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Home My WebLink AboutDavis Lane Lift Station & Norton East Ranch Outfall Sewer ProjectINTERSTATE INTERSTATE INTERSTATE INTERSTATE INTERSTATE PROJECT LOCATION COLUMBIA FALLS KALISPELL WHITEFISH POLSON MISSOULA LOLO HAMILTON BOZEMAN HELENA BUTTE GREAT FALLS DEER LODGE MILES CITY GLENDIVE BILLINGS HAVRE HARDIN LEWISTOWN 94 90 90 15 15 INTERSTATE 12 93 93 12 310 212 212 87 2 2 89 287 287 191 89 12 191 87 191 89 90 87 F R O N T A G E R D. S P R I N G H I L L R D . BOZEMAN HWY. 191 JA C K R A B B I T R D . HW Y . 1 9 1 BELGRADE BRIDGER CANYON RD. D A V I S L N . N E L S O N R D . INTE RSTATE 90 LOCATION PROJECT Project No. Date: C o n t r a c t D r a w i n g s F o r WPCSRF Project No. C302252 R: \ d 1 1 1 7 6 6 3 \ 1 0 1 5 6 4 2 3 _ 0 0 G . r v t 9/ 2 8 / 2 0 2 1 1 0 : 4 7 : 4 8 A M 10156423 Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Bozeman, Montana September 2021 RECORD DRAWINGS Davis Lane Lift Station City of Bozeman, Montana City of Bozeman C2.1 LEGEND AND ABBREVIATIONS C3.1 OVERALL SITE PLAN - SOUTHWEST C3.2 OVERALL SITE PLAN - DAVIS LANE C3.3 OVERALL SITE PLAN - NORTH C4.0 SS PLAN AND PROFILE ARABIAN AVENUE STA. 0+00 TO 5+00 C4.1 SS PLAN AND PROFILE ARABIAN AVENUE STA. 5+00 TO 11+00 C4.2 SS PLAN AND PROFILE ARABIAN AVENUE STA. 11+00 TO 17+00 C4.3 SS PLAN AND PROFILE ARABIAN AVENUE STA. 17+00 TO 20+00 C4.4 SS PLAN AND PROFILE NORTON EAST RANCH STA. 18+00 TO 24+00 C4.5 SS PLAN AND PROFILE NORTON EAST RANCH STA. 24+00 TO 29+00 C4.6 SS PLAN AND PROFILE NORTON EAST RANCH STA. 29+00 TO 35+00 C4.7 SS PLAN AND PROFILE NORTON EAST RANCH STA. 35+00 TO 41+00 C4.8 SS PLAN AND PROFILE NORTON EAST RANCH STA. 41+00 TO 47+00 C4.9 SS PLAN AND PROFILE CATTAIL STREET STA. 47+00 TO 53+00 C4.10 SS PLAN AND PROFILE CATTAIL STREET STA. 53+00 TO 59+00 C4.11 SS PLAN AND PROFILE CATTAIL STREET STA. 59+00 TO 65+00 C4.12 SS PLAN AND PROFILE CATTAIL STREET STA. 65+00 TO 68+00 C4.13 SS PLAN AND PROFILE DAVIS LANE STA. 68+00 TO 74+00 C4.14 SS PLAN AND PROFILE DAVIS LANE STA. 74+00 TO 80+00 C4.15 SS PLAN AND PROFILE DAVIS LANE STA. 80+00 TO 86+00 C4.16 SS PLAN AND PROFILE DAVIS LANE STA. 86+00 TO 92+00 C4.17 SS PLAN AND PROFILE DAVIS LANE STA. 92+00 TO 98+00 C4.18 SS PLAN AND PROFILE DAVIS LANE STA. 98+00 TO 104+00 C4.19 SS PLAN AND PROFILE DAVIS LANE STA. 104+00 TO 110+00 C4.20 SS PLAN AND PROFILE DAVIS LANE STA. 110+00 TO 116+00 C4.21 SS PLAN AND PROFILE DAVIS LANE STA. 116+00 TO 122+00 C4.22 SS PLAN AND PROFILE DAVIS LANE STA. 122+00 TO 128+00 C4.23 SS PLAN AND PROFILE DAVIS LANE STA. 128+00 TO 131+00 C4.24 WM PLAN AND PROFILE DAVIS LANE STA. 109+00 TO 115+00 C4.25 WM PLAN AND PROFILE DAVIS LANE STA. 115+00 TO 121+00 C4.26 WM PLAN AND PROFILE DAVIS LANE STA. 121+00 TO 127+00 C4.27 WM PLAN AND PROFILE DAVIS LANE STA. 127+00 TO 131+00 C4.28 SS & WM PLAN AND PROFILE I-90 X-ING STA. 0+00 TO 7+00 C4.29 WM NORTH PLAN AND PROFILE 7+00 TO 9+00 C4.30 RS PLAN AND PROFILE I-90 FRONTAGE ROAD STA. -2+10 TO 5+00 C4.31 RS PLAN AND PROFILE I-90 FRONTAGE ROAD STA. 5+00 TO 12+00 C4.32 RS PLAN AND PROFILE I-90 FRONTAGE ROAD STA. 11+50 TO 18+50 C4.33 RS PLAN AND PROFILE I-90 FRONTAGE ROAD STA. 18+00 TO 25+00 C4.34 RS PLAN AND PROFILE MOSS BRIDGE ROAD STA. 24+50 TO 31+50 C4.35 RS PLAN AND PROFILE MOSS BRIDGE ROAD STA. 31+00 TO 36+39 C4.36 PLANS AND PROFILES SOUTH & NORTH GRAVEL ACCESS PATH C4.37 PLAN AND PROFILE NORTH GRAVEL ACCESS PATH STA. 4+00 TO 8+00 C4.38 PLAN AND PROFILE NORTH GRAVEL ACCESS PATH STA. 8+00 TO 12+00 C4.39 PLAN AND PROFILE NORTH GRAVEL ACCESS PATH STA. 12+00 TO 18+00 C4.40 PLAN AND PROFILE NORTH GRAVEL ACCESS PATH STA. 18+00 TO 20+52 C5.0 BOX MANHOLE DETAILS C5.1 DETAILS C5.2 DETAILS C5.3 MICROTUNNEL DETAILS C5.4 CATHODIC DETAILS GENERAL 00G001 TITLE, LOCATION AND VICINITY MAP 00G002 DRAWING INDEX 00G003 STANDARD SYMBOLS 00G004 ABBREVIATIONS AND NOTES 00S001 GENERAL STRUCTURAL NOTES 00S002 SPECIAL INSPECTION SCHEDULE 00M001 MECHANICAL LEGEND 00E001 ELECTRICAL LEGEND 1 00E002 ELECTRICAL LEGEND 2 00Y001 INSTRUMENTATION LEGEND CIVIL 01C101 SITE PLAN AND CONSTRUCTION STAGING PLAN 01C102 SITE UTILITIES, GRADING AND LANDSCAPING PLAN 01C103 SITE CIVIL DETAILS STRUCTURAL 00S501 STANDARD DETAILS 1 00S502 STANDARD DETAILS 2 00S503 STANDARD DETAILS 3 00S504 STANDARD DETAILS 4 00S505 STANDARD DETAILS 5 01S101 WET WELL FOUNDATION PLAN 01S102 WET WELL TOP PLAN 01S103 LIFT STATION FOUNDATION PLAN 01S104 LIFT STATION ROOF FRAMING PLAN 01S301 WETWELL FULL SECTIONS 01S302 LIFT STATION FULL SECTION 01S501 SECTIONS AND DETAILS 1 01S502 SECTIONS AND DETAILS 2 01S503 SECTIONS AND DETAILS 3 01S504 SECTIONS AND DETAILS 4 ARCHITECTURAL 01A101 LIFT STATION FLOOR PLAN 01A102 LIFT STATION ROOF PLAN 01A201 LIFT STATION ELEVATIONS - 1 01A202 LIFT STATION ELEVATIONS - 2 01A301 LIFT STATION WALL SECTIONS - 1 01A302 LIFT STATION WALL SECTIONS - 2 01A501 LIFT STATION SCHEDULES AND DETAILS 01A502 LIFT STATION DETAILS - 1 01A503 LIFT STATION DETAILS - 2 PROCESS 01D101 OVERALL PLAN 01D102 LIFT STATION AND WETWELL PLAN 01D103 LIFT STATION PLAN 01D301 WETWELL SECTION 01D302 WETWELL SECTIONS 01D303 LIFT STATION SECTIONS 01D501 DETAILS - 1 01D502 DETAILS - 2 01D503 DETAILS - 3 MECHANICAL 01M101 LIFT STATION FLOOR PLAN 01M501 LIFT STATION DETAILS 01M601 LIFT STATION SCHEDULES ELECTRICAL 00E003 LIGHTING FIXTURE SCHEDULE 00E004 CONDUIT & CABLE SCHEDULE 00E011 ELECTRICAL DETAILS - 1 00E012 ELECTRICAL DETAILS - 2 00E013 ELECTRICAL DETAILS - 3 00E014 ELECTRICAL DETAILS - 4 00E015 ELECTRICAL DETAILS - 5 00E016 ELECTRICAL DETAILS - 6 00E021 ONE LINE DIAGRAM 00E031 EQUIPMENT ELEVATIONS 00E041 I&C CONDUIT AND WIRING BLOCK DIAGRAM 00E051 CONTROL DIAGRAMS 1 00E052 CONTROL DIAGRAMS 2 00E061 PANELBOARD SCHEDULE 00E071 GROUNDING DIAGRAM 00E081 GENERATOR DIAGRAMS 01E101 SITE PLAN 01E102 CONDUIT LOCATION PLAN 01E105 DUCTBANK SCHEDULE 01E111 LIFT STATION POWER AND INSTRUMENTATION PLAN 01E121 LIFT STATION LIGHTING AND RECEPTACLE PLAN 01E421 AREA DESIGNATION AND CLASSIFICATION SCHEDULE INSTRUMENTATION 00Y601 SCADA BLOCK DIAGRAM 00Y602 SUBMERSIBLE PUMPS P&ID 00Y603 MISCELLANEOUS SYSTEMS P&ID 00Y604 LIFT STATION MAIN CONTROL PANEL MCP-01 00Y605 PLC CONTROL PANEL TYPICAL POWER DISTRIBUTION SCHEMATIC 00Y606 PLC CONTROL PANEL TYPICAL CONTROL WIRING SCHEMATIC 00Y607 LIFT STATION PUMP BACKUP CONTROLLER CP-01 00Y608 LIFT STATION PUMP BACKUP CONTROL DIAGRAM 00Y609 INSTRUMENTATION DETAILS 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: GENERAL DRAWING INDEX 00G002.dwg NONE 00G002 DAVIS LANE LIFT STATION NORTON SEWER EXTENSION AND PIPELINES GENERAL SYMBOLOGY 1.THIS IS A STANDARD SHEET SHOWING COMMON SYMBOLOGY. ALL SYMBOLS ARE NOT NECESSARILY USED ON THIS PROJECT. 2.SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING COMPONENTS OR TO DE-EMPHASIZE PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK. REFER TO CONTEXT OF EACH SHEET FOR USAGE. GENERAL NOTES: RIPRAP (PLAN AND/OR SECTION) GROUT (SECTION) GRANULAR FILL (SECTION) SAND (SECTION) ASPHALT (PLAN OR SMALL-SCALE SECTION) MATERIALS IN PLAN/SECTION UTILITY BENEATH STRUCTURE RAILROAD CENTERLINE PROPERTY LINE EASEMENT LIMITS OF CONSTRUCTION ROW 25 EXISTING CONTOUR (MINOR) NEW CONTOUR (MAJOR)25 NEW CONTOUR (MINOR) BOTTOM OF DITCH BARBED WIRE FENCE SURVEY BENCHMARK SPOT ELEVATION/POINT #12 3 CIVIL MAPPING SYMBOLOGY EMBANKMENT SLOPE (CUT) EMBANKMENT SLOPE RIGHT ARROW RIGHT EMBANKMENT SLOPE LEFT ARROW LEFT EMBANKMENT SLOPE (FILL) HORIZONTAL CONTROL POINT UTILITY/CIVIL LINE SYMBOLOGY H:V H:V X X X X TOE OF SLOPE TOP OF SLOPE EQUIPMENT LIST ROADBED FILL (PLAN) DRAIN WATER MAIN 6"-D 1"-WM 6"LINE SIZE DRAINSERVICE EXAMPLE6"-DFIGURE DEMOLITION AREA DELINEATED WETLAND GENERAL SURVEY MAPPING DEMOLITION CIVIL MULTI-DISCIPLINE STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL (HVAC) PLUMING ELECTRICAL INSTRUMENTATION DISCIPLINE DESIGNATOR & DISCIPLINE ORDER 00 GENERAL 01 WET WELL & LIFT STATION AREA DESIGNATION G V X C U S A D M P E Y SHEET TYPE DESIGNATOR GENERAL (SYMBOLS, LEGENDS) PLANS ELEVATIONS SECTIONS LARGE SCALE VIEWS DETAILS SCHEDULES AND DIAGRAMS PROFILES 3D REPRESENTATIONS 0 1 2 3 4 5 6 8 9 EXAMPLE GATE - 01 INDICATES GATEEQUIPMENT GATE 01EQUIPMENT NUMBER EXAMPLEFIGURE ABBREVIATION IRRIGATION WATER1"-IW POTABLE WATER1"-PW VENT4"-V ELECTRIC JUNCTION BOX EXISTING STORM DRAIN MANHOLE EXISTING CATCH BASIN POWER POLE EXISTING WATER VALVE EXISTING FIRE HYDRANT BOLLARD BUSH EXISTING CURB STOP FIRE DEPT. CONNECTION FIBER OPTIC PEDESTAL GAS METER GAS MANHOLE GAS VALVE GUYWIRE IRRIGATION VALVE IRRIGATION VALVE BOX LIGHT POLE POWER METER POWER MANHOLE ELECTRIC PEDESTAL ROOF DRAIN SIGNAL POLE EXISTING SANITARY SEWER MANHOLE SANITARY SEWER CLEAN OUT TELEPHONE BOX TELEPHONE MANHOLE TELEPHONE PEDESTAL TRANSFORMER CONIFEROUS TREE DECIDUOUS TREE COMMUNICATIONS PEDESTAL WELL YARD HYDRANT FDC CO RD EJB BOL I R EXISTING WATER REDUCER GAS WELL FOUND CORNER MONUMENT AS NOTED SET CORNER MONUMENT, REBAR WITH CAP BENCHMARK SECTION QUARTER CORNER SECTION CORNER PROPOSED CATCH BASIN PROPOSED WATER REDUCER PROPOSED WATER VALVE PROPOSED FIRE HYDRANT PROPOSED CURB STOP PROPOSED SANITARY SEWER MANHOLE PROPOSED STORM DRAIN MANHOLE EXISTING MONUMENT BOX PROPOSED MONUMENT BOX (BH-1) BOREHOLE (PH-1) UTILITY POTHOLE MONITORING WELL IRRIGATION HEAD ELECTRICAL CONDUIT RISER GAS SERVICE RISER FIBER OPTIC GAS PIPELINE OIL PIPELINE UNDERGROUND POWER SANITARY SEWER STORM DRAIN TELEPHONE TELEVISION/CABLE WATER CONTOUR FO G OIL P SS SD T TV W 4715 OVERHEAD POWERP V FENCE - VINYL X FENCE - BARBWIRE FENCE - WOOD CURB AND GUTTER EDGE OF ASPHALTEDGE OF EX ASPHALT EDGE OF EX GRAVEL EDGE OF GRAVEL FENCE - CHAINLINK/ WOVEN WIRE EXISTING 4" DOUBLE WHITE CENTERLINE STRIPE PROPOSED SS W 4715 COMMUNICATIONS MANHOLE SIGN IR PLAN TITLE SECTION CUT MARKER DETAIL MARKER SHEET WHERE SECTION IS LOCATED SHEET WHERE SECTION VIEW IS FIRST CUT * SHEET WHERE DETAIL IS LOCATED * SECTION TITLE * EXCEPTIONS WHERE THE SHEET NUMBER IS REPLACED BY A DASH (-). 1)FOR COMMON DETAILS, SECTIONS, ELEVATIONS OR DETAILS THAT ARE CUT OR CALLED OUT ON MULTIPLE SHEETS. 2)SECTIONS, ELEVATIONS OR DETAILS THAT ARE LOCATED ON THE SAME SHEET THEY ARE CUT OR CALLED OUT ON. FOR REFERENCING DETAILS INCLUDED IN DRAWING SET. DETAIL TITLE PLAN 1/4" = 1'-0" X XXX SECTION LETTER FLAG INDICATES DIRECTION OF SECTION CUT X XXX SECTION 3/8" = 1'-0" SECTION LETTER # XXX DETAIL NUMBER X XXX DETAIL 1/4" = 1'-0" SHEET WHERE DETAIL IS LOCATED * DETAIL NUMBER ARROW INDICATES DIRECTION OF PLAN NORTH NORTH ARROW EXISTING CONTOUR WITH ELEVATION (MAJOR) EXISTING VEGETATION/BRUSH LINE ARCHITECTURAL KEY NOTE NUMBER KEY NOTE DESIGNATION LOUVER WALL TYPE ROOM NUMBER DOOR NUMBERXXX X X ROOM NAME XX-XX # TARGET ELEVATION WEEP JOINT MORTAR PROTECTION SYSTEM (SECTION) PLYWOOD (SMALL-SCALE SECTION) EARTH (SECTION) WOOD - CONTINUOUS (SECTION) METAL (SECTION) RIGID INSULATION (SECTION) WOOD BLOCKING (SECTION) PLYWOOD (LARGE-SCALE SECTION) GYPSUM BOARD (SECTION) CONCRETE MASONRY (PLAN AND/OR SECTION) CONCRETE (PLAN AND/OR SECTION) CHECKERED PLATE (PLAN) LIFT STATION PROCESS SECTION DRAWING 01 SHEET TYPE DESIGNATOR SHEET NUMBER DISCIPLINE DESIGNATOR AREA DESIGNATION 0 1 0 1 3 D BUILDING OR AREA 01 PROCESS DISCIPLINE SECTION SHEET TYPE SHEET NUMBER 01 SAMPLE SHEET NUMBER 0 10 1 D 3 EQUIPMENT IDENTIFICATION PIPING IDENTIFICATION SYMBOLOGY RAW SEWAGE30"-RS SHEET NAMING CONVENTION TAG NUMBER ABBREVIATION DESCRIPTION AHF-01 AHF ACTIVE HARMONIC FILTER ARV ARV AIR RELEASE VALVE ATS-01 ATS AUTOMATIC TRANSFER SWITCH BKR-MAIN BKR MAIN SERVICE BREAKER BKR-STDBY BKR STANDBY POWER BREAKER CP-GEN CP GENERATOR CONTROL PANEL CP-01 CP LIFT STATION PUMP BACKUP CONTROL PANEL CU-01 CU CONDENSER UNIT DMP DMP DIGITAL METERING EQUIPMENT (OWNER'S POWER MONITOR) EF-01 EF CENTRIFUGAL WALL FAN (EXHAUST FAN) EUH-01 EUH ELECTRIC UNIT HEATER 01 EUH-02 EUH ELECTRIC UNIT HEATER 02 EUH-03 EUH ELECTRIC UNIT HEATER 03 EUH-04 EUH ELECTRIC UNIT HEATER 04 FC-01 FC FAN COIL UNIT FE-01 FE FLOW METER 01 FE-02 FE FLOW METER 02 FIT-01 FIT FLOW TRANSMITTER 01 FIT-02 FIT FLOW TRANSMITTER 02 FLT-01 FLT AIR FILTER GEN-01 GEN STANDBY GENERATOR 01 12-GV GV GATE VALVE 18-GV GV GATE VALVE HAT-01 HAT HATCH 01 HAT-02 HAT HATCH 02 HAT-03 HAT HATCH 03 HAT-04 HAT HATCH 04 HAT-05 HAT HATCH 05 HAT-06 HAT HATCH 06 HAT-07 HAT HATCH 07 TAG NUMBER ABBREVIATION DESCRIPTION 101-LCP-01 LCP HEADWORKS CONTROL PANEL LT-01 LT WETWELL LEVEL 01 LT-02 LT WETWELL LEVEL 02 LVR-01 LVR INTAKE AIR LOUVER 01 LVR-02 LVR INTAKE AIR LOUVER 02 LVR-03 LVR EXHAUST AIR LOUVER 03 MCC-01 MCC MOTOR CONTROL CENTER MCP-01 MCP LIFT STATION MAIN CONTROL PANEL MOD-01 MOD DAMPER AND DAMPER LIMIT SWITCH MOD-02 MOD INLET DAMPER MOD-03 MOD EXHAUST DAMPER MS-EF MS EXHAUST FAN MOTOR STARTER P-01 P PUMP 01 P-02 P PUMP 02 P-03 P PUMP 03 P-04 P PUMP 04 P-05 P PUMP 05 PIT-01 PIT PRESSURE TRANSMITTER 01 PIT-02 PIT PRESSURE TRANSMITTER 02 PNL-01 PNL PANELBOARD SG-01 SG SLIDE GATE SPD SPD SURGE PROTECTION DEVICE TSH-EF TSH EXHAUST FAN TEMPERATURE SWITCH TSH-FC TSH TEMPERATURE SWITCH VFD-01 VFD VARIABLE FREQUENCY DRIVE 01 VFD-02 VFD VARIABLE FREQUENCY DRIVE 02 VFD-03 VFD VARIABLE FREQUENCY DRIVE 03 VFD-04 VFD VARIABLE FREQUENCY DRIVE 04 VFD-05 VFD VARIABLE FREQUENCY DRIVE 05 XFMR-01 XFMR TRANSFORMER IRRIGATIONIRR UGE 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: GENERAL STANDARD SYMBOLS 00G003.dwg NONE 00G003 TOP OF BOLT, TOP OF BANK, TOP OF BEAM, TOP OF BERM TOP OF CURB, TOP OF CONCRETE TOP OF DUCT TOP OF FOOTING TOP OF GRATING TOLERANCE, TOP OF LEDGER TOP OF MASONRY TOP OF PLATE TOPOGRAPHY TOP OF SLAB, TOP OF STEEL, TOE OF SLOPE TOP OF WALL TOILET PARTITION, TELEPHONE POLE, TOE PLATE, TRAP PRIMER TOILET PAPER DISPENSER TOPPING, THROUGH PLATE GIRDER TRANSOM TRANSITION TRENCH DRAIN TYPICAL URINAL UNDERGROUND ULTIMATE UNFINISHED UNLESS NOTED OTHERWISE UTILITY VENT, VELOCITY, VOLT VOLT AMPERE VACUUM VARNISH, VARIABLE, VOLT AMPERES REACTIVE VAPOR BARRIER, VINYL BASE, VALVE BOX VERTICAL CURVE VITRIFIED CLAY PIPE VINYL COMPOSITION TILE, VERTICAL CENTERLINE VELOCITY VENTILATION VERTICAL VERTICAL REINFORCING VERTICAL GRAIN VERIFY IN FIELD VINYL VOLUME VERTICAL POINT OF CURVATURE VERTICAL POINT OF INTERSECTION VERTICAL POINT OF TANGENCY VERSUS, VAPOR SEAL VENT THROUGH ROOF VINYL WALL COVERING WITH WITHOUT WATT, WEST, WIDE, WINDOW, WIRE, WIDE FLANGE BEAM WOOD BASE WATER CLOSET, WATER COLUMN WOOD, WIDTH WIDE FLANGE, WASH FOUNTAIN WIRE GLASS, WATER GAGE WALL HYDRANT, WEEP HOLE WROUGHT IRON WATER LEVEL WELDED WIRE MESH WEATHERPROOF WATERSTOP, WATER SURFACE WAINSCOT WEIGHT, WATER TIGHT WATERPROOF, WORKING POINT WELDED WIRE FABRIC EXPLOSION-PROOF EXTRA STRONG CROSS SECTION DOUBLE EXTRA STRONG YARD HYDRANT YIELD STRENGTH TOB TOC TOD TOF TOG TOL TOM TOP TOPO TOS TOW TP TPD TPG TR TRANS TRD TYP U UG ULT UNFN UNO UTIL V VA VAC VAR VB VC VCP VCT VEL VENT VERT VERTS VG VIF VIN VOL VPC VPI VPT VS VTR VWC W/ W/O W WB WC WD WF WG WH WI WL WLD WM WP WS WSCT WT WTHP WWF XP XS XSECT XXS YH YS REMOVE AND REPLACE REMOVE AND SALVAGE RADIUS, REGISTER, RISER RETURN AIR RESILIENT BASE, ROCK BERM RECEPTACLE ROOF DRAIN RECESS RECEIVED RECTANGULAR REDUCER REFERENCE REINFORCING REMOVE REQUIRED RESILIENT RETAINING, RETURN REVISION, REVERSE RESILIENT FLOORING ROOFING REFLECTED, REFLECTOR ROUGH RIGID GALVANIZED STEEL RELIEF HOOD, RIGHT HAND, RELATIVE HUMIDITY REQUIRED LAP RELIEF AIR ROUND RUNNING ROUGH OPENING RIGHT-OF-WAY REVOLUTIONS PER MINUTE RAILROAD ROCK SLOPE PROTECTION RIGHT RESILIENT VINYL TILE READY SOUTH, SINK SUPPLY AIR SOUND-ABSORBING MASONRY UNIT SANITARY SPLASH BLOCK SOLID CORE SCHEDULE SCHEMATIC SCREEN STEEL/ALUMINUM EDGE SECONDARY, SECONDS SECTION SEPARATE SQUARE FOOT, SILT FENCE SHEET GLASS, SEALANT GROOVE SHOWER SHEET SHEATHING SILENCE SIMILAR SLAB JOINT SLOPE, STEEL LINTEL SLOTTED SLEEVE SEAMLESS SLAB ON GRADE SOUNDPROOF, STANDPIPE SPACING SPECIFICATION SUPPLY SINGLE POLE SINGLE THROW SET POINT SQUARE SHORT RADIUS SERVICE SINK STAINLESS STEEL STREET STATION STANDARD STIFFENER STIRRUP STEEL STORAGE STRUCTURAL, STRAIGHT SUBSTITUTE SUCTION SUSPENDED SQUARE YARD SYMBOL SYMMETRICAL SYNTHETIC SYSTEM TOP AND BOTTOM TONGUE AND GROOVE TILE, TREAD TOILET ACCESSORY, TEMPERED AIR TANGENT TEMPORARY BENCHMARK TEMPORARY CONSTRUCTION EASEMENT TROWELED EPOXY FLOORING TEMPORARY, TEMPERATURE THREAD THICK THRESHOLD TACK BOARD R&R R&S R RA RB RCPT RD REC RECD RECT RED REF REINF REM REQD RESIL RET REV RF RFG RFL RGH RGS RH RL RLFA RND RNG RO ROW RPM RR RSP RT RVT RY S SA SAMU SAN SB SC SCH SCHEM SCN SE SEC SECT SEP SF SG SH SHT SHTG SIL SIM SJ SL SLTD SLV SMLS SOG SP SPA SPEC SPLY SPST SPT SQ SR SS SST ST STA STD STIF STIR STL STOR STR SUB SUC SUSP SY SYM SYMM SYN SYS T&B T&G T TA TAN TBM TCE TEF TEMP THD THK THRESH TKBD NORTH, NEUTRAL NOT APPLICABLE NATURAL, NATIONAL NORMALLY CLOSED NEGATIVE NEAR FACE, NON-FUSED NOT IN CONTRACT NORMALLY OPEN, NUMBER NOMINAL NOMINAL PIPE SIZE NATIONAL PIPE THREAD NEAR SIDE NOT TO SCALE NORMAL WATER LEVEL OUT TO OUT OUTSIDE AIR, OVERALL ON CENTER OVER CURRENT PROTECTION DEVICE OUTSIDE DIAMETER OPEN END DUCT OUTSIDE FACE, OFFICE FURNISHING OWNER FURNISHED CONTRACTOR INSTALLED OWNER FURNISHED OWNER INSTALLED ORIGINAL GROUND OVERHEAD OPENING OPPOSITE OPTIONAL OUTSIDE RADIUS OVERFLOW ROOF DRAIN ORIGINAL OVERFLOW OVERHANG OUNCE PAINT PUBLIC ADDRESS PARALLEL, PARAPET PANIC BAR, PULL BOX PARTICLE BOARD POINT OF CURVE, PIECE, PRECAST POINT OF COMPOUND CURVATURE POUNDS PER CUBIC FOOT PERCENT PLAIN END PEDESTAL PENETRATION PERFORATED PERMANENT PERPENDICULAR POWER FACTOR PREFACED MASONRY UNIT PHASE POINT OF INTERSECTION PACKAGE PLATE, PROPERTY LINE, PRECAST LINTEL PLASTER PLATFORM PLUMBING POUNDS PER LINEAR FOOT PNEUMATIC POLISH POSITIVE, POSITION POLYPROPYLENE, POWER POLE POINT OF REVERSE CURVATURE PREFINISHED PREFABRICATED PRELIMINARY PREPARE PRESSURE PRIMARY PROPERTY, PROPOSED PROTECTION PIPE SUPPORT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH ABSOLUTE POUNDS PER SQUARE INCH GAGE PRESTRESSED POINT, POINT OF TANGENCY PARTITION POLYVINYL CHLORIDE, POINT OF VERTICAL CURVE PAVEMENT PLYWOOD PLYWOOD WEB JOIST PIEZOMETER RATE OF FLOW QUARRY TILE QUARTER QUANTITY QUALITY N NA NAT NC NEG NF NIC NO NOM NPS NPT NS NTS NWL O TO O OA OC OCPD OD OED OF OFCI OFOI OG OH OPNG OPP OPT OR ORD ORIG OVFL OVHG OZ P PA PAR PB PBD PC PCC PCF PCT PE PED PEN PERF PERM PERP PF PFMU PH PI PKG PL PLAS PLAT PLBG PLF PNEU POL POS PP PRC PREF PREFAB PRELIM PREP PRES PRI PROP PROT PS PSF PSI PSIA PSIG PST PT PTN PVC PVMT PWD PWJ PZ Q QT QTR QTY QUAL ID IE IF IH IMP IN INC INF INSTR INSUL INT INTR INV IPS IPT IR IRR ISO JB JCT JF JST JT K KB KCMIL KD KO KSI KW L LAD LAM LATL LB LCTB LDG LDR LE LF LG LH LIN LIQ LLH LLV LMLU LNG LOC LP LPS LR LT LTD LTG LTL LTNG LV LVL LVR LW LWC LWL MA MACH MAINT MAN MATL MAX MB MBR MC MCB MCJ MDMJ MECH MED MFR MH MIN MIR MISC MJ ML MLO MMB MO MOD MON MPT MRGWB MS MSL MT MU MULL MV MW INSIDE DIAMETER, INTERIOR DIMENSION INVERT ELEVATION, FOR EXAMPLE INSIDE FACE INTAKE HOOD IMPACT INCH INCLUDE, INCANDESCENT INFLUENT INSTRUMENTATION INSULATION INTERIOR, INTERSECTION INTERMEDIATE, INTERIOR INVERT IRON PIPE SIZE INTERNAL PIPE THREAD INSIDE RADIUS, IRON ROD IRRIGATION ISOMETRIC JUNCTION BOX JUNCTION JOINT FILLER JOIST JOINT KIP KNEE BRACE THOUSAND CIRCULAR MILS KNOCK DOWN KNOCK OUT KIPS PER SQUARE INCH KILOWATT ANGLE, LENGTH, LAVATORY, LINTEL LADDER LAMINATE LATERAL LAG BOLT, POUND LIQUID CHALK AND TACK BOARD LANDING LEADER LIFTING EYE LINEAR FOOT LONG LEFT HAND LINEAR LIQUID LONG LEG HORIZONTAL LONG LEG VERTICAL LIQUID MARKER LECTURE UNIT LONGITUDINAL LOCATION LOW POINT LOW-PRESSURE SODIUM LONG RADIUS LEFT LIMITED LIGHTING LINTEL LIGHTNING LOW VOLTAGE LAMINATED VENEER LUMBER LOUVER LIGHTWEIGHT LIGHTWEIGHT CONCRETE LOW WATER LEVEL MIXED AIR MACHINED MAINTENANCE MANUAL MATERIAL MAXIMUM MACHINE BOLT MEMBER MECHANICAL CONTRACTOR, MECHANICAL COUPLING, MOMENT CONNECTION METAL CORNER BEAD MASONRY CONTROL JOINT MODIFIED DOUBLE MECHANICAL JOINT MECHANICAL MEDIUM MANUFACTURER MANHOLE, METAL HALIDE MINIMUM MIRROR MISCELLANEOUS MECHANICAL JOINT MASONRY LINTEL MAIN LUGS ONLY MEMBRANE MASONRY OPENING MODULAR, MODIFY MONUMENT MALE PIPE THREAD MOISTURE-RESISTANT GYPSUM WALLBOARD MOP SINK MEAN SEA LEVEL MOUNT MASONRY UNIT MULLION MEDIUM VOLTAGE MONITORING WELL F TO F F&B FAB FB FBD FBG FBM FBO FC FCA FD FDC FDR FDTN FE FEC FES FEXT FF FG FH FIG FIN FJT FL FLEX FLG FLOR FLR FLS FN FO FOB FOC FOF FOM FOS FOT FPT FR FRP FRTM FS FT FTG FUR FURN FUT FV FW FWD FWE FXTR G GA GAL GALV GB GC GD GEN GFCI GFMU GG GJ GL GLB GND GP GR GRTG GSB GT GVL GW GWB GYP H HB HBD HC HD HDR HDW HEX HGR HH HID HM HORIZ HP HPC HPS HPT HR HS HSS HT HTG HV HVAC HWD HWL HYD HZ FACE TO FACE FACE AND BYPASS FABRICATE FLOOR BEAM FIBERBOARD FIBERGLASS BOARD FOOT MEASURE FURNISHED BY OWNER FLUSHING CONNECTION FLANGED COUPLING ADAPTER FLOOR DRAIN FLEXIBLE DUCT CONNECTION FEEDER FOUNDATION FLANGED END FIRE EXTINGUISHER CABINET FLARED END SECTION FIRE EXTINGUISHER FAR FACE, FACTORY FINISH, FLAT FACE FINISHED GRADE FIRE HYDRANT FIGURE FINISH FLUSH JOINT FLOW, FLOW LINE FLEXIBLE FLANGE FLUORESCENT FLOOR FLASHING, FLUSH FENCE FINISHED OPENING FLAT ON BOTTOM FACE OF CONCRETE, FACE OF CURB FACE OF FINISH FACE OF MASONRY FACE OF STUDS FLAT ON TOP FEMALE PIPE THREAD FRAME FIBERGLASS REINFORCED PLASTIC FIRE RETARDANT TREATED MATERIAL FLOOR SINK, FAR SIDE FEET, FOOT FOOTING, FITTING FURRED, FURRING FURNITURE, FURNISH FUTURE FACE VELOCITY FIELD WELD, FIRE WALL FORWARD FURNISHED WITH EQUIPMENT FIXTURE GRILLE, GROUND GAGE (METAL THICKNESS) GALLON GALVANIZED GRAB BAR, GRADE BREAK GROOVED COUPLING GUARD GENERAL GROUND FAULT CIRCUIT INTERRUPTER GROUND FACE MASONRY UNIT GUTTER GRADE GROOVED JOINT GLASS GLASS BLOCK, GLULAM BEAM GROUND GUY POLE GRADE GRATING GYPSUM SHEATHING BOARD GREASE TRAP GRAVEL GUY WIRE GYPSUM WALLBOARD GYPSUM HARDBOARD HIGH HOSE BIBB HARDBOARD HANDICAPPED, HOLLOW CORE, HORIZONTAL CURVE, HORIZONTAL CENTERLINE HEAD, HOT DIP HEADER HARDWARE HEXAGONAL HANGER HANDHOLE HIGH-INTENSITY DISCHARGE HOLLOW METAL HORIZONTAL HIGH POINT, HORSEPOWER HORIZONTAL POINT OF CURVATURE HIGH-PRESSURE SODIUM HORIZONTAL POINT OF TANGENCY HOSE REEL, HOUR HEADED STUD, HIGH STRENGTH HOLLOW STRUCTURAL SHAPE HEIGHT HEATING HIGH VOLTAGE HEATING, VENTILATING AND AIR CONDITIONING HARDWOOD HIGH WATER LEVEL HYDRAULIC HERTZ, CYCLES PER SECOND CLKG CLR CMH CMP CMU CO COL COM COMB COMM COMP CON CONC CONN CONST CONT COOR CORR CP CPLG CRL CSC CSK CSS CT CTJ CTR CTRL CVT CU CW CY d D DB DBA DBL DC DEG DEG C DEG F DEMO DEP DEPT DET DI DIA DIAG DIFF DIM DISCH DIST DIV DL DMJ DMPF DN DO DP DPDT DPST DS DT DUP DWG DWL DWR E EA EC ECC ED EDB EE EF EFF EHH EIFS EJ EL ELEC EMBD EMER EMH ENCL ENGR ENTR EOP EQ EQUIP EQUIV ES ESEW EST EW EWC EWEF EWTB EXC EXH EXP EXST EXT CAULKING CLEAR COMMUNICATION MANHOLE CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CLEANOUT, CONCRETE OPENING COLUMN COMMON COMBINATION COMMUNICATION COMPOSITION, COMPRESSIBLE, COMPOSITE CONCENTRIC CONCRETE CONNECTION CONSTRUCTION CONTINUOUS COORDINATE CORROSIVE, CORRUGATED CHECKER PLATE, CONTROL POINT COUPLING CORROSION-RESISTANT LINING COMPRESSION SLEEVE COUPLING COUNTERSINK CLINIC SERVICE SINK CERAMIC TILE CONTRACTION JOINT CENTER CONTROL CULVERT COPPER, CUBIC CLOCKWISE CUBIC YARD PENNY (NAIL MEASURE) DEEP, DIFFUSER, DRAIN DUCT BANK, DECIBEL, DRY BULB DEFORMED BAR ANCHOR DOUBLE DIRECT CURRENT DEGREE DEGREE CENTIGRADE DEGREE FAHRENHEIT DEMOLITION DEPRESSED DEPARTMENT DETAIL DROP INLET, DUCTILE IRON, DIGITAL INPUT DIAMETER DIAGONAL, DIAGRAM DIFFERENTIAL, DIFFERENCE DIMENSION DISCHARGE DISTANCE, DISTRIBUTION DIVISION DEAD LOAD DOUBLE MECHANICAL JOINT DAMP PROOFING DOWN DISSOLVED OXYGEN, DIGITAL OUTPUT, DITTO DEPTH DOUBLE POLE, DOUBLE THROW DOUBLE POLE, SINGLE THROW DOWN SPOUT DOUBLE TEE, DRIP TRAP ASSEMBLY DUPLICATE DRAWING DOWEL DRAWER EAST EACH, EXHAUST AIR ELECTRICAL CONTRACTOR ECCENTRIC EQUIPMENT DRAIN ELECTRICAL DUCT BANK EACH END EACH FACE EFFLUENT, EFFICIENCY ELECTRICAL HANDHOLE EXTERIOR INSULATION & FINISH SYSTEM EXPANSION JOINT ELBOW, ELEVATION ELECTRICAL EMBEDDED EMERGENCY ELECTRICAL MANHOLE ENCLOSURE ENGINEER ENTRANCE EDGE OF PAVEMENT EQUAL EQUIPMENT EQUIVALENT EACH SIDE, EQUAL SPACE, EMERGENCY SHOWER EMERGENCY SHOWER AND EYE WASH ESTIMATE EACH WAY, EMERGENCY EYE/FACE WASH ELECTRIC WATER COOLER EACH WAY, EACH FACE EACH WAY, TOP AND BOTTOM EXCAVATION EXHAUST EXPANSION, EXPOSED EXISTING EXTERIOR, EXTERNAL, EXTENSION A/C A/E A AB ABAN ABC ABT AC ACK ACP ACST AD ADDL ADH ADJ AF AFF AFG AGGR AI AIC ALIG ALT ALUM AM AMB ANC AO AP APRX APVD ARCH ASSY AT ATC ATM AUTO AUX AVE AVG AWG AWT B TO B BAL BBD BC BD BE BF BITUM BKG BL BLDG BLK BLKG BM BOC BOD BOG BOL BOP BOR BOT BOU BP BRG BRGP BRKT BS BTU BTW BTWLD BU BUR BW BYP CTOC C&G C CAB CAP CAT CAV CB CCB CCW CDF CE CER CF CFL CHBD CHD CHFR CHH CI CIP CIPB CIRC CJ CKT CL CLG AIR CONDITIONING ARCHITECT/ENGINEER AMPERE ANCHOR BOLT ABANDON AGGREGATE BASE COURSE ABOUT ALTERNATING CURRENT ACKNOWLEDGE ACOUSTIC CEILING PANEL, ASPHALTIC CONCRETE PAVEMENT ACOUSTIC ADDENDUM, AREA DRAIN ADDITIONAL ADHESIVE ADJUSTABLE, ADJACENT AMP FRAME, AMP FUSE ABOVE FINISH FLOOR ABOVE FINISH GRADE AGGREGATE AREA INLET, ANALOG INPUT AMPS INTERRUPTING CAPACITY ALIGNMENT ALTERNATE, ALTITUDE ALUMINUM ACOUSTICAL MATERIAL AMBIENT ANCHOR ANALOG OUTPUT ACCESS PANEL APPROXIMATE APPROVED ARCHITECTURAL ASSEMBLY ACOUSTICAL TILE, AMP TRIP ACOUSTICAL TILE CEILING ATMOSPHERE AUTOMATIC AUXILIARY AVENUE AVERAGE AMERICAN WIRE GAGE ACOUSTICAL WALL TILE BACK TO BACK BALANCE BULLETIN BOARD BASE CABINET, BOTTOM CHORD, BOLT CENTER, BOLT CIRCLE BOARD BOTH ENDS, BELL END BOTH FACES, BOTTOM FACE, BLIND FLANGE, BOARD FEET BITUMINOUS BACKING BASE LINE BUILDING BLOCK BLOCKING BENCHMARK, BEAM BACK OF CURB BOTTOM OF DUCT BOTTOM OF GRILLE BOTTOM OF LOUVER, BOLLARD BOTTOM OF PIPE BOTTOM OF REGISTER BOTTOM BOTTOM OF UNIT BASE PLATE BEARING BEARING PLATE BRACKET BOTH SIDES BRITISH THERMAL UNIT BETWEEN BUTT WELD BELL UP, BUILT-UP BUILT-UP ROOFING BOTH WAYS BYPASS CENTER TO CENTER CURB AND GUTTER CHANNEL SHAPE, CENTIGRADE, CONDUIT CABINET CAPACITY CATALOG, CATEGORY CAVITY CATCH BASIN CONCRETE BLOCK COUNTER CLOCKWISE CONTROLLED-DENSITY FILL CONCRETE EDGE CERAMIC CUBIC FEET (FOOT) COUNTER FLASHING CHALKBOARD CHORD CHAMFER COMMUNICATION HANDHOLE CURB INLET CAST-IN-PLACE CONCRETE INTERLOCKING PAVER BALLAST CIRCULATION, CIRCULAR CONSTRUCTION JOINT CIRCUIT CENTERLINE, CLASS, CLOSE CEILING GENERAL NOTES: THESE ABBREVIATIONS APPLY TO THE ENTIRE SET OF CONTRACT DRAWINGS. 1. LISTING OF ABBREVIATIONS DOES NOT IMPLY THAT ALL ABBREVIATIONS ARE USED IN THE CONTRACT DRAWINGS. 2. ABBREVIATIONS SHOWN ON THIS SHEET INCLUDE VARIATIONS OF A WORD. FOR EXAMPLE, "MOD" MAY MEAN MODIFY OR MODIFICATION, "INC" MAY MEAN INCLUDED OR INCLUDING, AND "REINF" MAY MEAN REINFORCE OR REINFORCING. 3. SEE INSTRUMENTATION AND GENERAL LEGEND SHEETS FOR PROJECT -SPECIFIC EQUIPMENT AND PIPING SYSTEM ABBREVIATIONS. 4. PVC-RGS PVC COATED RGS H1E STD 90° OR 180° HOOK ONE END H2E STD 90° OR 180° HOOK EACH END NONE PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 GENERAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS R: \ d 1 1 1 7 6 6 3 \ 1 0 1 5 6 4 2 3 _ 0 0 G . r v t 9/ 2 8 / 2 0 2 1 1 0 : 4 7 : 4 9 A M 00G004 10156423 C. REVIS 10156423_00G.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station ABBREVIATIONS AND NOTES GENERAL G1. SCOPE THE NOTES ON THIS SHEET AND THE STANDARD STRUCTURAL DETAILS ARE GENERAL AND APPLY TO THE PROJECT WHETHER SPECIFICALLY CALLED OUT OR NOT, EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY ON STRUCTURAL SHEETS. THE STANDARD STRUCTURAL DETAILS ARE PROVIDED ON SHEETS 00S501 THRU 00S505. IF THERE ARE QUESTIONS, THEY SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AND ANSWERED IN WRITING PRIOR TO CONSTRUCTION. G2. APPLICABLE SPECIFICATIONS AND CODES A. INTERNATIONAL BUILDING CODE, IBC 2012 WITH APPLICABLE EDITIONS OF THE CODE REFERENCED STANDARDS AND MODIFICATIONS PER THE ADMINISTRATION RULES OF THE STATE OF MONTANA. B. ACI 318 C. ACI 350 D. ACI 350.3 E. AISC 341 F. AISC 360 G. ASCE 7 G3. DESIGN CRITERIA (APPLIES TO ALL STRUCTURES, UNO) A. DEAD LOAD: 1. ACTUAL TRIBUTARY STRUCTURE WEIGHT 2. PERMANENT DEAD LOAD AT BUILDING ROOF: 15 PSF B. LIVE LOAD: 1. OPERATION, PROCESS EQUIPMENT AREAS, STORAGE, AND ELECTRICAL AREAS: 250 PSF 2. CORRIDORS AND WALKWAYS: 100 PSF 3. LADDERS AND STAIRS: 100 PSF OR 300 LB CONCENTRATED LOAD 4. GRATED AREAS: 100 PSF MINIMUM OR LOAD AT ADJACENT FLOOR AREAS 5. SLAB ON GRADE: 250 PSF 6. BUILDING ROOF: 20 PSF (NOT REDUCIBLE) C. WIND: 1. ULTIMATE WIND SPEED: 120 MPH 2. EXPOSURE: C 3. RISK CATEGORY: III 4. INTERNAL PRESSURE COEFFICIENT: +/- 0.55. 5. COMPONENTS AND CLADDING PRESSURES (IN PSF): D. SEISMIC: 1. ALL ABOVE AND BELOW GRADE STRUCTURES: a. RISK CATEGORY: III b. IMPORTANCE FACTOR: 1.25 c. SPECTRAL RESPONSE ACCELERATION, SS = 0.726 d. SPECTRAL RESPONSE ACCELERATION, S1 = 0.211 e. SITE CLASS: C f. SEISMIC DESIGN CATEGORY: D g. SPECTRAL RESPONSE COEFFICIENT, SDS = 0.537 h. SPECTRAL RESPONSE COEFFICIENT, SD1 = 0.223 2. STRUCTURE-SPECIFIC DESIGN CRITERIA [WET WELL]: a. BASIC SEISMIC LATERAL FORCE RESISTING SYSTEM: TYPE 1.1 FIXED BASE CONCRETE WALLS PER ACI 350.3 b. SEISMIC RESPONSE MODIFICATION FACTORS, Ri & Rc = 3.0 & 1.0 c. SEISMIC ANALYSIS PROCEDURES: ACI 350.3 d. COMPULSIVE SPECTRAL RESPONSE COEFFICIENT, Cc = 0.078 (LRFD) e. IMPULSIVE SPECTRAL RESPONSE COEFFICIENT, Ci = 0.537 (LRFD) f. TOTAL WATER SHEAR, V = 68.5 KIPS 3. STRUCTURE-SPECIFIC DESIGN CRITERIA [PUMP BUILDING] : a. BASIC SEISMIC LATERAL FORCE RESISTING SYSTEM: SPECIAL REINFORCED MASONRY SHEAR WALLS b. SEISMIC RESPONSE MODIFICATION FACTOR, R = 5.0 c. SEISMIC ANALYSIS PROCEDURES: EQUIVALENT LATERAL FORCE (ABOVE GRADE) d. SEISMIC RESPONSE COEFFICIENT, Cs = 0.134 (LRFD) e. DESIGN BASE SHEAR, V = 53.2 KIPS E. LOADS DUE TO EARTH PRESSURE ON BELOW GRADE STRUCTURES: a. SEE SOIL LOADS SECTION IN NOTE G6 ON THIS SHEET. F. SNOW LOAD: 1. GROUND SNOW LOAD = 46 PSF 2. EXPOSURE CATEGORY = C 3. EXPOSURE FACTOR = 0.9 4. IMPORTANCE FACTOR = 1.10 5. THERMAL FACTOR = 1.00 6. ROOF SNOW LOAD = 40 PSF G4. SAFETY SAFETY AND STRUCTURE STABILITY DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STRUCTURES HAVE BEEN DESIGNED TO RESIST THE DESIGN LIVE LOADS ONLY AS A COMPLETED STRUCTURE. G5. OPENINGS OPENINGS FOR PIPES, DUCTS, CONDUITS, ETC. ARE NOT ALL SHOWN ON THE STRUCTURAL DRAWINGS. COORDINATE AND PROVIDE OPENINGS AS REQUIRED TO ACCOMMODATE ALL WORK SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND OTHERWISE REQUIRED FOR THE FURNISHING OF A FUNCTIONALLY COMPLETE PROJECT. REINFORCE AROUND OPENINGS PER STANDARD STRUCTURAL DETAILS UNLESS OTHERWISE SHOWN. CONCRETE C1. DESIGN STRENGTHS (NEW CONCRETE) : f'c = 4,500 PSI REINFORCING fy = 60,000 PSI C2. CONCRETE COVER UNLESS OTHERWISE NOTED, PROVIDE CONCRETE COVER FOR REINFORCING AS FOLLOWS: CONCRETE DEPOSITED AGAINST EARTH: 3" ALL OTHER: 2" SEE DRAWINGS FOR EXCEPTIONS C3. ALL DETAILING, FABRICATION, AND ERECTION OF REINFORCING BARS, UNLESS OTHERWISE NOTED, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE ACI MANUAL OF STANDARD PRACTICE. SEE SPECIFICATIONS FOR ADDITIONAL REINFORCING PLACEMENT REQUIREMENTS. C4. REFER TO OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION FOR EMBEDDED ITEMS AND PENETRATIONS NOT SHOWN ON STRUCTURAL DRAWINGS BUT REQUIRED TO ACCOMMODATE ALL WORK SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND OTHERWISE REQUIRED FOR THE FURNISHING OF A FUNCTIONALLY COMPLETE PROJECT. REINFORCE AROUND OPENINGS PER STANDARD STRUCTURAL DETAILS UNLESS OTHERWISE SHOWN. C5. PROVIDE 3/4" CHAMFERS AT ALL EXPOSED EDGES AND 1/2" CHAMFERS AT JOINTS AS SHOWN. NOT ALL CHAMFERS MAY BE SHOWN ON DRAWINGS. C6. FIELD ADJUST REINFORCING AT OPENINGS AND EMBEDDED ITEMS AS INDICATED. C7. ANCHOR BOLTS NOT SPECIFIED BY ENGINEER SHALL BE DESIGNED AND CERTIFIED BY A MONTANA REGISTERED PROFESSIONAL ENGINEER, RETAINED BY THE CONTRACTOR, IN ACCORDANCE WITH APPLICABLE PROJECT AND CODE REQUIREMENTS. SUBMIT AS A SHOP DRAWING FOR REVIEW AND APPROVAL BY THE ENGINEER. COORDINATE LOCATION, SIZE AND EMBEDMENT PRIOR TO CASTING CONCRETE. EMBEDMENTS SHOWN SHALL BE CONSIDERED MINIMUMS REGARDLESS OF POSSIBLE CALCULATIONS INDICATING LESSER REQUIREMENTS. C8. CONTINUOUS WATERSTOP SHALL BE INSTALLED IN JOINTS SUBJECT TO STATIC WATER PRESSURE AND WHERE SHOWN ON THE DRAWINGS. PVC WATERSTOP REQUIRED, UNLESS NOTED OTHERWISE OR APPROVED IN WRITING. PROVIDE SHOP FABRICATED JOINTS, CORNERS, AND INTERSECTIONS PER STANDARD DETAILS. C9. ABSOLUTELY NO WELDING OF REINFORCING BARS OR TORCHING TO BEND REINFORCING BARS SHALL BE ALLOWED. M3. GROUT FOR FILLING MASONRY CAVITIES TO BE COARSE GROUT UNO, MAXIMUM COARSE AGGREGATE SIZE IS 3/8 INCH. M4. GROUT POURS SHALL NOT EXCEED 4 FEET IN HEIGHT UNLESS CLEANOUTS ARE PROVIDED IN THE BOTTOM COURSE OF THE CELL(S) TO BE GROUTED AND WRITTEN PERMISSION IS OBTAINED FOR HIGH LIFT GROUTING. M5. REINFORCING STEEL : ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60, DEFORMED. M6. LAP SPLICES : LAP SPLICES OF MASONRY REINFORCING SHALL BE PER STANDARD STRUCTURAL DETAILS. M7. RESTRICTED BAR ANCHORAGE : IN CASES WHERE REINFORCING BARS CANNOT BE EXTENDED AS FAR AS REQUIRED, THE BARS SHALL EXTEND AS FAR AS POSSIBLE AND END IN STANDARD HOOK. SHOW ON SHOP DRAWINGS AND HIGHLIGHT WITH A BOX TO BRING TO ENGINEER'S ATTENTION. M8. ANCHOR BOLTS : ALL EXPANSION AND ADHESIVE ANCHORS SHALL HAVE AN ICC REPORT SHOWING EQUIVALENT LOAD CAPACITY. SUBMIT AND INSTALL PER THE ICC EVALUATION REPORT. M9. IF BOND BEAMS AT INTERSECTING WALLS ARE SHOWN ON THE DRAWINGS TO MEET AT DIFFERENT ELEVATIONS, EXTEND REINFORCING OF BOTH BOND BEAMS AROUND INTERSECTING CORNER NOT LESS THAN 4 FEET IN EACH DIRECTION. M10. LINTEL BLOCKS SHALL NOT BE USED AS BOND BEAM BLOCKS EXCEPT AT OPENINGS