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HomeMy WebLinkAboutValley West Water Improvements s ; 3 L M CONSTRUCTION DRAWINGS 5 �t t FOR J J K KJ T _ X � r CITY OF BOZEMAN BOZEMAN, MONTANA -- 1 8 T JUNE 1998 -� A, 17 VICINITY MAP W _ .2 I � 1-- �, w z T r, it W z z WATER MAIN IMPROVEMENTS J Q Q �:. W-`. WATER MAIN a Q I WA*FR MAIN. IiVk,iUN W W E W S WATER MAIN. COTTONW 4 WA"R MAIN, COrTONW I , - i Q W-5 WATER MAIN. WE=J BAI m PRV VAULT DETAIL m 10 D T uRV VAULT DETAIL o r �1 I. n I ►.� SET NUMBER �� F.TMHF w oo SINE LN RECORD DRAWfNG G_ 1 I t,U -��IP c 5�±•�frcP R IIAMf'.f •••_,.,�� � V fRff % ................:: r-� ill I „�i i ems,• . ACI H I' i •AW' W w F Nf .,',L N t N IAIL AND il_;N Ll NA',I-)N .•ANL.AkLl TAIL L.L�:�':,NATI�A „ . RECORD DRAWING G - m EiN-RUNK A.If,N44 � BV-EX MH Ia 4 44 NtP to A; V-,` N=5032.07018 �HlI- k-378-9 2 7 75 - )R� )AK I r N-S',45.414'4 F. Cn_1 N=SGDGGDD00 SURVEY CONTROL PLAN FOR: - E soon D0000 `J i1�I1I 490'00 00"W STA 41+9444 N3417687392 li N.417 73921 E-a810.61607 I I w N V N90'00'00"w` � � ph i p 1978a STA 53 `r41j{I TLC: %I 1 CITY OF BOZEMAN BOZEMAN, MONTANA 53, v-3A�2 B7392 ' C-171`78054 JUNE 1998 STA 80+94 83 _ - SSMH 8 TERMINI"(, N=2400.97021 - DURSTON SEWER LEGEND E= 348.21554 STA IO«79 65 C� N= 2400 sa292 BM-4 E= 2756 o79ns I -� I_)��, �� CONTRUL POINT- ACCURATE FOR BOTH HORI/. =47 7 S89'59'25'E 1079.00' AND VERT. ALIGNMENTS. RAIL ROAD SPIKE SET / �= IN GROUND UNLESS NOTED OTHERWISE. x - I � � 1` � � � P - BENCH MARK: ACCURATE ONLY FOR VERT. f - _ STA 007'457(TRUNK ALIGN o St/a SEC. 3 n=�a1 ay��.1 PORCH MA INFORMATION. ACCULIGNMENTS. SEE RATE ONLYENCHMARK DESCRIPTION LIST SW COR SEC. 3 ) S1/40SEC, 32 1=5C0 i9961 N=2400,97114STA 0+00(DURSTON SS ALIGN-EAST) E- jZ4�476506 =2385.70026 STA 20+20.95(DURSTON PAVING ALIGN) 2981.33453 E=34271454 =15641717 - tiECTION CORNER N=167707904 `,G . 5__ (=1677.07904 /4 DESCRIP'll.�y NORTHING FASTING EVIDENCE ELEV QUARTER-SECTION CORNER I ) SECT 3,E. OTR N 5049.47474 E 5658.93806 IRON PIPE -- ��_ CP-16 1 SECT. 3,W. OTR N 5032.07018 E 378,92775 REBAR -- (4 1 5 r SECT. 3,SE. COR. N 2400.49261 E 5601,29961 BRASS CAP. (Y SECT. 3,S. OTR N 2400,52482 E 2981.33453 IRON PIPE SECT 3,SW COR N 2400.97114 E342 71l54 BRASS CAP SECT. 10,W. OTR N-258.93697 E 291.38358 N/A CAI(A) SECT. 9.S. 1/161n N -1592.94321 E 282.74296 ALUM-CAP- -- BENCHMARK DESCRIPTION LIST_ -� CP-1 N 5000.00000 E 5000.00000 RR SPIKE 4731.34 (CITY OF BOZEMAN DATUM) T' CP-6 N 2385.70026 E 1565,41717 RR SPIKE 4760.65 1 CP-16 N 16M 111285 E 53891480 RR SPIKE 4763.41 TBM-EX. MH: ELEVATION SHOT ON NORTHERN EDGE OF EX. MANHOLE RIM. .-� TBM-4: 60d NAIL SET IN NORTH SIDE OF OVERHEAD POWER POLE. 99 N-256.22729 E 2959.57973 RR SPIKE 4790.91 (-� TBM-5: 60d NAIL SET IN SOUTHERN MOST GATE POST. L---) TBM-Fx W, 'r, '.'I HIM c 4� TBM-6: 60d NAIL SET IN EAST SIDE OF OVERHEAD POWER POLE. '11 -PM ° -... '+_n - TBM-7 NORTHWEST CONSTRUCTION BOLT OF FIRE HYDRANT #717 l W1.1 NAZI _ 4 F "IA 23K 93.S0 IBM TBv-6 SSM�9E 7 11=4/676" E 21'14.19250 N 258 93697 tit \ !J f E 29'.183`�8 7�I1 tBM 7 M1f � IIUM-s FUTURE HAB 0 L K S 1 . � � I- llco �-STA 107 5. 