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HomeMy WebLinkAboutHotel @ Block G North Black Ave - Water Sewer Storm CONSTRUCTION PLANS FOR: sf'��yc STAH LY HOTEL BLOCK G �9`�f§CIR750 %` NORTH BLACK AVENUEco N® BOZEMAN , MONTANA � ��� co (D WATER AND FIRE SERVICE LINES 06CO w 4) �Duraeon Rd'�___ Dur&on Rd Drs Rd ; m DyrgronR g Z Z c I ` ms C n � 4 a 0 3 BUZ D w vdara sl n n o Hawthorne,3 W 0) SHEET INDEX _ �' WBeYSYz<_ = a Elementary r W W Geacatle Se �— 2 $cMd � Z /co.6 I — y W MendeMWl S, W >GO TITLE SHEET T 1.0 I ° I� ,I i w main st ,9, 9, WM.I 9, E .lost EMadf ! �f O o��� W Bab[o[k 3[ I——�r Ewa°bcack sr 191 W B—k 9t rn W Ba P,Kk St E Babc SI ` L m N CIVIL SPECIFICATIONS C 0.1 I i_I -' g EOIrveSt RJb Lbrary W a L � WATER SERVICE DETAILS C 2.0 m D 1 I 191 a w k Bogen Pnol A � _0� Fallon St —, P W Kach St W KO[a St ¢g D W KdCli St� 2 �. � WATER/FIRE SERVICE PLAN AND PROFILE C 2.1 1 N N m e m PROJECT = a mad Ridge �' g a wackersen Ste Soflhaa Comble. r= ° Whlede Ck,b� Fallonn BPa do '� 3 H 's _ LOCATION a 00 N a,°w m LL ne kn— D HURne Ln-Huthn.Ln t9t LI.$�t$,._� 151 w College$t m vv Cmleg, t 3 Sauthside K co ark 1� �m 1 y P fi P 3 BOZe—n I DaaCarlagg Y' 0 0 0 Has m U U U ----i W Garfield St P W Garfield St I m _ Montana Stale € 3 p z ¢ z z y UniversityB.ze w g m^ ¢ wes�un�dn s,aet I _ L�- o LEGEND I ,-,�- g m %W Hm,yD U. w o--- Of E EXISTING PROPOSED I )f I "-� Or H w GEm o SUBJECT PROPERTY LINE1 `—— _.—-Wicagypva I N x !n U In o 0 0 0 ADJACENT PROPERTY LINE Museum of 'i a8' U Bobcat the Rcekies Sta CONTROL POINT dium M �, d I BENCHMARK y —SPiGMguy r �5-ky Rd l �� — --KagyRd— e N 0 WATER LINE W w a � I 0 CURB STOP R,qhtNdW TechrolI p S W YY�� a $OIIIh Park 0 z N M WATER VALVE W ValleyYleW FIRE HYDRANT 72 Golf Club � H f � � o- S M.Schad Graft Parkl SANITARY SEWER LINE _SS_ SANITARY SEWER MANHOLE O ' W Grad St G83rdAft rcOrr SANITARY SEWER CLEANOUT p ^' I--U "'• S N STORM DRAIN SD 15"SD g � � a I n 40 It 2 STORM DRAINAGE MANHOLE O O Alrawarth Or STORM CURB INLET 117 H STORM CATCH BASIN PROJECT LOCATION CONCRETE CURB AND GUTTER Z BUILDING r,,, Y,,,d SCALE: NONE 3 CONTOURS(I FT.INTERVALS) W BOLLARD o U ABBREVIATIONS N OVERHEAD ELECTRIC ot� m Ix UNDERGROUND ELECTRIC urc AD ALGEBRAIC DIFFERENCE F BVCE BEGNNING OF VERTICAL CURVE ELEVATIOK W W POWER POLE BVCS BEGINNING OF VERTICAL CURVE STATION cr ELECTRIC PULL BOX OF CL---------CENTERLINE Q H ELECTRIC PEDESTAL/BOX CO CLEANOUT Z U DIA--------DIAMETER Ur Q J ELECTRIC TRANSFORMER EVCE-------END OF VERTICAL CURVE ELEVATION Y Z Q LAMP POST W U O = EVCS_ _ — _END OF VERTICAL CURVE STATION LIGHT STANDARD Ou EX EXISTING W O Z FT________FEET = _j W ° ELECTRIC SERMCE/METER (D K---------RATE OF CHANGE m N Z o L---------LENGTH Q W GUY WIRE HDPE HIGH—DENSITY POLYETHYLENE LU UNDERGROUND COMMUNICATION UGC MAX_______MAXIMUM J W W a OVERHEAD COMMUNICATION OHC MH________MANHOLE F 2 W COMMUNICATION PEDESTAL © MIN MINIMUM O O PC_ — — — POINT OF CURVATURE _ = N COMMUNICATION MANHOLE © PCC-------POINT OF COMPOUND CURVE NATURAL cos LINE G PRCPOINT OF REVERSE CURVE VERIFY SCALEPT POINT , NATURAL GAS VALVE PVC POLYVINL CHLORIDE F TANGENT FOR REDUCED PRINTS C���!iy DESIGNED CDP DRAWN BAR slcN PVI________POINT OF VERTICAL INTERSECTION O :CORDELL D.'. CDP SPOT ELEVATIONS SCH-------SCHEDULE - POOL CHECKED X aeoo.00 S---------SANITARY j;NO.11645PE•� DATE 9/17/2015 CHAINLINK FENCE STA-------STATION �•�'/(a�/S•j WOOD FENCE �� TYP-------TYPICAL THIS LINE IS ONE T�•<Xc Sti•' INCH LONG IN THE S 8N YC> z VC VERTICAL CURVE W WATER ORIGINAL DRAWING -r�011\1 Br SHEET �J RECORD DRAWING T1.0 Ef STAHLY 10 N MATERIALS SUBMITTALS REQUIRED W H o�a Q PRODUCT PARTY RESPONSIBLE FOR SUBMITTAL REQUIRED SUBMITTALS PRIOR TO MOBILIZATION REQUIRED SUBMITTALS DURING CONSTRUCTION V a WATER LINE MATERIALS CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL#OR SPECIFICATIONS BACTERIAL TEST RESULTS AFTER INSTALLATION COMPLETE O N SEWER LINE MATERIALS CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL#OR SPECIFICATIONS N/A U) ` 0 STORM DRAINAGE MATERIALS CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL#OR SPECIFICATIONS N/A cn o `o GEOTEXTILE FABRIC CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL#OR SPECIFICATIONS N/A C M= 05 PRECAST CONCRETE STRUCTURES CONTRACTOR MANUFACTURER'S SHOP DRAWINGS AND MATERIAL SPECIFICATIONS N/A �` PIPELINE BEDDING MATERIAL CONTRACTOR GRADATIONS, PROCTOR, LIQUID/PLASTIC LIMITS, P.I., 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE C W ON SITE UNCLASSIFIED EXCAVATION MATERIAL CONTRACTOR NONE 1 REPRESENTATIVE SAMPLE FOR EACH TYPE OF MATERIAL ENCOUNTERED Z W ROAD SUB-BASE CONTRACTOR GRADATIONS, PROCTOR, LIQUID/PLASTIC LIMITS, P.I. 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE (Q ` CRUSHED BASE COURSE CONTRACTOR GRADATIONS PROCTOR LI UID PLASTIC LIMITS P.I FRACTURED FACES WEAR. 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE W C 7 ASPHALT CONTRACTOR PROJECT MIX DESIGN FROM SUPPLIER SEE MATERIALS TESTING W 2 u) N EXTERIOR CONCRETE I CONTRACTOR PROJECT MIX DESIGN FROM SUPPLIER ISLE MATERIALS TESTING Z N 0 O >_ Z W la E Ln "m= ON-SITE MATERIALS TESTING FOR WORK WITHIN PUBLIC STREETS PRODUCT PARTY RESPONSIBLE TO OBTAIN TESTS TEST FREQUENCY TEST REQUIREMENT 8.STANDARD = E a TRENCH EXCAVATION, BACKFILL AND COMPACTION ENGINEER 1 TEST PER 50 LINEAR FEET OF TRENCH* 95% BY AASHTO 599 OR ASTM D698 PER MPWSS Q � N a w ROAD/PARKING SUBGRADE ENGINEER 1 TEST PER 50 LINEAR FEET ROAD 95% BY AASHTO T99 OR ASTM D698 PER MPWSS N r m SUB-BASE COURSE ENGINEER 1 TEST PER 50 LINEAR FEET ROAD 95% BY AASHTO T99 PER MPWSS CRUSHED BASE COURSE ENGINEER 1 TEST PER 50 LINEAR FEET ROAD 95% BY AASHTO T99 PER MPWSS r a a a a a a ASPHALT MIX VERIFICATION ENGINEER 1 FIELD MARSHAL PER 2000 TONS COMPLIANCE WITH MIX DESIGN ASPHALT IN-PLACE COMPACTION ENGINEER 1 TEST PER 50 LINEAR FEET ROAD** 93% BY ASTM D2041 PER MPWSS ASPHALT CORE SAMPLES ENGINEER 4 CORES PER 1000 TONS ON ROAD THICKNESS AND 93%BY ASTM D2041 PER MPWSS z `n zo z CONCRETE ENGINEER 1 TEST PER POUR MIN, OR 1 TEST PER 50 C.Y. TEMP. AIR, SLUMP, 4 CYLINDERS, PER MPWSS z o K ari o 0 H N N U *CONTRACTOR SHALL ESTABLISH A WATERING/COMPACTION PATTERN IN THE FIRST 50 FEET OF UTILITY TRENCH BACKFILL THIS PATTERN SHALL BE CONTINUED FOR EVERY LIFT. AFTER A PATTERN IS ESTABLISHED, QUALITY CONTROL j uzi p o TESTS SHALL BE TAKEN ON THE FINAL LIFT, OR THE SECOND TO FINAL LIFT PER THE TABLE ABOVE. Lj w m ¢ w m o pU w w **CONTRACTOR SHALL ESTABLISH A ROLLING PATTERN EARLY IN THE PAVEMENT PROCESS BY TAKING A TEST FOR EVERY PASS AND RECORDING THE PERCENT OF MAXIMUM DENSITY. AT A MINIMUM THAT PATTERN SHALL BE MAINTAINED w w N THROUGHOUT THE ENTIRE PROJECT. D cn U) M M N Q I T ^ N M <p N � N N N GENERAL CIVIL NOTES GENERAL UTILITY NOTES WATER/FIRE SERVICE NOTES 6 f N z 1) DIMENSIONS OF BUILDING AND ARCHITECTURAL 6) CONTRACTOR SHALL PROVIDE A (2) TWO-YEAR WARRANTY 1) THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN 1) ANY WET TAP TO EXISTING WATER MAINS SHALL BE MADE IMPROVEMENTS ARE SHOWN ON THE ARCHITECTURAL PLANS. TO THE CITY OF BOZEMAN FOR ALL PUBLIC INFRASTRUCTURE. PUBLIC WORKS DEPARTMENT A MINIMUM OF 48-HOURS PRIOR BY THE CITY OF BOZEMAN WATER DEPARTMENT. TAPPING TEES WARRANTY PERIOD BEGINS UPON ACCEPTANCE OF TO ANY WATER OR SEWER CONNECTIONS TO THE CITY SYSTEM. AND VALVES SHALL BE FURNISHED AND INSTALLED BY THE 2) CIVIL SITE IMPROVEMENTS SHALL BE CONSTRUCTED IN INFRASTRUCTURE BY THE CITY. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF CONTRACTOR AND THE WET TAP MADE BY THE CITY OF ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD BOZEMAN'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN WATER DEPARTMENT WITH THE COST PAID BY THE SPECIFICATIONS (MPWSS), 6th EDITION, AND CITY OF BOZEMAN 7) ALL OFF-SITE CONSTRUCTION SHALL BE CONDUCTED FROM BOZEMAN PERSONNEL ONLY. CONTRACTOR. THE CONTRACTOR SHALL EXCAVATE THE MODIFICATIONS TO MPWSS, 6TH EDITION, AND ANY ADDENDUMS. WITHIN EXISTING STREET EASEMENTS AND IN ACCORDANCE WITH EXISTING MAIN AT THE LOCATION TO BE TAPPED TO CONFIRM CITY OF BOZEMAN APPROVED PLANS.. 2) PIPE-LINE BEDDING TO BE TYPE 1 FROM 4" BELOW THE THE APPROPRIATE PIPE DIMENSIONS PRIOR TO ORDERING 3) THE LOCATION OF EXISTING WATER LINES, SEWERS, TANKS, PIPE TO 6" ABOVE THE PIPE. PIPE-LINE BACKFILL SHALL BE FITTINGS. THE TAPPING SLEEVE SHALL BE INSTALLED WITH THE CULVERTS AND OTHER UTILITIES AS SHOWN ARE APPROXIMATE. 8) CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO TYPE A BELOW STREET ROW, PARKING LOTS, AND SIDEWALKS. OUTLET SET ON THE HORIZONTAL PLANE. THE TAPPING SLEEVE Lo CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF THE CITY FOR THE TEMPORARY CLOSURE OF NORTH BLACK TYPE B BACKFILL MAY BE USED FOR STORM DRAINS OUTSIDE SHALL BE PRESSURE TESTED AND WITNESSED BY THE ENGINEER F o THESE FACILITIES AS NECESSARY TO MAKE CONNECTIONS TO FOR SEWER AND STORM WATER MAIN EXTENSIONS. THE OF ROADS AND PARKING LOTS. PRIOR TO TAPPING BY THE CITY. A CONCRETE THRUST BLOCK a OR TO EXCAVATE ADJACENT TO THESE FACILITIES. THE TRAFFIC CONTROL PLAN NEEDS TO PROVIDE ACCESS TO SHALL BE INSTALLED BEHIND THE TEE. Z ENGINEER MAY REQUIRE THE CONTRACTOR TO EXPOSE EXISTING NEIGHBORING BUSINESSES AND RESIDENCES. 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A WATER Q WATER AND SEWER LINES TO ESTABLISH THE EXACT LOCATION MAIN AND SEWER MAIN SEPARATION OF 10 FEET HORIZONTALLY 2) PROVIDE A MINIMUM OF 6.5' FEET OF COVER FOR ALL OF THESE UTILITIES. 10) A PRELIMINARY GEOTECHNICAL EVALUATION HAS BEEN EDGE TO EDGE AND 18 INCHES VERTICALLY AT CROSSINGS. WATER PIPE UNLESS SPECIFIED OTHERWISE. W CONDUCTED BY CASTLEROCK GEOTECHNICAL. COPIES OF THE THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF N 4) UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND REPORT ARE AVAILABLE UPON REQUEST. ADJACENT WATER OR SEWER MAINS TO CONFIRM SEPARATION 3) THRUST RESTRAINT AND PIPE BEDDING TO CONFORM WITH m _ ARE NOT TO BE CONSIDERED COMPLETE. THE CONTRACTOR HAS BEEN MET. PER MPWSS NO. 02660-2. SECTION 02221 OF MPWSS. ALL WATER VALVES TO BE SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR 11) CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT RESTRAINED. (n F. TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL DAMAGE TO EXISTING PAVEMENT. ANY DAMAGE TO EXISTING 4) ADJUST MANHOLE AND VALVE BOX COVERS PER MPWSS Z Lu W PROTECT ALL EXISTING UTILITY LINES DURING CONSTRUCTION. PAVEMENT OUTSIDE OF PROJECT LIMITS SHALL BE REPAIRED AT DRAWINGS NO. 02213-1 AND 02213-2. 4) CONTRACTOR SHALL INSTALL ADDITIONAL FITTINGS, Q Er ALL UTILITY LINES DAMAGED DURING CONSTRUCTION ACTIVITIES THE CONTRACTORS EXPENSE. SAWCUT ALL EXISTING PAVEMENT BLOWOFFS, VALVES, ETC. AS MAY BE NECESSARY TO r SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. OTHER EDGES AND TACK PRIOR TO PLACING NEW PAVEMENT. ADEQUATELY FLUSH, TEST, AND DISINFECT THE WATER LINES Q Z W ° UNDERGROUND UTILITIES MAY EXIST, THE CONTRACTOR SHALL AND FITTINGS. V (5 Q J HAVE ALL UTILITIES MARKED BY THE UTILITY COMPANY AND/OR ONE-CALL LOCATORS. CALL BEFORE YOU DIG. 5) WATER LINES SHALL BE DISINFECTED ACCORDING TO MPWSS LL U Z = 1-800-424-5555 02660 AND AWWA C651. V O 2 Z W Lu a 5) NOTIFY ENGINEER OF ANY DISCREPANCIES WITH THE PLANS 6) WATER LINES SHALL BE PRESSURE TESTED ACCORDING TO d m W z AND THE ENGINEER WILL PROVIDE A REPRESENTATIVE FOR MPWSS 02660 AND AWWA C600, TEST PRESSURE TO BE 200 ( Q W FIELD VERIFICATION. THE ENGINEER CAN BE REACHED AT: psi. J LU W J_ STABLY ENGINEERING & ASSOCIATES INC. 7) CONTRACTOR TO COMPLETE APPLICATIONS FOR CITY WATER F 2 W 7585 SHEDHORN DRIVE SERVICE PRIOR TO CONSTRUCTION. (� 2 2 N BOZEMAN, MT. 59718 PHONE (406) 522-9526 8) FIRE SERVICE LINE TO BE TESTED AND FLUSHED IN FAX (406) 522-9528 ACCORDANCE WITH NFPA 24. TEST PRESSURE TO BE 200 psi, AND FLUSHING FLOW TO BE 10 FT/SEC (900 GPM). DESIGNED CDP DRAWN BAR 9) CONTRACTOR TO PROVIDE A COMPLETED "CONTRACTORS CORDELL D.•. CHECKED CDP MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING" POOL TO THE CITY ENGINEERING DEPARTMENT. 0.11645PE DATE S`rZONA4 E� SHEET RECORD DRAWING C 0'� 8��R�yc B STAHLY mrlNRm,�~m� 1990 `. RERw.xcNo 3, /\l•� REDUCER Q7CIRT�S� snxs s,NEE+s,IxACE wcvu,Io,a Rx.c n_sx... MIN. rim�R,R w . ,ptam,lP., 7 9 C Ina I "xLX0P5 TEE TEE (Plugged) BEND V N v .ax.n. iumwnu o.sn...xseu..noxs O N ^a o STANDARD DIMENSIONS FOR THRUST BLOCKING 5 a N R A m•ee» a°eFrm a xYcs (n N N •c o t rA acre sz �/� L_ C) mexw e.cxRu x 05w,) xmE cwT coos wrtx xoRVFas ertunvsic xo so canxc oa ERIUL .�' �Y!ar_r ,•_ r•y �,�• _ rAy _ V) r r-r Wss•�o:�o ,°°ao .•oaw,1 °seo°oa .I mscmclx,l,mwm+lsa uwz,N.x s"Ix.s" _ _ _ _ - _ s•--s• rs•--a• rr-+•• r-r z--o• --r _ C Lc)_ a EV-cn r-r .•-m .•-r r-r r-s• r ff RR •a L - - - - - METRIC DIMENSIONS FOR THRUST BLOCKING V LJJ >+ Z 11N1 >� rouuo.nax rx A o�m«a omax rcanNss u xmE.>,.,.°,.".n,.""sow",.m".:m°m."nm z••aw«m.rM.m. FNcwDaa aan 1�•�IL Q v/ «s,mmo nm n en° N INeosox° RF w w aE sEo x eu�o"o n .»xu ew¢` ohs reo a zo •Z. (n� N «.. moo:,oinroz o`m dm°gem Fn i 'rn w MRN Fa ,.« ,flw u n wNr xn N�c Ur ?oo RN RN CITY OF HOZEMAN SCALE: THRUST BLOCKING FOR N0. 02660-3 0 r N CITY OF BIWNGS TYPICAL UTILITY TRENCH DETAILS NO,02 21-1 STANDARD DRAWING NONE WATER MAIN VALVES DEC 2003 MONTANA PUBLIC WORKS swt. THRUST BLOCKING s«,e srwoum w.Rw 7 ` O0, STANDARD SPECIFICATIONS NONE N0.02221-1 STANDARD SPECIFCAFONS ONE FOR WATER MAIN FITTINGS NO.02660-1 L �N m� NOTES NOTES NOTES W a a 1. WATER TRENCH TO BE CONSTRUCTED IN COMPLIANCE WITH 1. WATER VALVES TO BE CONSTRUCTED IN COMPLIANCE WITH 1. WATER FITTINGS TO BE CONSTRUCTED IN COMPLIANCE WITH 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, SECTIONco 02221, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 02660, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 02660, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. _ ova 2. TYPE 1 PIPE BEDDING SHALL EXTEND FROM 4" BELOW THE 2. ALL VALVES SHALL HAVE THRUST RESTRAINT. IF JOINT 2. ALL FITTINGS SHALL HAVE THRUST RESTRAINT. IF JOINT Q 00 H PIPE TO 6" ABOVE THE PIPE. RESTRAINT IS USED THE RESTRAINT SHALL BE ADEQUATE TO RESTRAINT IS USED IN LIEU OF THRUST BLOCKS, THE RESTRAINT r m WITHSTAND DEAD-END CONDITIONS. SHALL BE IN ACCORDANCE WITH THE DETAIL PROVIDED. N 3. DETECTABLE WARNING TAPE IS REQUIRED. U U U U) Z z O w O Q 0 d n o V) r o W N W ED O 12W �U w °r w.vw. zl,maw.. w,u .®Iz.,°z ee z,z ,.,, .,e+m u�••` D LLI D_ L L L - ....,.e..w,..,4m ,,,,w nz•m«.,. �..w ': " co«.r u� U7 r� In � a a clwss s+ ^aI°= 44 oouR,c c ccx — m o RIVE CNN) wv.aorc r oa w+eean>E 11 �) ux.Neou ucx»� w n aE M %eezemFn Rux(s1 ao � In `O 1 1 BOK n�NTxaNmaox � � N M LEGEND y \ Z 90'FITTING TEE OR CROSS 11 :c` G�EB"0L`�' cIn oox.s cxF«.uwE,sseRs.. ,xx,« IN oil RISEN caxnc—DNS) NE(1m— a u RIgR c GIRAn oral sr nwry I vee m waa:"x w _ RIaF aFxFTRAnOR. cm. e.cxaaw>aecmox.ssc.ao. pox o. Q w L �a qmU_L FIRE ENEm nOxs. 7Xn�i�se w.ex .e%aio L L °• sr w--met.,mu .•,Mnz°"ta. M .Peeaa-yx.n oamv ne Q u ergo ztgnea ^n{USG u""a°RNiw bi°lie w•°�eM oNe «e��'a \ .wI pe a nne a+ma mat wmc mxxmum e,z mwel,ne nwea" to enr emean Q 45 FITTING l` 22.5 FITTING LU THRum eva .m" s�v:m "F axausr a 0 FITTING RESTRAINT NOTES: 1.. ...•°°a . ee<°®z, m I—,.M x z Ma 1. RESTRAINED JOINT FITTINGS MAY BE USED IN LIEU OF _ z.�sa�.N,it' "";":m;�l• x,w a:e° _ ~' W THRUST BLOCKS. INSTALL ALL RESTRAINTS IN °" e"° �nDm vsR xPRe-aa Dc..,o.o,a., W W ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. 2. RESTRAINTS MUST BE INSTALLED TO RESIST PRESSURE OF J e""a"Eo fLO°" a Rx sxEo nnoN Q F- L 200 PSI. CALCULATIONS BASED ON POLY WRAPPED W Z W DUCTILE PIPE, SAFETY FACTOR OF 1.5, TRENCH TYPE 5, L) (9 Q J 6' BURY DEPTH, SOIL TYPE CL71 Y Z Q END CAP OR VALVE STANDARD FIRE SERVICE 3. WHERE APPLICABLE, PIPE LENGTHS ADJACENT TO FITTINGS CITY OF BOZEMAN SCALE: WATER SERVICE LINE II.- 02660-12 CITY of BOZEMAN SCALE: LINE INSTALLATION ND. 02660-13 Q' L) O = MUST BE RESTRAINED. TYPICAL RESTRAINT LENGTHS STANDARD DRAWING NONE FOR srzes a"AND LARGER DEC 2003 STANDARD DRAWING NONE DEC 2003 O Z E REQUIRED ARE SHOWN IN THIS DETAIL. Rev:APRu zoos FOfl CV55 I,11,h III SYSTEMS W J W flEV:APR L 2013 fn in LLI 0 Q W PIPE SIZE 4" PIPE 6" PIPE 8" PIPE 12" PIPE NOTES NOTES W LU W FITTING L FT L FT L FT L FT 1. WATER SERVICE TO BE CONSTRUCTED IN COMPLIANCE WITH 1. FIRE SERVICE TO BE CONSTRUCTED IN COMPLIANCE WITH Q F B,j o 90'FITTING 11 15 20 28 MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION > _ 0 In TEE OR CROSS 5 6 8 11 02660, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 02660, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. > 0 45'FITTING HORIZ. 5 7 9 12 2. SEE WATER/FIRE SERVICE PLAN AND PROFILE SHEETS FOR 2. SEE WATER SERVICE PLAN AND PROFILE SHEETS FOR N 22'FITTING 3 3 4 6 ADDITIONAL SPECIFICATIONS. ADDITIONAL SPECIFICATIONS. - qT CDP END CAP VALVE 44 62 82 117 �•L'.'••...'U DESIGNED 45'FITTING VERT. 19 26 34 49 3. SEE BUILDING MECHANICAL PLANS FOR RISER PIPE LOCATION. 3. SEE BUILDING MECHANICAL PLANS FOR RISER PIPE LOCATION. DRAWN CDP CORDELLD.': CHECKED CDP POOL FITTING RESTRAINTS DETAIL No.I E. PE DATE #### �,••.�_�6_�•�,- NOTE: THE STANDARD DETAILS SHOWN ON THIS PLAN ARE PROVIDED FOR T�.y�ENati6.Go HALF SIZE: = 1' FULL SIZE: /a 1' EASE OF REFERENCE. OTHER STANDARD DETAILS MAY APPLY. Ss�wA E� SHEET RECORD DRAWING C 2•0 _ _ ❑ w ��`�WE 8snT LT) ��'yc -- o ❑ LLSTAH LY 1990 o W N n _ 0 0 � W NEW 6" FIRE 1"�� DEMO EXISTING Z W I SERVICE LINE CONNECT TO HOTEL BUILDING WATER SERVICE c: rn EXISTING SERVICE STUB FF=asossa TO WATER MAIN ffl a Q _� 0 NEW 4" WATERS 0 0 10 20 V n a U SERVICE LINE CONNECT TO 3 > j EXISTING SERVICE STUB o+oo SCALE IN FEET L a o x fn I W o �2a N Q 4) � � w < C N a o ❑ _ U I wQ + gyp\ qI L l v i Z I LI W w4 W W F '3 I W L 6" F W WWml `n W C N H NT Q U U �` COB 4788.73 �- W •N y p L Q� O 6 N coy m i S 3 -- W W 1F+3 W N W W a W S Z �o)TWO W ss ss _ EAST MENDENHALL STREET } m W�w � _ _ _ _ ss ss ss ss�-_ss S ss S ss _a E ova SD r a SD -m D 0 o D a a a —� Z z o o a m 0 � !n � a 0 ¢ m m N o W U C) 00 I�n O i!1 O W W W m 0 00 of p� �c0 ON w O a O U V l of of ro m m m h W Ld U m J J � m a a v v 0, >> 1. CONTRACTOR TO VERIFY EACH EXISTING SERVICE SI E. N "2 y N w I i o a <<a rn wwww m�i wwww �im ww � woW aspON FITTING IF SERVICE SI S ARE OPPOSITE OF PLAN. O T O ww mw o - ASSUMED GRADES ARE 4798.17 (8") AND 4798.25 (6".N o o � z o a ioa oao'v oaioa �rnioa Tom: �Iww a a�. a a a H N F 4810 m�' cn" " m""" �""" cn""" 4810 W — J � 4oa I TOvOF FLAN GE _ LaJdL EL O 488.50 F- FF ELE4806.5" Q a CL FINISHED GRADE Z Lnmu CL EXIST—IN480 LO O NCRETE F RCO w W ~ 3 U w F- z U) z_I O F c ¢ Y Z 2 PROVIDE FLOW" LOW BILE FILL W U p 0 BENEATH FOUNDATION � O � Lu LL_ m W o E p CdJ Q W 4800 �I 4800 w w v __SLOPE SERVICES w Q ~ W UP T 2 m N ..ATER SERVICEYtTy� DESIGNED CDP RESTRAIN RISER PIPE(S WITH FIRE SERVICE 6" CL 51 D.I.P � BAR N MEGALU RESTRAINTS R WATER SERVI E 4" CL 51 D.LP. DRAWN C DELLU.': PDOL CHECKED CDP z o.o,11645PE.w DATE #### p - ENS C> SHEET 47 0+00 1+00 2+00 RECORD DRAWING C 2.1 CONSTRUCTION PLANS FOR: sf'��yc STAH LY HOTEL BLOCK G �9`�f§CIR750 %` NORTH BLACK AVENUEco N® BOZEMAN , MONTANA � ��� co (D SANITARY SEWER MAIN EXTENSION o�` w a � ��a 06CO w 4) �Duraeon Rd'�___ Dur&on Rd Drs Rd ; m DyrgronR g Z Z c I ` ms C n � 4 a 0 3 BUZ D w vdara sl n n o Hawthorne,3 W 0) SHEET INDEX _ �' WBeYSYz<_ = a Elementary r W W Geacatle Se �— 2 $cMd � Z /co.6 I — y W MendeMWl S, W >GO TITLE SHEET T 1.0 I ° I� ,I i w main st ,9, 9, WM.I 9, E .lost EMags! �f O o��� W Bab[o[k 3[ I——�r Ewa°bcack sr 191 W B—k 9t rn W Ba P,Kk St E Babc SI ` L m N CIVIL SPECIFICATIONS C 0.1 I i_I -' g EOIrveSt RJb Lbrary W a L � CIVIL SANITARY SEWER DETAILS C 3.0 m D 1 I 191 a w k Bogen P.W A � _0� Fallon St —, P W Kach St W KO[a St ¢g D W KdCli St� 2 �. � SANITARY SEWER PLAN AND PROFILE C 3.1 I m PROJECT = a Ridge �' g a wackersen Ste SoflUaa ComPle. ° WhledeCnb Fallonn BPa do '� 3 H 's _ LOCATION a 00 N a,°w m LL ne kn— D HURne Ln-Huthn.Ln t9t LI.$�t$,._� 151 w College$t m vv Cmleg, t 3 Sauthaide K co ark 1� �m 1 y P fi P 3 BOZe—n I DaaCanenS Y' 0 0 0 Has m U U U ———i W Garfield St P W Garfield St I m _ Montana Stale € 3 p z ¢ z z Univesitg•BomnLEGEND g m %W^ r -- o Hm,yD U, w o Of EXISTING ILL 0 PROPOSED I if I D. H , w m m o a SUBJECT PROPERTY LINE O ADJACENT PROPERTY LINE One RKko� �[� O O E i___sa aium me;��a CONTROL POINT I / 1 �. I X tt BENCHMARK �i i,I1L1(y Rd Stucky Rd —SPire GkmeMg.A. Stucky Rd nterN —�laj — (— -----Kagy Fld— Q N WATER LINE W w aa}} I 0 CURB STOP R,ght T bgies p >t W WATER VALVE W $OIIIh Park Z I Va ley GOV G10luk FIRE HYDRANT #Park o- S tar$ch ad Grate SANITARY SEWER LINE SS $ SSi SANITARY SEWER MANHOLE O ' W Grad S[ GieltlAorc Orr SANITARY SEWER CLEANOUT p ^' I--U "'• S N STORM DRAIN SD— —15"SD g � � a I n 40 It 2 STORM DRAINAGE MANHOLE O O Alrawarth Or n —__ —— cn n STORM CURB INLET 117 H STORM CATCH BASIN PROJECT LOCATION ~ CONCRETE CURB AND GUTTER Z o BUILDING r/ SCALE: NONE vQi CONTOURS(,FT.INTERVALS) W o BOLLARD o ABBREVIATIONS N U OVERHEAD ELECTRIC ok� UNDERGROUND ELECTRIC urc AD ALGEBRAIC DIFFERENCE F BVCE BEGNNING OF VERTICAL CURVE ELEVATIOK W PowER POLE �Q, BVCS BEGINNING OF VERTICAL CURVE STATION � ELECTRIC PULL BOX ( _________CENTERLINE Q H ELECTRIC PEDESTAL/BOX CO CLEANOUT Z (n o DIA________DIAMETER Ur Q J h ELECTRIC TRANSFORMER EVCE_______END OF VERTICAL CURVE ELEVATION Y F_ Q LAMP POST W U O = EVCS_ _ — _END OF VERTICAL CURVE STATION LIGHT STANDARD Ou EX________EXISTING W O i ELECTRIC SERMCE/METER ( FT________RATEET = � W K_ — — — _RATE OF CHANGE m N Z 3 L---------LENGTH � Q W 7- GUY WIRE HDPE______HIGH—DENSITY POLYETHYLENE Lu m UNDERGROUND COMMUNICATION UGC MAX_______MAXIMUM J W W E. OVERHEAD COMMUNICATION OHC MH________MANHOLE F 2 W COMMUNICATION PEDESTAL © MIN MINIMUM O OIn PC_ — — — POINT OF CURVATURE COMMUNICATION MANHOLE © PCC_ — — _POINT OF COMPOUND CURVE NATURAL cos LINE G PRCPOINT OF REVERSE CURVE VERIFY SCALE , PT_ — _ — POINT OF TANGENT FOR REDUCED PRINTS �!iy DESIGNED CDP NATURAL GAS VALVE 88 PVC_ — — _POLYVINL CHLORIDE DRAWN BAR SIGN PVI________POINT OF VERTICAL INTERSECTION 0 1" GORDELL D.'