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HomeMy WebLinkAboutWal-Mart WAL-MART SITE DEVELOPMENT PLANS BOZEMAN3 MONTANA NORTH 7th AVENUE AND BAXTER LANE GENERAL NOTES LEGAL DESCRIPTION - r 1.1a ATRACT OF LAN DSITUATEDINTHENORTHEAST ONE QUARTER OF SECTION I,TOWNSHIP 290UTH, I � 1 `�' 1. ALL SITE WORK SHALL CONFORM TO THE PROJECT SPECIFICATIONS FOR THIS SITE SPECI FIC RANGE 5 EAST, P.M.M.. GALLATIN COUNTY, MONTANA AND BEING FURTHER DESCRIBED AS .p - - +71J T4 jr CONTAINING SITE SPECIFICATIONS,SPECIAL PROVISIONS,TH$MONTANA PUBLIC WORKS +'•'OT 1 I •• t-"- MANUAL,LATEST REVISIONS,AND CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC FOLLOWS: -- �,. ! •_.., BEGINNING AT A POINT WHICH IS N 07.10'29'W.A DISTANCE OF 357.77 FEET FROM THE EAST ONE 1 ) *'t WORKS MANUAL.ALL WORK SHALL BE IN CONFORMANCE WITH STATE AND LOCAL CODES. - - �•r;. QUARTER CORNER OF SAID SECTION 1;THENCE FROM SAID TRUE POINT OF BEGINNING > 7 EXISTING WATER,SANITARY AND STORM SEWER LINES ARE SHOWN BASED ON THE BEST N 88.43'30"W,A DISTANCE OF 46997 FEET.THENCE N 01.16'30"E.A DISTANCE OF 1093 FEET. -- -n .� - PROJECT LOCATION AVAILABLE INFORMATION. PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL VERIFY THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 210.00 FEET.A DISTANCE OF 32987 FEET n - _ - _ PERTINENT LOCATIONS AND ELEVATIONS ESPECIALLY AT CONNECTION POINTS AND AT TO A POINT ON THE NORTH LINE OF THE 60 FOOT WIDE EASEMENT GRANTED FOR BAXTER ROAD 'i• _ - r -r --r^�� •, POTENTIAL UTILITY CONFLICTS. RIGHT-OFWAY,THENCE ALONG SAID LINE N 80•43'30'W,A DISTANCE OF 52003 FEET TO A POINT -- ON THE EASTERLY RIGHT OF WAY LINE OF NORTH SEVENTH AVENUE,THENCE ALONG SAID LINE -•1u 3 THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH ALL UTILITY COMPANIES • E.A DISTANCE OF 524.93 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF 1 i ham') , - '-•D INVOLVED AND THE CITY OF BOZEMAN WITH REGARD TO RELOCATIONS OR ADJUSTMENTS INTEISTATE go,THENCE ALONG SAID LINE N 87.00'01•E.A DISTANCE OF 735 CO FEET AND T•11 i �' II `,1 4 OF EXISTING UTILITIES DURING CONSTRUCTION TO ASSURE THAT THE WORK IS OF INCH 1B'30" 8 72.1r1112•E.A DISTANCE OF 4W 31 FEET.THENCE S 01•ltllo'W,A DISTANCE OF 66293 FEET TO <'.IA I I t1eBAf f`�. IO - ,,.i j, - ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE POINT OF BEGINNING SAID TRACT BEING 17.373 ACRES ALONG WITH AND SUBJECT TO ANY I I IIII-p 1 • , - EXISTING EASEMENTS ' ! AI 4 THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN CITY ENGINEERING DEPARTMENT, 1: j. I �- r r 1 �•. TWENTY FOUR(24)HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. ! __ 1 •'�3I�j .,` _ 5 THE CONTRACTOR SHALL HAVE ONE(1)SIGNED COPY OF THE APPROVED PLANS,ONE(1) i•;� I a• I +>a�• R 'r• COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS AND A COPY OF ANY A v i ;• -� - PERMITS AND EXTENSION AGREEMENTS NEEDED AT THE JOB SITE AT ALL TIMES. 6. CONTRACTOR SHALL OBTAIN ALL PERMITS FOR STREET CUTS.UTILITY INTERFERENCES AND • �, TRAFFIC CONTROL. 7. UTILITY TRENCHES ARE TO BE SLOPED OR BRACED AND SHEETED AS NECESSARY FOR THE .:i • -�- Im �••- i .� SAFETY OF THE WORKMEN AND THE PROTECTION OF OTHER UTILITIES IN COMPLIANCE r �•_ �'� WITH APPLICABLE STATE AND FEDERAL(OSHA)REQUIREMENTS. AGENCY REFERRALS B. ALL SITE WORK, ROADWAY AND UTILITY DESIGN IS BASED ON SURVEY INFORMATION MONTANA POWER COMPANY r PROVIDED BY GASTON ENGINEERING AND SURVEYING.2010 N.7TH AVENUE,BOZEMAN.MT. CITY OF BOZEMAN y 1`` �' 35 NORTH BOZEMAN 1006 W.MAIN bv7 1 - , CIVIL LAND CONSULTANTS,INC.SHALL NOT BE RESPONSIBLE FOR ERRORS RESULTING 35 NORTH BUILDING BOZEMAN,MT t FROM INCORRECT OR INCOMPLETE SURVEY INFORMATION. BOZEMAN,MT 59715 GAS AND POWER ;, rast_ Al +5r ^ I• - _,i-- ( ) - 41 CONTACT: MEL KOTUR _ 9. ALL WORK IN N.7TH AVENUE RIGHT-OF-WAY IS SUBJECT TO A PERMIT BEING ISSUED BY THE (408)SB6-1331 X 3237 1'� -'1±// STATE OF MONTANA DEPARTMENT OF HIGHWAYS. U.S.WEST COMMUNICATIONS Q J 1 10, ALL SIGNING AND STREET SIGNS SHALL BE IN ACCORDANCE WITH CITY OF SOZEMAN PUBLIC WORKS DEPT. -. E. �' Z CONTACT. PHIL FORBES 2707 WEST MAIN -� • STANDARD MATERIALS AND LOCATIONS. BOZEMAN,MT 59715 � ~��'��., ,+ \ CITY-COUNTY CONTACT:MT 59715AKIYA A •r I 1 1 r (, - 11. BENCHMARK: BENCHMARK LOCATED ON THE NORTH FLANGE BOLT OF FIRE HYDRANT AT PLANNING DEPT. (406)585-2350 - .'i. _ Z� o THE NORTHWEST CORNER OF TRACT B. BASED ON CITY DATUM ELEVATION.TO CONVERT CONTACT:DEBBIE ARKELL Y _ } 4 I(1 C-_J TO USGS DATUM ADD 15.44 TO CITY DATUM. ELEVATION=4740,068. EXT 227 TO CABLEVISION OF MONTANA,INC. 511 W.MENDENHALL ENGINEERING DEPT. BOZEMAN,MT 59715 VICINITY MAP CONTACT. CRAIG E.BRAWNER CONTACT. DON BRANTON 1•_2000' SITE DATA EXT.223 (406)586-2089 LAND AREA- 756,768 SF or 17 373 AC. STREETS AND SOUD WASTE CONTACT' ROGER SIC2 SHEET INDEX BUILDING AREA PRE EXPANSION- 121,408 SF BUILDING AREA POST EXPANSION- 151,408 (30.000 SF EXPANSION) WATER AND SEWER CONTACT'. FRED SHIELDS C1 COVER SHEET PARKING RATIOS PRE EXPANSION- 633 STALLS 5.46/1,000 SF BUILDING DEPT- M w rWy PARKING RATIOS POST EXPANSION-777 STALLS 5.32/I,000 S CONTACT.KYLE HARLAN EXT.224WIN 11111MA1161,111rm-_I FIRE MARSHAL CONTACT. DANIEL L FIGGINS C7 OVERALL UTILITY PLAN (406)586-6219 C7A-C7D WATERLINE PLAN AND PROFILE CB-COB SANITARY SEWER PLAN AND PROFILE MONTANA DEPT OF TRANSPORTATION C9 BAXTER LANE PLAN AND PROFILE DIVISION OFFICE CIO NORTH FIFTH AVENUE PLAN AND PROFILE PO BOX 1110 BOZEMAN,MT 59771-1110 C11 STORM SEWER OUTFACE PLAN AND PROFILE CONTACT:RICK FULWRER C12 ONSITE STORM SEWER PLAN AND PROFILE (406) C13-17 CONSTRUCTION DETAILS APPROVED BY THE CITY OF BOZEMAN, MONTANA DIRECTOR OF PUBLIC WORKS DAIL OWNER/DEVELQPER ENGINEER/PLANNER SURVEYOR/CONSULTANT SIGNALIZATION CONSULTANT CITY ENGINEER DATE OWNER: CAVIL LAND CONSULTANTS,INC. GASTON ENGINEERING&SURVEYING ROBERT PECCIA&ASSOCIATES DIRECTOR OF PLANNING DATE GEORGE WESTLAKE& 8490 E.ORCHARD RD.,N2000 PO BOX 861 PO BOX 5653 KAY MARTINEN ENGLEWOOD,CO 80111 2010 N.7TH AVENUE 825 CUSTER (303)770-5600 BOZEMAN,MT 59715 HELENA,MT 591 DEVELOPER: CONTACT:ALEX SZEWCZYK (406)5W0588 (406)4428160 WAL-MART STORES.INC. CONTACT: DENNIS L FOREMAN CONTACT: SHAWN L FOUTCH,P.E. A3CELLTS BY GASTON ENGINEERING &SURVEYING 701 SO.WALTON BLVD.,HWY 71 GERALD M.GASTON,P.E. (CERTIFICATION APPLIES TO AS-BUILTS ONLY BENTONVILLE.AR 72716 AS-CONSTRUCTED 1/94 CONTACT: BRUCE KEMMET / REVISIONS Civil = - PREPARED UNDER THE DIRECT SUPERVISION OF land • KURT D.MAHNKEN,P.E. Consultants,Inc MONTANA REGISTRATION NO.10383 Planning/Engineenng/LanO Surveying _ FOR AND ON BEHALF OF CIVIL LAND CONSULTANTS,INC. THESE PLAN$ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROTECTED BY COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING ^1 COPYRIGHT,THEY MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF DIVE LAND CONSULTANTS.INC. li GENERAL NOTES LEGEND I THE CONTRACTO1 SMALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR WORK W HIN THE PUBLIC RIGHT OF WAY.A MOOT PERMIT IS REWIRED FOR WORK ON SEVENTH AVENUE C­--SAN--0 EXISTING SANITARY SEWER W/EXISTING MANHOLE 2. ALL SITE WORK$HALL CONFORM TO THE PRUJELT$PEORCATIOMB FOR THIS SITE SPECIFIC EXISTING EDGE CONTAINING SRE SPECIFICATIONS. SPECIAL PROVISIONS.AND CITY OF BOZEMAN OF ASPHALT PROPOSED STORM SEWER MOaFlGTgNS TOTHEMWANAI"AUCW U ORKS IMMIAL UTEST RENBIONS.AVARK W/MANHOLE B INLET SHALL BE IN CONFORMANCE WITH STATE AND LOCAL CODES 4 --1 B SEWER 3. ALL CURB AHD GUTTER FOAMS SHAL BE INSPECTED BY THE PRWECT ENGINEER AND T N LOT 1 C FLOWLINE CRY OF B02EMAN PUBLIC WORKS DEPARTMENT PRIOR TO PLACEMENT OF ANY CONCRETE Tn PCR U+B9.43 MAIN ABANDONED fLIlI. IS.00'LT I 14 WAL-MART IEI EXISTING 4 THE CONTRACTOR BIULL COORDINATE WITH THE att OF BOZEMAN REGARDING STREET PCR[=40.00 [= 40 00 STA.6+58.0 B LR-1 1 6-GR-OR CLOSURES.TRAFFIC CONTROL,WORK HOURS.ETC A TRAFFIC CONTROL PUN SMALL BE A/4=40.81 PROPOSED 30' EXISTING 25' STM INLET 3 CB SEE CURVE DATA SUPPLIED BY THE CONTRACTOR TO THE CRY AND MDOT PRIOR TO CONSTRUCTION. w BQ 121,406 S.F. A/2=41.36 ° UTILITY UTILITY •27.91 L.P. Low POINT 5. THE CorIrRACTa+SHAM NOTIFY THE ENGINEER IN CASE OF aSCAEPANGE$OR I IRREGUTAARRES OF EASING CONOITIOW AND BANS.PRIOR TO WORK BEING DONE. e/4=41.60 ♦ O EASEMENT I z EASEMENT F.F.-4725.00 PCR[=41.52 E` PCR 1+88.56 PCR 2+77.48 (STORM SEWER) Q (SANITARY M.P. NIGH POINT B ALL ASPHALT WORK SHALL.BE TO NEAT AND CLEAN EDGE ONES M w I o a 5.64'RT.STA.6+48.12 SEWER) \ I 18.00 LT 18.00 LT u n STM MH 3 VPI VERTICAL POINT OF INTERSECTION 7 [•36.99 [•33.91Of FOP STREET STRUCTURAL DEPTHS SEE MEOW DUTY ASPM7LLT PER$COIL$REPORT 10" SEWER MAIN ABANDONED IB�RCP RIM s28.24� Z \ 4 6 -,� I I Ff,1/ E E VPC VERTICAL POINT OF CURVE B ALL OVERLAY ANO EDGER REIXARE TACK COAT PRIOR TO PLACEMENT CA NEW ASPHALT d A=90.O0 OO' VPT VERTICAL POINT OF TANGENCY 9 ALL SMMNG AND STREET SIGNS SHALL BE IN ACCORDANCE WITH CITY OF 60ZEMAN B 12 4 N88°43'30"W 520.08, S " b R 210.VV1 STANDARD MATERIALS AND LOCAnoNs SEE CITY a BOZEMAN STD 09Bto I.DETAIL C. \ O SEE CONSTRUCTION NOTE SHEET CI7 IL-It N. SEVENTH AVE. 1� - - '� AND BAXTER LANE Q' I 3.-;t: L•329.87' ,0 ALL rI MENT $IIRFACES$HALL NAIVE DETECTABLE WARNING PATTERN PER Aw 2 II 3 18"RCP I �°�. CONCRETE AREA REWIREMEMS STA.0+00 _ - W_ .. o S oo�-�. DIN 4.Oo - S Do •00 ,,i O0 ST6.M MIN 2 A.7+02.85 BW BACK OF WALK II FOR PROTECTION CA ICY AND IW SANITARY$EWERS SEE SPECIFICATION FOR WATER, �; 7 13 89-EXI,,.3LON'E 12 7 BAXTER 802.78' LANE # J iT�►_ C RIM=28.3C 2 1 TW TOP OF WALL SEWER.ANOSTORMSEWERIMPROVEMENTS-REN MAYIBBtWO B2SRB�SECTION BPIBY GASTON ENGINEERING AND SURVEYING p CI GARDEN CENTER 12 BENCHMARK BENCHMARK LOCATED ON THE NORTH FLANGE BOLT OF FIRE HYDRANT AT PCR[=40.00 TNIE NORTHWEST CORNER OF TRACT B.BASED ON CRY DATUM EUEVATION.TO CONVERT PCR=7+58 72 D/4=4p.79 -syy� - 12 6 PC6+OO.a 2 R.•28.34 TOUSGS DATUMADDIS"TDaTYwTUM 6.00'RT.STA.5+58.31 - a12=4I.42 \ MIN _ - STM MH 4 8 Q'28.T1 A/4=41.89 2+33.02 1 PCR R_=42.21 p'V I � E=S4.5S RIM=29.222 a=89•so'13= cyd, � CAUTION - NOTICE TO CONTRACTOR ?� 14, 1+46 TW=39.1 18"RCP I�//R=180.00' 4 11 I1 BEGIN WALL 2+32 TW=3S.36 I LL=291.71' qC' OD THE a)NrRAcroR Is sPEaFIGLLv GImONEo THAT THE LOGTIWN AHD/ar EIFVAnoH OF I I I I Z7' SEE SHEET C B EIOSnNG IRILfTIES AS SHOWN ON THESE BANS IS BASED ON RECORDS OF THE VARIOUS l7nUTV LLI 1+35 BW=39.32 END WALL ► COMPANIES MID,WHERE PO.SBIBLE,MEASIXREYENTS TAJEN IN THE FIELD THE INFORMATION IS II PROPOSED FOR SITE GRADING NOTTOBEREUEDONASBONGEXACTORCOMPLETE THEDOHTINCTORMUSTDALLTHELOCAL ` ►^ 1 i 2+12 TW-42.5 LOT 3 I UTILITY EASEMENT UnuTV LOCATION CENTER AT LEAST M HOURS BEFORE ANY EXCAVATION TO REOUEST EXACT u W / / I I I 1 1 (STORM SEW R 4 18"RCP MID LOCATIONS OF THE UnunES n SHALL BE THE RESPONS1811 OF THE COMA M TO _ STM 6 5 T.08 E•- STA 8+00.82 IS"R P 45.35 MLoCA nsEusTlwo unLmEs wwcH wruucr WITH THE PRQPoseD IMPRovEMENts sHOln+I ON THE uiI E•27.91 •<, 7.00'LT.STA 8+39.78 [•28.79 STA.8+45.35 PUMP ISLANDS B =29.OI STM INLET I a =' STM MH I B CONSTRUCTION NOTES 1 WWi; F- LOT CURVE TABLE as RIM =29.032 3 \ U [•Y8.79 j09� Z 1B SEWER ?B Ib O SAWCUT AND REMOVE EXISTING ASPHALT AND EXCAVATE TO SUBGRADE. RESTORE TO ORIGINAL LLI 0+95 BW=40.52 � p C8 Z 4„ N inoN. ` CURVE DELTA RADI LENGTH MAIN ABANDONED �3 N Ole 16'3O"E Q CONSTRUCT ASPINLT AND BABE COURSE ON COMPACTED SUB31I SEE 2!: A< / PCR 0+89.99 c1 so•1s 29 40 00' 63 or �+ 7 p 10.93E sEc KX THIS SHEET Ott 1 9 O CONSTRUCT CURB AND GUTTER PER CITY OF BOZEMAN STD 0252.1 SEE DETAIL J,SHEET J „ LUG 1&00'RT C2 89.43'3t' 40,00' 62.64' @ EL.a 29.48 u I r CIS It1 a C3 74°43'31' 25.00' 3261' S Nn N 88°43 30' W [=40.00 CA 90°00'00' 25.00' 39.27' 3'-0'LT STA.9+13 I E CS 26°3a'LB' 198.00' 91.82 STM MH-IA [- 469.97 O CONSTRUCT HANDICAP RAMPS.BEE DETAIL E.SHEET c15 3 RIM=29.792 O CONSTRUCTS'DETACHED SIDEWAL SE K E DETAIL J.SHEET CIS ANDTYPIGL SECTION TWS Z C6 75°s3a2• 40.00' 52.98' SEE SHEET C 11 FOR 29.86 28.86�PROPOSED SHEET C7 75°53'42• 40.00' 52.98' [ [ 30'x 50'GRADING AND C6 11.20'25• t9e o0' 3919, STORM SEWER PLAN AND PROFILE UTILITY EASEMENT Q CONSTRl1Cf CONCRETE CROSS GUREA PER CRY OF BOZEMAN ST0.I125241.SEE DETA_ cs m°aota 6200' 253.54 MATCH LINE STA. 9+50 (STORM SEWER) `SAFE O MANHOLE LOT 2 I� ADJUST RING AND COVER TO GARDE N. FIFTH AVE. O CONSRUC CURB INLET PER CRY OF SOMMAN STD$U2529 12 O25AI3 DETAILS J AND OPANT STOP BAR PER CITY OF BOZEMAN STANDARDS SEE SHEET C 1 O . Ni�� u-� O INSTALL STREET AND STOP SIGN PER CITY OF BOZEMAN STANDARD OBBIDT