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SS SS SD SD SD SD SD S S F F F W W W 1 2 " C T 4 " C T B P ststststststG F F F F F I C V fo f o S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S F I R E F I R E F I R E F I R E F I R E F I R E W S W S W S W S W S W S W S W S S S S S S S S S S S S S S S S S S S S S S W W W W W W Y DH EW EW EW EW EW EW EW EW EW EW EW E W E W E W E W SD F I R E F I R E F I R E F I R E F I R E F I R E F I R E FI R E FI R E FI R E FI R E FI R E FI R E F I R E F I R E W S W S W S W S W S WS WS WS WS WS WS WS WS W S W S WS WS WS WS C H I L L E R X F M R M A I N S W B D A T S CT ENC M E T E R 4 8 7 5 4 8 7 4 4 8 7 6 4 8 7 3 4870 FUTURE BUILDING F U T U R E P A R K I N G F U T U R E S H A R E D U S E P A R K I N G E X P A N S I O N FUTURE WALKS 9 . 0 0 ' T Y P . 1 6 . 5 0 ' T Y P . 9 . 0 0 ' T Y P . 1 6 . 5 0 ' T Y P . 9 . 0 0 ' T Y P . 1 6 . 5 0 ' T Y P . 1 6 . 5 ' T Y P . 9 . 0 0 ' T Y P . 9 . 0 0 ' 9 . 0 0 ' 9 . 5 0 ' 9 . 5 0 ' 8 . 0 0 ' 5 . 0 0 ' 9 . 0 0 ' T Y P . 1 6 . 5 0 ' T Y P . 2 4 . 0 0 ' 2 4 . 0 0 ' 3 2 . 0 0 ' 2 4 . 5 1 ' 5 4 . 1 0 ' R 1 5 . 0 0 ' R 4 . 5 0 ' R 1 9 . 0 0 ' R 1 0 . 0 0 ' R 1 0 . 0 0 ' 1 6 . 4 9 ' T Y P . 9 . 0 0 ' T Y P . 8 . 0 0 ' 8 . 0 0 ' 8 . 0 0 ' 1 5 . 2 0 ' 1 2 . 0 0 ' 1 0 . 6 5 ' 8 . 0 0 ' 8 . 0 0 ' 5 . 0 0 ' 2 5 . 0 0 ' ARL PARC E L 3 2 . 5 0 ' P U B L I C S T R E E T A N D U T I L I T Y E A S E M E N T P E R D O C . N O . 2 1 2 7 2 5 0 ( 3 2 . 5 ' O N A D J A C E N T P A R C E L T O S O U T H ) P O R T I O N S O F F P A G E 1 2 . 5 0 ' P U B L I C S T R E E T A N D U T I L I T Y E A S E M E N T P E R D O C . N O . 2 5 9 4 3 9 2 1 0 . 0 0 ' P U B L I C U T I L I T Y E A S E M E N T 25.00' SITE SETBACK 1 0 . 0 0 ' P U B L I C S T R E E T A N D U T I L I T Y E A S E M E N T P E R D O C . N O . 2 5 9 4 3 9 3 STORM DRAIN A G E E A S E M E N T PER FINAL PLAT OF MINOR SUBD I V I S I O N N O . 2 7 3 50' WATERCOURSESETBACK 30.00' ZONE 1WETLAND SETBACK20.00' ZONE 2WETLAND SETBACK UNNAMED TRIBUTARYWATER EDGE AT TIME OFSURVEY)DELINEATED WETLANDBOUNDARY (NOV 2013)NO PROPOSED REGULATEDACTIVITIES TO IMPACT WETLANDAS PART OF PROJECT (TYP.) 1 5 . 0 0 ' S I D E Y A R D S E T B A C K 2 0 . 0 0 ' R E A R Y A R D S E T B A C K 8 . 0 0 ' 1 5 . 8 7 ' 5 . 0 0 ' 5 . 0 0 ' 5 . 0 0 ' 5.00'5.00' E X I S T I N G A S P H A L T E X I S T I N G C O N C R E T E L E G E N D P R O P O S E D A S P H A L T P R O P O S E D C O N C R E T E P R O P O S E D G R A V E L S U R F A C E 2 0 4 0 1 0 2 0 0 S C A L E I N F E E T p r o j e c t # r e v i s i o n d a t e p h a s e i s s u e d a t e sheet project owner engineers surveyors planners scientists MorrisonMaierle B I L L I N G S | B O Z E M A N | M I S S O U L A W. GARFIELD ST (OFF P A G E ) SITE PLAN AND DIMENSIONS 1 7 1 3 1 . 0 0 MSU INNOVATION CAMPUS E X I S T I N G 8 " W A T E R M A I N PROPOSED FIRE S E R V I C E L I N E SE E S H E E T C 4 . 1 P R O P O S E D 2 - I N C H W A T E R S E R V I C E W / 1 . 5 " W A T E R M E T E R P E R D E T A I L 7 O N S H E E T P 9 . 1 P R O P O S E D 8 " S E W E R M A I N S E E S H E E T C 4 . 0 F U T U R E S E W E R S E R V I C E F U T U R E F I R E S E R V I C E A N D W A T E R S E R V I C E C O N N E C T T O E X I S T I N G S E W E R M A N H O L E I N T E C H N O L O G Y B L V D . S E E S H E E T C 4 . 0 C O N N E C T T O E X I S T I N G 8 " W A T E R M A I N N E W F I R E H Y D R A N T A N D 6 " L E A D T E C H N O L O G Y B L V D 1 . A L L I M P R O V E M E N T S O N T H I S P R O J E C T S H A L L B E C O M P L E T E D I N A C C O R D A N C E W I T H T H E 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 ( M P W S S ) ; C I T Y O F B O Z E M A N M O D I F I C A T I O N S T O M P W S S ; A N D T H E P R O J E C T S P E C I F I C A T I O N S . 2 . T H E C O N T R A C T O R S H A L L R E S T O R E A L L R O A D W A Y S U R F A C E S T O E Q U A L O R B E T T E R C O N D I T I O N T H A N E X I S T E D P R I O R T O E X C A V A T I O N A S D E T E R M I N E D B Y A G E N C Y , O W N E R , A N D / O R E N G I N E E R . 3 . A S P H A L T S H A L L B E S A W C U T O R N E A T C U T A S A P P R O V E D B Y A G E N C Y A N D / O R E N G I N E E R . 4 . P A V E M E N T M A R K I N G S W I T H I N T H E S I T E S H A L L B E F O U R I N C H ( 4 " ) Y E L L O W P A I N T E D M A R K I N G S W H E R E S H O W N O N T H E S I T E P L A N U N L E S S O T H E R W I S E I N D I C A T E D O R D I R E C T E D B Y T H E E N G I N E E R O R O W N E R . 5 . B A 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 A M I N I M U M O F 9 5 % O F T H E M A X I M U M D R Y D E N S I T Y A S D E T E R M I N E D B Y A S T M D 6 9 8 . 6 . C O N S T R U C T I O N J O I N T S S H A L L B E P L A C E D A T T E N F O O T ( 1 0 ' ) I N T E R V A L S A L O N G T A N G E N T C U R B S E C T I O N S A N D A M I N I M U M O F 5 . 2 5 ' W I T H I N T H E R A D I U S O F A N Y C U R V E S , H A V I N G A M I N I M U M D E P T H O F T H R E E - Q U A R T E R I N C H E S ( 3 / 4 " ) A N D W I D T H O F O N E - E I G H T H I N C H ( 1 / 8 " ) . 7 . O N E - H A L F I N C H ( 1 / 2 " ) E X P A N S I O N J O I N T M A T E R I A L S H A L L B E P L A C E D A T A L L P C ' S , P T ' S , C U R B R E T U R N S , A N D A T N O T M O R E T H A N 3 0 0 ' I N T E R V A L S . T H E E X P A N S I O N J O I N T M A T E R I A L S H A L L E X T E N D T H R O U G H T H E F U L L D E P T H O F C U R B A N D G U T T E R . 8 . N O C U R B A N D G U T T E R S H A L L B E P L A C E D W I T H O U T A F I N A L F O R M I N S P E C T I O N B Y T H E O W N E R O R T H E I R A U T H O R I Z E D R E P R E S E N T A T I V E . 9 . E X T E N D C R U S H E D B A S E C O U R S E B E Y O N D T H E B A C K O F C U R B A M I N I M U M D I S T A N C E O F N I N E I N C H E S ( 9 " ) . M I N I M U M T H I C K N E S S O F C R U S H E D B A S E C O U R S E B E N E A T H C U R B A N D G U T T E R S H A L L B E S I X I N C H E S ( 6 " ) . G E N E R A L N O T E S : N E W 6 . 