. CDP SPOT ELEVATIONS SCH_______SCHEDULE - POOL CHECKED X aeoo.00 S---------SANITARY j;NO.11645PE DATE 9/17/2015 �n CHAINLINK FENCE : STA_______STATION o.9•yb.b •w' �� TYP_______TYPICAL THIS LINE IS ONE T�•<Xp Sti•' INCH LONG IN THE WOOD FENCE S EN YC>� z VC________VERTICAL CURVE ORIGINAL DRAWING -r�01VAl Br SHEET W WATERJ RECORD DRAWING T1.0 Ef STAHLY 10 N MATERIALS SUBMITTALS REQUIRED W H o�a Q PRODUCT PARTY RESPONSIBLE FOR SUBMITTAL REQUIRED SUBMITTALS PRIOR TO MOBILIZATION REQUIRED SUBMITTALS DURING CONSTRUCTION V a WATER LINE MATERIALS CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL#OR SPECIFICATIONS BACTERIAL TEST RESULTS AFTER INSTALLATION COMPLETE O N SEWER LINE MATERIALS CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL#OR SPECIFICATIONS N/A U) ` 0 STORM DRAINAGE MATERIALS CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL#OR SPECIFICATIONS N/A cn o `o GEOTEXTILE FABRIC CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL#OR SPECIFICATIONS N/A C M= 05 PRECAST CONCRETE STRUCTURES CONTRACTOR MANUFACTURER'S SHOP DRAWINGS AND MATERIAL SPECIFICATIONS N/A �` PIPELINE BEDDING MATERIAL CONTRACTOR GRADATIONS, PROCTOR, LIQUID/PLASTIC LIMITS, P.I., 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE C W ON SITE UNCLASSIFIED EXCAVATION MATERIAL CONTRACTOR NONE 1 REPRESENTATIVE SAMPLE FOR EACH TYPE OF MATERIAL ENCOUNTERED Z W ROAD SUB-BASE CONTRACTOR GRADATIONS, PROCTOR, LIQUID/PLASTIC LIMITS, P.I. 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE (Q ` CRUSHED BASE COURSE CONTRACTOR GRADATIONS PROCTOR LI UID PLASTIC LIMITS P.I FRACTURED FACES WEAR. 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE W C 7 ASPHALT CONTRACTOR PROJECT MIX DESIGN FROM SUPPLIER SEE MATERIALS TESTING W 2 u) N EXTERIOR CONCRETE I CONTRACTOR PROJECT MIX DESIGN FROM SUPPLIER ISLE MATERIALS TESTING Z N 0 O >_ Z W la E Ln "m= ON-SITE MATERIALS TESTING FOR WORK WITHIN PUBLIC STREETS PRODUCT PARTY RESPONSIBLE TO OBTAIN TESTS TEST FREQUENCY TEST REQUIREMENT 8.STANDARD = E a TRENCH EXCAVATION, BACKFILL AND COMPACTION ENGINEER 1 TEST PER 50 LINEAR FEET OF TRENCH* 95% BY AASHTO 599 OR ASTM D698 PER MPWSS Q � N a w ROAD/PARKING SUBGRADE ENGINEER 1 TEST PER 50 LINEAR FEET ROAD 95% BY AASHTO T99 OR ASTM D698 PER MPWSS N r m SUB-BASE COURSE ENGINEER 1 TEST PER 50 LINEAR FEET ROAD 95% BY AASHTO T99 PER MPWSS CRUSHED BASE COURSE ENGINEER 1 TEST PER 50 LINEAR FEET ROAD 95% BY AASHTO T99 PER MPWSS r a a a a a a ASPHALT MIX VERIFICATION ENGINEER 1 FIELD MARSHAL PER 2000 TONS COMPLIANCE WITH MIX DESIGN ASPHALT IN-PLACE COMPACTION ENGINEER 1 TEST PER 50 LINEAR FEET ROAD** 93% BY ASTM D2041 PER MPWSS ASPHALT CORE SAMPLES ENGINEER 4 CORES PER 1000 TONS ON ROAD THICKNESS AND 93%BY ASTM D2041 PER MPWSS z `n zo z CONCRETE ENGINEER 1 TEST PER POUR MIN, OR 1 TEST PER 50 C.Y. TEMP. AIR, SLUMP, 4 CYLINDERS, PER MPWSS z o K ari o 0 H N N U *CONTRACTOR SHALL ESTABLISH A WATERING/COMPACTION PATTERN IN THE FIRST 50 FEET OF UTILITY TRENCH BACKFILL THIS PATTERN SHALL BE CONTINUED FOR EVERY LIFT. AFTER A PATTERN IS ESTABLISHED, QUALITY CONTROL j uzi p o TESTS SHALL BE TAKEN ON THE FINAL LIFT, OR THE SECOND TO FINAL LIFT PER THE TABLE ABOVE. Lj w m ¢ w m o pU w w **CONTRACTOR SHALL ESTABLISH A ROLLING PATTERN EARLY IN THE PAVEMENT PROCESS BY TAKING A TEST FOR EVERY PASS AND RECORDING THE PERCENT OF MAXIMUM DENSITY. AT A MINIMUM THAT PATTERN SHALL BE MAINTAINED w w N THROUGHOUT THE ENTIRE PROJECT. D cn U) M M N Q I T ^ N M <p N � N N N GENERAL CIVIL NOTES GENERAL UTILITY NOTES WATER/FIRE SERVICE NOTES 6 f N z 1) DIMENSIONS OF BUILDING AND ARCHITECTURAL 6) CONTRACTOR SHALL PROVIDE A (2) TWO-YEAR WARRANTY 1) THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN 1) ANY WET TAP TO EXISTING WATER MAINS SHALL BE MADE IMPROVEMENTS ARE SHOWN ON THE ARCHITECTURAL PLANS. TO THE CITY OF BOZEMAN FOR ALL PUBLIC INFRASTRUCTURE. PUBLIC WORKS DEPARTMENT A MINIMUM OF 48-HOURS PRIOR BY THE CITY OF BOZEMAN WATER DEPARTMENT. TAPPING TEES WARRANTY PERIOD BEGINS UPON ACCEPTANCE OF TO ANY WATER OR SEWER CONNECTIONS TO THE CITY SYSTEM. AND VALVES SHALL BE FURNISHED AND INSTALLED BY THE 2) CIVIL SITE IMPROVEMENTS SHALL BE CONSTRUCTED IN INFRASTRUCTURE BY THE CITY. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF CONTRACTOR AND THE WET TAP MADE BY THE CITY OF ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD BOZEMAN'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN WATER DEPARTMENT WITH THE COST PAID BY THE SPECIFICATIONS (MPWSS), 6th EDITION, AND CITY OF BOZEMAN 7) ALL OFF-SITE CONSTRUCTION SHALL BE CONDUCTED FROM BOZEMAN PERSONNEL ONLY. CONTRACTOR. THE CONTRACTOR SHALL EXCAVATE THE MODIFICATIONS TO MPWSS, 6TH EDITION, AND ANY ADDENDUMS. WITHIN EXISTING STREET EASEMENTS AND IN ACCORDANCE WITH EXISTING MAIN AT THE LOCATION TO BE TAPPED TO CONFIRM CITY OF BOZEMAN APPROVED PLANS.. 2) PIPE-LINE BEDDING TO BE TYPE 1 FROM 4" BELOW THE THE APPROPRIATE PIPE DIMENSIONS PRIOR TO ORDERING 3) THE LOCATION OF EXISTING WATER LINES, SEWERS, TANKS, PIPE TO 6" ABOVE THE PIPE. PIPE-LINE BACKFILL SHALL BE FITTINGS. THE TAPPING SLEEVE SHALL BE INSTALLED WITH THE CULVERTS AND OTHER UTILITIES AS SHOWN ARE APPROXIMATE. 8) CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO TYPE A BELOW STREET ROW, PARKING LOTS, AND SIDEWALKS. OUTLET SET ON THE HORIZONTAL PLANE. THE TAPPING SLEEVE Lo CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF THE CITY FOR THE TEMPORARY CLOSURE OF NORTH BLACK TYPE B BACKFILL MAY BE USED FOR STORM DRAINS OUTSIDE SHALL BE PRESSURE TESTED AND WITNESSED BY THE ENGINEER F o THESE FACILITIES AS NECESSARY TO MAKE CONNECTIONS TO FOR SEWER AND STORM WATER MAIN EXTENSIONS. THE OF ROADS AND PARKING LOTS. PRIOR TO TAPPING BY THE CITY. A CONCRETE THRUST BLOCK a OR TO EXCAVATE ADJACENT TO THESE FACILITIES. THE TRAFFIC CONTROL PLAN NEEDS TO PROVIDE ACCESS TO SHALL BE INSTALLED BEHIND THE TEE. Z ENGINEER MAY REQUIRE THE CONTRACTOR TO EXPOSE EXISTING NEIGHBORING BUSINESSES AND RESIDENCES. 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A WATER Q WATER AND SEWER LINES TO ESTABLISH THE EXACT LOCATION MAIN AND SEWER MAIN SEPARATION OF 10 FEET HORIZONTALLY 2) PROVIDE A MINIMUM OF 6.5' FEET OF COVER FOR ALL OF THESE UTILITIES. 