24 TRUNK AI IGN Li() TA 010_ 0 BAB00rK `_.E ALGN 1:P 99 i.1MV1 ONUMENT BOX SET IN ASPHALT N- 2589ay9n -GRDIIIA f- 29(,8134 36 DOE OF RBA OF THEY, W - E=2959.5797_ Z-47v091 - - 1 I I, Cf? pIIIC SC\I,P; RECORD DRAWING - PF -- -- I uuh - 40 400 (t G- 3 ABBREVIATIONS GENERAL NOTES AB ANCHOR BOLT FB FLAT BAR, FACE BRICK PNL PANEL 1. All construction work on this project shall be completed in ABDN ABANDON FC FLEXIBLE COUPLING PRCST PRECAST accordance with Montano Public Works Standard ABV ABOVE FCA FLANGE COUPLING ADAPTER PREFAB PREFABRICATED Specifications, Fourth Edition, January, 1996 with AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FO FLOOR DRAIN PRELIM PRELIMINARY May, 1997 C.O.B. Modifications to MPW and these I ADDL ADDITIONAL FDN FOUNDATION PREP PREPARE, PREPARATION Contract Documents. ADJ ADJACENT, ADJUST F. EXT FIRE EXTINGUISHER _ PROP PROPERTY 2. The Contractor shall restore oil roadway surfaces to equal, ADPTR ADAPTER FF FINISHED FLOOR PRV PRESSURE REDUCING VALVE or better condition than existed prior to excavation and rQ ?y N W AFF ABOVE FINISHED FLOOR FG FINISH GRADE PS PRESSURE SWITCH, PIPE SUPPORT determined by Owner and the Engineer. AHR ANCHOR FL FLOOR, FLOW PT POINT, POINT OF TANGENCY o ALUM ALUMINUM FLEX FLEXIBLE PVC POLYVINYL CHLORIDE 3. The location, depth and size of existing utilities shown on z e ALT ALTERNATE FLG FLANGE PVMT PAVEMENT these plans is approximate. The Contractor shall verify the ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FLL FLOW LINE RAO RADIUS existence, location, depth and size of the utilities prior APPROX APPROXIMATE FIN. FINISH RC REINFORCED CONCRETE to construction. The Contractor shall be solely responsible APVO APPROVED FLR FLOOR RCP REINFORCED-CONCRETE PIPE for any damage to the existing facilities due to failure to ARCH ARCHITECTURE, ARCHITECTURAL FOC FACE OF CONCRETE RD ROAD. ROOF DRAIN locale or properly provide proper protection when location is ASPH ASPHALT FRP FIBERGLASS REINFORCED PLASTIC RDCR REDUCER known. AVG AVERAGE FSTL FABRICATED STEEL REBAR REINFORCEMENT BAR 4. A list of representatives to contact for information ® AT FT FOOT, FEET REF REFERENCE regarding facilities is as follows: BD BOARD FTG FOOTING, FITTING REINF REINFORCE BETW BETWEEN F TO F FACE TO FACE RELOC RELOCATE, RELOCATION Montana One Call System Dispatcher 1-800-424-5555 BF BOTTOM FACE GA GAGE. GAUGE REDD REQUIRED Montano Power Co- Chuck Busto 582-4612 BLDG BUILDING GAL GALLON RST REINFORCING STEEL TCI Cablevision Scott Riis 586-2089 BLK BLOCK GALV GALVANIZED R/W RIGHT-OF-WAY US West Rich Showalter 585-3592 BLW BELOW GALVS GALVANIZED STEEL SAN SANITARY (including Fiber Optics) BM BEAM. BENCHMARK GND GROUND SCHED SCHEDULE BOT BOTTOM GRTG GRATING SDWK SIDEWALK 5. All asphalt, concrete curbs and sidewalks shall be saw cut ' BRG BEARING GSKT GASKET SECT SECTION or next cut by method approved by the Engineer. - BRKT BRACKET GSP GALVANIZED STEEL PIPE SHT SHEET 6. Maintain 11' horizontal and 18" vertical separation between CHAN CHANNEL GVL GRAVEL SIM SIMILAR water mains and all sanitary sewer mains. CHK CHECK GWB GYPSUM WALLBOARD SLP SLOPE f Cl CAST IRON HAS HEADED ANCHOR STUD SP SPACE. SPACED 7. All valves shall be installed with thrust blocking, and J CIMJ CAST-IRON PIPE MECHANICAL JOINT HB HOSE BIB SPEC SPECIFICATION valve boxes in accordance with C.O.B. modifications and r.J ►.