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Home My WebLink AboutAGR House Renovation - Fire Service o GENERAL UTILITY NOTES WATER SYSTEM NOTES 1) WATER, FIRE, AND SEWER SERVICE IS TO BE MAINTAINED FOR 1) ANY WET TAP TO EXISTING WATER MAINS SHALL BE MADE BY E EXISTING USERS IN THE AGR BUILDING. NOTIFY USERS IF ANY THE CITY OF BOZEMAN WATER DEPARTMENT. TAPPING TEES AND TEMPORARY SHUTDOWN IS REQUIRED. IF SHUTDOWNS EXCEED 4 VALVES SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR STAR LY PHOURS PROVIDE TEMPORARY SERVICE. AND THE WET TAP MADE BY THE CITY OF BOZEMAN WATER DEPARTMENT WITH THE COST PAID BY THE CONTRACTOR. THE 4r. 1970 q9 �" 2) THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN CONTRACTOR SHALL EXCAVATE THE EXISTING MAIN AT THE LOCAT ION r' ?� PUBLIC WORKS DEPARTMENT A MINIMUM OF 48-HOURS PRIOR TO TO BE TAPPED TO CONFIRM THE APPROPRIATE PIPE DIMENSIONS 9`rJp(jpT�,S WATER CONNECTIONS TO THE CITY SYSTEM. ANY EXISTING OR PRIOR TO ORDERING FITTINGS. THE TAPPING SLEEVE SHALL BE NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER INSTALLED WITH THE OUTLET SET ON THE HORIZONTAL PLANE. THE SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL TAPPING SLEEVE SHALL BE PRESSURE TESTED AND WITNESSED BY THE ENGINEER PRIOR TO TAPPING BY THE CITY. A CONCRETE STAHLY O ONLY. THRUST BLOCK SHALL BE INSTALLED BEHIND THE TEE. tP p(.S V $ WHAT AND PATCH ENGINEERING � pSPN 9? \a'\ HALT.CONTRACTOR 3) PIPE-LINE BEDDING TO BE TYPE 1 FROM 4" BELOW THE PIPE APPROXIMATE 6 2) PROVIDE A MINIMUM OF 6.5'FEET OF COVER FOR ALL WATER LOCATION OF WATER005. ESPONSBLE FOR COB TO 6" ABOVE THE PIPE. PIPE-LINE BACKFILL SHALL BE TYPE A & ASSOCIATES 5 STREET CUT PERMIT BELOW STREET ROW, PARKING LOTS, AND SIDEWALKS. PIPE UNLESS SPECIFIED OTHERWISE DEPTH UNKNOWN CROSSING. o S � 9END� ENGINEEPROFESSRS 8L SERVICE AND ASSOCIATED FEES V \ 4) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A WATER MAIN 3) THRUST RESTRAINT AND PIPE BEDDING TO CONFORM WITH U` kO ,V N 4" FIRE SERVICE(CLASS 1) SECTION 02221 OF MPWSS. ALL WATER VALVES TO BE RESTRAINED. SURVEYORS AND SEWER MAIN SEPARATION OF 10 FEET HORIZONTALLY EDGE TO www.se0eng.com r7 0 _ EDGE AND 18 INCHES VERTICALLY AT CROSSINGS. THE / OVIDE CONCRETE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ADJACENT WATER 4) CONTRACTOR SHALL INSTALL ADDITIONAL FlTIINGS, BLOWOFFS, 404 W. BROADWAY + + / UST BLOCKS PER OR SEWER MAINS TO CONFIRM SEPARATION HAS BEEN MET. PER VALVES, ETC. AS MAY BE NECESSARY TO ADEQUATELY FLUSH, TEST, _p-'` PWSS STD DRAWING M' AND DISINFECT THE FIRE LINES AND FITTINGS. LPhwe:(406 MT 59457 �9 E/5 / �- N0. 02660-1 jj MPWSS N0. 