TYP. TWO BLACK WIRES TO VALVE SOLENOID DRIP VALVE 12TWO-WIRE SYSTEM TO EARTH GROUND INSTALLED IN SEPERATE LOCATION PER ASIC GUIDELINES. 1 PER 12DECODERS OR EVERY 1000 ft VALVE SIZE POLY PIPING -SWEEP TO SPECIFIED DEPTH NOTE: INSTALL ASSEMBLY IN CONCRETEBOXES WHERE LOCATED IN HARDSCAPED AREAS. MATCH COLOROF HARDSCAPE SURFACES.NOTE: INSTALL ASSEMBLY IN CONCRETEBOXES WHERE LOCATED INHARDSCAPED AREAS. MATCH COLOR OF HARDSCAPE SURFACES. COORDINATE WITH GENERAL CONTRACTOR TO INSTALL IRRIGATIONWITHIN STRATAVAULT STRUCTURAL CELL MODULES AREAS PRIOR TO TOP DECK INSTALLATION. COORDINATE PULL BOX LOCATIONS PRIORTO INSTALLATION OF SIDEWALKS AND ALIGN WITH ANY APPLICABLESCORING PLANS. REFER TO PLANS FOR LAYOUT OF SLEEVED TUBINGAND QUANTITY OF LINES. 2020 RECORD DRAWING 860 Tabor Street, Suite 200 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com Irrigation Consulting & Water Management 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! BYDESCRIPTIONNO.DATE T:\5900-5999 JOBS\5991-7TH AVE -BOZEMAN\PHASE 2 & 3 07-10-19\-IRR-CD-PHASE 2&3-REV.DWG PLOTTED BY:KEN DIPAOLO ON Jul/27/2019 2019 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 - 2019 BOZEMAN MONTANA IRRIGATION DETAILS 0417.063 X I1.8 KJD KJD JSB 8/2019 LANDSCAPE ARCHITECTURE URBAN DESIGN + LAND PLANNING ECOLOGICAL PLANNING 27 E Main Street Suite D Bozeman, MT 59715 |406.219.2012 RATE EIGHT EACH TWELVE EACH SIXTEEN EACH TWENTY EACH TWENTY-TWO EACH TWENTY-FOUR EACH EIGHTEEN EACH TWELVE EACH TWENTY-FOUR EACH TWENTY-EIGHT EACH0.26 GPH 0.26 GPH 0.26 GPH 0.26 GPH 0.26 GPH 0.26 GPH 0.26 GPH 0.26 GPH 0.26 GPH 0.26 GPH PER TREEEMITTER QTY.MINIMUMFLOWEMITTERPLANT SIZE 12 FT. CONIFEROUS TREE 10 FT. CONIFEROUS TREE 8 FT. CONIFEROUS TREE 6 FT. CONIFEROUS TREE 4" CALIPER TREE 3 1/2" CALIPER TREE 3" CALIPER TREE 2 1/2" CALIPER TREE 2" CALIPER TREE 1 1/2" CALIPER TREE SUBSURFACE EMITTER LAYOUT 17 TRUNK EDGE OF EXCAVATION DRIPLINE 12'' O.C. 12'' O.C. 12'' O.C. 12'' O.C. 12'' O.C. 12'' O.C. 12'' O.C. EMITTER SPACING ROOTBALL 12'' O.C. 12'' O.C. 12'' O.C. EMITTER DRIPLINE 6'' FROM ROOTBALL POLY DRIP SUPPLY TUBING NOEMITTERS PLANTING BACKFILL MATERIAL POLY LATERAL SUPPLY PIPE (WITHIN-LINE CHECK VALVES IF REQUIRED) BLANK POLY LATERALTUBING TO BEINSTALLED IN THE AREAOF INTERIOR DRIPPERLINE RING DRIPPER LINE SHALL BE INSTALLED 6 INCHES FROM EDGE OF PLANTER. NOT TO SCALE SECTION A SECTION A TWENTY-FOUR EACH0.26 GPH5" CALIPER TREE 12'' O.C. PVC LATERAL SUPPLY PIPE (WITHIN-LINE CHECK VALVES IF REQUIRED) PVC LATERAL SUPPLY PIPE TODRIPPER LINE DRIPPER LINE SHALL BE INSTALLED6 INCHES FROM EDGE OF PLANTER. TRUNK ROOTBALL EMITTER DRIPLINE 6'' FROM ROOTBALL PLANTING BACKFILLMATERIAL PVC SLEEVING(BACK OF CURB) STRATAVAULT STRUCTURAL SOILCELL MODULES, OR APPROVED EQUAL. (REFER TO LANDSCAPE PLAN FOR GRID REQUIREMENTS). INSTALL IRRIGATION JUST BELOW SILVACELL TOP DECK WHERE APPLICABLE,WEAVE BETWEEN SUPPORT LEGS,EQUAL SPACING AS SHOWN. CONCRETE BAND (ABOVE) BACK OF EXISTING CONCRETECURB; SEE CIVIL DWGS. PVC MAINLINE - SLEEVED (PVC SIZES AS NOTED ON PLANS) IN ALL LOCATIONS UNDERNEATH PAVERS -BACK OF CURB (SIZED PER PLAN). TOP OF SLEEVE TO BE 24" DEPTH FROM GRADE PVC LATERAL PIPING - SLEEVED (PVC SIZES AS NOTED ONPLANS) IN ALL LOCATIONS UNDERNEATH PAVERS -BACKOF CURB (SIZED PER PLAN). TOP MOST LATERAL -MINIMUM 12" DEPTH FROM GRADE 8'' MAX TRENCH WIDTH FROM BACK OF CURB 2 INCH SLEEVE OR SLEEVES (WITH 2-WIRE CABLE - SLEEVEDUNDER SIDEWALKS, ALL HARDSCAPE AREAS ANDUNDERNEATH PAVING. TOP OF SLEEVE TO BE 20"-24" DEPTHFROM GRADE -ALONG SIDE OF MAINLINE SLEEVE. PIPING LOCATION -SECTION 16NOT TO SCALE SUBSURFACE EMITTER CELL LAYOUT 18NOT TO SCALE COORDINATE WITH GENERAL CONTRACTOR TO INSTALL IRRIGATIONWITHIN STRATAVAULT STRUCTURAL CELL MODULES AREAS PRIOR TOTOP DECK INSTALLATION. COORDINATE PULL BOX LOCATIONS PRIOR TO INSTALLATION OF SIDEWALKS AND ALIGN WITH ANY APPLICABLESCORING PLANS. REFER TO PLANS FOR LAYOUT OF SLEEVED TUBING AND QUANTITY OF LINES. 2020