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C191 - AS BUILT PLANS
ARCHITECTURAL SYMBOLS 101 I ROOM NUMBER 101 DOOR NUMBER GRID NUMBER op I' -4" III-bit I' -4" SECTION IDENTIFICATION A SECTION INDICATOR A3 SHEET NUMBER WHERE SECTION IS DRAWN DETAIL IDENTIFICATION GE:DETAIL INDICATOR SHEET NUMBER WHERE DETAIL. 15 DRAWN ARCHITECTURAL ABBREVIATIONS A.F.F ABOVE FINISHED FLOOR GMU CONCRETE MASONRY UNIT D.S. DOAN SPOUT FG FIBERGLASS G.B. /GWB GYPSUM BOARD MIN_ MINIMUM NO. NUMBER O.C. ON CENTER P.T. PRESSURE TREATED REQ'D REQUIRED SIM. SIMILAR TYP. TYPICAL W/ WITH # AND - SEE STRUCTURAL AT t PLUS OR MINUS ARCHITECTURAL GENERAL NOTES 1. GENERAL NOTES, SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET PERTAIN TO THE ARCHITECTURAL DRAWINGS ONLY 2. CONTRACTOR SHALL VERIFY DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO FABRICATION OF THE WORK 3. DIMENSIONS SHOWN ON THE FLOOR PLAN ARE TO FACE OF GMU, UNLESS NOTED OTHERWISE. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE OWNERS REPRESENTATIVE PRIOR TO CONTINUING WITH CONSTRUCTION. 4. VERIFY ALL ROUGH -IN DIMENSIONS REQUIRED FOR EQUIPMENT IDENTIFIED ELSEWHERE IN THE CONTRACT DOCUMENTS 5. 15OLATE ALL DISSIMILAR METALS No. PREF I N I SHED — METAL COPING I 1 CONTINUOUS ROOF MEMBRANE OVER TOP OF PARAPET FASTENERS W/ NEOPRENE WASHER o 16 "o.c. v CONTINUOUS —� CLEAT 5 /4x I O CEDAR- / p - PAINT COLOR s z V NO. I I I - I 4Y I � �J i � OL `PARAPET HALL � C@ LOA POINT CONCRETE ROOF 30 OF ROOF - SEE STRUCTURAL w - PAINT COLOR NO. 2 TOP OF ROOF Q ® LOW POINT tXo `' OF ROOF TYPICAL PARAPET SCALE: 3 " =1' -0" �t ROOF MEMBRANE — 15/32" P.T. PLYWOOD SHEATHING ON P.T. 2x4 o 16 "o.c. (CONTRACTORS OPTION TO STACK SOLID P.T. 2x4 o SHORTER SECTION OF PARAPET) Date I Revision I DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION zz0 Q pU O- Uw wv W C SCALE: 3/8"=I'-O" CONDUCTOR BOX SCALE: 3 " =1' -0" Drawn These drawings conform to the Reviewed Contractor's construction records. Approved Drawn By: Date I SCALE: PARAMC-TR.iY. toI2.0va, Constt ction Ins4ection File: BY DATE CLO 11/2010 dm a/0/10 AS SHOWN ONE INCH AS DRAWN AI SEE I FOR NOTES AI 5 /4x10 CEDAR BEYOND - CUT AROUND CONDUCTOR BOX 2 1/2 "Hx& "W OVERFLOW SEALANT PER ROOF MEMBRANE MANUFACTURER INSTALLATION INSTRUCTIONS 6 "Hx4 "Dx5 "W PREF I N 1 SHED METAL CONDUCTOR BOX 2 1/2 "0 PREFINISHED METAL D.S. CONCRETE ROOF - SEE STRUCTURAL O N sk- LOUVER - SEE DRAWING M2 FLOOR PLAN SCALE: 3/8"=l'-O" REVIEWED BY: DOOR SCHEDULE p s z V FRAME I 4Y IY i � OL OL � 4 to v w tNo Q Q tXo '!(yy` �u i d T E !L iii A 3'- O "xi' -O" 13/4 FG { P - I I /A -3 I /A -3 2/A -3 IFG P DETAILS SIM. (GONG. WALL) A PR. 3'- 0 "x7' -O" 1 3/4" FG P - 2 I /A -3 I/A -3 2/A -3 F& P - DATE: DOOR TYPES O CITY OF AUBURN APPROVED SUBJECT TO FIELD INSPECTION DATE:_ BY: BURIED UTILITIES IN AREA DRAIMNG PLEASE CALL BEFORE YOU DIG NUMBER 1.800.424.5555 Al WHITE RIVER STORM SEWER PUMP STATION PRO&CT NUMBER 4407 / REGI TERED c�TY o� MAINTENANCE AND REPAIR PROJECT CP0817 "I c PUBLIC WORKS DEPARTMENT / /- /J = �o Project Mana CONTRACT 1A BU 25 West Main Street BUILDING FLOOR PLAN, ROOD' PLAN NUMBER 1 Q -17 TECOF J INGTON Auburn, Washington WASHINGTON Cbn'structionpanager SHEET 9 OF /#tOAG60 METAL IxIO CE - PAIN7 DONOR I NSULA' - SEE i CMU #1 TYP. DUCTOR DOWNSPOUT PREF I NISHED METAL COPING ASPHALT SHINGLE CANOPY ROOFS WOOD BRACKETS &RIND SPLIT FACE — BLOOK SMOOTH BRACKET TO PROVIDE A FLUSH INSTALLATION, TYP. PREF I N I SHED METAL — DOANSPOUT LOCATE INSIDE BRACKET 12" FROM EDGE OF ROOF 5/4 "x I O CEDAR FASC IA - PAINT COLOR NO. I 9 � Q TYP. CONCRETE - PAINT Al COLOR NO. I A NORTH ELEVATION r' SCALE: 3/8"=V-0" . ]s LOUVER - SEE DRAWING M2 CMU #1 FIBERGLASS DOORS ............. ::`.`::: 4 FRAME - PAINT ...... := :::;::: COLOR ND. I ASPHALT SHINGLE-5- ON UNDERLAYMENT ON 15/52" PLYWOOD ON 2x& 9 24 "o.c. PREFINISHED METAL FLASHING 5/4 CEDAR FASCIA — RIPPED TO AL16N W/ BOTTOM OF RAFTERS - PAINT COLOR NO. 1 5" 'K' STYLE------/ CONTINUOUS GUTTER PREFINISHED METAL 2 1/2"x3 1/2" D.S. PREFINISHED METAL BEYOND 1 3/4 "4h 1_,1:1 I /:2" / \ \ 2 4x4 CEDAR BRACKET NOTE: SEE DRAWING 55 FOR ROOD FRAMING CONNECTION DETAILS CMU WALL TYP. CANOPY & BRACKET SCALE: 1 " =V -0" No. I Date r tn BROWN / GREY BY f CMU 2 - BUILDING BASE AND WALL ACCENT f f 1 P I f f COLOR #1 tV 3/4 "11. 1/2"j- 41, PLAN DIMENSION POINT CANOPY RAKE SCALE: 3 " =1' -0" Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BROWN / GREY BY I DATE CMU 2 - BUILDING BASE AND WALL ACCENT SPLIT FACE "MOUNTAIN BROWN ", RUNNING BOND COLOR #1 Drawn CLO 11/2010 z These drawings conform to the Reviewed ON i0 [twit z 3: O Contractor's construction records. Approved n/11/16 Q� Q U Drawn By: Date PATLI�MCTRiX 10 203 SCALE: AS SHOWN ONE INCH AS DRAWN 0— w v Constryt tion Ins lion l 7 `�a File: 4407 REGFSTERr,E�D rey S� \IcFa11 TE OF VI ASHINGT NN SOUTH ELEVATION SCALE: 3/8"=V-0" COLOR SCHEDULE ASPHALT 5HIN6LE BROWN / GREY CMU I - FIELD COLOR GROUND FACE WITH SCORE LINE TO MAKE AN 8x8 PATTERN "BURNT ORAN6E" CMU 2 - BUILDING BASE AND WALL ACCENT SPLIT FACE "MOUNTAIN BROWN ", RUNNING BOND COLOR #1 AEP SPAN "DARK BRONZE" - MATCH COLOR INDICATED FOR PAINTED SURFACES COLOR #2 AEP SPAN "COOL REGAL WHITE" - MATCH COLOR INDICATED FOR PAINTED SURFACES NOTE: I. PAINT COLORS SHOWN ARE TO BE COMPUTER MATCHED 2. APPLY SEALER / GRAFFITI COATING TO ALL EXTERIOR EXPOSED CMU - REFER TO SECTION 071xO 3. PAINT INTERIOR &B SURFACES - COLOR #2 CITY WASHINGTON PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington REVIEWED BY: DATE: Project Mana )e'onstructiod Manager WEST ELEVATION I`- r- SCALE: 3/8"=V-0" CID CD tL V q u a q CP � CITY OF AUBURN \% F 11 APPROVED ! '� SUBJECT TO FIELD INSPECTION �� DATE: �l _ -201 BURIED UTILITIES IN AREA RAVAER _ PLEASE CALL BEFORE YOU DIG �� BY: 1.800.424.5555 WHITE RIVER STORM SEWER PUMP STATION 1N MAINTENANCE AND REPAIR PROJECT CP0817 BUILDING ELEVATIONS NUMO CT Ul1A�R 10 -17 SHEET 1C OF _1Ad ABBREVIATIONS ALT AB ADH APPD APPROX AC AL B/B BM BLKG BOT BLDG C CH'D CIP CTR CLR C/C CL COL CONC CMU CONN CONST CNJ CJ CONT DET DIA DIM DO DBL DN DWG EA EF ES EW EL OR ELEV EMBD ENGR = OR EQ EXIST EJ EPS EXT FAB FOS FOW F/F F/G FS FIN FLG FL FD FH FO FT OR' FTG FND GALV GA GLB GWB HDW HP H OR HORIZ HSS IN OR " INCL ID INTER INT I.S. No. I Date ALTERNATE ANCHOR BOLT ADHESIVE APPROVED APPROXIMATE ASPHALTIC CONCRETE ALUMINUM AT BACK TO BACK BEAM OR BENCH MARK BLOCKING BOTTOM BUILDING CHANNEL CHECKERED CAST IN PLACE CENTER CLEAR CENTER TO CENTER CLEAR/CLEARANCE COLUMN CONCRETE CONCRETE MASONRY UNIT CONNECTION, CONNECT CONSTRUCTION CONSTRUCTION JOINT CONTROL JOINT CONTINUOUS DETAIL DIAMETER DIMENSION DITTO DOUBLE DOWN DRAWING EACH EACH FACE EACH SIDE EACH WAY ELEVATION EMBEDDED/EMBEDMENT ENGINEER EQUAL EXISTING EXPANSION JOINT' EXPANDED POLYSTYRENE EXTERNAL/EXTERIOR FABRICATE FACE OF STUDS FACE OF WALL FACE TO FACE FIBERGLASS FAR SIDE FINISH/FINISHED FLANGE FLOOR FLOOR DRAIN FLAT HEAD FLOOR OPENING FEET FOOTING FOUNDATION GALVANIZED GAUGE GLULAM BEAM GYPSUM WALL BOARD HARDWARE HIGH POINT HORIZONTAL HIGH STRENGTH STEEL INCH INCLUDEDANCLUDING INSIDE DIAMETER INTERMEDIATE INTERNAUINTER14DR INSIDE JT JOINT LOCN LOCATION LONG LONGITUDINAL LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LP LOW POINT MAIL MATERIAL MAX MAXIMUM MB MACHINE BOLT MC MOMENT CONNECTION MK MARK MIN MINIMUM MISC MISCELLANEOUS MS MILD STEEL NF NEAR FACE NIC NOT IN CONTRACT NOM NOMINAL NS NEAR SIDE NTS NOT TO SCALE NO OR # NUMBER OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER OH, O/H OVERHEAD O/O OUT TO OUT OPNG OPENING OPP OPPOSITE O.S. OUTSIDE PERP PERPENDICULAR PL PLATE PWD PLYWOOD PC PIECE OF PCC PRECAST CONCRETE PREFAB PREFABRICATED PROJ PROJECTION, PROJECT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED R RISER RCP REINFORCED CONCRETE PIPE REF REFERENCE REINF REINFORCING /REINFORCE REQD REQUIRED REV REVISION RO ROUGH OPENING SCH SCHEDULE SECT SECTION SIM SIMILAR SOG SLAB ON GRADE SLV SLEEVE SPCS SPACES SPEC SPECIFICATION, SPECIFY SQ SQUARE STGD STAGGERED SS STAINLESS STEEL STD STANDARD STL STEEL STIFF STIFFENER STRUCT STRUCTURAL T TREADS THK THICK T &B TOP & BOTTOM T &G TONGUE AND GROOVE TOC TOP OF CONCRETE TOG TOP OF GRATING TOS TOP OF STEEL TOW TOP OF WALL TR TREATED TYP TYPICAL U/S UNDERSIDE LINO UNLESS NOTED OTHERWISE V OR VERT VERTICAL WSHR WASHER W/ WITH WP WORK POINT WS WATER STOP WWF WELDED WIRE FABRIC Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION Cl BY DATE Drawn VS 11/2010 O Z z O ~ 06 o� U w U � These drawings conform to the Contractor's construction records. Drawn By: Date PARAM�- t'tZ +X �otzot3 Reviewed �� 0 Approved PROVIDED BY CITY - it It 117 SCALE: VARIES , ONE INCH , AS DRAWN REINFORCING MATERIALS Cons ction Ins ion -7 ALF -liy ASTM AS NOTED, ACI 318 7.1 -7.4 REINFORCING PLACEMENT File: SU1931018PA2- S1.DWG DESIGN CRITERIA APPLICABLE BUILDING CODES INTERNATIONAL BUILDING CODE, IBC 2009 EDITION WITH WASHINGTON STATE AMENDMENTS ASSUMED COLLATERAL OR SUPERIMPOSED DEAD LOAD ......................................... .............................AS CALCULATED COLLATERAL LOAD AT CEILINGS ............ .............................10 PSF LIVE LOADS (UNLESS NOTED) BUILDING FLOORS ..... ............................... ............................300 PSF SLAB ON GRADE GRATING PLATFORMS, HATCHES AND FLOOR PLATES....... PERSONNEL LOAD: 100 PSF ROOF SNOW LOAD /LIVE LOAD ............................ .............................25 PSF WIND LOADS BASIC WIND SPEED .................................... .............................85 MPH EXPOSURE......................................... ............................... C Iw = 1.15 CPi = 0.18t COMPONENTS AND CLADDING LOAD = 16 PSF SEISMIC LOADS le = 1.25, SEISMIC USE GROUP III SITE CLASS = D Ss = 1.2, S1 = 0.40 Fa = 1.02 Fv = 1.6 SDS = 0.81 SD1 = 0.43 SEISMIC DESIGN CATEGORY = D BUILDINGS SEISMIC FORCE RESISTING SYSTEMS = SPECIAL REINFORCED MASONRY SHEAR WALL, R = 5, Cs = 0.24 FOUNDATIONS ASSUMED VALUES: SOIL BEARING PRESSURE . ....................... ...........................2500 PSF LATERAL PASSIVE BEARING PRESSURE, STATIC ...............300 PCF SOIL FRICTION FACTOR, SLIDING .............. ...........................0.30 CONTINUOUS INSPECTION OF FILL PLACED AND COMPACTED UNDER BUILDING SLAB AND FOOTINGS SHALL BE INSPECTED AND TESTED BY THE CITY OF AUBURN. FILL UNDER STRUCTURES SHALL BE PLACED IN 8" MAXIMUM LIFTS WITHIN TOP 24 INCHES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. FOR STRUCTURES BUILT ON EXISTING FOUNDATION, PREVIOUS PARAGRAPH DOES NOT APPLY. INSPECTIONS CONTRACTOR SHALL BE RESPONSIBLE FOR REQUESTING AND COORDINATING REQUIRED INSPECTIONS. SPECIAL INSPECTIONS AND BUILDING DEPARTMENT INSPECTIONS SHALL BE PERFORMED BY THE CITY OF AUBURN. A.W� x 18711 CITY WASHINGTON SPECIAL INSPECTION SCHEDULE ITEM Cl PI REMARKSIREFERENCES GENERAL: PREFABRICATED ITEMS X SITE PREPARATION, FILL PLACEMENT, SOIL COMPACTION X PROVIDED BY CITY CONCRETE: REINFORCING MATERIALS X ASTM AS NOTED, ACI 318 7.1 -7.4 REINFORCING PLACEMENT X ACI 318 7.5 -7.8 WELDING - REINFORCING X AWS D1.4 ANCHOR RODS, EMBEDDED BOLTS & INSERTS X PRIOR TO AND DURING CONCRETE PLACEMENT USE OF REQUIRED MIX DESIGN X CONCRETE SLUMP, AIR CONTENT, TEMPERATURE & TEST SPECIMENS X WHILE MAKING SPECIMENS FOR STRENGTH TESTS, ACI 3185.6 CONCRETE PLACEMENT X ACI 318 5.9, 5.10 CONCRETE CURING X ACI 318 5.11, 5.13 POST - INSTALLED ANCHORS GROUTED ANCHORS X ADHESIVE ANCHORS X MECHANICAL ANCHORS X MASONRY: SITE -MIXED MORTAR & GROUT PROPORTIONS X ACI 530.1 2.6A -B ANCHOR TYPE, SIZE & LOCATION X ACI 530.1 15.4, 2.1.2 SIZE, GRADE & TYPE OF REINFORCING X ACI 530.1 2.4,3.4 PLACEMENT OF UNITS & CONSTRUCTION OF MORTAR JOINTS X ACI 530.13.3B PLACEMENT OF REINFORCING AND CONNECTORS X ACI 530.1 3.4 GROUT SPACE X ACI 530.1 3.21) GROUT PLACEMENT X ACI 530.1 3.5 TEST SPECIMEN PREPARATION X ACI 530.1 1.4 HOT /COLD WEATHER CONSTRUCTIONS X ACI 530.1 1.8 WOOD: TYPE & SPACING OF STRUCTURAL PANEL NAILING NA IBC 1707.3 TYPE & INSTALLATION OF TRUSS SEISMIC TIES NA STEEL: MATERIAL VERIFICATION OF HIGH -STRENGTH BOLTS, NUTS, AND WASHERS: INDENTIFICATION TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. NA SECTION A3.4; AISC LRFD, SECTION A3.3 INSPECTION OF HIGH - STRENGTH BOLTING: NA AISC LRFD SECTION M2.5 MATERIAL VERIFICATION OF STRUCTURAL STEEL: IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. NA ASTM A 6 OR ASTM A 568 INSPECTION OF WELDING: SHOP & FIELD COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. X AWS D1.1 SINGLE -PASS FILLET WELDS < 5/16" X AWS D1.1 INSPECTION OF STEEL FRAME JOINTS FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS. NA INSPECTION SCHEDULE NOTES 1. ITEMS MARKED WITH AN "X" REQUIRE INSPECTION BY A SPECIAL INSPECTOR APPROVED BY THE BUILDING OFFICIAL. 2. ITEMS MARKED "NA" ARE NOT APPLICABLE TO THIS PROJECT. 3. Cl = CONTINUOUS INSPECTION DURING PROGRESS OF WORK BY SPECIAL INSPECTOR. 4. PI = PERIODIC INSPECTION BY SPECIAL INSPECTOR AS REQUIRED TO CONFIRM CONFORMANCE OF WORK. 5. TESTING AND INSPECTION REPORTS SHALL BE SUBMITTED TO THE ENGINEER, BUILDING OFFICIAL AND CONTRACTOR. 6. OWNER WILL CONTRACT FOR SPECIAL INSPECTION SERVICES. REVIEWED BY: DATE: PUBLIC WORKS DEPARTMENT Z 25 West Main Street Project Manager Auburn, Washington nstructio Manager CITY OF AUBURN APPROVED SUBJECT TO FIELD INSPECTION DATE: ` � ° � V � � BURIED UTILITIES IN AREA ORAWMlG BY: PLEASE CALL BEFORE YOU DIG NUMBER 1.800.424.5555 S l WHITE RIVER STORM SEWER PUMP STATION IN MAINTENANCE AND REPAIR PROJECT CP0817 CONTRACT STRUCTURAL LEGEND AND ABBREVIATIONS NUMBER 10 -17 /4 SHEET 12 OF 34 Q CD a. W W c� G O W W ■ •• AD • U No. I Date STRUCTURAL NOTES: GENERAL REQUIREMENTS REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF RECESSES, DUCT OPENINGS, PIPING, CONDUITS, EQUIPMENT LOCATION AND ANCHORAGES, ETC., NOT SHOWN. SUBMIT ALL REQUIRED SHOP DRAWINGS AND RECEIVE THEIR SATISFACTORY REVIEW FROM THE ENGINEER, PRIOR TO FABRICATION. COORDINATE AND VERIFY ALI. DIMENSIONS WITH ARCHITECTURAL, MECHANICAL OR ELECTRICAL DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS AT THE PROJECT SITE PRIOR TO STARTING WORK AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. PROVIDE TEMPORARY ERECTION BRACING AND SHORING AS REQUIRED FOR STABILITY OF THE STRUCTURE AND ADJACENT STRUCTURES, DURING ALL PHASES OF CONSTRUCTION. PROVIDE ADEQUATE SUPPORT TO WALLS AGAINST BACKFILL PLACEMENT AND MAINTAIN SUPPORTS UNTIL SUPPORTING STRUCTURES HAVE BEEN INSTALLED. SHORING AND TEMPORARY SUPPORTS ARE THE RESPONSIBILITY OF THE CONTRACTOR. REFER TO SPECIFICATIONS FOR INFORMATION NOT CONTAINED IN THESE NOTES CONCRETE ALL DETAILING, FABRICATION AND INSTALLATION OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315, LATEST EDITION. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, LATEST EDITION. TOLERANCES SHALL CONFORM TO ACI 117, SECTIONS 1 THROUGH 6. DESIGN STRENGTH CAST -IN -PLACE CONCRETE, UNLESS OTHERWISE NOTED: BLDG FOUNDATIONS & SLABS ................... .... ........................ fc = 4000 PSI AT 28 DAYS ELECTRICAL ROOM ROOF ......................... .............................fc = 4,000 PSI AT 28 DAYS CONCRETE FILL, GROUT AND CDF ........... ............................SEE SPEC 03300 2.02 REINFORCING REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, GRADE 60. REINFORCING STEEL FOR WELDED APPLICATIONS SHALL BE IN ACCORDANCE WITH ASTM A706, GRADE 60. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A185, fy = 65 KSI, FURNISHED IN FLAT SHEET'S. CONCRETE COVER CONCRETE COVER FOR REINFORCING BARS, EXCEPT AS NOTED: FOOTINGS AND MATS (CAST AGAINST SOIL) ........... .............................3" CONCRETE IN CONTACT WITH SOIL, WEATHER, OR SEWAGE ........... 2" CONCRETE NOT EXPOSED TO SOIL, WEATHER, OR SEWAGE ........... 1 y2' BEAMS AND COLUMNS (TO STIRRUPS) ..................... .............................1" PROVIDE 3/4' CHAMFER AT ALL EXPOSED EDGES AND OUTSIDE CORNERS. ACCESSORY BARS RIGIDLY SUPPORT BARS ON APPROVED ACCESSORIES. PROVIDE #4 RAISER BARS AT 36" ON CENTERS MAXIMUM TO SUPPORT TOP REINFORCING STEEL IN SLABS/MATS. DOWELS AND CORNER BARS ALL HORIZONTAL BARS SHALL BE CONTINUOUS AROUND CORNERS AND THROUGH PILASTERS. PROVIDE DOWELS AND CORNER BARS FOR ALL COLUMN AND WALL REINFORCEMENT, AT LEAST THE SAME SIZE AND SPACING AS BARS WITH WHICH THEY ARE LAPPED. LAP SPLICES AND EMBEDMENT SHALL BE PER ACI 318, OR AS NOTED. PROVIDE TWO ADDED VERTICAL BARS AT ALL WALL INTERSECTIONS. OPENING REINFORCING (SLAB AND WALLS) (FOR OPENINGS 12" WIDE AND OVER) ADD EDGE REINFORCING EQUAL IN AREA TO HALF OF BARS INTERRUPTED AT 3" ON CENTERS, EXTENDING 40 DIAMETERS PAST OPENING. ADD ONE #5 x 4' -0" DIAGONAL BAR AT EACH CORNER FOR EACH LAYER OF REINFORCEMENT, UNLESS NOTED OTHERWISE. JOINTS PROVIDE CONTINUOUS WATERSTOPS AT ALL BELOW GRADE JOINTS AND ALL JOINTS OF WATER CONTAINING STRUCTURES. ROUGHENED SURFACES AT JOINTS SHALL HAVE A SURFACE AMPLITUDE OF %" MIN. Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION MASONRY fi'm =1,500 PSI z z O U L.L o — C) U These drawings conform to the Contractor's construction records. Drawn By: Date PAR.gt toj2ot3 16" #4 25" 21" #5 '�IGTRIX on on Ins n L 26" BAR SPLICES REINFORCING STEEL LAP SPLICES SHALL BE PER TABLE SHOWN ON THIS SHEET. THE LENGTH OF LAP SPLICE OF BARS OF DIFFERENT DIAMETERS SHALL BE BASED ON THE SMALLER DIAMETER. BAR SPLICES MAY ALSO BE MADE BY WELDING IN ACCORDANCE WITH AWS D1.4 WELDING CODE. WHERE REINFORCING BARS CANNOT BE DEVELOPED DUE TO TO THE LIMITED EXTENT OF THE CONCRETE STRUCTURE, THE BARS SHALL EXTEND AS FAR AS POSSIBLE AND END IN STANDARD HOOKS. HOOKS ARE ACI 318 STANDARD UNLESS NOTED. LAP WELDED WIRE FABRIC 1 Y2 MESH MINIMUM. ANCHOR BOLTS ANCHOR BOLTS SHALL CONFORM TO ASTM A307 OR A36. (GALVANIZED UNLESS NOTED). EMBEDDED END TO HAVE SQUARE OR HEX HEAD OR 3 DIAMETER HOOK. MINIMUM EMBEDMENT SHALL BE 8 BOLT DIAMETERS. DRILLED -IN EXPANSION BOLTS EXPANSION BOLTS SHALL BE "KWIK BOLTS" BY HILTI CORP., OR APPROVED EQUAL. ICC CERTIFICATION IS REQUIRED. MINIMUM SPACING SHALL BE 12 BOLT DIAMETERS AND MINIMUM EDGE DISTANCE 6 BOLT DIAMETERS UNLESS NOTED OTHERWISE. MINIMUM EMBEDMENT IN STRUCTURAL CONCRETE SHALL BE 7 BOLT DIAMETERS. ADHESIVE ANCHORING SYSTEM REINFORCING BARS AND RODS ANCHORED INTO EXISTING CONCRETE SHALL BE IN DRILLED HOLE WITH HILT] "HVU" CAPSULE, OR SIKA "SIKADUR" EPDXY INJECTION GEL OR APPROVED EQUAL. [CC CERTIFICATION IS REQUIRED. MINIMUM EMBEDMENT IN STRUCTURAL CONCRETE SHALL BE 8 BOLT DIAMETERS. MINIMUM EDGE DISTANCE 6 BOLT DIAMETERS. REINFORCED CONCRETE MASONRY CONCRETE MASONRY UNITS (CMU) MASONRY UNITS SHALL BE HOLLOW LOAD - BEARING, GRADE N -1 CONFORMING TO ASTM SPECIFICATION C90 WITH fm = 1500psi. MORTAR AND GROUT MORTAR SHALL CONFORM TO THE REQUIREMENTS OF ASTM C270, TYPE S. MORTAR SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. MAXIMUM AGGREGATE SIZE SHALL BE % ", WITH SLUMP BETWEEN 8" AND 11 ". GROUT ALL BOND BEAMS, LINTELS AND VERTICAL CELLS CONTAINING REINFORCING STEEL. INSULATE ALL OTHER NON - REINFORCED CELLS OF EXTERIOR WALLS, UNLESS NOTED OTHERWISE. REINFORCING & EMBEDDED METALS REINFORCING STEEL SHALL BE PER ASTM A615, GRADE 60. LAP SPLICES SHALL BE PER TABLE SHOWN ON THIS PAGE. TYPICAL WALL REINFORCING, UNLESS NOTED OTHERWISE: VERTICAL: #5 @ 32" AND AT CORNERS, @ CENTERLINE OF WALL HORIZONTAL: #9 WIRE LADUR REINF (GALVANIZED) @ 16" OC OPENINGS: JAMBS- (1) #5 FULL HEIGHT OF WALL HEAD & SILL- (1) #5 EXTEND 2' -0" PAST OPENING SEE DRAWINGS FOR TOP OF WALL BOND BEAM & OTHER REINFORCING. ALL BARS & WIRES SHALL LAP AT CORNERS AND INTERSECTIONS. DO NOT WELD MASONRY REINFORCING STEEL. EMBEDDED ANCHOR BOLTS SHALL BE AS SPECIFIED ABOVE. POST INSTALLED ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS FOR MASONRY. BY DATE Drawn VS 11/2010 Reviewed 10110 Approved D,e 11 /N /lo SCALE: VARIES ONEINCH AS DRAWN File: SU1931018PA2- S2.DWG A. WA Sj�1AL AUBU� WASHINGTON STRUCTURAL & MISCELLANEOUS STEEL MATERIAL: STRUCTURAL SHAPES SHALL CONFORM TO ASTM A992 (A572/50). PLATES SHALL CONFORM TO ASTM A36. TUBES (HSS) SHALL CONFORM TO ASTM A500, GRADE B OR C. PIPES SHALL CONFORM TO ASTM A53, GRADE B. BOLTED CONNECTIONS: BOLTS SHALL CONFORM TO ASTM A325, BEARING TYPE N UNLESS NOTED. LIMITED SLIP BOLTS (WHERE NOTED) SHALL BE TENSIONED USING LOAD INDICATOR WASHERS INSTALLED PER MANUFACTURER'S INSTRUCTIONS OR BY TURN -OF -THE NUT METHOD. ALL CONNECTIONS NOT SPECIFICALLY DETAILED SHALL CONFORM TO THE FOLLOWING: A. BEAM END CONNECTIONS SHALL USE 2 VERTICAL ROWS OF BOLTS. B. MINIMUM THICKNESS OF GUSSET PLATES, BEAM END PLATES OR CONNECTION ANGLES SHALL BE 3/8 ". C. THE MINIMUM CONNECTION SHALL CONSIST OF 2 BOLTS. MACHINE BOLTS SHALL BE ASTM A307 AND SHALL BE PROVIDED WITH LOCK WASHERS UNDER NUTS OR SELF LOCKING NUTS. WELDING: ALL WELDING SHALL CONFORM TO AWS D1.1 WELDING CODE. MINIMUM SIZE WELDS 3/16" CONTINUOUS FILLET. ALL STEEL SHALL BE HOT DIP GALVANIZED AFTER FABRICATION UNLESS NOTED OTHERWISE. WOOD FRAMING LUMBER DOUGLAS FIR -LARCH #2 OR BETTER. EXPOSED TRIM & FRAMING TO BE #1 WESTERN RED CEDAR WHERE NOTED ON STRUCTURAL OR ARCHITECTURAL DRAWINGS. FASTENERS /CONNECTIONS PER 2006 IBC TABLE 2304.9.1 UNLESS NOTED. HARDWARE CALLOUTS ARE SIMPSON STRONG -TIE CO. (EQUIVALENT CONNECTORS OF OTHER MANUFACTURERS ARE ACCEPTABLE) FASTENERS FOR EXPOSED CONNECTIONS SHALL BE HOT - DIPPED GALVANIZED. SEE SPECIFICATIONS FOR WOOD STRUCTURAL PANELS. BAR SIZE CONCRETE fi c = 4,000 OR 5,000 PSI MASONRY fi'm =1,500 PSI #3 19" 16" #4 25" 21" #5 31" 26" #6 37" 43" #7 48" 60" #8 55" 92" #9 62" NA #10 69" NA MINIMUM LAP SPLICES UNLESS OTHERWISE DETAILED ON DRAWINGS STEEL REINFORCING LAP SCHEDULE PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington REVIEVIf-:D BY: DATE: / / -Ar -/0 Project Man 16"'onstructioil Manager n PROVIDE 304L BOTTOM OF SLAB I l STAINLESS STEEL SAF -T -NOTCH CARRIER SUPPORTS @ 10'4" OC ( RAIL AND LADDER MAX BENT BAR 2 "x1/4' RUNG CLAMPS. W/ Y2" SS EPDXY A.B. WWW.NORTHSAFETY.COM LADDER BAR 21/2'x3/$' RAILS %4" DIA BAR RUNGS @ 12" —� L,ADQE R 5"09.-[IS MCC0 -M Avom c usucT W lIT" PUMP p 1 too ---- -� 4 NOTE: FAB USING A304 STAINLESS STEEL. CITY OF AUBURN APPROVED SUBJECT TO FIELD INSPECTION DATE: 4 1 CIO BY: LADDER - DETAIL 1,Y =1' -0" BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 1.800.424.5555 WHITE RIVER STORM SEWER PUMP STATION MAINTENANCE AND REPAIR PROJECT STRUCTURAL NOTES ORAMANG NUMBER S2 PROJECT NUMBER CP0817 CONTRACT NUMBER 10 -17 SHEET OF Z O F- <C F- v7 CL I1J I.I.i O W w OD Q ABBREVIATIONS: PIPING SYSTEM HVAC DUCT IDENTIFICATION: PIPE AND FITTING SYMBOLS: VALVE SYMBOLS: AFF ABOVE FINISH FLOOR SYMBOL SERVICE 1 1. RECTANGULAR DUCT FLANGE 0 GATE VALVE AL ALUMINUM D DRAIN 24x16 2. DIMENSIONS IN INCHES 3. FIRST DIMENSION VISIBLE SIDE ASSY ASSEMBLY DISCH DISCHARGE YL ARV AIR RELEASE VALVE FLUSH WET WELL FLUSH PIPE MECHANICAL 061 BALL VALVE BF BUTTERFLY VALVE VENT WET WELL VENTILATION DUCT 1. ROUND DUCT BOD BOTTOM OF DUCT W1 POTABLE WATER 24 DIA 2. DIMENSIONS IN INCHES PUSH ON OR BELL AND BR BRINE SOLUTION CFM CUBIC FEET PER MINUTE W2 NON-POTABLE WATER SPIGOT GLOBE VALVE CISP CAST IRON SOIL PIPE WELDED CL CHLORINE, CLASS, CENTER LINE CLR CLEAR, CLEARANCE SUPPLY, RETURN, EXHAUST, OR TRANSFER CHECK VALVE CLS CHLORINE SOLUTION (HYPOCHLORITE) PIPING DESIGNATIONS: GRILLElREGISTER IDENTIFICATION: GROOVED COUPLING CO COUNTY, CLEANOUT NEEDLE VALVE COL COLUMN 22 "x22" EG (250) CONC CONCRETE NOMINAL SIZE PIPING SYSTEM _ FLEXIBLE COUPLING CONT CONTINUE, CONTINUOUS SOMETIMES SHOWN AIRFLOW IN ACFM CSBC CRUSHED SURFACING BASE COURSE WITHOUT BUBBLE FOR CONTROL VALVE 2" WRU D DEPTH, DENSITY, DRAIN, DRAINAGE DI CLARITY SPECIFICATION DESCRIPTION FLANGED COUPLING ADAPTER DP DIFFERENTIAL PRESSURE RECTANGULAR NECK E = ELECTRONICALLY ACTIVATED VALVE E EXISTING PIPE MATERIALT DIMENSIONS IN INCHES i M = MOTOR ACTIVATED VALVE EHG ELECTROLYTIC HYPOCHLORITE GENERATOR RUBBER EXPANSION JOINT S = SOLENOID ACTIVATED VALVE EL ELEVATION P = PNEUMATICALLY ACTIVATED VALVE ELEV ELEVATION EQUIPMENT DESIGNATIONS: SUPPLY DIFFUSER IDENTIFICATION: EW EACH WAY -- ��I- -- UNION EX EXISTING P-461 12" CD (240) FC FLEXIBLE CONNECTION — THREE -WAY VALVE FD FLOOR DRAIN AIRFLOW IN ACFM 90° SHORT RADIUS ELBOW FLG FLANGE, FLANGED SEQUENTIAL FRP FIBERGLASS REINFORCED PLASTIC SUB PROCESS SPECIFICATION DESCRIPTION PRESSURE REGULATING VALVE GA GAGE MAJOR PROCESS ROUND NECK DIA IN INCHES EQUIPMENT TYPE —FFJ BEND -UP OR TOWARDS GALV GALVANIZED (SEE G -04) GV GATE VALVE -- PLUG VALVE HDG HOT DIPPED GALVANIZED BEND -DOWN OR AWAY HTP HEAT PUMP HVAC SYMBOLS: HYD HYDRAULIC BUTTERFLY VALVE ID INSIDE DIAMETER DETAIL AND SECTION DESIGNATION REGISTER OR GRILLE (SUPPLY) TEE IE INVERT ELEVATION L LEFT DIAPHRAGM OR PINCH VALVE LI LEVEL INDICATOR LS LEVEL SWITCH INDICATES SECTION LETTER ° `` ,' CEILING DIFFUSER OR REGISTER O —40+— TEE -UP OR TOWARDS �— ° " ~- SUPPLY MAX MAXIMUM °; `� (SUPPLY) SWING CHECK VALVE MBR MEMBRANE BIOLOGICAL REACTOR A MIN MINIMUM, MINUTES TEE -DOWN OR AWAY MJ -R MECHANICAL JOINT - RESTRAINED CEILING REGISTER OR GRILLE (RETURN --K BALL CHECK VALVE N.C. NORMALLY CLOSED AND EXHAUST) NIC NOT IN CONTRACT SECTION APPEARS ON THE SAME DRAWING /SHEET �'I— WYE OR LATERAL N.O. NORMALLY OPEN INDICATES SECTION //`` NOM NOMINAL LETTER WALL REGISTER OR GRILLE (RETURN AND PRESSURE RELIEF VALVE NPT NATIONAL PIPE THREAD A rA A EXHAUST) OC ON CENTER 3 - 3 lip FLAP VALVE OPP OPPOSITE PERF PERFORATE, PERFORATED INDICATES DRAWING /SHEET INDICATES CROSS PI PRESSURE INDICATOR WHERE SECTION IS SHOWN DRAWING /SHEET 900 TAKE OFF AIR RELEASE VALVE PLCS PLACES WHERE SECTION SECTION APPEARS ON THE IS SHOWN PVC POLYVINYL CHLORIDE SAME DRAWING /SHEET REDUCER - CONCENTRIC (PLAN AND PW POTABLE WATER ELEVATION) R RIGHT, RADIUS FD i1--0 HOSE RACK WITH HOSE VALVE RG RETURN GRILL FIRE DAMPER REDUCER - ECCENTRIC ROW RIGHT OF WAY (ELEVATION) HOSE VALVE S SLOPE SCH SCHEDULE INDICATES DETAIL NUMBER NOT TO SCALE INDICATES SECTION LETTER SED SEDIMENTATION REDUCING FLANGE SF SUPPLY FAN pp FAN FD FLOOR DRAIN SG SLUICE GATE, SUPPLY GRILL DETAIL SECTION NOT TO SCALE SIM SIMILAR 1 A �I BLIND FLANGE SKT SOCKET THREAD FC CO CLEANOUT SL SLIP I FLEXIBLE CONNECTION —� CAP SOG SLAB ON GRADE STA STATION D ST STANDARD ST SQUARE SUPPLY DUCT (SECTION) - -�C PLUG SR STATE ROUTE, SUPPLY REGISTER SST STAINLESS STEEL SV SOLENOID VALVE INTAKE, RETURN, OR EXHAUST DUCT SW SOFTENED WATER (SECTION) SCREENING: GENERAL NOTES: T AND B TOP AND BOTTOM TI TEMPERATURE INDICATOR SCREENED ELEMENTS ON AREA MAPPING AND ON PROCESS AND 1. THIS IS A STANDARD LEGEND, THEREFORE NOT ALL OF THIS TM TURBIDITY MONITOR TO THERMOSTAT INSTRUMENTATION DRAWINGS REPRESENTS EXISTING FACILITIES OR INFORMATION MAY BE USED ON THIS PROJECT. CONTACT THE TOC TOP OF CONCRETE, TOP OF CURB ELEVATIONS. ENGINEER FOR SYMBOLS, LEGENDS AND ABBREVIATIONS NOT LISTED. EACH DISCIPLINE HAS A SPECIFIC LEGEND. TOD TOP OF DUCT (200) 200 ACFM (AIRFLOW AT JOBSITE TOW TOP OF WALL ALTITUDE) SCREENED BACKGROUNDS ON OTHER DRAWINGS CAN REPRESENT 2. ( 1 ) REFERS TO KEY NOTES IDENTIFIED ON INDIVIDUAL SHEETS. EXISTING FACILITIES OR FACILITIES TO BE CONSTRUCTED UNDER THIS Lf TYP TYPICAL CONTRACT WHICH, IF DRAWN IN SOLID LINES, WOULD OBSCURE THE UH UNIT HEATER WALL LOUVER (SUPPLY OR EXHAUST) PARTICULAR DETAILS BEING SHOWN. CONSULT THE ENGINEER IF V VALVE, VENT, VOLT SCREENING OF ANY ELEMENTS IS NOT SELF EXPLANATORY. VIC VICTAULIC BURIED UTILITIES IN AREA DRAWING VTR VENT THROUGH ROOF PLEASE CALL BEFORE YOU DIG NUMBER W/ WITH 1.800.424.5555 M No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE REVIEWED BY: DATE: WHITE RIVER STORM SEWER PUMP STATION NUMBER — Drawn These drawings conform to the Reviewed KB 11/2010 � sP MAINTENANCE AND REPAIR PROJECT CP0817 z z Contractors construction records. I I l D !d am °� 1 �� CITY OF PUBLIC WORKS DEPARTMENT pie- I✓'"- Al CONTRACT O Approved p� H /it to o Project an r NUMBER Drawn By: Date SCALE: NO SCALE = a1►o 25 West Main Street MECHANICAL LEGEND AND ABBREVIATIONS 00 O�L Auburn Washington 10 -17 O � PARAMETiziX 10�20�3 "'�� �2103 '�' , U ONE INCH , ��,S�CISTER �1' WASHINGTON SHEET +0 Constr tion Inspeghon W � � � 1���!'� AS DRAWN S�o�rAL � onstructio Manager OF File: XSU1931018A3 -M1 UZ, � No. I Date 1 FAN 1784 1 TRANSITION DUCT CABINET ( 2 FUTURE BACKFLOW PREVENTER AND HOTBOX, NIC Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION z z �O v ° — w U These drawings conform to the Contractor's construction records. Drawn By: Date PARAMCTR�X to /2o13 Constr ion Inspect n UNIT HEATER SEE DETAIL 5, DRAWING NUMBER M5. HTR 1780 LOUVER 1 j�\ /`" iEffi VI / v n o - - D+--- BY I DATE Drawn KB 1112010 Reviewed ►1 ! 01 It) Approved pe I%/11/10 SCALE: VARIES ONE INCH AS DRAWN File: SU1931018PA3 -M2 ELECTRICAL ROOM LOUVER 2 d, o C><0 3 T -0" i A 1 " W2 SST 12" VENT SST O 21033 a� ISTEg�9 �ssIONAL E�1 1 V1121 1 1 V1221 1 t i WHITE RIVER PUMP STATION - PLAN 3/g " =1' -0" t rB 20 A 20 16" DISCH DI I tI I MATCH ELEVA WITH TOP OF DISCHARGE B1 PROJECT NOTES: 1. SEE ARCHITECTURAL ELEVATIONS, DRAWING A2, FOR LOUVER LOCATIONS. STEEL WARDROBE CABINET 36" WIDE, 78" TALL, 24" DEEP. HALLOWELL 855 -C -24 OR EQUAL. OINSTALL WATER PIPING AS SHOWN - PRESSURE TEST THEN DRAIN AND CAP EACH END. OUSE LINK SEAL FOR ALL WATER AND DRAIN PIPE PENETRATIONS THROUGH CONCRETE PER DETAIL 2, DRAWING NUMBER M5. OPROVIDE PORTABLE SAFETY NET SYSTEM (TOTAL OF 3) PER SPECIFICATION SECTION 13120. COMBINATION 4" D I I 2% SLOPE AIR/VACUUM CISP VALVE (TYP 3) I L - - - - - T V1321 \ � '`�. -tip - - - - -�►� '�- TERMINATE PIPE TO DRAIN INTO DISCHARGE BOX ROOF DRAIN - SECTION A NOT TO SCALE CITY OF PUBLIC WORKS DEPARTMENT AtiBURN 25 West Main Street Auburn, Washington WASHINGTON REVIEWED BY: DATE: Project Ma onstructi n Manager BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 1.800.424.5555 WHITE RIVER STORM SEWER PUMP STATION MAINTENANCE AND REPAIR PROJECT PUMP STATION PLAN DRAWING NUMBER M2 PROJECT NUMBER CP0817 CONTRACT NUMBER 10 -17 SHEET OF /yam z O H U) n 2 Z) W W ) c G ry O U) W W F- r oo CL U a %" DIAMETER HILT ADHESIVE ANCHO 2" SQUARE CUT W SEE STRUCTURAL SPECIFICATIONS M.. a N T I T fi ,,nn V I UNQ Ix U I\ 0 m0 STAINLESS STEEL PLATE - SEE SCHEDULE BELOW FOR THICKNESS. �, N 4 CV T DRILL TOP PLATE FOR FLANGE BOLTS. SIZE, NUMBER AND LOCATION l "O MATCH PIPE FLANGE PIPE SUPPORT - DETAIL NO SCALE O 45° �4 TYP SST ANCHOR BOLT, TYP OF 4 SEE SCHEDULE BELOW. USE EPDXY ADHESIVE TYPE ANCHOR BOLTS AT EXISTING CONCRETE WALLS. SIDE ELEVATION COMPONENT SCHEDULE 1/2" GROUT "A" DIMENISION PIPE SIZE g., (15" MAX SEE M THICKNESS DWGS) (INCHES) D . o. CV 4 Y4 3 TO 6 Y2 D 8 TO 12 5j 3/ Q 9 Y2 1 �/8 D 24 TO 30 1 3/4 N Q. 2/3 "A„ D PLAN VIEW %" DIAMETER HILT ADHESIVE ANCHO 2" SQUARE CUT W SEE STRUCTURAL SPECIFICATIONS M.. a N T I T fi ,,nn V I UNQ Ix U I\ 0 m0 STAINLESS STEEL PLATE - SEE SCHEDULE BELOW FOR THICKNESS. �, N 4 CV T DRILL TOP PLATE FOR FLANGE BOLTS. SIZE, NUMBER AND LOCATION l "O MATCH PIPE FLANGE PIPE SUPPORT - DETAIL NO SCALE O 45° �4 TYP SST ANCHOR BOLT, TYP OF 4 SEE SCHEDULE BELOW. USE EPDXY ADHESIVE TYPE ANCHOR BOLTS AT EXISTING CONCRETE WALLS. SIDE ELEVATION COMPONENT SCHEDULE COMPONENT SCHEDULE PLATE PIPE SIZE BOLT SIZE THICKNESS (INCHES) (INCHES) (INCHES) 2 & 2%2 % Y4 3 TO 6 Y2 3/ 8 TO 12 5j 3/ 14 TO 16 3/4 Y2 18 TO 20 �/8 % 24 TO 30 1 3/4 WALL MOUNTING BRACKET MANUFACTURED BY UNIT HEATER COMPANY TYPICAL OF 2 WELDED OR BOLTED TO UNIT HEIGHT ABOVE FLOOR AS PER SPECIFICATION SECTION 15760 UNIT HEATER - DETAIL 5 NO SCALE Y8 DRY SIDE OF WALL OR SLAB LINK TYPE WALL SEAL WIDTH AS REQ'D BY SEAL MFR TIGHTEN BOLTS FROM DRY SIDE OF WALL IF HOLE IS CORE DRILLED, SLEEVE MAY BE OMITTED BOLTS, NUTS, WASHERS, SHALL BE STAINLESS STEEL %4' THICK PLATE (MAY BE SQUARE PLATE W/ CENTER HOLE) CONCRETE WALL OR SLAB EARTH OR WATER SIDE OF WALL OR SLAB a POLYURETHANE SEALANT, 2 PART COMPOUND, MIN. THICKNESS %2' OR WIDTH WHERE WIDTH EXCEEDS 1" PIPE PASSING THROUGH WALL a= DRYPACK CONCRETE MORTAR TYPICAL SLEEVE CAST IN WALL. FABRICATE OF z_ SST PIPE WITH Y4" MIN. WALL THICKNESS. M PIPE PENETRATION - DETAIL 2 NO SCALE 0 D a. D . /— 2 SST EXP ANCHORS ACH CLAMP, SEE CHEDULE BELOW SHAPED STEEL TRAP FITTING, TYP, EE SCHEDULE BELOW PIPE HANGER FOR VERTICAL PIPE ONLY - DETAIL NO SCALE ! k M ANCHOR BOLTS SUCTION BELL 3/" 316L S CONE / 3�6 / SEAL w =14.ts '7 T FINISHED FLOOR 900. sPoXy 50NO9464 ACOSN7 I' $" 31 ssT R SECTION NOTES: 1. CENTERLINE SHALL MATCH CENTERLINE OF SUCTION BELL WITHIN % ". 2. REMOVE PORTION OF EXISTING SLAB AS REQUIRED. 3. MOUNT WITH %" SST EPDXY TYPE ANCHOR BOLTS W /SST LEVELING NUTS AND WASHER CUT BOLT F W/ TOP NUT AFTER POSITIONING AND LEVELING. SIZE L P BO TO ALL CEM6WTIOUS 0*7jo �-T YWl /10 -?0Xy $0t401V ICa A C-- ew 4. IN PLACE AFTER CENTERING BELOW SUCTION BELL AND LEVELING. come rious G Pww' WIEPDXy 10040' <--, Aeamkl -r 5. INSIDE OF CONE BEFORE INSTALLATION. SUCTION CONE - DETAIL 4 NO SCALE BURIED UTILITIES IN AREA DRAIMNG PLEASE CALL BEFORE YOU DIG NUMBER 1.800.424.5555 M5 No. Date ReVISIOn DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE REVIEWED BY: DATE: WHITE RIVER STORM SEWER PUMP STATION PROJECT NUMBER These drawings conform to the Drawn KB 11/2010 ��� S�PA� CP0817 Z o Contractor's construction records. AeYroved ,, 110 I© ��� �� �� CITY OF PUBLIC WORKS DEPARTMENT ,� ,�.._lo MAINTENANCE AND REPAIR PROJECT Approved Dry. !1 11 ►O x CONTRACT Drawn BY: Date SCALE: NOT TO SCALE t� �� 25 West Main Street Project ana r MECHANICAL DETAILS NUMBER CE: Auburn Washington j /! 10 -17 += PARAM�TRtX Id�Zot3 21033 4 0— v ONE INCH IST WASHINGTON Uj Construction Inspect�6n °���'GER� ' AS DRAWN SSroN�.L� nstructio Manager SHEET 21 File: xsU1931018A3 -M4 I I I OF 3 /Yl106o z O F- Q F- U) D N� ii W W 5) I..L O F- U) W W F- 2 r 00 O IM 0 COMPONENT SCHEDULE STRAP PIPE SIZE BOLT SIZE (WIDTH x THICKNESS (INCHES) (INCHES) (INCHES) 3TO6 % 2x%4 12 TO 16 %4 2%2x% PIPE HANGER FOR VERTICAL PIPE ONLY - DETAIL NO SCALE ! k M ANCHOR BOLTS SUCTION BELL 3/" 316L S CONE / 3�6 / SEAL w =14.ts '7 T FINISHED FLOOR 900. sPoXy 50NO9464 ACOSN7 I' $" 31 ssT R SECTION NOTES: 1. CENTERLINE SHALL MATCH CENTERLINE OF SUCTION BELL WITHIN % ". 2. REMOVE PORTION OF EXISTING SLAB AS REQUIRED. 3. MOUNT WITH %" SST EPDXY TYPE ANCHOR BOLTS W /SST LEVELING NUTS AND WASHER CUT BOLT F W/ TOP NUT AFTER POSITIONING AND LEVELING. SIZE L P BO TO ALL CEM6WTIOUS 0*7jo �-T YWl /10 -?0Xy $0t401V ICa A C-- ew 4. IN PLACE AFTER CENTERING BELOW SUCTION BELL AND LEVELING. come rious G Pww' WIEPDXy 10040' <--, Aeamkl -r 5. INSIDE OF CONE BEFORE INSTALLATION. SUCTION CONE - DETAIL 4 NO SCALE BURIED UTILITIES IN AREA DRAIMNG PLEASE CALL BEFORE YOU DIG NUMBER 1.800.424.5555 M5 No. Date ReVISIOn DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE REVIEWED BY: DATE: WHITE RIVER STORM SEWER PUMP STATION PROJECT NUMBER These drawings conform to the Drawn KB 11/2010 ��� S�PA� CP0817 Z o Contractor's construction records. AeYroved ,, 110 I© ��� �� �� CITY OF PUBLIC WORKS DEPARTMENT ,� ,�.._lo MAINTENANCE AND REPAIR PROJECT Approved Dry. !1 11 ►O x CONTRACT Drawn BY: Date SCALE: NOT TO SCALE t� �� 25 West Main Street Project ana r MECHANICAL DETAILS NUMBER CE: Auburn Washington j /! 10 -17 += PARAM�TRtX Id�Zot3 21033 4 0— v ONE INCH IST WASHINGTON Uj Construction Inspect�6n °���'GER� ' AS DRAWN SSroN�.L� nstructio Manager SHEET 21 File: xsU1931018A3 -M4 I I I OF 3 /Yl106o z O F- Q F- U) D N� ii W W 5) I..L O F- U) W W F- 2 r 00 O IM 0 � F on] o - a CIRCUIT BRKR AUX. CONTACT, FDR FEEDER PB CONDUIT RUN, BROKEN AND CLOSED WHEN BRKR IS CLOSED FLEX FLEXIBLE PBSW A AMMETER, AMPERES FLUOR FLUORESCENT PEC AC ALTERNATING CURRENT FREQ FREQUENCY PF A/D ANALOG TO DIGITAL FT FEET, FOOT pH ADJ ADJUSTABLE FU FUSE OPEN ON REACHING LIMIT AF AMPERE FRAME FLIT, (F) FUTURE PH AFD ADJUSTABLE FREQUENCY DRIVE FVNR FULL VOLTAGE, NON REVERSING PIOP AFF ABOVE FINISH FLOOR FVR FULL VOLTAGE, REVERSING PLC AIC AMPERES INTERRUPTING CAPACITY FWD FORWARD CLOSE AL ALUMINUM GA GAUGE PMR ALT ALTERNATOR GALV GALVANIZED PNL AMP AMPERES GEN GENERATOR PNLBD ANN ANNUNICATOR GFI GROUND FAULT INTERRUPTER POSN APPROX APPROXIMATE GND GROUND PRI AR ALARM RELAY GRS GALVANIZED RIGID STEEL PS AS AMMETER SWITCH In HYDROGEN PEROXIDE PSI AT AMMETER TRIP HH HANDHOLE PVC ATS AUTOMATIC TRANSFER SWITCH HOA HAND- OFF - AUTOMATIC PWR AUTO AUTOMATIC HOI HOIST (R) AUX AUXILIARY HOR HAND - OFF - REMOTE RCPT AWG AMERICAN WIRE GAGE HORIZ HORIZONTAL RCT a CIRCUIT BRKR AUX. CONTACT, HP HORSEPOWER REQD b CLOSED WHEN BRKR IS OPEN HIPS HIGH PRESSURE SODIUM RM BCG BARE COPPER GROUND HTR HEATER RPM BLDG BUILDING HV HIGH VOLTAGE RT CONDUIT HZ HERTZ (CYCLES PER SECOND) SCR CAB CABINET IND LT INDICATING LIGHT SMOKE DETECTOR CAP CAPACITOR INCAND INCANDESCENT SD CB CIRCUIT BREAKER INSTR INSTRUMENT, INSTRUMENTATION SEC CC CONTROL CABLE, CLOSING COIL 1/0 INPUT /OUTPUT SECT CHH COMMUNICATION HANDHOLE ISB INTRINSIC SAFETY BARRIER SF CC CLARIFIER CONSOLE ISR INTRINSIC SAFETY RELAY SH CL CHLORINE JB JUNCTION BOX SIG CKT CIRCUIT KA KILOAMPERES SN CMH COMMUNICATION MANHOLE KCMIL THOUSANDS OF CIRCULAR MILS SPD CO CONDUIT ONLY KV KILOVOLTS SPEC COMM COMMUNICATION KVA KILOVOLT AMPERES SPDT COND CONDUCTOR KVAR KILOVOLT AMPERES REACTIVE SS CONT CONTINUED, CONTINUATION KVARH KILOVOLT AMPERES REACTIVE SW CPT CONTROL POWER TRANSFORMER HOURS SWBD CP CONTROL PANEL KW KILOWATTS SWGR CR CONTROL RELAY KWH KILOWATT HOURS SYNC CS CONTROL STATION LCS LOCAL CONTROL STATION TB CT CURRENT TRANSFORMER LTG LIGHTING TC DB DIRECT BURIAL LTS LIGHTS TEL DC DIRECT CURRENT LP LIGHTING PANEL TEMP DIA DIAMETER (M) MODIFIED TERM DIAG DIAGRAM mA MILLIAMPERES TO DISC DISCONNECT MAX MAXIMUM TOA DISTR DISTRIBUTION MCB MAIN CIRCUIT BREAKER TR DN DOWN MCC MOTOR CONTROL CENTER TS DP DISTRIBUTION PANEL MCP MOTOR CIRCUIT PROTECTION TST DPDT DOUBLE POLE, DOUBLE THROW OR MAIN CONTROL PANEL TSP DPST DOUBLE POLE, SINGLE THROW MFR MANUFACTURER TYP DS DISCONNECT SWITCH MH MANHOLE UGND DWG DRAWING MIN MINIMUM UH (E) EXISTING MISC MISCELLANEOUS LION EA EACH MOV MOTOR OPERATED VALVE EF EXHAUST FAN MS MOTOR STARTER VSA EHH ELECTRICAL HANDHOLE MTD MOUNTED VAR EL ELEVATION MTG MOUNTING VERT ELEC ELECTRIC, ELECTRICAL MTS MANUAL TRANSFER SWITCH VH ELEM ELEMENTARY (N) NEW VS EMERG EMERGENCY NC NORMALLY CLOSED W ENCL ENCLOSURE NEMA NATIONAL ELECTRICAL WH EFFL EFFLUENT MANUFACTURER'S ASSOC. WHDM EQ EQUAL NEUT NEUTRAL WP EQPT EQUIPMENT NIC NOT IN CONTRACT WR ETM ELAPSED TIME METER NO NORMALLY OPEN, NUMBER WT FA FLOAT ALARM NTS NOT TO SCALE WWR FACP FIRE ALARM CONTROL PANEL OCP OZONE CONTROL PANEL XFMR OH OVERHEAD OT OVER TEMPERATURE OVLD THERMAL OVERLOAD RELAY GENERAL NOTES G1 THESE DRAWINGS ARE DIAGRAMMATIC ONLY; EXACT LOCATIONS OF ELECTRICAL EQUIPMENT SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. THE INSTALLATION OF ALL EQUIPMENT SHOWN ON THESE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE LATEST EDITIONS OF ALL APPLICABLE CODES AND UTILITY COMPANY STANDARDS. CONTACT THE UTILITY COMPANY REPRESENTATIVES AND VERIFY THEIR REQUIREMENTS. G2 THIS IS A GENERALIZED LEGEND SHEET. THIS CONTRACT MAY NOT USE ALL INFORMATION SHOWN. No. I Date G3 NOTIFY THE ENGINEER IMMEDIATELY IF CONFLICTS IN EQUIPMENT LOCATIONS ARE DISCOVERED OR IF PROBLEMS ARISE DUE TO FIELD CONDITIONS, LACK OF INFORMATION OR ANY OTHER REASON. G4 INFORMATION SHOWN MAY NOT BE ALL INCLUSIVE. SEE ALSO ANSI C37.2, Y1.1, Y32.2, AND Y32.9. G5 VERIFY ALL COLOR REQUIREMENTS BEFORE ORDERING MATERIALS. G6 REFER TO THE MECHANICAL DRAWINGS FOR CERTAIN CONTROL DIAGRAMS AND EXACT LOCATIONS OF MECHANICAL EQUIPMENT AND FOR CERTAIN CONNECTIONS TO BE MADE TO ELECTRICAL CIRCUITS. PULLBOX PUSHBUTTON SWITCH PHOTOELECTRIC CELL POWER FACTOR MEASURE OF ACIDITY OR ALKALINITY PHASE PLC 1/0 PANEL PROGRAMMABLE LOGIC CONTROLLER PHASE MONITOR RELAY PANEL PANELBOARD POSITION PRIMARY PRESSURE SWITCH POUNDS PER SQUARE INCH POLYVINYL CHLORIDE POWER RELOCATED RECEPTACLE REPEAT CYCLE TIMER REQUIRED ROOM REVOLUTIONS PER MINUTE RESET TIMER SILICON CONTROLLED RECTIFIER SMOKE DETECTOR SECONDS,SECONDARY SECTION SUPPLY FAN SHEET SIGNAL SOLID NEUTRAL SURGE PROTECTIVE DEVICE SPECIFICATION SINGLE POLE, DOUBLE THROW STAINLESS STEEL SWITCH SWITCHBOARD SWITCHGEAR SYNCHRONIZING TERMINAL BOX TELEPHONE CABINET TELEPHONE TEMPERATURE TERMINAL TIMED OPENING TEST - OFF - AUTOMATIC TRANSFORMER TELEPHONE SERVICE TWISTED SHIELDED TRIADS TWISTED SHIELDED PAIR TYPICAL UNDERGROUND UNIT HEATER UNLESS OTHERWISE NOTED VOLTS VOLT - AMPERES VOLT AMPERES REACTIVE VERTICAL VAR -HOUR VOLTMETER SWITCH WIRE, WATTS WATTHOUR METER WATTHOUR DEMAND METER WEATHERPROOF WEATHER RESISTANT WATERTIGHT WASHWATER RECOVERY TRANSFORMER G7 ITEMS SHOWN IN 2 TONE (SCREENED) ARE EXISTING OR SUPPLIED BY OTHERS. PLAN SYMBOLS SINGLE LINE SYMBOLS P OVERHEAD POWER LINE (a,b) SINGLE POLE SWITCH GROUND CONNECTION * * (SEE NOTES P2 & P3) UNDERGROUND DIRECT BURIAL 2 = 2 POLE, SWITCH, 3 POLE EXCEPT WHERE CABLE 3 = 3 WAY, RATING IN AMPERES AS NOTED (NOTE NOTED. UNDERGROUND DUCT LINE 4 = 4 WAY, F� (CONC. ENCASEMENT) K = KEY OPERATED TRANSFER SWITCH WP = WEATHERPROOF LO _J 3 POLE, RATING AS NOTED D = DIMMER P = SWITCH WITH PILOT LIGHT ST SHUNT TRIP UNDERGROUND DIRECT BURIAL M = HP RATED, LOCKABLE CONDUITS Ell FUSE O a,b FLUORESCENT FIXTURE CONDUIT CONCEALED IN WALL (SEE NOTES P2 & P3) OR CEILING -0 FUSE CUTOUT CONDUIT CONCEALED IN ' �.�C �..0 WALL /CEILING MOUNTED FIXTURE OMCP O O,,AF O CIRCUIT BREAKER, 3 POLE EXCEPT WHERE NOTED. FLOOR OOAT OOOAT RATING IN AMPERES AS NOTED. IF TWO RATINGS o- POLE MOUNTED FIXTURE APPEAR (EG. 100/625) THEN DEVICE IS MCP; EXPOSED CONDUIT NUMERATOR IS CONTINUOUS CURRENT RATING & ich WALL/CEILING MOUNTED EXIT DENOMINATOR IS INSTANTANEOUS TRIP SETTING. CALLOUT INDICATING CONDUIT LIGHT - DIRECTIONAL ARROW %" C -3#12 SIZE, NUMBER OF WIRES AND WHERE INDICATED, SHADED AREA WIRE SIZE INDICATES ILLUMINATED FACE POWER CIRCUIT BREAKER CALLOUT INDICATING CONDUIT ��� DRAWOUT ABOVE 1500V RATING AS NOTED #❑ POLE MOUNTED FIXTURE P101 PER SCHEDULE NUMBER —* �-- �--��+ SURGE ARRESTER CONDUIT RUN, HATCH MARKS # LIGHT FIXTURE CALLOUTS INDICATE NUMBER OF �1 CURRENT TRANSFORMER CONDUCTORS, SEE SPECIFICATION 16500 PE PHOTO ELECTRIC CELL - VOLTAGE TRANSFORMER HOME RUN TO PANELBOARD OR AS INDICATED EMERGENCY LIGHT WITH SELF POWER OR DISTRIBUTION TRANSFORMER CONTAINED BATTERY ryTn RATING AS NOTED PLAN SYMBOL NOTES P1 CONDUIT SIZE AND FILL SHALL BE AS INDICATED. WHERE NO SIZE IS SHOWN, THE CONDUIT SHALL BE SIZED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY THE AUTHORITY HAVING CODE ENFORCEMENT JURISDICTION. PROVIDE 3/16 INCH NYLON PULL ROPE IN EACH EMPTY CONDUIT. P2 LOWER CASE LETTERS ADJACENT TO A SWITCH OR LIGHT FIXTURE INDICATE A SWITCHED CIRCUIT AND IDENTIFY THE FIXTURE /SWITCH COMBINATIONS. FOR FOUR LAMP FLUORESCENT FIXTURES WIRED IN PAIRS WITHIN EACH FIXTURE, THE "a" SWITCH CONTROLS THE OUTER LAMPS AND THE "b" SWITCH CONTROLS THE INNER LAMPS. WIRE 3 LAMP FIXTURES SIMILARLY. Revision FLEXIBLE CONDUIT TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION CLOD PUSHBUTTON, BY I CONDUIT RUN, BROKEN AND Drawn SINGLE RECEPTACLE, 120V 11/2010 CONTINUED SAME SHEET OR O z z O o U o � W v These drawings conform to the Contractor's construction records. Drawn By: Date PJSWNMCT P 101Z©�3 Reviewed AS NOTED �d SINGLE RECEPTACLE, 208V/240V Approved CONDUIT WITH SEAL FITTING CKT SCALE: NO SCALE Lp INCH TEMPERATURE DUPLEX WALL RECEPTACLE, 120V Constr tion Inspection 6 CAP ON CONDUIT STUB CLOSE ON REACHING LIMIT WP = WEATHERPROOF File: SU1931018PUA3 -E01 OPEN ON REACHING LIMIT G = GROUNDED SYMBOL OPEN CIRCLE DENOTES OPEN TO CLOSED IG = ISOLATED GROUND O� O �'` UPWARD CONDUIT RISER DELAYED GF = GROUND FAULT SOLID CIRCLE DENOTES INSTANTANEOUS INTERRUPTER (O DOWNWARD CONDUIT RISER INSTANTANEOUS DELAYED W CLOSE DELAYED DUPLEX FLOOR RECEPTACLE, GROUNDING ELECTRODE 120V -G-G- CONDUCTOR, DIRECT BURIED MULTI- OUTLET ASSEMBLY WITH INDICATES REMOVAL LI SINGLE RECEPTACLE, 120V X SPACING (X INCHES) AS NOTED SURFACE MOUNTED MOUNTING HEIGHT AS NOTED PANELBOARD O THERMOSTAT � SPECIAL PURPOSE WALL RECEPTACLE, RATING AS NOTED R LOCAL CONTROL STATION ❑ CEILING FUNCCTI W BOXES 30A(F -20A) 1=1 1 CONTROL STATION W /SAFETY ") SWITCH (SEE NOTE P4) = WALL TELEPHONE OUTLET ( +12 U EQUIPMENT MOUNTING STAND T WALL TELEPHONE OUTLET ( +60 ") () �D MOTOR a FLOOR TELEPHONE OUTLET 3OA(F -20A) SAFETY SWITCH (SEE NOTE P4) CONSTRUCTION NOTE SPECIFIC TO ITEM /AREA 30A(F -20A) � COMBINATION MOTOR STARTER AND SAFETY SWITCH (SEE SH COMBINATION SMOKE /HEAT NOTE P4) DETECTOR S MS MANUAL MOTOR STARTER H HEAT DETECTOR Q GROUND ROD AND BOX S SMOKE DETECTOR G� GROUNDING CONDUCTOR ELL END OF LINE RESISTOR FRCP FIRE ALARM CONTROL PANEL ❑ ❑ MANHOLE OR HANDHOLE MH HH COMPUTER NETWORK JACK EQUIPMENT FLOOD LIGHT ® INSTRUMENT ARROW INDICATING AIMING DIRECTION XX –XXX 1 EQUIPMENT /INSTRUMENT ID # 0_ CONDUIT TURNING UP 40— CONDUIT TURNING DOWN PLAN SYMBOL NOTES P1 CONDUIT SIZE AND FILL SHALL BE AS INDICATED. WHERE NO SIZE IS SHOWN, THE CONDUIT SHALL BE SIZED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY THE AUTHORITY HAVING CODE ENFORCEMENT JURISDICTION. PROVIDE 3/16 INCH NYLON PULL ROPE IN EACH EMPTY CONDUIT. P2 LOWER CASE LETTERS ADJACENT TO A SWITCH OR LIGHT FIXTURE INDICATE A SWITCHED CIRCUIT AND IDENTIFY THE FIXTURE /SWITCH COMBINATIONS. FOR FOUR LAMP FLUORESCENT FIXTURES WIRED IN PAIRS WITHIN EACH FIXTURE, THE "a" SWITCH CONTROLS THE OUTER LAMPS AND THE "b" SWITCH CONTROLS THE INNER LAMPS. WIRE 3 LAMP FIXTURES SIMILARLY. Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION CLOD PUSHBUTTON, BY I DATE Drawn DP 11/2010 FLOW O z z O o U o � W v These drawings conform to the Contractor's construction records. Drawn By: Date PJSWNMCT P 101Z©�3 Reviewed LEVEL �d Approved PRESSURE It 11 /to SCALE: NO SCALE Lp INCH TEMPERATURE LIMIT SWITCHES Constr tion Inspection 6 CLOSE ON REACHING LIMIT LS 0-cm File: SU1931018PUA3 -E01 4,O R Wood of W4 � 24717 isTE�'� �'SSIONAL ���5 P3 NUMBERS ADJACENT TO A LIGHT FIXTURE OR RECEPTACLE INDICATE THE LIGHTING PANEL BRANCH CIRCUIT FEEDING THE DEVICE. P4 NUMBER INDICATES THE AMPERAGE RATING OF THE SWITCH. IDENTIFIERS IN PARENTHESIS INDICATE THAT THE SWITCH IS PROVIDED WITH FUSES AND THE AMPERAGE RATING OF THE FUSE(S). CITY WASHINGTON 7.5 EQUIPMENT NAME EQUIPMENT ID # G 1* * AS FS] M 0 -i F VFD VFD ID ### �4 MOTOR. NUMBER INDICATES HORSEPOWER GENERATOR CONTROL PACKAGE PROVIDED WITH THE DRIVEN EQUIPMENT BUS STAB ON MCC OR SWITCHGEAR, CORD & PLUG CONNECTION FOR MOTORS THERMAL OVERLOAD * A - AMMETER V - VOLTMETER WH - WATTHOUR METER GS - GROUND FAULT SENSOR AMMETER SWITCH VOLTMETER SWITCH ELEMENTARY DIAGRAM NUMBER KIRK KEY INTERLOCK POWER RECEPTACLE FOR PORTABLE EQUIPMENT RELAY DEVICE FUNCTION, # PER ANSI NUMBER C37.2 TERMINATOR/POTHEAD SPLICE, TERMINATION MOTOR STARTER. NUMBER INDICATES NEMA SIZE * (NONE) FULL VOLTAGE NONREVERSING A = AUTOTRANSFORMER REDUCED VOLTAGE SS= SOLID STATE -2S = TWO SPEED CAPACITOR - KVAR INDICATED VACUUM BREAK SWITCH VARIABLE FREQUENCY DRIVE VARIABLE FREQUENCY DRIVE WITH BYPASS CONTACTOR, CONTACTOR NEMA SIZE AS INDICATED PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington LOOP WIRING/ELEMENTARY DIAGRAM SYMBOLS ® FUSE. RATING IN AMPERES 0- BUS STAB ON MCC, CORD & PLUG CONNECTION FOR MOTORS M MOTOR THERMAL OVERLOAD ETM 6 BUZZER GR1 �o� OPEN CLOSED ELAPSED TIME METER CONTROL DEVICE COIL. PREFIX NUMBER, WHEN USED, DISTINGUISHES BETWEEN DEVICES OF THE SAME TYPE. AL - ALTERNATOR ALR - ALTERNATOR RELAY AR - ALARM RELAY CR - CONTROL RELAY FA - FLOAT ALARM LAC - LAG CALL RELAY LEC - LEAD CALL RELAY MS - MOTOR STARTER TD - TIME DELAY RELAY TR - TIMER, ALTERNATING INDICATING LIGHT INDICATING LIGHT COLORS: A - AMBER B - BLUE C - CLEAR G - GREEN R - RED N - NEON W - WHITE Y - YELLOW TERMINAL 0-1-.? Or SWITCH OPEN CLOD PUSHBUTTON, O �1 O O CIRCUIT BREAKER O— O- 0 H A + �O i a-'-a H 0 R Y ' DTO 0 SWITCH MULTI - POSITION SELECTOR SWITCH HAND - OFF - AUTOMATIC SWITCH HAND- OFF - REMOTE SWITCH CONTROL POWER TRANSFORMER 120 VAC ISR INTRINSICALLY SAFE RELAY OPEN CLOSED 11 4' CONTACT HORN ry oo CL BELL SENSING SWITCHES CLOSE ON SENSED VARIABLE U �1 O O CIRCUIT BREAKER 20A FLOW 3P HORN ry oo CL BELL ELEMENTARY DIAGRAMS E1 UNDERLINED WORDS SHOWN AT A PUSHBUTTON, LIGHT, SELECTOR SWITCH, ETC. INDICATE THE LEGEND PLATE REQUIREMENT FOR THAT PARTICULAR DEVICE. ANY ADDITIONAL NAMEPLATES ARE INDICATED ON ELEVATIONS WITH THE REQUIRED NAMEPLATE INSCRIPTIONS. E2 "NORMAL" STATUS OF SWITCHES OR CONTACTS IS THE SHELF POSITION. E3 NUMBERS AND LETTERS IDENTIFY DEVICE. PLC -DI� 1/0 POINT WITHIN VFD OR PLC ® ® D OR A = DISCRETE OR ANALOG LI OR O = INPUT OR OUTPUT BURIED UTILITIES IN AREA DRAWING PLEASE CALL BEFORE YOU DIG NUMBER 1.800.424.5555 El PROJECT REVIEWED BY: DATE: WHITE RIVER STORM SEWER PUMP STATION NUMBER ��_� f.�o MAINTENANCE AND REPAIR PROJECT CP0817 Project Mana CONTRACT ELECTRICAL LEGEND AND ABBREVIATIONS NUMBER 10 -17 SHEET 2'9 onstructio Manager OF �1 A/d z O Q C� G a. W LLI O LLI LLJ r O U SENSING SWITCHES CLOSE ON SENSED VARIABLE RISING FALLING FLOW wo 06 LEVEL O 0z PRESSURE O �� TEMPERATURE LIMIT SWITCHES LS �0 CLOSE ON REACHING LIMIT LS 0-cm OPEN ON REACHING LIMIT TIMED CONTACTS SYMBOL NORMA OPEN TO CLOSED CLOSED TO OPEN O� O �'` OPEN DELAYED INSTANTANEOUS CLOSE INSTANTANEOUS DELAYED (O OPEN INSTANTANEOUS DELAYED W CLOSE DELAYED INSTANTANEOUS ELEMENTARY DIAGRAMS E1 UNDERLINED WORDS SHOWN AT A PUSHBUTTON, LIGHT, SELECTOR SWITCH, ETC. INDICATE THE LEGEND PLATE REQUIREMENT FOR THAT PARTICULAR DEVICE. ANY ADDITIONAL NAMEPLATES ARE INDICATED ON ELEVATIONS WITH THE REQUIRED NAMEPLATE INSCRIPTIONS. E2 "NORMAL" STATUS OF SWITCHES OR CONTACTS IS THE SHELF POSITION. E3 NUMBERS AND LETTERS IDENTIFY DEVICE. PLC -DI� 1/0 POINT WITHIN VFD OR PLC ® ® D OR A = DISCRETE OR ANALOG LI OR O = INPUT OR OUTPUT BURIED UTILITIES IN AREA DRAWING PLEASE CALL BEFORE YOU DIG NUMBER 1.800.424.5555 El PROJECT REVIEWED BY: DATE: WHITE RIVER STORM SEWER PUMP STATION NUMBER ��_� f.�o MAINTENANCE AND REPAIR PROJECT CP0817 Project Mana CONTRACT ELECTRICAL LEGEND AND ABBREVIATIONS NUMBER 10 -17 SHEET 2'9 onstructio Manager OF �1 A/d z O Q C� G a. W LLI O LLI LLJ r O U z KEY NOTES: 0 - F— 1 NEC CLASSIFIED AREA -CLASS 11 DIVISION 2, GROUP D LOCATION INSIDE WET WELL AND STAIR WELL #4/0 COPPER GROUND RING BURIED 30" BELOW � FINISHED GRADE, USE #2 /0 AWG BARE COPPER GROUNDING ELECTRODE CONDUCTOR CONNECTION TO GENERATOR FRAME _. AND MAIN CIRCUIT BREAKER. FOR FOUNDATIONAL REBAR USE #4>0 GROUNDING CONDUCTOR. -- L.1.1 PVG 80 CONDUIT UNDER DRIVEWAY. 1 , t EXISTING CONCRETE FLOOR WILL NOT BE W - DEMOLISHED. COORDINATE LOCATION OF CONDUIT r STUB -UPS WITH EQUIPMENT SUBMITTALS FOR ATS, MCC, MCB, RTU, GENNS APLAT OTHER ON. SAW CUT, CORE DEVICES PRIOR TO - PE'BES:F j DRILL, AND REPAIR CONCRETE FLOOR AS REQUIRED FOR CONDUIT INSTALLATION PER CONTRACTOR'S }-- o° DISCRETION. BOND ALL PIECES OF ROOF TOP METAL COPING USING #10 AWG GROUNDING CONDUCTOR. ROUTE TO 1 SYSTEM GROUND CONDUCTOR USING 314" PV �_ W CONDUIT LOCATE ON SOUTHERN ELEVATION NEXT TO DOWNSPOUT. EXCAVATE FOR NEW SERVICE CONDUITS PER PSE REQUIREMENTS, SEE PSE ELECTRIC SERVICE HANDBOOK. =x f NEC CLASS 1 DIVISION 2 GROUP D LOCATION EXTENDS f r 36" RADIALLY FROM EDGE OF EXHAUST DUCT. BOND GATES AND GATE POSTS PER DETAIL 6 r ON DRAWING E3. TYPICAL P131 g DIRECT ENGINE EXHAUST PIPE EXTENSION TO WEST. Q - -- TEL>EPNoNE HAND HOLE ` SOUND WALL _ G--- G---- G--" —G G '_ ""G--- G--- G--- G'= �-G- --- -Q ----G —G G • X _ g AB \ 5101 4 '�'k"k k '}' '�i t'�'�"�'��'� �}'�� �ft�'-}�- ta1�kt- 1r -4!-� ++ �4- 4+��rNr��r1e-�f -k �4- �i�= k}�4�}�r -fir 4'kA �t' �t���c''t'k 3 k �"1�"�t� "� F NOTES: X t9 THE WET WELL is CLASSIFIED AS A WET AND P105 _ ._ P105 .._ .... �.._.......... _. _ -_ ! _. __. —_ - CORROSIVE LOCATION. CT1900 4fl1 � .. P109 do Y ' 2. REFERENCE DRAWINGS M1, M2, M3, AND M4 FOR 0 MTS1906 X101 4. EQUIPMENT LOCATIONS WITHIN WET WELL. 3. SEE SHEET E3 FOR CONDUIT TRANSITION DETAILS. GEN1904 _ m (� -_ _w_ _ _ __.. , P - -- 1 � � ' r- -____ ♦ _ rR , ah -.. �� . J "'" ._per.._ �7 P101 �♦ � a ATS190 5 3 i ♦ � � `' 6 i �. ♦ 3 G-- -G-- -G G--- G---G G ---- -G : I I MCB19fl2 � AtR INTAKE END t BOND FEN CE Q O -_ ♦ POSTS PER ♦ RADIATOR DETAIL 7 ON 6) DRAWING _ O �♦ EXHAUST END -Fyp CAL E3. i _ 3 � I I F T\ P P P WET WELL ♦ `♦ 7 i UTILITY ♦ A i TRANSFORMER � BOND CHAIN LINK MESH PER DETAIL 8 _ _� z. 0 5 10 15 ON DRAWING E3. TYPICAL G G G�_G�— �_G G---- G- --- G----- G--- G- - G---- G —G--- G— G---- G--- G---- G--- G-- -G--� . G —G —G ; � �--- _.___�.___._i GRAPHIC SCALE • G G _ __� - _ .,...- - f' BURIED UTILITIES IN AREA DRAWING WHITE RIVE ; .__�. � � r= NUMBER � PLAN CALL BEFORE YOU DIG ��-� - 1.800.424.5555 E2 PROJECT W RITE RIVER STORM SEINER PUMP STATION NUMBER REVIEWED BY: DATE. CP�817 BY DATE MAINTENANCE AND REPAIR PROJECT C P081 T DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION R .WOO ��� ff''� 1p NUMBER No. Date Revision Drawn KB 1112010 �9 WAS 4 jj �� �� CITY OF PUBLIC WORKS DEPARTMENT project Ma r ELECTRICAL SITE PLAN 1p -17 These drawings conform to the Reviewed o �� ���o z z Contractor's construction records. Approved p� !t 11 t0 x 25 West Main Street �. � SHEET 2 10 f, 5' Auburn, Washington �,� IIIt t A of 34 Date SCALE: 1 nstruction Manager - - U Drawn By: o 24717� WASHINGTON 0 LL PARn•M�T��X tol2ol'S o�, �crsT�� �� ONE INCH �'sS7oNAL ��Cs O w Constr n inspectje��� `'L, AS DRAWN � r�a -�"t7 File: su1931018PUa3-Eo2 NEMA 4X ENCLOSURE STAINLESS STEEL TB1709 - DETAIL NOT TO SCALE GRS ABOVE GRADE UNLESS OTHERWISE SPECIFIED FINAL GRADE PLASTIC COATED GRS WITHIN 6" OF TRANSITION ABOVE AND BELOW GRADE l io R PVC 40 BELOW GRADE UNLESS OTHERWISE SPECIFIED ---\ PLASTIC COATED GRS SWEEP CONDUIT RISER - DETAIL NOT TO SCALE PROVIDE CORD G FLOAT 5,,.. , ... MANUAL TRANSFER SWITCH AND TERMINAL BOX DETAIL 2 NOT TO SCALE TRANSITION TO STAINLESS STEEL CONDUIT AT LEAST 12" PRIOR TO kSSIFIED ENTRY INTO WET WELL EA 0 CV g STAINLESS STEEL CONDUIT o AND FITTINGS WITHIN 9 CLASSIFIED AREA CONDUIT SEAL OFF - DETAIL 5 NOT TO SCALE No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE Drawn DP 11/2010 (D Zzz oU o These drawings conform to the Contractor's construction records. Drawn By: Date PAP.XMETMIX IftIto s Reviewed Approved �I �� 16 SCALE: NO SCALE ONE INCH L AS DRAWN W U Constra tion Inspe on File: SU1931018PUA3 -E04 4� R WOO �' pF WAS�r j �y AN Q) o � .r 24717 '�' �GISTEg�9 �SS10NAL c FINAL GRADE WARNING TAPE "BURIED ELECTRIC LINE BELOW" BACKFILL (NO ROCKS OVER V DIA) CONDUIT TRENCH - DETAIL 3 NOT TO SCALE " GATE POST UNTINNED BRAID KEY NOTES: MAINTAIN 6" MINIMUM SEPARATION FROM ALL OTHER CONDUITS. OTB1709 IS INTENDED FOR USE ONLY WITH INTRINSICALLY SAFE WET WELL FLOAT SWITCHES. PUGET SOUND CT MAIN CIRCUIT GENERATOR ENERGY SERVICE ENCLOSURE BREAKER ATS MTS BREAKER STANDBY GENERATOR REBAR — TO PORTABLE GENERATOR GENERATOR AND TRANSFER SWITCH TERMINAL BOX CONNECTION DIAGRAM CU CONNECTOR #6-4 TO #6 A x BARB WIRE _x _x x x _x _x x x _x _x x x EVERDUR CAP SCREW, 3/8X1 4" FENCE EVERDUR LOCK WASHER, 3/8 CORNER POST COPPER BOLTED LUG, #2-4/0 CHAIN LINK EVERDUR CAP SCREW, 3/8X1 GATE EVERDUR LOCK WASHER, 3/8 COPPER BOLTED LUG, #2-410 CHAIN LINK FENCE 0 -.,------FINISHED STATION T A -- FINISHED STATION GRADE GRADE 4/0 BARE COPPER 4/0 BARE COPPER GATE POST GROUNDING - DETAIL NOT TO SCALE FENCE POST GROUNDING - DETAIL CITY OF PUBLIC WORKS DEPARTMENT Atf BURN 25 West Main Street Auburn, Washington WASHINGTON NOT TO SCALE REVIEWED BY: DATE: Project Man 4C.4-c tj edinstructiod Manager NYLON CABLE TIE SOLID BARE COPPER WIRE, #6 WEAVE WIRE THROUGH CHAIN LINK MESH U CONNECTOR, #6-4 TO 5 FOR 4/0. =1NISHED STATION 3RADE BARE COPPER FENCE MESH GROUNDING - DETAIL NOT TO SCALE BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 1.800.424,5555 WHITE RIVER STORM SEWER PUMP STATION MAINTENANCE AND REPAIR PROJECT ELECTRICAL SECTIONS AND DETAILS DRAWING NUMBER E3 PROJECT NUMBER CP0817 CONTRACT NUMBER 10 -17 SHEET 2 OF I" n 4^AA_00% z 0 Q U) d. G D n W W W U) 2 ry 0 U) W 11 W Z r 00 Q CL U 480Y/277V 3PH, 4W FROM PSE 400A x CT1900 AUTOMATIC TRANSFER SWITCH ATS1903 i I 1 ' I I 1 400/3 1 i-__J I I MCB1902 i WH i J MET1901 MCC1905 -- -- -- - - -- ------ ------ ------ -- -- -- -- ------ 48OV, 3PH, 3W, 600A, 42KA i 3013 15/3 TVSS POWER 12513 125/3 METER I i SPARE I I I i 125/3 MANUAL TRANSFER SWITCH MTS 1906 1 L 400A 30/3 15KVA, i 480- 2081120V TFR1950 i I I i -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- PBD1951 - -� ©11111111111!II� HTR 1780 PUMP VARIABLE FREQUENCY DRIVE VFD1910 PUMP 2 VARIABLE FREQUENCY DRIVE I VFD1920 PUMP 3 VARIABLE FREQUENCY DRIVE VFD1930 i150A i 50A i 50A i PUMP 1 MOTOR PUMP 2 MOTOR PUMP 3 MOTOR J DISCONNECT DISCONNECT DISCONNECT RCP1911 RCP1921 RCP1931 75 75 75 PUMP 1 PUMP 2 PUMP 3 MOTOR MOTOR MOTOR P1100 P1200 P1300 Revision I DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY I DATE Drawn DP 11/2010 Reviewed J_Q 1111m,110 Approved DR it /11 to SCALE: NO SCALE ONE INCH , AS DRAWN File: SU1931018PUA3 -E04 g4g.WOO �' pF WASI �y 24717 :IST"V SAL E� O G 400/3 50KW, 480V, 3PH, 4W GEN 1904 .1 PORTABLE GENERATOR � TERMINAL BOX L__ T61907 00A AUBURN WASHINGTON LOAD CALCULATIONS z z �O v OW U These drawings conform to the Contractor's construction records. Drawn By: Date PAMXtAe -M%X to /2o13 DEMAND DEMAND 0.9 PHASE CURRENT (AMP) LOAD TYPE Con ction Insp ion Eqpt No. MOTOR HP BY I DATE Drawn DP 11/2010 Reviewed J_Q 1111m,110 Approved DR it /11 to SCALE: NO SCALE ONE INCH , AS DRAWN File: SU1931018PUA3 -E04 g4g.WOO �' pF WASI �y 24717 :IST"V SAL E� O G 400/3 50KW, 480V, 3PH, 4W GEN 1904 .1 PORTABLE GENERATOR � TERMINAL BOX L__ T61907 00A AUBURN WASHINGTON LOAD CALCULATIONS PUMP STATION LOAD 0.7 CONN DEMAND DEMAND 0.9 PHASE CURRENT (AMP) LOAD TYPE CIRCUIT DESCRIPTION Eqpt No. MOTOR HP MOTOR NEC FLA KVA A B C M M M H E H L M R Storm Water Pump 1 Storm Water Pump 2 Storm Water Pump 3 Electrical Room Unit Heater Panelboard Loads Equipment Load HVAC Load Lighting Load Motor Load Receptacle Load P1100 P1200 P1300 HTR1780 75.0 75.0 75.0 96.0 96.0 96.0 79.7 96.0 96.0 96.0 79.7 96.0 96.0 96.0 79.7 96.0 96.0 96.0 3.0 1 3.6 1 3.6 1 3.6 100% 3.0 3.5 4.2 4.2 4.2 0.0 0.0 0.0 0.0 0.8 1.0 1.0 1.0 0.5 0.6 0.6 0.6 0.7 0.9 1 0.9 0.9 0 TOTAL _ E EXTERIOR RECEPTACLE 180 247.7 298.2 298.2 298.2 PUMP STATION LOAD 0.7 CONN DEMAND DEMAND 0.9 0.9 Total Lighting(L) Load SUMMARY 125% I KVA % I KVA I A B C Total Receptacle(R) Load @180VA/ea. 0.7 100% 0.7 0.9 0.9 0.9 Total Lighting(L) Load 0.8 125% 1.0 1.0 1.0 1.0 Total Equipment(E) Load 3.5 100% 3.5 4.1 4.1 4.1 Total Motor(M) Load 239.7 100% 239.7 288.6 288.6 288.6 Largest Motor (Pump 1) 1,500 25% 19.9 24.0 24.0 24.0 Total HVAC(H) Load 3.0 100% 3.0 3.6 3.6 3.6 TOTAL CONNECTED LOAD 247.7 240 267.8 322.2 322.2 322.2 MINIMUM SERVICE CAPACITY (AMPS) @100 %: ACTUAL SERVICE CAPACITY (AMPS): VOLTAGE RATING: BUS RATING: MAIN BREAKER: FEED: MOUNTING: BRACING: 208/120 VOLTS, 3 PHASE, 4 WIRE 100 AMPS 50 AMPS AS REQD BY MCC WITHIN MCC 1905 10 KA 322 400 5.5 KVA 21.7 AMPS (max line load) 15.3 AMPS (average) LOCATION: Electrical Room FED FROM: TFR1950 LLOYPED CIRCUIT DESCRIPTION VA CKT BRKR A B C BRKR CKT VA CIRCUIT DESCRIPTION LTOYPD L EXTERIOR LIGHTS 188 1 20 / 1 A B C A B C A B C1 20/ 1 2 100 SCADA PANEL E M ELEC BLDG EXHAUST FAN 293 3 20/ 1 30/ 1 4 1,500 MAIN CONTROL PANEL E L WET WELL LIGHTS 387 5 20/ 1 20/ 1 6 540 ELEC RM RECEPTACLES R L INTERIOR LIGHTS 240 7 20 / 1 20/ 1 8 0 SPARE M R WET WELL FAN 219 9 20/ 1 20/ 1 10 0 SPARE _ E EXTERIOR RECEPTACLE 180 11 20/ 1 20/ 1 12 1,500 COOLANT HEATER E GAS MONITOR 100 13 20 / 1 20/ 1 14 250 BATTERY CHARGER E SPARE 0 15 20/ 1 20/ 1 161 0 S PARE SPARE 0 17 20/ 1 20/ 1 1s 0 SPARE PHASE LOADS: 878 VA(A) 2,012 VA(B) 2,607 VA(C) TOTAL LOAD = 5 KVA = 15 Amps Average RE PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington REVIEWED BY: DATE: Project Manacffl structio Manager BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 1.800.424.5555 WHITE RIVER STORM SEWER PUMP STATION MAINTENANCE AND REPAIR PROJECT ELECTRICAL ONE -LINE DIAGRAM DRAWING NUMBER E4 PROJECT NUMBER CP0817 CONTRACT NUMBER 10 -17 SHEET 25 OF '1d W POA4?&o z O Q U7 W W N� L.L O F- W W W co F- C rD.. V P107 TB1907 C MTS1906 co O a MET1901 C ATS1903 N ty O p a a P103 1 CT1900 , C MCB1902 0 r CL ELECTRICAL UTILITY (PSE) NOTES: 1. SEE ELECTRICAL SITE PLAN FOR IDENTIFICATION OF CLASSIFIED SPACES. KEY NOTES: SOME LIGHTING AND RECEPTACLE CIRCUITS HAVE BEEN OMITTED FOR CLARITY. SEE PBD1951 SCHEDULE AND CONTROL SCHEMATICS FOR UNREPRESENTED CIRCUITS. SEE AIR BREAK DETAIL ON SHEET E6. SEAL OFF FITTINGS AS NECESSARY PER NEC ARTICLE 501. E CONDUIT SEAL P105 GEN 1904 P 109 C101 C X101 F-1 P10$A P108B MCC 1905 M P r r a a (DI PBD1951 r M r r M O N r r r r r a a n x a 3kW 0.3 HTR1780 1 1784 SPARE FUTURE HOTBOX m N r a N N r r a a D PHOTO ELECTRIC CELL O N r U X104 P118 CONTROL WIREWAY POWER WIREWAY U') co r- co r- w r- oo rn N _N O N N O N N O a U to a U cn a U cn VFD1910 I I VFD1920 VFD1930 S101 PNL1963 (SUPPLIED BY OTHERS) r, O_ U TELEPHONE CO. PNL1961 N r M 04 04 C14 _O _O _O O O U x U U cn U a U a a_ U U C 1 99 0 AIT1010 I NSH1825 1 1811 ' ° SMOKE ELECTRICAL ROOM DECTECTOR LIGHTS ON SOUND WALL d r u� co N r. co M INTRUSION r r r r r T r r r r r r r r r r r MAIN U U a U U a U U a ENTRANCE T61709 c LIGHTS r _ r r 04 ce) 0) ' r 0') ' 0) ' r CL a- O -- -- -- -- - -- - -- -- -- - -- -- -- -- -- - -- - -- LOCAL -- -- - -- - -- -- --� PANEL j C119 C120 C121 PNL1962 IC123 C124 C125 SPARE I 1 1 M P119 M P120 M P121 XS1810 LE1000 1 IPUMP 1 PUMP 2 PUMP 3 WET WELL LEVEL MOTOR MOTOR MOTOR C105 INTRUSION TRANSDUCER I P1100 P1200 P1300 LSHH1005 I � OPERATORiN TROUBLE LSH 1003 PNL1966 I j AE1010 1 LSH 10 02 EXPLOSIVE I I ANALYZER i I LSH10 HS1815 WET WET WET WELL WET WELL LIGHTS FAN LIGHTS FAN1783 ,1 LSL1004 NEC ELECTRICAL I AREA CLASSIFICATION CLASS 1, DIVISION 2 GROUP D ; L- -- -- -- ( ------ -- -- ------ -- -- -- -- -- -- -- -- -- -- -- -- ------ ------ - --- -- ------ -- - - - -- -- - - - -- --- -- - --1 LIGHT AT ENTRANCE TO WET WELL PNL1965 GO / NO GO BURIED UTILITIES IN AREA DRAWING PLEASE CALL BEFORE YOU DIG NUMBER 1.800.424.5555 E5 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE REVIEWED BY: DATE: WHITE RIVER STORM SEWER PUMP STATION PROJECT Drawn DP 11/2010 R WOO NUMBER These drawings conform to the 4 WAS MAINTENANCE AND REPAIR PROJECT CP0817 z Z Contractor's construction records. Reviewed ��'�� °� N4, y CITY OF o Approved iI II �o o �� o' PUBLIC WORKS DEPARTMENT Q x co , d Project Mana CONTRACT p U Drawn By: Date SCALE: NO SCALE 25 West Main Street ELECTRICAL INTERCONNECT DIAGRAM NUMBER o QAtzA�nE-cR�x totwis �a 24717 �� Auburn, Washington U W Constr tion Inspectiqn ONE INCH ��,'GrSTER� �`�' 0 -� 7 W U AS DRAWN sslolvALE�� WASHINGTON itlto�� o struction fAanager SHEET File: SU1931018PUA3 -E05 OF 3 ire CABLE AND CONDUIT SCHEDULE Conduit # FROM TO Conduit Conductors (AWG) Comments Power Gnd Size Type Qty Size Size P1o1 PSE CT1900 3 1/2" GRS & PVC 4 500 kcm - P102 CT1900 MET1901 1" GRS - - - PULL STRING P103 CT1900 MCB1902 3 1/2" GRS 4 500 kcm 3 P104 MCB1902 ATS1903 3 1/2" GRS 4 500 kcm 3 P105 MTS1906 GEN1904 3 1/2" GRS & PVC 4 500 kcm 3 STOCK E.G. ANGLE IRON) AND EXPANDED METAL GRATING TO P106 ATS1903 MTS1906 3 1/2" GRS 4 500 kcm 3 USING PADLOCKS. FASTEN TO GROUND AND BUILDING USING P107 MTS1906 TB 1907 3 112" GRS 4 500 kcm 3 STEEL. P108A ATS1903 MCC1905 21/2" 1 GRS 4 3/0 3 SS CABLE GRIPS AS NEEDED TO SUPPORT P108B ATS1903 MCC1905 21/2" GRS 4 3/0 3 CABLES SEPARATE FROM POWER CABLES A MINIMUM OF 2" P109 PBD1951 GEN1904 3/4" GRS & PVC 4 12 12 CKTS: 12,14 Pilo PNL1961 FAN1783 3/4" GRS & SS 2 12 12 CKT 9, SEAL OFFS READ P111 VFD1910 RCP1911 11/4" GRS 3 1 6 P112 VFD1920 RCP1921 11/4" GRS 3 1 6 P113 VFD1930 RCP1931 11/4" 1 GRS 3 1 6 P114 MCC1905 HTR1780 3/4" GRS 3 12 12 P115 PBD1951 F'AN1784 3/4" GRS 2 12 12 CKT 3, VIA T STAT P116 NOT USED P117 PBD1951 FINL1963 3/4" GRS 2 12 12 CKT 2 P118 PBD1951 FINL1961 3/4" GRS 2 10 10 CKT 4 4 12 12 CKTS: 5,9 P119 RCP1911 P1100 - - 1 MFR _ ENTER WET WELL VIA WIRE CHASE IN WET WELL LID P120 RCP 1921 P1200 - - 1 MFR _ ENTER WET WELL VIA WIRE CHASE IN WET WELL LID P121 RCP1931 P1300 - - 1 MFR _ ENTER WET WELL VIA WIRE CHASE IN WET WELL LID P122 PNL1961 WET WELL LIGHTS 3/4" GRS & SS 2 12 12 1 SEAL OFFS READ PC123 PNL1961 NSH1825 3/4" GRS 3 14 14 P124 PBD1951 WET WELL ENTRY LIGHT 3/4" GRS & SS 2 12 12 CKT 1, SEAL OFFS READ P125 MCC1905 VFD1910 1114" GRS 3 1 6 P126 MCC1905 VFD1920 11/4" GRS 3 1 6 P127 MCC1905 VFD1930 11/4" GRS 3 1 6 P128 VFD1910 RCP1911 11/4" GRS 3 1 6 P129 VFD1920 RCP 1921 11/4" GRS 3 1 6 P130 VFD1930 RCP1931 11/4" GRS 3 1 6 P131 PBD1951 SOUND WALL LIGHTS 3/4" GRS 2 12 12 CKT 1 P132 PBD1951 AIT1010 3/4" GRS 2 12 12 CKT 13 C101 ATS1903 GEN1904 1" GRS & PVC 8 14 14 3 SPARE C102 PNL1961 TB 1709 1" GRS 10 14 14 INTRINSICALLY SAFE CIRCUITS C103 PNL1961 XS1810/PNL1966/HS1815 3/4" GRS & SS 4 14 14 SEAL OFFS REQD C104 PNL1961 )(S1811 3/4" GRS 2 14 14 C105 TB 1709 FLOATS - - 5 MFR _ ENTER WET WELL VIA 1 1/4" SLEEVE CAST INTO LID C106 PNL1961 PNL1962 1'° _ GRS 17 14 C107 PNL1961 PNL1963 11/4" GRS 35 14 A14 C108 NOT USED C109 PNL1961 CONTROL WIREWAY 1 1/2" GRS 27 14 C110 NOT USED C111 PNL1961 PNL1965 3/4" GRS & SS 3 14 14 SEAL OFFS READ C112 NOT USED C113 PNL1961 TB1911 3/4" GRS 7 14 14 INTRINSICALLY SAFE CIRCUITS C114 CONTROL WIREWAY TB1911 314" GRS 2 14 14 MOTOR TEMP C115 PNL1961 1B1921 3/4" GRS 7 14 1 14 INTRINSICALLY SAFE CIRCUITS C116 CONTROL WIREWAY 1131921 3/4" GRS 2 14 14 MOTOR TEMP C117 PNL1961 TB1931 3/4" GRS 7 14 14 INTRINSICALLY SAFE CIRCUITS C118 CONTROL WIREWAY TB1931 3/4" GRS 2 14 14 MOTOR TEMP C119 TB1911 31100 - - 1 MFR - INTRINSIC CKT, ENTER WET WELL VIA 1 1/4" SLEEVE CAST INTO LID C120 TB 1921 P1200 - - 1 MFR - INTRINSIC CKT, ENTER WET WELL VIA 1 1/4" SLEEVE CAST INTO LID C121 TB1931 IP1300 - - 1 MFR _ INTRINSIC CKT, ENTER WET WELL VIA 1 1/4" SLEEVE CAST INTO LID C122 PNL1961 A IT1010 314" GRS 2 14 1 C123 TB1911 131100 - - 1 MFR _ ENTER WETWELL VIA WIRE CHASE IN WET WELL LID C124 TB1921 P1200 - - 1 MFR _ ENTER WETWELL VIA WIRE CHASE IN WET WELL LID C125 TB1931 P1300 - - 1 MFR - ENTER WETWELL VIA WIRE CHASE IN WET WELL LID C126 VFD1910 PINL1961 3/4" GRS 7 14 14 1 SPARE C127 VFD1920 PNL1961 3/4" GRS 7 14 14 1 SPARE C128 VFD1930 PNL1961 3/4" GRS 7 14 14 1 SPARE C129 PNL1961 ATS1903 1" GRS 14 14 14 SPARES, 8 CONDUCTORS CONTINUE ONTO C101 S101 PNL1963 TELEPHONE CO PEDESTAL 2" PVC40 & 80 - - - PULL STRING S102 PNL1961 LE1000 3/4" GRS & SS 1 MFR 14 SEAL OFFS REQD S103 NOT USED S104 AIT1010 AE1010 1" GRS & SS 5 16 - SHIELDED CABLE, USE #12 AWG FOR DISTANCES GREATER THAN 50 FEET S105 NOT USED S106 PNL1961 PNL1962 1 1/2" GRS 4 #16 TSP - S107 VFD1910 PNL1961 3/4" GRS 2 #16 TSP - S108 VFD1920 PNL1961 3/4" GRS 2 #16 TSP - S109 VFD1930 PNL1961 3/4" GRS 2 #16 TSP - X101 ATS1903 GEN1904 3/4" GRS - - - SPARE, CAP X102 PNL1961 WET WELL 3/4" GRS & SS - - - SPARE, SEAL OFF & CAP X103 PBD1951 FUTURE HOT BOX 3/4" GRS - - - SPARE, SOUTH WALL EAST END, CAP X104 PNL1961 MCC1905 3/4" GRS - - - SPARE Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY I DATE Drawn DP 11/2010 These drawings conform to the R wA 00 � Z Z Contractor's construction records. Reviewed�'o 0 Approved DQ t! tl 1O �4 d 00 Drawn By: Date SCALE: NO SCALE o LL PA7JAME:7r91)( �o 247179 U w Constr tion Inspe ion ONE INCH >. �GISTEg � v 17 /a W/Y AS DRAWN File: SU1931018PUA3 -E04 q CONTROL WIREWAY _ zu" , (_ 20" 35" MAX - I 35" MAX 35" MAX 1 011 .T. IN MCC AND VFD - ELEVATION 111=11—o" � . . . , WET WELL AIR BREAK - SECTION A 3/" — 1' -0" 4 CITY OF PUBLIC WORKS DEPARTMENT AliBURN 25 West Main Street Auburn, Washington WASHINGTON REVIEWED BY: Project Manager nstructio Manager DATE: BURIED UTILITIES IN AREA DRAWING PLEASE CALL BEFORE YOU DIG NUMBER 1.800.424.5555 1 E6 WHITE RIVER STORM SEWER PUMP STATION PROJECT NUMBER MAINTENANCE AND REPAIR PROJECT CP0817 CONTRACT ELECTRICAL CONDUIT AND CABLE SCHEDULE NUMBER 10 -17 AND EQUIPMENT ELEVATIONS SHEET 2; OF le Z O NOTES: Q 1. PROVIDE STRAIN RELIEF FOR CONDUCTORS ENTERING WET (- WELL. U) W W KEY NOTES: CONSTRUCT A BARRICADE COMPLETELY AROUND CABLES O ENTERING WET WELL OUT OF CHANNEL STRUT (OR SIMILAR STOCK E.G. ANGLE IRON) AND EXPANDED METAL GRATING TO W PREVENT THEFT. FRONT GRATING PANEL SHALL BE REMOVABLE FOR MAINTENANCE AND SECURED AT CORNERS USING PADLOCKS. FASTEN TO GROUND AND BUILDING USING W EPDXY ANCHORS AND TAMPER RESISTANT HARDWARE. ALL MATERIAL SHALL BE HOT DIPPED GALVANIZED OR STAINLESS Of STEEL. �J INTRINSICALLY SAFE CIRCUITS. W MANUFACTURER CABLES INTO WET WELL. OPROVIDE SS CABLE GRIPS AS NEEDED TO SUPPORT CONDUCTORS. EPDXY ANCHOR SS HOOKS INTO CEILING TO 4" SUSPEND CABLE GRIPS. KEEP INTRINSICALLY SAFE CIRCUIT r— HOUSEKEEPING CABLES SEPARATE FROM POWER CABLES A MINIMUM OF 2" oO PAD USING DEDICATED HOOKS AND GRIPS. Q EXPANDED METAL GRATING OVER EXPOSED SIDES a- U INCLUDING TOP. ADJUST HEIGHT AS NEEDED. BURIED UTILITIES IN AREA DRAWING PLEASE CALL BEFORE YOU DIG NUMBER 1.800.424.5555 1 E6 WHITE RIVER STORM SEWER PUMP STATION PROJECT NUMBER MAINTENANCE AND REPAIR PROJECT CP0817 CONTRACT ELECTRICAL CONDUIT AND CABLE SCHEDULE NUMBER 10 -17 AND EQUIPMENT ELEVATIONS SHEET 2; OF le 36" (2 ;I iJ 11A 12A 13A 11 P 12P 13R MIN, 0 no n no no nn'n �nnn 'nn., no no on DRIP SHEILD 1� ?n M PNL1961 MAIN CONTROL PANEL FRONT DOOR ELEVATION 1 -1 /2 " =1' -0" N 4' HOUSEKEEPING PAD O PNL1962 LOCAL PANEL 1 =5 Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION RELAYS THERMISTOR MODULES BY DATE Drawn DP 11/2010 Reviewed be ((/ Lojmv Approved SCALE: NO SCALE _ ONE INCH , ` AS DRAWN File: SU1931018PUA3 -E04 WIRE DUCT I WIRE DUCT WIRE DUCT I TB WIRE DUCT I ISR WIRE DUCT P11SRs P21SRs P31SRs L ISR REQ'D 2" CLEARANCE WIRE DUCT LOOP ISOLATOR UPS CONCEPTUAL MAIN CONTROL PANEL INTERIOR ELEVATION SWING OUT BACK PANEL WOO H �`�_�x C 2g )NAL�1 1-1/2"=V-0" 1A 2A 3A 4A O 1 D O O 2 3 4 0�D C�7 r►� MAIN CONTROL PANEL NAMEPLATE SCHEDULE Oz z �o v o U- V w � U These drawings conform to the Contractor's construction records. Drawn By: Date ?ARAM6T%)( 101r.013 LEGEND PLATE INSCRIPTION DEVICE TYPE PANEL NO. LINE 1 LINE 2 Constry" Inspect' J IL6 RELAYS THERMISTOR MODULES BY DATE Drawn DP 11/2010 Reviewed be ((/ Lojmv Approved SCALE: NO SCALE _ ONE INCH , ` AS DRAWN File: SU1931018PUA3 -E04 WIRE DUCT I WIRE DUCT WIRE DUCT I TB WIRE DUCT I ISR WIRE DUCT P11SRs P21SRs P31SRs L ISR REQ'D 2" CLEARANCE WIRE DUCT LOOP ISOLATOR UPS CONCEPTUAL MAIN CONTROL PANEL INTERIOR ELEVATION SWING OUT BACK PANEL WOO H �`�_�x C 2g )NAL�1 1-1/2"=V-0" 1A 2A 3A 4A O 1 D O O 2 3 4 0�D C�7 r►� MAIN CONTROL PANEL NAMEPLATE SCHEDULE ITEM NO. TAG NUMBER LEGEND PLATE INSCRIPTION DEVICE TYPE PANEL NO. LINE 1 LINE 2 1 IL6 HIGH WATER ALARM INDICATING LIGHT -RED PNL1961 2 1 IL5 LOW WATER ALARM INDICATING LIGHT -RED PNL1961 3 IL12 FLOAT SYSTEM CONTROL INDICATION INDICATING LIGHT -RED PNL1961 4 PB3 HIGH WATER ALARM RESET PUSHBUTTON PNL1961 5 PB1 LOW WATER ALARM RESET PUSHBUTTON PNL1961 6 P132 FLOAT SYSTEM PUSH TO RESET PUSHBUTTON PNL1961 7 MS4 ULTRASONIC /FLOATS INDICATOR - AMMETER SELECTOR SWITCH PNL1961 8 TD1 OPERATOR TOUCH SCREEN HMI PNL1961 9 LT1000 LEVEL TRANSMITTER UNIT PNL1961 10 SS3 ALTERNATOR AUTO - LEAD 1 - LEAD 2 SELECTOR SWITCH PNL1961 11 111102A HAND - OFF - AUTO SELECTOR SWITCH AMMETER PNL1961 11A PUMP NO. 1 PUMP NO. 1 INDICATING LIGHT -GREEN NAMEPLATE 9 12 111202A RUNNING INDICATING LIGHT -GREEN AMMETER PNL1961 12A PUMP NO. 3 PUMP NO. 2 INDICATING LIGHT -GREEN NAMEPLATE 13 111302A AMMETER PNL1961 13A PUMP NO.2 NAMEPLATE PNL1961 14 SS1a PUMP NO. 1 HAND - OFF - AUTO SELECTOR SWITCH PNL1961 15 SS2a PUMP NO. 2 HAND -OFF-AUTO SELECTOR SWITCH PNL1961 16 SS3a PUMP NO. 3 HAND - OFF - AUTO SELECTOR SWITCH PNL1961 17 IL13 PUMP 1 NOT IN REMOTE AUTO INDICATING LIGHT -RED PNL1961 18 IL14 PUMP 2 NOT IN REMOTE AUTO INDICATING LIGHT -RED PNL1961 19 IL15 PUMP 3 NOT IN REMOTE AUTO INDICATING LIGHT -RED PNL1961 20 IL1a PUMP NO. 1 RUNNING INDICATING LIGHT -GREEN PNL1961 21 IL2a PUMP NO.2 RUNNING INDICATING LIGHT -GREEN PNL1961 22 IL3a PUMP NO. 3 RUNNING INDICATING LIGHT -GREEN PNL1961 23 IL7 PUMP NO. 1 FAILURE ALARM INDICATING LIGHT -RED PNL1961 24 IL16 PUMP NO. 2 FAILURE ALARM INDICATING LIGHT -RED PNL1961 25 IL17 PUMP NO. 3 FAILURE ALARM INDICATING LIGHT -RED PNL1961 26 IL18 EXPLOSIVE GASES PRESENT INDICATION LIGHT -RED PNL1961 27 IL3 OPERATOR ASSIST ALARM INDICATING LIGHT -RED PNL1961 28 OS2 OPERATOR ASSIST PUSHBUTTON, JUMBO HEAD PNL1961 O 2 R 3 G 1 O O PNL1965 GO / NO GO PANEL 4� R NOT TO SCALE �CITY OF PUBLIC WORKS DEPARTMENT T BTD RN 25 West Main Street 1 ��V Auburn, Washington WASHINGTON KEY NOTES: G) NEMA 12 ENCLOSURE. HOFFMAN A- 723624FS OR EQUAL. OPROVIDE NAMEPLATE FOR EACH DEVICE ON FRONT OF PANEL PER NAMEPLATE SCHEDULE AND SPECIFICATIONS. O3 NEMA 4 ENCLOSURE WITH DRIP SHIELD AND HINGED SWING -OUT PANEL FOR MOUNTING DEVICES. NOTE: 1. SEE SPECIFICATION SECTION 11009, 17150 AND 17510 REGARDING THE SOURCE OF SUPPLY FOR COMPONENTS SHOWN ON THIS DRAWING. LOCAL PANEL NAMEPLATE SCHEDULE ITEM NO. TAG NUMBER LEGEND PLATE INSCRIPTION DEVICE TYPE PANEL NO. LINE 1 LINE 2 1 L11000B NAMEPLATE PNL1965 INDICATOR - DIGITAL PNL1962 1A INDICATOR LIGHT -RED WET WELL LEVEL FEET NAMEPLATE PNL1962 2 111 102B INDICATOR - AMMETER PNL1962 2A PUMP NO. 1 NAMEPLATE PNL1962 3 111202B INDICATOR - AMMETER PNL1962 3A PUMP NO. 2 NAMEPLATE PNL1962 4 111302B INDICATOR - AMMETER PNL1962 4A PUMP NO. 3 NAMEPLATE PNL1962 5 SS1 b PUMP NO. 1 HAND - OFF - AUTO SELECTOR SWITCH PNL1962 6 SS2b PUMP NO.2 HAND - OFF - AUTO SELECTOR SWITCH PNL1962 7 SS3b PUMP NO. 3 HAND - OFF - AUTO SELECTOR SWITCH PNL1 962 8 IL1b PUMP NO. 1 RUNNING INDICATING LIGHT -GREEN PNL1962 9 IL2b PUMP NO.2 RUNNING INDICATING LIGHT -GREEN PNL1962 10 IL3b PUMP NO. 3 RUNNING INDICATING LIGHT -GREEN PNL1962 GO / NO GO PANEL NAMEPLATE SCHEDULE ITEM NO. TAG NUMBER NAMEPLATE INSCRIPTION DEVICE TYPE PANEL NO. 1 EXPLOSIVE GAS NAMEPLATE PNL1965 2 1L21 PRESENT INDICATOR LIGHT -RED PNL1965 3 IL22 NOT PRESENT INDICATOR LIGHT -GREEN PNL1965 REVIEWED BY: DATE: fl,l1"- to Project Man nstructio Ma alter BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 1.800.424.5555 WHITE RIVER STORM SEWER PUMP STATION MAINTENANCE AND REPAIR PROJECT ELECTRICAL CONTROL PANEL LAYOUTS DRAVNNG NUMBER E8 PROJECT NUMBER CP0817 CONTRACT NUMBER 10 -17 SHEET 2 z O_ I- a. W W U) 2 Of O of W > W I� r CO 0 U CONTINUED FROM CONTINUED FROM L N LOWER LEFT LOWER LEFT NOTES: 900 120 VAC 935 C64 DWG E12, LINE 1260 1. CONTROL DEVICES AND WIRING ARE LOCATED IN CR937 IL5 MAIN CONTROL PANEL PNL1961 UNLESS OTHERWISE INDICATED ON DRAWING. 901 SS1b PNL1962 936 4 R H O A LOCAL PANEL I _ PLC-Do RESET 2. ALL INDICATING LIGHTS SHALL BE PUSH -TO -TEST. PBi LOW WATER PROVIDE WIRING NECESSARY TO IMPLEMENT THE 902 —' — — — —1 x00 I 937 Xy 1 1 9 R ALARM PUSH -TO -TEST FUNCTION. 1 L _ 936, 1204 1 903 1 Ox0 1 IL13 93$ RESET 904 ' — — — — — — PUMP 1 PLC-DO� PB3 CR 1 1 x O R NOT IN 939 939 940, 1206 I i 1 REMOTE AUTO CR939 L _ IL6 I 905 i 03x 1 I 940 R ALARM WATER PLC-DO� � LS; O I 906 b, __ -- _ - + -- ( 941 LI T CR1050 907 H o A 1 I CR PUMP 1 CALL 942 CR1016 i i 907 1158 908 0 oox I 1 CR909 943 909 CR 0 PUMP 1 HAND 944 I XOO 1 909 908, 1127 I 1 CR PUMP 1 910 OXO 91Q OFF ALARM 945 �� - -- - __ __ 1127, 1220 911 SS2bPNL1962� 1 SS1b H O A LOCAL PANEL I 94fi 912 0 1 0 947 PNL1966 xo0 I I OPERATOR IN TROUBLE 913 I Ox0 I i 948 OS2 OS1 I 1 I i 1 — IL14 I PUMP 2 FU1 � � 914 ° xx0 1 —� - - - -- R 949 - -t - - -- - -- CR 1208,951 ' I I NOT IN ` -- - -� REMOTE AUTO 1A 949 915 ; oox 1 i 950 LOCATED IN WET WELL PLC -DO TOb CR949 IL3 OPERATOR 916 �-- -- -- --- I - - -�-- 951 R L — � 1 I ASSIST ALARM CR PUMP 2 CALL 917 H O A 1 917 1158 952 CR1021 I I FFD1 OUTPUT 91$ 0 OOX I CR919 953 — — — — -(J- -� (--0- — 95 1130, 1212 I I I LFAU-T-1 - -- CR _L_ I 919 I xoo 919 PUMP 2 HAND 954 1 918, 1128 IL7 CR PUMP 2 1 920 OxO 920 OFF ALARM 955 R FAULT __ -- -- - -- _ 1128, 1222 921 I To SS3b - _PNL1962i 956 SS2b H O A LOCAL PANEL I VFD2 OUTPUT 922 XOO i 957 — — — — �—' �C� — — — — 957 1130, 1214 1 FAULT 923 ° I 958 1 Ox� o I I IL15 IL16 PUMP 3 PUMP 2 924 0 i '�—� — — — — — — R NOT IN 959 R FAULT 1 I 1 REMOTE AUTO 925 I I 960 � oox 1 � _ PLC-DO� ( i VFD3 OUTPUT 926 __ __�__� 961 — — — — -O--I I—� — — — — 961 1130, 1216 L_ I 1 FAULT 927 H O SS3a ( ( CR PUMP 3 CALL 962 CR1026 / i 1 927 1158 IL17 92$ —Tf I CR929 gg3 R PUMP 3 LEGEND: _ FAULT J— OOX I I AUTO - LEAD1 SLEAD2 - LEAD3 PLC-DI - -- - -- PANEL ENCLOSURE 929 1 1 9 9 PUMP 3 HAND 964 � LEAD 1 — — — — — XOO I 928, 1131 —r OXOO 1129 — FIELD WIRING 930 OXO 9 R OFF ALARM 965 ( INTERNAL PANEL WIRING 1131, 1224 1 PLC -DI� ❑ TERMINAL IN PNL1961 MAIN 931 966 A LEAD 2 CONTROL PANEL OOXO — 1129 1 v TERMINAL IN PNL1962 LOCAL 932 967 1 PANEL 1 �PtC -DI� ♦ TERMINAL IN FIELD DEVICE 1 LEAD 3 933 96$ OOOX 1129 ® PLC TERMINAL L 9 I O TERMINAL IN VFD PANEL 1 CONTINUED ON I NEXT SHEET CONTINUED ON CONTINUED ON CONTINUED ON UPPER RIGHT UPPER RIGHT NEXT SHEET X000 NC BURIED UTILITIES IN AREA DRAWING PLEASE CALL BEFORE YOU DIG NUMBER 1.800.424.5555 E9 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE REVIEWED BY: DATE: WHITE RIVER STORM SEWER PUMP STATION PROJECT Drawn DP 1112010 4 R WOO NUMBER These drawings conform to the Reviewed �� of WA$�I d6 '� MAINTENANCE AND REPAIR PROJECT CP0817 z z Contractor's construction records. (( ° ��' �� 17 CITY OF 0 Approved M %I I ho � a -A PUBLIC WORKS DEPARTMENT CONTRACT 00 a Drawn By: Date SCALE: NO SCALE 25 West Main Street Project an ELECTRICAL CONTROL SCHEMATICS - SHEET 1 NUMBER C�ARAY,n�-rtz�X 101z0%3 24717 �� Auburn, Washington � 10 -17 w Cons Lion Ins ion 1NE INCH c1sTER /J W U p O AS DRAWN r NAL� WASHINGTON C-ch-struction anager !l , SHEET SU1931018PUA -E 11/10/10 Of 34 �Lelly File. 3 Oa NADA660 z O Q U) 0 W W U) 2 0 U) W W oo P O U CONTINUED FROM PREVIOUS SHEET 1000 1 1001 1002 1003 1004 1005 1006 1007 1008 1009 1010 1011 1012 1013 1014 1015 1016 1017 1018 1019 1020 1021 1022 1023 1024 1025 1026 1027 1028 1029 1030 1031 1032 1033 1034 CONTINUED ON UPPER RIGHT CONTINUED FROM PREVIOUS SHEET N PUMP 1 RUNNING 1212 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION OTHERWISE INDICATED ON DRAWING. BY DATE Drawn DP 11/2010 PUSH -TO -TEST FUNCTION. 1105, 1132 3. THE CONTROL SCHEMATICS ARE DIAGRAMMATIC z z O ~ �U o_ U_ These drawings conform to the Contractor's construction records. Drawn BY: Date ' A91kb4F 'F4X tollot3 Reviewed CONTRACTOR TO DEVELOP DETAILED p SCHEMATICS AND TO SUPPLY THE WIRING AND COMPONENTS NECESSARY TO PROVIDE A FULLY Approved pe-. q/11110 U) SCALE: NO SCALE ONE INCH 1- , AS DRAWN O TERMINAL IN PNL1962 LOCAL F-- U) PANEL 0— 0 W W� U Cons ction Ins ecbon �� 7 h .4 /� W TERMINAL IN FIELD DEVICE CONTINUED ON NEXT SHEET ® PLC TERMINAL W File: SU1931018PUA3 -E04 PUMP 2 RUNNING 1214 PUMP 3 RUNNING 1216 FLOAT SWITCH PUMP 1 1016 PUMP 1 CALL FLOAT SWITCH 1204, 1017, 908,1043 FLOAT SWITCH PUMP 2 1021 PUMP 2 CALL FLOAT SWITCH 1206, 1022, 918, 1044 FLOAT SWITCH PUMP 3 1026 PUMP 3 CALL FLOAT SWITCH 1208, 1027, 928, 1045 INTRUSION ALARM 1226 CONTINUED ON UPPER RIGHT 4� R 1100 OF WAS�j y x �� �0 24717 w� >ISTER�'� )NAL I flip �I� CONTINUED FROM LOWER LEFT 1035 1036 1037 1038 1039 1040 1041 1042 1043 1044 1045 1046 1047 1048 1049 1050 1051 1052 1053 1054 1055 1056 1057 1058 1059 1060 1061 1062 1063 1064 1065 1066 1067 1068 CONTINUED ON NEXT SHEET CONTINUED FROM LOWER LEFT CITY WASHINGTON PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington REVIEWED BY: DATE: l� /f' -�o Project Ma r / IMnstructiontManager FLOAT SWITCH PUMPS OFF 1039 PUMPS OFF 1016,1021, 1026 1046, 1164, 1210 FLOAT SYSTEM CONTROL INDICATION WET WELL LEVEL HIGH HIGH 1050 HIGH WET WELL ALARM 942, 1042, 1228 SMOKE DETECTOR SMOKE DETECTED ALARM 1218 GO NO -GO i/ NOTES: 10 1. CONTROL DEVICES AND WIRING ARE LOCATED IN Q MAIN CONTROL PANEL PNL1961 UNLESS OTHERWISE INDICATED ON DRAWING. CR 1064 1 ALL INDICATING LIGHTS SHALL BE PUSH -TO -TEST. W PROVIDE WIRING NECESSARY TO IMPLEMENT THE C G PUSH -TO -TEST FUNCTION. 1105, 1132 3. THE CONTROL SCHEMATICS ARE DIAGRAMMATIC FIELD WIRING ONLY; IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DEVELOP DETAILED W W SCHEMATICS AND TO SUPPLY THE WIRING AND COMPONENTS NECESSARY TO PROVIDE A FULLY FUNCTIONAL SYSTEM. W U) CONTROLPANEL O TERMINAL IN PNL1962 LOCAL F-- U) PANEL ry W TERMINAL IN FIELD DEVICE CONTINUED ON NEXT SHEET ® PLC TERMINAL W F- TERMINAL IN VFD BURIED UTILITIES IN AREA DRAWNG PLEASE r CD NUMBER O n E10 U EXPLOSIVE GAS CR 1064 ALARM 1218, 1057, 1059 --- --- - -- PANEL ENCLOSURE 1105, 1132 — — — — — — FIELD WIRING INTERNAL PANEL WIRING p TERMINAL IN PNL1961 MAIN CONTROLPANEL TERMINAL IN PNL1962 LOCAL PANEL TERMINAL IN FIELD DEVICE CONTINUED ON NEXT SHEET ® PLC TERMINAL O TERMINAL IN VFD BURIED UTILITIES IN AREA DRAWNG PLEASE CALL BEFORE YOU DIG NUMBER 1.800.424.5555 E10 WHITE RIVER STORM SEWER PUMP STATION PROECT NUMBER MAINTENANCE AND REPAIR PROJECT CP0817 CONTRACT ELECTRICAL CONTROL SCHEMATICS - SHEET 2 NUMBER 10 -17 SHEET 31 OF 34 �l1 A0WA i► Aft Z 0 H Q H U) D r W W 5 Of 0 U) ry W W H I` 00 0 CL C) 1200 1201 � -- -- -- -- -- -- -- -- -- L PNL 1963 120VAC FROM N SCADA PANEL PBD1951, CKT 2 1202 I (BY OTHERS) G 1203 I i LOW WATER - CONTACT CLOSE CONTACT CLOSE - } FLOAT 1204 ALARM CR937 ' FOR ALARM FOR ALARM CR1016 SWITCH - - CONDITION CONDITION _ - - - PUMP 1 1205 WET WELL LEVEL - CONTACT CLOSE CONTACT CLOSE - } - FLOAT 1206 HIGH WATER CR939 , FOR ALARM FOR ALARM I CR1021 SWITCH ALARM _ - - CONDITION CONDITION _ - - - PUMP 2 1207 OPERATOR - CONTACT OPEN CONTACT CLOSE - t FLOAT 1208 ASSIST CR949 FOR ALARM FOR ALARM I CR1026 SWITCH ALARM ._ - _ CONDITION CONDITION PUMP 3 1209 T CONTACT CLOSE - } FLOAT SYSTEM 1210 FOR ALARM , CR1042 CONTROL CONDITION _ - - - INDICATION 1211 PUMP 1 - ~ CONTACT CLOSE CONTACT CLOSE - PUMP 1 1212 FAILURE CR953 I FOR ALARM I CR1001 ALARM - CONDITION FOR MOTOR RUN ; RUNNING 1213 � - -T -- PUMP 2 - ~ CONTACT CLOSE CONTACT CLOSE - PUMP 2 1214 FAILURE CR957 ( FOR ALARM FOR MOTOR RUN CR1004 RUNNING ALARM CONDITION 1215 _ —� -- - -� -- PUMP 3 - CONTACT CLOSE CONTACT CLOSE - PUMP 3 1216 FAILURE CR961 ! FOR ALARM FOR MOTOR RUN I CR1007 ALARM - - CONDITION _ - - _ RUNNING 1217 T SMOKE _ CONTACT OPEN CONTACT CLOSE - } - -�- , EXPLOSIVE 1218 DETECTED CR1054 I FOR ALARM FOR ALARM I T CR1064 GASSES ALARM CONDITION CONDITION PRESENT 1219 PUMP 1 - ~ CONTACT CLOSE CONTACT CLOSE - GENERATOR 1220 OFF CR910 i FOR ALARM FOR GENERATOR I RUNNING ALARM -_ - _ CONDITION RUNNING -- - - 1221 T PUMP 2 - CONTACT CLOSE CONTACT CLOSE - t GENERATOR 1222 OFF CR920 I FOR ALARM ' ALARM CONDITION FOR NOT IN AUTO NOT IN AUTO _ � - , 1223 � - -T -- PUMP 3 - CONTACT CLOSE CONTACT OPEN - } 1224 OFF CR930 FOR ALARM FOR GENERATOR GENERATOR ALARM _- - CONDITION FAILURE _ _ _ _ FAIL ALARM 1225 _ T INTRUSION - ~ CONTACT OPENS CONTACT CLOSE - GENERATOR 1226 ALARM CR1028 I FOR ALARM FOR GENERATOR I FUEL LOW -- - CONDITION FAILURE 1227 CONTACT CLOSE 1228 FOR GENERATOR I CR1050 HIGH WET FAILURE WELL LEVEL 1229 ........ - J1230 1231 1232 1233 1234 No Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION O These drawings conform to the NOTES: z z QO Contractor's construction records. o v W OU U it Drawn By: Date PAR.A,MrCTRtk toltots 1235 Construction Inspecti$n -•� -_� BY DATE Drawn DP 11/2010 Reviewed (1 (VI0 Lv o Approved _M 1% /it 1I0 SCALE: NO SCALE ONE INCH , AS DRAWN File: SU1931018PUA3 -E04 4� R W 00 Og WAShrI ly K1to�lb 1247 1248 1249 1250 1251 1252 1253 1254 1255 1256 1257 1258 1259 1260 1261 1262 1263 1264 1265 1266 1267 1268 L N PBD1951, CKT 9 I I I CR1106 I WET WELL FAN L N r PBD1951, CKT 5 I I I I CR1102 I WET WELL LIGHTS L N Ir PBD1951, CKT4 T I I CB1 30A 4 AUBURN WASHINGTON r� 5A D 5A 5A 5A 5A PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington REVIEWED BY: DATE: Project Manage &L � Lill, I /Q ID6ristructiot, Manager -- - -- PANEL ENCLOSURE - - - - - - FIELD WIRING INTERNAL PANEL WIRING ❑ TERMINAL IN PNL1961 MAIN CONTROLPANEL BURIED UTILITIES IN AREA DRAWNG PLEASE CALL BEFORE YOU DIG I NUMBER 1300.424,5555 E12 PROJECT WHITE RIVER STORM SEWER PUMP STATION NUMBER NUMBER MAINTENANCE AND REPAIR PROJECT CP0817 CONTRACT ELECTRICAL CONTROL SCHEMATICS - SHEET 4 NUMBER 10 -17 SHEET 3� OF *t ND elpo z O_ Q U) 0- W W U) G W O U) W W W oo r O V NOTES: 1235 i -•� -_� 1. CONTROL DEVICES AND WIRING ARE LOCATED IN - MAIN CONTROL PANEL PNL1961 UNLESS 1236 _ �"''�,.,_ OTHERWISE INDICATED ON DRAWING. -.�' �- _ PUMP 1 MOTOR CONTACT CLOSE CONTACT CLOSE � PUMP 2 MOTOR 2. ALL INDICATING LIGHTS SHALL BE PUSH -TO -TEST. PROVIDE WIRING NECESSARY TO IMPLEMENT THE 1237 BEARING TEMP CR1306 FOR ALARM CONDITION FOR ALARM CONDITION _ _ � _ CR1321 MOISTURE PROBE PUSH -TO -TEST FUNCTION. 1238 - 3. THE CONTROL SCHEMATICS ARE DIAGRAMMATIC ONLY; IT IS THE RESPONSIBILITY OF THE PUMP 1 MOTOR CONTACT CLOSE CONTACT CLOSE CONTRACTOR TO DEVELOP DETAILED 1239 CAVITY FLOAT CR1304 FOR ALARM FOR ALARM CR1341 PUMP 3 MOTOR SCHEMATICS AND TO SUPPLY THE WIRING AND SWITCH - CONDITION CONDITION ' BEARING TEMP COMPONENTS NECESSARY TO PROVIDE A FULLY FUNCTIONAL SYSTEM. _ _T -- 1240 � _ PUMP 1 MOTOR CONTACT CLOSE CONTACT CLOSE PUMP 3 1241 MOISTURE CR1308 FOR ALARM FOR ALARM CR1339 CAVITY FMLOAT PROBE CONDITION CONDITION I SWITCH _ _ T 1242 � KEY NOTES: -�- - .� 1243 PUMP 2 MOTOR BEARING TEMP CR1319 CONTACT CLOSE FOR ALARM CONDITION CONTACT CLOSE FOR ALARM CONDITION , � � CR1343 PUMP 3 MOTOR MOISTURE PROBE ,• LABEL OUTLET FOR COMPUTER USE ONLY _ - _ - 1244 I PUMP 2 MOTOR CONTACT CLOSE 1245 CAVITY FLOAT CR1317 FOR ALARM SWITCH J CONDITION 1246 _ _ - L- - - - - -- - ---� 1247 1248 1249 1250 1251 1252 1253 1254 1255 1256 1257 1258 1259 1260 1261 1262 1263 1264 1265 1266 1267 1268 L N PBD1951, CKT 9 I I I CR1106 I WET WELL FAN L N r PBD1951, CKT 5 I I I I CR1102 I WET WELL LIGHTS L N Ir PBD1951, CKT4 T I I CB1 30A 4 AUBURN WASHINGTON r� 5A D 5A 5A 5A 5A PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington REVIEWED BY: DATE: Project Manage &L � Lill, I /Q ID6ristructiot, Manager -- - -- PANEL ENCLOSURE - - - - - - FIELD WIRING INTERNAL PANEL WIRING ❑ TERMINAL IN PNL1961 MAIN CONTROLPANEL BURIED UTILITIES IN AREA DRAWNG PLEASE CALL BEFORE YOU DIG I NUMBER 1300.424,5555 E12 PROJECT WHITE RIVER STORM SEWER PUMP STATION NUMBER NUMBER MAINTENANCE AND REPAIR PROJECT CP0817 CONTRACT ELECTRICAL CONTROL SCHEMATICS - SHEET 4 NUMBER 10 -17 SHEET 3� OF *t ND elpo z O_ Q U) 0- W W U) G W O U) W W W oo r O V 1300 1301 1302 1303 1304 1305 1306 1307 1308 1309 1310 1311 1312 1313 1314 1315 1316 1317 1318 1319 1320 1321 1322 1323 1324 1325 1326 1327 1328 1329 1330 1331 1332 1333 CONTINUED ON UPPER RIGHT 1334 L N CONTINUED ON UPPER RIGHT BURIED UTILITIES IN AREA DRAWING PLEASE CALL BEFORE YOU DIG NUMBER 1.800.424.5555 E13 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE REVIEWED BY: DATE: WHITE RIVER STORM SEWER PUMP STATION PROJECT Drawn DP 11/2010 �� R WOO 4 NUMBER These drawings conform to the Reviewed *'OQ u v � SOY WAS�l� MAINTENANCE AND REPAIR PROJECT CP0817 Z z Contractor's construction records. 'y CITY OF /f.. /f_ �y o Approved D2 n tt �o PUBLIC WORKS DEPARTMENT Project Ma r CONTRACT � _ NUMBER Drawn By: Date SCALE: NO SCALE 25 West Main Street ELECTRICAL CONTROL SCHEMATICS SHEET 5 00 a � PACtpM�TRaX to/ its 24717 �� Auburn, Washington 10 -17 ::J° W Constr ion In on ONE INCH ���S�crsT�R��� WASHINGTON ` �� �''� /° SHEET 34 � � � �� _ /y AS DRAWN sIONAL �� / nstructi Manager OF A/ File: SU1931018PUA3 -E04 ` 34 py 1) 60 z 0 Q U) 0- Q- W W U) 2 Me O U) W W F- r CL U CONTINUED FROM CONTINUED FROM LOWER LEFT LOWER LEFT 1335 PUMP 1 MOTOR PUMP 3 MOTOR CAVITY FLOAT 1336 ISR1336 CAVITY FLOAT RELAY RELAY 1304 1339 1337 P1300 _ 1338 O-i PUMP 1 MOTOR ISR1336 �- -� PUMP 3 MOTOR CAVITY FLOAT 1339 CR 1339 CAVITY FLOAT 1239, 1161 1241, 1161 1340 PUMP 1 MOTOR ISR1355 PUMP 3 MOTOR BEARING TEMP 1341 4 0 CR 1341 BEARING TEMP 1237,1161 1239, 1161 1342 PUMP 1 MOTOR ISR1358 PUMP 3 MOTOR MOISTURE PROBE 1343 CR 1343 MOISTURE PROBE 1241,1161 1 243, 1161 1344 THERMISTOR THERMISTOR MODULE 1345 TM 1345 MODULE 1312 -- 1347 1346 i 1 P1300 PUMP 1 TM1345 - - -, PUMP 3 MP 1347 CR OVERTEMP 1162 1162 1347 1162 1348 PUMP 2 MOTOR PUMP 2 MOTOR CAVITY FLOAT 1349 4 0 ISR1349 BEARING TEMP RELAY RELAY 1317 1319 1350 P1200 1351 PUMP 2 MOTOR �--� PUMP 2 MOTOR CAVITY FLOAT 1352 R1352 MOISTURE 1245, 1161 PROBE RELAY Vp 1321 1353 12 00 PUMP 2 MOTOR -t BEARING TEMP 1354 1243, 1161 -- PUMP 3 MOTOR 1355 ISR1355 BEARING TEMP RELAY PUMP 2 MOTOR 1341 MOISTURE PROBE 1356 1237, 1161 P13_00 _ OJ 1357 1 i THERMISTOR �--� PUMP 3 MOTOR MODULE 1358 ISR1358 MOISTURE 1325 PROBE RELAY 1343 1359 P13_00 PUMP 3� OVERTEMP 1360 1162 1361 PUMP 1 MOTOR BEARING TEMP 1362 RELAY 1306 1363 LEGEND: 1364 - -- - -- PANEL ENCLOSURE PUMP 1 MOTOR MOISTURE 1365 — — — — — — FIELD WIRING PROBE RELAY 1308 INTERNAL PANEL WIRING 1366 p TERMINAL IN PNL1961 MAIN CONTROL PANEL 1367 ♦ TERMINAL IN FIELD DEVICE 1368 CONTINUED ON UPPER RIGHT BURIED UTILITIES IN AREA DRAWING PLEASE CALL BEFORE YOU DIG NUMBER 1.800.424.5555 E13 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE REVIEWED BY: DATE: WHITE RIVER STORM SEWER PUMP STATION PROJECT Drawn DP 11/2010 �� R WOO 4 NUMBER These drawings conform to the Reviewed *'OQ u v � SOY WAS�l� MAINTENANCE AND REPAIR PROJECT CP0817 Z z Contractor's construction records. 'y CITY OF /f.. /f_ �y o Approved D2 n tt �o PUBLIC WORKS DEPARTMENT Project Ma r CONTRACT � _ NUMBER Drawn By: Date SCALE: NO SCALE 25 West Main Street ELECTRICAL CONTROL SCHEMATICS SHEET 5 00 a � PACtpM�TRaX to/ its 24717 �� Auburn, Washington 10 -17 ::J° W Constr ion In on ONE INCH ���S�crsT�R��� WASHINGTON ` �� �''� /° SHEET 34 � � � �� _ /y AS DRAWN sIONAL �� / nstructi Manager OF A/ File: SU1931018PUA3 -E04 ` 34 py 1) 60 z 0 Q U) 0- Q- W W U) 2 Me O U) W W F- r CL U