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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.I DATE BY 3 11-30-16 CDP DESCRIPTION SITE PLAN REV — 1 E No. DATE BY 4 1-4-17 CDP GENERAL CIVIL NOTES SURVEY NOTES GENERAL UTILITY NOTES WATER SYSTEM NOTES DESCRIPTION 14 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 SITE PLAN REV — 2 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. DATE BY ij 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 ` �PpuimroH 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. �pP NTA �Niz MAY REQUIRE THE CONTRACTOR TO EXPOSE EXISTING WATER THE CITY FOR ANY STREET CLOSURES ASSOCIATED WITH THE �:• '9 s 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 ,p u PROJECT. TYPE A BELOW STREET ROW, PARKING LOTS, AND SIDEWALKS. W PROVIDE A MINIMUM OF 6.5 FEET IS COVER FOR ALL THESE UTILITIES. WATER PIPE UNLESS SPECIFIED OTHERWISE. WHERE ? DELL D.•• :_ 4) WATER LINE STAKING SHALL CONSIST OF 20' GRADED TYPE B BACKFILL MAY BE USED FOR STORM DRAINS OUTSIDE _ POOL AL A GEONEERING.L EVALUATION HAS BEEN CONDUCTED BY OF ROADS AND PARKING LOTS. CONNECTIONS TO EXISTING PIPE HAVE DEPTHS LESS THAN 6.5' =v• •¢ 3 UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND OFFSETS AT FITTINGS, VALVES, HYDRANTS, RISERS, AND AT 50' 39;N0.11645PE•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. UPON REQUEST. 4) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A WATER MINIMUM DEPTH IS ACHIEVED. oSHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR 11 CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT 5 SEWER LINE STAKING SHALL CONSIST OF 2 GRADED MAIN AND SEWER MAIN SEPARATION OF 10 FEET HORIZONTALLY TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL ) PROTECT ALL EXISTING UTILITY LINES DURING CONSTRUCTION. ) OFFSETS AT MANHOLES AND OFFSETS FOR SERVICE LINES. EDGE TO EDGE AND 18 INCHES VERTICALLY AT CROSSINGS. 3) THRUST RESTRAINT AND PIPE BEDDING TO CONFORM WITH inniwuu�� `o ALL UTILITY LINES DAMAGED DURING CONSTRUCTION ACTIVITIES DAMAGE TO EXISTING PAVEMENT WHICH IS TO REMAIN IN PLACE. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF SECTION 02221 OF MPWSS. ALL WATER VALVES TO BE u 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.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 CITY OF BLOWOFFS, VALVES, ETC. AS MAY BE NECESSARY TO ONE—CALL L LOCATORS. CALL BEFORE YOU DIG, FOR BUILDING EXTERIOR STAKING SHALL CONSIST OF 8 GRADED OFFSETS 800424 _ 12) CONTRACTOR TO PERFORM MISCELLANEOUS GRADING TO BOZEMAN MODIFICATIONS TO MPWSS DRAWINGS N0. 02213-1 ADEQUATELY FLUSH, TEST, AND DISINFECT THE WATER LINES CIVIL AND 02213-2. AND FITTINGS. 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 CITY VERIFICATION. THE ENGINEER CAN BE REACHED AT: OF BOZEMAN MODIFICATIONS TO MPWSS 02660 AND AWWA 13) NON—SURFACED AREAS DISTURBED DURING CONSTRUCTION C651. SHALL BE RESTORED TO ORIGINAL GRADE AND PREPARED FOR STAHLY ENGINEERING & ASSOCIATES INC. SEEDING AND SEEDED. NON—SURFACED AREAS WITHIN OR 6) WATER LINES SHALL BE PRESSURE TESTED ACCORDING TO 851 BRIDGER DRIVE, SUITE 1 i BOZEMAN, MT. 59715 ADJACENT NEW GRADING SHALL BE GRADED IN ACCORDANCE MPWSS 02660 AND AWWA C600, TEST PRESSURE TO BE 200 BLACK OLIVE WITH THE GRADING PLAN AND PREPARED FOR SEEDING AND psi OR 1.5 TIMES THE STATIC PRESSURE (WHICHEVER IS PHONE (406) 522-9526 SEEDED. CONTRACTOR TO CONTROL WEEDS IN DISTURBED HIGHER) AT THE HIGHEST POINT IN NEW LINES. FAX (406) 522-9528 AREAS DURING CONSTRUCTION. 5) THE CIVIL SITE WORK IS PART OF A LARGER PROJECT 7) CONTRACTOR TO COMPLETE APPLICATIONS FOR CITY WATER BLACK&OLIVE,LLC INVOLVING OTHER TRADES WITHIN OR ADJACENT TO THE SITE. SERVICE PRIOR TO CONSTRUCTION. THE CIVIL SITE CONTRACTOR SHALL COORDINATE WITH OTHER 110 EAST OLIVE STREET TRADES TO ALLOW THEM SUFFICIENT ACCESS TO THEIR WORK. 8) FIRE SERVICE LINE TO BE TESTED AND FLUSHED IN BOZEMAN,MONTANA 59715 b ACCORDANCE WITH NFPA 24. TEST PRESSURE TO BE 200 psi, 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 CHECKED: CDP LINES. DATE: PROJECT DATE SHEET C 0.1