0 0 ' S I D E W A L K C O N C R E T E V A L L E Y P A N T O C O N V E Y E X I S T I N G D R A I N A G E . S E E G R A D I N G A N D D R A I N A G E D E T A I L S O N S H E E T C 3 . 0 1/20/2020 11:35:16 AM S E W E R C L E A N O U T S E W E R S E R V I C E NEW STORM DRAINDETENTION PONDSEE SHEET C3.0ARL BUILDING STORM DRAIN DITCH(EXISTING)STORM DRAIN OUTLET PIPESEE SHEET C3.0 A D A R A M P C U R B C U T A D A R A M P S C U R B C U T S A D A W H E E L C H A I R R A M P S C U R B C U T S C O B S I G N A G E SNOW STORAGE S N O W S T O R A G E S N O W S T O R A G E S N O W S T O R A G E S N O W S T O R A G E D R I V E W A Y V I S I O N T R I A N G L E S EXIST. STORM DRAINDETENTION POND C I T Y C U R B A N D G U T T E R ( T Y P . ) 6 0 ' P U B L I C S T R E E T A N D U T I L I T Y E A S E M E N T S I T E L I G H T I N G ( T Y P . ) B I K E P A R K I N G D E C O R A T I V E C R O S S W A L K P R O P O S E D P E D E S T R I A N E A S E M E N T ( T Y P . ) ( E X T E N D S 1 F T B E Y O N D S I D E W A L K O N B O T H S I D E S ) E X I S T I N G W A T E R M A I N E X I S T I N G 2 5 ' W A T E R E A S E M E N T D O C . N O . 2 2 1 4 1 0 6 P R O P O S E D S E W E R A N D W A T E R E A S E M E N T P R O P O S E D P E D E S T R I A N E A S E M E N T ( T Y P . ) R E V I S I O N 1 0 7 . 1 3 . 2 0 1 8 N O N R E S I D E N T I A L D R I V E W A Y A P P R O A C H C I T Y O F B O Z E M A N S T A N D A R D D W G . N O . 0 2 5 2 9 - 1 2 W / 6 . 5 ' B L V D . W I D T H A N D 2 5 . O ' T H R O A T W I D T H 0 9 . 2 0 . 2 0 1 8 APPLIED RESEARCH LAB 1 0 0 % C O N S T R U C T I O N D O C U M E N T S C 2 . 0 P O S T B I D A D D # 4 1 1 . 3 0 . 2 0 1 8 R E C O R D D R A W I N G F H A R R O W B O L T = 4 8 7 8 . 3 0 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 . CHILLERXFMRMAINSWBDATSCT ENC METER S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 0+00 1+00 2+00 3+00 3+62 S S S S S S S S S S S S S S 3 0 8 . 5 0 L F 8 " S D R 3 5 P V C @ 2 . 5 6 % W W W W Y D H E X S S M H S T A 3 + 3 7 . 5 0 , 0 . 0 ' R I M E L E V = 4 8 7 0 . 7 1 I N V I N ( S ) = 4 8 6 2 . 9 2 I N V I N ( W ) = 4 8 6 2 . 9 2 I N V O U T = 4 8 6 2 . 8 2 D E P T H = 7 . 7 9 ' C O R E D R I L L I N V ( S ) SS MH 1STA 0+25.00, 0.0'RIM ELEV=4876.57INV OUT = 4870.83EWEWEWEWEW E W E W E W FIREFIREFIREFIREFIREFIRE FIRE FIREWSWSWSWSWSWSWSWSWSWSWSW GARFIELD ST ARL FACILI T Y 4860 4865 4870 4875 4880 4 8 6 0 4 8 6 5 4 8 7 0 4 8 7 5 4 8 8 0 EG-4877.290+00 EG-4876.57 EG-4875.960 + 5 0 EG-4875.74 EG-4875.241 + 0 0 EG-4874.92 EG-4874.651 + 5 0 EG-4874.19 EG-4873.772 + 0 0 EG-4873.40 EG-4873.042 + 5 0 EG-4872.65 EG-4871.633 + 0 0 EG-4871.84 EG-4871.323 + 5 0 EG-4871.143 + 6 2 S S M H 1 S T A 0 + 2 5 . 0 0 R I M E L E V = 4 8 7 6 . 5 7 I N V O U T ( N ) = 4 8 7 0 . 8 3 D E P T H = 5 . 7 4 ' 3 0 8 . 5 0 L F 8 " S D R 3 5 P V C @ 2 . 5 6 % E X S S M H S T A 3 + 3 7 . 5 0 R I M E L E V = 4 8 7 0 . 7 1 I N V I N ( S ) = 4 8 6 2 . 9 2 E X S T . I N V I N ( W ) = 4 8 6 2 . 9 2 I N V O U T ( E ) = 4 8 6 2 . 8 2 D E P T H = 7 . 7 9 ' C O R E D R I L L I N V ( S ) N E W I N V T O M A T C H E X I S T I N G W E S T I N V E L E V A T I O N 1'-6"MIN SEPARAT I O N P R O P O S E D F I N I S H E D G R O U N D A T C E N T E R L I N E O F S E W E R ( T Y P ) 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 2 . 5 5 5 1 0 1 5 3 0 3 0 6 0 S A N I T A R Y S E W E R S T A 0 + 2 5 . 0 0 - 3 + 3 7 . 0 0 I N S T A L L 3 0 8 . 5 0 L F 8 " A S T M D 3 0 3 4 S D R 3 5 P V C T Y P E A T R E N C H B A C K F I L L , T Y P E 1 P I P E B E D D I N G E X I S T I N G G R O U N D S A N I T A R Y S E W E R N O T E S : 1 . M A N H O L E - R I M E L E V A T I O N S S H O W N A R E A T F I N I S H G R A D E S U R F A C E O F A S P H A L T . 2 . A L L S A N I T A R Y S E W E R M A N H O L E S S H A L L B E 4 8 " W I T H E C C E N T R I C T O P S A N D C O N S T R U C T E D W I T H A . 2 ' D R O P U N L E S S N O T E D O T H E R W I S E . 3 . A L L S A N I T A R Y S E W E R I N F R A S T R U C T U R E S H A L L B E C O N S T R U C T E D I N A C C O R D A N C E W I T H C . O . B . S T A N D A R D D E T A I L D R A W I N G S . CONSTRUCTION NOTES:1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION DATED APRIL 2010(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (OSHA) SAFETY STANDARDS. IF REQUESTED BY THE INSPECTOR, THE CONTRACTORSHALL PROVIDE PROOF OF A PERMIT FROM SAID DIVISION.3.THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS. MATERIALS AND EQUIPMENT SHALL BE STORED ON THE PROJECT SITE WHERE APPROVED BYTHE OWNER. IT SHALL BE UNDERSTOOD THAT THE RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF EQUIPMENT AND MATERIALS ON OR NEAR THE SITE WILL BE ENTIRELYTHAT OF THE CONTRACTOR AND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER BY REASON OF ANY ACT OF AN EMPLOYEE OR TRESPASSER.4.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TOCOMMENCEMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES.5.REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS, AND PROPERTY CORNERS PRIOR TO BEING DISTURBED BY CONSTRUCTION. ANY MONUMENTS ANDCORNERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR (PLS) REGISTERED IN THE STATE OF MONTANA.6.A PRE-CONSTRUCTION MEETING (AS REQUIRED) SHALL BE HELD WITH THE GENERAL CONTRACTOR, SITE SUBCONTRACTOR,CITY OF BOZEMAN, OWNER, AND MORRISON-MAIERLE,INC. PRIOR TO THE START OF CONSTRUCTION.7.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY, COUNTY, AND/OR STATE INSPECTOR 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND 24 HOURS INADVANCE OF SPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE WORK. ALL WORK SHALL BE PERFORMED DURING NORMAL WORKING HOURS AND SUBJECT TO THEAVAILABILITY OF AN INSPECTOR AND APPROVED BY THE ENGINEER. THE CONTRACTOR WILL BE BILLED FOR SAID INSPECTION SERVICES AS PROVIDED IN THE MOST RECENTLYADOPTED FEES FOR SUCH SERVICES.8.THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE INCONVENIENCE TO THE ADJACENT BUSINESSES.