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Home My WebLink AboutTown Pump Bozeman #1 Convenience Store TOPOGRAPHIC LEGEND TOPOGRAPHIC LEGEND CONSTRUCTION NOTES: UTILITY NOTES: PIPING NOTES: BOUNDARY AND/OR PROPERTY LINE i �� PROPOSED CONTOUR 1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN 1. THE LOCATION,DEPTH,AND SIZE OF THE EXISTING UTILITIES SHOWN ON 1000 ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD THESE PLANS IS APPROXIMATE.THE CONTRACTOR SHALL VERIFY THE 1. THE CONTRACTOR FOR THIS PROJECT IS RESPONSIBLE FOR THE COORDINATING EASEMENT LINE SPECIFICATIONS(MPWSS),6TH EDITION DATED APRIL 2010 LATEST EXISTENCE,LOCATION,DEPTH,AND SIZE OF THE UTILITIES PRIOR TO AND PERFORMING THE CONNECTION OF THE PIPING AND ASSOCIATED PROPOSED PAVEMENT ADDENDUM;THE CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC CONSTRUCTION.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR APPURTENANCES INSTALLED UNDER THIS CONTRACT TO BOTH THE EXISTING SETBACK LINE WORKS STANDARD SPECIFICATIONS SIXTH EDITION MARCH 2O11 AND ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE PIPING AND FACILITIES AND TO THE WORK OF OTHER CONTRACTORS,AS NOTED. PROPOSED CONCRETE ADDENDUM No.1;AND THE PROJECT SPECIFICATIONS. OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN. EXISTING CURB 2. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING. PROPOSED LIMITS OF TOPSOIL AND SEEDING 2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL 2. CONTRACTOR SHALL CONTACT"UTILITY NOTIFICATION CENTER"(811)AT --EW-- EXISTING WATER MAIN REGULATIONS(OSHA)SAFETY STANDARDS.IF REQUESTED BY THE LEAST THREE(3)WORKING DAYS PRIOR TO THE COMMENCEMENT OF 3. SYMBOLS,LEGENDS,AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE PROPOSED SNOW STORAGE AREA INSPECTOR,THE CONTRACTOR SHALL PROVIDE PROOF OF A PERMIT FROM CONSTRUCTION ACTIVITIES TO SCHEDULE THE MARKING OF EXISTING FOLLOWED THROUGHOUT THE DRAWINGS WHEREVER APPLICABLE.ALL OF THE --EWS-- EXISTING WATER SERVICE SAID DIVISION. UTILITY LOCATIONS. VARIOUS APPLICATIONS ARE NOT NECESSARILY USED IN THE PROJECT. --ES-- EXISTING SANITARY SEWER LINE 4. THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES,EDGE 3. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT 3. CONTRACTOR SHALL MAINTAIN A MINIMUM TEN FOOT(10')HORIZONTAL OF MANHOLE TO EDGE OF MANHOLE FOR BOTH SANITARY SEWER AND STORM --EFM-- EXISTING SANITARY SEWER FORCE MAIN LIMITS.MATERIALS AND EQUIPMENT SHALL BE STORED ON THE PROJECT EDGE TO EDGE SEPARATION BETWEEN WATER AND SANITARY SEWER OR DRAIN AS APPLICABLE.THE DISPLAYED PIPE LINEAL FEET REFLECTS THE SITE WHERE APPROVED BY THE OWNER.IT SHALL BE UNDERSTOOD THAT STORM DRAIN MAINS. DISTANCE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE ON ALL THE RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF EQUIPMENT GRAVITY PIPING. ---SDE--- EXISTING STORM DRAINAGE LINE AND MATERIALS ON OR NEAR THE SITE WILL BE ENTIRELY THAT OF THE CONTRACTOR AND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER BY 4. ALL WATER MAINS AT SANITARY OR STORM SEWER CROSSINGS SHALL 5. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. -NI NI EXISTING GAS LINE REASON OF ANY ACT OF AN EMPLOYEE OR TRESPASSER. HAVE A MINIMUM EIGHTEEN INCH(18')VERTICAL SEPARATION FROM THE SEWER PIPE UNLESS NOTED ON PLANS AND APPROVED BY GOVERNING 6. ALL SANITARY SEWER PIPING SHALL BE SDR 35 PVC,IN ACCORDANCE WITH ASTM T T EXISTING TELEPHONE LINE AUTHORITY. D 3034,UNLESS OTHERWISE NOTED. MECHANICAL LEGEND AND NOTES 4. CONTRACTOR SHALLDISCREPANCIES EXISTING CONDITIONS OPRIOR BE F F EXISTING FIBEROPTIC LINE CONSTRUCTION.ANY DISCREPANCIES FOUND ARE TO BE BROUGHT TO THE 5. THE CONTRACTOR SHALL COORDINATE ALL UTILITY SERVICE 7. FIRE SERVICE AND DOMESTIC WATER SERVICE PIPE MATERIAL FROM MAIN TO GENERAL PIPING NOTES ENGINEER'S ATTENTION PRIOR TO COMMENCEMENT OR CONTINUATION OF CONNECTIONS TO THE BUILDING WITH THE ARCHITECTURAL PLANS. BUILDING SHALL BE DUCTILE IRON.ALL WATER SERVICE PIPING SHALL BE -E E- EXISTING BURIED POWER 1. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION CONSTRUCTION ACTIVITIES. INSTALLED WITH A MINIMUM COVER OF 6'6"WITH RESPECT TO FINISHED GRADE, POINTS.MINIMUM COVER SHALL BE 6'-6"UNLESS OTHERWISE OR DEEPER AS SPECIFIED TO OBTAIN A MINIMUM EIGHTEEN INCH(18")VERTICAL oHP EXISTING OVERHEAD POWER SHOWN. 5. REFERENCE ALL SURVEY MONUMENTS,SECTION CORNERS,114 CORNERS, 6. LOCATION OF SITE UTILITIES SHALL BE VERIFIED GENERAL SEPARATION FROM SANITARY SEWER OR STORM DRAIN MAINS. AND PROPERTY CORNERS PRIOR TO BEING DISTURBED BY CONSTRUCTION. CONTRACTOR AND THE UTILITY COMPANY PROVIDING SERVICE.ANY -IR IR- EXISTING IRRIGATION LINE 2. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND ANY MONUMENTS AND CORNERS DISTURBED DURING CONSTRUCTION SHALL PROPOSED ADJUSTMENTS TO DRY UTILITY LOCATION SHALL BE 8 SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT TO ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE BE REPLACED BY A PROFESSIONAL LAND SURVEYOR(PLS)REGISTERED IN COORDINATED WITH UTILITY COMPANY OR COMPANIES. STRAIGHT RUN OF PIPE,UNLESS OTHERWISE INDICATED.TYPE OF JOINT AND, -xxxx EXISTING FENCE LINE INDICATED.TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE THE STATE OF MONTANA AT THE EXPENSE OF THE CONTRACTOR. FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT --7000-- EXISTING CONTOUR SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. 7. GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING RUN OF PIPE. AGENCIES HAVING JURISDICTION OVER ANY UTILITY SYSTEM PRIOR TO 3. LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS 6. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH CITY D PART BOZEMAN, INSTALLATION. 9. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL BE • FOUND MONUMENT,AS DESCRIBED SHOWN IS ONLY APPROXIMATE.FINAL SUPPORT REQUIREMENTS GENERAL CONTRACTOR.SITE SUBCONTRACTOR,MONTANA DEPARTMENT OF PROVIDED WITH THRUST TIES,BLOCKS,OR ANCHORS,UNLESS OTHERWISE SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE TRANSPORTATION(AS NECESSARY),F CONSTRUCTION. N. INC.,AND LOCATI NOTED.THRUST PROTECTION SHALL BE ADEQUATE FOR TEST PRESSURES �200 CONTROL POINT ENGINEER PRIOR TO INSTALLATION.MAXIMUM SPACING SHALL ARCHITECTS PRIOR TO THE START OF CONSTRUCTION. 8. GENERAL CONTRACTOR WILL H RESPONSIBLE FOR ALL TAP AND TIE IN SPECIFIED IN ACCORDANCE WITH MPWSS. BE AS SPECIFIED. FEES REQUIRED,AS WELL AS THE COST OF UNDERGROUND SERVICE v a-Q EXISTING SIGN,ONE POST OR TWO POST 7. CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY,COUNTY,AND/OR CONNECTIONS TO THE BUILDING. 10. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS.ALL BURIED pQ EXISTING SEWER VALVE 4. APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED STATE INSPECTOR 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND PIPING SPECIFIED TO BE PRESSURE TESTED,EXCEPT WELDED,GROOVED END, WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL. 24 HOURS IN ADVANCE OF SPECIFIC INSPECTION NEEDS DURING THE 9. ALL WATER VALVES SHALL BE OPERATED BY CITY OF BOZEMAN WATER OR SCREWED PIPING,SHALL BE PROVIDED WITH THRUST PROTECTION AT ALL O EXISTING SANITARY SEWER MANHOLE COURSE OF THE WORK.ALL WORK SHALL BE PERFORMED DURING NORMAL DEPARTMENT PERSONNEL ONLY. DIRECTION CHANGES,UNLESS OTHERWISE NOTED. 5. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS WORKING HOURS AND SUBJECT TO THE AVAILABILITY OF AN INSPECTOR AND EXISTING WATER VALVE SHALL BE PROVIDED WITH THRUST TIES,BLOCKS,OR ANCHORS, APPROVED BY THE ENGINEER.THE CONTRACTOR WILL BE BILLED FOR SAID 10. CONTRACTOR TO COORDINATE WITH CITY PRIOR TO CONNECTING TO 11. WHERE A GROOVED END COUPLING IS SHOWN,IT SHALL BE THE RIGID JOINT UNLESS OTHERWISE NOTED.THRUST PROTECTION SHALL BE INSPECTION SERVICES AS PROVIDED IN THE MOST RECENTLY ADOPTED EXISTING CITY WATERLINES. TYPE,UNLESS OTHERWISE SPECIFIED.WHERE A FLANGED COUPLING ADAPTOR -ar EXISTING FIRE HYDRANT ADEQUATE FOR TEST PRESSURES SPECIFIED. RESOLUTION THAT ESTABLISHES THE FEES FOR SUCH SERVICES. IS SHOWN,A STANDARD FLANGE SHALL BE JOINED TO THE COUPLING ADAPTOR. 6. SYMBOLS.LEGENDS,AND PIPE USE IDENTIFICATIONS SHOWN 11. SITE TO BE ROUGH GRADED PRIOR TO INSTALLATION OF UTILITIES TO 12. VALVE BOXES REQUIRED FOR ALL VALVES IN A BURIED SERVICE. EXISTING WATER STUB SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS,WHEREVER 8. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A ASSURE 6'6"OF MINIMUM COVER ON WATER MAINS OR DEEPER AS MANNER TO MINIMIZE INCONVENIENCE TO THE ADJACENT BUSINESSES 0 EXISTING STORM INLET APPLICABLE.ALL OF THE VARIOUS APPLICATIONS ARE NOT AND/OR RESIDENCES. SPECIFIED.IF 6'6"OF MINIMUM COVER CANNOT BE OBTAINED,INSULATION 13. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY NECESSARILY USED IN THE PROJECT. OF WATER MAINS MAY BE REQUIRED AS DIRECTED BY THE ENGINEER. APPROXIMATE.PROVIDE ALL UNIONS NECESSARY TO FACILITATE CONVENIENT ® EXISTING DRAINAGE SQUARE MANHOLE REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. 7. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC 12. ALL BACKFILL FOR UTILITY TRENCHES SHALL BE TYPE"A",UTILIZING TYPE 1 . 14. PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THAT IS TO EXISTING DRAINAGE MANHOLE DRAWINGS. ALL BURIED PIPING SPECIFIED TO BE PRESSURE AND PRIVATE PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESE BEDDING UNLESS DIRECTED OTHERWISE BY ENGINEER TESTED,EXCEPT WELDED,GROOVED END OR SCREWED PIPING, OPERATIONS,ALL COSTS FOR PROTECTING,REMOVING,AND RESTORING CONNECT TO AN EXISTING PIPE OR STRUCTURE,THE CONTRACTOR SHALL EXISTING CURB INLET SHALL BE PROVIDED WITH THRUST PROTECTION AT ALL EXISTING IMPROVEMENTS SHALL BE BORNE SOLELY BY THE CONTRACTOR. EXPOSE THE EXISTING PIPE OR STRUCTURE TO VERIFY ITS EXACT LOCATION, DIRECTION CHANGES,UNLESS OTHERWISE NOTED.SEE THRUST 13. ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE SIZE,MATERIALS,AND INVERT ELEVATIONS. OTEL. EXISTING TELEPHONE PEDESTAL DETAILS AND NOTES ON DRAWINGS. 10. THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE BOXES IN ACCORDANCE WITH MPWSS AND CITY OF BOZEMAN PED. NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF STANDARDS. 15. ALL FITTINGS,THRUST BLOCKS,&APPURTENANCES FOR ALL PIPES SHALL BE QT EXISTING COMMUNICATIONS VAULT 8. WHERE A GROOVED END COUPLING IS SHOWN,IT SHALL BE THE POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE INCIDENTAL TO COST OF PLACING PIPE. RIGID JOINT TYPE,UNLESS OTHERWISE SPECIFIED.WHERE A LOCAL,STATE,AND FEDERAL REGULATIONS. 14. ALL FITTINGS,INCLUDING BENDS EQUAL TO OR GREATER THAN ID EXISTING ELECTRICAL BOX FLANGED COUPLING ADAPTOR IS SHOWN,A STANDARD FLANGE TWENTY-TWO AND ONE-HALF DEGREES(22.5"),TEES,AND PLUGS,SHALL SHALL BE JOINED TO THE COUPLING ADAPTOR. BE THRUST BLOCKED IN CONFORMANCE WITH MPWSS OR MUST HAVE EXISTING UTILITY OR TELEPHONE POLE 11. THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MECHANICALLY RESTRAINED JOINTS WHERE INDICATED ON THE PLANS. 9. VALVE BOXES REQUIRED FOR ALL VALVES IN A BURIED SERVICE. MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS,SIDEWALKS, EXISTING SHRUB OR OTHER PUBLIC RIGHTS-OF-WAY AND MAKE SURE STREETS AND 10. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY. 15. SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED ONLY APPROXIMATE.PROVIDE ALL UNIONS NECESSARY TO PLUMBER. EXISTING TREE FACILITATE CONVENIENT REMOVAL OF VALVES AND MECHANICAL 12. CONSTRUCTION WORK ZONE TRAFFIC SIGNS AND STRIPING SHALL BE EQUIPMENT. FURNISHED,INSTALLED,AND MAINTAINED IN ACCORDANCE WITH 16. ALL WATER,STORM DRAIN,AND SANITARY SEWER LEADS TO BUILDING CONTACT LIST FOR FACILITY REPRESENTATIVES r , 11. THE CONTRACTOR FOR THIS CONTRACT IS RESPONSIBLE FOR APPLICABLE REGULATORY AGENCIES HAVING JURISDICTION.A TRAFFIC SHALL END FIVE FEET(5')OUTSIDE THE BUILDING LIMITS AS SHOWN ON L J EXISTING GRAVEL CONTROL PLAN,PREPARED BY THE CONTRACTOR,MAY BE REQUIRED BY THE PLAN AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AT END. THE COORDINATING AND PERFORMING THE CONNECTION OF CITY OR STATE."CONSTRUCTION AHEAD"WARNING SIGNS ARE TO BE r EXISTING ASPHALT THE PIPING AND ASSOCIATED APPURTENANCES INSTALLED CONTACT L-------J UNDER THIS CONTRACT TO BOTH THE EXISTING PIPING AND INSTALLED ALONG ADJACENT DRIVEWAYS OR ROADS.FLASHERS WITH 17. FIRE LINE SHALL BE INSTALLED FROM MAIN TO FIRST OS&Y VALVE INSIDE SECTION PURVEYOR ADDRESS PHONE NO. CAUTION TAPE ARE TO BE INSTALLED WHERE ANY CONSTRUCTION ACTIVITY PERSON r 7 EXISTING CONCRETE FACILITIES AND TO THE WORK OF OTHER CONTRACTORS,AS BUILDING(REFER TO CIVIL PLANS)BY SITE UTILITY CONTRACTOR. L J NOTED. CROSSES A SIDEWALK OR PEDESTRIAN PATH IN ACCORDANCE WITH THE w w PROPOSED WATER LINE SPECIFICATIONS AND ANY OR ALL LOCAL REGULATIONS ELECTRIC/GAS NORTHWESTERN 121 EAST GRIFFIN DRIVE ANDREA 12. PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE 18. REFER TO BUILDING PLAN FOR LOCATION OF SEWER,DOMESTIC,FIRE(AS ENERGY BOZEMAN,MT 59771-0409 BUFFINGTON (406)582-4631 -wS-wS- PROPOSED WATER SERVICE THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, 13. NO STOPPING,PARKING,OR STORING OF CONSTRUCTION MATERIALS IN THE APPLICABLE),AND IRRIGATION CONNECTIONS. THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR PUBLIC STREETS OR ANY DRIVEWAY IS ALLOWED. 2707 WEST MAIN STREET -FL FL- PROPOSED FIRE LINE STRUCTURE TO VERIFY ITS EXACT LOCATION.SIZE,MATERIALS, 19. GENERAL CONTRACTOR TO TRENCH FOR DRY UTILITIES(NATURAL GAS, TELEPHONE CENTURY LINK BOZEMAN,MT 59718 LANCE HOLJE (602)214-4311 AND INVERT ELEVATIONS. 14. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR ELECTRIC,TELEPHONE,CABLE,AND CONDUIT).DRY UTILITIES TO BE -s s PROPOSED SANITARY SEWER LINE INSTALLED AS NOTED IN AGREEMENT(S)WITH THE UTILITY COMPANY OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED COMPANIES WATER&SANITARY 20 EAST OLIVE STREET . -FM FM- PROPOSED SANITARY SEWER FORCE MAIN BY AGENCY,OWNER,AND/OR ENGINEER. SEWER CITY OF BOZEMAN BOZEMAN,MT 59771 JOHN ALSTON (406)582-3200 -So so PROPOSED STORM DRAINAGE LINE GENERAL NOTES: 15. ASPHALT,CONCRETE CURB,AND SIDEWALK SHALL BE SAW CUT OR NEAT 20. THE CONTRACTOR SHALL ADJUST ALL NEW AND EXISTING VALVE BOXES, CURB BOXES,AND MANHOLES TO FINAL GRADE UPON COMPLETION OF BROADBAND 511 WEST MENDENHALL ST CUT AS APPROVED BY THE ENGINEER. ALL CONSTRUCTION.ANY BOXES OR MANHOLES DAMAGED OR CABLE CHARTER BOZEMAN,MT 59718 JARED PHILLIPS (406)570-0935 aPD PROPOSED 4"PVC PERFORATED FOOTING 1 STANDARD SYMBOLS AND LINE TYPES ARE SHOWN IN THE LEGEND.SOME OTHERWISE DISTURBED BY THE CONTRACTOR OR AN SUBCONTRACTOR DRAIN SYMBOLS OR LINE TYPES SHOWN MAY NOT BE SHOWN ON THE PLANS. 16. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.THIS WORK ARCHITECT LOCATI BOZEMAN, EAST MAIN,STE 202 G G PROPOSED GAS LINE INSPECTION BY THE OWNER OR HIS AUTHORIZED REPRESENTATIVE. SHALL BE INCIDENTAL TO THE PROJECT,SEPARATE PAYMENT WILL NOT OF RECORD MT 59715 KYLE TAGE (406)567-1139 2. IN GENERAL,EXISTING STRUCTURES AND FACILITIES ARE NOTED AS BE MADE. ® PROPOSED SANITARY SEWER MANHOLE "EXISTING"AND ARE SHOWN IN LIGHT LINE WEIGHTS OR AS SCREENED 17. THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR BACKGROUND.NEW STRUCTURES OR FACILITIES ARE SHOWN IN HEAVY THE SOIL TYPES AND SURFACE MATERIALS ENCOUNTERED ON THE PROJECT. GEOTECHNICAL SK GEOTECHNICAL 2511 HOLMAN AVENUE 406 BRETT WARREN 652-3930 aco PROPOSED CLEAN OUT LINE WEIGHTS. BILLINGS,MT 59108 ( ) 3. STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON STANDARD 18. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THERE IS A STORM PROPOSED STORM INLET LEGEND SHEETS.THEREFORE,SOME SYMBOLS OR ABBREVIATIONS WATER POLLUTION PREVENTION PLAN(SWPPP)AND NOTICE OF INTENT(NOI) CIVIL MORRISON- 3011 PALMER STREET JEREMY HERRING 406 PROPOSED CURB INLET SHOWN ON THE STANDARD LEGENDS MAY NOT BE SHOWN ON THE APPROVED BY THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEER MAIERLE,INC MISSOULA,MT 59808 ( )542-8880 PLANS. (MDEQ)OR LOCAL GOVERNING AGENCY AS APPROPRIATE.IF THERE IS NOT ® PROPOSED DRAINAGE MANHOLE AN APPROVED SWPPP AND NOI,THE CONTRACTOR SHALL BE RESPONSIBLE LANDSCAPE CUSTOM EARTH 859 JESSIE WAY FOR OBTAINING THE NECESSARY APPROVALS FROM MDEQ OR THE LOCAL DESIGN DESIGN STUDIO BOZEMAN,MT 59715 CHAD REMPFER (406)539-7030 ® PROPOSED FOOTING DRAIN SUMP GOVERNING AGENCY. z PROPOSED UTILITY OR TELEPHONE POLE 19. ALL WORK WITHIN MDT RIGHT OF WAY REQUIRES TRAFFIC CONTROL IN RECORD SET CI&ZON NGNG BOZEMAN BOZEMAN,CITY OF 20 EASTLIVE MT gn1STR BRIAN KRUEGER (406)582-2260 ACCORDANCE WITH WITH THE MUTCD AND MDT SPECIFICATIONS. 12/11/15 VERIFY SCALE! REVISIONS DESIGN ENGINEER:JEREMY T.HERRING P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY THIS RECORD DRAWING HAS BEEN DSGN.BY: 2947.011 REDUCED.LINE BELOW MORRISON Missoula, Palmer 598 PREPARED.WOODED BOZEMAN#1 TOWN PUMP CONVENIENCE STORE 1 Engineers Missoula,MT 59808 INFORMATION PROVIDED BY SHEET NUMBER MEASURES ONE NCH ON I-. OTHERS.THE ENGINEER HAS NOT APPR.BY:... ORIGINAL DRAWING. IUl SUNeyOIS VERIFIED THE ACCURACYAND I OR BOZEMAN MONTANA - IL` Scientists INFORMATION OFTHIS DATE:4/2014 MAIERLE INC. rs INNOT BE A LINSTANCES DRAWING NUMBER Planne Phone:(406)542-8880 ANDD RMATSHALLION IN RESPONSIBLE Q.C.REVIEW Fax:(406)542-4801 FORANYERRORSOROMISSIONS MODIFY SCALE ACCORDINGLY! An Employee-OHmed Company THAT MAY BE INCORPORATED AS BY:TBM GENERAL LEGEND AND NOTES C0.1 A RESULT OF INFORMATION M:129471011-BOZEMAN#11ACAD\RECORD\C0.1-LEGEND-NOTES.DWG PLOTTED BY JEREMY HERRING ON Jan/15/2016 COPYRIGHT®MORRISON-MAIERLE,ING,2o16 I PROVIDED By OTHERS. DATE:9/4/13 NOTES: 1, EXISTING 211 UTILITY EASEMENT SHOWN WILL BE RELOCATED TO ENCOMPASS NEW UTILITY IT PER NORTHWESTERN ENERGY. 2. THIS IS NOT INTENDED TO BE A BOUNDARY SURVEY.DIMENSIONS SHOWN ARE PER THE AMENDED PLAT C-23-A29 OF THE NORTHERN PACIFIC ADDITION. LEGEND NR CURVE RADIUS L CURVELENGTH d CURVE DELTA CB CHORD BEARING CH CHORD LENGTH SCALE ___ ----"- Na1°ozla"E,9a.9a' 30 15 0 30 60 ---" IN FEET La32ZA•2's - 97• MENDENHALL STREET / b,13A°pg3T"E L,'j2S 15" VACATED PER 49 FM 699 / Cg No322 g1 N p76°0711"E GBa _22870' — w LL M qAG 29 W Q 3 �O 4�T OG Zp2� ww N L1r U JBL>LLC 6 ———— 35o O ------OaN 9A58 / ————————— p222•E. -- — G" LOT 13A-1 / S88°20'10"E,50.66' I \ PROPOSED RELOCATED 20'UTILITY EASEMENT(SEE NOTE 1) N88°19'39"W I--.---------------I T I 3M $ -----1L \1�P�j6,55----- i II \ \ zo — — — — — 4-4 / \ \\/ — -w" — - - - - - — — - - - - - - - - - - - - Ne — — — — — — / N88°20'11"W,106.10' � W 1 1 EXISTING 20'UTILITY EASEMENT S88-19'39"E, LLC 1 3zss JBL k7 , I I I I 3 LOT 13A-2 I I w i NEW LOT LINE N N N EXISTING I I I N88°3924"W,200.41' 20'UTILITY I I z I 7, // 'SO` yPG4366 w EASEMENT I I 1 / o h I I 4Pcyv CO PROPOSED 10'UTILITY EASEMENT m Sv / of rVpB 4 3 PT1 1011 G.2- Pp01S y1P� N88°47'50"W,3.41' I I I 1PGY�""G$S 1g16, / -------------- I I I j y4'�'156yN w 010 I I � z I I I I L---- — 124.24' 1 ------ 11s.or N88°20'43"W,124.40' ——— — `------------------------------N88°34'52"W,240.31- --------------------------------- EAST MAIN STREET - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RECORD SET — — 12/H-tI5-- VERIFY SCALE! REVISIONS DESIGN ENGINEER:JEREMY T.HERRING I P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY THIS RECORD DRAWING HAS BEEN DSGN.BY:JTH 2947.011 REDUCED.LINE BELOW MORRISON Missoula, Palmer 598 FORMATION PART,BYBOZEMAN#1 TOWN PUMP CONVENIENCE STORE Engineers Missoula,MT 59808 INFORMATION PROVIDED BY SHEET NUMBER MEASURES ONE NCH ON I—. OTHERS.THE ENGINEER H45 NOT APPR.BY:... ORIGINAL DRAWING. IUl SUNayOIS VERIFIED THE ACCURACYAND I OR BOZEMAN MONTANA — �IL` SCienNSls COMPLETENESSOFTHIS DATE:4/2014 MAIERLE INC. IND SNALLINOT BE LINSTANCES DRAWING NUMBER Planners Phone:(406)542-4801 AND SHALLNORS RESPONSIBLE OMISSIONS D.C.REVIEW Fax:406 542-4801 FORA NY ERRORS OR OMISSIONS MODIFY SCALE ACCORDINGLY! An Employee-Oumed Company ( THAT NAY BE INCORPORATED AS BY:TBM BOUNDARY LAYOUT PLAN C1.0 A RESULT OF INFORMATION M:129471011-BOZEMAN#1IACAD\RECORD\C1.0-BNOV-PLAN.DWG PLOTTED BY:JEREMV HERRING ON Jan/15/2016 COPYRIGHT®MORRISON-MAIERLE,ING,2o16 PROVIDED BY OTHERS. DATE:9/4/13 CONTROL POINT TABLE -POINT-NO. NORTHING STING ELEVATION MCRIPIIuN / G / / / / ON ✓ / // N / / / 601000 5242.17 9726.36 4805.992 CP-60DNAIL 7 601001 5024.74 9670.25 4807.783 CP-MAG NAIL EXISTING RAILROAD o l iy / f�� / / — — / / / 601002 5043.35 9781.62 4808.732 CP-60D TRACKS(TYPJ � / �/ / b / NAIL 'D I/ / DEMOLITION NOTES ' 8 7 l I f 111 1 1 1 1 �� op EXISTING/TREEST�R�AI I I / b66 i p h., y I I( u O REMOVAL OF SIGN SHALL BE COORDINATED WITH DAN SAMPSON 406-497-6860. EXISTINGDITC11 CC '/'//�/,�. .,!♦�.f"/J/' 1' CENTERLINE O / / I I EXISTING BUILDING,FUEL CANOPY,FUEL ISLANDS,CONCRETE FUEL CONTAINMENT WALL TO BE sowoo / .'.L'.'.)..'' Ill.'.'. .'.'.'.f''!{ I. ' d \ I yp/ \ / / / I I 11 I O REMOVED BY OTHERS. / : :.::. O a CONTRACTOR SHALL NOTIFY NORTHWESTERN ENERGY(ANDREA BUFFINGTON,406-582-4631) { '♦♦♦♦♦♦♦'♦♦T'��/♦ FOR COORDINATION OF THE REMOVAURELOCATION OF ELECTRIC AND GAS ON SITE. CONTRACTOR SHALL I f k.�:�.... ::.:.: :: yA 1 G.pP" / 1 / .� f♦r� /' ♦T�♦ 8 �I / I/ / / //// / G/ /\\\1 / O OR C ORDINATION OF TNOTIFYHE EMOVAURELOCAT ON OF TE EPHONE ON SICENTURY LINK COMMUNICATIONS(LANCE EE,602-214-0311) / — — —T F� -- �— / 6 — — / — +--�� — CONTRACTOR SHALL NOTIFY OPTIMUM COMMUNICATIONS(DARED PHILLIPS,406-570-0935)FOR O w yp COORDINATION OF THE REMOVAL/RELOCATION OF CABLE ON SITE. SCALE orate>TTu�6 / J fJ, / / / ` /� / / � �� O 20 10 0 20 40 CONTRACTOR SHALL REMOVE ALL VEGETATION WITHIN PROJECT LIMITS TO A MINIMUM OF U BELOW EXISTING GROUND AND PROPERLY DISPOSE OF,EXCEPT AS NOTED OTHERWISE. 4 IN FEET 5 CONTRACTOR SHALL REMOVE ASPHALT AND CONCRETE.CONTRACTOR ALLOWED TO USE RECYCLED ASPHALT OR CONCRETE MATERIAL IN CRUSHED SUB BASE MATERIAL BASED ON CITY OF BOZEMAN SPECIFICATIONS. I •RBR-5/81N A A / I/ CONTRACTOR TO COORDINATE WITH ENGINEER PRIOR TO UTILIZING R.A.P.FOR USE ON l =" Q l,' / l � � � •'•�'Y:"I / I/ � � � � / l / PROJECT. q3 �u";� / 10 , \ 1 �:�, %•�T• / I V / m / / / / / l / I I O SAWCUT LINE AT FULL DEPTH.R ASPHALT,CURB AND GUTTER REMOVAL.SAWCUT LINE SHALL BE NEAT LINE CONTRACTOR SHALL REMOVE 5'CHAINLINK FENCE AND BASES. O m FAMILARIZE THEMSELVES S WITH EXISTING CONDITIONS,FACILITY AND THOROUGHLY REMOVE ALL ITEMS THAT ARE CROSS HATCHED OR NOTED WITHIN PROJECT LIMITS. ! ( I• f' / � �71, / I REMOVAL OF CONCRETE SLABS OR FOUNDATIONS INCLUDES REMOVAL DOWN TO A MINIMUM 2 8 / / / / " �, 1 I I I I /�•„I �� ' F�ROJEQT LIMNS I I I 13 IS VEGETATED,DEMOLITION REPLACEMENT UREPLACEMENT OF SUITABLETOPSOIL.ITABLE FILL MATERIAL.WHERE ED SURFACE // Il l I I I I \ THE CONTRACTOR SHALL PROVIDE ALL DEMOLITION INCIDENTAL TO OR REQUIRED FOR NEW 6 / I I CONSTRUCTION WHETHER OR NOT IT IS SPECIFICALLY NOTED,INCLUDING,BUT NOT LIMITED EAST B JI •,hJ]I / / m/ OUNDARY�LINE I 1 \ 14 TO,ALL OTHER DEMOLITION THAT MIGHT REASONABLE BE REQUIRED IN PREPARATION FOR 9 { I \ 6 I I I r F I \ \ SPECIFIED FINISHES. DEMOLITION SHALL BE PREFORMED IN A MANNER THAT WILL NOT 1 DAMAGE ANY SERVICES TO REMAIN. / I I ( d} 'J:♦ / I I I I / ~ / I I I I 1 \ 5 THE CONTRACTOR SHALL MAINTAIN AND ADHERE TO ALL CURRENT LIFE-SAFETY AND INTERIM LIFE-SAFETY RULES AND REGULATIONS THROUGHOUT THE CONSTRUCTION OF THIS PROJECT. / 3 oyy O y ' 'I I �o l •t / I l I I \ 16 DEBRIS SHALL BE PROMPTLY REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER. CONTRACTOR SHALL REMOVE�' ';�♦'' / I \ \ \ 17 OF EXISTING SEWER PROPERTY LINE,CAP,THEN ABANDON N DON PLACE.PRIOR TO REMOVING SERVICE LINES, / a / l / l ✓ �^f�- I(" • 23 ;:�. �'':':'o ;;};; I I I I I I m 6 1 12 1 1414 15 16 17 \ \ O CONTRACTOR SHALL NOTIFY CITY OF BOZEMAN. [ ` I '♦aI I I I ~ I \ \ 18 CONTRACTOR SHALL REMOVE RAILING FROM TOP OF CULVERT HEADWALL ONCE PUBLIC vPC-951SES SAFETY CAN BE MAINTAINED. / ON -/ I © ® ♦` / / ,,N.'. \ 6. y I 1 19 REMOVE PIN DOWN CURB. ON 2 0 I / . `� {♦;;';/j� I' I I J I m I 1 \ \ REMOVE AND REPLACE WITH TRAFFIC BEARING LIDS AT F.G.ALL MONITORING WELLS AND \ 1 20 ACCESS POINTS NEAR CONCRETE FUEL CONTAINMENT WALL. REMOVE EXISTING ROAD SIGNS TO BE RELOCATED.CONTRACTOR SHALL COORDINATE WITH 1 I G / c�/ �•. l ® I� soloozl ((ttI �, ` 4��yI T I I / I I I I \ 1 21 ENGINEER PRIOR TO PLACEMENT. / .c •{,:C I I I I I 22 ABANDON EXISTING WATER SERVICE TO BUILDING BY CAPPING AT THE MAIN PER CITY OF BOZEMAN STANDARDS. REMOVE/RELOCATE SHEDS PER DIRECTION OF OWNER. tn«ettt«ettt«�e .. .u ..........� �Int�a .««»�» ..,u.L 111, . + NG�' - ___- ° 1 \ \ \ 24 REMOVE EXISTING STOPBAR AND CROSSWALKS. 25 CIVIL CONTRACTOR TO COORDINATE RELOCATION OF VENT PIPES WITH FUEL CONTRACTOR. — — •-- __—__� 24 I � -`4—E --EW/-----EW--__ o r' ��\ 8 7,�.,... \— —EW— ---E6V----- Ittn« 0 EW—_ _EW—_—`a— TII EW— --EW— __OS3._-- iui•• o / _EV_ 24 21 � L -----EW—__—_E —oSa_____ I _— Ie OS3— -- OS3-----OS3—___ OSa-- I 9 / EAST MAIN STREET —Es—_ — - ----- 11iiEr ---Es—_ — il 2 — ES__—_ --- " 22 EXACT LOCATION OF WATER SERVICE ---Nc — TO BE DETERMINED BY CONTRACTOR _—Es__I—_ Es.__ Eso\ -- - - - - - - ---_� - -_-_ -_ _- - - _ - ---_ES _ RECORD SET I — — — — — — -\ --ES__—_ �� 12/11/15 VERIFY SCALE! REVISIONS DESIGN ENGINEER:JEREMY T.HERRING P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY THIS RECORD DRAWING HAS BEEN DSGN.BY:JTH 2947.011 REDUCED.ONE MORRISON Missoula, Pall 598 PREPARED.INOVIDED BOZEMAN#1 TOWN PUMP CONVENIENCE STORE Engineers Missoula,MT 59808 HERS THEENGINEEREDBY SHEET NUMBER MEASURES ONE IN ON OTHERS.THE ENGINEER HAS NOT APPR.BY:... ORIGINAL DRAWING. SUNeyOIS VERIFIED COMPLETENESS OF THIS OR BOZEMAN MONTANA — �IL` SCienNSfs COMPLETENESS DATE:4/2014 MAIERLE INC. INFORMATION IN ALL INSTANCES DRAWING NUMBER Planners Phone:(406)542-8880 AND SHALL NOT BE RESPONSIBLE D.C.REVIEW Fax:406 542-4801 FOR ANY ERRORS OR OMISSI0N5 MODIFY SCALE ACCORDINGLY! ( ) THAT MAY BE INCORPORATED AS BY:TBM EXISTING SITE AND DEMOLITION PLAN C 1.1 An Employee-OHmed Company A RESULT OF INFORMATION M:129071011-BOZEMAN#1 WCA.RECOR.I.I.I-SITE-DEMO PLN.DWG PLOTTED BY:JEREMY HERRING ON Jan/1512016 1 COPYRIGHT®MORRISON-MAIERLE,ING,2o16 I PROVIDED BY OTHERS. 11 DATE:9/4/13 — NOTES: ��—�—� / �� / ✓�- / / ALL DIMENSIONS ARE TO TOP BACK OF CURB UNLESS OTHERWISE NOTED. 2 CONSTRUCT NEW MOUNTABLE CURB.SEE DETAILS. �6'FENCE O3 CONSTRUCT NEW APPROACH PER CITY OF BOZEMAN STANDARD.SEE DETAILS. /. TIE NEW CURB AND GUTTER INTO EXISTING CURB&GUTTER. /°9°✓ PON� TIE NEW SIDEWALK INTO EXISTING SIDEWALK. : LLI �LL LL SITE LIGHT POLES(TYP) O JLL J SEE ARCH.PLANS FOR DETAILS 6 NEW INTEGRAL CONCRETE CURB&GUTTER PER CITY OF BOZEMAN STANDARD. -- ----/ O SEE DETAILS. - / CONCRETE DUMPSTER PAD O7 NEW 30"HIGH SITTING WALL.SEE ARCH.PLANS FOR DETAILS. co c ( 12.0% FOR TRASH ENCLOSURE �u' . O NEW BOX CULVERT.SEE SHEET CLB&C2.6 NEW LANDSCAPE WALL.SEE ARCH.PLANS FOR DETAILS. 9.0. INSTALL NDS TRENCH DRAIN.MATCH SLOPE TO SURFACE. INSTALL GALVANIZED O COVE GUTTER 'Py+o (TYP.) �. 10 PEDESTRIAN GRATING WITH MINIMUM CLASS C RATING THAT MEETS ADA / CONCRETE SLAB LL LL LL u REQUIREMENTS.SLOPE CHANNEL TO DRAIN TO STORM INLET. 3 9.0' v - (TYP.) M 8.0' LEGEND 15.3' I aW6 /, 6 ( < 1 � I CATCH CURB DROP CURB ° -8.0, 10.2' — MOUNTABLE CURB /a 44 SPILL CURB p °a � 18.8' (Typ) 7 75 LANDSCAPING(SOD,XERISCAPE) y / DECORATIVE CONCRETE BIKE RACK(TYP) / / J SEE ARCH.PLANS FOR DETAILS ---- / PROPERTY LINE y/ o o <K 2 O CANOPY LINE / ABOVE FUEL �L PUMPS(TYP.) LL J W Rig 3 — // 88 .g0,. / O _ps NEW FUEL TANKS 9 o P 7 yo00 14 o NEW CURB RADIUS q R�Yo, — ° _ o ° o ° w PER MDT APPROVAL - —- - - — —4 — — `— —7— 4 EAST MAIN STREET w s I MONUMENT SIGN I 6 w - os SEE ARC I DETAILS I i \ I I \ — — - — — - - — — - - — — — SCALE 20 40 RECORD SET IN FEET — — — 12/11/15 VERIFY SCALE! REVISIONS DESIGN ENGINEER:JEREMY T.HERRING P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY THIS RECORD DRAWING HAS BEEN DSGN.BY:JTH 2947.011 REDUCED.LINE BELOW MORRISON Missoula, Palmer 598 PREPARENP PROVIDED BOZEMAN#1 TOWN PUMP CONVENIENCE STORE 1 Engineers Missoula,MT 59808 INFORMATION PROVIDED BY SHEET NUMBER MEASURESONEINCH ON I—. OTHERS.THE ENGINEER HAS NOT APPR.BY:... ORIGINAL DRAWING. 2 IUl SUNayOIS VERIFIED THE ACCURACY AND I OR BOZEMAN MONTANA — �IL` SCienNSfs COMPLETENESS OFTHIS DATE:4/2014 MAIERLE INC. INFORMATINOT BE LINSTANCES DRAWING NUMBER Planners Phone:(406)542-8880 AND SHALL NOT BE RESPONSIBLE O.C.REVIEW Fax:406 542-4801 FORTHAT NYERRORS OR OMISSIONS MODIFY SCALE ACCORDINGLY! An Employee-OHmed Company ( ) THAT FINFORMATEN BY:TBM SITE LAYOUT PLAN C1.2 A RESULT ININFORMATION M:129471011-BOZEMAN#1IACAD\RECORD\C1.2-SITE PLAN.DWG PLOTTED BY:JEREMV HERRING ON Jan/15/2016 COPYRIGHT®MORRISON-MAIERLE,ING,2o16 PROVIDED BY OTHERS. DATE:9/4/13 NOTES 1. MAINTAIN 2%OR LESS CROSS SLOPE ON ALL NEW SIDEWALK. U. 4805 — / \ ✓OUT CTU�2E */x 1 2. ALL CURB INTERIOR TO SITE SHALL BE SPILL CURB UNLESS NOTED / MAT H EXISTI G / ° / // /7 Fj / — OTHERWISE(SEE LEGEND THIS SHEET). D ENTION P�ND T.o,w.4816.20' ro �04]] ," 3. CONTRACTOR SHALL CLEAR DEBRIS AND NON-COMPETENT CONCRETE o W. W.4808.81' 4sa6.o6 FROM EXISTING CULVERT HEADWALL AND PROVIDE CAST-IN-PLACE HS-20 / T/, 68'12. .,, l I � TRAFFIC RATED TRANSITION COLLAR ADJOINING EXISTING CULVERT TO T.o W.480228' ,o, NEW CULVERT. CORE 4,.MANHOLE W/8"PIPE TO EXISTING a" s —T.O',v.480693 ao o I T.O.W.4801.eo' �� _ 7.ea SEE NOTE 8 MANHO / i a.. ' < $ T.o.w.48ots9' aeoe.oD' � � \ � 4. SPOT ELEVATIONS CALLED OUT AS"T.O.W."DENOTE TOP OF WALL. T.O.W.4806.00' 9°°sI ./.4806.9 0' a / OTHERWISE,SPOT ELEVATIONS DENOTE TOP BACK CURB OR SIDEWALK. T.O.W m� I 'NOW STOR GE d 0e Nero" / —4e06.16 T.O.W.aeoaaz• ) / / 5. CURB DETAILS SHOWN ON SHEET C2.1 SAND/OIL SEPARATOR %� s° e. 4eozso• aelo.2s• 6. EXISTING SITE CONTOURS ARE DISPLAYED AT 1'CONTOUR INTERVAL. SEE DETAILS / � � 38"STA ARD STORM I III ��, ' DRAIN LET GRADE BREAK 48aT.69' I REFUSE ENCLOSURE(SEE ARCH.PLANS) /° "�► II I, III aeoz]a•(NP') GRADE TO DRAIN 7. PROPOSED SITE CONTOURS ARE DISPLAYED AT I'CONTOUR INTERVAL. "STANDARD I I III INLET � O SEE DETAIL III III I 8. PROVIDE CURB AND GUTTER WITH CURB PORTION REMOVED V EACH O 12'X 4'BOX CULVERT 48oa90 eo'` I I a80z93• / DIRECTION FROM CORNER. Y / GREASE INTERCEPTOR I / (SEE DETAILS) / 9, 4808.09' I W $ ry9 d III I / ,GRADE/BREAK �(TYPr LEGEND — — B"a ll� I 0.