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HomeMy WebLinkAbout5TH-AVE-SEWER_RECORD DRAWINGSVICINITY MAP 1 0 6 E a s t B a b c o c k B o z e m a n , M o n t a n a 5 9 7 1 5 4 0 6 . 5 2 2 . 9 8 7 6 s a n d e r s o n s t e w a r t . c o m NORTHPROJECT NO:18098.10 BOZEMAN, MONTANAPREPARED FOR:5TH AVENUE SA N I T A R Y S E W E R BOZEMAN URBAN RENE W A L D I S T R I C T TASK ORDER #MID20-00 4 SITERECORD DRAWINGS CITY OF BOZEMANBOZEMAN, MT 59715 121 NORTH ROUSE AVE S H E E T I N D E X S H E E T N U M B E R S H E E T T I T L E C 1 . 1 C O V E R S H E E T C 1 . 2 L E G E N D S & A B B R E V I A T I O N S C 2 . 1 O V E R A L L S I T E L A Y O U T & D E M O L I T I O N P L A N C 3 . 1 P L A N & P R O F I L E - G R A V E L A C C E S S R O A D C 3 . 2 P L A N & P R O F I L E - O A K S T & 5 T H A V E ( N O R T H L E G ) S A N I T A R Y S E W E R C 3 . 3 P L A N & P R O F I L E - 5 T H A V E ( N O R T H L E G ) & H E M L O C K S T S A N I T A R Y S E W E R C 3 . 4 P L A N & P R O F I L E - 5 T H A V E ( S O U T H L E G ) S A N I T A R Y S E W E R C 3 . 5 P L A N & P R O F I L E - 5 T H A V E ( S O U T H L E G ) S A N I T A R Y S E W E R C 4 . 1 C R O S S S E C T I O N S - G R A V E L A C C E S S R O A D P:\18098_10_Bozeman_URD_TO_MID_20-004_Aspen_CA_&_5th_Ave_Sewer\CADD_C3D\PRODUCTION_DWG\18098_10_COVER.dwg, COVER, 7/13/2021 2:53:37 PM, ckramer, 1:1 E L E C T R I C J U N C T I O N B O X EXISTING STORM DRAIN MANHOLEEXISTING CATCH BASIN S I G N P O W E R P O L E EXISTING WATER VALVEEXISTING FIRE HYDRANT B O L L A R D B U S H EXISTING CURB STOPFIRE DEPT. CONNECTION F I B E R O P T I C P E D E S T A L G A S M E T E R G A S M A N H O L E G A S V A L V E G U Y W I R E I R R I G A T I O N V A L V E I R R I G A T I O N B O X L I G H T P O L E P O W E R M E T E R P O W E R M A N H O L E E L E C T R I C P E D E S T A L ROOF DRAIN S I G N A L P O L E EXISTING SANITARY SEWER MANHOLESANITARY SEWER CLEAN OUTTELEPHONE BOX T E L E P H O N E M A N H O L E T E L E P H O N E P E D E S T A L T R A N S F O R M E R C O N I F E R O U S T R E E D E C I D U O U S T R E E C O M M U N I C A T I O N S M A N H O L E C O M M U N I C A T I O N S P E D E S T A L WELL YARD HYDRANT DEMO AREA E W = F I N I S H E D G R A D E A T E D G E O F W A L K T C = F I N I S H E D G R A D E A T T O P B A C K O F C U R B B C = F I N I S H E D G R A D E A T B U I L D I N G C O R N E R T W = F I N I S H E D G R A D E A T T O P O F W A L L A C = F I N I S H E D G R A D E A T A S P H A L T E A = F I N I S H E D G R A D E A T E D G E O F A S P H A L T E C = F I N I S H E D G R A D E A T E D G E O F C O N C R E T E S D I = S T O R M D R A I N I N L E T S D M H = S T O R M D R A I N M A N H O L E F L = F I N I S H E D G R A D E A T F L O W L I N E F G = F I N I S H E D G R A D E E X = A P P R O X I M A T E E X I S T I N G E L E V A T I O N P O C = P O I N T O N C U R V E EXISTING WATER REDUCERG A S W E L L F O U N D C O R N E R M O N U M E N T A S N O T E D S E T C O R N E R M O N U M E N T , R E B A R W I T H C A P B E N C H M A R K S E C T I O N Q U A R T E R C O R N E R S E C T I O N C O R N E R W T R = W A T E R P I = P O I