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESE OPERATIONS, ALL COSTS FORPROTECTING, REMOVING, AND RESTORING EXISTING IMPROVEMENTS SHALL BE BORNE SOLELY BY THE CONTRACTOR.10.THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE INACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.11.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLICRIGHTS-OF-WAY AND MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY.12.CONSTRUCTION WORK ZONE TRAFFIC SIGNS SHALL BE FURNISHED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE REGULATORYAGENCIES HAVING JURISDICTION. A TRAFFIC CONTROL PLAN, PREPARED BY THE CONTRACTOR, MAY BE REQUIRED BY THE CITY OR STATE. "CONSTRUCTION AHEAD" WARNINGSIGNS ARE TO TO BE INSTALLED ALONG ADJACENT ROADS OR DRIVEWAYS. FLASHERS WITH CAUTION TAPE ARE TO BE INSTALLED WHERE ANY CONSTRUCTION ACTIVITY CROSSESA SIDEWALK OR PEDESTRIAN PATH IN ACCORDANCE WITH THE SPECIFICATIONS AND ANY OR ALL LOCAL REGULATIONS.13.AREAS ON THE SITE TO BE GRADED SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION AND DEBRIS. THESE MATERIALS SHALL BE REMOVED FROM THE SITE BY THECONTRACTOR.14.SURFACE SOILS WITHIN THE PROJECT LIMITS CONTAINING ROOTS AND ORGANIC MATTER SHALL BE STRIPPED DOWN AND STOCKPILED OR DISCARDED AS DIRECTED BY THEOWNER OR ENGINEER. SOIL TEST PIT INFORMATION IS PROVIDED IN THE GEOTECHNICAL INVESTIGATION BY RAWHIDE ENGINEERING, INC. DATED APRIL 2018. DEEPER STRIPPINGWHERE REQUIRED TO REMOVE WEAK SOILS OR ACCUMULATIONS OR ORGANIC MATTER, SHALL BE PERFORMED WHEN DETERMINED BY THE ENGINEER OR OWNER'S AUTHORIZEDREPRESENTATIVE. STRIPPING SHALL BE REMOVED FROM THE SITE OR STOCKPILED AT A LOCATION DESIGNATED BY THE OWNER.15.THE GROUND SURFACE EXPOSED BY STRIPPING SHALL BE SCARIFIED TO A MINIMUM DEPTH OF EIGHT INCHES (8"), MOISTURE CONDITIONED TO THE PROPER MOISTURE CONTENTFOR COMPACTION, AND COMPACTED AS REQUIRED FOR COMPACTED FILL. RECOMPACTION SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING FILL.16.NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS /ROADS, RIGHTS-OF-WAY, OR ANY DRIVEWAY IS ALLOWED.17.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER,AND/OR ENGINEER.18.ASPHALT AND CONCRETE SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY THE ENGINEER.19.THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS ENCOUNTERED ON THE PROJECT.20.SIDE SLOPES FROM DRIVE AND PARKING AREAS SHALL BE 4:1 MAX UNLESS OTHERWISE SPECIFIED.21.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THERE IS A CONSTRUCTION PERMIT APPROVED BY THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ) ORLOCAL GOVERNING AGENCY AS APPROPRIATE FOR THE CONTROL OF STORM WATER RUNOFF. IF THERE IS NOT AN APPROVED PERMIT, THE CONTRACTOR SHALL BE RESPONSIBLEFOR OBTAINING THE NECESSARY APPROVALS FROM MDEQ OR THE LOCAL GOVERNING AGENCY.22.CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL.23.ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM. RUNNING SLOPE OF 5%. K n o w w h a t ' s b e l o w . b e f o r e y o u d i g . C a l l R 1 . A L L I M P R O V E M E N T S O N T H I S P R O J E C T S H A L L B E C O M P L E T E D I N A C C O R D A N C E W I T H T H E 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 , 6 T H E D I T I O N D A T E D A P R I L 2 0 1 0 ( M P W S S ) ; T H E C I T Y O F B O Z E M A N M O D I F I C A T I O N S T O T H E M P W S S ; A N D T H E P R O J E C T S P E C I F I C A T I O N S . 2 . T H E C O N T R A C T O R S H A L L R E S T O R E A L L R O A D W A Y S U R F A C E S T O E Q U A L O R B E T T E R C O N D I T I O N T H A N E X I S T E D P R I O R T O E X C A V A T I O N A S D E T E R M I N E D B Y A G E N C Y , O W N E R , A N D / O R E N G I N E E R . 3 . A S P H A L T , C O N C R E T E C U R B , A N D S I D E W A L K S H A L L B E S A W C U T O R N E A T C U T A S A P P R O V E D B Y A G E N C Y A N D / O R E N G I N E E R . 4 . T H E L O C A T I O N , D E P T H , A N D S I Z E O F T H E E X I S T I N G U T I L I T I E S S H O W N O N T H E S E P L A N S I S A P P R O X I M A T E . T H E C O N T R A C T O R S H A L L V E R I F Y T H E E X I S T E N C E , L O C A T I O N , D E P T H , A N D S I Z E O F T H E U T I L I T I E S P R I O R T O C O N S T R U C T I O N . T H E C O N T R A C T O R S H A L L B E S O L E L Y R E S P O N S I B L E F O R A N Y D A M A G E T O T H E E X I S T I N G F A C I L I T I E S D U E T O F A I L U R E T O L O C A T E O R P R O P E R L Y P R O V I D E P R O T E C T I O N W H E N L O C A T I O N I S K N O W N . 5 . S E W E R A N D W A T E R C O N N E C T I O N S S H A L L B E P E R F O R M E D B Y A L I C E N S E D P L U M B E R . 6 . D I M E N S I O N S S H O W N A R E T O C E N T E R L I N E O F P I P E O R F I T T I N G . 7 . T H E P I P E G R A D E S S H O W N A R E C A L C U L A T E D F R O M A C T U A L D I S T A N C E S , E D G E - O F - M A N H O L E T O E D G E - O F - M A N H O L E F O R B O T H S A N I T A R Y S E W E R A N D S T O R M D R A I N A S A P P L I C A B L E . T H E D I S P L A Y E D P I P E L I N E A L F E E T R E F L E C T S T H E D I S T A N C E F R O M C E N T E R - O F - M A N H O L E T O C E N T E R - O F - M A N H O L E O N A L L G R A V I T Y P I P I N G . 8 . L A Y P I P E T O U N I F O R M G R A D E B E T W E E N I N D I C A T E D E L E V A T I O N P O I N T S . 9 . S I Z E O F F I T T I N G S S H O W N O N D R A W I N G S S H A L L C O R R E S P O N D T O A D J A C E N T S T R A I G H T R U N O F P I P E , U N L E S S O T H E R W I S E I N D I C A T E D . T Y P E O F J O I N T A N D F I T T I N G M A T E R I A L S H A L L B E T H E S A M E A S S H O W N F O R A D J A C E N T S T R A I G H T R U N O F P I P E . 1 0 . A D E Q U A T E I N S U L A T I O N S H A L L B E P R O V I D E D W H E R E S A N I T A R Y S E W E R M A I N O R S E R V I C E H A S L E S S T H A N F I V E F E E T ( 5 ' - 0 " ) O F C O V E R . 