WHERE BOND BEAMS AND LINTELS COINCIDE. M11. GROUT ALL REINFORCED CELLS. GROUT PLACEMENT SHALL CONFORM WITH THE REQUIREMENTS OF CHAPTER 21 OF THE 2012 IBC. STEEL S1. DESIGN STRENGTHS : WIDE FLANGE AND TEES: Fy=50 KSI PIPES: Fy=35 KSI STAINLESS STEEL Fy=33 KSI HSS SECTIONS Fy=46 KSI ALL OTHER PLATES AND SHAPES: Fy=36 KSI S2. DIMENSIONS : TO CENTERLINES OF COLUMNS AND BEAMS, TOP SURFACES OF BEAMS AND TUBES AND BACKS OF CHANNELS AND ANGLES UNO. S3. ELEVATIONS : TOP OF STEEL REFERS TO TOP SURFACE OF MEMBER OR FLANGE UNO. S4. WHEN FILLET WELD SIZE IS NOT INDICATED, PROVIDE MAXIMUM WELD SIZE BASED ON MATERIAL THICKNESS IN ACCORDANCE WITH AISC SPECIFICATIONS. STEEL DECK SD1. THE DESIGN, FABRICATION, AND ERECTION OF METAL DECKING SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE SDI SPECIFICATIONS AND THE SDI DIAPHRAGM MANUAL SD2. STEEL ROOF DECK IS AS SHOWN ON THE PLANS AND SHALL BE DESIGNED FOR THE DEAD AND LIVE LOADS INDICATED ON THE DRAWINGS. SD3. STEEL ROOF DECK IS TO BE A STRUCTURAL DIAPHRAGM AND SHALL BE CONNECTED TO THE STRUCTURE AS INDICATED IN THE SPECIFICATIONS. SD4. THE DRAWINGS INDICATE DECK SPAN DIRECTION. SD5. SUSPENDED CEILINGS, LIGHT FIXTURES, DUCTS, AND OTHER UTILITIES SHALL NOT BE SUPPORTED FROM THE STEEL ROOF DECK, UNLESS THE SUPPORTED ELEMENT COMPLIES WITH REQUIREMENTS STEEL BAR JOISTS SJ1. STEEL JOIST DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS BY THE STEEL JOIST INSTITUTE. SJ2. STEEL JOISTS ARE SIZED AS SHOWN ON THE DRAWINGS AND SHALL BE DESIGNED FOR THE LOADINGS INDICATED ON THE DRAWINGS BY THE MANUFACTURER'S PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF MONTANA WHOSE SEALED CALCULATIONS AND DRAWINGS SHALL BE SUBMITTED AND APPROVED PRIOR TO MANUFACTURE. SJ3. STEEL JOISTS AND BRIDGING SHALL BE DESIGNED BY THE MANUFACTURER'S PROFESSIONAL ENGINEER TO RESIST THE LOADS INDICATED ON THE DRAWINGS. SJ4. CONCENTRATED LOADS SHALL BE LOCATED WITHIN 4 INCHES OF A PANEL POINT OR SPECIAL REINFORCEMENT MUST BE ADDED PER STANDARD DETAILS. SJ5. JOIST BRIDGING SHALL BE DESIGNED BY THE STEEL JOIST MANUFACTURER. SJ6. ADJUST JOIST BRIDGING DESIGN AND DETAILING WHERE MECHANICAL DUCTS OR OTHER OBSTRUCTIONS RUN BETWEEN THE JOISTS. SEE STANDARD DETAILS. SJ7. AT COMPLETION OF MANUFACTURE, THE STEEL JOIST MANUFACTURER SHALL SUBMIT A CERTIFICATE OF COMPLIANCE PER SECTION 2207.5 OF THE 2012 IBC. G6. SOILS REPORT THE FOLLOWING NON-CONTRACTUAL GEOTECHNICAL REPORT WAS DEVELOPED FOR THIS PROJECT AND IS THE BASIS OF THIS STRUCTURAL DESIGN: GEOTECHNICAL FIRM NAME: TERRACON ADDRESS: 2110 OVERLAND AVE, SUITE 124, BILLINGS, MONTANA 59102 REPORT NUMBER: 26185044 REPORT DATE: AUGUST 16, 2019 a. ALLOWABLE [NET] SOIL BEARING =4000 PSF b. AT-REST LATERAL EARTH PRESSURE = 55 PCF (DRAINED), 90 PCF (UNDRAINED) c. ACTIVE LATERAL EARTH PRESSURE = 35 PCF (DRAINED), 80 PCF (UNDRAINED) d. PASSIVE LATERAL EARTH PRESSURE = 460 PCF (DRAINED), 295 PCF (UNDRAINED) e. SEISMIC AT-REST LATERAL EARTH PRESSURE = 40 PCF (ASSUMED) f. g. h. HYDRODYNAMIC EQUIVALENT FLUID PRESSURE = 10 PCF (ASSUMED) SUBGRADE MODULUS = 225 PCI COEFFICIENT OF FRICTION = 0.7 G7. DIMENSIONS STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO MECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. G8. PROVISIONS FOR EQUIPMENT MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES, AND REVEALS NOT SHOWN ON THE STRUCTURAL DRAWINGS BUT REQUIRED BY OTHER CONTRACT DOCUMENTS SHALL BE PROVIDED PRIOR TO CASTING CONCRETE. G9. CONSTRUCTION JOINTS UNLESS SHOWN ON DRAWINGS, LOCATION OF ALL CONSTRUCTION JOINTS SHALL HAVE THE APPROVAL OF THE ENGINEER. SEE NOTE C10 ON THIS SHEET FOR ADDITIONAL INFORMATION. G10. SPECIAL INSPECTIONS SPECIAL INSPECTIONS ARE REQUIRED IN ACCORDANCE WITH CHAPTER 1 AND CHAPTER 17 OF THE IBC. PAYMENT FOR THESE INSPECTIONS IS NOT THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE FOR FULL ACCESS TO THE WORK BY THE SPECIAL INSPECTOR AND SHALL PROVIDE FOR THESE INSPECTIONS IN THE CONSTRUCTION SCHEDULE IN ACCORDANCE WITH THE SPECIFICATIONS. A STATEMENT OF CONTRACTOR RESPONSIBILITY SHALL BE SUBMITTED PRIOR TO ANY WORK THAT REQUIRES SPECIAL INSPECTION. SEE NOTE 4 ON SHEET 00S002. CONTRACTOR STATEMENT OF RESPONSIBILITY FOR SPECIAL INSPECTION CONFORMING TO THE REQUIREMENTS OF IBC SECTION 1704 SHALL BE SUBMITTED FOR APPROVAL. SPECIAL INSPECTIONS ARE REQUIRED FOR THE ITEMS OF WORK LISTED IN THE SCHEDULES ON SHEET 00S002. SEE SPECIFICATION SECTION 01 45 33 FOR G11. STANDARD DETAILS THE STANDARD DETAILS DEPICT TYPICAL DETAILING TO BE USED ON THIS PROJECT. IF CONDITIONS ARE NOT EXPLICITLY SHOWN ON THE DRAWINGS THEY SHALL BE MADE SIMILAR TO THE STANDARD DETAILS. OBTAIN APPROVAL OF ENGINEER IN WRITING FOR SIMILAR CONDITIONS PRIOR TO CONSTRUCTION. G12. EQUIPMENT CONTRACTOR TO SUBMIT FOR REVIEW ALL EQUIPMENT SIZES, OPERATING WEIGHTS, VIBRATION FORCES, SUPPORT LOCATIONS, ALONG WITH ANY FLOOR OPENINGS, NOTCHES, AND RECESSES REQUIRED BY SUCH EQUIPMENT. CONCRETE SUPPORT PADS AND/OR FRAMING REQUIRED TO SUPPORT SAID EQUIPMENT SHALL NOT BE FABRICATED AND PLACED UNTIL THE CONCRETE SUPPORT PADS AND/OR FRAMING IS APPROVED TO SUPPORT THE EQUIPMENT. G13. CONFLICTS IF THERE ARE CONFLICTS IN THE CONTRACT DOCUMENTS, THE MOST STRINGENT REQUIREMENTS SHALL CONTROL FOR BID PURPOSES. SUBMIT QUESTIONS IN WRITING TO ENGINEER FOR CLARIFICATION PRIOR TO CONSTRUCTION. GENERAL STRUCTURAL NOTES (GSN) GENERAL STRUCTURAL NOTES (GSN) (CONTINUED) GENERAL STRUCTURAL NOTES (GSN) (CONTINUED) GENERAL STRUCTURAL NOTES (GSN) (CONTINUED) POST INSTALLED ANCHORS PA1. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONTRACT DRAWINGS OR WHERE APPROVED IN WRITING BY THE ENGINEER. ALL ANCHOR INSTALLATIONS, INCLUDING CAST-IN-PLACE ANCHORS REQUIRE SPECIAL INSPECTION PER THE 2012 IBC AND PER THIS PROJECT'S REQUIREMENTS. PA2. CARE SHALL BE TAKEN IN PLACING POST-INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REINFORCING. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII) AND ICC REPORTS. PA3. SPECIAL INSPECTION SHALL BE PROVIDED BY THE OWNER OR HIS DESIGNATED REPRESENTATIVE FOR ALL CAST-IN-PLACE, ADHESIVE AND MECHANICAL ANCHOR INSTALLATIONS AS REQUIRED BY THE BUILDING CODE AND ICC REPORTS. INDEPENDENT ON-SITE PROOF LOAD TESTING, PAID FOR BY THE CONTRACTOR, SHALL BE PERFORMED IN THE PRESENCE OF THE SPECIAL INSPECTOR FOR ALL ANCHORS INSTALLED WITHOUT REQUIRED LEVELS OF SPECIAL INSPECTION. PA4. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED, SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER ALONG WITH CALCULATIONS THAT ARE PREPARED AND SEALED BY A MONTANA REGISTERED PROFESSIONAL ENGINEER. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERTINENT EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE. PRODUCT ICC-ES REPORTS SHALL BE INCLUDED WITH THE SUBMITTAL PACKAGE. PA5. UNLESS NOTED OTHERWISE ON PLANS, ACCEPTABLE POST-INSTALLED CONCRETE ANCHOR PRODUCTS SHALL BE ADHESIVE ANCHORS FOR USE IN CRACKED CONCRETE AND SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC30. SEE SPECIFICATION SECTION 03 15 19 FOR LIST OF APPROVED ADHESIVE ANCHORS. DEFERRED SUBMITTALS DS1. DEFERRED SUBMITTALS ARE THOSE PORTIONS OF THE DESIGN WHICH ARE NOT SUBMITTED AT THE TIME OF PERMIT APPLICATION AND WHICH ARE TO BE SUBMITTED TO THE PERMITTING AGENCY FOR ACCEPTANCE PRIOR TO INSTALLATION OF THAT PORTION OF THE WORK. DS2. THE FOLLOWING IS A LIST OF DEFERRED SUBMITTALS PER IBC SECTION 107.3.4.1 THAT ARE EXPECTED TO CONTAIN STRUCTURAL CALCULATIONS OR SAFETY RELATED SYSTEM INFORMATION FOR REVIEW TO MEET BUILDING PERMITTING REQUIREMENTS FOR DESIGNED SYSTEMS. PRIOR TO INSTALLATION OF THE INDICATED STRUCTURAL ELEMENT, EQUIPMENT, DISTRIBUTION SYSTEM, OR COMPONENT OR ITS ANCHORAGE, THE CONTRACTOR SHALL SUBMIT THE REQUIRED CALCULATIONS AND SUPPORTING DATA AND DRAWINGS FOR REVIEW AND ACCEPTANCE BY THE ENGINEER. ADDITIONALLY, ACCEPTANCE INDICATED ON THE ENGINEER'S COMMENT FORM, ALONG WITH THE COMPLETED, FINAL SUBMITTAL SHALL THEN BE FILED BY THE CONTRACTOR AND ACKNOWLEDGED AS ACCEPTED BY THE PERMITTING AGENCY PRIOR TO INSTALLATION OF THESE ITEMS. ALL CALCULATIONS AND DRAWINGS SUBMITTED BY THE CONTRACTOR SHALL BE PREPARED MASONRY M1. MASONRY CONSTRUCTION SHALL CONFORM TO CHAPTER 21 OF THE 2012 IBC. QUALITY ASSURANCE SHALL BE LEVEL B PER ACI 530-11, TABLE 1.19.2. M2. DESIGN STRENGTHS : MINIMUM COMPRESSIVE STRENGTH OF CMU = 1900 PSI MORTAR MINIMUM COMPRESSIVE STRENGTH = 1800 PSI GROUT MINIMUM COMPRESSIVE STRENGTH = 2000 PSI f'm = 1500 PSI fy =60,000 PSI ZONE 1 2 3 4 5 POSITIVE (+) 20 20 22 34 34 NEGATIVE (-)-44 -47 -54 -36 -38 CONCRETE (CONTINUED) C10. CONTRACTOR SHALL SUBMIT A CONCRETE PLACEMENT PLAN PER SPECIFICATION 03 31 31 IDENTIFYING JOINT TYPES, JOINT LOCATIONS AND CONCRETE PLACEMENT SEQUENCE. C11. ALL CAST IN PLACE AND POST-INSTALLED ANCHORS INDICATED IN THE STRUCTURAL DOCUMENTS SHALL COMPLY WITH APPENDIX D OF ACI 318 AND CHAPTER 19 OF THE IBC. ALL EXPANSION AND ADHESIVE ANCHORS SHALL HAVE AN ICC REPORT SHOWING EQUIVALENT LOAD CAPACITY. SUBMIT AND INSTALL PER THE ICC EVALUATION REPORT. GENERAL (CONTINUED) DEFERRED SUBMITTALS SPECIFICATION SECTION ITEM 03 41 33 PRECAST AND PRESTRESSED CONCRETE 05 21 00 STEEL JOISTS 05 50 00 METAL FABRICATIONS 23 05 48 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND EQUIPMENT 40 05 07 PIPE SUPPORT SYSTEMS OTHER ANY EQUIPMENT OR COMPONENT IN WHICH A TECHNICAL SPECIFICATION REQUIRES SUBMITTAL OF EQUIPMENT OR ANCHORAGE SYSTEM CALCULATIONS. STEEL (CONTINUED) S5. ALL BOLTED STRUCTURAL CONNECTIONS ARE BEARING TYPE CONNECTIONS UNLESS OTHERWISE SPECIFIED TO BE SLIP-CRITICAL. PROVIDE LOAD INDICATING WASHERS AT SLIP-CRITICAL CONNECTIONS. S6. CONFORM TO AISC 360, STEEL CONSTRUCTION MANUAL AND AISC 341, SEISMIC DESIGN MANUAL. 26 05 48 ELECTRICAL SEISMIC RESTRAINT SYSTEMS OF HANGING LOADS, AS OUTLINED BELOW. GUIDELINES FOR HANGING LOADS AT STEEL ROOF DECK: 1. NO LOAD LARGER THAN 15 POUNDS SHALL DIRECTLY HANG FROM STEEL ROOF DECK. 2. CONTRACTOR TO PROVIDE SUPPLEMENTARY STRUCTURAL ELEMENTS, AS REQUIRED, TO HANG LOADS FROM ROOF STRUCTURE IN SUCH A WAY THAT AVERAGE HANGING LOADS DO NOT EXCEED 5 PSF. HANGING LOADS TO BE BRACED FOR SEISMIC LOADS PER SPECIFICATIONS. 3. ALL DIAGONAL BRACING FOR HANGING PIPES, DUCTS, AND OTHER UTILITIES SHALL BE CONNECTED TO TOP CHORD OF JOISTS AND SHALL NOT BE DIRECTLY CONNECTED TO THE STEEL ROOF DECK. 3. SUPERIMPOSED DEAD LOAD AT BUILDING ROOF: 5 PSF ADDITIONAL REQUIREMENTS ASSOCIATED WITH SPECIAL INSPECTIONS. AND SEALED AND SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF MONTANA. NONE PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 STRUCTURAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS R: \ d 1 1 1 7 6 9 5 \ 1 0 1 5 6 4 2 3 _ 0 0 S . r v t 9/ 2 8 / 2 0 2 1 1 0 : 2 5 : 3 5 A M 00S001 10156423 C. REVIS 10156423_00S.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station GENERAL STRUCTURAL NOTES TESTING AND INSPECTION FOR QUALITY ASSURANCE: 1. THE BUILDING CODE (2012 IBC AND MODIFICATIONS PER THE ADMINISTRATION RULES OF THE STATE OF MONTANA) SECTION 1704.1 REQUIRES THAT QUALIFIED SPECIAL INSPECTORS, WHO ARE CONTRACTUALLY INDEPENDENT OF THE CONTRACTOR AND ARE APPROVED BY THE BUILDING OFFICIAL, PERFORM ALL SPECIAL INSPECTION DUTIES AND RESPONSIBILITIES AS REQUIRED BY THE BUILDING CODE. 2. THE SCHEDULES ON THIS SHEET CONTAIN A LIST OF SPECIAL INSPECTION ACTIVITIES RELATED TO THE QUALITY ASSURANCE PLAN REQUIRED BY THE BUILDING CODE (CHAPTER 17) FOR THE FABRICATION, ERECTION AND CONSTRUCTION OF THE STRUCTURAL SYSTEMS AS SHOWN ON THE CONTRACT DOCUMENTS FOR THE PROJECT. ALL INSPECTORS SHALL BE QUALIFIED BY TRAINING AND EXPERIENCE FOR THE REQUIRED INSPECTIONS AND TEST PROCEDURES. REFER TO BUILDING CODE CHAPTER 17 "STRUCTURAL TESTS AND SPECIAL INSPECTIONS" FOR SPECIFIC TEST PROCEDURES. 3. TESTING AND INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM. REPORTS SHALL BE DISTRIBUTED TO THE OWNER, CONTRACTOR, BUILDING OFFICIAL (IF REQUESTED), AND THE ARCHITECT FOR THEIR REVIEW, COMMENT, AND ACTION, AS NEEDED. 4. THE CONTRACTOR SHALL SUBMIT A STATEMENT OF RESPONSIBILITY CONTAINING THE FOLLOWING: a.ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. b.ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL. c.PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND THE DISTRIBUTION OF THE REPORTS. d.IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION. 5. SPECIAL INSPECTION FOR STAINLESS STEEL CONSTRUCTION SHALL BE SIMILAR TO THOSE REQUIRED FOR STRUCTURAL STEEL CONSTRUCTION. SCHEDULE OF SPECIAL INSPECTION SERVICES INSPECTION ITEM REQUIRED FREQUENCY CODE REFERENCE REMARKS CONTINUOUS PERIODIC GENERAL STRUCTURAL OBSERVATIONS CONDUCT DAILY VISUAL OBSERVATION OF THE STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO THE CONSTRUCTION DOCUMENTS. PREPARE WEEKLY REPORT OF OBSERVATIONS DESCRIBING WORK PROGRESS AND NON-CONFORMING ITEMS. -X SOIL & EARTHWORK TABLE 1705.6 VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. - X VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. - X PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. - X VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. X - PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. - X CONCRETE AND REINFORCING STEEL TABLE 1705.3 INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS, AND PLACEMENT. - X ACI 318: 3.5, 7.1-7.7 INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN IS USED. X -ACI 318: 8.1.3, 21.2.8 INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE. - X ACI 318: 3.8.6, 8.1.3, 21.2.8 POST INSTALLED ANCHORS REQUIRE CONTINUOUS SPECIAL INSPECTION DURING INSTALLATION VERIFYING USE OF REQUIRED DESIGN MIX. - X ACI 318: CH. 4, 5.2 - 5.4 AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE TEMPERATURE OF THE CONCRETE. X - ASTM C172 ASTM C31 ACI 318: 5.6, 5.8 INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. X -ACI 318: 5.9, 5.10 INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. - X ACI 318: 5.11 - 5.13 VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. - X ACI 318: 6.2 INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. - X ACI 318: 6.1.1 STRUCTURAL STEEL SPECIAL INSPECTIONS FOR STRUCTURAL STEEL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION N OF AISC 360-10. STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL TABLE 1705.2.2 MATERIAL VERIFICATION OF COLD-FORMED STEEL DECK: IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. - X APPLICABLE ASTM MATERIAL STANDARDS MATERIAL VERIFICATION OF COLD-FORMED STEEL DECK: MANUFACTURER'S CERTIFIED TEST REPORTS. - X SCHEDULE OF SPECIAL INSPECTION SERVICES (CONT.) INSPECTION ITEM REQUIRED FREQUENCY CODE REFERENCE REMARKS CONTINUOUS PERIODIC INSPECTION OF WELDING OF COLD-FORMED STEEL FLOOR AND ROOF DECK WELDS -X AWS D1.3 MASONRY CONSTRUCTION (LEVEL B) TMS 402/ACI 530/ASCE-5 TABLE 1.19.2 MINIMUM TESTS VERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED TO THE SITE FOR SELF-CONSOLIDATING GROUT - - TMS 602/ACI 530.1/ASCE-6 ART. 1.5B.1.b.3 VERIFICATION OF f'm PRIOR TO CONSTRUCTION - - TMS 602/ACI 530.1/ASCE-6 ART. 1.4B MINIMUM INSPECTIONS 1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS. -X TMS 602/ACI 530.1/ASCE-6 ART. 1.5 2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: a. PROPORTIONS OF SITE-PREPARED MORTAR - X TMS 602/ACI 530.1/ASCE-6 ART. 2.1, 2.6A b. CONSTRUCTION OF MORTAR JOINTS - X TMS 602/ACI 530.1/ASCE-6 ART. 3.3B c. GRADE AND SIZE OF ANCHORAGES. - X TMS 602/ACI 530.1/ASCE-6 ART. 2.4B, 2.4H d. LOCATION OF REINFORCEMENT, CONNECTORS, AND ANCHORAGES. - X TMS 602/ACI 530.1/ASCE-6 ART. 3.4, 3.6A 3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: a. GROUT SPACE. - X TMS 602/ACI 530.1/ASCE-6 ART. 3.2D, 3.2F b. GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS. - X TMS 402/ACI 530/ASCE-5 ART. 1.16, TMS 602/ACI 530.1/ASCE-6 ART. 2.4, 3.4 c. PLACEMENT OF REINFORCEMENT, CONNECTORS, AND ANCHORAGES. - X TMS 402/ACI 530/ASCE-5 ART. 1.16, TMS 602/ACI 530.1/ASCE-6 ART. 3.3F POST INSTALLED ANCHORS REQUIRE CONTINUOUS SPECIAL INSPECTION DURING INSTALLATION d. PROPORTIONS OF SITE-PREPARED GROUT - X TMS 602/ACI 530.1/ASCE-6 ART. 2.6B, 2.4G.1.b e. CONSTRUCTION OF MORTAR JOINTS - X TMS 602/ACI 530.1/ASCE-6 ART. 3.3B 4. VERIFY DURING CONSTRUCTION. a. SIZE AND LOCATION OF STRUCTURAL ELEMENTS - X TMS 602/ACI 530.1/ASCE-6 ART. 3.3F b. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION. - X TMS 402/ACI 530/ASCE-5 SEC. 1.16.4.3, 1.17.1 c. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40° F) OR HOT WEATHER (TEMPERATURE ABOVE 90° F) - X TMS 602/ACI 530.1/ASCE-6 ART. 1.8C, 1.8D d. PLACEMENT OF GROUT. X - TMS 602/ACI 530.1/ASCE-6 ART. 3.5, 3.6C e. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/OR PRISMS. - X TMS 602/ACI 530.1/ASCE-6 ART. 1.4B.2.a.3, 1.4B.2.b.3, 1.4B.2.c.3, 1.4B.3, 1.4B.4 SCHEDULE OF SPECIAL INSPECTION SERVICES (CONT.) INSPECTION ITEM REQUIRED FREQUENCY CODE REFERENCE REMARKS CONTINUOUS PERIODIC SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE PERFORM OBSERVATIONS, INSPECTIONS AND TESTING FOR SEISMIC FORCE RESISTING SYSTEMS AS DESCRIBED IN THE ITEMS ABOVE. X - OBSERVE AND VERIFY ANCHORAGES FOR HVAC DUCTWORK, MECHANICAL UNITS, AND PIPING SYSTEMS. - X OBSERVE AND VERIFY ANCHORAGES FOR ELECTRICAL EQUIPMENT USED FOR EMERGENCY OR STAND-BY SYSTEMS. - X INSPECT ROOF DECK CONNECTIONS - X IBC SECTION 1705.11 6. SEE SPECIFICATION SECTION 01 45 33 FOR ADDITIONAL REQUIREMENTS. NONE PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 STRUCTURAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS R: \ d 1 1 1 7 6 9 5 \ 1 0 1 5 6 4 2 3 _ 0 0 S . r v t 9/ 2 8 / 2 0 2 1 1 0 : 2 5 : 3 6 A M 00S002 10156423 C. REVIS 10156423_00S.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station SPECIAL INSPECTION SCHEDULE HVAC SYMBOLOGY AIR FLOW SCHEMATIC AND TEMPERATURE CONTROL DIAGRAM SYMBOLOGY R OR D R OR D SD SD TRANSITION - ONE SIDED TRANSITION - DOUBLE SIDED 24x18 18" 18x24 VD, BDD SUPPLY AIR OR OUTSIDE AIR DUCT UP (SECTION CUT, FIRST DIMENSION DUCT WIDTH) RETURN AIR DUCT UP (SECTION CUT) SUPPLY AIR OR OUTSIDE AIR DUCT DOWN (NO SECTION CUT) RETURN AIR DUCT DOWN (NO SECTION CUT) TRANSITION - RECTANGULAR TO ROUND DUCT STANDARD BRANCH - FOR SUPPLY AIR W/ EXTRACTOR AND RETURN AIR W/O EXTRACTOR RECTANGULAR DUCT OR OPENING SIZE FIRST NUMBER INDICATES SIZE OF SIDE SHOWN RECTANGULAR DUCT INCLINE - RISE OR DROP IN RESPECT TO THE AIR FLOW ROUND DUCT SIZE SPLITTER DAMPER ROUND DUCT INCLINE - RISE OR DROP IN RESPECT TO THE AIR FLOW PRESSURE/TEMPERATURE TEST PLUG (PETE PLUG OR EQUAL) VD = VOLUME DAMPER BDD = BACKDRAFT DAMPER ELBOW - W/TURNING VANES (RECTANGULAR), SMOOTH RADIUS ELBOW - W/TURNING VANE (RECTANGULAR) EXHAUST AIR DUCT UP (NO SECTION CUT) EXHAUST AIR DUCT DOWN (NO SECTION CUT) ROUND ELBOW UP ROUND ELBOW DOWN FIRE DAMPER SMOKE DAMPER SMOKE AND FIRE DAMPER MOTOR OPERATED DAMPER M DUCT ELEVATION TAG ABOVE FINISH FLOOR 18x10 HIDDEN DUCT 18x24 T 9'-10" B 9'-0" ZD = ZONE DAMPER FIRE DAMPER FLEXIBLE CONNECTION FLEXIBLE DUCT - TWO LINE UC 3/4" SIZE CFM UNDERCUT DOOR 3/4" WALL LOUVER ACCESS DOOR AD PLAN SUPPLY AIR REGISTER OR GRILLE - W/ DUCT-MOUNTED EXTRACTOR EXHAUST AIR OR RETURN AIR REGISTER OR GRILLE EXHAUST AIR OR RETURN AIR REGISTER OR GRILLE SUPPLY AIR ASSEMBLY SQUARE DIFFUSER SUPPLY AIR ASSEMBLY ROUND DIFFUSER ACOUSTICAL LINING - DUCT DIMENSIONS FOR NET FREE AREA ACCESS DOOR OR ACCESS PANEL IN DUCTWORK AD FLEXIBLE DUCT - ONE LINE SMOKE DAMPER SMOKE AND FIRE DAMPER SIZE CFM SIZE CFM SIZE CFM SIZE CFM AD SECTION FRZ ΔP S T M ELECT GAS AI AO DI DO CT COMM VFD DX HP M T H CO NO2 S NG FB C EH C D X H C VAV C C H C EP R VFD H C CAV EF CO 2 SF DIRECT EVAPORATIV E COOLER DIRECT EXPANSION COOLING COIL CONSTANT AIR VOLUME BOX WITH REHEAT COIL VARIABLE AIR VOLUME BOX WITH REHEAT COIL HOT WATER HEATING COIL CHILLED WATER COOLING COIL ELECTRIC HEATING COIL VFD (VARIABLE FREQUENCY DRIVE) GAS-FIRED DUCT FURNACE FREEZE STAT FILTER SENSOR GRAVITY DAMPER CO2 SENSOR GAS ELECTRIC ANALOG INPUT ANALOG OUTPUT DIGITAL INPUT DIGITAL OUTPUT COMMUNICATION VARIABLE FREQUENCY DRIVE MOTOR STARTER DIRECT EXPANSION MOTOR THERMOSTAT HUMIDISTAT SMOKE DETECTOR CARBON MONOXIDE SENSOR NITROGEN DIOXIDE SENSOR CURRENT TRANSMITTER NATURAL GAS DETECTOR FACE & BYPASS COIL DIRECT EXPANSION HEAT PUMP EXHAUST FAN MOTORIZED OPPOSED BLADE DAMPER SMOKE/DUCT DETECTOR TEMPERATURE SENSOR SUPPLY FAN LOUVER PIPING FITTINGS UNION CONCENTRIC REDUCER ECCENTRIC REDUCER ELBOW, 90° TURN DOWN ELBOW, 90° TURN UP TEE, OUTLET UP TEE, OUTLET DOWN TEE, OUTLET UP W/ 90° TURN TEE, OUTLET DOWN W/ 90° TURN PIPE BREAK CAP BLIND FLANGE FLOW ARROW M S PIPING VALVES GLOBE VALVE HOSE VALVE WITH CAP BUTTERFLY VALVE CHECK VALVE CALIBRATED BALANCING VALVE PLUG VALVE SOLENOID VALVE PRESSURE REDUCING VALVE (PRV) AUTOMATIC CONTROL VALVE, 2-WAY AUTOMATIC CONTROL VALVE, 3-WAY CIRCUIT SETTER BALANCING VALVE DOUBLE CHECK VALVE BACKFLOW PREVENTOR SAFETY OR PRESSURE RELIEF, STRAIGHT THROUGH VALVE SAFETY OR PRESSURE RELIEF, ANGLE VALVE PT T A PG PA PIPING SPECIALTIES PIPE ANCHOR PIPE GUIDE EXPANSION JOINT VENTURI PRESSURE/TEMPERATURE PORT THERMOMETER PRESSURE GAGE TEMPERATURE GAGE FLEXIBLE PIPE CONNECTION STRAINER BLIND FLANGE MANUAL AIR VENT THERMOWELL AUTOMATIC AIR VENT ISOLATION VALVE (SEE SPECIFICATIONS FOR TYPE) F T CT P M FM TS TC ΔP SCHEMATIC SYMBOLS FLOW SWITCH PRESSURE SENSOR CURRENT TRANSMITTER TEMPERATURE TRANSMITTER FLOW METER FLOW LIMITER TEMPERATURE SWITCH TEMPERATURE CONTROLLER DIFFERENTIAL PRESSURE SENSOR MOTOR ACTUATOR FLOW MEASURING & BALANCING VALVE W/ 100% SHUT OFF HOSE BIBB WALL HYDRANT WATER OR GAS METER CLEAN OUT DOUBLE GRADE CLEANOUT M HB-X WH-X CO GCO PLUMBING PIPING POTABLE DOMESTIC COLD WATER (PWC) POTABLE DOMESTIC HOT WATER (PWH) POTABLE DOMESTIC WATER RECIRCULATING (PWHR) NON POTABLE WATER (NPW) SANITARY SEWER BELOW GRADE (SAN) SANITARY SEWER ABOVE GRADE (SAN) SANITARY VENT (V) STORM DRAIN ABOVE GRADE (SD) STORM DRAIN BELOW GRADE (SD) OVERFLOW STORM DRAIN ABOVE GRADE (OD) PRESSURE DRAINAGE (PDP) OVERFLOW STORM DRAIN BELOW GRADE (OD) COMPRESSED AIR (A) NATURAL GAS (G) BALL VALVE (PLUMBING) 1. WETWELL DUTY PUMPS NUMBER OF UNITS: 2 (INITIALLY INSTALLED) TYPE: SUBMERSIBLE NON-CLOG CENTRIFUGAL MAX FLOW RATE: 3,000 GPM AT 95 FT OF HEAD MIN FLOW RATE: 1,800 GPM AT 45 FT OF HEAD 2. WETWELL JOCKEY PUMPS NUMBER OF UNITS: 1 (INITIALLY INSTALLED) TYPE: SUBMERSIBLE NON-CLOG CENTRIFUGAL MAX FLOW RATE: 2,000 GPM AT 45 FT OF HEAD MIN FLOW RATE: 600 GPM AT 35 FT OF HEAD 3. FLOW METERING UNITS NUMBER OF UNITS: 2 TYPE: MAGNETIC FLOW ELEMENT CAPACITY (EA): 0-10,000 GPM 4. INFLUENT FLOWS AVERAGE DESIGN FLOWS: 5,600 GPM PEAK DESIGN FLOWS: 10,400 GPM LIFT STATION DESIGN CRITERIA NONE PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 GENERAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS R: \ d 1 1 1 7 6 6 3 \ 1 0 1 5 6 4 2 3 _ 0 0 G . r v t 9/ 2 8 / 2 0 2 1 1 0 : 4 7 : 4 9 A M 00M001 10156423 C. REVIS 10156423_00G.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station MECHANICAL LEGEND AND DESIGN CRITERIA ONE-LINE, POWER, AND LIGHTING SYMBOLOGY S XXX J 100 KVA SPD WH DMP LP100 208/120V 3 , 4W ATS B CDCD CA B CA 7 1/2 HP G 52 GFP CB CONDUIT RUN BETWEEN DEVICES CONCEALED IN NON-ARCHITECTURALLY FINISHED AREAS OR UNDER FLOOR SLAB. CONDUIT AND CONDUCTOR SIZES SHALL BE THE SAME AS THE HOMERUN FOR THE CIRCUIT. CURRENT TRANSFORMER (CT) VOLTAGE TRANSFORMER (VT, PT, OR CPT) UTILITY WATT-HOUR METER PER UTILITY REQUIREMENTS GROUND LIGHTNING ARRESTER DIGITAL METERING PACKAGE LOW VOLTAGE SURGE PROTECTIVE DEVICE & CONTROL PANEL WITH DISCONNECT SWITCH INTEGRAL OR PROVIDED WITH ASSOCIATED EQUIPMENT MOTOR/LOAD CONTROLLER AND SEPARATELY MOUNTED MOTOR/LOAD CONTROLLER WITH SHORT CIRCUIT PROTECTION AND DISCONNECT & TWO RECEPTACLES IN 2-GANG BOX UNDER COMMON COVER PLATE X Y PLUG-IN RECEPTACLE STRIP, QUANTITY AND SPACING OF RECEPTACLES AS NOTED OR SPECIFIED SWITCHBOARD OR PANELBOARD; NAME, VOLTAGE, PHASE, NUMBER OF WIRES WHEN INDICATED Z CONDUIT TAG OR CIRCUIT NUMBER - WIRE AND CONDUIT SIZE AS SPECIFIED IN CIRCUIT SCHEDULE ON THE SHEETS CONDUIT STUBBED OUT AND CAPPED CIRCUIT CONTINUATION WALL MOUNTED LUMINAIRE, LAMP TYPE AS SPECIFIED, ALL OR PARTIAL EMERGENCY (INTERNAL OR EXTERNAL POWER SOURCE AS INDICATED X YZ NON-MOTOR LOAD WITH DESIGN KVA, KW, OR AMP SIMPLEX RECEPTACLE X Y Z Y X SEPARATELY MOUNTED COMBINATION MOTOR STARTER OR CONTROLLER; SEE ELECTRICAL ONE - LINE DIAGRAM OR SCHEDULE FOR DESCRIPTION NON-FUSED SWITCH, CURRENT RATING, AND NUMBER OF POLES AS NOTED (3 POLE UON) GROUND ROD GROUND CABLE Y X SPECIAL-PURPOSE RECEPTACLE AS DEFINED ON PLANS DUPLEX RECEPTACLE WALL SWITCH Y X Y X Y X SINGLE-FACED CEILING OR WALL MOUNTED EXIT LIGHT; DIRECTIONAL ARROWS (IF REQUIRED) AS INDICATED ON PLANS DOUBLE-FACED CEILING OR WALL MOUNTED EXIT LIGHT; DIRECTIONAL ARROWS (IF REQUIRED) AS INDICATED ON PLANS X Y X Y EMERGENCY LIGHT, REMOTE MOUNTED HEAD X Y EMERGENCY LIGHT, NUMBER OF ATTACHED HEADS AS SHOWN CEILING/PENDANT MOUNTED LUMINAIRE, LAMP TYPE AS SPECIFIED, ALL OR PARTIAL EMERGENCY (INTERNAL OR EXTERNAL POWER SOURCE AS INDICATED Y XZ WALL MOUNTED LUMINAIRE, LAMP TYPE AS SPECIFIED CEILING/PENDANT MOUNTED LUMINAIRE, LAMP TYPE AS SPECIFIED Y X Z WALL MOUNTED LUMINAIRE, LAMP TYPE AS SPECIFIED X YZ CEILING/PENDANT/BOLLARD MOUNTED LUMINAIRE, LAMP TYPE AS SPECIFIED X Y Z CIRCUIT HASH MARKS (WHEN INDICATED); LONG, SHORT, SINGLE DOT, AND DOUBLE DOT REPRESENT PHASE, NEUTRAL, EQUIPMENT GROUND, AND ISOLATED EQUIPMENT GROUND, RESPECTIVELY. X REPRESENTS CONDUCTOR SIZE OTHER THAN #12 IN 3/4" CONDUIT. GROUND FAULT PROTECTION CIRCUIT RUN BETWEEN DEVICES EXPOSED IN NON-ARCHITECTURALLY FINISHED AREAS; CONCEALED IN ARCHITECTURALLY FINISHED AREAS. CONDUIT AND CONDUCTOR SIZES SHALL BE THE SAME AS THE HOMERUN FOR THE CIRCUIT. HOMERUN TO SOURCE (E.G. PANELBOARD, MCC) NUMBER IN PARENTHESES REPRESENTS CONDUCTOR SIZE OTHER THAN #12 SINGLE PHASE: 2#12, 1#12G IN 3/4"C THREE PHASE: 3#12, 1#12G IN 3/4"C UNLESS OTHERWISE NOTED, CONDUCTOR SIZE IS FOR ENTIRE CIRCUIT, SOURCE TO LAST DEVICE. ALSO, SEE ONE LINE DIAGRAM FOR CIRCUIT REQUIREMENTS CONDUIT TURNING DOWN CONDUIT TURNING UP PANELBOARD (LESS THAN 250V) PANELBOARD (250V TO 600V) JUNCTION OR PULL BOX CONTROL PANEL INTEGRAL OR PROVIDED WITH ASSOCIATED EQUIPMENT IC INSTRUMENTATION/CONTROL DEVICE CONTROL STATION CS OR 3-PHASE, 4-WIRE GROUNDED WYE CONNECTION 3-PHASE, 3-WIRE DELTA CONNECTION TRANSFORMER TRANSFER SWITCH, CURRENT RATING, AND NUMBER OF POLES AS NOTED GENERATOR MOTOR WITH DESIGN HORSEPOWER (WHEN INDICATED) NON-FUSED SAFETY SWITCH, 30A, 3P, X INDICATES AMP RATING GREATER THAN 30A MEDIUM VOLTAGE CIRCUIT BREAKER FUSIBLE SWITCH, CURRENT RATING, FUSE RATING, AND QUANTITY AS NOTED (3 POLE UON) FUSED CUTOUT, CURRENT RATING, FUSE RATING, AND QUANTITY AS NOTED FUSE, RATING, AND NUMBER OF FUSES AS NOTED OR SEPARATELY MOUNTED CIRCUIT BREAKER; SEE ELECTRICAL ONE - LINE DIAGRAM OR SCHEDULE FOR DESCRIPTION MAGNETIC MOTOR STARTER AND SEPARATELY MOUNTED COMBINATION MAGNETIC MOTOR STARTER DISCONNECT OR DRAWOUT CONNECTION X Y ATS - AUTOMATIC MTS - MANUAL SUBSCRIPTS: X - INDICATES TYPE GFCI - GROUND FAULT CIRCUIT INTERRUPTER IG - ISOLATED GROUND TR - TAMPER RESISTANT PLH - PLUG LOAD HALF CONTROLLED PLD - PLUG LOAD DUAL CONTROLLED USB - USB CHARGING STATION SPD - SURGE PROTECTIVE DEVICE Y - INDICATES CIRCUIT NUMBER FROM PANELBOARD XXX OR X Y Z X YZ CEILING/PENDANT/BOLLARD MOUNTED LUMINAIRE, LAMP TYPE AS SPECIFIED, EMERGENCY (INTERNAL OR EXTERNAL POWER SOURCE AS INDICATED) WALL MOUNTED LUMINAIRE, LAMP TYPE AS SPECIFIED, EMERGENCY (INTERNAL OR EXTERNAL POWER SOURCE AS INDICATED) Y X RECESSED FLOOR MOUNTED BOX, QUANTITY AND TYPE OF RECEPTACLES AS INDICATED CORD AND PLUG CONNECTION X ELECTRICAL EQUIPMENT ENCLOSURE: SWITCHBOARD, MOTOR CONTROL CENTER, CONTROL PANEL, TRANSFORMER OR OTHER EQUIPMENT AS INDICATED. ESTIMATED SIZE AS INDICATED. WHEN USED X INDICATES EQUIPMENT TYPE. FUSED SAFETY SWITCH, 3P, X INDICATES AMP RATING GREATER THAN 30A, Y INDICATES FUSE SIZE SEPARATELY MOUNTED MOTOR STARTER OR CONTROLLER; SEE ELECTRICAL ONE-LINE DIAGRAM OR SCHEDULE FOR DESCRIPTION. Y X WALL MOUNTED FLOOD LUMINAIRE, LAMP TYPE AS SPECIFIED POLE/STANCHION MOUNTED LUMINAIRE, LAMP TYPE AS SPECIFIED POLE/STANCHION MOUNTED LUMINAIRE, LAMP TYPE AS SPECIFIED, EMERGENCY (INTERNAL OR EXTERNAL POWER SOURCE AS INDICATED POLE/STANCHION MOUNTED FLOOR LUMINAIRE, LAMP TYPE AS SPECIFIED X YZ X YZ X YZ X YZ X 20A 3P X 100AF 80AT 3P PHOTOCELL PC OSX LIGHTING CONTROL OCCUPANCY SENSOR, CEILING MOUNTED, X INDICATES SPECIFIC TYPE AS SPECIFIED TC TIME CLOCK X - INDICATES TYPE NONE 2 3 4 K P L DM MC T - - - - - - - - - - SINGLE POLE DOUBLE POLE THREE-WAY FOUR-WAY KEY SWITCH PILOT LIGHT LIGHTED HANDLE DIMMING MOMENTARY CONTACT TIMER Y - INDICATES CONTROLLING SWITCH (IF REQUIRED) X - INDICATES LUMINAIRE TYPE PER LUMINAIRE SCHEDULE Y - INDICATES CIRCUIT NUMBER FROM PANELBOARD Z - INDICATES CONTROLLING SWITCH (IF REQUIRED) NL - NIGHT LIGHT UNSWITCHED SUBSCRIPTS: LIGHTING FIXTURE SUBSCRIPTS: MOTOR STARTER AND CONTROLLER SUBSCRIPTS: A - MAGNETIC STARTER NEMA SIZE B - STARTER TYPE C - CONTROL DIAGRAM OR CONTROLS SCHEDULE NUMBER (IF REQUIRED) D - CONTROLLER TYPE NONE FVR 2S RVAT - - - - FULL VOLTAGE NON-REVERSING (FVNR) FULL VOLTAGE REVERSING TWO SPEED REDUCED VOLTAGE AUTO TRANSFORMER VFD SS CONT - - - VARIABLE FREQUENCY DRIVE SOLID STATE CONTACTOR EQUIPMENT TYPES: ATS CP MTS MCC UPS VFD SB SG T - - - - - - - - - AUTOMATIC TRANSFER SWITCH CONTROL PANEL MANUAL TRANSFER SWITCH MOTOR CONTROL CENTER UNINTERRUPTIBLE POWER SUPPLY VARIABLE FREQUENCY DRIVE SWITCHBOARD SWITCHGEAR TRANSFORMER GENERAL NOTES: MCCB ICCB LVP MCP TYPES: - - - - MOLDED CASE INSULATED CASE LOW VOLTAGE POWER MOTOR CIRCUIT PROTECTOR (RATING PER CONNECTED LOAD) LOW VOLTAGE CIRCUIT BREAKER (CB). RATING AND NO. OF POLES AS SHOWN. WHEN SPECIFIC TYPE, OTHER THAN MCCB, IS REQUIRED, X INDICATES TYPE. L S I G A TRIP UNIT: - - - - - LONG TIME PICKUP SHORT TIME PICKUP INSTANTANEOUS PICKUP GROUND FAULT PICKUP ARC ENERGY REDUCTION MODE S MANUAL MOTOR STARTER X Y OSX LIGHTING CONTROL OCCUPANCY SENSOR, WALL MOUNTED, X INDICATES SPECIFIC TYPE AS SPECIFIED SOSX OR X - INDICATES TYPE HP TE FT - - - HORSEPOWER RATED HORSEPOWER RATED WITH THERMAL ELEMENT HORSEPOWER RATED WITH FUSETRON FUSE Y - INDICATES SWITCH TYPE SUBSCRIPTS: NONE R - - TOGGLE SWITCH TYPE ROTARY SWITCH TYPE X Y X Y OR X Y CONDUIT CONNECTION TO EQUIPMENT X 1. THIS IS A STANDARD ELECTRICAL SYMBOLOGY SHEET. NOT ALL SYMBOLS MAY BE USED ON THIS PROJECT. 2. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING COMPONENTS OR TO DE-EMPHASIZE PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK. REFER TO CONTEXT OF EACH SHEET FOR USAGE. 3. SEE P&ID LEGEND SHEET FOR PROJECT SPECIFIC EQUIPMENT SYMBOLS, EQUIPMENT ABBREVIATIONS, AND PIPING SYSTEM ABBREVIATIONS. X E - ELECTRICAL M - MECHANICAL K - KEY INTERLOCK: X - INDICATES TYPE TYPES: X ROOM/AREA LIGHTING CONTROL TYPE, SEE LIGHTING CONTROL SCHEDULE FOR REQUIREMENTS (#X) (#X) AUTOMATIC TRANSFER SWITCH BYPASS ISOLATION TYPE NONE PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 GENERAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS R: \ d 1 1 1 7 6 6 3 \ 1 0 1 5 6 4 2 3 _ 0 0 G . r v t 9/ 2 8 / 2 0 2 1 1 0 : 4 7 : 4 8 A M 00E001 10156423 C. REVIS 10156423_00G.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station ELECTRICAL LEGEND 1 COMMUNICATION SYMBOLOGY WALL MOUNTED TELEPHONE OUTLET WALL MOUNTED DATA OUTLET WALL MOUNTED COMBINATION TELEPHONE AND DATA OUTLET RECESSED FLOOR MOUNTED TELEPHONE OUTLET RECESSED FLOOR MOUNTED DATA OUTLET RECESSED FLOOR MOUNTED COMBINATION TELEPHONE AND DATA OUTLET AUDIO/VISUAL SYMBOLOGY TELEVISION OUTLET TV S X S H VC PAHE M M CEILING MOUNT SPEAKER WALL MOUNT SPEAKER SPEAKER SUBSCRIPTS: X - INDICATES HEIGHT HORN TYPE TRANSDUCER VOLUME CONTROL HEAD END EQUIPMENT FLOOR MOUNTED MICROPHONE JACK WALL MOUNTED MICROPHONE JACK SECURITY SYMBOLOGY EMERGENCY ALARM SYMBOLOGY CONTROL SYMBOLOGY E ALARM HORN AND FLASHING LIGHT COMBINATION UNIT E ALARM BELL AND FLASHING LIGHT COMBINATION UNIT E ALARM FLASHING LIGHT E ALARM HORN E ALARM BELL CONTROL SYMBOLOGY Y X OR OR SV OR ELECTRICAL CONNECTION NO ELECTRICAL CONNECTION NORMALLY OPEN TIME DELAY RELAY CONTACT WITH TIME DELAY ON CLOSING AFTER COIL IS ENERGIZED NORMALLY CLOSED TIME DELAY RELAY CONTACT WITH TIME DELAY ON OPENING AFTER COIL IS ENERGIZED NORMALLY OPEN TIME DELAY RELAY CONTACT WITH TIME DELAY ON OPENING AFTER COIL IS DE-ENERGIZED NORMALLY CLOSED TIME DELAY RELAY CONTACT WITH TIME DELAY ON CLOSING AFTER COIL IS DE-ENERGIZED SOLENOID VALVE CONTROL/RELAY COIL: X-INDICATES TYPE Y-INDICATES LOOP NUMBER, WHEN USED TYPES: CR-CONTROL RELAY TC-TIME CLOCK PC-PHOTOCELL LC-LIGHTING CONTACTOR DP-DEFINITE PURPOSE TR-TIMING RELAY M-MOTOR STARTER NORMALLY OPEN CONTACT (N.O.) NORMALLY CLOSED CONTACT (N.C.) NORMALLY OPEN TEMPERATURE SWITCH; CLOSE ON RISING TEMPERATURE NORMALLY CLOSED TEMPERATURE SWITCH; OPEN ON RISING TEMPERATURE NORMALLY OPEN FLOW SWITCH; CLOSE ON INCREASING FLOW NORMALLY CLOSED FLOW SWITCH; OPEN ON INCREASING FLOW NORMALLY OPEN LEVEL SWITCH, CLOSE ON RISING LEVEL NORMALLY CLOSED LEVEL SWITCH, OPEN ON RISING LEVEL NORMALLY OPEN PRESSURE SWITCH, CLOSE ON INCREASING PRESSURE NORMALLY CLOSED PRESSURE SWITCH, OPEN ON INCREASING PRESSURE NORMALLY OPEN LIMIT SWITCH, CLOSE ON REACHING LIMIT NORMALLY CLOSED LIMIT SWITCH, OPEN ON REACHING LIMIT FIELD WIRING EXTERNAL TO CONTROL PANEL NORMALLY CLOSED PUSHBUTTON, MOMENTARY CONTACT UNLESS OTHERWISE NOTED NORMALLY OPEN PUSHBUTTON, MOMENTARY CONTACT UNLESS OTHERWISE NOTED 3 POSITION SELECTOR SWITCH, MAINTAINED CONTACTS; UNLESS OTHERWISE NOTED, 2-POSITION SIMILAR OOX XOO HAND AUTO OFF MICROPROCESSOR (PLC, RTU, ETC.) OUTPUT MICROPROCESSOR (PLC, RTU, ETC.) INPUT RTM OL RUN TIME METER THERMAL OVERLOAD ELEMENT THERMAL OVERLOAD RELAY CONTACT. WHEN SHOWN X INDICATES QUANTITY. (X) CPT CONTROL POWER TRANSFORMER (CPT) X X LENS COLORS: PUSH TO TEST INDICATING LIGHT: X INDICATES LENS COLOR INDICATING LIGHT: X INDICATES LENS COLOR DOOR POSITION SWITCH COMBINATION ELECTRIC DOOR STRIKE AND POSITION SWITCH PROXIMITY CARD READER PROXIMITY CARD READER WITH KEYPAD DUAL TECHNOLOGY MOTION DETECTOR REQUEST TO EXIT MOTION DETECTOR REQUEST TO EXIT PUSH BUTTON GLASS BREAK DETECTOR SEC PTZ CCTV CAMERA PAN/TILT/ZOOM WHEN INDICATED SECURITY EQUIPMENT CABINET REMOTE KEYPAD/CONTROL STATION R P R K M G R SITE SYMBOLOGY POLE - MOUNTED TRANSFORMER EXTERIOR PAD MOUNTED TRANSFORMER ELECTRICAL HANDHOLE OR MANHOLE Y- MHX OR HHX X - INDICATES SEQUENCE NUMBER X Y POLE MOUNTED AREA OR ROADWAY LUMINAIRE, LAMP TYPE AS SPECIFIED POLE/STANCHION MOUNTED FLOOD LUMINAIRE, LAMP TYPE AS SPECIFIED X Y HIGH MAST LIGHTING, NUMBER OF LUMINAIRES AS SPECIFIED R - RED G - GREEN B - BLUE Y - YELLOW W - WHITE A - AMBER E PUSHBUTTON OR PULLSTATION X Y X Y X - INDICATES LUMINAIRE TYPE PER LUMINAIRE SCHEDULE Y - INDICATES CIRCUIT NUMBER FROM PANELBOARD LIGHTING FIXTURE SUBSCRIPTS: POWER POLE DOWNGUY E UNDERGROUND (UNO) ELECTRICAL AND COMMUNICATION SYSTEMS PATHWAY OHE OVERHEAD ELECTRICAL AND COMMUNICATION SYSTEMS PATHWAY NONE PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 GENERAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS R: \ d 1 1 1 7 6 6 3 \ 1 0 1 5 6 4 2 3 _ 0 0 G . r v t 9/ 2 8 / 2 0 2 1 1 0 : 4 7 : 4 8 A M 00E002 10156423 C. REVIS 10156423_00G.