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HomeMy WebLinkAboutBoulder Creek Apartments - Fire LineWS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''SS8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS' STORM T STORM 8''W8''WD S S D D T S T S D DDSSSSSSSSSSSSSSSSSS SWWWWWWWWWWWWWWWWW 4740 47 4 0 4745 WS W W W W WW W W W WWSFIREWSSS SS SS SS SS SSSSW WWSS SS STORM T STORM SD SD SD SD SS FIREDYH 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''W 8''W 8''W 8''W 8''W8''W8''SS 8''SS 8''SS 8''SS 8''SS 8''SS8''SS8''W 8''W8''W8''SS8''W 8''W8''SS8''SS 8''SS 8''SS8''SS8''SS'STORM T STORM 8''W8''WD S S D D T S T S D DDSS SS SS SS S SS S S S S S S S SWW WW W WWWWW W W W W W W W 4740 47 4 0 4745 1' MIN TO 2' MAX ABOVE FINISHED FLOOR FLANGE TO BE THREADED ON STANDPIPE, MJ TO FLANGE ADAPTERS NOT ACCEPTABLE (TYPICAL FOR ALL RISER CONFIGURATIONS) 3/4" MIN. REDI ROD, INSTALLED IN EVERY OTHER AVAILABLE MJ BOLT HOLES (TYP) - 5/8" RODS ACCEPTABLE FOR 4" LINES FLOOR 4" OR LARGER CLASS 51 DUCTILE IRON PIPE (TYP) MECHANICAL JOINTMAIN TAPPING TEE & VALVE, OR INSTALL VALVE AT PROPERTY LINE (TYPICAL FOR ALL RISER CONFIGURATIONS) THRUST BLOCK 90° BEND WITH THRUST BLOCK FLANGED OS&Y VALVE 1' MIN TO 2' MAX ABOVE FINISHED FLOOR FLANGED OS&Y VALVE PROVIDE FLEXIBLE, WATER-TIGHT CONNECTION FOR ALL WALL OR FLOOR PIPE PENETRATIONS. MECHANICAL JOINT 90° BEND WITH THRUST BLOCK FLOOR FLANGED OS&Y VALVE 1' MIN TO 2' MAX 2' MIN TO 3' MAX CLEARANCE ABOVE FINISHED FLOOR COATED STEEL WALL PLATE, 5/16" MINIMUM THICKNESS CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF DOUBLE CHECK VALVE ASSEMBLY 1. THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGED KENNEDY OR MUELLER OS&Y VALVE THE SAME SIZE AS THE FIRE SERVICE LINE. 2. ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE: A. UL OR FM LISTED. B. APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH (USCFCCCHR) FOR OPERATION IN THE PROPOSED POSITION (VERTICAL OR HORIZONTAL) AS SHOWN ON APPROVED PLANS. C. INSTALLED AS SHOWN ON THE APPROVED PLANS. 3. A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWING THE DOUBLE CHECK VALVE ASSEMBLY (ALARM CHECK VALVE, FLOW SENSOR/ALARM, METER, ETC.) AS SHOWN ON THE APPROVED PLANS. PADDLE-TYPE FLOW ALARMS NOT PERMITTED ON DRY SYSTEMS. 4. A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH A STANDARD CITY OF BOZEMAN METER. THE METER LOOP OF THE DOUBLE DETECTOR ASSEMBLY SHALL HAVE A DOUBLE CHECK VALVE ASSEMBLY INSTALLED WHICH MEETS THE SAME INSTALLATION CRITERIA SPECIFIED ABOVE IN REQUIREMENT NUMBER TWO. 5. HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF TWO FEET (2') ABOVE THE FINISHED FLOOR. 6. THE FIRE SERVICE RISER MUST BE A MINIMUM OF TWO FEET (2') FROM ANY OUTSIDE WALL. 7. THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM OF 6.5' AND A MAXIMUM OF 7.5' BELOW THE FINISHED GRADE. 8. ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI. 9. ALL FIRE SERVICE LINES FOUR INCHES (4") AND LARGER SHALL BE CLASS 51 DUCTILE IRON PIPE. 10. LINE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZE TO BOTH THE INCOMING PIPE DIAMETER (UPSTREAM) AND OUTGOING PIPE DIAMETER (DOWNSTREAM). DOUBLE CHECK VALVE (MIN. REQUIREMENT) AS INDICATED ON APPROVED PLAN(S) NO PRESSURE GAUGES OR PRESSURE GAUGE FITTINGS WILL BE ALLOWED ON THE TEST PORTS OF ANY BACKFLOW PREVENTION ASSEMBLY. ONLY FITTINGS ALLOWED BETWEEN FIRST OS&Y VALVE AND BACKFLOW ASSEMBLY TO BE 90° BEND DOUBLE CHECK VALVE (MIN. REQUIREMENT) AS INDICATED ON APPROVED PLAN(S) DOUBLE CHECK VALVE (MIN. REQUIREMENT) AS INDICATED ON APPROVED PLAN(S) 10'-0" MAX* MECHANICAL JOINTOUTSIDE WALL*PER NFPA-24 FIG A.10.6.3.1 WALLVERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2023COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO. BY N:\4192\025 - THE BOULDERS SITE DEVELOPMENT\ACAD\SHEETS\4192025 C503 FIRE SUBMITTAL.DWG PLOTTED BY:CELINE SAUCIER ON May/30/2023 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle BOULDER CREEK APARTMENTS 4192.025 MONTANA FIRE SERVICE SUBMITTAL C503 CMS CMS MEE 8/10/2020 1 REVISION 1 - C.O.B. DRC REVIEW 8/10/2020CMS 3 REVISION 3 - DRC COMMENTS 5/24/2021CMS REVISION 2 - DRC COMMENTS 2/12/2021CMS BOZEMAN BOULDER CREEK APARTMENTS FIRE SERVICE LINE 1126, 1130 & 1144 ABIGAIL LANE, LOT 45, BLOCK 6, PHASE 2, BOZEMAN GATEWAY SUBDIVISION P.U.D. CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA ZONED: B-2 1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA 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 OF BOZEMAN WATER/SEWER SUPERINTENDENT. 3. ALL TEXT AND FEATURES SHOWN SHADED WERE EXISTING. 4. THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN. 5. DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TO CENTER-OF-JUNCTION FOR PAYMENT PURPOSES. 6. ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BE THE 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 ACCORDANCE WITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARD DRAWING NO. 02660-3. 9. ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN ELEVEN AND ONE-QUARTER DEGREES (11.25°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCE WITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARD DRAWING NO. 02660-1. 10. IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZING MEGALUG; 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 SIGMA CORPORATION; 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 LINES INSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN. THE MECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THE ENGINEER. 11. DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS, SERVICE LINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE. 12. THE SIX INCH (6") FIRE SERVICE LINE SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF BOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE SIX INCH (6") FIRE SERVICE LINE FROM THE EXISTING WATER MAIN TO THE OS&Y VALVE IN THE BUILDING. 13. THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF 200 PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE SHALL PROVIDE CONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS. CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING". 14. CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT. 15. IF CORROSIVE SOILS ARE FOUND ON SITE, CONTRACTOR TO USE V-BIO POLYETHYLENE ENCASEMENT AROUND PIPE. GENERAL NOTES: NOT TO SCALE STANDARD FIRE SERVICE LINE INSTALLATION FOR CLASS I, II, & III SYSTEMS 02660-13 SHEET C504 FIRE SERVICE 1 SHEET C504 FIRE SERVICE 2 SHEET C504 FIRE SERVICE 3 1130 ABIGAIL LANE 1126 ABIGAIL LANE 1140 ABIGAIL LANE1144 ABIGAIL LANE FUTURE BLDG (NOT IN PROJECT) CLASS I SYSTEM SYSTEM CLASSIFICATION: ACCORDING TO THE NFPA 24, A FLOW RATE OF 880 GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A 6-INCH FIRE SERVICE LINE. THEREFORE, THE INSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE OF AT LEAST 2 INCHES TO MEET THIS REQUIREMENT BASED ON THE CURRENT PARAMETERS OF THE SYSTEM. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATA AND PREPARING HYDRAULIC CALCULATIONS. FLUSHING REQUIREMENTS: Know what's below. before you dig.Call R SCALE: 1" = 50' OVERALL SITE PLAN VIEW GRAPHIC SCALE 0 (IN FEET) 25 5025 50 1 INCH = 50 FT 8/10/20 08/09/23 2023-006-IR Boulder Creek Apts Infrastructure Review WS WS WS WS WS WS WS WS8'8''W8''W8''W8''SS8''SS8''SS8''SS8''SS8''SSSTORMSTORM 8''W8''W8''W8''W8''W8''WS DS SSSSSWWWWWWFIRE FIRE STORMSTORM8'8''W8''W8''W8''SS 8''SS 8''SS8''SS 8''SS 8''SSSTORMSTORM 8''W 8''W8''W 8''W8''W 8''WS DS SSSSSWW WWWW-0+450+000+33WS WS WS WS WS WS WS W W W SSSSW WSS SS WS FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE DYH-0+050+000+808''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W8''W8''W8''WSS SSSSWWWWWWS WS WS WS WSFIRE FIRE FIRE FIRE FIRE8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS8''W 8''W 8''W 8''W 8''W 8''W8''W8''WS SSS S SW W WWW-0+050+000+454730 4740 4750 4730 4740 4750 FG-EG--0+45 FG-4744.51EG-4744.510+00 FG-4744.16EG-4744.160+33 2.0' 6.5 MIN BURY DEPTH NO JOINTS ALLOWED BTWN 90° VERTICAL BEND & OS&Y VALVE OS&Y VALVE BLDG FINISHED FLOOR EL. 4748.15 BLDG INSTALL WATER TIGHT SLEEVE PER NFPA CODE. 2" CLEARANCE BETWEEN CONCRETE & PIPE MAINTAIN 2' CLEARANCE BETWEEN PIPE FACE AND INSDE EDGE OF EXTERIOR WALL & 1' CLEARANCE BETWEEN PIPE FACE & INTERIOR WALLS. EX 8" DI WATER MAIN VERIFY ELEVATION EX 4" DI FIRE SERVICE STUB VERIFY ELEVATION FINISHED GRADE EXISTING GRADE 27 LF CL 51 4" FIRE SERVICE STA 0+00.00 22.5° BEND VERIFY INVERT ELEVATION INV. ±4737.78 STA -0+01.00 4" GATE VALVE VERIFY INV ELEV INV. ±4737.78 4740 4750 4760 4740 4750 4760 FG-4747.74EG-4747.74-0+05 FG-4747.59EG-4747.590+00 FG-4746.83EG-4746.830+45 FINISHED GRADE EXISTING GRADE STA 0+00 HOT TAP EX 8" DI WATER MAIN INV. ±4741.00 CONTRACTOR TO VERIFY ELEVATION STA 0+01.78 4" GATE VALVE INV. ±4740.83 6.5 MIN BURY DEPTH INSTALL WATER TIGHT SLEEVE PER NFPA CODE. 2" CLEARANCE BETWEEN CONCRETE & PIPE MAINTAIN 2' CLEARANCE BETWEEN PIPE FACE AND INSDE EDGE OF EXTERIOR WALL & 1' CLEARANCE BETWEEN PIPE FACE & INTERIOR WALLS. ±42 LF CL 51 4" FIRE SERVICE CLASS 