$0,. oys _ . / / / CATCH CURB III 4809.13• �Os"e4p �s4v�FPse c�' e� l 'a ��h � TOW 4808.87 �4� 11°eaa III III I 'oa°- 24"STA// NDAR6 STORM DRAIN INLET DROP CURB p / lI '` 1/l III III N° MOUNTABLE CURB � — SPILL CURB a4. / �H //B TYPYQAL Q6Vff GUTTER / a-7.09'� •.1/ 1l l/ SEEPETAILq II s; Q Q � 480�7.3T4emsa' - a // 4 00° // // ❑ s. Q — —Q Q Q ]4; 24" ANDARD ST M INLET — — �—•1Q illII 0� F.F.4809.50 — � I o I ' T.O.W.4917.80' ° Q III I N ne — — — � r.o.w.asla.os• 'J I _ a SITE WORK LIMITS ADJACENT TO A�T 24"STANDARD �s�Oj L LL JI 11° o0�ha III BUILDING EXCEPT FOR SURFACE 1 I I \ Q STORM DRAIN INLET ° e a 'a GRADING a °ir• p;, III a v bis �o° III -16 I I \ a s III III -E O� 4809 24'4809 ' 14809.40' I_ a809.46' I I O ='= '- aro' III O w� �. oRAGE a8 aeos.4z8s°' a e os a312 ` \ I I ` SITTING W ALL DETAIL T.O.W.4810.3 T.O.W.4813.97 SCALE: 1 =5' .480822 0808 0806' — \ � ATC�HJISTING4807 2• a 480 4814 4807.65' 48140 T O W 4813.9] O 7- -SEE NOTE 3---- SEE DETAIL A STANDARD SUMP -- EAST MAIN STREET — w w — /' `��`• — °$ 24"STANDARD STORM'LET w MATCH EXISTING o — _---_ _ I� ----- -t TOP OF PLANTER WALL 4611.00' ----- LLL LEL ILL -` ss LLL` 'LLL` a LL I�� --- — — �tL _ -a-- - - - - - N - - - ---- LLL LLL LLLIIIL LLL LLLL LLL — ------ ---- __ LLL "` MATCH EXISTING LLL` \ LLLL MATCH EXISTING ------------- SCALE 20 10 0 20 40 - - _ RECORD SET MATCH / � �� J �� A�� — - I IN FEET EXISTING - --- _ / �� ...\ �� I/ 12/11/15 VERIFY SCALE! REVISIONS DESIGN ENGINEER:JEREMY T.HERRING P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY THIS RECORD DRAWING HAS BEEN DSGN.BY:JTH 2947.011 REDUCED.LINE BELOW MORRISON 3011 Palmer St. PREPARED.IN PART,BY BOZEMAN#1 TOWN PUMP CONVENIENCE STORE 1 Engineers Missoula,MT 59808 H FORMATION PROVIDED BY SHEET NUMBER MEASURES ONE INCH WIN . OTHER6.THE ENGINEER HAS NOT APPR.BY:... ORIGINAL DRAWING. 2 SUNayOIS VERIFIED THE ACCURACYAND I OR BOZEMAN MONTANA — �IL` SCienflSfS COMPLETENESS OFTHIS DATE:4/2014 MAIERLE INC. INFORMATION INBE ALL INSTANCES DRAWING NUMBER Planners Phone:(406)5424801 THATAND N4 NOT RESPONSIBLE O.C.REVIEW Fax:406 542-4801 FOR ANY ERROftS OR OMISSIONS MODIFY SCALE ACCORDINGLY! ( ) THAT MAY BEINCORFO—DAS BY:TBM SITE GRADING AND DRAINAGE PLAN C 1.3 An Employee-OHmed Company A RESULT OF INFORMATION M:1294T101I-BOZEMAN#1 WCAD\RECORD1C1.S-GRADING PLAN.DWG PLOTTED BY:JEREMY HERRING ON Jan/15/2016 COPYRIGHT 0 MORRISON-MAIERLE•ING,2016 PROVIDED BY OTHERS. DATE:9/4/13 1 RELOCATED OVERHEAD POWER x/ �� INSTALL NEW LAMINATED POLE INSTALL THREE PHASE THREE OUND PHASE CONDUCTOR TO NEW THREE PHASE PEDESTAL /�— INSTALL NEW POLE CONNECT TO EXIS G 10" / / INSTALL NEW THREE PHASE / — WITH DOWN GUY SANITARY S ER MAIN. JUNCTION PEDESTAL SEE NOTE 10. /� ———— Q CONNECT TO EXISTING CABLE — /� _ a — -- Gyp �� — ---- — ---- sol \oyp PROPOSED RO OSED2' NOTES / — -- --a II I r INSTALL THREE SPANS OF NEW �—— ° � 1. LOCATION OF EXISTING WATER LINES,SEWER LINES,TANKS,CULVERTS THREE PHASE OVERHEAD CONDUCTOR . s " \ G S° \� ya AND OTHER UTILITIES AS SHOWN ARE APPROXIMATE.CONTRACTOR I SHALL VERIFY THE LOCATION AND DEPTH OF THESE FACILITIES AS REPLACE POLE WITH LAMINATED / ,l//alp ' y S III 194 LF 6"SDR26 SANITARY �I I Gya \ NECESSARY TO MAKE CONNECTIONS TO OR TO EXCAVATE ADJACENT TO POLE(CENTURY LINK POLE) / SEWER SERVICE LINE INSTALL TALLER POLE s_ III III I I \�� \\�� THE FACILITIES.THE ENGINEER MAY REQUIRE THE CONTRACTOR TO //GY' S_e-g m III III I'I I \G —— WITH DOWN GUY——— � ya �� EXPOSE EXISTING WATER AND SEWER LINES TO OBTAIN THE EXACT LOCATION OF THESE UTILITIES. o ,/ � � III s III s� h Gya 2. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES WITH THE PLANS.THE ENGINEER WILL PROVIDE A REPRESENTATIVE FOR / Ds= °// °,ap III I FIELD VERIFICATION.THE ENGINEER CAN BE REACHED AT: oy a �° III I O oly I �`-------- _--_ MORRISON-MAIERLE,INC. I IINSTALL NEW THREE PHASE 406-542-8880 NDERGROUND CONDUCTOR Ill I 3. ALL WORK SHALL BE DONE ACCORDING TO MPWSS,SIXTH EDITION, APRIL 2010 LATEST ADDENDUM AND THE CITY OF BOZEMAN EXISTING UTILITY EASMENT / / Gg % �° ° III I I • ° GpREASE INTERCEPTOR MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD 3 EE DETAIL© SPECIFICATIONS SIXTH EDITION MARCH 2O11 AND ADDENDUM No.1;AND ° S n III III I GS —aFb—Gs GS C2.4 THE PROJECT SPECIFICATIONS. B 4 Y c o Iq m I 4. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND ARE NOT TO 32 LF I"I1 I BE CONSIDERED COMPLETE.THE CONTRACTOR SHALL VERIFY THE SANITARY SEWER orcl LOCATION OF ALL BURIED UTILITIES PRIOR TO BEGINNING CONSTRUCTION.THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY LINES DURING CONSTRUCTION.ALL UTILITY LINES DAMAGED / / •°'//°^• ° III III I o G DURING CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.OTHER UNDERGROUND UTILITIES MAY EXIST NOT SHOWN,THE CONTRACTOR SHALL HAVE ALL UTILITIES MARKED BY THE UTILITY COMPANY AND/OR ONE-CALL LOCATORS.CALL BEFORE YOU DIG,1-800-424-5555. m � 5. MAINTAIN A MINIMUM OF 6.5 FEET OF COVER OVER THE NEW WATER I PROPOSED 10' LINES AND SERVICES. _ N UTILITY EASEMENT � I S SD III III al I 6. TYPE 1 BEDDING SHALL BE USED FOR ALL NEW WATER LINES UNLESS III III w ❑ ' �I m I THE ENGINEER AUTHORIZES THE USE OF TYPE 2 BEDDING IF UNSTABLE 4 III IIIG&LL I I I CONDITIONS ARE ENCOUNTERED. / h a 4FD 7. FIRE LINE MUST BE DISINFECTED IN ACCORDANCE WITH MPWSS AND Gs CITY OF BOZEMAN REQUIREMENTS.TWO COPIES OF THE / c BACTERIOLOGICAL TEST RESULTS SHALL BE SUBMITTED TO THE CITY SD rn III INSTALL NEW THREE PHASE ENGINEERING DEPARTMENT. FIRE LINE TO BE FLUSHED AND PRESSURE SEE NOTE 11 ' _ a-U ° III UNDERGROUND TRANSFORMER I TESTED IN ACCORDANCE WITH NFPA 24.A CONTRACTORS MATERIAL AND SERVICE TO NEW BUILDING I m I ° III III I I AND TESTING CERTIFICATE FOR UNDERGROUND PIPING,NFPA 24,MUST BE COMPLETED WITH TWO COPIES SUBMITTED TO THE CITY OF BOZEMAN III III 43 LF 2"DOMESTIC I ENGINEERING DEPARTMENT. ®®® O III III WATER SERVICE LINE m / / <•O. °O e a a III III 43 LF 4"FIRE SERVICE LINE SEE NOTE 11 8. THE FIRE SERVICE LINE RISER"REDI-ROD"RESTRAINTS ARE TO BE / o G °•°0-0. III III I °a I COATED WITH KOPPERS BITUMASTIC No.5 COATING OR EQUAL. �G °•O•° III I �� I INSTALL NEW THREE PHASE JUNCTION PEDESTAL CONNECT TO EXISTING CABLE 9. CONTRACTOR RESPONSIBLE FOR COORDINATING CONSTRUCTION WITH G - III I Gdo OB RD Gw I OTHER TRADES. EXISTING THREE PHASE 10. CONTRACTOR TO VERIFY DEPTH OF EXISTING SEWER MAIN PRIOR TO UNDERGROUND CONDUCTOR CONNECTION. 11. NEW GAS,POWER AND COMMUNICATION SERVICES;ACTUAL LOCATION - TO BE PROVIDED BY UTILITY PROVIDERS. _ . O O EAST MAIN STREET I I CONNECT TO EXISTING WATER MAIN 4"STANDARD FIRE SERVICE LINE PER CITY OF BOZEMAN. SEE DETAILS.CONNECT TO EXISTING WATER MAIN. SCALE - - - - - - - - - - - -�- - - - � � � I � 20 10 D 20 40 RECORD SET - - - - - - IN FEET 12/11/15 VERIFY SCALE! REVISIONS DESIGN ENGINEER:JFRFMY T.HERRING P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY THIS RECORD DRAWING HAS BEEN DSGN.BY: 2947.011 REDUCED.LINE BELOW MORRISON 3011 Palmer 598 PREPARENPRART.BV BOZEMAN#1 TOWN PUMP CONVENIENCE STORE Engineers Missoula,PalTrSt. IN FORMATION PROVIDED BY SHEET NUMBER MEASURES ONE NCH ON I—. OTHERS.THE ENGINEER H4S NOT APPR.BY:... ORIGINAL DRAWING. IUl SUNayOIS VERIFIED THE ACCURACYAND I OR BOZEMAN MONTANA — �IL` SCienNSls COMPLETENESS OFTHIS DATE:4/2014 MAIERLE INC. INFORMATINOT BE LINSTANCES DRAWING NUMBER Planners Phone:(406)542-8880 AND SHALL NOT BE RESPONSIBLE O.C.REVIEW Fax:406 542-4801 FORTHAT NAY RRORS OR OM ISSIONS MODIFY SCALE ACCORDINGLY! An Employee-OHmed Company ( ) THAT NAY BEINCORPORATED AS BY:TBM UTILITY PLAN C1.4 A RESULT OF INFORMATION M:129471011-BOZEMAN#1IACAD\RECORD%C1.4-UTILITY PLN.DWG PLOTTED BY:JEREMY HERRING ON JanI15I2016 COPYRIGHT®MORRISON-MAIERLE,ING,2o16 I PROVIDED BY OTHERS. DATE:9/4/13 pH0HHF 8CCHF / I mHF OHF ryp OHT OH _ S / \ �OH� {lyi OHF O r 4 OHOT�OHPF OHT OHP�OHT�O T OHT j OHT OHT 1 so -- O5 F ^ S s s s ✓, — � d / O ° S STA0+91.43 III III 4 0 " �a�Q� / �� g� CLEANOUT II s m II III III a ~s\g III III I a CDs`s` o o ° W o gyms W v v �g III III STA 1+90.28 0 d �—s�I II CLEANOUT g ii o o �v✓ dd d° d d 4 3 �as 4� s�vg STA 1+92.17 a SERVICE ° v cis s d III / v sD III III I O 2+00 I d / Jd m T d ° III III I � o a q II II G ASE AP 6 m/ `• I III III RBA-5181N — — — — — d 2.4 _N_ o y III I 0 I y m d y a as d o a d o / as ° a ° III I V d a CLEANOUT STA 2+25.77 T � a5 a$ EA o SF�-- � as CL �4 NOUT / d d as y� ° d I /a d L4FD FD 4FD F F Gs HORIZONTAL SCALE sD� sD III III I o5 I 2+29 10 5 0 10 20 d 4 J dl °DIP / IN FEETF.F.48109.50 4F d < i 4E 4820 Mo v NOTES: + rn 118.4 LF OF 6" SDR 26 PVC @ 4.1 % SLOPEk 1. CONTRACTOR SHALL MAINTAIN 36"MINIMUM COVER. Q Itt TRAFFIC RATED TRAFFIC RATED 2. CONTRACTOR SHALL UTILIZE IN-LINE GASKET WYE FOR > FINISH GROUND MAIN CONNECTION. J 191.1 LF OF 6"SDR 26 PVC @ 2.00 D SLOPE 3. CONTRACTOR SHALL ENCASE SEWER SERVICE LINE AS SHOWN AND PLACE BLUE BOARD BETWEEN 4810 4810 ENCASEMENT AND CULVERT. 4. PROVIDE ROAD BOX PER CITY OF BOZEMAN STANDARDS FOR ALL CLEANOUTS. \ CLEANOUT CLEANOUT PIPEINVERT CONNECTION E 10 SERVICE " 4800 CONNECTION — 4Rmm 4800 CLEANOUT CONNECTION PLACE BLl.IE BOARD. SEE NOTE 3. STA: 0+00.6 ELEV= 4791.56 PROPOSED 12'X 4' BOX CULVERT 8"STORM B CROSSING 4790 1 1 4790 0+00 1+00 2+00 2+29 VERTICAL SCALE RECORD SET 5 2.5 0 5 10 IN FEET 12/11/15 VERIFY SCALE! REVISIONS DESIGN ENGINEER:JEREMY T.HERRING P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PR NITS MAY BE NO. DESCRIPTION DATE BY THIS RECORD DRAWING HAS BEEN DSGN.BY: 2947.011 REDUCED.LINE BELOW MORRISON ssou Palmer598 PREPARENPRART.BV BOZEMAN#1 TOWN PUMP CONVENIENCE STORE Engineers Missoula,MT 59808 INFORMATI ENGINEERED BY SHEET NUMBER MEASURES ONE IN ON OTHERS.THE ENGINEER HAS NOT APPR.BY:... ORIGINAL DRAWING. SUNeyOIS VERIFIED COMIEACCUBACYANDIOR BOZEMAN MONTANA — �IL` Scientists COMPLET INALLINTHIS DATE:4/2014 MAIERLE INC. INFORM ATINOT BE LINSTANCES DRAWING NUMBER Planners Phone: 5424801 ANDSHAENORSRESPONSIBLE O.C.REVIEW Fax:406 542-4801 FORANYERROftS OR OMISSIONS MODIFY SCALE ACCORDINGLY! An Employee-OHmed Company ( I THAT MAY BE INCORPORATED AS BY:TBM SEWER PLAN & PROFILE C1.5 A RESULT OF INFORMATION M:129471.11-BOZE..11ACAMRECORD\C1.5-SEWER PNP.DWG PLOTTED BV:JEREMV HERRING ON JaN1512016 COPYRIGHTOMORRISON-MAIERLE,ING,2016 PROVIDED BY OTHERS. DATE:9/4/13 — — — — — — — NOTES � os �Gs Gs Gs�Gs Gs GS GS OS GS Gs� ps 1. MAINTAIN A MINIMUM OF 6.5 FEET OF COVER OVER THE NEW WATER o Q T I) LINES AND SERVICES. p Q o 2. TYPE 1 BEDDING SHALL BE USED FOR ALL NEW WATER LINES UNLESS pQ THE ENGINEER AUTHORIZES THE USE OF TYPE 2 BEDDING IF UNSTABLE Q e �3FD Q aFD 4FD 4FD4FD 4FD F— - CONDITIONS ARE ENCOUNTERED. I IV c '_� 0 0 -I A 7 4FD 3. FIRE LINE MUST BE DISINFECTED IN ACCORDANCE WITH MPWSS AND\ CITY OF N REQUIREMENTS.TWO COPIES OF THE o A \ o ❑ o \ BACTERIOLOGICAL TEST RESULTS SHALL BE SUBMITTED TO THE CITY o < o Q o I \ \ \ ENGINEERING DEPARTMENT. FIRE LINE TO BE FLUSHED AND PRESSURE I TESTED IN ACCORDANCE WITH NFPA 24,A CONTRACTORS MATERIAL I I p \ AND TESTING CERTIFICATE FOR UNDERGROUND PIPING,NFPA 24,MUST I BE COMPLETED WITH TWO COPIES SUBMITTED TO THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. V] o Q Q a� + 4. THE FIRE SERVICE LINE RISER"REDI-ROD"RESTRAINTS ARE TO BE o FL j COATED WITH KOPPERS BITUMASTIC No.5 COATING OR EQUAL. /o o Q g 5. CONTRACTOR SHALL INSTALL FIRE LINE FROM MAIN TAP TO OS&Y VALVE F1 INTERIOR OF THE BUILDING PER CITY OF BOZEMAN REQUIREMENTS. W O Q c I g / SEE ARCH.PLANS FP 1.0 / p FOR LOCATION DI FIRE LINE «<YYY Io ENTERING BUILDING F4FD J \\ 2"TYPE K COPPER WATER / \ SERVICE LINE PER CITY OF BOZEMAN.SEE DETAILS. � S Q Ga D \\ Q F.F.4809.5 Z.— M M M MQ i-1 I CONNECT TO EXISTING 6"WATER MAIN FL FL FL FL FL FL FLJ i—t I — — �, NI z a"CLA$$51 D.I.P.AwwA X HORIZONTAL SCALE C151 FIRE SERVICE LINE PER CITY OF BOZEMAN. < 5 2.5 0 5 10 C2.3 ` IN FEET I o 4820 4820 4820 4820 STA 0+45 STA 20+47 WATER SERVICE ENTRANCE EXISTING GROUND MAINTAIN MINIMUM CLEARNACES PER 3/M-0 EXISTING GROUND MAINTAIN MINIMUM CLEARANCES PER 1/FP.10&2/FP1.0 FINISH GROUND F.F=4809.5 FINISH GROUND F.F=4809.5 4810 — — — 4810 4810 — — — 4810 STA 0+45 STA 0+47 INSTALL 2"VERTICAL 90"BEND W/THRUST BLOCK 90"BEND W/THRUST BLOCK 4800 INSTALL 45 LF 2"TYPE K COPPER PIPE @ 0.0%SLOPE 4800 4800 4800 10+00 CONNECT TO EXISTING 6"WATER 10+50 20+00 CONNECT TO EXISTING 6"WATER 20+50 MAIN W/2"TAP TEE&GATE VALVE. MAIN W/4"TAP TEE&GATE VALVE. INSTALL 47 LF OF 4"CLASS 51 D.I.P., APPROX.WATER MAIN INVERT APPROX.WATER MAIN INVERT AW WA C151 FIRE SERVICE LINE PER ELEV.=4802.00. OS ELEV.4802.00. C2.3 WATER SERVICE LINE FIRE SERVICE LINE VERTICAL SCALE RECORD SET 5 2.5 0 5 10 IN FEET 12/11/15 VERIFY SCALE! REVISIONS DESIGN ENGINEER:JEREMY T.HERRING P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY THIS RECORD DRAWING HAS BEEN DSGN.BY:JTH 2947.011 REDUCED.LINEBELOW MORRISON 3011 Palmer St. PREPARED.WOODED BOZEMAN#1 TOWN PUMP CONVENIENCE STORE 2 Engineers Missoula,MT 59808 H FORMATION PROVIDED BY SHEET NUMBER MEASURES ONE INCH ON OTHER6.THE ENGINEER HAS NOT APPR.BY:... ORIGINAL DRAWING. SU..YcVs VERIFIED THEACCURACYANDIOR BOZEMAN MONTANA — IT` SCienNS/s COMPLETENESSOFTHIS DATE:4/2014 MAIERLE INC. INFORMATION INBEALL INSTANCE LINSTANCES DRAWING NUMBER Planners Phone:(406)542-4801 THATAND NALLNOTBER OMISSIONE O.C.REVIEW Fax:406 542-4801 FOR ANY ERROftS OR OMISSIONS MODIFY SCALE ACCORDINGLY! ( THAT MAY BE INCORPORATED AS BY:TBM WATER SERVICE PLAN &PROFILE C 1.6 An Employee-OHmed Company A RESULT OF INFORMATION MA2947\011-BOZEMAN#1IACAD\RECORD\C1.6-WATER PNP.DWG PLOTTED BV:JEREMV HERRING ON 1-1151201B COPYRIGHT0 MORRISON-MAIERLE,ING,2016 PROVIDED BY OTHERS. DATE:9/4/13 >>>>> o >> ° i" Ga Gs Gs Gs Gs Gs Gs MH-61 STA 0+12.5 STORM A(STA 30+00.0 STORM C) >j> t 24"STANDARD STORM DRAIN INLET a o _ y >>> E LAMME ST(VILLAGE DC• ,1,��IN BLVD. ✓/ RIM EL 4807.5 _ _ a >>> A n IE IN(A)4801.73 �- ° • t6_ \ >�>;> __ - l- IE IN(C)4801.73 ( / IE OUT 4801.53 SAND/OIL SEPARATOR / --- 5 r MH AB STA 0+69.6 °.