SEE DETAIL C. SCALE 1"-SO SHEET C17 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 Q PAINT CENTERUNE STRIPE PER CITY OF BONMAN STANDARDS -- . CONSTRUCT CONCRETE RETAINING WALL SEE DETAIL B,SHEET CIS 150'1 3.0%MAX. 1 O STA 1.15 14'RL CONISfRULT 4BFO0T 1WOE COMMERCIAL DRIVE APPROACH PER CRY dF IO2ETAAN STD No.naxH1l. 0 o -I W Y I 'Vc I O'VC FOR PLA SEE SH T C10 EM ITT'P nb a -WAL-M T NENTRANCE _ > ENTRANC 4745 m W m DRIVE MIT 4740 ® ...n m:... y IA :: ..... _-.... EXISTINGGRADE_ 3 $ In w O Rr', > : :.. c - .61% In o 23 ~ --- - - - -- - - V u w UM W W Ion 100'VC 100 VIC LLI WA L KART �, _ I g EXISTING RADE• M' C' iWW 4735 . MIT -�� m w o ENT NCE - -- c -- - CENTERL NE PROFILE nA :W _... ::.. AUm� � V.V yON N •N bN mIYE N .... AM y. TVA J n 4730 V O 6 \. N W W W N W a z$ +0.50% `T, _ REVISIONS ( AS-CONSTRUCTED 1/94 +� n _ r n U J •R. REVISED ENTRANCE TO LOT 4 PER CURB CUT PERMIT BY 4725 __ • m m II - _ . , C.O-B.DATED 7/21/93 ISSUED FOR CONSTRUCTION DATE _ A.w • N W - DULY 1,1993 F 1 s5' 5� EXIST GROUP D © L--- (T : - I ISSUED FOR BID DATE JUNE 10,1993 wuK (rPI. - II°RL I - a T� BY G STON ENGINEERING k SURVEYING 1 > BOZEMAN, MONTANA WAL-MART 720 r"WALL Ta I E ( TIFICATION PPLIES TO AS-BUILTS ONLY) 'To STA ♦. BTA RB OUIIe B BUT ER O coBZoox52B-P oN BAXTER LANE PLAN AND PROFILE _ N P.. A-L Q 1 Q u CIV11 _ a'LN�sHED PN SLC D27V312 flSl TAwH 45E N- b w Land A CaI REIEJ LF1IC_SUBBASE 7�45PH�LT fA G --- PREPARED UNDER THE DIRECT SUPERVISION OF Consultants,Inc. TYPICAL ECTION PROFILE SCALES: KURT D MAHNKEN,P.E. / � B48D E o1 Ram p_ Piann,ng/Englneenng,tano Surveying 6A% ER LANE/ FIFTH Aii E. I •50 HMZ. - R AND ON BEHALF:OF CION IVIL 10� s"e•2000 636 t"•5'VERT. CONSULTANTS,INC. EnpbwaoM.cdw MbBD11I Joe N0. aWM.Br P�NOT 10 calf :. (303)770.FAX(3D3)7702349 DES.By AS -- CHI.By KDM oArE JAN 1997 PLATE 1-SINGLE PLAN AND PROFILE VNx=DOT THEM PLANS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROTECTED BY COMMON UW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING 1P18FDiIE COPYRKRR THEY MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WTHOUT THE WFIRTEN CONSENT OF CIVIL LAND CONSULTANTS,NC C9 BAXTER LANE CURVE TABLE LEGEND CURVE DELTA RADIO ——T—— EXISTING TELEPHONE LINE SEE SHEET C9 CI W-55'38' A0.00 wK8' ——E—— EXISTING ELECTRICAL LINE C2 89.(M' 40.00' 6218' C3 BE N27 2500' 3888' Q-—STM---C� EXISTING STORM SEWER W/INLET MATCH LINE STA. 9+50 O4 W. 38' MOD N67 -^^-W EXISTING WATERLINE W/VALVE AND FIRE HYDRANT 906 ?99 o--—BAN--0 EXISTING SANITARY SEWER W/EXISTINGMANHOLE O WALKCHED ' W/MGNHOLETOHMa NLLE EWER CONSTRUCTION NOTES o_ [ FLOWLINE 1O SAWCUT AND REMOVE EXISTING ASPHALT AND EXCAVATE VPI VERTICAL POINT OF INTERSECTIONVATE TO SURGRADE ; .j > VPC VERTICAL POINT OF CURVE O CONSTRUCT ASPHALT AND RASE COURSE ON COMPACTED SUBGRADE SEE TYPICAL SECTION SHEET C9 Q T VPT VERTICAL POINT OF TANGENCY OCONSTRUCT CURB AND GUTTER PER CITY OF BOZEMAN STD DWG.02528-1 SEE DETAIL K, 0 I EP EDGE OF PAVEMENT SHEET Cfs W 0 E V1 "I i F/ EXISTING POWER/UTILITY POLE O MEND SIDEWALI(TO EDGE OF PAVEMENT PCR=32.77 L o= E-- O CONSTRUCT 5'DETACHED SIDEWALK C2 SEE CURVE TABLE Z,/4 33.02 SHEET CB ,SEE DETAIL J.SHEET C15 AND TYPICAL SECTION 6/2=33.28 � - O SEE CONSTRUCTION NOTE DM=33.50 1, 3 2 PCR=32.78 O ADJUST MANHOLE RING AND COVER TO GRADE PER CITY OF BOZEMAN$Tp.DWG 01I13-1 PCR=33.22 I� - 12' G/4=33 04 CONCRETE AREA SEE DETAIL B SHEET C15. A/2=33.,30= ]O REMOVE EXISTING INLET AND EMEND PIPE AT 050%.REPLACE 60 6/4 33.50 —0-- EXISTING GAS LINEGE INLETS AT NEW LOCATION. END SIDEWALK 1 II PCR=33.80 T PROPOSED STREET SIGN OSET CENTERLINE MONUMENT PER CITY OF BOZEMAN ; PCR 12+12.76 L PCR 12+84.66 18.00rRT 3fi I8.001 LT�9 INSTALL STREET AND STOP SIGNS PER CITY OF BOZEMAN STD.OWG 098f0-t MATERIALS IL=32.77 Y u AND LOCATION PER CITY OF BOZEMAN IL_ u 10 PAINT STOP BAR PER CITY OF BOZEMAN I T [L PAINT CENTERLINE STRIPE PER CITY OF BOZEMAN I WI 1 \ END DDRB 9 a F. INSTALL DEAD END BARRICADES PER OTY OF BOZEMAN STD DWG 09810 2 SEE DETAIL D, I—_C \ \ C 22 T 4 n i SHEET C17 I AIL--ITS \ n -c —SAN— _ I STM STM •�j3VJ�'Q' EDGE OF PAVEMENT 103 CONSTRUCT E HIGH ASPHALT DIKE TO$W.STM INLET t SEE DETAIL E.SHEET Cfl [ __ ��O VERIFY I C'I D2 Z� rc Sf� z''w — ——— 2"W— IL W. OAK ST. EXIST. -T 12 W UNIMPROVED DIRT READ— —E [ _�_ E_ C � 9'� 2EP E C3 E —E— 4 E— # SAWCUj_LINE # 13 I I STA.12+64.78k-i INT. CAUTION - NOTICE TO CONTRACTOR �i�\T EL.=33,70 $$T�— \ THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF 7 STM INLET-2 EXISTINGI UTILITIES AS SHOWN IB THESE PLANS REM IS BASED N I RECORDS OF THE VARIOUS UTILITY GRATE a 32.90 7 INV.OUT-MATCH PIPE GRATE=32.90 COMPANIES AND WHERE POSSIBLE MEASUREMENTSTAKENN THE FIELD THE INFORMATIONAL EP EP INV.OUTMATCH PIPE(VERIFY) (VERIFY)NOT TO BE RELIED ON T BEING EXACTOR COMPLETE THE CONTRACTOR MUST CALL THE LOCAL EP-32.96 12 EP=32.96 UTILITY LOCATION CENTER AT LEAST+8 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT ' FIELD LOCATIONS OF THE UTILITIES IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN $TA.13+O I.7B ON THE PUNS END PAVEMENT SCALE 1"=50' -_ 10+00 11400 12+00 i PROFILE SCALES' III=50' ORIZ. 1. 5' ERT. 3 m Z o - 0 0 0c3L u7 M p L. o + + CD FI F- W ni 12' +2.00% 0 37' 2.00% xwg ~ J >-' �RouNND� r EN PAVEMEN W o W U FIn to ri 32: 6 W i R• 4735 >�0•3' W m J IN EXISTING u'iom� S +0.50% ' GROUND 1 Y o — 4730 a ` J �-- REVISIONS U 0 0- _o ——— o AS—CONSTRUCTED 1/94 'a a 4725 - _ -.. ISSUED FOR CONSTRUCTION DATE .�JLY 19 3 0 - : .. _U U -to ISSUED--- - -- -- ISSUED FOR BID DATE DUNE 10.1993 FF_ O �m BY GA TON ENGINE RING &SUR. PING N In 10 rn M - (CE FICATION A PLIES TO A -GUILTS ONLY) BOZEMAN, MONTANA WAL-MART >w 04 n >w NORTH FIFTH AVENUE PLAN AND PROFILE Civil - -- -- - -.. -- land --- -- -- _. KURT 0.A REGISTRATION P.E. -•�Ilq/q le mac sao eon TDB Np,.Englneenng,Lantl Surveylrg-- t � � Consultants,Inc. EJ u n - _ FOR AND ON BEHALF OF CIVIL LAND Wi A' E'.g 2 X, 636 gH PREPARED UNDER THE DIRECT SUPERVISION OF ft MONTANA REGISTRATION NO 10383 -. CONSULTANTS,INC. FAX(03)77 A DES.BY AS DWN BY of FAX 10031 7Tp20AA CNK.BY KDM I DATE JAN•1993 PLATE 1-SINGLE PLAN AND PROFILE LINL a DOT THESE PUNS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROTECTED BY COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS NCLUDING mEA' COPYRIGHT THEY MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF CIVIL LAND CONSULTANTS,INC. CIO GENERAL NOTES 1 ALL STORM SEWER CONSTRUCTION SHALL BE IN CONFORMANCE WITH WAL-MART SPECIFICATIONS AND MONTANA PUBLIC WORKS STANDARDS AND SPECIFICATIONS 2 STORM SEWER PIPE SHALL BE OF THE SIZE AND TYPE SHOWN ON THE PLANS CONFORMING TO THE FOLLOWING SPECIFICATIONS'. BAXTER LANE PROFILE "A" ' ° 2 REINFORCED CDNGBETE%PE AGPI ASTM CLASS III INSTALLED ALL RUBBER GASKETS ACCORDING TO THE MANUFACNRERSINSTALLATION GUIDELINES.ALL ARCH PIPE SCALE:C 50' SHALL BE No BELL'FROM MANUFACTURER CORR1 (� NOTE: PRIOR TO DEVELOPMENT AND GRADING OF 10'SEWER MAIN ABANDONED 60'ROW DESIGNATIONGATEDS POLVE ANDTHVLPNE PIPE IE M SMOOTH BE INSTALLED N INTERIOR. CONFORM CE WITH LOTS 2 AND 3 INTPME T AN P GRADING ONDING WILL PROPOSED 8�DIP DESIGNATIONS S INSTALLATION MTIO PIPE MUST BE INS A ED IN ACCORDANCE WRY PIPE Y STM MH-4 6'DIA. DRAF CLITER'S INSTALLATION GUIDELINES FOR CULVERT AND OTHER HEAWAUTV OCCUR DURING HIGH FLOWS IN THE 2 PIPE STA.8+27• STM MH-5 6'DIA. OC NAGE APPuc/InoNs.ACCEPTABLE MANUFACTURERS ADVANCED DRAINAGE SYSTEMS 421- PROPOSED 30' UTILITY PIPE STA.3+97 IN (ADS 12)AHANCOR.INC IKO SMOOTH INTERIOR) PIPE SHALL BE FURNISHED WITH Q STORM SEWER SYSTEM. tSTA.5+5B.31 6 RT. ; 3 4 EASEMENT(STORM SE ER) Z WATERTIGHT JOINTS 15 - �- CORRUGATED POLYETHYLENE PIPE (CPP) MAY BE SUBSTITUTED FOR REINFORCED z O 60=LF-18"RCP O 4301 LF-3I"x 5I"RCPA(PUBLIC) _ CONCRETE PIPE(RCP)UPON APPROVAL BY THE CT'OF BOZEMAN F 0 (PUBLIC Ll:EL 3 MANHOLES SHALL BE PRECAST CONCRETE SECTIONS WITH DIAMETERS SHOWN ON THE Q z INV IN•23 73 F.E.S. _L \ PLANS MANHOLE BASES SHALL BE REINFORCED EXCEPTION WHERE MANHOLE DEPTH O 5 TE MP 18" SEWER MAIN ABAND ER..SAN_ IS LESS THAN 6-FEET,A FLAT TOP MANHOLE SHALL BE USED. T }- EXIST I NG " 1e 0� A LENGTHS OF STORM SEWER FIFES ARE THE HORIZONTAL DISTANCES FROM CENTER OF z - - - --J I T CH T T W MANHOLE TO CENTER OF MANHOLE THEREFORE,LENGTHS SHOWN ME APPROXIMATE Y W PROPOSED UTILITY EASEMENT-� •PUBLIC 1 001 \ I AND COATI VARY DUE TO VERTICAL ALIGNMENT AND MANHDLE WIDTHS. (STORM SEWER) PROFILE "Es LE" " I ate\ I 5 ALL TRENCH EXCAVATION SHALL BE PROPERLY SLOPED OR SUPPORTED IN A MANNER ,.sTA 8 4 ABAN ONED REQUIRED BY OSHA OR AS REQUIRED BY STATE OR LOCAL LAWS LOT 3 STM INLETNLET 2 STA.8.58.06 I =I \``'�\` 6 STORM SEWER PIPE SHALL 8E BEDDED AS PER CITY OF BOZEMAN REQUIREMENTS I STM INLET 3 1 �i pie T CONCRETE FOR CONCRETE ENCASEMENT OR CONCRETE CAP SHALL BE 6 SACK MIX AND 12±LF-18"RCP ' 24_+LF-18"RCP �C\ 2500 PSI MINIMUM. 1� J STM MH-3 8'DNA• W B THE NORMK BENCHMARK LOCATED ST CORNER OF TRACT , THE NORTH FLANGE BOLT OF FIRON HYDRANT AT N STM MH-IA 6'DIAL 2 PIPE STA.9+16• PROFILE wDw 9egNp .�I \ AGE\ ToEU SG s o rUM DO15"TO CITY DATUM ON CITY DATUM ELEVATION TO CONVERT 2 PIPE STA.11+73• E STA.6r49.12 5.64 RT. L- �Fp F' (� PROPOSED a"DIP ?STA. 9+13 3'LT. 73ILF-31"x5l" 52±LF- I" I"RC I �i\ CAUTION- NOTICE TO CONTRACTOR �P PUBLIC W 1 N. FIFTH AVENUE. [RCPA PUBLIC) �;`J0,> STM MH-2 8'DI A. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION WIND/OR ELEVATION Lm OF TY J EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UT U V w E/T V Q PIPE STA. W DI• COMPANIES AND.WHERE POSSIBLE.MEASUREMENTS TAKEN IN THE FIELD THE INFORMATION IS u I \ 2 \ 5 NOT TO BE REUED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR MUST CALL THE LOCAL u IL STA.7+02.65 6 RT. 8" \ I UTILITY LOCATION CENTER AT LEAST NB HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT 4 - e„W 324 LF-31"x 5I"RCPA(PUBLIC)--- IDS E I S RELFIELOCATE LOCATIONS OF THE UTILITIES R SHALL BE THE H THE P SI IUITYPOSE OF THE E CONTRACTOR TO A. � RIP-RAP RELOCATE ALL EXISTING tlTIl7nE5 WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN G -G ON THE PLANS (IIRL 0.5 THICK) 54±LF-18"RCP ° STM MH-16'DIA. INV OUT•13.95F.E. CONSTRUCTION NOTES S I PIPE STA.II+p� Z PROPOSED 30'%5D'GRADING 2 1 CONSTRUCT CIAia INLET PER CRY OF BOZEMAN STANDARD DRAWING Nos.02524,2.13 Q • EXISTING STM MH tSTA.8+39.76 7'LT. EXISTING 10"CMP 0 I\\ - 9 UTILITY EASEMENT I 4 w w INV.=13.60 SEE DETALSJANOKSHEET Ct6 d c I Q\ (STORM SEWER) +{ PROFILE C _ Z CONSTRUCT e'DIAMETER STO MANHOLES,SEE DETAIL A SHEET C15. I I I3±LF-18"RCP EXISTING 36"CMP O PROFILE "A" INV. IN =25.13 F.E.S. 1 O INV.=13.64 O CONSTRUCT SEWER ENCASEMENT CAP 10'EACH SIDE OF STORM CANE ON SEWER ONE,SEE TEMP. STM INLET 1 I DETAIL THIS SHEET u _= W E N UNIMPROVED yL' LOT 2 xWST G/... Qi llflLIT'/CROSSING,CONTRACTOR TO VERIFY DEPTH PRIOR TO CONSTRUCTION DIRT ROAD-�I x� DITC -- W I WA L-MART O CONSTRUCT TRASH RACK ON FLARED END SECTION,SEE DETAIL A SHEET CIS LR-116-GR-OR © PLUG AND ABANDON EXISTING STORM LINE AT BOTH ENDS TRASH GRATE TO BE PROFILE "B" 121,408 S.F. DELIVERED TO CITY OF BOZEMAN RAISE 30' UTILITYr F.F.- 4725.00 O 02Tt31 DETAILMANHOLE SHEET CO GRADE PER CITY OF BOZEMAN STANDARD DRAWING NO -� EASEMENT I5+00 14+00 13+00 12+00 I 11+00 10+00 9+00 8+00 7+00 6+00_ 5+00 4+00 �B IS Q°NSRUCT`°AE"EreRs'"NOAR°MANHaF'sEE°ETALASHEETas 3 00 2 00 100 5 tNV.•2 .13 FE.s. PROFILE wB" 4735 4735 SEE:PO DING NOTE ABOVE 54±L -18"RCP 0.5O% LENGTH INCLUDE F.E.S. \ EXISTIN GROUND A 1L OF PIPE 521 LF I"x 51" 89'_LF- I"x 51" =� \ RCPA a 0.50%- I "MIN. RC PA 0,507• w 4730 4730 - (PUBLIC) LEAK. Pu I PR FIL A' .. - - - PR POSED GR DE AT OF PIPE 3 4±LF-31" 51°RCPA 86'fJL 4725 73± F-31"A51� ) _. 4725 STA.11+T ( UBLIC) PURL _ 255 ExIsrlNc STM MH STM MH-1 81 DIA. RIM•29.7 4 ±LF-3J'■ I`RCPA RIM•33.74 INV.IN($) 24.86 S .I+14 INv IN(w)=28.01 INV.IN(E) 24.86 STA.II+O B 1,1T_,Y � B CIIN F.E.S. r 4720 INV.IN(S)-28.01 A. 4720 INV.ou E =2 01 PL RIM•29. • P%D OSED 8°Dl INV.OUT( )•ZZ64 STA 11 87 INV IN(E) 24.39 18 N.CLEARA ICE -tZ 3fLF_42" i SE R INV.IN 1S) 24.39 PROPOSE 8"DIP CP ap 1.00 (PUBLIC W MAIN ROBBING IN V.OUT• 4.29 18`MIN.. LEARANCE '-� 10 X15'RIP RAP Y S A.9+88 LENGTH (1.5 tNtCK< 4715 Wog S M MH-2 6 DIA. STM M -5 S. RM•28.4715 1 ±, : RIM•2 30_ l YIN-23.61 ' >C� = I V.OUT•23. I AB NOONED INV.IN 17. . ro« I V.•13.95- .E.S. ,�Y • STA. +27 iNV. OU =16.78 tiAum� I S A.9+16 STM H-4 81DI J o l 472 FI 'F. ".. S M MH-3 ' IA. _. + :.. - __ E� S - - R M•28.24 INV. N E)•2285 :. : --- REVISIONS u SIT RN SENE -•OTTOY 9TQR 9EMEA INV. - -- `- d _ _.. I 35 V.V.IN(NE)N(E ? 