1 1 . I N S T A L L D E T E C T A B L E W A R N I N G T A P E C E N T E R E D O V E R A L L S E R V I C E L I N E S . I N S T A L L T A P E A M I N I M U M O F E I G H T E E N I N C H E S ( 1 8 " ) A N D M A X I M U M O F T W E N T Y - F O U R I N C H E S ( 2 4 " ) B E L O W F I N I S H G R A D E . 1 2 . A L L S E W E R S A R E R E Q U I R E D T O B E I N S P E C T E D U S I N G A T E L E V I S I O N ( T V ) C A M E R A B E F O R E F I N A L A C C E P T A N C E . A L L T V I N S P E C T I O N S O F N E W S E W E R S S H A L L B E D O N E B Y T H E C I T Y O F B O Z E M A N S E W E R D E P A R T M E N T A T C O N T R A C T O R E X P E N S E U N L E S S O T H E R W I S E A P P R O V E D B Y T H E W A T E R / S E W E R S U P E R I N T E N D E N T . S C H E D U L E I N S P E C T I O N S W I T H T H E S E W E R D E P A R T M E N T A M I N I M U M O F O N E W E E K I N A D V A N C E . D E - W A T E R I N G E Q U I P M E N T M U S T B E S H U T D O W N A M I N I M U M O F 2 4 H O U R S P R I O R T O T H E T V I N S P E C T I O N T O A L L O W G R O U N D W A T E R T O R E T U R N T O T Y P I C A L L E V E L S . A D E Q U A T E L Y F L U S H T H E S E W E R L I N E S P R I O R T O E A C H T V I N S P E C T I O N . T V I N S P E C T I O N O F D R Y S E W E R L I N E S I S N O T A C C E P T A B L E . G E N E R A L N O T E S : PROFIL E S C A L E HORIZONTAL SC A L E : 1 " = 3 0 ' VERTICAL SCAL E : 1 " = 3 ' 11x17 HORIZONTAL S C A L E : 1 " = 6 0 ' 11x17 VERTICAL SCA L E : 1 " = 6 ' SS STA. = 0+33.00INSTALL 191.5 LF4" SDR 26 PVC S S S T A . = 2 + 3 2 . 3 I N S T A L L 2 5 L F 4 " S D R 2 6 P V C w / E N D C A P A N D M A R K E R P O S T P R O P O S E D 6 " W A T E R L I N E E X S T 8 " S E W E R P R O P O S E D S I D E W A L K P R O P O S E D C U R B A N D G U T T E R E X S T 8 " W A T E R E X S T 8 " W A T E R p r o j e c t # r e v i s i o n d a t e p h a s e i s s u e d a t e sheet project owner engineers surveyors planners scientists MorrisonMaierle B I L L I N G S | B O Z E M A N | M I S S O U L A SANITARY SEWER PLAN AND PROFILE MSU INNOVATION CAMPUS 1/15/2020 12:49:27 PM C 4 . 0 P R O P O S E D W A T E R A N D S E W E R E A S E M E N T P R O P O S E D P E D E S T R I A N A C C E S S E A S E M E N T 1 7 1 3 1 . 0 0 R E V I S I O N 1 0 7 / 1 3 / 2 0 1 8 0 9 . 2 0 . 2 0 1 8 APPLIED RESEARCH LAB 1 0 0 % C O N S T R U C T I O N D O C U M E N T S R E C O R D D R A W I N G 4 8 7 0 . 8 4 ( A . B . ) 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 . 1 ' M I N T O 2 ' M A X A B O V E F I N I S H E D F L O O R F L A N G E T O B E T H R E A D E D O N S T A N D P I P E , M J T O F L A N G E A D A P T E R S N O T A C C E P T A B L E ( T Y P I C A L F O R A L L R I S E R C O N F I G U R A T I O N S ) 3 / 4 " M I N . R E D I R O D , I N S T A L L E D I N E V E R Y O T H E R A V A I L A B L E M J B O L T H O L E S ( T Y P ) - 5 / 8 " R O D S A C C E P T A B L E F O R 4 " L I N E S F L O O R 4 " O R L A R G E R C L A S S 5 1 D U C T I L E I R O N P I P E ( T Y P ) M E C H A N I C A L J O I N T M A I N T A P P I N G T E E & V A L V E , O R I N S T A L L V A L V E A T P R O P E R T Y L I N E ( T Y P I C A L F O R A L L R I S E R C O N F I G U R A T I O N S ) T H R U S T B L O C K 9 0 ° B E N D W I T H T H R U S T B L O C K F L A N G E D O S & Y V A L V E 1 ' M I N T O 2 ' M A X A B O V E F I N I S H E D F L O O R F L A N G E D O S & Y V A L V E P R O V I D E F L E X I B L E , W A T E R - T I G H T C O N N E C T I O N F O R A L L W A L L O R F L O O R P I P E P E N E T R A T I O N S . M E C H A N I C A L J O I N T 9 0 ° B E N D W I T H T H R U S T B L O C K F L O O R F L A N G E D O S & Y V A L V E 1 ' M I N T O 2 ' M A X 2 ' M I N T O 3 ' M A X C L E A R A N C E A B O V E F I N I S H E D F L O O R C O A T E D S T E E L W A L L P L A T E , 5 / 1 6 " M I N I M U M T H I C K N E S S C I T Y O F B O Z E M A N R E Q U I R E M E N T S F O R I N S T A L L A T I O N O F D O U B L E C H E C K V A L V E A S S E M B L Y 1 . T H E F I R S T F I T T I N G I N S I D E O F T H E B U I L D I N G S H A L L B E A U L L I S T E D F L A N G E D K E N N E D Y O R M U E L L E R O S & Y V A L V E T H E S A M E S I Z E A S T H E F I R E S E R V I C E L I N E . 2 . A L L D O U B L E C H E C K V A L V E A S S E M B L I E S S H A L L B E : A . U L O R F M L I S T E D . B . A P P R O V E D B Y T H E U N I V E R S I T Y O F S O U T H E R N C A L I F O R N I A F O U N D A T I O N F O R C R O S S C O N N E C T I O N C O N T R O L A N D H Y D R A U L I C R E S E A R C H ( U S C F C C C H R ) F O R O P E R A T I O N I N T H E P R O P O S E D P O S I T I O N ( V E R T I C A L O R H O R I Z O N T A L ) A S S H O W N O N A P P R O V E D P L A N S . C . I N S T A L L E D A S S H O W N O N T H E A P P R O V E D P L A N S . 3 . A F L O W D E T E C T I O N D E V I C E S H A L L B E I N S T A L L E D I M M E D I A T E L Y F O L L O W I N G T H E D O U B L E C H E C K V A L V E A S S E M B L Y ( A L A R M C H E C K V A L V E , F L O W S E N S O R / A L A R M , M E T E R , E T C . ) A S S H O W N O N T H E A P P R O V E D P L A N S . P A D D L E - T Y P E F L O W A L A R M S N O T P E R M I T T E D O N D R Y S Y S T E M S . 4 . A D O U B L E D E T E C T O R C H E C K V A L V E A S S E M B L Y M A Y B E U S E D W I T H A S T A N D A R D C I T Y O F B O Z E M A N M E T E R . T H E M E T E R L O O P O F T H E D O U B L E D E T E C T O R A S S E M B L Y S H A L L H A V E A D O U B L E C H E C K V A L V E A S S E M B L Y I N S T A L L E D W H I C H M E E T S T H E S A M E I N S T A L L A T I O N C R I T E R I A S P E C I F I E D A B O V E I N R E Q U I R E M E N T N U M B E R T W O . 5 . H O R I Z O N T A L I N S T A L L A T I O N S M U S T B E A M I N I M U M O F T W O F E E T ( 2 ' ) A B O V E T H E F I N I S H E D F L O O R . 6 . T H E F I R E S E R V I C E R I S E R M U S T B E A M I N I M U M O F T W O F E E T ( 2 ' ) F R O M A N Y O U T S I D E W A L L . 7 . T H E I N C O M I N G F I R E S E R V I C E L I N E S H A L L B E A M I N I M U M O F 6 . 