02660-2. Phone:(4o6)535-6594 5 WATER LINES SHALL BE DISINFECTED ACCORDING TO MPWSS 5) THE LOCATION OF EXISTING WATER LINES, SEWERS, TANKS, ) 3530 CENTENNIAL DR. CULVERTS AND OTHER UTILITIES AS SHOWN ARE APPROXIMATE. 02660 AND AWWA C651. CONTRACTOR IS RESPONSIBLE FOR TESTING HELENA, MT 59601 1\3 ?'yy 2 DUIT CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF THESE FEES. Phone:(406)442-8594 r� 28" ELOW GRADE FACILITIES AS NECESSARY TO MAKE CONNECTIONS TO OR TO Fox:(406)442-8557 0.+ EXCAVATE ADJACENT TO THESE FACILITIES. 6) WATER LINES SHALL BE PRESSURE TESTED ACCORDING TO 851 BRIDGER DR STE 1 ` 4/ MPWSS 02660 AND AWWA C600, TEST PRESSURE TO BE 200 psi OR BOZEMAN, MT 59715 $ S�� 6) UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND ARE 1.5 TIMES THE STATIC PRESSURE(WHICHEVER IS HIGHER) AT THE Ph.ne;(406)522-s526 \Z3 ` GR sal � NOT TO BE CONSIDERED COMPLETE. THE CONTRACTOR SHALL HIGHEST POINT IN NEW LINES. Fox:(406)522-9528 ``\ p VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO / 4r BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL 7) CONTRACTOR TO COMPLETE APPLICATIONS FOR CITY WATER �` �� EXISTING UTILITY LINES DURING CONSTRUCTION. ALL UTILITY LINES SERVICE PRIOR TO CONSTRUCTION. ISSUE/REVISION DAMAGED DURING CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. OTHER UNDERGROUND UTILITIES 8) FIRE SERVICE LINE TO BE TESTED AND FLUSHED IN ACCORDANCE No.1 DATE BY qg?9 APPROX. LOCATION m MAY EXIST, THE CONTRACTOR SHALL HAVE ALL UTILITIES MARKED NTH NFPA 24. TEST PRESSURE TO BE 200 psi, AND FLUSHING OF EXISTING 2" - % BY THE UTILITY COMPANY AND/OR ONE-CALL LOCATORS. CALL FLOW TO BE 10 FT/SEC (400 GPM} THIS CAN BE ACCOMPLISHED BY 1 1-17-17 JDS DOMESTIC SERVICE �j1y BEFORE YOU DIG 1-800-424-5555 USING 2" TAP WITH A 4"DISCHARGE HOSE(100'LENGTH) DESCRIPTION 9) CONTRACTOR TO PROVIDE A COMPLETED"CONTRACTORS COB SUBMITTAL MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING" TO THE alp CITY ENGINEERING DEPARTMENT FOR FIRE SERVICE LINES No. DATE I BY d" G�'�� 2 1 3-30-171 JDS S1 >Z DESCRIPTION RECORD DRAWING O4 / LEGEND No.1 DATE I BY EXISTING PROPOSED 3 m DESCRIPTION - DOMESTIC WRIER SERVICE 2"W E > FIRE SERVICE No. DAIS BY o _ !!vv�( tO ^ a p w WATER VALVE Ixl N 4 ow, N H,-w cs CA +g 3 o N= p �^of m z 3 Z o WATER CURB STOP qq0 DESCRIPTION ¢a z¢ o FIRE HYDRANT y�*o J w vZ I r F o w F + x o o - - No. DATE BY s o w +c� ~a o o '� o < `w s r' SANITARY SEWER ss- — S o o N�ocY # a oam � wow F N c F o m o o N o o w z v SANITARY SEWER MANHOLE ® 5 in< in x w m a a o� a a w DESCRIPTION a z `+x m u a z w CONTOURS (1 FT. INTERVALS) ------4802— [� - � o w Q Z U ¢w J. 930 x< 'v< o? 4930 OVERHEAD ELECTRIC -------OHE---- UNDERGROUND ELECTRIC - -UGE-- -- l` _ POWER POLE W/IJGHT THREAD BOTH 45 _ DEG ELBOWS TO PROVIDE 4' WIDE BY 4" THICK -� UNDERGROUND COMMUNICATION