N T O F I N T E R S E C T I O N P R C = P O I N T O F R E V E R S E C U R V E R T = R I G H T L T = L E F T S S = S A N I T A R Y S E W E R P T = P O I N T O F T A N G E N C Y S D = S T O R M D R A I N G V = G A T E V A L V E B F V = B U T T E R F L Y V A L V E R E D = R E D U C E R L F = L I N E A L F O O T F T = F E E T S S M H = S A N I T A R Y S E W E R M A N H O L E B V C = B E G I N V E R T I C A L C U R V E C S = C U R B S T O P E V C = E N D V E R T I C A L C U R V E P V I = P O I N T O F V E R T I C A L I N T E R S E C T I O N LINETYPES A B B R E V I A T I O N S SYMBO L S PROPOSED CATCH BASIN PROPOSED WATER REDUCERPROPOSED WATER VALVEPROPOSED FIRE HYDRANTPROPOSED CURB STOP PROPOSED SANITARY SEWER MANHOLEPROPOSED STORM DRAIN MANHOLE K E Y N O T E C A L L O U T ( S E E K E Y N O T E L E G E N D ) S R V C = S E R V I C E ( T Y P . ) = T Y P I C A L P C = P O I N T O F C U R V A T U R E E X I S T I N G M O N U M E N T B O X P R O P O S E D M O N U M E N T B O X G R = E X I S T I N G G R A D E A T G R O U N D B R K = G R A D E B R E A K FIBER OPTICGAS PIPELINEOIL PIPELINEUNDERGROUND POWER SANITARY SEWERSTORM DRAINTELEPHONETELEVISION/CABLE WATERCONTOUROVERHEAD POWER FENCE - VINYL FENCE - BARBWIREFENCE - WOOD CURB AND GUTTEREDGE OF ASPHALTEDGE OF GRAVELFENCE - CHAINLINK/WOVEN WIRE EXISTING P R O P O S E D H P = H I G H P O I N T RECORD DRAWINGS FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION TASK ORDER #MID20-004 LEGENDS & ABBREVIATIONS 5TH AVENUE SANITARY SEWER BOZEMAN URBAN RENEWAL DISTRICT BOZEMAN, MONTANA C 1 . 2 - 18098_10_COVER.DWG CMK 06/29/20 CITY REVIEW 08/10/20 04/07/20 - - - - DEQ REVIEW FOR CONSTRUCTION - - - - -- 18098.10 N E W F I B E R H A N D H O L E PERMEABLE PAVERS P R O J E C T N O T E S : - E X I S T I N G U N D E R G R O U N D I N S T A L L A T I O N S & P R I V A T E U T I L I T I E S S H O W N A R E I N D I C A T E D A C C O R D I N G T O T H E B E S T I N F O R M A T I O N A V A I L A B L E T O T H E E N G I N E E R . T H E E N G I N E E R D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F S U C H I N F O R M A T I O N . S E R V I C E L I N E S ( W A T E R , P O W E R , G A S , S T O R M , S E W E R , T E L E P H O N E & T E L E V I S I O N ) M A Y N O T B E S T R A I G H T L I N E S O R A S I N D I C A T E D O N T H E P L A N S . S T A T E L A W R E Q U I R E S C O N T R A C T O R T O C A L L A L L U T I L I T Y C O M P A N I E S B E F O R E E X C A V A T I O N F O R E X A C T L O C A T I O N S . - A L L I M P R O V E M E N T S S H A L L B E P E R F O R M E D I N A C C O R D A N C E W I T H 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 , A P R I L , 2 0 1 0 , A N D T H E C I T Y O F B O Z E M A N S T A N D A R D M O D I F I C A T I O N S , D A T E D M A R C H 3 1 , 2 0 1 1 , W I T H A D D E N D U M . - U N L E S S O T H E R W I S E S P E C I F I E D , A L L C O N S T R U C T I O N L A Y O U T A N D S T A K I N G S H A L L B E P E R F O R M E D U N D E R T H E R E S P O N S I B L E C H A R G E O F A L A N D S U R V E Y O R L I C E N S E D I N T H E S T A T E W H E R E T H E P R O J E C T I S L O C A T E D A N D B Y A P A