10) A PRELIMINARY GEOTECHNICAL EVALUATION HAS BEEN EDGE TO EDGE AND 18 INCHES VERTICALLY AT CROSSINGS. WATER PIPE UNLESS SPECIFIED OTHERWISE. W CONDUCTED BY CASTLEROCK GEOTECHNICAL. COPIES OF THE THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF N 4) UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND REPORT ARE AVAILABLE UPON REQUEST. ADJACENT WATER OR SEWER MAINS TO CONFIRM SEPARATION 3) THRUST RESTRAINT AND PIPE BEDDING TO CONFORM WITH m _ ARE NOT TO BE CONSIDERED COMPLETE. THE CONTRACTOR HAS BEEN MET. PER MPWSS NO. 02660-2. SECTION 02221 OF MPWSS. ALL WATER VALVES TO BE SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR 11) CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT RESTRAINED. (n F. TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL DAMAGE TO EXISTING PAVEMENT. ANY DAMAGE TO EXISTING 4) ADJUST MANHOLE AND VALVE BOX COVERS PER MPWSS Z Lu W PROTECT ALL EXISTING UTILITY LINES DURING CONSTRUCTION. PAVEMENT OUTSIDE OF PROJECT LIMITS SHALL BE REPAIRED AT DRAWINGS NO. 02213-1 AND 02213-2. 4) CONTRACTOR SHALL INSTALL ADDITIONAL FITTINGS, Q Er ALL UTILITY LINES DAMAGED DURING CONSTRUCTION ACTIVITIES THE CONTRACTORS EXPENSE. SAWCUT ALL EXISTING PAVEMENT BLOWOFFS, VALVES, ETC. AS MAY BE NECESSARY TO r SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. OTHER EDGES AND TACK PRIOR TO PLACING NEW PAVEMENT. ADEQUATELY FLUSH, TEST, AND DISINFECT THE WATER LINES Q Z W ° UNDERGROUND UTILITIES MAY EXIST, THE CONTRACTOR SHALL AND FITTINGS. V (5 Q J HAVE ALL UTILITIES MARKED BY THE UTILITY COMPANY AND/OR ONE-CALL LOCATORS. CALL BEFORE YOU DIG. 5) WATER LINES SHALL BE DISINFECTED ACCORDING TO MPWSS LL U Z = 1-800-424-5555 02660 AND AWWA C651. V O 2 Z W Lu a 5) NOTIFY ENGINEER OF ANY DISCREPANCIES WITH THE PLANS 6) WATER LINES SHALL BE PRESSURE TESTED ACCORDING TO d m W z AND THE ENGINEER WILL PROVIDE A REPRESENTATIVE FOR MPWSS 02660 AND AWWA C600, TEST PRESSURE TO BE 200 ( Q W FIELD VERIFICATION. THE ENGINEER CAN BE REACHED AT: psi. J LU W J_ STABLY ENGINEERING & ASSOCIATES INC. 7) CONTRACTOR TO COMPLETE APPLICATIONS FOR CITY WATER F 2 W 7585 SHEDHORN DRIVE SERVICE PRIOR TO CONSTRUCTION. (� 2 2 N BOZEMAN, MT. 59718 PHONE (406) 522-9526 8) FIRE SERVICE LINE TO BE TESTED AND FLUSHED IN FAX (406) 522-9528 ACCORDANCE WITH NFPA 24. TEST PRESSURE TO BE 200 psi, AND FLUSHING FLOW TO BE 10 FT/SEC (900 GPM). DESIGNED CDP DRAWN BAR 9) CONTRACTOR TO PROVIDE A COMPLETED "CONTRACTORS CORDELL D.•. CHECKED CDP MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING" POOL TO THE CITY ENGINEERING DEPARTMENT. 0.11645PE DATE S`rZONA4 E� SHEET RECORD DRAWING C 0'� 8s��J'0c STAHLY 9'Cf�CINT�S� N Q U E Ty) a O N ^a o o y N 0 0 A(DA� 0 cr1°,I Frome and Go—to be either D&L A-1172 ring with A-1178 cover, GREEN STEEL POST Q W N a EJIW 3771/3772 Seri s,or vpp—d equal. AT END OF SERVICE C r7" Cow,sholl have two 1`pick holes. V) _ L "�V PROPERTY C O NOTE:All t between manhole sections,m nhole & LINE OR W Adjustoble rings, joins nng EASEMENT NOTE:WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT 2`,r n.,12"m loop aeciion,and around sewer pipe mio manhole shall be LINE W THE PAVEMENT SHALL BE CUT ALONG A NEAT VI RTCAL tertight.Jointing aterivl aholl be`Rom—Nek"or equal 5 1/( BOULEVARD UNE A MINIMUM OF 12-(30am)FROM THE EDGE OF THE TRENCH � • for all joinW exceplmbetween cower pipe and manhole wall. (TYP) 4, ` OPENING. WHERE NEAT LINE IS LESS THAN 3'(O.Sm)FROM EDGE W C OF E%ISNNG PAVEMENT OR CURB AND GUTTER SECTON, 2-0" REMOVE AND REPLACE ENTRE PAVEMENT SECTION BETWEEN 5" STREET SURFACE 5'SIDEWALK GROUND SURFACE W O(n TRENCH AND EDGE OF PAVEMENT 5` (TYP J 4-0" Precast r.irf...d concrete manhole riser Z "N ca Ord ..Me,. D top moms(cturad' 4. N Mahole steps of ac ordanca ith ASTM tlas gnvtlon C-478 _ d EMSTING STREET SURFACE 16"centers (TMP� COMPACTED BACKFILL 2.5 R _N '> `D O VERTICAL TRENCH WALLS MTTN �./ SHCR NG TO CONFORN TO OSHA '•I ( ) O 0 u] REGUUTONa• (F SEE SPECS. k—tY(30 em)MIN. { Grou[invertet,NePnn9l ne 11.5' E � /��"' C N �B a Dlra d to bet,I- (TYP.) (TYPICAL EXCEPT IN SPECIAL W I.V N GRADE OR GROUND Pipe cnd channel w_ CIRCUMSTANCES WHERE CITY HAS SURFACE APPROVED ALTERNATE LOCATIONS) a m U ^m M ae-°aM iio.Fo: J � c v a J INSTALL DETECTABLE EUGPINO BENCHING OR Vafable S t _ - 2"X 2" iQ DO N D- W WARNING TAPE 16"(43em) SUPPORT SYSTEMS IN THIS g i�+ :>' i WOOD �O BACKSLOPE AG SPECIFlW MA%.DEPTH AREA TO CONFORM TO 4" SERVICE LINE.SLOPE=1 MARKER O.S.H.A.REGULATONS• e 8 SheN ebpe 1`pe I / TO CONFORM TO O.E.H.A. (OPTq`AQ £$B µ.-channel.See 45' ELBOW--,,., PER FOOT MIN.,1/2"PER FOOT V/ e deta'I REGULATONS• rE" °" Flexible gasketed jo'nt¢(lyp colMAX. for precast base¢ ae tletail) p SEWER MAIN m 0 0 0 U U U TYPE"A•:B'.OR•C' 6"(t6cmj \/f ChOn d of p p TRENCH mcX,Fl / `\\\ 0 / A., Precast or poured—in—place base. IN LINE WYE FITTING FOR `PLUG z Q Z Z �4 bars—V-0" Poured—in—place base,mnimu z O O Q / SELECT TYPE I BEDDING C c concrete thickness below pipe I. NEW INSTALLATIONS. a0 peQo°. MATERUL PtA4ED 5'-4"die. 8 inches.Precast base,minimu SADDLE FITTINGS ALLOWED O a m w IN 6'(t6cm)LAYERS& (min.) thickness is 6 inches.All baaesm FOR EXISTING INSTALLATIONS m TYPE I PIPE BEDDING O m/ / CONPACTED AS SPECIFIED reinforced as shown. ONLY UPON APPROVAL OF j U rn o PLACED IN 6-(t6Ma)MAX. alb `°,O8° 02 IN SECTON 02221. CITY OF BOZEMAN SEWER I'I W m ,, O LAYERS AND COMPACTED a"(1Ocm) 000„ DEPARTMENT. 0 O U THDROUGHLY. R Jr a \/ h.l. iRF1KH WOTb0.0.or PRE PLUS 2'(6Dm) ` Slaw of 1"Mr 1 U] / N.TRENCH W1DT1=3.6'U.tm) / Channel to+MIT SERVICE INVERT NO TYPE 2 PIPE BEDDING / / ipe depth LOWER THAN SPRING WHERE REQUIRED FOR ,. \ NOTE:Storm tlroin monholes hall LINE OF SEWER MAIN H N SOFT OR UNSTABLE - /' \, Y not have formed channels and the FOR WYE FITTINGS. O N IT Fd1NDATCN Dia.Pr lowest pipe invert shall be 9"higher N NOTE:SEE CDJTRACT SPEdAL PRDNSIONS idH ANY r ••••.'. than bottom of manhole. MOD'l"GIS TO STANDARD TRENCH MATERIALS PIP. f•. '.;�' L AND/OR OTHER TRENCH DESIGN FEATURES Z N M •SEE-A.CONSTRUCTON STANDARDS SECTION A—A FOR E%CAVATCNS. RENSED:10/26/02 CITY OF BILLINGS BALL' TYPICAL UTILITY TRENCH DETAILS srANDARO DRAN1Nc CITY OF BOZEMAN SCALE: SANITARY SEWER AND N0. 02720-3 CITY OF BOZEMAN SCALE: SANITARY SEWER STANDARD SPECIFICATIONS NONE NO.02221-1 STANDARD DRAWING NO STORM DRAIN MANHOLE DEC. 2003 NONE SERVICE LINE N DEC.02730-2 Rev. Mar 2006 STANDARD DRAWING E n 3 LO NOTES NOTES NOTES 1. SEWER TRENCH TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN 1. STORM AND SANITARY SEWER MANHOLES TO BE CONSTRUCTED 1. SEWER SERVICE TO BE CONSTRUCTED IN COMPLIANCE WITH MODIFICATIONS TO MPWSS,SECTION 02221,EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. IN COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN MODIFICATIONS MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS,SECTION J Z TO MPWSS,SECTION 02720 AND 02730,EXCEPT WHERE SPECIFIED 02730, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. Q 2. TYPE 1 PIPE BEDDING SHALL EXTEND FROM 4"BELOW THE PIPE TO 6"ABOVE THE PIPE. ON THIS DETAIL DRAWING. Q a 2. SEE PLAN AND PROFILE DRAWINGS FOR SERVICE LOCATIONS, W N 3. DETECTABLE WARNING TAPE IS REQUIRED, 2. SEE PLAN AND PROFILE SHEETS FOR MANHOLE GRADES AND SIZE AND GRADES. L!J INVERT ELEVATIONS. Q N 3. SEWER SERVICES TO BE SDP 26 PVC PIPE. m 4. SUBGRADE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO 3.. SANITARY MANHOLES SHALL BE WATER TESTED OR VACUUM a' MPWSS,SECTION 02230,EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. SUBGRADE MAY CONTAIN UP TESTED AFTER BACKFILL. 4. SEWER SERVICES SHALL BE CAPPED AND TESTED PRIOR TOLu TO 50%4"MINUS PULVERIZED ASPHALT AND CONCRETE W/O REBAR. CONNECTION TO BUILDINGS. > W . : 5. 5 SEWER SERVICE MAY BE REQUIRED TO BE PLACED AT 3 00 IF SUBGRADE MATERIAL CANNOT MEET COMPACTION OR MOISTURE REQUIREMENTS DUE TO TIMING OF O'CLOCK DIRECTION TO GET CLEARANCE BELOW EXISTING W Ir CONSTRUCTION. CONTRACTOR TO INCREASE SUB—BASE SECTION AND ADD STABILATION GEOTECH FABRIC 0 Q H AS REQUIRED BY CURRENT SUBGRADE CONDITIONS. WATERMAIN. Z N i 6. SUB—BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN F J MODIFICATIONS TO MPWSS, SECTION 02234,EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. UP TO 6" Y Z Q j MINUS MATERIAL IS ALLOWED. SUB—BASE COURSE MAY CONTAIN UP TO 25%4"MINUS PULVERIZED Q L) O 2 ASPHALT AND CONCRETE W/O REBAR. Q m Z E Z J W 7. CRUSHED BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN Q m N Z MODIFICATIONS TO MPWSS, SECTION 02235,EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. p, Q W 8. BITUMINOUS PLANT MIX SURFACING TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF J ED W BOZEMAN MOD, J FICATIONS TO MPWSS,SECTION 02510,EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. W H m W o V 2 2 N y' DESIGNED CDP CORDELLD,'. DRAWN CDP POOL CDP NO.11645PE DATE #### .n�.C/DENSE.•Cj�. S`r/eNA4 E� SHEET RECORD DRAWING C 3A I EXIST. SEWER MANHOLE I ^"Mf jy RIM=04800.21 I I I W V EST C INV IN 10" " (E) "_-,1792. 44793. � STAH LY I INV OUT 10" (E)= "„�2-04 4793.72 I I NEW INV IN 8" (S)-4792.91 4792.99 W 0 1 o zo �9'rf�ctaT�S`.�t, I I LU PRIOR TO STARTING WORK I 0 I W CONTRACTOR TO EXPOSE EXISTING w SCALE IN FEET N 2 I WATERMAIN FOR ENGINEER TO VERIFY I I ELEVATION. w H o�m U7 _ I NEW SAN SEWER MANHOLE Q -a) J STA 2+29.8 / LU O f+ c Lc) v a o a OS� IN o C L CD Co 00ft-00f1--- C CD � � aw n � �� oon _s„So �D 3 SVO vo sv� sve svo S wo vo Svc svo------ ._ N 0 0 �15"SD 77+UO"SD 15' 15"SD 15'SD 1 'SD ` 8�s�� „ 2+�0 — NORTH BLACK AVENUE 3+00/ 3+ o C O 8' _ _ 3 8 RECORD ROW WIDTH 58 SQ LL Z W �W W o W W W W W N � W W W ... W GS OS� w In L- o o o so ® w Z U)ca V 0 Z O rn I o w a o� i / J U) o a s IDO N a m NEW 8" PVC SDR 35 ASTM D3034 SEWER SERVICE ss 3 29LF INV "�-r^-gr 4797.60 > 0 0 0 m U U U }w / 3 LLIS< IL' 10 z /IJ 1 II� / IY O O �' U) Do w o U D rn W w m 0 rn w N O m Z ❑ O O X O U > U) �> w ONE rj w W J to Z�X O Z m � w = w^ - w> v v N 3 N Z 0 D_F Z N J O N M �I+ �I+ �� > Z Jo 3Qwo0- 4805 Z �� O? z w=z z> zv~i��zz 4805 >> w � c�� w� zZ z ��� pfn XISTING GRADE ® o a \ z ENTERLINE a I----_- W ILL F- ol� _ O o I Ixo in w`n d Q a _ 0 w Z 4800- - ---1 4800 m Z Q � J W aN W U LL Q h W z o WER Q J J NEW U p = ' ER OJ W NE W CC m W E Q Q Q W - 4795 N 4795 ~ W Q O O W N 224LF PVC _ = w >0 �"1 aiia, - CDP Fv� w yS.y::•. DESIGNED N w N DRAWN BAR j a woo Z C RDELLD. CHECKED CDP POOL �,No"11645IREW DATE ####d. 4790 a S NA4 EC 90 SHEET UI OJNtn3 C 3.1 0+00 1+00 2+00 3+00 RECORD DRAWING CONSTRUCTION PLANS FOR: sf'��yc STAH LY HOTEL BLOCK G �9`�f§CIR750 %` NORTH BLACK AVENUEco N® BOZEMAN , MONTANA � ��� co (D STORM SEWER MAIN EXTENSION o�` w a � ��a 06CO —omatan Rd 1_ _ z w 4) �Duraeon Rd'�___ Dur&on Rd Drs Rd ; m DimiR g Z Z c I ` ms C n � 4 a 0 3 BUZ D w vdara sl n n o Hawthorne,3 W 0) SHEET INDEX _ �' WBeYSYz<_ = a Elementary r W W Geacatle Se �- 2 $cMd � Z /co.6 I - y W MendeMWl S, W >GO TITLE SHEET T 1.0 I ° I� ,I i w main st ,9, 9, wM.I 9, E .lost EMadfn �f O o��� W Bab[o[k 3[ I--�r Ewa°bcack sr 191 W B—k 9t rn W Ba P,Kk St E Babc SI ` L m N CIVIL SPECIFICATIONS C 0.1 I i_I -' g EOIrveSt Rb Lbrary W a L � CIVIL STORM SEWER DETAILS C 4.0 m i D 1 I 191 a w k Bogen Pnol A � -6� Fallon St -, P W Kach St W KO[a St ¢g D W KdCli St a 2 �. STORM SEWER PLAN AND PROFILE C 4.1 I m PROJECT = a = 2 Ridge �' g a wackersen Ste Soflhaa ComPle. ° Whlede C,un� Fallon n B Pa d o '� 3 H 's _ LOCATION a 00 T a I U, m LL ne kn- D HURne Ln-Huthn.Ln t9t LI.$�t$7._� 151 w College$t m vv Cmleg, t 3 $authside K co ark 1� �m 1 y P fi P 3 BOZe—n I DaaCarletS Y' 0 0 0 Has m U U U ---i W Garfield St P W Garfield St I m _ Montana Stale € 3 p z ¢ z z UnivesitBomnLEGEND g m %W^ o Hm,yD U, w o--- Of °o EXISTING PROPOSED rs ILL 0 _ D. I , a � GE n wOO Om o SUBJECT PROPERTY LINE -WK. - o E Bobcat the RKIkes�ADJACENT PROPERTY LINE stadum ZI I 1 m n CONTROL POINT A BENCHMARK 11I1L1(y Rd Stucky Rd -SPire GkmMg.A. Stucky Rd y �k (-------Kagy Rd- Q N I Center WATER LINE W w aa}} CL I 0 CURB STOP Techndtlgies p >► W WATER VALVE $OIIIh Park 0 z N M W ValleyYleW FIRE HYDRANT Golf Cluk� � � H f � � � o- Star rning&ho Graft Parkl SANITARY SEWER LINE SS $ SSi SANITARY SEWER MANHOLE O ' W Grad S[ GieltlAorc Orr SANITARY SEWER CLEANOUT p ^' I--U "'• S N STORM DRAIN SD— —15"SD g a 40 It t2 STORM DRAINAGE MANHOLE O O Alrawarth Or STORM CURB INLET 117 H STORM CATCH BASIN IN PROJECT LOCATION CONCRETE CURB AND GUTTER Z BUILDING r,,, Y,,,d SCALE: NONE CONTOURS(,FT.INTERVALS) W BOLLARD o U ABBREVIATIONS N OVERHEAD ELECTRIC otF m Ix UNDERGROUND ELECTRIC urc AD ALGEBRAIC DIFFERENCE F BVCE BEGINNING OF VERTICAL CURVE ELEVATIOK W W POWER POLE �Q, BVCS BEGINNING OF VERTICAL CURVE STATION cr ELECTRIC PULL BOX ( _________CENTERLINE Q H ELECTRIC PEDESTAL/BOX CO CLEANOUT Z U DIA________DIAMETER Ur Q J ELECTRIC TRANSFORMER EVCE_______END OF VERTICAL CURVE ELEVATION Y F- Q LAMP POST W U O = EVCS_ _ - _END OF VERTICAL CURVE STATION LIGHT STANDARD Ou EX________EXISTING W O Z FT________FEET = W ° ELECTRIC SERMCE/METER ( K_ — — — _RATE OF CHANGE m N Z o L_________LENGTH Q W GUY WIRE HDPE HIGH—DENSITY POLYETHYLENE UNDERGROUND COMMUNICATION UGC MAX_______MAX MUM J W W a OVERHEAD COMMUNICATION OHC MH________MANHOLE F 2 W COMMUNICATION PEDESTAL © MIN MINIMUM O O PC_ — — — POINT OF CURVATURE COMMUNICATION MANHOLE © PCC_ — — _POINT OF COMPOUND CURVE NATURAL cos LINE G PRCPOINT OF REVERSE CURVE VERIFY SCALEPT POINT OF TANGENT , NATURAL GAS VALVE PVC POLYVINL CHLORIDE FOR REDUCED PRINTS C���!iy DESIGNED CDR DRAWN BAR slcN PVI________POINT OF VERTICAL INTERSECTION O :CO.1 ELL D.'. CDP SPOT ELEVATIONS SCH_______SCHEDULE - PO CHECKED X aeoo.00 S---------SANITARY j; "PE DATE 9/17/2015 CHAINLINK FENCE STA_______STATION O•�'/(a�/S•j WOOD FENCE �� TYP_______TYPICAL THIS LINE IS ONE T�•<Xc Sti•' INCH LONG IN THE S 8N YC> z VC________VERTICAL CURVE ORIGINAL DRAWING -r�01VAl Br SHEET W WATER �J RECORD DRAWING T1.0 Ef STAHLY 10 N MATERIALS SUBMITTALS REQUIRED W H o�a Q PRODUCT PARTY RESPONSIBLE FOR SUBMITTAL REQUIRED SUBMITTALS PRIOR TO MOBILIZATION REQUIRED SUBMITTALS DURING CONSTRUCTION V a WATER LINE MATERIALS CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL#OR SPECIFICATIONS BACTERIAL TEST RESULTS AFTER INSTALLATION COMPLETE O N SEWER LINE MATERIALS CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL#OR SPECIFICATIONS N/A U) ` 0 STORM DRAINAGE MATERIALS CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL#OR SPECIFICATIONS N/A cn o `o GEOTEXTILE FABRIC CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL#OR SPECIFICATIONS N/A C M= 05 PRECAST CONCRETE STRUCTURES CONTRACTOR MANUFACTURER'S SHOP DRAWINGS AND MATERIAL SPECIFICATIONS N/A �` PIPELINE BEDDING MATERIAL CONTRACTOR GRADATIONS, PROCTOR, LIQUID/PLASTIC LIMITS, P.I., 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE C W ON SITE UNCLASSIFIED EXCAVATION MATERIAL CONTRACTOR NONE 1 REPRESENTATIVE SAMPLE FOR EACH TYPE OF MATERIAL ENCOUNTERED Z W ROAD SUB-BASE CONTRACTOR GRADATIONS, PROCTOR, LIQUID/PLASTIC LIMITS, P.I. 