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HomeMy WebLinkAbout004 C0.1 605 E Bryant - GENL CIVIL NOTES _ NOTES: LEGEND AC ASBESTOS CEMENT • ram, '�� r� .7 - • FOUND MONUMENT AS NOTED 1. STATE AND LOCAL ACCESSIBILITY REQUIREMENTS HAVE BEEN ACKNOWLEDGED IN THE AESI ALLIED ENGINEERING SERVICES, INC. FOLLOWING PLANS. A REQUIRED ACCESSIBLE ROUTE IS PROVIDED FROM THE O SET MONUMENT _ _ •� -- 1 � K. - INDICATED PARKING STALLS TO THE MAIN ENTRANCE OF THE PROPOSED BUILDING. 0 CONTROL POINT BLDG BUILDING �;Y•',— 1 ` BM BENCHMARK �- - 2. ALL CONSTRUCTION WILL CONFORM TO THE MONTANA PUBLIC WORKS STANDARD BENCHMARK BOG BACK OF GRATE (GUTTER) SPECIFICATIONS (MPWSS), SEVENTH EDITION, AND THE CITY OF BOZEMAN (COB) O SEWER MANHOLE en r - MODIFICATIONS TO MPWSS (JULY 2017). CL CENTERLINE •-� ; rod �• ® SEWER CLEANOUT CM CENTER OF MANHOLE `� �, •� '� 3. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER WATER VALVE CMP CORRUGATED METAL PIPE GRIFFIN DR. SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. CO CLEAN OUT FIRE HYDRANT - mow• COB CITY OF BOZEMAN - 4. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24 HOURS ® CURB STOP CONC CONCRETE ' 1 PRIOR TO BEGINNING ANY WORK. BLOW OFF VALVE CU COPPER ® lowl � 5. CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. ® WATER WELL CY CUBIC YARD • - - 4 DI DUCTILE IRON 6. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES STREET SIGN DIA DIAMETER F BY NOTIFYING ONE CALL AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING BOLLARD DWG DRAWING A �: ' f CONSTRUCTION. y� • ( LIGHT POLE E EAST _ h r - 7. THE CITY OF BOZEMAN WATER DEPARTMENT WILL PERFORM TAPS ON THE EXISTING •n, POWER POLE EA EACH r 1 t' _ WATER MAIN. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND EG EXISTING GRADE COORDINATING WITH THE WATER DEPARTMENT. THE CONTRACTOR WILL BE CHARGED GUY ANCHOR ELEV ELEVATION III - A FEE FOR EACH TAP MADE BY THE WATER DEPARTMENT. ALL TAPS ON EXISTING ELECTRICAL PEDESTAL EOP EDGE OF PAVEMENT WATER MAINS REQUIRE TAPPING SADDLES AND CORPORATION STOPS TO BE EXT'G EXISTING SUPPLIED AND INSTALLED BY THE CONTRACTOR PRIOR TO TAPPING OF THE MAIN © ELECTRICAL METER '�- —— — BY THE WATER DEPARTMENT. TELEPHONE PEDESTAL FD FLOOR DRAIN < f - R © FDN FOUNDATION GAS METER 8. AFTER FINISHING AND BROOMING, STAMP A MARK INTO THE CONCRETE TO MARK D FETS FLARED END TERMINAL SECTION — - _ THE LOCATION OF THE SANITARY SEWER CLEANOUT AND THE WATER VALVE GAS VALVE FG FINISHED GRADE •: •• —J /e LOCATIONS. THE MARK SHALL BE EITHER A "W" FOR WATER OR AN "S" FOR SEWER. FHYD FIRE HYDRANT TEST PIT - �-- ►� S __. _ THE MARK SHALL BE 3" TALL AND STAMPED A MINIMUM OF INTO THE FACE OF FL FLANGE �_ r y" THE CURB. TREE CONIFER (SIZE AS NOTED) FLR FLOOR FT FEET 7- -Lip - r 9. THE VERTICAL DATUM IS NAVD 88. TREE DECIDUOUS (SIZE AS NOTED) FTC FOOTING ( f PROJECT SIT - STORM INLET/MANHOLE ' �• , r- 10. ALL DIMENSIONS SHOWN ARE IN DECIMAL FEET. GPM GALLONS PER MINUTE > _ 605 E BRYANT STREET GV GATE VALVE a � ♦ t t f -'� � � 11. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL E. �,,fir' ,(,� �. ? R �a� NECESSARY PROJECT SITE ACCESS CONTROL DURING THE COURSE OF THE PROJECT. HOPE HIGH DENSITY POLYETHYLENE ^!