R T Y C H I E F O R E N G I N E E R I N G T E C H N I C I A N E X P E R I E N C E D I N C O N S T R U C T I O N L A Y O U T A N D S T A K I N G T E C H N I Q U E S A S A R E R E Q U I R E D B Y T H E S P E C I F I C T Y P E O F W O R K B E I N G P E R F O R M E D . P:\18098_10_Bozeman_URD_TO_MID_20-004_Aspen_CA_&_5th_Ave_Sewer\CADD_C3D\PRODUCTION_DWG\18098_10_COVER.dwg, LEGENDS, 7/13/2021 2:53:39 PM, ckramer, 1:1 CP#7 CP#9CP#8 CP#10 CP#11 CP#12 CP#13 0 80 SCALE: 1" = 80' 1604080 RE C O R D D R A W I N G S NORTH NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, APRIL, 2010, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31, 2011, WITH ADDENDUM. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. FI L E : PR O J E C T N O : CA D : QU A L I T Y A S S U R A N C E : DR A W I N G H I S T O R Y DA T E D E S C R I P T I O N TA S K O R D E R # M I D 2 0 - 0 0 4 OV E R A L L S I T E L A Y O U T & D E M O L I T I O N P L A N 5T H A V E N U E S A N I T A R Y S E W E R BO Z E M A N U R B A N R E N E W A L D I S T R I C T BO Z E M A N , M O N T A N A C2.1 - 18 0 9 8 _ 1 0 _ O V E R A L L _ P R O D . D W G CM K 06 / 2 9 / 2 0 CI T Y R E V I E W 08 / 1 0 / 2 0 04 / 0 7 / 2 0 ---- DE Q R E V I E W FO R C O N S T R U C T I O N ---- - - 18 0 9 8 . 1 0 PROJECT SURVEY CONTROL Point # 7 8 9 10 11 12 13 Northing 124475.98 124889.70 124107.87 124061.60 123879.05 123747.03 123343.60 Easting 380924.97 380836.05 380842.93 380720.50 380733.58 380721.34 380721.21 Elevation 4758.07 4754.74 4764.33 4763.86 4767.73 4768.33 4770.64 Description BM /FIRE HYDRANT ARROW BOLT BM /FIRE HYDRANT ARROW BOLT BM /FIRE HYDRANT ARROW BOLT BM /FIRE HYDRANT ARROW BOLT BM /FIRE HYDRANT ARROW BOLT BM /FIRE HYDRANT ARROW BOLT BM /FIRE HYDRANT ARROW BOLT DATUM:MT 83 BOZ LDP P: \ 1 8 0 9 8 _ 1 0 _ B o z e m a n _ U R D _ T O _ M I D _ 2 0 - 0 0 4 _ A s p e n _ C A _ & _ 5 t h _ A v e _ S e w e r \ C A D D _ C 3 D \ P R O D U C T I O N _ D W G \ 1 8 0 9 8 _ 1 0 _ O V E R A L L _ P R O D . d w g , O V E R A L L , 7 / 1 3 / 2 0 2 1 2 : 5 6 : 4 7 P M , c k r a m e r , 1 : 1 RE C O R D D R A W I N G S NORTH VERT. : 1" = 5' HORIZ. : 1" = 30' PROFILE PLAN : 1" = 30' SCALE 30 15 0 SCALE:1" = 30' 30 60 FI L E : PR O J E C T N O : CA D : QU A L I T Y A S S U R A N C E : DR A W I N G H I S T O R Y DA T E D E S C R I P T I O N TA S K O R D E R # M I D 2 0 - 0 0 4 PL A N & P R O F I L E - G R A V E L A C C E S S R O A D 5T H A V E N U E S A N I T A R Y S E W E R BO Z E M A N U R B A N R E N E W A L D I S T R I C T BO Z E M A N , M O N T A N A C3.1 - 18 0 9 8 _ 1 0 _ P N P _ R O A D S _ P R O D . D W G CM K 06 / 2 9 / 2 0 CI T Y R E V I E W 08 / 1 0 / 2 0 04 / 0 7 / 2 0 ---- DE Q R E V I E W FO R C O N S T R U C T I O N ---- - - 18 0 9 8 . 1 0 NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, APRIL, 2010, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31, 2011, WITH ADDENDUM. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. P: \ 1 8 0 9 8 _ 1 0 _ B o z e m a n _ U R D _ T O _ M I D _ 2 0 - 0 0 4 _ A s p e n _ C A _ & _ 5 t h _ A v e _ S e w e r \ C A D D _ C 3 D \ P R O D U C T I O N _ D W G \ 1 8 0 9 8 _ 1 0 _ P N P _ R O A D S _ P R O D . d w g , C 3 . 