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HomeMy WebLinkAboutLes Schwab Tire Center - Fire Service Plans and ProfileT9 7 8 s s s s s s s s s s s s w m w m w m WSO 1" 1 0 " d i ng n g n g n g n g f o b t b t b t b t b t b t b t b p b p b p b p t v t v t v t v n g n g n g n g S T ST 4 6 5 2 4 6 5 3 4 6 5 2 4 6 5 1 4 6 5 2 4652 4 6 5 1 4 6 5 2 B T B T B T B T B T B T BT BT BT BT BT BT BT BT BT BT O S W WV 0 + 0 0 1+00 1+41 B P BP B P B P B P B P F F F F F F F F WS WS WS WS G A S 8.00 2 . 0 0 ' 4640 4645 4650 4655 4660 4640 4645 4650 4655 4660 46 5 1 . 1 8 46 5 1 . 5 0 0+10 46 5 1 . 0 4 46 5 1 . 4 4 0+20 46 5 0 . 8 8 46 5 1 . 4 0 0+30 46 5 0 . 7 3 46 5 1 . 3 9 0+40 46 5 0 . 5 9 46 5 1 . 3 5 0+50 46 5 0 . 4 3 46 5 1 . 2 6 0+60 46 5 0 . 2 8 46 5 1 . 0 9 0+70 46 5 0 . 1 3 46 5 0 . 8 7 0+80 46 5 0 . 0 0 46 5 0 . 5 3 0+90 1+00 46 4 9 . 9 3 46 5 0 . 8 6 46 4 9 . 8 9 46 5 0 . 8 5 1+10 46 4 9 . 3 9 46 5 0 . 8 0 1+20 46 4 8 . 8 3 46 4 9 . 0 3 1+30 46 4 9 . 5 0 1+40 2.00' 2 T s s s s ss w m w m ws 1" b t b t b t b t S T D S S 10+ 0 0 10+40 WV F WSGAS BT BP BP 2.00' 3 . 1 5 4635 4640 4645 4650 4655 4635 4640 4645 4650 4655 46 4 8 . 6 3 46 5 0 . 0 0 10+10 46 4 8 . 4 9 46 4 8 . 7 5 10+20 46 4 7 . 1 4 10+30 46 4 7 . 3 7 10+40 2.00' 1 C301 FIRE SERVICE LINE-MAIN BUILDING NOR T H 40'20'10'0 05.29.19 10:14 AM | L:\LesSchwab\New\LSMT_BZN\BIMCAD\Civil\LSMT_BZNC300.dwg C301 FIRE SERVICE PLANS AND PROFILES SCHLEGEL GRAHAM 2 C301 FIRE SERVICE PROFILE-MAIN BUILDING HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 4' EXISTING 10" WATER MAIN ST A : 1 + 3 2 . 6 4 10 " X 1 0 " X 8 " T A P P I N G TE E ST A : 1 + 1 7 . 6 1 8" G A T E V A L V E IN V . 4 6 4 1 . 6 6 IN S T A L L 8 " O S & Y G A T E V A L V E 18 " M I N A B O V E B U I L D I N G F F ST A : 0 + 5 1 . 2 4 8" 4 5 ° B E N D IN V . 4 6 4 3 . 3 2 ST A : 0 + 1 9 . 3 7 8" 1 1 . 2 5 ° B E N D IN V . 4 6 4 4 . 3 0 ST A : 0 + 1 2 . 0 0 8" 9 0 ° B E N D IN V . 4 6 4 4 . 3 0 EXISTING GRADE PROPOSED GRADE 1.UNLESS NOTED OTHERWISE, CONTRACTOR TO PROVIDE ALL NECESSARY STREET SAWCUTTING, EXCAVATION, BACKFILL, AND SURFACE RESTORATION AS WELL AS ANY OTHER ASSOCIATED COSTS. 2.THE CONTRACTOR SHALL RELOCATE UTILITIES AS REQUIRED. 3.THE LOCATION AND DESCRIPTION OF ALL SHOWN UTILITIES ARE COMPILED FROM AVAILABLE RECORDS AND FIELD SURVEYS. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY NOR COMPLETENESS OF THESE SHOWN UTILITIES 4.ALL WATER MAIN TRENCHING, BEDDING/BACKFILL, TESTING AND DISINFECTION SHALL BE PREFORMED TO THE CURRENT CITY OF BOZEMAN STANDARDS AND THE CURRENT MONTANA PUBLIC WORKS STANDARDS. 5.NOTIFY THE CITY OF BOZEMAN (COB) AND THE ENGINEER A MINIMUM OF 7 DAYS PRIOR TO CONSTRUCTION. 6.THE CONTRACTOR SHALL SUPPLY ALL NECESSARY FITTINGS, COUPLINGS, AND SPOOL PIECES TO CONNECT NEW UTILITIES TO EXISTING UTILITIES. THESE PLANS MAY NOT SHOW ALL OF THE REQUIRED COMPONENTS FOR MAKING THE CONNECTIONS. 7.THE CONTRACTOR MUST ENSURE THAT A MINIMUM OF 10 FEET (OUTSIDE PIPE WALL TO OUTSIDE PIPE WALL) OF CLEARANCE IS MAINTAINED ON THE HORIZONTAL PLANE BETWEEN ALL WATER AND SEWER/STORM MAINS. ADDITIONALLY, THE CONTRACTOR MUST ALSO ENSURE THAT 18 INCHES OF VERTICAL CLEARANCE IS MAINTAINED BETWEEN WATER AND SEWER/STORM MAINS THAT CROSS. SYSTEM CLASSIFICATION 1.THIS IS A CLASS II BACKFLOW PREVENTION SYSTEM, WITH A DIRECT CONNECTION FROM A PUBLIC WATER MAIN ONLY; NO PUMPS, TANKS, OR RESERVOIRS; NO PHYSICAL CONNECTIONS FROM OTHER WATER SUPPLIES; NO ANTIFREEZE OR OTHER ADDITIVES OF ANY KIND; ALL SPRINKLER DRAINS DISCHARGING TO THE ATMOSPHERE, DRY WELLS OR OTHER SAFE OUTLETS. THIS SYSTEM REQUIRES A 8" DOUBLE CHECK VALVE. FLUSHING REQUIREMENTS 1.880 GPM IS REQUIRED FOR FLUSHING. FLUSHING AND PRESSURE TESTING OF THE LINE SHALL BE DONE IN ACCORDANCE WITH NFPA 24. FIRE LINE GENERAL NOTES 1.ALL PIPES TO BE CENTERED ON THRUST BLOCKS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING ADEQUATE THRUST IN ALL PIPING INSTALLATION. THRUST BLOCKS NOT REQUIRED ON 2.5" AND SMALLER LATERALS. 2.CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 3.KEEP CONCRETE CLEAR OF JOINTS AND ACCESSORIES. 4.SEE FIRE PROTECTION PLAN FOR CONTINUATION WITHIN BUILDING. 5.PIPE SHALL BE INSTALLED PER DETAIL 8/C402. EXISTING UTILITIES - ATTENTION 1.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING ALL EXISTING UTILITY INSTALLATIONS ABOVE AND BELOW GROUND IN ADVANCE OF THE PROJECT BY CONTACTING THEIR RESPECTIVE OWNERS. 2.ALL COSTS RELATED TO CROSSING EXISTING UTILITIES, EXPLORATORY EXCAVATION AND OTHER METHODS OF LOCATING EXISTING UTILITIES ARE INCIDENTAL AND SHALL NOT BE PAID SEPARATELY, BUT SHALL BE MERGED WITH APPLICABLE BID ITEMS. NOT ALL UTILITIES ARE IDENTIFIED ON THE PLANS. 3.CALL AT LEAST 2 WORKING DAYS BEFORE YOU DIG (1-800-424-5555) 4.A FEDERAL LAW NOW IN EFFECT STATES THAT ANY PERSON WHO ENGAGES IN EXCAVATION ACTIVITIES WITHOUT FIRST USING AN AVAILABLE ONE-CALL NOTIFICATION SYSTEM TO DETERMINE LOCATIONS OF UNDERGROUND FACILITIES; OR WITHOUT HEEDING LOCATION INFORMATION OR MARKINGS AND SUBSEQUENT DAMAGES A PIPELINE FACILITY SHALL BE SUBJECT TO A FINE, IMPRISONMENT, OR BOTH. THE LAW ALSO STATES THAT OSHA MAY BE NOTIFIED OF ANY ACCIDENT CAUSED BY AN EXCAVATOR. NOTES 2" DOMESTIC WATER LINE SERVICE, CORP STOP, AND CURB STOP VALVE. SEE DETAIL 3/C402 EXISTING 10" WATER MAIN 2" TYPE K COPPER WATER LINE SERVICE 8" CLASS 51 DUCTILE IRON FIRE SERVICE LINE SERVICE STA 1+32.64 10"X10"X8" TAPPING TEE STA:1+17.61 8" GATE VALVE STA:0+19.37 8" 11.25° BEND STA:0+51.24 8" 45°BEND