°' • O _ - /-- - - CONCRETE POND - r 36"STANDARD STORM DRAIN INLET 6"SCH40 PVC SERVICE SEELET STRUCTURE RIM EL 4806.56 �+ ° • - IE IN 4802.48 LINE(TYP.) _ p° / / - C2.22 IE OUT 4802.28 O 0o - a ° ." N �O\ / �� / ✓ _• CD s STA 1+01.3 �7 \ o 3 x' 5 H - �. � �S STA 1+31.3° a o � � r STA 1+61.3 STA ° • ° ".. i ° >>>>>>>>>>>>>>>>>> - >�iF,,STA 1 'X4'B X CULVER - \� `STING STORM INLET ° . • . •a . JJJ- JJJJ / p o - • I N _ STA 1 91 3 0 B AD JJ JJJJ• RIM EL 48073o RISER IN as �J �s R m -�- O E o NBo 8 s WAyA _ • nl 'IE OUT 4804.30 Cp,2 /pPo III III � ✓ �, � E �� • •° \ ° III III a S JJJ III III `. • • I / I III I / �Z-� III II HORIZONTAL SCALE HORIZONTAL SCALE zo 10 0 20 40 20 10 0 20 40 IN FEET IN FEET VERTICAL SCALE VERTICAL SCALE 5 2.5 0 5 10 5 2.5 0 5 10 IN FEET IN FEET 4820 N U J F 4820 4820 M -AB d MH-B1 STA 0+6.6 0 GRO Z STA 0+12.5 STORM A(STA 30+00.o STORM C) 3"STANDARD TORM RAIN I LET U 24"STANDARD STORM DRAIN INLET r1E M EL 4 6.85 12'X4'BOX CULVERT 48 4810 RIM EL 4807.5IN 480.48 IE IN(A)4801.73 OUT 4 02.28 STA 2+54.0 IE IN(C)4801.13 24"STANDARD RISER INLET U) IE OUT 4801.53 RIM EL 4807.30 IE OUT 4804.30 SAND/OIL FINIS ED GR UND 4810 SEPARATOR 4810 12'X4'BOX CULVERT SEE 5 O�Wo C2. + STA: +61.3 STA:1+91.3 STA: +21.3 4800 96 F OF 1 0 a II TA:1+1 2 j w_ 1 1.96 LF OF 9' CH 40 VC@1 00% .54 LF F8"S H40P C@1. 1% o o c E II II II 4800 ¢ e II 8"XV' E y w L � NP. 11.51 LF OF 8" CH 40 VC@1 .29% 4790 - 4790 c 0 oo -0+20 0+00 0+70 o � CONCRETE POND OUTLET 4790 4790 0+00 1+00 2+00 2+5a STORM DRAIN A RECORD SET 12/11/15 VERIFY SCALE! REVISIONS DESIGN ENGINEER:JEREMY T.HERRING I P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY THIS RECORD DRAWING HAS BEEN DSGN.BY:JTH 2947.011 REDUCED.LINE BELOW MORRISON 3011 Palmer St. PREPARED,NPRO PART,PROVIDED BOZEMAN#1 TOWN PUMP CONVENIENCE STORE 2 Engineers Missoula,MT 59808 HERS MTATI ENGINEERED BY SHEET NUMBER MEASURES ONE INCH ON OTHERS.THE ENGINEER H4S NOT APPR.BY:... ORIGINAL DRAWING. 3 SUNayOIS VERIFIED THE ACCURACYAND I OR BOZEMAN MONTANA - �IL` SCienNSfs COMPLETENESS OFTHIS DATE:4/2014 MAIERLE INC. INFORMATINOT BE LINSTANCES DRAWING NUMBER Planners Phone:(406)5424801 THATAND HALL NOT RESPONSIBLE D.C.REVIEW Fax:406 542-4801 FOR ANY ERROftS OR OMISSIONS MODIFY SCALE AC CORDINGLY! ( ) THATMAY BE INCORPORATED AS BY:TBM STORM DRAIN A&CONCRETE POND OUTLET C 1.7 An Employee-OHmed Company q RESULT OF INFORMATION M:129071011-BOZEMAN#1IACAD\RECORD1C1.1-STORM A_CONCRETE POND.DWG PLOTTED BY:JEREMY HERRING ON JanI15/2016 COPYRIGHT®MORRISON-MAIERLE,ING,2o16 PROVIDED BY OTHERS. DATE:9/4/13 MH-D1 STA 0+00(STA 21+02.8 LINEAR DRAIN) 24"STANDARD RISER RIM EL.4813.27 IE IN(D)4806.43 IE IN(LINEAR DRAIN)4810.10 IE IN(EAST ROOF DRAIN)4807.56 \ / \ IE OUT 4806.23 21 OR @1 GS " 08 OS CS V SD ED 0 +oo4FD Otl-4615 ` 4R OH ON 1 1 '- AA16_ 4FD ° 1 \ \ \\ 4618 3 STA 0+24.2 8"SCH 40 PVC(TYP.) 40.58LF (SEE NOTE 1) air - \ \\ I o STA 1+82.8 0 STA 0+78.4 STA 1+16.4 45'BEND - G5 D 40�` a o a o.. a dr 6 air NO�bJ XO e LSD so SD sD EDP-sD ti MH-82 STA2+15.4 $TA2+19.8 . STA 24"STANDARD RISER INLET - OO o- - STA 0+89.3 45"BEND RIM EL.4809.10 p, 5 ----- \--- --3TA +51.5 _- - ==== --- IE OUT 4807.3 CO STA 0+85.4 >�>� �- � 45°BEND \ : OS � Gs cis-as US-as OS OS >I \ i >>>> HORIZONTAL SCALE 0 zo 40 NOTE: IN FEET 1. CONTRACTOR TO INSTALL 6"SCH 40 PVC AT 1%MINIMUM TO RECEIVE ROOF DRAINS. SEE ARCHITECTURAL SHEETS. VERTICAL SCALE 10 5 0 10 20 IN FEET 4840 4840 4830 4830 MH-D1 STA 0+00(STA 21+02.8 LINEAR DRAIN) 4820 4820 24"STANDARD RISER RIM EL.4813.27 MH-B2 IE IN(D)4806.43 STA 2+19.8 IE IN(LINEAR DRAIN)4810.10 6"X 8"WY E 6"X 8"WYE 6"X 8"WYE 6"X 8"WYE 24"STANDARD RISER INLET 6"X 8"WYE 6"X 8"WYE RIM EL.4809.10 IE IN(EAST ROOF DRAIN)4806.23 STA:0+24.2 STA:0+89,3 STA:1+08.5 STA:1+16.4 STA:1+51.5 STA:1+g2.8 IE OUT 4807.3 IE OUT 4806.23 4810 4810 5 C2.2 217.76 LF 4800 4800 4790 4790 0+00 1+00 2+00 2+20 STORM DRAIN B RECORD SET 12/11/15 VERIFY SCALE! REVISIONS DESIGN ENGINEER:JEREMY T.HERRING P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY THIS RECORD DRAWING HAS BEEN DSGN.BY:JTH 2947.011 REDUCED.LINE BELOW MORRISON Missoula, Palmer 598 PREPARED,IN PART,IDED BOZEMAN#1 TOWN PUMP CONVENIENCE STORE 1 Engineers Missoula,MT 59808 HERS THE EENGINEER HAS N SHEET NUMBER MEASURES ONE INCH ON I-. OTHER)THEACURARHASNOT APPR.BY:... ORIGINAL DRAWING. 2 IUl SUNayOIS VERIFIEDTHE ENESS CYANDIOR BOZEMAN MONTANA - �IL` SCienNSls COMPLETENESS IN THIS DATE:4/2014 MAIERLE INC. INFORMATION NOT ALL RESPONSIBLE DRAWING NUMBER Planners Phone:(406)542-8880 AND SHALL NOT BE RESPONSIBLE D.C.REVIEW Fax:406 542-4801 FORTHAT NY ERRORS OR OMISSIONS MODIFY SCALE AC CORDINGLY! An Employee-OHmed Company ( ) THATMAY BEINCORPOI-EDAS BY:TBM STORM DRAIN B C1.8 A RESULT OF INFORMATION M:129071011-B02EMAN ACAMRECORDICI.B-STORM B.DWG PLOTTED BY:JEREMY HERRING ON JarW15/2016 COPYRIGHT®MORRISON-MAIERLE,ING,2o16 PROVIDED BY OTHERS. DATE:9/4/13 SD ° SD -'SD SD °SD SD SD SO SD SD V `I SD.-... SD SD ° SD SD SD o a AAM _ - - - - - _ - - I v O J - ---- ---- ---- -------- -- ---- ---- --- ---- ---- -------- V \ >>>>> ° ---- - - - ---------- ��\ \ \ \ \ o-------------- - > > > v - --- ------------- -------- -- --- -------- \\ \ SO XX> ++ STA 30+41.1 CD m C2.2 > > d V c M 71 >>>>>a \ \ as as CS-4--as-s as as aS as as as ps as >>>>>> MH-B1 >>>>>> ° 1 STA 30+00.0(STA 0+12 5 STORM A) ° > > > FG .J v a INLETv STA 30+70,1 > > > \ \24"STANDARD STORM DRAIN EL14807 5 °. ° a v v o Q STA 30+g9.2 0 o MH-C1 >�>�> ��../ IE IN(A)4801.73 v ° a ° ° v 24 STANDARD RISER INLET >>>>> 0STA 31+65.9 v N m IE IN(C)4801.73 \ IE OUT 4801.53 to v ° ° v a v° vp v -T RIM EL 4807.71 >>>>> V MH-BC v.�. 4 ° v - STA 31+28.3 a IE OUT 4803.58 >�>� " STA 30+30.3 v v a v ° ° w v° �c ° STA 31+57.3 X'/ ° 1 \ --- _- 24"STANDARD RISER INLET v a RIM EL 4807.59 v v°� o. ° ° vO v v o ° >>>>> W IE IN 4802. v v w ° > O � IE OUT 4802.0404 � J v " � o v ° JJJJJJJJJ � )JJJJJJJJJ JJJJJJJJ iJ I HORIZONTAL SCALE 10 5 0 10 20 IN FEET VERTICAL SCALE 5 2.5 0 5 10 IN FEET 4820 4820 MH-BC STA 30+30.3 MH-61 24"STANDARD RISER INLET STA 30+00.0(STA 0+12.5 STORM A) RIM EL 4807.59 MH-C1 24"STANDARD STORM DRAIN INLET IE IN 4802.24 STA 31+65.9 RIM EL 4807.5 IE OUT 4802.04 FINISHED GROUND 24"STANDARD RISER INLET IE IN(A)4801.73 RIM EL 4807.71 E IN(C)4801.73 IE OUT 4803.58 IE OUT 4801.53 481 /10 6"XS"WYE 6"X8"WYE 6"X 8"WYE 6"X 8"WYE STA:31+57.3 6"X 8"WYE STA:30+41.1 STA:30+70.1 STA:30+99.2 STA:31+28.2 29.27 LF OF 8"SCH 40 PVC 01.74% 4800 4800 4790 4790 4780 4780 RECORD SET 30+00 31+00 31+66 12/11/15 VERIFY SCALE! REVISIONS DESIGN ENGINEER:JEREMY T.HERRING P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY THIS RECORD DRAWING HAS BEEN DSGN.BY:JTH 2947.011 REDUCED.LINE BELOW MORRISON 3011 Palmer St. PREPARENP PROVIDED BOZEMAN#1 TOWN PUMP CONVENIENCE STORE 1 Engineers Miss.Ula,MT 59808 INFORMATION PROVIDED BY SHEET NUMBER MEASURES ONE NCH ON OTHERS .THE ENGINEER HAS NOT APPR.BY:... ORIGINAL DRAWING. 2 SUNeyOIS VERIFIED THE ACCURACYANDIOR BOZEMAN MONTANA - IT` SCienNSfs COMPLETENESSOFTHIS DATE:4/2014 AIERLE INC. INFORMATION NOT BE LINSTANCES DRAWING NUMBER Planners Phone:(406)542-8880 AND SHALL NOTRESPONSIBLE OMISSIONS O.C.REVIEW Fax:406 542-4801 THAT FOR My BEINCOROMISSIONS MODIFY SCALE ACCORDINGLY! An Employee-OHmed Company ( ) THAT MAY BEINCORPORATEDAS BY:TBM STORM DRAIN C C1.9 A RESULT OF INFORMATION M:129J71011-BOZEMAN#1IACAD\RECORD%C1.9-STORM GDWG PLOTTED BV:JEREMV HERRING ON JaN15/2016 COPYRIGHT®MORRISON-MAIERLE,ING,2- PROVIDED BY OTHERS. DATE:9/4/13 MH-D1 / \ \ \ STA 21+02.8(STA 0+00.0 STORM DRAIN B)- ` ` STA 22+35 SOUTH TERMINATION OF LINEAR DRAIN 11,STANDARD RISER INLET \ V A RIM EL.4813.37 LINEAR DRAIN ''v��1�''\\\\�y IE IN(LINEAR DRAIN)4809.00 / I IE IN(ROOF DRAIN)4806.43 o IE IN(STORM B)4806.43 - o IE OUT 4806.23 \ 04 GS 08 OS OS OS S OS OS DS CS as-as-as SUMP SD-SD -�50 SD- sD sD Ga Ga Ga 4BT, .., .,, Ga Ga Ga Ga Ga Ga Ga RI Ga RIM EL.4812.50 4FD 4FD 4FD 4111 4FD 4F 4816-4FD 4FD 4FD 4816 e � I ° \ I I 20 I I ° p ❑ STAF8"R9 0 a 3.8 LF 8"ROOF STA 21+32.4 OVERFLOW OUTLET 0.5% 6.3 LF 8"ROOF DRAIN @ 0.5% @ NpG 14.6 LF FOOTING DRAIN SLOPE TO DRAIN TO SUMP / I ° STA 21+79.4 - 22+61 ° STA 21+13.3 6.3 LF 8"ROOF DRAIN @ 0.5% I I p 6 LF 8"ROOF DRAIN @ 0.5% STA 22+61 3.8 LF 8"ROOF DRAIN @ 0.5% > o II ' Ij p HORIZONTAL SCALE 10 5 0 10 20 ° RD-7 ° IN FEET NOTES 1. ALL STATION CALLOUTS ARE IN REFERENCE TO THE LINEAR DRAIN. 4830 4830 MH-D1 STA 21+02.8(STA 0+00.0 STORM DRAIN B) 24"STANDARD RISER INLET RIM EL.4813.37 IE IN(LINEAR DRAIN)4809.00 0 IE IN(ROOF DRAIN)4806.43 c 4820 IE IN(STORM B)4806.43 N 4820 IE OUT 4806.23 N n rn _ 0 o + LINEAR DRAIN Q j N z 4810 4810 131.16 LF OF 8"SCH 40 PVC @1.50% ROOF DRAIN .89 LF OF 8"SCH 40 PVC 00.50% 101.84 LF OF I" CH 40 PVC @0.69 N V N + fG N tC N O 4800 r r o ¢ W N W w 4800 9.40 LF OF 8"SCH 40 PVC @0.50% 4790 4790 20+00 21+00 22+00 22+61 VERTICAL SCALE 5 2.5 ° 5 '° RECORD SET IN FEET 12/11/15 VERIFY SCALE! REVISIONS DESIGN ENGINEER:JEREMY T.HERRING P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY THIS RECORD DRAWING HAS BEEN DSGN.BY:JTH 2947.011 REDUCED.LINE BELOW MORRISON 3011 Palmer 598 PREPARED,WOODED BOZEMAN#1 TOWN PUMP CONVENIENCE STORE 2 Engineers Mi3011 PalTrSt. IN FORMATION PROVIDED BY SHEET NUMBER MEASURES ONE NCH ON OTHERS.THE ENGINEER HAS NOT APPR.BY:... ORIGINAL DRAWING. SUNayOIS VERIFIED THE ACCURACYANDI OR BOZEMAN MONTANA - �IL` SCienNSls COMPLETENESSOFTHIS DATE:4/2014 MAIERLE INFORMATION INBEALLINSTANCES DRAWING NUMBER Planners Phone:(406)542-8880 AND SHALL NOT BE RESPONSIBLE O.C.REVIEW Fax:406 542-4801 FORTHAT NYERRORS OR OMISSIONS MODIFY SCALE ACCORDINGLY! ( ) THAT MAY BEINCORFORATEOAS BY:TBM LINEAR DRAIN PLAN & PROFILE C1.1 An INC.Employee-OHmed Company A RESULT OF INFORMATION M:129471011-BOZEMAN#1IACAD\RECORD\C1.10-EAST DRAIN.DWG PLOTTED BY JEREMY HERRING ON Janl15/2016 COPYRIGHT®MORRISON-MAIERLE,ING,2D16 PROVIDED BY OTHERS. DATE:9/4/13 e F.F.4809.5 m I ° ° SO SD SD SD SD OSD 6D�SD SD SD 6D ° °SDI 6D `J SD V SD —v SD — \ — — — v 4809 D FO o i I `O I � � EXISTING ARCH CULVERT Or� 3 00 — — — — — ___ ____ ___ __ _ ___ _ __O ——— ———— ———— ———————— —— — C ——————————————— ——————————————— ——— ———— ———— ———————— ———— —— — ——— — — ____ ________ p_ —i ------ -- — ------ ------ � � ------------------------ -------------------------------------------------------------------------- >>>" ------- --- low --4 — y---------------------------------------- PROPOSED 12'X 4'BOX CULVERT �>��° CAST-IN-PLACE CONCRETE >>� Gs Gs Gs Gs Gs s Gs Gs Gs Gs Gs Gs Gs as Gs Gs CONNECTION STRUCTURE Gs ® (SEE SHEET C2.6) J>�>� ° I_ �>>> I W PROPERTY a - ° ° 4 ° o ° /> />�/> LINE a — ° ° .ran° ° a > > > V v ° ma ° a w m ° JJJJJJ >>> F-I 0 ° JJJJJJJJJ 6 ° ° ° I O JJJJJJJJJJ JJJJJJJJJJ o v u o JJJJJJJJJJ HORIZONTAL SCALE 10 5 0 10 20 IN FEET 4820 4820 EXISTING GROUND STA 0+13.9 15"RCP FROM POND IE 4800.00 STA 0+15.6 FINISHED GROUND 4810 8"STORM LINE 4810 IE 4800.00 STA 0+47.4 PROPOSED 12'X 4'BOX CULVERT CONNECTION STRUCTURE 6"SEWER CROSSING IE 4803.61 4800 IE IN 4800.2 IE OUT 4797.94 EXISTING 10'-8"X 4'-9"ARCH CULVERT 4790 4790 0+00 1+00 2+00 2+60 VERTICAL SCALE RECORD SET s 2.5 o s 10 CENTERLINE 12'X4"CULVERT SCALE: IN FEET 12/11/15 VERIFY SCALE! REVISIONS DESIGN ENGINEER:JEREMY T.HERRING P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY THIS RECORD DRAWING HAS BEEN DSGN.BY: 2947.011 REDUCED.LINE BELOW MORRISON 3011 Palmer St. PREPARENP PROVIDED BOZEMAN#1 TOWN PUMP CONVENIENCE STORE 2 Engineers Missoula,MT 59808 INFORMATION PROVIDED BY SHEET NUMBER MEASURES ONE NCH ON I—. OTHERS.THE ENGINEER H45 NOT APPR.BY:... ORIGINAL DRAWING. IUl SUNayOIS VERIFIED THE ACCURACYAND I OR BOZEMAN MONTANA — �IL` SCienNSls COMPLETENESS OFTHIS DATE:4/2014 MAIERLE INC. INFORMATINOT BE LINSTANCES DRAWING NUMBER Planners Phone:(406)542-8880 AND SHALL NOT BE RESPONSIBLE O.C.REVIEW Fax:406 542-4801 FORTHAT NY ERRORS OR OM ISSIONS MODIFY SCALE ACCORDINGLY! An Employee-OHmed Company ( ) THATMAY A RESU BEINCORPORATEDAS BY:TBM BOX CULVERT PLAN & PROFILE C1.1 I LT OF INFORMATION M:129471011-BOZEMAN#1IACAD\RECORD\C1.11-BOX CULVERT.DWG PLOTTED BY:JEREMY HERRING ON Jardl&2016 COPYRIGHTOMORRISON-MAIERLE,ING,2016 PROVIDED BY OTHERS. DATE:9/4/13 DIAGONAL PERPENDICULAR PUBLIC SIDEWALK CURB RAMP SINGLE DIAGONAL PERPENDICULAR PUBLIC SIDEWALK CURB RAMP PRIVATE APPROACH SIDEWALK CURB RAMP 5.4'(0.45') smEETCRosaNO DIREcnONs ARE NOTPERMITTEDBINEWC._ 24" 9.3" m 2" c o y t4- TOPSOILa 3"R 1T1II yy (TYP.) i( 4•R ° 4 r" GENERAL C1 ATPRIVATEAPPROACI OR SIDE ET""OUT N /\ ° 1.S" s/+'ro vm 1'sLox C1 C NOTE 11 \ Irl ° 'a SIDEWALK q° 1 PERM THNG SEE \ \ US 7.5" GENERAL NOTE \ \ RONEDS(De SLOPE NO ONLANO °OCINCR FTE O O O \ nuers O O BASE-3" O O O O O O O O O O O O O O O CRUSHED GRAVEL O O O O O O O O O O O O O O O FLAREuaDES D MIN. 0000000000000000000000000000000 P O O O O O O O O O O O O O O O O B � SUB-BASE COURSE O AS REQUIRED RLATOP COMPACTED SUBGRADE DKDFCDRa REDBmE ARE DaIDE DRaIDEaTHEET I-� �cupeowNl� `uReOWN 4CUM D 1�5 NOTE.DIMErvslorvs ARE AT ancKOF cuRB. NOTE.DIMEMIONS AREA1-OF CURB.-0 TOP eACKOF cOae RAD S IDE a/4 SECTION B-B SECTION D 95yEt_= Flow uNE fX/4'PER 1'aLOPE LOPE _ RAMP IAYDOWN CURB B 12'PER I'SLOPE y TRUNCATED DOMES $ ME _%l12D`a1EET WLINE NOTE:DIMENSIONS ARE AT BACK OF CURB. DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB Y X SECTION A-A SLOPE WHERE XIS LEVEL PVd1E (SEE OTL OWOBNO.mB051 NOTES: SECTION C-C REQUIREMENTS FOR ALTERATIONS TO EXISTING FACILITIES: GENERAL NOTES: 24"WHITE STRIPE 1. Subgrads or bass tour a ompaction shall conform to section 02230(M.PW.Specs.,1996 eICU- d.) SAND FACILITIES TO COMPLY WITH THE NEW DLANDING NOT MEETING THESEREOUIREMErvEME,rs. 2. Contraction joints shall eDeaDlaced at 10'intervals and snarl na"e a minimum depth pf 3/4"and minimum width of 1/8 CONSTRUCTXIN REWIREMENTs. USE ANOTHER RAMP OFSIaI. 3. 1/2"expansion joint material snarl be placed at all P.Ce,PT.s,curb returns and at not more than 300'intervals. The NEW CONSTRUCTION REQUIREMENTS. TTHEMIwaUMWIDTH OFTHE CURB RAMP(DIMENSION w ABOVE)IS 4 FEET. SPuuELS TO FIT ON PRrvATE APPROACH expansion material shall ext,,d through the full depth of the curb and gutter. THOFTHECUR AMP(DIMENSION VJ•PBOVE)134 FEET OR wlOER. SIDEWALKCURBRAMPEASSHOWNABOVE 4, Nocurb and gutter sh II De placed without a final form inspection by the City Engineer or his representative. THE MINIMUM W4oiHIw^)Iss FEET.BR IDEATOPLANDIll'I w0aF4FEET.TNELANDIN.w(DTH Is 5. Concrete shall be Class M-4000. ESIRABLE LENGTH OF THE UNgrvo AT THE TOP OF THE CURB RAMP IDIMENBIDN°L- EOuuro THE RAnn WIDTH. ABOVE)Is 5 FEET.THE MINIMUM I-11""L'ls4 FEET.THE-11110 WIDTH IS BOuu TO 6. Crushed gravel bole snail meet the requirements of Section 02235(MPW SPECS.1996 ed.) For curb and THE RAMP WIDTH. LOPE Is 1M 11:101.P DED WE RISE(DIMENSION•Y'ABOVE) D gutter replacement projects,washed rock may be used for the gravel Dose. HE CURB RAMP Is ISewCHEsat LESS A1,18-(1:121o11FUTTER SLOPE IS DESIRAazE. 