5 ' A N D A M A X I M U M O F 7 . 5 ' B E L O W T H E F I N I S H E D G R A D E . 8 . A L L F I R E S E R V I C E L I N E A P P U R T E N A N C E S S H A L L H A V E A M I N I M U M P R E S S U R E R A T I N G O F 1 7 5 P S I . 9 . A L L F I R E S E R V I C E L I N E S F O U R I N C H E S ( 4 " ) A N D L A R G E R S H A L L B E C L A S S 5 1 D U C T I L E I R O N P I P E . 1 0 . L I N E S I Z I N G : T H E D O U B L E C H E C K V A L V E A S S E M B L Y S H A L L B E E Q U A L I N S I Z E T O B O T H T H E I N C O M I N G P I P E D I A M E T E R ( U P S T R E A M ) A N D O U T G O I N G P I P E D I A M E T E R ( D O W N S T R E A M ) . D O U B L E C H E C K V A L V E ( M I N . R E Q U I R E M E N T ) A S I N D I C A T E D O N A P P R O V E D P L A N ( S ) N O P R E S S U R E G A U G E S O R P R E S S U R E G A U G E F I T T I N G S W I L L B E A L L O W E D O N T H E T E S T P O R T S O F A N Y B A C K F L O W P R E V E N T I O N A S S E M B L Y . O N L Y F I T T I N G S A L L O W E D B E T W E E N F I R S T O S & Y V A L V E A N D B A C K F L O W A S S E M B L Y T O B E 9 0 ° B E N D D O U B L E C H E C K V A L V E ( M I N . R E Q U I R E M E N T ) A S I N D I C A T E D O N A P P R O V E D P L A N ( S ) D O U B L E C H E C K V A L V E ( M I N . R E Q U I R E M E N T ) A S I N D I C A T E D O N A P P R O V E D P L A N ( S ) 1 0 ' - 0 " M A X * M E C H A N I C A L J O I N T OUTSIDE WALL * P E R N F P A - 2 4 F I G A . 1 0 . 6 . 3 . 1 WALL 4865 4870 4875 4880 4885 4 8 6 5 4 8 7 0 4 8 7 5 4 8 8 0 4 8 8 5 FG-EG-10+00 FG-EG-4878.40FG-EG-4878.3410+50 FG-4878.78EG-4878.77FG-4879.06EG-4878.9111+00 FG-4879.19EG-4879.03FG-4879.14EG-4879.1711+50 FG-4879.08EG-4879.26FG-4879.25EG-4879.3712+00 FG-4879.30EG-4879.29FG-4878.47EG-4878.6012+50 FG-4878.18 EG-4877.47 FG-4878.29 EG-4877.63 1 3 + 0 0 FG-4879.10 EG-4877.49 FG-4879.46 EG-4877.21 1 3 + 5 0 FG-4879.46 EG-4876.961 3 + 6 9 13 R E F E R T O S T R U C T U R A L D R A W I N G S F O R F O U N D A T I O N D E T A I L S F O R O S & Y V A L V E I N S T A L L A T I O N S E E D E T A I L 0 2 6 6 0 - 1 3 C 4 . 1 PROPOSED FINISHEDGROUND AT CENTERLINEOF FIRE SERVICE (TYP)EXISTINGGROUNDSURFACE(TYP) B U I L D I N G F F E L E V = 4 8 7 9 . 5 0 CL OF W GARFIELD STSTA 12+08.5390° HORIZ. BENDINV= ±4871.2 STA 12+83.0190° HORIZ. BENDINV= ±4871.2 S T A 1 3 + 4 7 . 0 0 9 0 ° V E R T . B E N D I N V = ± 4 8 7 2 . 1 STA 10+93.7990° HORIZ. BENDINV= ±4871.2 SSSSSSSS FIREFIREFIREFIREFIREFIRE FIRE FIRE FIREWSWSWSWSWSWSWSWSWSWSWSWSWS GGohohohoh wmwmwmwmwmBIKE LANE 1234567 89 PROPOSED SIDEWALKWEST GARFIELD ST10+0011+0012+0013+00 K n o w w h a t ' s b e l o w . b e f o r e y o u d i g . C a l l R P R O F I L E S C A L E H O R I Z O N T A L S C A L E : 1 " = 3 0 ' V E R T I C A L S C A L E : 1 " = 3 ' 1 1 x 1 7 H O R I Z O N T A L S C A L E : 1 " = 6 0 ' 1 1 x 1 7 V E R T I C A L S C A L E : 1 " = 6 ' FIRE SERVICE LINETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGSTA 10+50 TO 13+40.5TO 5.0' OUTSIDE OF BUILDINGINSTALL 290.5 LF4" CLASS 51DIP AWWA C151 1 1 x 1 7 H O R I Z O N T A L S C A L E : 1 " = 6 0 ' G R A P H I C S C A L E 0 ( I N F E E T ) 1 5 3 0 1 5 3 0 1 I N C H = 3 0 F T N O T T O S C A L E S T A N D A R D F I R E S E R V I C E L I N E I N S T A L L A T I O N F O R C L A S S I , I I , & I I I S Y S T E M S 0 2 6 6 0 - 1 3 1 . A L L I M P R O V E M E N T S O N T H I S P R O J E C T S H A L L B E C O M P L E T E D I N A C C O R D A N C E W I T H T H E 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 , 6 T H E D I T I O N D A T E D A P R I L 2 0 1 0 ( M P W S S ) ; T H E C I T Y O F B O Z E M A N M O D I F I C A T I O N S T O T H E M P W S S ; A N D T H E P R O J E C T S P E C I F I C A T I O N S . 2 . A P R E C O N S T R U C T I O N C O N F E R E N C E S H A L L B E H E L D P R I O R T O T H E S T A R T O F C O N S T R U C T I O N . N O M A T E R I A L C H A N G E S M A Y B E M A D E T O T H I S P L A N W I T H O U T T H E A P P R O V A L O F T H E C I T Y O F B O Z E M A N W A T E R / S E W E R S U P E R I N T E N D E N T . 3 . A L L T E X T A N D F E A T U R E S S H O W N S H A D E D W E R E E X I S T I N G . 4 . T H E L O C A T I O N , D E P T H , A N D S I Z E O F T H E E X I S T I N G U T I L I T I E S S H O W N O N T H E S E P L A N S I S A P P R O X I M A T E . T H E C O N T R A C T O R S H A L L V E R I F Y T H E E X I S T E N C E , L O C A T I O N , D E P T H , A N D S I Z E O F T H E U T I L I T I E S P R I O R T O C O N S T R U C T I O N . T H E C O N T R A C T O R S H A L L B E S O L E L Y R E S P O N S I B L E F O R A N Y D A M A G E T O T H E E X I S T I N G F A C I L I T I E S D U E T O F A I L U R E T O L O C A T E O R P R O P E R L Y P R O V I D E P R O T E C T I O N W H E N L O C A T I O N I S K N O W N . 5 . D I M E N S I O N S S H O W N F O R P I P E L E N G T H S A R E M E A S U R E D F R O M C E N T E R - O F - J U N C T I O N T O C E N T E R - O F - J U N C T I O N F O R P A Y M E N T P U R P O S E S . 6 . A L L W A T E R V A L V E S O W N E D A N D O P E R A T E D B Y T H E C I T Y O F B O Z E M A N S H A L L B E O P E R A T E D B Y A U T H O R I Z E D C I T Y O F B O Z E M A N P E R S O N N E L O N L Y . C O N T R A C T O R S H A L L C O O R D I N A T E W I T H T H E C I T Y E N G I N E E R P R I O R T O C O N N E C T I N G T O E X I S T I N G W A T E R L I N E S O W N E D A N D M A I N T A I N E D B E T H E C I T Y O F B O Z E M A N . 7 . W A T E R C O N N E C T I O N S S H A L L B E P E R F O R M E D B Y A L I C E N S E D P L U M B E R . 8 . A L L V A L V E S S H A L L B E I N S T A L L E D W I T H T H R U S T B L O C K I N G A N D V A L V E B O X E S I N A C C O R D A N C E W I T H T H E C I T Y O F B O Z E M A N M O D I F I C A T I O N S T O T H E M P W S S A N D C I T Y O F B O Z E M A N S T A N D A R D D R A W I N G N O . 0 2 6 6 0 - 3 . 9 . A L L F I T T I N G S R E Q U I R I N G T H R U S T B L O C K I N G , I N C L U D I N G B E N D S G R E A T E R T H A N E L E V E N A N D O N E - Q U A R T E R D E G R E E S ( 1 1 . 