�� CIP CAST-IRON PIPE FLANGED JOINT HO HUB DRAIN SPG SPACING C.O.B. detail 2718-1_ CIPC CAST-IN-PLACE CONCRETE HOW HARDWARE SPIRT SUPPORT B. All fire hydrants shall be installed in accordance with CJRC CIRCULAR HDR HEADER So SQUARE C-O.B. details 2718-3 and 2718-4. CJ CONSTRUCTION JOINT, CONTROL JOINT HK HOOK SO FT SQUARE FOOT I �i CL CENTER LINE HM HOLLOW METAL SO IN SQUARE INCH CLDI CEMENT LINED DUCTILE IRON HORIZ HORIZONTAL SST STAINLESS STEEL 9. All fittings lugs sq bends greater than in conformance degrees, :CLG CEILING HP HORSEPOWER SS SANITARY SEWER tees and plugs shall be thrust blocked in conformance with C.O.B. modifications and MPW detail 2713-1. CLR CLEAR, CLEARANCE HR HOSE RACK, HOUR STA STATION C:MP CORRUGATED METAL PIPE HT HEIGHT, HEAT TRACE STD STANDARD 10. Datum used is the City of Bozeman datum, as noted on Control Plan. CMU CONCRETE MASONRY UNITS HV HOSE VALVE STIF STIFFENER CO CLEANOUT HVAC HEATING. VENTILATING. AND AIR CONDITIONING STL STEEL COL COLUMN HWY HIGHWAY STRUCT STRUCTURE COMB COMBINATION ID INSIDE DIAMETER SYM SYMMETRICAL CONC CONCRETE OR CONCENTRIC IF INSIDE FACE T&B TOP AND BOTTOM CONN CONNECT, CONNECTION IN. INCH TF TOP FACE ::ONNTR CONSTRUCTION INFL INFLUENT TEMP TEMPORARY, TEMPERATURE CONT CONTINUE. CONTINUED, CONTINUOUS INSTL INSTALL, INSTALLATION THK THICK CONTR CONTRACTOR INSTR INSTRUMENT THRU THROUGH COORD COORDINATE INSUL INSULATE T.O. TOP OF CORR CORRUGATED INT INTERIOR TOC TOP OF CONCRETE. TOP OF CURB CP CONTROL PANEL INVT INVERT TST TOP OF STEEL CPLG COUPLING J8 JUNCTION BOX TIN TOP OF WALL C. TO C CENTER TO CENTER JST JOIST TYP TYPICAL CTR CENTER JT JOINT UBC UNIFORM BUILDING CODE CTSK COUNTERSINK L ANGLE UG UNDERGROUND (:U CUBIC LBS POUNDS ULT ULTIMATE .ii CUBIC FEET LF LINEAR FEET V VALVE, VOLT CUBIC INCH LNTL LINTEL VERT VERTICAL CULVERT LONG LONGITUDINAL VOL VOLUME CU YU CUBIC YARD LP LOCAL PANEL VRFY VERIFY 'I DRAIN LR LONG RADIUS VTR VENT THROUGH ROOF PENNY (NAIL SIZE) LVL LEVEL W WIDTH I'.-. DEFORMED BAR ANCHOR LVR LOUVER WO WOOD i. DOUBLE MATL MATERIAL W/ WITH _ DETAIL MAX MAXIMUM W/O WITHOUT DUCTILE IRON, DRAIN INLET MB MACHINE BOLT WL WATERLINE DIAMETER MCC MOTOR CONTROL CENTER WM WIRE MESH DIAGONAL MCP MOTOR CONTROL PANEL INS WATERSTOP, WATER SURFACE w ir,1 LIM DIMENSION MECH MECHANICAL WSTL WELDED STEEL, WROUGHT STEEL 3: - - DIMJ DUCTILE-IRON MECHANICAL JOINT MFD MANUFACTURED WT WEIGHT DIR DIRECTION MFR MANUFACTURE, MANUFACTURER WTR WATER ON DOWN MH MANHOLE WWF WELDED WIRE FABRIC w DR DOOR MIN MINIMUM WWM WELDED WIRE MESH J C DWG DRAWING MISC MISCELLANEOUS XFMR TRANSFORMER _J - EA EACH MU MECHANICAL JOINT YO YARD < EF EACH FACE, EXHAUST FAN NIC NOT IN CONTRACT EL, ELEV ELEVATION NO NUMBER NOTE. .l ELB ELBOW NOM NOMINAL 1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR ELEC ELECTRIC, ELECTRICAL NTS NOT TO SCALE USE ON DRAWINGS AND TEXT", PUBLISHED BY THE ENCL ENCLOSE OC ON CENTER AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) ` _. ENGR ENGINEER OD OUTSIDE DIAMETER OR CONTACT THE ENGINEER. _ EP EDGE OF PAVEMENT OF OUTSIDE FACE EOL EQUAL, EQUALLY OPNG OPENING 2, THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT ` a0 I " rn I COL SP EQUALLY SPACED P&ID PROCESS AND INSTRUMENTATION DIAGRAM ALL ABBREVIATIONS ARE USED ON THE PLANS. I o r EQUIP EQUIPMENT PC POINT OF CURVE 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS EOUIV EQUIVALENT PCP PLANT CONTROL PANEL (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE EW EACH WAY PE PLAIN END SHOWN ON OTHER LEGEND SHEETS. AS APPLICABLE. EXC EXCAVATE PEN PENETRATION EXH EXHAUST PERP PERPENDICULAR _.. EXP EXPANSION PH PIPE HANGER EXP JT EXPANSION JOINT PI PRESSURE INDICATOR, POINT OF INTERSECTION EXST EXISTING PJF PREMOLDED JOINT FILLER - EXT E%TENSION, EXTERIOR PL PLATE. PROPERTY LINE F FLANGE PLYWD PLYWOOD RECORD DRAWING jl FAR FABRICATE PMP PLANT MONITORING PANEL _4 /�1 _ \ IV_ REVISIONS 5 NOTES. NO. DESCRIPTION DATE BY e 3 TRENCH BACKFILL