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station ELECTRICAL LEGEND 2 FIELD MOUNTED MOUNTED ON PANEL FACE MOUNTED BEHIND PANEL MOUNTED ON AUXILIARY PANEL INDICATOR LIGHT MOUNTED BEHIND AUXILIARY PANEL INTERLOCK, SEE CONTROL DIAGRAMS OR SPECIFICATIONS SUBMERSIBLE PUMP CHEMICAL INJECTOR MIXER COMPRESSOR CALIBRATION COLUMN FLEXIBLE HOSE ACCUMULATOR RUPTURE DISK BUBBLER LEVEL TUBE ACKNOWLEDGE EMERGENCY STOP FAILURE FORWARD-OFF-REVERSE FORWARD-REVERSE FAST-SLOW HAND-AUTO HAND-OFF-AUTO HAND-OFF-REMOTE LEAD-LAG LEAD-LAG-STANDBY LOCAL-OFF-REMOTE LOCAL-REMOTE LEAD-STANDBY MANUAL-AUTO OPEN-AUTO-CLOSE OPEN-CLOSE OPEN-STOP-CLOSE RUN-JOG RUN-JOG-REVERSE SILENCE START-STOP ACK ESTOP FAIL FOR FR FS HA HOA HOR LL LLS LOR LR LS MA OAC OC OSC RJ RJR SIL SS AAA-NZ AAA: EQUIPMENT OR INSTRUMENT TYPE VERTICAL TURBINE OR PROPELLER PUMP PERISTALTIC PUMP CENTRIFUGAL BLOWER OR FAN STATIC MIXER FLOW STRAIGHTENER HEAT EXCHANGER S MUD VALVE VFD VARIABLE FREQUENCY DRIVE DRAIN X XXX XXXX XXX XXX XXXX XXX XXX XXXX XXX XXX XXXX XXX XXX XXXX XXX XXX XXXX XXX SUCCEEDING LETTERSFIRST LETTER CONTROL USER'S CHOICE HIGH LOW CONTROL STATION RATIO (FRACTION) DIFFERENTIAL MOMENTARY TIME; RATE OF CHANGE SCAN SENSOR (PRIMARY LIGHT INDICATE VIEWING DEVICE GLASS, ELEMENT) USER'S CHOICE ALARMA C B E D F H J I K M L G TIME SCHEDULE USER'S CHOICE TIME, LEVEL USERS CHOICE USERS CHOICE USER'S CHOICE HAND CURRENT (ELECTRICAL) POWER FLOW RATE VOLTAGE ANALYSIS BURNER, COMBUSTION SWITCH USER'S CHOICE TRANSMIT DRIVER, UNCLASSIFIED RELAY, COMPUTE, CONVERT MULTIFUNCTION VALVE, DAMPER, LOUVER SAFETY INTEGRATE, TOTALIZE X AXIS Y AXIS UNCLASSIFIED WELL MULTIFUNCTION RECORD POINT (TEST) CONNECTION USER'S CHOICE ORIFICE, RESTRICTION UNCLASSIFIED FINAL CONTROL ELEMENT Z AXIS ANALOG INPUT ANALOG OUTPUT ACTUATOR, N P O Q S R T U V X Y W Z AO AI TEMPERATURE VIBRATION, MECH. WEIGHT, FORCE POSITION, DIMENSION UNCLASSIFIED EVENT, STATE OR PRESENCE MULTIVARIABLE ANALYSIS USER'S CHOICE USER'S CHOICE RADIATION SPEED, FREQUENCY PRESSURE, VACUUM QUANTITY UNCLASSIFIED MULTIFUNCTION MIDDLE, INTERMEDIATE USER'S CHOICE USER'S CHOICE CLOSED READOUT OR PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER MEASURED OR INITIATING VARIABLE MODIFIER MISCELLANEOUS INSTRUMENTATION ABBREVIATIONS CHLORINE (ANALYZER MODIFIER) DIGITAL INPUT DENSITY (ANALYZER MODIFIER) DIGITAL OUTPUT VOLTAGE TO PNEUMATIC INPUT/OUTPUT CURRENT TO PNEUMATIC POWER DISTRIBUTION CENTER OXYGEN (ANALYZER MODIFIER) CARBON MONOXIDE (ANALYZER MODIFIER) CARBON DIOXIDE (ANALYZER MODIFIER) COMBUSTIBLES (ANALYZER MODIFIER) CONDUCTIVITY (ANALYZER MODIFIER) DISSOLVED OXYGEN (ANALYZER MODIFIER) HYDROGEN SULFIDE (ANALYZER MODIFIER) HYDROGEN CHLORIDE (ANALYZER MODIFIER) NITROGEN OXIDE (ANALYZER MODIFIER) PROCESS AND INSTRUMENTATION DIAGRAM CO DO DO DI I/O I/P PDC O2 CL2 CO2 COMB COND DEN E/P H2S HCL NOX P&ID TURBIDITY (ANALYZER MODIFIER) ULTRA VIOLET TRANSMITTANCE TURB UVT SUSPENDED SOLIDS (ANALYZER MODIFIER)SS LOWER EXPLOSION LIMITLEL CONTROL SWITCH NOTATION ABBREVIATIONS INSTRUMENT IDENTIFICATION LETTERS 1. THIS IS A STANDARD INSTRUMENTATION SYMBOLOGY AND ABBREVIATIONS SHEET. LISTING OF SYMBOLS AND ABBREVIATIONS DOES NOT IMPLY ALL SYMBOLS AND ABBREVIATIONS HAVE BEEN USED ON THIS PROJECT. 2. SEE PROCESS, MECHANICAL AND PLUMBING LEGEND SHEET FOR MISCELLANEOUS PIPING SYMBOLS. 3. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING COMPONENTS OR TO DE-EMPHASIZE PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK. REFER TO CONTEXT OF EACH SHEET FOR USAGE. 4. VALVE SYMBOLS SHOWN HERE ARE APPLICABLE ONLY TO INSTRUMENTATION DIAGRAMS. SEE PROCESS, MECHANICAL AND PLUMBING LEGEND SHEET FOR VALVE SYMBOLS USED ELSEWHERE ON THE SHEETS. A IA ES NG HYD PLANT COMPRESSED AIR INSTRUMENTATION AIR ELECTRIC SUPPLY NATURAL GAS HYDRAULIC BALL VALVE BUTTERFLY VALVE CHECK VALVE CONE VALVE BALL CHECK VALVE DIAPHRAGM VALVE DOUBLE-DISK CHECK VALVE GATE VALVE GLOBE VALVE KNIFE GATE VALVE NEEDLE VALVE PLUG VALVE PINCH VALVE THREE-WAY PLUG VALVE THREE-WAY BALL VALVE PRESSURE-REGULATING VALVE PRESSURE-REDUCING VALVE VAC = VACUUM A = AIR RELEASE AIR-RELEASE VACUUM VALVE PRESSURE-RELIEF VALVE X OR THREE-WAY CONTROL VALVE VALVE & EQUIPMENT TAG NUMBERS SOLENOID VALVE VENT PROCESS FROM: PROCESS STREAM CONNECTION NUMBER CONTINUATION DRAWING NUMBER PROCESS ORIGIN PROCESS STREAM CONNECTION NUMBER PROCESS DESTINATION PROCESS TO: CONTINUATION DRAWING NUMBER N: PROCESS SUB-AREA DESIGNATION SURGE VALVE EXPANSION JOINT SUPPRESSOR CENTRIFUGAL PUMP FC FLUSHING CONNECTION SP SAMPLE PORT REDUCER STRAINER COARSE BUBBLE DIFFUSER Z: EQUIPMENT OR INSTRUMENT SUFFIX XXX XXX XXX TOTAL SUSPENDED SOLIDS TSS ROTARY SCREEN THICKENERRST TYPES OF POWER SUPPLY INSTRUMENT SYMBOLOGY MISCELLANEOUS SYMBOLS VALVES CROSS REFERENCE SYMBOLOGY GATE SYMBOLS GENERAL NOTES: PUMP AND COMPRESSOR SYMBOLS UV SYSTEM CONTROLLER UVSC WIDE AREA NETWORK WAN PHOSPHATEPO4 OPERATOR INTERFACEOI FILTER DIAPHRAGM SEAL VALVE TAG NC OPTIONAL VALVE DESIGNATION: NC =NORMALLY CLOSED NO =NORMALLY OPEN NORMALLY CLOSED NORMALLY OPEN SOLID FILL OR SLUICE BUTTERFLY FLAP SHEAR STOP PLATE WEIR GATE SLIDE GATE L L LINE TYPES PRIMARY PROCESS LINE SECONDARY PROCESS LINE FUTURE PROCESS LINE PROCESS OPEN CHANNEL PNEUMATIC SIGNAL ELECTRIC SIGNAL HYDRAULIC SIGNAL SOFTWARE OR DATA LINK CAPILLARY TUBE ULTRASONIC SIGNAL (UNGUIDED) ELECTRIC POWER TELEMETRY LINE /// T FLOAT OPERATOR PACKAGED EQUIPMENT EXISTING PROCESS LINE X X AUXILIARY PROCESS LINE SIGNAL CONNECTION CROSSOVER - NO CONNECTION ROTAMETER SONIC OR ULTRASONIC FLOWMETER THERMAL DISPERSION FLOWMETER PROPELLER OR TURBINE METER FLOAT SWITCH ACTUATOR SYMBOLS OPERATOR ABBREVIATIONS: FLOAT OPERATOR M = MOTOR P = PNEUMATIC (SINGLE OR DOUBLE) S = SOLENOID H = HYDRAULIC XX:FO = FAIL TO OPEN FC = FAIL TO CLOSE FLP = FAIL TO LAST POSITION XX M M MAGNETIC FLOWMETER M MOTOR FI DIAPHRAGM OPERATOR PRESSURE GUAGE PRIMARY ELEMENT SYMBOLOGY THERMAL DISPERSION ELEMENT THERMOWELL 00Y602A FROM WETWELL RS 00Y602A TO WRF FE D PLC OR REMOTE I/O LEVEL FIELD LEVEL MISC INSTRUMENT SYMBOLOGY D I G I T A L ( D I S C R E T E ) I N P U T D I G I T A L ( D I S C R E T E ) O U T P U T A N A L O G O U T P U T A N A L O G I N P U T OFFGAS DEMISTER CABLE SUSPENDED, HYDROSTATIC LEVEL TRANSMITTER o o PROGRAMMABLE LOGIC CONTROL (PLC) PLC ETHERNET DATA EXCHANGEXX XX INSTRUMENTATION LEGEND 00Y001.dwg NONE 00Y001 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: R = 3 5 ' 20' R = 1 5 ' R = 1 5 ' 1 2 3 4 5 7 8 3 4 9 10 11 6 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: CIVIL SITE PLAN AND CONSTRUCTION STAGING PLAN 01C101.dwg 1" = 40'01C101 5.THE CONTRACTOR SHALL NOTIFY ONE CALL @ 1-800-424-5555 FOR ONSITE UTILITY LOCATION. ALL EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING. X 2 1 5 DAVIS LANE LIFT STATION 6 WETWELL OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP UGE UG E UG E UGE UGE UGE UGE UGE UGE UGE UG E UG E UGEUGEUGE W W W W W W W W W W W W SSSSSSSS S S S S S S SS SS SS SSSSSSSS S S S S SS SS SS 20.0' 10 . 0 ' SEE E SHEETS FOR ELECTRICAL VAULT DETAILS SEE E SHEETS FOR ELECTRICAL VAULT DETAILS 10.0' 9. 2 ' 5.5' 23 . 8 ' EXISTING FENCE 2"-WM LIFT STATION FF = 4622.00 WETWELL APPROXIMATE LIMITS OF SHORING FG 4621.50 FG 4621.50 FG 4621.50 FG 4621.50 18"-RS 4"-D FG 4621.30 FG 4621.40FG 4621.40 FG 4621.30 FG 4622.58 FG 4621.40 FG 4621.40FG 4621.40 FG 4621.40 -1 . 0 0 % -1 . 0 0 % -1 . 0 0 % TOC 4621.94 TOC 4621.94 TOC 4621.94 TOC 4622.00 TOC 4621.94 R15. 0 R2 5 . 0 R 1 0 . 0 R 1 0 . 0 R1 0 . 0 APPROXIMATE LIMITS OF SHORING TOC 4621.98 TOC 4621.98 TOC 4621.98 4622 4619 4620 4621 4622 4622 462 1 46214620 4620 4621 4619 4620 4622 4621 1.5-SS 8"-W 4623 4623 ROAD CENTERLINE -1 . 0 0 % SEE M SHEETS FOR HVAC DETAILS -1.00% 4619 4620 4621 4622 4623 4624 SEE NORTON SEWER MAIN EXTENSION PLANS FOR 18"-RS FORCE MAINS TOC 4621.98 FG 4621.40 4622 4622 SEE SHEET 01E101 FOR ELECTRICAL LINE DETAILS FG 4621.50 FG 4621.50 FG 4621.50 FG 4621.50 3: 1 3: 1 3: 1 -1 . 0 0 % FG: 4621.12 EG: 4621.06 EXISTING OVERHEAD POWER EXISTING GAS PIPELINE EXISTING FIBER OPTIC APPROACH RAMP SLOPE: 1 INCH PER FOOT 6.0 7. 0 4. 0 CIVIL SITE UTILITIES, GRADING AND LANDSCAPING PLAN 01C102 01C102.DWG 1" = 10'-0" 1.CONTRACTOR SHALL PROVIDE CANADA RED CHERRY CLUMP TREE 10 - 12 FOOT TRUNK HEIGHT. PLANT/STAKE PER NURSERY RECOMMENDATIONS. TRUNKS SHALL BE PROTECTED FROM DEER WITH TRUNK PROTECTORS OR TEMPORARY FENCING. FIELD LOCATE TO AVOID WM. 2.CONTRACTOR SHALL PROVIDE SINGLE STEM QUAKING ASPEN TREE 1" - 1.5" TRUNK CALIPER. PLANT/STAKE PER NURSERY RECOMMENDATIONS. TRUNKS SHALL BE PROTECTED FROM DEER WITH TRUNK PROTECTORS OR TEMPORARY FENCING. FIELD LOCATE TO AVOID WM. 3.INSTALL BOLLARD PER DETAIL 7/01C103. 4.SEE SHEET 01D101 FOR PIPE CONTINUATION IN THIS LOCATION. 5.SEE STRUCTURAL DRAWINGS FOR DETAILS OF STOOP. 6.CONTRACTOR SHALL POTHOLE TO VERIFY SIZE, LOCATION AND MATERIAL OF 8"-WM ASSUMED TO BE DUCTILE IRON LOCATED 6' BELOW FINISHED GRADE. HOT TAP PER CITY OF BOZEMAN STANDARD REQUIREMENTS. 7.PROTECT BURIED GAS WHEN ROUTING 2"-WM UNDERNEATH. 8.NOT USED. 9.NOT USED. 10.NOT USED. 11.NOT USED. 12.CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AS NECESSARY. SEE SPECIFICATION SECTION 31 23 00 FOR REQUIREMENT. 13.CONTRACTOR SHALL PROVIDE CONCRETE BARRIER PROTECTION OF EXCAVATION FROM TRAFFIC ALONG NORTH SIDE OF ENTRANCE ROAD. REMOVE AFTER CONSTRUCTION. 14.NOT USED. GENERAL NOTES: 1.UNLESS OTHERWISE NOTED, MAINTAIN MINIMUM 72" INCH BURY DEPTH OVER BURIED PIPING. INSTALL BURIED PIPE TO AVOID ANY INTERMEDIATE HIGH POINTS. INSTALL PIPE TO AVOID CONFLICT WITH EXISTING UTILITIES AT NO COST TO OWNER. 2.THE CONTRACTOR SHALL NOTIFY ONE CALL @ 1-800-424-5555 FOR ONSITE UTILITY LOCATION. ALL EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING. 3.SEE BUILDING AND WETWELL CONTROL POINTS ON SHEET 01C101. 4.PROVIDE STORMWATER CONTROL AND EROSION AND SEDIMENT CONTROLS IN ACCORDANCE WITH SPECIFICATION SECTION 31 25 00. X 1 3 TYP 4 6 7 12 13 5 5 5 1 KEYNOTES: BY OTHERS 2 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: 3' - 0 " MI N 4' - 0 " 2' - 0 " 4" 8" 8 3 / 1 6 " 8 3 / 1 6 " 8" 2" 4" 4" 2" 12" EXPANSION MATERIAL, CONT, AT CONCRETE CONCRETE FOOTING 12" Ø X 4" LONG STEEL STUDS WELDED TO STEEL POST, FOUR STUDS AT EACH LOCATION, TWELVE AT EACH POST FINISHED GRADE, PAVEMENT, OR SIDEWALK, SEE PLANS FOR MATERIAL 8" Ø SCHEDULE 80 STEEL POST, HOT DIPPED GALVANIZED AND FILLED WITH CONCRETE 6" WIDE REFLECTIVE TAPE BAND ROUNDED CONCRETE CAP - 6 - GRAVEL ROAD SECTION NTS 3:1 SLOPE TYP2% SLOPE2% SLOPE3:1 SLOPE TYP EXISTING GROUND SURFACE 20'-0" COMPACTED SUBGRADE 4" OF 34" MINUS SURFACE COURSE & 8" OF 1 12" MINUS CRUSHED BASE COURSE AND TYPE 1 GEOGRID 1 - NOT USED NTS 2 - NOT USED NTS 3 - NOT USED NTS 4 - NOT USED NTS 5 - NOT USED NTS CIVIL SITE CIVIL DETAILS 01C103 01C103.DWG AS NOTED 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: 180° BEND TYP. COLUMN TIE TYP. STIRRUP OR CLOSED STIRRUP MAX OFFSET BEND 90° BEND 6 1 4d OR 2 1/2" MIN R R 6d O R 4" MIN 4" MIN 6d O R 6d O R 12 d d d 4" M I N 2d 135° HOOK RBAR SIZE #9-#11 #14-#18 #4-#8 STIRRUPS #3 TIES & 5d 4d 3d 135° HOOK INTERMEDIATE TIE WHERE NOTED ON SHEETS ALT 135° HOOK EACH SIDE ALT LAP EACH SIDE OF BEAM 90° STD HOOK 180° STD HOOK TL = TA I L L E N G T H HW= HOOK WIDTH MI N . CO V E R HL= HOOK LENGTH * MIN COVER Ld h DE V E L O P M E N T LE N G T H CONCRETE JOINT ACI 318, 12.5.3.2. OTHERWISE Ldh MUST BE RE-CALCULATED. COMPLYING WITH MINIMUM COVER REQUIREMENTS OF GRADE 60 * 1'-0" #6 #11 #10 #8 #9 #7 2'-0" 1'-10" 1'-4" 1'-7" 1'-2" #4 #5 #3 BAR SIZE 10" 6" 8" HL 6" 6" 10 1/2" 11 1/2" 1'-1 1/4" 1'-2 3/4" 7" 8" 11 3/4" 1'-1" 8" 7" 3" 5" 4" HW 4 1/2" 5" 4" TL Ldh f'c = 4.5 KSI 6" 7" 9" 10" 12" 14" 15" 17" 19" * D 4 1/2" 9 1/2" 10 3/4" 12" 6" 5 1/4" 3" 3 3/4" 2 1/4" D T Y P NOTES: 1. PROVIDE MINIMUM LAP SPLICE LENGTHS AND EMBEDMENTS PER TABLE UNLESS NOTED OTHERWISE. EMBEDMENT LENGTH EQUALS THE LAP SPLICE LENGTH UNLESS OTHERWISE NOTED. 2. BAR SPACING AT LAP SPLICE IS THE MINIMUM CLEAR DISTANCE BETWEEN LAPPED BARS PLUS ONE BAR DIAMETER. 3. ALL SPLICES TO BE CONTACT SPLICES AND WIRED TOGETHER UNLESS OTHERWISE APPROVED BY THE ENGINEER. LAP SPLICE AND EMDEDMENT LENGTHS f'c =4.5 ksi fy = 60 ksi BAR BARS SPACED GREATER THAN 4" BARS SPACED LESS THAN OR EQUAL TO 4" #3 14" 20" #4 19" 32" #5 29" 46" #6 39" 62" #7 55" 87" #8 69" 107" #9 76" 116" #10 97" 140" #11 120" 146" 0" 4'-0" MIN TYP STD HOOK STD HOOK 1. ALL HOOKS SHALL BE STD 90 DEGREE HOOKS, UNLESS OTHERWISE NOTED. 2. SEE DRAWINGS FOR ADDITIONAL HORIZONTAL BARS. STAGGER BETWEEN TYPICAL REINF SPACING, EXTEND TO 1/5 OF DISTANCE TO NEAREST ADJACENT WALL IN EACH DIRECTION, UNO. 3. OPTIONAL LAP LOCATION. APPLIES TO BOTH DOUBLE AND SINGLE LAYER CONDITIONS TYP. HOOK ALTERNATE DIRECTION OF HOOKS SEE DRAWINGS FOR REINF SIZE AND LOCATION, TYP SEE NOTE 3 LAP SPLICE + 6" 1 1/4" LA P S P L I C E + 6 " 0" 1 1/4" LAP OPTIONAL 1'-3 3/4" NOTES: 3'-0" MIN UNO BETWEEN LAPS SPLICE OF ADJACENT REBARS ALTERNATE AS SHOWN NOTE: 1. APPLIES TO SLABS AND WALLS (BOTH HORIZONTAL AND VERTICAL). 0" T Y P (PER SCHEDULE) LAP . 3" CLR AT WATERSTOP 2" CLR AT NO WATERSTOPS WATERSTOP WHERE INDICATED TYP CJ WHEN REQUIRED BY SPECS & DRAWINGS DOWELS (SAME SIZE AS VERTICAL BAR UNLESS OTHERWISE INDICATED ON THE DRAWINGS) SEE NOTE 2 HOOK BARS WHERE INDICATED ON THE DRAWINGS WATERSTOP @ INT WALLS WHERE INDICATED TYP NOTES:. 1. "S" = BAR SPACING INDICATED ON THE DRAWINGS. 2. FOR HORIZONTAL REINF BAR LOCATION RELATIVE TO VERTICAL REINF BAR LOCATION (INSIDE OR OUTSIDE SEE DRAWING (INSIDE SHOWN). ROUGHENED JT TYP ROUGHENED JT TYP LAP 3 1/4" UN O T+ 2 " LE N G T H , T Y P LA P S P L I C E T CL R 2" T "S " UNO 6" 0. 5 * " S " VERTICAL TEE VERTICAL ELL FLAT CROSS FLAT TEE FLAT ELL VERTICAL CROSS NOTES: 1. BULB TYPE WATERSTOPS SHALL BE HANDLED SIMILAR TO AS SHOWN WITH BULB JOINTS MITERED FOR FULL CONTINUITY OF HOLLOW BULB. 2. ONLY STRAIGHT BUTT JOINT WELDS ARE ALLOWED IN THE FIELD. SAWED CONTROL JOINT FORMED CONTROL JOINT 1" MIN CLR NOTE: EITHER DETAIL ABOVE MAY BE USED AT LOCATIONS INDICATED ON DRAWINGS AS "SJ," AT CONTRACTOR'S OPTION. FILL JOINT W/ JT SEALANT 3/16" WIDE JOINT SLAB REINF TYP UNO STOP 2/3 OF REINF @ EACH SIDE OF JT *INSERT 3/16" THICK CONT FIBERBOARD STRIP RECESS STRIP 1/2" FROM SURFACE & ROUND CORNERS AT EXPOSED FLOORS FILL 1/2" RECESS W/ SEALANT *USE METAL CHANNEL STRAIGHTEDGE TO INSERT FIBERBOARD STRIPS 2 1 / 2 " C L R PL A N ) T (S E E 1 1/2" 1 7 / 8 " T/4 2 1 / 2 " C L R 1" MIN 3/16" WIDE JOINT 1 1/2" 2" T/4 SLAB REINF TYP UNO STOP 2/3 OF REINF @ EACH SIDE OF JT PL A N ) T (S E E AS NOTED PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 STRUCTURAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS R: \ d 1 1 1 7 6 9 5 \ 1 0 1 5 6 4 2 3 _ 0 0 S . r v t 9/ 2 8 / 2 0 2 1 1 0 : 2 5 : 3 7 A M 00S501 10156423 C. REVIS 10156423_00S.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station STANDARD DETAILS 1 NOT TO SCALE - 4 TYPICAL STIRRUPS & TIES NOT TO SCALE - 1 REINFORCING HOOK SCHEDULE NOT TO SCALE - 3 CONCRETE REINFORCING LAP AND EMBEDMENT SCHDULE NOT TO SCALE - 5 WALL REINFORCEMENT AT CORNERS AND INTERSECTIONS NOT TO SCALE - 7 REINFORCING SPLICE - NOT AT CONSTRUCTION JOINT NOT TO SCALE - 6 HORIZONTAL WALL JOINT WITH WATERSTOP NOT TO SCALE - 2 SHOP FABRICATED WATERSTOP NOT TO SCALE - 8 SLAB-ON-GRADE JOINT (SJ) KEYED CONSTRUCTION JOINT ROUGHEN CONSTRUCTION JOINT 1 1/2" WIDE CONT KEYWAY WATERSTOP IF INDICATED 1. SEE SPECIFICATION FOR REQUIREMENT TO TIE WATERSTOPS IN PLACE TO PREVENT MOVEMENT OR FOLDING OVER. CONT REINF THRU CONSTRUCTION JT CONT REINF THRU CONSTRUCTION JOINT ROUGHEN SURFACE WATERSTOP IF INDICATED CENTER IN THICKNESS SOIL WHERE APPLICABLE 1 1/2" EQ E Q E Q LAP NOTE: W/2 LAP LENGTH L/2 + TYP LA P L E N G T H W/ 2 + TY P L / 2 L / 2 D LA P L E N G T H D / 2 + TY P LAP LENGTH D/2 + TYP SYMM ABOUT OPENING CL 2 - #5x4'-0" EACH FACE (TYP 4 LOCATIONS) ADDITIONAL REINF SEE NOTE 1 SYMM ABOUT OPENING CL SYMM ABOUT OPENING 1 1 1 1 RECTANGULAR OPENING DETAIL CIRCULAR OPENING DETAIL 1. PROVIDE ADDITIONAL REINFORCING THE SAME SIZE AS DISCONTINUOUS REINFORCEMENT AT OPENING. QUANTITY OF REINFORCING IN EACH DIRECTION SHALL BE EQUAL TO OR ONE GREATER THAN THE NUMBER OF DISCONTINUOUS BARS. PLACE 1/2 OF ADDITIONAL REINFORCING BARS EACH SIDE OF OPENING, PLACE ADDITIONAL REINFORCEMENT AT 3" OC (TYPICAL BOTH DIRECTIONS AND ALL LAYERS OF REINFORCEMENT). START FIRST BAR 2" CLEAR TO OPENING. 2. EXTEND ADDITIONAL REINFORCING BEYOND EDGE OF OPENING AS SHOWN ABOVE. ADDITIONAL BARS MAY TERMINATE AT THE END OF THE WALL WITH A STANDARD HOOK WHERE THE LENGTH OF THE WALL WILL NOT PERMIT BARS TO EXTEND AS SHOWN ABOVE. 3. TYPICAL WALL OR SLAB REINFORCING NOT SHOWN. TERMINATE TYPICAL REINFORCING 2" CLEAR TO OPENING. 4. THIS DETAIL SHALL BE USED WHENEVER THE OPENING SIZE IS LARGER THAN THE SPACING OF THE TYPICAL WALL OR SLAB REINFORCING, OR WHERE ANY REINFORCING IS INTERUPTED. 5. UNLESS SHOWN OTHERWISE ON DRAWINGS, PROVIDE EXTRA REINFORCING AROUND OPENINGS AS SHOWN AND INDICATED ABOVE. 6. PROVIDE ADDITIONAL DOWELS PER NOTE 1 ABOVE FOR ALL OPENINGS NEAR THE FLOOR SLAB, BASE SLAB, OR CORNERS. NOTE: DOWELS TO MATCH SIZE AND SPACING W/ CMU VERTICALS AND JAMB BARS, AS REQUIRED. PROVIDE STD 90° HOOK AND ALT. DIRECTION OF HOOK, AS SHOWN TYPICAL SLAB REINFORCING SUBGRADE 2 - #5 CONT. #5 @ 12" O.C. CL OF WALL "T " 1' - 6 " M I N T 1' - 0" 1' - 0" T C L R . 3 " TYPICAL SLAB REINFORCING 1'-0" 1'-0" SE E P L A N ALTERNATE HOOK DIRECTION CMU WALL PER PLAN REINFORCE PER STANDARD DETAILS M A S O N R Y L A P #4@12" TYP ADHESIVE ANCHOR DOWEL WITH STD 90° HOOK OR #4@12" WITH STD 90° HOOK EE CAST INTO SLAB NOTES: 3" CLR @ SLAB ON GRADE, 1 1/2" CLR @ ELEVATED SLABS AS REQD SEE NOTE 2 BELOW 3 1/2" MIN MIN 4" MIN* 6" EQUIP AB EQUIP BASE 1 1/2" CLR CONCRETE SURFACE SHALL BE CLEAN, FREE OF LAITANCE, ROUGHENED TO A 1/4" AMPLITUDE, AND COATED W/BONDING AGENT #4@12" EW 8" LEG TYP 3/4" CHAMFER TYP SEE PLAN FOR SLAB THICKNESS & REINFORCING MINIMUM PAD THICKNESS TABLE AB DIA MIN PAD THK 1/4" DIA 3/8" DIA 1/2" DIA 5/8" DIA 3/4" DIA 7/8" DIA 1" DIA 5" 6 1/2" 8" 9 1/2" 11" 12 1/2" 14" 1. ABOVE PAD DETAILS APPLY FOR SUPPORT OF ALL EQUIPMENT UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 2. BEFORE EQUIPMENT SUPPORT PADS ARE CAST, THE PAD SIZES AND REINFORCING SHALL BE APPROVED BY THE ENGINEER AS BEING CAPABLE OF SUPPORTING EQUIPMENT TO BE PLACED THEREON. EQUIPMENT BASE DIMENSIONS SHALL BE THE LARGER OF AS DETERMINED BY THE EQUIPMENT MANUFACTURER OR AS INDICATED ON THE DRAWINGS. SUBMIT ALL EQUIPMENT DIMENSIONS AND LOADS TO ENGINEER. THE SIZE, NUMBER, TYPE, LOCATION AND THREAD PROJECTION OF THE ANCHOR BOLTS (AB) SHALL BE AS DETERMINED BY THE EQUIPMENT MANUFACTURER AND SHALL BE AS APPROVED BY THE ENGINEER. AB SHALL BE HELD IN POSITION WITH A TEMPLATE WHILE EQUIPMENT PAD IN CAST. 3. * 6" MINIMUM PAD EDGE DIMENSION TO EQUIPMENT AB APPLIES FOR ALL EQUIPMENT SUPPORT PADS. 1. PROVIDE ABOVE PAD UNDER ALL ELECTRICAL AND MECHANICAL EQUIPMENT SUPPORTED ON STRUCTURAL SLABS. ALSO PROVIDE FOR EQUIPMENT WEIGHING LESS THAN 5000 POUNDS WHICH ARE SUPPORTED ON GRADE OR WHERE SPECIFICALLY NOTED ON PLANS. 2. PAD THICKNESS SHALL BE THE LARGER OF SLAB THICKNESS PLUS 3 1/2" OR MINIMUM PAD THICKNESS FROM TABLE. PROVIDE AN ADDITIONAL LAYER OF #4@12 EACH WAY WITH 1 1/2" CLEAR TOP AND BOTTOM FOR EACH 8" ADDITIONAL PAD THICKNESS EXCEEDING THE 3 1/2" MINIMUM THICKNESS. ALTERNATIVELY, THICKEN SLAB ON GRADE BELOW EQUIPMENT PAD AS REQD TO MAINTAIN MIN 3" COVER ON ANCHOR BOLTS. 3. AT TYPICAL FREE-STANDING ELECTRICAL PANEL LOCATIONS, PROVIDE STAINLESS STEEL INSERT FRAMING CHANNEL WITH ADHESIVE ANCHORS PER DETAIL 3 ON SHEET 00E013. PAD NOTES: 6" MIN COVER (TYP) 2" CLR 1 2 " (M I N 3 '-0 ") T ANCHOR BOLT, SEE NOTE 3 3" MIN ALL AROUND AS INDICATED ON DWGS OR AS REQUIRED BY EQUIP FURNISHED 8" MINIMUM SEE DWGS FOR SLAB AND REINF 1/2" EXP JT ALL AROUND #5 CLOSED TIES @ 6" GRANULAR FILL EQUIPMENT BASE (SEE NOTE 2) #6@12" EW T&B HOOK BOTH ENDS, HOOK LENGTH = 1'-6" LOCK NUT LEVELING NUT 1" MIN NON- SHRINK GROUT NOTES: 1. PROVIDE PAD UNDER EQUIPMENT WHERE SPECIFICALLY INDICATED ON DRAWINGS. 2. EQUIPMENT BASE DIMENSIONS SHALL BE AS INDICATED ON THE DRAWINGS OR AS DETERMINED BY THE EQUIPMENT MANUFACTURER AND APPROVED BY THE ENGINEER. 3. ANCHOR BOLTS AS DESIGNED BY THE EQUIPMENT MANUFACTURER. BOLTS SHALL BE HELD IN POSITION WITH A TEMPLATE WHILE EQUIPMENT BASE IS BEING CAST. 4. EQUIPMENT BASES SHALL BE INSTALLED LEVEL. TOLERANCES FOR LEVELNESS SHALL BE PROVIDED BY THE EQUIPMENT MANUFACTURER PRIOR TO CONSTRUCTION. SEE PLAN FOR SIZE 3 " C L R TOOLED EDGE GRANULAR FILL SLOPE 1/4" PER FOOT #4 @ 12" E.W. SEE PLANS FOR SIZE #4 X 3'-0" DOWEL AT 12" O.C. CENTER ON JOINT. SEE NOTE 2 MIN 1'-0" 1 '-0 " 0 '-5 " NOTES: 1. SEE ARCHITECTURAL DETAILS FOR ADDTIONAL REQUIREMENTS AT DOOR THRESHOLDS. 2. AT CONTRACTOR'S OPTION, THREADED BARS WITH MATCHING COUPLERS MAY BE SUBSITUTED FOR THE #4 DOWELS SHOWN. 3. PROVIDE 1/2" EXPANSION JOINT MATERIAL BETWEEN STOOP AND ADJACENT CMU WALL PIERS, AS REQUIRED, TO PROVIDE COMPLETE ISOLATION BETWEEN STOOP AND WALL PIERS. 4. BACKFILL / SUBGRADE PREPARATION PER SPECIFICATIONS. PROVIDE CLSM FILL WHERE SPECIFICALLY INDICATED ON DRAWINGS. #4 CONT NOTE 4 SLAB PER PLANS AS NOTED PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 STRUCTURAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS R :\d 1 1 1 7 6 9 5 \1 0 1 5 6 4 2 3 _0 0 S .r v t 9 /2 8 /2 0 2 1 1 0 :2 5 :3 8 A M 00S502 10156423 C. REVIS 10156423_00S.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station STANDARD DETAILS 2 NOT TO SCALE - 3 CONSTRUCTION JOINT (CJ) NOT TO SCALE - 1 EXTRA REINFORCING AROUND OPENINGS NOT TO SCALE - 2 THICKENED SLAB UNDER NON-LOAD BEARING CMU WALL NOT TO SCALE - 5 EQUIPMENT HOUSE KEEPING PAD NOT TO SCALE - 6 ISOLATED EQUIPMENT SUPPORT FDN NOT TO SCALE - 4 CONCRETE STOOP DETAIL L A P W A L L O P E N I N G SE E S C H E D LA P AT CORNER AT INTERSECTION AT INTERSECTION AT CORNER AT END AT END DOUBLE LAYER SINGLE LAYER 2 VERTICAL REINF, TYPICAL ALL CORNERS. DOWEL INTO SLAB AND TERMINATE IN STANDARD END HOOK, UNO TYP WALL REINFORCEMENT TYP WALL REINFORCEMENT TYP WALL REINFORCEMENT TYP WALL REINFORCEMENT MATCH HOR BARS 2 VERTICAL BARS AT EACH END TO MATCH SIZE & SPACING OF HORIZONTAL REINF STANDARD HOOK, TYP STANDARD HOOK, TYP STANDARD HOOK, TYP STANDARD HOOK, TYP 2 - #5 2 VERTICAL REINF, TYPICAL ALL INTERSECTIONS ALL HORIZONTAL REINFORCEMENT SHALL END IN A 90 DEGREE OR 180 DEGREE HOOK, WHICH SHALL WRAP AROUND MAIN VERTICAL BAR. NOTE: ALLOWABLE LOCATION FOR LIGHTNING PROTECTION CONDUIT. SEE ELEC'L DWGS FOR ADD'L INFORMATION ML-1 LINTEL REINFORCEMENT SCHEDULE MARK ML-2 ML-3 1'-4" THRU 3'-4" "W" (1) #5 25" "R" "L" 8" "H" STIRRUPS - REMARKS (2) #5 25" 16" - - - 1'-4" THRU 3'-4" 3'-5" THRU 6'-8" (2) #5 25" 24" - - "R " B A R 3/ 4 " C L R T O AN D G R O U T S O L I D "H " FI L L H E A D J O I N T S OP E N I N G W A L L A B O V E O P E N I N G "R" TYPICAL WALL REINFORCING BARS TOP LINTEL BARS WHEN SCHEDULED STIRRUPS (WHEN SCHEDULED) WITH 180° HOOK EA END SEE PLAN LINTEL AT OPENING OP E N I N G NOTES: 1. OPENINGS 8" OR LESS WIDE MAY OCCUR WITHOUT LINTEL REINFORCING AS LONG AS NO REINFORCINGS IS INTERUPTED. 2. ML-1 TO BE USED ONLY AT NON-LOAD BEARING SITUATIONS. 3. SEE DRAWINGS FOR LINTEL TYPES. WHERE LINTEL TYPES ARE NOT SHOWN, PROVIDE LINTELS FROM THE ABOVE SCHEDULE BASED ON THICKNESS OF WALL AND MAX CLEAR OPENING WIDTH AND VERIFY LINTEL TYPE W/ ENGINEER PRIOR TO CONSTRUCTION. ML-4 30" -6'-9" THRU 10'-0" (2) #6 32" - ML-5 35" (2) #7 TOP BARS 10'-1" THRU 16'-0" (2) #7 32" #3@16" BOND BEAM, SEE SCHEDULE FOR TYP BAR SIZE, QUANTITY, AND SPACNG TY P "H " TYP "L" "W" GROUT LINTEL, TYP SEE SCHEDULE AND NOTE 2 TYP "L" TERMINATE BOND BEAM AT OPENINGS SEE DRAWINGS FOR TYP VERT REINF BARS SIZE AND SPACING TERMINATE BOND BEAM AND JOINT REINF EACH SIDE OF MCJ EXCEPT AS NOTED CONTINUE BOND BEAM REINF THROUGH MCJ AT TOP OF WALL AND INTERMEDIATE FRAMING/ FLOORS "R" "R" . SEE TYPICAL DETAIL FOR VERT REINF AT JAMB OF OPENINGS DOWELS IN FOUNDATION W/ STD HOOKS AT ALL VERTICAL BARS, SEE NOTE 4 #4 CONT AT TOP OF FOOTING OR IN A BOND BEAM AT FLOOR LEVEL FO U N D A T I O N M A S O N R Y B L O C K W A L L LA P WALL ELEVATION NOTES: 1. ONLY LINTEL GROUT IS SHOWN. GROUT SOLID ALL REINFORCED CELLS. SEE CMU WALL REINFORCING SCHEDULE. 2. WHERE OTHER DRAWING DETAILS INDICATE SOLID MASONRY SILL, PLACE BOND BEAM REINF IN FIRST COURSE BELOW SOLID CMU. 3. PROVIDE BOND BEAM AT ALL ELEVATED FLOORS WITH SAME REINFORCING AS TOP OF WALL, UNO. 4. STRAIGHT BARS EMBEDDED ONE CONCRETE LAP LENGTH INTO CONC FOUNDATION MAY BE USED AT CONTRACTOR'S OPTION. 5. LINTEL REINFORCING AND BARS PASSING THROUGH "H" SHALL NOT BE SPLICED. 6. SHORE LINTEL MINIMUM 7 DAYS AFTER GROUTING OR UNTIL GROUT ATTAINS FULL DESIGN STRENGTH. MCJ TOP OF WALL BOND BEAM, SEE DRAWINGS FOR BAR SIZE AND QUANTITY TYPE REINFORCING LOCATION 8" WALL THK VERTS VERTICAL BARS #5 @24" OC SINGLE CENTERED, UNO JAMBS CORNERS/INTERSECTIONS MCJ HORIZ TOP OF WALL BOND BEAMS BELOW OPENINGS LINTELS INTERMEDIATE BOND BEAMS 2-#5 UNO 2-#5 SEE DETAIL 1 THIS SHEET 2-#5 DOUBLE CENTERED EA SIDE, UNO 2-#5 2-#5 SEE DETAIL 2 THIS SHEET, TYP 1-#5 AT 24" VERT SPACING, UNLESS OTHERWISE NOTED ON PLAN OR REQUIRED BY NOTE 7 BELOW 1. PROVIDE REINFORCING NOTED FOR ALL MASONRY WALLS UNLESS OTHERWISE NOTED ON DRAWINGS. 2. MAINTAIN MINIMUM 3"x3" CONTINUOUS VERTICAL CELL AT EACH REBAR. PLACE WALLS TO MAXIMUM 4'-0" HEIGHT BEFORE GROUTING. 3. PLACE REBAR IN WALL WITH LAP LENGTH PER DETAIL 7 THIS SHEET. 4. GROUT ALL CELLS WITH REINFORCING. LOCATE TWO VERTICAL RUN OF REINFORCEMENT AT ALL CORNERS AND EACH SIDE OF ALL MASONRY MCJ'S. 5. PROVIDE WIRE REBAR POSITIONERS TO HOLD BARS IN PLACE. 6. STOP GROUT POUR 1/2" BELOW TOP OF COURSE AT EACH GROUT LIFT. 7. REDUCE SPACING OF INTERMEDIATE HORIZONTAL BOND BEAMS TO 16- INCHES IF WALL OR WALL PIER LENGTH IS LESS THAN 6'-0'' IN PLAN. NOTES: EQ E Q SEE NOTE 5 SINGLE CENTERED 3/4" CLR SEE NOTE 5 DOUBLE CENTERED ANCHOR BOLT SEE PLANS FOR SIZE AND LOCATION "D" OPENING DIAMETER = "D"+3" EMBEDMENT AS NOTED 4 1/2" MIN MASONRY WALL PER PLAN MIN 1" CLEAR SET ANCHOR BOLTS WITH TEMPLATE. CUT BLOCK WEB AS REQUIRED TO ALLOW PLACEMENT OF ANCHOR BOLT TO PORVIDE 1'' CLEAR ANNULAR SPACE AROUND THE ANCHOR BOLT. NOTES: 1. 2. GROUT TO BE PLACED FOR A MINIMUM DIMENSION OF 24" IN EACH DIRECTION CENTERED ON ANCHOR VERTICAL BOUNDARY / END OF WALL REINFORCEMENT EACH SIDE OF JOINT, TYP UNO SEE DETAIL 1 THIS SHEET 3/8" SEALANT AND BACKER ROD EACH SIDE PREFORMED GASKET SEE STANDARD DETAILS FOR REINFORCEMENT SEE PLAN FOR SIZE SASH UNIT HOOK HORIZONTAL BARS AROUND VERTICAL BARS, TYP VERTICAL BOUNDARY / END OF WALL REINFORCEMENT EACH SIDE OF JOINT, TYP UNO SEE DETAIL 1 THIS SHEET 3/8" SEALANT AND BACKER ROD EACH SIDE PREFORMED GASKET SEE STANDARD DETAILS FOR REINFORCEMENT SEE PLAN FOR SIZE SASH UNIT HOOK AROUND VERT. BAR 1. CONDITION SHOWN FOR TWO LAYERS OF REINFORCEMENT. ONE LAYER CONDITION IS SIMILAR. 2. NO HORIZONTAL REINFORCEMENT SHALL EXTEND THROUGH THE JOINT EXCEPT AS SHOWN IN DETAIL 3 ON THIS SHEET. 3. MAXIMUM JOINT SPACING SHALL BE 24 FEET. SEE DRAWINGS FOR LOCATIONS. NOTES: 8" BLOCK 19" 25" 31" MASONRY LAP SPLICE LENGTHS : f'm=1500 psi, fy=60000 psi #3 #4 #5 57" #6 BAR SIZE 19" 31" 48" - BAR @ CL BAR @ EDGE NOTE: 1. WHEN REQD SPLICE LENGTH EXCEEDS 4'-0" USE HIGH LIFT GROUTING WITH NO SPLICES OR USE MECHANICAL TENSION SPLICES WITH LOW LIFT GROUTING. AS NOTED PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 STRUCTURAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS R: \ d 1 1 1 7 6 9 5 \ 1 0 1 5 6 4 2 3 _ 0 0 S . r v t 9/ 2 8 / 2 0 2 1 1 0 : 2 5 : 3 9 A M 00S503 10156423 C. REVIS 10156423_00S.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station STANDARD DETAILS 3 NOT TO SCALE - 1 TYPICAL REINFORCEMENT AT CMU WALL NOT TO SCALE - 2 LINTEL REINFORCING SCHEDULE NOT TO SCALE - 3 CMU REINFORCING NOT TO SCALE - 4 CMU REINFORCING SCHEDULE NOT TO SCALE - 6 ANCHOR BOLT IN MASONRY NOT TO SCALE - 5 MASONRY CONTROL JOINT (MCJ) NOT TO SCALE - 7 CMU LAP SCHEDULE INSERT "A" MATCH ROOF SLOPE 7" 7" 5/8" DIA x 5" LONG HEADED STUD CENTERED ON PL PL 1/4"x7"x0'-7" CL INSERT "B" 5" 1 / 4 " CL 4" (2) 5/8" DIA x 5" LONG HEADED STUDS PL 1/4x4"x10" 2" 6" 2 " 10 " CL CL INSERT "C" 7" (2) 5/8" DIA x 5" LONG HEADED STUDS PL 1/4x7"x1'-2" 3 1/2" 7" 3 1/2" 1'-2" CLCL MATCH ROOF SLOPE NOTES: 1. HEADED STUDS TO BE WELDED USING AUTOMATICALLY TIMED STUD WELDING EQUIPMENT PER SPECIFICATIONS. METAL DECK PER PLAN FIREPROOFING MATERIAL PER ARCH DWGS L 8x4x1/2 (LLV) EA SIDE OF WALL W/ 5/8"Ø THRU BOLT @ 48" OC W/ HORIZ OVERSIZE 3" LONG SLOTTED HOLES. PROVIDE 2" SQ PLATE WASHERS ON BOLT. CENTER BOLT IN 3" SLOT 2-#5 CONT BARS CMU WALL PER PLAN EACH FLUTE M I N 1 " TYP 6 00S503 SKEWED CONNECTION PERPENDICULAR CONNECTION 1/4" 5/16" 6W21 W, C OR MC SHAPE 7/16" 3/8" 3/8" 3/8" 3/8" 5/16" 3/8" 7/16" 7/16" 5/16" 10 9 8 7 W36 7W24 W27 W30 W33 BEAM WEB TOP FLANGE NOT SHOWN 5/16" 5/16" 1/4" 5/16" 1/4" 5/16" 1/4" 5/16" 1/4" 3 5 4 3W14 W12 2W10 2W8 W16 W18 PLATE "T" 5/16" 1/4" 1/4" SINGLE PLATE BEAM CONNECTION SCHEDULE 3/4" DIA BOLTS NOMINAL BEAM DEPTH "D" NUMBER OF BOLT ROWS "N" PLATE THICKNESS "T" WELD SIZE "A" PLATE "T" COPE IF REQD BEAM WEB OR COLUMN WEB OR FLANGE (IF APPLICABLE) NOTES: 1. ALL BOLTS SHALL BE 3/4" DIA A325-N UNLESS NOTED OTHERWISE. 2. PROVIDE MINIMUM NUMBER OF BOLT ROWS "N" SHOWN AS THE TYPICAL CONN. INCREASE NUMBER OF ROWS AND/OR BOLT DIA IF INDICATED ON PLANS. 3. MINIMUM DISTANCE FROM CENTERLINE OF TOP BOLT TO A COPE SHALL BE 1 1/2". WHERE DEEP COPES ARE REQD, INCREASE DISTANCE FROM TOP OF BEAM TO CENTERLINE OF TOP BOLT. 4. USE STANDARD OR SHORT HORIZONTAL SLOTTED HOLES AS REQUIRED. "D " 3 " 1 1 /4 " "N " R O W S @ 3 " O C 1 1 /4 " 3 1/2" 2" 1 1/2" "A" S E E N O T E 3 2 1 / 2 " 1 1 / 2 " BEAM WEB OR COLUMN WEB OR FLANGE "A" CJP STEEL JOIST NOTE: 1. PROVIDE ADDL ANGLE REINFORCEMENT WHEN CONCENTRATED LOAD IS MORE THAN 4-INCHES FROM PANEL JOINT. ADDL L2x2x3/16 EA SIDE OF STEEL JOIST TYP CONCENTRATED LOAD @ BOT CHORD (>200 LBS) CONCENTRATED LOAD @ TOP CHORD (>200 LBS) 13/16 TYP NOTE 1 NOTE 1 PANEL POINT AT BOT CHORD PANEL POINT AT TOP CHORD VERTICAL CONNECTION HORIZONTAL TOP CONNECTION HORIZONTAL BOTTOM CONNECTION 8" MI N 8" MI N BRIDGING L4x4x1/4x0'-9" W/ (2) 5/8" DIA ADHESIVE ANCHORS @ 6" GAGE (5" EMBED) 3/16 NOTE: 1. CONTRACTOR'S OPTION TO CHOOSE ORIENTATION TO SUIT FIELD CONDITIONS. BRIDGING L4x4x1/4x0'-9" W/ (2) 5/8" DIA ADHESIVE ANCHORS @ 6" GAGE (5" EMBED) 3/16 SOLID GROUTED CELLS AT CONNECTION TYP BRIDGING 3/16 NOTE: SEE TOP CONNECTION FOR ADDL INFO. T Y P 8 " M I N T Y P 1 1 /2 " SOLID GROUTED CELLS AT CONNECTION TYP NOTES: 1. USE ONLY WHERE DUCTWORK OR UTILITY ARE SHOWN BETWEEN JOISTS ON ELECTRICAL, MECHANICAL OR PROCESS SHEETS. VERIFY LOCATION WITH SPECIALITY CONTRACTOR. LOCATION TO BE APPROVED BY ENGINEER. 2. DO NOT INSTALL DUCTWORK OR UTILITIES IN TWO ADJACENT JOIST SPACES. DIAGONAL BRIDGING LOCATED EA SIDE OF INTERRUPTION, TYP HORIZONTAL OR DIAGONAL BRIDGING AS REQUIRED, TYP DUCTWORK OR UTILITY AS NOTED PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 STRUCTURAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS R :\d 1 1 1 7 6 9 5 \1 0 1 5 6 4 2 3 _0 0 S .r v t 9 /2 8 /2 0 2 1 1 0 :2 5 :4 0 A M 00S504 10156423 C. REVIS 10156423_00S.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station STANDARD DETAILS 4 NOT TO SCALE - 3 INSERT DETAIL NOT TO SCALE - 6 ROOF DECK OVER NON-BEARING WALL NOT TO SCALE - 1 SINGLE PLATE BEAM CONNECTION NOT TO SCALE - 2 JOIST REINFORCEMENT @ CONCENTRATED LOAD NOT TO SCALE - 4 JOIST BRIDGING @ CMU WALL NOT TO SCALE - 5 INTERRUPTION OF JOIST BRIDGING DECK ATTACHMENT SCHEDULE 6" 6 " 6 " 6 " 6 " 6 " SH E E T W I D T H SE E S C H E D U L E ATTACHMENT AT PARALLEL SUPPORT WELD @ 12", TYP SEE NOTE 2 DIAPHRAGM PERIMETER METAL DECK SPAN SP A C I N G W / 7 W E L D S ( 3 6 / 7 ) ATTACHMENT @ SIDELAP C/L OF STL JST, BM OR DECK BRG WALL DECK SIDELAPS DIAPHRAGM PERIMETER A ATTACHMENT TYPE ATTACHMENT @ SUPPORTS ATTACHMENT @ SIDELAPS REMARKS 36/7: 7 WELDS PER 36" WIDE SHEET. NOTE 2. ATTACHMENT AT PERPENDICULAR SUPPORT SEE NOTE 3, TYP NOTES: 1. DIAPHRAGM PERIMETER SHALL BE ATTACHED WITH MOST STRINGENT AT POINTS PARALLEL AS APPLICABLE PER SCHEDULE. 2. WELDING SHALL BE 3/4" DIA PUDDLE WELD. SPACING AS INDICATED PER SCHEDULE. 3. SEE TABLE FOR ATTACHMENT SCHEDULE. 4. AT CONTRACTOR'S OPTION, INTERLOCKING PUNCHED SIDE LAP CONNECTIONS (SIMILAR TO VULCRAFT PUNCHLOK II SYSTEM) MAY BE SUBSTITUTED FOR ARC SEAM WELDS. SUBMIT PROPOSED SIDELAP ATTACHMENTS FOR REVIEW. 5. WHERE DECK IS SUPPORTED ON STEEL JOISTS, WELDS SHALL BE STAGGERED TO ALTERNATE TOP CHORD JOIST ANGLES. 6. ICC ESR-1227 OR EQUAL SHALL BE SATISFIED. ATTACHMENT TYPE A 3/8"x1 1/2" ARC SEAM WELD @12" USE FOR 1.5" ROOF DECK METAL DECK SCHEDULE "D " "S" METAL DECK- PROFILE PER DECK TYPE LOCATION DECK TYPE RIB SPACING "S" DEPTH "D" GAGE MINIMUM SECTION PROPERTIES Ip in4/ft In in4/ft Sp in3/ft Sn in3/ft ROOF 1.5B 6" 1 1/2" 20 0.212 0.212 0.231 0.243 REF DETAIL 1 NOTES: 1. ICC-ESR-1227 OR EQUAL SHALL BE SATISFIED. 2. FOR DECK WELDING, SEE STANDARD DETAILS ON THIS SHEET. .WELD .WELD . .WELD .WELD . (PREFERRED) NOTE: SEE DETAIL FOR WELDS. MIN 2" MIN 2" MIN 3" MIN 1 1/4" MIN 2" MIN 2" MIN 2" 2" LESS THAN CONT. 14 GA. PL 1 - MI N 1 2 " MA X 1 2 " MI N 1 2 " DE C K S P A N MAX 12" 1/8 1 @ EA RIB 1/8 1'-8" 3 WELDS MIN ONE PIECE 16 GAGE FLAT METAL REINF. ARND OPENING PLACE ON BOT. OF DECK THEN WELD TO INTERRUPTED & UNINTERRUPTED RIBS. MIN. OF 2 UNINTERRUPTED RIBS TO BE COVERED BY FLAT SHEET DECK WHERE HOLES > 24" CLR FROM ADJACENT OPNGS. REINFORCE AS SINGLE OPNG. PER WHERE HOLES < 24" CLR FROM ADJACENT OPNGS. REINFORCE @ PERIMETER OF GROUP. ASSUME GROUP AS SINGLE OPNG. OF SIZE W x L TO DETERMINE REINFORCING DETAIL CL R > 2 4 " W L CLR >24" 4 - 7 - HOLES < 12" IN SIZE, TYP IF HOLES ARE > 12" IN SIZE PROVIDE FRAMING PER 7 - SUPPORTING BEAM/TRUSS/PLATE (SEE PLAN) CRIMP AND LAP SEAM WELD 1 1/2" CRIMP & TOP SEAM WELD & SIDE SEAM WELD TO ENGAGE INNER LIP OF SEAM AT 12" MAX, OC 3/4"Ø PUDDLE WELDS AT 12" OC MAX. WELD DECK TO ALL FRAMING RUNNING PARALLEL TO DECK RIBS AND AT HIP RIDGES 3/4"Ø EFFECTIVE PUDDLE WELDS AT ALL VALLEYS COORDINATE WITH TRADE REQUIRING OPENING METAL ROOF DECK L6X6X5/16X0'-6" L6X6X5/16 FRAME FOR SIZE AND LOCATION .2 1/2" MIN. BEARING (TYP.) 3/16 TYP 3/16 NOTE: SEE DETAILS AND FOR DECK WELDS AS APPLICABLE. 1 - 6 - STEEL BEAM OR JOIST, TYP AS NOTED PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 STRUCTURAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS R: \ d 1 1 1 7 6 9 5 \ 1 0 1 5 6 4 2 3 _ 0 0 S . r v t 9/ 2 8 / 2 0 2 1 1 0 : 2 5 : 4 2 A M 00S505 10156423 C. REVIS 10156423_00S.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station STANDARD DETAILS 5 NOT TO SCALE - 1 TYPICAL ROOF/FLOOR DECK NOT TO SCALE - 2 METAL DECK SCHEDULE NOT TO SCALE - 3 TYPICAL STEEL DECK TO BEAM/JOIST WELD DETAILS NOT TO SCALE - 4 ROOF DECK OPENING DETAIL (12" MAX OPENING) NOT TO SCALE - 5 DETAIL AT GROUPS OF HOLES NOT TO SCALE - 6 METAL DECK WELDING NOT TO SCALE - 7 FRAMING @ OPENING IN ROOF DECK A 01S301 B 01S301 3'- 4 " 3' - 4 " 19 ' - 4 " 45'-0" 3'-4" 38'-4" 3'-4" 10'-4" 3'-3" 4' - 0 1 / 2 " 4'- 7 " 4'- 0 1 / 2 " SL O P E SL O P E SLOPE SL O P E 5 3 2 5 14 TYP TYP 4' - 4 1 / 2 " 4'- 4 1 / 2 " SL O P E SL O P E SL O P E SL O P E 2'-10" 3'-2" 2'-10" 3'-2" 2'-10" 3'-2" 2'-10" 3'-10 3/4" 2'-6" 1'-1" SL O P E 3' - 1 1 " GENERAL NOTES: 1. SEE SHEETS 00S001 AND 00S002 FOR GENERAL STRUCTURAL NOTES AND SPECIAL INSPECTION SCHEDULE. 2. SEE SHEETS 00S501 THROUGH 00S505 FOR STANDARD DETAILS. 3. SEE CIVIL DRAWINGS FOR LOCATION OF STRUCTURE AND COORDINATE POINTS. 4. SHORING FOR EXCAVATION NOT SHOWN FOR CLARITY. SEE CIVIL DRAWINGS AND SPECIFICATION SECTION 31 23 00 FOR EXCAVATION AND SHORING REQUIREMENTS. KEY NOTES 1. PROVIDE REINFORCEMENT AT WALL CORNERS AND INTERSECTIONS PER STANDARD DETAIL 5 ON SHEET 00S501 2. SEE PROCESS DRAWINGS FOR LOCATIONS OF PIPE PENETRATIONS IN WET WELL WALLS. PROVIDE ADDITIONAL REINFORCEMENT AT PENETRATIONS PER STANDARD DETAIL 1 ON SHEET 00S502. 3. CONCRETE FILL PER SPECIFICATIONS. COORDINATE REQUIRED DIMENSIONS AND ELEVATIONS WITH STRUCTURAL AND PROCESS DRAWINGS. REINFORCE CONCRETE FILL WITH #4@12” EW PLACED 2” CLEAR FROM FINISHED SURFACE OF FILL. SURFACES OF FORMED OR FINISHED SURFACES TO RECEIVE CONCRETE FILL SHALL BE INTENTIONALLY ROUGHENED TO A MINIMUM 1/4” AMPLITUDE PER SPECIFICATIONS PRIOR TO PLACING CONCRETE FILL. KEY THE CONCRETE FILL INTO CONCRETE WALLS AND BOTTOM SLAB PER DETAIL 4 ON SHEET 01S501, AS REQUIRED TO AVOID FEATHERED EDGES. SUBMIT SHOP DRAWING INDICATING SIZE AND LOCATION OF KEYS FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 4. 3’-6” THICK CONCRETE BOTTOM SLAB. REINFORCE WITH #7@6” EW T&B, H2E. 5. COORDINATE POINT PER CIVIL DRAWINGS. PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 STRUCTURAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS 1/4" = 1'-0" R: \ d 1 1 1 7 6 9 5 \ 1 0 1 5 6 4 2 3 _ 0 0 S . r v t 9/ 2 8 / 2 0 2 1 1 0 : 2 5 : 4 3 A M 01S101 WET WELL 10156423 C. REVIS 10156423_00S.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station FOUNDATION PLAN 1/4" = 1'-0" WET WELL FOUNDATION PLAN A 01S301 B 01S301 45'-0" 19 ' - 4 " 2 01S501 3' - 4 " 3'-4" 4' - 6 " 4'- 1 " 4 5 2' - 6 " 1' - 4 " 3 2 5 TYP OF 6 5' - 6 " 2'-3" 1'-6" 4'-6" 1'-6" 4'-6" 1'-6" 4'-6" 1'-6" 4'-6" 1'-6" 4'-6" 1'-6" 4'-7" 6 6 6 6 6 6 6 1 1 SI M 01S505 2 19 ' - 4 " 45'-0" GENERAL NOTES: 1. SEE SHEETS 00S001 AND 00S002 FOR GENERAL STRUCTURAL NOTES AND SPECIAL INSPECTION SCHEDULE. 2. SEE SHEETS 00S501 THROUGH 00S505 FOR STANDARD DETAILS. 3. SEE CIVIL DRAWINGS FOR LOCATION OF STRUCTURE AND COORDINATE POINTS. 4. CONCRETE TOP SLAB AND BEAMS SHALL ATTAIN SPECIFIED 28-DAY COMPRESSIVE STRENGTH PRIOR TO BACKFILLING BEHIND THE CONCRETE WALLS OF THE STRUCTURE. KEY NOTES 1. PENETRATION THRU TOP SLAB. SEE PROCESS DWGS 2. DOUBLE-LEAF FLOOR ACCESS DOOR PER SPECIFICATION SECTION 08 31 00. 3. SINGLE-LEAF FLOOR ACCESS DOOR PER SPECIFICATON SECTION 08 31 00. 4. 1’-6” THICK CONCRETE TOP SLAB. REINFORCE WITH #5 @6” T&B BARS SPANNING IN EAST-WEST DIRECTION AND #5@12” T&B BARS SPANNING IN NORTH-SOUTH DIRECTION 5. COORDINATE POINT PER CIVIL DRAWINGS. 6. REGION OF TOP SLAB TO BE REINFORCED AS A CONCRETE BEAM PER DETAIL 3 ON SHEET 01S501, TYPICAL. PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 STRUCTURAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS 1/4" = 1'-0" R: \ d 1 1 1 7 6 9 5 \ 1 0 1 5 6 4 2 3 _ 0 0 S . r v t 9/ 2 8 / 2 0 2 1 1 0 : 2 5 : 4 3 A M 01S102 WET WELL 10156423 C. REVIS 10156423_00S.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station TOP PLAN 1/4" = 1'-0" WET WELL TOP PLAN A 01S302 B 01S302 74'-8" 29 ' - 4 " 3'- 4 " 3 ' - 4 " OPENING 10'-0" 2'-8" 3' - 4 " 8" 3' - 4 " 2'- 8 " 8'-2" 3'-11" 3'- 1 1 " 14 ' - 1 0 " 8" MIN THK SLAB-ON-GRADE REINFORCED WITH #5@6" EW CENTERED, TYP UNO 26" MIN THK MAT FND SLAB REINFORCED W/ #6@12" EW T&B 4 10 10 5 6 6 8" 14'-8" 20'-0" 20'-0" NOM 8" 7'-0" NOM 8" 2'-4" 8" OP E N I N G 12 ' - 0 " 7'-4" 8" 6'-8" 12'-0" 4'-0" 12'-0" 6'-8" 7'-4" 12'-0" 2'-0" 8" 8" 8" 8" 4'-0" 8" 2'-0" 3'-4" 8" 2'-0" 8" 8" 8" T Y P 1 4 '-8 " 8 " 8 " 8" 1 TYP 4 4 4 4 9 4 4 12 TYP 4 SIDES 4 44 4 4 4 9 8 TYP OF 6 3 TYP OF 4 4 7 TYP 2 TYP EDGE OF WET WELL, SEE SHEET 01S101 14'-0" 11 TYP UNO CJ 13 CJ SJ SJ CJ SJ SJ 14 TYP 01S502 1 8 " 15 6 4 '-8 " 6 6 GENERAL NOTES 1. SEE SHEETS 00S001 AND 00S002 FOR GENERAL STRUCTURAL NOTES AND SPECIAL INSPECTION SCHEDULE. 2. SEE SHEETS 00S501 THROUGH 00S505 FOR STANDARD DETAILS. 3. SEE CIVIL DRAWINGS FOR LOCATION OF STRUCTURE AND COORDINATE POINTS. 4. SHORING FOR EXCAVATION OF ADJACENT WET WELL STRUCTURE NOT SHOWN FOR CLARITY. SEE CIVIL DRAWINGS AND SPECIFICATION SECTION 31 23 00 FOR EXCAVATION AND SHORING REQUIREMENTS. 5. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 6. ALL UNDERSLAB PIPING AND CONDUIT SHALL BE CONCRETE ENCASED. SEE PROCESS AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 7. COORDINATE ALL OPENINGS IN THE CMU WALLS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. PROVIDE ADDITIONAL REINFORCING IN CMU WALL PER STANDARD DETAILS. KEY NOTES 1. PROVIDE REINFORCEMENT AT STEM WALL CORNERS AND INTERSECTIONS PER STANDARD DETAIL 5 ON SHEET 00S501 2. SEE PROCESS DRAWINGS FOR LOCATIONS OF PIPE PENETRATIONS THRU SLAB-ON-GRADE. PROVIDE ADDITIONAL REINFORCEMENT AT PENETRATIONS PER STANDARD DETAIL 1 ON SHEET 00S502. PENETRATION DETAIL TO BE PROVIDED PER PROCESS STANDARD DETAILS. 3. CONCRETE STOOP PER STANDARD DETAIL 4 ON SHEET 00S502. PROVIDE CLSM FILL BELOW CONCRETE STOOPS LOCATED BETWEEN CONCRETE PIERS, AS INDICATED. 4. MASONRY CONTROL JOINT (MCJ) PER STANDARD DETAIL 5 ON SHEET 00S503. 5. MASONRY SHEAR WALL PIER. REINFORCE WITH (2) #5@8” DOUBLE CENTERED VERTS FULL HEIGHT OF WALL AND #5 @8” HORIZONTAL REINFORCING. SEE STANDARD DETAILS FOR ADDITIONAL INFORMATION. 6. MASONRY SHEAR WALL PIER. REINFORCE WITH #5@8” SINGLE CENTERED VERTS FULL HEIGHT OF WALL AND #5 @16” HORIZONTAL REINFORCING. SEE STANDARD DETAILS FOR ADDITIONAL INFORMATION. 7. 8” (NOMINAL) CMU WALL AT PERIMETER OF BUILDING. REINFORCE WALL PER STANDARD DETAIL 4 ON SHEET 00S503, UNLESS OTHERWISE NOTED. 8. MASONRY WALL PIER TO SUPPORT CANOPY STRUCTURE. REINFORCE PER STANDARD DETAIL 4 ON SHEET 00S503. 9. COORDINATE POINT PER CIVIL DRAWINGS. 10. 8” (NOMINAL) CMU INTERIOR WALL. REINFORCE WALL PER STANDARD DETAIL 4 ON SHEET 00S503. PROVIDE THICKENED SLAB FOOTING UNDER INTERIOR WALL PER STANDARD DETAIL 2 ON SHEET 00S502. 11. SLAB-ON-GRADE JOINT (SJ) PER STANDARD DETAILS. 12. 1” (MINIMUM) ISOLATION JOINT ALL AROUND MAT FOUNDATION SLAB SUPPORTING GENERATOR. SEE STANDARD DETAILS FOR ADDITIONAL INFORMATION. 13. CONSTRUCTION JOINT IN SLAB PER STANDARD DETAILS. 14. HOUSEKEEPING PAD PER STANDARD DETAILS. 15. HSS8x8x1/4" STEEL COLUMN. SEE DETAIL 3 ON SHEET 01S502 FOR CONNECTION DETAIL AT STEM WALL. PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 STRUCTURAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS 1/4" = 1'-0" R :\d 1 1 1 7 6 9 5 \1 0 1 5 6 4 2 3 _0 0 S .r v t 9 /2 8 /2 0 2 1 1 0 :2 5 :4 4 A M 01S103 LIFT STATION 10156423 C. REVIS 10156423_00S.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station FOUNDATION PLAN 1/4" = 1'-0" LIFT STATION FOUNDATION PLAN 4'-0" 4'-8" 6'-6" 6'-6" 7'-2" 7'-2" 7'-2" 7'-2" 6'-4" 4'-0" 4'-0" 4'-0" A 01S302 B 01S302 4'-8" 22 K O P E N W E B S T E E L J O I S T 22 K O P E N W E B S T E E L J O I S T 22 K O P E N W E B S T E E L J O I S T 22 K O P E N W E B S T E E L J O I S T 22 K O P E N W E B S T E E L J O I S T 22 K O P E N W E B S T E E L J O I S T 22 K O P E N W E B S T E E L J O I S T 22 K O P E N W E B S T E E L J O I S T 22 K O P E N W E B S T E E L J O I S T 22 K O P E N W E B S T E E L J O I S T 74'-8" 32 ' - 8 " OVERHANG 0" 8" 8" OVERHANG 0" O V E R H A N G 3 '-4 " O V E R H A N G 0 " 01S504 1 BELOW 2 3 '-2 " 3 '-2 " 6 E Q U A L S P A C E S @ 3 '-1 0 " = 2 3 '-0 " 3 SL O P E 4 5 8 9 6 7 6 1 4 8 TYP TYP TYP TYP 8 8 10 GENERAL NOTES: 1. SEE SHEETS 00S001 AND 00S002 FOR GENERAL STRUCTURAL NOTES AND SPECIAL INSPECTION SCHEDULE. 2. SEE SHEETS 00S501 THROUGH 00S505 FOR STANDARD DETAILS. 3. SEE CIVIL DRAWINGS FOR LOCATION OF STRUCTURE AND COORDINATE POINTS. 4. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS NOT SHOWN. COORDINATE AND/OR VERIFY ALL OPENING SIZES AND REQUIRED TOP CHORD EXTENSION LENGTHS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 5. PROVIDE HORIZONTAL BRIDGING AND X-BRACING OF OPEN WEB STEEL JOISTS PER SPECIFICATIONS. DESIGN OF HORIZONTAL BRIDGING AND X-BRACING BY JOIST MANUFACTURER. SEE STANDARD DETAIL OF EXAMPLE BRIDGING/BRACING CONNECTIONS AT CMU WALLS FOR BID PURPOSES. JOIST MANUFACTURER SHALL PROVIDE FINAL DESIGN OF CONNECTIONS AT CMU WALLS AND SUBMIT DETAILS FOR REVIEW AND APPROVAL. 6. OPEN WEB STEEL JOISTS SHALL BE DESIGNED FOR THE DESIGN CRITERIA DEFINED ON SHEET 00S001. ADDITIONALLY JOIST EXTENSIONS SHALL ALSO BE DESIGNED TO SUPPORT A MINIMUM CONCENTRATED DEAD LOAD OF 300 LBS. ALL LOADS SHALL BE COMBINED PER THE REQUIREMENTS OF THE 2012 IBC AND ASCE 7-10. MINIMUM JOIST SIZE TO BE 22K9. 7. COORDINATE ALL OPENINGS IN THE CMU WALLS BELOW WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. PROVIDE ADDITIONAL REINFORCING IN CMU WALL PER STANDARD DETAILS. KEY NOTES 1. METAL ROOF DECK PER SPECIFICATION SECTION 05 30 00. ARROW ON PLAN INDICATES SPAN DIRECTION OF METAL ROOF DECK. SEE STANDARD DETAILS ON SHEET 00S505 FOR REQUIRED ATTACHMENT DETAILS FOR METAL ROOF DECK. 2. TOP OF MASONRY ELEVATION AT WALL ALONG THIS LINE = 4634.67’. PROVIDE BLOCKOUT IN MASONRY WALL AT JOIST BEARING LOCATIONS PER DETAIL 1 ON SHEET 01S503. 3. TOP OF MASONRY ELEVATION AT WALL ALONG THIS LINE TO BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND REQUIRED ROOF SLOPE. PROVIDE BLOCKOUT IN MASONRY WALL AT JOIST BEARING LOCATIONS PER DETAIL 3 ON SHEET 01S503. 4. 2.5K3 TOP OF WALL BRACING PROVIDED BY JOIST MANUFACTURER, TYPICAL. 5. MASONRY LINTEL AT OPENING IN WALL BELOW PER DETAIL 2 ON SHEET 00S503. 6. ROOF DECK SUPPORT AT INTERIOR MASONRY WALL BELOW PER DETAIL 6 ON SHEET 00S104. 7. HORIZONTAL BRIDGING AND X-BRACING OF OPEN WEB STEEL JOISTS, MINIMUM OF THREE ROWS REQUIRED. SEE GENERAL NOTE 5 THIS SHEET FOR ADDITIONAL INFORMATION. 8. OUTRIGGER BEAM TO SUPPORT METAL ROOF DECK. PROVIDE CONNECTION AT MASONRY WALL PER DETAIL 4 ON SHEET 01S503, TYPICAL. 9. ENTRY CANOPY BELOW. SEE SHEET 01S504 FOR ADDITIONAL INFORMATION. 10. HSS COLUMN BELOW. CONNECT COLUMN TO UNDERSIDE OF MASONRY LINTEL PER DETAIL 4 ON SHEET 01S502. PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 STRUCTURAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS 1/4" = 1'-0" R :\d 1 1 1 7 6 9 5 \1 0 1 5 6 4 2 3 _0 0 S .r v t 9 /2 8 /2 0 2 1 1 0 :2 5 :4 5 A M 01S104 LIFT STATION 10156423 C. REVIS 10156423_00S.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station ROOF FRAMING PLAN 1/4" = 1'-0" BUILDING ROOF FRAMING PLAN BOTTOM OF WETWELL 4593.08 TOP OF WETWELL 4622.00 7'- 1 " 01S501 5 01S501 1 7'- 6 3 / 4 " 4' - 9 7 / 8 " R 7 '-0 " R 4 '-8 1 /8 " 01S501 6 3' - 6 " 01S501 4 01S501 7 TYP TOP OF CONC FILL AT WALL BEYOND SL O P E SL O P E SL O P E SL O P E SL O P E BOTTOM OF WETWELL 4593.08 TOP OF WETWELL 4622.00 3 01S501 TYP 01S501 4 TYP 01S501 1 14 ' - 7 3 / 8 " 3' - 6 " 01S501 5 FACE OF CONC FILL BEYOND PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 STRUCTURAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS 1/4" = 1'-0" R: \ d 1 1 1 7 6 9 5 \ 1 0 1 5 6 4 2 3 _ 0 0 S . r v t 9/ 2 8 / 2 0 2 1 1 0 : 2 5 : 4 5 A M 01S301 WET WELL 10156423 C. REVIS 10156423_00S.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station FULL SECTIONS 01S101 1/4" = 1'-0" A FULL SECTION 01S101 1/4" = 1'-0" FULL SECTION B FIRST FLOOR 4622.00 TOM LOW 4634.67 01S502 A 00S502 2 01S502 B 01S503 B 00S504 6 01S503 B REV 01S502 C FIRST FLOOR 4622.00 TOM LOW 4634.67 TOF 4618.50 TOP OF WETWELL 4622.00 TOM CANOPY 4632.00 12 2 01S504 2 WET WELL BEYOND 01S503 C 01S503 A TYP 01S502 A CANOPY SEE SHEET 01S504 PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 STRUCTURAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS 1/4" = 1'-0" R: \ d 1 1 1 7 6 9 5 \ 1 0 1 5 6 4 2 3 _ 0 0 S . r v t 9/ 2 8 / 2 0 2 1 1 0 : 2 5 : 4 6 A M 01S302 LIFT STATION 10156423 C. REVIS 10156423_00S.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station FULL SECTIONS 01S103 1/4" = 1'-0" A FULL SECTION 01S103 1/4" = 1'-0" B FULL SECTION BOTTOM OF WETWELL 4593.08 3" C L R 3" C L R 3' - 6 " TY P 8' - 0 " #6 B A R L A P LA P (2) #5@12" CONT 2'-0" LONG HOOK, TYP #7@6" DOWELS, H1E #6@6" EF CONT #6@12" #7@6" DOWELS, H1E #6@6" SLAB REINFORCING PER PLAN CONC FILL NOT SHOWN FOR CLARITY SEE PLAN TOC EL 4622.00 1'- 6 " 2" C L R #6@6" EF CONT #6@6", H1E #6@12" #6@6" ROUGHENED CJ PER SPECS FINISHED GRADE SEE CIVIL DWGS SLAB REINFORCING PER PLAN LA P , T Y P 3 01S501 NOTES: 1. FOR ADDITIONAL INFORMATION, SEE 1 - 1'- 6 " STIRRUP, TYP 3" TO FIRST STIRRUPS AT 6", TYP BOTTOM OF SLAB BEYOND (HIDDEN) PE R P L A N SL A B " T " CL R 2" CL R 2" SLAB REINF PER PLAN CONC BEAM BETWEEN FLOOR ACCESS DOORS BEYOND. SEE NOTE 1 NOTES: 1. SEE DETAIL 7 ON THIS SHEET FOR ADDITIONAL INFORMATION. 2. REGION OF SLAB TO BE REINFORCED AS A CONCRETE BEAM. SEE PLAN. SEE NOTE 2 CONC FILL PER PLAN #4@12" EW REINFORCING IN CONC FILL. NOTE 2 2 " C L R SE E N O T E 1 1' - 0 " M I N 2" CONC WALL OR SLAB AS OCCURS SEE NOTE 3 NOTES: 1. LENGTH OF BLOCKOUT SHALL BE AS REQUIRED TO MAINTAIN 2" MINIMUM THICKNESS OF CONCRETE FILL ABOVE FACE OF CONCRETE WALL/SLAB. 2. CONCRETE FILL REINFORCING SHALL CROSS WEAKENED PLANE AT EDGE OF BLOCKOUT. 3. PROVIDE ROUGHENED SURFACE AT CONCRETE WALL/SLAB IN AREA OF CONCRETE FILL IN ACCORDANCE WITH SPECIFICATION PRIOR TO PLACING CONCRETE FILL. LINE OF WEAKENED PLANE AT BLOCKOUT BOTTOM OF WETWELL 4593.08 5' - 8 " 2'-0" 8' - 0 " #6 B A R L A P LAP LAP 14'-6 1/2" 5'-0 1/2" 2' - 2 " 3' - 6 " 3" C L R 3" C L R #7@6" Z-BAR LAP w/ TOP MAT, TYP #5@6", H2E #5@6", H2E #7@6", H1E SLAB REINFORCING PER PLAN #7@6" SLAB REINFORCING PER PLAN LINE OF CONCRETE FILL AT WALL BEYOND, TYP #5@12" LAP 2 1 SEE PLAN 2" C L R 2" C L R 2" CLR 2" CLR FLOOR ACCESS DOOR PER PLAN, TYP (4) #6 T&B CONT #4@6" CLOSED STIRRUPS AS NOTED PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 STRUCTURAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS R: \ d 1 1 1 7 6 9 5 \ 1 0 1 5 6 4 2 3 _ 0 0 S . r v t 9/ 2 8 / 2 0 2 1 1 0 : 2 5 : 4 6 A M 01S501 10156423 C. REVIS 10156423_00S.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station SECTIONS AND DETAILS 1 01S301 1/2" = 1'-0" 5 SECTION - WALL AT BOTTOM SLAB 01S301 1/2" = 1'-0" 1 SECTION - TOP SLAB AT WALL 01S102 1/2" = 1'-0" 2 DETAIL - BEAM AT WALL 01S301 1" = 1'-0" 3 WET WELL BEAM SECTION 01S301 1" = 1'-0" 4 CONC FILL AT WALL/SLAB 01S301 1/2" = 1'-0" 6 SECTION THRU SUMP 01S301 1" = 1'-0" 7 SECTION THRU BEAM FIRST FLOOR 4622.00 TOF 4618.50 D 01S502 8" 8" FOR ADD'L INFO SEE A 01S502 EDGE OF WALL FTG BEYOND WALL FTG REINF CONT, TYP CMU WALL PIER PER PARTIAL PLAN #5@12" T&B EXTEND WALL FTG REINF T&B 1' - 0 " STD 90° HOOK, TYP ON HORIZONTALS FIN GRADE SEE CIVIL DWGS 2" FIRST FLOOR 4622.00 TOF 4618.50 2'-8" 1' - 0 " 1'-0" 8" 1'-0" 2" C L R 3" C L R MA S O N R Y L A P CO N C L A P 1" JT 2'-0" DOWELS TO MATCH SIZE AND SPACING OF CMU WALL VERTS FOR CMU WALL REINF. SEE SHEET 00S503 FIN GRADE SEE CIVIL DWGS (4) #5 CONT T&B #5@12" T&B #5@12" DOWEL, H1E ALT. HOOKS CENTER IN WALL #5@12" CONT SEE NOTE 2 SEE ARCH'L DWGS SEE NOTE 3 SLAB REINF PER PLAN NOTES: 1. SUBGRADE PREPARATION AND BACKFILL BELOW FTG AND SLAB PER SPECS. FILL SHALL BE PLACED EVENLY ON BOTH SIDES OF THE WALL DURING CONSTRUCTION WITH A MAXIMUM DIFFERENTIAL OF 8-INCHES BETWEEN EXTERIOR AND INTERIOR SIDES OF THE STEM WALL 2. #4@24" THREADBAR COUPLER WITH STD 90° HOOK AND MATCHING THREADBAR DOWEL. PROVIDE ADDITIONAL #5 BAR CONT IN STEM WALL TO ENGAGE HOOK ON COUPLER, AS SHOWN 3. 1" EXPANDED POLYSTYRENE WITH MINIMUM 1/2" DEEP SEALANT AT JOINT PER SPECS. FIRST FLOOR 4622.00 6" 2" C L R 3" C L R EQ PAD REINF PER PLAN FOR ADD'L INFO SEE 6/00S502 BOTTOM OF FTG TO BE FLUSH W/ BOTTOM OF EQ PAD FOR CMU WALL REINF. SEE SHEET 00S503 DOWELS TO MATCH SIZE AND SPACING OF CMU WALL VERTS, H1E SLAB REINF PER PLAN #5@12" #5@12" CONT 12" HOOK 1'-0" 3'-6" 1'- 8 " 1'-0" 2 01S502 8" WA L L P I E R 2' - 8 " C M U 1' - 0 " 8" 1'-0" 1'-0" CONC PIER BELOW REINFORCE CMU WALL PIER AS FOLLOWS - #5@8" SINGLE CENTER VERTS - #5@8" HORIZ FOR ADD'L INFORMATION SEE SHEET 00S503 D 01S502 FIRST FLOOR 4622.00 TOF 4618.50 2 01S502 FIN GRADE, TYP SEE CIVIL DWGS CMU WALL PIER REINF PER PARTIAL PLAN DOWELS TO MATCH CMU WALL PIER VERTS 2'-8" CO N C L A P MA S O N R Y L A P #5@12" #5 PLACED 2" CLR BELOW NOTCH IN CONC WALL PIER #5@8" DOWEL, H1E ALT. HOOKS CENTER IN WALL FIRST FLOOR 4622.00 TOF 4618.50 SEE NOTE 1 8" LA P 2'- 0 " #4@12" w/ STD 90° HOOK TURNED INTO PLANE OF STEM WALL #5 CONT SEE ARCH'L DWGS FOR REQ'D FLASHING LOUVER OPENING SEE ARCH'L DWGS NOTES: 1. SEE SECTION A ON THIS SHEET FOR ADDITIONAL INFORMATION NOT SHOWN OPTIONAL CJ CL COLUMN, INSERT PLATE AND STEM WALL HSS COLUMN PER PLAN CJP PL3/4"x8"x0'-10" INSERT PLATE EMBEDDED IN TOP OF STEM WALL (4) 1/2"Øx2'-0" DEFORMED BARS ANCHORS ON 4"X6" GAGE WELDED TO INSERT PLATE #3 CLOSED TIES @ 3" STEM WALL HORIZ BARS CONT, TYP SLAB REINF NOT SHOWN FOR CLARITY NOTES: 1. TEMPORARILY SHIM AND PLUMB COLUMN PRIOR TO FIELD WELDING SEE ARCH'L DWGS FOR ADD'L INFO 4" CL COLUMN AND TOP INSERT PLATE HSS COLUMN PER PLAN CJP PL1/2"x8"x1'-0" INSERT PLATE (2) 3/4"Øx4'-0" DEFORMED BARS ANCHORS ON 8" GAGE WELDED TO INSERT PLATE NOTES: 1. TEMPORARILY BRACE COLUMN AND SHORE LINTEL PER SPECIFICATIONS. SEE ARCH'L DWGS FOR ADD'L INFO LINTEL REINFORCING PER DETAIL 2/00S503 SOLID GROUT WALL FULL HEIGHT ABOVE OPENING FOR CMU WALL REINF. SEE SHEET 00S503 AS NOTED PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 STRUCTURAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS R: \ d 1 1 1 7 6 9 5 \ 1 0 1 5 6 4 2 3 _ 0 0 S . r v t 9/ 2 8 / 2 0 2 1 1 0 : 2 5 : 4 8 A M 01S502 10156423 C. REVIS 10156423_00S.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station SECTIONS AND DETAILS 2 01S502 3/4" = 1'-0" 2 DETAIL - CANOPY SUPPORT PIER 01S302 3/4" = 1'-0" A SECTION - EXT CMU WALL FTG 01S302 3/4" = 1'-0" B SECTION - INT WALL FTG AT EQ PAD 01S103 1/2" = 1'-0" 1 PARTIAL PLAN - CANOPY SUPPORT PIER 01S502 3/4" = 1'-0" D SECTION THRU CANOPY SUPPORT PIER 01S302 3/4" = 1'-0" C SECTION - STEM WALL AT LOUVER OPENING -1 1/2" = 1'-0" 3 STEEL COLUMN AT STEM WALL -1 1/2" = 1'-0" 4 TOP OF STEEL COLUMN AT CMU STL DECK. SEE PLAN PL 1/4"x6" CONT. PLATE BETWEEN JOISTS OPEN WEB STL JOIST SEE PLAN PL1/8" CONT BENT PLATE EAVE ANGLE MITER, WELD & GRIND SMOOTH AT CORNERS FOR CMU WALL REINF. SEE SHEET 00S503 (2) #5 CONT IN 8" DEEP BOND BEAM BELOW JOIST BEARING EL & (2) #5 AT 2" CLR OF TOW BETWEEN JOIST POCKETS. INSERT "A" @ 32" CENTERED BETWEEN JOISTS. SEE 3/00S504 SEE ARCH'L DWGS FOR WALL FINISHES DECK ATTACHMENT PER 1/00S505 CMU 8" 3/16 4 1/8 EACH INSERT BENT PL TO EACH JOIST 3" AS R E Q ' D RFI 9: HEIGHT OF PLATE TO BE COORDINATED WITH THE ROOFING INSTALLATION CL JOIST & BRG PLATE PL 5/8"x6"x1'-0" BRG PLATE w/ (2) 1"ø HOLES CL AB's & WALL OPEN WEB STL JOIST w/ LEVEL BRG SEAT. SEE PLAN (2) 3/4"ø x1'-0" A.B.'s w/ LEVELING NUT & 3" THREADED PROJECTION POCKET CMU 16" WIDE AT EACH JOIST. GROUT POCKET AFTER INSTALLATION OF ALL ROOFING. KEEP OUTER FACE SHELL INTACT SEE ARCH'L DWGS FOR WALL FINISHES NOTE: FOR ADDITIONAL INFORMATION, SEE EACH JOIST DECK ATTACHMENT PER STD DETAILS GR O U T ±1 " N O N - S H R I N K 5 1 / 2 " TY P 2" 1'-0" TYP 1 1/2" A 01S503 1/8 4 2" EDGE OF BRG PLATE TOM EL @ LOW PT SEE ARCH'L DWGS TOM EL VARIES OPEN WEB STL JOIST. SEE PLAN STL DECK. SEE PLAN PL 1/4"x6"x AS REQ'D CONT PLATE INSERT 'B' @ 32" CENTERED BETWEEN OUTRIGGERS. SEE 1/00S504 (2) #5 AT 2" CLR OF TOW BETWEEN OUTRIGGER POCKETS. SLOPE WITH TOW (2) #5 CONT BELOW OUTRIGGER BEARING EL. SLOPE WITH TOW. SEE ARCH'L DWGS FOR WALL FINISHES PL1/8" CONT BENT PLATE EAVE ANGLE MITER, WELD & GRIND SMOOTH AT CORNERS DECK ATTACHMENT PER STD DETAILS CMU 8" 1/4 1/4 4 4 AT EACH INSERT AND AT EACH OUTRIGGER 3" AS R E Q ' D RFI 9: HEIGHT OF PLATE TO BE COORDINATED WITH THE ROOFING INSTALLATION OPEN WEB STL JOIST. SEE PLAN STL DECK. SEE PLAN BRIDGING WHERE OCCURS PER MFR RECOMMENDATION 2.5K3 BRACING SEE PLAN CL AB's & WALL PL 5/8"x 5 1/2"x1'-0" BRG PLATE w/(2) 1"ø HOLES CL OUTRIGGER & BRG PLATE POCKET CMU 16" WIDE AND FLUSH TO DECK AT EACH OUTRIGGER (2) 3/4"ø x1'-0" AB's w/ LEVELING NUT & 3" THREADED PROJECTION SEE ARCH'L DWGS FOR WALL FINISHES ±1 1/2" NON -SHRINK GROUT 2" TYP 1 1/2" TY P 2" 5 1 / 2 " 1'-0" 1/8 3 TYP SEE NOTE 3 NOTES: 1. FOR ADDITIONAL INFORMATION, SEE 2. PROVIDE JOIST BRIDGING CONNECTION AT CMU WALL PER 3. AT CONTRACTOR'S OPTION, AN ALTERNATE CONNECTION DETAIL MAY BE SUBMITTED FOR REVIEW AND APPROVAL. B 01S503 4 00S504 SEE NOTE 2 TOW CMU (HIGH) SEE FULL SECTIONS L STL DECK. SEE PLAN PL 1/4"x6" CONT. PLATE BETWEEN JOISTS OPEN WEB STL JOIST SEE PLAN SEE ARCH'L DWGS FOR WALL FINISHES FOR CMU WALL REINF. SEE 00S503 PL1/8" CONT BENT PLATE EAVE ANGLE MITER, WELD & GRIND SMOOTH AT CORNERS (2) #5 CONT IN 8" DEEP BOND BEAM BELOW JOIST BEARING EL & (2) #5 AT 2" CLR OF TOW BETWEEN JOIST POCKETS. INSERT "A" @ 32" CENTERED BETWEEN JOISTS. SEE 3/00S504 SEE ARCH'L DWGS OVERHANG 3/16 4 EACH INSERT DECK ATTACHMENT PER STD DETAILS 1/8 1/8 EACH JOIST 3" A S R E Q 'D TOP CHORD EXTENSION ON OPEN WEB STL JOIST. DESIGN BY MFR CL AB's & WALL POCKET CMU 16" WIDE AT EACH JOIST. GROUT POCKET AFTER INSTALLATION OF ALL ROOFING. KEEP OUTER FACE SHELL INTACT (2) 3/4"ø x1'-0" AB's w/ LEVELING NUT & 3" THREADED PROJECTION OPEN WEB STL JOIST w/ LEVEL BRG SEAT. SEE PLAN PL 5/8"x6"x1'-0" BRG PLATE w/ (2) 1"ø HOLES CL JOIST & BRG PLATE SEE ARCH'L DWGS FOR WALL FINISHES ±1" NON - SHRINK GROUT NOTE: FOR ADDITIONAL INFORMATION, SEE TYP 1 1/2" 5 1 /2 " T Y P 2 " 1'-0" 1/8 4 EACH JOIST C 01S503 DECK ATTACHMENT PER STD DETAILS 2" EDGE OF BRG PLATE 2'-0" CL INSERT CL INSERT AND WALL HSS 2-1/2"X2-1/2"X5/16" CENTERED ON WALL PARALLEL TO SPAN 3/16" CAP PLATE SEAL WELDED ALL AROUND, TYP EACH END OF HSS INSERT "A", TYP SEE 3/00S504 1/4 1/4 TYP EA INSERT WALL PARALLEL TO SPAN OF HSS SEE PLAN NOTE: FOR ADDITIONAL INFORMATION, SEE C 01S503 1/8 1/8 EACH HSS POCKET TOP OF WALLS AS REQ'D GROUT AFTER ROOF INSTALLATION AS NOTED PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 STRUCTURAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS R :\d 1 1 1 7 6 9 5 \1 0 1 5 6 4 2 3 _0 0 S .r v t 9 /2 8 /2 0 2 1 1 0 :2 5 :5 1 A M 01S503 10156423 C. REVIS 10156423_00S.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station SECTIONS AND DETAILS 3 01S302 3/4" = 1'-0" A SECTION BETWEEN JOISTS LOW END 3/4" = 1'-0" 1 DETAIL - JOIST BRG AT LOW END 01S302 3/4" = 1'-0" B SECTION - GABLE WALL BETWEEN OUTRIGGERS 3/4" = 1'-0" 2 DETAIL AT OUTRIGGER BRG 01S302 3/4" = 1'-0" C SECTION BETWEEN JOISTS UPPER END 3/4" = 1'-0" 3 DETAIL - JOIST BRG AT UPPER END NOT TO SCALE - 4 OUTRIGGER BEAM DETAIL C8 X 1 1 . 5 C6X10.5 C8X11.5 C8 X 1 1 . 5 5' - 2 1 / 4 " WT 8 X 1 5 . 5 9'-0" 8'-8" 8'-8" 8'-8" 9'-0" 44'-0" L1 1/2"x 1 1/2" x 1/4" TYP WT 8 X 1 5 . 5 WT 8 X 1 5 . 5 WT 8 X 1 5 . 5 C6X10.5 C6X10.5 C6X10.5 C6X10.5 PL 1/4", TYP 2 01S504 C6X10.5 C6X10.5 C6X10.5 C6X10.5 C6X10.5 BACK OF CHANNEL 2' - 8 " WELD C6 TO INSERT PLATE AT TOP OF CMU WALL PIER SINGLE PLATE SHEAR CONN. PER 1/00S504, TYP NOTES: 1. FOR ATTACHMENT OF 1/4-INCH PLATE, PROVIDE 5/8" DIAMETER PLUG WELDS AT 12" ON-CENTER AT ALL SUPPORTING ELEMENTS. GRIND PLUG WELDS SMOOTH TO TOP SURFACE OF THE PLATE AFTER WELDING. TYP WELD C6 TO INSERT PLATE AT TOP OF CMU WALL PIER MITER AND WELD FOR CONTINUITY AT CORNERS OF PERIMETER C8, TYP TOM CANOPY 4632.00 C8 PER PLAN C6 PER PLAN C6 PER PLAN C8 OR WT PER PLAN PL1/4 8" L1 1/2" x 1 1/2" x1/4" EACH SIDE OF WT AND ON ONE SIDE OF C8 BEAMS. SEE PLAN COPE AS REQ'D INSERT "A" SIM PER DETAIL 3/00S504. PROVIDE 7 5/8" SQ PLATE IN LIEU OF 7" SQ PLATE EDGE OF INSERT PLATE TO BE FLUSH WITH EDGE OF CMU WALL PIER, TYP 2 PLACES AT EACH CMU WALL PIER CMU WALL PIER REINFORCING PER PARTIAL PLAN ON SHEET 00S502 CMU WALL PER PLAN 1/4 1/4 TYP EA INSERT PL3/8"x4"x0'-7" w/ (2) 3/4"Ø BOLTS ON 3" GAGE. SIM TO DETAIL 1/00S504, TYP SINGLE PLATE CONN. PER DETAIL 1/00S504, TYP L1 1/2" x 1 1/2" x 1/4" CONT BETWEEN BEAMS 3/16 3/16 2-12 2-12 STAGGER TYP PLATE ATTACHMENT PER PLAN, TYP SEE ARCH'L DWGS FOR ADD'L INFO 1/4 TYP EA C6 WHERE NOTED ON PLAN AS NOTED PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 STRUCTURAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS R: \ d 1 1 1 7 6 9 5 \ 1 0 1 5 6 4 2 3 _ 0 0 S . r v t 9/ 2 8 / 2 0 2 1 1 0 : 2 5 : 5 2 A M 01S504 10156423 C. REVIS 10156423_00S.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station SECTIONS AND DETAILS 4 01S104 1/4" = 1'-0" 1 TOP FRAMING PLAN - CANOPY 01S302 1 1/2" = 1'-0" 2 DETAIL - CANOPY BEAM AT CMU PIER T IC IC IC IC IC IC IC IC IC IC IC IC IC IC IC IC IC IC IC IC IC IC 01A201 1 01A201 2 01A202 1 01A202 2 74'-8" 29 ' - 4 " 22'-0" 37'-4" 15'-4" ELECTRICAL ROOM 01 FLOW METER ROOM 02 GENERATOR ROOM 03 D-01A 2'-8" 10'-0" 2'-8" 10 ' - 0 " 12 ' - 0 " 8" 3' - 4 " 3' - 4 " 12'-0" 6'-8" 28'-0" 6'-8" 21'-4" 2'-0" 4'-0" 2'-0" TYP 8'-0" D-02A D-02C D-03A 2' - 8 " 8" LVR -02 LVR -03 LVR -01 D-03B D-02B 15'-4" DOWNSPOUT DOWNSPOUT 8" 8" FLOOR DRAIN B 01A301 C 01A301 A 01A301 GRAVEL TRENCH DRAIN DOWNSPOUT F 01A302 E 01A302 FLOOR DRAIN SPLASH BLOCK SPLASH BLOCK FLOOR DRAIN FLOOR DRAIN D 01A302 PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 ARCHITECTURAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS 1/4" = 1'-0" R: \ d 1 1 1 7 6 9 9 \ 1 0 1 5 6 4 2 3 _ 0 0 A . r v t 9/ 2 8 / 2 0 2 1 1 0 : 3 4 : 0 2 A M 01A101 LIFT STATION 10156423 C. REVIS 10156423_00A.RVT Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station FLOOR PLAN 1/4" = 1'-0" PLAN CODE INFORMATION: APPLICABLE CODES AND STANDARDS: 1.1 APPLICABLE CODES A. 2012 INTERNATIONAL BUILDING CODE B. 2012 INTERNATIONAL MECHANICAL CODE C. 2012 INTERNATIONAL FIRE CODE D. 2012 UNIFORM PLUMBING CODE E. 2014 NATIONAL ELECTRICAL CODE (NFPA 70) F. 2012 IECC/MONTANA STATE ENERGY CODE G. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) STANDARDS AND CODES H. TITLE 29 -CODE OF FEDERAL REGULATIONS, PART 1910 -OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) 1.2 CODE INFORMATION A. OCCUPANCY (SECTION 302): F -2 B. TYPE OF CONSTRUCTION (SECTION 602): CONSTRUCTION TYPE VB. 1. FIRE -RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) (TABLE 602): NOT REQUIRED. 2. FIRE -RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (TABLE 603): NO REQUIREMENTS > 30 FT C. BUILDING HEIGHTS & AREAS: CHAPTER 5 1. ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 503): a. HEIGHT (BASED ON F -1 OCC.): 1 STORY b. AREA (BASED ON F -1 OCC.): 8,500 SF 2. BUILDING HEIGHT: 1 STORY, 18 FEET MAX 3. BUILDING AREA: 2190 SF D. FIRE -RESISTANCE RATED CONSTRUCTION: CHAPTER 7: 1. CONSTRUCTION TYPE VB, NOT REQUIRED E. INTERIOR FINISHES: CHAPTER 8 1. INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY (TABLE 803.5): a. F-1 AND B OCCUPANCIES: CLASS C, FLAME SPREAD INDEX 76 -200; SMOKE -DEVELOPED INDEX 0 -450 b. H OCCUPANCY: CLASS B: = FLAME SPREAD INDEX 26 -75; SMOKE -DEVELOPED INDEX 0 -450 F. FIRE PRIOTECTION SYSTEMS: CHAPTER 9: 1. AUTOMATIC SPRINKLER SYSTEMS (SECTION 903): NOT REQUIRED G. MEANS OF EGRESS: CHAPTER 10 1. OCCUPANT LOAD: SECTION 1004 a. MECHANICAL EQUIPMENT ROOMS: 300 SF/OCC 1) TOTAL OCCUPANTS: 7 OCCUPANTS b. TOTAL BUILDING OCCUPANCY: 33 OCCUPANTS 2. EXIT SIGNS (SECTION 1011): a. ILLUMINATED EXITS SIGNS TO BE PROVIDED AT EACH EXTERIOR DOOR 3. EXIT ACCESS TRAVEL DISTANCE (TABLE 1016.1): a. F-1 OCCUPANCY (SPRINKLERED): 250 FT. MAXIMUM 4. NUMBER OF EXITS (SECTION 1021): a. MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD: TABLE 1019.1. b. BUILDINGS WITH ONE EXIT (TABLE 1021.2(2): 1) F-1 AND B OCCUPANCIES: 1 EXIT REQUIRED FOR < 49 OCCUPANTS. 2) EXITS PROVIDED: 3 EXITS PLUS INDIVIDUAL EXITS FROM PROCESS FLOW METER ROOM, ELECTRICAL H. ADA ACCESSIBILITY: CHAPTER 11: NOT REQUIRED 01A201 1 SL O P E : 2" / 1 2 " OUTLINE OF EXTERIOR WALL BELOW STANDING SEAM METAL ROOFING SNOW RETENTION SYSTEM METAL GUTTER 01A202 2 01A202 1 01A201 2METAL CANOPY (SEE STRUCTURAL PLANS FOR DETAILS) 2" STEEL CHANNEL AT PERIMETER 3' - 4 " OUTLINE OF EXTERIOR WALL BELOW 29 ' - 4 " PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 ARCHITECTURAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS 1/4" = 1'-0" R: \ d 1 1 1 7 6 9 9 \ 1 0 1 5 6 4 2 3 _ 0 0 A . r v t 9/ 2 8 / 2 0 2 1 1 0 : 3 4 : 0 3 A M 01A102 LIFT STATION 10156423 C. REVIS 10156423_00A.RVT Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station ROOF PLAN 1/4" = 1'-0" ROOF FIRST FLOOR 4622.00 ROOF 4634.67 12 2 2'-6 1/4" 2'-8" 8" 10 ' - 0 " 2' - 0 " 8" 12 ' - 8 " METAL CANOPY, PAINT 2'-8"x 8"x10' CMU PIER (COLOR 2) METAL FASCIA, TYP METAL GUTTER LVR -02 D-03A 8" SMOOTH FACE CMU ABOVE 12' -0" SPLIT FACE CMU SMOOTH FACE CMU SMOOTH FACE CMU METAL SILL FLASHING GRADE 4621.50 FIRST FLOOR 4622.00 SM O O T H F A C E CM U ( C O L O R 1 ) SP L I T F A C E C M U (C O L O R 1 ) 5' - 4 " SMOOTH FACE CMU ABOVE 12' -0" SPLIT FACE CMU D-02A D-01A D-03B LVR -01 GRADE 12 ' - 0 " 3' - 4 " 7 01A503 8 01A503 GENERATOR VENT, PAINT PROCESS BYPASS CONNECTION, SEE PROCESS SHEETS, PAINT PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 ARCHITECTURAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS 1/4" = 1'-0" R: \ d 1 1 1 7 6 9 9 \ 1 0 1 5 6 4 2 3 _ 0 0 A . r v t 9/ 2 8 / 2 0 2 1 1 0 : 3 4 : 0 4 A M 01A201 LIFT STATION 10156423 C. REVIS 10156423_00A.RVT Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station ELEVATIONS - 1 01A101 1/4" = 1'-0" 1 EAST EXTERIOR ELEVATION 01A101 1/4" = 1'-0" 2 SOUTH EXTERIOR ELEVATION NOTE: MATCH FACIA WIDTHS ALL SIDES FIRST FLOOR 4622.00 METAL GUTTER 3'-4" METAL CANOPY, PAINT METAL FASCIA, TYP SMOOTH FACE CMU PLUMBING VENT 12 2 FIRST FLOOR 4622.00 ROOF 4634.67 SP L I T F A C E C M U ( C O L O R 1 ) 12 ' - 0 " METAL FASCIA, TYP METAL GUTTER SPLIT FACE CMU LVR -03 DOWN SPOUT TYP EXHAUST VENT, PAINT EXHAUST FAN, PAINT 9'- 0 " 1' - 4 " CONDENSING UNIT PLUMBING VENT SPLASH BLOCK, TYP METAL SILL FLASHING SNOW RETENTION SYSTEM PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 ARCHITECTURAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS 1/4" = 1'-0" R: \ d 1 1 1 7 6 9 9 \ 1 0 1 5 6 4 2 3 _ 0 0 A . r v t 9/ 2 8 / 2 0 2 1 1 0 : 3 4 : 0 5 A M 01A202 LIFT STATION 10156423 C. REVIS 10156423_00A.RVT Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station ELEVATIONS - 2 01A101 1/4" = 1'-0" 1 WEST EXTERIOR ELEVATION 01A101 1/4" = 1'-0" 2 NORTH EXTERIOR ELEVATION NOTE: MATCH FACIA WIDTHS ALL SIDES SCALE: 3/4" = 1'-0" WALL SECTION 01A101 B EL 4639.33 10 ' - 0 " 3'-4" EXT WALL ASSEMBLY (EXT TO INT) -8" CMU -R-10 RIGID INSUL -AIR BARRIER -METAL FURRING CHANNELS -5/8" GWB, PAINT TYP SOFFIT -7/8' METAL FURRING -METAL SOFFIT PANEL TYPICAL ROOF ASSEMBLY (TOP TO BOTTOM) - MTL ROOFING - ROOF UNDERLAYMENT - 1/2" SHEATHING - R-30 POLYISO - 1-1/2' MTL DECKING - STEEL JOISTS ROUGHENED CONST JOINT SEE STRUCTURAL FOR FOUNDATION DETAILS R-5 ISOLATION JOINT SEE STRUCTURAL FINISH FLOOR EL 4622.00 R-10 RIGID INSULATION TO TOP OF FOOTING 8' - 0 " 2'- 0 " ROUGHENED CONST JOINT SEE STRUCTURAL FOR FOUNDATION DETAILS R-5 ISOLATION JOINT SEE STRUCTURAL FINISH FLOOR EL 4622.00 R-10 RIGID INSULATION TO TOP OF FOOTING EL 4639.33 3'-4" EXT WALL ASSEMBLY (EXT TO INT) -8" CMU -R-10 RIGID INSUL -AIR BARRIER/ VAPOR RETARDER -METAL FURRING CHANNELS -5/8" GWB, PAINT TYP SOFFIT -7/8' METAL FURRING -METAL SOFFIT PANEL TYPICAL ROOF ASSEMBLY (TOP TO BOTTOM) - MTL ROOFING - ROOF UNDERLAYMENT - 1/2" SHEATHING - R-30 POLYISO - 1-1/2' MTL DECKING - STEEL JOISTS 17 ' - 4 " 12 ' - 0 " SCALE: 3/4" = 1'-0" S. WALL SECTION (TYP) 01A101 A EL 4639.33 17 ' - 4 " 3'-4" 01A503 5 EXT WALL ASSEMBLY (EXT TO INT) -8" CMU -R-10 RIGID INSUL -AIR BARRIER -METAL FURRING CHANNELS -5/8" GWB, PAINT TYP SOFFIT -7/8' METAL FURRING -METAL SOFFIT PANEL TYPICAL ROOF ASSEMBLY (TOP TO BOTTOM) - MTL ROOFING - ROOF UNDERLAYMENT - 1/2" SHEATHING - R-30 POLYISO - 1-1/2' MTL DECKING - STEEL JOISTS 01A502 3 EXT WALL ASSEMBLY EXT TO INT -8" CMU -R-10 RIGID INSUL -AIR BARRIER/ VAPOR RETARDER -METAL FURRING CHANNELS -5/8" GWB (FRP PANEL TO 8'-0" AFF) SEE STRUCTURAL FOR FOUNDATION DETAILS R-5 ISOLATION JOINT SEE STRUCTURAL FINISH FLOOR EL 4622.00 R-10 RIGID INSULATION TO TOP OF FOOTING INSULATED GLASS TRANSOM HM DOOR AND FRAME SCALE: 3/4" = 1'-0" S. WALL SECTION (OH DOOR) 01A101 C OH DOOR ROUGHENED CONST JOINT 01A503 5 01A503 5 01A502 3 01A502 4 01A502 8 01A502 9 8"8"8" SIM GRADE 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: ARCHITECTURAL LIFT STATION WALL SECTIONS - 1 01A301.dwg 3/4" = 1'-0"01A301 SCALE: 3/4" = 1'-0" E. WALL SECTION 01A101 E 10 ' - 0 " 01A503 4 01A502 7 TOM @ SLOPE EL VARIES 8" TYPICAL ROOF ASSEMBLY (TOP TO BOTTOM) - MTL ROOFING - ROOF UNDERLAYMENT - 1/2" SHEATHING - R-30 POLYISO - 1-1/2' MTL DECKING - STEEL JOISTS METAL LOUVER 01A502 5 METAL SILL FLASHING SCALE: 3/4" = 1'-0" N. WALL SECTION (TYP) 01A101 F SCALE: 3/4" = 1'-0" WALL SECTION 01A101 D SIM 01A502 3 EXT WALL ASSEMBLY EXT TO INT -8" CMU -R-10 RIGID INSUL -AIR BARRIER/ VAPOR RETARDER -METAL FURRING CHANNELS -5/8" GWB SEE STRUCTURAL FOR FOUNDATION DETAILS R-5 ISOLATION JOINT SEE STRUCTURAL R-10 RIGID INSULATION TO TOP OF FOOTING ROUGHENED CONST JOINT FINISH FLOOR EL 4622.00 - MTL ROOFING - ROOF UNDERLAYMENT - 1/2" SHEATHING - R-30 POLYISO - 1-1/2' MTL DECKING - STEEL JOISTS TYPICAL ROOF ASSEMBLY (TOP TO BOTTOM) TOM @ LOW POINT EL = 434.67' 01A503 6 METAL GUTTER 12 ' - 8 " 01A502 3 EXT WALL ASSEMBLY EXT TO INT -8" CMU -R-10 RIGID INSUL -AIR BARRIER/ VAPOR RETARDER -METAL FURRING CHANNELS -5/8" GWB (FRP PANEL FULL HEIGHT OF WALL) SEE STRUCTURAL FOR FOUNDATION DETAILS R-5 ISOLATION JOINT SEE STRUCTURAL R-10 RIGID INSULATION TO TOP OF FOOTING ROUGHENED CONST JOINT FINISH FLOOR EL 4622.00 - MTL ROOFING - ROOF UNDERLAYMENT - 1/2" SHEATHING - R-30 POLYISO - 1-1/2' MTL DECKING - STEEL JOISTS TYPICAL ROOF ASSEMBLY (TOP TO BOTTOM) TOM @ LOW POINT EL = 434.67' 01A503 6 METAL GUTTER 12 ' - 8 " 8' - 0 " 1' - 4 " SEE STRUCTURAL FOR FOUNDATION DETAILS R-5 ISOLATION JOINT SEE STRUCTURAL R-10 RIGID INSULATION TO TOP OF FOOTING ROUGHENED CONST JOINT 8" FINISH FLOOR EL 4622.00 EXT WALL ASSEMBLY EXT TO INT -8" CMU -R-10 RIGID INSUL -AIR BARRIER/ VAPOR RETARDER -METAL FURRING CHANNELS -5/8" GWB 6 01A502 6 01A502 METAL SILL FLASHING PROFILE OF D.S. BEYOND 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: ARCHITECTURAL LIFT STATION WALL SECTIONS - 2 01A302.dwg 3/4" = 1'-0"01A302 DOOR AND FRAME SCHEDULE NUMBER DOOR SIZE- WxH DOOR FRAME HDWR. DETAIL FIRE RATING NOTES TYPE MATL TYPE MATL HEAD JAMB THRESHOLD LOUVER SCHEDULE NUMBER SIZE TYPE MATERIAL FINISH DETAILS NOTES W H HEAD JAMB SILL ROOM FINISH SCHEDULE NUMBER ROOM NAME FLOOR BASE WALLS CEILING NOTESNORTHEASTWESTSOUTH MAT'L FINISH MAT'L MAT'L FINISH MAT'L FINISH MAT'L FINISH MAT'L FINISH MATL FINISH 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: ARCHITECTURAL LIFT STATION SCHEDULES AND DETAILS 01A501.dwg AS NOTED 01A501 8" CMU5/8 " WRGWB OVER R-10 RIGID INSUL ALUM ROLLING OH DOOR (INSUL) - 4 1 1/2" = 1'-0" THRESHOLD- 2 1 1/2" = 1'-0" EXT DOOR JAMB ALUM THRESHOLD SET IN SEALANT HM DOOR FACE OF GWB BEYOND ROUGHENED CONST. JOINT 5/8" TYPE "X" GWB R-10 RIGID INSUL SEALANT & BACKER ROD EA SIDE DOOR & FRAME WIDTH AS SCHEDULED 8" CMU. 7/8" METAL FURRING 1 1 / 2 " AIR BARRIER TREATED WOOD BLOCKING R-10 RIGID INSUL 5/8" TYPE "X" GWB 12" CMU ALUM LOUVER - 5 1 1/2" = 1'-0" LOUVER SILL - 7 1 1/2" = 1'-0" LOUVER HEAD R-10 RIGID INSUL 5/8" TYPE "X" GWB 8" CMU ALUM LOUVER 7/8" METAL FURRING ALUM LOUVER AS SCHEDULED - 6 1 1/2" = 1'-0" LOUVER JAMB 8" CMU 7/8" METAL FURRING ALUM SILL FLASHING TO MATCH LOUVER FACE OF CMU WALL BEYOND 2" 5/8" TYPE "X" GWB R-10 RIGID INSUL 7/8" METAL FURRING AIR BARRIER TREATED WOOD BLOCKING 1 1 / 2 " AIR BARRIER TREATED WOOD BLOCKING AIR BARRIER TREATED WOOD BLOCKING 1 1/2" DAMPROOFING, TYP 1 1/2" - 1 1 1/2" = 1'-0" OH DOOR JAMB - 8 1 1/2" = 1'-0" OH DOOR HEAD 8" CMU VALLEY FLASHING AS REQ'D STEEL FRAMING SEE STRUCTURAL MTL ROOFING ROOF UNDERLAYMENT 1/2" SHEATHING 4 1/2" POLYISO (R-30) 1 1/2" MTL DECKING 2 4 2 4 2 4 2 4 2 4 2 4 4 8 4 8 - 10 1 1/2" = 1'-0" EXHAUST DETAIL 5/8 " R-10 RIGID INSUL. TYP ALUM ROLLING OH DOOR (INSUL) 2' - 0 " - 9 NTS EXT DOOR TRANSOM HEAD 8" CMU. SEE FLR PLAN R-10 RIGID INSUL 5/8" TYPE "X" GWB SEALANT DOOR TRANSOM HM DOOR AS SCHEDULE 7/8" METAL FURRING 2" FACE OF CMU WALL BEYOND 1 1/2" 1/4" BENT ST PLATE, PAINT AIR BARRIER AIR BARRIER R-10 RIGID INSUL 7/8" METAL FURRING ROUGHENED CONST. JOINT SEE STRUCTURAL FOR FOUNDATION DETAILS ISOLATION JOINT R-5 SEE STRUCTURAL 7/8" METAL FURRING R-10 RIGID INSUL 8" CMU 5/8" TYPE "X" GWB - 3 1 1/2" = 1'-0" DETAIL AIR BARRIER EPOXY ANCHOR BOLTS @ 2'-0" O.C. DAMPROOFING; TYP - 11 1 1/2" = 1'-0" INT HM DOOR HEAD - 12 1 1/2" = 1'-0" INT HM DOOR JAMB 8" CMU SEALANT & BACKER ROD EA SIDE HM DOOR & FRAME AS SCHEDULED 8" CMU SEALANT & BACKER ROD EA SIDE HM DOOR & FRAME AS SCHEDULED - 13 1 1/2" = 1'-0" WALL TYPE 8" CMU FIRESTOPPING METAL DECKING FR SEALANT, EA SIDE 2" MIN 8' - 0 " 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: ARCHITECTURAL LIFT STATION DETAILS - 1 01A502.dwg AS NOTED 01A502 01A201 7 1 1/2" = 1'-0" CANOPY DETAIL 1/4 " METAL PLATE, TYP C 6X8.2 EL 6439.33 3'-4" TREATED WOOD BLOCKING AS REQ'D PREFIN METAL FASCIA AND RETAINER HEMMED METAL FLASHING MATCH FASCIA TREATED WOOD BLOCKING AS REQ'D METAL FLASHING MATCH FASCIA GUTTER, PRE-FIN - 5 1 1/2" = 1'-0" ROOF OVERHANG - 4 1 1/2" = 1'-0" ROOF OVERHANG MTL ROOFING ROOF UNDERLAYMENT 1/2" SHEATHING 5 1/2" POLYISO (R-30) 1 1/2" MTL DECKING STEEL JOIST 12" CMU R-10 RIGID INSUL 7/8" METAL FURRING 7/8' METAL FURRING METAL PANEL SOFFIT 5/8" TYPE "X" GWB 12" CMU R-10 RIGID INSUL 7/8" METAL FURRING 5/8" TYPE "X" GWB MTL ROOFING ROOF UNDERLAYMENT 1/2" SHEATHING 5 1/2" POLYISO (R-30) 1 1/2" MTL DECKING STEEL JOIST AIR BARRIER CONT. SHEET METAL CHANNEL TO MATCH JOIST TOP CHORD DEPTH FOAM INSUL AT FLUTES; TYP AIR BARRIER PREFIN METAL FASCIA AND RETAINER HEMMED MATCH TRIM DEPTH AT SOUTH ROOF OVERHANG. CONT. SHEET METAL CHANNEL TO MATCH JOIST TOP CHORD DEPTH FOAM INSUL AT FLUTES; TYP TOM @ SLOPE EL VARIES TREATED WOOD BLOCKING AS REQUIRED - 8 MTL ROOFING ROOF UNDERLAYMENT 1/2" SHEATHING 5 1/2" POLYISO (R-30) 1 1/2" MTL DECKING STEEL JOIST 2'-8" - 6 1 1/2" = 1'-0" ROOF OVERHANG & GUTTER CONT. P.T. WOOD BLOCKING, TYP CONT. P.T. WOOD BLOCKING. CONT. P.T. WOOD BLOCKING, TYP 2'-8"8" FACE OF BLDG METAL GUTTER, CONT 2'-8"x8" CMU EL = 4632' SHIM LIGHT FIXTURE C 8x11.8 ∠ 112x 112 B - A - C 6X8.2 - B 1 1/2" = 1'-0" PLAN - A 1 1/2" = 1'-0" SECTION FACE OF BLDG METAL GUTTER ABOVE DS @ 2ND COL, TYP EA END IMBEDDED CONDUIT FOR LIGHT FIXTURE IN CMU CORE STRUCTURE ABOVE 14" METAL ⅊ C6x2 BEYOND 8"x8" T SEE 01S504 AND MATCH STRUCTURE PAINT BOTTOM EDGE TO MATCH TYP 7" 7" - 8 METAL ROOFING METAL FLASHING METAL GUTTER, FINISH TO MATCH ROOFING JOIST EXTENSION NOT AT SIM SECTION METAL ANGLE CLIPS AT EA JOIST EXTENSION 3" = 1'-0" GUTTER DETAIL 8" CMU CONT. P.T. WOOD BLOCKING, TYP PAINT BOTTOM EDGE TO MATCH TYP 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: ARCHITECTURAL LIFT STATION DETAILS - 2 01A503.dwg AS NOTED 01A503 SEE DRAWING 01D102 SEE DRAWING 01D103 HAT-06 HAT-05 HAT-04 HAT-03 HAT-02 HAT-01 HAT-07 PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 PROCESS City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS 3/16" = 1'-0" R: \ d 1 1 1 7 7 1 1 \ 1 0 1 5 6 4 2 3 _ 0 0 D . r v t 9/ 2 8 / 2 0 2 1 9 : 5 8 : 2 3 A M 01D101 LIFT STATION AND WETWELL 10156423 C. REVIS 10156423_00D.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station OVERALL PLAN 3/16" = 1'-0" OVERALL PLAN A 01D301 B 01D302 15'-4" 6'-0" 6'-0" 6'-0" 6'-0" 5'-8" 5'- 6 " 5' - 6 " 2' - 0 1 / 2 " 12"-RS 12"-RS 12"-RS 12"-RS 12"-RS P-04 P-03 P-02 P-01 SG -01 30"-RS 4"-D 1 2 4 3 BLIND FLANGE BLIND FLANGE 5TYP 5 7 10"-RS C 01D302 2' - 0 " 4' - 0 " 5 5 555 3 6 TYP ALL P-05 PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 PROCESS City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS 3/8" = 1'-0" R: \ d 1 1 1 7 7 1 1 \ 1 0 1 5 6 4 2 3 _ 0 0 D . r v t 9/ 2 8 / 2 0 2 1 9 : 5 9 : 1 8 A M 01D102 WETWELL 10156423 C. REVIS 10156423_00D.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station PLAN 3/8" = 1'-0" PLAN XKEYNOTES: 1. OGEE RAMP, RADIUS WHERE SHOWN, SEE STRUCTURAL DRAWING 01S301 FOR DIMENSIONS 2. COAT ALL EXPOSED INTERIOR WALL SURFACES AND CONCRETE FILL, SEE SPEC SECTION 09 96 00. 3. PUMP 3 AND PUMP 4 TO BE INSTALLED AT FUTURE DATE. 4. PIPE PENETRATION PER DETAILS 3/01D502 AND 2/01D502. TYP ALL. 5. INSTALL FLEXIBLE CONNECTION PER SPECIFICATIONS AND DETAIL 1/01D501. WALL TIEBACK RESTRAINED AT FIRST JOINT. 6. RESTRAINED MJ. TYP ALL. 7. PIPE PENETRATION WITH 34" GAL-VO-PLAST SLEEVES, LINK SEAL, AND GROUT NOTES: 1. PUMP LAYOUT BASED ON FLYGT NP 3315 MT 3 AND NP 3171 MT 3 PUMPS. IF OTHER PUMPS ARE SUPPLIED LAYOUT OF EQUIPMENT WILL NEED TO BE ADJUSTED AND APPROVED BY ENGINEER. 2. VALVES, INLINE APPURTANANCES AND EQUIPMENT ARE SHOWN GRAPHICALLY AS THE DEVICE BODY; REFER TO SPECIFICATIONS AND P&IDS FOR DEVICE TYPE AND DETAILS. A 01D303 B 01D303 12 -GV 12 -CV TYP TYP 18 -GV 18 -GV FE -02 FE -01 18 -GV 18 -GV ARV ARV 18"-RS 18"-RS 18X18 TEE TYP 5' - 6 " 2' - 9 " 2' - 9 " 5' - 6 " 5'-2 1/2" 5'-2 1/2" 4'-6" BLIND FLANGE BLIND FLANGE 7'-5" 17'-11 1/2" 10 -GV 10 -CV 10"-RS 18X12 RED 8' - 6 " 2"-WM 3"-V 3"-V 2 1 1 5 4 3 5TYP 6 6 7 REDUCED PRESSURE BACKFLOW PREVENTER 3 1 1 18X10 RED 4"-D HB -1 WH -1 2 8 WATER METER PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 PROCESS City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS 3/8" = 1'-0" R: \ d 1 1 1 7 7 1 1 \ 1 0 1 5 6 4 2 3 _ 0 0 D . r v t 9/ 2 9 / 2 0 2 1 1 0 : 2 5 : 0 8 A M 01D103 LIFT STATION 10156423 C. REVIS 10156423_00D.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station PLAN 3/8" = 1'-0" FLOW METER ROOM PLAN XKEYNOTES: 1. PROVIDE FLOOR DRAIN PER DETAIL 4/01D502. 3" DRAIN PIPING. 2. 3" COMBINATION AIR/VACUUM RELEASE VALVE, SEE DETAIL 1/01D502. 3. PROVIDE CLEANOUT PER DETAIL 5/01D502. 4" DRAIN PIPING. 4. PROVIDE WALL PENETRATION SEAL. SEE DETAIL 8/01D502. 5. PROVIDE FLEXIBLE CONNECTIONS OUTSIDE OF BUILDING FOOTING. SEE DETAIL 1/01D501. 6. RESTRAINED FLANGE COUPLING ADAPTER. 7. CONNECT IW TO WM DOWNSTREAM OF BACKFLOW PREVENTION PER IRRIGATION DETAILS ON CIVIL SHEETS. 8. PROVIDE HOSE BIBB. SEE DETAIL 1/01D503. NOTES: 1. SEE SHEET 01C101 FOR YARD PIPING. BOTTOM OF WETWELL 4593.08 P-04 P-03 P-02 P-01 30"-RS SG -01 1 7 6 2 10 4 4 4 4 4 3 88 TOP OF WETWELL 4622.00 IE 4618.28 4"-D9 IE 4590.92 5 P-05 6"-VT 11 PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 PROCESS City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS 3/8" = 1'-0" R: \ d 1 1 1 7 7 1 1 \ 1 0 1 5 6 4 2 3 _ 0 0 D . r v t 9/ 2 9 / 2 0 2 1 1 0 : 2 3 : 5 8 A M 01D301 WETWELL 10156423 C. REVIS 10156423_00D.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station SECTION 01D102 3/8" = 1'-0" A SECTION XKEYNOTES: 1. INTERMEDIATE STEM SUPPORTS LOCATED PER SLIDE GATE MANUFACTURER RECOMMENDATIONS. MINIMUM 1 SUPPORT REQUIRED. 2. WALL MOUNTED 36" X 36" STAINLESS STEEL FLUSH BOTTOM SLIDE GATE, SEE SPECIFICATION 40 05 59. MOUNTING AND EMBEDMENT DEPTH SHALL BE PER MANUFACTURER RECOMMENDATIONS. ANCHOR WITH STAINLESS STEEL BOLTS. 3. PIPE PENETRATION PER DETAIL 8/01D502 . PROVIDE MODULAR SEAL. 4. 5.5' X 4.5' ALUMINUM HATCH WITH RECESSED PADLOCK. 5. 4.5' X 4.5' ALUMINUM HATCH WITH RECESSED PADLOCK. 6. PIPE PENETRATION WITH 34" GAL-VO-PLAST SLEEVES, LINK SEAL, AND GROUT. 7. FLEXIBLE JOINT AT 5' - 0" FROM WETWELL. 8. PUMP 3 AND PUMP 4 TO BE INSTALLED AT FUTURE DATE. 9. BLIND FLANGE FOR FUTURE PUMP DISCHARGE CONNECTION. 10. OPERATING NUT, SEE DETAIL SHEET 2/01D503. 11. VENT WITH GOOSNECK, SEE DETAIL 9/01D501. NOTES: 1. PUMP LAYOUT BASED ON FLYGT NP 3315 MT 3 AND NP 3171 MT 3 PUMPS. IF OTHER PUMPS ARE SUPPLIED LAYOUT OF EQUIPMENT WILL NEED TO BE COORDINATED AND APPROVED BY ENGINEER. HAT-06 HAT-05 HAT-04 HAT-03 HAT-02 HAT-01 IE 4600.18 12"-RS P-01 ECCENTRIC REDUCER 12"x6" 4"-D 6 6'-4" 3 4 23 6 7 8 5 10"-RS FLxPE W/ MEGAFLANGE 66 P-02 PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 PROCESS City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS 3/8" = 1'-0" R: \ d 1 1 1 7 7 1 1 \ 1 0 1 5 6 4 2 3 _ 0 0 D . r v t 9/ 2 8 / 2 0 2 1 1 0 : 0 0 : 3 7 A M 01D302 WET WELL 10156423 C. REVIS 10156423_00D.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station SECTIONS 01D102 3/8" = 1'-0" SECTION C 01D102 3/8" = 1'-0" SECTION B KEYNOTES: 1. PIPE PENETRATION PER DETAIL SHEET 3/01D502 AND 2/01D502 . PROVIDE MODULAR SEAL. 2. HYDRO CONE, SEE DETAIL SHEET 8/01D501. 3. FILL SPACE BELOW ELBOW BASE WITH GROUT. TYP ALL. 4. MOUNT UPPER PUMP GUIDE BRACKET TO VERTICAL FACE OF HATCH OPENING. TYP ALL 5. 10x12 CONCENTRIC REDUCER, TYP. UNLESS NOTED OTHERWISE. 6. SUPPORT PIPE PER DETAIL 6/01D502. 7. INSTALL FLANGED CONNECTION. 8. LOWER PIPE INSTALLED TO FACILITATE FUTURE REMOVAL AND REINSTALLATION WHEN P-05 IS INSTALLED. FIRST FLOOR 4622.00 12 -CV 12 -GV 18 -GV FE -01 18 -GV ARV 12"-RS CL 4625.00 18"-RS 3"-V 1 5 2 7 3"-D 8 IE 4614.99 9 TYP 10 TYP 12 12 18"-RS 9 TYP SEE CIVIL SHEET C4.30 18"-RS PE -01 12 7 8 FIRST FLOOR 4622.00 12 -GV 18 -GV TYP TYP 18X10 RED 10 -GV 10 -CV BLIND FLANGE CL 4625.00 2 1 6 4 2 74 9 TYP 11 12"-RS 3 3 3 13 13 3 2 PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 PROCESS City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS 3/8" = 1'-0" R: \ d 1 1 1 7 7 1 1 \ 1 0 1 5 6 4 2 3 _ 0 0 D . r v t 9/ 2 9 / 2 0 2 1 1 0 : 3 7 : 3 0 A M 01D303 LIFT STATION 10156423 C. REVIS 10156423_00D.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station SECTIONS 01D103 3/8" = 1'-0" A SECTION 01D103 3/8" = 1'-0" B SECTION XKEYNOTES: 1. PROVIDE PIPE SLEEVES AT BUILDING FOUNDATION, SEE DETAIL 7/01D502. 2. FLOOR PENETRATION. PROVIDE SEEP RING, TYPICAL ALL. SEE DETAIL 3/01D501. 3. PROVIDE FLOOR DRAIN PER DETAIL 4/01D502. 4. PROVIDE CLEANOUT PER DETAIL 5/01D502. 5. 2" COMBINATION AIR/VACUUM RELEASE VALVE, CRISPIN X SERIES, SEE DETAIL SHEET 1/01D502. PROVIDE PIPE WITH 2" BOSS (WELD-O-LET). 6. PROVIDE WALL PENETRATION SEAL. SEE DETAIL 8/01D502. 7. PROVIDE FLOOR PIPE SUPPORTS, TYPICAL. SEE DETAILS 2/01D501 AND 4/01D501. 8. RESTRAINED FLANGE COUPLING ADAPTER. 9. CONCRETE ENCASE PER DETAIL 6/01D501. 10. SEE SHEET 01M501 FOR DRAIN PIPING ISOMETRIC. 11. PROVIDE GROOVE COUPLING FLANGE. 12. EXTEND ENCASEMENT TO 5 FT. OUTSIDE FOOTING. 13. 1.5" THREAD ON HOSE VALVE. BACKFLOW PREVENTER SEE PENETRATION SPECIFICATION 2'-0" 4'-0" 2'-0" 4'-0" PROVIDE JOINTS AT SPACING SHOWN, TYPICAL NOTE: 1. PROVIDE FLEX COUPLER BEYOND CONCRETE ENCASEMENT. FLOOR PLATE FLANGE SECTION SECTION 1 1 / 2 " , T Y P OD + 4" 1 1 / 2 " LE N G T H T O S U I T F I E L D 3/8 3/8 1/2" PLATE -SIZE TO SUIT PIPE FLANGE NOTE: 1. NOT INTENDED FOR THRUST RESTRAINT. FLANGE 6" SCH 40 PIPE FOR 12" & UP 4" SCH 40 PIPE FOR 10" 3" SCH 40 PIPE FOR 8" 2 1/2" SCH 40 PIPE FOR 6" 2" SCH 40 PIPE FOR 4" 1" NON - SHRINK GROUT (4) 3/4" DIA ANCHORS WITH LEVELING NUTS & WASHERS 1/2" STEEL PLATE WITH 1/2" RADIUS CORNERS TOP OF FLOOR PASSING PIPE 2" 2" MIN FILL WITH WATERPROOF EXPANDING SEALANT UNLESS MODULAR MECHANICAL SEAL NOTED. JOINT SHALL BE WATERTIGHT. STANDARD WEIGHT STEEL PIPE SLEEVE. HOT DIP GALVANIZE AFTER FABRICATION 4. BACKER ROD & SEALANT, SEE NOTE 4 BOLT HEADS ON ACCESSIBLE SIDE OF PENETRATION BOTTOM SIDE BURIED, WET, OR OR TOP SIDE INTERIOR, DRY, 3. 2. 1. NOTES: PIPING OR CONDUIT T T/2 FABRICATED PIPE SLEEVE, COMMERCIAL TYPE CASTING OR CORE DRILLED OPENING MODULAR MECHANICAL SEAL AS RECOMMENDED BY SEAL MANUFACTURER PROVIDE DOUBLE ROW OF SEALS FOR PIPES 16" DIAMETER AND LARGER IF CONCRETE THICKNESS PERMITS ONE SEAL FOR WALLS LESS THAN 8" THICK, TWO FOR WALLS 8" THICK AND LARGER INSTALL BACKER ROD AND SEALANT ONLY ON TOP SIDE OF SLABS OR AT FINISHED WALLS. NOTE : 1. FOR ALL UNDERSLAB PIPE ENCASEMENT WHEN "D" < 4'-0". 2. WHEN "D" > 4'-0" ENCASEMENT SHALL ONLY EXTEND TO 6" MIN ALL AROUND PIPE . STIRUP SLAB THICKNESS & REINFORCING VARIES 4" -14" 16" -20" 24" -30" 36" -48" #3@12 #3@12 #4@12 #4@8 3#4 4#4 4#4 5#4 BOTTOM BARS STIRUPS PIPE SIZE PIPE ENCASEMENT REINFORCING TABLE "D " MI N _6" MI N _6" MIN _6" FLOOR PIPE SUPPORT SCHEDULE DIMENSIONS IN INCHES PIPE SIZE "A" "B" "C" "D" ANCHORS EMBED DIA MINIMUM MAXIMUM 5 5 5 5 5 5 5 5 6 5/8 6 5/8 6 5/8 6 5/8 6 5/8 6 5/8 6 5/8 6 5/8 5/8 5/8 5/8 5/8 5/8 5/8 5/8 5/8 3/4 3/4 3/4 3/4 3/4 3/4 3/4 3/4 13 13 1/2 13 1/2 14 15 1/2 16 1/2 18 1/2 19 1/2 20 1/2 22 1/2 24 25 1/2 28 1/2 31 1/2 32 1/2 34 1/2 8 8 1/2 8 1/2 9 1/2 10 1/2 11 1/2 13 1/2 15 16 1/2 17 1/2 19 1/2 21 23 1/2 27 28 1/2 30 1/2 9 9 9 9 9 9 9 9 11 11 13 1/2 13 1/2 13 1/2 13 1/2 13 1/2 13 1/2 1 1/2 1 1/2 1 1/2 2 1/2 2 1/2 2 1/2 2 1/2 2 1/2 3 3 3 1/2 3 1/2 4 4 4 4 2 1/2 2 1/2 2 1/2 3 3 3 3 3 4 4 6 6 6 6 6 6 ≤ 2 1/2 3 3 1/2 4 6 8 10 12 14 16 18 20 24 30 32 36 NOTE: MATERIAL FOR ALL COMPONENTS SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION UNLESS NOTED OTHERWISE, REFERENCE SPECIFICATION SECTION 40 05 07. (4) EPOXY ADHESIVE ANCHORS, SEE TABLE SCHEDULE 40 PIPE THREADED 150 LB REDUCING FLANGE LENGTH AND THREADS TO ALLOW MINIMUM AND MAXIMUM DIMENSIONS SHOWN IN TABLE. USE STRAIGHT THREADS. PROVIDE CLAMP WITH SUPPORT "B" "A" "D " 36 " M A X "C" 1 1 1 1 1 1 / 2 " 3/8" SS PLATE TYP 6-#4 #4@2'-0" OC, TYP 1/2" ⌀EXP ANCHOR@2'-0" 3/16 SS L3"x3"x3/8"@2'-0" #3@12 ROUGHEN CONCRETE SURFACE 3/8"x4" WELDED HEADED STUD,SS,3" FROM EDGE NOTES: 1. ALL LONGITUDINAL REBAR #4 UNLESS NOTED OTHERWISE. 2. * FIELD VERIFY DURING SHOP DRAWING REVIEW. COORDINATE WITH SELECTED PUMP. PUMP BASE SUPPORT 3" 4 1 / 2 " STEEL SCREEN INSERT AND WELD TO PIPE WATER STOP RING WELD ALL AROUND 6" ⌀VENT. 10 GA STEEL PIPE, HOT DIP GALV AFTER FABRICATION. 1'- 1 0 " 1 1 / 2 " 3" ~ 2 " PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 PROCESS City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS As indicated R: \ d 1 1 1 7 7 1 1 \ 1 0 1 5 6 4 2 3 _ 0 0 D . r v t 9/ 2 8 / 2 0 2 1 1 0 : 0 1 : 3 9 A M 01D501 10156423 C. REVIS 10156423_00D.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station DETAILS NOT TO SCALE - 1 LOCATION OF FLEXIBLE CONNECTIONS NOT TO SCALE - 2 FLANGED PIPE SUPPORT NOT TO SCALE - 3 FLOOR SLEEVE NOT TO SCALE - 7 MODULAR MECHANICAL SEAL NOT TO SCALE - 6 UNDERSLAB ENCASEMENT NOT TO SCALE - 4 FLOOR PIPE SUPPORT NOT TO SCALE - 8 TYPICAL LARGE PUMP TRENCH DETAIL NOT TO SCALE - 9 GOOSE NECK 2" M A X NOTES: 1" M I N 1. DO NOT WELD SEEP RING TO PIPE 2. *AS RECOMMENDED BY PIPE MFR. 1/8" WELD SEEP RING HALVES TOGETHER STEEL SEEP RING BOTTOMED IN GROOVE DUCTILE IRON PIPE COAT & LINE AS SPECIFIED DUCTILE IRON PIPE GROOVE DEPTH 1/16" MIN, *" MAX JOINT SEALANT, 1/4" FILLET STEEL SEEP RING BOTTOMED IN GROOVE MACHINE CUT GROOVE TO PROVIDE PRESS FIT FOR SEEP RING ENDS AS SHOWN FOR SPECIFIC LOCATION 1/4" FOR PIPE THRU 24" 3/8" FOR PIPE 30" & LARGER 3. USE GALVO-PLAST SLEEVES INTERIOR SIDE DUCTILE IRON SEEP RING SEE DETAIL 2/01D502 DI PIPE NOTES: EARTH SIDE 2'-0" MAX 1. COAT & LINE WALL PIPE w/ SPECIFIED PAINT AND/OR CEMENT SYSTEMS PRIOR TO CONC PLACEMENT. 2. PROVIDE TWO FLEX CPLGS WHERE SHOWN, SECOND CPLG TO BE 2'-0" FROM FIRST CPLG. ℄ WALL FLEX CPLG SEE NOTE 2 RUBBER GASKETED MECHANICAL JOINT BY FLANGED DI WALL PIPE 9" UNLESS SHOWN OTHERWISE ON PLANS TO WET WELL DE P T H VA R I E S FLOOR DRAIN DEEP SEAL P-TRAP PASSING PIPE NOTE: DO NOT USE WHERE SUBJECT TO HYDROSTATIC PRESSURE. COAT & LINE SLEEVE & SEEP RING AS SPECIFIED. 1/4" THICK SEEP RING SEE DETAIL 2/01D502 FILL ANULAR SPACE WITH SEALANT, JOINT SHALL BE WATERTIGHT SCHEDULE 40 GALV STEEL PIPE SLEEVE OD OF PIPE +1", MIN 2" ALL AROUND 3/16" FILL SPACE BETWEEN LINK SEALS WITH POLYURETHANE, IMMERSIBLE, SINGLE COMPONENT, CHEMICAL CURING CAULK CONC WALL CORE DRILL HOLE PIPE OD TO SIZE REQUIRED BY SEAL MFR. CLEAN PRIOR TO INSTALLING MODULAR MECHANICAL SEAL. NEW PIPE MODULAR MECHANICAL SEAL OR EQUAL (TYP OF 2) SIMILAR TO ℄ WALL VARIES 3'-0" MAX 3" MIN 1 3 / 4 " , TY P I C A L C BOLTS L L 3/16 3/16 2 2 TYP TYP BOTH LEGS ADJUST L3x3x3/8 TO MAINTAIN TOP LEG NORMAL TO PIPE C 3/4" EPOXY ADHESIVE ANCHORS, TYPICAL NOTCH ANGLE TO CLEAR BOLTS AS REQUIRED BOLT THRU SUPPORT AND FLANGE MI N MI N MI N 2'-6" DIA 8" 6" 6" 1" CL R 1" TYPICAL 4" 1 1 1 1 6" 45° BEND, TYPICAL WYE CONNECTION WHERE SHOWN 6"x AS REQUIRED REDUCER FILTER MATERIAL FILTER FABRIC AGGREGATE BASE COURSE PERFORATED SUBSTRUCTURE DRAIN PIPE (SIZE AS SHOWN ON PLAN) THREADED PLUG WITH 2" NUT FOR WATERTIGHT SEAL 10" ID CI FLOOR BOX FRAME AND LID WITH SEEP RING FLOOR BOX LID FLUSH WITH TOP OF FLOOR FEMALE IPT ADAPTOR WELDED SEEP RING PIPE NIPPLE (TYP) AIR RELIEF VALVE (PER SPECIFICATION) PIPE AND FITTINGS ROUTE VENT DOWN AND AWAY FROM WALKWAYS BALL VALVE (PER SPECIFICATION) PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 PROCESS City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS As indicated R: \ d 1 1 1 7 7 1 1 \ 1 0 1 5 6 4 2 3 _ 0 0 D . r v t 9/ 2 8 / 2 0 2 1 1 0 : 0 2 : 4 5 A M 01D502 10156423 C. REVIS 10156423_00D.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station DETAILS NOT TO SCALE - 2 DUCTILE IRON PIPE SEEP RING NOT TO SCALE - 3 DUCTILE IRON WALL PIPE NOT TO SCALE - 4 FLOOR DRAIN NOT TO SCALE - 7 TYPE "B" PIPE SLEEVE NOT TO SCALE - 8 WALL PENETRATION DETAIL NOT TO SCALE - 6 WALL PIPE SUPPORT NOT TO SCALE - 9 GRAVITY CLEANOUT NOT TO SCALE - 1 AIR RELIEF VALVE 2' -3 1 / 2 " ± 2' -6" 2' -6" RAILING HOSE VALVE METAL FRAMING SUPPLY LINE SEE NOTE 1 SHUT -OFF VALVE NON -POTABLE WATER. PROVIDE WARNING SIGN, WHEN USED FOR FOR SIZE AND LOCATION SEE DRAWINGS. ALL HOSE BIBBS TO BE CONTROLLED BY INDIVIDUAL SHUT -OFF VALVES (BALL OR PLUG VALVES), EXCEPT WHERE INDIVIDUALLY CONTROLLED BRANCH MAIN SERVES HOSE BIBBS ONLY. SUPPLY LINE SHUT -OFF VALVE, SEE NOTE 1 PIPE CLAMP UNION HOSE VALVE HOSE VALVE SEE NOTE 1 SHUT -OFF VALVE, FIN FLR SUPPLY LINE 1. NOTES: 2. 3. PIPE CLAMP SECTION PLAN CAST IRON FRAME & COVER, NEENAH R -7506 OR EQ PICK HOLE CONCRETE 2" SQUARE NUT FOR VALVE BELOW 5" ∅ 4"-10" 2 3/4" TIE ROD NO. OF PIPE MECHANICAL JOINT SCHEDULE A 4 3/4" 12"-24" 30"-36" 6 1" SIZE TIE RODS DIA. LENGTH NOM. SIZE 4" 1 1/4" 3 1/2" 1" CB SPACER SPACER 2 1/2" 1" WASHER STL PIPE SPACER TO FIT BACK OF FLANGE PIPE SIZE = B THREADED TIERODS DIAMETER = A TAPPED HOLE PLASTIC PLUG LENGTH = C THREADED TIERODS DIAMETER = A MECHANICAL JOINT WALL CASTING DOUBLE MECHANICAL JOINT (DMJ) @ 12" 4#4 BARS #3 STIRRUPS D 6" MIN MI N 6" OR 135° HOOK, TYP 6d (> 3") EXTENTION CROSS TIES 6d (> 3") EXTENTION ALTERNATE CROSS TIES ALONG MEMBER NOTE: EXTEND TO EDGES OF SLAB +5FT CONCRETE ENCASEMENT BOTTOM OF SLAB PROVIDE ENCASEMENT FOR ALL UNDERSLAB PIPING AS SHOWN ABOVE. STIRRUP OPTIONS PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 PROCESS City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS 1" = 1'-0" R: \ d 1 1 1 7 7 1 1 \ 1 0 1 5 6 4 2 3 _ 0 0 D . r v t 9/ 2 8 / 2 0 2 1 1 0 : 0 3 : 1 0 A M 01D503 10156423 C. REVIS 10156423_00D.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station DETAILS NOT TO SCALE - 1 HOSE BIBB NOT TO SCALE - 2 VALVE COVER NOT TO SCALE - 3 DOUBLE MECHANICAL JOINT NOT TO SCALE - 4 PIPE ENCASEMENT T M M M T T T T T T 20"x18" 14"x14" EF -01 CU -01 FC -01 EUH -04 EUH -03 EUH -02 EUH -01 VD 24 " x 1 2 " G -1 10 0 0 C F M 1 LVR-02 LVR-03 LVR-01 MOD-01 HOA SWITCH 2 FC-01 MOD-01 16"x14" 16 " x 1 4 " 12 " x 1 2 " 12 " x 1 2 " EQUIPMENT PAD, SEE DETAIL 6/00S502 2500 CFM RETURN GRILLE INTEGRAL TO UNIT 16"x10" R-1 625 CFM (TYP OF 4) 16 " x 1 4 " CO MOD-01 FLT-01 MOD-03 MOD-02 ELECTRICAL ROOM 01 FLOW METER ROOM 02 VD VD VD VD BOD: 9' -3" BOD: 8' -5" 2" FD-1 W/ 3" TRAP 3 TO WETWELL (IE 4616.78) 4"-D 4"-D 4"-D CO 4" VTR 2" FD-1 W/ 3" TRAP 2" FD-1 W/ 3" TRAP 2" FD-1 W/ 3" TRAP CO AT 36" AFF 4 5 DOUBLE GRADE CLEANOUT 2" FUEL TANK VENT 2 2 TRANSITION DUCTWORK FROM LOUVER TO GENERATOR RADIATOR CONNECTION PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 MECHANICAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS 1/4" = 1'-0" R: \ d 1 1 1 7 7 1 5 \ 1 0 1 5 6 4 2 3 _ 0 0 M . r v t 9/ 2 8 / 2 0 2 1 1 0 : 4 1 : 3 0 A M 01M101 LIFT STATION 10156423 C. REVIS 10156423_00M.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station FLOOR PLAN KEYNOTES 1 SIZE AND ROUTE REFRIGERANT PIPING FROM FAN COIL TO CONDENSER UNIT PER MANUFACTURER'S RECOMMENDATIONS. 2 INSTALL THERMOSTAT ON INSULATED BASE, TYPICAL OF ALL. 3 ROUTE 3/4" CONDENSATE DRAIN FROM FAN COIL CONDENSATE PUMP TO FLOOR DRAIN IN FLOW METER ROOM. DO NOT ROUTE PIPING OVER ELECTRICAL EQUIPMENT. 4 SIZE GENERATOR EXHAUST PIPING PER MANUFACTURER’S RECOMMENDATIONS. 5 BELLOWS STYLE STAINLESS STEEL EXPANSION JOINT IN GENERATOR EXHAUST PIPING, SIZED PER MANUFACTURER’S RECOMMENDATIONS. PROVIDE WALL THIMBLE PER SPECIFICATION SECTION 26 32 14 AND DETAILED ON 3/01M501. X TYP WALL SECTION SEAL ALL -AROUND WITH CLEAR SILICONE 3x2x3/8 ALUM ANGLE ALL -AROUND ATTACH TO WALL WITH 3/8x3 S.S. EXPANSION ANCHORS AT 12" OC MIN. TO DUCT SYSTEM BACKDRAFT DAMPER WALL PLATE SEAL ALL -AROUND PERIMETER 1-1/2"x1 -1/2"x1/4" ALUMINUM ANGLE MOTOR -OPERATED DAMPER TYPICAL WALL SECTION FILTER SECTION 0.050 ALUM SLEEVE LOUVER REFRIGERANT PIPING SUPPLY AIR SUPPLY FAN CONTROLS FILTER RETURN AIR GUARD CONDENSER FAN CONDENSER COIL EQUIPMENT PAD COMPRESSOR VFD CONDENSATE PUMP COMPRESSOR EQUIPMENT PAD FINISHED FLOOR TO GENERATOR EXHAUST CONNECTION VENTILATED THIMBLE GENERATOR EXHAUST PIPE WALL VENT STORM COLLAR SEAL COLLAR WITH HIGH TEMP. SILICONE SEALANT VENT FLASHING WITH SQUARE BASE INSULATION PER SECTION 26 32 14. TO WETWELL 4"-D 4"-D 4"-D 3"-D 3"-D CO CO CO AT 36" AFF 2" FD-1 W/ 3" TRAP 2" FD-1 W/ 3" TRAP 2" FD-1 W/ 3" TRAP 2" FD-1 W/ 3" TRAP 4"-V 4" VTR AS NOTED PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 MECHANICAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS R: \ d 1 1 1 7 7 1 5 \ 1 0 1 5 6 4 2 3 _ 0 0 M . r v t 9/ 2 8 / 2 0 2 1 1 0 : 4 1 : 3 1 A M 01M501 LIFT STATION 10156423 C. REVIS 10156423_00M.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station DETAILS NOT TO SCALE - 1 WALL MOUNTED EXHAUST FAN DETAIL NOT TO SCALE - 2 FILTERED AIR INTAKE NOT TO SCALE - 4 SPLIT SYSTEM DETAIL SEQUENCE OF OPERATIONS EF-01 EXHAUST FAN CONTROLLED BY END SWITCH ON MOD-01. WHEN MOD-01 IS FULLY OPEN, EF-01 SHALL ENABLE. EF-01 SHALL BE OFF WHEN MOD-01 IS CLOSED. MOD-01 DAMPER SHALL BE CONTROLLED BY HAND-OFF-AUTO SWITCH MOUNTED ON WALL. HAND MODE: DAMPER SHALL OPEN AUTO MODE: DAMPER SHALL BE CONTROLLED BY WALL MOUNTED THERMOSTAT. DAMPER SHALL BE CLOSED WHEN SPACE TEMPERATURE IS BELOW SETPOINT OF 80 DEG F (ADJSTABLE). WHEN TEMPERATURE RISES ABOVE 80 DEG F (ADJUSTABLE), DAMPER SHALL OPEN. OFF MODE: DAMPER SHALL BE CLOSED. MOD-02 AND MOD-03 DAMPERS SHALL BE INTERLOCKED WITH GENERATOR. UPON A CALL FROM THE GENERATOR, MOD-02 AND MOD-03 SHALL OPEN FULLY. DAMPERS SHALL PROVE FULLY OPEN PRIOR TO GENERATOR STARTING. EUH-01 THRU 04 UNIT HEATER SHALL CYCLE TO MAINTAIN SPACE HEATING SETPOINT OF 55 DEG F (ADJUSTABLE) AS SENSED FROM UNIT-MOUNTED THERMOSTAT FC-01/CU-01 FAN COIL UNIT SHALL CYCLE TO MAINTAIN SPACE COOLING SETPIONT OF 78 DEG F (ADJUSTABLE) AS SENSED BY WALL-MOUNTED THERMOSTAT. NOT TO SCALE - 3 WALL THIMBLE DETAIL NOT TO SCALE DRAIN RISER H L 2" VENT OUTSIDE BUILDING TO LOCAL AND REMOTE ALARMS HIGH AND LOW LEVEL SWITCHES GENERATOR SUPPLY/RETURN (BY VENDOR) MANUAL GAUGE GENERATOR SUB-BASE FUEL TANK NONE PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 MECHANICAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS R: \ d 1 1 1 7 7 1 5 \ 1 0 1 5 6 4 2 3 _ 0 0 M . r v t 9/ 2 8 / 2 0 2 1 1 0 : 4 1 : 3 1 A M 01M601 LIFT STATION 10156423 C. REVIS 10156423_00M.rvt Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station SCHEDULES 1. COMPRESSOR IN FAN COIL UNIT NOTES: CU-01 FC-01 58.1 R-410A 14.0 1 95 2.2 15 460 3 DATA AIRE GHRC-02534 1 MBH REFR SEER FANS (°F) MCA MOCP V PH DESIGN CAPACITY # AMB. TEMP. OF MARK SERVES SENSIBLE ELECTRICAL DATA BASIS NOTES AIR COOLED CONDENSER SCHEDULE NOTES: FLT-01 LVR-01 1000 0.3 0.5 30 48 48 2" CAMFIL FAR 30/30 INITIAL FINAL DESIGN (IN. WG) (%) IN. IN. OF MARK SERVES CFM P.D. EFF HEIGHT WIDTH BASIS NOTES AIR FILTER PERFORMANCE DATA 1. PROVIDE INTEGRAL ACCESSIBLE BALANCING DAMPER WHERE DAMPER IS NOT INDICATED IN DEDICATED BRANCH DUCT. NOTES: G-1 DUCT EXHAUST 0.1 30 ALUMINUM SEE DWGS TITUS 350RL 1 R-1 DUCT SUPPLY 0.1 30 ALUMINUM SEE DWGS TITUS 300FL 1 (IN. WG) N.C. DESIGN MARK MOUNTING TYPE MAX S.P. MAX MATERIAL SIZE BASIS OF NOTES DIFFUSER, REGISTER AND GRILLE SCHEDULE 1. MOUNT BOTTOM OF HEATER 8'-0" AFF. NOTES: EUH-04 40 10 850 55 WALL BRACKET 460 3 CHROMALOX LUH 1 EUH-03 42 5 405 55 WALL BRACKET 460 3 CHROMALOX HD3D 1 EUH-02 42 5 405 55 WALL BRACKET 460 3 CHROMALOX HD3D 1 EUH-01 43 7.5 590 55 WALL BRACKET 460 3 CHROMALOX HD3D 1 RISE (°F) KW (°F) DESIGN MARK TEMP CAP. CFM EAT MOUNTING VOLT PH BASIS OF NOTES ELECTRIC UNIT HEATER SCHEDULE NOTES: EF-01 CENTRIFUGAL WALL MTD 1000 0.54 DIRECT 1/4 120 1 60 1232 GREENHECK CUE-121-VG (IN. WG) DESIGN TYPE CFM EXT. S.P. DRIVE HP VOLT PH HZ RPM OF MARK FAN DATA ELECTRICAL DATA BASIS NOTES FAN SCHEDULE 1. COMPRESSOR IN UNIT. NOTES: FC-01 ELECTRICAL ROOM 2500 80 58 80 67 0.5 15.4 25.0 460 3 DATA AIRE GUAU-02234 1 BTUH BTUH DB WB IN. WC MARK LOCATION CFM TOT. CAP SENS. CAP AIR ON ESP MCA MOCP VOLT PH BASIS OF DESIGN NOTES COOLING COIL DATA ELECTRICAL DATA FAN COIL UNIT SCHEDULE NOTES: LVR-03 EXHAUST AIR 96 120 30580 46.2 662 0.08 ALUMINUM BIRD RUSKIN ELF6375DX LVR-02 INTAKE AIR 112 144 30580 62.8 487 0.05 ALUMINUM BIRD RUSKIN ELF6375DX LVR-01 INTAKE AIR 48 48 1000 8.5 150 0.02 ALUMINUM BIRD RUSKIN ELF6375DX (CFM) (SQ FT) (FPM) (IN. WG) DESIGN HEIGHT WIDTH AIRFLOW AREA FREE AREA P.D. MATERIAL TYPE OF MARK SERVES LOUVER DIMS NOM. FREE MAX VEL. @ MAX LOUVER SCREEN BASIS NOTES LOUVER SCHEDULE NOTES: MOD-03 LVR-03 88 60 OPPOSED WALL EXHAUST RUSKIN CD-50 MOD-02 LVR-02 112 112 OPPOSED WALL INTAKE RUSKIN CD-50 MOD-01 LVR-01 48 60 OPPOSED WALL INTAKE RUSKIN CD-50 WIDTH HEIGHT TYPE OPENING SERVICE OF DESIGN MARK SERVES DIMENSIONS BLADE TYPE TYPE BASIS NOTES DAMPER SCHEDULE NOT TO SCALE GENERATOR FUEL SCHEMATIC LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER, CAT No. (SEE NOTE 2)DESCIPTION LAMP DATA VOLTAGE MOUNTING A HOLOPHANE: EMS-L48-4000LM-IMACD-WD-120-GZ10-30K-80CRI-DPMB UL LISTED, WET LOCATION FIXTURE. LOW PROFILE FULLY ENCLOSED AND GASKETED INDUSTRIAL 4 FOOT LINEAR LED WITH CLEAR ACRYLIC DEEP LENS DIFFUSER. 525mA WITH SURGE PROTECTOR. 0-10V DIMMING DRIVER. NEMA 4X CORROSION RESISTANT. WIDE DISTRIBUTION. LED 61W 4000LUMENS 3000K CRI 80 120V CEILING, PENDANT, SURFACE C HUBBELL: CLED-LW-7-UNV-S-3-DB-MP UL1598 FOR WET LOCATIONS. OPERATING TEMPERATURE: -40C TO 40C. IP66. DARK BRONZE LED 33W 4397 LUMENS 3500K CRI73 120V SURFACE MOUNTED ON UNDERSIDE OF CANOPY D LITHONIA: WSQ-P3-30K-SR3-120-PE-E20WC-DBLXD UL LISTED FOR WET LOCATION, ARCHITECTURAL WALL SCONCE WITH SURGE PROTECTOR, PRECISION MOLDED ACRYLIC LENS, RUGGED DIE-CAST SINGLE PIECE ALUMINUM HOUSING, CORROSION RESISTANT. IP65 RATED. 90 MINUTES BATTERY BACK-UP. BLACK FINISH, 700mA, FACTORY INSTALLED PHOTOCELL. LED 40W 4784 LUMENS 3000K 120V WALL Q LITHONIA: WLTU-LED BACK-UP BATTERY POWERED EGRESS UNIT, ADJUSTABLE LIGHT HEADS, CORROSION RESISTANT, 90 MINUTE MINIMUM LIGHT FROM INTEGRAL BATTERIES, WET LOCATION LISTED. NON-METALLIC, ENCLOSED AND GASKETED. (2) LED 2W PER HEAD 120V WALL +7.5 FEET ABOVE FINISHED FLOOR EX LITHONIA: LQM LQM-S-W-3-G-120/227-ELN INDUSTRIAL SELF POWERED EXIT SIGN. CORROSION RESISTANT. 90 MINUTE EMERGENCY ILLUMINATION. GREEN LETTER, WHITE BACKGROUND. NICKEL-CADMIUM BATTERY. SINGLE-FUSED. LED 1W 120V WALL 1.MOUNTING HEIGHTS SHALL BE FIELD ADJUSTED TO AVOID INTERFERENCES WITH PIPING, HVAC EQUIPMENT, DUCT WORK, PROCESS EQUIPMENT, BRIDGE CRANES, ETC. 2.OR APPROVED EQUAL 3.PROVIDE REQUIRED MOUNTING HARDWARE FOR FIXTURES. NOTES: 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: ELECTRICAL LIGHTING FIXTURE SCHEDULE 00E003.dwg -00E003 # CONDUIT AND CABLE NOTES: 1.CONDUIT SIZE IS 1 1/2" UNLESS INDICATED OTHERWISE. 2.ANY CIRCUIT NOT IDENTIFIED WITH A MARK NUMBER OR DESCRIPTIVE NOTE IS A BRANCH CIRCUIT REQUIRING 2 OR 3#12, 1#12 GND, 1 1/2" CONDUIT. 3.CIRCUIT SCHEDULES ARE STANDARD SCHEDULES, SOME NUMBERS MAY NOT BE USED. 4.PROVIDE PULL CORD / STRING IN CONDUITS PER SECTION 26 05 43. 5.DUCTBANKS ARE DESIGNATED BY ALPHABETIC KEY NOTES. PROVIDE DUCTBANKS AS DEFINED ON DUCTBANK SCHEDULE. DUCT / CONDUIT SIZES SHOWN IN THE DUCTBANK SCHEDULE ARE REQUIRED DUCT / CONDUIT SIZES FOR ALL DUCTBANKS. WHERE THESE CIRCUITS CONTINUE TO THE SOURCE OR THE LOAD WITHIN BUILDINGS, CONDUIT SIZES CAN BE ADJUSTED TO MATCH CONDUIT SIZES SHOWN IN THE CONDUIT AND CABLE SCHEDULES ON THIS SHEET. NUMBER IN CIRCLE CORRESPONDS TO CONDUIT AND CABLE SCHEDULE CTL GND PWR SHLD STSP STST TC TSP TST UTP CONTROL GROUND POWER SHIELDED SHIELDED TWISTED SHIELDED PAIR SHIELDED TWISTED SHIELDED TRIAD TRAY CABLE TWISTED SHIELDED PAIR TWISTED SHIELDED TRIAD UNSHIELDED TWISTED PAIR (CAT5 ETHERNET CABLE) CONDUIT AND CABLE LEGEND: POWER CIRCUITS POWER CONDUCTOR GROUND CONDUCTOR CONDUIT SIZE 1 3#12 1#12 3/4" 2 3#10 1#10 3/4" 3 4#10 1#10 3/4" 4 3#8 1#10 1" 5 4#8 1#10 1" 6 3#6 1#8 1 1/2" 7 3#4 1#8 3" 8 3#2 1#6 1 1/2" 9 3#1 1#6 2" 10 3#1/0 1#4 2" 11 4#1/0 1#4 2 1/2" 12 3#2/0 1#4 3" 13 4#2/0 1#4 2 1/2" 14 3#3/0 1#4 2 1/2" 15 4#3/0 1#4 2 1/2" 16 3#4/0 1#2 3" 17 4#4/0 1#2 3" 18 RESERVED 19 RESERVED 20 RESERVED 21 4#350 KCMIL 1#2 3 1/2" 22 3#500 KCMIL 1#1/0 3" 23 4#500 KCMIL 1#4/0 4" 24 6#12 1#12 1" 25 2#12 1#12 3/4" 26 5#12 1#12 1" 27 2#10 1#10 3/4" 28 4#6 1#8 1 1/2" 29 2#12 1#12 1" 30 2#6 1#8 1" 31 4#4 1#6 1 1/2" 32 2#8 1#10 1" 33 4#1 1#6 2" 34 4#12 2#12 3/4" 35 8#12 1#12 1" 36 SPARE SPARE 4" 37 2#10 1#10 1" 38 SPARE SPARE 3" 39 RESERVED CONTROL WIRING CONDUCTORS CONDUIT SIZE 40 2#14 3/4" 41 3#14 3/4" 42 4#14 3/4" 43 5#14 3/4" 44 6#14 3/4" 45 7#14 3/4" 46 8#14 3/4" 47 9#14 3/4" 48 10#14 3/4" 49 12#14 3/4" 50 16#14 1" 51 24#14 1" 52 36#14 1 1/2" 53 60#14 2" 54 COORDINATE No. OF WIRES AND CONDUIT WITH VENDOR SUPPLIED EQUIPMENT - 55 VENDOR CABLE AS REQUIRED (1 1/2" MIN) EXCEPT WHERE NOTED 56 RESERVED 57 RESERVED 58 RESERVED 59 RESERVED 60 RESERVED 61 PLC REMOTE I/O RACK COMMUNICATION CABLE 2" 62 ETHERNET CABLE 2" 63 MODBUS RTU CABLE 2" 64 TELEPHONE CABLE 2" 65 CITY NETWORK CABLE 2" 66 FIBER OPTIC CABLE 2" 67 FIBER OPTIC CABLE 3" 68 SPARE 2" 69 SPARE 3" 70 SPARE 1" 71 SPARE 4" UNSHIELDED CONTROL CABLES CABLE CONDUIT SIZE C1 2#14 TC 3/4" C2 3#14 TC 3/4" C3 4#14 TC 3/4" C4 5#14 TC 1" C5 6#14 TC 1" C6 7#14 TC 1" C7 8#14 TC 1" C8 9#14 TC 1" C9 10#14 TC 1 1/2" C10 12#14 TC 1 1/2" C11 14#14 TC 1 1/2" C12 16#14 TC 1 1/2" C13 20#14 TC 1 1/2" C14 24#14 TC 1 1/2" C15 30#14 TC 1 1/2" C16 36#14 TC 2" C17 2#12 TC 3/4" C18 3#12 TC 3/4" INSTRUMENTATION CABLES CABLE CONDUIT SIZE J1 1 CABLE TSP #16 3/4" J2 2 CABLES TSP #16 3/4" J3 3 CABLES TSP #16 1" J4 RESERVED J5 RESERVED J6 RESERVED J7 1 CABLE TST #16 1" J8 RESERVED J9 3 CABLES TST #16 1" J10 4 CABLES TST #16 1" J11 1 CABLE STSP, 2 PAIRS, #18 3/4" J12 2 CABLES STSP, 2 PAIRS EACH, #18 1" J13 3 CABLES STSP, 2 PAIRS EACH, #18 1 1/4" J14 4 CABLES STSP, 2 PAIRS EACH, #18 1 1/4" J15 5 CABLES STSP, 2 PAIRS EACH, #18 1 1/4" J16 6 CABLES STSP, 2 PAIRS EACH, #18 1 1/2" J17 7 CABLES STSP, 2 PAIRS EACH, #18 2" J18 8 CABLES STSP, 2 PAIRS EACH, #18 2" J20 RESERVED J21 RESERVED J22 RESERVED J23 VENDOR CABLE J24 REMOTE I/O CABLE PER PLC FURNISHED J25 RESERVED POWER CABLES CABLE CONDUIT SIZE WITHOUT CONTROL WITH CONTROL P1 3#12, 1#12 GND 1" P2 3#10, 1#10 GND 1" P3 3#8, 3#14 GND 1"2" P4 3#6, 3#12 GND 1 1/2" P5 3#4, 3#12 GND 3" P6 3#2, 3#10 GND 2" P7 3#1, 3#10 GND 2" P8 3#1/0, 3#10 GND 2" P9 3#2/0, 3#10 GND 2 1/2" P10 3#3/0, 3#7 GND 3" P11 3#4/0, 3#7 GND 3" P12 2#12, 1#12 GND 3/4"1 1/2" P13 7#10 3/4" P14 2#10, 1#10 GND 3/4" P15 3#350 KCMIL, 3#2 GND 3 1/2" P16 RESERVED P17 RESERVED P18 RESERVED P19 RESERVED P20 RESERVED ### # # 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: ELECTRICAL CONDUIT AND CABLE SCHEDULE 00E004.dwg NONE 00E004 FINISHED GRADE WARNING TAPE PER SECTION 26 05 43 CONDUIT SEPARATION PER SECTION 26 05 33 P P P C C C 2" MIN 2" MIN 2" MIN 6" MIN 2" MIN NOTE 1 CONCRETE ENCASEMENT #4 TYPICAL AND AT 18" MAXIMUM SPACING #4 @ 12 TIES, TYP 3" MIN, TYP REINFORCED CONDUIT ENCASED DUCTBANK PER SECTION 26 05 43 FIRST 6" OF COVER SHALL BE FREE OF ROCK, GRAVEL OR OTHER DELETERIOUS MATERIAL 36" MIN DEPTH OF COVER W/ SELECT MATERIAL PER SECTION 31 21 33 NOTES: 1.NUMBER OF CONDUITS AS REQUIRED FOR THE APPLICATION. 2.SEE DUCT SCHEDULE IN SPECIFICATIONS FOR SPECIFIC DUCTBANK REQUIREMENTS, INCLUDING SEPARATION OF POWER (P) FROM SIGNAL AND CONTROL (C). PLAN SECTION CONDUIT OPENING AS REQUIRED FOR EQUIPMENT 1'-8" MIN TYP 6" LARGER THAN EQUIPMENT ALL SIDES 3/4" CHAMFER ALL AROUND FINISH GRADE #5@12 EACH WAY CENTERED IN WALL, TYP 2'-0" THICK LAYER OF COMPACTED CONCRETE 8" 2'-0" MIN 8" 4" NOTES: 1. NUMBER OF CONDUITS AS REQUIRED FOR THE APPLICATION. 2. P SUBSCRIPT ELECTRICAL POWER OR CONTROL CONDUIT. 3. C SUBSCRIPT COMMUNICATION (TELEPHONE, DATA, INSTRUMENTATION) CONDUIT. P P P C C C DEPTH AS SPECIFIED 2" MIN. 2" MIN.2" MIN. 6" MIN. DEPTH AS SPECIFIED 2" MIN. NOTE 1 BACKFILL PER SPECIFICATION 26 05 43 WARNING TAPE FINISH GRADE NOTES: 1. NUMBER OF CONDUITS AS REQUIRED FOR THE APPLICATION. 2. P SUBSCRIPT ELECTRICAL POWER OR CONTROL CONDUIT. 3. C SUBSCRIPT COMMUNICATION (TELEPHONE, DATA, INSTRUMENTATION) CONDUIT. P P P C C C DEPTH AS SPECIFIED NOTE 1 CONCRETE ENCASEMENT WARNING TAPE FINISH GRADE 2" MIN. 2" MIN.2" MIN. 6" MIN. DEPTH AS SPECIFIED 2" MIN. 2" MIN. TYPICAL 2" MIN. TYPICAL OUTSIDE FACE OF HANDHOLE/MANHOLE WALL PVC CONDUIT GROUT TO FULL WALL THICKNESS AROUND CONDUITS AT KNOCKOUTS, TYP INSIDE FACE OF HANDHOLE/MANHOLE WALL STENCIL CONDUIT NO ON WALL WITH PAINT PVC END BELL MO U N T A T 3 ' - 0 " ± FO R C O N T R O L S T A T I O N S CAP 5/16" U-BOLTS 2" PIPE, PAINT PIPE THREADS WITH ZINC-RICH PAINT BEFORE ASSEMBLING, SEE NOTE 2 FLOOR FLANGE AND 1/2" SST FLUSH SHELLS, ANCHOR BOLTS OR ADHESIVE ANCHORS, 4 EA FLOOR OR PLATFORM WIRING DEVICE OR ELECTRICAL EQUIPMENT, SIZE AS REQ'D 1/4" STEEL PLATE ROUND EDGES GALVANIZE AFTER FABRICATION NOTES: 1. ALL MOUNTING HARDWARE TO BE GALVANIZED. USE WASHERS AND SPLIT LOCK-WASHERS UNDER ALL NUTS. 2. PIPE AND FITTINGS: GALVANIZED STEEL PIPE MEETING ASTM A120, SCHEDULE 40 WALL THICKNESS. THREADED 150-POUND MALLEABLE IRON FLOOR FLANGE MEETING ASTM A197. ANSI STANDARD PIPE THREADS ON PIPE AND FITTINGS. NOTES: 1.ALL MOUNTING HARDWARE SHALL BE GALVANIZED STEEL (UNLESS SST NOTED). ON CONC WALLS, USE MALLEABLE IRON INSERTS. MOUNT ENCLOSURE ON 1/4" SPACERS OF 1/2" RIGID CONDUIT. WIRING DEVICE OR ELECTRICAL EQUIPMENT SIZE AS REQD WALL OR COLUMN CONDUIT PIPE STRAP FLOOR OR PLATFORM FOR CONTROL STATIONS MOUNT @ 4'-0" ± SCALE: DIRECT BURIED CONDUIT(S) DETAIL NONE SCALE: CONCRETE ENCASED DUCTBANK DETAIL NONE SCALE: REINFORCED CONCRETE PAD FOR OUTDOOR ELECTRICAL EQUIPMENT DETAIL NONE SCALE: REINFORCED CONCRETE ENCASED AND DIRECT BURIED CONDUIT DETAIL NONE SCALE: CONDUIT HANDHOLE / MANHOLE ENTRANCE DETAIL NONE SCALE: PEDESTAL MOUNTED DEVICE DETAIL NONE SCALE: WALL OR COLUMN MOUNTED DEVICE DETAIL NONE 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: ELECTRICAL DETAILS - 1 00E011.dwg NONE 00E011 3" MIN 6" MAX CONDUIT COUPLING, TYPICAL PVC COATED RGS CONDUIT AT BOUNDARY WHERE CONDUIT EXITS CONCRETE, TYP PIPE PLUG WATERTIGHT CONDUIT ADAPTERS CONDUIT QUANTITIES & SIZES PER SCHEDULE PENETRATIONS AND SEALS PER SPECIFICATIONS PLAN VIEW EXTERIOR WALL 2" MIN 3 1/2" MIN 6" MAX CONDUIT COUPLING, TYP PVC COATED RGS CONDUIT AT BOUNDARY WHERE CONDUIT EXITS CONCRETE, TYP PIPE PLUG 2 1/2" MIN CONCRETE CURB. SLOPE TOP AND BEVEL EDGES. REQUIRED FOR ALL EXPOSED CONDUITS THROUGH FLOOR OR SLAB EXPANSION/DEFLECTION COUPLING 2'-0" 1/4" CONDUIT CONTINUATION AS REQUIRED BUSHING, END BELL OR COUPLING AS REQUIRED TOP OF SLAB FOUNTATION OR WALL EXPANSION/ DEFLECTION COUPLING FINISHED GRADE CONCRETE ENCASED OR DIRECT BURIED DUCTBANK OR CONDUIT PENETRATION PER SPECIFICATION 01 73 20 NOTES: 1.SEE DUCTBANK DETAIL FOR ADDITIONAL REQUIREMENTS. SEEP RING CONDUIT SEALING BUSHING O-Z/GEDNEY TYPE CSME, OR EQUAL 4" UNLESS OTHERWISE SHOWN ON DWGS TOP OF FLOOR PIPE ID PER CONDUIT AND BUSHING SIZE STANDARD WT STEEL PIPE SLEEVE HOT DIP GALV AFTER FABRICATION PASSING CONDUIT WALL BUILDING FINISH GRADE LB CONDULETS PROVIDE CONDUIT SEAL SCALE: CONDUIT EMERGENCE ADJACENT TO WALL DETAIL NONE SCALE: CONDUIT EMERGENCE NOT ADJACENT TO WALL DETAIL NONE SCALE: CONDUIT TRANSITION TO ABOVE GRADE (EXTERIOR TO INTERIOR) DETAIL NONE SCALE: TYPICAL DUCTBANK WALL PENETRATION DETAIL NONE SCALE: CONDUIT FLOOR SLEEVE DETAIL NONE SCALE: CONDUIT ENTRANCE DETAIL NONE 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: ELECTRICAL DETAILS - 2 00E012.dwg NONE 00E012 1st LINE 2nd LINE CKT NO. 3" 1" 5" 3" DANGER LOCK OUT MOTOR AT MCC BEFORE WORKING ON EQUIPMENT 1/2" LETTERING 3 PLY LAMINATED (RED-WHITE-RED) 1/16" THICK ENGRAVED PHENOLIC NAMEPLATE 3/8" LETTERING SAFETY REMINDER TYPICAL NAMEPLATE NAMEPLATE, NOTE 1 (SEE TYPICAL NAMEPLATE ENLARGEMENT ABOVE) CONTROL STATION (NOTE 1) 1.PROVIDE CONDUCTOR TAGS AT EACH CONDUCTOR TERMINATION. 2.PROVIDE CONDUCTOR TAGS WITH THE NOMENCLATURE AS SHOWN ON THE WIRING DIAGRAMS. NOTES: 51 50 5 4 3 T3 X2 1 1A 2 T2 T1 HEAT SHRINKABLE CONDUCTOR TAG OVER INSULATION (TYPICAL) ELECTRICAL EQUIPMENT CONDUCTOR TERMINAL BLOCK (TYPICAL) CONDUCTOR WITH INSULATION (TYPICAL) 1/4" STEEL PLATE 8"x8"x1/2" BASE PLATE (MIN) 1/2"Øx6" ADHESIVE ANCHORS WITH NUTS AND WASHERS (4 REQ'D). 4" MIN EMBED 1" GROUT (MIN) FINISHED GRADE LEVEL NUTS (4 REQ'D) 3/16 C6X10.5 3/16 4'-0" MIN, 4'-6" MAX MOUNTING ANGLES FURNISHED WITH PANEL DEPTH OF PANEL 1 5/8"x1 5/8" STAINLESS STEEL INSERT FRAMING CHANNEL 1/2" BOLT WITH SPRING NUT DOUBLE NUT FOR LEVELING AND SECURING CHANNEL 1/4"x8" ADHESIVE ANCHORS (20" OC MINIMUM) 4" MIN EMBED SEE CONTROL DIAGRAMS FOR CONTROL STATION REQUIREMENTS. NOTES: 1.STAINLESS STEEL MOUNTING STAND, BASEPLATE AND 1/4" PLATE. 2.PANELS, CONTROL STATIONS, BOXES AND OTHER MISCELLANEOUS ELECTRICAL STATIONS TO BE MOUNTED UTILIZING THIS DETAIL. NOTES: 1.ALL FIELD CONTROL STATIONS SHALL BE IDENTIFIED WITH AN ENGRAVED, PHENOLIC NAMEPLATE. SEE SPECIFICATIONS FOR NAMEPLATE REQUIREMENTS. ANGULAR FITTING, TYPICAL 6", TYPICAL 6" MODULAR STRUT FLAT PLATE FITTING, TYPICAL ADDITIONAL SECTION IF REQUIRED BY APPLICATION EQUIPMENT MOUNTED TO MODULAR STRUT 90° ANGLE FITTING FINISH GRADE 1'-11" MINIMUM3'-6" MINIMUMEQUIPMENT PAD OR STRUCTURAL SLAB PER SPECIFICATION 26 05 00 DOUBLE MODULAR STRUT 3'-0" MAXIMUM SPAN 6" MINIMUM 12" EPOXY ANCHORS, TYPICAL 6" FRONT SIDE PER SPECIFICATION 26 05 00 1" TYP SIDE VIEW FRONT VIEW BASE PLATE PLAN VIEW 2" TYP NOTES: 1.EQUIPMENT LOAD SHALL NOT EXCEED 50 LBS. 2.PEDESTAL ASSEMBLY MATERIAL: ALUMINUM PER SPECIFICATION 05505. 3.ANCHORS: STAINLESS STEEL, 1/2" DIAMETER, 3 1/2" EMBEDMENT, PER SPECIFICATION 05505. 4.ATTACH MODULAR STRUT TO STRUCTURAL MEMBER WITH A MINIMUM OF TWO 3/8" DIAMETER STAINLESS STEEL ROUND HEAD MACHINE SCREWS WITH LOCK WASHER AND NUT. 5.PROTECT SURFACES WITH DISSIMILAR MATERIALS IN ACCORDANCE WITH SPECIFICATION 09905.8"X8"X1/2" BASEPLATE 4-9/16" DIAMETER HOLES 3/16 DEVISE MOUNTED TO STRUCTURAL MEMBER STRUCTURAL MEMBER C4x2.50 RACEWAY AND FITTINGS AS REQUIRED MODULAR STRUT OR OTHER SUPPORT AS REQUIRED BASE PLATE, SEE DETAIL SHIM PLUMB AND 1" NON-SHRINK GROUT MINIMUM FINISH FLOOR, PAD OR PIER EXPANSION ANCHOR, TYPCIAL SAFETY REMINDER (SEE ENLARGEMENT ABOVE) 4" 8" SCALE: MODULAR EQUIPMENT RACK DETAIL NONE SCALE: MOUNTING STAND DETAIL NONE SCALE: TYPICAL FREE-STANDING PANEL FOUNDATION DETAIL NONE SCALE: CONTROL STATION NAMEPLATE AND SAFETY REMINDER DETAIL NONE SCALE: SINGLE DEVICE PEDESTAL DETAIL NONE SCALE: TYPICAL WIRE TAGGING DETAIL NONE 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: ELECTRICAL DETAILS - 3 00E013.dwg NONE 00E013 GROUND ROD #1/0 CU TO GROUND GRID CONNECTION "CADWELD" TYPE GR CABLE TO GROUND ROD ~ 34"x10'-0" CU GROUND ROD 1038"IDx12" CAST IRON GROUND ROD WELL WHERE REQUIRED "CADWELD" TYPE RR END CABLE TO UPPER REBAR CONNECTION #2/0 CU BARE STRANDED COPPER GROUND WIRE SIZE WIRE ACCORDING TO PLAN "CADWELD" TYPE TA CABLE TO CABLE TEE CONNECTION CONDUIT CONNECTOR CONDUIT CONDUIT CLAMPS LUMINAIRE VAULT CEILING OR STRUCTURE ALLOW MIN 2" SPACING FOR SURFACE CONDUITS RUN PERPENDICULAR BELOW LIGHTING FIXTURE WHERE NEEDED. (APPLIED TO CEILING INSTALLATION ONLY) CONDUIT SIZE 1" MAX * MOUNTING HARDWARE TAPERED WASHER 600V INSULATOR STAND-OFF 3/16"-16 STAINLESS STEEL FASTENER 1/4"-20 WALL FASTENERS 1" O.C. 7/16" HOLE (TYP) 1/4"x4"x24" LONG COPPER BUSBAR TWO-HOLE COMPRESSION LUG 2-1/4" O.C. GROUND CONDUCTOR 3/16"-16 STAINLESS STEEL FASTENER 3/16"-16 STAINLESS STEEL FASTENER SCALE: TYPICAL CABLE TO CABLE AND REBAR CONNECTION AND GROUND ROD DETAIL NONE SCALE: GROUNDING BUS BAR INSTALLATION DETAIL NONE SCALE: SURFACE CEILING LIGHTING FIXTURE MOUNTING DETAIL NONE 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: ELECTRICAL DETAILS - 4 00E014.dwg NONE 00E014 SCALE: INSTRUMENTATION AND CONTROL WET WELL ISOLATION ENCLOSURE AND ARRANGEMENT DETAIL NONE NEMA 4X, ENCLOSURETHERMOSTAT STRIP HEATER TO PUMP BACKUP CONTROL PANEL CP-01 TO PUMP MAIN CONTROL PANEL MCP-01 1.PROVIDE 4-SIDED SHROUD WITH DOOR ON FRONT: 12 GAUG, 316 STAINLESS STEEL WITH PADLOCKABLE HASP. SHROUD TO HAVE SAME FOOTPRINT AS ENCLOSURE ABOVE IT. DOOR TO BE HINGED. ALL HARDWARE TO BE 316 STAINLESS STEEL. BOLT SHROUD TO STRUT. KEYNOTES:X 1.PROVIDE UV PROTECTION FOR EXPOSED PORTION OF CABLES. WRAP EXPOSED PORTION OF CABLES WITH UV RESISTANT ELECTRICAL TAPE. 2.PROVIDE MODULAR EQUIPMENT RACK FOR MOUNTING EQUIPMENT, INCLUDING BUT NOT LIMITED TO WIREWAY, ENCLOSURES, DISCONNECTS, ETC.; INCLUDE ADDITIONAL FEATURES INDICATED ON THIS DRAWING. 3.PROVIDE SEPARATION REQUIRED FOR INTRINSICALLY SAFE CIRCUITS. GENERAL NOTES: BACK FRONT NEMA 4X (WET WELL ISOLATION ENCLOSURE CONDUITS TO CONTROL PANELS 6" MIN NEMA 4X WIREWAY 4" CONDUIT PENETRATION FROM WET WELL TO GRADE, TYPICAL PLAN VIEW EQUIPMENT PAD FR O N T WET WELL WALL WET WELL WALL BASE SECURED WITH DROP-IN EPOXY ANCHORS, TYPICAL NEMA 4X WIREWAY CABLE TO WET WELL 1SHROUD CONDUIT SLEEVE, TYPICAL WET WELL CEILING CGB FITTING SUITABLE FOR CLASS I. DIV 2, TYPICAL MAINTAIN 34" GAP BETWEEN SHROUD AND PAD 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: ELECTRICAL DETAILS - 5 00E015.dwg NONE 00E015 D 4/08/2020 ADDENDUM #3 D SCALE: SUBMERSIBLE PUMP CABLE TERMINATION ENCLOSURE AND ARRANGEMENT DETAIL NONE BA C K FR O N T 12" NEMA 4X WIREWAY NEMA 4X SUBMERSIBLE PUMP CABLE TERMINATION ENCLOSURE (WET WELL ISOLATION ENCLOSURE FOR INSTRUMENTS) CONDUITS TO VFDs OR CONTROL PANELS WET WELL WALL 4" CONDUIT PENETRATION FROM WET WELL TO GRADE, TYPICAL LOCAL DISCONNECT SWITCH TO VFD POWER TERMINAL BLOCKS THERMOSTAT CONTROL TERMINAL BLOCKS STRIP HEATER NEMA 4X, ENCLOSURE SEAL-OFFS, TYPICAL TO VFD 24" MINIMUM, TYPICAL FOR CONDUIT SEAL-OFFS 1 SHROUD NEMA 4X, ENCLOSURE NEMA 4X WIREWAY CGB FITTING SUITABLE FOR CLASS I. DIV 2, TYPICAL PUMP CABLE TO WET WELL TO WET WELL WET WELL WALL 1 SHROUD MAINTAIN 3 4" GAP BETWEEN SHROUD AND PAD CONDUIT SLEEVE, TYPICAL 1.PROVIDE UV PROTECTION FOR EXPOSED PORTION OF CABLES. WRAP EXPOSED PORTION OF CABLES WITH UV RESISTANT ELECTRICAL TAPE. 2.PROVIDE MODULAR EQUIPMENT RACK FOR MOUNTING EQUIPMENT, INCLUDING BUT NOT LIMITED TO WIREWAY, ENCLOSURES, DISCONNECTS, ETC.; INCLUDE ADDITIONAL FEATURES INDICATED ON THIS DRAWING. GENERAL NOTES: PLAN VIEW WET WELL CEILING 90 DEGREE BEND, SEE PLAN VIEW EQUIPMENT PAD EQUIPMENT PAD, CONTINUOUS LOCAL DISCONNECT SWITCH TO VFD FR O N T BA C K 1.PROVIDE 4-SIDED SHROUD WITH DOOR ON FRONT: 12 GAUG, 316 STAINLESS STEEL WITH PADLOCKABLE HASP. SHROUD TO HAVE SAME FOOTPRINT AS ENCLOSURE ABOVE IT. DOOR TO BE HINGED. ALL HARDWARE TO BE 316 STAINLESS STEEL. BOLT SHROUD TO STRUT. KEYNOTES:X FRONTELEVATION 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: ELECTRICAL DETAILS - 6 00E016.dwg NONE 00E016 ATS-01 AUTOMATIC TRANSFER SWITCH 800A @ 480Y/277V, 3Ø, 3P, 4W, 50kAIC XXA 3P 800AT 800AF 3P SPD SURGE PROTECTION DEVICE BKR-MAIN BKR-STDBY STANDY POWER BREAKER 800A @ 480Y/277V, 3Ø, 4W, 65kAIC kWH UTILITY TRANSFORMER 500kVA, 3Ø 13.1kV-480Y/277V FROM NORTHWESTERN ENERGY (UTILITY) MCC-01 LIFT STATION MOTOR CONTROL CENTER 800A @ 480Y/277V,3Ø,4W,65kAIC MAIN 800AT 800AF 3P SPD SPD = SURGE PROTECTION DEVICE DMP DIGITAL METERING PACKAGE (3)(3) 150AT 250AF 3P 120 AMP 65AT 250AF 3P VFD 20 0 1 VFD-01 35 P-01 PUMP 1 7 200AT 250AF 3P VFD 20 0 1 VFD-02 110 P-02 PUMP 2 200AT 250AF 3P VFD 20 0 1 VFD-03 110 P-03 FUTURE PUMP 3 200AT 250AF 3P VFD 20 0 1 VFD-04 110 P-04 FUTURE PUMP 4 200AT 250AF 3P VFD 20 0 1 VFD-05 110 P-05 PUMP 5 16 CO N T I N U E D B E L O W L E F T MCC-01 LIFT STATION MOTOR CONTROL CENTER 800A @ 480Y/277V,3Ø,4W,65kAIC 15A 3P CO N T I N U E D U P P E R R I G H T NUMBER IN CIRCLE CORRESPONDS TO CONDUIT AND CABLE SCHEDULE, DWG 00E004. 1.PROVIDE UTILITY METERING CURRENT TRANSFORMER CABINET PER UTILITY REQUIREMENTS. UTILITY METERING CURRENT TRANSFORMERS IN CABINET. PROVIDE CT WIRING AS REQUIRED BY UTILITY. 2.UTILITY METER BASE AND UTILITY METER. 3.BYPASS ISOLATION TRANSFER SWITCH. DUAL CONTACTOR, DUAL DRAWOUT. 4.100% RATED BREAKER. 5.OBTAIN AVAILABLE FAULT CURRENT FROM NORTHWESTERN ENERGY. 6.FOR USE BY NORTHWESTERN ENERGY. 7.SIZE CIRCUIT BREAKER DISCONNECT AS REQUIRED TO ACCOMMODATE SPD. 8.PROVIDE SHIELDED VFD CABLE. KEYNOTES: 1.SEE PANELBOARD SCHEDULES FOR COMPLETE LIST OF PANELBOARD LOADS AND BREAKERS. 2.SEE SPECIFICATION SECTION 26 05 26 FOR GROUNDING REQUIREMENTS. NOTES: 36 36 23 23 23 X 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 16 38 38 # 4 1 2 6 5 7 XXA 3P 7 3 AHF-01 ACTIVE HARMONIC FILTER 7.5kW EUH-01 ELECTRIC UNIT HEATER (GENERATOR ROOM) 1 1 T 15A 3P 5kW EUH-02 ELECTRIC UNIT HEATER (FLOW METER ROOM) 1 1 T 15A 3P 5kW EUH-03 ELECTRIC UNIT HEATER (FLOW METER ROOM) 1 1 T 20A 3P 10kW EUH-04 ELECTRIC UNIT HEATER (ELECTRICAL ROOM) 1 1 T 6 PNL-01 PANELBOARD 30kVA, 3Ø 480V-208Y/120V F 8 XFMR-01 6 50A 3P 15A 3P 2.2A CU-01 CONDENSOR UNIT (ELECTRICAL ROOM; LOCATED OUTSIDE) 1 1 25A 3P 15A FC-01 2 2 FAN COIL UNIT (INCLUDES COMPRESSOR) (ELECTRICAL ROOM) MAIN SERVICE BREAKER (SUITABLE FOR USE AS SERVICE ENTRANCE) 800A @ 480Y/277V, 3Ø, 4W, 65kAIC 4 125HP 156A 40HP 52A 15A 3P SPARE BREAKER 20A 3P SPARE BREAKER 30A 3P SPARE BREAKER 40A 3P SPARE BREAKER 1 10 0 2 MCP XXA 3P SPARE STARTER 2 10 0 2 MCP XXA 3P SPARE STARTER 55 J 43750AT 800AF 3P 4 GEN-01 STANDBY GENERATOR 500kW, 480Y/277V, 3Ø, 4W 750AT 800AF 3P G 4 750AT 800AF 3P 4 750AT 800AF 3P 4 P5 50 P5 55 J 43 P11 50 P11 69 55 J 70 69 70 69 55 J 70 69 69 70 55 J 43 P11 P11 50 SPD SURGE PROTECTION DEVICE 7 XXA 3P PORTABLE LOADBANK CONNECTION 125HP 156A 125HP 156A 125HP 156A 8 8 8 8 8 8 100A 50A 200A 200A 100A 100A 200A 200A 200A 200A 200A 200A696969 69 F 30A 15A F 30A 15A F 30A 20AF 30A 15AF 30A 25A 30A 15A F 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: ELECTRICAL ONE LINE DIAGRAM 00E021.dwg NONE 00E021 7'-6" 4" 3'1'-8"1'-8" 10'-4" MCC-01 - FRONT ELEVATION SCALE: NONE 2"2" MAIN BREAKER SPD METER CTs ACTIVE HARMONIC FILTER EUH-01 EUH-02 EUH-03 EUH-04 XFMR-01 FC-01CU-01 FUTURE PUMP 3 VFD BREAKER 1'-8"2' DIGITAL METERING SECTION 1 SECTION 2 SECTION 3 SECTION 4 1'-8"1'-8" SPACE PUMP 2 VFD BREAKER PUMP 1 VFD BREAKER SPACE SPARE BREAKER SPARE BREAKER SPARE BREAKER SPARE BREAKER SPARE STARTER VFD-01 (PUMP 1) VFD-02 (PUMP 2) 3' FUTURE VFD-03 (PUMP 3) 3' FUTURE VFD-04 (PUMP 4) 3' VFD-05 (PUMP 5) 3' 7'-6" 4" 2" 6"6"6"6" 17' VFDs - LINE UP ELEVATION SCALE: NONE PUMP 5 VFD BREAKER FUTURE PUMP 4 VFD BREAKER SPARE STARTER SPACE SECTION 5 SECTION 6 SPACE 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: ELECTRICAL EQUIPMENT ELEVATIONS 00E031.dwg NONE 00E031 NUMBER IN CIRCLE CORRESPONDS TO CONDUIT AND CABLE SCHEDULE, DWG 00EXXX. 1.POWER FOR MAIN CONTROL PANEL. 2.SPD LOSS OF PROTECTION. 3.SIGNALS INCLUDE BUT ARE NOT LIMITED TO FOLLOWING: ·SPD LOSS OF PROTECTION ·SIGNALS FOR SPARE MOTOR STARTERS. KEYNOTES:X # MCP-01 LIFT STATION MAIN CONTROL PANEL (ELECTRICAL ROOM) GEN-01 STANDBY GENERATOR 51 ATS-01 AUTOMATIC TRANSFER SWITCH 48 51 GROUND CONNECTION #2 CU GROUND PNL-01 PANELBOARD 45 LT-01 WET WELL LEVEL 1 55 LT-02 WET WELL LEVEL 2 55 MCC-01 MOTOR CONTROL CENTER VFD-01 PUMP 1 VFD 46 J3 VFD-02 PUMP 2 VFD 46 VFD-03 FUTURE PUMP 3 VFD 70 VFD-04 FUTURE PUMP 4 VFD 70 VFD-05 PUMP 5 VFD FIT-01 25 J1 FE-01 FLOW METER 1 55 FIT-02 25 J1 FE-02 FLOW METER 2 55 ZSC-15A INTRUSION ELECTRICAL ROOM 45 ZSC-15B INTRUSION FLOW METER ROOM LEFT DOOR 45 ZSC-15C INTRUSION FLOW METER ROOM RIGHT DOOR 45 ZSC-15D INTRUSION ELECTRICAL ROOM 45 TSH-EF EXHAUST FAN TEMPERATURE SWITCH MS-EF EXHAUST FAN MOTOR STARTER 48 MOD-01 DAMPER AND DAMPER LIMIT SWITCH 48 CP-01 LIFT STATION PUMP BACKUP CONTROLLER (ELECTRICAL ROOM) LSHH-01 55 GROUND CONNECTION #2 CU GROUND LSH-01 55 LSH-02 55 LSH-03 55 LSH-04 55 LSL-01 55 LSL-02 55 LSL-03 55 LSL-04 55 LSLL-01 55 62 53 J3 70 ZSC-15E 45 ZSC-15F INTRUSION GENERATOR ROOM PERSONNEL DOOR 45 INTRUSION GENERATOR ROOM ROLL-UP DOOR J2 68 53 68 53505050 PIT-01 PRESSURE TRANSMITTER 1 J1 PIT-02 J1 PRESSURE TRANSMITTER 2 SERVER RACK LOCATED IN DIGESTER CONTROL BUILDING AT WRF 67 25 70 J3 7070 46 WET WELL CONTROL AND INSTRUMENTATION ISOLATION ENCLOSURE PNL-01 PANELBOARD 25 TSH-FC FC-01 48 CP-GEN 2 3 1 29 25 ARV-01 AIR RELEASE VALVE 1 48 ARV-02 48 AIR RELEASE VALVE 2 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: ELECTRICAL I&C CONDUIT AND WIRING BLOCK DIAGRAM 00E041.dwg NONE 00E041 MCCB 480V AC 120V AC L12 VFD MTR VFD HIM SPEED FEEDBACK (4-20mA) SPEED COMMAND (4-20mA) CR1 CR2 RUN R PUSH-TO-TEST RUN AUTO VOLTAGE SOURCE RUN CR3 A PUSH-TO-TEST VFD FAULT FAN COOLING FANS A PUSH-TO-TEST MOTOR LEAK CR4 CR5 PLC INPUT HOA IN AUTO CONTROL PANEL 120V AC CR2 (OOX) RUN STATUS FAULT CONTROL DIAGRAM 2001 PUMP - VFD DEVICE LOCATION LEGEND: FIELD AT MOTOR FIELD AT CONTROL STATION MCC TERMINAL PLC TERMINAL CR5 NOTES: 1.VFD WIRING DETAILS ARE TYPICAL AND SHALL BE REVISED AS REQUIRED PER MANUFACTURER INSTALLATION INSTRUCTIONS. CUSTOM ENGINEERED VFD ASSEMBLY WITH CONTROLS AS SHOWN. REFER TO ELECTRICAL ONE LINE DIAGRAMS AND SPECIFICATIONS 26 29 23 FOR EQUIPMENT (VFD, ENCLOSURE, HARMONIC MITIGATION, LOAD REACTOR, dv/dT FILTER, CONTROL POWER TRANSFORMER, CONTROL RELAY, PILOT DEVICES, ETC.) REQUIREMENTS. 2.PROVIDE LOCAL SAFETY SWITCH WHERE SHOWN ON ELECTRICAL ONE LINE DIAGRAMS. 3.CONTACT SYMBOLS ARE SHOWN IN THEIR DE-ENERGIZED OR OFF POSITION. 4.PROVIDE COOLING FAN WITH TIME DELAY RELAYS TO ENSURE COOLING AND COOL DOWN. 5.CONFIGURE VFD FOR WATER PUMP APPLICATION. KEYNOTES: 1.PROVIDE INTERPOSING CONTROL RELAY IN PLC CONTROL PANEL FOR PLC DISCRETE OUTPUT POINT. 2.VFD FAULTS ARE RESET AT THE VFD HIM MODULE (NOT AT THE EXTERNAL FAULT RESET). 3.FIELD RUN PERMISSIVES PREVENT THE DRIVE FROM RUNNING IN EITHER HAND OR AUTO MODE. 4.WHEN IN HAND, THE MOTOR SHALL RUN AND THE OPERATING SPEED SHALL BE AS SET AT THE VFD POTENTIOMETER. 5.MOUNTED TO THE EXTERIOR PANEL FRONT OF VFD ENCLOSURE. 6.WHEN IN AUTO, THE MOTOR SHALL RUN WHEN COMMANDED BY PLC AND THE OPERATING SPEED SHALL BE AS PROVIDED BY PLC AT SPEED COMMAND INPUT. 7.LOCAL SAFETY DISCONNECT SWITCH AUXILIARY CONTACT IS OPEN WHEN THE SWITCH IS OPEN. PROVIDE CONTROL POLE WHICH OPENS BEFORE POWER CONTACTS OPEN. 8.FOR SUBMERSIBLE PUMP CABLE TERMINATION ENCLOSURE THERMOSTAT AND HEATER. 2 4 CR5 3 AUTOHAND OFF PLC RUN (XOO) (OOX) (OOX) CR1 1 5 CR2 PUMP RUNNING AUXILIARY CONTACT A PUSH-TO-TEST MOTOR OVER TEMPERATURE CR6 FAULT CR6 X L22 L32 CR3 INPUT LINE REACTOR POTENTIOMETER JOG CR7 CR6 MOTOR HIGH TEMPERATURE CR4 MOTOR LEAK PUMP MONITORING RELAY L N RESET CR7 RUN COMMAND FROM BACKUP PUMP CONTROLLER MOTOR CURRENT (4-20mA) LOCAL SAFETY DISCONNECT SWITCH SUBMERSIBLE PUMP CABLE TERMINATION ENCLOSURE TO PUMP MONITORING RELAY LOCAL SAFETY SWITCH AUX CONTACT TDR TDR1 TO PUMP MOTOR HIGH TEMP AND LEAK CIRCUIT 7 CR6 MOTOR HIGH TEMPERATURE CR4 MOTOR LEAK CR7 BACKUP MODE (OOX) 6 CR-BACKUP 8 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: ELECTRICAL CONTROL DIAGRAMS 1 00E051.dwg NONE 00E051 NOTES: 1.LOCAL SAFETY SWITCH WHERE SHOWN ON ELECTRICAL ONE LINE DIAGRAMS. 2.CONTACT SYMBOLS ARE SHOWN IN THEIR DE-ENERGIZED OR OFF POSITION. KEYNOTES: 1.DAMPER LIMIT SWITCH. 2.MOTOR STARTER TERMINAL. 3.USE THIS DIAGRAM FOR SEPARATELY MOUNTED MOTOR STARTERS FOR EXHAUST FANS. X CB MTR M OL AUTOHAND OFF M OLs (XO) (OX) 120V AC FROM PANELBOARD LOCAL SAFETY SWITCH M OL M OL 1 DMP CONTROL DIAGRAM 1001 SINGLE PHASE MOTOR STARTER 3 TYP MCP L1 L2 L3 MTR 480V AC 120V AC L3L2L1 M M M OL OL OL AUTOHAND OFF PLC OUTPUT CALL M ETM R PUSH-TO-TESTM OLs RUNNING PLC INPUT REMOTE CONTROL PANEL, 120V AC RUNNING M FAULT OL AUX LOCAL DISCONNECT SWITCH (XOO) (OOX) (OOX) CONTROL DIAGRAM 1002 PROCESS MOTOR 2 ROOM THERMOSTAT DAMPER 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: ELECTRICAL CONTROL DIAGRAMS 2 00E052.dwg NONE 00E052 PNL-01 DAVIS LANE LIFT STATION PANELBOARD LOCATION: ELECTRICAL ROOM FED FROM: XMFR-01 CKT PH CIRCUIT DESCRIPTION AMPS POLE CND CONNECTED LOAD IN kVA PER CATEGORY 208Y/120 VOLTS / LOAD LOCATION NO.REC LTG EQPT MTR HTG CLG KIT 225 AMPS 1 A LTG - ELECTRICAL ROOM 20 1 25 0.55 3 PHASE 3 B LTG - GENERATOR ROOM 20 1 25 0.37 4 WIRE 5 C REC - ELECTRICAL ROOM 20 1 25 1.08 CU BUS 7 A REC - GENERATOR ROOM 20 1 25 0.90 10 kAIC 9 B GENERATOR BATTERY CHARGER 20 1 25 1.50 11 C GENERATOR BATTERY HEATER 20 1 25 0.50 MANUFACTURER: 13 A GENERATOR JACKET WATER HEATER 20 2 37 1.25 15 B 1.25 TYPE: 17 C SPARE 15 2 19 A GENERATOR ROOM DAMPERS 15 1 0.20 DOUBLE-LUGS 21 B CP-18B FUEL ALARM PANEL 15 1 25 0.10 FEED-THRU LUGS 23 C SPARE 20 1 TOP-FEED 25 A SPARE 20 1 BOTTOM-FEED 27 B SPARE 20 1 X 100A MAIN BKR 29 C SPARE 20 1 MAIN LUGS ONLY 31 A SPARE 20 1 FLOOR-MTD 33 B SPARE 30 1 SURFACE-MTD 35 C SPARE 30 1 FLUSH-MTD 37 A SPARE 15 1 200% NEUTRAL 39 B SPARE 15 1 X GND BUS 41 C SPARE 15 1 IG BUS PANEL CONNECTED 2 A LTG - FLOW METER ROOM 20 1 25 0.73 LOAD IN kVA 4 B LTG - EXTERIOR, BUILDING 20 1 25 0.31 RECEPT:1.98 6 C REC - FLOW METER ROOM 20 1 25 1.44 LIGHTING:4.11 8 A REC - EXTERIOR, BUILDING 20 1 25 0.72 EQUIP:5.45 10 B MAIN CONTROL PANEL MCP-01 20 1 25 1.50 MOTORS:0.60 12 C MAIN CONTROL PANEL MCP-01 20 1 25 1.00 HEATING:2.50 14 A EXHAUST FAN MS-EF 20 1 25 0.40 COOLING: 16 B BACKUUP CONTROL PANELl CP-01 20 1 25 0.75 KITCHEN: 18 C IRRIGATION CONTROLLER 20 1 25 0.10 TOTAL:14.64 20 A SPARE 20 1 FEEDER CONNECTED 22 B SPARE 20 1 LOAD IN kVA 24 C SPARE 20 1 RECEPT:1.98 26 A SPARE 20 1 LIGHTING:4.11 28 B SPARE 20 1 EQUIP:5.45 30 C SPARE 20 1 MOTORS:0.60 32 A SPARE 20 1 HEATING:2.50 34 B SPARE 20 1 COOLING: 36 C SPARE 20 1 KITCHEN: 38 A TOTAL:14.64 40 B SURGE PROTECTION DEVICE 30 3 AMPERES:40.68 42 C FEEDER DEMAND REMARKS:LARGEST MOTOR:kVA LOAD IN kVA RECEPT LOADS CALCULATED PER NEC 220 125% LARGEST MOTOR INCLUDED IN kVA:15.67 LIGHTING LOADS CALCULATED AT 125% PER NEC 220 CALCULATED LOAD PER NEC 220 AMPERES:43.53 KITCHEN EQPT LOAD DEMAND PER NEC TABLE 220 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: ELECTRICAL PANELBOARD SCHEDULE 00E061.dwg NONE 00E061 FACTORY INSTALLED STRAP MV CABLE SHIELD AND SURGE ARRESTOR GROUND CONDUCTOR WHEN PROVIDED ENGINE GENERATOR 3 POLE TRANSFER SWITCH GND GND UTILITY XFMR HV LV G TO GROUND PAD TO CONDUIT GROUNDING BUSHINGS GROUND RODS GROUND RING TO GROUND PAD TO CONDUIT GND BUSHINGS GROUND ROD IN TERMINATION COMPARTMENT TO "X0" #4/0 AWG TO BUILDING STEEL #4/0 AWG TO WATER PIPE #4/0 AWG GROUND RING GROUND RODS CONNECTED TO GROUND RING #4/0 AWG TO ALL BUILDING STEEL COLUMNS #4/0 AWG CONNECTED TO OPPOSITE SIDES OF GROUND RING LIGHTNING PROTECTION DOWN CONDUCTORS ELECTRICAL ROOM PMGB #4/0 AWG TO CONCRETE ENCASED ELECTRODE SERVICE ENTRANCE EQUIPMENT MAIN BREAKER N G N G #4/0 AWG MANUFACTURERS CONNECTION (MAIN BONDING JUMPER MANUFACTURERS FRAME CONNECTION TYPICAL 480/277V MOTOR CONTROL CENTER N G #4/0 TO BLDG GROUND RING BONDING JUMPER, TYPICAL G X0 TYPICAL STEP DOWN TRANSFORMER TYPICAL 208/120V PANELBOARD N G TO CLOSEST GROUNDING BAR #4/0 AWG GENERATOR ROOM, FLOW METER ROOM, TYPICAL PGB NOTES: 1.ABBREVIATIONS: PMGB - 24" LONG POWER MAIN GROUNDING BAR. PGB - 12" LONG POWER GROUNDING BAR. TGB - 12" LONG TELEPHONE GROUNDING BAR. 2.ALL CONDUCTOR SIZES BASED ON COPPER. 3.SEE ONE-LINE DIAGRAM FOR CONDUCTOR SIZES NOT SHOWN. 4.SEE SECTION 26 05 26 GROUNDING FOR ADDITIONAL REQUIREMENTS. 5.SEE GENERATOR DIAGRAM FOR GROUNDING FOR STANDBY BREAKER BETWEEN GENERATOR AND AUTOMATIC TRANSFER SWITCH. 6.SIZE CONDUCTOR PER NEC UNLESS OTHERWISE INDICATED. UTILITY UTILITY TRANSFORMER PAD, GROUNDING, AND CABLE TERMINATIONS PER UTILITY COMPANY REQUIREMENTS LIFT STATION 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: ELECTRICAL GROUNDING DIAGRAM 00E071.dwg NONE 00E071 NOTES: 1.SEE P&ID FOR I/O POINTS. 2.METER, METER BASE, AND CT ENCLOSURE NOT SHOWN. 3.PROVIDE PANELS CP-18A AND CP-18B PER SPECIFICATION SECTION 26 09 16. GENERATOR CONTROL PANEL BATTERIES BATTERY CHARGER G N G G GENERATOR BREAKER FEEDER 3-PHASE, 4W 277Y/480V GENSET 3-PHASE, 4W 277Y/480V SERVICE TRANSFORMER N G 3 PHASE PLANT LOAD N DIAGRAM 1 STANDBY GENERATOR AND AUTOMATIC TRANSFER SWITCH CONNECTION DIAGRAM ATS-01 AUTOMATIC TRANSFER SWITCH GENERATOR BREAKER MAIN GEN-01 STANDBY GENERATOR BKR-STDBY STANDBY POWER BREAKER BKR-MAIN MAIN SERVICE BREAKER DIAGRAM 2 STANDBY GENERATOR CONTROL PANEL BLOCK DIAGRAM GEN-01 MOD-02 INLET DAMPER 54 46 MOD-03 EXHAUST DAMPER 48 NUMBER IN CIRCLE CORRESPONDS TO CONDUIT AND CABLE SCHEDULE, DWG 00E004. # N G 54 FUEL TANK LEVEL SWITCH ASSEMBLY 54 FUEL TANK LEAK DETECTOR 48 PANELBOARD PNL-01 46 CP-18B FUEL TANK HIGH LEVEL ALARM AND ACKNOWLEDGEMENT PANEL (EXTERIOR) 2537 CP-18A FUEL TANK HIGH LEVEL ALARM PANEL (GENERATOR ROOM) 46 DIAGRAM 3 DIESEL TANK OVERFILL ALARM PANEL (CP-18B) CONTROL DIAGRAM CB-1 DIESEL TANK HIGH-HIGH LEVEL FROM GENERATOR CONTROL PANEL TDR1 CR1 TDR1 5 SEC CR2 OVERFILL ALARM HORN A OVERFILL ALARM FLASHER A FLASHER CB-18A 120 VAC POWER FROM PANELBOARD ALARM ACKNOWLEDGE CR-2 CR-1 CR2 W ACKNOWLEDGE LIGHT CP-GEN 25 WATER HEATER JACKET 37 25 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: ELECTRICAL GENERATOR DIAGRAMS 00E081.dwg NONE 00E081 UGE UGE UGE U G E U G E U G E UG E UG E UG E U G E UG E ELECTRICAL SITE PLAN 01E101 01E101.DWG 1" = 10'-0" H. FANCHER--- 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: GENERAL NOTES: 1.DUCTBANKS ARE DESIGNATED BY ALPHABETIC KEYNOTES. PROVIDE DUCTBANKS AS DEFINED IN THE DUCTBANK SCHEDULE. DUCT/CONDUIT SIZES SHOWN IN THE DUCTBANK SCHEDULE ARE REQUIRED DUCT/CONDUIT SIZES FOR ALL DUCTBANKS. WHERE THESE CIRCUITS CONTINUE TO THE SOURCE OR THE LOAD WITHIN BUILDINGS, CONDUIT SIZES CAN BE ADJUSTED TO MATCH CONDUIT SIZES SHOWN IN THE CONDUIT AND CABLE SCHEDULES. 2.PROVIDE CONCRETE PAD AND VAULT FOR THE UTILITY TRANSFORMER PER UTILITY REQUIREMENTS. 3.KEYNOTES WITH "HH#" OR "HH## DENOTE HANDHOLES. KEYNOTES WITH "MH#" OR "MH##" DENOTE MANHOLES. PROVIDE AS DEFINED IN THE HANDHOLE AND MANHOLE SCHEDULE; SEE SPECIFICATION SECTION 26 05 43. 4.HOMERUNS ARE NOT SHOWN FOR EQUIPMENT SHOWN ON THE ELECTRICAL SITE PLAN. SEE GENERAL NOTE 1 (THIS SHEET), ONE LINE DIAGRAMS, CONDUIT AND WIRING BLOCK DIAGRAMS, AND PANELBOARD SCHEDULES FOR REQUIRED WIRING AND CABLING AND CONDUIT. 5.DESIGN AND PROVIDE LIGHTNING PROTECTION SYSTEM PER SPECIFICATIONS. X 4 1 KEYNOTES: 1.NORTHWESTERN ENERGY SERVICE POLE. PROVIDE 90° DEG BEND AT BOTTOM OF POLE. 2.UTILITY TRANSFORMER. 3.UTILITY METERING AND CT ENCLOSURE. 4.PROPERTY LINE. 5.PUMP 1 HATCH. 6.PUMP 2 HATCH. 7.PUMP 3 HATCH. 8.PUMP 4 HATCH. 9.PUMP 5 HATCH. 10.SLIDE GATE ACCESS HATCH. 11.LEVEL INSTRUMENT AND SWITCH HATCH. 12.GROUND BUS BAR. 13.SUBMERSIBLE PUMP CABLE TERMINATION ENCLOSURE. 14.INSTRUMENTATION AND CONTROL WET WELL ISOLATION ENCLOSURE. SEE DETAIL. 15.TRANSFORMER FRONT. 16.CONTINUES TO WRF DIGESTER CONTROL BUILDING FOLLOWING ALIGNMENT OF PIPING. DUCTBANK D, WITH CONDUIT FOR FIBER OPTIC CONTINUES FROM DAVIS LIFT STATION TO WRF DIGESTER CONTROL BUILDING. SEE DRAWINGS C4.30 THROUGH C4.35 FOR ALIGNMENT AND HANDHOLE LOCATIONS. 17.GROUND CONNECTION TO EACH EQUIPMENT RACK. TYPICAL ALL EQUIPMENT RACKS. LI F T S T A T I O N W E T W E L L HH1 15 10 9 8 7 6 13 14 11 3 16 A D C 12 12 12 J 17 B E G H I 13 13 13 13 F TYPICAL 5 ELECTRICAL CONDUIT LOCATION PLAN 01E102 01E102.DWG 1" = 20'-0" 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: HH10 GENERAL NOTES: 1.DUCTBANKS ARE DESIGNATED BY ALPHABETIC KEYNOTES. PROVIDE DUCTBANKS AS DEFINED IN THE DUCTBANK SCHEDULE. DUCT/CONDUIT SIZES SHOWN IN THE DUCTBANK SCHEDULE ARE REQUIRED DUCT/CONDUIT SIZES FOR ALL DUCTBANKS. WHERE THESE CIRCUITS CONTINUE TO THE SOURCE OR THE LOAD WITHIN BUILDINGS, CONDUIT SIZES CAN BE ADJUSTED TO MATCH CONDUIT SIZES SHOWN IN THE CONDUIT AND CABLE SCHEDULES. 2.DUCTBANK D, WITH CONDUIT FOR FIBER OPTIC, CONTINUES FROM DAVIS LIFT STATION TO WRF DIGESTER CONTROL. SEE DRAWINGS C4.30 THROUGH C4.35 FOR ALIGNMENT AND HANDHOLE LOCATIONS. 3.KEYNOTES WITH "HH#" OR "HH## DENOTE HANDHOLES. KEYNOTES WITH "MH#" OR "MH##" DENOTE MANHOLES. PROVIDE AS DEFINED IN THE HANDHOLE AND MANHOLE SCHEDULE; SEE SPECIFICATION SECTION 26 05 43. 4.HOMERUNS ARE NOT SHOWN FOR EQUIPMENT SHOWN ON THE ELECTRICAL SITE PLAN. SEE GENERAL NOTE 1 (THIS SHEET), ONE LINE DIAGRAMS, CONDUIT AND WIRING BLOCK DIAGRAMS, AND PANELBOARD SCHEDULES FOR REQUIRED WIRING AND CABLING AND CONDUIT. XKEYNOTES: 1.DUCTBANK D, WITH CONDUIT FOR FIBER OPTIC, CONTINUES FROM DAVIS LIFT STATION TO WRF DIGESTER CONTROL. SEE DRAWINGS C4.30 THROUGH C4.35 FOR ALIGNMENT AND HANDHOLE LOCATIONS. 2.CONTINUE FIBER OPTIC CABLE TO FIBER PATCH PANEL IN DIGESTER CONTROL BUILDING. ROUTE FIBER OPTIC CABLE THROUGH EXISTING CONDUITS IN WRF DUCTBANKS AND UTILIDOR. FIBER OPTIC CABLE TO BE CONTINUOUS FROM DAVIS LANE LIFT STATION TO FIBER PATCH PANEL CONTROL PANEL AT WRF DIGESTER CONTROL BUILDING. 3.DUCTBANK K. ROUTE FIBER OPTIC CABLE IN DUCT 203-5 (2" SPARE CONDUIT). 4.IN UTILIDOR: ROUTE FIBER OPTIC CABLE IN DUCT 1300-10 (4" CONDUIT WITH EXISTING FIBER OPTIC CABLE) 5.DUCTBANK J: ROUTE FIBER OPTIC CABLE IN DUCT 800-3 (2" CONDUIT WITH EXISTING FIBER OPTIC CABLE). 