2 5 ° ) , T E E S , A N D P L U G S , S H A L L B E I N S T A L L E D I N C O N F O R M A N C E W I T H T H E C I T Y O F B O Z E M A N M O D I F I C A T I O N S T O T H E M P W S S A N D C I T Y O F B O Z E M A N S T A N D A R D D R A W I N G N O . 0 2 6 6 0 - 1 . 1 0 . I N L I E U O F C O N C R E T E T H R U S T B L O C K S , T H R U S T R E S T R A I N T M A Y B E P R O V I D E D U T I L I Z I N G M E G A L U G ; U N I - F L A N G E ; M J F I E L D L O K S E R I E S D I ; F I E L D L O K 3 5 0 G A S K E T S F O R P U S H - O N J O I N T S , M A N U F A C T U R E D B Y U S P I P E ; S I G M A O N E L O K S E R I E S S L D , M A N U F A C T U R E D B Y S I G M A C O R P O R A T I O N ; O R A P P R O V E D E Q U A L F O R A L L F I T T I N G S T H A T R E Q U I R E T H R U S T R E S T R A I N T , E X C E P T F O R C U T - I N O R T A P P I N G T E E S ( F O R M A I N S O R S E R V I C E S ) A N D B E N D S O N S E R V I C E L I N E S I N S I D E B U I L D I N G F O U N D A T I O N S , U N L E S S S P E C I F I C A L L Y P R O H I B I T E D B Y T H E C I T Y O F B O Z E M A N . T H E M E C H A N I C A L R E S T R A I N T S S H A L L B E I N S T A L L E D I N A C C O R D A N C E W I T H M A N U F A C T U R E R ' S S P E C I F I C A T I O N S A N D A T A L L J O I N T S A S S P E C I F I E D B Y T H E E N G I N E E R . 1 1 . D E T E C T A B L E W A R N I N G T A P E S H A L L B E I N S T A L L E D , C E N T E R E D O V E R A L L W A T E R M A I N S , S E R V I C E L I N E S , A N D H Y D R A N T L E A D S . T A P E S H A L L B E I N S T A L L E D A M I N I M U M O F E I G H T E E N I N C H E S ( 1 8 " ) A N D M A X I M U M O F T W E N T Y - F O U R I N C H E S ( 2 4 " ) B E L O W F I N I S H G R A D E . 1 2 . T H E F O U R I N C H ( 4 " ) F I R E S E R V I C E L I N E S H A L L B E I N S T A L L E D I N A C C O R D A N C E W I T H T H E C I T Y O F B O Z E M A N F I R E S E R V I C E L I N E S T A N D A R D S . T H I S P L A N I S F O R C O N S T R U C T I O N O F T H E F O U R I N C H ( 4 " ) F I R E S E R V I C E L I N E F R O M T H E P R O P O S E D W A T E R M A I N T O T H E O S & Y V A L V E I N T H E B U I L D I N G . 1 3 . T H E F I R E S E R V I C E L I N E S H A L L B E I N S T A L L E D , C H L O R I N A T E D , A N D T E S T E D T O A M I N I M U M O F 2 0 0 P S I B Y A S I N G L E C O N T R A C T O R . O W N E R O R O W N E R ' S A U T H O R I Z E D R E P R E S E N T A T I V E S H A L L P R O V I D E C O N S T R U C T I O N O B S E R V A T I O N A N D P R E P A R E T H E R E C O R D D R A W I N G S . C O N T R A C T O R S H A L L F I L L O U T A N D S U B M I T " C O N T R A C T O R ' S M A T E R I A L A N D T E S T C E R T I F I C A T E F O R U N D E R G R O U N D P I P I N G " . 1 4 . C O N T R A C T O R S H A L L A D J U S T A L L V A L V E B O X E S , C U R B B O X E S , A N D M A N H O L E S T O F I N A L G R A D E U P O N C O M P L E T I O N O F A L L C O N S T R U C T I O N . A N Y B O X E S O R M A N H O L E S D A M A G E D O R O T H E R W I S E D I S T U R B E D B Y T H E C O N T R A C T O R O R S U B C O N T R A C T O R S H A L L B E R E P A I R E D A T T H E E X P E N S E O F T H E C O N T R A C T O R . T H I S W O R K W A S I N C I D E N T A L T O T H E P R O J E C T . G E N E R A L N O T E S : A D V A N C E D R E S E A R C H L A B F I R E S E R V I C E L I N E C I T Y O F B O Z E M A N , G A L L A T I N C O U N T Y , M O N T A N A Z O N E D : B P A D J A C E N T Z O N I N G : P L I C L A S S I S Y S T E M S Y S T E M C L A S S I F I C A T I O N : A C C O R D I N G T O T H E N F P A 2 4 , A F L O W R A T E O F 3 9 0 G A L L O N S P E R M I N U T E I S R E Q U I R E D F O R F L U S H I N G O F A 4 - I N C H F I R E S E R V I C E L I N E . T H E R E F O R E , T H E I N S T A L L I N G C O N T R A C T O R M U S T P R O V I D E A N O R I F I C E S I Z E O F A T L E A S T 1 - 1 / 4 I N C H E S T O M E E T T H I S R E Q U I R E M E N T B A S E D O N T H E C U R R E N T P A R A M E T E R S O F T H E S Y S T E M . C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R O B T A I N I N G F L O W T E S T D A T A A N D P R E P A R I N G H Y D R A U L I C C A L C U L A T I O N S . F L U S H I N G R E Q U I R E M E N T S : N O T E S B Y S Y M B O L : 1 S T A 1 0 + 5 0 I N S T A L L N E W 8 " x 4 " T A P P I N G T E E F O R 4 " C L A S S 5 1 D I P A W W A C 1 5 1 F I R E S E R V I C E S T A 1 0 + 5 0 - 2 . 0 ' R T I N S T A L L N E W 2 " T Y P E K A N N E A L E D , A W W A C 8 0 0 D O M E S T I C W A T E R S E R V I C E 2 S T A 1 0 + 5 1 . 0 0 - I N S T A L L N E W 4 " G A T E V A L V E , W I T H V A L V E B O X , & T H R U S T B L O C K 3 S T A 1 0 + 8 9 . 3 7 - 2 . 0 ' R T | I N S T A L L N E W C U R B S T O P & B O X F O R 2 " T Y P E K C O P P E R D O M E S T I C W A T E R S E R V I C E F G = ± 4 8 7 9 . 0 0 4 S T A 1 3 + 4 0 . 5 - T E M P O R A R Y E N D O F F I R E S E R V I C E A T 5 . 0 0 ' F R O M E X T E R I O R B U I L D I N G W A L L 5 S T A 1 3 + 4 0 . 5 - 2 . 0 ' R T | T E M P O R A R Y E N D O F D O M E S T I C W A T E R S E R V I C E A T 5 . 0 0 ' F R O M E X T E R I O R B U I L D I N G W A L L 6 S T A 1 3 + 4 7 . 6 8 - I N S T A L L 4 " 9 0 ° V E R T I C A L B E N D & T H R U S T B L O C K , 4 " C L A S S 5 1 D I P A W W A C 1 5 1 S T A N D P I P E , A N D 4 " O S & Y V A L V E R E F E R T O P L U M B I N G P L A N S A N D D E T A I L 0 2 6 6 0 - 1 3 O N T H I S S H E E T 7 E X I S T I N G 8 " C L A S S 5 1 D I P W A T E R M A I N 8 p r o j e c t # r e v i s i o n d a t e p h a s e i s s u e d a t e sheet project owner engineers surveyors planners scientists MorrisonMaierle B I L L I N G S | B O Z E M A N | M I S S O U L A PROPOSED 4" FIRE SERVICE LINE ADVANCED RESEARCH LAB MSU INNOVATION CAMPUS 1/15/2020 12:50:14 PM C 4 . 