3.THE 5%(1:2D)oR PUTTER.THE MAXIMDM cuae RMPBLDPEIBB3%(`,21.' THEM.HAi FLARED SIDEaoPEls1D%(1:1L D 1' E CURB RAMP Ise.s%I1:12)OR FLATTER. s%(tae.7).THE INTEGRAL CONCRETE HEM XIMDMrLAREDBIDEaLDPEI��;°oI."" MAXIMDMCROSSSLOPEOFWEaIDE-I.K.RAMP.ORLANDINGIS2 (I al), WNABDE z SIDEWALK RAMP OR LA DING;;s1o�B%I,.4B.n.THE SEE DEruL�DDRAWING PROVIDED NUMBERBZB4B FDR DErECTAae WnRNwG DEVICES DErAILs. 8"WHITE CURB&GUTTER �1 M XIMDMRAGL GRDassLGPEGFE I CROSS RESIDEE OF ALK.RAMP.OFLANDINGIS wNAeovE PDANDE STRIPE ��„3�y�� - SCALE: NTS C2.1 SERCL AHED DRAwIrvG NUMBER cmmFDRDETECT. WARNING oevlces DETAILS � oEALL non CRITERIA PRovloE AccasElauTrrorHE MAxIauM EXTENT FEASIBLE �y„',,i,�"'�,�'r�',��;,��....... �"r'AT 6 DIAGONAL PERPENDICULAR PUBLIC SIDEWALK CURB RAMPS r21 4,000 PSI CONCRETE SCALE: NTS C2.1 1' 4^ASPHALT(MDT GRADE B)ON 12"OF 1Ya'MINUS CRUSHED AGGREGATE BASE 24" (MDT TYPE B,GRADE 2)COMPACTED TO 3-#4'S DEFORMED REBAR,CONTINUOUS.3" 98%OF ASTM D698 ON SUBGRADE CLEAR COVER MINIMUM. COMPACTED TO 98%ASTM D698 II rl l-III III _III=III l 1rPj 0 COMPACTED SUBGRADE(PER SPECS) p�j°o otp70 6. 1. CONTRACTION JOINTS 10'OC • .. 3"TYP. v» 2. EXPANSION JOINTS 100'OC OR AT CHANGES IN STANDARD DUTY ASPHALT � a�s °d DIRECTION. PAVEMENT SECTION r4 y ,» CLASS DO CONCRETE WITH 3. ALL JOINTS SEALED PER SPEC oT SCALE: NTS C2.1 �y ";,, INTEGRAL BRICK RED COLOR &STAMPED BRICK PATTERN SIDEWALK DETAIL 4,000 PSI CONCRETE III III-III-III-III I III=III III= SCALE: NTS C2.1 8"OF "MINUS CRUSHED BASE 6' APPROX.6.5"PLANT COURSE COMPACTED TO 98%DENISTY 8" MIX SURF. PER ASTM D-698 OR AASHTO T-99 DECORATIVE CONCRETE® 6"SUBGRADE COMPACTED TO 98%DENSITY C2.1 PER ASTM D-698 OR AASHTO T-99 NOTES: d " 1. SUBGRADE SHALL BE AT 98%DENSITY PER ASTM D-698 OR AASHTO T-99 APPROX.9"GRAVEL 12" 1/4• 2. EXPANSION JOINTS OF 1/2"MASTIC MATERIAL SHALL BE PLACED AT THE FOLLOWING 2.5dR.BSE SEALANT MATERIAL LOCATIONS:P.C.'S AND P.T.'S OF CURVES,GRADE BREAKS,CURB TURNS AT CORNERS AND GRAVEL 4,000 PSI CONCRETE FOUR FEET EACH SIDE OF DRAINAGE STRUCTURES. #13 BARS @ 14"O.C. 8"MIN. °"2" q, #16 BARS @ 14"O.C. pFR 1 SCOpF 3. CONTRACTION JOINTS SHALL BE PLACED AT EVERY TEN FEET OF CURB LENGTH AND SECTION A-A 8"OF 1 Y2"CRUSHED AGGREGATE SHALL HAVE A TROWEL DEPTH OF NOT LESS THAN 314 OF AN INCH.3/4"PER 1'SLOPE BASE(MDT TYPE B,GRADE 2) COMPACTED TO 98%D689 4. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY A CITY NOTES: ENGINEER,TO INCLUDE FORMS,CURB MACHINE,AND STRING LINE. 1. CONSTRUCT TRANSVERSE SAW JOINTS AT CENTERLINE,LANE SEPARATION LINES,AND PARKING LANE LINES. 12B 5. CONSTRUCTION MATERIALS AND PROCEDURES SHALL CONFORM TO CITY OF BOZEMAN 2. PLACE EXPANSION JOINT FILLER AS PER SECTION 707.01.1 AT fO MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,6TH EDITION CONSTRUCTION JOINTS. AND DESIGN STANDARDS AND SPECIFICATION ON POLICY. 3. PLACE JOINT SEALING MATERIAL AS PER SECTION 707.01.1 AT COMPACTED SUBGRADE(PER SPECS)#13 x 24"DEFORMED TIE ENDS ABUTTING CURB&GUTTER AND ALONG BOTH LONGITUDINAL ° '. ; -BARS SPACED AT 5 FT 6. CONCRETE COVE GUTTER AROUND FUEL ISLAND MUST COLLECT AND DEPOSIT ANY AND SIDES. CENTERS � ALL LIQUIDS TO AN OIL AND SAND INTERCEPTOR PER CONTRACT DOCUMENTS.STANDARD DUTY CONCRETE DECORATIVE CONCRETE �g1 PAVEMENT SECTION SCALE: NTS C2.1 SCALE: NTS C2.1 MOUNTABLE CURB&TIE-IN CONTRACTION JOINT TYPICAL COVE GUTTER RECORD SET SCALE: NTS C2.1 SCALE: NTS C2.1 12/11/15 VERIFY SCALE! REVISIONS DESIGN ENGINEER:JEREMY T.HERRING P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY THIS RECORD DRAWING HAS BEEN DSGN.BY: 2947.011 REDUCED.UNEBELOW MORRISON 3011 Palmer St. PREPARED,PROVIDED BOZEMAN#1 TOWN PUMP CONVENIENCE STORE 1 Engineers Missoula,MT 59808 INFORMATION PROVIDED BY SHEET NUMBER MEASURES ONE NCH ON OTHERS.THE ENGINEER NAB NOT APPR.BY:... ORIGINAL DRAWING. SUNeyOIS VERIFIED THE ACCURACYAND/OR BOZEMAN MONTANA - �IL` SCienflSfS COMPLETENESS OFTHIS DATE:4/2014 AIERLE INC. IND SHALL INOT BE LINSTANCES DRAWING NUMBER Planners Phone:(406)542-8880 AND SHALL NOT BE RESPONSIBLE D.C.REVIEW Fax:406 542-4801 FORANYERRORSOROMISSIONR MODIFY SCALE ACCORDINGLY! ( ) THAT MAY BE INCORPORATED AS BY:TBM CONCRETE& PAVEMENT DETAILS C2.I An Employee-OHmed Company A RESULT OF INFORMATION M:129471011-BOZEMAN#1'ACAD\RECORD\C2.1-DT_CONCRETE_PAVEMENT.DWG PLOTTED BV:JEREMY HERRING ON Jan/15/2016 COPYRIGHT MORRISON-MAIERLE,ING,S016 PROVIDED BY OTHERS. I DATE:9/4/13 Frame ontl cover to be e'ilher D&L A-1172 ring with A-1178 cover, EJIW 3]]1/3]]2 see r approved equal I~5 r7 Covers shall have tea1"pick holes. INLET CASTING (REF.SLOT SIZE L NEENAH R-3067-L, AS REQUIRED) WE 7030 9R DEFTER-35 7 OR D&L I-3517 Adjustable dogs, NOTE:Al joints between manhole sections,m nhole ring @ !: 24"SLOTTED MANHOLE 2'm 12 top cecl'on,and around sewer p'pa into manhole shall Be TRANSITION CURB @GUTTER r" COVER WITH RING TOP OF POND ELEV. aterligM Jo riling ateral shall be"Rom Nek'or equal TO MATCH INLET CASTING to' all Joints exceptbetwcen sewer pipe ontl manhole wall. (TYPICAL FOR ALL INLETS) 1R 2•-0'� + v\ u1 SET INVERT AT BOTTOM 5• i' �� PRECAST CONCRETE. 1 OF POND ELEV. 5 •' '.• INLET OPENING WITH GRATE- \ 4'-0' I M-3000 OR C-3000 SIZE AS REQUIRED. I \ Precast re nforced concrete manhole rise. n _ and centric o top manufactured' VARIABLE(3'MIN.) OUTLET PIPE- and + k Mohole t p a aacardanae with ASTM designation C-478. Z` I SIZE AS REQUIRED 16'cent 3'-0" NO.4 BARS AT 12"CENTERS BOTTOM OF POND ELEV.� - MIN) MAX.,SPACED EQUALLY `- � Grout invert to a'Aline • ! I TEE SET or pip.doe I9"MIN Pr.-cast ch.rre I I tlow'ne VERTICAL variable ' " FRONT VIEW R 1n. SIDE VIEW §8 Shea-elo�1'pvr t , 4"MINIMUM,7"MAXIMUM OPENING $o cncnm a vvl.Sev ry o 4e1mL Flexible gaeketed joints(typical for precast d bases- ee etail) 5/8'SMOOTH ROD CENTERED IN OPENING A (EXCEPT FOR EJIW 7030) Choel a=•d f pip. SLOT-SIZE AS REQUIRED NOTES: 1"MAX OFFSET ALLOWED FOR CASTING BACK PIECE ADJUSTMENT I.Adjust manholes upward with adjusting rings under frame. A one..t or p....d-T-place base. VARIABLE '�' 2'-0" �: (REF.OUTLET PIPE) 2.Adjust manhole downward b removing cone and barrel sections as necessary i!a bars t 0 c-c Poour d-n place base,minimum •' J Y g rY r to thickness below p pe s - f and replacing with sections of length required to match grade. 5'-4'die. 8 inches.Precast base,minimum (min.) thickness is 6 inches.All bases ---- reinforced ae shown. -- 3.Slope manhole frame as required to match slope of street. ..'�; 4.Final manhole adjustment shall be made before paving. 1 CURB AND GUTTER TO BE WARPED 5.All joints between manhole sections,top Cone,adjust ng rings,and manhole ino n.i to tpi t / 9 TO MATCH INLET. ring shall be watertight.Joint material shall be"Ram-Nek"or approved equal. pe eepu / DESIGNERS WILL PROVIDE ADDITIONAL NOTE:Storm drain manholes shall BLOCK OUT FOR - - DESIGN DETAILS TO FIT SPECIFIC 6.Manhole ringand cover shall be adjusted to match final crown and a of I hove formed channels and the 12-RC PIPE :"•� •�' J us.or lowest pipe'overt shall be 9"higher '' '-� '- CONDmONS. Street.Use Anderson Precast Ora roved equal Concrete Bugled adjustment rings than bottom of manhole 9 12'RCP(Typ.) TOP VIEW pp g J B'�•.-- I W obtain required angle. REQUIRED SIZE IS 12". 7.Manhole ring and cover:use MCI 305 frame,305A cover,IFCO 772 fmm, * 772-B cover,or Deeter 1025,or D e@ L A-I172 with 1"cover. SECTION A-A SIDE VIEW SANITARY SEWER AND STORM DRAIN MANHOLE �j� STANDARD SQUARE STORM DRAIN INLET �1 TYPICAL CONCRETE OUTLET STRUCTURE FOR STORMWATER DETENTION PONDS�31 MANHOLE ADJUSTMENT DETAIL �41 SCALE: NTS C22 SCALE: NTS C2.2 SCALE: NTS C2.2 SCALE: NTS CZ.Z INLET CASTING NEENAH R-3067-L, 4•MINIMUM.7'MAXIMUM OPENING IN Q❑ 4"MINIMUM, EJIW 7030,OR D�a CZ, OQ 7'OPENING DEFTER 2047L,OR VE �Ip SMO TH f NEENAH R-IS087-L, `/ OPENING D&L I-3577 ROD CENTf RED IN�PENING �t NEENAH NO.R-2533 5/8'SMOOTH ROD (EXCEPT FOR EJIW 7030) EJIW 7030, �O�D�� WITH APPROVED EQUAL CENTERED IN OPENING 6"FLAT DEFTER-3517 OR vrl SLAB COVER L D&L 12047L.-3517 WITH TYPE C GRATE. (EXCEPT FOR EJIW 7030) II • O �DO '.•�24'�•I Q El FLAT TOP 6"� F 24"OSQUARE PENING OPENING OPENING 4'CIA,PRECAST REINFORCED CONCRETE MANHOLE AND BASE,AS PER STANDARD DRAWING NO.02720-4 36•R.C.P. PLAN ASTM C-76 CLASS 2 T• 35" - 22" 1 Ye'(3.15am) 9"(22.9cm) BLOCK OUT FOR O •' 9'MIN. • 24 " 2-2"(Scm)ADJUSTING 1NlET PIPE 20" RINGS FOR FUTURE a y .♦ ,' ;`, �� GRADE ADJUSTMENT 24'(61cm)R.C.P.CLASS II WALL B(A57M C-76) 8"(25.4am)MINIMUM T ONE EXTRA BAR IN BOTTOM DLA.LATERAL PIPE 7 (ALL SIDES) 9"SUMP .36"(9m) 1R M1=.SLOPE414� 7— p 9"MIN. 12"MAX. SEDIMENTATION BASIN I 24 3"MIN. 1•�4' 6"PRECAST BASE 4 44"0.0. BASE OPTION,MAY 6"MIN. BE FIELD POURED. FLAT SLAB COVER REINFORCEMENT AS PER SECTION —36" STANDARD DRAWING 02720-6 36"STANDARD STORM DRAIN INLET 24"STANDARD RISER INLET SCALE: NTS C2.2 SCALE: NTS C22 COMBINATION MANHOLE AND CURB INLET �7� RECORD SET SCALE: TITS C2.2 12/11/15 VERIFY SCALE! REVISIONS DESIGN ENGINEER:JEREMY T.HERRING P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY THIS RECORD DRAWING HAS BEEN DSGN.BY: 2947.011 REDUCED.ONE MORRISON ssou Palmer St. FORMATION PART,BYBOZEMAN#1 TOWN PUMP CONVENIENCE STORE Engineers Missoula,MT 59808 HERS THEENGINEEREDBY SHEET NUMBER MEASURES ONE IN ON OTHERa.THEENGINEERHAa NOT APPR.BY:... ORIGINAL DRAWING. SUNayOIS VERI COMPLLEENESSCYANDIOR BOZEMAN MONTANA — TIL` SCienflSfS COMPLETENESS DATE:4/2014 MAIERLE INC. IND SHALLINOT BE LINSTANCES DRAWING NUMBER Planners Phone:(406)542-8880 AND RESPONSIBLE D.C.REVIEW Fax:406 542-4801 THAT MAY YBE INCOROMIS AS MODIFY SCALE ACCORDINGLY! ( ) TH4TMAYBEINCORRMWI DAS BY:TBM INLET&OUTLET STRUCTURE DETAILS C2.2• An Employee-01med Company A RESULT OF INFORMATION M:129471011-BOZEMAN#11ACAD\RECORD\C2.2-UT_STRUGTURES.DWG PLOTTED BY:JEREMV HERRING ON Jan/15/2016 COPYRIGHTOMORRISDN-MAIERLE,ING,2016 PROVIDED BY OTHERS. DATE:9/4/13 STEEL POST MARKER PROPERTY PAINTED BLUE mTeMR MY BE - IXaPnoNs. LINE OR of urc MC_PRDrtxrox.spar. EASEMENT �' IL LINE NFIAEST FWNOAgN 'W-- WALL TO CURB ETDP 5 1/2'BOULEVARD /� m eE TNWrWEp ox mwoRx. n (TMP.) cuf MR AND BOX /, I^Tu'Z -ENDS T°^s) wxrzR vwmNlelmEvr. 4"OR LARGER CUSS 51 1/11 TOP OF xEw PAVEUExT STREET SURFACE GROUND SURFACE 4 DUCTILE IRON PIPE(IYP.) 5'SIDEWALK v{ 1' 6 (ttP) ... •. .FLOOR a11Wn vulAu ua .\ sEa eBTea6W a MECHANICAL ..a/•• w=e.asALMo 1' 2. TEa IN as mM JOINT T lua V-1-Ye'Roos Axe•rx�EAmR CURB BOX4 LN Wx L PROVIDE 5'STATIONARY BLOCK 9O BEND WITH THRUST BLOCK �115 ROD IN ALL CURB BOXES C LEGEND (TYP.) 6 1/2'MIN. " i COVER TAPPING TEE&VALVE, "$FANGED OS&V VALVE STANCARD WATER SEMI E OR INSTALL VALVE AT WAIWISEuuE STUB FORPALLRISER CONFIGURATIONS) Z\ \ ny SEE DETAIL s' B0 B> STALLED BY CUSTOME (SERVICE APPLICATION&R...G P-D REDUREO (TYPICAL EXCEPT IN SPECIAL ) BELOW CIRCUMSTANCES WHERE CITY HAS \ \ r CO TAp BNTRACTOR PROVIDE GFLE HT CON � APPROVED ALTERNATE LOCATION) PROV WATER-TIGHT CONNECTION �\\ NOTE:METER SIZED SAME a5 INCOMING lNE-ND IXCEPTIONS. FOR ALL WALL OR FLOOR CITYOF WZENON REOUIREME F INSTMEATION OF COUPACTED BAY&SOEGRAOE CURB STOP PIPE PENETRATION. BACKFLdW PREVENT BEY MHMTKItN flMPtFLOW w1E\SN110N ASSEMBLY ,WL (y6 REOMRFD) 'WH/Y NAX 1. The FIRST iNti,g R.W.i of the bu9tling andl bee SILLe Yre[etl iongetl WATER MAIN E ANGIE STOP Kennedy or NueRer OS&Y wlw R,e some size m IM1e service line. r 81CKFIAW PREVFIOXRI Combination rtrainer/coder immediately following OS&Y wee or elbow TO WMESTL y, 1 /NEfER. BLY(r5 REWIRED) .Modred directly to OGk wlw--meter moat eet horizontal. NO COUPLINGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM BASE MATERIAL rr iM�Rf6 pOgN�^DLL 1am �D CORP.STOP TO CURB STOP FOR 3/4"AND 1"SERVICES. na-'IURE6 VNNX FLOOR 2 NI ENRW�Prew,OP.-IS be anal Se STRAIGHT COPPER PIPE SHALL BE USED FOR 1 1 2"AND 2"SERVICES b Appawed by the URivevly of Southern CalfamW Foundation lOr SBD�WtA BFM1 \ �60 woR Cr0®Connect on COMroI and Hydra I ReeearcM1(USCFCCCHR)br DETAIL OP A SELECT MATERIAL BACKFILL AREA BSH"Wllf"OB fBIX•.M aperotbn in lM1e proposed poaA,on(wrtcal or M1Onzonbl)os sM1Own on PROPERLY CORPORATION STOP (SEE SPECIFICATIONS) ETOH 1 MW MECHANICAL app.watl Plana. INSTALLED /��j//'/ /��j//'j/� JOINT a totalled as shown on the apvrov.a gone. S�OP.ORAT/ON 3. Horizontal,nal°Ilot one moat be a mn'mum of 2'abwe the Fn'ahed STAP MAIN APR/NGL/NE.T - /�� // /� /��// /� /��//�'3/4"DNA.MIN. METER SAME SIZE A9 INCOMING LINE-NO p(C�pTIONS.METER MUST �CONNE pWDIRECTLY TO ANGLE OR STRNIS STOP AND ._R-BEND CWPUNC 4. The service rear meet be°RRWm of 2'from o,ry o,Aid,wall. NOTES: �/ /// / /� /�j / � /�j SERVICE PIPE BAC CFL DDEEVVIICE 9V BEND WIT -DOWNSTREAM (1 1/Y&2'SERVICES ONLY) :k 5. The... ng aerV ce Ina aRGI M a m n mum 85'.and a man 1. s upward or tlownwartl as requTetl. F'na ad be made after paving and before ��/� 2 �/��/��//�/�/��/��//��/- BESEPARA E SFROM BACKFLOW HUT OFF VALVE MUST DETAIL B THRUST BLOCK imum of 75'below the 1 n I-91ade. TYPICAL FLOOR PENETRATON(N.T.S.) 6. NI.emae 14Re app,rleR-Re ehail M1ave a minimum praeaure seui coat'9 lee men s a DETAIL A (CRAWL SPACE) M'rg of 175 PSI TYPICAL WALL PENETRATION(N.T.S) 2 Mode N.69 8550 ast E Jordan ran works adj.sK,be screw type rsers cow be usM to raise or �/_ / _ 7. AN-Pe Imes 4"antl Wryer eh°I be Daee 51 DUclle Iron Rye od usl ez tin v vie boxes ��\\ WATER SERVCE NNE INSLW.S1pN5 SW11 CgIF i0 THE REWIRENENR OF THE UIY OF WZFMIN WATER SUPEItIN1E . I s q ° on y. \\\ 6"MIN. 2,s RV2Y UxE51 E BNttPE K COPPER Fqi 3/4%t•,t MIXXV,AND 2'SOMCES SEE SiAN G DRAWING NO,02660-t2 Fri'MIN.,2'MAX. 6. Line Wing. T,e Bo WM Prevention/asemby and meter.1,0 be equal \\ \ TRENCH BOTTOMAj\\�\j\ 0 ESTc SERVICE 11NES. cE NN fiEp 1 2 D 4 ME NOT A LDWED. - In arse to Gott,-incoming ppw diameter(uep R-R,¢o d outgoingo pica 3, a wim a concrete collar. esignated as Type II water valve I m-t. Type I water valve I me is similar /j\��\j\\\\ STRNGIrt COPPER NBNG SNLLL BE UBEO i0R 1 1/2"ANO 2•SERVICES. µ 6ameler(downaM1wm) For pie,a 4' ce, aM1oll have 4 acveepbox \ \\ \\ 4.SEINICE LINES SIILLL BE BEDDED 3'UNDER AND WFA THE PIPE WITH!SWD INTN£WT ZRoSBE Nm AS T�W IF IT cosier antl Backllow P Mion Aevembly. \.,\\/\\\\�\\ CONFORMS TO THE REGJNNMENIS OF MO PUBDUC WORKS STROWD DRAWNG OU21 IMIERML GENERAL NOTES: TFtw INUE, _ __ WATER SERIICE UNES SHAL HOVE A ulxluVM 6 I/2 TOOT COVER MGSURED FROM TIE EXISTING GROUND SURFACE,EXCEPT Txni CWER SHALL Y ATnGISR1NER5'EXPENY. - Y MIN.,3 MAX CLEARANCE SxIXnsiL RHAVE n� IE 1,1/2sro0*T COVER nTNCUReEST u Es XRE LAID To A STREET SIDE wwcH Nas AN UPNIU_SLOPE. WATER SERVICE ury 8.NO SEXACT UNE sPAUL BNE w�TM-OTER UN IL 7F� �o\cINSPECTED �i oFAND APPR COPPER OOVED W THE WATER DEPARTMENT. cso�s - ABOVE FINISHED FLOOR 9.WATER SERVICE ENE MAY BE REDUCED To A SNAIILR SIZE THAN THE WATER SEWCE MS.REDUODON MUST BE nuc M� 2. WATER SE-CE TINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED. E RVI 10.YOER,BACIBKfiDW PROTECTION.AND NCOMING SERVICE LNE MUST I11 BE THE SM1F 5¢E. 3.WATER VALVE ADJUSTMENT DETAIL �� "n""GCORe MR E D'HA' "q^"GN"611 ITIALLIL T STREET IN OFF-POSITION. SCALE: NTS C2.3 WATER SERVICE LINE �� WATER SERVICE LINE FROM CURB STOP WATER SERVICE LINE SCALE: NITS C2.3 TO BUILDING(LINES 2"AND SMALLER) 4"AND LARGER �4\ SCALE: NTS C2'3 SCALE: NTS C2.3 aw spa.m eDM. ,E. :.NEED PE LEGEND a axap AO.E.m B .a REND ,rz, DR¢WEB�Am°�a T aK FIaW-I- N \I\D<O/rowls of tin exxxrtow Assp O-E FLANGED OS&Y VALVE ?°„E�"cE�� wMg�pgL DOUBLE CHECK VALVE E "BB c"Ir"BM LEGEND / "I�'"a MIN.REQUIREMENT) 4" TI LARGER PIPE ( 51 *"CDR LARGER CLASS .I / 1 DUCTILE IRON PIPE(ttPJ / DUCTILE IRON PIPE(TlP.) AS INDICATED ON FLOOR '$ nMlcm user vava FLOOR APPROVED PLAN(S) e MECHANICAL a 3/4"MIN Red Rod,INSTALLED IN EVERY OTHER AVAILABLE M.J. .•MECHANICAL EVOdKw JOINT BOLT HOLES(TYPICAL)-5/8'R005 ACCEPTABLE FOR 4�LINES JOIM •3/4 MIN Redi Rad,INSTALLED IN "YSTEgI¢" IMxNuuN MAN MAN EVERY OTHER AVALABE M.J. W�nam Ws�"e BOLT HOIES(TYPICAL) 90'BEND WITH THRUST BLOCK TH lJ r -5/e'RODS ACCEPTABLE FOR 4"LINES �, .F BLOCK 9O BEND WITH THRUST BLOCK --"" TAPPING TEE&VALVE. TAPPING TEE&VALVE, CITY OF BOZEMAN REOUIREMENIS FOR INSTALIATON OF CITY OF BOZOMAH REOUIREMEMS FOR INSTAWTON Of OR INSTALL VALVE AT DOUBLE CHECK VALVE ASSEMBLY OR INSTALL VALVE AT REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY PROPERTY UNE(TYPICAL 1. The FIRST C. eitle O(the building eholl be o UL listed flan etl PROPERTY LINE(TYPICAL g shall be a UL Bsted 9 1. The FIRST o'Rg i,Mde of the buildin F012 ALL RISER CONFIGURATIONS) American Flow ontrpl,Kennedy or Mueller OS&Y valve the some FOR ALL RISER �.I Bo_'American Flew-1.Kennedy or Muelfar OS&Y vdw the arse as the lire e-R,.Ilse. CONFIGURATIONS. IV/yyl os IN. ire semce nre. Z. AN OOUDIe CNBCI VON,Asaembliea shall be: 2. Al Reduced rowuw B-Ge,Prewntlon Meemdiea aha11 De: UL or FM ii¢ted. UL or FM listed. b. Approved by the U,wePeRy of S.-P,Culifamia Foundation for b. Approved by iNe UnNeEB0y f S NG,.R Cdifomia 1-d-to PROVIDE FLEXIBLE, Croa.Connection Control and Hydraulic Reewa (USCFCCCHR)for PROVIDE FLEXIBLE, s Cress Connection Control and Hydroulic Reaeorctl(USCFCCCNR) or WATER-TIGHT CONNECTION / e oPero_m 1He proposed pl.Wo (vertical or h.dzenb0 as shown WATER-TIGHT CONNECTION operation in-proposed position(vertical or M1orizoMal)as eM1own on FOR ALL WALL OR FLOOR on aP d a9 na. apprw.d plans. PIPE PENETRATIONS. c. Inatalletl eM1own on the apwavetl Plana. FOR ALL WALL OR FLOOR c. Installed ae shown on tee opp,-plans. 3. A slow detection device a II be installed immediately fdiowing iM PIPE PENETRATIONS. 3. A flow detection device shall b.i-.11 d Jab folowing the Double Check Valve baemby(alarm check wNe,flow sensor/ale Reduced Pr.muw Bocekftl�o)w PwwMion Psxmb V(oWrm hak otve,flow meter,etc)as shown aR the aDPrwed Plana.P.ddN-ype flaw r Ilow a�arme not eparmitted o d1q RX the Droved Plana.Paddle-type alarm.not permMled on dry eyateme. ry ey.lema. BOOR 4. A Double Detector CM1eck VDye Aswmbly may Da used with a standard FN15x FLOOR 4. Horzontal inata9atione must be°mlmmum of 2'above lM1e tiniaM1ed City of Bozeman meter. The meter loop of the Double W.I., Roar. Ch--aha11 M1we a Double Ctl.ak-Me.mbly me-which meets 1N.e e IRMdWlion cd NG specified above in requirement 5. The fro se moat be a minimum ef 2'clear from any umber I...am oubid.ea,an a miI of idea,ham a1ry interior wall. MECHHNIICFL 5. D.;.Pbl inrt I.D.na moat be a minimum of 2'above the itni- ME,Cj HANICAI g.ulM1e inlcom'g Rm a is Sne dm11 be a mni-R,0 6N.and a max- i of 7.5'b.1ow fire finished grad°. 6. oufire aery a Haar r-m o mincmum of 2'.teal^I-as J. At Rre 'e line rtenancae aM1oll M1we°minimum lside wall. Ed mIm u of 1' tear Ram any terror w 11. °ppu pressure RWM of 175 PSI, 7. The irc minq T 11 be. Inimum 6.5 and.coax- E. AN fire eervice Gnes 4 antl larger eha11 be Curse 51 Ductile Iron Pipe. 90'BEND WITH imum of 7.S'below the fnie 9rade. m 90'BEND WITH 9.URe aWGS: The Reduced Pre-0G.M w Preventlon M-V and11 b THRUST BLOCK W. Al On verviw line app-R-Eee shall I,-a minimum prnaure THRUST BLOCK rating of 175 PSI. equal in arse b the outgoing pipe diameter(tlowmtwam). 9. AI R,e__linee 4'and larger eha11 be Claee 51 Ductile Iran Pipe. 10. A dRAR ie required. 10.UP,RvRg The Double Check Valve Aneembly eRDII be equcf in eize to Ne oulgang ppe d-ater(d....Ueom). MIN.,2'MAX. Ft 1'MIN.,2'MAX. 2'MIN.,3'MA%CLEARANCE 2 MIN.,3'MAX CLEARANCE Gy_�. : ABOVE iINISNED FLOOR msTE ABOVE FINISHED FLOOR lEecpe� 04 STANDARD FIRE SERVICE LINE INSTALLATION STANDARD FIRE SERVICE LINE INSTALLATION FOR CLASS I,II,III SYSTEMS (5 FOR CLASS IV&V SYSTEMS RECORD SET SCALE: NITS C2.3 SCALE: NTS C2.3 12/11/15 VERIFY SCALE! REVISIONS DESIGN ENGINEER:JEREMY T.HERRING I P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PRINTS MAV BE NO. DESCRIPTION DATE BY THIS RECORDED,IN PART.B BEEN DSGN.BY: 2947.011 REDUCED.LINEBELOW MORRISON 3011 PalmBf$1. PREPARED,PROVIDED BOZEMAN#1 TOWN PUMP CONVENIENCE STORE 1 Engineers Missoula,MT 59808 INFORMATION PROVIDED BY SHEET NUMBER MEASURES ONE KEN ON 1-. OTHERS.THE ENGINEER HAS NOT APPR.BY:... ORIGINAL DRAWING. IUl SUNByOIS VERIFIED THE ACCURACYAND/OR BOZEMAN MONTANA - �IIL``//r11� SCienflSfS COMPLETENESS OFTHIS DATE:4/2014 MAIERLE INC. INFORMATION NOT BE ALL INSTANCES DRAWING NUMBER P/antra PFax::(406)52-4801 AND RESPONSIBLE D.C.REVIEW Fax:406 542-4801 FOR THAT MAY BEINSOROMI5610NR MODIFY SCALE ACCORDINGLY! An Employee-OTvned Company ( THAT OF BY: WATER DETAILS C2.3 A RESULT OF INFORMATION AS PLOTTED BV:JEREMY HERRING ON Jan/15/2016 COPYRIGHT 0 MORRISON-MAIERLE,ING,2D18 PROVIDED BY OTHERS. DATE:9/4/13 DIMENSIONS PER FLOWABLE FILL GREEN STEEL POST ENGINEERS PARTITION WALL SET IN PLACE AT AT END OF SERVICE 1/4"BELOW TOP OF DISCRETION JOB SITE NO MASTIC PER CODE NEW PAVEMENT SURFACE T 6"MIN. ° PROPERTY HEAVY DUTY MONUMENT BOX,SIMILAR TO CARD ENG.N0.50608 1 LINE OR 1 oD X1 Do EASEMENT III /�//MM/ LINE STREET PAVING&GRAVEL AS REQUIRED HAUNCH (TYPJ 4'VENTJ.33' TA p.29' 5 1/2'BOULEVARD PARTITION SEAL JOINT WITH RAM-NEK WALL EQ. STREET SURFACE GROUND SURFACE - rTHREADE-D 8"X 3'ROUND CONCRETE SLAB �_ 5'SIDEWALK ° (wp) OSPRING LINEADAPTOR FROST 8.00' I +2 5' EXPANSION(TYR) COMPACTED BACKFILL PLUG 1'MIN. / / (SEE SPECS.) SLEEVE TYP \�11.5' 8' ( )(TYP.) (TYPICAL EXCEPT IN SPECIAL PIPE CIRCUMSTANCES WHERE CITY HAS APPROVED ALTERNATE LOCATIONS) NON-SHRINK EQ. CLEANOUT PIPE,8"PVC �ggCKFILL FLOWABLE FILL �3\ WOOD 2" 3'-0"MIN. �° .49 -1/8 BE ° SCALE: NTS C2.4 `^ `0.50' WALL (TYP)15A0' - SERVICE LINE.SLOPE=1/4" MARKER END OF PLAN VIEW 45` ELBOW PER FOOT MIN.,1/2"PER FOOT TRENCH MAX. � a ' 4` DOUBLE 1S�'0 VENT CONSEAL AT 6"MAX. JOINTS (TYP.) SEWER MAIN 1"WASHED DRAIN ROCK FROM FOOTING 0.54' PN N ` -0.6T TOP,; PN N R\\\ FILTER FABRIC IN LINE WYE FITTING FOR `PLUG B PVC OVERLAPPED 2'MIN. T O 0.92' ° NEW INSTALLATIONS. T SADDLE FITTINGS ALLOWED Q T FOR EXISTING INSTALLATIONS 3.54' ONLY UPON APPROVAL OF 525' 4.33' CITY OF BOZEMAN SEWER LIQUID 5.00' DEPARTMENT. END OF LINE CLEANOUT 4 4"PIPE LEVEL 5.25 4'PIPE IF REQUIRED USE PLUG a, 517' 432' SERVICE INVERT NO 18"MIN. 6"PIPE "O"x1A0' A- 6'PIPE LOWER THAN SPRING '� Q HAUNCH INLET LINE OF SEWER MAIN I -4 a- 2.50' (TYP) 1.06, OUTLET FOR WYE FITTINGS. jL T T 0.67 BASL 1 �18"MIN. SECTION VIEW 1. PERFORATIONS AT 5 AND 7 O'CLOCK WITH INVERT OF 4"PERFORATED PVC PIPE AT OR BELOW BOTTOM OF FOOTING. CITY OF BOZEMAN SCALE: SANITARY SEWER N0. 02730-2 CITY OF BOZEMAN SCALE: SANITARY SEWER N0. 02730-4 2. MAINTAIN 6"OF DRAIN ROCK AROUND PERIMETER OF PIPE AS A MINIMUM. STANDARD DRAWING NONE SERVICE LINE DEC. 2003 STANDARD DRAWING NONE CLEANOUT DEC. 2003 3000 GALLON SAND/OIL SEPARATOR DETAIL Tg� FOOTING DRAIN DETAIL / 4 \ SCALE: NTS C2.4 SANITARY SEWER SERVICE LINE SANITARY SEWER CLEANOUT SCALE: NTS C2.4 SCALE: NTS C2.4 SCALE: NTS C2.4 PARTITION WALL SET IN PLACE AT JOB SITE,NO MASTIC PER CODE. T 1.00 xl.o0' q° VENT oz9' Elevation To Be Set By The Engineer HAUNCH (TYP.) PARTITION ED. WALL 1. IFCO#770-G,OLYMPIC MH-14 RING AND GRATE(OR T _ APPROVED EQUAL) \\\ \\ 2. IFCO#517-STYLE 2,C-2 GRATE(D-1 FOR SLOPES>5%), 1 1 3.00'WIDE X I/ 1 OLYMPIC SM-09 B RING AND GRATE(OR APPROVED 0.33' TALL I 1 + CL EQUAL)WHEN INLET IS INSTALLED IN CURB. \ SLOT EQ. n�Ji�r�i�r�'r�r€u€n&'r€ 4" 8"MIN. 4" ADJUSTING RINGS 1,50' WALL (TYPJ;::,. "` NA I NATIVE MATERIAL COMPACTED 15.00' - TO 95%AASHTO T-99 PLAN VIEW MIRIFI 140 FILTER FABRIC 4° DOUBLE lS'B"0 1"WASHED $ ¢ 4'-0" Apr$ OR SUPAC 4-5 OZ OR EQUAL VENT CONSEAL AT DRAIN ROCK ° JOINTS(TYP.) 18" ,+ a@°° a�e 0.54' FNING 0 67' TOP, NINC FILTER FABRIC T O 092 ° $e T S9 1. PERFORATIONS AT 5 AND 7 3,54, O'CLOCK WITH INVERT OF 4" A 3"-8"WASHED .25' 4.33' 5,00' 5 PERFORATED PVC PIPE AT OR io DRAIN ROCK 4" PIPE LIQUID q° PIPE BELOW BOTTOM OF FOOTING. LEVEL 5.25' 6" s 5,17' q.92' 2. MAINTAIN 6"OF DRAIN ROCK 6' PIPE 1.00'xl.00' 1 6° PIPE AROUND PERIMETER OF PIPE AS a4' s s s s $ HAUNCH A MINIMUM. � 8'Min -� 2.50, INLET (TYPJ 1.06, OUTLET 1 0.67 BASL SECTION VIEW LATERAL DRAIN DETAIL SUMP DETAIL RECORD SET 3000 GALLON HEAVY DUTY/TRAFFIC RATED GREASE TRAP DETAIL SCALE: NTS C2.4 SCALE:LE: NTS C2 4 SCALE: NTS C2,4 12/11/15 VERIFY SCALE! REVISIONS DESIGN ENGINEER:JEREMY T.HERRING P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY THIS RECORD DRAWING HAS BEEN DSGN.BY:JTH 2947.011 REDUCED.LINE BELOW MORRISON 3011 Palmer St. INFORMATION PROVIDED BOZEMAN#1 TOWN PUMP CONVENIENCE STORE Engineers Missoula,MT 59808 HERS THE NGINEEREDBY SHEET NUMBER MEASURES ONE NCH ON I-. OTHERS.THE ENGINEER H4S NOT APPR.BY:... ORIGINAL DRAWING. IUl SUNayOIS VERIFIED THE ACCURACYANDI OR BOZEMAN MONTANA — �IL` Scientists COMPLETENESSOFTHIS DATE:4/2014 MAIERLE INC. INDORMATION NOT BE LINSTANCES DRAWING NUMBER Planners Phone:(406)542-8880 AND SHALLNOTBE RESPONSIBLE O.C.REVIEW Fax:(406) THAT MAY BEINCORPORATED 542-4801 FOR ANY ERRORS OR OMISSIONS MODIFY SCALE ACCORDINGLY! An Employee-Gamed Company AS BY:TBM MISCELLANEOUS DETAILS C2.4 A RESULT OF INFORMATION M:129471011-BOZEMAN#1WCA.RECORD\C2.4-UT_MISC.DWG PLOTTED BY:JEREMY HERRING ON JaN/1512016 COPYRIGHT®MORRISON-MAIERLE,ING,2G16 PROVIDED BY OTHERS. DATE:9/4/13 BOX WIDTH 12" 12" NOTE:WHERE TRENCH PASSES THROUGH CGSTNG PAVEMENT MIN MIN THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL 18" 18" LINE A MINIMUM OF 12(DOcm)FROM THE EDGE OF THE TRENCH MAX MAX OPENING. WHERE NEAT LINE IS LESS THAN V(DaRI)FROM EDGE Of EVSTNG PAVEMENT OR CURB AND GUTTER SECTION, REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT. T.W. T.W. T.W. UNDISTURBED EARTH OR •/vfy�r / UNDISTURBED V ,A/V/ V Afi �V A/ VA\fi FINAL `�\ EARTH' // V/✓"Fill v- 6" fO.D.+ v- BACKFILL COMPACTED FILL p,p, �\ FINAL �� ✓/\MIN.STING STREET SURFACE VERTCAL MEN.WAILS N1TH OR COMPACTED / FINAL \/ O.D. \ �/ \ SHORING TO CONFORM TO O.S.H.0. \ BACKFILL FILL \\t BACKFILL FINAL /� Z, aEcuunoNs 0.19 / BACKFILL /� / 1z(30 wD)MIN MIN. INITIAL v� PIPE INITIAL SPRING SUBGRADE OR GROUND �� BACKFILL A/ BACKFILL wRFAce PIPE SPRING LINE—�� .v �� v< INITIAL A. LINE GENERAL NOTES 12" El \< BACKFILL HAUNCHING v� \ �� HAUNCHING HAUNCHING i / A Ai �/ 1. BEDDING SHALL BE DUMPED CLASS I-A WORKED BY HAND,OR CLASS I-B MIN. / COMPACTED TO 85%STANDARD PROCTOR.LOCAL CODE PERMITTING WITH v V GEOTECHNICAL ENGINEER AND OWNER APPROVAL,NATIVE SOIL MAY BE USED INsreLL DETECTABLE sLDPINc,BENCHING DR 4" BOX ✓A%�/�/��.>z 6. 4" FOR BEDDING PROVIDED IT MEETS THE EMBEDMENT AND BACKFILL MATERIALS IN WARNING TAPE IB'(45on) SUPPoRT SYSTEMB IN Tils BEDDING CULVERT BACKSLOPE AS SPECIFIED MA%.DEPTH AREA TO CONFORM TO BEDDING 4" TABLE 1 EXCLUDING CLASS IV-A. MIN. BEDDING UNDISTURBED BEDDING TO CONFORM TO O.S.H.A. (OPTIONAL) O.S.H.A REGULATORS- MIN. MIN. EARTH OR MIN. 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE BY HAND TO ELIMINATE VOIDS REGULATIONS- COMPACTED FILL AND SHALL BE CLASS I-A,OR CLASS I-B OR CLASS II COMPACTED TO 95% STANDARD PROCTOR.PEA GRAVEL SHALL NOT BE USED AS A HAUNCHING RIGID PIPE FLEXIBLE PIPE MATERIAL.CLASS III MATERIAL SHALL BE ALLOWED FOR RIGID PIPE COMPACTED WATER&SANITARY SEWER LINES CONCRETE BOX CULVERT rv.T.s. N.T.s AT 95%STANDARD PROCTOR. TYPE'A';B'.OR'C' 6'(15cm) N.T.S. N.T.S. TRENCH BACKFILL v (RCP) (HOPE)OR(PVC) 3. INITIAL BACKFILL SHALL BE CLASS I-A WORKED BY HAND,OR CLASS I-B OR CLASS II / NOTE:MINIMUM TRENCH WIDTH(T.W.)SHALL BE THE GREATER OF(1.25 O.D. 12')OR(O.D.+16') COMPACTED TO 90%STANDARD PROCTOR,OR CLASS III COMPACTED 95% STANDARD PROCTOR.CLASS I&II MATERAIL SHALL BE USED FOR FLEXIBLE PIPE SELECT TYPE I BEDDING WHEN FILL HEIGHTS EXCEED 8'. �'0°Oo c0 Doc MATERIAL PLACED °OgG IN 6'(15cm)LAYERS a 4. FINAL BACKFILL SHALL BE CLASS I-A WORKED BY HAND,OR CLASS I-B OR CLASS II TYPE PIPE BEDDING °"0' / COMPACTED AS SPECIFIED PLACED IN 6'(15.)MAX. "yOLa' a'(IouR)°oo8°Goq, IN SECTION azzzl. TABLE 1:CLASSES OF EMBEDMENT AND BACKFILL MATERIALS COMPACTED TO 90%STANDARD PROCTOR,OR CLASS III COMPACTED TO 95% LAYERS AND COMPACTED / STANDARD PROCTOR. nHORoucHLv. °" ASTM D 2321 ASTM D 2487 %PASSING ATTERBERG LIMITS 5. FINAL BACKFILL NOT UNDER PAVED AREAS CAN BE CLASS IV-A COMPACTED TO TRiNGI IgTkaD.a PIPE PLus VMER REWIRED FOR MATERIAL USCS MATERIAL TYPE 95%STANDARD PROCTOR. MIN.TRENCH WDTH"3.5'(1.1m) fi\� CLASS SOIL GROUP 1 112 IN. NO.4 NO.200 LL PI TYPE z PIPE BEDDING �`/ / 6. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE WITH ASTM D 2321. SEE TABLE E \�\\}�\//\\�\ \\\ saFT OR UNSTABLE �� < � IA NONE MANUFACTURED OPEN GRADED AGGREGATES 100% <10% <5% NON PLASTIC 1) fOJNDATION NOTE:SEE CONTRACT SPECIAL PR NS R ANY MOD T CONTRACT TO STANDARD D TRENCH MR MATERIALS IB NONE MANUFACTURED DENSE GRADED AGGREGATES 100% <50% <5% NON PLASTIC 7. ALL MATERIALS SHALL BE INSTALLED IN MAXIMUM 8"LOOSE LIFTS IN ACCORDANCE AND/OR OTHER TRENCH DESIGN FEATURES - WITH ASTM D 698.CLASS III AND IV-A MATERIALS SHALL BE COMPACTED NEAR GIN <50%OF OPTIMUM MOISTURE CONTENT. "COARSE •SEE O.SH.A.CONSTeUCTON STANDARDS GP FRACTION" 8. FILL SALVAGED FROM EXCAVATION SHALL BE FREE OF DEBRIS,ORGANICS AND FOR EXCAVATIONS. REMSED:10/25/02 II COARSE-GRAINED SOILS,CLEAN 100% <5% NON PLASTIC ROCKS LARGER THAN 3". SW >50%OF 9. ALL TRENCH EXCAVATIONS SHALL BE SLOPED,SHORED,SHEETED,BRACED,OR CITY OF BILLINGS scALE: STANDARD DR 11 "COARSE STANDARD SPECIFICATIONS NONE TYPICAL UTILITY TRENCH DETAILS NO.02221-1 SP FRACTION" OTHERWISE SUPPORTED IN COMPLIANCE WITH OSHA REGULATIONS AND LOCAL ORDINANCES. GM <50%OF <4 OR<"A"LINE 10. DESIGN ENGINEER SHALL DESIGNATE ON THE PLANS WHERE WATERTIGHT JOINTS TYPICAL UTILITY TRENCH DETAIL "COARSE ARE TO BE REQUIRED. GC FRACTION" 12%TO <7 OR>"A"LINE SCALE: NTS C2.5 III COARSE-GRAINED SOILS W/FINES 100% 50% 11. REPLACE WET OR UNSUITABLE SOIL NECESSARY TO PROVIDE A SUITABLE BASE, SM >50%OF >4 OR<"A"LINE AS DIRECTED BY GEOTECHNICAL ENGINEER OR OWNER. "COARSE Sc FRACTION" >7 OR>"A"LINE 12. WHERE GROUND WATER IS PRESENT CLASS I-A MATERIAL SHALL BE WRAPPED WITH A NON-WOVEN GEO-TEXTILE,EXCLUDING BEDDING MATERIAL BETWEEN 4"& ML <4 OR<"A"LINE 6"THICK. IV-A FINE-GRAINED SOILS 100% 100% >50% <50 CL >7 OR>"A"LINE 13. CONTRACTOR SHALL REFER TO GEOTECHNICAL REPORT FOR SOIL TYPE AND CLASSIFICATIONS FOR THIS PROJECT. 