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Home My WebLink AboutC0.1 - CIVIL SPECIFICATIONS STAH LY LEGEND �9sfoclaT�S`��' EXISTING PROPOSED EXISTING PROPOSED STAHLY PROPERTY LINE STORM DRAINAGE SWALE < < ENGINEERING CONTOURS (0.5 FT. INTERVALS) 4SHO 4944 SPOT ELEVATIONS (FG) N/A TBC 4937.55 & ASSOCIATES PROFESSIONAL BENCHMARK DRAINAGE FLOW DIRECTION ENGINEERS& PHASE DELINIATION —————————— GRADE BREAK SURVEYORS www.seaeng.com CONCRETE CURB AND GUTTER SIDEWALK CHASE 404 W. BROADWAY qq LEWISTOWN, MT 59457 WATER LINE W �W� STORMWATER DETENTION BASIN S Pa.—(406)535-8594 Wv WATER VALVE/CURB STOP X N RETAINING WALL <30" HEIGHT 3530 CENTENNIAL DR. 59601 FIRE HYDRANT ARCH. JOINTED CONCRETE ® HELE(0)MT 8594 Phone: (46 44 2-855 yva Pax:(aos)aa2—sss7 BLOW—OFF SIGN 851 BRIDGER DRAN, MT . STE. 1 BOZE9715 SANITARY SEWER LINE ss S� OVERHEAD ELECTRIC ❑HE Phan M(406)522-9526 Fax:((406)52-9528 SANITARY SEWER MANHOLE Os O UGE SANITARY SEWER CLEANOUT p O POWER POLE `O ISSUE/REVISION STORM DRAIN -SD- A- GUY WIRE No.I DATE BY STORM DRAINAGE MANHOLE QD O ELECTRIC PEDESTAL/BOX ❑f 1 1 9-12-16 CDP STORM CURB INLET ® ® LIGHT STANDARD E0 DO DESCRIPTION STORM CATCH BASIN O NATURAL GAS LINE GAS — SD PLANS UNDERGROUND COMMUNICATION UGC — No. DATE BY COMMUNICATION PEDESTAL ❑T 2 10-4-16 CDP DESCRIPTION SITE PLAN SUBMITTAL No. DATE BY 3 DESCRIPTION E No. DATE BY 4 GENERAL CIVIL NOTES SURVEY NOTES GENERAL UTILITY NOTES WATER SYSTEM NOTES DESCRIPTION 1) CIVIL SITE IMPROVEMENTS SHALL BE CONSTRUCTED IN 6) CONTRACTOR SHALL PROVIDE A (2) TWO—YEAR WARRANTY 1) THE PROJECT SURVEY IS ON A LOCAL DATUM, NAVD 88 1) WATER, FIRE, AND SEWER SERVICE IS TO BE MAINTAINED 1) ANY WET TAP TO EXISTING WATER MAINS SHALL BE MADE ACCORDANCE WITH OVEM NA PUBLIC WORKS STANDARD TO THE CITY OF B ZEM HALL FOR ALL PUBLIC INFRASTRUCTURE. WITH ELEVATION BENCHMARK OF 4953.18 ON ARROW BOLT OF FOR EXISTING USERS IN THE PROJECT VICINITY. NOTIFY USERS BY THE CITY OF BOZEMAN WATER DEPARTMENT. TAPPING TEES HYDRANT LOCATED ON THE SOUTH SIDE OF THE EXISTING IF ANY TEMPORARY SHUTDOWN IS REQUIRED. IF SHUTDOWNS AND VALVES SHALL BE FURNISHED AND INSTALLED BY THE No.I DATE Bij Y SPECIFICATIONS (MPWSS) 6th EDITION, AND CITY OF BOZEMAN WARRANTY PERIOD BEGINS UPON ACCEPTANCE OF ASPHALT PARKING LOT SOUTH OF BUILDING E. ELEVATION EXCEED 4 HOURS PROVIDE TEMPORARY SERVICE. CONTRACTOR AND THE WET TAP MADE BY THE CITY OF MODIFICATIONS TO MPWSS, 6TH EDITION, AND ANY ADDENDUMS. INFRASTRUCTURE BY THE CITY. DATUM IS APPROXIMATELY 15' ABOVE COB DATUM. BOZEMAN WATER DEPARTMENT WITH THE COST PAID BY THE 5 _ THE MPWSS GENERAL CONDITIONS, AND SUPPLEMENTARY 2) THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN CONTRACTOR. THE CONTRACTOR SHALL EXCAVATE THE DESCRIPTION CONDITIONS ARE INCORPORATED BY REFERENCE. 