1 ( 5 2 ) S F O F A S P H A L T R E S T O R A T I O N W I T H N O N - S H R I N K B A C K F I L L . I N S T A L L ( 5 ) L F O F C U R B 9 0 9 2 0 3 . 2 0 1 8 1 0 0 % C O N S T R U C T I O N D O C U M E N T S R E V I S I O N 1 0 7 . 1 3 . 2 0 1 8 STA 10+93.7990° BENDSTA 12+08.5390° BEND STA 12+83.0190° BEND R E V I S I O N 2 0 2 . 1 3 . 2 0 1 9 R E C O R D D R A W I N G 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 . 4 8 6 0 4 8 6 5 4 8 7 0 4 8 7 5 4 8 8 0 4 8 8 5 4 8 6 0 4 8 6 5 4 8 7 0 4 8 7 5 4 8 8 0 4 8 8 5 EG-4876.350 + 0 0 EG-4876.040 + 5 0 EG-1 + 0 0 EG-1 + 2 5 EG-4876.19 EG-4877.07 F H B U R Y = 4 8 7 6 . 1 9 8 . 0 ' B U R Y D E P T H STA 0+25.00 90° VERT BEND & FIRE HYD. ASS'Y INV = 4868.19 STA ± 1+01 CONNECT TO EXISTING 8" WATER MAIN INV = ± 4866.4 C H I L L E R XF M R MAIN SWBD A T S CT ENC M E T E R S S S S S S S S S S S S S S S S S S S 11+00 12+00 13+00 13+69 S S S S S W W W W YDH EW EW EW EW EW EW EW EW E W F I R E F I R E F I R E F I R E FIR E FIR E FIR E FIR E W S W S W S WS WS WS WS WS WS WS WS S T A 1 2 + 0 8 . 5 3 S T A 1 2 + 8 3 . 0 1 S T A 1 3 + 4 7 . 6 8 ARL FACILITY 4 8 7 5 . 0 4 8 7 6 . 0 4 8 7 7 . 0 4 8 7 8 . 0 4 8 7 9 . 0 W G A R F I E L D S T 0+00 0+50 1+00 1+25 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 2 . 5 5 5 1 0 1 5 3 0 3 0 6 0 6 " F I R E H Y D R A N T L E A D 6 7 $ I N S T A L L 7 6 L F 6 " C L A S S 5 1 D U C T I L E I R O N W A T E R P I P E T Y P E A T R E N C H B A C K F I L L , T Y P E 1 P I P E B E D D I N G E X I S T I N G G R O U N D CONSTRUCTION NOTES:1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS S T A N D A R D S P E C I F I C A T I O N S , S I X T H E D I T I O N D A T E D A P R I L 2 0 1 0 ( M P W S S ) ; T H E C I T Y O F B O Z E M A N M O D I F I C A T I O N S TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (OSHA) SAFETY STANDA R D S . I F R E Q U E S T E D B Y T H E I N S P E C T O R , T H E C O N T R A C T O R S H A L L P R O V I D E P R O O F O F A P E R M I T F R O M S A I D DIVISION.3.THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS. MATERIALS AND EQUIPMENT SHA L L B E S T O R E D O N T H E P R O J E C T S I T E W H E R E A P P R O V E D B Y T H E O W N E R . I T S H A L L B E U N D E R S T O O D T H A T T H E RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF EQUIPMENT AND MATERIALS ON OR NEAR THE SITE WILL BE E N T I R E L Y T H A T O F T H E C O N T R A C T O R A N D T H A T N O C L A I M S H A L L B E M A D E A G A I N S T T H E O W N E R B Y R E A S O N OF ANY ACT OF AN EMPLOYEE OR TRESPASSER.4.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND ARE TO BE B R O U G H T T O T H E E N G I N E E R ' S A T T E N T I O N P R I O R T O C O M M E N C E M E N T O R C O N T I N U A T I O N O F C O N S T R U C T I O N ACTIVITIES.5.REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS, AND PROPERTY CORNERS PRIOR TO BEING 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 BE REPLACED BY A PROFESSIONAL LAND SURVEYOR (PLS) REGISTERED IN THE STATE OF MONTANA.6.A PRE-CONSTRUCTION MEETING (AS REQUIRED) SHALL BE HELD WITH THE GENERAL CONTRACTOR, SITE SUBCONTRAC T O R , C I T Y O F B O Z E M A N , O W N E R , A N D M O R R I S O N - M A I E R L E , I N C . P R I O R T O T H E S T A R T O F C O N S T R U C T I O N . 7.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY, COUNTY, AND/OR STATE INSPECTOR 48 HOURS PRIO R T O C O M M E N C I N G C O N S T R U C T I O N A N D 2 4 H O U R S I N A D V A N C E O F S P E C I F I C I N S P E C T I O N N E E D S D U R I N G T H E COURSE OF THE WORK. ALL WORK SHALL BE PERFORMED DURING NORMAL WORKING HOURS AND SUBJECT TO THE A V A I L A B I L I T Y O F A N I N S P E C T O R A N D A P P R O V E D B Y T H E E N G I N E E R . T H E C O N T R A C T O R W I L L B E B I L L E D F O R S A I D INSPECTION SERVICES AS PROVIDED IN THE MOST RECENTLY ADOPTED FEES FOR SUCH SERVICES.8.THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE INCONVENIENCE TO THE A D J A C E N T B U S I N E S S E S . 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MA Y B E A F F E C T E D B Y T H E S E O P E R A T I O N S , A L L C O S T S F O R P R O T E C T I N G , R E M O V I N G , A N D R E S T O R I N G E X I S T I N G IMPROVEMENTS SHALL BE BORNE SOLELY BY THE CONTRACTOR.10.THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONT A I N M E N T A N D D I S P O S A L O F P O L L U T A N T S O N T H E S I T E I N A C C O R D A N C E W I T H A N Y A N D A L L A P P L I C A B L E L O C A L , STATE, AND FEDERAL REGULATIONS.11.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON E X I S T I N G S T R E E T S , S I D E W A L K S , O R O T H E R P U B L I C R I G H T S - O F - W A Y A N D M A K E S U R E S T R E E T S A N D W A L K W A Y S ARE CLEANED AT THE END OF EACH WORKING DAY.12.CONSTRUCTION WORK ZONE TRAFFIC SIGNS SHALL BE FURNISHED, INSTALLED, AND MAINTAINED IN ACCORDANCE WI T H A P P L I C A B L E R E Q U I R E M E N T S O F T H E R E G U L A T O R Y A G E N C I E S H A V I N G J U R I S D I C T I O N . A T R A F F I C C O N T R O L PLAN, PREPARED BY THE CONTRACTOR, MAY BE REQUIRED BY THE CITY OR STATE. "CONSTRUCTION AHEAD" WARNIN G S I G N S A R E T O T O B E I N S T A L L E D A L O N G A D J A C E N T R O A D S O R D R I V E W A Y S . F L A S H E R S W I T H C A U T I O N T A P E ARE TO BE INSTALLED WHERE ANY CONSTRUCTION ACTIVITY CROSSES A SIDEWALK OR PEDESTRIAN PATH IN ACCORDA N C E W I T H T H E S P E C I F I C A T I O N S A N D A N Y O R A L L L O C A L R E G U L A T I O N S . 13.AREAS ON THE SITE TO BE GRADED SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION AND DEBRIS. THESE MATER I A L S S H A L L B E R E M O V E D F R O M T H E S I T E B Y T H E C O N T R A C T O R . 