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE (Q ` CRUSHED BASE COURSE CONTRACTOR GRADATIONS PROCTOR LI UID PLASTIC LIMITS P.I FRACTURED FACES WEAR. 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE W C 7 ASPHALT CONTRACTOR PROJECT MIX DESIGN FROM SUPPLIER SEE MATERIALS TESTING W 2 u) N EXTERIOR CONCRETE I CONTRACTOR PROJECT MIX DESIGN FROM SUPPLIER ISLE MATERIALS TESTING Z N 0 O >_ Z W la E Ln "m= ON-SITE MATERIALS TESTING FOR WORK WITHIN PUBLIC STREETS PRODUCT PARTY RESPONSIBLE TO OBTAIN TESTS TEST FREQUENCY TEST REQUIREMENT 8.STANDARD = E a TRENCH EXCAVATION, BACKFILL AND COMPACTION ENGINEER 1 TEST PER 50 LINEAR FEET OF TRENCH* 95% BY AASHTO 599 OR ASTM D698 PER MPWSS Q � N a w ROAD/PARKING SUBGRADE ENGINEER 1 TEST PER 50 LINEAR FEET ROAD 95% BY AASHTO T99 OR ASTM D698 PER MPWSS N r m SUB-BASE COURSE ENGINEER 1 TEST PER 50 LINEAR FEET ROAD 95% BY AASHTO T99 PER MPWSS CRUSHED BASE COURSE ENGINEER 1 TEST PER 50 LINEAR FEET ROAD 95% BY AASHTO T99 PER MPWSS r a a a a a a ASPHALT MIX VERIFICATION ENGINEER 1 FIELD MARSHAL PER 2000 TONS COMPLIANCE WITH MIX DESIGN ASPHALT IN-PLACE COMPACTION ENGINEER 1 TEST PER 50 LINEAR FEET ROAD** 93% BY ASTM D2041 PER MPWSS ASPHALT CORE SAMPLES ENGINEER 4 CORES PER 1000 TONS ON ROAD THICKNESS AND 93%BY ASTM D2041 PER MPWSS z `n zo z CONCRETE ENGINEER 1 TEST PER POUR MIN, OR 1 TEST PER 50 C.Y. TEMP. AIR, SLUMP, 4 CYLINDERS, PER MPWSS z o K ari o 0 H N N U *CONTRACTOR SHALL ESTABLISH A WATERING/COMPACTION PATTERN IN THE FIRST 50 FEET OF UTILITY TRENCH BACKFILL THIS PATTERN SHALL BE CONTINUED FOR EVERY LIFT. AFTER A PATTERN IS ESTABLISHED, QUALITY CONTROL j uzi p o TESTS SHALL BE TAKEN ON THE FINAL LIFT, OR THE SECOND TO FINAL LIFT PER THE TABLE ABOVE. Lj w m ¢ w m o pU w w **CONTRACTOR SHALL ESTABLISH A ROLLING PATTERN EARLY IN THE PAVEMENT PROCESS BY TAKING A TEST FOR EVERY PASS AND RECORDING THE PERCENT OF MAXIMUM DENSITY. AT A MINIMUM THAT PATTERN SHALL BE MAINTAINED w w N THROUGHOUT THE ENTIRE PROJECT. D cn U) M M N Q I T ^ N M <p N � N N N GENERAL CIVIL NOTES GENERAL UTILITY NOTES WATER/FIRE SERVICE NOTES 6 f N z 1) DIMENSIONS OF BUILDING AND ARCHITECTURAL 6) CONTRACTOR SHALL PROVIDE A (2) TWO-YEAR WARRANTY 1) THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN 1) ANY WET TAP TO EXISTING WATER MAINS SHALL BE MADE IMPROVEMENTS ARE SHOWN ON THE ARCHITECTURAL PLANS. TO THE CITY OF BOZEMAN FOR ALL PUBLIC INFRASTRUCTURE. PUBLIC WORKS DEPARTMENT A MINIMUM OF 48-HOURS PRIOR BY THE CITY OF BOZEMAN WATER DEPARTMENT. TAPPING TEES WARRANTY PERIOD BEGINS UPON ACCEPTANCE OF TO ANY WATER OR SEWER CONNECTIONS TO THE CITY SYSTEM. AND VALVES SHALL BE FURNISHED AND INSTALLED BY THE 2) CIVIL SITE IMPROVEMENTS SHALL BE CONSTRUCTED IN INFRASTRUCTURE BY THE CITY. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF CONTRACTOR AND THE WET TAP MADE BY THE CITY OF ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD BOZEMAN'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN WATER DEPARTMENT WITH THE COST PAID BY THE SPECIFICATIONS (MPWSS), 6th EDITION, AND CITY OF BOZEMAN 7) ALL OFF-SITE CONSTRUCTION SHALL BE CONDUCTED FROM BOZEMAN PERSONNEL ONLY. CONTRACTOR. THE CONTRACTOR SHALL EXCAVATE THE MODIFICATIONS TO MPWSS, 6TH EDITION, AND ANY ADDENDUMS. WITHIN EXISTING STREET EASEMENTS AND IN ACCORDANCE WITH EXISTING MAIN AT THE LOCATION TO BE TAPPED TO CONFIRM CITY OF BOZEMAN APPROVED PLANS.. 2) PIPE-LINE BEDDING TO BE TYPE 1 FROM 4" BELOW THE THE APPROPRIATE PIPE DIMENSIONS PRIOR TO ORDERING 3) THE LOCATION OF EXISTING WATER LINES, SEWERS, TANKS, PIPE TO 6" ABOVE THE PIPE. PIPE-LINE BACKFILL SHALL BE FITTINGS. THE TAPPING SLEEVE SHALL BE INSTALLED WITH THE CULVERTS AND OTHER UTILITIES AS SHOWN ARE APPROXIMATE. 8) CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO TYPE A BELOW STREET ROW, PARKING LOTS, AND SIDEWALKS. OUTLET SET ON THE HORIZONTAL PLANE. THE TAPPING SLEEVE Lo CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF THE CITY FOR THE TEMPORARY CLOSURE OF NORTH BLACK TYPE B BACKFILL MAY BE USED FOR STORM DRAINS OUTSIDE SHALL BE PRESSURE TESTED AND WITNESSED BY THE ENGINEER F o THESE FACILITIES AS NECESSARY TO MAKE CONNECTIONS TO FOR SEWER AND STORM WATER MAIN EXTENSIONS. THE OF ROADS AND PARKING LOTS. PRIOR TO TAPPING BY THE CITY. A CONCRETE THRUST BLOCK a OR TO EXCAVATE ADJACENT TO THESE FACILITIES. THE TRAFFIC CONTROL PLAN NEEDS TO PROVIDE ACCESS TO SHALL BE INSTALLED BEHIND THE TEE. Z ENGINEER MAY REQUIRE THE CONTRACTOR TO EXPOSE EXISTING NEIGHBORING BUSINESSES AND RESIDENCES. 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A WATER Q WATER AND SEWER LINES TO ESTABLISH THE EXACT LOCATION MAIN AND SEWER MAIN SEPARATION OF 10 FEET HORIZONTALLY 2) PROVIDE A MINIMUM OF 6.5' FEET OF COVER FOR ALL OF THESE UTILITIES. 10) A PRELIMINARY GEOTECHNICAL EVALUATION HAS BEEN EDGE TO EDGE AND 18 INCHES VERTICALLY AT CROSSINGS. WATER PIPE UNLESS SPECIFIED OTHERWISE. W CONDUCTED BY CASTLEROCK GEOTECHNICAL. COPIES OF THE THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF N 4) UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND REPORT ARE AVAILABLE UPON REQUEST. ADJACENT WATER OR SEWER MAINS TO CONFIRM SEPARATION 3) THRUST RESTRAINT AND PIPE BEDDING TO CONFORM WITH m _ ARE NOT TO BE CONSIDERED COMPLETE. THE CONTRACTOR HAS BEEN MET. PER MPWSS NO. 02660-2. SECTION 02221 OF MPWSS. ALL WATER VALVES TO BE SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR 11) CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT RESTRAINED. (n F. TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL DAMAGE TO EXISTING PAVEMENT. ANY DAMAGE TO EXISTING 4) ADJUST MANHOLE AND VALVE BOX COVERS PER MPWSS Z Lu W PROTECT ALL EXISTING UTILITY LINES DURING CONSTRUCTION. PAVEMENT OUTSIDE OF PROJECT LIMITS SHALL BE REPAIRED AT DRAWINGS NO. 02213-1 AND 02213-2. 4) CONTRACTOR SHALL INSTALL ADDITIONAL FITTINGS, Q Er ALL UTILITY LINES DAMAGED DURING CONSTRUCTION ACTIVITIES THE CONTRACTORS EXPENSE. SAWCUT ALL EXISTING PAVEMENT BLOWOFFS, VALVES, ETC. AS MAY BE NECESSARY TO r SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. OTHER EDGES AND TACK PRIOR TO PLACING NEW PAVEMENT. ADEQUATELY FLUSH, TEST, AND DISINFECT THE WATER LINES Q Z W ° UNDERGROUND UTILITIES MAY EXIST, THE CONTRACTOR SHALL AND FITTINGS. V (5 Q J HAVE ALL UTILITIES MARKED BY THE UTILITY COMPANY AND/OR ONE-CALL LOCATORS. CALL BEFORE YOU DIG. 5) WATER LINES SHALL BE DISINFECTED ACCORDING TO MPWSS LL U Z = 1-800-424-5555 02660 AND AWWA C651. V O 2 Z W Lu a 5) NOTIFY ENGINEER OF ANY DISCREPANCIES WITH THE PLANS 6) WATER LINES SHALL BE PRESSURE TESTED ACCORDING TO d m W z AND THE ENGINEER WILL PROVIDE A REPRESENTATIVE FOR MPWSS 02660 AND AWWA C600, TEST PRESSURE TO BE 200 ( Q W FIELD VERIFICATION. THE ENGINEER CAN BE REACHED AT: psi. J LU W J_ STABLY ENGINEERING & ASSOCIATES INC. 7) CONTRACTOR TO COMPLETE APPLICATIONS FOR CITY WATER F 2 W 7585 SHEDHORN DRIVE SERVICE PRIOR TO CONSTRUCTION. (� 2 2 N BOZEMAN, MT. 59718 PHONE (406) 522-9526 8) FIRE SERVICE LINE TO BE TESTED AND FLUSHED IN FAX (406) 522-9528 ACCORDANCE WITH NFPA 24. TEST PRESSURE TO BE 200 psi, AND FLUSHING FLOW TO BE 10 FT/SEC (900 GPM). DESIGNED CDP DRAWN BAR 9) CONTRACTOR TO PROVIDE A COMPLETED "CONTRACTORS CORDELL D.