• . o -- 4772.5 INDEX CONTOUR - FG (2.5' INTERVAL) HORZ HORIZONTAL r r 12. THE CONTRACTOR WILL BE REQUIRED TO MAINTAIN A CLEAN JOB SITE. HE HORSEPOWER � -13. THE CONTRACTOR WILL BE RESPONSIBLE FOR RESTORING THE GROUND SURFACE TO 4770.5 CONTOUR MINOR FG (0.5' INTERVAL) HWY HIGHWAY 4770— INDEX CONTOUR - EG (5' INTERVAL) r•--••� •- •BRYANT ST. APRE-PROJECT DISTURBANCE LEVEL INCLUDING BUT NOT LIMITED TO RESTORING IE INVERT ELEVATION • w_^� VEGETATION, GROUND COVER, AND STREET AND SIDEWALK RESTORATION AND 4771 CONTOUR MINOR - EG (1' INTERVAL) IN INCH .� REPAIR. -________ INV INVERT w EASEMENT & SETBACK LINE • •r - r -- ;-' •• ¢ 14. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING CONSTRUCTION BOUNDARY/ LOT LINE LF LINEAR FEET SAFETY AND SANITATION FACILITIES. LT LEFT �� P►.,- o, - ROAD CENTERLINE ••� �• 0. TOP BACK OF CURB MAT'L MATERIAL 44 , METH MECHANICAL .t EDGE OF CONCRETE MFR MANUFACTURER .S� _ l i MH MANHOLE EDGE OF PAVEMENT MIN MINIMUM • , EDGE OF BUIDLING MJ MECHANICAL JOINT MPW MONTANA PUBLIC WORKS X X FENCE - EXISTING MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS _ GHP OVERHEAD POWER - EXISTING MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES • • —G—G— UTILITY GAS - EXISTING N NORTH t �', ••' - NIC NOT IN CONTRACT TEL UTILITY PHONE - EXISTING r —E—E— UTILITY ELECTRIC - EXISTING PC POINT OF CURVATURE L, �•.'• OHP PE PLAIN END OVERHEAD POWER - PROPOSED PI POINT OF INTERSECTION +.- , T F •¢ � _ P PL PROPERTY LINE OVERHEAD TELEPHONE - PROPOSED gc, PROP PROPERTY c UNDERGROUND GAS - PROPOSED PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE APPROX. 40 YARD ROLL OFF UNDERGROUND TELEPHONE - PROPOSED PT POINT OF TANGENCY •• __ - � '�+ DUMPSTER PROVIDE FENCE E UNDERGROUND ELECTRIC - PROPOSED PVC POLYVINYL CHLORIDE • _ - ENCLOSURE AS-NEEDED. SEE S SEWER MAIN - PROPOSED PRV PRESSURE REDUCING VALVE '• ��• _ 6/C24 _�_ �� rt • s SEWER MAIN - EXISTING Q FLOW SEWER SERVICE - PROPOSED R RADIUS RCP REINFORCED CONCRETE PIPE lit SEWER SERVICE - EXISTING RDCR REDUCER W WATER MAIN - PROPOSED ROW RIGHT OF WAY ••� ',r T RIGHT R ENT PROJECT REPRESENTATIVE w WATER MAIN - EXISTING R !k ' - - - - - WATER SERVICE - PROPOSED S SOUTH T i /,� - - - - - WATER SERVICE - EXISTING SCH SCHEDULE SO STORM DRAIN 0. ^r: 4, So STORM LINE - EXISTING SECT SECTION - I SD STORM DRAIN - PROPOSED SS SANITARY SEWER 0 50 100 150 --------- STA STATION ✓ � CULVERT STD STANDARD o a DITCH/WATERCOURSE CENTERLINE SCALE (FEET) TBM TEMPORARY BENCHMARK TBC TOP BACK OF CURB AN TDH TOTAL DYNAMIC HEADCONS°]c]E�� CTION ROUTEMAP TEMP TEMPERATURE SPOILS STORAGE SHOULD GENERALLY BE LIMITED IF ON-SITE TP TEST PIT _ 0 250 500 750 SPACE IS UTILIZED. IF SPOILS ARE KEPT ON SITE, ENSURE ALL TW TOP OF WALL _ MATERIAL IS KEPT CONTAINED. LIMIT DURATIONS AS BEST AS IS TYP TYPICAL }�� FEASIBLE. SPOILS KEPT ON SITE TO GENERALLY LIMITED TO 4 TO UBC UNIFORM BUILDING CODE SCALE (FEET) Ad v 8 WEEKS. TO BE COORDINATED DURING CONSTRUCTION. UPC UNIFORM PLUMBING CODE UG UNDERGROUND VERT VERTICAL W WEST W/ WITH W/0 WITHOUT NO. REVISIONS DRAWN BY DATE ..14 A)y� PROJECT #: 22-074 SHEET 1 ADDED CONST. DUMPSTER INFO RSR 8 30 2023 */ RANIERI SI°][°']E PLAAQ! 32 DISCOVERY DRIVE � DATE: 06/28/2023 �®o� 2 DUMPSTER DETAIL REF.; SPOILS RSR 0 13 2023 �•f RORYSCOTT ` Civil Engineering BOZEMAN,MT 59718 "oM j GENERAL NOTES & LEGEND PHONE(406)582-0221 Geotechnical Engineering FAX(406)582-5770 AL \`� .;?v;: 9 y Land Surveying Al�N lH PROJECT ENGINEER: RSR DRAWN BY: MCG o —allieden ineerin.com SERVI8�.1NC. R.ANIIEIR.II SITE PLAN .... 605 E]ERYANT STREET BOZEMAN,MONTANA 41 DESIGNED BY: MCG REVIEWED BY: RSR t'`•...ONA� D 9 °" °" GENERAL NOTES&LEGEND