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C193 - AS BUILT PLANS
CITY OF AUBURN KING &PIERCE COUNTIES, WASHINGTON 2009 SEWER PUMP STATION REPLACEMENT PHASE B - ELLINGSON SEWER PUMP STATION CITY OFFICIALS Peter B. Lewis Mayor Dennis R. Dowdy, P.E. Director of Public Works Dennis L. Selle, P.E. City Engineer Assistant Director of Public Works Jacob C. Sweeting, P.E. Project Manager CITY OF A.IJBtfRN WASHINGTON PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington 1231 Fryar Avenue Sumner, Washington 253- 863 -5128 PROJECT NO. CP0817 CONTRACT NO. 10 -15 VICINITY MAP NOT TO SCALE DRAWING INDEX SHEET 1 - G1 - Cover Sheet SHEET 2 - G2 - General Information SHEET 3 - C1 - Site Preparation, Grading, and TESC Plan SHEET 4 - C2 - Pump Station Construction and Site Piping Plan SHEET 5 - C3 - Activate New Pump Station and Decommission Existing Pump Station SHEET 6 - C4 - Site Restoration Plan SHEET 7 - C5 - Profiles SHEET 8 - C6 - Civil Details SHEET 9 - Al - Floor Plan, Roof Plan SHEET 10 - A2 - Exterior Elevations SHEET 11 - A3 - Sections, Interior Elevations SHEET 12 - A4 - Details SHEET 13 - A5 - Reflected Ceiling/ Soffit Plan and Details SHEET 14 - M1 - Mechanical Legend and Abbreviations SHEET 15 - M2 - Smith and Loveless Underground Pump Station (Vendor Supplied Drawing) SHEET 16 - M3 - Wet Well Section SHEET 17 - M4 - Pump Station Details SHEET 18 - M5 - Pump Station Details SHEET 19 - M6 - Toilet Room Plumbing SHEET 20 - M7 - HVAC Plan and Details SHEET 21 - S1 - Structural Notes and Abbreviations SHEET 22 - S2 - Structural Notes SHEET 23 - S3 - Structural Details - Miscellaneous SHEET 24 - S4 - Foundation Plans SHEET 25 - S5 - Structural Details - Pump Station Foundation and Wet Well SHEET 26 - S6 - Structural Details - Building Foundation and Walls SHEET 27 - S7 - Structural Details - Roof SHEET 28 - S8 - Structural Details - Roof Connections SHEET 29 - El - Electrical Legend and Abbreviations SHEET 30 - E2 - Electrical Site Plan SHEET 31 - E3 - Electrical Sections and Details SHEET 32 - E4 - Electrical One -Line Diagram SHEET 33 - E5 - Electrical Interconnect Diagram SHEET 34 - E6 - Electrical Conduit and Cable Schedule SHEET 35 - E7 - Electrical Pump Station Building Plan SHEET 36 - E8 - Electrical Control Panel Layouts SHEET 37 - E9 - Electrical Control Schematics Sheet 1 SHEET 38 - E10 - Electrical Control Schematics Sheet 2 SHEET 39 - El 1 - Electrical Control Schematics Sheet 3 SHEET 40 - El - Electrical Control Schematics Sheet 4 CITY OF AUBURN APPROVALS THIS PLAN SET, SHEETS 1 to 40 , ARE APP VED FOR CONSTR TION BY: DENNIS SELLE, P.E., CITY ENGINEER DATE: REVIEWED BY: INGRID GAUB, P.E., ASSISTANT CITY ENGINEER DATE: JACOB SWEETING, P.E., PROJECT ENGINEER DATE: Ad*- vi- DATE: 10-5-10 BOB ELWELL, P.E., SANITARY SEWER ENGINEER �` ¢� DATE: ° --S -ia DAN REPP, P.E., UTILITY ENGINEER DATE�d MT. VIEW CEMETERY m LES 4" SUPERMALL GOVE PARK G.S.A. s PARK . J Q W z � 21ST $1 �, MUCKLESHOO-6 CASINO 3 BOEING; CITY OF INDUSTRIAL ALGONA in 29TR ST SE. AUBURN GAME FARM --a7TK SE 4- PR JECT w a SIT Py _ CfiY OF ND PACIFIC VICINITY MAP NOT TO SCALE DRAWING INDEX SHEET 1 - G1 - Cover Sheet SHEET 2 - G2 - General Information SHEET 3 - C1 - Site Preparation, Grading, and TESC Plan SHEET 4 - C2 - Pump Station Construction and Site Piping Plan SHEET 5 - C3 - Activate New Pump Station and Decommission Existing Pump Station SHEET 6 - C4 - Site Restoration Plan SHEET 7 - C5 - Profiles SHEET 8 - C6 - Civil Details SHEET 9 - Al - Floor Plan, Roof Plan SHEET 10 - A2 - Exterior Elevations SHEET 11 - A3 - Sections, Interior Elevations SHEET 12 - A4 - Details SHEET 13 - A5 - Reflected Ceiling/ Soffit Plan and Details SHEET 14 - M1 - Mechanical Legend and Abbreviations SHEET 15 - M2 - Smith and Loveless Underground Pump Station (Vendor Supplied Drawing) SHEET 16 - M3 - Wet Well Section SHEET 17 - M4 - Pump Station Details SHEET 18 - M5 - Pump Station Details SHEET 19 - M6 - Toilet Room Plumbing SHEET 20 - M7 - HVAC Plan and Details SHEET 21 - S1 - Structural Notes and Abbreviations SHEET 22 - S2 - Structural Notes SHEET 23 - S3 - Structural Details - Miscellaneous SHEET 24 - S4 - Foundation Plans SHEET 25 - S5 - Structural Details - Pump Station Foundation and Wet Well SHEET 26 - S6 - Structural Details - Building Foundation and Walls SHEET 27 - S7 - Structural Details - Roof SHEET 28 - S8 - Structural Details - Roof Connections SHEET 29 - El - Electrical Legend and Abbreviations SHEET 30 - E2 - Electrical Site Plan SHEET 31 - E3 - Electrical Sections and Details SHEET 32 - E4 - Electrical One -Line Diagram SHEET 33 - E5 - Electrical Interconnect Diagram SHEET 34 - E6 - Electrical Conduit and Cable Schedule SHEET 35 - E7 - Electrical Pump Station Building Plan SHEET 36 - E8 - Electrical Control Panel Layouts SHEET 37 - E9 - Electrical Control Schematics Sheet 1 SHEET 38 - E10 - Electrical Control Schematics Sheet 2 SHEET 39 - El 1 - Electrical Control Schematics Sheet 3 SHEET 40 - El - Electrical Control Schematics Sheet 4 CITY OF AUBURN APPROVALS THIS PLAN SET, SHEETS 1 to 40 , ARE APP VED FOR CONSTR TION BY: DENNIS SELLE, P.E., CITY ENGINEER DATE: REVIEWED BY: INGRID GAUB, P.E., ASSISTANT CITY ENGINEER DATE: JACOB SWEETING, P.E., PROJECT ENGINEER DATE: Ad*- LARRY E. DAHL, CONSTRUCTION MANAGER DATE: 10-5-10 BOB ELWELL, P.E., SANITARY SEWER ENGINEER �` ¢� DATE: ° --S -ia DAN REPP, P.E., UTILITY ENGINEER DATE�d :Z,,.. ©RANANG NUMBER G1 PROJECT NUMBER CP0817 CONTRACT NUMBER 10 -15 SHEET 1 OF 40 14D2062 WATER SYMBOLS Symbol Exist. Prop. Description UTILITY POLE &— WATER METER } ?{ GATE VALVE GEN. J BOX © STAND PIPE 't? Oa HYDRANT SANITARY /STORM SEWER SYMBOLS Symbol Exist. Prop. Description UTILITY POLE &— UTILITY POLE ANCHOR O 0 SANITARY SEWER MANHOLE J BOX © POWER VAULT APPROX Oa SANITARY SEWER VAULT 0 ASPH CATCH BASIN TYPE 2 NAVD 2 -INCH GRIND AND ACP OVERLAY GATE VALVE GRAVEL W SANITARY SEWER CLEAN OUT POWER/TELEPHONE SYMBOLS Symbol Exist. Prop. Description -0- UTILITY POLE &— UTILITY POLE ANCHOR O TELEPHONE RISER z J BOX © POWER VAULT CONSTRUCTION NOTES STREET WATER STORM SEWER OTHERS O o O C� SURFACE FEATURES /LANDSCAPING Symbol Exist. Prop. Description MON TREE (CONIFER) ACP TREE (DECIDUOUS) MPC SHRUB AP SIGN NA PIEZOMETER APPROX BOLLARD v STABILIZED CONSTRUCTION ENTRANCE ASPH CEMENT CONCRETE NAVD 2 -INCH GRIND AND ACP OVERLAY ASST GRAVEL W VEGETATED LANDSCAPE ASSY BARK MULCH WITH WEED BARRIER CHANNELIZATION SYMBOLS Symbol Exist. Prop. DESCRIPTION TWO WAY LEFT TURN ARROWS LEFT TURN ARROW SURVEY SYMBOLS Symbol Exist. Prop. DESCRIPTION ED MONUMENT (IN CASE) MONUMENT (SURFACE) ;•l MAG NAIL AC ASPHALT CONCRETE MON MONUMENT ACP ASPHALT CONCRETE PAVEMENT MPC MIDPOINT OF CURVE AP ANGLE POINT NA NOT APPLICABLE APPROX APPROXIMATE NAD NORTH AMERICAN DATUM ASPH ASPHALT NAVD NORTH AMERICAN VERTICAL DATUM ASST ASSISTANT NO. NUMBER or NORTH ASSY ASSEMBLY NST NO STEEPER THAN AUX AUXILIARY NTS NOT TO SCALE AVE AVENUE NW NORTHWEST AWS AUBURN WAY SOUTH O.C. ON CENTER BC BEGINNING OF CURVATURE OH /INT OVERHEAD INTERCONNECT BM BENCH MARK P POWER BND BEND PC POINT OF CURVATURE BOP BEGINNING OF PROJECT PCC POINT OF COMPOUND CURVATURE BOT BOTTOM P.E. PROFESSIONAL ENGINEER BOW BACK OF WALK PIED PEDESTRIAN BTWN BETWEEN P.I. POINT OF INTERSECTION CB CATCH BASIN PNT POINT CDF CONTROLLED DENSITY FILL POC POINT ON CURB CEM. CONC. CEMENT CONCRETE PPB PEDESTRIAN PUSH BUTTON CL, q, C /L. CLASS, CENTERLINE PRC POINT OF REVERSED CURVATURE CG CURB & GUTTER PROP PROPOSED CO CLEANOUT PRV PRESSURE REDUCING VALVE STATION CoA CITY OF AUBURN PS PUMP STATION CONN CONNECT PSE PUGET SOUND ENERGY CONST CONSTRUCT, CONSTRUCTION PSF POUNDS PER SQUARE FOOT CONT CONTINUED /CONTINUOUS PT POINT OF TANGENT COR CORNER PVC POLYVINYL CHLORIDE or CRV CURVE POINT OF VERTICAL CURVATURE CSBC CRUSHED SURFACING BASE COURSE PVI POINT OF VERTICAL INTERSECTION CSTC CRUSHED SURFACING TOP COURSE PVT POINT OF VERTICAL TANGENT CTL BASELINE CONTROL POINT, CONTROL R RADIUS DBW DOUBLE BROKEN WHITE RD ROAD DIET DETAIL, DETECTOR/DETECTION LOOPS REF REFERENCE DI DUCTILE IRON RJ RIGIDLY RESTRAINED MECHANICAL JOINT DIA DIAMETER RPM RAISED PAVEMENT MARKER DR DRIVE RR RAILROAD DS DOWNSPOUT RT RIGHT DSW DOUBLE SOLID WHITE R/W, ROW RIGHT OF WAY DSY DOUBLE SOLID YELLOW S, SO. SOUTH DWG DRAWING D, SD STORM DRAIN E EAST, or DISTANCE BETWEEN SDMH STORM DRAIN MANHOLE PVI & VERTICAL CURVE SE SOUTHEAST SEC SECTION EA EACH EC END OF CURVATURE SQ SQUARE SHT SHEET EL, ELEV ELEVATION SIG SIGNAL ENGR. ENGINEER SMH SANITARY SEWER MANHOLE EOP END OF PROJECT, EDGE OF PAVEMENT SMIC MONUMENT (IN CASE) EVP EMERGENCY VEHICLE PREEMPTION SMON MONUMENT (SURFACE) EX, EXIST EXISTING SS/#1S SANITARY SEWER/SIZE IN INCHES FCA FLANGE COUPLING ADAPTOR SST STAINLESS STEEL FH FIRE HYDRANT SSW SINGLE SOLID WHITE FL FLOW LINE /CURB GUTTER PAN, FLANGE SSY SINGLE SOLID YELLOW FO FIBER OPTIC ST STREET FOC FACE OF CURB STA STATION FT FEET /FOOT STD STANDARD G GAS LINE S/W SIDEWALK GIS GEOGRAPHICAL INFORMATION SYSTEMS SV SURVEY GV GAS VALVE SW SOUTHWEST HMA HOT MIX ASPHALT TMH TELEPHONE MANHOLE HOR HORIZONTAL TSPL TRAFFIC SIGNAL POLE W/ LUMINAIRE HP HIGH POINT TV TELEVISION HT HEIGHT TYP. TYPICAL HWY. HIGHWAY U/G UNDERGROUND IE INVERT ELEVATION UP UTILITY POLE IN INCH /INCHES UPA UTILITY POLE ANCHOR INT INTERSECTION UTIL UTILITY INTER INTERCONNECT CABLES VERT VERTICAL JB, J -BOX JUNCTION BOX VEH VEHICLE K RATE OF VERTICAL CURVE W WEST, WATER, WATER SERVICE L LENGTH OF ARC WA WASHINGTON LB(S) POUND, POUNDS W/ WITH LED LIGHT EMITTING DIODE WSDOT WASHINGTON STATE DEPARTMENT LF LINEAL FOOT /FEET OF TRANSPORTATION LOC LOCATION WWF WELDED WIRE FABRIC LP LOW POINT WV WATER VALVE LT LEFT LUMIN LUMINAIRE MAX MAXIMUM MB MAILBOX MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT EXISTING 94 LINETYPES PROPOSED SF SURFACE FEATURES: CURB /PAVEMENT /SIDEWALK BUILDING LINE FENCE SILT FENCE CHANNELIZATION LINE EDGE OF PAVEMENT GRAVEL FLOWLINE VEGETATION LINE SURVEY: CENTERLINE CONTOUR TOE OF SLOPE TOP OF SLOPE RIGHT -OF -WAY SECTION LINE PROPERTY LINE SANITARY SEWER EASEMENT PERMANENT EASEMENT LONG TERM ACCESS EASEMENT TEMPORARY USE PERMIT AREA PROJECT NOTES: 1. STRUCTURE CALL OUTS REFERENCE CENTER OF STRUCTURE. 2. CONTRACTOR SHALL PROVIDE AND TEST BYPASS PUMPING BEFORE ACTIVATING NEW PUMP STATION AND DECOMMISSIONING EXISTING PUMP STATION. 3. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 4. STANDARD PLANS SHALL BE THE LATEST EDITION AND SPECIFICATIONS SHALL BE 2008 WSDOT /APWA AS MODIFIED BY THE CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DETAILS. A COPY OF THESE APPROVED PLANS AND APPLICABLE DETAILS SHALL BE ON SITE DURING CONSTRUCTION. 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1.800.424.5555) FOR UTILITY LOCATIONS. 6. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON- SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/ SILTATION CONTROL PROCEDURES. 7. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE DEPTHS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 8. RIGHT OF WAY LINES SHOWN ARE BASED ON CITY OF AUBURN GIS AND ARE CONSIDERED INFORMATION ONLY AND NOT TRUE LOCATION. PROJECT BENCHMARKS Horizontal Datum: HAD 83-91 (Washington North Zone) Vertleal: NAVD 88 1) (CBM 31-C), MONUMENT AT'A' ST SE AND 41 ST SE N = 102339.63 E = 1293964.34 ELEV = 91.81 DETAIL CALL OUT SECTION CALL OUT X DETAIL NUMBER SECTION NUMBER X BURIED UTILITIES IN AREA DRAWING PLEASE CALL BEFORE YOU DIG NUMBER Y REF. DRAWING SHEET NUMBER REF. DRAWING SHEET NUMBER Y 1.80.424.5555 G2 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE R DATE: 2009 SEWER PUMP STATION REPLACEMENT NUMBER i2lZO12 A�- CgS''fR�1CCL�'L� C'xtA>wlviNCw Drawn JB 1012010 G. JoHNs CP0817 These drawings conform to the �� of WAS 1' PHASE B: ELLINGSON SEWER PUMP STATION Z Reviewed t0 L.1a j ° PUBLIC WORKS DEPARTMENT CONTRACT Z z Contractor's construction records. �� `F� CITY OF O Approved 10 .. - �o c� �� Drawn By: Date SCALE: NO SCALE 25 West Main Street Proj M GENERAL INFORMATION NUMBER M �- PARAAM1279UW %Ztzo`2 *0 468$6 ''� �� Auburn, Washington o - S 10 -15 ° W Constru ion Inspecti ONE INCH �.c��'�crs rEg�9 �' WASHINGTON "� SHEET 2 AS DRAWN SSIOATAL ECG nstruct' n Manager OF 40 File: SU1931018PA2- G2.DWG fi I M rj - ia�= z W 2 W 0 Q J W W z O Q U) D W W U) 0) O C) N ti T- oo 0 CL 0 UTILITIES: SS SANITARY SEWER SANITARY SEWER FORCE MAIN W WATER W _ - GAS G ___ POWER (OVERHEAD) P BT TELEPHONE (BURIED) PROJECT NOTES: 1. STRUCTURE CALL OUTS REFERENCE CENTER OF STRUCTURE. 2. CONTRACTOR SHALL PROVIDE AND TEST BYPASS PUMPING BEFORE ACTIVATING NEW PUMP STATION AND DECOMMISSIONING EXISTING PUMP STATION. 3. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 4. STANDARD PLANS SHALL BE THE LATEST EDITION AND SPECIFICATIONS SHALL BE 2008 WSDOT /APWA AS MODIFIED BY THE CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DETAILS. A COPY OF THESE APPROVED PLANS AND APPLICABLE DETAILS SHALL BE ON SITE DURING CONSTRUCTION. 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1.800.424.5555) FOR UTILITY LOCATIONS. 6. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON- SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/ SILTATION CONTROL PROCEDURES. 7. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE DEPTHS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 8. RIGHT OF WAY LINES SHOWN ARE BASED ON CITY OF AUBURN GIS AND ARE CONSIDERED INFORMATION ONLY AND NOT TRUE LOCATION. PROJECT BENCHMARKS Horizontal Datum: HAD 83-91 (Washington North Zone) Vertleal: NAVD 88 1) (CBM 31-C), MONUMENT AT'A' ST SE AND 41 ST SE N = 102339.63 E = 1293964.34 ELEV = 91.81 DETAIL CALL OUT SECTION CALL OUT X DETAIL NUMBER SECTION NUMBER X BURIED UTILITIES IN AREA DRAWING PLEASE CALL BEFORE YOU DIG NUMBER Y REF. DRAWING SHEET NUMBER REF. DRAWING SHEET NUMBER Y 1.80.424.5555 G2 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE R DATE: 2009 SEWER PUMP STATION REPLACEMENT NUMBER i2lZO12 A�- CgS''fR�1CCL�'L� C'xtA>wlviNCw Drawn JB 1012010 G. JoHNs CP0817 These drawings conform to the �� of WAS 1' PHASE B: ELLINGSON SEWER PUMP STATION Z Reviewed t0 L.1a j ° PUBLIC WORKS DEPARTMENT CONTRACT Z z Contractor's construction records. �� `F� CITY OF O Approved 10 .. - �o c� �� Drawn By: Date SCALE: NO SCALE 25 West Main Street Proj M GENERAL INFORMATION NUMBER M �- PARAAM1279UW %Ztzo`2 *0 468$6 ''� �� Auburn, Washington o - S 10 -15 ° W Constru ion Inspecti ONE INCH �.c��'�crs rEg�9 �' WASHINGTON "� SHEET 2 AS DRAWN SSIOATAL ECG nstruct' n Manager OF 40 File: SU1931018PA2- G2.DWG fi I M rj - ia�= z W 2 W 0 Q J W W z O Q U) D W W U) 0) O C) N ti T- oo 0 CL 0 2 T S D CONSTRUCTION NOTES D SD 01 lu ) TESC/CIVIL NOTES F < L INSTALL SILT FENCE PER CITY OF AUBURN STANDARD DETAIL EROSION-03 INSTALL INLET PROTECTION PER CITY OF AUBURN STANDARD DETAIL F Pi - M EROSION-04. F M FM -M FM ---12 "D W W -12" FM DEMO EXISTING FENCE AS REQUIRED FOR PUMP STATION EXCAVATION. W W PROVIDE TEMPORARY FENCING TO PROTECT EXISTING PUMP STATION. w- W W W W W W G) REMOVE/ABANDON EXISTING PIEZOMETER PER DEPARTMENT OF ELLINGSON RD ECOLOGY REQUIREMENTS AND PROJECT SPECIFICATIONS. STREET NOTES �11+00 12 13+00 13+ `r 2 EXISTING TREES TO BE REMOVED. r 3s- 42"Cow- SS REMOVE EXISTING CONCRETE FLATWORK SS S STABILIZED u I -S Zi 127 CONSTRUCTION SANITARY SEWER NOTES IS ;7tj�- - 0-1 ENTRANCE t --- TEMPORARY USE PERM EX S�SMH 1�309-50 IT STABILIZED '*-�AREA CORNER/BEGIN SILT FE E STA 12+07, 25.3' RT STA 12+32,4.0'RT EXISTING PUMP STATION TO REMAIN IN SERVICE UNTIL NEW STATION IS CONSTRUCTION STA 12+03, 30.0' RT 8" DI CIO RIM=94.12 OPERATIONAL. SEE SECTION 1-08.5(1) OF PROJECT SPECIFICATIONS. I - -- - EX 12"SS (W) IE=79.39 IrDI W- W ENTRANCE W W- W W W- STA 11+79,26.4RT EX 12-SS (E) IE=79.43 SS G SILT FE EX 8 -SS (S) IE=79.26 EXCAVATION NOTES -SS (NW) TOP PIPE=87.03 EX 6 C, 1. ALL NATIVE MATERIAL SHALL BE REMOVED AND DISPOSED OF IN -x 4-T-L C, 0 v ACCORDANCE WITH THE CONTRACT SPECIFICATIONS UNLESS 8 OTHERWISE DIRECTED BY THE ENGINEER. B - P----- P----- P----- P - - - - -P p - p B11T p P - -- -- I BT BT LEGEND A-, p --- 9, TEMPORARY USE PERMIT TEMPORARY USE PERMIT AREA/ PUMP STATION EXCAVATION AREA. AREA CORNERIBEGIN SILT FENCE PERMANENT EASEMENT CORNER EXISTING VEGETATION STA 11+83,30.9 RT STA 11 +95, 30.0' RT PERMANENT EASEMENT CORNER STA 12+40, 30ff RT EX SHALL PLACE 3 INCHES OF CSBC PRIOR TO USE. TEMPORARY USE TO EASEMENT LINE DUVALL WHITE RIVER LLC STA 13+21, 4.5' RT CONTRACTOR SHALL RESTORE STAGING AREA AT PROJECT REMOVE EXISTING SHRUBBERY 3 PROPOSED TEMPORARY USE PERMIT AREA. CONTRACTOR EX SSMH 3212 TEMPORARY USE'., PERMIT AREA 4248 A ST SE RIM=95.00 COMPLETION. PERMIT AREA TEMPORARY 2 (2) EX 12 SS (W) IE=79.70 CORNER/SILT FENCE AREA CORNER/SILT FENCE EX 12"SS (E) IE=79.70 STA 10+95, 50' RTC STA 11+83, 50' RT EX 8 SS (NE) IE=79.70 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER CITY OF TOP PIPE AT TOP DROP=89.50 AUBURN STANDARD DETAIL EROSION-01. PAENCt- - 'T EXISTING DRY WELL STA 12+32,64.1'RT s- Lj _j RIM EL=96.06 3 \,EX SSMH 1309,01 STA 12+49,51.1- RT RIM=93.59 EX PI&OM EX 8"SS (E) IE=82.89 4 4 _ i EX 8-SS (E) IE=79.05 EX 8 S (S) IE=79.04 EX 8 -SS (W) IE=79.00 EXISTING WET WELL STA 12+32, 53.3' RT rj rj r-] STABILIZED RIM EL=93.34 EX 8 SS (N) IE=79.94 TEMPORARY USE CONSTRUCTION 3 EX 8-SS (E) tE=78.99 PERMIT AREA _F ENTRANCE EX SS (S) IE=73.27 STA 11 +83, 71.81 RT \--SANITARY SEWER EASEMENT STABILIZED CONSTRUCTION ENTRANCE STA 12+03, 67.7 RT TEMPORARY USE PERMIT AREA CORNERISILT FENCE T21 STA 110+94,99.3-11T MPORARY USE TEMPORARY AREA ORNERISILT FENCE (3) STA 11 +94, 99.3' RT PUGET SOUND ENERGY 3500 A ST SE 0 10 20 30 PERMANENT EASEMENT CORNER SILT FENCE STA 12 +39, 105.3' RT GRAPHIC SCALE 0 - PERMANENT EASEMENT CORNER SILT STA 11 +94, 104.5' RT BURIED UTILITIES IN AREA DRAWING PLEASE CALL BEFORE YOU DIG NUMBER 1.800.424.5555 C 1 Revision DRAWN TO SCALE, SCALE MAYBE DISTORTED FROM REPRODUCTION BY DAM NNo. Date REVIEWED BY: DATE: 2009 SEWER PUMP STATION REPLACEMENT MBER Drawn JB; 10/2010 0 3011 4S' CP0817 These drew conform to ft PHASE B: ELLINGSON SEWER PUMP STATION z Contradoes wnstruclion records. RevW*ed lz:�,- V!N �zoyj of 0 CITY OF PUBLIC WORKS DEPARTMENT CONTRACT 9 Approved ml 16-q-10 -p-r-q-;ecfm~ NUMBER I- Drawn By: Daft SCALE: 1"= 10, 25 West Main Street W SITE PREPARATION, GRADING, AND TESC PLAN 06 10-15 a U. B Aubum, Washington PARAMWT94X 1?./ "%?. 0 W co:n,7,n In ONE INCH WASHINGTON zD 0 1 SHEET3 W 0 AS DRAWN �-�bnstrucfionNamger OF 40 File: su193101apA2-c1.Dm Li jk A 4� 1-- z Lu 2 W a. NW LL z 0 c/) a. LLI cf) 0) 0 0 00 0 STA 4 ROADWAY EXCAVATION AREA STA 11 +73, 21.7' RT 13.7' LT ITS. . 12 "St), CUT 4 PLO, rorwD WITH C.omcltfri'tgr Ste, - � �—� . r 2" ELLINGSON RD 1 r ROADWAY EXCAVATION AREA � _ - - 11 +00 STA 11 +73, 5.2' LT ROADWAY EXCAVATION AREA STA 11 +99, 4.7' LT 2+ NEW SSMH 1309 -52 TYPE 1 -54 " 2 STA 12 +11, 6.4' RT - - -- - - RIM =93.70 - 12 "SS (W) IE =79.40 12 "SS (E) IE =79.31 S 12" C ©NC 15 "SS (S) IE =79.06 r' SEE DETAIL 12" DI FORCE MAIN _ 2 6 STA 12 +05, 4� LT TO STA 12 +04, �-9' RT -zab __SS_ °- - Cfi s s — ROADWAY EXCAVATION AREA - -- - - - - - -- STA 11 +99 25 6' RT VACUUM RELIEF VALVE VAULT STA 4✓1 -w98; 32-6»RT PROPOSED PUMP STATION ROOFLINE PROPOSED PUMP STATION SEE DRAWING NUMBER M4 1 ROADWAY EXCAVATION AREA STA 12 +19, 30.4' LT sv Fe S III, ' ROADWAY EXCAVATION AREA STA 12 +19, 1.1' LT 12" PVC SDR 35 b STA 12 +32, 4.0' RT TO STA 12 +11, 6.4' RT i ' 21 LF { EX SSMH 1309 -50 I Di STA 12 +32, 4.0' RT DI RIM =94.12 12 "SS (W) 1E =79.39 EX 12 SS (E) IE =79.43 i W - - EX 8 "SS (S) IE =79.26 12" EX 6 "SS (NW) TOP PIPE =87 03 ". — — _� — 1 _ — — - W p (S /^,,,,-4- PVC D 35) 1 VACUUM RELIEF VALVE VAULT DRAIN LINE /— EXISTING VEGETATION STA "' I "' 84' RT TO STA 4 -{*96, 42.@ RT 4LF I IiAi- 5134.1' 1 1.697.5, Snood STA 12 +38, 1.0' LT �- 13 +00 4 4" SANITARY SEWER CLEAN OUT 10 STA ... 96 .^ 0' RT � 0 1 ♦9ri.S, °7 _ S,2" C W — � S TZ CONC_ ROADWAY EXCAVATION AREA STA A A FLOW METER VAULT RT , 4 12 +0C(a �-- ---��_ ---- STA 12 +38, 9.0' RT rte— It +17-6,'5'9-o STA 4�-r8+1 3r r8' RT ROADWAY E - 4" PVC SDR 35 # STA 1 " +19 8 �® �® `/ _® �_ o �.._ �a �e 8„ 1 6 VACUUM RELIEF VALVE VAULT DRAIN LINE pl !