•. CHECKED CDP MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING" POOL TO THE CITY ENGINEERING DEPARTMENT. 0.11645PE DATE S`rZONA4 E� SHEET RECORD DRAWING C 0'� 8:��J,0e STAHLY 9'Cf�CINT�S� N Q From.and co ar to be either Dd:L A-1172 ring wRh A-1178 EJIW 3771/3772 series,or approved equal. .�.: < 2 r7" Covers shall have twot'pick hole'. O N C m L N o N U w C o I Adjustable rings. NOTE:All joints between manhole sections.manhole ring& Q 0 C a NOTE:KHERE TRENCH PASSES THROUGH EXISTING PAVEMENT 2"m 12"m µcap aeclion,and a .hd s... er pipe into manhole shall os THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL tertight.Jointing r0 atari0l wahall be'Rom—Nek'or equal for all joints exceplmbet—sewer pipe and manhole wall. .�E ,A IINE IN MINIMUM OF 12'(30cm)FROM THE EDGE p THE TRENCH K/ N OPENING. WHERE NEAT LINE Is LESS THAN T E"ON.FROM EDGE •^ 0 L. OF E%IB11NG PAVEMENT OR E AND GUTTER SECTION, 2—D f A� REMOVE AND REPLACE ENTRE PAVEMENT SECTION BETWEEN 5" TRENCH AND EDGE OF PAVEMENT. W 4._D. Z W Precast rtri.reinforced concrete manhole riser _ and accord—, Co top manation C—' ' Mahole step.at• ac ardent' kh ASTM designation C-478. L EXISTNG SIRE ET SIIRFALE ZINICAL TRENCH WALLS M11H 76 centers W C SHCRING TO CONFORM TO O.S.H.A Q//\ REGULAIIONS• W V) k-1Y(SO em)MINI Or-=d to e=r gr. N °1 Pce ii gap beWeen J �/��[ SUBGRACE OR GROUND Pip and channel M Z N W SURFACE grwter than t/B'. AP` N M / Pre-caM iiowFo. V/WH DO \ Z 0 � On W a El INSTALL DETECTABLE SLOPING.BENCHING OR Variable RNNG TAPE IB"(65an) SOPPORT SYSTEMS IN 1H15 O BACxSLOPE AS SPECIFIED MAX DEPTH AREA 10 CONFORM TO $ aA�� 1'per ITO CONFORM TO O.S.H.A. (OPTdJAL) O.S.H.A.REW LATONSr E$ nel.Bee REGULATIONS. rvail. Flexible gasketed joint6(typical T V) 0 for precast bases— ee detail) 2 EEDo piper-mTYPE-A`.B',oR'C' 6(15wn) fu�/)�TRENCH BAGXFlLL ,:....•..... .... V/ Precast or pouredase,place base. / L � ban—1�-0'c—c Poured—in—place boas,mnim loss. r LL a a SELECT TYPE 1 BEDDING concrete thickness below'pipe Is ❑] IO O IO �o°C �O=0 MATERIAL PLACED 6—4"dio. 8 inches.Pfecost base,minimumU U U epQO IN 6'(15cm)LAYERS k (min.) thickness 1.6 inches.All bose. TYPE I PIPE BEDDING °°°O' /� COMP DIED AS SPECIFIED fBiafametl as show.. PLACED IN 6'(15wn)MAX, c o�j0 oQ IN SEcT.N o2221. CJ LAYERS AND COMPACTED 4(locm) °a8o 00°° In Z Q Z Z THOROUGHLY. u° °° , Ted^nOa z O O Q ? w Q 1RBNN WO1H•0.0.Of PRE PLUS 2'(Mkm) / / slaw et 1'per f / MIN.1W"W1D1N=S.S'(1.tm) Channel to full U N p TYPE 2 PIPE BEDDING ipe dep1A Lj Lj WHERE REQUIRED FOR V \ NOTE:Storm dr0in manholes shall m m O SOFT OR UNSTABLE \. not have formed channels and the O O W FWNOAHON Die.of lowest pipe invert shall be 9"higher i U U NOTE:SEE CONTRACT SPECIAL PROWSIIXIS FOR ANY NDe ! th-bottom of manhole. MOGRUGATOHS TO STANDARD TRENCH MATERIALS AND/oR OTHER TRENCH DESIGN FEATURES (n (n SEE O.S.H.A.CONSTRUCTION STANDARDS SECTION A—A o N jT 'FOR EXCAVATIONS. REVISED:10/25/a2 CITY OF BILLINGS SCALE n STANDARD SPECIFICATIONSNONE TYPICAL UTILITY TRENCH DETAILS NO.02221-1 CITY OF BOZEMAN SCALE: SANITARY SEWER AND NO. 02720-3 STANDARD DRAWING NONE STORM DRAIN MANHOLE DEC. 2003 Rev. Mar 2006 NOTES NOTES 1. SEWER TRENCH TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF B07EMAN 1. STORM AND SANITARY SEWER MANHOLES TO BE CONSTRUCTED N MODIFICATIONS TO MPWSS,SECTION 02221,EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. IN COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS,SECTION 02720 AND 02730,EXCEPT WHERE SPECIFIED 2. TYPE 1 PIPE BEDDING SHALL EXTEND FROM 4"BELOW THE PIPE TO 6"ABOVE THE PIPE. ON THIS DETAIL DRAWING. LO W v 2. SEE PLAN AND PROFILE SHEETS FOR MANHOLE GRADES AND F 3. DETECTABLE WARNING TAPE IS REQUIRED. INVERT ELEVATIONS. 0 4. SUBGRADE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO 3.. SANITARY MANHOLES SHALL BE WATER TESTED OR VACUUM Z MPWSS, SECTION 02230,EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. SUBGRADE MAY CONTAIN UP TESTED AFTER BACKFILL. (n Q TO 50%4"MINUS PULVERIZED ASPHALT AND CONCRETE W/O REBAR. J o 111 5. IF SUBGRADE MATERIAL CANNOT MEET COMPACTION OR MOISTURE REQUIREMENTS DUE TO TIMING OF Q N CONSTRUCTION. CONTRACTOR TO INCREASE SUB-BASE SECTION AND ADD STABILATION GEOTECH FABRIC O AS REQUIRED BY CURRENT SUBGRADE CONDITIONS. w In 6. SUB—BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN W MODIFICATIONS TO MPWSS,SECTION 02234,EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. UP TO 6" a' w Lu MINUS MATERIAL IS ALLOWED. SUB—BASE COURSE MAY CONTAIN UP TO 25%4"MINUS PULVERIZED W ASPHALT AND CONCRETE W/O REBAR. 7. CRUSHED BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN W Z J MODIFICATIONS TO MPWSS,SECTION 02235,EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. H 6. BITUMINOUS PLANT MIX SURFACING TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF Y Z Q BOZEMAN MODIFICATIONS TO MPWSS,SECTION 02510,EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. O O Z E m N Z Cl) @J ¢ W J J W > H M W o V 2 2 N y' DESIGNED CDP CORDELLD,'. DRAWN CDP P'u"OL CHECKED CDP N0.11E45PE DATE #### .n�.C/DENSE.•Cj�. S`r/eNA4 E� SHEET RECORD DRAWING C 4'0 I I I W I ���1NEER�yc ©� STAH LY LLJ I J EXIST 0 i 4 STORM MANHOLE I I I = 0 10 20 W w I RIM=4799.94 I I Q I OL jR I� INV IN 15" (W)= 4795+04 INV IN 15" (E)= 4794.90 PRIOR TO STARTING WORK SCALE IN FEET Lu INV OUT 15" (N)= 4794.79 CONTRACTOR TO EXPOSE EXISTING W NEW INV IN 15" (S)= 4795.04 WATERMAIN FOR ENGINEER TO VERIFY I ELEVATION, W STORM MANHOLE #1 I I STORM MANHOLE #2 F A—rn STA 0+65.8 6'L Q STA 2+19.6 6'L Q J w E ^V d O _ Hlvw wao s,s� �VO ig•• a� OOO ,,.' 3� 09f1 OOfI Q N — svD Svc svD sv� Svc sto bD vD svD sv�------ .0 z 0 0 o is 3D 15"SD 1+a05"'SD 15"SD 3 15""SD 15"SD 1 'SDca 8 z+�o NORTH BLACK AVENUE 3+00 o C O 81`SS— T _ 3+ 8"S RECORD ROW WIDTH 58- —� W 3 E o so Z N >m mzo —w w o w W w w W N W w w W w W w C L- aS (IS w m 7F I Z L i O �n gym® ® ® w (L o I �— I I J :> I / NEW 10' PVC SDR 3 J a �a 3: ASTM D3034 STORM SERVICE Co N wow 34LF INV 4798-30 4799.94 1ly1 �p co ss � / m U U U W � JOQ o z J O ^I � OZ ¢ Z � a M 0] m O O O � U � U O O O m O Q U7 M Ln r =w a II II > o �o pmo� u� z ��� 'l� �a �ocoi �.i2 �� o N n �+ c~i��oo, "> > olio o .;2 +13 0� �� ao z N N F x-� » 3 w��` » �x wa .> �m 4805 �N woDf ?? z zoo zZ 4805 o . BLACK AVE. _-- — in 3 ENTERLINE _ -- rn ------ --__ I W u� ---� -- W Z - a W — — Q N 4800 — Z m Z w I z J F- a Q c� 0 ASTM IFg49 W Y Z Q 15 LF 15 O UO Z • pVC 2000 W ASTM F949 @ Q W 4795 w 4795 IIr W w N EXISTI G O H O W O NEW 8 SANITARY SE ER cf) _ = N DESIGNED CDP .r ...• DRAWN BAR C DELLS. CHECKED CDP POOL No�11645PE w DATE #### �;'• ENSti. G� s`r� VAI E�4790 90 SHEET 0+00 1+00 2+00 3+00 RECORD DRAWING C 4.1