4 28 INY.I UT)=.22T5 F_ 1 p TOP gAM,ARr A•EA STM INLET 1 1 V.1N(SW)•24.34 AS-CONSTRUCTED 1/94 GO 10c.TEI GRATE 2 .79 1 V.OUT•23 30 INV.OUT- 4.46 _ 3±LF•19 RCP 50% -- A IANDONED T$ BY T�rlASTON ENGI E,. ISSUED FOR CONSTRUCTION DATE _JoLI, t L993 SEE N q NOTE ABOVE ISSUED FOR BID DATE JUNE 10.1993 GONCRET AMGAEEYEMf "gT ItUFOA11 60-L -18-RCPG) 50% ERING ec RVEYING •F""'°1. low N BACAIIER (C RTIFICATION APPUEs To S-BUII NLY) BOZEMAN, MONTANA WAL-MART LY PIPE xol ILEM - LEND INCLUDE FE.S. FILE w ENCASE$ANT TA . 7 5 SIDES F G' - -.EX nNa YLr NOTE=USET6 E 4725 STORM SEWER OUTFALL PLAN AND PROFILE csossl G v ILRY SE YET_ CAP FOR STO M 9T INLET 2 STM INL T 3 LINE SYSTEM --INV IN. 23.73 -° 5 GRATE•27.91 GRATE• 7.91 i- EELS I OUT-24. INV.OUT•24.40 Civil aowrACT W°°[' __ Loid STA. 12=LF-18 RCP 472 Con - - CITYOF amm AN AEMM- e7/�7 " Cmwltana,Inc. -MMTO (ID)W-3321 4720 18".S ...SEWER 3 STM MH- DNA. _ O. % 24±LF-IB RCP O. OYe PREPARED UNDER THE DIRECT SUPERVISION OF I! ' RIM•29.2 2 PROFILE SCALES KURT D.MAHNKEN.P E. am E OvX�r,A-1 pIpIK r p2 Y O Svr•YkW CROS OF PRO D STO M SEWER TO _21 P PIPE INV.IN(E)• 2.85 HORIZ. MorNrAru REGIsrRAnON CIVIL I AN $w PO CIO AND EXI G SEWER CON ACTOR TO INV IN(S)•2 43 8 M NSC EARAINCE °550'IVERT FCOONsuLOTANrsEINCLF of awL LAND (3m);io°z n,,, [[a ry CRD Ix[k rr cRR TO --.__._ FIEL VERIFY INV.OUT•2 .75 FAxtanDlTToaE[ A.....o...l..ly+.". I CELL.['/ KDM rT[ -PROFILE Ew PLATE 1 SINGLE PLAN AND PROFILE LIHE a ooT THESE PLANS ARE INSTRUMENTS OF PROFESSIONAL SEWCE AND ARE PROTECTED BY COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS MNCLWF4 xmEN,E COPYRIGHT THEY MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF CIVIL LAND CONSULTANTS,INC C11 BAXTER LANE I STA. �EXISTINGI 211. \ _ Y SF.NITARY SEWER A/ 1D 2 $TIA INNLELE T I 1 I O \ I0'.15 RIP-RAP GENERAL NOTES CONSTRUCTION NOTES 1 ..: -. _ .. ... . ...:.... ... ..,.. . ... .. ..... .. 9 1.5'THICK) /s .1,0 \ \ ' I ALL STORM SEWER CONSTRUCTION SHALL BE IN CONFORMANCE WITH CITY OF BOZEMAN , CONSTRUCT CURB INLET PER Cm'OF BOZEMAN STD DWG 02529-t2 AND 02529-t3.SEE N. FIFTH AVENUE 6 ?• I STA.0+37 EXISTING IB CMP STANDARDS AND DETAIL MODIFICATIONS AND MONTANA PUBLIC WORKS STANDARDS AND � DETAILS J AND K SHEET C16 510 LF-6 CONCRETE N 0.50% C c STM INLET-IA f INV=13 60 SPECIFICATIONS `3 1 2 STORM SEWER PIPE SHALL BE OF THE SIZE AND TYPE SHOWN ON THE PLANS O CONSTRUCT VALLEY INLET.SEE DETAIL H,SHEET C15 r W- \ CONFORMING TO THE FOLLOWING SPECIFICATIONS 4 �2 �(,I (�_ `EXIST LNG 36��CMP O UTILITY CROSSING CONTRACTOR TO VERIFY DEPTH PRIOR TO CONSTRUCTION.y2•`•�QY A INV =1UT81 REINFORCED CONCRETE PIPE)RCP). ASTM C76.CUSS III,INSTALLED WITH RUBBER INV.OUT=13.95 GASKETS ACCORDING TO THE MANUFACTURER$INSTALLATION GUIDELINES. O CONSTRUCT E CONCRETE CAP OVER SANITARY SEWER LINE 5 EACH SIDE OF STORM UNE. I q OUTLET SEE DETAIL ON SHEET C11 q+ V CQRH4iSiAjQ POLYFTMVL�N�PI�SEPP�OOTM INTERIOR CONFORM WITH MSMO STRUCTURE 9 DESIGNATIONS M294 AND M252 PIPE MUST BE INSTAL ED IN ACCORDANCE WITH PIPE O CONSTRUCT CLEANOUT PER CITY OF BOZEMAN STD DWG 02]229.SEE DETAIL I.SHEET 37+LF- MANUFACTURER'S INSTALLATION GUIDELINES FOR CULVERT AND OTHER HEAVY-DUTY C" DRAINAGEAPPUCATIONS ACCEPTABLE MANUFACTURERS.ADVANCED DRAINAGE SYSTEMS 21"RCP INC(ADS N 12)6 RANCOR INC(HI O SMOOTH INTERIOR) PIPE SHALL BE FURNISHED WITH O CONSTRUCT CONCRETE CAP OVER STORM SEWER UNE,SEE DETAIL ON SHEET C1I _ WATERTIGHT JOINT$ CONNECT ROOF DRAIN TO STORM UNE.SEE DETAIL D.SHEET C15. ��PO• I I 3 MANHOLES SHALL BE PRECAST CONCRETE SECTIONS WITH DIAMETERS SHOWN ON THE \5:00�•( PLANS. MANHOLE BASES SHALL BE REINFORCED WITH ECCENTRIC CONES O CONSTRUCT STORM MANHOLE WITH FOR DEPTH LESS THAN 6 FEET USE FAT TOP MANHOLE CONE IF DEPTH R OTY O GREATER THAN 8 FEET. \NN P 02722 2,02M 3 SEE DETAIL SHEETC15 AND DETAIL H,SHEET C1ZEMAN$T0.DWCS. A LENGTHS OF STORM SEWER PIES ARE THE HORIZONTAL DISTANCES FROM CENTER OF DETENTION MANHOLE TO CENTER OF MANHOLE THEREFORE LENGTHS SHOWN ARE APPROXIMATE I 7 POND AND COULD VARY DUE TO VERTICAL ALIGNMENT AND MANHOLE MOTHS O CONSTRUCT OUTLET STRUCTURE.SEE DETAIL C.SHEET C16 GARDEN 10 10 VOLUME= 10. CONSTRUCT 4'-6'GUTTER PAN.SEE DETAIL E,SHEET CIS CENTER 19,262ggC.F. 5 REQUIRED BY OS EXCAVATION AS REQUIRED BY STATEOR LOCAL LAWSUSPPORTED IN A MANNER PROPOSED 8"D.I.P. 17 CONSTRUCT 3'COBBLESTONE DRAINWAY,SEE DETAIL F SHEET CIS 6 STORM SEWER PIPE SHALL BE BEDDED AS PER GTY OF BOZEMAN REQUIREMENTS 12 CONSTRUCT GRATE INLET.SEE DETAIL I.SHEET C15. 1 I 7 CONCRETE FOR CONCRETE ENCASEMENT OR CONCRETE CAP SHALL BE 6 SACK MIX AND II ' 2500 PSI MINIMUM LEGEND W A L-MART PROPOSED 6"PVC 8 BENCHMARK BENCHMARK LOCATED ON THE NORTH FLANGE BOLT OF FIRE HYDRANT AT --SAN--0O EXISTING SANITARY SEWER UNE SAN. SEWER ENTRY I THE NORTHWEST CORNER OF TRACT B BASED ON CITY DATUM ELEVATION TO CONVERT L R-1 1 6-G R-O R C 0 '17.09 I TC L'S G S DATUM ADO 15 44 TO CITY DATUM ELEVATION-4740068 0 PROPOSED CONCRETE GUTTER PAN 330`LF-4' STM CO-7D 5 121,408 S.F. S' I � @3 PROPOSED COBBLESTONE DRAINWAY CONCRETE PAN F.F. - 4725.00 0 4 ID' W PROPOSED WATERLINE 0.50% I � CAUTION - NOTICE TO CONTRACTOR �l_� PROPOSED STORM SEWER LINE WITH MANHOLE AND INLET YW I EXISTING 21" u� B"PVC SANITARY SEWER THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF FE.S. FLARED END SECTION F> I EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY T8D STA.0.35 I COMPANIES AND.WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD THE INFORMATION IS CPP CORRUGATED POLYETHYLENE PIPE ADS N-12 OR EOUIVALENT 16.50 NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR MUST CALL THE LOCAL INV.OUT UTLITY LOCATION CENTER AT LEAST 46 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT RCP REINFORCED CONCRETE PIPE CLASS III STM INLET-4B I FIELD LOCATIONS OF UnUTIES. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO '^ I RELOCATE ALL EXISTING UTILITIES WHICH CONFUCT WITH THE PROPOSED IMPROVEMENTS SHOWN O CONSTRUCTION NOTE Z"o W 20±LF-15"CPP REFER TO ARCHITECTURAL PLANS ; ONTHEPLANS I 2 FOR EXACT DOWNSPOUT LOCATIONS lo' co cLEANouT a o i J 162±LF-8"CPP STM CO-5D 5 �¢ 5 STM CO-4D /1STM CO-3D /�ST_M CO-2D STM CORD 4 ry �� \f 4 a w Y IL N a ar TYP Oa N a 00 776'-LF"IB"RCP 145±LF-21" 3 STA.I+23 CPP / _ STA.5+50 LINE`B TA.6+66 _ TM MH-2B 3 ; 10' STM MH-I p46 1 MINLET-3B 6 STM CO 6 DIA. STA.STA.2+30 4' DIA 9 =� 5 STA.3+75 2 STM INLET-IS 40±LF-12"RCP / STM INLET-28 2 107±LF-21"CPP SCALE:I"•SO' FPROPOSED GRADE OVER CL OF PIPE 4725 oN 6 o ui +u: co 4725It! 13 ~to 4720 4720 _ p 3 SLF-21 R P 16 4.4916 -- _ A.1+99 L ia6 (INCLUDES E .S.) -TM INLET A Top s;• RATE•21. I 4 W Pipf A� of 4720 V OUT•20 09 4715 4715 m STM CO 7D - 00. Qye 11 A � UZ - - INV.•2 84 21"SANI ARY SEWE STA 0+37 \N FL.=16.88 STM INLET I OUTLETSTRUCTURE • (FIELD VERIFY) GRATE-20.8 TOP=18.OD LENGTH INCLU ES F.E.S.y+ 4715 LINE"A" I 1LI` BOTTOMe 3.83 4710 u INV. OUT•17.15 INV.OUT 14.33 W ISO LINE`C• STM CO- g RIM•22.8 iW Nt INV.•20.19 - IF o _. o N>L REVISIONS 4725 PRO OSED GRADE OVER F PIPE C ' 1 W N1' 1 # . I 6 _ v, I - -- - YIR +u f -_ 4720 11, 7 TYP. I _ ♦] to m ISSUED FOR CONSTRUCTION DATE JU LY L 19 1 (3 0.40 175±LF-21 CPP 88'LF_ W 0.40% p•{ % 145±LF- I"CPP a 0 40+b RCP 1 zl .h00V4 ISSUED FOR BID DATE JUNE 10. 1993 {p±L -12"RCP STA. 5 50 STA,3 75 ep LENS. LUO BOZEMAN, MONTANA WAL-MART 4715 .40% STM H 2B 4 D1 STM IN ET-28 LINE'B INV.IN.YY)=20.73 A .GRATE e i9 01 0 WATERLI ES srM INIH IB 4'DIA. ONSITE STORM SEWER PLAN AND PROFILE 18 MI .CLEARA CE INV.IN S)=19.89 INV.O =t9.t9 RIM•26.0 STA.6+6 INV.OIL T-19.89 STA.2+ 0 INV,IN-1&1 STM INL_E -3B $TM INL T-IB tNV.-OJT*1 r.58 Civil GRATE=2 .20 GRATE- 4.00 STIk.1+33 Ldnd -� PREPARED UNDER THE DIRECT INV Q1{T • MONTANA REGISTRATION NO t03g,7ERVISION OF �o1ft ✓tr `(LC/� Consultants,Inc. INV.OUT 18.6I P POSED 8 P I8 MIN.CLEARANCE P1anning;Eng,neer-ng LanG Surveying ' ��F 1" PP 0.4 % STA +43_ KORTD AREGIS REGISTRATION eoF aoMoRoao --- 21 S NITARY S WERn.zooD FOR AND ON BEHALF OF CIVIL LAND r Iew000.co+orA«,Na1�1 JO•NQ 838 !N. OF FI L VERIFY CONSULTANTS. FAAXc 7i,az3J.9 oE0.my A8 004 By ps cNK.sr KDM I pATjtJAN,1903 PLATE 1-SI NGLE PLAN AND PROFILE­NE 6 Dot THESE PUNS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROTECTED BY COMMON LAW.STATUTORY AND OTHER RESERVED RIGHTS INCLUDING "xm lE COPYRIGHT THEY MAY NOT BE WFRODUCEO OR USED FOR ANY PURPOSE MIT OUT THE WRITTEN CONSENT OF CIVIL LAND CONSULTANTS.INC C12 F a vz" PEesX PL OMnY WITH _ 1 1/2' • I TPA AHO WHOM OrTMX Purz PROVIDE TRAFFIC CONTROL SIGNS COMPLYING WITH U 5 DEPARTMENT OF TRANSPORTATION, HRouOH I' 0" OAWOT­O'lHIwHH ravor LONLRETLBAX*O FEDERAL HIGHWAY ADMINISTRATION'S MANUAL'UNIFORM TRAFFIC CONTROL DEVICES'. movla RELIEF TOP coraENSAraN euln UP 1I/2'R- 95N LOCAL CODES,AND AS SPECIFIED IN W AL-MART SITE WORKS SPECIFICATIONS TYP N•ou.00NCrtT[Fw EKA` �oLE RASE M AND BOLT PATTERN PER eat wYeR rrPLL -L_ II/2"R MAIurwlMfx a NE—MEra+rlON ��uoHr PRTUR[ORIENTATION IMF YTE.LAN TOP TRAFF�UNE NOT BAX PLAT[—NpE oRIENTATIDN TO NALPNGI iQ A SECTION B-B � TRUCK STOP 4 I/2' n T—L TAPENEO POLE PER SPfOPIpIXMl.ROLE 5•-0' 5•-0' sluu eE PAID,PLUM,rATH LEYELAa Tura. "'"["[ ENTRANCE II/2" YELLOW REFLECII`FF } TYPE 'A' HAawLEMTHOOVER —ROP—OPPOLE\ I TRAFnc Purlr CONCRETE CATCH CURB AqN SEE SPECIFICATIONS I I/2"R— DETAIL C -' B EMEREER, coTaucT°R! UNIVERSAL u.OX,.•.I I I/2'R 1 REIOAMr iN 2•_O• Q HANDICAPPED - V I PNOVIM r!p M s/r D OONfP TUBES rNTaucN - III NIONAGE \ I t O 1 PROMO AN PUFF F W111OM OONORErz BASE 10 I Y = / PRvna PEIIlr roP WROBAAIION HALO w NI ANOaR HATS I'W L Y Lola L r IaOx �i THIS EACH TYPICAL H[NIR!l Mi wASI1EM AIa I LOd WAlHeR 1 T s/r L IA COPPERMLD OROLNIO ROO CONNECTED •EAGH HANDICAPPED I I ro eOLNnYNT cnalro MTIE AT IxRolan L.IN of PARKING SPACE I I/2' 41/2' EAa 11 II ROLE a'GALVANIZED STEEL POLE i-OI TYPE'B' FARRH dAo[ 'Y A I I ( A YnNI a•LaRID ENRe[_M,AASD r I I/2"R � INTEGRAL CONCRETE CURB aur_ r �L I IJI r=sirr� Y-o' q'-o' _ ri =ui 4 I I II/2'R 'O -CI I I I I IT lx Bar arcxE �I -) 1_ — L1 I rl 'IP -IN 1 #: !.. •T—L I Ioww~� oolnlArulNGlrwD VEHICLE DIRECTIONAL ARROWS HANDICAP SIGN PEDESTRIAN CROSSING SIGN I I VEARnA NausaRaxc e.Aa NOT TO SCALE TYPE 'A' . � 3'mP) CONCRETE SPILL CURB OC I I ^ I DIA.MLYANI.) rOaTA� Isnxe.Yo rin7HORIZONTAL MIN ARN K R[LD `- TEAEOUREIceNTw 8 °IA.YqLMIx IreDYIDY T[D �11—WARE, Nor , wRgEI ATN,,,EwA<,a,,,,10,,,o ef,.l REEL.POLY «� :L: ONSITE CURBLTI IHEWE ENr IR rtT RRDr61 LE1G[IIDx FIRMPORT q Y'1TYP) JONr B REA lvEaNUTgN! iaT.xOurovrlrEr _ '._ ./.LA YUTf ' PLO rcwMwMK dAfTa oOIKfNrt ONHTIOx_ f/r L Ir I,OPrcRYhRID DROu_Roo LnrglEnEo ' _ ' NOT TO SCALE 2.0 DIA [CUPIYM OROIXEI PAY AT ORQMD lLo RP S ROLA it •::In' SECTION A-A III -- I I x.vx'wA.• •NaeD PIP[11OLLARD fTEEL 11LE[ —E — E.— viI mow rvn R PERHORE WITH VARIES,SEE PLAN eu ;RAPFIc COv,N NEANTRD T RMaYC ORR S rewoAlWPLAI[DMR //cox°NET[ AND ear q1 eURINEYRMT OorROI RIICE'D e[mrt VARIES IB 96 1097, alaLNfllw Lsa weLIDEo ATrwlYoroaROLNaPa Cue HANDICAP{- oINREI(oPROLE NOTE'. HANDICAP STALL LOCATIONS •'1. �1 90,sOl ARE AS PER LOCATIONS .I BASE DETAIL IN LAWN ON SITE PLAN OR LANDSCAPED AREAS [r 9 STANDARD s BOLT cosee aweeo ..0aaaa evu Ar.rcPAID To aeaw Roo /�� PPE-FILL w/CoNC b H PLAQSI NUT - HK"ES T 1 W MER u 1ilOORESS VARIES BASE � 2.O.BUMPER OR BASE DETAIL IN PAVED AREAS Sa PLAN Uven101f11 1 WA R x11-1 PAKI o PERIMETER PARKING AS LOCATED ON SITE PLAN.