_ STA 44-}9fr -x-93 RT TO STA 12 +11, 42.1' RT ROAD A EX A TION AREA -I+LF it* otig, ,'39.0 - - - ry STA 1 +1 , 24 2" STL r 5" PVC (SDR 35) - 6 6 STA 12 +11, 6.4' RT TO STA 12 +11, 42.1' RT RL ---- P----- P----- P-- 36 LF - -P - - -_ P- - — — —BT— 12" DI FORCE MAIN I 6 STA 422+94; 3:7.0° RT TO STA 121194 84.9' RT S" pvc (SDR. 3%) ` 48 LF 12t04.t�,3S:I' t2�CSx.4 2 NEW SSMH 1309 -53 TYPE 1 -72" EX SSMH 1309 -51 STA 12 +11, 42.1' RT 42 . Z.' R.T S;FA 012 665500 -0003 STA 13 +21, 4.5' R T RIM =93.25 t8 RIM =95.00 L►�'" 15 "SS (N) IE =78.30 12 "x8" TEE RJxRJxFL - DUVALL WHITE RIVER LLC 15 "SS (S) IE =78.20 12" GV (FLxRJ) , '" YEN+ pHaE- 8 "SS (E) IE =78.84 STA 12 +04, 52.4' RT TEMPORARY USE ' 4 "SS (W) IE =79.17 PERMIT AREA SEE DETAIL 6 15" PVC (SDR 35) EX TOP PIPE AT TOP DROP =89.50 STA 12 +11, 42.1' RT TO STA 12 +10, 77.7' RT - - C6 36 LF r'; ODOR CONTROL VAULT G;FA44•+99, 77.7' RT STA It ♦9g.0 JJ BOLLARD 4 STA 12 +01, 83.7' RT ODOR CONTROL VAULT% EXHAUST TUBE r j I Ir8's cell ze STA 11 +99, 85.7' RT 12 "- 90° BEND RJ im ^' 91 _ 3 3-LF 12" DI FORCE MAIN 12 "- 90° BEND (RJ) STA 4 i @4 RT EX SSMH 1309 -01 .9' _ - - - { 9 STA 12 +1 0, 77.7' RT y I STA 12 +49, 51.1' RT 665500-0004 16" PUMP STATION VENT STA 11 +98, 98.3' RT PUGET SOUND ENERGY SEE DRAWING NUMBER M4 i 3500 A ST SE 12" DI SUCTION LINES PROPOSED PUMP STATION ROOFLINE PROPOSED PUMP STATION SEE DRAWING NUMBER M4 1 ROADWAY EXCAVATION AREA STA 12 +19, 30.4' LT sv Fe S III, ' ROADWAY EXCAVATION AREA STA 12 +19, 1.1' LT 12" PVC SDR 35 b STA 12 +32, 4.0' RT TO STA 12 +11, 6.4' RT i ' 21 LF { EX SSMH 1309 -50 I Di STA 12 +32, 4.0' RT DI RIM =94.12 12 "SS (W) 1E =79.39 EX 12 SS (E) IE =79.43 i W - - EX 8 "SS (S) IE =79.26 12" EX 6 "SS (NW) TOP PIPE =87 03 ". — — _� — 1 _ — — - W CONSTRUCTION NOTES STREET NOTES 4 INSTALL BOLLARDS PER WSDOT STANDARD PLAN H- 60.20 -01, BOLLARD TYPE 2. SANITARY SEWER NOTES 1 EXISTING PUMP STATION TO REMAIN IN SERVICE UNTIL NEW STATION IS v OPERATIONAL. SEE SECTION 1 -08.5(1) OF PROJECT SPECIFICATIONS. 2OCONSTRUCT NEW SANITARY SEWER STRUCTURE WITH TYPE, SIZE, AND LOCATION AS SHOWN. SEE DRAWING NUMBER C5 FOR PROFILES. ODOR CONTROL VAULT. SEE DETAIL 1 M4 OFLOW METER VAULT. SEE DETAIL 1 M5 OVACUUM RELIEF VALVE VAULT. SEE SECTION A M5 OCONSTRUCT NEW SANITARY SEWER MAIN WITH TYPE, SIZE, FITTINGS, VALVES, AND LOCATION AS SHOWN. SEE DRAWING NUMBER C5 FOR PROFILES. 7 CITY OF AUBURN/ KING COUNTY FORCE MAIN CONNECTION. ALL WORK O INSIDE SPECIFIED AREA TO BE PAID LUMP SUM PER PROJECT SPECIFICATIONS EXCEPT FURNISHING BACKFILL, AND PAVEMENT RESTORATION. SEE DETAIL 3 M5 O8 CONSTRUCT BYPASS PORT. SEE DETAIL 4 M5 CONSTRUCT NEW WET WELL. SEE DRAWING NUMBER M3. 10 4" SANITARY SEWER CLEAN OUT PER CITY OF AUBURN STANDARD DETAIL SEWER -02. LEGEND GRAVITY SEWER, FORCE MAIN, AND MANHOLE EXCAVATION AREA. REMOVE EXISTING ACP. EXISTING ACP VAiRES FROM 12- INCHES TO 16- INCHES THICK. RESTORE TRENCHES PER CITY OF AUBURN STANDARD DETAIL TRAFFIC -02 AS MODIFIED BY SECTION C Cfi PIPE TRENCH. 0 10 20 30 GRAPHIC SCALE BURIED UTILITIES IN AREA DRAWING PLEASE CALL BEFORE YOU DIG NUMBER 1.800.424.5555 C2 No. Date Revision DRAwNTO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE REVIEWED BY: DATE: 2009 SEWER PUMP STATION REPLACEMENT NUMBER 1 04 /Zott 6TA ReYtS►OfJS ASR 91URVGY Drawn JB 10/2010 C. JOHNS ���� These drawings conform to the ,� T E LLI NGSON SEWER PUMP STATION C P0817 Reviewed 0 ��d �� xI o PUBLIC WORKS DEPARTMENT CONTRACT I%/ xDlx AS c�w�'fRl►�c-'~t� >C>yRJ►W11�W� Z z Contractor's construction records. CITY OF p - - o a� o Approved - _,� ��, � proi � P STATION CONSTRUCTION NUMBER 6 Drawn By: Date SCALE. 1" =10' 25 West Main Stmt PUM S A 10 -15 R p PAW.AMS- P.. ►x 12.1-Lo , 4��s6 Auburn, Washington U W Construction Inspectio ONE INCH �,s �GISTER �� WASHINGTON �° d'" ° AND SITE PIPING PLAN SHEET 4 wcr U AS DRAWN s1oNAL Struction Wnager File: SU1931018PA2- C2.DVYG OF 40 F- z Uj 2 LtJ 0 J CL L LI W z O L1J 3: W U) 0 N r O U 1 ROADWAY EXCAVATION AREA _. STA 12 +38, 1.0' LT 13 +00 13 +38 0 °7 _ S,2" C W — � S TZ CONC_ ROADWAY EXCAVATION AREA STA 12 +38, 9.0' RT ROADWAY E NATION AREA # STA 1 " +19 8 �® �® `/ _® �_ o �.._ �a �e 8„ 1 ml pl !_ ROAD A EX A TION AREA - - - ry STA 1 +1 , 24 2" STL r - RL ---- P----- P----- P-- - - -P -- - -P - - -_ P- - — — —BT— S" pvc (SDR. 3%) ` 3TA l2+10.-1 14Z X (CT TO °S'CA 12 - 28.9, EX SSMH 1309 -51 42 . Z.' R.T S;FA 012 665500 -0003 STA 13 +21, 4.5' R T t8 RIM =95.00 - DUVALL WHITE RIVER LLC EX 12 "SS (W) IE =79.70 , '" YEN+ pHaE- 4248 A ST SE EX 12 SS (E) IE =79.70 EX 8 "SS (NE) IE =79.70 _ I EX TOP PIPE AT TOP DROP =89.50 ' - - `iTJ , r'; JJ y WM193.26 r j I Ir8's cell ze im ^' 91 EX SSMH 1309 -01 y I STA 12 +49, 51.1' RT I RIM -93.59 i EX 8 "SS (E) IE =82.89 ' EX 8 "SS (E) IE =79.05 - - -- -� EX 8 "SS (S) IE =79.04 "SS EX 8 (W) IE =79.00 ' ( 8 "SS (NW) IE =79.00 w w_ 8" PVC SDR 35 6 STA 42,�� RT TO STA 12 +49, 51.1' RT -49-LF t2tM'%.}2.2.' I 22 BYPASS PORT 8 STA 12 +18, 52.5' RT GATE VALVE RJ " STA 12 +16, 52.5' RT _ - 1 �� i f I 8„ DI FORCE MAIN 6 STA 12 +04, 52.4' RT TO STA 12 +18, 52.5' RT - + I 14 LF 6" PVC SDR 35 SIDE SEWER -- ------- ' °--- - ----- ( SEE CITY OF AUBURN STANDARD PLAN SEWER -01 AND SEWER -02 STA 12+11, 67.6' RT TO STA 12 +21, 67.7' RT 6 "SD PVC SDR 35 I 10 LF FOR DOWNSPOUT 2 LF �I I 24" CONCRETE I SPLASH BLOCK AND QUARRY SPALLS SANITARY SEWER EASEMENT CONSTRUCTION NOTES STREET NOTES 4 INSTALL BOLLARDS PER WSDOT STANDARD PLAN H- 60.20 -01, BOLLARD TYPE 2. SANITARY SEWER NOTES 1 EXISTING PUMP STATION TO REMAIN IN SERVICE UNTIL NEW STATION IS v OPERATIONAL. SEE SECTION 1 -08.5(1) OF PROJECT SPECIFICATIONS. 2OCONSTRUCT NEW SANITARY SEWER STRUCTURE WITH TYPE, SIZE, AND LOCATION AS SHOWN. SEE DRAWING NUMBER C5 FOR PROFILES. ODOR CONTROL VAULT. SEE DETAIL 1 M4 OFLOW METER VAULT. SEE DETAIL 1 M5 OVACUUM RELIEF VALVE VAULT. SEE SECTION A M5 OCONSTRUCT NEW SANITARY SEWER MAIN WITH TYPE, SIZE, FITTINGS, VALVES, AND LOCATION AS SHOWN. SEE DRAWING NUMBER C5 FOR PROFILES. 7 CITY OF AUBURN/ KING COUNTY FORCE MAIN CONNECTION. ALL WORK O INSIDE SPECIFIED AREA TO BE PAID LUMP SUM PER PROJECT SPECIFICATIONS EXCEPT FURNISHING BACKFILL, AND PAVEMENT RESTORATION. SEE DETAIL 3 M5 O8 CONSTRUCT BYPASS PORT. SEE DETAIL 4 M5 CONSTRUCT NEW WET WELL. SEE DRAWING NUMBER M3. 10 4" SANITARY SEWER CLEAN OUT PER CITY OF AUBURN STANDARD DETAIL SEWER -02. LEGEND GRAVITY SEWER, FORCE MAIN, AND MANHOLE EXCAVATION AREA. REMOVE EXISTING ACP. EXISTING ACP VAiRES FROM 12- INCHES TO 16- INCHES THICK. RESTORE TRENCHES PER CITY OF AUBURN STANDARD DETAIL TRAFFIC -02 AS MODIFIED BY SECTION C Cfi PIPE TRENCH. 0 10 20 30 GRAPHIC SCALE BURIED UTILITIES IN AREA DRAWING PLEASE CALL BEFORE YOU DIG NUMBER 1.800.424.5555 C2 No. Date Revision DRAwNTO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE REVIEWED BY: DATE: 2009 SEWER PUMP STATION REPLACEMENT NUMBER 1 04 /Zott 6TA ReYtS►OfJS ASR 91URVGY Drawn JB 10/2010 C. JOHNS ���� These drawings conform to the ,� T E LLI NGSON SEWER PUMP STATION C P0817 Reviewed 0 ��d �� xI o PUBLIC WORKS DEPARTMENT CONTRACT I%/ xDlx AS c�w�'fRl►�c-'~t� >C>yRJ►W11�W� Z z Contractor's construction records. CITY OF p - - o a� o Approved - _,� ��, � proi � P STATION CONSTRUCTION NUMBER 6 Drawn By: Date SCALE. 1" =10' 25 West Main Stmt PUM S A 10 -15 R p PAW.AMS- P.. ►x 12.1-Lo , 4��s6 Auburn, Washington U W Construction Inspectio ONE INCH �,s �GISTER �� WASHINGTON �° d'" ° AND SITE PIPING PLAN SHEET 4 wcr U AS DRAWN s1oNAL Struction Wnager File: SU1931018PA2- C2.DVYG OF 40 F- z Uj 2 LtJ 0 J CL L LI W z O L1J 3: W U) 0 N r O U ASS s EXISTING VEGETATION TEMPORARY USE PERMIT AREA I 665500 -0004 PUGET SOUND ENERGY 3500 A ST SE No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION 12/2012 Amy - CO WSTRUC"1' Drawn These drawings conform to the Reviewed Z0 Contractor's construction records. Approved I Drawn By: Date SCALE: LL 1= PARAMC3TRI V &%012. s. 1" = 10' Ov w Const ion Ins on ONE INCH Uj V AS DRAWN File: SU1931018PA2- C3.DWG CS -, J 0j- 0 GQ) av4 20° Di 12" DI. mom I IMMI 1 L �2�_ ss 3 1 EX SSMH 1309 -50 _ ,v ` 14 STA 12 +32, 4.0' RT F{ aa �_- W - - M - m_ RIM = 94.12 - " --�- Eor --___ ®-- --__ -®- . 12 �' - � .� ;ter p G4RP 3Tt�T 12 "SS (W) IE= 79.39✓ TOM1 EX 12 "SS (E) IE =79.43 T 12isSA 2iAr tm cr W !� Z7 EX 6 (NW) TOP PI PE =87.03 �' W- ELLINGSON RD ; Q 11 +00 12 STA 11 +76, 14.0' LT TO STA 12 +26 50.0' RT ' - - - 1 86 LF 12 +00 CONNECT TO EX 8 "W 'S S � STA 12 +33, 15.8' RT 3 j t STA 12 +33, 15.8' RT TO STA 12 +33, 30.9 RT 1 15 LF sr .� pl 8 DI " d 12" CON- S, S - LL N BT- P P P - - EXISTING VEGETATION TEMPORARY USE PERMIT AREA I 665500 -0004 PUGET SOUND ENERGY 3500 A ST SE No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION 12/2012 Amy - CO WSTRUC"1' Drawn These drawings conform to the Reviewed Z0 Contractor's construction records. Approved I Drawn By: Date SCALE: LL 1= PARAMC3TRI V &%012. s. 1" = 10' Ov w Const ion Ins on ONE INCH Uj V AS DRAWN File: SU1931018PA2- C3.DWG CS -, J 0j- 0 GQ) av4 20° Di 12" DI. mom I IMMI 1 L �2�_ ss 3 1 0 EX SSMH 1309 -50 _ ,v ` 14 STA 12 +32, 4.0' RT �_- W - - M - m_ RIM = 94.12 - " --�- Eor --___ ®-- --__ -®- . 12 �' - � .� ;ter p G4RP 3Tt�T 12 "SS (W) IE= 79.39✓ TOM1 EX 12 "SS (E) IE =79.43 T 12isSA 2iAr tm cr EX 8 "SS (S) IE =79.26 "SS !� Z7 EX 6 (NW) TOP PI PE =87.03 13 +00 CONNECT TO EX 8 "W 'S S � STA 12 +33, 15.8' RT 3 j NEW /q' WATER SERVICE STA 12 +33, 15.8' RT TO STA 12 +33, 30.9 RT 1 15 LF sr .� pl 8 DI " 0 46966 *,ism A C5 $1 0 YV 1 I J I ' 1 1 I I W 13 +38 12" CONC - -W -- CONSTRUCTION NOTES WATER NOTES 1� TAP EXISTING WATER MAIN AND PLACE 1 -INCH WATER LINE, 3/4 -INCH METER AND NEW WATER SERVICE METER BOX AT LOCATION SHOWN ON PLANS AND PER CITY OF AUBURN STANDARD DETAILS WATER -13 AND WATER -16. SANITARY SEWER NOTES OEXISTING PUMP STATION TO REMAIN IN SERVICE UNTIL NEW STATION IS OPERATIONAL. SEE SECTION 1- 08.5(1) OF PROJECT SPECIFICATIONS. <a> PLUG AND ABANDON EXISTING PIPE AFTER NEW PUMP STATION IS OPERATIONAL. REMOVE AS NEEDED TO INSTALL NEW IMPROVEMENTS <9> CONTRACTOR TO POTHOLE EXISTING VALVES ON KING COUNTY AND CITY OF AUBURN FORCE MAINS TO VERIFY TYPE AND LOCATION. VALVE ON EXISTING 12" KING COUNTY FORCE MAIN TO REMAIN. AFTER NEW PUMP STATION IS OPERATIONAL, PLUG AND ABANDON EXISTING CITY OF AUBURN FORCE MAIN. INSTALL BLIND FLANGE OR MJ PLUG ON KING COUNTY FORCE MAIN VALVE AND PROVIDE THRUST BLOCKING AS REQUIRED. <8> ABANDON /REMOVE EXISTING WET WELL, DRY WELL, ELECTRICAL PANEL, STANDPIPE, FENCE AND OTHER ASSOCIATED PUMP STATION EQUIPMENT AFTER PROPOSED PUMP STATION BEGINS OPERATION. SEE PROJECT SPECIFICATIONS FOR ITEMS TO BE SALVAGED. SEE DETAIL 5 <8> RE- CHANNEL MANHOLE. SEE DETAIL 3 C6 C6 <8> RE- CHANNEL MANHOLE. SEE DETAIL 4 C6 2" STL ---- P----- P----- P----- P - - - -tEX _ P- WATeR t-ARtR 1��C I CAMPED A RI 1309 -51 STA 12 +371 50.9' RT STA 13 +21, 45 RT WATER METER BOX 665500 -0003 RIM =95.00 STA 12 +33, 30.9' RT 1 EX 12 "SS (W) IE =79.70 DUVALL WHITE RIVER LLC EX 12 "SS (E) IE =79.70 4248 A ST SE EX 8 "SS (NE) IE =79.70 NEW 3/4' WATER SERVICE TOP PIPE AT TOP DROP =89.50 S I STA 12 +33, 30.9' RT TO STA 12 +33, 62.4' RT 1 STA 12 +33, 62.4' RT TO STA 12 +22, 62.4' RT ST& 12 +22, 62.4' RT TO STA 12 +22, 64.9' RT i EX SSMH 1309 Nf� STA 12 +49, 51. RIM =93.59 j EX 8 "SS (E) IE =82.89 EX 8 "SS (E) IE =79.05 EX 8 "SS (S) IE =79.04 EX 8 "SS (W) IE =79.00 $ "SS (NW) IE =79.00 I 1 ( v _ I 1 I i I I I I i I I \- SANITARY SEWER EASEMENT i I I I I CITY OF AtjBU N WASHINGTON PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington REVIEWED BY: DATE: Iftiz • • /1I Projec "t-cffistructiontManager LEGEND PIPE TRENCH. 