1 , 7 / 1 3 / 2 0 2 1 2 : 5 9 : 4 3 P M , c k r a m e r , 1 : 1 RE C O R D D R A W I N G S NORTH VERT. : 1" = 5' HORIZ. : 1" = 30' PROFILE PLAN : 1" = 30' SCALE 30 15 0 SCALE:1" = 30' 30 60 FI L E : PR O J E C T N O : CA D : QU A L I T Y A S S U R A N C E : DR A W I N G H I S T O R Y DA T E D E S C R I P T I O N TA S K O R D E R # M I D 2 0 - 0 0 4 PL A N & P R O F I L E - O A K S T & 5 T H A V E ( N O R T H L E G ) S A N I T A R Y S E W E R 5T H A V E N U E S A N I T A R Y S E W E R BO Z E M A N U R B A N R E N E W A L D I S T R I C T BO Z E M A N , M O N T A N A C3.2 - 18 0 9 8 _ 1 0 _ P N P _ S S _ P R O D . D W G CM K 06 / 2 9 / 2 0 CI T Y R E V I E W 08 / 1 0 / 2 0 04 / 0 7 / 2 0 ---- DE Q R E V I E W FO R C O N S T R U C T I O N ---- - - 18 0 9 8 . 1 0 NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, APRIL, 2010, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31, 2011, WITH ADDENDUM. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. NORTH -SEE CITY OF BOZEMAN STANDARD DETAIL 02221-1 FOR TYPICAL UTILITY TRENCH DETAIL. -ALL SANITARY SEWER MANHOLES TO CONFORM TO CITY OF BOZEMAN STANDARD DETAIL 2720-3. -SEE CITY OF BOZEMAN STANDARD DETAIL 02660-11 FOR WATER LOWERING DETAIL. P: \ 1 8 0 9 8 _ 1 0 _ B o z e m a n _ U R D _ T O _ M I D _ 2 0 - 0 0 4 _ A s p e n _ C A _ & _ 5 t h _ A v e _ S e w e r \ C A D D _ C 3 D \ P R O D U C T I O N _ D W G \ 1 8 0 9 8 _ 1 0 _ P N P _ S S _ P R O D . d w g , C 3 . 2 , 7 / 1 3 / 2 0 2 1 3 : 0 0 : 1 3 P M , c k r a m e r , 1 : 1 RE C O R D D R A W I N G S NORTH VERT. : 1" = 5' HORIZ. : 1" = 30' PROFILE PLAN : 1" = 30' SCALE 30 15 0 SCALE:1" = 30' 30 60 NORTH NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, APRIL, 2010, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31, 2011, WITH ADDENDUM. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. FI L E : PR O J E C T N O : CA D : QU A L I T Y A S S U R A N C E : DR A W I N G H I S T O R Y DA T E D E S C R I P T I O N TA S K O R D E R # M I D 2 0 - 0 0 4 PL A N & P R O F I L E - 5 T H A V E ( N O R T H L E G ) & H E M L O C K S T S A N I T A R Y S E W E R 5T H A V E N U E S A N I T A R Y S E W E R BO Z E M A N U R B A N R E N E W A L D I S T R I C T BO Z E M A N , M O N T A N A C3.3 - 18 0 9 8 _ 1 0 _ P N P _ S S _ P R O D . D W G CM K 06 / 2 9 / 2 0 CI T Y R E V I E W 08 / 1 0 / 2 0 04 / 0 7 / 2 0 ---- DE Q R E V I E W FO R C O N S T R U C T I O N ---- - - 18 0 9 8 . 1 0 P: \ 1 8 0 9 8 _ 1 0 _ B o z e m a n _ U R D _ T O _ M I D _ 2 0 - 0 0 4 _ A s p e n _ C A _ & _ 5 t h _ A v e _ S e w e r \ C A D D _ C 3 D \ P R O D U C T I O N _ D W G \ 1 8 0 9 8 _ 1 0 _ P N P _ S S _ P R O D . d w g , C 3 . 3 , 7 / 1 3 / 2 0 2 1 3 : 0 0 : 4 6 P M , c k r a m e r , 1 : 1 RE C O R D D R A W I N G S NORTH VERT. : 1" = 5' HORIZ. : 1" = 30' PROFILE PLAN : 1" = 30' SCALE 30 15 0 SCALE:1" = 30' 30 60 FI L E : PR O J E C T N O : CA D : QU A L I T Y A S S U R A N C E : DR A W I N G H I S T O R Y DA T E D E S C R I P T I O N TA S K O R D E R # M I D 2 0 - 0 0 4 PL A N & P R O F I L E - 5 T H A V E ( S O U T H L E G ) S A N I T A R Y S E W E R 5T H A V E N U E S A N I T A R Y S E W E R BO Z E M A N U R B A N R E N E W A L D I S T R I C T BO Z E M A N , M O N T A N A C3.4 - 18 0 9 8 _ 1 0 _ P N P _ S S _ P R O D . D W G CM K 06 / 2 9 / 2 0 CI T Y R E V I E W 08 / 1 0 / 2 0 04 / 0 7 / 2 0 ---- DE Q R E V I E W FO R C O N S T R U C T I O N ---- - - 18 0 9 8 . 1 0 NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, APRIL, 2010, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31, 2011, WITH ADDENDUM. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. P: \ 1 8 0 9 8 _ 1 0 _ B o z e m a n _ U R D _ T O _ M I D _ 2 0 - 0 0 4 _ A s p e n _ C A _ & _ 5 t h _ A v e _ S e w e r \ C A D D _ C 3 D \ P R O D U C T I O N _ D W G \ 1 8 0 9 8 _ 1 0 _ P N P _ S S _ P R O D . d w g , C 3 . 4 , 7 / 1 3 / 2 0 2 1 3 : 0 1 : 0 7 P M , c k r a m e r , 1 : 1 RE C O R D D R A W I N G S NORTH VERT. : 1" = 5' HORIZ. : 1" = 30' PROFILE PLAN : 1" = 30' SCALE 30 15 0 SCALE:1" = 30' 30 60 FI L E : PR O J E C T N O : CA D : QU A L I T Y A S S U R A N C E : DR A W I N G H I S T O R Y DA T E D E S C R I P T I O N TA S K O R D E R # M I D 2 0 - 0 0 4 PL A N & P R O F I L E - 5 T H A V E ( S O U T H L E G ) S A N I T A R Y S E W E R 5T H A V E N U E S A N I T A R Y S E W E R BO Z E M A N U R B A N R E N E W A L D I S T R I C T BO Z E M A N , M O N T A N A C3.5 - 18 0 9 8 _ 1 0 _ P N P _ S S _ P R O D . D W G CM K 06 / 2 9 / 2 0 CI T Y R E V I E W 08 / 1 0 / 2 0 04 / 0 7 / 2 0 ---- DE Q R E V I E W FO R C O N S T R U C T I O N ---- - - 18 0 9 8 . 1 0 NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, APRIL, 2010, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31, 2011, WITH ADDENDUM. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. P: \ 1 8 0 9 8 _ 1 0 _ B o z e m a n _ U R D _ T O _ M I D _ 2 0 - 0 0 4 _ A s p e n _ C A _ & _ 5 t h _ A v e _ S e w e r \ C A D D _ C 3 D \ P R O D U C T I O N _ D W G \ 1 8 0 9 8 _ 1 0 _ P N P _ S S _ P R O D . d w g , C 3 . 5 , 7 / 1 3 / 2 0 2 1 3 : 0 1 : 2 7 P M , c k r a m e r , 1 : 1 Note: The Schedule I sewer was installed by a separate contractor as a change order to the Aspen St & 5th Ave Improvements project. It is provided with these record drawings for reference. RE C O R D D R A W I N G S VERT. : 1" = 10' HORIZ. : 1" = 20' SCALE020 SCALE: 1" = 20' 401020 FI L E : PR O J E C T N O : CA D : QU A L I T Y A S S U R A N C E : DR A W I N G H I S T O R Y DA T E D E S C R I P T I O N TA S K O R D E R # M I D 2 0 - 0 0 4 CR O S S S E C T I O N S - G R A V E L A C C E S S R O A D 5T H A V E N U E S A N I T A R Y S E W E R BO Z E M A N U R B A N R E N E W A L D I S T R I C T BO Z E M A N , M O N T A N A C4.1 - 18 0 9 8 _ 1 0 _ X S E C T _ P R O D . D W G CM K 06 / 2 9 / 2 0 CI T Y R E V I E W 08 / 1 0 / 2 0 04 / 0 7 / 2 0 ---- DE Q R E V I E W FO R C O N S T R U C T I O N ---- - - 18 0 9 8 . 1 0 P: \ 1 8 0 9 8 _ 1 0 _ B o z e m a n _ U R D _ T O _ M I D _ 2 0 - 0 0 4 _ A s p e n _ C A _ & _ 5 t h _ A v e _ S e w e r \ C A D D _ C 3 D \ P R O D U C T I O N _ D W G \ 1 8 0 9 8 _ 1 0 _ X S E C T _ P R O D . d w g , X S E C T , 7 / 1 3 / 2 0 2 1 3 : 0 2 : 5 6 P M , c k r a m e r , 1 : 1