(DOTTED LINE M INDICATES CURB �I '� 13' 1 ANDaR ear�R eAae PLAre PER erEaPIEr,Tloxa - LOCATION) ONE I I I RAMP OF . laHeNIYR DIIour1 T/r INN.t1looraaruu `y. 60' 30/ROOFING FELT TIfL10lEA MrH EEIEs Ram•T Y• 7 PqI C� ITYP)PAINTED- — — NreD elxrlR rtRlr[ - AS DETAIL C ,yQ TRAFFIC YELLOW o Q ueeaD 1 BIER-aAcx alDa o CONCRETE •� 3,R R•MD ioaein'ei,oilluilTNP _ AT LITTe 3 W Ruax J VARIES / /rNIrE .O SEE PLAN / e•cffeouxo.xuYeeR - JJJ :ROY Llrf T I 'IN a wr wuPRESMVE STRENGTH cUCAETf WITH cPAOE a XIFMORGNG q'LO 0 9J' SEE DETAIL FOR f u[N ROR°I N NNr STEEL HANDICAP SYMBOL If - v[fTNIULE. e IFw.rin is PPfsfNTwHoIE Rfuolz efroRf PpmFp caAnfrE '7 NNE0 ISLAND-f0° - 18' 3"DIA.fALVAMI2L0 A x POINOATION SH+uHAVE A MMMLAI ALOWARE—MANNG OF>00!vX 31[LL POET (e TANDAND 1l111 Fq 1,01-1K I—ED FOR+O-ENVE--ONAwrAMuucaITEYYE PARKING AT 60° PARKING AT 90° urouT.0 s scNEO FOR+ORANUIM soa eAXO a«.wNluuu urEML XE 0rt•a --1E[e•1E ocruL SEE CITY OF BOZE MAN STANDARD DRAWING N0.02718 5 SON PRE�SSUIF OF, PX LRIuxWG AASMO FauRE I a aaAl of EMMOMEwr OF f,C OD o.f.I. POSTS WITHO TPA lows �00 rR rl ., xeeln SEE NOTE QG ON SHEET C14 S EYIo.fOLONGRLIE"NOGPp1TYU ARYTED TIWFILVEUOw DETALFORM wOHu•xEP".Rw TYPICAL STRIPING DETAILS .DOLT rnLLE allN! r IE BOLLARD DETAIL I NOT TO SCALE AISLE SIGN LOCATIONS AISLE SIGN NOT TO SCALE 60°PARKING PARKING LOT LIGHTING POLE FOUNDATION DETAIL �A1 F+NOT TO SCALE SITE SIGNAGE DETAILS f f\ NOT TO SCALE HEAVY DUTY STANDARD DUTY HEAVY DUTY STANDARD DUTY -- - _ J(_ — - CART Cd1AALS MLL BE PROVIDED BY wAL-MART,TO BE 33 6 5 L `- ASSEMBLED AND INSTALLED BY THE97EVIORK CONTRAC iCR 3, L H3 t4, -- - fi'RAD / ASSEMBLY INSTRUCTIONS: 19 1.PLACE BOTTOM PLATES APPROXIMATELY SEVEN FEET APART YELLOW REFLFCTYE CQ� ' / -- YELLOW REFLECTIVE H�U TRAFTiC PANT \ PAINT t� \ o I'-0'} h w w 2.ASSEMBLE «AnOsSo SHOWN. To SIGN FRAME w1TH FOUR Ba-s ASPHALT RAVING CONCRETE PAVING oI N 7 lie - -y� w J.SUP FINIS INTO BOTTOM SITE -`"'7/T•i CONCRETE PAVING-MOOT SPECIFICATION 501.01 PG.231 PLAN VIEW ON 4.INSTALL IN LOCATORS SHOWN ON yTE E PLAN. o� I?B'-5' 23'r ASPHALT PAVING-MOOT SPECIFICATION 401,01 PG. 169 ' � B' •YID STOP OAR - m ti� P ?; SIGN LEVEEING MDOT SPECIE CATION701.02(E)S P PG.517 SON FRAME A GRADE 2 Os \ I ® 1 1/21 CRUSHED SUB-BASE TYPE B,GRADE 2 o FACE OF CURB K MOOT SPECIFICATION 701.02(0)PG.516 O ` 917E>AILs MDOT SPECIFICATION REFERS TO 3" 1'-8' STANDARD SPECIFICATIONS FOR ONSITE PAVING DETAILS ear ROAD AND BRIDGE CONSTRUCTION J 1 8' LOCATIONS 1987 EDITION" NOT TO SCALE 51 2• L EOF PARKING SPACE BOZEMAN, MONTANA WAL—MART CONSTRUCTION DETAILS C'471RED IN LANE SEE PLN BOTTOM PLATES HANDICAP SYMBOL DETAIL `^�1 �w /v_ ✓iqn,: Civil NOT TO SCALE Land STOP BAR DETAIL �n1 CART CORRAL DETAIL Consultants,Inc. o G+ PlanrwlyErgwwferinyL+nd Surveying NOT TO SCALE NOT TO SCALE PREPARED UNDER THE DIRECT SUPERVISION OF RRsoE OTc dHow KURT D.MAHNKEN.P.E. S RR zaao [4og tog 636 ISK of MONTANA REGISTRATION NO 10353 E+IDIfAODD.Co —Rol'1 (7D7)TTo22� DIE&NY AS owis,NY CRR FOR AND ON BEHALF OF CIVIL LAND FAA(aro1 TTazagP CONSULTANTS,INC4 cm.NY KDM CAT[JAN,1993 THESE PUNS ARE MSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROTECTED BY COMMON LAW,STATVTORY ANO OTHER RESERVED NGHTS INCLUDING ^ �.- COPYRIGHT.THEY MAY NOT BE REPROOl10ED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF CIVIL LAND CONSULTANTS,MSC. V - TD CVRB R-Y I 5.0 Y BACa DF nvlL TM.([T a RATE'0A SKIER I'll I NiM1 1-0'CLl1R•LL ARWxO \) IN BELOW TOP OF NEW ME AVY DUTY MOHu4E«T BOX SIMILAR TO LAIRD EMG. L (0 PAVEMENT SURFACE HER O SOAOTYI .q v[RTI[4 a[oum[.I[xi } STALL Tn PAYING .INGI • n.DR.N,. STEP I r°D'KT.I..TNe(L/t M.LR M022L( /Mal Ll[R c[M1iuR10N STREET rA c a GRAVCL AS REOUm EO Ili[ q FACING BTREET \ PIP[ r SEAL JOINT WITH RAY-MEK 7 M , } R m r H[R Hri } It'•) ROUND CONCRETE SLAB uN SKIER-: 10.7 MI m m Hr[ G T m - O - _ .. ....: Oa11TIM P OST ER PAM� YTERM } M-YIN.® 1 x[w Nr[ B^pl ft[[YE SLIP 11 TO THREADED AOAITOR PARALLEL ARRAM6E4CNT [LlvA,IONi AS SnOIN rLAsrc T•r( STEP 2 [LCANOU! THREADED PLUG OM1 rl•MA OIt O.i ABM[ rpYF TNYLfIE TUBE .OJUf TABLE !<REF TVP[ IIIE ILAtTI[TAPE PIP(,a-PYc TOP Of CUR'GRAD[ \ /v 1 BOR WITH I.I. - GROUND LINE-, © 11 II l CROSSINGS 45• ;y ecwo Y-O MIN. .<r... .R..t.f t..a .•.n.,.ar rL. a.•at .. c S CONCRETE THRUST • r• ••�,• uxDlf,uRB(o " _ M1 STEP 3 Bloc%roc [ART« —mil`: •.,.-..`....r----''' - a..,.n.„ FIELD INSTALLATION- POLYETHYLENE WRAP coat R[,[ To aw.LINE STEP I-PLACE TUBE OF POLYETHYLENE MATERIAL ON PIPE PRIOR TO LOWERING THnva,clot% . IT INTO TRENCH. J STEP 2- PULL THE TUBEPI OVER THE LENGTH OF THE PE.TAPE TUBE 10 PIPE �.. �JO R[Ou�n[D.OR AT JOINT-FOLD MATERIAL AROUND THE ADJACENT BPIGOT END AND WRAP WITH TAPTUBE E TO HOLD THE PLASTIC CIN PLAL E_.t�• �s:iclFHo I T..a,...I,n•a.uw.....n.. lYn.-.4..r Lt.., Lq'1: weI A.AUXIIART STEP 5 E -OVERLAP FIR T 3S TU WI r•.•t..- BE WITH AA! T IAGENT TU BE AND SECURE WI TH PLASTIC 4A11 vKv[ ADHESIVE TAPE. THE POLYETHYLENE TUBE MATERIAL COVERING THE [ND OF LINE CL EANDUT •"•• •r•..r.....t,....... 'r w.rA E.wI••I r.r• .. .... •,..Y� �`` " ` PIPE SHALL BE LOOSE. EXCESS MATERIAL SHALL BE NEATLY DRAWN /IF E.�`����\ \"` UP AROUND THE PIPE BARREL,FOLDED ON TOP OF PIPE.AND TAPED IF AEOUIREO USE ItuG a..a r......I.......................w•.A.I1 A. MI cuaH YARD" rLA.G! giNT IN PLACE. NOTE POLYETHYLENE SHALL BE MINIMUM B-MIL THICKNESS (AWWA C-105) WATER AND SEWER MAIN CROSSING DETAIL A FIRE HYDRANT DETAIL CLEANOUT DETAIL NOT TO SCALE NOT TO SCALE C NOT TO SCALE POLYETHYLENE WRAP DETAIL I C CITY OF BOZEMAN STANDARD DRAWING NO.02713-3 CITY OF BOZEMAN STANDARD DRAWING NO.02718 4 NOT TO SCALE r CITY OF BOZEMAN STANDARD DRAWING NO.02722-9 -56 2_ PAINT POSTS vER-icAL ENCH WALLS WITH AS NOTED SHORING TOTR CONFORM TO OS%.A BELOW \ EXISTING STREET SURFACE REp£L2T EXC. 2%NST \\ NOZZLE -< 12' r MIN. SU...ADE OR GROUND SURFACE LB' O MIN. . 24� I1fi•LL OfTECTMIL /,' EXCAVATE➢ Hw TAPE,s•MAX. MATERIAL OEPM.("I'T.t) B BACKSLOP£AS SPECIFIED Jl TO C3NFCRK-0 3.S.H.A, I REGULPTIONS' W IFFETHAN I lESLOPEXC.INCEXCE-IER �nZ)ICH AIpiH.O.O.d AK PUJS['I GROUND LINE / FOR ROCK) Mw.INCH.AND.3.3' B REDUCER CURB CONCRETE(TYP) TRENCHA BACK; ILL 6' MIN. 9 1.0.HEAVY-DUTY STEEL PIPE NOIf. PROTECTVE BARR/ER FILL WITH 2O00 P51.CON[. V<OIS ilAKO ENITN POSTS MIY BE RE([//REO FLW SOME/NSIILt ArIONS 1, MAINGUARD 2"POST HYDRANT(6.5 BURY)- 5 ' CORPORATION STOP 12..' MUELLER H-15000 <^.r� b' 36" L�t�' ��K�pp py� ���rrrPPP,AAlpggl a/,MINUS WASHED b ' "may `yyl GRAVEL,2 CUBIG CAG1 '(•tA0/ MAIN FEET MIN. `: I O 2O QUARTER BEND COUPLING -TEE TEE (Plugged) BEND COPPER FLARE% M.I.P - MUELLER H-15530 TYPE K AN EALEO 21" 2 COPPER PIPE MUELLER H-15201 CURB STOP WITH MUELLER NOTE WHEN IN WSTABLE OR SOFT MATERIAL DIMENSIONS FOR THRUST BLOCKING H-10386 CURB BOX,STATIONARY ROO,AND TJEWCEAr A 2 BRASS SERVICE CLAMP FOOT PIECE _ -_ TRENCH WALLS SHALL BE BAC%SLOPED FROM R pT„y0 RL$W PLUGS AD'BEAD JYBEWD!WYE$ 11 I 1 TRENCH DOTTOH OF THE TRENCH. A2L5 A A A /2 MN0 MUELLER 16OW SERIES a1.R-ottnnyd.A.t..n.lt en•.ron-lre.zlnq. ••1[dr.lnf n. (TYPE I EXCAVATION)' D I D A a M , •6.5'Our I, T aR hydr.nt..111 De turnf.n.d 53� 33 11,a,2'TIP lnl.,.• n.turn...op In,left.�nA.of the wrk.nq Mrts anAll •SEE D.6.HA.SAFETY AND HEALTH REGULATIDI I$ D•P[Dronz'-tn-D...r.de•1..,•.d D .Ael.trot FOR CONSTRUCTION SECTION 1926.G]2. .ar.aR stn nP asgwone i.r.n.0 24IF: .na D.I t7r xst. •nAn D.mPX.e)R� THIS FAKE Ir BArlo ON IW PSI«AIN PRESSURE M And�.n.11 D.M.In.q•rd•> .��i.<evr.e Dy Kupt.r t< NOTE: POST Nor REQUIRED WHERE NATURAL BARRIERS EXIST. a.Iv mil KARING PRESSER( Toundry Ce., ft. ul.. .er Appr°v.d pu.1. PAINT POSTS WITH SHERWIN WILLIAMS FTTL7 MACHINERY RED TRENCH DETAIL WRAP ALL 0-ITTI4GS WITH PnTEFNTLENE. BLOW-OFF HYDRANT DETAIL ANT BARRIER POST DETAIL NOT TO SCALE NOT TO SCALE D NOT TO SCALE MONTANA PUBLIC WORKS STANDARD DRAWING NO,02221-1 CITY OF BOZEMAN STANDARD DRAWING NO.02718 7 CITY OF BOZEMAN STANDARD DRAWING NO.02718-5 x �1. .. .aeH•,I. O R[B.w AxprA - mp1 ny H ITT TED FIX. EART TH T .YS`b t )63KC cc IT THRUST KOC'.- LAND IT!,): KANp DI PDI 0 FIRED DFIRETE[ IP( HrE I OMR — eX Baer m<nor D' µ� - - ..7e I.•.nw. P- ;) e.c•,w R/B•u+[Iatvl. �n.�•�-7� LLL----- a =_ SE)WLY( t�I nG u,F I 6 r"Ix AS-B�T$ BY GASTON ENGINEERING k SURVEYING DDT / n COAT RODS NM'SORRUrT / T� (CERTIFICATION APPLIES TO AS-BUILTS ONLY) at XX�No r.I-So COA1HG MJ 01 c—I.I.IHr ANc• W11 •I �/ KANo "K IYpIMPWs—,.r• J{ REVISIONS -\ Dr..In102T SII Q THRUST BLOCK DIMENSIONS 5/4• Rin rain°•°°° all —training AS—CONSTRUCTED 1/94 thread trelnlnp rod,d, Conforming ing Q," •Lv[ Too rM on :Dora ISD.0 aoo nl to AST%A242-B1, installed in half ocl...Lla nn..nA *!oo na .: •: c y nB• •c- ]• •i 'c• ?• 'a' Y ••• •: t' wlKAN — Q the , ileIII nanae bolt holes p,N.IAdra.nn...m 1/2" •'B a' r-: a'-o• ['-o' a-o' IF e.._ r-o• r-o' ['-o' r.0 ra• r-o' r-e' !a' e'.Y NJ (Gyp), Where necessary, clasping C.n<r.l. e1«fie.IN,MP 4ma..a 1/2' (=o' r-a• e.o Y-: a=r r-o• r-: ex r.: Y-o' i-o' ['-°' Y-T' Y-o' i-o' ILA., lugs pipdes., a cc nit auc[Ele .ion E 1_ w,.In o2Tn-u ISSUED FOR CONSTRUCTION DATE J� : (DI) pip., and o tors.ng to ASTN ' 1/2 4• e'.f• a'-o' e'-o' Y-o•Y.o• r-: s -• 4-:I r-o' Y-o'11 A'-r B'-o' ('-o' of 536-60 shell be aced in conluacK ion ISSUED FOR BID DATE JUNE 10, 1993 HR[ with the restraining rod(. HOT(:P.T ..n..m.nlRn.11..<rH. ILn.1'..nnlnM,....'.,ub•. BOZEMAN, MONTANA WAL—MART NOTE: Pr.Mur.•NOR.aDor•Ora NI Toiling pr•••ura In system, THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6" VALVES AND LARGER UNLESS SPECIFIED BY THE ENGINEER. CONSTRUCTION DETAILS WATER MAIN LOWERING DETAIL (/ Civil CONCRETE THRUST BLOCK DETAIL VALVE/TEE RESTRAINT DETAIL NOT TO SCALE fI Connsultants,Inc. B E PREPARED UNDER THE DIRECT SUPERVISION OF P NOT TO SCALE NOT TO SCALE KURT D.MAHNKEN,P.E- U�cna'O Rol° 1 CITY OF BOZEMAN STANDARD DRAWING NO.02718-0 MONTANA REGISTRATION NO.103&3 Erp41000.Cdu'edo AO<„ Joe No 636 sH OF MONTANA PUBLIC WORKS STANDARD DRAWING NO.02713 1 AND NO.02716 1 CITY OF BOZEMAN STANDARD DRAWING NO.2718 8 FOR AND ON BEHALF OF CIVIL LAND 13D3)77O n3A DES BY AS DwN BY CRR CONSULTANTS.INC. FAX 1303)7To-zs1R CMK.BY KDM DATE JAN,1993 THESE PUNS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROTECTED BY COMMON LAW,STATUTORY AND OTHER RESERVED RD HTS INCLUDING /. COPYRIGHT THEY MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WRHOUT THE WRITTEN CONSENT OF CIVIL LAND CONSULTANTS,INC. �P STAND 11 CASTMG a COVER 4.6•DOWNSPOUT 5'AS NOTED ON PLANS ADa rici� WIRE SCREEN SLOPE 1/4"PER FOOT —� - -A o .' FOR RODENTS TOWARDS STREET_a Lim 100%_ 30 FE.5. ,L i°� 12"MAXIMUM HE 3/4"BASE MDOT 701,02(E) 8"SCHEDULE 40 PVC SEE NOTE NO.1 rA 45'BEND(SCH 40 PVC) WATERTIGHT CONNECTION 1/8 SEE NOTE O I/8 R _ 1/2"PREFORMED NO.2 (TYP.) nl JOINT MATEPoAL 1%MINIMUM SLOPE I..�A INTERKDIATE .. RISERS NOTES: 2-S ROUND RIVER STONE VARIAILC AS 1. FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE SDEDULE 2"-3'.•30% - REQUIRED 40 PVC. FOR DEPTHS OF COVER GREATER TWIN TWO l21 FEET, FLEXIBLE PIPE �•. 3�-4'•40% EXPANSICN JOINT MAY BE USED. REFER TO SPECIFICATIONS FOR RLLDWI<.E PIPE TYPES. 6 4"-6 ,so NOTE:ALL STORM MANHOLES 4B" 72•RCP SHALL HAVE CATCH BASINS IN L�_� AS SHOWN ON PLAN THEM- 2. A WHTERTIGMT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM CONTRACTION OR SCHEDULE 40 PVC PIPE TO ANY OTHER PIPE TYPE. SECTION A-A WEAKENED PLANE 3. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS JOINT ARE INSTALLED ON THE BUILDING, SITEWOt6r CONTRACTOR SHALL BE RESPONSIBLE FDR ALL WORK TO GO INCLUDING THE RODENT SCREEN. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FDR THE CONNECTION AT THE POINT OF THE ECCENTRIC MANHOLE RODENT SCREEN. MANHOLE DETAIL PERVIOUS COBBLE STONE DRAINWAY SIDEWALK DETAIL NOT TO SCALE A ROOF DRAIN DETAIL f�l NOT TO SCALE V NOT TO SCALE NOT TO SCALE CITY OF BOZEMAN STANDARD DRAWING NO.02722-3 ci [ o �-- W.. a 9--•1 4�� fs' ot•Rtss col.To I.R LMc N 0 Q L cws .... rxt TR.yt Tlax \ I \ C�O f tcNarx atr.ccx•Noawu cue Is rt.x .. - C�C� o sec,ox allo•Dept CWf Iror n..•w•tr ..° -co c[ ua O O '4 :♦ sccnoN mau ft e.o' • � s t i �i•JYoomx cuAs C�O R-Wx.l Ex'sksloN \ bo, TT co.,w"It...r [�YIN. A. JNXT \\\ e. O •NO fU.DA a[ \�\\`�` MJ1NP.1L CAS' NG '! deEQUAL 4 {' desserts AA J. a Dlio N °R carxa�o°u"e AIts e ° •'° CoxTA•[TgN JOi NT ILI�1. .' pC...'C •o°°oOc a'O••,�'•° wEW C.C.E. (�/- ' iwix, \\ oOe too oov[t suee•st a' q OA D a o . o'•°'YO 'Q•'o'e.° : 'av •_$ xo7cs o:A:.��o�,o°,e�;•°•,:Oe: o O e.P,o 1. Ad)uat ...holes upward with ad3,,t,,g ring, under I ame, I ��( . �y/i . �`°•\i�i ��/v •\`�\/� 2. Adluat manhol,du.....d by r,movinp or odding cons end barr.l NCNgne caw,•cr(o fufge•0[ racearY and replac Eng with sections of length required to r<As yr' match grad,. RAMP SURFACE TO COMPLY WITH ADA STANDARDS Y��T 1. Subgrad, or bass course compaction shall conform to section m :AMP OF BOZEMAN. .. 3. 5:ope manhole frame as required to matci. ,lope of street. 02330 M.P,W. Sp ecs..pies.. 196e ad.). 2. Contractlon ImI t.shall be PI...d at 10' Sntervale and ahall 4. Finsl manhole ..).at ment shall be mad,before pave nq. have a minimum deDeh of )/[" and minimum width of 1/B"" 5. All joint, between manhole secti[ns. top cone ad)),'tIng plus IN A.U. 3. 1/2" *,pension loin! mae•ria] •hall be placed at all P.C.s. tinge, and manhole 1nq he 11 be wa er tight. Join! terlal wIN..• shall be "Pam-N,k" o[ +DDr ov,d ,quaff. a V ruse l.7.a, Du[b returns and et Act more than 000' Snt.[val s. The Co.jwx E. Manhole ring and cover!hall be ad lua t.d to match final crown itl,l AR mated al shall extend through th, full depth of the and 9[ade at st e,t. Use Anderson Preca s: o approved equal = 7.�` �OTS curbnandn9utter. a concrete angled ed]ua:ment r1n9a to obtain required angle. �� NO curb and wTTCR ux[� IMP f!-B S'PREC45T BASE in p,ction br the C1 CYRtn91�.rall be por°has rieP o re nta ttiv.al tOrm MANHOLE ADJUSTMENT DETAIL 5. Contra. ,hall be Class M-4DCo. NOT TO SCALE B HANDICAP RAMP DETAIL r�l VALLEY INLET DETAIL H CURB& GUTTER DETAIL K NOT TO SCALE NOT TO SCALE NOT TO SCALE CITY OF BOZEMAN STANDARD DRAWING NO.02213-1 CITY OF BOZEMAN MODIFIED STANDARD DRAWING NO.02529-7 CITY OF BOZEMAN STANDARD DRAWING NO.02721-I CITY OF BOZEMAN STANDARD DRAWING NO.02528-2 III— —TO WAa—TN-Vw IX-- 1 Fr ' fKC W CUR[ I<-6 0. rACC W WITTER �'I It NEENAH -- A �"---------------- R-7512-B Cast Iron Pipe Screen for 12-inch Pipe i — - VIIN[uRf REIWx owcL.V1rN • _ VIrIUA�pRf V r«er«Ae�.d,e r ALEr As nC .xsa'grDRntp sew .uINTs v REr nuE •IC4 CVEH_ o w a•ttNtCRf aCWI,[p�IM rw monimVm Fre.drv�nOge ar[q w:m /�/ via 1rt't➢VER. EVERY iF[T Iw rC�MISi1xgN[Mftrr[R 4-6 openmq,xred ro preren,cloggrnq. r" `-�n-(i tL L f PLAN �,pWrH�ci vNi�EiHl:Is �y K Hla sIWBY ACB . CD ENGINEERING SURVEYING (CERTIFICATION APPLIES TO ASRBUIL ONLY) : e R-7512-e Width Is"is,12"Rips REVISIONS wwuw�ruuma •n[ Irt•K.,�1 .. ..'hl Id k he b.gTh I l i-h AS-CONSTRUCTED 1/94 .. • ... I inch T' CONTINUE C NC RFTE 10 OPenin9, 'P' L , PROPER LINE .vrt ra,p v.et omTa L VMIA�E I _ Si:n<hh H°le.Iw a"0 MIN. e.eeH, ISSUED FOR CONSTRUCTION DATE duly I ISSUED FOR BID DATE JUNE 10, 1993 SECTION A-A / BOZEMAN, MONTANA WAL-MART CONSTRUCTION DETAILS �n Civil Land CROSS PAN DETAIL CONCRETE PAN TRUCK WELL GRATE DETAIL Consultants,Inc. T C C I' ',y'Eng,neenng/Land Sulepng NOT TO SCALE NOT TO SCALE C NOT TO SCALE I PREPARED UNDER THE DIRECT SUPERVISION OF KURT D.MAHNKEN,P.E. !HBO E bcnara Roca MONTANA PUBLIC WORKS STANDARD DRAWING NO.02529-1 FO AND REGISTRATION CIVIL 7 AN EnghtSome w oo cd aerwD TDB ND. 838 sH OF FOR AND ON BEHALF OF CIVIL LAND (DRt)na22D. CONSULTANTS,INC. FAK(303)T>P2319 DES.BY AS DWN.er CRR CHK.BY KDM DATE VAN,1993 THESE PLANS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROTECTED BY COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING fe C COPYRIGHT.THEY MAY NOT BE REPRODUCED 08 USED FOR ANY PURPOSE WITH OUT THE WRITTEN CONSENT OF CIVIL LAID CONSULTANTS.WC C J 3 i OR LARGER r-FLANGE TO BE TNREADED ON STANDPIPE NOTE 8"FIRELINE CLASS 51 DUCTILE Y.I. TO FLANGE ADAPTORS NOT ACCEPTABLE TO SPRINKLER SYSTEM IRON PIPE(TYPICAL) BOOR SEE CONSTRUCTION STD. NO.o7579-13 I TYP 3 PLACES( FOR TYPICAL SECTIONS 1'-0"Tro ns it1on E'Pins'oo jdd MECH4LICA /4" MIN. R•dl RW,INSTALLED IN WALL PLATE, 5/Is- TJOINTALF Of THE AVAILABLE FLANGE MIN.. TNICKNES3 �r_O.H 3 MAIN OLT HOLES(TYPICAL( 2�T0 IRRIGATION ION � A 00 Integral CYFb A It I TA PING T Km[ lPI w,<a• I� ••BY O •BEND WITH THRUST BLOCK FITTINGS PER MANUFACTURERS OR INSTALLDETAIL AMD SUPPLY ' 1'a 1/4 L HATER METER PROPERTY LN fn•r•1l.tt•n ] f• -I -BA RIFCK LU DPRESS (TYPICAL FOR ALL 11 OOOO 1 1 '• BACK FLOW RISER CONFIGURAT KM151 / •E. 1 Q HOLES PREVENTOR LEGEND . 1 1' 1 r n- tn•,a• ! A•Auf la,n. FLANGED OS B T VALVE / .. 1 tn.if r.t lttt,n. • t ® J "* "• -.. low __.___ _. .___-....._ •N•11 M•VL 1,•t.a nw•.a amnNr N TT �T 1 I ctivh I wll•F f•i.•1.•tA.••r•1•.a lb tfr• �1 I I J •KN yNW�•„.a.+..in x..t♦'f n• '11 „•••aP •r•„y w.mw„w ) 2. All •aucN•rr.••.r•••catl s•rr.•.ntisn Reaucea P:ea•ure B•ckf]Pe- 11 11 1 :`•4 fn yn.11 b lLe•• •._••.txr f•rr en[fP --11 tl; r 24 MIN. 0 t•Bfc•tea onZ ��� 3. AprrC:11 > Fynrovea PI•nla) orrtnrrn c.1u.r,.re.na.a..ter< Removble Cuici«Writ% 1FLOOR____________ _____________________.._........... r i 8' LINEt _ 4�_0= 5_O„" BELOV GRADE"xl" 1/4" wr ... •tSTEEL BAR(TYP.) 8 FIRE DEPARTMENT WATER MOTOR n AA (aei=e • •ne•:e MECHANICAL P L Concrete 'Mel D m /W WF GONG -•>a. n.11.a•.tA.Fra.<.e 6.6 Op CONNECT:ON rin.r. a.aa.•-rr n..,t.. • mn. olNr_- Jh.be 35500 s1.c°rNCI;iWh• SIDE VIEW FRONT VIEW 4' CV A.s•.r uLr,M...fs.•...e .r)•<.•.e , evm O.C! sub—C—t q:� INLET a APRON LINE .a-r a.rtn.. A...«ti'. TYPE I PLAN VIEW i.. .<........na....n••n a ,n:[xxin so-BEND WIT. f. b ` THRUST BLOCK •.<,le. .rnl•et ur.r. NOTE:ALL VALVES AND FITTINGS TO BE 175LB.MEN, INLET APRON PLAN TRASH RACK DETAIL FIRE & DOMESTIC WATER ENTRANCE NOT TO SCALE CLASS IV STANDARD FIRE SERVICE LINE INSTALLATION G NOT TO SCALE J NOT TO SCALE P' NOT TO SCALE CITY OF BOZEMAN STD.DWG NO 02718 6C CITY OF BOZEMAN STD.DWG.NO. 02529-12 ri•«••w ....o N H,N•C.r•N•JE.AI, YCI J05 Ir•y, JOlA a•.•r,••IFCO 1T2 srn.....c•.,..A....• r,o TTx-9 co.•,. <•..,..n.11•o.•I NORMAL CURB _q„ I SECTION O„ i [ - B I OTHE 8. rn,M 41 y„N 1.1«Nn„•nn,».•cl, JJ 9 - I TO SPRINKLER SYSTEM c ""°°""'•'• •°`"• 7 sue3psE Couas[ •�' '��' (TYP 3 RISERS( - A.r er.na•».•r Pi aen» ,r r,r o B'REOUCED D. N.P •rtnl I„e„ ••'wl O 'Q 6't6.4/4 WELDED PflE SSURE aI N•ROy-wi or.•..ra f j _O _p WIRE FABRIC f. I w.•r�"T _ 75�. BACK PLO i o .»I°...no..<rre.,..•n.•.».,N Di..».«.nl A.. SECTION B-B If b r y�w PREVENTOIi ALARM VALVE SECTION A-A ro•1� ay.M'r T.' t JIL-L.ILL{.•I r I41 AI 1J 1 FT�-�s"' R[re«r _ G' P..w,l•„nIw<ra,.n..rr,n.nnu• ,( •r x[r - _ .TW•Ra c..0„ow°,.•ee�n }'.O'FOR SINGLE INLET POST INDICATOR VALVE t.raeK..»ASTr�enanm�pn fi•OFOR DOUBLE INLET n• rr r r TYPICAL SECTION E .p 1• re• {.' f•' F. C. Y Cc•T4. E'P'NR JOINTY F:r 8 a TII . s+«.aeon„•,nor...nm n« S'-O'TPaNST10r1 ON SEE CONST.STD, 4.w .moo.w« v s3. _ �. ••. TO FIRE DEPARTMENT „ q Cs»r rP an[ a•.aI••T••'n...., °.a„, BOTH SLOES OF ENLE7 _- °-,-m _ _ CONNECTION 9 r_ N0. 02T21-7 FOR cmwt•a.r.•.•••a INLET CASTINGS- orroe„.. np ,_ __ 6'OS BY VALVE- i :' ..H n.•r,•n.Il p•O.r` ADJUST INLET CASTINGS n.•..r. D E[S 1 G N w T A BL EP �-SuPPORT PIPE $ Nen«,ronN,N„..„«,ro.. TO caaoE. li• 2"MIN. '� 3 Pn,eu w ....4.i.-n•••R.•..e `••••wMr R.r.F-A•«-y-.t•r' Mr ,r <w w Pin •• N•r•La».yinlsuw '•':. i'.r:,.( , r1 -'r" NOTE _ .r. Ir nrua•,t O.N.I,P•n B �' 4 CLASS IV FIRE SYSTEM A i•cM•.HK.n N••, ,a,rwr GUTTER DEPRESSION I • [�� .i.A h •«.. .EE CITY OF BOZEMAN ° TO TOP Of GRATE B' FN L INE DRAIN LINE INTERIM FIRE SE INTERIOR FLOE RVICE POLICY ,cN•x y P incn•r. r Y CI'.nn•I .., I .r rr r•' �E 7 DRAIN SECTION A-A A.nr a c o, a DE SIGN EXAMPLE - A CLASS IV CONCRETE APRON SECTIONS FOR CURB INLET RETAINING WALL DETAIL FIRE WATER RISER n STANDARD STRAIGHT MANHOLE NOT TO SCALE n c NOT TO SCALE B NOT TO SCALE NOT TO SCALE H CITY OF 607EMAN STD.DWG-NO. 02722-2 CITY OF BOZEMAN STD.DWG.NO. 02529-13 .-[ J r nn J ,f Ir ..uLu•Tunna-lB� __ _ _._ - _ram u....�,1 ..<..r.. ».... c«........ r....l [..,„r..r.. nr 1�',.n.• } � NPIH„ \ • • �•, 21/2"REDUCED ;\� rH"• ` '1'• :'RESSURE BACK FLOW It 112"DOMESTIC ..LL -� Hay..u• CN LINE PREVENTOPIT 1 T olROlra¢ / a« [o „ur[•^ .•�.. .„„;� 3ECTION'A.AY• I ---cT- -- - to Rox-I•.n - •i x2112"REDUCER ..,...,n. - IF ff IT NEWT W rzzw SECTION A-A LL 7•„ - � BY O71fR3 DRAIN LINE 7•'^ -� I _ -'I ......I,ntra n.°prtus TO FLOOR DRAIN W' • iT.....•.arc:n L � x �-4'x 2'•TEE 3° AS-BtJLT3 BY GASTON ENGINEERING k SURVEYIN rl, CERTIFICATION APPLIES TO AS-BUILTS ONLY ,ti •y 2"REDUCED 2„ 4o �. PRESSURE ;?.... L REVISIONS PREVENrER 4 �; - - ;.x• °'� ° .��•.w AS-CONSTRUCTED 1/94 SUPPORT AS s[,« N„H.a.»i N' - u,.w 4 VATER NECESSARY ML rR 3 • 1.«N•.•a a �' _ - - _ y _ ,<.,.I. TOP VIEw ISSUED FOR CONSTRUCTION DATE FRONT NEW :�•:1°`�rl:ct -4'OS B . VALVE n" '. '- _ "— ISSUED FOR BID DATE JUNE 10.1993 ATTACHED 90°BEND 4' OR, (KENNEDY L MUELLFRI I• ";;'�;:;`•a;• BOZEMAN, MONTANA WAL-MART 2' TO IRRIGAT:ON # A ��pL ... H.•,.., '""I° " '�,'.• �.N'••„w „•-. ���,,� CONSTRUCTION DETAILS *FLUOR PLAN VIEW •�^„...«.. .. ..w. Civil SECTION B-B „,„..„,.a,.<„.. Land •� Consultants,Inc. OUTLET STRUCTURE DETAIL DOMESTIC RPZ SANITARY SEWER MANHOLE �, PREPARED UNDER THE DIRECT SUPERVISION OF BABOE or nwu Ruao Pa,­,O L,Ig—rv,g;LanO Survepr �ro, r, 1 KURT D.MAHNKEN,P.E. NOT TO SCALE NOT TO S(;AIE NOT TO SCALE SuO Z000 MONITANA REGISTRATION NO.10383 Ep ly I000,Cy°,eNp Rp,,, JOB N0 636 E�d FOR AND ON BEHALF OF CML LAND (303)770,223• DES BY CRDCONSULTANTS,INC. FAX(303)770-23A9CITY OF BOZEMAN STD.DWG.NO. 02722-1 CHK,BY KOM THESE PL SARE INSTRUMENTS OF PROFESSIONAL SERVICE ANDARE PROTECTED BV COMMON LAW.STATUTORY AND OTHER RESERVED R:GI<I S INCLUDING COPYRIGHT THEY MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE Va1RTT EN CONSENT OF CIVIL LAID CONSULTANTS.INC C 6 DIAMOND BLACK PANEL WITH rRI KroaAH+ � DI«ALA � WITH f RED REFLECTORS,!'• f IN / D� ROADWAY /MINIMUM 912E-NUMBER OF PANELS --— N � t 1q REOVIRID BY THE DIRECTOR OF PUBLIC SAFETY CURB WALK DETAIL 4e" MIN. I"GALVANIZED PIPE, SCHED,40 ROADWAY I I II II } ET IN TE GRADE i I ; P:PES S CONCRE so"—� --+I �.--6"TYP (TYP.) «. I YAM-J • SIGN BLANKS SHALL BE CCNSTRVCTION GRADE ALUMINUM,0.08 BOULEVARD WALK DETAIL INCH THICK, WITH ENGINEER GRADE RE III CCTIVE SHEETING. DEAD END BARRICADE DETAIL HYDRANT LOCATION DETAIL �1 NOT TO SCALE U A NOT TO SCALE ~ CITY OF BOZEMAN STANDARD DRAWING NO.02118 3 CITY OF BOZEMAN STANDARD DRAWING NO. 09810 2 _ p__. •. NOTE.SIGN TO BIF 'ONSTRUCTED , - r..r M`•, n•� IN ACL ORDANCE ISIGN PERMIT , A FOR INTERSTATE SIGN APPLI ABLE SETBACKS. `REy'C I I I w L__i B OOT}ERS [RD•,ni+Ia QYOTF�S INTERSTATE PYLON SIGN DETAIL RUSTIC RAIL FENCE DETAIL �� C NOT TO SCALE N01 TO SCAT E :11A.1 Op fA-1—IH POI FAIN+K.YN UAO ITANOARD/. ATTACK TO i NLAxaf 10 1[vAe ATOII PONT w 7A,I Nar-Ox'v MACX[n f Ylx. PONT UP .ALYAwt[C [ ITtlI rofT, fAlYAxIN[D 1'Ylx. /CK[0. AO 'Tt[L roIT, axm •D r ' REVISIONS W[D Y x M[If T : cONCR[T[ � AS-CONSTRUCTED 1/94 RIFN To rofT u COxCRIT[ITn,I S ITYP.I QADD RUSTIC RAIL FENCE DETAIL E 8/2U/93 StAii wm fN S/GN NEGf/L AtO.It S/GN ISSUED FOR CONSTRUCTION DATE DULY I, 19g3 199 ISSUED FOR BID DATE 3UNE 10, 3 INSTALL 3- [ uLVAxacD wemKunA \ ' Ik. BOZEMAN, MONTANA WAL-MART roLAITTP.1 s flDcxALa pNTo '.. ,ORAYE„• «. _ � 9 ��Z'" CONSTRUCTION DETAILS coxracnD * GERALD M. #g ': fufORAD[ v1LD 1 Wx..1i RINI f IOK 1. POUNOIT10R Ii TO LL[CYl _ :O .;;E+ CIVIL 4 YAx li[D IT[IL PIA,fIII TO t Fp/NOA/ OLIARAKC[ARORRD NCK PO.T v ut ' C 3 C Land �' 4�i L":.. OnSUIWntq,IDC. _ PREPARED UNDER THE DIRECT SUPERVISION OF r I Fng,neenng Land Surveying BdaO k rrna.n R,dr. KURT D.MAHNKEN,P.E. 5une zaXl SIGN INSTALLATION STANDARDS MONTANA REGISTRATION NO.10383 Fq1—c—d. I JOB No 638 Is OF `` AB-B LTS BY GASTON ENGINEERING ec SURVEYING FOR AND ON BEHALF OF CIVIL LAND (W31 rre 2234 D[s.er A S DW N.BY NOT TO SCALE FAX 1303177 �3d9 CITY OF BOZEMAN STANDARD DRAWING N0, 09810-1 (CERTIFICATION APPLIES TO AS-GUILTS ONLY CONSULTANTS,INC. �•_„�,,, IN ICHx By KDM I DATE THESE PLANS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROTECTED BY COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING C 1 7 COPYRIGHT.THEY MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF CIVIL LAND CONSULTANTS.INC. GENERAL NOTES 1 CIFIC CONTAINING WORK SITE SPECIFICATIONS CONFORM TO S E PROSPECIAL ECT PROVISIONS CITYSPECIFICATIONS FOR BOZEMAN N STA DMO CONTNNING SITE SPECIFICATIONS.SPECIAL PRONS10N5,CITY OF 802EMAN STANDARO (] P DRAWINGS,AS MODIFIED BY LATEST REVISION,AND THE MONTANA PUBLIC WORKS MANUAL I �-9O RAM - - -- - - -___-__ _ LATEST CODE$.REVISIONS. ALL WORK SHALL BE IN CONFORMANCE WITH STATE AND LOCAL I _ -_--- _ \ \, L--_------ �� � 2 ALL WATER MMNS SMALL BE DUCTILE IRON PIPED I P.I IN ACCORDANCE WITH AWWAC-151 ----- `ILL ' ` CIASS51 FITTINGSSHALLBEMECMANICALJOINTCOMPLYINGWITHANSI/AWWAGtt I/A21. ---- 73 O J FIRE HYDRANT ASSEMBLY INCLUDES THE FIRE HYDMOF.B�ZEM VALVE,&JNCH z 0271 X 6INCH TEE,BOLLARDS AND THRUST BLDCIONG.CITY OF BOZEMAN$TD.DWG.NO O2)1&4, N BTo 00'01"E �����° � ? \ \ S 72e DETAIL C SHEET C14 _ _ \ `6 4 DISTANCES FOR WATER UNES ARE THE HORIZONTAL DISTANCE BETWEEN CENTER OF I / » FITTING TO CENTER OF FITTING THEREFORE,DISTANCES SHOWN ON THE PLANS ARE / OUTLET \ \ APPROXIMATE AND COULD VARY DUE TO VERTICAL ALIGNMENT AND FITTING DIMENSIONS _ TflUCTURE 5 PROVIDE A MINIMUM OF 6.5 FEET OF COVER OVER WATER LINES. r r—— 6 MAINTAIN 18-INCHES MINIMUM VERTICAL CLEAR DISTANCE BETWEEN SEWER AND WATER DETENTION -`•6.3'I - LINES PER STD.DING 02713-3 DETAIL SHEET C14. - - \� W A I - POND \ ] MAINTAIN 115 FT MINIMUM HORIZONTAL DISTANCE BETWEEN SEWER AND WATER LINES. (� /A2 VOLUME- 19,262 C \ �� 8 CONTRACTOR SMALL LOCATE EXISTING VALVES PRIOR TO CONNECTION WITH THE EXISTING 2dx TILITY SYSTEM BUT SHALL NOT OPERATE ANY VALVES CALL 1-800-424-5555. _ 21" ESMT.(WA_I REQUIRED FINAL GRADE )-- 9 R IS THE CONTRACTOR'S RESPONSIBILITY TO ADJUST ALL WATER VALVE BOXES TO THE - j - �/`RCP 32.5'WIDE UTILITY SHEET: 12 EASEMENT(WATER 25�WIDE UTILITY RCp STAR MH-IB SEWER) EASEMENT(SEWER) r 10 THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL PROCEDURES FOR TM MM-S AS-BUILT NOTE/1)F STOR SEWER 4 *' +'.'. BK 14,PG.424 6"Dlp J DISINFECTING FLUSHING.AND TESTING AS NECESSARY TO MEET THE REQUIREMENTS AS _ MODIFIED BY THE CITY OF BOZEMAN. THE MONTANA PUBLIC WORKS STANDARD P1AN AND FJL�Q' __ __IL-T-NOTE- SPECIFICATION THIRD EDITION �4 EXIST, 21•SA11( pD� — — — — _ _ -- 11. ALL BENDS,TEES AND CROSSES SHA RE THRUST BLOCKED ACCORDING TO THE -_ 'O` _ —_ _ - C�- APPUCAR SHALL RE CRITERIA AND ATTACHED DETAILS ICNJ I 10'120'UTI Y IS. 12. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH&MIL POLYETHYLENE I PROPOSED PUBLIC I I ESMT.(WA ) n>- 6"PVC SANITARY LL F� (AWWA 0105) I STORM SEWER OUTFAL STM INLET— 6"DIP - SEWER ENTRY SEE SHEET C7B ISW W I I I I T.09 FOR WATERLINE N F I 1B CONTRA GOT SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND 7 DIMENSIONS OF VESTIBULE.SLOPED PAVING.EXIT PORCHES,RAMPS,TRUCK DOCKS, PLAN AND PROFILE t2„ PRECISE BUILDING DIMENSIONS.AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. NEW 6" Lg SEWER STM CO-ID DING $TM INL T-I p= 14 ALL FIRE HYDRANT$SHALL CONFORM TO ANWA C-502 AND AS MODIFIED BY THE CRY OF I W SERVICE IHYY.• BOZEMAN,STUOWGN002]1",DETAIL OSMEET CI 4.AND THEMpfTAHA PUBLIC WORKS O .J STANDARD SPECIFICATIONS,THIRD EDITION.SECTION 02718.06. I PROPOSED ad UTILITY B AFIRE SPRINKLER B"DIP Wi �_ EASEMENT SEWER n 15. FULL TIME ENGINEERING INSPECTION SMALL BE REQUIRED DURING CONSTRULTION. I I ENTRY 10.. 4 DI 1 LI W> 4" DOMESTIC WATER g OID5 Of 2 w 16. THE CONTRACTOR SMALL PROVIDE TEMPORARY WATER SERVICE TO WATER CUSTOMERS I I ' r7 SERVICE 4€METER/REMOTE E N IL w DURING CONNECTION$,CHLORINATION AND TESTING. I =I I I d ELECTRIC ENTRY (D 1], ALL SANITARY SEWER PIPE SMALL BE POLYVINYL CHLORIDE PIPE(PVCI CONFORMING TO I I r I - B TRANSFORMER $TM CO 2D A$TM DJro WITH AN SDR 35 RATING o I I TELEPHONE ENTRY- 18 ALL SANITARY SEWER CONSTRUCTION SHALL BE IN CONFORMANCE WITH CITY OF BOZEMAN I IANj MODIFIED STANDARD DRAWINGS. AND THE MONTANA PUBLIC WORKS STANDARD _ STM CO-3D Q SPECIFICATIONS,THIRD EDITION. I 1' (� ® ® W A L—MART 12" Q O 19 SANITARY SEWER PIPE AND WATERUNE PIPE SHALL BE BEDDED OR AS MODIFIED BY THE W I �f I I ' LR-116-GR-OR VIC Cm OF BOZEMAN OR MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,THIRD (n I W SEE SHEET C11 ` 121,408 S.F. z GI EDITION I - a STM INLET-28 a 3 XGO I b FOR STORM SEWER V F I I J 2 20 BENCHMARK BENCHMARK LOCATED ON THE NORTH FLANGE BOLT OF FIRE HYDRANT AT I I Nn. PLAN AND PROFILE _� _ I F.F. - 4 7 25.00 w 2 o � I THE NORTHWEST CORNER OF TRACT B.BASED ON CITY DATUM ELEVATION,TO CONVERT 0= Z I N TO USGS DATUM ADD 15.M TO CRY DATUM- ELEVATION.n4o.oae. w SEE SHEET C12 w g 1 Xm i o t! �, I XI SEE SHEET C78 FOR STORM SEWER 3O ; W N CAUTION- NOTICE TO CONTRACTOR FOR WATERLINE 0: THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR EIEVATION OF Z I I \ PLAN AND PROFILE D B•T�I.p PLAN AND PROFILE I N F EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VAFIKUTILITYK1S UTILITY �N'44"P6-4P� I 3 COMPANIES ANO,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD.THE INFORMATION IS I ABANDONED STM CO-4 D PVC LL LJ NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.THE CONTRACTOR MUST CALL THE LOCAL REFER TO ARCHITECTURAL d FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO \ N Z UTIUTT LOCATION CENTER AT LEAST 4B HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT 1 I I ' I . PLANS FOR C ACT V CI RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS B CONCRETE PAN I aL 15 DOWNSPOUT LOCATIONS 2 I . ep (30'UTILITY EASEMENT STM CO-50 NOTE_To wALMART SPRINKLER CONTRACTOR. U j �,J L_— L ,_J $TM INLET-48 THE FOLLOWING FLOW AND PRESSURE DATA HAS — — _ TM 1 I I GAS METER AND ENTRY 12 ~ SPRINKLER NK ER RISER CALCULATED FOR HE BASE OF THE M-GMT NOTE�Q 0 " VC FFE- 4Y250 STM INLET-3 90 OO OO _ "RCP R=210.00' DIP STAT C PRESSURE- 125 P5 N1) ABANDONED MANHOLES: - - -- - L><329.875 3 RESIDUAL PRESSURE- 121 PSI REMOVED RING N COVER. FILLED I T 4 H - - - — CANOPY TRUCK 1 MM-28 O 20)60M FLOW WITH GRAVEL, CONCRETE LID, k _ 10"SAN. N 10 R I DONED WELL UTILITY EASEMENT PAVED OVER. iawir. BA 1 ER — - — L.f1171E` a B~ M =�� _ SAN.MH - OfP STM MH-2 — — — — - - - .Ajk 6"DIP I TBO • 5- t0 I (WATER) p2) SEWER MAIN: L - qCp, FIL ` GARDEN CENTER ID p O 1 AS-BUILT BUILT C88 FOR SEWER 15SMT(TILITY y I SEE SHEET C7C MAINS CONSTRUCTION. n I SEE SHEET C9 $TM MH-4 S�IT.(Y/ATE I STM CO-6D FOR BAXTER LANE / ` / STM CO-7D B"pvc FOR WATERLINE PLAN AND PROFILE (SEE AS-B 18" �� iie "j `p B"CPP ; PLAN AND PROFILE II r UTILITY r 6 G G NEW EASEMENT IS I It �As NE1EI1 CONTRACTOR TO PROVIDE EASEMENT IS"RCP STAR INLET 9 a TEMPORARY WATER SERVCE (STORM SEWER) w Cie ` G/ 4 CONCRETE PAN c NOW 40' FROM I In 1 _ r - PROPERTY LINE, 40 I I 'j.til = 18"RCP 40' UTILITY _ �30'SLOPE AND UTILITY r am' REMOVED 10' SECTION \ STM I T EASEMENT(WATER) a OF EXISTING 18" ,STM IN I EASEMENT SAHIJY SEWER PROPOSED 30 UTILITY 30� UTILITY �I - � EASEMENT(WATER) Io UTILITY EASEMENT STAR EASEMENT 'ml AR MH-I BUILD � EASEMENT 1 _ I N DIG 16'308E � — - -_,I,-- -- - SEE SHEET C7A W - - _ 10.93' _ _ _ __ _ __ - - - _ _ PROPOSED ELECTRIC 10 s FOR WATERLINE R. _ 182? E 8-s SERVICE ROUTE PLAN AND PROFILE $ NEW 18" SAN. SEWER j lI w _ N 89"43'30"W T 469.97 IN FIFTH AVE. AND Z L - - - - - - -coNHECTS"WATER TO NEW 10"SAN. SEWER - I I I - - --10'UTILITY EASEMENT — SCALE'1"•50' L.. _ _J t 3 BAXTER LANE LLI ; EXISTING 12'WATER IN � �II -� 30' UTILITY_ W.OAK STREEr III I NEW 18- SAN. SEWER 30 X 50'GRADING AND EASEMENT Q UTILITY EASEMENT REVISIONS (STORM SEWER) LEGEND STM MH-'A AS-CONSTRUCTED 1/94 EXIST.TELEPMONF LINE 11.. EXIST.WATER LINE Lam- IS: ISSUED FOR CONSTRUCTION DATE D4 EXIST WATER VALVE � d '� ISSUED FOR BID DATE JUNE 10,1993 —i— EXIST.4A5 LINE TEL— —�El O EXIST GAS METER BOZEMAN, MONTANA VIAL-MART EXIST.SANITAR,SEWER LINE !)O1® EXMT —NIX � ^T���� OVERALL UTILITY PLAN }-_ -M PROPOSED STORM SEWER W/ $,M _ '*(//JGERALD?,4. MANHOLE AND INLET L`'- `I CIVII PROPOSED WATERLINE W/ - W FIRE HYDRANT AND VALVE W W. yE _IN Land '� Consu110015, Inc. —E/T— PROPOSED ELECTRICAL/ PREPARED UNDER THE DIRECT SUPERVISION OF 9 Ero 9 Lona SV VF,Y q TELEPHONE N /`A' � Plmnln inaarin —B— PROPOSED GAS LINE -EEC EL_C --FLE ELEC --ELEG - - I- ■ 1 ♦ KURT D.MAHNKEN.P.E. 8460 E OMhGId Rood ( MONTANA REGISTRATION NO.10383 SNAP 2000 JOB No. 636 $HT. OF W. OAK STREET AS-BuILTS BY GASTON ENGINEERING SURVEYING FOR AND ON BEHALF OF CIVIL LAND 'r) 7]o-2 80111 DES. BY BOW DWN. BY Ps (CERTIFICATION APPLIES TO AS-GUILTS ONLY) CONSULTANTS,MC. TAX(303)770-2340 CHK. BY KDM I DATE JAN,1993 THESE PLANS ARE I NA NSTRUMENTS OF PROFESSIONAL SEFMCE AND ARE PROTECTED BY COMMON LAW,STATUTORY AND OTHER RE,'ERVE RIG HTS GHTS INCLUDING COPYRIGHT THEY MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WHITEN CONSENT OF CIVIL LAND CONSULTANTS,PC FOR GENERAL NOTES SEE SHEET C7 LEGEND OM I F ACTION NOTE8 O REMOVE EXISTING CROSS,EXISTING 8'GATE VALVE AND 601 LF OF EXISTING 8•WATER MAIN EXISTING GAS LINE INSTALL NEW PIPE AND FITTINGS AS SHOWN ON PLAN k PROFILE. RETURN OLD PIPE AND FITTING TO THE CITY OF BOZEMAN. EXISTING TELEPHONE LINE CAL1110N-NOTIOE TO OONTRACTOR O CONSTRUCT 8-INCH RESILIENT SEAT GATE VALVE AND BLOCKING PER CITY OF BOZEMAN EXISTING ELECTRICAL LINE S1D.DWG.2718-1,SEE DETAIL B,SHEET C14. W THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR \ ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON —G PROPOSED GAS LINE O3 INSTALL RELOCATED VALVE AND CONSTRUCT 90'BEND AND THRUST BLOCK PER CITY OF BOZEMAN / RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE STD.DWG.02713-1 AND 02718-1,SEE DETAIL B,SHEET C14. MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE T PROPOSED TELEPHONE UNE Q - REUED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL O4 CONSTRUCT 22-1/2'BEND AND THRUST BLOCK PER CITY OF BOZEMAN THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY E PROPOSED ELECTRICAL LINE STD.DWG,02713-1 AND 02718-I,SEE DETAIL B,SHEET CI4. T TA. 1+27 EXCAVATION TO REOUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES 1 3 CL STA 2+35 49, 11T00 Lt. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING SANITARY SEWER O CONSTRUCT E. z "8"TEE AND THRUST BLOCK PER CITY OF BOZEMAN STD.DWG 2718-8, SEE DETAIL SHEEEE T CI4. EXISTING UTIUTIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN Z 2 EISTING WATERLINE W/VALVE © 8'x 12"TAPPING TEE AND VALVE THE TAP TO BE DOME BY CITY OF BOZEMAN. STA. 5+09 EI05TNG STORM SEVER CONTRACTOR IS RESPON98LE FOR ALL OTHER ITEMS OF WORK AND COST OF TAP. a1if4 - CL STA. 6+16.39, 11.76 Lt. 21�yPP PROPOSED STORM SEWER W/MANHOLE O7 UTILITY CROSSING CONTRACTOR TO VERIFY DEPTH AND LOCATION PRIOR TO W EXISTING UGHT POLE O8 CONSTRUCT 45-BEND AND THRUST BLOCK AS PER CITY OF BOZEMAN STD.DWG.'S 02715-9.02713-I. /^ AND 02718-1.AND SEE DETAILS BAND H SHEET CI FOR VERTICAL BEND THRUST BLOCK SZE Co PROPOSED WATERLINE W/VALVE k BEND AND ANCHORING DETAIL. 7 STM INLET-3 O EXISTING POKER POLE REMOVE EXISTING FIRE HYDRANT ASSEMBLY AND RELOCATE PROPERTY TINE VALVE Z TO STA 1+27. REPLACE WITH NEW FIRE HYDRANT ASSEMBLY PER CITY OF BOZEMAN STD.DWG. 7 EXISTING FIRE HYDRANT 02718-4, SEE DETAIL C SHEET C14. RETURN OLD FIRE HYDRANT ASSEMBLY TO THE CITY OF BOZEMAN. 7 2+00 291 LF 6 .I. .3+oo 4+00 5+00 SY' \ O SEE CONSTRUCTION NOTE ® BENCHMARK: BENCHMARK LOCATED ON THE NORTH FLANGE BOLT OF FIRE HYDRANT AT THE NORTHWEST CORNER OF TRACT S.BASED ON CITY DATUM ELEVATION. TO CONVERT 27t LF 8' D.I.P. "sr F @• STAR MH-2 TO USGS DATUM ADD 15 44 TO CITY DATUM. ELEVATION- 4740-068- (NOTE)THIS BENCHMARK HILL HAVE TO BE REFERENCED AND RE-ESTABLISHED PRIOR TO RELOCATION OF FIRE HYDRANT as STA 0+00 BENCH MARKAIRE HYDRANT BAXTER LANE NORTH FLANGE BOLT F(LE, RE-ESTABLISHED) 9 o STAR H-4 TO,BE RE-ESTABLISHED) TA 1+A. NORTH ANGE EXIST. CROSS) 4. 6• 1 - CL STA. 2'35:49, 16.53 Rt. SIM p D.P CL sTH-a oAK unuTY INLET-2 ! 9 >,CL STA 12+40.40 o aD CONTRACTOR TO PROVIDE EASEMENT ` // - G / ,awns 1 2 TEMPORARY WATER AF,..+A�.y�,Fr..� � SCALE: I"-so' ' 8A DURING CONSTRUCTION, '"'""" I H- N. FIFTH AVE. R 8 I TESTING AND CHLORINATION ABANDONED y p 18" SEN£R MAIN ABANDONED-'� 7 G -DITCH 20'WIDE UTILITY STA. 5+94 STAR INLET-1 456t LF 8' D.L—Pam— EASEMENT.I,C ----40' UTILITY - CL STA. 6+98.32, 5,28' Lt. 4 = SIM MH-1 IL EASEMENT r® _ 2 STA. 7+00 AM STA. 1+00 SHT. C78 W 8 E� SEE SHEEETOS C11 C122 SED STORM DRAIN, �, 7 E Cl STA. 8+00.87, 10.00' Lt. LL' _ �30' X 50'GRADING AND SEE DETAIL 'A', THIS SHEET H-1A UTILITY EASEMENT Z 79' _- eo :e D TA ed 5 4 STA. 8+50 MATCH LINE SEE RIGHT SCALE: 1--50' STA. 11+56 (EXIST. 12' WATERLINE) 6 I Y f CL STA 12+55.25, 11.00' Rt. < DETAL 'A' NOTE- WATERLINE MUST BE EXTENDED, CONSTRUCTED, INSTALLED, INSPECTED, I 0 CERTIFIED AND ACCEPTED BY THE CITY OF BOZEMAN PRIOR TO THE n.t.s. ISSUANCE OF A BUILDING PERMIT. 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 0+06 1+1b - -- - - - EASTIh GRADE _ 4740 OVER PIPE - - -. _- - 4740 ----- -_-- t ---- ---- --- - STA. 4_ -4�- - _ - -- - - - - - - - -- -- - U CRAG - -- 4735 -- - — — - - - —MER CL —- - 4735 MO H — STA: REMOVE E18ST.8' G V. - SED GRADE -_ -'- - --- 1FTER_- - �i 7+26 31' X 51' RCPASTORM DRA STA 1+00��PROP L PIPE F. SEWER t ONSTRUC71E T. 0' - -- - -- A.5+44 W STORM RAIN — -- -- - - R T N C LEA SEWER E - _ _ _ STA. 1+7 8' VCP 5 ,- EXISTING 8' WATER LINE _ A,- - - --- - --- -_--- 18' M(N. CC VE a STA 0 6 - - - - _. — - __ - - - - - _ -- - — EAST. 1FAT1R NDIN LJ- - - - --_ - - (RELD f211FY1.-- 4725 --- STA +94 - --- SEE TAIL 'A' __ _- -- _._ --- - _ STA. 11 56 - 7 297 - - - - M TO DEFLE —- - -- - INSTA L NEW -- - ----- - - - ---- - - -- - - - FIRE RANT. - - - - -- --- PIPE TO UFACTURE ----- - - W AOE - - -- - -- -- SPECIFICA S OR USE 4720 -- - 4.LP. - - VERTICAL ND& - - _. --- - REVISIONS A.5t _ -- - - CONSTRUC D O STA 20 8 4715 2Dt LF � AS 1/94 t LF - 8 .I.P. VAL a,. — CONSTRUC D O STA 4 23 - -- _ _. ISSUED FOR CONSTRUCTION DATE: JJLY I 3 -- - --- ---- - ISSUED FOR BID DATE: JUKE 10 1903 -- — - rJQ; `>� BOZEMAN, NONTANA WAL-MART —- - --- - WATERLINE PLAN AND PROFILE Civil 4705 -- - Land - - Consutfanh, Inc. -- -- - - PROFILE SCALES: - - P1m Iny/Engk)*w"Amd Sur *g --- Lmdwope Arc ftKturs -- -- -- --- - 1' - 50' HORIZ. - _ ---- - PREPARED UNDER THE DIRECT SUPERVISION OF -- -- - T9 BY GA ON ENGINE ING&SUR e4do E.armarM Road --- -- - - 1' - 5' VERT. -- KURT D.MAMNKEN,P.E. Silt.200( JOB NO. 636 SIT Di -- - - - - CER FICATION A LIES TO AS GUILTS ONL ) MONTANA REGISTRATION NO.10383 Enye.00a.C.Mrado ep", FOR AND ON BEHALF OF CIVIL LAND (30.T)770-2234 DES.BY: RDK DWN.BY: RDK CONSULTANTS,INC. FAX(303)770-23M 111 CNK.BY: CD DALE: J 8 3 r + »eI 1 M VlANS ART NSTAUMIIA4 6 Fewas9alAt swwa Ao.A[FIMTECTFD eV tDIMDH LAW.STATUTDeY AHo OTNU1 R[5[]iYTD - v C C—WT TH[ANY K MAY N eMxuO.w^7A CDPMn TNFY NOT REPMmIKD]OA USED fW M1ISeR IIIMTIOI Co11[OYT T'CIVIL [�1LT1NT$, �I FOR GENERAL NOTES SEE SHEET C7 CAUTION-NOTICE TO OONTRACTOR CON8TFMTM NOTES W W THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR Oj CONSTRUCT B-INCH RESILIENT SEAT GALE VALVE AND BLOCKING PER CITY OF BOZEMAN Z ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS 15 BASED ON CONSTG 2718-I.SEE DETAIL B.SHEET C14. RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE X MEASUREMENTS TAKEN IN THE FIELD THE INFORMATION IS NOT TO BE O CONSTRUCT 9p'BEND AND THRUST BLOCK,SEE DETAIL STUFFY C14. RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL Q J THE LOCAL UTUTY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY O CONSTRUCT 22-I 2-BEND AND THRUST BLOCK,SEE DETAIL B.SHEET C14. EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES. / IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO RELOCATE ALL ®EXISTING UTILITIES WHICH CONFUCT CONSTRUCT 71-1/4'BEND AND THRUST BLOCK,SEE DETAIL B,SHEET C14. — WITH THE PROPOSED IMPROVEMENTS SHOWN. SEE SHEET C7A OS CONSTRUCT 8".B'R B-TEE AND THRUST BLOCK PER CITY OF B02 .STD.DWG 02713-1, b zs 0 z+ �0 SEE DETAIL E.SHEET Ct4. © CONSTRUCT 8-R B-N 6.TEE AND THRUST BLOCK PER CITY OF BOZEMAN STD.DWG 02713-1. SCALE 1'�50' II //v`�"/� SEE DETAIL E,SHEET C14, ' II C X� UTILITY CROSSING CONTRACTOR TO VERIFY DEPTH AND LOCATION PRIOR TO V CONSTRUCTION. ��qq SD la D 26 66 N. FIFTH y , �//� O CONSTRUCT FIRE HYDRANT, VALVE WITH BOX.AND THRUST BLOCKING PER CITY OF BOZEMAN SCALE: 1'-50' \ STD.DWG 271AS-4 AND STD.DWG.02718-5.02718-3.SEE DETAIL C AND C.SHEET C14, y� Z AND DETAIL A SHEET C17- AVE. �Q STA. 1+00 = STA. 7+00 SHEET C7A W =N w /q 7, Q• , 5 W* LL ` / nO O CONSTRUCT 45'BEND AND THRUST BLOCK AS PER CITY OF BOZEMAN STD.DWG.'S 02718-9. SEE DETAIL "A" SHEET C7A 6 0L w \ 9 02713-1,AND 02718-1,AND SEE DETAILS B AND H SHEET C14, y 6a < W Ml <a o a \�" QO PROVIDE HYDRANT BARRIER POST PER CITY OF BOZEMAN STD.DWG.02718-5. U " D.I.P. 9 3 STA. 1+95 =_ STA. 8+83 LuU 20'x 20' F 4 15'X 20' rj .6 2 L.� > <O 11 BENCHMARK: BENCHMARK LOCATED ON THE NORTH FLANGE BOLT OF FIRE HYDRANT AT I{O�yfL FIRE Nw' F^ ~ 3 �H� THE NORTHWEST CORNER OF TRACT B,BASED ON CITY DATUM ELEVATION. TO CONVERT 42 RCP V, EASE rj» .fj wW 7 Fr p< 25� FIRE LANE ?U�q EASE TO USGS DATUM ADD 15,44 TO CITY DATUM. ELEVATION-4740.068. \ N ] 3 CP 8 NOTE: BENCHMARK TO BE RE-ESTABLISHED SEE SHEET C7A. ' \ 6 34t LF 8" D.I.P. V � C4 3 Nm 00 21t LF 6" D.I.P. r 2 STA. 11+50 11 J 1 7 1 \ m•\ 29t LF 6" D.I.P. Q\. . $+00 7 — — —L+ —� — — L— — - _� 7 O 6 220t LF 8 D.I.P. eg 84 vzzzzzzz to x 20' •I_ + t0+ - 8 D.I. L EGM 2 3+0o rb'� IN < FIK HYD. 04- -�'s- �+o0 9-az- - -2a S- — 15 t LF 8" D.I. p E —C 50t LF 8" D.I.P. -G— — Ewsnnc GAS LINE 25t LF 8" D.I.P. 14• + 8 15' 40'UTILITY — —T EXISTING TELEPHONE LINE STA. 4+29 `� EASEMENT 1 3 U a 20t LF 6" D.I.P. STA. 6+49 WAL-MART 6 STA. IO+IO — —E— — EXISTING ELECTRICAL UNE STA. 3+73 ~ \ 6 STA. 12+00 MATCH LINE SEE SHEET C7C 3 4 ^ /��J / LR 116-6R-OR NEW 8" —G PROPOSED GAS LINE STA 2+20 W 1O.J 21` SEWER 121,408 S.F. EDGE OF ASPHALT FIRE LANE. 6 MAIN ABANDONED FF 4725.00 -T PROPOSED TELEPHONE LINE W WAL-MART STA 6+00 MATCH LINE SEE LEFT sERNCE —E PROPOSED ELECTRICAL LINE w LR 116-61II-OR 121,405 S.F. EXISTING SANITARY SEWER FF 4725.00 7 - -8"W-per EXISTING WATERLINE W/VALVE F -STM- - EXISTING STORK SEWER R 21-DPP - PROPOSED STORM SEWER W/MANHOLE EXISTING LIGHT POLE PROPOSED WATERLINE W/VALVE k BEND EXISTING POWER POLE EXISTING FIRE HYDRANT O SEE CONSTRUCTION NOTE 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 4735MATTF- - - - -- - - - - _ 47 35 OVER OIL PtFE - - - - — (FOR SCAPIN ) - - - - -- - -STA11 4730 - - - - - - TA. 10+55 2Y"EPP SEWER - - - - - - - - -- 4730 --- -- -- - FH _ - - - - - Ulm -----. /-PROPCSED GRIA&- - - - -- - _ SFA. 6+73 T - ABA ED AFTER CONSTRUCT!ON - - - -... - -- 4725 - -- - OVER L PIPE - - - 5 - T - - - o - -- - 4.720 - - z -— i - - - - - -- --- 7 20 - 7-9tF -- - - _- - - -- --- 561 LF 8"D.I.P. 1 - -- --- ---- - --�- _ - -- STA. T+OG 163t LF " D.tP. 2 LF E"D - - 4715 S - ---- 220t LF e" D.I.P.DP _ -- D.T.P. F-- - STA- +95 -- _ - - --- -- - -- - - 50t LF---.- ----- - STA 4+ - - -E+49 4710 - -- - 3 4 ; .-0.LP. STA. 10+1 - -- A. 11+50 - 4710 - - - -3B*-,LF STA 6+ - STA 3+7 �7A 1D+4H - +olMTssce - REVISIONS -- -- - - - -- 3 LF 8- D.t. . LF e" D.1.P' -. AS 1/94 47 z:tF e`0.1.�. AM- -- - -- 9 TA 6+63 STA 6*93 — - STA. 40+ 50 L F Er nip -- ISSUED FOR CONSTRUCTION DATE. -IOL 1 1"-3 __- - - - - �- - R nn„ ISSUED FOR BID DATE: JUKE 10,1993 BOZEMAN,MONTANA WAL.'-MART -- WATEAL114E PLAN AND PROFLE Civil - = Land - - _ _ Consultants, Ina. - PROFILE SCALES* - _ _ - - Plannin9/En9FMrp/Lond S—yin9 1` >• 50' HORIZ. - PREPARED UNDER THE DIRECT SUPERVISION OF Land..pe ArcNlbatur. - --- lliTB BY GASTON EN INEERING do VE 6 E OrOad Rood 1" - 5� VERT. - KURT D.M E STR,P.E. - - - - -- - -- -- ( ,L-,L CATIOII APPLIES T AS-BUILTS LY) FO AND RESTRATION NO.ta38N rS�"yK.2000 jM70e 2234 e0t 11 '�No. 638 OWNSHT OF FOR AND ONO BEHALF a CIVIL LAND (3a3)77o-22Ta DES.BY: Rpc OWN.BY: RDK CONSULTANTS.INC. (A%(30J)n0-2348 CHK.BY: CD DATE 3125 93 + DM ue-oxw2 11[SE PLANS ARE NISTRUNENTS a PROrC59WAL SERVICE 1 ARf VF.1.BY CpYM LAtR.STA T T AND Ol,[R RCSERIED RI- NtlLOR,f aPYR14Ni MEv NAY Kai BF R[MOOUCfD OR USED r011 ANY PWPpSE MTNWT TIC WRITTEN CONSEI,i(i OWL LAND CONSULfAN15.INC. C7B FOR GENERAL NOTES SEE SHEET C7 5 LEMM 4' SEPARATION CAUTION-NOTICE TO CONTRACTOR COWWWCTM NO1= THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR O CONSTRICT 8-INCH RESILIENT SEAT GATE VALVE AND BLOCKING PER CITY OF BOZEMAN G— EXISTING GAS LINE 9 ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON STD.DWG.2718-1,SEE DETAIL 8,SHEET C74. RECORDS OF THE VARIOUS UTILITY COMPANIES AND.WHERE POSSIBLE -- T— EXISTING TELEPHONE LINE 1 MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE O CONSTRUCT FIRE HYDRANT,6-VALVE WITH BOX.AND THRUST BLOCKING PER CITY OF BOZEMAN E - EXISTING ELECTRICAL LINE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY STD.DWG.2718-4,SEE DETAIL C.SHEET C14. 8" W a" W EXCAVATION TO REOUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES. O 12-X 8-TAPPING TEE AND VALVE. THE TAP WALL BE DONE BY -G PROPOSED GAS LINE qp IT SHALL BE THE RESPONSIBILITYOF THE CONTRACTOR TO RELOCATE ALL / EXISTING UTILITIES WHICH C WITH THE PROPOSED IMPROVEMENTS SHOWN. CITY OF BOZEMAN. THE CONTRACTOR IS RESPONSIBLE FOR ALL OTHER ITEMS OF WORK. -T PROPOSED TELEPHONE LINE � // 40 CONSTRUCT 8"X 8-•6"TEE AND THRUST BLOCK PER CITY OF BOZEMAN STD,DWG.02713-1, -E PROPOSED ELECTRICAL LINE V 10 SEE DETAIL E,SHEET C14. EXISTING SANITARY SEWER O SEE DETAIL E•SHEET.CBi TEE AND THRUST BLOCK PER CITY OF BOZEMAN STD.DIG.02713-1. —8"W—per EXISTING WATERLINE W/VALVE '' © CONSTRUCT 45'BEND AND THRUST BLOCK,SEE DETAIL B,SHEET C14. DO a) —STY— — EXISTING STORM SEWER 21"CPP O O -��-� PROPOSED STORM SEWER W/MANHOLE 7 CONSTRUCT 90'BEND AND THRUST BLOCK,SEE DETAIL B.SHEET C14. oD p O p m O UTILITY CROSSING CONTRACTOR TO VERIFY DEPTH AND LOCATION PRIOR TO T} EXISTING LIGHT POLE CONSTRUCTION. PROPOSED WATERLINE W/VALVE t BEND DETAIL TAT SC 1"-50• O CONSTRUCT 8'R 8"z 4-TEE AND THRUST BLOCK PER M.D.W.SID.DWG.02713-1. `u+ EXISTING POWER POLE n.t.s. SEE DETAIL E.SHEET C14. EXISTING FIRE HYDRANT 1 E.1/4 CORNER SECTION 1 O CONSTRUCT 4-INCH RESILIENT SEAT GATE VALVE AND BLOCKING PER CITY OF BOZEMAN NEW EASEMENT IS 1 STDDWG. 2718-1,SEE DETAIL B.SHEET C14. STA. 12+57 NOW 40'FROM STA. 21+40.38 11 BENCHMARKS BENCHMARK LOCATED ON THE NORTH FLANGE BOLT OF FIRE HYDRANT AT O SEE CONSTRUCTION NOTE rJ 3 THE NORTHWEST CORNER OF TRACT 8,BASED ON CITY DATUM ELEVATION. TO CONVERT PROPERTY UNE. 4 STA. 15+57 TO USGS DATUM ADD 15.44 TO CITY DATUM. ELEVATION-4740.068. 57t LF 8" D.I.P. �(y► SEE DETAIL 'A', THIS SHEET- - _ _ __ - - - - - - -- - _ 30' UTILITY EASEMENT 20t LF 8' D.I.P. 12"WATER LINE ON WEST OAK STREET -1 �— _ STATIC-140 PSI - u+oo -�1s+oo 16+00 -18" S —n+oo - - - �+W - - - - 19+00 20+00 — — RESIDUAL-120 PSI HYDRANTS CAPACITY IN EXCESS OF FOR PROFILE 25M GPM/EACH MO.EAARNISHED BY BOZEMAN FIRE DEPT. SEE PROFILE 'A' 300>t LF 8" D.I.P. i _ _ 521* LF 8- D.I.P. _ _ _ 20 I 6.5'COVER AT RIGHT, THIS SHEET T '� I` I I a a 60' % 20' T T _ 30' EASEMENT 0 0 EIASERE H�' '^ 6 STA. 20+78 I 423 LF 8" D.I.P. I I�q a 2 STA. 15+57, 67' Rt. S I 1232 LF 8` D.I.P. STA. 1+93 +1 30,000 sf. EXPANSION AREA--,,, I ^STA 21+20_ (n I (FIRE sER ncE)� 6 1 25' FIRE LANE a 25' FIRE LANE 21• CPP 12 RCP •� Y - 6 30' EASEMENT + I i p I WAL-MART - - °° 30' UTIUTY EASEMENT ( LR 116-6R-OR FF 408 725.00' z+ a �^ WAL-MART > 6 FOR FIRE SYSTEM LR 116-SR-OR 8 Ni I ENTRANCE INTO BUILDING 121.408 S.F. 7 STA 2+24t * m SEE SHEET C7D FF 4725.00 123t LF 4" DOMESTIC WATER SERVICE STA 1+00 m m o m m 9 0 = STA 12+61 (8" N-S LINE) SCALE: 1'-50' 1 S STA. 1+DO = STA. 12+57 (8" N-S LINE) PROFILE 'A' SCALE 1"-50' 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 3+00 2+00 1+00 4735 4735 - --- X 8" TAPPING SLE EVr st - - -- W/8" NK ELLER TAPf4 4G VALVELIMITS 0' 4730 - - -- 473 -- -- - - -_ _ - OPO D GRADE 16/LgR ----- - --- YER CI PIPE - ---- -. _- _ - - -- -- --- - - _ -- - ----- ----- - ---- - - - 4725.0 47 25 ---- SE7ty1Gf 4 STIG_ --- - - -- - -- ---- - -- - = SER ICE -- - - FOUNDATI PARATLON - .. -. -- - -y _ - - - --- - -- -- -- - --- -- - FOOTIN4720 G , r - 8•p.LP. - - - ti 4720 1- -- - - - -- _ - - ON - - ON - P ro CLEAR - - - - -- TA 17+112 _ - - -- - - t If If Da _.--.- _._ 18" SE IER MAIN CA 0SSING -- - -- ---- 4715 -- - - - --- 4710 471 _ - -- -- - - - - - _ -- - - - -- - FIEVIUM - - - AS-CONSTRUCTED 1/94 4705 - - - - issued FOR coNSTRDcnoN DATE - --- --- - - - - - - _ - ISSUED FOR BID DATE. JUNE 10, 1993 - _ N KTS B02EMAN.AAONTANA WAL-MART AND PROFLE civil WATEALEE PLANLand Consultants, Inc. PI-PROFILE SCALES: - -- - Land^9/E+19„••H^9/LmE�+n•7tia LnM4cop4 ArNR•etun1" - 50' HORIZ. TSBY O TON- PKRUERPDED µDES N.PEE DIRECT SUPERNSION OF8480 L OM- R•oa1" 5' VERT. -- (CE TIFICATION PLIEY alt•2aoo JOB N0. 838 SHT of MONTANA REGISTRATION N0. 10383 ..000.Caoroe•e/ttl FOR AND ON BEHALF OF CIVIL LAND ( )770-2234 DES.BY: RDK DWM,BY: RDK CONSULTANTS,INC. TAX(303)n0-23W CHI.BY: CD DALE:i.iiiiiiiii3 5 3 + IXO 4Y-D)O CO•vMWi 11,[v Y NOT BF R�ROIXICED W VYO 4—.Wv iIIIVOY WMW B1K NR'iRNu•CONSLIT 6 aNlI�N10 C01�91�1Tµ NCtt ICTC TO SPRINKLER SYSTEM TYPICAL 3 PLACES .�" BY OTHERS NOTE: 2' MIN. 1. FOR DOMESTIC AND FIRE LINE SEE DETAILS D. E. F, AND G LIMITS OF SHEET C16. CITY 2. CLASS IV STANDARD FIRE SERVICE LINE TO OUTSIDE 6 MAIN NANCE INSTALLATION AS PER CITY OF FIRE CONNECT BOZEMAN STD. DWG. N0. 02716-6C STA. 1+93 4 5 a I 4726 MINN 10. PROPOSED GRADE WAL-MART 2233 LF 8" D.I.P m FF 4725.00 (FIRE SERVICE) OVER CL PIPE LR 116-6R-OR - 121,408 S.F. 2+ THREADED pq FLANGE FF 4725.00 a 4724 uISTA. CONTRACTOR TO PROVIDE J II STA 2+24t iv A FLEXIBLE SEAL THROUGH FLOOR f Bo m 4722 SCALE: 1'-50' 123t LF 4" DOMESTICWATER SERVICE (SEE SHEET C7C) = STA. 12+57 (8" N-S LINE) 4720 SCALE. 4 FOUNDATION FOOTING 1'-20'HORIZ. _ 1' 2 VALVE BOX VER7. i 21' CPP AND LID� FL 18.12 4718 ov- 3 PROVIDE 18' CLEAR 4715 1233 LF 8' D.I.p, CLASS 51 NOTE SEE 4' DOMESTIC WATER PROFILE ON SHEET C7C. 1 GENERAL NOTES MATERIAL8 LI8T LEGEND 1. ALL WATERUNE INSTALLATION SHALL CONFORM TO THE PROJECT SPECIFICATIONS FOR THIS SITE, 8-INCH DIP CL 51 SPECIFICALLY CONTAINING SITE SPECIFICATION SPECIAL PROVISIONS, CITY OF BOZEMAN 21'CPP STANDARD DRAWING.LATEST MODIFICATIONS: THE MONTANA PUBLIC WORKS MANUAL,LATEST 8-INCH RESILIENT SEAT GATE VALVE(NJ) 1 EACH —�-:♦ PROPOSED STORM SEWER W/MANHOLE RENSIONS. AND THE CITY OF BOZEMAN FIRE SERMCE LINE POLICY,LATEST EDITION. B-INCH.8-INCH TEE(NJ) 1 EACH ''"" ''� 2. ALL TESTING IS TO BE DONE IN ACCORDANCE WTH THE CITY OF BOZEMAN REQUIREMENTS. 