0 10 20 30 GRAPHIC SCALE BURIED UTILITIES IN AREA DRAMNNG PLEASE CALL BEFORE YOU DIG NUMBER 1.800.424.5555 C3 2009 SEWER PUMP STATION REPLACEMENT N OM PHASE B: ELLINGSON SEWER PUMP STATION CP0817 CONTRACT ACTIVATE NEW PUMP STATION NUMBER 10 -15 AND DECOMMISSION EXISTING PUMP STATION S.IT 5 OF 40 /Af 2006112 I- z W Z W U a J a. W W z O a.. G CL W W W CN U S,sya - - �fF✓- 46966 *,ism A C5 $1 0 YV 1 I J I ' 1 1 I I W 13 +38 12" CONC - -W -- CONSTRUCTION NOTES WATER NOTES 1� TAP EXISTING WATER MAIN AND PLACE 1 -INCH WATER LINE, 3/4 -INCH METER AND NEW WATER SERVICE METER BOX AT LOCATION SHOWN ON PLANS AND PER CITY OF AUBURN STANDARD DETAILS WATER -13 AND WATER -16. SANITARY SEWER NOTES OEXISTING PUMP STATION TO REMAIN IN SERVICE UNTIL NEW STATION IS OPERATIONAL. SEE SECTION 1- 08.5(1) OF PROJECT SPECIFICATIONS. <a> PLUG AND ABANDON EXISTING PIPE AFTER NEW PUMP STATION IS OPERATIONAL. REMOVE AS NEEDED TO INSTALL NEW IMPROVEMENTS <9> CONTRACTOR TO POTHOLE EXISTING VALVES ON KING COUNTY AND CITY OF AUBURN FORCE MAINS TO VERIFY TYPE AND LOCATION. VALVE ON EXISTING 12" KING COUNTY FORCE MAIN TO REMAIN. AFTER NEW PUMP STATION IS OPERATIONAL, PLUG AND ABANDON EXISTING CITY OF AUBURN FORCE MAIN. INSTALL BLIND FLANGE OR MJ PLUG ON KING COUNTY FORCE MAIN VALVE AND PROVIDE THRUST BLOCKING AS REQUIRED. <8> ABANDON /REMOVE EXISTING WET WELL, DRY WELL, ELECTRICAL PANEL, STANDPIPE, FENCE AND OTHER ASSOCIATED PUMP STATION EQUIPMENT AFTER PROPOSED PUMP STATION BEGINS OPERATION. SEE PROJECT SPECIFICATIONS FOR ITEMS TO BE SALVAGED. SEE DETAIL 5 <8> RE- CHANNEL MANHOLE. SEE DETAIL 3 C6 C6 <8> RE- CHANNEL MANHOLE. SEE DETAIL 4 C6 2" STL ---- P----- P----- P----- P - - - -tEX _ P- WATeR t-ARtR 1��C I CAMPED A RI 1309 -51 STA 12 +371 50.9' RT STA 13 +21, 45 RT WATER METER BOX 665500 -0003 RIM =95.00 STA 12 +33, 30.9' RT 1 EX 12 "SS (W) IE =79.70 DUVALL WHITE RIVER LLC EX 12 "SS (E) IE =79.70 4248 A ST SE EX 8 "SS (NE) IE =79.70 NEW 3/4' WATER SERVICE TOP PIPE AT TOP DROP =89.50 S I STA 12 +33, 30.9' RT TO STA 12 +33, 62.4' RT 1 STA 12 +33, 62.4' RT TO STA 12 +22, 62.4' RT ST& 12 +22, 62.4' RT TO STA 12 +22, 64.9' RT i EX SSMH 1309 Nf� STA 12 +49, 51. RIM =93.59 j EX 8 "SS (E) IE =82.89 EX 8 "SS (E) IE =79.05 EX 8 "SS (S) IE =79.04 EX 8 "SS (W) IE =79.00 $ "SS (NW) IE =79.00 I 1 ( v _ I 1 I i I I I I i I I \- SANITARY SEWER EASEMENT i I I I I CITY OF AtjBU N WASHINGTON PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington REVIEWED BY: DATE: Iftiz • • /1I Projec "t-cffistructiontManager LEGEND PIPE TRENCH. 0 10 20 30 GRAPHIC SCALE BURIED UTILITIES IN AREA DRAMNNG PLEASE CALL BEFORE YOU DIG NUMBER 1.800.424.5555 C3 2009 SEWER PUMP STATION REPLACEMENT N OM PHASE B: ELLINGSON SEWER PUMP STATION CP0817 CONTRACT ACTIVATE NEW PUMP STATION NUMBER 10 -15 AND DECOMMISSION EXISTING PUMP STATION S.IT 5 OF 40 /Af 2006112 I- z W Z W U a J a. W W z O a.. G CL W W W CN U EXISTING VEGETATION _ -- -P - - -- p— - --- =p- 4'R — EDGE OF GRAVEL F _ 1 7 EOP STA 12 +38, 30.0' LT i 12 D1 a 1 D s 4 W 13+00 �Q� 13 +38 z _ SIZE TYPE? — — — — — BT — BT - - - - -- \ I z W 2 jW V J W W CONSTRUCTION NOTES z O STREET NOTES 1O EXISTING CHANNELIZATION WITHIN PAVING AREAS SHALL BE RESTORED AS SHOWN ON PLANS AND PER PROJECT SPECIFICATIONS. U) SANITARY SEWER NOTES Q- 2 <8> CONSTRUCT SOUND WALL. SEE SECTION E D S6 Of <17 > CONSTRUCT 6 FOOT TALL FENCE PER WSDOT STANDARD PLAN L-40.20-00, W GLARE SCREEN TYPE 2 BLACK (CHAIN LINK WITH BLACK SLATS). LEGEND � 2 -INCH GRIND AND ACP OVERLAY. RESTORE TRENCH AREAS TO 0) SURFACE AS SHOWN ON SHEET C2, THEN GRIND AND OVERLAY 0 TO LIMITS SHOWN ON THIS SHEET. CV 1�- LONG TERM ACCESS EASEMENT AND GRAVEL VEHICLE oo TURNAROUND AREA. CONTRACTOR SHALL REMOVE STABILIZED 0 CONSTRUCTION ENTRANCE AND RESTORE AREA FOR LONG TERM USE. CONTRACTOR SHALL INSTALL 3 INCHES OF CSBC TO THE V LIMITS SHOWN ON PLANS. .�, CONCRETE AREA. y 7- y HYDROSEED AS SHOWN ON PLANS AND PER PROJECT SPECIFICATIONS. C C6 INSTALL 2- INCHES OF BARK MULCH WITH WEED BARRIER. 4' MAN GATE ' / 'MAN GATE DUVALL WHITE RIVER LLC _ 4248 A ST SE a�` rs� vau�-r 20' DOUBLE LEAF GATE STA t'L*W037.7' !!.T EDGE OF GRAVEL .. _ , A a I •• ?�i w y y w y J+ y y y y y y y y y y y y y y y y y y y W STA 12 +02, 64.7' RT w y y y w y y y y w y y w w y w w y y y w y y y y I y w y y y Vv w y y y y w y y y y y w w y y y y y w w w y y y w ENERATOR y y y y y y y y y w y y y y w y y y y y y y y y y y y y y w y - y y y y y V+ w y y y w w y y y y y w y y w w y y w w y y y y y I y w w y y y y w y y y w y y w w y w y w y y y y w y y y w w w CORNER (N k_ I STA 12 +40, 49.6' RT 17 y y y y y V+ y y y y y y w y w y w w y y y w y y y y y w y y y I • I BEGIN 16 RT y y y w y y y y y w y y y y y y w w y y y w y y y y y w w y y STA 12 +35, 49.6' y w y y y W y w y w y y w y y y y y y y w CORNER y y y y y V+ y y y W w w y y y y y y y y w y y STA 11 +95, 64.7' RT y y y y y y y V+ w y y y y y y y y y y y y y y y y y .. ... ... ... .., w y y y y ' -.A w y y w y y y y y y y y y y y y y y y y y y y y EDGE OF GRAVEL w y w y w VV w y y y y w w w w y w y w w w w y w STA 11 +83, 71.8' RT y y y w y y y y w y y y w y y y y w y y y y w w y y w w y w y y w w y • i / j % I CORNER 16 TEMPORARY USE y y y y y w y y y y y y y y w y w y y y y y y y w y EDGE OF GRAVEL w w y // I STA 12 +35, 65.6' RT PERMIT AREA y w y w y w y y y w y y y w w y y w w y w w y w y w w STA 11 +95, 71.9' RT y y y y y VV w w w y y y y y y y y y y y y y y y y w y y y y / >o EDGE OF CONCRETE y y y y y y y w y y y y y y y y y y y y y y y y w y y y y y y w y y y • / I STA 12 +30, 64.9' RT y y y y y w y y w y y y y y y y y y y w w y y y y w w V y y �' a / / 17 CORNER A END STA 12 +15, 64.8' RT w y • ' - -_ _ /�Y STA 12+30,65.2- RT 16 PERMANENT EASEMENT y y y y y vV y y y y y y w w w w w w w w w w w w y w w EDGE OF GRAVEL :� t- ARCTIC FIRE DOGWOOD w y y w y y y w y y y w y y y y w w y y y y y y y y y y V w t i„ ��v 4e . =a � � / ,�/ y y y y w y w y y y w y y w y y y y y y w w y y y y w w STA 11+99,84.0' RT y y ,� ,r._ -� �=" A _ - �ji,(t' j I 17 @ 4' OC �r���— -- y w y y y y w y y w y y y V w � • . - //, t 0 10 20 30 SWORD FERN EDGE OF GRAVEL .:_�_-- ��:�__� '�j j i 46 @ 18" OC STA 12 +02, 84.0' RT GRAPHIC SCALE EDGE OF BARK I SANITARY SEWER EASEMENT CORNER EDGE OF GRAVEL STA 12 +16, 98.8' RT 665500 -0004 17 STA 11 +94, 105.0' RT STA 12 +16, 100.1' RT !~' � I BURIED UTILITIES IN AREA DRAWING PLEASE CALL BEFORE YOU DIG PUGET SOUND ENERGY EDGE OF GRAVEL EDGE OF GRAVEL ( STOA N2 +39, 105.3' RT 17 1.800.424.5555 NUMBER 3500 A ST SE STA 11 +99, 100.0' RT STA 12 +16, 105.1' RT f' ( No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE REV,EWED BY: DATE: 2009 SEWER PUMP STATION REPLACEMENT PROJECT NUMBER t% /Lam A3 • CAN -3TiWtTvM vskivtw a Drawn JB 10/2010 C JOHNS C P0817 O These drawings conform to the Reviewed do a of wAS�I TO f. PHASE B: E LLI NGSON SEWER PUMP STATION Z z Contractor's construction records. �w �� CITY OF PUBLIC WO R i{S DEPARTMENT CONTRACT O Approved L� O - - �� ao cn pU Drawn By: Date SCALE: 1" = 10' x 25 West Main Street Probe r SITE RESTORATION PLAN "UMBER Paw►MTaaX �ztZe�Z 9gs - Auburn, Washington 10 -15 W v Const ction Inspection AsN�wml �° sIAL�1� WASHINGTON 9 `� ° SHEET 6 onstructi Manager OF 40 File: sU1931018PA2- c4.owc 1 1 � Z,OCo2 j. piy F i Y� FM i FM ELLINGSON RD 11+00 g } -- - - - i ��—EOP 12" CONC -- -- STA 11 +73, 26.3' RT ss-- , .\ EXISTING VEGETATION _ -- -P - - -- p— - --- =p- 4'R — EDGE OF GRAVEL F _ 1 7 EOP STA 12 +38, 30.0' LT i 12 D1 a 1 D s 4 W 13+00 �Q� 13 +38 z _ SIZE TYPE? — — — — — BT — BT - - - - -- \ I z W 2 jW V J W W CONSTRUCTION NOTES z O STREET NOTES 1O EXISTING CHANNELIZATION WITHIN PAVING AREAS SHALL BE RESTORED AS SHOWN ON PLANS AND PER PROJECT SPECIFICATIONS. U) SANITARY SEWER NOTES Q- 2 <8> CONSTRUCT SOUND WALL. SEE SECTION E D S6 Of <17 > CONSTRUCT 6 FOOT TALL FENCE PER WSDOT STANDARD PLAN L-40.20-00, W GLARE SCREEN TYPE 2 BLACK (CHAIN LINK WITH BLACK SLATS). LEGEND � 2 -INCH GRIND AND ACP OVERLAY. RESTORE TRENCH AREAS TO 0) SURFACE AS SHOWN ON SHEET C2, THEN GRIND AND OVERLAY 0 TO LIMITS SHOWN ON THIS SHEET. CV 1�- LONG TERM ACCESS EASEMENT AND GRAVEL VEHICLE oo TURNAROUND AREA. CONTRACTOR SHALL REMOVE STABILIZED 0 CONSTRUCTION ENTRANCE AND RESTORE AREA FOR LONG TERM USE. CONTRACTOR SHALL INSTALL 3 INCHES OF CSBC TO THE V LIMITS SHOWN ON PLANS. .�, CONCRETE AREA. y 7- y HYDROSEED AS SHOWN ON PLANS AND PER PROJECT SPECIFICATIONS. C C6 INSTALL 2- INCHES OF BARK MULCH WITH WEED BARRIER. 4' MAN GATE ' / 'MAN GATE DUVALL WHITE RIVER LLC _ 4248 A ST SE a�` rs� vau�-r 20' DOUBLE LEAF GATE STA t'L*W037.7' !!.T EDGE OF GRAVEL .. _ , A a I •• ?�i w y y w y J+ y y y y y y y y y y y y y y y y y y y W STA 12 +02, 64.7' RT w y y y w y y y y w y y w w y w w y y y w y y y y I y w y y y Vv w y y y y w y y y y y w w y y y y y w w w y y y w ENERATOR y y y y y y y y y w y y y y w y y y y y y y y y y y y y y w y - y y y y y V+ w y y y w w y y y y y w y y w w y y w w y y y y y I y w w y y y y w y y y w y y w w y w y w y y y y w y y y w w w CORNER (N k_ I STA 12 +40, 49.6' RT 17 y y y y y V+ y y y y y y w y w y w w y y y w y y y y y w y y y I • I BEGIN 16 RT y y y w y y y y y w y y y y y y w w y y y w y y y y y w w y y STA 12 +35, 49.6' y w y y y W y w y w y y w y y y y y y y w CORNER y y y y y V+ y y y W w w y y y y y y y y w y y STA 11 +95, 64.7' RT y y y y y y y V+ w y y y y y y y y y y y y y y y y y .. ... ... ... .., w y y y y ' -.A w y y w y y y y y y y y y y y y y y y y y y y y EDGE OF GRAVEL w y w y w VV w y y y y w w w w y w y w w w w y w STA 11 +83, 71.8' RT y y y w y y y y w y y y w y y y y w y y y y w w y y w w y w y y w w y • i / j % I CORNER 16 TEMPORARY USE y y y y y w y y y y y y y y w y w y y y y y y y w y EDGE OF GRAVEL w w y // I STA 12 +35, 65.6' RT PERMIT AREA y w y w y w y y y w y y y w w y y w w y w w y w y w w STA 11 +95, 71.9' RT y y y y y VV w w w y y y y y y y y y y y y y y y y w y y y y / >o EDGE OF CONCRETE y y y y y y y w y y y y y y y y y y y y y y y y w y y y y y y w y y y • / I STA 12 +30, 64.9' RT y y y y y w y y w y y y y y y y y y y w w y y y y w w V y y �' a / / 17 CORNER A END STA 12 +15, 64.8' RT w y • ' - -_ _ /�Y STA 12+30,65.2- RT 16 PERMANENT EASEMENT y y y y y vV y y y y y y w w w w w w w w w w w w y w w EDGE OF GRAVEL :� t- ARCTIC FIRE DOGWOOD w y y w y y y w y y y w y y y y w w y y y y y y y y y y V w t i„ ��v 4e . =a � � / ,�/ y y y y w y w y y y w y y w y y y y y y w w y y y y w w STA 11+99,84.0' RT y y ,� ,r._ -� �=" A _ - �ji,(t' j I 17 @ 4' OC �r���— -- y w y y y y w y y w y y y V w � • . - //, t 0 10 20 30 SWORD FERN EDGE OF GRAVEL .:_�_-- ��:�__� '�j j i 46 @ 18" OC STA 12 +02, 84.0' RT GRAPHIC SCALE EDGE OF BARK I SANITARY SEWER EASEMENT CORNER EDGE OF GRAVEL STA 12 +16, 98.8' RT 665500 -0004 17 STA 11 +94, 105.0' RT STA 12 +16, 100.1' RT !~' � I BURIED UTILITIES IN AREA DRAWING PLEASE CALL BEFORE YOU DIG PUGET SOUND ENERGY EDGE OF GRAVEL EDGE OF GRAVEL ( STOA N2 +39, 105.3' RT 17 1.800.424.5555 NUMBER 3500 A ST SE STA 11 +99, 100.0' RT STA 12 +16, 105.1' RT f' ( No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE REV,EWED BY: DATE: 2009 SEWER PUMP STATION REPLACEMENT PROJECT NUMBER t% /Lam A3 • CAN -3TiWtTvM vskivtw a Drawn JB 10/2010 C JOHNS C P0817 O These drawings conform to the Reviewed do a of wAS�I TO f. PHASE B: E LLI NGSON SEWER PUMP STATION Z z Contractor's construction records. �w �� CITY OF PUBLIC WO R i{S DEPARTMENT CONTRACT O Approved L� O - - �� ao cn pU Drawn By: Date SCALE: 1" = 10' x 25 West Main Street Probe r SITE RESTORATION PLAN "UMBER Paw►MTaaX �ztZe�Z 9gs - Auburn, Washington 10 -15 W v Const ction Inspection AsN�wml �° sIAL�1� WASHINGTON 9 `� ° SHEET 6 onstructi Manager OF 40 File: sU1931018PA2- c4.owc 1 1 � Z,OCo2 z W 2 W U Q J W w Z 0 Q F-- V3 W W () 0) O O N r GO O U MANHOLE CHANNELIZATION SSMH 1309 -53 STA 12 +11, 42.1' RT - DETAIL NOT TO SCALE CUT EX 12 "SS CUT EX 12 "SS REMOVE 30't EX 12-SS 1 No. Date Revision 12. /tom As- cousmUc.so STA 12 +11, 6.4' RT 09 -53 TYPE 1 -72" PVC (E) IE =78.84 12" PVC (vvj 1L EX 6" PVC (NW) TOP OF PIPE =87.03 F fcr, EX SSMH 1309 -50 p EX 12 "SS .,.,,JC (E) IE =79.43 EX 8" CONC (S) IE =79.26 POSSIBLE CONSTRUCTION SEQUENCE 1 AFTER NEW STATION IS COMPLETE AND TESTED ABANDON 8" CONCRETE PIPE TO EXISTING WET WELL AND GROUT PENETRATION FOR PIPE CLOSED. 2O REMOVE ALL EXISTING CHANNELING IN MANHOLE AND RE- CHANNEL AS SHOWN TO CONVEY SEWAGE WEST TO SSMH 1309 -52. MANHOLE CHANNELIZATION EX SSMH 1309 -50 STA 12+32,4.01 RT - DETAIL NOT TO SCALE SOLID BODY TRANSITION COUPLING (CONTRACTOR SHALL FIELD MEASURE EX PIPE OD PRIOR TO PIPE /MH CONSTRUCTION)O STA 12 +11, 6.4' RT 2 INSTALL 39t 12-SS (PVC) (MATCH PIPE LENGTH REMOVED) 5 SSMH 1309 -50 KOR -N -SEAL BOOT (GROUT INTERIOR) MANHOLE CHANNELIZATION SSMH 1309 -52 STA 12 +11, 6.4' RT - DETAIL NOT TO SCALE DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION z z o 00 o_ oW U W WV These drawings conform to the Contractor's construction records. Drawn By: pA�nla r�1x 3 KOR -N -SEAL BOOT 4) (GROUT INTERIOR) TYPE 1 -54" MH W/PRECAST BASE SECTION 3 Drawn Reviewed Approved Date SCALE: 1142.012. BY DATE JB 10/2010 �c, i0 v Lei to-.,/-i( ill = 10' Constru n Inspe on ONE INCH AS DRAWN File: SU1931018PA2- C6.DWG u-_ rvc; tNVV) it =ra.UU 8. SS EX 8 "S--S _ 2 EX 8” PVC (W) IE =79.00 POSSIBLE CONSTRUCTION SEQUENCE OREMOVE APPROXIMATELY 30' OF EXISTING 12 "SS PIPE FROM 12 +03, 7.2' RT TO SSMH 1309 -50. OPLACE SSMH 1309 -52 BASE SECTION. 33 INSTALL PIPE A, INSTALL TRANSITION COUPLING AND CONNECT NEW 12" PVC PIPE TO EXISTING PIPE. NEW 12" PVC PIPE SHALL EXTEND TO SSMH 1309 -50 AND SHALL BE INSTALLED AT INVERTS SHOWN ON PLANS. 4OPROVIDE STYROFOAM BLOCKOUT FOR FUTURE CHANNEL. ONCE THE PUMP STATION HAS UNDERGONE ALL START -UP CHECKS AND CLEAN WATER PUMP TESTS, THE FOLLOWING STEPS CAN OCCUR. G) CONSTRUCT MH SHELF. WHEN PIPE "A" IS TO BE ACTIVATED: - REMOVE a - REMOVE G PIPE WITHIN SSMH. ORECHANNEL MANHOLE. /610120 CITY OF Ali BU� WASHINGTON EX SSMH 1309 -01 r.. 011 Hilt IE =82.89 �,. v r „%� ka-1 IE =79.05 U) U) co w EX 8" PVC (S) IE =79.04 POSSIBLE CONSTRUCTION SEQUENCE QAFTER NEW STATION IS COMPLETE AND TESTED ABANDON 8" CONCRETE PIPE TO EXISTING WET WELL AND GROUT PENETRATION FOR PIPE CLOSED. aREMOVE ALL EXISTING CHANNELING IN MANHOLE AND RE- CHANNEL AS SHOWN TO CONVEY SEWAGE WEST TO SSMH 1309 -53. MANHOLE CHANNELIZATION SSMH 1309 -01 STA 12 +49, 51.1' RT - DETAIL NOT TO SCALE EX GRADE PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington VARIES 4" CLASS B HMA CLASS E HMA (THICKNESS AS i REQUIRED TO MATCH EXISTING SECTION) r 3" CSBC NOTE: VARIES 1. NEW ACP AREAS (PARKING AND ENTRY AREAS) WILL BE 4" CLASS B HMA OVER 3" CSBC. NOTE THAT EXISTING ACP RANGES FROM 12" TO 16" THICK. PAVEMENT RESTORATION - SECTION �r1 STA 11 +73 TO STA 12 +38 NOT TO SCALE r�ruwr Af%t�roo Tl lMrC% -r^ EXISTING WET WELUDRY WELL 5 BACKFILLING - DETAIL NOT TO SCALE REVIEWED BY: DATE: i ® -r -/• Projec# a er i�eiistru ction anager :KFILL TO GRADE WITH "GRAVEL ;KFILL FOR DRAINS" PER PROJECT :CIFICATiONS :KFILL WITH "CONTROLLED DENSITY (CDF)" PER PROJECT :CIFICATIONS 0 10 20 30 GRAPHIC SCALE BURIED UTILITIES IN AREA DRAWING PLEASE CALL BEFORE YOU DIG NUMBER 1.800.424.5555 C6 2009 SEWER PUMP STATION REPLACEMENT Nu PHASE B: ELLINGSON SEWER PUMP STATION CP0817 CONTRACT CIVIL DETAILS NUMBER 10 -15 SHEET 8 OF 40 I't.t��O�oZ I— Z W 2 W U <C J W W z O Q U) D W W U) 0) C) CV ti r C) U DOOR SCHEDULE 4' -8" 8' -8" EMER&ENGY SHOWER # EYE WASH — SEE DRAWING M& D -5- 0 -- z FRAME 0 F.19' 3 A3 2 101 � � a O v t- to z w z I OI A 3' —O "x7' —O" 1 3/4" HM P — I I /A5 I /A5 3/A5 HM P 102 A 3'— O "x7' —O" 1 3/4" HM P — I I /A5 I /A5 3/A5 HM P I DOOR SCHEDULE NOTES HM - HOLLOW METAL P - PAINT ARCHITECTURAL SYMBOLS rl —0-11 ROOM NUMBER 101 DOOR NUMBER 6RID NUMBER SECTION IDENTIFICATION A SECTION INDICATOR A3 SHEET NUMBER WHERE SECTION 15 DRAWN DETAIL IDENTIFICATION G—EHEET DETAIL INDICATOR NUMBER WHERE DETAIL 15 DRAWN V-5�ELEVATION SHEET NUMBER WHERE ELEVATIONS ARE DRAWN ELEVATION INDICATOR IDENTIFICATION ARCHITECTURAL ABBREVIATIONS A.F.F ABOVE FINISHED FLOOR BLK'6 BLOCKING B.O. BOTTOM OF GMU CONCRETE MASONRY UNIT D-5- DOWN SPOUT 6.8. /6WB 6YP5UM BOARD &LB 6LU —LAM MIN. MINIMUM MTL. METAL O/ OVER O.C. ON CENTER O.H. OVER HEAD PPT PRESSURE PRESERVATIVE TREATED REQ'D REQUIRED TYP_ TYPICAL W/ WITH W.R.6.5. WATER RE515TANT 6YPSUM BOARD $ AND C� AT ± PLUS OR MINUS ARCHITECTURAL GENERAL NOTES I. 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 DRAWIN65. 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. 150LATE ALL DISSIMILAR METALS l2} D DOOR TYPES 0 {C A i 2 NI SHED _ GUTTER SPOUT, TYP. Z TO 11 N6 'P. NISHED METAL I N6, TYP. -� 3 2 3 (D� s G A3 di [SEE CIVIL FOR EXTERIOR PAV I N6 TYP. STEEL COLUMN ON GMU PIER, TYP. A 01 Mki r�; C APPROXIMATE OUTLINE OF EMERGENCY GENERATOR — SEE DRAWING E2 I 4" 4' -8" 8' -8" EMER&ENGY SHOWER # EYE WASH — SEE DRAWING M& D -5- 0 -- TO I LET ' t(l 101 0 F.19' 3 A3 2 101 EXPANSION JOINT - SEE DRAWING 54 aD NOTE: PAINT ALL INTERIOR 6.B. SURFACES 4 EXPOSED WOOD FRAMING. DO NOT PAINT INTERIOR GMU SURFACES STEEL WARDROBE CABINET (36" WIDE, 78" TALL, 18" DEEP) HALLOWELL 855 -0-18 OR EOW SLAB OPENING FOR PUMP STATION - SEE STRUCTURAL 4 MECHANICAL LOUVER - SEE DRAWING M7 D.S. (A) 5' -411 — F-XPAN51 ON JOINT - SEE DRAWING 54 D.5. I A ( tt 1 N u- 1? 2 } 3.� Vjq;��ROOF PLAN FLOOR PLAN SCALE: 1/4 " =1' -0" ti SCALE: 1/4 " =1' -0" 0 10 20 30 BURIED UTILITIES IN AREA DRAHANG PLEASE CALL BEFORE YOU DIG Al NUMBER GRAPHIC SCALE 1.800.424.5555 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE REVIEWED BY: DATE: 2009 SEWER PUMP STATION REPLACEMENT PROJECT NU( i2/2o12 AS- COti15TP.d3CTeD UR:AWINC-4 Drawn MB 10/2014 Q These drawings conform to the Reviewed �M /� l0 4407 REGISTERED CP0817 PHASE B: ELLINGSON SEWER PUMP STATION Z z Contractor's construction records. CITY OF PUBLIC WORKS DEPARTMENT ��'�'�� CONTRACT o Approved �a -� _,p A I Pro a er n o Drawn By: Date SCALE: AS SHOWN 25 West Main Street FLOOR PLAN, ROOF PLAN 10 T� IYY �- HIN TON Auburn Washinryton � 1— PPtR -AMI E'CKl X 12�Z012 � TE OF �ASHINGTt�I s 7 BEET ©W Construction Inspec ' n ONE INCH WASHINGTON 1° f °- wW U AS DRAWN onstruction anager 31313 of 4 File: 14 D20*2 PREFINISHED METAL GUTTER, TYP. - COL PREFINISHED METAL SIDING 4 TRIM - GG L a�' -4° A.F.F. 'r B.0.51DING OL FIN. FLOOR 3 1 10' -0" A.F.F. T_O. CMU EAST ELEVATION SCALE: 1/4"=V-0" 4 I I 112 OUTLINE OF GENERATOR - SEE DRAAIN6 E2 WEST ELEVATION SCALE: 1/4 " =1' -0" METAL DOOR 4 FRAME - PAINT COLOR #3 COLOR SCHEDULE GMU I - FIELD COLOR GROUND FACE AITH SCORE LINE TO MAKE AN 8x8 PATTERN "BURNT ORANGE" GMU 2 - BUILDING BASE AND HALL ACCENT SPLIT FACE "MOUNTAIN GROAN ", RUNNING BOND { AEP SPAN "COOL COLONIAL RED" f 4 I I 112 OUTLINE OF GENERATOR - SEE DRAAIN6 E2 WEST ELEVATION SCALE: 1/4 " =1' -0" METAL DOOR 4 FRAME - PAINT COLOR #3 COLOR SCHEDULE GMU I - FIELD COLOR GROUND FACE AITH SCORE LINE TO MAKE AN 8x8 PATTERN "BURNT ORANGE" GMU 2 - BUILDING BASE AND HALL ACCENT SPLIT FACE "MOUNTAIN GROAN ", RUNNING BOND COLOR #1 AEP SPAN "COOL COLONIAL RED" COLOR #2 AEP SPAN "COOL REGAL WHITE" - MATCH COLOR INDICATED FOR PAINTED SURFACE COLOR #3 AEP SPAN "DARK BRONZE" - MATCH COLOR INDICATED FOR PAINTED SURFACE NOTE: I. PAINT COLORS 5HOAN ARE TO BE COMPUTER MATCHED 2. APPLY SEALER / GRAFFITI COATING TO ALL EXTERIOR EXP05ED GMU - REFER TO SECTION O71Q0 3. ALL INTERIOR PAINTED SURFACES (6.B., METAL DOORS $ FRAMES, ETC.) - COLOR #2 No. Date Revision vzom As- Gomsmzuc -I owkwime -a DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION Z ;i0 QQ� 00 LL o X UW W rr These drawings conform to the Contractor's construction records. Drawn By: Date P�RAMET R1 X VZ/1012. SCALE: AS SHOWN Construction Inspecti ONE INCH AS DRAWN 3 File: - 5EE DRAWING 54 - ATTACH BRACKETS TO ONE SIDE OF JOINT ONLY RETURN FASCIA BACK TO METAL HALL SIDING PREFINISHED METAL GUTTER, TYP. - COLOR #3 8 A4 4407 REGISTERED T � /1.4, ATE OF MIASHINGTON 12 TYP METAL LOUVER - COLOR #3 FREFIN15HED METAL D.5. TYP - COLOR #3 - SEE M4 FOR CONNECTION TO T16HTLINE 3� I CAI=' O" A.F.F. T.O. GMU 'E 2 aaMM11, 1IG1 I Lr1 kA=rAi a/1/1G11.1/ C SOUTH ELEVATION SCALE: 1/4 " =1' -0" A' FABRICATE METAL SIDING TO FIT AROUND END BEAMS - SEAL JOINTS TYP. PREFINISHED METAL ROOF I N(5 It TRIM, TYP. - COLOR #3 END BEAMS - 5EE DRAWING 57 { - PAINT COLOR #5 I CEDAR FASCIA BY I DATE Drawn MB 10/2010 Reviewed %V f Z /U Approved Ae 10—t/-It? SCALE: AS SHOWN Construction Inspecti ONE INCH AS DRAWN 3 File: - 5EE DRAWING 54 - ATTACH BRACKETS TO ONE SIDE OF JOINT ONLY RETURN FASCIA BACK TO METAL HALL SIDING PREFINISHED METAL GUTTER, TYP. - COLOR #3 8 A4 4407 REGISTERED T � /1.4, ATE OF MIASHINGTON 12 TYP METAL LOUVER - COLOR #3 FREFIN15HED METAL D.5. TYP - COLOR #3 - SEE M4 FOR CONNECTION TO T16HTLINE 3� I CAI=' O" A.F.F. T.O. GMU 'E 2 aaMM11, 1IG1 I Lr1 kA=rAi a/1/1G11.1/ C SOUTH ELEVATION SCALE: 1/4 " =1' -0" A' FABRICATE METAL SIDING TO FIT AROUND END BEAMS - SEAL JOINTS TYP. PREFINISHED METAL ROOF I N(5 It TRIM, TYP. - COLOR #3 END BEAMS - 5EE DRAWING 57 { - PAINT COLOR #5 I CEDAR FASCIA CITY WASHINGTON PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington 12 6 TYP FABRICATE FLASHING TO FIT AROUND END BEAMS - 5EAL JOINTS TYP_ 2 A5 OUTLINE OF GENERATOR - SEE DRAAIN6 E2 NORTH ELEVATION SCALE: 1/4 " =1' -0" REVIEWED BY: DATE: ZOOO Project Man r 0 onstructio anager C PREFINI5HED METAL SIDING 4 TRIM- COLOR #1 TYP. PREFINISHED METAL FLA5HIN(5 ! TRIM - COLOR #3 PREFINI5HED METAL SIDING 4 TRIM - COLOR #1 B.O. SIDING Y METAL LOUVER - COLOR #3 PAINT COLUMN BASE COLOR #3 TYP. 0 10 20 30 GRAPHIC SCALE DI FINISHED METAL GUTTER �)ANSPOUT - COLOR #3 A.F.F. T.O. GMU - TYPE 2 0' -O" FIN. FLOOR L4 t.', ;' s 5 c ti i I BURIED UTILITIES IN AREA DRAV"NG PLEASE CALL BEFORE YOU DIG NUMBER 1.800.424.5555 A 2009 SEWER PUMP STATION REPLACEMENT PRMCT NUMBER PHASE B: ELLINGSON SEWER PUMP STATION CP0817 EXTERIOR ELEVATIONS CONTRACT NUMBER 10 -15 SHEET 10 OF 4ci - PAINT COLOR #3 k E 4" GMU TYPE 1 5LOPED TOP GAP PREFINI5HE1;) METAL 51DIN69 TRIM, TYP. - COLOR #1 01LIO'-O" A.F.F. T.O. GMU B.O. SIDING 8' -O" A.F.F. at' -4" A.F.F. B.O. LOUVER T.O. GMU STEEL COLUMN - PAINT COLOR #3 4" GMU - TYPE 2 GMU -TYPE I GMU - TYPE 2 2' -0" A.F.F. 0' -8" A.F.F FIN. FLOOR GONGRETE FOUNDATIONS - SEE DRAAIN45 54 CITY WASHINGTON PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington 12 6 TYP FABRICATE FLASHING TO FIT AROUND END BEAMS - 5EAL JOINTS TYP_ 2 A5 OUTLINE OF GENERATOR - SEE DRAAIN6 E2 NORTH ELEVATION SCALE: 1/4 " =1' -0" REVIEWED BY: DATE: ZOOO Project Man r 0 onstructio anager C PREFINI5HED METAL SIDING 4 TRIM- COLOR #1 TYP. PREFINISHED METAL FLA5HIN(5 ! TRIM - COLOR #3 PREFINI5HED METAL SIDING 4 TRIM - COLOR #1 B.O. SIDING Y METAL LOUVER - COLOR #3 PAINT COLUMN BASE COLOR #3 TYP. 0 10 20 30 GRAPHIC SCALE DI FINISHED METAL GUTTER �)ANSPOUT - COLOR #3 A.F.F. T.O. GMU - TYPE 2 0' -O" FIN. FLOOR L4 t.', ;' s 5 c ti i I BURIED UTILITIES IN AREA DRAV"NG PLEASE CALL BEFORE YOU DIG NUMBER 1.800.424.5555 A 2009 SEWER PUMP STATION REPLACEMENT PRMCT NUMBER PHASE B: ELLINGSON SEWER PUMP STATION CP0817 EXTERIOR ELEVATIONS CONTRACT NUMBER 10 -15 SHEET 10 OF 4ci METAL RIDGE VENT 2 A4 12 �0 C METAL GUTTER ON CEDAR f FASCIA FA501 A BEYOND ` METAL SOFFIT SYSTEM $ TRIM \ - - COLOR #3 -- A4 WOOD BEAM - PAINT COLOR #2 5/8" C500 OVER VAPOR RETARDER 4 WOOD FRAMING - PAINT COLOR #2 GWB BEYOND - PAINT COLOR #2 CMU BEYOND BUILDING SECTION SCALE: 3/8"=V-0" 3 A4, EQUIPMENT ROOM 102 14' -0" A.F.F. OL 8" A.F.F. METAL ROOFING ON 5/8" PLYWOOD SHEATHING ON 2x12 ®24 "o.c. I" AIR SPACE R30 BATT INSULATION ,O y A4 1 METAL SOFFIT SYSTEM 4 TRIM (PERFORATED), COLOR #3 METAL SIDING ON 7/5" FURRING CHANNEL COLOR #1 METAL ROOFING ON 5/5" PLYAOOD- SHEATHIN& ON 2x12 c 24 "o.c. R30 BATT INSULATION I" MIN. AIRSPACE TYP. INSULATION BAFFLE TYP. METAL SIDING ON 7 /5" FURRI NCB CHANNELS Q' -4" A.F.F. CMU WALL BUILDING SECTION SCALE: 3/8"=V-0" PAINTED GAB BRICK VENT - SEE DRAWIN< METAL RIDGE GAP (MATCH PROFILE o RIDGE VENT) PAINTED GWB DISCONTINUOUS WOOD BLOCKING METAL ROOFING ON 5/8" METAL GUTTER ON PLYWOOD SHEATHING ON CEDAR FASCIA 2x12 WOOD JOISTS Lam? 24" oz. 7 A4 CEDAR I METAL SOFFIT $ TRIM FASCIA � SYSTEM - COLOR #3 2x6 WOOD 2x8 WOOD FRAMING FRAMING ® 24" o.c. \ 24" o_c_ A.F.F. —f 5/5" GWB OVER VAPOR RETARDER 6 I 4 WOOD FRAMING ,44 - PAINT COLOR #2 METAL SOFFIT SYSTEM OVER 2x4 WOOD FRAMING a 24" o.c. - COLOR #3 STEEL COLUMN I TO I LE' O ROOM - PAINT COLOR #3 CMU PLI BUILDING SECTION SCALE: 3/8"=V-0" R -30 BATT INSULATION R -la BATT INSULATION 10' -0" A.F.F 1 8 A4 CMU WALL EMERGENCY EYE 3 -6" I `O IS "x36" METAL DOOR 4 FRAME RASH AND SHOWER GRAB BAR TYP MIRROR PAINT COLOR #2 - SEE TOILET ROOM CMU HALL - SEE DRAWING M6 DRAAIN& Al O .2-0 TOILET TISSUE D 1 SPENSER tYl �y A.F.F. sF4l jt E i_ F l ; C't - INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION BUILDING SECTION 1 SCALE: 3/8 " =V -0" SCALE: 3/8 " =V -0" SCALE: 3/8 " =V -0" 0 10 20 30 SCALE: 3/8 " =1' -0" BURIED UTILITIES IN AREA NUMBER PLEASE CALL BEFORE YOU DIG GRAPHIC SCALE 1.800.424.5555 I A3 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE REVIEWED By- DATE: 2009 SEWER PUMP STATION REPLACEMENT INUMBER _ NUMBER I2 /2o12 AS- CoN5T?- 0CTr00 MAWINet g Drawn MB 1of2010 PHASE B: ELLINGSON SEWER PUMP STATION CP081 ? These drawings conform to the "`°' CITY OF PUBLIC WORKS DEPARTMENT CONTRACT Z z Contractor's construction records. Reviewed to 20 0 REGI TERED o Approved p� 10 -4 ^10 A �, Pro ect a er ~ Drawn By: Date SCALE: AS SHOWN ` 25 West Main Street ' SECTIONS, INTERIOR ELEVATIONS NUMBER °� _ 10 -15 ti I LtjeV S. McFall AliBURN P A¢AmF -'- ' x 12�2oNL TARE OF WASHINGTON Auburn, Washington ONE INCH WASHINGTON !G J to SHEET 11 W v Construction Inspect AS DRAWN truction Vanager Z�AL 4L�- 3 OF 4 File: z W 2 W U Q J W W z O F-- Q F- U) 0.. W W U) 0) Q C) CD r U METAL RI \ir-M-r - LAP 6 "MI ROW5 OF S! METAL 8001 'Z' CLOSURE BEAM - SEE DRAWING S7 RIDGE DETAIL SCALE: 1- 1/2 " =1' -0" -7/8" METAL FURRY EACH 51 DE - SPAC RECOMMENDED BY SIDING MANUFAGTL PREFINISHED MET, SIDIN6 EACH SIDE REFER TO DRAWIN 2x PPT WOOD NAIL EACH SIDE - LOG? ALIGN WITH METAL FURRING ABOVE METAL CLOSURE - MATCH SIDING SIDE OF BEAM —1 INSULATION BAFFLE VENT BLOCKING W/ INSECT SCREEN D i f SITO 5 /8" 6WB L -MOLD GONTI NUOUS \ 2x4 BLOGKIN6 \—TOP TRIM PREFINISHED METAL SIDING O/ METAL FURRING O/ GMU SOFFIT DETAIL SCALE: 1- 1/2 " =1' -0" PLYWOOD SHEATHING PREFINISHED METAL ROOFIN6 PREFINISHED METAL GUTTER PREF I N I SHED METAL DRIP FLA5HIN6 PREFINISHED MTL. SOFFIT SYSTEM BLK'6 BETWEEN RAFTERS I 0 2x8 WOOD STUDS 7/8" METAL FURRING 7 I - SPACE AS ffi PLYWOOD RECOMMENDED BY THE I - SEE EE DRAWING 57 SIDIN6 MANUFACTURER PREFINISHED METAL 51DIN6 EACH SIDE - REFER TO DRAWING I I STEEL BEAM - REFER TO DRAWING 57 { - - -- 2x4 BLOCKING_ PREFINISHED METAL STEEL COLUMN BEYOND SOFFIT SYSTEM REFER TO DRAWING S7 ��STEEL BEAM @ CANOPY GABLEE ND SCALE: 3 " =1' -0" METAL FLASHING WITH 45° ANGLE 6LU -LAM BEAM - REFER TO DRAWING 57 S.O. 6L A.F.F. METAL CLOSURE - MATCH SIDIN6 STEEL COLUMN BEYOND REFER TO DRAWING 57 ra� �SOFFIT EDGE @ ENTRY SCALE: 3 " =1' -0" 5 /4x6 CEDAR METAL SOFF I T TRI M FASCIA BEYOND 2x6 WOOD FRAMING Cg 24" o.c. TYP. HOLD FRAMING APPROXIMATELY 1 -1/2" OFF OF BEAM EDGE TO ALIGN WITH CMU WALL BEYOND T.O. 6LU -LAM BEAM, 10' -5 A.F. —F.Y — BEAM - REFER TO DRAWING 57 2x WOOD FRAMING 24 "o.c. PREFINISHED METAL SOFFIT SYSTEM VENT BLOCKING WI INSECT SCREEN PLYWOOD SHEATHING PREFINISHED MTL_ ROOFING PREFINISHED MTL. DRIP FLA5HIN6 PREFINISHED METAL SIDING j METAL CLOSURE / DRIP m e FLASHING - MATCH SIDIN6 PREF I N I SHED METAL FLASHIN6 ON CONTINUOUS ry CLEAT 1� #f 13/4" MIN. ' I PREF I N I SHED METAL 2x P.T. l z_ FLASHING ON CONTINUOUS II2" SPACERS CLEAT MAN C,4� Z' CLOSURE / METAL ROOFING ON PLYWOOD f 3 I" AIR SPACE HOLES IN EA. JOIST SPACE VV/ INSECT SCREEN ROOF J WALL DETAIL SCALE. 3"=l'-O" PREFINISHED METAL ROOF I N6 N PREFINISHED METAL ; RAKE TRIM -ON CONTINUOUS CLEAT 5/4x6 CEDAR 2x10 CEDAR PREFINISHED METAL TRIM - MATCH SOFFIT TYPICAL RAKE EDGE SCALE: 3 " =1' -0" 2x WOOD BLOCKING AS REGU I RED 2x RAKE RAFTER PER STRUCTURAL \__PREFINI5HED METAL SOFFIT SYSTEM PREF I N I SHE METAL SIO ON FURRINi 9' -4" A.F.F. U.1 PREFIN15HE METAL TRI - MATCH S BACKER R $ SEALANT GMU - SEE ELEVATIONS DRAWING A2 BOTTOM OF SIDING SCALE: 3 " =1' -0" PREFINISHED MTL. GUTTER 5/8" GB - 5/4x6 CEDAR iv PREFINISHED METAL `p Yf J -MOLD METAL SOFFIT TRIM SIDIN6 rj A t 1 I I PREF I N 1 SHED METAL BOX BEAM CONSTRUCTED PREFINISHED METAL i SOFFIT SYSTEM W/ 2x WOOD FRAMIN6 - SOFFIT SYSTEM B_O_ SIDING AL16N W/ GABLE END A.F.F. t mss CONDITION -SEE DETAIL ` PREFINISHED METAL R- 5/A4 ° SIDIN6 FASCIA BEYOND , LJ I PREFINISHED METAL METAL DRIP EDGE — SIDIN6 AND TRIM - MATCH SIDIN6 GMU WALL STEEL COLUMN BEYOND PREFINISHED METAL REFER TO DRAWING 57 SOFFIT SYSTEM - GLU -LAM BEAM @ CANOPY SOFFIT DETAIL �b " ; . T i(� 0 10 20 30 SCALE: 3 " =1' -0" 1" SCALE: 1- 1/2 " =1' -0" DRAWING BURIED UTILITIES IN AREA NUMBER PLEASE CALL BEFORE YOU DIG GRAPHIC SCALE 1.800.424.5555 A4 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE REVIEWED BY: DATE: 2009 SEWER PUMP STATION REPLACEMENT PROJECT 12/2012 14S-CON87RUCTED URPWINCa Drawn MB 10/2010 NUMBER These drawings conform to the Reviewed �f�( !Q �jp "4°' CI1'�� OF PHASE B: ELLINGSON SEWER PUMP STATION CP0817 z z Contractor's construction records. REGISTERED CONTRACT 0 Approved Did- 10 -4 -10 A PUBLIC WORKS DEPARTMENT Pro'ect a �� _��/0 Drawn By: Date SCALE: AS SHOWN 25 West Main Street ' DETAILS NUMBER a 1� Je 2\ S 'Me all 10 -15 PAIZAMr-TRl)C l2 f 2012 Of ASHINGTON Auburn, Washington a w v Construction Inspe . n ONE INCH WASHINGTON b SHEET // AS DRAWN struction ana er File: OF L� l&+D200 &2. BAGKE', — —1- BOTH SIDES �" na I1SM� DOOR JAMB (HEAD SIMILAR SCALE: 3 " =1' -0" CO SL, CHORS PER .IAMB �)R THICKNESS ZDAARE ...., .,, , RAMS - GROUT SOLID �)R PER SCHEDULE :ESHOLD SET IN FULL OF SEALANT vX /ING - 5EE DRAAIN(5 G4 NT AT SI AR DOOR THRESHOLD DETAIL SCALE: 3 " =1' -0" No. I Date Revision 12./ZOtZ I A5- C0f46Tii uC-rG0 LOUVER DETAIL SCALE: 3 " =1' -0" PREFIN15HEI FLASHING - LOUVER IN CONTI NUOU° CLEAT METAL TRIIS .IAMBS * HLr.,. - SEE 8/A4 METAL LOUVER FRAME BACKER ROD �t SEALANT (BOTH 51DES) SHIM SPACE GMU DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION METAL LOUVER FRAME BACKER ROD 4 SEALANT (BOTH S I DES) HEM EDGE SHIM SPACE GMU LOUVER SILL (HEAD & JAMB SIMILAR; SCALE: 3 " =1' -0" BY I DATE Drawn MB 10/2010 Reviewed A 1:'* Approved 'fie lo-q-10 SCALE: AS SHOWN ONE INCH AS DRAWN File: 4407 2 3 C A 1 REFLECTED CEILING J SOFFIT PLAN SCALE: 1/4 " =1' -0" — 2} E - PERFORATED VENT PANEL DNS 5HOAN W/ ,TTERN ®+ 3 t 01 ;\ - V( - d it 0 10 20 30 BURIED UTILITIES IN AREA FAS PLEASE CALL BEFORE YOU DIG GRAPHIC SCALE 1.800.424.5555 REVIEWED BY: DATE: 2009 SEWER PUMP STATION REPLACEMENT NUMBER NUM PHASE B: ELLINGSON SEWER PUMP STATION CP0817 CITY OF PUBLIC WORKS DEPARTMENT �y -r- /o in r Project e REFLECTED CEILING / SOFFIT PLAN & DETAILS CONTRACT A BURN 25 West Ma Street Auburn, Washington 10 -15 WASHINGTON a SHEET 1 nstruction nag cW 4 14 JD2040�m These drawings conform to the z zz C Contractor's construction records. U D Drawn By: D Date P%�RAMC'TRIX l lZ /tot2 0 Cr Con Inspe ion METAL LOUVER FRAME BACKER ROD 4 SEALANT (BOTH S I DES) HEM EDGE SHIM SPACE GMU LOUVER SILL (HEAD & JAMB SIMILAR; SCALE: 3 " =1' -0" BY I DATE Drawn MB 10/2010 Reviewed A 1:'* Approved 'fie lo-q-10 SCALE: AS SHOWN ONE INCH AS DRAWN File: 4407 2 3 C A 1 REFLECTED CEILING J SOFFIT PLAN SCALE: 1/4 " =1' -0" — 2} E - PERFORATED VENT PANEL DNS 5HOAN W/ ,TTERN ®+ 3 t 01 ;\ - V( - d it 0 10 20 30 BURIED UTILITIES IN AREA FAS PLEASE CALL BEFORE YOU DIG GRAPHIC SCALE 1.800.424.5555 REVIEWED BY: DATE: 2009 SEWER PUMP STATION REPLACEMENT NUMBER NUM PHASE B: ELLINGSON SEWER PUMP STATION CP0817 CITY OF PUBLIC WORKS DEPARTMENT �y -r- /o in r Project e REFLECTED CEILING / SOFFIT PLAN & DETAILS CONTRACT A BURN 25 West Ma Street Auburn, Washington 10 -15 WASHINGTON a SHEET 1 nstruction nag cW 4 14 JD2040�m SCALE: AS SHOWN ONE INCH AS DRAWN File: 4407 2 3 C A 1 REFLECTED CEILING J SOFFIT PLAN SCALE: 1/4 " =1' -0" — 2} E - PERFORATED VENT PANEL DNS 5HOAN W/ ,TTERN ®+ 3 t 01 ;\ - V( - d it 0 10 20 30 BURIED UTILITIES IN AREA FAS PLEASE CALL BEFORE YOU DIG GRAPHIC SCALE 1.800.424.5555 REVIEWED BY: DATE: 2009 SEWER PUMP STATION REPLACEMENT NUMBER NUM PHASE B: ELLINGSON SEWER PUMP STATION CP0817 CITY OF PUBLIC WORKS DEPARTMENT �y -r- /o in r Project e REFLECTED CEILING / SOFFIT PLAN & DETAILS CONTRACT A BURN 25 West Ma Street Auburn, Washington 10 -15 WASHINGTON a SHEET 1 nstruction nag cW 4 14 JD2040�m ABBREVIATIONS: PIPING SYSTEM HVAC DUCT IDENTIFICATION: PIPE AND FITTING SYMBOLS: VALVE SYMBOLS: AFF ABOVE FINISH FLOOR SYMBOL SERVICE AL ALUMINUM 1. RECTANGULAR DUCT FLANGE GATE VALVE ASSY ASSEMBLY 2. DIMENSIONS IN INCHES ARV AIR RELEASE VALVE BUBBLER BUBBLER PIPING 24x16 3. FIRST DIMENSION VISIBLE SIDE BF BUTTERFLY VALVE D DRAIN BOD BOTTOM OF DUCT MECHANICAL BR BRINE SOLUTION DISCH SUMP PUMP DISCHARGE BALL VALVE CFM CUBIC FEET PER MINUTE FM FORCE MAIN CISP CAST IRON SOIL PIPE 1. ROUND DUCT 24 DIA 2 IN CL CHLORINE, CLASS, CENTER LINE PW POTABLE WATER . DIMENSIONS IN INCHES PUSH ON OR BELL AND CLR CLEAR, CLEARANCE RS RAW SEWAGE SPIGOT GLOBE VALVE CLS CHLORINE SOLUTION (HYPOCHLORITE) CO COUNTY, CLEANOUT SD STORM DRAIN COL COLUMN SUPPLY, RETURN, EXHAUST, OR TRANSFER WELDED CONC CONCRETE SS SANITARY SEWER CHECK VALVE CONT CONTINUE, CONTINUOUS SUCTION PUMP SUCTION GRILLE /REGISTER IDENTIFICATION: COP COPPER PIPE CSBC CRUSHED SURFACING BASE COURSE V VENT GROOVED COUPLING D DEPTH, DENSITY, DRAIN, DRAINAGE DI DUCTILE IRON NEEDLE VALVE DP DIFFERENTIAL PRESSURE E EXISTING — °1� FLEXIBLE COUPLING EHG ELECTROLYTIC HYPOCHLORITE GENERATOR 22 "x22" EG (250) EL CONTROL VALVE ELEV ELEVATION PIPING DESIGNATIONS: � EW EACH WAY SOMETIMES SHOWN AIRFLOW IN ACFM FLANGED COUPLING ADAPTER EX EXISTING �WITHOUT BUBBLE FOR LD FC FLEXIBLE CONNECTION 2" WRU CLARITY SPECIFICATION DESCRIPTION E = ELECTRONICALLY ACTIVATED VALVE FD FLOOR DRAIN � I-- M =MOTOR ACTIVATED VALVE FL FLANGE, FLANGED RECTANGULAR NECK -- RUBBER EXPANSION JOINT S = SOLENOID ACTIVATED VALVE FRP FIBERGLASS REINFORCED PLASTIC NOMINAL SIZE PIPING SYSTEM DIMENSIONS IN INCHES P = PNEUMATICALLY ACTIVATED VALVE GA GAGE GIP GALVANIZED IRON PIPE EQUIPMENT DESIGNATIONS: GV GATE VALVE --Ia UNION HDG HOT DIPPED GALVANIZED HTP HEAT PUMP P 1 SUPPLY DIFFUSER IDENTIFICATION: HYD HYDRAULIC THREE -WAY VALVE ID INSIDE DIAMETER 900 SHORT RADIUS ELBOW IE INVERT ELEVATION L LEFT SEQUENTIAL LI LEVEL INDICATOR SUB PROCESS 12" CD (240) LS LEVEL SWITCH y� PRESSURE REGULATING VALVE MANUF MANUFACTURER MAJOR PROCESS MAX MAXIMUM EQUIPMENT TYPE AIRFLOW IN ACFM �� BEND -UP OR TOWARDS MBR MEMBRANE BIOLOGICAL REACTOR (SEE G-04) MIN MINIMUM, MINUTE SPECIFICATION DESCRIPTION PLUG VALVE MJ -R MECHANICAL JOINT- RESTRAINED BEND -DOWN OR AWAY N.C. NORMALLY CLOSED ROUND NECK DIA IN INCHES N.O. NORMALLY OPEN NOM NOMINAL BUTTERFLY VALVE —� } (�— =7 NPT NATIONAL PIPE THREAD OC ON CENTER DETAIL AND SECTION DESIGNATION TEE OPP OPPOSITE HVAC SYMBOLS: PE PLAIN END DIAPHRAGM OR PINCH VALVE PERF PERFORATE, PERFORATED INDICATES DETAIL INDICATES SECTION PI PRESSURE INDICATOR REGISTER OR GRILLE (SUPPLY) PVC POLYVINYL CHLORIDE 1 /� NUMBER A LETTER �� �'— TEE -UP OR TOWARDS PW POTABLE WATER SWING CHECK VALVE R RIGHT, RADIUS RG RETURN GRILL 4 �— INDICATES DRAWING NUMBER 5 �— INDICATES DRAWING NUMBER RJ RESTRAINED JOINT ROW RIGHT AI WAY WHERE DETAIL IS SHOWN WHERE SECTION IS SHOWN \ '—I r TEE -DOWN OR AWAY CEILING DIFFUSER OR REGISTER S SLOPE �— ' " —' (SUPPLY) BALL CHECK VALVE SCH SCHEDULE 2 ' % '� SED SEDIMENTATION _ SF SUPPLY FAN, SQUARE FEET DETAIL OR SECTION APPEARS WYE OR LATERAL SG SLUICE GATE, SUPPLY GRILL PRESSURE RELIEF VALVE SIM SIMILAR ON THE SAME DRAWING CEILING REGISTER OR GRILLE (RETURN SKT SOCKET THREAD i F -fir— AND EXHAUST) SL SLIP SOG SLAB ON GRADE INDICATES DETAIL NUMBER INDICATES SECTION LETTER FLAP VALVE STA STATION STD STANDARD WALL REGISTER OR GRILLE (RETURN AND CROSS SQ SQUARE j�--� EXHAUST) SR STATE ROUTE, SUPPLY REGISTER DETAIL SECTION 4 SST STAINLESS STEEL AIR RELEASE VALVE SV SOLENOID VALVE 1 A SW SOFTENED WATER 2 4 —•�— REDUCER - CONCENTRIC (PLAN AND TI TEMPERATURE INDICATOR SCALE: NOT TO SCALE SCALE: NOT TO SCALE ELEVATION) TM TURBIDITY MONITOR HOSE RACK WITH HOSE VALVE TOC TOP OF CONCRETE, TOP OF CURB INDICATES DRAWING NUMBER INDICATES DRAWING NUMBER 900 TAKE OFF TOD 'TOP OF DUCT WHERE DETAIL IS REFERRED TO WHERE SECTION IS REFERRED TO Y REDUCER - ECCENTRIC TOW TOP OF WALL TYP TYPICAL {ELEVATION) O HOSE VALVE UH UNIT HEATER V VALVE, VENT, VOLT FD V!C VT VTR VENT THROUGH ROOF FIRE DAMPER —"N— REDUCING FLANGE W/ WITH FD FLOOR DRAIN —�I BLIND FLANGE FC � CO CLEANOUT i FLEXIBLE CONNECTION CAP SUPPLY DUCT (SECTION) PLUG INTAKE, RETURN, OR EXHAUST DUCT (SECTION) SCREENING: GENERAL NOTES: SCREENED ELEMENTS ON AREA MAPPING AND ON PROCESS AND 1. THIS IS A STANDARD LEGEND, THEREFORE NOT ALL OF THIS �./ THERMOSTAT INSTRUMENTATION DRAWINGS REPRESENTS EXISTING FACILITIES OR INFORMATION MAY BE USED ON THIS PROJECT. CONTACT THE ELEVATIONS. ENGINEER FOR SYMBOLS, LEGENDS AND ABBREVIATIONS NOT LISTED. EACH DISCIPLINE HAS A SPECIFIC LEGEND. (200) 200 ACFM (AIRFLOW AT JOBSITE SCREENED BACKGROUNDS ON OTHER DRAWINGS CAN REPRESENT ALTITUDE) 2. O REFERS TO KEY NOTES IDENTIFIED ON INDIVIDUAL SHEETS. EXISTING FACILITIES OR FACILITIES TO BE CONSTRUCTED UNDER THIS CONTRACT WHICH, IF DRAWN IN SOLID LINES, WOULD OBSCURE THE WALL LOUVER (SUPPLY OR EXHAUST) PARTICULAR DETAILS BEING SHOWN. CONSULT THE ENGINEER IF SCREENING OF ANY ELEMENTS IS NOT SELF EXPLANATORY. BURIED UTILITIES IN AREA DRAWING PLEASE CALL BEFORE YOU DIG NUMBER 1.800.424.5555 M 1 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE REVIEWED BY: DATE: 2009 SEWER PUMP STATION REPLACEMENT PROBER a /Zotz AS- CONS-M0r_-rbD 01L%1V1NC= Drawn KB 10/2010 �� S. P CP0817 O These drawings conform to the Reviewed lo 12610 ��A CITY OF �10 _.._�� PHASE B: ELLI NGSON SEWER PUMP STATION Z z Contractor's construction records.' �� �, PUBLIC WORKS DEPARTMENT CONTRACT o Approved �� tp_ �€ +� I - -- Projec a NUMBER Drawn BY: Date SCALE: VARIES ,oll 25 West Main Street MECHANICAL LEGEND AND ABBREVIATIONS '� Auburn Washington 10 -15 oPATZAMET�X t2 /Lo12 eo �� 033 w� 16 �'' !a U Pe �, PCISTEg� WASHINGTON SHEET OW Construction Inspect! ONE INCH � onstructio Manager L U AS DRAWN SSIaNAL� File: SU1931018PA2- M1.DWG Z w 2 W CIL U Q J W ry Z O F_ �C U) �c G W W U) O N oo 0 0- SUMP WELL W/ SUMP PUMP P1735 h J HOSE BIB MOUNT 24" OFF FLOOR - DRY WELL CONTROL PANEL PNL1962 I P1100 60" DIA EQUIPMENT TUBE 16" V SST SEE DRAWING NUMBER M4 FOR LOCATION DETAILS NOT BY S &L 12" COMMON DISCHARGE SEE DRAWING NUMBER S6 wo 1 LS1713 1 RCP1921 RCP1911 O P! ©Al \/I P\A/ 12" DI SUCTION LINES (2 PLCS) r— WALL MOUNTED FIRE EXTINGUISHER OPERATORIN TROUBLE PNL19W PI PVATInKI \ /IPXA/ ..v . . v —W--- No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION tZ j�t2 A:5- COt►�sTWUC'1'�D UjI:l111NN� These drawings conform to the Z z Contractor's construction records. a no Drawn BY: Date PA9^140TILIX alsom wv Construction Inspecti y � f (2) 8D4A PUMPS W/ 40 HP MOTORS @ 1170 RPM; 3160/460 VAC ONE INCH AS DRAWN File: SU1931018PA2- M2.DVVG SUMP PUMP PIPING AND SLEEVE NOT BY S &L --,,, INLET PIPE (NOT BY S &L) LEVEL CONTROLS FLOAT SWITCHES BACKUPS (NOT BY S &L) BUBBLER TUBING (NOT BY S &L) WET WELL (NOT BY S &L) ELECTRICAL NOTES: 1� PROVIDE FOUR LIGHT FIXTURES, TYPE el ON DRY WELL CEILING. OMELTRIC, DECONTACTOR SERIES, SWITCH RATED PLUG AND RECEPTACLE.CONNECTION FROM PANEL TO MOTOR. MOUNT MELTRIC RECEPTACLE NEAR MOTOR ON WALL, 42" AFF. POSITION SUCH THAT THERE IS NOT ENOUGH CORD SLACK TO ALLOW PLUG TO REACH FLOOR WHILE MAXIMIZING ELEVATION. NOTES: 1. SEE DRAWING NUMBER M3 FOR ANODE DETAILS. 2. COPYRIGHT (C) 2009, SMITH & LOVELESS INC. 3. SEE DRAWING NUMBERS M3 AND M4 FOR DETAILS OF WET WELL, CONCRETE FOUNDATION, GROUT UNDER STATION PER DRAWING NUMBER S5. 4. ALL ELECTRICAL DEVICES TO BE 42" AFF UNLESS NOTED OTHERWISE. 5. PROVIDE NEMA 4 PANELS FOR BELOW GRADE APPLICATIONS. 6. SEE SHOP DRAWING FOR FINAL DIMENSIONS. CONCRETE SLAB � �n��.r� vr%LvcO — (NOT BY S &L) —J' 12" SUCTION GATE VALVES OPERATOR IN TROUBLE PNL1%6 I SIDE VIEW BY DATE Drawn KB 10/2010 Reviewed }j }j 10 20/0 Approved - SCALE: NTS ONE INCH AS DRAWN File: SU1931018PA2- M2.DVVG SUMP PUMP PIPING AND SLEEVE NOT BY S &L --,,, INLET PIPE (NOT BY S &L) LEVEL CONTROLS FLOAT SWITCHES BACKUPS (NOT BY S &L) BUBBLER TUBING (NOT BY S &L) WET WELL (NOT BY S &L) ELECTRICAL NOTES: 1� PROVIDE FOUR LIGHT FIXTURES, TYPE el ON DRY WELL CEILING. OMELTRIC, DECONTACTOR SERIES, SWITCH RATED PLUG AND RECEPTACLE.CONNECTION FROM PANEL TO MOTOR. MOUNT MELTRIC RECEPTACLE NEAR MOTOR ON WALL, 42" AFF. POSITION SUCH THAT THERE IS NOT ENOUGH CORD SLACK TO ALLOW PLUG TO REACH FLOOR WHILE MAXIMIZING ELEVATION. NOTES: 1. SEE DRAWING NUMBER M3 FOR ANODE DETAILS. 