7) ALL OFF—SITE CONSTRUCTION SHALL BE CONDUCTED FROM 2) CONTRACTOR TO PROVIDE CONSTRUCTION STAKING PUBLIC WORKS DEPARTMENT A MINIMUM OF 48—HOURS PRIOR EXISTING MAIN AT THE LOCATION TO BE TAPPED TO CONFIRM ovi_ WITHIN EXISTING STREET EASEMENTS. SUFFICIENT TO LAYOUT WORK. STAKING OF PUBLIC STREETS TO ANY WATER OR SEWER CONNECTIONS TO THE CITY SYSTEM. THE APPROPRIATE PIPE DIMENSIONS PRIOR TO ORDERING 0 2) THE LOCATION OF EXISTING WATER LINES, SEWERS, TANKS, AND UTILITIES AND BUILDINGS TO BE UNDER THE DIRECTION OF ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF FITTINGS. THE TAPPING SLEEVE SHALL BE INSTALLED WITH THE a CULVERTS AND OTHER UTILITIES AS SHOWN ARE APPROXIMATE. 8) CONTRACTOR SHALL CONDUCT WORK IN ACCORDANCE WITH THE LICENSED SURVEYOR, AND CERTIFIED. BOZEMAN'S WATER SUPPLY SHALL BE OPERATED BY CITY OF OUTLET SET ON THE HORIZONTAL PLANE. THE TAPPING SLEEVE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF THE STORM WATER POLLUTION PREVENTION PLAN (SWEEP). BOZEMAN PERSONNEL ONLY. SHALL BE PRESSURE TESTED AND WITNESSED BY THE ENGINEER w THESE FACILITIES AS NECESSARY TO MAKE CONNECTIONS TO OR PRIOR TO TAPPING BY THE CITY. A CONCRETE THRUST BLOCK TO EXCAVATE ADJACENT TO THESE FACILITIES. THE ENGINEER 3) SITE WORK STAKING SHALL CONSIST OF GRADED OFFSETS "ppumupp�z 9) CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO TO TOP BACK OF CURB AT BEGINNINGS AND ENDS OF CURVES, 3) PIPE—LINE BEDDING TO BE TYPE 1 FROM 4" BELOW THE SHALL BE INSTALLED BEHIND THE TEE. %0 NTq N* MAY REQUIRE THE CONTRACTOR TO EXPOSE EXISTING WATER THE CITY FOR ANY STREET CLOSURES ASSOCIATED WITH THE .O 0 „N AND SEWER LINES TO ESTABLISH THE EXACT LOCATION OF GRADE BREAKS, AND 25' STATIONS ON TANGENTS. PIPE TO 6" ABOVE THE PIPE. PIPE—LINE BACKFILL SHALL BE � y,.Q PROJECT. TYPE A BELOW STREET ROW, PARKING LOTS, AND SIDEWALKS. 2) PROVIDE A MINIMUM OF 6.5' FEET OF COVER FOR ALL THESE UTILITIES. 4) WATER LINE STAKING SHALL CONSIST OF 20' GRADED TYPE B BACKFILL MAY BE USED FOR STORM DRAINS OUTSIDE WATER PIPE UNLESS SPECIFIED OTHERWISE. WHERE CORDELLD.•• 10) A GEOTECHNICAL EVALUATION HAS BEEN CONDUCTED BY OF ROADS AND PARKING LOTS. CONNECTIONS TO EXISTING PIPE HAVE DEPTHS LESS THAN 6.5' POOL .¢- 3 UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND OFFSETS AT FITTINGS, VALVES, HYDRANTS, RISERS, AND AT 50' � ;No.11645PE;w ALLIED ENGINEERING. COPIES OF THE REPORT ARE AVAILABLE PROVIDE 4" OF RIGID INSULATION OVER NEW PIPE UNTIL ARE NOT TO BE CONSIDERED COMPLETE. THE CONTRACTOR STATIONS. PROVIDE vi THABEG VERIFY THE LOCATION O ATION.OF THE BURIED UTILITIES PRIOR UPON REQUEST. 5) SEWER LINE STAKING SHALL CONSIST OF 2 GRADED MAIN AND SEWER ACTOR IMAM SEPARIATION FORBLE MAINTAINING 10 F ET HORIZONTALLY MINIMUM DEPTH IS ACHIEVED. /' ONAS 0 11) CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT EDGE TO EDGE AND 18 INCHES VERTICALLY AT CROSSINGS. 3) THRUST RESTRAINT AND PIPE BEDDING TO CONFORM WITH iiiiniiiiiii�� PROTECT ALL EXISTING UTILITY LINES DURING CONSTRUCTION. DAMAGE TO EXISTING PAVEMENT WHICH IS TO REMAIN IN PLACE. OFFSETS AT MANHOLES AND OFFSETS FOR SERVICE LINES. ALL UTILITY LINES DAMAGED DURING CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF SECTION 02221 OF MPWSS. ALL WATER VALVES TO BE SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. OTHER ANY DAMAGE TO EXISTING PAVEMENT OUTSIDE OF PROJECT 6) STORM DRAIN STAKING SHALL CONSIST OF 2 GRADED ADJACENT WATER OR SEWER MAINS TO CONFIRM SEPARATION RESTRAINED. u LIMITS SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. HAS BEEN MET. PER MPWSS NO. 02660-2. UNDERGROUND UTILITIES MAY EXIST, THE CONTRACTOR SHALL SAWCUT ALL EXISTING PAVEMENT EDGES AND TACK PRIOR TO OFFSETS AT MANHOLES, TANK, AND INLETS. 4) CONTRACTOR SHALL INSTALL ADDITIONAL FITTINGS, HAVE ALL UTILITIES MARKED BY THE UTILITY COMPANY AND/OR PLACING NEW PAVEMENT. 5) ADJUST MANHOLE AND VALVE BOX COVERS PER MPWSS BLOWOFFS, VALVES, ETC. AS MAY BE NECESSARY TO J ONE—CALL LOCATORS. CALL BEFORE YOU DIG, 7) BUILDING STAKING SHALL CONSIST OF 8 GRADED OFFSETS DRAWINGS N0. 02213-1 AND 02213-2. ADEQUATELY FLUSH, TEST, AND DISINFECT THE WATER LINES 1-800-424-5555 12) CONTRACTOR TO PERFORM MISCELLANEOUS GRADING TO FOR THE 4 EXTERIOR BUILDING GRIDLINES. AND FITTINGS. CIVIL 4) NOTIFY ENGINEER OF ANY DISCREPANCIES WITH THE PLANS PROVIDE GRADUAL TRANSITIONS BETWEEN NEW AND EXISTING SPECFICATIONS AND THE ENGINEER WILL PROVIDE A REPRESENTATIVE FOR FIELD 5) WATER LINES SHALL BE DISINFECTED ACCORDING TO MPWSS 02660 AND AWWA C651. VERIFICATION. THE ENGINEER CAN BE REACHED AT: 13) NON—SURFACED AREAS DISTURBED DURING CONSTRUCTION STAHLY ENGINEERING & ASSOCIATES INC. SHALL BE RESTORED TO ORIGINAL GRADE AND PREPARED FOR 6) WATER LINES SHALL BE PRESSURE TESTED ACCORDING TO N 851 BRIDGER DRIVE, SUITE 1 SEEDING AND SEEDED. NON—SURFACED AREAS WITHIN OR MPWSS 02660 AND AWWA C600, TEST PRESSURE TO BE 200 i BOZEMAN, MT. 59715 ADJACENT NEW GRADING SHALL BE GRADED IN ACCORDANCE WITH THE GRADING PLAN AND PREPARED FOR SEEDING AND psi OR 1.5 TIMES THE STATIC PRESSURE (WHICHEVER IS BLACK OLIVE HIGHER) AT THE HIGHEST POINT IN NEW LINES. PHONE (406) 522-9526 SEEDED. CONTRACTOR TO CONTROL WEEDS IN DISTURBED FAX (406) 522-9528 AREAS DURING CONSTRUCTION. `0 7) CONTRACTOR TO COMPLETE APPLICATIONS FOR CITY WATER BLACK&OLIVE,LLC 5) THE CIVIL SITE WORK IS PART OF A LARGER PROJECT SERVICE PRIOR TO CONSTRUCTION. INVOLVING OTHER TRADES WITHIN OR ADJACENT TO THE SITE. THE CIVIL SITE CONTRACTOR SHALL COORDINATE WITH OTHER 8) FIRE SERVICE LINE TO BE TESTED AND FLUSHED IN 202 SOUTH BLACK AVENUE 0 TRADES TO ALLOW THEM SUFFICIENT ACCESS TO THEIR WORK. ACCORDANCE WITH NFPA 24. TEST PRESSURE TO BE 200 psi, BOZEMAN,MONTANA 59715 AND FLUSHING FLOW TO BE 10 FT/SEC. 9) CONTRACTOR TO PROVIDE A COMPLETED "CONTRACTORS DESIGNED:CDP MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING" DRAWN: JP TO THE CITY ENGINEERING DEPARTMENT FOR FIRE SERVICE LINES. CHECKED: CDP DATE: PROJECT DATE SHEET C 0.1