6.DIGESTER CONTROL BUILDING: ASSUME 200 FEET OF FIBER OPTIC CABLE INSIDE BUILDING IN 2" CONDUIT WITH EXISTING FIBER OPTIC CABLE. 7.IN CONDUIT AND PIPE CHASE IN BASEMENT, 800-3 HAS A T-CONDULET WITH 1" FLEX-LT. INTERCEPT THE EMPTY PORTION OF THE 800-3 2" CONDUIT ABOUT SEVERAL FEET BEYOND THIS T-CONDULET; PROVIDE NEW T-CONDULET. EXTEND 2" CONDUIT WITH ELBOW INTO SERVER ROOM. PROVIDE NEW PENETRATION INTO SERVER ROOM FROM CONDUIT AND PIPE CHASE BELOW. EXTEND CONDUIT TO SERVER RACK. 1 3 2 2 4 MOSS BRIDGE ROAD WRF HH#5 UTILIDOR 1 DIGESTER CONTROL BUILDING 6 7 5 TURNBOX 5 1.CONDUIT DUCTBANKS TO BE CONCRETE-ENCASED UNLESS NOTED OTHERWISE. NOTES: DUCT BANK SCHEDULE DUCTBANK DUCT No.CONCRETE ENCASED ORIGIN DESTINATION DUCT SIZE (INCHES) ADDITIONAL NOTES DESCRIPTION / COMMENTS A A-1 YES NORTHWESTERN ENERGY SERVICE POLE UTILITY TRANSFORMER 4 PER NWE REQUIREMENTS SERVICE CONDUCTOR A-2 YES NORTHWESTERN ENERGY SERVICE POLE UTILITY TRANSFORMER 4 PER NWE REQUIREMENTS SERVICE CONDUCTOR A-3 YES NORTHWESTERN ENERGY SERVICE POLE UTILITY TRANSFORMER 4 PER NWE REQUIREMENTS SERVICE CONDUCTOR A-4 YES NORTHWESTERN ENERGY SERVICE POLE UTILITY TRANSFORMER 4 PER NWE REQUIREMENTS SPARE B B-1 YES UTILITY TRANSFORMER UTILITY METERING ENCLOSURE 4 PER NWE REQUIREMENTS SERVICE CONDUCTOR B-2 YES UTILITY TRANSFORMER UTILITY METERING ENCLOSURE 4 PER NWE REQUIREMENTS SERVICE CONDUCTOR B-3 YES UTILITY TRANSFORMER UTILITY METERING ENCLOSURE 4 PER NWE REQUIREMENTS SERVICE CONDUCTOR B-4 YES UTILITY TRANSFORMER UTILITY METERING ENCLOSURE 4 PER NWE REQUIREMENTS SPARE C C-1 YES ELECTRICAL ROOM WRF DIGESTER CONTROL BUILDING 3 FIBER OPTIC C-2 YES ELECTRICAL ROOM WRF DIGESTER CONTROL BUILDING 3 CAP AND SEAL AT EMERGENCE IN ELECTRICAL ROOM SPARE D D-1 ELECTRICAL ROOM WRF DIGESTER CONTROL BUILDING 3 FIBER OPTIC E E-1 YES MAIN CONTROL PANEL LEVEL INSTRUMENT 1 INSTRUMENT E-2 YES MAIN CONTROL PANEL LEVEL INSTRUMENT 2 SPARE E-3 YES BACKUP CONTROL PANEL LEVEL SWITCHES 2 CONTROL E-4 YES BACKUP CONTROL PANEL LEVEL SWITCHES 2 SPARE E-5 YES BACKUP CONTROL PANEL LEVEL SWITCHES 2 SPARE F F-1 YES VFD PUMP 3 PUMP POWER F-2 YES VFD PUMP 1 PUMP CONTROL F-3 YES VFD PUMP 3 SPARE G G-1 YES VFD PUMP 3 PUMP POWER G-2 YES VFD PUMP 1 PUMP CONTROL G-3 YES VFD PUMP 3 SPARE H H-1 YES VFD PUMP 3 PUMP POWER H-2 YES VFD PUMP 1 PUMP CONTROL H-3 YES VFD PUMP 3 SPARE I I-1 YES VFD PUMP 3 PUMP POWER I-2 YES VFD PUMP 1 PUMP CONTROL I-3 YES VFD PUMP 3 SPARE J J-1 YES VFD PUMP 3 PUMP POWER J-2 YES VFD PUMP 1 PUMP CONTROL J-3 YES VFD PUMP 3 SPARE 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: ELECTRICAL DUCTBANK SCHEDULE 01E105.dwg NONE 01E105 XKEYNOTES: 1.CONCRETE-ENCASE UNDER ROADWAYS AND BETWEEN HH10 AND WRF HH#5. 1 T IC IC IC IC IC IC IC IC IC IC IC IC IC IC IC IC IC IC IC IC IC IC STANDBY GENERATOR MA I N CO N T R O L PA N E L FCU MCC AHF ATS FR O N T MAIN BREAKER VFD VFD VFD VFD VFD STANDBY BREAKER MCC MCC MCC MCC FLOW METER ROOM 02 GENERATOR ROOM 03 ELECTRICAL ROOM 01 FC -01 PNL -01 MCP -01 ATS -01 VFD -05 VFD -04 VFD -03 VFD -02 VFD -01 BKR -STBY BKR -MAIN XFMR -01 MCC -01 CU -01 CP -01 MCC-01 MCP-01 PNL-01 101-LCP-01 PNL-01 MCP-01 MCC-01 CP-01 MCP-01 MCC-01 CP-01 MCP-01 MCC-01 CP-01 MCP-01 MCC-01 CP-01 MCP-01 MCC-01 CP-01 MCP-01 BKR-STBY BKR-MAIN MCP-01 MCP-01 ATS-01 EUH -04 MCP-01 MCP-01 MCC-01 MCP-01 MCP-01 EUH -03 PIT -02 ZSC -15B ZSC -15A ZSC -15D ZSC -15C ZSC -15E ZSC -15F FE -02 FIT -02 FE -01 FIT -01 PIT -01 MCP-01 MCP-01 MCC-01 MCC-01 MCC-01 MCC-01 MCP-01 MCP-01 MCP-01 MCP-01 EUH -02 EUH -01 MCC-01 GENERATOR CONTROL PANEL GENERATOR BREAKERS ATS-01 BKR-STBY MCP-01 PNL-01 UTILITY TRANSFORMER FR O N T (FUTURE) (FUTURE) UTILITY METER BASE AND METER UTILITY METERING CT ENCLOSURE FC-01 TSH -FC MS-EF MOD -01 TSH -EF EF -01 PNL-01 MS-EF MCP-01 MCP-01 CP -GEN MOD -03 CP-GEN BATTERY CHARGER JACKET WATER HEATER PNL-01 CP-GEN MOD -02 GROUND RING GROUND RING 2 GROUND RING 3 GROUND RING 2 PNL-01 IRRIGATION CONTROLLER 2 CP-18B CP -18A CP-GEN PNL-01 MCP-01 ARV -01 MCP-01 ARV -02 BATTERIES PNL-01 CP-18B PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 ELECTRICAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS 3/8" = 1'-0" R: \ d 1 1 1 7 7 2 7 \ 1 0 1 5 6 4 2 3 _ 0 0 E . r v t 9/ 2 8 / 2 0 2 1 1 0 : 5 1 : 1 8 A M 01E111 LIFT STATION 10156423 C. REVIS 10156423_00E.RVT Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station POWER AND INSTRUMENTATION PLAN 3/8" = 1'-0" PLAN XKEYNOTES: 1. ROUTE CONDUIT CONCEALED BELOW SLAB. 2. GROUND BAR. 3. CONNECT GENERATOR TO GROUND RING. NOTES: 1. COORDINATE CONDUIT ENTRY LOCATIONS. T 7 3 b 4 g D 1 a A 1 a A 1 a A 1 a A 1 a A 1 a A 1 a A 1 a A 1 a A 4 d D 1 Q 2 Q 1 Q 1 Q 1 Q 2 Q 2 Q 2 Q 3 Q 3 Q 2 Q 3 Q 3 Q 2 b A 2 b A 2 b A 2 b A 2 b A 2 b A 2 b A 2 b A 2 b A 2 b A 2 b A 2 b A 3 c A 3 c A 3 c A 3 c A 3 c A 3 c A e3 ba d g f i c h 4 i D 7 7 7 7 6 6 8 6 6 6 6 655 5 55 5 6 8 8 8 4 f D 1 EX 1 EX 1 EX 4 j C 4 e C j 4 h D 5 4 i D 8 PROJECT MANAGER PROJECT NUMBER 0 1" 2" SCALE FILENAME CIVIL STRUCTURAL ARCHITECTURAL PROCESS MECHANICAL ELECTRICAL INSTRUMENTATION ISSUE DATE DESCRIPTION 1 2 3 4 5 6 7 8 D C B A SHEET N. KUTIL T . HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST Bozeman, Montana 2019 ELECTRICAL City of Bozeman RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWINGS 3/8" = 1'-0" R: \ d 1 1 1 7 7 2 7 \ 1 0 1 5 6 4 2 3 _ 0 0 E . r v t 9/ 2 8 / 2 0 2 1 1 0 : 5 2 : 2 7 A M 01E121 LIFT STATION 10156423 C. REVIS 10156423_00E.RVT Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station LIGHTING AND RECEPTACLE PLAN 3/8" = 1'-0" PLAN 6 XKEYNOTES: 1. PROVIDE NAMEPLATE : EXTERIOR WET-WELL FACING LIGHT OVERRIDE. 2. PROVIDE NAMEPLATE : EXTERIOR CANOPY ELECTRICAL ROOM DOOR LIGHT OVERRIDE. 3. PROVIDE NAMEPLATE : EXTERIOR CANOPY FLOW METER ROOM DOOR LIGHT OVERRIDE. 4. PROVIDE NAMEPLATE : EXTERIOR GENERATOR ROOM ROLL-UP DOOR LIGHT OVERRIDE. 5. PROVIDE NAMEPLATE : EXTERIOR HVAC AREA LIGHTS OVERRIDE. 6. PROVIDE NAMEPLATE : EXTERIOR GENERATOR ROOM PERSONNEL DOOR LIGHT OVERRIDE. 7. PROVIDE NAMEPLATE : EXTERIOR ROADWAY - FACING ELECTRICAL ROOM LIGHT OVERRIDE. 1 7 5 3 4 62 AREA ENVIRONMENTAL DESIGNATION AND CLASSIFICATION SCHEDULE THE FOLLOWING SCHEDULE ESTABLISHES THE "DESIGNATION" FOR EACH AREA, LOCATION AND ROOM OF THIS PROJECT. USE THESE DESIGNATIONS IN CONJUNCTION WITH SPECIFICATIONS TO DETERMINE MATERIAL AND INSTALLATION REQUIREMENTS FOR EACH LOCATION, AREA OR ROOM. LOCATION DESIGNATION NOTE OR EXCEPTIONSCLASSIFICATION UNDERGROUND, UNDERSLAB, OR CONCRETE ENCASED ROOM NO. EXTERIOR SPACES NONHAZARDOUS EXTERIOR SITE UNCLASSIFIED UNCLASSIFIED ELECTRICAL ROOM DRY, INDUSTRIAL UNCLASSIFIED01 02 FLOW METER ROOM WET, INDOORS UNCLASSIFIED 03 GENERATOR ROOM DRY, INDUSTRIAL UNCLASSIFIED HAZARDOUS AND CORROSIVEWET WELL CLASS I DIVISION 1 NEMA 1, GASKETED ENCLOSURE ACCEPTABLE FOR MCC 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: ELECTRICAL AREA DESIGNATION AND CLASSIFICATION SCHEDULE 01E421.dwg NONE 01E421 LINE DESIGNATIONS: CATEGORY 6 ETHERNET CABLE FIBER OPTIC PATCH CABLE FIBER OPTIC TRUNK CABLE, 12-STRANDS HARD-WIRED CONTROL SIGNALS TELEPHONE CABLE CAT 5E FO HW TEL FT/1219-INCH INFORMATION TECHNOLOGY RACK CAT 5E FIBER/COPPER MEDIA CONVERTER F/C 1/ 2 3/ 4 5/ 6 FO CITY OF BOZEMAN WRF DIGESTER CONTROL BUILDING MCP-01 LIFT STATION MAIN CONTROL PANEL DAVIS LANE LIFT STATION PLC CHASIS CA T 5 E MANAGED ETHERNET SWITCH MCC-01 DIGITAL METERING EQUIPMENT CAT 5E FT/24 INPUT / OUTPUT MODULESCP U ABBREVIATIONS: CAT 5E CATEGORY 5E ETHERNET CABLE CPU PROCESSOR MODULE ENBT ETHERNET /IP COMMUNICATION MODULE EN2T ETHERNET /IP COMMUNICATION MODULE FO FIBER OPTIC DROP CABLE FT/24 FIBER OPTIC TRUNK CABLE, 24 STRAND KEYNOTES: 1.FURNISH AND INSTALL NETWORKING HARDWARE IN EXISTING 19-INCH INFORMATION TECHNOLOGY RACK TO ALLOW ETHERNET COMMUNICATIONS TO THE DAVIS LANE LIFT STATION MAIN CONTROL PANEL. COORDINATE CONNECTION REQUIREMENTS WITH OWNER. 2.REFERENCE SPEC 40 63 43 FOR PLC INPUT/OUTPUT USAGE TABLE AND PLC HARDWARE REQUIREMENTS. 3.INDUSTRIAL ETHERNET SWITCH WITH 4 DUPLEX FIBER PORTS PER SPEC 40 97 00. 4.DIN-RAIL MOUNTED MODULAR PATCH PANEL PER SPEC 40 97 00. 5.RACK-MOUNTED FIBER PATCH PANEL PER SPEC 40 97 00. X 1 2 ETHERNET SWITCH (EXISTING) FIBER OPTIC PATCH PANEL 7/ 8 9/ 1 0 11 / 1 2 1/ 2 3/ 4 5/ 6 7/ 8 9/ 1 0 11 / 1 2 FO 1/ 2 3/ 4 5/ 6 FIBER OPTIC PATCH PANEL 7/ 8 9/ 1 0 11 / 1 2 1/ 2 3/ 4 5/ 6 7/ 8 9/ 1 0 11 / 1 2 45 3 INSTRUMENTATION SCADA BLOCK DIAGRAM 00Y601.dwg NONE 00Y601 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / M P-02 P-01P-03 SG-01 INV: 4630.50 DOGHOUSE MH36 RIM: 4636.73 GRAVITY FLOW WET WELL 18"-RS 12"-RS 18"-RS 6"-RS 30-RS SUBMERSIBLE PUMP 1 SUBMERSIBLE PUMP 2 SUBMERSIBLE PUMP 3 (FUTURE) MSH 01 TSH 01 MSH 02 TSH 02 MSH 03 TSH 03 PROGRAMMABLE LOGIC CONTROLLER MAIN CONTROL PANEL // / // / // / // / // / // / // / M MSH 04 TSH 04 P-04 SUBMERSIBLE PUMP 4 (FUTURE) P-05 SUBMERSIBLE PUMP 5 18"-RS M M TYP 18"-RS PUMP 1 MOTOR CURRENT II 01 PUMP 1 SPEED FDBK SI 01 PUMP 1 SPEED CMD SC 01 PUMP 1 RUN CMD YC 01 PUMP 1 RUNNING YI 01A PUMP 1 AUTO YI 01B PUMP 1 FAULT YA 01 PERCENT SPEEDHOA X PERCENT SPEEDHOA PERCENT SPEEDHOA BACKUP CONTROL PANEL (SEE DWGS 00Y607 AND 00Y608) LSHH 01 LSH 04 LSH 03 LSH 02 LSH 01 LSL 04 LSL 03 LSL 02 LSL 01 LSLL 01 PUMP 2 MOTOR CURRENT II 02 PUMP 2 SPEED FDBK SI 02 PUMP 2 SPEED CMD SC 02 PUMP 2 RUN CMD YC 02 PUMP 2 RUNNING YI 02A PUMP 2 AUTO YI 02B PUMP 1 FAULT YA 02 PUMP 5 MOTOR CURRENT II 05 PUMP 5 SPEED FDBK SI 05 PUMP 5 SPEED CMD SC 05 PUMP 5 RUN CMD YC 05 PUMP 5 RUNNING YI 05A PUMP 5 AUTO YI 05B PUMP 5 FAULT YA 05 PLC FAULT YA 00 BYPASS MODE YB 00 HIGH HIGH LEVEL LAHH 00 LOW LOW LEVEL LALL 00 HEADER 1 FLOW FI 01 HEADER 1 PRESSURE PI 01 HEADER 2 FLOW FI 02 HEADER 2 PRESSURE PI 02 WETWELL LEVEL 1 LI 01 WETWELL LEVEL 2 LI 02 LT 01 LT 02 PIT 01 FIT 01 FE 01 FIT 02 FE 02 PIT 02 18"-RS M M M MSH 05 TSH 05 LI 01 LI 02 MCP-01 HS 05A SK 05 VFD 05 HS 02A SK 02 VFD 02 HS 01A SK 01 VFD 01 CP-01VFD-05 VFD-02 VFD-01 M ARV 1 OPEN COMMAND YC 01A ARV 1 OPEN ZIO 01A ARV 1 CLOSED ZIC 01A ARV 2 OPEN COMMAND YC 02A ARV 2 OPEN ZIO 02A ARV 2 CLOSED ZIC 02A M ARV-01 ARV-01 10"-RS10"-RS 18"-RS INSTRUMENTATION SUBMERSIBLE PUMPS P&ID 00Y602.dwg NONE 00Y602 - 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: KEYNOTES: 1.SUBMERSIBLE LEVEL TRANSMITTAL INSTALLED IN STILLING WELL, REFERENCE DETAIL 3/00Y609. 2.MAGNETIC FLOW METER SHALL BE BONDED TO GROUND PER MANUFACTURER INSTRUCTIONS AND DETAIL 4/00Y609. 3.CABLE SUSPENDED FLOAT SWITCHES, REFERENCE DETAIL 5/00Y609. 4.DIAPHRAGM SEAL WITH FLUSHING CONNECTION, REFERENCE DETAIL 7/00Y609. X 3 4 2 2 4 1 1 AUTOMATIC TRANSFER SWITCH (ATS-01) MAIN CONTROL PANEL FAULT YA 10 ON UTILITY POWER YL 10A ON STANDBY POWER YL 10B UTILITY POWER AVAILABLE YL 10C STANDBY POWER AVAILABLE YL 10D STANDBY GENERATOR (GEN-01)GENERATOR CONTROL PANEL DIGITAL POWER METER (MCC-01) SURGE PROTECTION DEVICE (MCC-01) SURGE PROTECTION DEVICE (PNL-01) o o o o o o o o o o PROGRAMMABLE LOGIC CONTROLLER WARNING YA 11B GENERAL ALARM YA 11C BATTERY FAULT YA 11D FUEL LEVEL LOW LAL 11 FUEL TANK LEAK LY 11 RUNNING YN 11 NOT IN AUTO YA 11A POWER MONITORING YA 13C YA 13D HS 15 ON/BYPASS BUILDING INTRUSION BYPASS YS 15 BUILDING INTRUSION YA 15 GENERATOR ROOM ROLL-UP DOOR ATS GENERATOR SPD LOSS OF PROTECTION YA 10 MCC SPD LOSS OF PROTECTION SPD LOSS OF PROTECTION FLOW METER ROOM ELECTRICAL ROOM GENERATOR ROOM ROLL-UP DOOR ATS UTILITY SPD LOSS OF PROTECTION YA 10 MCP-01 JY 12 ON BATTERY YA 14A BATTERY LOW YA 14B UPS ALARM YA 14C CONTROL PANEL UPS SPD LOSS OF PROTECTION YA 16 CONTROL PANEL SURGE PROTECTION DEVICE INPUT 1 FAULT YA 17A CONTROL PANEL POWER SUPPLY REDUNDANCY MODULE INPUT 2 FAULT YA 17B ZSC 15A ZSC 15B ZSC 15D ZSC 15C ZSC 15E ZSC 15FCP-18A CP-18B OVERFILL ALARM PANEL (GENERATOR ROOM) OVERFILL ALARM PANEL (FILL STATION) YA 18 HORN LAHH 18A FLASHER LAHH 18B FLASHER HS 18A ACK HS 18B RESET FUEL TANK OVERFILL LAHH 11 INSTRUMENTATION MISCELLANEOUS SYSTEMS P&ID 00Y603.dwg NONE 00Y603 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: KEYNOTES: 1.DOOR POSITION SWITCHES, REFERENCE SPEC 40 97 00 AND DETAIL 6/00Y609. X 1 1 1 1 36" 1 30" 2 90 " 4 3 X PANEL FRONT NO SCALE INTERIOR BACK PANEL NO SCALE1/ 2 " 14" 6 2 INTERIOR RIGHT SIDE PANEL NO SCALE 78 " 78 " 7 14" INTERIOR LEFT SIDE PANEL NO SCALE 78 " 8 8 8 24" D E P T H PANEL LIGHT FIXTURE UPS FIELD WIRE TERMINAL STRIP, TYP NOTES: KEYNOTES: 1.SINGLE-DOOR, FREE-STANDING, PAINTED STEEL ENCLOSURE, NEMA 12 ENCLOSURE RATING: HOFFMAN BULLETIN A30, OR APPROVED EQUAL. 2.PAINTED STEEL MOUNTING PANEL. 3.PLC HARDWARE PER SPEC 40 63 43. 4.DIN-RAIL MOUNTED UNINTERRUPTIBLE POWER SUPPLY. SEE SPECIFICATION 40 97 00. 5.FIBER OPTIC CABLE PATCH PANEL (WALL-MOUNTED). 6.ETHERNET SWITCHES PER SPECIFICATION 40 97 00. 7.DOOR HANDLE WITH 3-POINT LATCH. 8.DUAL REDUNDANT 24VDC POWER SUPPLIES CONNECTED IN PARALLEL USING REDUNDANCY MODULE. POWER SUPPLIES SIZED FOR 1+1 REDUNDANCY. 9.NAMEPLATE SHALL BE INSCRIBED WITH PANEL TAG NUMBER AND LOCATION. 10.NAMEPLATE. 11.WETWELL LEVEL 1 PANEL METER. 12.WETWELL LEVEL 2 PANEL METER. 13.BUILDING INTRUSION ON/BYPASS, TWO-POSITION SELECTOR SWITCH. 14.GROUND BAR. 15.INSULATED GROUND BAR FOR SIGNAL GROUNDS; BOND TO GROUND BAR. MAIN CONTROL PANEL MCP-01 3"X3" WW 4"X3" WW 3" X 3 " W W TB-1 TB-2 TB-3 1. CONTROL PANEL FABRICATED ACCORDING TO SPEC 40 67 00. 2. CONTROL AUXILIARIES PER SPEC 40 97 00. NOT ALL REQUIRED COMPONENTS ARE SHOWN ON THIS DRAWING. 3. PANEL POWER DISTRIBUTION REQUIREMENTS AS SHOWN ON THE TYPICAL SCHEMATIC ON SHEET 00Y605. 4. PANEL CONTROL WIRING REQUIREMENTS AS SHOWN ON THE TYPICAL SCHEMATICS ON SHEET 00Y606. 5.SECURE ENCLOSURE TO CONCRETE WITH CONCRETE ANCHORS. 6.PROVIDE CONTROL PANEL WITH DOOR ACTIVATED, LED TYPE LIGHT FIXTURE(S). 3" X 3 " W W 3" X 3 " W W 3" X 3 " W W 3" X 3 " W W 3" X 3 " W W 3" X 3 " W W 3" X 3 " W W 2"X2" WW 2" X 2 " W W 2" X 2 " W W 2"X2" WW 2"X2" WW PS SPD 2"X2" WW 2"X2" WW LOUVER WITH REPLACEABLE FILTER EXHAUST FAN WITH LOUVER OR GRILL AND REPLACEABLE FILTER PS PS 11 9 5 FPP 4 UPS 12 13 10 10 2 TB-4 14 15 T-STAT INSTRUMENTATION LIFT STATION MAIN CONTROL PANEL MCP-01 00Y604.dwg NOT TO SCALE 00Y604 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: SURGE SUPPRESSOR CONVENIENCE RECEPTACLE(S) CONTROL PANEL LIGHTING AND ENVIRONMENTAL CONTROL EQUIPMENT POWER FOR 120VAC FIELD MOUNTED SOLENOID VALVES, ELECTRIC ACTUATORS, AND MOTORIZED DAMPERS AS REQUIRED. 24VDC POWER SUPPLY 2 120VAC CONTROL POWER FOR PLC DISCRETE MODULE 3 (TYPICAL) 120VAC 1-PHASE INPUT POWER 8 8 120VAC 1-PHASE INPUT POWER 24VDC CONTROL POWER FOR PLC ANALOG MODULE 1 (TYPICAL) 2 24VDC LOOP POWER 2-WIRE TRANSMITTER (TYPICAL) 6 SPARE(S)5 NETWORK SWITCH POWER SUPPLY REDUNDANCY MODULE 7 24VDC POWER SUPPLY 1 7 7 1.THIS POWER DISTRIBUTION SCHEMATIC IS TYPICAL AND APPLIES TO THE PLANT PLC CONTROL PANELS INCLUDED IN SPECIFICATION 40 67 00. 2.CONTROL AUXILIARIES PER SPECIFICATION 40 97 00. 3.PROVIDE ADDITIONAL GROUND CONNECTIONS AS REQUIRED. 4.BOND ALL TERMINAL BLOCK RAILS TO PANEL GROUND BUS. 5.CIRCUIT BREAKERS AND FUSES SHALL BE SIZED AS REQUIRED FOR PANEL LOADS AND EQUIPMENT REQUIREMENTS. 6.REFERENCE SPECIFICATIONS 40 71 00, 40 72 00, AND 40 73 00. FOR FIELD INSTRUMENT POWER SUPPLY REQUIREMENTS. FIELD INSTRUMENTS SHALL RECEIVE INPUT POWER FROM ASSOCIATED PLC PANEL AS REQUIRED AND AS SHOWN ON THE ELECTRICAL DRAWINGS. 7.PROVIDE PLC MONITORING OF CONTROL POWER, UPS, DC POWER SUPPLIES AND SURGE SUPPRESSOR. REFER TO PLC INPUT/OUTPUT USAGE TABLE (SPECIFICATION 40 63 43, ATTACHMENT B) FOR SPECIFIC PLC I/O POINTS. NOTES: CB-01 CB-02 CB-03 CB-05 L1 N X1 N1 L N G L N G CB-06 CB-07 CB-08 AC-05 AC-04 AC-02CB-04 N H +- DC-01 AC-01 H N DC-04 DC-05 DC-06 DC-07 DC-08 +- +- + - -+ CB-09 1.TYPICAL FOR EACH PLC POWER SUPPLY MODULE. EACH PLC POWER SUPPLY MODULE SHALL BE INDIVIDUALLY FUSED. 2.TYPICAL FOR EACH PLC ANALOG OUTPUT MODULE. POWER FOR EACH PLC ANALOG OUTPUT MODULE SHALL BE INDIVIDUALLY FUSED. 3.TYPICAL FOR EACH 4-WIRE FIELD INSTRUMENT. EACH 4-WIRE FIELD INSTRUMENT SHALL BE INDIVIDUALLY PROTECTED WITH CIRCUIT BREAKER. 4.DIN-RAIL MOUNTED UNINTERRUPTIBLE POWER SUPPLY. SEE SPECIFICATION 40 97 00. 5.PROVIDE AND INSTALL SPARE CIRCUIT BREAKERS, FUSES AND TERMINAL BLOCKS; 20% SPARES (MINIMUM) OR QUANTITY OF 4 FOR EACH USE, WHICHEVER IS GREATER. 6.TYPICAL FOR EACH 2-WIRE FIELD INSTRUMENT. EACH 2-WIRE FIELD INSTRUMENT SHALL BE INDIVIDUALLY FUSED. 7.HIGH AVAILABILITY POWER SUPPLY SYSTEM WITH 1+1 REDUNDANCY AND REDUNDANCY MODULE. 8.TYPICAL FOR EACH PLC DISCRETE INPUT MODULE. CONTROL POWER FOR EACH PLC DISCRETE INPUT MODULE SHALL BE INDIVIDUALLY FUSED. XKEYNOTES: L N G L N G UPS 4 120VAC CONTROL POWER FOR PLC DISCRETE MODULE 2 (TYPICAL) PANEL METERS DC-03 N H AC-06 AC-07 SPARE(S)5 AC-08 SPARE(S)5 PLC POWER SUPPLY MODULE DC-02 AC-03 120VAC CONTROL POWER FOR PLC DISCRETE MODULE 1 (TYPICAL) 8 3 3 FLOWMETER FIT-01 FLOWMETER FIT-02 POWER FOR THERMOSTATICALLY CONTROLLED HEATER IN THE INSTRUMENT AND CONTROL WET WELL ISOLATION ENCLOSURE INSTRUMENTATION PLC CONTROL PANEL TYPICAL POWER DISTRIBUTION SCHEMATIC 00Y605.dwg NONE 00Y605 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: PLC DISCRETE OUTPUT TYPICAL PLC DISCRETE INPUT TYPICAL PLC DISCRETE OUTPUT PLC ANALOG INPUT MODULE TYPICAL PLC ANALOG INPUTS 4-WIRE TRANSMITTER PLC ANALOG OUTPUT MODULE PROCESS CONTROL DEVICE TYPICAL PLC ANALOG OUTPUT TERMINAL BLOCKS 3 TERMINAL BLOCKS 3 TERMINAL BLOCKS3 TYPICAL FIELD CONTACT PLC DISCRETE INPUT MODULE INTERPOSING CONTROL RELAY WITH SNUBBER CHANNEL: TAG NAME: TAG DESCRIPTION: CHANNEL: TAG NAME: TAG DESCRIPTION: CHANNEL: TAG NAME: TAG DESCRIPTION: CHANNEL: TAG NAME: TAG DESCRIPTION: CHANNEL: TAG NAME: TAG DESCRIPTION: MODULE: RACK: SLOT: MODULE: RACK: SLOT: MODULE: RACK: SLOT: MODULE: RACK: SLOT: N L G 120VAC POWER TERMINAL BLOCKS 3 N L 120VAC CONTROL POWER 120VAC CONTROL POWER 24VDC POWER SUPPLY 2 2-WIRE TRANSMITTER 1. PLC CONTROL PANEL WIRING PER SPECIFICATION 40 67 00. 2.REFER TO PLC INPUT/OUTPUT USAGE TABLE (SPECIFICATION 40 63 43 - ATTACHMENT B) FOR SPECIFIC PLC I/O POINTS. 3.INTRINSIC SAFETY RELAYS OR BARRIERS SHALL BE USED AS REQUIRED FOR FIELD INSTRUMENTS OR DEVICES LOCATED IN AREAS CLASSIFIED AS AN EXPLOSION HAZARD. INTRINSIC SAFETY DEVICES SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS. INTRINSICALLY SAFE CIRCUITS SHALL BE INSTALLED AND PHYSICALLY SEPARATED PER THE NEC. FIELD WIRING CONTROL PANEL WIRING NL AC COM IN-0 IN-1 VAC-VDC OUT-0 OUT-1 L N CR CRXX CRXX OUT-0 ANL COM 4-20mA 4-20mA + - IN 1- IN 1+ V OUT RET IN 0- IN 0+ 4-20mA4-20mA - + - + 4-20mA DC-02 +- LINE DESIGNATIONS: NOTES: 4 1.VOLTAGE FOR SOLENOID VALVES, ALARM HORNS, AND BEACONS SHALL BE FROM THE PLC CONTROL PANEL. 2.24VDC SUPPLY IN PANEL, REFER TO SHEET 00Y605. 3.CONTROL PANEL TERMINAL BLOCKS. 4.SINGLE-PHASE, MANUAL SWITCH; SEE DETAIL 1/00Y609. 5.PROVIDE INTERPOSING CONTROL RELAY FOR EACH PLC DISCRETE OUTPUT, INCLUDING SPARES. 4-20mA CRXX 1 5 XKEYNOTES: TWISTED SHIELDED PAIR (TSP) CABLE (TYP) INSTRUMENTATION PLC CONTROL PANEL TYPICAL CONTROL WIRING SCHEMATIC 00Y606.dwg NONE 00Y606 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: W NORMAL MODE W BACKUP MODE PUMP 1 PUMP 2 LEAD-LAG1-LAG2-LAG3 LEAD-LAG1-LAG2-LAG3 OFF-ENABLE CALLED R PUMP 3 LEAD-LAG1-LAG2-LAG3 OFF-ENABLE CALLED R PUMP 5 LEAD-LAG1-LAG2-LAG3 OFF-ENABLE CALLED R OFF-ENABLE CALLED R PUMP 4 LEAD-LAG1-LAG2-LAG3 OFF-ENABLE CALLED R BACKUP CONTROL PANEL CP-01 24" 36 " 2"X2" WW 2"X2" WW 2" X 2 " W W 2" X 2 " W W 2" X 2 " W W 2" X 2 " W W 9 10 3 11 2 8 7 4 5 6 1 1. CONTROL PANEL FABRICATED ACCORDING TO SPEC 40 67 00. 2.CONTROL AUXILIARIES PER SPEC 40 97 00. NOT ALL REQUIRED COMPONENTS ARE SHOWN ON THIS DRAWING. 3.REFERENCE SHEET 00Y608 FOR BACKUP CONTROL DIAGRAM. NOTES: 1.WALL-MOUNTED, PAINTED MILD STEEL ENCLOSURE, NEMA 12 ENCLOSURE RATING: HOFFMAN BULLETIN CW1, OR APPROVED EQUAL. 2.QUARTER-TURN SLOTTED LATCH. 3.PAINTED STEEL MOUNTING PANEL. 4.INSCRIBED NAMEPLATE (TYPICAL). 5.PILOT LIGHT (TYPICAL). 6.PUSHBUTTON (TYPICAL). 7.SELECTOR SWITCH, 4-POSITION (TYPICAL). 8.SELECTOR SWITCH, 2-POSITION (TYPICAL). 9.TERMINAL STRIP (TYPICAL). 10.INTRINSIC SAFE RELAY / ISOLATOR (TYPICAL). 11.CONTROL RELAY (TYPICAL). 12.GROUND BUS. XKEYNOTES: INTERIOR PANEL NO SCALE PANEL FRONT NO SCALE DEPTH: 12" INSTRUMENTATION LIFT STATION PUMP BACKUP CONTROLLER CP-01 00Y607.dwg NOT TO SCALE 00Y607 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: 12 W PUSH-TO-TEST 120V FROM PANELBOARD NORMAL MODE NH CR-BACKUP PB-NORMAL PB-BACKUP CR CR-BACKUP 1 W PUSH-TO-TEST BACKUP MODE CR-HH PLC-FAULT CR-BACKUP 1 CR-BACKUP 1 CR-HIGH 1 CR-LEAD CR-LOW 1 CR CR-LEAD CALL LEAD PUMP CR-HIGH 2 CR-LAG 1 CR-LOW 2 CR CR-LAG 1 CALL LAG 1 PUMP CR-HIGH 3 CR-LAG 2 CR-LOW 3 CR CR-LAG 2 CALL LAG 2 PUMP CR-LEAD LEAD (XOOO) (OOXO) CR-LAG 1 CR-LAG 2 (OXOO) CR CR-PUMP 1 R PUSH-TO-TEST CALL PUMP 1 PUMP 1 CONTINUED UPPER RIGHT NHCONTINUED LOWER LEFT ISR-HIGH HIGH LSHH-01 LSH-01 CR CR-HIGH HIGH ISR-HIGH 1 CR CR-HIGH 1 LSH-02 ISR-HIGH 2 CR CR-HIGH 2 LSH-03 ISR-HIGH 3 CR CR-HIGH 3 NHCONTINUED LOWER LEFT ISR-LOW 2 LSL-02 CR CR-LOW 2 ISR-LOW 3 LSL-03 CR CR-LOW 3 CR-PUMP 1 JOG INPUT AT VFD-01 CR-PUMP 2 JOG INPUT AT VFD-02 CR-PUMP 3 JOG INPUT AT VFD-03 CR-BACKUP 1 PLC INPUT AT MCP-01 DISABLE FOR PLC RUN COMMAND AT VFD-01 CR-BACKUP 1 CR-BACKUP 2 CR-BACKUP 2 DISABLE FOR PLC RUN COMMAND AT VFD-02 DISABLE FOR PLC RUN COMMAND AT VFD-03 CONTINUED UPPER RIGHT CR-HIGH 4 CR-LAG 3 CR-LOW 4 CR CR-LAG 3 CALL LAG 3 PUMP LAG 1 LAG 3 LAG 2 (OOOX) CR-LAG 3 LEAD (XOOO) (OOXO) (OXOO) CR CR-PUMP 2 R PUSH-TO-TEST CALL PUMP 2 PUMP 2 LAG 1 LAG 3 LAG 2 LEAD (XOOO) (OOXO) (OXOO) CR CR-PUMP 3 R PUSH-TO-TEST CALL PUMP 3 PUMP 3 LAG 1 LAG 3 LAG 2 (OOOX) (OOOX) LEAD (XOOO) (OOXO) (OXOO) CR CR-PUMP 5 R PUSH-TO-TEST CALL PUMP 5 LAG 1 LAG 3 LAG 2 (OOOX) ISR-LOW 4 LSL-04 CR CR-LOW 4 CR-PUMP 4 JOG INPUT AT VFD-04 CR-BACKUP 2 DISABLE FOR PLC RUN COMMAND AT VFD-04 PLC INPUT AT MCP-01 CR-HIGH HIGH PLC INPUT AT MCP-01 CR-LOW LOW ISR-LOW LOW LSLL-01 CR CR-LOW LOW INTRINSIC SAFE RELAY/ISOLATOR (TYP) TDR 5 SEC POWER ON TIME DELAY TDR ENABLEOFF (OX) ENABLEOFF (OX) ENABLEOFF (OX) ISR-LOW 1 CR CR-LOW 1 LSL-01 LSH-04 ISR-HIGH 4 CR CR-HIGH 4 LEAD (XOOO) (OOXO) (OXOO) CR CR-PUMP 4 R PUSH-TO-TEST CALL PUMP 4 PUMP 4 LAG 1 LAG 3 LAG 2 (OOOX) ENABLEOFF (OX) PUMP 5 ENABLEOFF (OX) CR-PUMP 5 JOG INPUT AT VFD-05 CR-BACKUP 2 DISABLE FOR PLC RUN COMMAND AT VFD-05 CR CR-BACKUP 2 INSTRUMENTATION PUMP BACKUP CONTROL DIAGRAM 00Y608.dwg NONE 00Y608 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: NOTES: 1.SINGLE-PHASE, MANUAL SWITCH REQUIRED FOR EACH AC POWERED FIELD INSTRUMENT 2.OPERATING HANDLE PAD-LOCKABLE IN OFF POSITION 3.CAST ALUMINUM NEMA 4X, WATERPROOF ENCLOSURE 4.EATON TYPE MS, OR EQUAL 5.NAME PLATE ATTACHED SECURELY. ENGRAVED WITH INSTRUMENT TAG NUMBER AND DESCRIPTION 6.ENCLOSURES AND COMPONENTS TO BE NEMA 7, NEMA 9 RATED WHERE INSTALLED IN HAZARDOUS RATED LOCATIONS. REFERENCE ELECTRICAL PLAN SHEETS FOR AREA RATINGS. NOTE 5 ON CONDUIT TO INSTRUMENT TO 120VAC POWER SOURCE OUTER JACKET SHIELD OUTER JACKET SHIELDSHRINK TUBING (GREEN) SHIELD COVER THIS PORTION WITH SHRINK TUBING (BLACK) COVER THIS PORTION WITH SHRINK TUBING (BLACK) GROUND RING BOND TO METER BODY WITH #10 STRANDED COPPER WIRE (2) GROUNDING RINGS MAGMETER FLOW SENSOR BONDING STUD ON BODY PIPE LINE GROUND WIRE, NOTE 1 GROUND CONNECTION, NOTE 2 TRANSMITTER; MAY BE REMOTELY MOUNTED, SEE SPECIFICATIONS NOTES: 1.NO. 10 AWG INSULTATED IF LENGTH IS LESS THAN 6'. IF MORE THAN 6', INSTALL CONDUCTOR IN 3 4" CONDUIT. 2.BOND MAGMETER TO ONE OF THE FOLLOWING ACCEPTABLE GROUNDS: A.POWER CIRCUIT GROUND CONDUCTOR AT TRANSMITTER. B.NEAREST AVAILABLE EQUIPMENT GROUND CONNECTION POINT. C.SEPARATE TAIL FROM EMBEDDED GROUND MAT. WALL 4" OCTAGON BOX ON SECURE SIDE OF DOOR CEILING ARMOR CABLE DOOR FRAME PERSONNEL DOOR SWITCH, SURFACE MOUNTED. REFERENCE SPECIFICATION 40 97 00. MAGNET DOOR UNSECURE SIDE WET WELL WALL FLOAT SWITCH, TYP STAINLESS STEEL CABLE SUPPORT BRACKET1/8" STAINLESS STEEL CABLE PLASTIC COATED ANCHOR WITH INTEGRAL STAINLESS STEEL CONNECTING RING ADJUSTABLE CABLE MOUNTING CLIPS TO STAINLESS STEEL JUNCTION BOX NOTES: 1.LEVEL FLOATS TO BE MOUNTED WITHIN 18" TO ONE SIDE OF ACCESS OPENING. 2.WHEN FLOATS ARE SET CLOSER THEN 18" OF LEVEL DIFFERENCE, ROTATE FLOATS AROUND PIPE TO AVOID INTERFERENCE. SINGLE PHASE CONTROL DISCONNECT NO SCALE SHIELDED CONTROL CABLE TERMINATION DRESSING NO SCALE MAGNETIC FLOW METER GROUNDING RING BONDING NO SCALE CABLE SUSPENDED FLOAT SWITCH INSTALLATION NO SCALE SURFACE MOUNTED DOOR POSITION SWITCH NO SCALE HATCH OPENING SST CABLE HOOKS CONDUIT AND CABLE TO WETWELL ISOLATION PEDESTAL KELLEM CABLE SUPPORT GRIP 4" SCH 80 PVC PIPE WITH 34" HOLES DRILLED AT LEAST EVERY 3-INCHES OFFSET PIPE SUPPORT. 6'-0" MAX DISTANCE BETWEEN SUPPORTS AS NECESSARY END CAP WITH AT LEAST FOUR 3/8" HOLES SUBMERSIBLE LEVEL TRANSMITTER WRAP PIPE WITH 14"X3" NEOPRENE SHEET (TYPICAL) 6" SUBMERSIBLE LEVEL TRANSMITTER NO SCALE 1 - NOTES: 1.FOR STL, GSP, AND PVC 2 1/2" AND SMALLER, USE A BUSHING IN A TEE. 2.FOR DI AND FRP ALL SIZES, USE PIPE SADDLE W/ BUSHING. 3.FOR STL, AND SST PIPES 3" AND LARGER, AND PRESSURE VESSELS, USE THREAD-O-LET, OR EQUAL AS SHOWN. PROCESS PIPE SEE NOTES 1, 2, & 3 1" BALL VALVE 1" NIPPLE DIAPHRAGM SEAL NPT FEMALE CONNECTION FOR PRESSURE SENSOR 2 - 3 - 4 - 5 - 6 - DIAPHRAGM SEAL DETAIL - SINGLE DEVICE NO SCALE 7 - INSTRUMENTATION DETAILS 00Y609.dwg NONE 00Y609 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BEST RECORD DRAWING SEPTEMBER 2021 PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED IN ADDENDA AND CHANGE ORDERS AND OTHER INFORMATION PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEEN SUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS. RECORD DRAWING: E L E C T R I C J U N C T I O N B O X EXISTING STORM DRAIN MANHOLEEXISTING CATCH BASIN S I G N P O W E R P O L E EXISTING WATER VALVEEXISTING FIRE HYDRANT B O L L A R D B U S H EXISTING CURB STOPFIRE DEPT. CONNECTION F I B E R O P T I C P E D E S T A L G A S M E T E R G A S M A N H O L E G A S V A L V E G U Y W I R E I R R I G A T I O N V A L V E I R R I G A T I O N V A L V E B O X L I G H T P O L E P O W E R M E T E R P O W E R M A N H O L E E L E C T R I C P E D E S T A L ROOF DRAIN S I G N A L P O L E EXISTING SANITARY SEWER MANHOLESANITARY SEWER CLEAN OUTTELEPHONE BOX T E L E P H O N E M A N H O L E T E L E P H O N E P E D E S T A L T R A N S F O R M E R C O N I F E R O U S T R E E D E C I D U O U S T R E E C O M M U N I C A T I O N S M A N H O L E C O M M U N I C A T I O N S P E D E S T A L WELL YARD HYDRANT DEMO AREAEXISTING WATER REDUCER G A S W E L L F O U N D C O R N E R M O N U M E N T A S N O T E D S E T C O R N E R M O N U M E N T , R E B A R W I T H C A P B E N C H M A R K S E C T I O N Q U A R T E R C O R N E R S E C T I O N C O R N E R LINETYPES A B B R E V I A T I O N S S Y M B O L S PROPOSED CATCH BASIN PROPOSED WATER REDUCERPROPOSED WATER VALVEPROPOSED FIRE HYDRANTPROPOSED CURB STOP PROPOSED SANITARY SEWER MANHOLEPROPOSED STORM DRAIN MANHOLE K E Y N O T E C A L L O U T ( S E E K E Y N O T E L E G E N D ) RECORD DRAWING - 09/29/21 E X I S T I N G M O N U M E N T B O X P R O P O S E D M O N U M E N T B O X N O T E : - E X I S T I N G U N D E R G R O U N D I N S T A L L A T I O N S & P R I V A T E U T I L I T I E S S H O W N A R E I N D I C A T E D A C C O R D I N G T O T H E B E S T I N F O R M A T I O N A V A I L A B L E T O T H E E N G I N E E R . T H E E N G I N E E R D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F S U C H I N F O R M A T I O N . S E R V I C E L I N E S ( W A T E R , P O W E R , G A S , S T O R M , S E W E R , T E L E P H O N E & T E L E V I S I O N ) M A Y N O T B E S T R A I G H T L I N E S O R A S I N D I C A T E D O N T H E P L A N S . S T A T E L A W R E Q U I R E S C O N T R A C T O R T O C A L L A L L U T I L I T Y C O M P A N I E S B E F O R E E X C A V A T I O N F O R E X A C T L O C A T I O N S . - A L L I M P R O V E M E N T S S H A L L B E P E R F O R M E D I N A C C O R D A N C E W I T H M O N T A N A P U B L I C W O R K S S T A N D A R D S P E C I F I C A T I O N S 6 T H E D I T I O N , A P R I L , 2 0 1 0 , A N D T H E C I T Y O F B O Z E M A N S T A N D A R D M O D I F I C A T I O N S , D A T E D M A R C H 3 1 , 2 0 1 1 , W I T H A D D E N D U M S . - U N L E S S O T H E R W I S E S P E C I F I E D , A L L C O N S T R U C T I O N L A Y O U T A N D S T A K I N G S H A L L B E P E R F O R M E D U N D E R T H E R E S P O N S I B L E C H A R G E O F A L A N D S U R V E Y O R L I C E N S E D I N T H E S T A T E W H E R E T H E P R O J E C T I S L O C A T E D A N D B Y A P A R T Y C H I E F O R E N G I N E E R I N G T E C H N I C I A N E X P E R I E N C E D I N C O N S T R U C T I O N L A Y O U T A N D S T A K I N G T E C H N I Q U E S A S A R E R E Q U I R E D B Y T H E S P E C I F I C T Y P E O F W O R K B E I N G P E R F O R M E D . - N O T A L L E X I S T I N G I M P R O V E M E N T S W I T H I N T H E R I G H T - O F - W A Y , E A S E M E N T S , A N D A L O N G T H E P R O J E C T C O R R I D O R W E R E S U R V E Y E D O R A R E S H O W N O N T H E P L A N S . F O R E X A M P L E , E X I S T I N G S I D E W A L K , D O U B L E G U T T E R , R A M P S , L I G H T P O L E S , T R E E S , A N D O T H E R I M P R O V E M E N T S B E H I N D T H E B A C K O F C U R B O R A L O N G T H E S I D E S T R E E T S W E R E N O T S U R V E Y E D O R S H O W N I N A L L A R E A S . T H E C O N T R A C T O R I S R E S P O N S I B L E F O R V E R I F Y I N G E X I S T I N G I M P R O V E M E N T S A N D P R O T E C T I N G O R R E P L A C I N G A N Y E X I S T I N G I M P R O V E M E N T S T H A T A R E D A M A G E D D U R I N G C O N S T R U C T I O N . FIBER OPTICGAS PIPELINEOIL PIPELINEUNDERGROUND POWER SANITARY SEWERSTORM DRAINTELEPHONETELEVISION/CABLE WATERCONTOUROVERHEAD POWER FENCE - VINYL FENCE - BARBWIREFENCE - WOOD CURB AND GUTTEREDGE OF ASPHALTEDGE OF GRAVELFENCE - CHAINLINK/WOVEN WIRE EXISTING FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 2 . 1 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER LEGEND AND ABBREVIATIONS 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_LEGEND_PROD.DWG - ( B H - 1 ) B O R E H O L E ( P H - 1 ) U T I L I T Y P O T H O L E M O N I T O R I N G W E L L W T R S V S = W A T E R S E R V I C E S D I = S T O R M D R A I N I N L E T F L = F I N I S H E D G R A D E A T F L O W L I N E G R = F I N I S H E D G R A D E A T G R O U N D E X = E X I S T I N G ( T Y P . ) = T Y P I C A L R T = R I G H T S S = S A N I T A R Y S E W E R B H - 1 = B O R E H O L E L O C A T I O N S D = S T O R M D R A I N G V = G A T E V A L V E B F V = B U T T E R F L Y V A L V E R E D = R E D U C E R I R R I G = I R R I G A T I O N F T = F E E T S S M H = S A N I T A R Y S E W E R M A N H O L E C S = C U R B S T O P W M = W A T E R M A I N H Y D = F I R E H Y D R A N T T . O . W . = T O P O F W A T E R M A I N E L E V A T I O N C I = C A S T I R O N P I P E C U = C O P P E R P I P E D I = D U C T I L E I R O N P I P E P V C = P O L Y V I N Y L C H L O R I D E P I P E C L = C E N T E R L I N E E L E V = E L E V A T I O N I N V = I N V E R T X - I N G = C R O S S I N G U P = E X U N D E R G R O U N D P O W E R T E M P = T E M P O R A R Y T . O . S . = T O P O F S E W E R M A I N E L E V A T I O N I R R I G A T I O N H E A D 4" DOUBLE WHITECENTERLINE STRIPE E L E C T R I C A L C O N D U I T R I S E R G A S S E R V I C E R I S E R M H = M A N H O L E L T = L E F T L F = L I N E A L F O O T P H - 1 = P O T H O L E L O C A T I O N DELINEATEDWETLAND AREA F U T = F U T U R E P L = P L A S T I C T E L E = T E L E P H O N E I F T = I N T E R N A T I O N A L F E E T U S - S F = U S S U R V E Y F O O T WL R O W = R I G H T O F W A Y E S M T = E A S E M E N T PROPOSED R S = R A W S E W A G E F E T = F L A R E D E N D T R E A T M E N T H H = H A N D H O L E F O R F I B E R O P T I C C O N D U I T RAILROAD RAW SEWAGE FORCE MAIN S S S V S = S A N I T A R Y S E W E R S E R V I C E PLANP R O F I L E PLANPROFILEEDGE OF EX TREE LINEP:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_LEGEND_PROD.dwg, C2.1, 9/30/2021 9:08:19 AM, bbates, 1:1 CP#2CP#8 C P # 4 C P # 5 CP#3 P R O J E C T S U R V E Y C O N T R O L ( L D P ) Poi n t # 2 3 4 5 8 N o r t h i n g ( I F T ) 1 2 7 6 9 3 . 9 9 1 2 9 3 4 3 . 1 3 1 3 0 2 2 4 . 8 9 1 3 0 2 1 2 . 7 5 1 2 7 6 2 3 . 1 8 E a s t i n g ( I F T ) 3 6 6 9 0 4 . 3 2 3 6 6 9 4 5 . 7 6 3 6 8 4 4 4 . 2 6 3 7 0 8 4 6 . 1 4 3 6 6 5 9 6 . 0 8 E l e v a t i o n ( U S - S F ) 4 7 1 1 . 0 7 4 6 9 7 . 9 2 4 6 9 2 . 4 5 4 6 9 7 . 6 9 4 7 1 8 . 1 7 D e s c r i p t i o n C P / 2 " A C R S S C N T L M L O N C P / 2 " A C R S S C N T L M L O N C P / 2 " A C R S S C N T L M O N C P / 2 " A C R S S C N T L M O N C P / 2 " A C R S S C N T L M O N NORTH RECORD DRAWING - 09/29/21 2000200400HORIZONTAL SCALE: 1" = 400' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 3 . 1 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER OVERALL SITE PLAN - SOUTHWEST 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_SW_OVERALL_PROD.DWG - T H I S P R O J E C T W A S S U R V E Y E D U S I N G T H E B O B C A T C O O R D I N A T E S Y S T E M , A L A M B E R T C O N F O R M A L C O N I C S I N G L E P A R A L L E L P R O J E C T I O N W I T H W I T H T H E F O L L O W I N G P A R A M E T E R S : D A T U M N A D 1 9 8 3 ( G E O I D 1 2 A ) S T A N D A R D P A R A L L E L A N D G R I D O R I G I N 4 6 ° 1 5 ' 0 0 " N C E N T R A L M E R I D I A N 1 1 1 ° 1 5 ' 0 0 " W F A L S E N O R T H I N G 3 2 8 , 0 8 3 . 9 8 9 5 F E E T F A L S E E A S T I N G 3 2 8 , 0 8 3 . 9 8 9 5 F E E T U N I T S I N T E R N A T I O N A L F E E T ( I F T ) P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_SW_OVERALL_PROD.dwg, C3.1, 9/30/2021 9:43:19 AM, bbates, 1:1 CP#5CP# 6 C P # 7 P R O J E C T S U R V E Y C O N T R O L ( L D P ) P o i n t # 5 6 7 N o r t h i n g ( I F T ) 1 3 0 2 1 2 . 