14.SURFACE SOILS WITHIN THE PROJECT LIMITS CONTAINING ROOTS AND ORGANIC MATTER SHALL BE STRIPPED DOWN A N D S T O C K P I L E D O R D I S C A R D E D A S D I R E C T E D B Y T H E O W N E R O R E N G I N E E R . S O I L T E S T P I T I N F O R M A T I O N I S PROVIDED IN THE GEOTECHNICAL INVESTIGATION BY RAWHIDE ENGINEERING, INC. DATED APRIL 2018. DEEPER ST R I P P I N G W H E R E R E Q U I R E D T O R E M O V E W E A K S O I L S O R A C C U M U L A T I O N S O R O R G A N I C M A T T E R , S H A L L B E PERFORMED WHEN DETERMINED BY THE ENGINEER OR OWNER'S AUTHORIZED REPRESENTATIVE. STRIPPING SHALL BE R E M O V E D F R O M T H E S I T E O R S T O C K P I L E D A T A L O C A T I O N D E S I G N A T E D B Y T H E O W N E R . 15.THE GROUND SURFACE EXPOSED BY STRIPPING SHALL BE SCARIFIED TO A MINIMUM DEPTH OF EIGHT INCHES (8"), MOI S T U R E C O N D I T I O N E D T O T H E P R O P E R M O I S T U R E C O N T E N T F O R C O M P A C T I O N , A N D C O M P A C T E D A S R E Q U I R E D FOR COMPACTED FILL. RECOMPACTION SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING FILL.16.NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS /ROADS, RIGHTS-OF-WAY , O R A N Y D R I V E W A Y I S A L L O W E D . 17.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR T O E X C A V A T I O N A S D E T E R M I N E D B Y A G E N C Y , O W N E R , A N D / O R E N G I N E E R . 18.ASPHALT AND CONCRETE SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY THE ENGINEER.19.THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS E N C O U N T E R E D O N T H E P R O J E C T . 20.SIDE SLOPES FROM DRIVE AND PARKING AREAS SHALL BE 4:1 MAX UNLESS OTHERWISE SPECIFIED.21.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THERE IS A CONSTRUCTION PERMIT APPROVED BY THE MONTA N A D E P A R T M E N T O F E N V I R O N M E N T A L Q U A L I T Y ( M D E Q ) O R L O C A L G O V E R N I N G A G E N C Y A S A P P R O P R I A T E F O R THE CONTROL OF STORM WATER RUNOFF. IF THERE IS NOT AN APPROVED PERMIT, THE CONTRACTOR SHALL BE RESPO N S I B L E F O R O B T A I N I N G T H E N E C E S S A R Y A P P R O V A L S F R O M M D E Q O R T H E L O C A L G O V E R N I N G A G E N C Y . 22.CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL.23.ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM. RUNNING SLOPE OF 5%.24.THE FIRE HYDRANT LEAD AND ALL OTHER WATER MAIN SHALL BE INSTALLED, CHLORINATED AND TESTED TO A MINIMU M O F 2 0 0 P S I B Y A S I N G L E C O N T R A C T O R . O W N E R O R O W N E R ' S A U T H O R I Z E D R E P R E S E N T A T I V E S H A L L P R O V I D E CONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS. CONTRACTOR SHALL FILL OUT AND SUBMIT "CO N T R A C T O R ' S M A T E R I A L A N D T E S T C E R T I F I C A T E F O R U N D E R G R O U N D P I P I N G . " K n o w w h a t ' s b e l o w . b e f o r e y o u d i g . C a l l R P R O F I L E S C A L E H O R I Z O N T A L S C A L E : 1 " = 3 0 ' V E R T I C A L S C A L E : 1 " = 3 ' 1 1 x 1 7 H O R I Z O N T A L S C A L E : 1 " = 6 0 ' 1 1 x 1 7 V E R T I C A L S C A L E : 1 " = 6 ' 1/15/2020 12:45:38 PMVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e 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 . , 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 DATEDESCRIPTIONNO.BYN:\1552\064 - APPLIED RESEARCH LAB\ACAD\SHEETS\RECORD DRAWINGS\MDEQ SHEETS\W.1.DWG PLOTTED BY:COOPER KRAUSE ON Jan/15/2020 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t A D V A N C E D R E S E A R C H L A B A T T H E M S U I N N O V A T I O N C A M P U S 1 5 5 2 . 0 6 4 M O N T A N A F I R E H Y D R A N T L E A D W . 1 C P K K D J M E E 0 7 / 2 0 1 8 M A T T E K S T R O M 1 0 8 5 3 1 / 2 0 2 0 B O Z E M A N F I N I S H E D G R O U N D P R O P O S E D 8 " S E W E R M A I N 1 . 5 ' C L E A R A N C E M I N . S T A ± 1 + 0 1 C O N N E C T T O E X I S T I N G 8 " W A T E R M A I N W I T H N E W 8 X 6 L I V E T A P P I N G S A D D L E A N D 6 " G A T E V A L V E C O N T R A C T O R T O V E R I F Y H O R I Z O N T A L A N D V E R T I C A L L O C A T I O N O F E X I S T I N G M A I N . E X I S T I N G 8 " W A T E R M A I N P R O P O S E D 8 " S E W E R M A I N GENERAL NOTES1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS);THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OFBOZEMAN WATER/SEWER SUPERINTENDENT.3.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZEOF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLEFOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLYPROVIDE PROTECTION WHEN LOCATION IS KNOWN.5.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TOCENTER-OF-JUNCTION FOR PAYMENT PURPOSES.6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BYAUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATE WITH THECITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BETHE CITY OF BOZEMAN.7.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.8.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARDDRAWING NO. 02660-3.9.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN ELEVEN ANDONE-QUARTER DEGREES (11.25°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARDDRAWING NO. 02660-1.10.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS,MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMACORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT,EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICE LINESINSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN.THE MECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'SSPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THE ENGINEER.11.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS, SERVICELINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEEN INCHES (18")AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.12.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADEUPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED AT THEEXPENSE OF THE CONTRACTOR. THIS WORK IS INCIDENTAL TO THE PROJECT. P R O P O S E D S E W E R S E R V I C E S T A 0 + 2 5 . 0 0 P R O P O S E D F I R E H Y D R A N T A S S E M B L Y E X I S T I N G 2 5 ' W A T E R M A I N E A S E M E N T R E C O R D D R A W I N G F H A R R O W B M = 4 8 7 8 . 3 0 4 8 7 6 . 1 4 ( A . B . )