UGC INTERIOR-SIDE OF RIGID INSULATION. INSULATION -EXISTING GRADE WALL WITH PLATE SHALL BE SO PSI EXTRUDED --- i/ NATURAL GAS LINE GAS POLYSTYRENE APPROVED FOR P SUBCRADE USE, AND BE y FLAG POLE b PROTECTED'ON ALL SIDES WITH BEDDING MATERIAL. ' MAIL BOX O3 SIGN 0 -c•a- 492 - "5-�r1 4 2 DECIDUOUS TREE 2.3' EVERGREEN TREE FIRE SERVICE CONCRETE PLAN AND BASEMENT SLAB CONCRETE CURB AND GUTTER PROFILE ELEVATION _ CONTRACTOR TO VERIFY METAL FENCE OHO - PROVIDE CONCRETE -� DEPTH, SIZE AND BUILDING THRUST BLOCKL MATERIAL. CONTACT AGR HOUSE 2'X2'X2' WITH #4 -PROVIDE CONCRETE ENGINEER TO REPORT REBAR ANCHOR RODS THRUST BLOCK PER DISCREPANCIES. RENOVATION 4920 - DETAIL MPW 02660_1 - - - - PROVIDE CONCRETE RECORD THRUST BLOCK AT TAPPING TEES ��,psal.,.xorH 1707 GREEK WAY yary`MO�!4N,9' BOZEMAN,MT tASON'��< DRAWING DBEIt ,a DESIGNED PDH F :NO 3 34PE'cif DRAWN: PDH Fj ' fra CHECKED:JDS 0 3-3 0-17xb j,�,A SkN�x DATE: 1-4-2017 SHEET C'1'1 1 25 l 00 0+75 0+50 0+25 0+00 —0+25 UAW— STAHLY :is .Tit 10.44t .141 IM 1 54gg STAHLY r W5 WA am&.1m ENGINEERING WAS A & ASSOCIATES PROFESSIONAL kL • t. ENGINEERS& www seaeng com 2f1z SURVEYORS —A .0, oh., 41 W,lot lA. 4,9041 404 W. BROADWAY p Sri TWIT • ttt TEE(Nup;Od) MD pwx"v LEWISTOWN, MT 59457 nw War BILO-I'm Phone:(406)535-8594 3530 CENTENNIAL DR. 4pl,ece kft rN au-MA,%.51 tu%c 0 low HELENA, MT 59601 Phone:(406)442-8594 F..:(406)442-B557 6uVlal uhm m 851 BRIDGER DR, STE, 1 %ft W W5.1 BOZEMAN, MT 59715 Ph.n.:(406)522-9526 WwC OOOMM M"Y FM r ftOCKWO F(406)522-952B %I trid., A to. I &M I 160A let!hhw.4.4..ILWI 6. P.blff d 1 ISSUE/REVISION No.I DATE I BY �ft ww, ift — ff."11mv I so r. 1 1 1-17-171 JOS tc a DESCRIPTION INS vm M�m 01 cm w#mw __ __j 2047 11 r.f:0='AT C. COB SUBMITTAL T AV R MAIN VALVE - 11 S17ATAn rams J' 1�v No. DATE 1 BY NOTES NOTES NOTES 2 1 3-30-17 Jos 1. WATER TRENCH TO BE CONSTRUCTED IN COMPLIANCE WITH 1. WATER VALVES TO BE CONSTRUCTED IN COMPLIANCE WITH 1. FIRE SERVICE TO BE CONSTRUCTED IN COMPLIANCE WITH DESCRIPTION MPWSS AND CITY OF BOZEMAN MODIFICATIONS To MPWSS, SECTION MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02221, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 02660, EXCEPT WERE SPECIFIED ON THIS DETAIL DRAWING. 02660. EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING, RECORD DRAWING 2. ALL VALVES SHALL HAVE THRUST RESTRAINT. IF JOINT 2. SEE WATER SERVICE PLAN AND PROFILE SHEETS FOR 2. TYPE 1 PIPE BEDDING SHALL EXTEND FROM 4" BELOW THE No.1 DATE BY RESTRAINT IS USED THE RESTRAINT SHALL BE ADEQUATE TO ADDITIONAL SPECIFICATIONS. PIPE TO 6" ABOVE THE PIPE. )U n"lol a OWE V, 170OLZ kpit's,n mut w" 3 WITHSTAND DEAD-END CONDITIONS. cin v 3. DETECTABLE WARNING TAPE IS REQUIRED. 3. ADD PLATE TO INTERIOR SIDE OF WALL rW2 DESCRIPTION NOTE: THE DETAILS SHOWN ON THIS PLAN ARE PROVIDED FOR EASE OF REFERENCE. OTHER STANDARD DETAILS MAY APPLY. No. DATE Y 4 P_ 3'OF BITUMINOUS PLANT MIX SURFACING PG DESCRIPTION 58-28,GRADE D AGGREGATE, OR MATCH EXISTING ii APPLY TACK COAT PRIOR WHICHEVER IS GREATER. TO PAVING 6"OF I"CRUSHED TOP SURFACING TYPE A, L TYPICAL CURB 3"MIN UNDER CURB. SAWCUT PAVEMENT AND c.rcre wan lyst 31IMMOM X.11.100 L.5:-—- --- SLOPE 2%(TYP) APPLY TACK COAT PRIOR DESCRIPTION TO PAVING I A PROTECT EXISTING ROAD '00VA-Ul.,151t 41,01let" BASE DURING 90'FITTING TEE OR CROSS J'al ft�mAllsllfl VAV or -2 CONSTRUCTION ryt-.r TRIM 0~5 0�001 X 'CAL[ WATER MAIN CR05ING 026L -11 ZNu.NONE rcow EXISTING 31wV. MAIN 15"OF 6"MINUS SELECT SUB-BASE COURSE,(PIT RUN) L L 6 COMPACTED SUBGRADE e NOTES 45'FITTING 22.5'FITTING 1. THIS DETAIL APPLIES TO THE UPPER 45 DEGREE ELBOW FOR TYPICAL PAVEMENT SECTION THRUST BLOCK AND ALL THREAD. FITTING RESTRAINT NOTES: NIS NOTES 1. RESTRAINED JOINT HTTINGS MAY BE USED IN UELI OF THRUST FIRE SERVICE 1. SUBGRADE TO BE CONSTRUCTED IN COMPLIANCE NTH MDT SECTION 203, AND BLOCKS. INSTALL ALL RESTRAINTS IN ACCORDANCE NTH DETAILS MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02230, MANUFACTURERS REQUIREMENTS. EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. L 2. RESTRAINTS MUST BE INSTALLED TO RESIST PRESSURE OF 200 PSI. CALCULATIONS BASED ON POLY WRAPPED DUCTILE PIPE,SAFETY 2. SUB-BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MDT SECTION FACTOR OF 1.5,TRENCH TYPE 5,6'BURY DEPTH,SOIL TYPE CL. 301, AND MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION END CAP OR VALVE 3. MERE APPLICABLE,PIPE LENGTHS ADJACENT TO FITTINGS MUST BE 02234, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 6" MINUS MATERIAL AGR HOUSE RESTRAINED. -TYPICAL RESTRAINT LENGTHS REQUIRED ARE SHOWN )1001 Is ALLOWED. IN THIS DETAIL 00"Nm)' RENOVATION RECORD 3. CRUSHED TOP SURFACING TO BE CONSTRUCTED IN COMPLIANCE WITH MDT < SECTION 301, AND MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, Rich SECTION 02235, EXCEPT MERE SPECIFIED ON THIS DETAIL DRAWING. PIPE SIZE 4'PIPE e PIPE 0*PIPE 12'PIPE NrIt fig 314pr.:9 FITTING L[FT) L fFT) L(FT) L(FT) I`p'l FO 1707 CREEK WAY DRAWING 4. BITUMINOUS PLANT MIX SURFACING TO BE CONSTRUCTED IN COMPLIANCE WITH 90'FITTING 11 IS 70 28 SOZEMAN,MT MDT SECTION 401, AND MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, TEE OR CROSS 5 6 a 11 ..... .X SECTION 02510, EXCEPT MERE SPECIFIED ON THIS DETAIL DRAWING. 9 12 45' rI1NC(HOR17) 5 7 22'FITTINGFITTING 3 3 4 6 03-30-17 DESIGNED:PDH END CAP VALVE 44 62 82 117 DRAWN: PDH -5*num wRT.) 19 26 34 42 CHECKED: JOS FITTING RESTRAINTS DETAIL DATE: 1-4-2017 SHEET HALF SIZE: W FULL SIZE: C1.2