8-INCH.B-INCH TEE(FLANGED) 1 EACH PROPOSED WATERLINE W/VALVE 8 BEND 3. THE CITY SHALL OPEN AND CLOSE ALL VALVES FOR DOMESTIC AND FIRE SPRINKLER SYSTEMS. 8-INCH FLANGED RISER 1 EACH 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO START OF CONSTRUCTION. (RODDED) O SEE CONSTRUCTION NOTE 5. THE CONTRACTOR SHALL HOLD A PRE-CONSTRUCTION MEETING WTH THE OWNER'S 8-INCH 90'BEND(NJ) 1 EACH REPRESENTATIVES AND THE CITY OF BOZEMAN. 8-INCH 90'BEND(FLANGED) 1 EACH IVJ�VI ALARM VALVE OS AND Y VALVE 1 EACH POST INDICATOR VALVE 3 EACH CONSTRUCTION NOTES ALARM VALVE 3 EACH POST INDICATOR VALVE REDUCED PRESSURE BACKFLOW lO CONSTRUCT 8-INCH.8-INCH.8-INCH NJ TEE AND THRUST BLOCK PER CITY OF BOZEMAN PREVENTOR ASSEMBLY 1 EACH STANDARD DRAWNG 2710-1.SEE DETAIL E.SHEET C14. 2Q CONSTRUCT K INCH RESIDENT SEAT GATE VALVE PER CITY OF BOZEMAN STANDARD DRAWNG 2718- REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY 1,SEE DETAIL B,SHEET C1{. O3 CONSTRUCT 90'NJ BEND AND THRUST BLOCK,SEE DETAIL B.SHEET C14, CAUTION-NOTICE TO CONTRACTOR T O4 CONSTRUCT RISER 8-INCH ONE PIECE(FLANGED)AND RODDED TO OS AND Y VALVE. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR Q CONSTRUCT OS AND Y VALVE TO 8 INCH-90'FLANGED BEND IVY/`Ally\\/11 ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON FLANGED OS!Y VALVE S . RECORDS OF THE VARIWS UTILITY COMPANIES AND, WHERE POSSIBLE O8 CONSTRUCT BACKFLOW PREVENTOR VALVE TO BE KENNEDY OR MEASUREMENTS TAKEN IN THE FIELD, THE INFORMATION IS NOT TO BE MUELLER PER CITY OF BOZEMAN,DETAIL 2718-6C. RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY O7 CONSTRUCT B-INCH.8-INCH.8-INCH FLANGED TEE TO OUTSIDE CONNECTION ON CONCRETE SUPPORT E%CAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES. $ O BLOCK E SHALL TI ME RESPONSIBILITY T I THE CONTRACTOR TO RELOCATE ALL AS-CONSTRUCTED 1/94 EXISRNG UTILITIES WITCH CONFLICT WTM THE PROPOSED IMPROVEMENTS SHOWV. 8 CONSTRUCT POST INDICATOR VALVE STANDARD DRAWING 2718-6C. D) CONSTRUCT ALARM VALVE PER CITY OF BOZEMAN STANDARD DRAWING 2718-6C. ® .CONSTRUCT DRAIN LINE TO INTERIOR FLOOR DRAIN W/AI ISSUED FOR CONSTRUCTION DATE -1UL( 1 IRRI& R CAP BETWEEN RD AND DRAIN LINE: AIR CAP TO BE 16'. ISSUED FOR BID DATE! JUNE 10,1993 BOZEMAN. MONTANA WAL-MART f y / WATEMME PLAN AND PROFlE Civil Land /\ ConsuHanh, Inc. 7.•7-;"��_ %'�,1�k!Y� PIwnln9/En9lnwIngAL d Surm*q Lond—pB A,MIt.Aurs PREPARED UNDER THE DIRECT SUPERVISION OF 8480 E O d Rom KURT D.N REGISTRATION P.E. 61.2000 JOB NO. 638 SHT OF MONTANA REGISTRATION NO.10383 Caloraao p0111 AS-BILTS BY GASTON ENGINEERING k SURVEYING FOR AND ON BEHALF OF qNl LAND (CERTIFICATION APPLIES TO AS-BUILTS ONLY) CONSULTANTS,INC. �AX)(303) 77o-�2349 DES.BY: RDK DAT BY: 3/1 + cw-.c_V .-.� qIK.BY: CO DAIS: 3 17 3 n"`a W NS""I Nn ar PAortssaN.v.W`XX Aro AAE"01"CTm By C""'L.r.BTAn y AN)of ALY M RNSIlS Nn1gNC Pv,D Gov .1 T y——BE REAAaOuao 0A——AN.n,.RvosT WTHouT—WNTIBN CONsu T OF 0V —cowsuT.Nls,.c V WAL - ,VART SEWER MAIN REPLACEMENT LOCATED: BOZEMAN, MT PREPARED BY: q GASTON ENGINEERING & SURVEYING CONSULTING S L ENGINEERS MA Fe LAND l'ft4FYUK.� SOZEAND U p — — -- r,vTFR - — sTATE_90 I� ` \ ^ N-.WWNED WOODEN PENCE -D 'LIGHT PID C NN WK RFNLE J B" SEVER SERVICE .SEWEREAD vw J -a�.atNN INLET -.RENT OF WAr fENC[ -.ILOW UK ®•STORM N.-CUE 4N EB p.SfpeY pRNN YPNN'Ar _ y -.CAS UK well ,TV CABIR A-KnMaNNMK — \ — — — RIM-OUT-4 S.C..� ♦00 00 IRV.N-e715.26 -•ELECTRICAL LNES r POORM POLE -�NV.OUTe{715,30 .5[T9ALN LINES p ED.CTNCIl B�• -� - -.IE ,,WNE UKS Q MEP ITI I `l L - -eS—SEKR -WATER _wr- . 25'WIDE U ' DOCH UtIE DQ EA M N " _ (ABANDONED YN i E5A I I \ ejR I r- ( • — ————— F , i -Iola - - I .FWNaCONCREIE HWT R/W NMIUMENi e DR I eFWND all SET 2 PIPE r I •_NOMNG FOLNO SET 2 PIPE SITE IS NOT LOCATED•MORN IN YEA P ROW PLANE ALL WATER LINES 6.5•MN.COVER ` I WAL—MART I 40'UTILITY EASEMENT - I. �� 1. NINI aanilaAOEDYAKEOe!�a1Nctl>+�Fa.Fall form to The wopcl elx<IRcaitionf I«thle vile EXISTING SEWER IN h MH q cantaNinyy oils pw+Rcotlma,!V.,ProM•M The MT Pali to Standwd I I' EASEMENT ABANDONED. \ Sp• kot ono,bU•I n wW• a he oty�i 9ozrom Mod ecalNn.to n• ANH ARE FILLED \ ~ I I MPW SplclflcOtbna All a«N Mal De N I«mMc<wlIn.,at.all-0 codee r maala ppLL��S5 rr c.nlr o y APFF.D. iena,t «n h C re the n«l:onta 1 I z. loan<.rail,•Pnnwy:..w ` I I andcen d or yad�ie io-tcd a'I dlgnmentDD Moen an W Diana o0 oDoroKenale Rlm-.tbn•Mann an aPpraiWllwle only all w•naI to De trill as Ma aewtian- n alns<antyxl«a I, a t thePW,P t<mcnle .I mannen0a and MH A pp6g +� I gnaM'i Pde nac«brmlwrce eith IT,City1 1 Bo:emand Stondaral Droweing02213 EKISTNG WM-4INI WT..e]25.0{ I I I {. Con[roct«b Nne,Pn,,is Tail,al surto<•r.etwatlan(IC:land%ape.apnPlL can«ete,ele.). "ZETH e7e0.56 W INV IN•172721 I I I 5. NI II•=ovation"De Droprly aap•0«fapp«ted M re0aind Dy OSHA V.OUT.e725.9e I ae l,aqulr•d Dy Iota al,ell•love. INV N..e726.S3 I 25'SETBACK lA g. SEWER MAN TEST: Teel MaM De pwr«mad in aieewdaMe elU NPW Speclflcallana Se<tlan 02722.06(D) viN tM Ialovin9 madiRcollone to De NCNaed: Al SANITARY SEWER ( Y --- " - -------- , ----- \ ,.,. A.The sty 1 t.,I, watw s Se.r Otte them e1I naaN.a N.wlm DW« J to City of a of 1M ate, led eoHl. at 8 B.Tn•Contractor is reepanaDb rail,all co•b onodat.a dM the ry Npe<tbn. —._._ ---��� - - HAXTER ROAM - \\ - I C.TF•W Inpelbn moot ae r««d•d on video tp•N VHS I— D A copy or Me TV Inp•<lbn tape le to De Armlenw to Me CRY of Bas.nain III 8 I Water and Seer Dparbnell.« ,� - \ e'R E Ory INe N NpKlbn t <plaDla. < FIRE HYDRANT \ ). IRtOUNDWAIER Il BOLT Contract«Note: Groanavatw may Ee er�cantrea duriaq•.awllon'02ni 0 r 40'WIDE UTILITY .�\ I I grwndvotw.holl De In IWl<amplbnce min MPW Speclgcotldn s.cuon o2221 oNc) _ _ •Cmtncta.MMDroNMpopw bwalHnp d du9••<aD lc.to pra�nnl q EASEMENTDewate,m" It I•not Dermiet".lP dloe gro«Weater to enlwgroundvatw hame'.Inqthe•le\e Cantroct«ehatl tall° 1..to o�anY�^b9°II d hodoesc�u <o 8. CONTRACTOR mo Py I 25'WIDE UTILITY `,..lL ea ti::uon. oDHmI.T' it 8I I EASEMENT "�' me D.nw. C a� aT _ /� Mall •we Eamoged Hu�lwae to•Mir Nlkla<a dMon l added t la 4 e 8 L. I / (ABANDONED) • -. g 9. lerr 10 TIP ono sD«Igcaitlona rw elw.••w,and a N-526-.an Dr1 `I B_ (I/ I DGwwal�En9lka one�f«Mlpo} 'ed Moy 199].W10,I 92-526-]and al oNw �\ M�17 Specir r:esvvn I 1111 n i,, �N 10. ConVactor MM ncluda lionebna lar Oy-DoIM rarllping o use.age dwNq alq — B I •WCUM ctnitbe.capaiY•01 2e-hour Pperalbn i vltn odequate poleclbn •upwvbioP of pro mmnPae - o Pe °. Deee ma FPie M — to Na P d«slam tbe•I ---- YN M 11. Cetail-and«Motl NovM•lsnDwary a<cea to a•Ie1Nq man I,, untN n wr r -• —_--Rm ya _�� -- -_ __ T 12. Inbmtl mvellnq rN9e1 at tNmd InW1aIINq MdI D•ete<IM PI-ea the Nmannd«'d co 8'WATER -- °� as I an le cm<r on o LINE I7 - - — — — — — —�A—um — — — — — — — — �• COMFORT INN a uwm I — p E2 I ALL WEATHER ACCESS 6"SERVICE--- ERVICE I O A _--PARIOr10 AREA��� lr ROAD EACH MANHOLE I�I FOR MAIN IN TENANCE ACCESS(TW.) GERALD fA .9 i T� GASTDN LOT 2 I — Imi I I I � v M ICI= =I I I b IWIi I SITE PLAN SCALE: I"=60' AS CONSTRUCTED 1 /94 C8 + I I U I I uwjT-zA,EI I I I o I I I � I usFuw* In n s I WALMART I WAL—MART I Exlsnec M.M. � — I I I I SEWER ABANDONED ABANDONEDETIN ° I aX)SUTG III I I III II1I IlITl AN. ROAD )71 - 40 1 6" SEWER ACCESS EASEMENT I I E%ISTING I I SERVICE ABANDONED EXISTING SEWER 6'SEWER SERVICE I I -LINE I 1 1 I 1 SEWER MAIN MAIN ABANDONED I ABANDONED 3 I MAINTAIN 11' SEPARATION J I I >, EXISTING 8" ++ 1 I WATER MAIN "a I w -Q w--- MH 4 8+00 - - 9+00- - - r -- TO+00 -- t1+00 - - - 17+-0(Y+ 'D4- �`-73+00- I H 6 i MN/2 8" WATER MAIN N - s s s M 7tlSnNG 31%51 __ ______ LIN -- I S70RMWER EXISTING 8 WATER MAIN MAINTAIN 11 SEPARATION D A-LINE VCP 0�+00 -_-------___ ; Q I 10 SEWER MAIN 1+00 — "` - - I 40' UTILITY AND ROA EXISTING IN ---- -- ----------- -------- ------- 3+ ----- ACCESS EASEMENT I I F - -s^' -- 4+00 5+00 6+00 I MH �LSA MH �!1 ss 0H 04 II �rnli�I A-LINE r ---H---- ----------------- � ; II 25' EASEMENT il NEW --- 30 UTILITY(SEWER) LOT 2 6"SEWER SERNCE I I EXI_ G 18' AND ROAD ACCESS EASEMENT w RCP STORM SEWER 6"TM A-LINE SEWER MAIN STA 7+00 TO 13+32 LL ICK 1 MINUS r CRUSHED ED GRAVEL PLAN VIEW SCALE: S NOTE: E%ISTING GROUND PROFILE•-SO' HORZ: 1"=50' z ALL WEATHER ACCESS ROADS "'° -� ` VERT- 1"=10' W A-LINE SEWER MAIN STA 0+00 TO 7+00 SHALL BE CONSTRUCTED SCALE: TO ALL MANHOLES WITHIN UTILITY - -�- EASEMENTS TO PROVIDE ACCESS lWrSUBGRADE STRIPPED OF PLAN VIEW PLAN. 1"-50' AND MAINTENANCE ORGANIC MATERIAL AND COMPACTED PROFILE:HORZ: 1"=50' ALL WEATHER MANHOLE ACCESS VERT: 1"-10' ROAD CROSS SECTION DETAIL NTS �- z 0 +9.5" TICAI 5€PARATIIAu. S _ � N -. - -- 2.5'VERnQAL SE�AnON � -_FINISN GRIME 4730 -{ - - - -FINISH GRADE EXI TING GRADEi DEPT - --' —-- _ EXISTING GRADE DEPTH - DEFTM II- � DEPTH 738' I -- ----�-�-- -- _1_ _ I =11Fll—, _35 D F OF 18"DIA = F'V"PIFT 0I:t - '1� 1 I R I R 5 P -PIP 0 - -- 35 P PIP x }00 LF OF 18"DIA SDR 35 PVi.PIPE - 0 2 ; � DEP 513i'� c7 ry o 4710_�s_ iS < <IYY < w F IpY _ eo. f cn'"i+a+` - r --- r".: -l- �<oam. h2up2pG NII 6 N w �, 4e4 N>a. n>jII� oc a �.mmwy �8 AWWN Inf6Ni��<<Fj v L w3nz�G< 3 * �1ii E z LL 3s»»� F z ,n Z 3 sT_ i&ii �ni h n ii Iwns?E?3?ai L�dYA » : +d J +D 4+DO 5+DO 6+00 7+00 8+00 9+00 1 + 11+ 12400 13+00 14+00 +00 1+00 .+OD A-LINE SEWER MAIN STA 0+00 TO 13+32 PROFILE VIEW ZGASTON ENGINEERING & SURVEYING CONSULTING ENGINEERS & LAND SURVEYORS BOZEMAN. MONTANA WAL-MART A-LINE L SEWER MAIN IMPROVEMENTS n REVISED 6/22/94 DRAWN Be JD DA7£ 10-15-93 CN£CK£D BY.BM ORANW6 NO.:92-526N2 92-526-' AS CONSTRUCTED 1 94 �B ✓0 Csa TRANSITION FROM 10"CLAY TO 10'PVC AT APPROXIMATELY 3'OUTSIDE MANHOLE OR STA-0+03. EXISTING M.H. -NEW MH INSTALLED RI11.4736.06 SEVER MAIN \ W.INV.OUT.=4725.04 I (�7 ABANDONED E INV.IN.4725.01 I I I I \ I \ EXISTING M H ABANDONED \ ——"—'"*1 - n _ BA�CTER ROAD EXISTING 8 SANITARY SEWER ABAADZTNED- -� _ BENCH MARK/FIRE HYDRANT \ \ -___ \ ED NORTH FLANGEBOLT I \ _ Op,S ELEV. 4740.066 •1 19 SEWER MAIN ABANDONED J 6}�—ABANDONmN 40' WIDE UTILITY AND \ �s ROAD ACCESS EASEMENT -- i �• I I,,--SEWER MAIN ABANDONED 637• \ ` _-- \ \ b R T4\ 31'FROM PROPERTY LINE -.- ypE -LINE +r 30 SEWER EASEMENT 32-5'WIDE UFUTY A - --F" F WATER EASEMENTCLEAN OUT E%15TING M.H.\ ABANDONED\+C (TYP)AS PER 6"SEWER SERVICE ,a ITY OF BOZEMAN INSTALLED APPROXIMATELY B LF Ir -LINE — — _ — — — L _5 T&SOL 22-9 NT FOR MOTEL I I - - --- H 1_ EXISTNG MAIN w/NA ECOULDER COUPLING CTED TO COMFORT INN I - V F' LINE&STORM WATE "DITCH. ---------- - -- -- - - --NEW ------- NVIS IN MH 4715.2 I EXISTING 21" SANITARY SEWER MAIN ABANDONED 0 EXISTING - F72 --- - L e q MH�'6 RIM.471961 6 -- -- I I INV.IN=4715.30 COMFORT INN SEWER SERVICE LU I^I BETWEEN NEW PARKING AREA�� T CE k E7USTING 1 I Ir,I AIN(SEE NOTE) A-UNE ORIOI Is CONTRACTOR SHALL USE —MART ---�B"WATER MAIN CAUTION WHILE INSTALLING MANHOLE NEAR WATER MAIN B I FIB AND THRUST BLOCKING L� ADDITIONAL THRUST BLOCKING 3 MAY BE REOUIRED I I Wltwif I 8"&4"WATER SERVICE B—LINE SEWER STA 0+00 TO 5+22 6" SEWER SERVICE SCALE: PLAN VIEW SCALE, 1"=50' ~"J rV PROFILE:-50' PROFILE: HORZ: 1"=50' HORZ: 1"=50' VERT: 1"=50' VERT: 1"=50' E 4750 - -- - -- 4760 - - - NOTE: PRIOR TO INSTALLATION OF 6° SEWER SERVICE CONTRACTOR TO CONTACT CITY MAINTENANCE PERSONNEL. = USE EXTREME CARE WHEN EXCAVATING FOR NEW LINES INSTALLATION TO PREVENT DAMAGE TO EXISTING PIPE - - - - .1740 _- --- --- I - - 474CI FINISH GRADE._ a 473L1 - - - - - ' m I -EXISTING GRADE - � ----- - EmSnNG-GRADE. ------- .__ FINISH AGE _ DEPTH 10.36' DEPTH 14.6 „ "f '— _ 4720 _ _ ' 295 OF 6"SDR 35 PVC S VIER SFAVICE 0 0.22%GRADE 75 Lf OF 10'STIR 3'.F'JL FIFE O 0.41X - '� SDR 5 PVC+IPE O 0.70.52 - DEPTH 6.67' 010 4720 r Al $700 Isi o� xti i z In < dap z %NNWm - -- : __ - - - NOF2 .ate+e�z ,,,q- m��$ $ $ ? •a W `s- - QFNw3n' 2 +S2¢ �IN IIMp� P �=aN r NZ� ry p + mUN GA5TON ENGINEERING & SURVEYING _ qq 4700, - - -�_ _ ?F CONSULTING ENGINEERS h LAND SURVEYORS BOZEMAN, MONTANA n= t WAL—MART 4660 M = B—LINE & 6" SEWER SERVICE IMPROVEMENTS a 3iim REVISED 11/15/93 DATUM EL6P DATUM ELEV REVISED 6/22/94 MN DRAIM Sr JO DAIE 10/15/93 4"500 0+00 1+00 2.00 oc 4 00 5+00 4675.00 3+00 2+00 1+00 0+00 ) B—LINE SEWER STA 0+00 TO 5+22 6" SEWER SERVICE CYCCKED Be' BM DRAWNG No: 92-526N3 PROFILE VIEW PROFILE VIEW 9 -526-7 AS CONSTRUCTED 1 94 ff' or S" 81B ✓CB NO.: