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Home My WebLink About002 - G-2 - GEN NOTES & ABBREV MATERIAL SYMBOLS TOPOGRAPHIC LEGEND MECHANICAL LEGEND AND NOTES PIPE AND FITTING SYMBOLS VALVE SYMBOLS PLUMBING FIXTURE INDENTIFICATION GENERAL PIPING NOTES DOUBLE LINE SINGLE LINE BOUNDARY ANDIOR PROPERTY LINE � �a GATE DF DRINKING FOUNTAIN � x x EXISTING PIPE(SCREENED) CONCRETE 1. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION �� KNIFE GATE EEW EMERGENCY EYE WASH FENCE LINE POINTS.MINIMUM COVER SHALL BE 6'-fi"UNLESS OTHERWISE SHOWN. � NEW PIPE KSK KITCHEN SINK � EXISTING PIPE TO BE ABANDONED �f� BUTTERFLY LAV LAVATORY EASEMENT LWE 2. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO c.� GLOBE SH SHOWER """""" EXISTING PIPE TO BE REMOVED ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE INDICATED. SK SINK CMU SECTION SECTION LINE OR DLC LW E NPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN —�— WELDED JOINT � BALL SSH SAFETY SHOWER FOR ADJACENT STRAIGHT RUN OF PIPE � VEE-BALL SSK SERVICE SINK CENTERLWE(4�) �— B GROOVEDENDJOINT-FLEXIBLE �SEATPORT W� WATERCLOSET EXAMPLE� � 3. LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS WH WATER HEATER LAV-2 MASONRY VENEER SHOWN IS ONLY APPROXIMATE,NOT ALL REQUIRED PIPE HANGERS —��— � GROOVED END JOINT-RIGID ECCENTRIC PWG W/REQUIRED WS WASH STATION FIXTURE LEGEND�� gT BURIED TELEPHONE AND SUPPORTS ARE SHOWN.RNAL SUPPORT REQUIREMENTS SHALL ,�I�� SEAT LOCATION UR URINAL BE DETERMW ED IN THE FlELD AND APPROVED BY THE ENGINEER —y— �µ —�— H FLANGED JOINT �� PLUG OR COCK VC VANITY CABWET NO.IN SPECIFICATIONS ROAD(EDGE OF EXISTING PAVEMENT) PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL BE AS SPECIFlED. '—°�� FULL PORT PLUG � RIGIDINSULATION � �� MECHANICALJOINT �3� NEEDLE � EXISTING CULVERT 4. APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED M DIAPHRAGM VALVE ACTUATOR SYMBOLS WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKRLL. �— E HUB&SPIGOT JOINT (RUBBER GASKET PUSH-ON) � PINCH 0 HORIZONTALNERTICAL CONTROL POINT �,�;^ � 5. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL —y-1II H�ry—�— C� BALL JOINT �� SWING CHECK STEEL BE PROVIDED WITH THRUST TIES,BLOCKS,OR ANCHORS,UNLESS w�� P� PNEUMATIC wl POSITIONER � CONTROL POINT OTHERWISE NOTED.THRUST PROTECTION SHALL BE ADEQUATE FOR � � FLANGE COUPLWG ADAPTER �« DOUBLE DISK CHECK TEST PRESSURES SPEGRED. �� B.4LL CHECK } COORDINATE POINT � � FLEXIBLE COUPLING � HOSE VAWE P s PNEUMATIC wl SOLENOID III=I I I=P GROUND SURFACE BORING DRILL HOLE LOCATION AND NUMBER. 6. SYMBOLS.LEGENDS,ANO PIPE USE IDENTIFICATIONS SHOWN SHALL BE � REXIBLE COUPLING WITH � NON FREEZE HOSE VAWE =I I I�—I�� DH#1 FOLLOWED THROUGHOUT THE DRAWMGS,WHEREVER APPLICABLE. �-�� X X=NO.IN SPECS — SEE SPECS FOR BORING LOGS. ALL OF THE VARIOUS APPLICATIONS ARE NOT NECESSARILV USED IN THRUST TIES I E I ELECTRIC I NON FREEZE HOSE VALVE WITH HOSE RACK 'T „32+00 SURVEY HUB AND TACK WITH STATION THE PROJECT. � � STEEL BELLOWS �� X=NO.IN SPECS EXPANSION JOWT � SPECIALARCHITECTURAL LEGEND 7 THRUSTBLOCKSARENOTGENERALLYSHOWNONTHE�RAWINGS.ALL ELASTOMERBELLOWS 5 SAMPLE � ELECTRICw/POSITIONER � U.S.GOVERNMENT BOUNDARY MARKER. gURIED PIPING SPECIFIED TO BE PRESSURE TESTED,EXCEPT WELDED, —�-��— '�' EXPANSION JOINT � MUD GROOVED END OR SCREWED PIPING,SHALL BE PROVIDED WITH PRECAST CONCRETE �BM-Z BENCHMARK LOCATION AND NUMBER THRUST PROTECTION AT ALL DIRECTION CHANGES,UNLESS � G, ELBOW UP � PRESSURE RELIEF I�I HYDRAULIC OTHERWISE NOTED.SEE THRUST DETAILS AND NOTES ON DRAWING Q AIR ANDIOR VACUUM RELEASE � � POINT OF INTERSECTION,SET 5I8"x 18" 1-G-3. � �� ELBOW DOWN REBAR REGULATED SIDE j MANUAL 0 P-3 PIEZOMETER LOCATION AND NUMBER 8. WHERE A GROOVED END COUPLING IS SHOWN,IT SHALL BE THE RIGID � � TEE UP � MASONRY VENEER JOINT TYPE,UNLESS OTHERWISE SPECIFlED.WHERE A FLANGED PRESSURE CONTROL COUPLING ADAPTER IS SHOWN,A STANDARD FLANGE SHALL BE � MULTI-PORT VAWE � SOLENOID X 1000 EXISTING GRADE JOWED TO THE COUPLING ADAPTER. —�_o�— �� TEE DOWN i (BALL VALVE SHOWN.FOR OTHER VALVE �I—, TYPES,APPROPRIATE VALVE SYMBOL SHOWN.) �1000 RNISH GRADE g. VAWE BOXES REQUIRED FOR ALL VAWES IN A BURIED SERVICE —y—��—7p�{—�— p-i LATERAL UP ARROWS INDICATE FLOW PATTERN.SEAT PORTS RIGIDINSULATION �—w�w�—.� nReiMPueoevuvoicnreoF�owPnTreRN. PIPEAND FITTING END PATTERNS 42.6 ELEVATION ORIGINAL GROUND 10.NUMBER AND LOCATION OF UNIONS SHOWN ON�RAWINGS ARE ONLY � �T LATERAL DOWN � SOLENOID APPROXIMATE,NOT ALL REQUIRED UNIONS ARE SHOWN.PROVIDE ALL B BELL . EDGE OF TREES,BRUSH UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF � P, CONCENTRIC REDUCER S SPIGOT � coNCReTe vnwesnNOMecHnNicn�eQuiaMeNr. MISCELLANEOUS PIPING SYMBOLS ��Z„ EXISTING TREE W/APPROX.TRUNK DIAMETER � ECCENTRIC REDUCER F RANGE 11.THE CONTRACTOR FOR THIS CONTRACT IS RESPONSIBLE FOR THE A' �� STRAWER PE PLAIN END � BUSH COORDINATING AND PERFORMING THE CONNECTION OF THE PIPING UNION 0 SIGHT GLASS CMU-PLAN AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS � �I� GE GROOVED END CONTRACT TO BOTH THE EXISTING PIPING AND FAGLITIES AND TO THE �JL� FLEXIBLE(ELASTOMER)PIPE CONNECTION NEW TREE AS SPECIFIED WORK OF OTHER CONTRACTORS,AS NOTED. � �� BLIND FLANGE MJ MECHANICAL JOINT � GAUGE WITH COCK � PLUG PO PUSH-ON s -o-v SIGN,ONE POST OR TWO POST 12.PRIOR TO SUBMITTING PIPWG DRAW WGS FOR ANY NEW PIPE THAT IS � THERMOMETER METAL STUD-PLAN&STEEL TO CONNECT TO AN EXISTING PIPE OR STRUCTURE,THE CONTRACTOR �— [ �AP p � EXISTING MANHOLE SHALL EXPOSE THE EXISTING PIPE OR STRUCTURE TO VERIFY ITS MJ PE EXACT LOCATION.SIZE,MATERIALS,AND INVERT ELEVATIONS. —�— `f`� ANCHOR � ROTAMETER EXAMPLE SPECIAL STRUCTURAL LEGEND • NewMnNHo�e � � — � ELBOW 90 DEGREE 1 A 1� GALVANIC ANODE � EXISTINGUTILITYORTELEPHONEPOLE PIPING DESIGNATION � � cRoss ""� XX SSUPPLYPRESSURE-PSIG MISCELLANEOUS MECHANICAL/ NON-BEARING CMU WALL � NEW UTILITY OR TELEPHONE POLE EXAMPLE pg TYPICALINSTRUMENTSYMBOL PLUMBING SYMBOLS � TEE 26-1-2 (SEE I 8 C LEGEND) � DITCH SHOWING DIRECTION OF FLOW i6"RW BEARING CMU WALL pg CREEK/RIVER WI DIRECTION OF FLOW FIRE HYDRANT i6" RW � � ELBOW 45 DEGREE � PRESSURE SWITCH � Z —IIf�� CATHODIC PROTECTION TEST STATION PIPE. USE FLOW STREAM IDENTIFICATION LEGEND,ON �� HOSE RACK(TYPE AS INDICATED) PRECAST WALL PANEL �� EXISTING CONTOUR DWG.1-G-3.SEE PIPING SCHEDULE IN THE SPECIFICATIONS.� � � CATHODIC PROTECTION ANODE �� 1000 LATERAL � NOMINAL PIPE�IAMETER FILTER SAFETY SHOWER AND EYEWASH CONCRETE CURBICONCRETE COLUMN ��1000�� NEW CONTOUR � �SSH-X VALVE DESIGNATIONS x=No.iNSPeciFicnTioNs EXISTING STRUCTURE TO BE REMOVED' NOTES: GATE SYMBOLS XCO X= F-FLOOR CLEANOUT Q XV 1. ONLY RANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE D-DECK CLEANOUT ARCHITECTURAL LEGEND coNrRo�vn�ves. oR a� w_wn��c�enNour DESIGNATION LWE FITTINGS. FITTINGS WITH OTHER END PATTERNS ARE SHOWN ACTIVE � XCV EL.VIEW PLAN VIEW V-VENT CLEANOUT o ,�� EXISTING STRUCTURE* ALL VALVES AS SIMILARLY ON THE CONSTRUCTION DRAWINGS.ALSO SEE PIPING _ �'\�_�INACTIVE SHOWN ON P&IDs, SPEGFICATIONS. � X=PROCESS VARIABLE r w �I 1/ �C INDICATES PAIR OF DOORS � �FLOW DIRECTION n HD-XY HUB DRAIN � EXISTING A.C.PAVEMENT* VALVE SYMBOL 2. SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC 0 SLUICE X=NO.W SPECS m Q ONLY.REFER TO PIPING SPECIFICATIONS FOR SPEGFIC END � Y-P WITH PRIMED TRAP N �O DOOR NUMBER CONNECTIONS FOR SINGLE LME PIPE AND RTTINGS. � 3 ��: � NEW A.C.PAVEMENT* MANUAL VALVES: O BUTTERFLY FD-XY FLOOR DRAIN °z 3. EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT-LINED