2. COPYRIGHT (C) 2009, SMITH & LOVELESS INC. 3. SEE DRAWING NUMBERS M3 AND M4 FOR DETAILS OF WET WELL, CONCRETE FOUNDATION, GROUT UNDER STATION PER DRAWING NUMBER S5. 4. ALL ELECTRICAL DEVICES TO BE 42" AFF UNLESS NOTED OTHERWISE. 5. PROVIDE NEMA 4 PANELS FOR BELOW GRADE APPLICATIONS. 6. SEE SHOP DRAWING FOR FINAL DIMENSIONS. CONCRETE SLAB � �n��.r� vr%LvcO — (NOT BY S &L) —J' 12" SUCTION GATE VALVES OPERATOR IN TROUBLE PNL1%6 I SIDE VIEW BY VENDOR CITY OF WASHINGTON PUBLIC WORKS DEPARTMENT 25 West Rein Street Auburn, Washington 4" SST WATER LINE TO HOSE E GRADE COP TO SST DIELECTRIC UNIT AS MANUFACTURED BY WILKINS, PART NUMBER 34- DUXLC, OR EQUAL. NOT BY S &L COP NOT BY S &L OPERATORIN TROUBLE PNL1820 DRAIN PORT (TYP) SHIMS WT. .LS 1 =40 REV rl L,oveIess. Inc. REVIEWED BY: DATE: Project ffaWrll Q.�vj O J"r struction JManager BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 1.800.424.5555 2009 SEWER PUMP STATION REPLACEMENT PHASE B: ELLINGSON SEWER PUMP STATION VENDOR SUPPLIED DRAWING SMITH AND LOVELESS 14 DRAINING NUMBER M2 PROJECT NUMBER CP0817 CONTRACT NUMBER 10 -15 SHEET 1 OF 40 0624 I- z W W U Q J a. W Z O (- Q F- U) c� C a. ix UJ W U) 0) O CN r_ T- oo 0 I DRAWN BY: ? DATE: ALLOWABLE FOR 10/26/2009 TOLERANCES f I q i CHECKED BY: DATE: FRACTIONS i }j }j ittj ! APPROVED BY: DATE: DECIMALS - O a_ Y4" *.. SIZE § I SCALE: CODE: ANGLES LET ! ECN NO DATE 1 NTS 4 FILE 1 I APPV'D - NAME Drawing2 ►- W ORIGINAL SERIAL ISSUE O Smith & Loveless, Inc. 2009 I - NO - - - R aCI IEN Rmac -THE INN ORmAt o ON Hus i'DRAMNG XND THE EQUIPMENT, D£�'!CTFID HEREIN IS C�s�R6tNTI,4.b, rPROPRIE74RY AND P T£C' aEt) UN, i }f€'�3 ST AND FOREI`N N3ti -LEC UAL PROPERTY LAWS AND sS OWNED BY SMfTH & LME ESS, INC, UNLESS SPECIFIC WRr EN %� NSENT 1S WEN Y SM9'"H & LOVELESS !NC,, YOU MAY NOT COPY, REPRODUCE, TRANSMfT, DISPLAY, DISTRIBUTE, ALTER, OR OTHERWISE USE �� 1dR R IN `BART ; 3dY �-i, iFMA` LkRt ON 'i'r#4S I OR THE EQUIPMEN DEPICTED HEREIN, R PERM' SUCH ACTIONS TO BE TAXF -14 BY ¢ i;idr" PARTY, 'I,' &' t_OVE'LESS, INN 1RAJ11 F`ERS - "Q -IS PG,4 IN THIS DRAWING OR THE €NF- RMA',!0,�! Attu EQ?t;P#�?ENT DEPiw'TEa HE`REiN. ; My o S ARE � INCHES ��3�SS OT E�d�? #rE 3tgD_ BY VENDOR CITY OF WASHINGTON PUBLIC WORKS DEPARTMENT 25 West Rein Street Auburn, Washington 4" SST WATER LINE TO HOSE E GRADE COP TO SST DIELECTRIC UNIT AS MANUFACTURED BY WILKINS, PART NUMBER 34- DUXLC, OR EQUAL. NOT BY S &L COP NOT BY S &L OPERATORIN TROUBLE PNL1820 DRAIN PORT (TYP) SHIMS WT. .LS 1 =40 REV rl L,oveIess. Inc. REVIEWED BY: DATE: Project ffaWrll Q.�vj O J"r struction JManager BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 1.800.424.5555 2009 SEWER PUMP STATION REPLACEMENT PHASE B: ELLINGSON SEWER PUMP STATION VENDOR SUPPLIED DRAWING SMITH AND LOVELESS 14 DRAINING NUMBER M2 PROJECT NUMBER CP0817 CONTRACT NUMBER 10 -15 SHEET 1 OF 40 0624 I- z W W U Q J a. W Z O (- Q F- U) c� C a. ix UJ W U) 0) O CN r_ T- oo 0 0 is No. I Date Revision 12/ 2012 I AS- comzrrw3crav' mWINCA DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION DEVICE DESCRIPTION BY DATE Drawn 83.18 KB 10/2010 80.35 WET WELL FLOAT -PUMP 2 ON 79.85 These drawings conform to the (BACKUP MODE ONLY) Reviewed WET WELL FLOAT - PUMP 1 ON Ion t Z z Contractor's construction records. LT1000 HIGH WATER ALARM 79.35 LT1000 O 78.85 Approved IF lo -H- I 0 SCALE: %2 " =1' -0" i= v Drawn By: Date °W � PARAtA6*rKl)< 78.35 LT1000 ONE INCH AS DRAWN 0 w � U Construction Inspectio rx � ,. �� � l � (CONSTANT LEVEL MODE ONLY) LT1000 File: SU1931018PA2- M3.DWG WET WELL ILLUSTRATIVE SECTION 2p 1._O SPA 1 A CITY OF PUBLIC WORKS DEPARTMENT 25 West Main Street AliBURN �033Auburn, Washington .� �GIST w WASHINGTON �SS'�ONAL ECG DE TEST BOX (2) WITH 10 ANODE NECTIONS. ANODES TO BE INSTALLED INSTRUCTIONS PROVIDED IN THE JTENANCE MANUAL. MOUNT TEST FIONS ON OUTSIDE OF EAST WALL AS WN ON DRAWING NUMBER M4. ODE PACK SHED PUMP PROVIDED IFACTURER SWING NUh = OUNDATI( COMPRE! CMP17: COMPRESSOR CMP1740 REVIEWED BY: Project Ma nstructionAllanager PROJECT NOTES: 1. CONTRACTOR SHALL VERIFY DIMENSIONS, ELEVATIONS, AND LOCATIONS OF ALL PREFABRICATED COMPONENTS PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL LOCATE ADDITIONAL UNIONS AS REQUIRED FOR EASY ASSEMBLY /DISASSEMBLY, NOT SHOWN FOR CLARITY. OCORE DRILL HOLES FOR WET WELL PENETRATIONS, PROVIDE WATERTIGHT SEAL USING LINK -SEAL BOOTS OR APPROVED EQUAL. D SLOPE PUMP SUCTION LINES AT 1% FROM PUMP CONNECTION POINT DOWN TO WET WELL. OWET WELL SUMP 2'- 6 "x5' -0 ". BOTTOM OF SUMP 3" BELOW PIPE INVERT. OMOUNT SLUICE GATE TO DI FLANGE.PROVIDE PEDESTAL - MOUNTED GEAR BOX AND CRACK OPERATOR. PUMP CONTROL AND WET WELL ALARM SETTINGS DEVICE DESCRIPTION Elevation LT1000 MAXIMUM LEVEL MEASUREMENT 83.18 LSHH1712 HIGH LEVEL ALARM 80.35 WET WELL FLOAT -PUMP 2 ON 79.85 LSH1711 (BACKUP MODE ONLY) WET WELL FLOAT - PUMP 1 ON 79.35 LSH1710 (BACKUP MODE ONLY) LT1000 HIGH WATER ALARM 79.35 LT1000 PUMP 2 ON AT 90% SPEED 78.85 (CONSTANT LEVEL CONTROL ONLY) LT1000 PUMP 1 ON 78.35 (CONSTANT LEVEL MODE ONLY) LT1000 CONSTANT LEVEL CONTROL SETPOINT 78.35 LT1000 PUMP(S) OFF 75.35 (CONSTANT LEVEL MODE ONLY) LT1000 LOW WATER ALARM 74.85 BUBBLER SYSTEM - DETAIL 0 NTS DATE: L00 ,r' l (> NGS EXCEPT WHERE NU I EU U 1 Mt=KWIJt. 2. SEE DRAWING NUMBER E7 FOR LOCATION. 3. MOUNT SHELF 24" ABOVE FINISHED FLOOR. BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 1.800.424.5555 2009 SEWER PUMP STATION REPLACEMENT PHASE B: ELLINGSON SEWER PUMP STATION WET WELL SECTION DRAWING NUMBER M3 PROJECT NUMBER CP0817 CONTRACT NUMBER 10 -15 MEET 1 OF 40 14D1Cto2. z W 2 W U Q J W W z O F_ Q F- U) W W U) 0) 0 0 N 00 O LL U FCA 12 "x12 "x8" 8" GV, RJ BYPASS PORT, SEE REDUCING TEE, DETAIL 4, DRAWING FLxRJ 8" FM NUMBER M5 -- - — 01- x-II�N r--�------------- - - - - -- O - -� 12 "GV,FLxRJ ' I----------------- -_�� -- I I I SEE DRAWING - I I I L_ " I NUMBER C4 FOR I I I 15 SS ( I — I ! LOCATION , I I I BUILDING OUTLINE I PVC, 3034 SDR35 I I I I I I I I I I 7FLxPEC 12 FM ( I r I I � I I C I I TYP s I WET WELL 5 i I SLUICE GATE s "v I( I I I 36 "x48" L---------- --- --� I SCH 40 PVC , ! I I FLOOR DOOR /\ --------- - - - - -� I I I ODOR CONTROL 3" p I I MANHOLE SEE DETAIL 1, THIS SCH 40 PVC DRAWING III K/ ' ` C `� 1" BUBBLER I I I I sST I I -1 �1 T L J. udl I ! I 450 BEND, RJ N. �,` � I( I ♦ I I I I I I 12" SUCT115, DI !, I ' i I I 12" SUCTION C 3/4" PW I I I I I.! I I 1 1/2 "DISCH I I I I I I I I DI COP I I 81. V I I I SST 4 , ( ICI Z D li) I I 12" FLEX COUPLING I ! SCH 40 PVC III I I (TYP 2) I I I I II900 BEND, RJ I I m- rrL I I i I �� ' III I I I I I T -5" I I I PACKAGE PUMP STATION PROVIDED BY MANUFACTURER No. Date I Revision wao►2 I AS..00N3'('R,I TmP WW nvv I YARD PIPING - PLAN % " =1' -0" DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION I I BY I DATE 15" SS Pik REDUCING COUPLING PVC, 3034 SDR35 I I � I l I I I , I I I 16 "SS�J Di, FLxPE I I I o I , I I i I I I I � I 3 TYP 6" V SCH 40 PVC FLOATS ANODE TEST STATIONS --1AVN SEE DRAWING NUMBER C2 FOR CONTINUATION 12" SUCTION ( I III I I DI I I I III I 1 1/2" DISCH r-f-r SST OI �- WET WELL @ LANDING (EL 86.00') - P N V =1' -0" � S- ��� >RA CITY OF - ol TER WASHINGTON SIONAL 16" FLEX COUPLING SECTION =1'-0" ACCESS LADDER O 1" BUBBLER SST t 4 45° BEND 12" SUCTION DI 12" FLEX COUPLING (TYP 2) SEE PLAN FOR VENT ORIENTATION 4'- 0 "x4' -0" ALUMINUM FLOOR DOOR PER SPECS CV rap✓' Drawn $ KB 10/2010 z z O pU These drawings conform to the Contractor's construction records. Drawn By: Date Reviewed 10 Lzo 10 Approved T 10 -q-10 SCALE: VARIES U W U PAVAtASTMI)C IZ1ZO12 ONE INCH AS DRAWN Con s #ru n Ins n U � r File: SU1931018PA2- M4.DWG 15" SS Pik REDUCING COUPLING PVC, 3034 SDR35 I I � I l I I I , I I I 16 "SS�J Di, FLxPE I I I o I , I I i I I I I � I 3 TYP 6" V SCH 40 PVC FLOATS ANODE TEST STATIONS --1AVN SEE DRAWING NUMBER C2 FOR CONTINUATION 12" SUCTION ( I III I I DI I I I III I 1 1/2" DISCH r-f-r SST OI �- WET WELL @ LANDING (EL 86.00') - P N V =1' -0" � S- ��� >RA CITY OF - ol TER WASHINGTON SIONAL 16" FLEX COUPLING SECTION =1'-0" ACCESS LADDER O 1" BUBBLER SST t 4 45° BEND 12" SUCTION DI 12" FLEX COUPLING (TYP 2) SEE PLAN FOR VENT ORIENTATION 4'- 0 "x4' -0" ALUMINUM FLOOR DOOR PER SPECS CV rap✓' � $ _ s PROJECT NOTES: 1. CONTRACTOR SHALL VERIFY DIMENSIONS, ELEVATIONS, AND LOCATIONS OF ALL PREFABRICATED COMPONENTS PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL LOCATE ADDITIONAL UNIONS AS REQUIRED FOR EASY ASSEMBLY /DISASSEMBLY, NOT SHOWN FOR CLARITY. OCORE DRILL HOLES FOR WET WELL PENETRATIONS, PROVIDE WATERTIGHT SEAL USING LINK -SEAL BOOTS OR APPROVED EQUAL. OENCASE IN 4" SCH 40 PVC SLEEVE. OMANUF TO DESIGN MH FLAT SLAB TOPS FOR AASHTO HS20-44 LOADING. FLAT SLAB TO HAVE TYPE S -3 BROOMED FINISH PER SPEC SECTION 03300. (� PROVIDE 90° BEND, VERTICAL RISER AND TRANSITION COUPLING TO DOWNSPOUT, TYP 5 PLACES, SEE DRAWING NUMBER Al AND A2 FOR DOWNSPOUT LOCATIONS. OPROVIDE 304L STAINLESS STEEL SAF -T -NOTCH CARRIER RAIL AND LADDER RUNG CLAMPS. A I SIN ,s � b o °o °o °o o °0000000QOOa A vv of t k � � 4 C( SLOPE FLOOR TO DRAIN ODOR CONTROL MANHOL� DETAIL 3% 4 " =1' -0" 4 "4"x3 /" SS 316 It - ROLL TO WET WELL DIAMETER 2 "x1/2' SS 316 FB WELDED TO 4" SS PLATE %" DI SS 316 SPLIT HANGER W/ FASTENERS REVIEWED BY- DATE: PUBLIC WORKS DEPARTMENT lo'J'io 25 West Main Street Proje a er Auburn, Washington nstruction 10anager } d I� f i Ik I b 3/" DRILLED ANCHOR BOLT SS 316 (TYP) 4 a 12" 1 12" BUBBLERIFLOAT CONTROL MOUNT 2 DETAIL " =1' -0" 4 el 16 A ; ...- 8" V 2" D 6" V SCH 40 PVC FLEX COUPLING ODOR CONTROL UNIT - LO -FLOW SYSTEM 31 BY BAY PRODUCTS 6' DIA MANHOLE W/ FLAT TOP O FLOOR DRAIN, SEE DETAIL 2, DRAWING NUMBER M5 3" D SCH 40 PVC BURIED UTILITIES IN AREA DRANANG PLEASE CALL BEFORE YOU DIG NUMBER 1.800.424.5555 M4 2009 SEWER PUMP STATION REPLACEMENT PROJECT PHASE B: ELLINGSON SEWER PUMP STATION CP0817 CONTRACT PUMP STATION DETAILS NUMBER 10 -15 SHEET OF 40 I%fMAVW As F- Z W 2 W V J W W Z O F- >W W U) N 0 0- U