FROM 1 AS--BWITS 11/+1 Kw a0 STATION 0+00 TO STATION 27+00 - w SHALL BE "TYPE A" TRENCH BACKFIL rc z u n L j i I WATER VALVES SHALL BE HELD APPROXIMATELY 4764 6" BELOW GRADE. ��,`\Q \� Qom- ~ i$Q4760 z S W r,IsuNc WATER VALVE MARKER POSTS SHALL BE Q- V 4756 4" WIDE STEEL DELINEATORS PAINTED Q �' \ Q lb 4752 BLUE AND LABELED ��Q QP Q v � Q Q� P r a o "WATER VALVE - CITY OF BOZEMAN". Q �Q BOLLARDS SHALL BE PLACED AS INDICATED Q !vim\OQ STATION EQUATION: IN C.o.B. STD. DRAWING NO. 02781-5 1` STA 20+20.95 DURSTON ROAD ALIGN.= Q\S` Q Q o o 10"B.F. VALVE w/THRUST BLOCK Q Q Q 10"x12"REDUCER RED!-RODDED TO 10"B.F. FOR ALL FIRE AND BLOWOFF HYDRANTS. G2 STA 0+00 DURSTON SERER AUGN. (EAST) & - STA 67+65.97 SERER TRUNKALIGN. 7+26.9 VALVE BACKFlLLED EXISTING DITCH. 6 1/2' -.-.\ ALL STUBS SHALL HAVE 2" BLOWOFF HYDRANTS AND FLAND RS MILI. 1 7' OF COVER ON 12"DUCTIEF 2" COPPER TUBING AT THE END TO FACILITATE FLUSHING .H711� CHLORINE FROM THE LINE. TUBING SHALL BE SIZED TO FLUSH STA 20+35.7(17.0'RT) T 1 a y"1r�3` THE LINE IN ACCORDANCE WITH AWWA GUIDELINES. INSTALL 12w12.12 MJ TEE 12x x12 W SHT 2+05 I b AFTER FLUSHING THE CORPORATION STOP SHALL BE REMOVED W\ENDCAP,T B. z <�^ lw\TSTA++45(11.0'LT) AND PLUGS INSERTED+ r/12'-T9-8'-AE9614 k 29 LF to 2� INSTALL 12'M.J.90'ELL — —_ _ — — — T — — — OF B'D.LP.,6"x6"7EE w/i.8. — - _- --- — c� — `.fF z"e_`�? .B. N1tIAE gGN1-a-wer FM( &8"ENDCAP a r4ylttl`p„"... AIOIT-OF-SAY LNE o DURSTON R AD o -. 4 _. - - - u - - '. END OF ASPHALT _ n n rn a , I n -m- _ a +_ _ - -n n _ _ zIs ,I - SECTION LINE N 8 u n _ 2+05 STA 13+68.0(17.0 RT) STA 0+91 7(11.0'LT) STA+-HS(17.0'RT) STA 7+26.9(17.0'RT) STA 7+66.6(17,0'RT) INSTALL PRV WITH VAULT STA 20+05.7(ITT'RT) v REMOVE T.B..INSTALL 10" INSTALL 12"MJ 90'ELL INSTALL 12x12 MJ CROSS INSTALL 12"MJ BUTTERFLY INSTALL 12"MJ BUTTERFLY q MJ BUTTERFLY VLV., 1200 w T.B. INSTALL FHYD ASS'Y W\MJeFL W.V. W\ENDCAP,FB. VALVE W\T-B.,V.B. VALVE W T.B.,V.B. I y I INSTALL FHYD ASS'Y W\MJNFL W.V. w 12"TO 8"REDUCER&29 LF STA 14+50.0(17.0'RT) 3t MJ REDUCER,w/V.B„T.B, AND 61 LF O, 6'HY0 LEAD / INSTALL 12"MJ BUTTERFLY I AND-27-Lf OF 6"HYD LEAD ., AND MARKER POST STA 00(17.0'RT PIPE OF 8"D-LP.,8"x6" TEE w/T.B. I PIPE W V.B.,T.B.'s W\V.B., T.B.'s wrm.N &8"ENDCAP VALVE W\T.B.,V.B. 1 \ INSTALL P.STOP -- w/COPPER ING FOR REDUCER REDI RODDED TO CROSS INSULATION DETAIL CHLORINE FLUS 'J A k AFTER FLUSHING,R VE AND INSERT PLUG I Of I 3 w � I e I I 4760 4760 0 4 S 4756 4756 I'1 ,,•,,,,ww4,,a 4752 4752 < 4 7 WATER MAIN WATER MAIN �4 I . EL:4751.0 EL:4749.4rgo a...�.. i! I ( w \ SEWER MAIN I: o DURSTON ROAD U CL47475 �� I I a a SERER MAIN 1-./'.8 15+00 25+00 � � STALL 2608.3 ,127 D.L.CL51 4800 ; - - O m i -- -- w I - + 'o 41 < - - -_ Z_" r-4790 zz rl_ - 0o uo -- - �Q 11I V ni z m --- - - - : � .. - - - - - - ----- - -- -- r`4� - - --- - - m > I : 1 �! : INSTALL 4',10•a 3" _ _- _ _ : m tl _ _ __-_ _- z z r - EXTRUD 0 INSUC O c,� ' t (AASN SPEe.r-- - -- "'' ExST. "P.+P. - _- - __-- J �P - - z Q - x z z ,.0 fw s1(Ep _ --+x15T o w _ MP ~ w Q - GRADE - - - - __ - a1 E v:a 66 (n z 0 — srA u+ 9Dtty - — — - O 6.5'.MIN. - _ _ _ _ O C5-R kE0 w� _ _ -- L CbVER R O'O S I : - - --_ -- 6000ER REO0 _ _ _ 6. MON L w 3 O O m 4740 O 3 O 3 W ` 1 n 3Z w - _ -- y5 '` - - O ti - 4- - - - - v �� - - — t /Q b t Y aP o n oi !:k V141H + 0+00 1+00 2+00 3+00 4+00 5+00 6+C 7+00 8+00 9+00 10+00 11+00 12A 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+DO 25+00 26+00 27+00 11 1 REVISIONS _ Cm \ NO. DESCRIPTION DATE BY s 6�< ;z w 1 AS-BUILTS 11/11 KW o0 "gam I W." jzWEST SECTION LINE SECT.AO47604756 - �54752 ADAM BRONKEN MEMORIAL PARK 'SEWER ww.1V. EL-4742.18 NW TFN MPC CORPORATION TRACT 1 SHT W1 SHT W 0+00 0+40 N ZI STA 27+05 o r z SECT.CORNER a _ _ _lwplr a wev IHL _ S - - ` - 2. aplr_aF-rev ,�,_- _ _ _ - - 1-a-WA TRENCH BACKFIL FROMRIGH _ -- - - '� — 'e - LK STATION 27+00 TO STATION 33+55.32 z - - _ DURSTON ROAD _ SHALL BE -TYPE A" TRENCH BACKFILL. w - _ - -- - - — - - - - - - WATER VALVES SHALL BE HELD APPROXIMATELY 6" BELOW GRADE. --- PIPIT-OF-MAT UNE I n I N `- WATER VALVE MARKER POSTS SHALL BE STA 27+10(170'RT) 4" WIDE STEEL DELINEATORS PAINTED INSTALL 12"MJ BUTTERFLY STA 33+60.6(ITO RT) BLUE AND LABELED IA 7/+U',(17.0 RT) VALVE w/V.B.,T.B. INSTALL 12"MJ CROSS, "WATER VALVE - CITY OF BOZEMAN". INSTALL 12X6X12 MJ TEE. 10 LF W/?7-LF 12"PIPE h 2" SCALES:, AND FHYD ASS'Y•W/MJxFL W.V. BLOWOFF HYD.(W)B(N) AND 54 LF 6"D.I.HYD LEAD PIPE BOLLARDS SHALL BE PLACED 7 INDICATED 1"=100 H W/V,B.•T.B.'s mm lmsl INCLUDING 12'END CAPS h T.B. F C.0.8. STD. DRAWING N0. HYDRA-5 1"=10' V FOR ALL FIRE AND BLOWOFF HYDRANTS. 3 STATION EQUATION: STA 33+56.32 DURSTON ROAD AUCN.= ALL STUBS SHALL HAVE 2" BLOWOFF HYDRANTS AND Z' d 1- STA 0+00.00 COTTONWOOD ROAD ALIGN. 2" COPPER TUBING AT THE END TO FACILITATE FLUSHING ~~ _SHT W STA 80+94.84 SEWER TRUNK ALIGN. CHLORINE FROM THE LINE. TUBING SHALL BE SIZED TO FLUSH D U R S T O N ROAD THE LINE IN ACCORDANCE WITH ON S GUIDELINES. '^ AFTER FLUSHING THE CORPORATION STOP SHALL BE REMOVED V 1 m � AND PLUGS INSERTED. WEST SECTION LINE SECT.3 (5 �t - _ - 4790 -- - Lj INSTALL 6. 321F- 7 DA..CL51 4780 I � w 1 I 1 O I .asp - i — — -- - 770 O 47ZSL- — - 11 — _ - t` Z w j - i - - (n CA - Q fIN EU E G UUEGn - - �. - - --- - - - .. ----i 7 Z' z (n w Z N C) Ln 0M y Z6. MIN �~ 4750 l(� W z Z + T — - 4740 Q I1 io _ - _ —1 or W e -- ? — _ : - - Q N m O O 4730 —� - LL -- - >�ZN - - - - -- - -- - Q - - - - - O DiAW�NG g - � -1 . _ CO ' I 1 PROJECT NO. 3 --- -- --_ - : - - - - - I - - -- 2885.004 041 03A0 1 A -- - N FT I SHEET NUMBER I 6 S u�i 11II PAWING NUMBER / + 0 + 31+00 + 32+00 a 33, + 34+00 -00 ` 27+00 + 28+00 + 29+00 30 0 NOTES: TRENCH BACKFILL FROM STATION -0+17 TO STATION 25+00 rn o z SHALL BE "TYPE A" TRENCH BACKFILL. NW TEN CORPORATION m S 3 € MPC TRACT 1 WATER VALVE MARKER POSTS SHALL BE COS 1 005 4" WIDE STEEL DELINEATORS PAINTED BLUE AND LABELED 9 _ -U z z COS 985 "WATER VALVE - CITY OF BOZEMAN I; BOLLARDS SHALL BE PLACED AS INDICATED a C 3tAT10N EQUATION: IN C.O.B. STD. DRAWING NO. 02781-5 ..0� � O ]9. ~ N ICIFOR ALL FIRE AND BLOWOFF HYDRANTS. r�aw.�a`c.x� U '� a STA 0+00.00 COTTONWOOD ROAD AUG N.= ` � e =I STA 33+55.32 DURSTON ROAD ALIGN. ALL STUBS SHALL HAVE 2" BLOWOFF HYDRANTS AND �,.. ¢ U o c31 u 2" COPPER TUBING AT THE END TO FACILITATE FLUSHING + o z`�z 1rI CHLORINE FROM THE LINE, TUBING SHALL BE SIZED TO FLUSH STA 13+70.0(5.5'RT) �� !r [[JJ INSTALL 12'MJ BUTTERFLY W THE LINE IN ACCORDANCE WITH AWWA GUIDELINES. VALVE W\T.B.,V.B. WEST SECT. UN SW CORN. SECT, 3 AFTER FLUSHING THE CORPORATION STOP SHALL BE REMOVED w.nRsi I AND MARKER POST SECT. 3 AND PLUGS INSERTED. STA 17+87.0(5.5'RT) ,� Y I INSTALL 12x6x12 MJ TEE h 'A. FHYD ASS'Y W/6'MJKFL W.V. WATER MAIN INSULATION DETAIL =: AND 54.5 LF OF 6"LEAD .. F"T-a-WAY UE -+_ - - - _ _ _ _ _ _ _ _ _ _ mcN-OF-WAY LINE - - - - _ - PIPE r/V.B.k T.B.'S - - - -•••-•,• - WEST SECT. LINE �— - - RIGHT-OF-WAY LINE x = - - SECT. 10 MATCHLINE � — 8 — — —g_,S— — — _ _ COTTONWOOD ROAD _ STA 0+00=33+55.32 - --- - - - - ---- 8- -- — - 8 — 8— SHT W II-�L-'!AY DIE RIGHT-OF-WAY LINE — —MGHT=DL-WAY 118E — COS 1005 W o SIA -0+17(5.5'RT) I STA 0+45(5.5'RT) z O INSTALL 12'MJ CROSS INSTALL 12"MJ BUTTERFLY = 0+ AND 21 LF - 12"D.I.(W) VALVE W\T.B..V.B. STA 5+69.3(5.5'RT) STA 5+81(5.5'RT) N AND 27 LF - 12"D.I-(N) AND MARKER POST INSTALL 12"MJ BUTTERRY INSTALL 1 8K12K8 MJ CROSS < V WITH END CAPS h T.B.'s VALVE W T.B..V.B. 6.5'MIN COVER OVER STUBS \ AND 65.5 F - 8'D.I. (W) 11 5' 7 � AND MARKER POST AND 65.5 F - 8"DT.(E) I- I STA 0+50 5.5'RT 5' N ( ) WITH 8'END CAPS h TB's 485 S~ SH� cy INSTALL FHYD MJ TEE O W 6.5'MIN.(OVER OVER STUBS 5.5'4 32' 16.5' AND FHYp ASS'Y W\MJxFL W.V. INSTALL B x8 M.J. TEE(W) 2' 2' I AND 470 LF OF 6"HYD LEAD w-4trds AND FHYD ASS'Y r/MJxFL W.V j , Y.�YT PIPE W\V.B., T.B,'s WM.AYas AND 20 L OF 6"HYD LEAD �"++. PIPE W\ B, T,B.'s 1°;- -rus�AsccwAsc �yy� - s.-m --- ADAM BRONKEN MEMORIAL PARK (SEE COTT W000 ROAD DETAIL FOR HYDRANT LOCATION) , jy earn � �4 INSTALL 8 6.8 M.J. TEE(E) [e I AND BLO F HYDRANT i z.'nnw S S I INCLUDING 12"END CAPS � � 5.5' T B WEST LANE N rn MIFr YAr SCALES WATER MAIN IS STA 0+11 ; 7.5 L F 47 L.F- B" D.I PIPE =100 H 8" D.I. PIPE 5_5. 1"=10' V PROP. LINE IS 45' SOUTH of CL ROAD COTTONWOOD ROAD DETAIL (ARTERIAL) 1" = 5' _ - D - - - . I I INSTALL 500 LF. 12" 790 474 - t + 4 i p 0 780 STWG' I s + 4 3 Fl MADE u - - I z n I � I - - _ < �4760_ Z L Ld < N�^,TALL 4 +S x " 2 .S•MW. : - -_ _ ` _ 1 LLI L EX kL,X5 IN�U ATI 'M REO' - j O (AA SH IL 'Wi . - 475 > Cr C Z I"OLY,-TYRENE M230 7�'' -_ - - - — - - - -- -- - -- - - CL < �Lt iIFTAn I•i15 F,hEEi J Q < '� -1 - e "s Q 4740 Q m -2 -- - - S 1 �+ > L r 3 i <473 C W I p Q T 4,'J j 2 C - t _ �v � 4' RECO 0 DRAWING 4;TIJ I _ <J a W m N. N a)i in .O f - 40 in l0 O O+ l0 /1 Ol ♦ OBI N Ul N W a N ^ O Ol ^ h 011 10 N N W . N ^ ^ ^ CO UO Ol Ol ^ m CO W) O+ O O N •f /i f ill Ill 1p - DRAWING NIL a a a a a a a' a a. a a. f fl f a a a f a a a f a a a a a a al a f f a a f f f + ♦ + ? t + 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 p100 I+00 2+00 +_� 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 6 00 Po rco.,,w T NOTES',x.•,�1 TRENCH BACKFILL FROM (10 STATION 25+00 TO STATION 49+50 48.5' 1 SHALL BE "TYPE A" TRENCH BACKFILL 5 z z a WATER VALVE MARKER POSTS SHALL BE 1' 4' WIDE STEEL DELINEATORS PAINTED 5.54 31' 16.5 Or a cic - CENTER SECT. LINE BLUE AND LABELED TRACT 2 2' 2' BACKFILL ^nn.nr.•v^-r^I s'<�u6 SECT. 10 _ J-.snot.rAK 1 .j "WATER VALVE - CITY OF BOZEMAN COS 1846 -\ :.ovt_ -- -- - __ -- . Z z$ z a o z o BOLLARDS SHALL BE PLACED AS INDICATED . r-wus xwsttmtx :.rot - -rTw - ---- `D u ts-a W IN C.o.B. STD. DRAWING NO. 02781-5 +�*- - _,F �. ,._._.. FOR ALL FIRE AND BLOWOFF HYDRANTS. 1w 7 ��., o a z ALL STUBS SHALL HAVE 2" BLOWOFF HYDRANTS AND ,-rvax wc. _ ° < i o 2" COPPER TUBING AT THE END TO FACILITATE FLUSHING rry ss4c.r.r 6"MIN.-12•M - fL z 2 k N N U N z O z. �W CHLORINE FROM THE LINE. TUBING SHALL BE SIZED TO FLUSH o,.,.��_ a U 6 g w 6$ THE LINE IN ACCORDANCE WITH AWWA GUIDELINES. AFTER FLUSHING THE CORPORATION STOP SHALL BE REMOVED WEST LANE 55 �� ¢o i'a i AND PLUGS INSERTED rm r.rtx ren Z- - - - - - - - - - ; 7.5 L.F. 47 L.F. 8" D.I. PIPE - - - - - - - - -1 STA 26+33.2(5 5'RE) ��a TRACT 1 8" D.I. PIPE COTTONWOOD ROAD DETAIL (ARTERIAL) 11 = 5s� WATER MAIN fNCULATION D6TA7L NSTALL PRV VAULT ;tu COS 1846 -am M STA 39+98.1 (26 5'LT) x m INSTALL 90'BEND ?� w s. t^ STATION EQUATION: ■ T,g Z �' Q STA 26+17,0(5,5'RT) STA 26+60.40 COTTONWOOD ALIGN.= / STA 43+32.0(26.5'LT) Q *`••., INSTALL 1202 NJ CROSS r 57.5 LF Nw3 STA + .0 T OCK ALIGN. N NSIALL 12"MJ BUTTERFLY J / STA 38+I0.0(5.5'RT) OF 12"D.I.P.r/ENDCAP,T.B. STA 32+70.0(5.5 RT) STA 38+05.0(55 RT) INSTALL 12X6%12 MJ TEE AND VALVE N/T.B., V.B. w 12.6x12 TEE r/T.B.A 8 LF OF 6"D.LP, INSTALL 12"MJ BUTTERFLY INSTALL 12 MJ BUTTERFLY FHYD ASS'Y W\6-MJXFL WV. Z INSTALL FH1'D ASS'Y,6"M,NFL GATE VLV. VALVE r T.B.,V.B. VALVE r\T-B.•V-B. N e \ AND 47 LF OF 6"HYD LEAD 11 - N/V.B.. T.B.'S ON STUB WMrm,u WEST 1/4 AND MARKER POST AND MARKER POST PIPE W\VB..T.B.'s STA 48+60.0(26.5'LT) STA 48+75.0(26.5 LT) Ll w o a SECT.10 WEST SECT. LINE INSTALL 12"MJ BUTTERFL INSTALL 12'4J ENO CAP � SECT. 10 VALVE r/T.B..V.B. WITH T.B. = I n RGHI-a-NAY Of rn _ _I T-a-wAv uNc ttxar-a-ar LNE COTTONWOOD ROAD - qll-aJ'Ar LINE _r - - PoCNr-a-MY U[ STA 39+98,1(5.5'RT) E%150NG INSTALL 90'BEND WATER MAIN 77 Z k i o STA 26+120 5 'RT STA 27+05.4 5.5 RT r/T.B. (NOT TO BE o INSTALL 12"MJ BUTTERFLY INSTALL 12"MJ BUTTERFLY CONNECTED IN i + THIS PROJECT F+�1 F VANE r\i.B..V.6. VALVE r\T.B..V.B. STA 48+65.0(26.5'Li) 1 ro AND MARKER POST a AND MARKER POST INSTALL 12x6.12 MJ TEE d5 4808' - EXISTING EXISTING GROUND 4808 GROUND AND 10 LF OF 8•D.I.(SOUTH) I Fyl 4804 Ex15nHc AND 33,5 LF OF 8-DI (LT) �y _ STA 26+49.5(5.5'RT) IW3 SH TW4 INSTALL 12XI2 MJ CROSS W\ 4800 4804 4812 GGROUND h FHYD ASS'Y r/6"MJXFL W.V.h 33.5 LF T.B.AND 54.5 LF OF 12-D I W\ENDCAP 4796 4800- 4810 - BILLION AUTO OF 6'HYD LEAD PIPE r/V.B.h T.B.'S I .2 A B T.B.k BLOWOFF HYD(54,5'RT) 4794.�.� 4796 SEWER s7u6 4808 EXISTING 8" CONNECT TO WEST BABCOCK 4792' INV. EL-47970 4804 WATER MAIN PLAZA P.U.D. ewTnsa w s W.M. 65.5'Li ry IN SEWER L.4 848 I I NORTON RANCHES ^ Nv EL�17848 ^ SEWER STUB o ry NI INV EL-4802.0 I COS 1005 W - a a ro m ;-o a 39+98.1 39+98.1 1 =10' H 1"=10' V 26.5 LT 5.5' RT 42+25 a2-50 45+70 45+90 Nv + I LJ INSTALL;4'.8'x " A. - 0.623 1HSTALL i.8':2' a STALL:I',8'' 2- K 160.5T0 _ Ex mSUt i u II(XTRUC - E7CTTZU D INSULATION OO.00o' VC n (AASH7 SPEC.- + : u ?I I(AASHTO svCC. a AASH 0 SPE "1 POLYST NE 11B3D- n 9_ i "1 IPOLVSTYRENE 230-706 __ __ -_ 4820 4"� •'/4fi 30- ) ___ _. - q m $EF DE AIL TM15 .x .4 uuu-1-- -SEE DETAIL TI SfiEET`- 5 - SEQ DE T l TH4 SHE T : a u In I EXISiING :a - - :� - ! o GROUND 7 u a o 4 u.I:; w u : n - ^ : w d 1 - - -.- -- - - -- - 4810 f 0 00 w m ry�• `Q'' m u II u' .0 : m : : 1% _ 4800 ^ - °a I s - - > Z TT - -- - - 4800 0 a ' x z JR w - u II WI > w''r" r^ w a 5 ; Ft iSHEO J W 5 SA coGRADE 4790 4790 a ? Z GOV[ EIEO'D J O �T 46 �•��. �A i Z 7. -- - �" '� •h 4780ITv ry h I J _Z- Z O p' .b m �. 1 III'TA 42«538 Q Q 4770 F-- -� '' - - -- - - - ; �''ai - --- : 1 ATEH exlsTn+c +_ - _. _ 4770 J + g _ --� �- - ' ti o, ♦ 2 AVEMEE11 h a 0) URB ONES : > Qr LiJ �+ Llj IN m �.N m ��� 3 U O 4760 Zo3 �$ �• �L42 - - - - 4_760 m O j jj ; If L0 4750 Q h - - - _ _� - r • �: - - - 1 - 4750 Q •` �'s ?`,:�• : : INST 2450 LF 12"y.l., C 1cn RECORD©O NG; u 3 : 2BB5004 Olt O PROJECT OJ10 4740 4740 O N,a mtO ,nm av, `"Ki o0 �IIV�i am ,n^o o L(L1 ao^s a�s a0os m aa°^as a°a°ms a s nma�ms' ^ma:�ro� 1ra0°,^eoo ^e�a_m�ma .,°a�o°ff^'ms ^�a•mma mmams`�' mmom, m^o^oa, rnmao, oon mo, om.- �o,- �o,<oav, a+noa, no,llvaa, "m'toea, maIll,^rnrl as,oaa, rnn^os, �m�oa, ea^+awvs', o1rna, ma^,l oom oo^+, N00�ln0 rv00d n0..l0n 0e,0� 100l,� a0o^ o0i m oxp oao0; SHEET N UMBER o o n;oon � rn N Hv - 1 :o N o o 80 0 m0 00 0 m In mm 'm m'm m m am .m 'm vmIn a a a a a s DRAWNG NUMBER R m 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+0p 41+00 42+DO 43+00 44+00 45+00 46+00 47+00 48+00 49+00 xcoa REVISIONS I I I NO. DESCRIPTION DATE BY ,� awAWw wxw.a x v,w 1 AS-BUILTS 11/1 KW- CO - I U I TRACT B TRACT 2 - -- - C) COS 1872 COS 1846 I TRACT 1 I 0- COS 1846 o ��=�W> � 0 games Q o-e, oi$o'a8 Ln STA 26+08(11.0'RT) I 9,y INSTALL 12"MJ BUTTERFLY VALVE W T.B.•V.B. Q W_ATER MAIN INSULATION DETAIL STA 12+45.0(11.0'RT) :v = INSTALL 12"MJ BUTTERFLY STA 1 L 2" (1L0 RT) n I \ z R �_ _ STA 6+47.0(I1.0'RT) VALVE W T.B.,V.B. INSTALL 12"MJ BUTTERFLY I STA 23+98.2(11.0'RT ( ) o d'F=< INSTALL 12"MJ BUTTERFLY VALINSTVE WALL 12TBJ BBiTE LY QI S A 2+28 11.0'RT VALVE W T.B.,V.B. \ I A L IY NJ END CAP rn w VALVE W T.B.,V.B. RIGHT-OF WAYLINE FEIGNI-a-W'Ar LINE PoM,T-a'WAY LWY RIGHI-a-NAY OIC Lam) H TANT&2"BIDWOFF --- W j, z L � Nrn Y z z g 14 - a j STA 12+50.0(11.0'RT) STA 26+73.7 I L INSTALL 12"MJ CROSS, INSTALL 12X6X12 MJ TEE. I a COS 1005 c FHYD ASS'Y W\MJxFL W.V., 19 LF 12"D.I.(WEST) STA 0+29.9(11.0'RT) STA 0+54.9(11.0'RT) W. B A B C 0 C K S T. &26-0 LF OF 6"HYD LEAD TELE�I I REMOVE EX.END CAP&T.B. INSTALL 12x6x12 MJ TEE PIPE W\V.B., CONDIUIT INSTALL 10"MJ BUTTERFLY FHYD ASS'Y w/MJxFL W.V. VALVE, 12x10 MJ REDUCER &34.9-It OF 6"HYD LEAD STA 24+03.2(11.0'FIT) I �j �W/T.B.V.B. PIPE w V.B.&T.B.'S INSTALL 12X6X12 MJ TEE, 26 LF 90 °F - FHYD ASS'Y W\MJxFL W.V., TELEPHONE CABLES& _ �9 s + &26.0 LF OF 6"HYD LEAD CONDUITS SHALL BE - p. ol,s \ I Or� W FIELD LOCATED PRIOR a coe-sro. PIPE W V.B., T.B-'s TO CONSTRUCTION —1e 7 REDUCER REDDI-RODDED r e' �µ STATION EQUATION: N w o NOTES: x� STA 26+68,20 HEST BABC.00K A GN.= 4yE TO 10"B.F. VALVE �2,9G3. AND,MEGALUGGED TO TRENCH BACKFILL FROM -- _ _;sue STA 26+80./0 COTTONWOOD N. I . STATION 0+00 TO STATION 26+68.20 12 .E. SCALESSHALL BE -TYPE A" TRENCH BACKFILL- "..F" e a•r.v �� i-=100' H BOLLARDS SHALL BE PLACED AS INDICATED 1"=10' V IN C.o.B. STD. DRAWING NO. 02781-5 D D ALL ALL STUBS E AND HAVEOWOFFBIODRANTHYURANTS AND BABCOCK STREET DETAIL I I ` 2" COPPER TUBING AT THE END TO FACILITATE FLUSHING (SCALE: 1"-5') CHLORINE FROM THE LINE. TUBING SHALL BE SIZED TO FLUSH tVP�"x"""'" THE LINE IN ACCORDANCE WITH AWWA GUIDELINES. AFTER FLUSHING THE CORPORATION STOP SHALL BE REMOVED AND PLUGS INSERTED. I - - -- - , WSTAL1718.(8'LF.1 gJ., L - _ - -- r 4830 -- - j. - -- - - 4 1 m 4820 4820 C - - —- - I I ( � 4810 C 81 — - -, - -- - - - I -T c _ 4800 V) Q 4800 -- -_ _ Z _ -- q SHED GRA[1E - I : Q fXItTINGEXISTING I - - : : -_ : TINIS;Hffi(t GRADES > z C -- -- - I - GR ND - - -- - .. �XtSTtN _ LLJ Q C - OUN 4790 0 479 STA 5.*5D D MIN. - EX'10.=4 87.87 : -- E�A1 ?KO C SR M�nD - -- TOiI 8,6- R A -- __-�E.O6VER REO'Dr TO REMOVED _ CO REO TO @E RE VEO - •2 11. f) _+.-_ 4784. _ % - 0 _65 INO n�- Q Q 1E O -4785:97 - _- —1- I - C R RE C _ 4780 - — - - — 4/S0 Q m --� ELEV. 4790. - - TAttLE INSUL" -- - --� -- �__ -- - -- - w TEL ONE R & > - _. '!- (' (� x D AIOIJ _. - _1 - - - a C o n _h sTA. -- _ 0 01 \ X. 21'pw- - ,., 1 - ASHTO €C ... - BE REMOVED- - OL M2 0-70) _ - w 477 _ _ _ ~ g o o zz 1/z'xlb 1/4` - 3 4770 cus v Rc� - H IE CL-4 87.(i5 - -- b y' - -- aN �� _ -, „ OD '? I+ 47 0it 4760 RE ORD DRAWING : -- - 4750 o ECT No. n3 4750 _ -- - -- - ZS8100y,D41/o5u 3 'JRAO''.VG NUME3E Qo I < + v a � a a i v a : : v : a v v a v ♦ + v ♦ .. < v a o - W-5 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 U+00 12+00 13+00 14+00 15+00 i6+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00