AND/OR � X=NO.IN SPECS � � WINDOW TYPE SCREENED AND IS NOTED AS EXISTING. NEW PIPING AND Y-P WITH PRIMED TRAP z qpq DWG.NO.WINDOW GRAVEL SURFACE* EQUIPMENT IS SHOWN HEAVY LINED. � FLAP � DETAIL OCCURS ON � OD-X OVERROW DRAIN 8"-V400 q. UNDERGROUND PIPWG MAY BE SHOWN DASHED ON MECHANICAL O X=NO.IN SPECS '3 CONCRETE WALK' SIZE OF VALVE� DRAWINGS. SHEAR 103 ROOM NUMBER � � � VALVE DESIGNATIO O-X ROOF DRAIN � iO VALVE NPE,SEE X=NO.IN SPECS � NOTE INDICATOR LIMITS OF TOPSOIL AND SEEDWG" SPECIFlCATION � �—� FABRICATED SLIDE AD-XY AREA DRAIN � Y-PWITHPREMEDTRAP g;� EXISTINGEMBANKMENT. GENERAL NOTES. ACCESSHATCH s�oPensn,oreo� GENERAL DESIGN DESIGNATIONS � 1. STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON z �INDICATE HINGE SIDE:SIDE WHERE LINES 3;� NEW EMBANKMENT OR CUT SLOPE. STANDARD LEGEND SHEETS.THEREFORE,SOME SECTION LETTER OR DETAIL SECTION LETTER OR DETAIL o MEET(RIGHT SIDE ON SYMBOL) SLOPE AS NOTED' SYMBOLS OR ABBREVIATIONS SHOWN ON THE STANDARD NUMBER�ESIGNATION NUMBER�ESIGNATION STANDARD DETAIL DESIGNATION < LEGENDS MAY NOT BE SHOWN ON THE PLANS. X �� STANDARD DETAIL NUMBER SEE GROUP 9 DRAWINGS X:X HORIZONTAL DISTANCE:VERTICAL DISTANCE X-X X-X XXXXX LL WALL FIRE EXTINGUISHER DRAWING NUMBER WHERE SHOWN�— DRAWING NUMBER WHERE TAKEN�I � AS SPEGFIED RIPRAP � F.E. STANDARD DETAIL DESIGNATION NOTES: SHOWN ON SAME DRAWING SHOWN ON SAME DRAWING� o NOTE L 'SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY. � ALSO SEE ARCHITECTURAL AND STRUCTURAL 2 IN GENERAL,EXISTING STRUCTURES AND FAGLITIES ARE NOTED AS"EXISTING"AND � DRAWINGSFORSPECIALLEGENDSANDSYMBOLS. ARESHOWNINLIGHTLINEWEIGHTS,ORASSCREENEDBACKGROUND. NEW DETAILANDSECTIONDESIGNATION-WHERETAKEN DETAILANDSECTIONDESIGNATION-WHERESHOWN AGENCY REVIEW (REVISION 2) STRUCTURES ARE SHOWN IN HEAVY LINE WEIGHTS. ,JUNE ZOZrJ J REVISIONS J veaiFv SCn�e�. DRAWN BY: KJS PROJECT NUMBER � _,al�'�A�J �>> NO. DESCRIPTION BY DATE y' --C�` � �� 10678.001 mesePrzmrsnnnvserzeouceo. MOI �ISO� � 2880TechnologyBlvdWest DSGN.BY: LRH NORTONRANCHLIFTSTATIONUPGRADES a LINE BELOW MEASURES ONE INCH ■■ �^� �� oN orziciNn�oanwiNc. � Bozeman,MT 59718 , qppR.BY: LRH SHEET NUMBER ,� BOZEMAN MONTANA 2 �--F � M a i e r I e 406 58�0�2, �A W. � No.48 6 PE=J DATE: O6/2025 DRAWWG NUMBER �'r� q o/zv/zozs MooiFvscn�enccoaowc�v� � www.m-m.net ��ssp��57EREo�G� q.C.REVIEW GENERALNOTES&ABBREVIATIONS r�� engineers surveyors planners scientists ��'4�ONAL`�` BY� V a PLOTTED BV:LEE HAGEMAN ON JUN04/2025 COPVRiGHT�OMORRISON-MAIERLE,2025 DATE: