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HomeMy WebLinkAbout002 - C0.2 - Notes LEGEND SPECIFICATIONS&NOTES: AESI ALLIED ENGINEERING SERVICES, INC. 4690 INDEX CONTOUR - FG (5' INTERVAL) S SEWER MAIN - EXISTING POWER POLE - EXISTING BLDG BUILDING 1. ALL CONSTRUCTION WILL CONFORM TO THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), SEVENTH BM BENCHMARK 4691 CONTOUR MINOR - FG (1' INTERVAL) QS SANITARY SEWER MANHOLE - EXISTING 0 ELECTRICAL PEDESTAL - EXISTING EDITION, AND THE CITY OF BOZEMAN (COB) MODIFICATIONS TO MPWSS AND THE PROJECT SPECIFICATIONS. BNSF BURLINGTON NORTHERN SANTA RE RAILWAY 4705- INDEX CONTOUR - EG (5' INTERVAL) w WATER MAIN - EXISTING © TELEPHONE PEDESTAL - EXISTING BP BEGINNING POINT 2. ALL RAILROAD RELATED CONSTRUCTION WILL CONFORM TO BNSF STANDARDS. BVC BEGIN VERTICAL CURVE -----7704 CONTOUR MINOR - EG (1' INTERVAL) WATER SERVICE - EXISTING o- GUY ANCHOR - EXISTING OHP OVERHEAD POWER - EXISTING FIRE HYDRANT - EXISTING v SIGN - EXISTING 3. CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. CONTRACTOR MUST NOTIFY CL, CL CENTERLINE ENGINEER IF EXISTING CONNECTION LOCATIONS AND ELEVATIONS ARE DIFFERENT THAN THOSE SHOWN ON THE CMP CORRUGATED METAL PIPE G G UTILITY GAS - EXISTING pd WATER VALVE - EXISTING ® WELL - EXISTING PLANS. COB CITY OF BOZEMAN OIL OIL PIPELINE - EXISTING CULVERT - EXISTING ® MONITOR WELL - EXISTING CONC CONCRETE 4. CONSTRUCTION INSPECTION AND TESTING MUST BE PERFORMED BY A PROFESSIONAL ENGINEER LICENSED IN THE Cu COPPER TEL UTILITY PHONE - EXISTING --------- EASEMENT LINE • FOUND MONUMENT AS NOTED STATE OF MONTANA. THE ENGINEER SHALL BE NOTIFIED AT LEAST TWO DAYS PRIOR TO ANY WORK COMMENCING. CY CUBIC YARD E E UTILITY ELECTRIC - EXISTING BOUNDARY/LOT LINE O SET MONUMENT THE CONTRACTOR AND THE ENGINEER WILL NEED TO COMMUNICATE DAILY SUCH THAT ALL CONSTRUCTION F F UTILITY FIBER - EXISTING WETLAND BOUNDARY CONTROL POINT INSPECTION AND TESTING REQUIREMENTS CAN BE COORDINATED. INSPECTION AND TESTING SHALL MEET MPWSS, DI DUCTILE IRON MDEQ, AND COB REQUIREMENTS. DIA DIAMETER DWG DRAWING BASIS OF BEARING,COORDINATES 5. THE CONTRACTOR IS REQUIRED TO CALL THE NATIONAL ONE CALL NUMBER FOR UTILITY LOCATES. NOT ALL BEARINGS SHOWN ARE MONTANA STATE PLANE GRID. EXISTING UTILITIES MAY BE SHOWN ON THE PLANS AND/OR THE DEPICTED LOCATIONS MAY NOT REPRESENT ACTUAL E EAST DISTANCES ARE GROUND DISTANCES IN INTERNATIONAL FEET. FIELD CONDITIONS. THEREFORE, THE CONTRACTOR SHALL ONLY USE THE UTILITY INFORMATION THAT IS SHOWN ON EA EACH MONTANA COORDINATE SYSTEM HAD a3 THE PLANS AS A GENERAL GUIDELINE AND MUST NOT DEPEND ON ITS ACCURACY. PRIOR TO PERFORMING ANY EG EXISTING GRADE HORIZONTAL DATUM: BOZEMAN CONTINUOUSLY OPERATING REFERENCE STATION EXCAVATION, A UTILITY REQUEST SHALL BE MADE AND ALL UTILITIES SHALL BE MARKED BY THE UTILITY LOCATING ELEV, EL ELEVATION ."s PID DESIGNATION COMPANY. THE CONTRACTOR IS RESPONSIBLE FOR GIVING THIS NOTICE BY CALLING (800) 424-5555 (OR CALL FOR EDGE OF PAVEMENT DK7547 MTSU BOZEMAN COPS ARP 811) AT LEAST 2 BUSINESS DAYS PRIOR TO ANY EXCAVATION. UNDERGROUND UTILITIES MUST BE FLAGGED OFF EVC END VERTICAL CURVE - BEFORE ANY EXCAVATION CAN BEGIN. THE ENGINEER HAS NOT PHYSICALLY LOCATED OR FIELD VERIFIED ANY OF EX EXISTING NRHMONTANA STATE PLANE NAD 83(2011)(EPOCH: 2010.0000) THE UNDERGROUND UTILITY LOCATIONS AND THEREFORE IS NOT RESPONSIBLE FOR THE ACCURACY OR NORTH LATITUDE 11'02'40.37689" WEST LONGITUDE nt FEET.00898" COMPLETENESS OF THE PLAN INFORMATION. FDN FOUNDATION � UNITS: INTERNATIONAL FEET FETS FLARED END TERMINAL SECTION convergence angle: -01'07'49" 6. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW FACILITIES CROSS FG FINISHED GRADE DATUM NOTE: ELEVATIONS BASED ON NAVD 88 VERTICAL DATUM OR CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH FHE FLOOD HAZARD EVALUATION AHEAD OF CONSTRUCTION TO MAKE NECESSARY MODIFICATIONS WITHOUT DELAYING THE WORK. ALL UTILITY FHYD FIRE HYDRANT CROSSINGS SHALL BE POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO FL FLANGE PREVENT GRADE OR ALIGNMENT CONFLICTS. FTR FLOOR ET \ \ t p 7. ALL ELEVATIONS SHOWN ARE IN DECIMAL FEET. MOST DIMENSIONS ARE SHOWN IN DECIMAL FEET AND OCCASIONALLY FTG FOOTING - SHOWN IN DECIMAL INCHES. GPM GALLONS PER MINUTE / GV GATE VALVE 8. CONTRACTOR SHALL PROVIDE WATER AND OTHER MEASURES AS NECESSARY TO CONTROL DUST TO AN EXTENT ACCEPTABLE TO THE UNDERLYING PROPERTY OWNERS. 2` HERE HIGH DENSITY POLYETHYLENE 9. IN ACCORDANCE WITH THE COB DESIGN STANDARDS AND SPECIFICATIONS POLICY, A PRE-CONSTRUCTION MEETING H HORIZONTAL SHALL BE SCHEDULED BY THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION. THE CITY OF BOZEMAN, HWY HIGHWAY \�\�\•,_.__, CONTRACTOR, ENGINEER, AND OTHER AFFECTED UTILITIES OR GOVERNMENT AGENCIES (IF APPLICABLE) SHALL BE IE INVERT ELEVATION i. PRESENT. IN INCH \�I - 10. ALL CONSTRUCTION MATERIALS THAT ARE INSTALLED ON THIS PROJECT MUST BE NEW. INV INVERT \ V' LF LINEAR FEET 11. SHOP/FABRICATION DRAWINGS WILL BE REQUIRED FOR ALL INSTALLED CONSTRUCTION MATERIALS. THEY MUST BE LT LEFT SUBMITTED BY THE CONTRACTOR TO THE ENGINEER PER THE PROCEDURES SET FORTH IN SPECIFICATIONS FOR REVIEW PRIOR TO THE PRE-CONSTRUCTION MEETING. MATT MATERIAL CITY OF BOZEMAN INFRASTRUCTURE 1" MECH MECHANICAL 1,1 ACCESS ROUTE VIA 12-FT WIDE 12. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL NECESSARY PROJECT SITE ACCESS 1l TRACT 2-B MFR MANUFACTURER ALL-WEATHER GRAVEL ROAD- CONTROL DURING THE COURSE OF THE PROJECT. acres (I � MH MANHOLE PROJECT SITE E(I 400' WIDE 13 THE CONTRACTOR WILL BE REQUIRED TO MAINTAIN A CLEAN JOB SITE MID MID POINT MIN MINIMUM RAILROAD TRACT I-B \ )t I MJ MECHANICAL JOINT RIGI IT-OF-WAY 14. THE CONTRACTOR WILL BE RESPONSIBLE FOR RESTORING THE GROUND SURFACE TO APRE-PROJECT DISTURBANCE ' ( I III LEVEL INCLUDING BUT NOT LIMITED TO RESTORING VEGETATION, GROUND COVER, AND STREET AND SIDEWALK MPW MONTANA PUBLIC WORKS 52.82 acres I' �I MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS RESTORATION AND REPAIR. MRL MONTANA RAIL LINK MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 15. REFER TO SPECIAL PROVISIONS FOR PERMITTING REQUIREMENTS. 1 16. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING CONSTRUCTION SAFETY AND SANITATION NTS NORTTO SCALE- �J / / )( FACILITIES. 60' WIDE ROAD EASEMENT OFF OFFSET TRACT 4-B (RED WING DRIVE) 17. THE CONTRACTOR SHALL PROVIDE A SET OF AS-BUILT DRAWINGS TO THE RPR PRIOR TO THE FINAL ACCEPTANCE. OHP OVERHEAD POWER TRACT2 \'�� TRACT 3-L' ' 9.49 acres ABANDONED WITHIN 20.WARNING: HIGH PRESSURE PIPELINE(S): NO EXCAVATION OR CONSTRUCTION IN THIS AREA WITHOUT ONE-CALL AND 8.39 acres / RAILROAD RIGHT-OF-WAY PC POINT OF CURVATURE COS 1723 � 1 � �" � WITHOUT CONTACTING PHILLIPS 66 PIPELINE LLC (P66PL) AT (406) 587-7060 AND (406) 224-8941. PI POINT OF INTERSECTION t" 20.1. WORK WITHIN 25-FT OF PIPELINE SHALL NOT COMMENCE WITHOUT CONTACTING ENTITIES LISTED ABOVE.)� PL PROPERTY LINE 20.2. HEAVY-WHEELED EQUIPMENT OVER 10,000 LBS OR TRACKED EQUIPMENT OVER 60,000 LBS WORKING NEAR THE PROP PROPERTY PIPELINE SHALL NOT BE ALLOWED TO OPERATE DIRECTLY OVER THE PIPELINE OR IN THE ROW UNLESS WRITTEN PSI POUNDS PER SQUARE INCH APPROVAL IS OBTAINED FROM PERMITTOR. PSIG POUNDS PER SQUARE INCH GAUGE 20.3. MAINTAIN MINIMUM 48-INCH COVER AT ALL ROAD CROSSINGS. PT POINT OF TANGENCY '20.4. COVER OVER THE PIPELINE MAY NOT EXCEED 6-FT WITHOUT PERMITTORS PRIOR WRITTEN APPROVAL. � -- PVC POLYVINYL CHLORIDE 20.5. PERMITTEE SHALL REMOVE CUTTING TEETH FROM EXCAVATION BUCKET WHEN WITHIN 10-FT OF PIPELINE. PRIMARY SITE ACCESS I I� ?e S`cCT/p 20.6. REFER TO ENCROACHMENT AGREEMENT WITH PHILLIPS 66 PIPELINE LLC FOR MORE DETAILS, REQUIREMENTS, AND o * ALONG-WHEAT DRIVE �� Fp pO'qA OF C SETBACKS. Q FLOW pp@ -E-kpp�R'�€ R RADIUS RURCP REINFORCD R� ROW RICH C OFE WAYNCRETE PIPE C O L TI'\I NA ST.• RRR RAIL ROAD /O RESIDENT PROJECT REPRESENTATIVE 'IVA\ II� �II� --Y--'� . RT RIGHT AESI STANDARD BORDER ]FORMAT SCH SOUTHSCHED LE _ SO STORM DRAIN VA1 0 _III III • "� SECT SECTION SECONDARY ACCESS.ROUTE SS SANITARY SEWER DRAWING Ell EPAIH LEASE T FOLLOWING ABANDONED SSMH SANITARY SEWER MAN HOLE I SEMENS ;. T EASO�6 W RED WING DRIVE PROJECT NAME STA STATION TRA SHEET DESCRIPTION STD STANDARD TBM TEMPORARY BENCHMARK TBC TOP BACK OF CURB TOR TOP OF RAIL TP T T 1 TW TOP OF WALL TYP TYPICAL 'Y. LL,'ll\�� -T- � Ir _ UBC UNIFORM BUILDING CODE I� III I{I}� �,Y DISCIPLINE LETTER & N0. UPC UNIFORM PLUMBING CODE SE I I' ®�A�I®i�l AE PROTECT g+ to-167 SHEET UG UNDERGROUND LEpNENT I I_I � N - n DATE: oa/os/ts ___[--SHEET N0. WITHIN DISCIPLINE VERT VERTICAL pSE 3 - I If 0 250 500 750 !/- xx ETRAp1 9 � t�F,J t N co-covER.Owc W WEST SCALE (FEET) PROJECT-NAME W/ WITH 'I SHEET-DESCRIPTION W/0 WITHOUT NO. REVISIONS DRAWN BY DATE M`pN�4N9 PROJECT #: 14-167 SHEET BOZEMANB® �C'a1�1LL�1�' T R1- X - TRACK C RAIL EXTENSION 32 DISCOVERY DRIVE DATE: 07/07/2025 ERIC JAMES BOZEMAN,MT 59718 CIVIi Engineering FOSS PROJECT NOTES & GENE]f AL IN]F®]f�1� ATION PHONE(406)582-0221 GeOtechnicai Engineering ALLIED COVER C0a2 N 91815 RE FAX(406)582-5770 o" PROJECT ENGINEER: RSR DRAWN BY: EJF q` www.alliedengineering.com Land Surveying ENGINEERING Fss`'`E ]EOZE�IAI�I I�IOI�TTAI�A srewcrs Imm yo BOZEMAN TRAX DESIGNED BY: RSR, EJF REVIEWED BY: RSR qVA ' NOTES&GEN.INFORMATION