STA:0+12.00 8" 90°BEND 8" OS&Y INSIDE BUILDING. SEE PLUMBING 8" 90° VERTICAL BEND W/ THRUST BLOCK 5 C301 FIRE SERVICE LINE DETAIL SCALE: NONECOB # 02660-13 8" SCH. 40 GALV. STEEL SLEEVE THRU FLOOR. SEAL WITH LINKSEAL. HYDRANT # : 88 STATIC PRESSURE: PITOT PRESSURE: 126 WATER SUPPLY INFORMATION GPM FLOWING ON 2.5" NOZ. PSI PSI WITH 1575 CITY OF BOZEMAN WATER DEPT.BY:8/13/18DATE: RESIDUAL PRESSURE:PSI LOCATION: SPRINGHILL AND CAMPBELL 116 1726 COMM. CONDUIT CROSSING 15.03LF 8" CLASS 51 DI66.37LF 8" CLASS 51 DI 31.86LF 8" CLASS 51 DI 5.37LF 8" CLASS 51 DI 3 C301 FIRE SERVICE LINE-TIRE BUILDING NOR T H 40'20'10'0 4 C301 FIRE SERVICE PROFILE-TIRE BUILDING HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 4' EXISTING 10" WATER MAIN ST A : 1 0 + 3 2 . 7 1 10 " X 1 0 " X 8 " T A P P I N G TE E ST A : 1 0 + 1 5 . 0 7 8" G A T E V A L V E IN V . 4 6 4 1 . 8 7 IN S T A L L 8 " O S & Y G A T E V A L V E 18 " M I N A B O V E B U I L D I N G F F ST A : 1 0 + 2 1 . 0 7 8" 2 2 . 5 ° B E N D IN V . 4 6 4 0 . 9 8 ST A : 1 0 + 1 7 . 0 7 8" 1 1 . 2 5 ° B E N D IN V . 4 6 4 1 . 5 9 EXISTING 10" WATER MAIN STA 10+32.71 10"X10"X8" TEE STA:10+15.07 8" GATE VALVE STA:10+17.07 8" 11.25° BEND STA:10+21.07 8" 22.5°BEND8" OS&Y INSIDE BUILDING. SEE PLUMBING 8" 90° VERTICAL BEND W/ THRUST BLOCK 8" SCH. 40 GALV. STEEL SLEEVE THRU FLOOR. SEAL WITH LINKSEAL. COMM. CONDUIT CROSSING 11.64LF 8" CLASS 51 DI 4.00LF 8" CLASS 51 DI 2.00LF 8" CLASS 51 DI 8.LOCATIONS OF FITTINGS, BENDS, VALVES AND OTHER APPURTENANCES ARE APPROXIMATE. CARE SHALL BE TAKEN TO AVOID PLACING VALVES IN GUTTERS. PROVIDE AS BUILT LOCATIONS FOR ALL FIXTURES. 9.ANY EXISTING OR NEW VALVES THAT CONTROL THE CITY OF BOZEMAN WATER SUPPLY SHALL BE OPERATED BY CITY PERSONNEL ONLY. 10.PRESSURE TEST AND DISINFECT ALL WATER LINES IN ACCORDANCE WITH SPECIFICATIONS. 11.ALL MECHANICAL JOINT FITTINGS TO BE THRUST BLOCKED MEETING THE CITY OF BOZEMAN STANDARDS. MEGALUGS OR OTHER RESTRAINTS SHALL BE DESIGNED TO MEET MANUFACTURER'S RECOMMENDATION FOR INSTALLATION. 12.ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED IN POLYWRAP. 13.PER THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY REQUIREMENTS, THE CONTRACTOR SHALL HAVE THE WATER MAIN INSTALLATION INSPECTED AND TESTED PER CURRENT DEQ PROCEDURES AND CERTIFIED BY A LICENSED ENGINEER. 8.00LF 8" CLASS 51 DI 2. 2 1 ' 1. 9 7 ' DEMO EXISTING 1" DOMESTIC WATER SERVICE AND CURB STOP VALVE AT CORP STOP VALVE PER CITY OF BOZEMAN STANDARDS. DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED ® w w w . c t a g r o u p . c o m 8 0 0 . 7 5 7 . 9 5 2 2 CHECKED BY | LE S S C H W A B T I R E C E N T E R - B O Z E M A N , M T BO Z E M A N , M T 5 9 7 1 8 11 0 0 W E S T R E E V E S R D FIRE LINE SUBMITTAL 12.30.2019 2019