7 5 1 3 2 8 8 4 . 2 1 1 3 5 4 9 2 . 6 3 E a s t i n g ( I F T ) 3 7 0 8 4 6 . 1 4 3 7 0 9 0 2 . 3 1 3 7 0 9 0 0 . 9 2 E l e v a t i o n ( U S - S F ) 4 6 9 7 . 6 9 4 6 6 3 . 8 7 4 6 3 1 . 3 4 D e s c r i p t i o n C P / 2 " A C R S S C N T L M O N C P / 2 " A C R S S C N T L M O N C P / 2 " A C R S S C N T L M O N NORTH RECORD DRAWING - 09/29/21 2500250500HORIZONTAL SCALE: 1" = 500' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 3 . 2 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER OVERALL SITE PLAN - DAVIS LANE 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_DAVIS_OVERALL_PROD.DWG - T H I S P R O J E C T W A S S U R V E Y E D U S I N G T H E B O B C A T C O O R D I N A T E S Y S T E M , A L A M B E R T C O N F O R M A L C O N I C S I N G L E P A R A L L E L P R O J E C T I O N W I T H W I T H T H E F O L L O W I N G P A R A M E T E R S : D A T U M N A D 1 9 8 3 ( G E O I D 1 2 A ) S T A N D A R D P A R A L L E L A N D G R I D O R I G I N 4 6 ° 1 5 ' 0 0 " N C E N T R A L M E R I D I A N 1 1 1 ° 1 5 ' 0 0 " W F A L S E N O R T H I N G 3 2 8 , 0 8 3 . 9 8 9 5 F E E T F A L S E E A S T I N G 3 2 8 , 0 8 3 . 9 8 9 5 F E E T U N I T S I N T E R N A T I O N A L F E E T ( I F T ) P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_DAVIS_OVERALL_PROD.dwg, C3.2, 9/30/2021 9:50:42 AM, bbates, 1:1 N O R T H RECORD DRAWING - 09/29/21 2 0 0 0 2 0 0 4 0 0 H O R I Z O N T A L S C A L E : 1 " = 4 0 0 ' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 3 . 3 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER OVERALL SITE PLAN - NORTH 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_NORTH_OVERALL_PROD.DWG - THIS PROJECT WAS SURVEYED USING THE BO B C A T C O O R D I N A T E SYSTEM, A LAMBERT CONFORMAL CONIC SING L E P A R A L L E L PROJECTION WITH WITH THE FOLLOWING PA R A M E T E R S : DATUMN A D 1 9 8 3 ( G E O I D 1 2 A ) STANDARD PARALLEL AND GRID ORIGIN4 6 ° 1 5 ' 0 0 " N CENTRAL MERIDIAN 1 1 1 ° 1 5 ' 0 0 " W FALSE NORTHING3 2 8 , 0 8 3 . 9 8 9 5 F E E T FALSE EASTING3 2 8 , 0 8 3 . 9 8 9 5 F E E T UNITSI N T E R N A T I O N A L F E E T (IFT)P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_NORTH_OVERALL_PROD.dwg, C3.3, 9/30/2021 9:10:52 AM, bbates, 1:1 W L W L W L W L N O R T H RECORD DRAWING - 09/29/21 2 5 0 2 5 5 0 V E R T I C A L S C A L E : 1 " = 1 0 ' H O R I Z O N T A L S C A L E : 1 " = 5 0 ' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 0 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER SS PLAN AND PROFILE ARABIAN AVENUE STA. 0+00 TO 5+00 19012 -- - - - - - BAXTER RE-DESIGN - - - - - 09/04/20 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_A_NORTON_PROD.DWG - 2502550VERTICAL SCALE: 1"=10'HORIZONTAL SCALE: 1" = 50'NORTHP:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_A_NORTON_PROD.dwg, C4.0, 10/5/2021 9:01:39 AM, bbates, 1:1 W L WL W L NORTH RECORD DRAWING - 09/29/21 2502550VERTICAL SCALE: 1"=10'HORIZONTAL SCALE: 1"=50' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 1 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER SS PLAN AND PROFILE ARABIAN AVENUE STA. 5+00 TO 11+00 19012 -- - - - - - BAXTER RE-DESIGN - - - - - 09/04/20 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_A_NORTON_PROD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_A_NORTON_PROD.dwg, C4.1, 10/5/2021 9:02:25 AM, bbates, 1:1 RECORD DRAWING - 09/29/21 FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 2 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER SS PLAN AND PROFILE ARABIAN AVENUE STA. 11+00 TO 17+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_A_NORTON_PROD.DWG - NORTH 2502550VERTICAL SCALE: 1"=10'HORIZONTAL SCALE: 1"=50'P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_A_NORTON_PROD.dwg, C4.2, 10/5/2021 9:02:58 AM, bbates, 1:1 RECORD DRAWING - 09/29/21 FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 3 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER SS PLAN AND PROFILE ARABIAN AVENUE STA. 17+00 TO 20+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_A_NORTON_PROD.DWG - N O R T H 2 5 0 2 5 5 0 V E R T I C A L S C A L E : 1 " = 1 0 ' H O R I Z O N T A L S C A L E : 1 " = 5 0 ' P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_A_NORTON_PROD.dwg, C4.3, 10/5/2021 9:03:26 AM, bbates, 1:1 W L W L NORTH RECORD DRAWING - 09/29/21 250 2 5 5 0 VERTICAL S C A L E : 1 " = 1 0 ' HORIZONTAL S C A L E : 1 " = 5 0 ' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 4 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER SS PLAN AND PROFILE NORTON EAST RANCH STA. 18+00 TO 24+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_A_NORTON_PROD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_A_NORTON_PROD.dwg, C4.4, 10/5/2021 9:03:54 AM, bbates, 1:1 N O R T H RECORD DRAWING - 09/29/21 25 0 2 5 5 0 V E R T I C A L S C A L E : 1 " = 1 0 ' H O R I Z O N T A L S C A L E : 1 " = 5 0 ' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 5 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER SS PLAN AND PROFILE NORTON EAST RANCH STA. 24+00 TO 29+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_A_NORTON_PROD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_A_NORTON_PROD.dwg, C4.5, 10/5/2021 9:04:22 AM, bbates, 1:1 N O R T H RECORD DRAWING - 09/29/21 2 5 0 2 5 5 0 V E R T I C A L S C A L E : 1 " = 1 0 ' H O R I Z O N T A L S C A L E : 1 " = 5 0 ' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 6 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER SS PLAN AND PROFILE NORTON EAST RANCH STA. 29+00 TO 35+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_A_NORTON_PROD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_A_NORTON_PROD.dwg, C4.6, 10/5/2021 9:04:50 AM, bbates, 1:1 N O R T H RECORD DRAWING - 09/29/21 250 2 5 5 0 VERTIC A L S C A L E : 1 " = 1 0 ' HORIZON T A L S C A L E : 1 " = 5 0 ' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 7 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER SS PLAN AND PROFILE NORTON EAST RANCH STA. 35+00 TO 41+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_B_NORTON_PROD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_B_NORTON_PROD.dwg, C4.7, 10/5/2021 9:05:56 AM, bbates, 1:1 NORTH RECORD DRAWING - 09/29/21 25025 5 0 VERTICAL SCALE: 1"=10'HORIZONTAL SCALE: 1" = 50 ' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 8 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER SS PLAN AND PROFILE NORTON EAST RANCH STA. 41+00 TO 47+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_B_NORTON_PROD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_B_NORTON_PROD.dwg, C4.8, 10/5/2021 9:06:25 AM, bbates, 1:1 WL W L W L NORTH RECORD DRAWING - 09/29/21 2502550VERTICAL SCALE: 1"=10'HORIZONTAL SCALE: 1" = 50' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 9 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER SS PLAN AND PROFILE CATTAIL STREET STA. 47+00 TO 53+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_B_NORTON_PROD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_B_NORTON_PROD.dwg, C4.9, 10/5/2021 9:06:53 AM, bbates, 1:1 WL W L W L NORTH RECORD DRAWING - 09/29/21 2502550VERTICAL SCALE: 1"=10'HORIZONTAL SCALE: 1" = 50' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 1 0 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER SS PLAN AND PROFILE CATTAIL STREET STA. 53+00 TO 59+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_B_NORTON_PROD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_B_NORTON_PROD.dwg, C4.10, 10/5/2021 9:07:22 AM, bbates, 1:1 WLWL W L N O R T H RECORD DRAWING - 09/29/21 250 2 5 5 0 VERTIC A L S C A L E : 1 " = 1 0 ' HORIZON T A L S C A L E : 1 " = 5 0 ' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 1 1 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER SS PLAN AND PROFILE CATTAIL STREET STA. 59+00 TO 65+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_B_NORTON_PROD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_B_NORTON_PROD.dwg, C4.11, 10/5/2021 9:07:50 AM, bbates, 1:1 NORTH RECORD DRAWING - 09/29/21 2502550VERTICAL SCALE: 1"=10'HORIZONTAL SCALE: 1" = 50' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 1 2 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER SS PLAN AND PROFILE CATTAIL STREET STA. 65+00 TO 68+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_B_NORTON_PROD.DWG - NEW SANITARY SEWER PLAN AND PROFILE N E W S T O R M D R A I N P L A N A N D P R O F I L E P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_B_NORTON_PROD.dwg, C4.12, 10/5/2021 9:08:18 AM, bbates, 1:1 WLW L W L N O R T H RECORD DRAWING - 09/29/21 25 0 2 5 5 0 V E R T I C A L S C A L E : 1 " = 1 0 ' H O R I Z O N T A L S C A L E : 1 " = 5 0 ' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 1 3 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER SS PLAN AND PROFILE DAVIS LANE STA. 68+00 TO 74+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_C_NORTON_PROD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_C_NORTON_PROD.dwg, C4.13, 10/5/2021 9:09:33 AM, bbates, 1:1 WL W L W L W L NORT H RECORD DRAWING - 09/29/21 250 2 5 5 0 VERTICAL SCAL E : 1 " = 1 0 ' HORIZONTAL SCA L E : 1 " = 5 0 ' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 1 4 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER SS PLAN AND PROFILE DAVIS LANE STA. 74+00 TO 80+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_C_NORTON_PROD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_C_NORTON_PROD.dwg, C4.14, 10/5/2021 9:10:03 AM, bbates, 1:1 WL W L N O R T H RECORD DRAWING - 09/29/21 2 5 0 2 5 5 0 V E R T I C A L S C A L E : 1 " = 1 0 ' H O R I Z O N T A L S C A L E : 1 " = 5 0 ' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 1 5 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER SS PLAN AND PROFILE DAVIS LANE STA. 80+00 TO 86+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_C_NORTON_PROD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_C_NORTON_PROD.dwg, C4.15, 10/5/2021 9:10:33 AM, bbates, 1:1 WL WL N O R T H RECORD DRAWING - 09/29/21 2 5 0 2 5 5 0 V E R T I C A L S C A L E : 1 " = 1 0 ' H O R I Z O N T A L S C A L E : 1 " = 5 0 ' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 1 6 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER SS PLAN AND PROFILE DAVIS LANE STA. 86+00 TO 92+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_C_NORTON_PROD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_C_NORTON_PROD.dwg, C4.16, 10/5/2021 9:11:03 AM, bbates, 1:1 N O R T H RECORD DRAWING - 09/29/21 2 5 0 2 5 5 0 V E R T I C A L S C A L E : 1 " = 1 0 ' H O R I Z O N T A L S C A L E : 1 " = 5 0 ' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 1 7 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER SS PLAN AND PROFILE DAVIS LANE STA. 92+00 TO 98+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_C_NORTON_PROD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_C_NORTON_PROD.dwg, C4.17, 10/5/2021 9:11:33 AM, bbates, 1:1 NORTH RECORD DRAWING - 09/29/21 25025 5 0 VERTICAL SCALE: 1"=10'HORIZONTAL SCALE: 1" = 50' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 1 8 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER SS PLAN AND PROFILE DAVIS LANE STA. 98+00 TO 104+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_C_NORTON_PROD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_C_NORTON_PROD.dwg, C4.18, 10/5/2021 9:12:02 AM, bbates, 1:1 N O R T H RECORD DRAWING - 09/29/21 2 5 0 2 5 5 0 V E R T I C A L S C A L E : 1 " = 1 0 ' H O R I Z O N T A L S C A L E : 1 " = 5 0 ' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 1 9 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER SS PLAN AND PROFILE DAVIS LANE STA. 104+00 TO 110+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_D_NORTON_PROD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_D_NORTON_PROD.dwg, C4.19, 10/5/2021 9:13:14 AM, bbates, 1:1 NORTH RECORD DRAWING - 09/29/21 2502550VERTICAL SCALE: 1"=10'HORIZONTAL SCALE: 1" = 50' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 2 0 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER SS PLAN AND PROFILE DAVIS LANE STA. 110+00 TO 116+00 19012 -- - - - - - MH30 AND WATER SHIFT - - - - - 7/24/20 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_D_NORTON_PROD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_D_NORTON_PROD.dwg, C4.20, 10/5/2021 9:13:45 AM, bbates, 1:1 N O R T H RECORD DRAWING - 09/29/21 2 5 0 2 5 5 0 V E R T I C A L S C A L E : 1 " = 1 0 ' H O R I Z O N T A L S C A L E : 1 " = 5 0 ' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 2 1 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER SS PLAN AND PROFILE DAVIS LANE STA. 116+00 TO 122+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_D_NORTON_PROD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_D_NORTON_PROD.dwg, C4.21, 10/5/2021 9:14:17 AM, bbates, 1:1 WL W L W L N O R T H RECORD DRAWING - 09/29/21 25 0 2 5 5 0 VERT I C A L S C A L E : 1 " = 1 0 ' HORIZ O N T A L S C A L E : 1 " = 5 0 ' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 2 2 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER SS PLAN AND PROFILE DAVIS LANE STA. 122+00 TO 128+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_D_NORTON_PROD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_D_NORTON_PROD.dwg, C4.22, 10/5/2021 9:14:48 AM, bbates, 1:1 W L W L W L N O R T H RECORD DRAWING - 09/29/21 2 5 0 2 5 5 0 V E R T I C A L S C A L E : 1 " = 1 0 ' H O R I Z O N T A L S C A L E : 1 " = 5 0 ' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 2 3 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER SS PLAN AND PROFILE DAVIS LANE STA. 128+00 TO 131+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_D_NORTON_PROD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_D_NORTON_PROD.dwg, C4.23, 10/5/2021 9:15:19 AM, bbates, 1:1 NORTH RECORD DRAWING - 09/29/21 2502550VERTICAL SCALE: 1"=10'HORIZONTAL SCALE: 1" = 50' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 2 4 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER WM PLAN AND PROFILE DAVIS LANE STA. 109+00 TO 115+00 19012 -- - - - - - MH30 AND WATER SHIFT - - - - - 07/24/20 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_DAVIS WATER_PROD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_DAVIS WATER_PROD.dwg, C4.24, 10/5/2021 9:16:27 AM, bbates, 1:1 NORTH RECORD DRAWING - 09/29/21 2502550VERTICAL SCALE: 1"=10'HORIZONTAL SCALE: 1" = 50' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 2 5 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER WM PLAN AND PROFILE DAVIS LANE STA. 115+00 TO 121+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_DAVIS WATER_PROD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_DAVIS WATER_PROD.dwg, C4.25, 10/5/2021 9:16:56 AM, bbates, 1:1 W L W L N O R T H RECORD DRAWING - 09/29/21 250 2 5 5 0 VERTI C A L S C A L E : 1 " = 1 0 ' HORIZO N T A L S C A L E : 1 " = 5 0 ' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 2 6 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER WM PLAN AND PROFILE DAVIS LANE STA. 121+00 TO 127+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_DAVIS WATER_PROD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_DAVIS WATER_PROD.dwg, C4.26, 10/5/2021 9:17:24 AM, bbates, 1:1 WL W L N O R T H RECORD DRAWING - 09/29/21 2 5 0 2 5 5 0 V E R T I C A L S C A L E : 1 " = 1 0 ' H O R I Z O N T A L S C A L E : 1 " = 5 0 ' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 2 7 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER WM PLAN AND PROFILE DAVIS LANE STA. 127+00 TO 131+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_DAVIS WATER_PROD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_DAVIS WATER_PROD.dwg, C4.27, 10/5/2021 9:17:53 AM, bbates, 1:1 N O R T H 3 0 0 3 0 6 0 V E R T I C A L S C A L E : 1 " = 1 0 ' H O R I Z O N T A L S C A L E : 1 " = 6 0 ' RECORD DRAWING - 09/29/21 FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 2 8 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER SS & WM PLAN AND PROFILE I-90 X-ING STA. 0+00 TO 7+00 19012 -- - - - - - ADDENDUM 3 - - - - - 4/10/20 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_BORE_PROD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_BORE_PROD.dwg, C4.28, 10/5/2021 9:18:57 AM, bbates, 1:1 N O R T H 3 0 0 3 0 6 0 V E R T I C A L S C A L E : 1 " = 1 0 ' H O R I Z O N T A L S C A L E : 1 " = 6 0 ' RECORD DRAWING - 09/29/21 FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 2 9 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER WM NORTH PLAN AND PROFILE 7+00 TO 9+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_BORE_PROD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_BORE_PROD.dwg, C4.29, 10/5/2021 9:19:22 AM, bbates, 1:1 N O R T H RECORD DRAWING - 09/29/21 250 2 5 5 0 VERTICA L S C A L E : 1 " = 1 0 ' HORIZONT A L S C A L E : 1 " = 5 0 ' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 3 0 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER RS PLAN AND PROFILE I-90 FRONTAGE ROAD STA. -2+10 TO 5+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_A_N FRONTAGE RD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_A_N FRONTAGE RD.dwg, C4.30, 10/5/2021 9:20:29 AM, bbates, 1:1 N O R T H RECORD DRAWING - 09/29/21 2 5 0 2 5 5 0 V E R T I C A L S C A L E : 1 " = 1 0 ' H O R I Z O N T A L S C A L E : 1 " = 5 0 ' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 3 1 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER RS PLAN AND PROFILE I-90 FRONTAGE ROAD STA. 5+00 TO 12+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_A_N FRONTAGE RD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_A_N FRONTAGE RD.dwg, C4.31, 10/5/2021 9:20:57 AM, bbates, 1:1 N O R T H RECORD DRAWING - 09/29/21 2 5 0 2 5 5 0 V E R T I C A L S C A L E : 1 " = 1 0 ' H O R I Z O N T A L S C A L E : 1 " = 5 0 ' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 3 2 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER RS PLAN AND PROFILE I-90 FRONTAGE ROAD STA. 11+50 TO 18+50 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_A_N FRONTAGE RD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_A_N FRONTAGE RD.dwg, C4.32, 10/5/2021 9:21:24 AM, bbates, 1:1 NORTH RECORD DRAWING - 09/29/21 2502550VERTICAL SCALE: 1"=10'HORIZONTAL SCALE: 1" = 50' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 3 3 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER RS PLAN AND PROFILE I-90 FRONTAGE ROAD STA. 18+00 TO 25+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_A_N FRONTAGE RD.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_A_N FRONTAGE RD.dwg, C4.33, 10/5/2021 9:21:51 AM, bbates, 1:1 RECORD DRAWING - 09/29/21 FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 3 4 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER RS PLAN AND PROFILE MOSS BRIDGE ROAD STA. 24+50 TO 31+50 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_A_N FRONTAGE RD.DWG - N O R T H 25 0 2 5 5 0 V E R T I C A L S C A L E : 1 " = 1 0 ' H O R I Z O N T A L S C A L E : 1 " = 5 0 ' P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_A_N FRONTAGE RD.dwg, C4.34, 10/5/2021 9:22:18 AM, bbates, 1:1 RECORD DRAWING - 09/29/21 FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 3 5 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER RS PLAN AND PROFILE MOSS BRIDGE ROAD STA. 31+00 TO 36+39 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_A_N FRONTAGE RD.DWG - N O R T H 250 2 5 5 0 VERTICAL S C A L E : 1 " = 1 0 ' HORIZONTA L S C A L E : 1 " = 5 0 ' P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_A_N FRONTAGE RD.dwg, C4.35, 10/5/2021 9:22:45 AM, bbates, 1:1 AC4.36BC4.36 A C 4 . 3 6 B C 4 . 3 6 C C 4 . 3 6 A C 4 . 3 7 TYP. GRAVEL ACCESS PATH SECTION NORTH RECORD DRAWING - 09/29/21 2502550VERTICAL SCALE: 1"=10'HORIZONTAL SCALE: 1" = 50' FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 3 6 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER PLANS AND PROFILES SOUTH & NORTH GRAVEL ACCESS PATH 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_GRAVEL_ACCESS_PROD.DWG - AC4.36 T Y P . G R A V E L A C C E S S P A T H S E C T I O N N O R T H 2 5 0 2 5 5 0 V E R T I C A L S C A L E : 1 " = 1 0 ' H O R I Z O N T A L S C A L E : 1 " = 5 0 ' B C 4 . 3 6 T Y P . G R A V E L A C C E S S P A T H S E C T I O N C C 4 . 3 6 P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_GRAVEL_ACCESS_PROD.dwg, C4.36, 10/5/2021 9:22:55 AM, bbates, 1:1 AC4.37 BC4.37 RECORD DRAWING - 09/29/21 FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 3 7 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER PLAN AND PROFILE NORTH GRAVEL ACCESS PATH STA. 4+00 TO 8+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_GRAVEL_ACCESS_PROD.DWG - TYP. GRAVEL ACCESS PATH SE C T I O N N O R T H 2 5 0 2 5 5 0 V E R T I C A L S C A L E : 1 " = 1 0 ' H O R I Z O N T A L S C A L E : 1 " = 5 0 ' AC4.37 T Y P . G R A V E L A C C E S S P A T H S E C T I O N B C 4 . 3 7 P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_GRAVEL_ACCESS_PROD.dwg, C437, 10/5/2021 9:23:48 AM, bbates, 1:1 AC4.38 RECORD DRAWING - 09/29/21 FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 3 8 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER PLAN AND PROFILE NORTH GRAVEL ACCESS PATH STA. 8+00 TO 12+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_GRAVEL_ACCESS_PROD.DWG - R E M O V A B L E B O L L A R D D E T A I L S L O T T E D D R Y W E L L M A N H O L E D E T A I L N O R T H 2 5 0 2 5 5 0 V E R T I C A L S C A L E : 1 " = 1 0 ' H O R I Z O N T A L S C A L E : 1 " = 5 0 ' TYP. GRAVEL ACCESS PATH SECTIONAC4.38P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_GRAVEL_ACCESS_PROD.dwg, C4.38, 10/5/2021 9:24:23 AM, bbates, 1:1 A C 4 . 3 9 B C 4 . 3 9 RECORD DRAWING - 09/29/21 FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 3 9 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER PLAN AND PROFILE NORTH GRAVEL ACCESS PATH STA. 12+00 TO 18+00 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_GRAVEL_ACCESS_PROD.DWG - N O R T H 2 5 0 2 5 5 0 V E R T I C A L S C A L E : 1 " = 1 0 ' H O R I Z O N T A L S C A L E : 1 " = 5 0 ' TYP. GRAVEL ACCESS PATH SECTIONAC4.39 T Y P . G R A V E L A C C E S S P A T H S E C T I O N B C 4 . 3 9 P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_GRAVEL_ACCESS_PROD.dwg, C4.39, 10/5/2021 9:24:59 AM, bbates, 1:1 AC4.40 RECORD DRAWING - 09/29/21 FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 4 . 4 0 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER PLAN AND PROFILE NORTH GRAVEL ACCESS PATH STA. 18+00 TO 20+52 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_PNP_GRAVEL_ACCESS_PROD.DWG - G R A V E L A C C E S S P A D P L A N A N D P R O F I L E NORTH25025 5 0 VERTICAL SCALE: 1" = 1 0 ' HORIZONTAL SCALE: 1 " = 5 0 ' T Y P . G R A V E L A C C E S S P A T H S E C T I O N A C 4 . 4 0 P L A N P R O F I L E P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_PNP_GRAVEL_ACCESS_PROD.dwg, C4.40, 10/5/2021 9:25:34 AM, bbates, 1:1 RECORD DRAWING - 09/29/21 1 0 ' X 8 ' B O X M A N H O L E P L A N V I E W 10'x8' BOX MANHOLE SECTION VIEW FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 5 . 0 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER BOX MANHOLE DETAILS 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_DETAIL.DWG - 10'x8' BOX MANHOLE SECTION VIEWP:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_DETAIL.dwg, C5.0, 10/5/2021 9:25:55 AM, bbates, 1:1 WATER MAIN GRAVITY BLOCK VOLUME (CUBIC YARDS)PIPE SIZEREBARANGLE OF TURNDOWN(IN)TIES11.25° BEND22.5° BEND45° BEND6"2 - #40.61.22.38"2 - #61.02.03.912"2 - #62.14.28.314"2.95.711.216"3.77.414.42 - #9 2 - #8SANITARY SEWER FORCE MAIN GRAVITY BLOCK VOLUME (CUBIC YARDS)PIPE SIZEREBARANGLE OF TURNDOWN(IN)TIES11.25° BEND22.5° BEND45° BEND18"2 - #112.14.28.2 RECORD DRAWING - 09/29/21 ASPHALT SURFACE RESTORATION & TRENCH DETAIL D U A L F O R C E M A I N T R E N C H D E T A I L S A N I T A R Y S E W E R A N D W A T E R M A I N T R E N C H D E T A I L WATER MAIN AND SEWER FORCE MAIN VERTICAL BEND JOINT RESTRAI N T D E T A I L FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 5 . 1 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER DETAILS 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_DETAIL.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_DETAIL.dwg, C5.1, 10/5/2021 9:25:57 AM, bbates, 1:1 TEES & PLUGS90 - DEGREE BENDS45 - DEGREE BENDS22.5 - DEGR E E B E N D S & RED U C E R S 1 1 . 2 5 - D E G R E E B E N D S PIPESIZEA - DIMSB - DIMSA - DIMSB - DIMSA - DIMSB - DIMSA - DIMS B - D I M S A - D I M S B - D I M S (IN)FTINFTINFTINFTIN622848353112228 1 8 2 0 1 1 853386245483239 2 0 2 8 1 5 8151101054674942 3 1 0 4 0 2 0 12 414 SOILTYPECLAY =1,000 PSF161060141721025462 4 6 4 8 3 0 627152820211420 0 9 1 0 0 8 21023352828110110 1 4 1 4 1 0 8 1112GRAVEL =3,000 PSF FTINFTINFTIN F T I N F T I N F T I N 1045411071825253 4 1 4 2 2 7 463053384624211 1 1 0 2 4 1 2 533663424731311 1 1 0 2 1 1 9 141664396104115113140 2 4 2 1 0 1 8 TEES & PLUGS90 - DEGREE BENDS45 - DEGREE BENDS22.5 - DEGR E E B E N D S & RED U C E R S 1 1 . 2 5 - D E G R E E B E N D S PIPESIZEA - DIMSB - DIMSA - DIMSB - DIMSA - DIMSB - DIMSA - DIMS B - D I M S A - D I M S B - D I M S (IN)FTINFTINFTINFTIN18069136861006380 4 0 5 6 2 1 1 12 SOILTYPECLAY =1,000 PSF FTINFTINFTIN F T I N F T I N F T I N SANITARY SEWER DUAL FORCE MAIN GRAVITY BLOCK SIZING WATER MAIN GRAVITY BLOCK SIZING RECORD DRAWING - 09/29/21 THRUST BLOCKING FOR WATER AND RS F O R C E M A I N F I T T I N G S I N S U L A T I O N D E T A I L S A N I T A R Y S E W E R M H 1 A T B A X T E R L A N E F L O W C O N T R O L P L A T E R E D U C E R BENDTEE (PLUGGED)TEE D U A L 1 8 " F O R C E M A I N B E N D FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 5 . 2 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER DETAILS 19012 -- - - - - - RECORD DRAWINGS - - - - - 09/29/21 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_DETAIL.DWG - P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_DETAIL.dwg, C5.2, 10/5/2021 9:25:59 AM, bbates, 1:1 RECORD DRAWING - 09/29/21 C A S I N G V E N T D E T A I L CASED CROSSING DETAIL FOR WATER AND SEW E R M A I N FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION C 5 . 3 BOZEMAN, MONTANA SANITARY SEWER MAIN EXTENSION DAVIS LN LIFT STATION & NORTON SEWER MICROTUNNEL DETAILS 19012 -- - - - - - ADDENDUM 3 - - - - - 4/10/20 BIDDING DOCUMENTS03/13/20 CMK/BMB/SEP/TT 19012_DETAIL.DWG - STEEL END PLATE DETAIL S U B S U R F A C E S E T T L E M E N T M O N I T O R I N G S T A T I O N P:\19012_Davis_Lane_Lift_Station_&_Norton_Sewer\CADD_C3D\PRODUCTION_DWG\19012_DETAIL.dwg, C5.3, 10/5/2021 9:26:00 AM, bbates, 1:1 NOT 1.CONCRETE BODY, TRAFFIC RATED IN ACCORDANCE WITH AASHTO H-20-SEE SPEC SECTION 13110 FOR MANUFACTURER INFORMATION. 2.ALL WIRES SHALL HAVE ENOUGH SLACK TO ALLOW TERMINAL BOARD TO BE REMOVED 12" FROM ABOVE THE OPENING OF CONCRETE BOX. 3.BOTTOM OF TEST BOX SHALL BE NATIVE SOIL. DO NOT PLACE ROCK, GRAVEL OR SAND IN TEST BOX. 4.TEST BOX TO BE FIELD LOCATED ±5 FEET OF STATIONING GIVEN ON THE DRAWINGS. DO NOT INSTALL TEST STATION IN TRAFFIC LANES OR PARKING LOT STALLS. 5.PROVIDE 2' X 2' X 6" THICK REINFORCED CONCRETE PAD AROUND TEST BOXES LOCATED IN UNPAVED AREAS. PERIMETER OF PAD SHALL BE FLUSH WITH GRADE AND WITH THE TEST BOX CENTERED. 6.PROVIDE SUFFICIENT SLOPING IN THE CONCRETE PAD OR SURROUNDING PAVEMENT TO PROVIDE DRAINAGE AWAY FROM CONCRETE TEST BOX. 7.IN UN-DEVELOPED AREAS INSTALL MARKER TO AID LOCATION OF TEST STATION. CONCRETE BODY TRAFFIC RATED. SEE NOTE 2 DUCTILE IRON TRAFFIC COVER MARKED "CP TEST" CONCRETE PAD SEE NOTE 3 &4 NO. 4 REBAR TYPICAL ALL FOUR SIDES 1.0" +/- LEGEND: CSE - REFERENCE ELECTRODE Mg ANODE - MAGNESIUM ANODE CASING - CASING CARRIER PIPE - WATER MAIN CARRIER PIPE COUPON - STEEL COUPON HEAT SHRINKABLE SLEEVELABEL (TYP) 12" (TYP.) EXOTHERMIC WELD (TYP) SEE DETAIL TERMINAL BOX SEE DETAIL 9/- 2-#8 AWG-THWN CARRIER WIRE(WHT) STEEL CASING FLUSH MOUNTED TEST STATION SEE DETAIL CARRIER PIPELINE 2-#8 AWG-THWN CASINGTEST CABLES (BLUE) STEP 4 STEP 1 STEP 5 STEP 2 STEP 6 STEP 3 CHIP OUT MORTAR, REMOVE TAPE, FILE SURFACE TO BRIGHT METAL AND CLEAN STRIP INSULATION FROM WIRE HOLD WELDER FIRMLY WITH OPENING AWAY FROM OPERATOR, IGNITE STARTING POWDER COAT WITH A BITUMINOUS COMPOUND AND FILL VOID IN MORTAR WITH GROUT SEE NOTE 4 APPLY 2 COATS PRIMER AND COVER CONNECTION WITH PRE-FORMED WELD CAP REMOVE SLAG FROM CONNECTION AND TEST. SEE NOTE 3 NOTES: 1.WELDER SHOWN IS FOR HORIZONTAL SURFACES; FOR VERTICAL SURFACES SIDE WELDER IS REQUIRED. 2.ATTACH 1 WIRE PER WELD. ALL WIRE WELDS SHALL BE 3 INCHES APART, MINIMUM. 3.ALL EXPOSED METAL (STRUCTURE, WIRE, & WELD) WITHIN A 3-INCH RADIUS OF WELD SHALL BE COVERED WITH 2 COATS OF PRIMER AND AN ELASTOMERIC WELD CAP. 4.APPLY A GENEROUS COAT OF BITUMEN OVER WELD CAP AND EXPOSED METAL UP TO 3 INCHES BEYOND CAP. 5.ALL WELDS SHALL BE TESTED BY STRIKING THE WELD WITH A 2 LB HAMMER WHILE PULLING FIRMLY ON WIRE. ANY WELDS BROKEN OR LOOSENED SHALL BE RE-WELDED AND RE-TESTED. THE SURFACE MUST BE RE-GROUND AND CLEAN BEFORE RE-WELDING. ALL WELD SLAG SHALL BE REMOVED FROM THE WELD. BITUMINOUS COATING HANDLE GRAPHITE COVER STARTING POWDER METAL POWDER METAL DISC GRAPHITE MOLD CABLE WELD CAP 11 " 2" (NOM) PVC PIPE 1 12 " SQ.STEELCOUPON #14 AWG THHN WIRE (BLUE) 8" 19 . 9 " 28 " ANODE LEAD WIRE #10 AWG STRD Cu RED THWN CASING 10' (TYP.) #6 AWG THWN (BLK) CASING WIRE #12 AWG THWN (BLK) CASING WIRE #10 AWG THWN (RED) ANODE WIRES, TYP. NOTES: 1.INSTALL TEST STATION AT EACH LOCATION SHOWN ON DRAWING. 2.NUMBER OF ANODES VARIES. SEE C4.28. 3.ANODES MAY BE INSTALLED ON EITHER SIDE OF THE CASING MINIMUM 2' AND MAXIMUM 5' FROM CASING. 4.INSTALL ANODES A MINIMUM 10' BELOW GRADE OR CASING DEPTH, WHICH EVER IS DEEPER. 5.INSTALL PLASTIC WARNING TAPE 12" BELOW FROM FINISH GRADE, ALONG THE ENTIRE LENGTH OF WIRES. USE 6" WIDE BY 4 MIL THICK INERT PLASTIC TAPE PRINTED WITH "CAUTION CATHODIC PROTECTION CABLE BELOW". 6.INSTALL ALL LEAD WIRE(S) IN TRENCH WITH MIN. 48" COVER. ROUTE WIRES IN SCH. 40 PVC CONDUIT. 7.INSTALL MARKER POST NEAR TEST STATION. 8.AT PAVED LOCATIONS REPAIR SURFACES PER ENCROACHMENT PERMIT.9.PLACE THE REFERENCE ELECTRODE AND COUPON A MAXIMUM OF 18" BELOW THE CASING. 12 " WARNING TAPE (SEE NOTE 5) INSTALL GALVANIC ANODE PER DETAIL REFERENCE CELL SEE DETAIL STEEL COUPON SEE DETAIL #14 AWG RHH-RHW (YELLOW) REF ELECTRODE WIRE (2) #14 AWG THWN (BLUE) 6 - 7 - VALVE BOX (BROOKS 1-RT OR EQUAL) 4' 1 - CATHODIC TEST STATION BOX NTS 2 - EXOTHERMIC WELD NTS 8 - MARKER POST NTS 4 - HEAT SHRINKABLE LABEL NTS NOTES: 1.EXCAVATE ANODE BY VACUUM OR WATER JET EXCAVATION TO MIN. 10' BELOW GRADE OR PIPE DEPTH, WHICH EVER IS DEEPER. ANODE BACKFILL 75% HYDRATED GYPSUM 20% BENTONITE CLAY 5% SODIUM SULFATE 32 LB HIGH POTENTIAL MAGNESIUM ANODE COTTON BAG GALVANIZED STEEL CORE SILVER SOLDERED CONNECTION EPOXY ENCAPSULATION 6 - 32 LB HIGH POTENTIAL MAGNESIUM ANODE NTS 7 - STEEL COUPON NTS 3 - 4-WIRE CASING CTS WITH ANODES NTS EXOTHERMIC WELD (TYP) SEE DETAIL 2-WIRE CTS WITH GALVANIC ANODES NTS TEST BOX MOUNTING NATIVE SOIL TEST LEADS TO CASING, ANODES, REF.ELECTRODE AND COUPON CONCRETE PAD WARNING CARSONITE MARKER 66" LONGW/ DECAL SEE NOTE 2 NOTES: 1.PLACE TEST STATION DIRECTLY OVER CASING IF POSSIBLE. 2.CARSONITE MODEL R-85, YELLOW WITH BLACK CHARACTERS WITH: "WARNING, UNDERGROUND CABLES. 3.INCLUDE TERMINAL BOX AND BOARD FOR ALL LEAD CONNECTIONS PER CP SPEC 13110. 6" 5 - MARKER POST, SEE DETAIL 8/- MARKER POST,SEE DETAIL 8/- NOTES: 1.INSTALL TEST STATION AT EACH LOCATION SHOWN ON DRAWING. 2.NUMBER OF ANODES VARIES. SEE C4.28. 3.ANODES MAY BE INSTALLED ON EITHER SIDE OF THE CASING MINIMUM 2' AND MAXIMUM 5' FROM CASING. 4.INSTALL ANODES A MINIMUM 10' BELOW GRADE OR CASING DEPTH, WHICH EVER IS DEEPER. 5.INSTALL PLASTIC WARNING TAPE 12" BELOW FROM FINISH GRADE, ALONG THE ENTIRE LENGTH OF WIRES. USE 6" WIDE BY 4 MIL THICK INERT PLASTIC TAPE PRINTED WITH "CAUTION CATHODIC PROTECTION CABLE BELOW". 6.INSTALL ALL LEAD WIRE(S) IN TRENCH WITH MIN. 48" COVER. ROUTE WIRES IN SCH. 40 PVC CONDUIT. 7.INSTALL MARKER POST NEAR TEST STATION. 8.AT PAVED LOCATIONS REPAIR SURFACES PER ENCROACHMENT PERMIT. 9.PLACE THE REFERENCE ELECTRODE AND COUPON A MAXIMUM OF 18" BELOW THE CASING. 10' (TYP.) #10 AWG THWN (RED) ANODE WIRES, TYP. INSTALL GALVANIC ANODE PER DETAIL REFERENCE CELL SEE DETAIL STEEL COUPON SEE DETAIL #14 AWG RHH-RHW (YLW) REF ELECTRODE WIRE #14 AWG THWN (BLUE) 6 -7 - 4' 2 - #12 AWG-THWN CASING WIRE(BLACK) #6 AWG-THWN CASING WIRE (BLACK) NOTE: 1.CONNECT EACH WIRE ON A SEPARATE TERMINAL LUG EXCEPT FOR ANODE WIRES. 2.DO NOT CONNECT SHUNT BETWEEN PIPE AND ANODES DURING CONSTRUCTION. SHUNT TO BE CONNECTED BY THECONTRACTOR'S CORROSION ENGINEER DURING OPERATIONAL TESTING PER SPECS. TERMINAL BOX #10 AWG THWN (RED) ANODE WIRES, TYP. 0.01 OHM 08 AMP SHUNT, SEE NOTE 5 #12 AWG THWN (BLK) CASING WIRE #14 AWG RHW (YELLOW) REFERENCE ELECTRODE #14 AWG THHN (BLUE)#6 AWG THWN (BLK) CASING WIRE MAGNETIC SWITCH(NORMALLY CLOSED) #8 AWG THWN (WHT) CARRIER WIRE 9 - FOUR WIRE TERMINAL BOARD NTS #14 AWG THHN (BLUE) TERMINAL BOX SEE DETAIL 9/- 1 - CIVIL CATHODIC PROTECTION DETAILS C5.4 C5.4.DWG AS NOTED 1 A B C 2 3 4 5 6 7 8 D ISSUE DESCRIPTION PROJECT MANAGER PROJECT NUMBER 0 1"2"FILENAME SCALE SHEET DATE City of Bozeman Davis Lane Lift Station & Norton East Ranch Outfall Sewer Project Davis Lane Lift Station Bozeman, Montana 2019 CIVIL ARCHITECTURAL PROCESS 03/13/2020 STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION 10156423 C. REVIS N. KUTIL T. HAMLIN D. HOGAN C. REVIS L. WORTH L. KIRMEYER D. BESTAISSUED FOR BID3/13/2020