1 SYSTEM BLDG FINISHED FLOOR EL. 4750.00 STA 0+33.41 GAS LINE CROSSING 4730 4740 4750 4730 4740 4750 FG-4743.79EG-4743.79-0+05 FG-4743.78EG-4743.780+00 FG-4743.87EG-4743.87FG-EG-0+80 FINISHED GRADE EXISTING GRADE 6.5 MIN BURY DEPTH STA 0+00.00 8"X 4" TEE INV. 4736.50' STA 0+1.12 4" GATE VALVE INV. 4736.67' STA 0+13.89 4" 11.25° BEND INV. 4736.50' INSTALL WATER TIGHT SLEEVE PER NFPA CODE. 2" CLEARANCE BETWEEN CONCRETE & PIPE MAINTAIN 2' CLEARANCE BETWEEN PIPE FACE AND INSDE EDGE OF EXTERIOR WALL & 1' CLEARANCE BETWEEN PIPE FACE & INTERIOR WALLS. BLDG FINISHED FLOOR EL. 4746.75 STA 0+73.96 4" 90° VERTICAL BEND AND THRUST BLOCK INV. 4739.89 ±74 LF CL 51 4" FIRE SERVICE CLASS 1 SYSTEM STA 0+73.96 INSTALL 4" DI FIRE SERVICE RISER THRUST BLOCK & FLANGED OS&Y VALVE. SEE SPRINKLER DESIGN PLANS FOR INFO BEYOND OS&Y VALVE, CONTRACTOR TO CONFIRM SIZE AND LOCATION INSIDE BUILDING PRIOR TO PLACEMENT OF SERVICE. VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2023COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO. BY N:\4192\025 - THE BOULDERS SITE DEVELOPMENT\ACAD\SHEETS\4192025 C503 FIRE SUBMITTAL.DWG PLOTTED BY:CELINE SAUCIER ON Jun/20/2023 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle BOULDER CREEK APARTMENTS 4192.025 MONTANA FIRE SERVICE SUBMITTAL C504 CMS CMS MEE 8/2020 1 REVISION 1 - C.O.B. DRC REVIEW 8/10/2020CMS 4 INFRASTRUCTURE COMMENTS 9/9/2021CMS 3 REVISION 3 - DRC COMMENTS 5/24/2021CMS 2 REVISION 2 - DRC COMMENTS 2/12/2021CMS BOZEMAN SCALE: 1" = 10' FIRE SERVICE 1 PLAN SCALE: 1" = 10' FIRE SERVICE 2 PLAN GRAPHIC SCALE 0 (IN FEET) 5 105 10 1 INCH = 10 FT GRAPHIC SCALE 0 (IN FEET) 5 105 10 1 INCH = 10 FT GRAPHIC SCALE 0 (IN FEET) 5 105 10 1 INCH = 10 FT PHASE II - 18 PLEX FFE = 4750 PHASE I - 12 PLEX FFE = 4748.15 PHASE III- 12 PLEX FFE = 4746.75 8" DI WATER MAIN STA 0+13.89 4" 11.25° BEND STA 0+00 8"X4" TEE 2" TYPE K COPPER WATER SERVICE EX 8" DI WATER MAIN STA 0+00.00 REMOVE EX 4" CAP AND BLOW-OFF ASSEMBLY. CONNECT NEW 4" 11.25° BEND, 4" GATE VALVE AND 4" DI PIPE. VERIFY INVERT ELEV. PRIOR TO CONNECTION EX 1.5" WATER SERVICE STUB STA 0+25.94 INSTALL 4" DI FIRE SERVICE RISER THRUST BLOCK & FLANGED OS&Y VALVE. SEE SPRINKLER DESIGN PLANS FOR INFO BEYOND OS&Y VALVE, CONTRACTOR TO CONFIRM SIZE AND LOCATION INSIDE BUILDING PRIOR TO PLACEMENT OF SERVICE. STA 0+41.96 INSTALL 4" DI FIRE SERVICE RISER THRUST BLOCK & FLANGED OS&Y VALVE. SEE SPRINKLER DESIGN PLANS FOR INFO BEYOND OS&Y VALVE, CONTRACTOR TO CONFIRM SIZE AND LOCATION INSIDE BUILDING PRIOR TO PLACEMENT OF SERVICE. EX 8" DI WATER MAIN STA 0+00 CONNECT TO EX 8" MAIN HOT TAP EX 8" MAIN WITH 8" X4" TAPPING TEE AND THRUST BLOCK 2" TYPE K COPPER WATER SERIVCE SAWCUT AND REMOVE EX ASPHALT AND CURB AND GUTTER. BACKFILL TRENCH WITH FLOWABLE FILL TACK COAT AND SEAL ALL JOINTS. REPLACE ASPHALT TO MATCH EX THICKNESS. REPLACE CURB AND GUTTER PER C.O.B. STANDARDS. SCALE: 1" = 10' FIRE SERVICE 2 PLAN 8/10/20 4 2" TYPE K COPPER WATER SERIVCE 08/09/23 2023-006-IR Boulder Creek Apts Infrastructure Review