14. CONTRACTOR SHALL REFER TO THE LATEST VERSION OF ASTM STANDARDS PRIOR TO CONSTRUCTION. TRENCH AND BEDDING DETAILS �1 SCALE: NTS C2.5 RECORD SET 12/11/15 VERIFY SCALE! REVISIONS DESIGN ENGINEER:JEREMY T.HERRING P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY THIS RECORD DRAWING HAS BEEN DSGN.BY: 2947.011 REDUCED.LINE BELOW MORRISON Missoula, Palmer598 PREPARENPRO PROVIDED BOZEMAN#1 TOWN PUMP CONVENIENCE STORE Engineers Missoula,MT 59808 IN FOR MATI ENGINEERED BY SHEET NUMBER MEASURES ONE IN . OTHERS.THE ENGINEER NOT APPR.BY:... ORIGINAL DRAWING. SUNeyOIS VERIFIED THE ENESS CYANDIOR BOZEMAN MONTANA — �IL` SCienNSfs COMPLETENESS IN THIS DATE:4/2014 MAIERLE INC. INFORMATION NOT BE ALL INSTANCES DRAWING NUMBER Planners Phone:(406)544801 AND ANY LNORS RESPONSIBLE OMISSIONS O.C.REVIEW Fax:406 542-4801 FOR ANY EBEINSOROMISSIONS MODIFY SCALE ACCORDINGLY! An Employee-Otvned Company ( THATRESULT OF INFORMATION BY:TBM TRENCH DETAILS C2.5 A RESULT OF INFORMATION M:1290T\011-BOZEMAN#1WCA.RECORD\C2.5-UT_TRENCHOWG PLOTTED BY:JEREMY HERRING ON JaR/1512016 COPYRIGHT®MORRISON-MAIERLE,ING,2016 PROVIDED BY OTHERS. DATE:9/4/13 SCARIFY EXISTING CONCRETE EXISTING HEADWALL CAST-IN-PLACE CONCRETE TO REMOVE LOOSE MATERIAL. CONNECTION STRUCTURE PROVIDE BONDING AGENT 4'X12'PRECAST 0D EXISTING 10'-8"X4'-9" I DRILL&EPDXY ° BOX CULVERT 'D CONCRETE ARCH CULVERT a DRILL&EPDXY 8" SCARIFY EXISTING CONCRETE UNKNOWN _ _ _ _ TO REMOVE LOOSE MATERIAL. ° d PROVIDE BONDING AGENT. 15 'o TOP OF 4'X12'CONCRETE a B a a BOX CULVERT 10 d 4 ° O d O ° d a 5 d 4 d d 2'-6" a "ro d d 11 4 4 2'-0"MIN. a #4 REBAR 12"O.C. 2'-0"MIN. LEAVE LAST 3 FEET OF ALONG CONNECTION d REINFORCING REBAR 4 #4 REBAR 12"O.C. 10'-8" EXPOSED TRIM TO ALONG CONNECTION 12'-0' LENGTH a C/L — — — — — — — — C/L LEAVE REINFORCING REBAR DETAIL �� EXPOSED TRIM TO LENGTH DETAIL �21 SCALE: 1-1/2"=T-0" SCALE: 1-1/2"=V-0" SEE DETAIL 0 I I � I I I i74 HORIZONTAL REBAR UNKNOWN a a 4 d �a a EXISTING CONCRETE HEADWALL d REMAINING EXPOSED REBAR FROM BOX CULVERT LAYOUT VIEW SCALE: 1l2"=1'-0" � d DETAIL K-31 SCALE: 1-1/2"=1'-0" CAST-IN-PLACE SEE DETAIL 02 CONCRETE CONNECTION UNKNOWN 9" #4 REBAR 12"O.C. CONNECTION TO EXISTING CULVERT HEADWALL I 2'-6" 4'X12'PRECAST • • • • • • • • • • • BOX CULVERT 4'-0" 4 9 ' •.D EXISTING 10'-8"X4'-9" CONCRETE ARCH CULVERT ELEV.4800.2' 1.0%SLOPE 0.717%SLOPE 8" 12 " 8" SEE DETAIL 03 . 6"THICK(MIN.)GRAVEL q `m "• ° BEDDING(SEE SHEET C2.5) PROFILE VIEW SCALE: 1/2"=1'-0" SECTION A-A SCALE: 1/2"=V-0" CONCRETE DISTTANCEANCEINTO GROUND EXTENDS UNKNOWN RECORD SET 12/11/15 VERIFY SCALE! REVISIONS DESIGN ENGINEER:JEREMY T.HERRING P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY THIS RECORD DRAWING HAS BEEN DSGN.BY:JTH 2947.011 REDUCED.ONE MORRISON Missoula, Palmer 598 PREPARED.INPODED BOZEMAN#1 TOWN PUMP CONVENIENCE STORE Engineers Missoula,MT 59808 HERS THEENGINEEREDBY SHEET NUMBER MEASURES ONE IN ON OTHERS.THE ENGINEERHAS NOT APPR.BY:... ORIGINAL DRAWING. SUNeyOIS VERIFIED COMPLETENESS ENESS CYANDIOR BOZEMAN MONTANA — �IL` SCi"NistS COMPLETENALLINTHIS DATE:4/2014 MAIERLE INC. INFORMATION IN ALL INSTANCES DRAWING NUMBER Planners Phone:(406)542-8880 AND SHALL NOT BE RESPONSIBLE D.C.REVIEW Fax:406 542-4801 FORANY ERROftS OR OMISSIONS MODIFY SCALE ACCORDINGLY! An Employee-OHmed Company ( ) THAT MAY BEINCORPOI—EDAS BY:TBM CULVERT DETAILS C2.6 A RESULT OF INFORMATION M:129J71011-BOZEMAN#1IACAD\RECORD\C2.6-DT_CULVERT.DWG PLOTTED BY JEREMY HERRING ON Janl15/2018 COPYRIGHT®MORRISON-MAIERLE,ING,2o16 PROVIDED BY OTHERS I DATE:9/4/13 rl CONCRETE POND / OUT LET STRUCTURE SEE i // � _ / l 0+40 C 0+40 sa I / HORI 'AL SCALE 10 Z 10 zo IN FEET 4820 4820 4820 4820 4820 4820 CONCRETE POND CONCRETE POND OUTLET STRUCTURE OUTLET STRUCTURE SEE Q SEE 0 C2.2 C2.2 4810 4810 4810 4810 4810 4810 4800 4800 4800 4800 4800 4800 4790 1 4790 4790 4790 4790 4790 0+00 0+80 0+00 0+40 0+00 0+40 VERTICAL SCALE A—A B—B C—C 10 5 0 10 20 IN FEET RECORD SET 12/11/15 VERIFY SCALE! REVISIONS DESIGN ENGINEER:JEREMY T.HERRING P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY THIS RECORD DRAWING HAS BEEN DEIGN.BY:JTH 2947.011 REDUCED.LINE BELOW MORRISON 3011 Palmer St. PREPARED.WOODED BOZEMAN#1 TOWN PUMP CONVENIENCE STORE Engineers Missoula,MT 59808 INFORMATION PROVIDED BY SHEET NUMBER MEASURES ONE NCH ON I—. OTHERS.THE ENGINEER H4S NOT APPR.BY:... ORIGINAL DRAWING. IUl SUNayOIS VERIFIED THE ACCURACYAND I OR BOZEMAN MONTANA — �IL` Scientists COMPLETENESS OFTHIS DATE:4/2014 MAIERLE INC. INFORMATINOT BE LINSTANCES DRAWING NUMBER Planners Phone:(406)542-8880 AND SHALL NOT BE RESPONSIBLE D.C.REVIEW Fax:406 542-4801 FORTHAT NYERRORS OR OMISSIONS MODIFY SCALE ACCORDINGLY! ( ) THAT MAY BE INCORPOWIOAS BY:TBM RETENTION POND CROSS-SECTION C2.7 An Employee-0—d Company A RESULT OF INFORMATION M:129471011-BOZEMAN#1IACAD\RECORD\C2.7-CONCRETE POND SECTION.DWG PLOTTED BV:JEREMV HERRING ON Jan/1512016 COPYRIGHT MORRISON-MAIERLE,ING,2D16 PROVIDED BY OTHERS. DATE:9/4/13 10.01, / prA I I I F \ // •i' a a 85.0' -N- O9 v vRp- LE 1411' a y III III HORIZONTAL SCALE yy III 10 5 0 10 20 a �� III III v v IN FEET NOTES: VERTICAL SCALE 1. WALL LENGTH DIMENSIONING IS SHOWN AS APPROXIMATED 10 5 0 10 20 CENTERLINE.SEE ARCHITECTURAL PLANS FOR WALL MATERIALS. 2. B.O.W.-BOTTOM OF WALL IN FEET 3. T.O.W.=TOP OF WALL 4820 4820 4820 4820 4820 14820 4820 4820 4820 4820 T.O.W.4801.59 T.O.W.4806.82 T.O.W.4806.90 T.O.W.4807.15 4810 4810 4810 4810 4810 4810 4810PB.O.W.4802.90 4810 4810 4810 _15.8% F(_ FA3.7% B.O.W.4803.17 T.O.W.4801.60 PROPOSED BOX CULVERT 230% -8.2% (SEE SHEET C1.11) 4800 4800 4800 4800 4800 4800 48004800 4800 4800 B.O.W.4802.83B.O.W.4800.55 . . . . 4790 4790 4790 4790 4790 4790 4790 4790 4790 4790 SECTION A-A SECTION B-B SECTION C-C SECTION D-D SECTION E-E 4820 4820 4820 4820 4820 4820 020 4820 4820 4820 T.O.W.4807.42 T.O.W.4806.79 T.O.W.4806.94 T.O.W.4806.91 4810 4810 4810 4810 4810 4810 4810 4810 4810--4810 22 g% T.O.W.4802.05 T.O.W.4802.29 T.O.W.4802.66 T.O.W.4803.08 -21 4°b _16.7% -9.8% 3.2% 4800 B.O.W.4803.42 4800 4800 4800 4800 T.O.W. 4800 4800 4800 4800 B.O.W.4802.79 B.O.W.4802.94 B.O.W.4803.18 B.O.W.4798.30 B.O.W.4798.29 B.O.W.4799.59 B.O.W.4798.66 4790 4790 4790 4790 4790 4790 4790 4790 4790 4790 SECTION F-F SECTION G-G SECTION H-H SECTION 1-1 SECTION J-J RECORD SET 12/11/15 VERIFY SCALE! REVISIONS DESIGN ENGINEER:JEREMY T.HERRING P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY THIS RECORD DRAWING HAS BEEN DSGN.BY:JTH 2947.011 REDUCED.LINE BELOW MORRISON 3011 Palmer St. PREPARED,WOODED BOZEMAN#1 TOWN PUMP CONVENIENCE STORE Engineers Missoula,MT 59808 INFORMATION PROVIDED BY SHEET NUMBER MEASURES ONE NCH ON OTHERS.THE ENGINEER H4S NOT APPR.BY:... ORIGINAL DRAWING. SUNeyOIS VERIFIED THE ACCURACY ANDIOR BOZEMAN MONTANA - �IL` SCienNSfs COMPLETENESS OFTHIS DATE:4/2014 MAIERLE INC. INFORMATION NOT BE ALL INSTANCES DRAWING NUMBER Planners Phone:(406)542-8880 AND SHALL NOTRESPONSIBLE OMISSIONS O.C.REVIEW Fax:406 542-4801 THATM ERRORS OR OMISSIONS MODIFY SCALE ACCORDINGLY! ( ) THAT INCORPORATEDAS BY:TBM RETAINING WALL CROSS-SECTIONS C2.8 An Employee-OHmed Company A RESULT OF INFORMATION MA29471011-B02EMAN#1 WCAD\RECORDIC2.8-RETAINING WALL-CULVERT SECTION.DWG PLOTTED BV:JEREMV HERRING ON JaN1512016 COPYRIGHTOMORRISON-MAIERLE,ING,2016 PROVIDED By OTHERS. DATE:9/4/13 POLE SCHEDULE PEDESTRIAN PUSH BUTTON CONDUIT&WIRING SCHEDULE POLE OFFSET TYPE POLE FOUNDATION SIGNAL LUMINAIRE LUMINAIRE LUMINAIRE ITEM N0. TYPE LINE STATION f � NO. (rL POLE) BASE DIA.X DEPTH LEFTARROW RIGHTARROW MASTARM MASTARM HEIGHT NEW 1 — 2" PLASTIC CONDUIT 1 24 2A-900-2 EAST MAIN 101+56.0 50.0' LT ANCHOR 2'6"X8' 1 20' A NEW 3 — AWG NO. 6 CONDUCTOR (CONTROLLER) 2 27 1-100 EAST MAIN 101+71.0 39.4' LT BREAKAWAY 2' X 3' 1 4 NEW 2 — AWG NO. 8 CONDUCTOR (LUMINAIRE) 3 25 3A-900-4 EAST MAIN 101+50.0 37.4' RT ANCHOR 2'6"X8' 1 30' 15, 35' HS 250 W NEW 1 — AWG NO. 10 CONDUCTOR (GROUND) 4 27 1-100 EAST MAIN 101+29A 45.8' RT BREAKAWAY ' X 1 NEW 1 — 3" PLASTIC CONDUIT 5 23 2A-900-1 EAST MAIN 100+77.7 46.5' RT ANCHOR 2'6"X8' 1 15' NEW 1 — 16 AWG 14 SIGNAL CABLE 6 27 1-100 EAST MAIN 100+66.5 36.8' RT BREAKAWAY 2' X 3' 1 NEW 1 — 9 AWG 14 SIGNAL CABLE 7 1 26 1 3A-900-5 I EAST MAIN 100+71.4 42.0' LT ANCHOR 2'6"X8' 1 35' 1 H W NEW 3 — AWG NO. 6 CONDUCTOR (CONTROLLER) 8 27 1-100 EAST MAIN 100+94.0 48.5' LT BREAKAWAY 2' X 3' 1 B NEW 2 — AWG NO. 8 CONDUCTOR (LUMINAIRE) �/ �/ -- ��• 4 N NEW 1 — AWG NO, 10 CONDUCTOR (GROUND) NEW 1 — EMERGENCY PREEMPTION CABLE / a NEW 1 — RADAR DETECTION CABLE NEW 2 — 3" PLASTIC CONDUIT POWER SOURCE 8 { I Im NEW 2 — 16 AWG 14 SIGNAL CABLE NEW 60A I ��:, MIGNAL NEW 3 — 9 AWNOI 6 SIGNALCTORE(CONTROLLER) NEW 2 — AWG NO. 8 CONDUCTOR (LUMINAIRE) 4 NEW 1 — AWG NO. 10 CONDUCTOR (GROUND) / NEW 2 — EMERGENCY PREEMPTION CABLE E �T NEW 2 — RADAR DETECTION CABLE A NEW 1 — COPPER 6—PAIR CABLE (INTERCONNECT) eaO — • m y m NEW 1 — 3" PLASTIC CONDUIT NEW 1 — 96 WG AD NEW 1 — AWG NO 144SIGNALLCABBEE I 10 CONDUCTOR GROUND INSTALL / •O' III (GROUND) TYPE II ,m NEW 1 — RADAR DETECTION CABLE PULL BOX " NEW 1 — 3" PLASTIC CONDUIT O / RADAR O: a •Q I II I Tm NEW 1 — 16 AWG 14 SIGNAL CABLE DETECTION I �m NEW 2 — AWG NO. 8 CONDUCTOR (LUMINAIRE) E 4a G \ °'O• I / ZL NEW 1 — AWG NO. 10 CONDUCTOR (GROUND) P B GAG t P K o NEW 1 — EMERGENCY PREEMPTION CABLE 8 mI~TI NEW 1 — RADAR DETECTION CABLE s 7 v to G 16 NEW 1 — 2" PLASTIC CONDUIT NEW 1 — COPPER 6—PAIR CABLE (INTERCONNECT) o-- -- �� NEW 1 — 2" PLASTIC CONDUIT INSTALLTYPEII — — — _ ---- o--- ----o---_°_____� NEW 1 — 9 AWG 14 SIGNAL CABLE {2 , G/ / NEW 1 — AWG NO. 10 CONDUCTOR (GROUND) EMERGENCY _ PULL BOX PRE-EMPTION W - - -——— _ _ NEW 1 — 3" PLASTIC CONDUIT D W w W _�W NEW 1 — 16 AWG 14 SIGNAL CABLE —N _ L INSTALL TYPE II NEW 1 — AWG NO. 10 CONDUCTOR (GROUND) —sr oa PULL BOX NEW 1 — EMERGENCY PREEMPTION CABLE _ NEW 1 — S' PLASTIC CONDUIT RADAR — + _ NEW 1 — 16 AWG 14 SIGNAL CABLE RADAR DICTION NEW 2 — AWG NO. 8 CONDUCTOR (LUMINAIRE) DETECTION / / NEW 1 — AWG N0. 10 CONDUCTOR (GROUND) _ O _ L NEW 2 - RADAR DETECTION CABLE a —_ ____ o LL 3 / J as \ NEW 3 — 3' PLASTIC CONDUIT NEW 4 — 16 AWG 14 SIGNAL CABLE 9 � NEW 4 — 9 AWG 14 SIGNAL CABLE F 7 __ _ A NEW 3 — AWG NO. 6 CONDUCTOR (CONTROLLER) I I G NEW 8A CABINET NEW 2 — EMERGENCY PREEMPTION CABLE • I I 5 4 I � I I NEW 4 — RADAR DETECTION CABLE O NEW 1 — COPPER 6—PAIR CABLE (INTERCONNECT) TYPE II — NEW 1 — 3" PLASTIC CONDUIT PULL sox I I INSTALL TYPE III PULL B OXLX G INSTAL II PHASE DIAGRAM K NEW 1 — AWG NO. 10 CONDUCTOR GROUND NEW 1 16 AWG 14 SIGNAL CABLE PULL BOX ( ) LED INDICATIONS TO BE NEW 1 — RADAR DETECTION CABLE DIALIGHT OR APPROVED EQUAL RADAR a D_ DETECTION / a a NEW 1 — 4" PLASTIC CONDUIT EMERGENCY L NEW 1 — AWG NO. 10 CONDUCTOR (GROUND) PRE-EMPTION 12" LED (NOT USED) (NOT USED) NOTES: 1. CONTRACTOR SHALL BUILD INTERSECTION SOUTH O 12" LED APPROACH AS SHOWN, TERMINATING AT RIGHT OF WAY. O 12" LED ��p{y IIl�—IIIl�—I d Q. 2. CONTRACTOR SHALL INSTALL 6 PAIR TWISTED COPPER LED X�a UI I LED �1 �2 +3 114 a a �I WIRE INTERCONNECT TO WALLACE/E MAIN ST. TRAFFIC SIGNAL. (( LLLJJJ —Nv CONTRACTOR SHALL PLACE TYPE II PULLBOX BETWEEN INTER- 2003 O4 ( O8 d d SECTIONS TO MINIMIZE LENGTH OF PULLS. 11 12 13 16 17 1 5 6 9 3. ALL WORK WITHIN THE MDT RIGHT OF WAY REQUIRES TRAFFIC 10 14 15 18 (NOT USED) (NOT USED) CONTROL SHALL BE IN ACCORDANCE WITH THE MUTCD AND MDT SPECIFICATIONS. SIGNAL INDICATIONS PEDESTRIAN SCALE RECORD SET INDICATIONS a a 20 10 0 20 40 +5 �6 �7 �8 IN FEET 12/11/15 VERIFY SCALE! REVISIONS DESIGN ENGINEER:JEREMY T.HERRING P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY THIS RECORD DRAWING HAS BEEN DEIGN.BY:JTH 2947.011 REDUCED.LINE BELOW MORRISON Missoula, Palmer 598 FORMATION PART,BYBOZEMAN#1 TOWN PUMP CONVENIENCE STORE 1 Engineers Missoula,MT 59808 HERS THE NGINEER HAS N SHEET NUMBER MEASURES ONE INCH ON OTHERS.THE ENGINEER HAS NOT APPR.BY:... ORIGINAL DRAWING. SUNeyOIS VERIFIEDTHE ENESS CVAND IOR BOZEMAN MONTANA — �IL` SCienNSfs COMPLETENESS INSTANCES DATE:4/2014 MAIERLE INC. INFORMATI ON NOT BE LINSTANCES DRAWING NUMBER Planners Phone:(406)5424801 AND SHALL NOTBERESPONSIBLE O.C.REVIEW Fax:406 542-4801 THAT MAY BEINCOROMISSIONS MODIFY SCALE ACCORDINGLY! �"JAn Employee-OHmed Company ( I THAIESULTINCORPORATEDAS BY:TBM TRAFFIC SIGNAL PLAN C3.0 A RESULT OF INFORMATION M:129071011-BOZEMAN#1WCA.RECORD%C3.0-TRAFFIC SIGNAL PLN.DWG PLOTTED BV:JEREMV HERRING ON Jan/15/2016 COPYRIGHT®MORRISON-MAIERLE,ING,2o16 PROVIDED BY OTHERS. DATE:9/4/13 INSULATED CLEVIS 120/240 VOLT SERVICE WEATHER HEAD TWISTLOCK TYPE ENTRANCE FITTING PHOTO-ELECTRIC CONTROL 30'CLASS 4 113/4"(296 mm) TREATED TIMBER POLE STAND-OFF BRACKETS J"STEEL CONDUIT REQUIRED FOR CONDUIT, 3 OF N0.14 AWG METER BASE,AND CABINET (REFER TO THE NORTHWESTERN 10'MAX. ENERGY NEW SERVICE GUIDE) 0'4" (171 mm) 8" 2"RIGID STEEL CONDUIT T MAX. 3 OF NO.2 AWG 23Y4" 2"RIGID (594mm) 14" (357mm) L.C. SERVICE RATED 200 AMP METER N.E.M.A.TYPE 3R MAIN CABINET 2"CONDUIT BODY 5'MIN. 2"RIGID STEEL CONDUIT 27Y2"(698mm) 6 MAX. WIRING AS REQUIRED J"SCHED.80 CONDUITBWIRING LUMEC DMS55-SMD LUMINAIRE PLASTIC CONDUIT AS REQUIRED SCALE: NTS 1 BARE NO.6 AWG SPACING AS NECESSARY TO SUPPORT METER MAIN AND CABINET 3"Min. 6' 6'Min. rrt"x8' COPPERWELD GROUND ROD FRONT SIDE RECORD SET 12/11/15 VERIFY SCALE! REVISIONS DESIGN ENGINEER:JEREMY T.HERRING P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY THIS RECORD DRAWING HAS BEEN DSGN.BY:JTH 2947.011 REDUCED.LINE BELOW MORRISON Missoula, Palmer 598 FREPARENPROIDED BOZEMAN#1 TOWN PUMP CONVENIENCE STORE Engineers Missoula,MT 59808 HERS MTATI ENGINEERED BY SHEET NUMBER MEASURES ONENCH ON OTHERS.THE ENGINEER H4S NOT APPR.BY:... ORIGINAL DRAWING. SUNayOIS VERIFIED THE ACCURACY ANDIOR BOZEMAN MONTANA — �IL` SCienNS/s COMPLETENESS OFTHIS DATE:4/2014 MAIERLE INC. INFORMATINOT BE LINSTANCES DRAWING NUMBER Planners Phone:(406)5424801 THATAND HALL NOT RESPONSIBLE O.C.REVIEW Fax:406 542-4801 FOR ANY ERROftS OR OMISSIONS MODIFY SCALE ACCORDINGLY! An Employee-OHmed Company ( ) THAT MAY BE INCORPORATED AS BY:TBM SERVICE ASSEMBLY DETAIL C3.1 A RESULT OF INFORMATION M:129471011-BOZEMAN#1IACAD\RECORD1C3.1-OT_TRAFFIC SERVICE ASSEMBLY.DWG PLOTTED BY JEREMY HERRING ON Jan/15/2016 COPYRIGHT®MORRISON-MAIERLE,ING,2o16 PROVIDED By OTHERS. DATE:9/4/13 ANCHOR BOLT PATTERN (VERIFY BEFORE PLACING ANCHOR BOLTS) 4011 / 26r PULL BOX-CONCRETE Q Q \ ® ® MINIMUM DIMENSIONS � TYPE 1 TYPE 2 TYPE 3 TYPE"P"CABINET TYPE"M" L = 20" L = 25" L = 32" CABINET w = 13^ W 1" W 1" D = 12" D 122" D 122" Q Q IDL = 17" IDL = 21" IDL = 28" = 1" IDW = 11" HOW = " C L 18 L 30 " C = 3" CL = " NOTE: NOTE: C W - 11" C W - 13" C W - 17 17" LOCATE CONDUITS NEAR THE CENTER OF THE LOCATE CONDUITS NEAR THE CENTER OF THE PEDESTAL-BETWEEN 6"AND 10"FROM PEDESTAL-BETWEEN 4"AND 8"FROM D THE FRONT OF THE CABINET. THE FRONT OF THE CABINET. EXTEND CONDUIT 2"TO 4"ABOVE THE EXTEND CONDUIT 2"TO 4"ABOVE THE /yy CONCRETE PEDESTAL. CONCRETE PEDESTAL. yQ� /Q\; l� STUB CONDUIT 4"TO 6" ABOVE BOTTOM OF PULL BOX 12" 0 3^ CONCRETE PAD 12" CLASS"DD"CONCRETE 23" 00 CP CONDUIT IN PLACE v COMPLETELY SEAL THE BASE v FOUNDATION OF THE CABINET BY PLACING v AS REQUIRED 11J p_ SILICONE SEALANT BETWEEN O p THE CONCRETE PEDESTAL v f'SCHEDULE 80 00 AND THE BOTTOM OF THE v PLASTIC CONDUIT O O CABINET 1BARE AWG NO.6 DRAIN v 4'0" 1"CLEAN STONE DRAINAGE NO HIGHER 0 v / THAN 2"INSIDE p T7 �3"MIN.4" BOTTOM OF PULL BOX ` p p PULL BOX INSTALLED IN DIRT i4 CONCRETE PAD CONCRETE SIDEWALK OR ASPHALT p COPPERWELD - p. GROUND ROD STUB B D ABOVE BOTTOM OF PULL ^ ABOVE BOTTOM OF PULL BOX 23" O (Oy' CONTROLLER CABINET MOUNTING CONDUIT IN PLACE AS REQUIRED O 00 1) CONCRETE PEDESTAL DIMENSIONS O 0 1"CLEAN STONE A B C D E F DRAINAGE NO HIGHER THAN 2"INSIDE TYPE M 2'10" 3'2" 1'7" 2'0" 2'0" 3'0" BOTTOM OF PULL BOX TYPE P 4'D" 4'4" 24" 29" 2'0" 3'D" PULL BOX INSTALLED IN A SIDEWALK OR ASPHALT TYPICAL CABINET DIMENSIONS PULL BOX-COMPOSITE PEDESTAL MOUNTINGS FOR TYPE 1,2&3 WIDTH HEIGHT DEPTH TYPE I'M"AND TYPE To NO SCALE TYPE 2'6" 4'2" 1'5" PB2 TYPE P 3'8^ N6" r2" CONTROLLER CABINETS REVISED:30-MAY-2013 NO SCALE REVISED 22-FEB-2011 RECORD SET 12/11/15 VERIFY SCALE! REVISIONS DESIGN ENGINEER:JEREMY T.HERRING P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY THIS RECORD DRAWING HAS BEEN DSGN.BY: 2947.011 REDUCED.LINE BELOW MORRISON ssou Palmer 598 PREPARED.WOODED BOZEMAN#1 TOWN PUMP CONVENIENCE STORE Engineers Missoula,MT 59808 HERS ON WOODEDHAS SHEET NUMBER MEASURES ONE INCH ON OTHERS.THE ENGINEER H4S NOT APPR.BY:... ORIGINAL DRAWING. SUNeyOIS VERIFIED THE ACCURACYAND I OR BOZEMAN MONTANA — �IL` SCienNSfs COMPLETENESS OFTHIS DATE:4/2014 MAIERLE INC. INFORMATION NOT BE ALL INSTANCES DRAWING NUMBER Planners Phone:(406)542-4801 AND SHALL NOTRESPONSIBLE OMISSIONS O.C.REVIEW Fax:(406 542-4801 THATM BEINCOROMISSIONB BY:TBM CONTROLLER CABINET&PULL BOX DETAILS MODIFY SCALE ACCORDINGLY! An Employee-OHmed Company THAT FINFORMWIO AS C3.2 A RESULT OF INFORMATION M:129471011-BOZEMAN#1.AD\RECORD1C3.2-.1RAFFIC CABINET PULL BOX.DWG PLOTTED BV:JEREMY HERRING ON Jan/15/2016 COPYRIGHT MORRISON-MAIERLE,ING,2016 PROVIDED BY OTHERS. DATE:9/4/13 ELECTRICAL QUANTITY SUMMARY WATERTIGHT CONNECTORS ITEM NO. MATERIAL TOTAL UNIT 1 2"CONDUIT SCHEDULE 80 850 LF 2 3"CONDUIT SCHEDULE 80 530 LF TYPES 1,6,11&16 TYPES 2,7,12&17 3 4"CONDUIT SCHEDULE 80 365 LF 4 AWG NO.6 CONDUCTOR 935 LF NON-FUSED BREAKAWAY FUSED BREAKAWAY 5 AWG NO.8 CONDUCTOR 710 LF IDENTITY DESCRIPTIVE 6 AWG NO.10 CONDUCTOR 925 LF SYMBOL& NO. WIRE SIZES 7 3 AWG 14 CABLE 385 LF 1 a 8 9 AWG 14 CABLE 500 LF 9 16 AWG 14 CABLE 545 LF PROVIDE A PLUG AND RECEPTACLE HOUSED IN WATER- S RESISTANT,SYNTHETIC RUBBER CAPABLE OF BURIAL 10 RADAR DETECTION CABLE 450 LF 3 B 70 IN THE GROUND OR INSTALLATION IN SUNLIGHT. 8 THE HOUSING,CONSISTING OF 2 SECTIONS,PROVIDES 11 COPPER 6-PAIR INTERCONNECT CABLE 810 LF 4 A WATERTIGHT SEAL AROUND THE CABLE AND A S WATERTIGHT SEAL BETWEEN THE TWO SECTIONS AT 8 TYPES 3,8,13&18 THE POINT OF DISCONNECTION.SUPPLY EACH KIT WITH 12 CONCRETE POLE FOUNDATION 9.4 CY SUFFICIENT SILICONE COMPOUND TO LUBRICATE METAL 5 8 e PARTS AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. 13 PULLBOX-TYPE II COMPOSITE 6 EA s g WHERE INDICATED,CRIMP A COPPER PIN AND A COPPER 14 PULLBOX-TYPE III COMPOSITE 1 EA a RECEPTACLE TO THE CABLE.THE RECEPTACLE IS TO ESTABLISH CONTACT PRESSURE WITH THE PIN THROUGH 15 CONTROLLER PEDESTAL TYPE"P" 1 EA 7 FUSED BREAKAWAY THE USE OF A COPPER BERYLLIUM SPRING AND BE 8 EQUIPPED WITH A DISPOSABLE MOUNTING PIN.THE PIN 16 LUMINAIRE ASSEMBLY-250 W SV 2 EA 8 10 IS TO BE CONSTRUCTED OF AT LEAST HALF-HARD MATERIAL.THE CRIMPING PORTION IS TO BE FULLY 6 ANNEALED WHILE THE REST OF THE PIN IS MAINTAINED 17 SERVICE ASSEMBLY 60 AMP 1 EA s IN ITS ORIGINAL STATE OF HARDNESS.THE RECEPTACLE 9 6 IS TO BE FULLY ANNEALED.THE PIN AND RECEPTACLE 18 PHOTO ELECTRIC CONTROL 1 EA 6 ARE TO LOCK TOGETHER SO THE CONNECTION IS 10 s MAINTAINED WHEN A MINIMUM FORCE OF 20 POUNDS 19 SIG-TRAP 3 COL-1 WAY 12-12-12 10 EA B TENSION IS APPLIED TO THE ATTACHED CABLES. 11 a TYPES 4,9,14&19 PROVIDE FUSED CONNECTOR KITS CONTAINING A PAIR 20 SIG PEDESTRIAN TYPE AUDIBLE 8 EA OF SPRING LOADED 90%CONDUCTIVITY CONTACTS FOR GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. 21 CONTR/TRAF ACTUAT TYPE 8-A 1 EA 12 THE CONTACTS MUST BE FULLY ANNEALED AND a m ADAPTED TO BE CRIMPED TO THE CABLE. 22 CABINET CONTROLLER TYPE P 1 EA 13 10 0 a 23 SIGNAL STANDARD 2A-900-1 1 EA NON-FUSED BREAKAWAY 14 a 24 SIGNAL STANDARD 2A-900-2 1 EA 4 15 25 SIGNAL STANDARD 3A-900-0 1 EA a 26 SIGNAL STANDARD 3A-900-5 1 EA 16 10 0 27 SIG STANDARD TYPE 1-100 4 EA 17 1 28 RADAR VEHICLE DETECTION 4 EA 18 10 10 TYPES 5,10,15&20 0 28 PUSH BUTTON/PEDESTRIAN-TACTILE 8 EA 10 19 10 ° 9 10 e 20 1° 0 NON-FUSED NON-BREAKAWAY QUANTITY SUMMARY WATERTIGHT CONNECTORS NO SCALE NO SCALE RECORD SET 12/11/15 VERIFY SCALE! REVISIONS DESIGN ENGINEER:JEREMY T.HERRING P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY THIS RECORD DRAWING HAS BEEN DSGN.BY:JTH 2947.011 REDUCED.LINE BELOW MORRISON 3011 Palmer St. PREPARED.IN PART,BY BOZEMAN#1 TOWN PUMP CONVENIENCE STORE 1 Engineers Missoula,MT 59808 H FORMATION PROVIDED BY SHEET NUMBER MEASURES ONE INCH ON OTHERS.THE ENGINEER HAS NOT APPR.BY:... ORIGINAL DRAWING. SUNeyOIS VERIFIED THE ACCURACYAND I OR BOZEMAN MONTANA — �IL` Scientists COMPLETENESSOFTHIS DATE:4/2014 MAIERLE INC. INDORMATION NOT BE LINSTANCES DRAWING NUMBER Planners Phone:(406)542-8880 AND SHALLNOTBE RESPONSIBLE Q,C.REVIEW Fax:(406 542-4801 THAT MAY BEINCOROMISSIOAS BY:TBM ELECTRICAL QUANTITY SUMMARY&WATERTIGHT CONNECTORS MODIFY SCALE ACCORDINGLY! An Employee-OHmed Company ) THATDAS C3.3 A RESULT OF INFORMATION M:129a71011-B02EMAN#1WCA.RECORD1C3.3-UT_TRAFFIC CONNECTORS_QUANTITY.DWG PLOTTED BV:JEREMV HERRING ON JaN15I2016 COPYRIGHT®MORRISON-MAIERLE,ING,2o16 PROVIDED BY OTHERS. DATE:9/4/13 POLE SHAFT SIGNAL ARM FOUNDATION TYPICAL SIGNAL MOUNTINGS TABLE 1 A B C D ANCHOR BOLTS E O @ (�) O �K (D (� @ ® � ® c1b ® m TYPE(1)LOWER SHAFT 15',20',26,30' 18"SQ. 17r 1r 1fz 84N 6"(OVERALL-90") 17"SQ. 191, V-8 UNC-5"A325 1r 1r 8 810" 7'6" 2'6" TYPE(2)LOWER SHAFT 3V,40',46 19"SQ. 19" 1r 1 f x 84N 6"(OVERALL-90") 19"SQ. 20" 1,"-7 UNC-6"A325 if- if- 8 810" 7'6" 2'6" 4=zA TYPE(2)LOWER SHAFT 50, 19"SQ. 19" 1r 1 f x 84N 6"(OVERALL-90") 19"SQ. 20" 1,"-7 UNC-6"A325 if- if" 12 12'0" ITS" 3'0" TYPE(3)LOWER SHAFT 56,60' 20"SQ. 20" 1J" 2"x 84"x6"(OVERALL-90") 19"SQ. 20" 1r-6 UNC-6"A325 2" 2" 13 13'0" 12'6" SO" u NOTE-USE PIPE BRACKETS TO MOUNT TRAFFIC AND PEDESTRIAN SIGNALS TO THE POLE SHAFT UNLESS MOUNTING POINTS m OTHERWISE SHOWN ON THE PLANS. STANDARD TABLE 2 1 2 3 4 5 6 7 8 9 10 MAST ARM PIPE BRACKETS FOR POLE MOUNTING ELEVATOR PLUMBIZER SIGNAL EMERG.VEHICLE SIGN PANEL SIGNAL SIGNAL SIGNAL LUMINAIRE SIGNALS PED.SIGNAL CONTROLLER CAB. MOUNTING TRAFFIC AND PEDESTRIAN SIGNALS MAST ARM MOUNTING DETECTOR DESIGN AREA 12.0 SQ.FT. NIL 8.0 SQ.FT. 9.0 SQ.FT. 9.0 SQ.FT. 9.0 SQ.FT. 3.3 SO.FT. 9.0 SQ.FT. 3.0 SQ.FT. 4.72 SQ.FT. NOTES SIGNAL ARM SLIP JOINT DESIGN WEIGHT 135 LB. NIL 100 LB. 105 LB. 105 LB. 105 LB. 75 LB. 210 LB. 80 LB. 200 LB. DESIGN STANDARDS IN ACCORDANCE WITH THE 1994 AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,LUMINAIRES AND TRAFFIC SIGNALS(AND ANY END SECTION WITH BASE SECTION WITH DRAG COEF.(Cd) 1.2 NIL 1.2 1.2 1.2 1.2 0.5 1.2 1.2 1.2 AMENDMENTS THERETO). J"HOLE FOR t" FIELD DRILLED HOLE USE A DESIGN WIND VELOCITY OF 90 MPH. BOLT FOR Y BOLT DESIGN AREA AREA WITH MAXIMUM WIND LOAD(WIND IS PERPENDICULAR TO STANDARD,AS SHOWN). A DESIGN WEIGHT=DEAD LOAD. TABLE 3 I-T-� BOLT u 15' 20'&25' 30',35,40'E�45' S0',55'&60' DESIGN ALL TYPE(1)LOWER SHAFTS FOR A=30'A D MOUNTING HEIGHT OF 45'. FIELD ASSEMBLED DESIGN ALL TYPE(2)LOWER SHAFTS FOR A=50'A D MOUNTING HEIGHT OF 45'. TO ACHIEVE A SNUG TIGHT JOINT(MIN. MTG.PTS. 1,2%3 " 1,2�3&"4 ' 1,2,*3,4&5' � 'I,2,3,4�5&8 " � DESIGN ALL TYPE(3)LOWER SHAFTS FOR A=60-A D MOUNTING HEIGHT OF 45'. OVERLAP NOT LESS SPAN BASE SECTION END SECTION f-10 UNC-3"A325(TYP.) THAN 2.5 FT). LENGTH LENGTH PROVIDE ANCHOR BOLTS CONFORMING TO ASTM F1554 OR EQUAL.GALVANIZE AND THREAD THE TOP END(12"MIN.). 55' 12.60' 45.00' T} t"-71 UNC-2J"A325(TVP.) CALL OUT WELDING PROCEDURES,SYMBOLS,BASE METAL SPECIFICATIONS AND GRADES PRIOR TO 80' 72.60' So.oa FABRICATION OR APPROVAL. REMOVABLE 7, GALVANIZE POLE SHAFTS,ARMS,AND ACCESSORIES PER 15, PEDESTRIAN CAP �- 45?TVP.) ASTM A123.GALVANIZE HARDWARE PER ASTM A153. 7 PUSH BUTTON 141. 2"SCHEDULE 40 A53 PIPE (BREAK SHARP EDGES FOR WHEN SPECIFIED WIRE PROTECTION) J"THREADED SCHEDULE 40 A PIPE(BREAK SHARP EDGES 2"SCHEDULE 40A PIPE O FOR WIRE PROTECTION) (BREAK SHARP EDGES FOR WIRE PROTECTION) 7" 0 2"SCHEDULE 40 A53 PIPE "2 1. 2'0"MIN. O(TYP') BREAK SHARP EDGES FOR LUMINAIRE ( SIGNAL MAST ARM FILLER 34^ � WELD HOOK TO POLE WIRE PROTECTION) MATERIAL MAST ARM SHAFT FOR SUPPORT LUMINAIRE ARM ANCHOR BOLT 0 a OF WIRE CLAMP 3 1,4,5 8 8 MIN.11 GAUGE 2"BEVEL PROTRUSION _ _ _ FACE OF CURB 5"C 7r PLATE TOP, UPPER 1r SCHEDULE 40 A53 PIPE + 7 J"PLATE BOTTOM AND SIDES SHAFT (BREAK SHARP EDGES FOR WIRE PROTECTION) �. �. UPPER SHAFT 1"PLATE 2^ MIN.11 GAUGE Z 6" LUMINAIRE ARM CONNECTION FOR 1,2,3,4,+5&6 FOR 7 s 4"x6r NOTE-SUPPLY REMOVABLE METAL COUPLING DETAIL HANDHOLE CAPS WITH EACH COUPLING COPPER GROUNDING AND COVER EXCEPT FOR 8*9&*10. (NOT APPLICABLE TO 8,9&16) NOTE-O LUMINAIRE ARM AND SIGNAL STRAP BETWEEN CLASS ARM ARE IN THE SAME -I- VERTICAL PLANE,ON THE ANCHOR BOLT, CONCRETE OL SAME SIDE OF THE POLE. CONDUIT AND BARE FOUNDATION OLOWER SHAFT WRENO.6 GROUND F 12'6" OA PLATE TOP, 1 2'6" 12' A36 PLATE O I I BOTTOM AND SIDES REMOVABLE CAP 2 72 6" -III 35',40'&46 UPPER SHAFT MOUNTING 3„ J"PLATE OJ HEIGHT T yY 8 OF p8 REBAR A36 PLATE T 5 '3 4 2'611'6" &LONG(TYP.) O SIGNAL ARM CONNECTION ' S EQUALLY SPACED 8 SIGNAL ARM LOWER SHAFT 13"SQ. MIN.7 GAUGE MIN.7 GAUGE ARROW TO BE LEFT OR RIGHT, p,SAP a OR BOTH AS REQUIRED. ^ram 5"x 7f ALUMINUM ,W, 8 IS ELEVATION AT BOTTOM OF TRAF. OOF#4 15^ LOWER SHAFT SIGN,BLACK LETTERS SIGNAL HEADS(FIELD MOUNTED) REBAR HOOPS SPACED ON WHITE BACKGROUND. EQUALLY AT ABOUT m ffi 45 YTYP.) HANDHOLE BACK OF CASTING SHAPED TO 1'0"CENTERS NUT HOLDER AND COVER IT CURVATURE OF POLE. 'IGN9 IS ELEVATION AT BOTTOM OF PED. r SIGNAL HEADS(FIELD MOUNTED) 19'0"FOR GROUNDING U MIN. CLEARANCE 10 IS ELEVATION AT BOTTOM OF USE GRADE 80 REINFORCING STEEL » A36 PLATE NOTE-A HANDHOLE DETAIL CONTROLLER CABINET(BAND MOUNTED)AND A NUT TYPICAL FOUNDATION PROVIDE A REMOVABLE DETAIL ARE HOLDER TYPICAL 98" PEDESTRIAN PUSH BUTTON SIGN COVER PLATE WITH 3"THREADED SCHEDULE 40 A53 PIPE, 1010" EACH POLE SHAFT. PROJECTING FROM SHAFT WITH REMOVABLE CAP.BREAK SHARP EDGES TO" f PLATE CURB FOR WIRE PROTECTION. NOTE-COVER PLATE DETAIL I 4'0" TERMINAL IS REQUIRED. LOWER SHAFT COMPARTMENT 2A&3A STANDARDS POLE r6" TYPE 2A&3A SIGNAL STANDARDS, � 45(TYP.) © SHAFT FOUNDATION DETAILS,AND SHAFT TO SHAFT - O TYPICAL SIGNAL MOUNTINGS SLOT=ANCHOR BOLT+,"(TYP.) / SIGNAL NO SCALE MOUNTING PLATES DETAIL �� REVISED 26-MAY-2007 A36 PLATE BASE DETAIL TYPICAL ORIENTATION FOR PIPE BRACKET MOUNTED SIGNALS TYPE 2A TYPE 3A RECORD SET 12/11/15 VERIFY SCALE! REVISIONS DESIGN ENGINEER:JEREMY T.HERRING I P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY THIS RECORD DRAWING HAS BEEN DSGN.BY:JTH 2947.011 REDUCED.LINE BELOW MORRISON 3011 Palmer St. PREPARED,IN PART,BY BOZEMAN#1 TOWN PUMP CONVENIENCE STORE Engineers Missoula,MT 59808 INFORMATION PROVIDED BY SHEET NUMBER MEASURES ONE INCH ON OTHERS.THE ENGINEER H4S NOT APPR.BY:... ORIGINAL DRAWING. SUNeyOIS VERIFIED THE ACCURACY AND I OR BOZEMAN MONTANA - TIL` SCienNSfs COMPLETENESS OF THIS DATE:4/2014 AIERLE INC. INFORMATINOT BE LINSTANCES DRAWING NUMBER Planners Phone:(406)5424801 THATAND HALL NOT RESPONSIBLE D.C.REVIEW Fax:(406 542-4801 FOR ANY EBE INCOROMISSIONS BY:TBM TRAFFIC SIGNAL STANDARDS&TYPICAL DETAILS MODIFY SCALE ACCORDINGLY! An Employee-OHmed Company ) THAT INCORPORATED AS C3.4 3•/� A RESULT OF INFORMATION G•� M:129471011-BOZEMAN#1IACAMRECORD1C3.4-OT_TRAFFIC STANDARDS&DETAILE.DWGPLOTTED BV:JEREMY HERRINGON 1-115/20% COPYRIGHTOMORRISON-MAIERLE,ING,2016 PROVIDED BY OTHERS. DATE:9/4/13 S-1 120/240 VOLT SERVICE AWG NO.6 MAIN DISCONNECT 200 AMP SERVICE RATED CIRCUIT BREAKER 200 AMP METER 20 AMP,2 POLE, MAIN SINGLE THROW AWG NO. 10 CIRCUIT BREAKER 8 IN POLE BASE 60 AMP,1 POLE, (TYP) SINGLE THROW PHOTO-ELECTRIC 20 LIGHTNING ARRESTOR — CONTROL 1 1 I 2 s 7 2 5 20 - AWG NO.14 2 BARE AWG NO.6 — c— GROUND ROD AWG NO. 6 AUTO-OFF-MANUAL (TyP) N.E.M.A.TYPE 3R \ SWITCH CV CABINET AWG NO 10 (GROUND) f 20 AMP CONTACTOR 2 POLE,SINGLE THROW 2 2 3 AWG NO.6 PULL BOX 8A CONTROLLER AWG NO.8 (TYP) AWG NO.6 0 20 (120 V) 6 20 (120 V) TO LUMINAIRES 5 (120 V) 20 (NEUTRAL) TO SIGNAL (GROUND) CONTROLLER AWG N0. 8 AWG N0.10 GROUND LUG (TYP) TO GROUND LUG IN POLE BASE 5 OF EACH POLE (TYP) D (:: SIG / LUM SERVICE WIRING DIAGRAM POLE BASE (TYP) RECORD SET 12/11/15 VERIFY SCALE! REVISIONS DESIGN ENGINEER:JEREMY T.HERRING P.E.NO.:14780 DATE:12/11/15 RECORD DRAWING NOTE DRAWN BY:MDH/CRH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY THIS RECORD DRAWING HAS BEEN DSGN.BY:JTH 2947.011 REDUCED.LINE BELOW MORRISON Missoula, Palmer 598 PREPARED.WOODED BOZEMAN#1 TOWN PUMP CONVENIENCE STORE Engineers Missoula,MT 59808 INFORMATI ENGINEER NA BY SHEET NUMBER MEASURESONEINCH ON I-. OTHERS.THE ENGINEER H4S NOT APPR.BY:... ORIGINAL DRAWING. IUl SU..Y rs VERIFIEDTHEACCURACYANDIOR BOZEMAN MONTANA — �IL` SCienNSfs COMPLETENESS OFTHIS DATE:4/2014 MAIERLE INC. INFORMATINOT BE LINSTANCES DRAWING NUMBER Planners Phone:(406)5424801 AND SHALL NOT RESPONSIBLE D.C.REVIEW Fax:406 542-4801 FOR ANY ERROftS OR OMISSIONS MODIFY SCALE AC CORDINGLV! THAT MAY BE INCORFORATEOAS BY:TBM TRAFFIC SIGNAL WIRING DIAGRAM C3.S An Employee-OHmed Company A RESULT OF INFORMATION M:129071011_aoZEMAN.1 IACAD\RECORD1C3.5-UT_TRAFFIC WIRING DIAGRAM.DWG PLOTTED BV:JEREMY HERRING ON JarW15/2016 COPYRIGHTOMORRISON-MAIERLE,ING,2016 PROVIDED BY OTHERS. DATE:9/4/13