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HomeMy WebLinkAboutzS-3965SetLO (10 O 1 0 Lu REPLACE 4 -42 SEWAGE LIFT STATION BOEING COMMERCIAL AIRPLANE GROUP RENTON, WASHINGTON 98057 VICINITY/ SITE MAP LEGAL DESCRIPTION PROJECT DIRECTORY DRAWING INDEX LAKE WASHINGTON 4-67 BUILDING 4,31 LOCATION _ 4 \ \A \ -52 N \ I n / / 4'2� \ 4-44 N 4-46 z 'L P 5-14 4-79 4-77 5-60 �0. 5-63 o z �4-61 4-47 5-65 m 4-70 00 5-403 U V— V U .p U � 5-44 I U M I U Q N Z � 11 5-407 O op j 5 zo 0 � o CLI o Q 5-43 5-36 5- 01 a a m .0 C= m z m � 5-03 0 D- C-4 0° 5-\6 0 5-09 m 5-409 � 5-02 33 0 0 AIDDnDT WAv CI PUGET SOUND POWER & LIGHT COMPANY / v k,P LOT 5 ? 4-60 0 4-71 4-8A LOT 7 - 4-93 LJ U a a� 10-20 N. 6TH STREET Z 10-16 z W Z Z Z Z Z W W Q > Q Q Z C� Q Q Q TX, Q LOT 8 Z `� J J InW o � a a J m 3 L5TIHTREET N N. 4TH REET " F N. 8TH STREET s PARCEL II-80 CITY OF RENTON, KING COUNTY, WASHINGTON THE FOLLOWING DESCRIBED TRACT OF LAND SHOWS RECORD TITLE VESTED IN THE BOEING COMPANY, A DELAWARE CORPORATION, COVERED IN THE PIONEER NATIONAL TITLE INSURANCE COMPANY, LIMITED LIABILITY REPORT A-253196, DATED JANUARY 21, 1980. ALL BEARINGS ARE REFERENCED TO THE GRID MERIDIAN OF THE WASHINGTON COOORDINATE SYSTEM, NORTH ZONE. THAT PORTION OF GOVERNMENT LOTS 1, 2 AND 3 AND THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. PARCEL III-80 CITY OF RENTON, KING COUNTY, WASHINGTON THE FOLLOWING DESCRIBED TRACT OF LAND SHOWS RECORD TITLE VESTED IN THE BOEING COMPANY, A DELAWARE CORPORATION, COVERED IN THE PIONEER NATIONAL TITLE INSURANCE COMPANY, LIMITED LIABILITY REPORT A-253195, DATED JANUARY 21, 1980. ALL BEARINGS ARE REFERENCED TO THE GRID MERIDIAN OF THE WASHINGTON COORDINATE SYSTEM, NORTH ZONE. THAT PORTION OF THE NORTHWEST QUARTER AND OF THE NORTHEAST QUARTER OF SECTION 8, TOWNSHIP23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON. SCOPE OF WORK DESCRIPTION OF WORK: REPLACE THE BUILDING 4-42 SEWAGE LIFT STATION WITH NEW. THIS LIFT STATION SERVES BUILDING 4-42, 4-41 AND WEST SIDE OF BUILDING 4-20. THE EXISTING LIFT STATION SHALL BE MAINTAINED AND KEEP THE BUILDINGS OPERATIONAL UNTIL SWITCHOVER TO THE NEW LIFT STATION. OWNER: BOEING RENTON FACILITY 737 LOGAN AVE. N RENTON, WA 98056 425.965.2423 CONTACT: SHARON KUNTZ SHARON.L.KUNTZ@BOEING.COM ELECTRICAL ENGINEERING: SAZAN GROUP INC. 600 STEWART STREET, SUITE 1400 SEATTLE, WA 98101 206.267.1700 206.267.1701 FAX CONTACT: ELMO ACACIO, PE EACACIO@SAZAN.COM SURVEYING: DUANE HARTMAN & ASSOCIATES, INC 16928 WOODINVILLE- REDMOND ROAD, B-107 WOODINVILLE, WA 98072 425.483.5355 425.483.4650 FAX CONTACT: DOUGLAS HARTMAN, PLS DAHARTMAN.DHA@FRONTIER.COM CIVIL/STRUCTURAL ENGINEERING: BERGER ABAM 33301 NINTH AVE S, SUITE 300 FEDERAL WAY, WA 98003-2600 206.431.2300 206.431.2250 CONTACTS: MEIGS BLYTHE, PE BLYTHE.MEIGS@ABAM.COM DAN JOHNSTON, PE DAN.JOHNSTON@ABAM.COM GEOTECHNICAL ENGINEERING: S&EE 16625 REDMOND WAY, SUITE M124 REDMOND, WA 98052 425.868.5868 425.868.7427 FAX CONTACT: C.J. SHIN, PhD, PE CJSHIN@CABLESPEED.COM GENERAL SEQ DWG. REV G1 04-042-GO A G2 04-042-G1 CIVIL a TITLE VICINITY MAP, LEGAL DESCRIPTION CODE SUMMARY & DRAWING INDEX KEY SHEET SEQ DWG. REV. TITLE C1 04-042-C2-6A - CIVIL GENERAL NOTES C2 04-042-C2-6B - TESC NOTES C3 04-042-C2-6C - TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C4 04-042-C 13C-R - SITE REMOVAL PLAN C5 04-042-C 13C C SITE UTILITIES PLAN C6 04-042-C223C - PAVING AND STRIPING PLAN C7 04-042-C153C - GRADING AND UTILITY DETAIL PLAN C8 04-042-0513C-1A - CIVIL SECTIONS AND DETAILS C9 04-042-0513C-1 B - PUMP STATION PLAN AND ELEVATION C10 04-042-0513C-1C - PUMP STATION DETAILS C 11 04-042-0513C-1 D - DETAILS ELECTRICAL SEQ DWG. REV. TITLE E1 04-042-1 El OR G 480Y/277V POWER PLAN - REMOVAL E2 04-042-1 E41 OR C LAN SYSTEM PLAN - REMOVAL E3 04-042-1E110 G 480Y/277V POWER PLAN E4 04-042-1E111 R 480Y/277V POWER PLAN E5 04-042-1 E410 C LAN SYSTEM PLAN E6 04-042-E510-1 A - 4-42 SAN. LIFT STATION - PARTIAL PLAN & SECTION E7 04-042-E510-1 B - 4-42 SANITARY LIFT STATION - SCHEMATIC E8 RTN-YD-E13C C 4-41 SUB STATION REPLACEMENT S-396539 PLAN VIEW IN COMPLIANCE Vv'ITH CITY OF RENTON STANDARDS S A Z A N SCALE 1 600'-0" DEVELOPMENT ENGINEERING G R O U P WASTEWATER UTILITY jchavez 10/22/2019 dchristen 10/22/2019 600 Stewart St., Ste 1400 Seattle, Washington 98101 PERMIT SET =�ML Tel 206.267.1700 J U N E 2, 2017 WW Fax 206.267.1701 SAZAN # 543-1726 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE B. AC ACCEPTABILITY VICINITY MAP, LEGAL DESCRIPTION W19111354 A 06.02.17 A REPLACE 4-42 SEWAGE LIFT STATION W19111354 SAZAN/EA 06.02.17� of WA THIS �� THIS DESIGN AND/OR CHECKED CODE SUMMARY & DRAWING INDEX ® o SPECIFICATION IS APPROVED r-M7-1NEEH TITLE REPLACE 4-42 SEWAGE LIFT STATION SHEET APPROVED BY DEPT. 7DATE GO G 1 . CHECKED �GT1 BUILDING 04 042 S,S � � JOB No. W 19111354 COMP N0. ISAPPROVED ZONAL � APPROVED ��07- 06/02/2017 ARCHITECTURAL MASTER RENTON, WA 04-042-GO N co O O O IT— H H u J 0D cl) I O 0 W ABBREVIATIONS GENERAL NOTES & AND K KIP(S) @ AT KO KNOCK OUT 1. OBTAIN CONSTRUCTION PERMITS FROM CITY OF RENTON PRIOR TO AB ANCHOR BOLT COMMENCING CONSTRUCTION. ADJ ADJACENT L LENGTH AFF ABOVE FINISHED FLOOR LB LAG BOLT 2. NOTIFY CONSTRUCTION MANAGER SHOULD EXISTING CONDITIONS AGG AGGREGATE LEN LENGTH REQUIRE DESIGN REVISIONS. AL ALUMINUM LF LINEAL FEET ALT ALTERNATE LL LIVE LOAD 3. CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION CLEAR OF ANCH ANCHOR, ANCHORAGE LWR LOWER DEBRIS CAUSED BY DEMOLITION AND SHALL STORE CONSTRUCTION APA AMERICAN PLYWOOD ASSOCIATION MATERIALS AND EQUIPMENT IN AREAS DESIGNATED BY THE APPD APPROVED MATL MATERIAL CONSTRUCTION MANAGER. CONTRACTOR IS REQUIRED TO PROVIDE APPROX APPROXIMATE MAX MAXIMUM DAILY CLEAN-UP ON JOB SITE. ASTM AMERICAN SOCIETY MB MACHINE BOLT OF TESTING MATERIALS MBR MEMBER 4. CONTRACTOR IS TO VERIFY DIMENSIONS AND CONDITIONS SHOWN ON MET METAL THE DRAWINGS AND SHALL BE RESPONSIBLE FOR THE JOINING OF BTWN BETWEEN MFR MANUFACTURE(R) HIS WORK TO THE WORK OF OTHER TRADES. DISCREPANCIES ON BLDG BUILDING MIN MINIMUM DRAWINGS OR IN SPECIFICATIONS, SHALL BE BROUGHT TO THE BLKG BLOCKING MISC MISCELLANEOUS BOT BOTTOM MT MOUNTED) (ING) ATTENTION OF THE CONSTRUCTION MANAGER IMMEDIATELY UPON MTL METAL DISCOVERY. IN THE EVENT OF SUCH A DISCREPANCY, THE MOST C CHANNEL STRINGENT REQUIREMENTS GOVERN THE SCOPE OF WORK. CB CATCH BASIN N NORTH (COORDINATE) CC CENTER TO CENTER NF NEAR FACE 5. WORK SHALL CONFORM WITH APPLICABLE CODES AND REGULATIONS. CEM CEMENT NIC NOT IN CONTRACT 6. CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION MANAGER CF CUBIC FEET NO. NUMBER CJ CONTROL JOINT NOM NOMINAL FOR CONSTRUCTION AREA AND SECURITY REGULATIONS. CL CENTER LINE NTS NOT TO SCALE 7. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE CLR CLEARANCE) COL COLUMN OA OVERALL DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN COMP COMPRESSED) (ION) OC ON CENTER(S) IN FULL. CONIC CONCRETE OD OUTSIDE DIAMETER 8. PLANS WHICH APPEAR AS BACKGROUNDS ON CIVIL, STRUCTURAL, CONN CONNECTION OF OUTSIDE FACE CONST CONSTRUCTION OFCI OWNER FURNISHED, PLUMBING, HVAC, ELECTRICAL DRAWINGS ETC., ARE FOR THE CONT CONTINUOUS, CONTINUE CONTRACTOR INSTALLED PURPOSE ONLY OF ILLUSTRATING GENERAL PLAN CONFIGURATION. CONTR CONTRACT(OR) OPG OPENING SUCH BACKGROUNDS SHALL NOT BE USED FOR PORTIONS OF THE CTSK COUNTERSUNK OPP OPPOSITE WORK OTHER THAN THAT PERTAINING TO THE TITLE OF EACH CY CUBIC YARD(S) DRAWING. REFER TO THE APPROPRIATE DRAWING FOR EACH SPECIFIC P PAINT PORTION OF THE WORK. 0 DIAMETER PAR PARALLEL DBL DOUBLE PCC PRECAST CONCRETE 9. THE GENERAL CONTRACTOR AND RESPECTIVE SUBCONTRACTORS DEMO DEMOLISH, DEMOLITION PCF POUNDS PER CUBIC FOOT SHALL BE RESPONSIBLE FOR COORDINATION OF THE ENTIRE DEP DEPRESSED PERF PERFORATE(D) SCOPE OF WORK. THE ENTIRE SET OF CONTRACT DOCUMENTS DIA DIAMETER PERIM PERIMETER SHALL BE REFERRED TO IN DETAIL FOR COORDINATION OF DIAG DIAGONAL PL PLATE SPECIFIC REQUIREMENTS. THE GENERAL CONTRACTOR SHALL DIM DIMENSION PNL PANEL DL DEAD LOAD PREST PRESTRESSED) REVIEW THE ENTIRE SET OF DOCUMENTS FOR WORK OF VARIOUS DN DOWN PRF PREFORMED TRADES WHICH MAY BE INCLUDED ON OTHER DISCIPLINE DS DOWNSPOUT PSF POUNDS PER SQUARE FOOT DRAWINGS OR SPECIFICATION SECTIONS FOR EXAMPLE, DWG DRAWING PSI POUNDS PER SQUARE INCH ELECTRICAL WORK INDICATED ON CIVIL DRAWINGS BUT NOT PT POINT SHOWN ON ELECTRICAL DRAWINGS. THE CONTRACTOR SHALL PVC POLYVINYL CHLORIDE (E) EXISTING PROVIDE ALL WORK REQUIRED TO COMPLETE ALL SYSTEMS PIPE E EAST (COORDINATE) INDICATED IN ALL DOCUMENTS WHETHER OR NOT THE WORK IS EA EACH PWD PLYWOOD INDICATED IN THE TYPICAL DISCIPLINE LOCATION. EB EXPANSION BOLT FF EACH FACE R RADIUS (CURVATURE) 10. CONSTRUCTION MANAGER TO INDICATE STAGING AREAS WHERE EJ EXPANSION JOINT R RISER CONTRACTOR MAY STORE SALVAGED MATERIALS TO BE REUSED EL ELEVATION REF REFERENCE, REFER TO IN LATER PARTS OF THIS PROJECT & WHERE MATERIALS TO ELEV ELEVATION REINF REINFORCED (ING) EQ EQUAL REQ REQUIRE([ ING) BE STAGED BY BOEING ARE TO BE LOCATED. EW EACH WAY REV REVISION(S), REVISED 11. SYMBOLS SHOWN ON MATERIALS LIST ARE NOT ALWAYS USED IN EXIST EXISTING RH RIGHT HAND DRAWINGS. VERIFY EXISTING MATERIAL AND SEE CONSTRUCTION EXP EXPOSED RO ROUGH OPENING NOTES FOR MATERIAL CALLOUTS. EXT EXTERIOR FAS FASTEN(ER) SEQCT SQUARE(COORDINATE) 12. SEE CIVIL AND ELECTRICAL DRAWINGS TO ESTABLISH SCOPE OF WORK FE FIRE EXTINGUISHER OF THOSE TRADES AND OTHERS WHICH REQUIRE REWORKING OF FF FACTORY FINISH SECT SECTION EXISTING COMPONENTS INCLUDING FINISHES, PATCHING, REPAIR, AND FF FINISHED FLOOR SF SQUARE FEET REFINISHING TO A SEAMLESS CONDITION. REPAIR WALL OR SURFACE FGR FINISH GRADE SHT SHEET TO BE REPAINTED TO THE NEXT CORNER PROJECTION OR BREAK IN FH FIRE HYDRANT SIM SIMILAR SURFACE. FIN FINISHED) SQ SQUARE FND FOUNDATION ST STRUCTURAL TEE 13. PROVIDE ALL NECESSARY REQUIRED SHOP DRAWINGS AND MATERIALS FOC FACE OF CONCRETE STD STANDARD SUBMITTALS FOR THE PUMPS. CONTROL PANEL, ELECTRICAL FOF FACE OF FINISH STL STEEL EQUIPMENT, WIRING AND CONDUIT FOR BOEING AND ENGINEER'S FDIC FURNISHED BY OWNER/ STR STRUCTURAL REVIEW AND APPROVAL. INSTALLED BY CONTRACTOR SYM SYMMETRY,SYMMETRICAL FO FINISHED OPENING SYS SYSTEM 14. THE EXISTING LIFT STATION MUST REMAIN IN SERVICE DURING FT FOOT CONSTRUCTION. CONTRACTOR SHALL MINIMIZE THE DOWNTIME OF THE FTG FOOTING T&B TOP AND BOTTOM LIFT STATION ONLY DURING TESTING AND CUT OVER PERIOD TO THE FUT FUTURE T&G TONGUE AND GROOVE NEW. SCHEDULE TO BE COORDINATED WITH BOEING PERSONNEL. FV FIELD VERIFY TC TOP OF CURB ELEVATION GA GAGE TEMP TEMPORARY GALV GALVANIZED THK THICKNESS) GC GENERAL CONTRACTOR TOC TOP OF CONCRETE GI GALVANIZED IRON TOL TOLERANCE GR GRADE TOS TOP OF STEEL GT GROUT TS STRUCTURAL TUBE GWB GYPSUM WALL BOARD TYP TYPICAL HDNR HARDENER UBC UNIFORM BUILDING HDWD HARDWOOD CODE HG HIGH GRADE UL UNDERWRITERS' LABEL HM HOLLOW METAL UON UNLESS OTHERWISE S-396539 HOR HORIZONTAL NOTED HS HIGH STRENGTH UPR UPPER HSS HOLLOW STRUCTURAL SECTION (STRUCTURAL TUBE) VB VAPOR BARRIER SAZAN HT HEIGHT VERT VERTICAL ID INSIDE DIAMETER W WEST (COORDINATE) G R O U P ID INSIDE DIMENSION W WIDE FLANGE 600 Stewart St., Ste 1400 IF INSIDE FACE W WIDTH, WIDE IN INCH W/ WITH D� A T Battle, Washington 98101 INCL INCLUDED(D) (ING) W/0 WITHOUT PERMIT I SET I =�� Tel 206.267.1700 W F WELDED WIRE FABRIC JT JOINT J U N E 2, 2017= Fax 206.267.1701 SAZAN # 543-1726 SYM I REVISION I BY I APPROVED I DATE I SYM A I REPLACE 4-42 SEWAGE LIFT STATION W19111354 SAZAN/EA 1 1 06.02.17 REVISION I BY I APPROVED I DATE i L BOE/NG- B A C ACCEPTABILITY of WAskr �� THIS DESIGN AND/OR o SPECIFICATION IS APPROVED O APPROVED BY DEPT. I DATE SUBTITLE KEY SHEET TITLE REPLACE 4-42 SEWAGE LIFT STATION CURRENT REVISION ISYMBOL DATE W19111354 A 06.02.17 G1 G2 W19111354 COMP NO. 04-042-G1 N C'7 (c) It O O T U LO T O O T a Z) _I d') co O O O T SSIONAL ��� 06/02/2017 ARCHITECTURAL MASTER BUILDING 04-042 JOB NO. RENTON, WA DWG NO. N 75 O O cn 0 m co >, m cn J EXISTING -FN FW PIV® WV® STS -SAN- CO o 0 O -UP- S0 A -U ® p B-1 A PROPOSED LEGEND FORCE MAIN FIRE WATER MAIN POST INDICATOR VALVE FIRE HYDRANT WATER VALVE STORM DRAINAGE LINE SANITARY SEWER LINE CLEANOUT CATCH BASIN MANHOLE/TYPE II CATCH BASIN UNDERGROUND POWER LIGHT STANDARD COMPRESSED AIR LINE UNKNOWN UNDERGROUND UTILITY BOLLARD PEDESTRIAN PATH INDICATOR BORING (FROM PREVIOUS SOILS INVESTIGATION) BENCHMARK FM FORCE MAIN SAN SANITARY SEWER LINE X TEMPORARY FENCE CONSTRUCTION LIMITS REMOVE OR ABANDON UTILITY STRIPING REMOVE OR ABANDON STRUCTURE AC PAVEMENT .0 ------ o- TRIANGULAR SILT DIKE SYM REVISION BY REPLACE 04-042 SEWAGE LIFT STATION W19111354 ABAM ,... , SIN .A T ABND ABANDONED TYP. AC ASPHALTIC CONCRETE AGG. AGGREGATE V ASTM AMERICAN SOCIETY FOR V TESTING AND MATERIALS VC B BLDG -BUILDING -BMP(S) -BEST MANAGEMENT PRAC {DEPARTMENT OF ECOLO -BOT BOTTOM C C, CONC CONCRETE CB CATCH BASIN CI CAST IRON CMP CORRUGATED METAL PIPE CW -DOMESTIC WATER .D -DI -DUCTILE IRON -DIA. DIAMETER -DWG -DRAWING .E E EAST E EASTING -EOT END OF TRACE ESC EROSION/SEDIMENTATION CONTROL EX., EXIST. EXISTING F FDC FIRE DEPARTMENT CONN FH -FIRE HYDRANT FIN. -FINISH FM FORCE MAIN slog -H - HORIZONTAL -HDPE HIGH DENSITY POLYETHYLENE PIPE -HH -HANDHOLE I HE INVERT ELEVATION HNV INVERT .L -LF -LINEAR FEET M HMI T LMATERIAL MAX. MAXIMUM �MH MANHOLE MIN. MINIMUM �MJ MECHANICAL JOINT N N -NORTH N-NORTHING NW -NORTHWEST 0 O.D. OUTSIDE DIAMETER P �PIV POST INDICATOR VALVE PSI POUNDS PER SQUARE IN PVC POLYVINYL CHOLRIDE S S SOUTH SCH. SCHEDULE SD STORM DRAIN SE SOUTHEAST SEC SECTION PIV (NUMBER) SPEC SPECIFICATIONS SS SANITARY SEWER STA. STATION STD STANDARD SW SOUTHWEST APPROVED DATE SYM 07.15.19 VLT W TICES �W GY) .WAC �WL .WSDOT .WV ECTION CH REVISION PAVEMENT/GRADING NOTES 1. ASPHALT PAVEMENT MATERIALS; CONFORM WITH WSDOT SPEC 5-04.2 TYPICAL 2. CONCRETE PAVEMENT SHALL BE 4000 PSI MIN. CONCRETE PAVEMENT VERTICAL MATERIALS; CONFORM WITH WSDOT SPEC 5-05.2 VITRIFIED CLAY VAULT 3. ASPHALT PAVEMENT CONSTRUCTION; CONFORM WITH WSDOT SPEC 5-04.3 4. CONCRETE PAVEMENT CONSTRUCTION; CONFORM WITH WSDOT SPEC 5-05.3 WEST WASHINGTON ADMINISTRATIVE 5. PAVEMENT JOINTS; CONFORM WITH WSDOT STD PLAN A-40.10-02 CODE WATER LEVEL WASHINGTON DEPARTMENT 6. PROVIDE CONCRETE PAVEMENT ISOLATION JOINTS AROUND THE MANHOLE OF TRANSPORTATION AND CATCH BASIN FRAMES; CONFORM WITH WSDOT STD PLAN A-40.15-00 WATER VALVE 7. STRIPING AND PAVEMENT MARKINGS; CONFORM WITH WSDOT STD SPEC 8-22 AND 9-34.3(1) AND 9-34.3(2). 8. GRADE ADA ACCESSIBLE PARKING STALLS AND ACCESS AISLES AT A MAXIMUM SLOPE OF 2.0% IN ALL DIRECTIONS 9. SEE SPECIFICATION SECTION 31 20 00 FOR PAVEMENT SUBGRADE PREPARATION 10. CONSTRUCTION GEOTEXTILE FOR SEPARATION; CONFORM WITH WSDOT STD SPEC 2-12 EARTHWORK NOTES 1. EROSION AND SEDIMENTATION CONTROL MEASURES ARE IN PLACE. 2. PROTECT AND MAINTAIN EROSION AND SEDIMENTATION CONTROLS DURING EARTH MOVING OPERATIONS. 3. EXCAVATION AND COMPACTION UNDER STRUCTURES SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION SECTIONS 2-03.3(14) AND 2-09. 4. PAVEMENT SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION SECTION 2-06. 5. EXCAVATION AND TRENCHING DURING WET CONDITIONS SHALL COMPLY WITH KING COUNTY CONSTRUCTION DEWATERING PERMIT, DEWATERING PLAN, AND GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. ALL AGGREGATES SHALL CONFORM TO THE FOLLOWING WSDOT STANDARD SPECIFICATIONS: BORROW (GRAVEL) 9-03.14(1) BORROW (SELECT) 9-03.14(2) BORROW (COMMON) 9-03.14(3) CRUSHED SURFACING TOP COURSE 9-03.9(3) CRUSHED SURFACING BASE COURSE 9-03.9(3) GRAVEL BASE 9-03.10 GRAVEL BACKFILL FOR PIPE ZONE BEDDING 9-03.12(3) GRAVEL BACKFILL FOR DRAINS 9-03.12(4) GRAVEL BACKFILL FOR DRYWELLS 9-03.12(5) BY I APPROVED I DATE SANITARY SEWER NOTES 1. INSTALL SANITARY SEWER PIPING IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 7-08. 2. DO NOT STORE PIPE AND FITTINGS IN DIRECT SUNLIGHT. 3. PROTECT PIPE, PIPE FITTINGS, AND SEALS FROM DIRT AND DAMAGE. 4. DUCTILE IRON SANITARY SEWER PIPE SHALL BE CL 52 IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.13 5. INSTALL GASKETS, SEALS, SLEEVES, AND COUPLINGS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 6. NONPRESSURE-TYPE TRANSITION COUPLINGS SHALL COMPLY WITH ASTM C 1173, ELASTOMERIC, SLEEVE -TYPE, REDUCING OR TRANSITION COUPLING. 7. USE DETECTABLE WARNING TAPE OVER PIPING. 8. INSTALL CLEANOUTS AND RISER EXTENSIONS FROM SEWER PIPES TO CLEANOUTS AT GRADE. USE CAST-IRON SOIL PIPE FITTINGS IN SEWER PIPES AT BRANCHES FOR CLEANOUTS, AND USE CAST-IRON SOIL PIPE FOR RISER EXTENSIONS TO CLEANOUTS. INSTALL PIPING SUCH THAT CLEANOUTS OPEN IN DIRECTION OF FLOW IN SEWER PIPE. 9. USE HEAVY-DUTY, TOP -LOADING CLASSIFICATION CLEANOUTS. 10. SET CLEANOUT FRAMES AND COVERS IN CONCRETE PAVEMENT AND ROADS WITH TOPS FLUSH WITH PAVEMENT SURFACE. UTILITY NOTE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. WSP ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. TOPOGRAPHIC NOTE THE TOPOGRAPHICAL DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED IN PART BY OTHERS. WSP CANNOT ENSURE THE ACCURACY OF THAT INFORMATION AND IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS. TRENCH NOTE TRENCH SAFETY IS THE CONTRACTOR'S RESPONSIBILITY. WSP ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW EXCAVATION NOTES 1. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE MEANS AND METHODS FOR THE EXCAVATION AND INSTALLATION OF THE UNDERGROUND STRUCTURES. REFERENCE THE GEOTECHNICAL REPORT FOR CHARACTERIZATION OF SOILS AND GROUNDWATER. THE CONTRACTOR SHALL PREPARE A DETAILED WORKPLAN FOR THE INSTALLATION, AND SUBMIT TO BOEING A MINIMUM OF 21 CALENDAR DAYS PRIOR TO CONSTRUCTION. CONSTRUCTION SHALL NOT BEGIN UNTIL THE WORKPLAN IS APPROVED BY BOEING. 2. EXAMPLES OF EXCAVATION AND INSTALLATION METHODS TO BE CONSIDERED FOR APPROVAL INCLUDE USE OF POSITIVE PRESSURE SLIDE RAIL, SHEET PILE SHORING, OR USE OF A CUTTING SHOE FOR THE WET WELL INSTALLATION. GROUND FREEZE IS NOT AN APPROVED METHOD. 3. CONTRACTOR SHALL SUBMIT COUNTER-BOUYANCY CALCULATIONS FOR WET WELL INSTALLATIONS THAT ARE ALTERNATIVE TO THE BASE SHOWN IN THE PLANS. 4. THE EXCAVATION AND INSTALLATION METHOD SHALL AVOID DISTURBANCE TO ADJACENT PROPERTY AND MINIMIZE DISTURBANCE TO EXISTING PAVEMENTS. ACCEPTABILITY ZMS o� wASE�i THIS DESIGN AND/OR CHEC SPECIFICATION IS APPROVED DRS ENGI APPROVED BY I DEPT. I DATE ZMS UTILITY SERVICE SWITCHOVERS 1. THE CONTRACTOR SHALL PREPARE A SCHEDULE AND WORKPLAN THAT DESCRIBES PROPOSED SWITCHOVER ACTIVITIES. THE PLAN SHALL MINIMIZE UTILITY SHUTDOWNS. THIS SCHEDULE AND WORKPLAN SHALL BE SUBMITTED TO BOEING A MINIMUM OF 21 DAYS PRIOR TO CONSTRUCTION, AND CONSTRUCTION SHALL NOT BEGIN UNTIL BOEING APPROVAL IS GIVEN. PRIOR TO THE SWITCHOVERS, ALL CONSTRUCTION OR TESTING ACTIVITIES THAT CAN BE COMPLETED PRIOR TO THE SWITCHOVERS SHALL BE COMPLETED. 2. FOR THE WORK ASSOCIATED WITH THE LIFT STATION AND SANITARY SYSTEM, THE SWITCHOVER PLAN MAY INCLUDE A SHUTDOWN PERIOD OF UP TO 2 DAYS, SUBJECT TO APPROVAL OF AND COORDINATION WITH THE BOEING UTILITY SHUTDOWN COMMITTEE. ANY EQUIPMENT OR RESOURCES NECESSARY FOR THE SWITCHOVER SHALL BE PROVIDED BY THE CONTRACTOR. 3. THE FOLLOWING ORDER OF CONSTRUCTION ACTIVITIES ARE REQUIRED: 1. INSTALL SHEETPILE SHORING. 2. INSTALL TEMPORARY FORCEMAIN AND ENSURE OPERATION BEFORE SWITCHOVER. 3. CONSTRUCT NEW LIFT STATION INCLUDING WET WELL, INSTALLATION OF PUMPS, AND INSTALLATION OF ELECTRICAL POWER AND CONTROLS. 4. TEST NEW LIFT STATION TO CONFIRM ITS FUNCTIONAL OPERATION. APPROVAL AND ACCEPTANCE OF THE LIFT STATION BY BOEING ENGINEERS IS REQUIRED PRIOR TO SANITARY SHUTDOWN AND SWITCHOVER. 5. INSTALL ALL SANITARY SEWER AND FORCE MAIN PIPES THAT CAN BE COMPLETED PRIOR TO LIFT STATION SWITCHOVER (ALL BUT THE FINAL CONNECTIONS). THIS WORK MAY BE COMPLETED PRIOR TO OR IN CONJUNCTION WITH ITEM 3 ABOVE. 6. COMMISSION SYSTEM WITH COMMISSIONING AGENT USING FIRE HYDRANT TO FILL SYSTEM. VERIFY PROPER PUMP OPERATION AND ROTATION. VERIFY START/STOP AND ALARM POINTS, BACKUP FLOAT SYSTEM FUNCITON, PROPER FUNCTION CONTROL PANEL FEATURES, ETC. 7. SANITARY SYSTEM SHUTDOWN AND SWITCHOVER AND FINAL CONNECTIONS OF ALL SANITARY SEWERS TRAFFIC NOTES 1. DO NOT CLOSE OR OBSTRUCT EXISTING TRAFFIC ROUTES WITHOUT PERMISSION FROM BOEING. COORDINATE LOCATION AND TIMING OF ALL ROADWAY CLOSURES WITH BOEING PRIOR TO PERFORMING THE WORK. 2. IN GENERAL, THE CONTRACTOR SHALL MAINTAIN THE ONE LANE ACCESS BYPASSING THE WORK SITE AREA AS SHOWN IN THE PLANS. IF FULL CLOSURES ARE NEEDED FOR SHORT DURATIONS, REQUEST APPROVAL FROM BOEING PRIOR TO THE CLOSURE. 3. THE CONTRACTOR SHALL BE PREPARED AT ALL TIMES TO PROVIDE ACCESS THROUGH THE WORK AREA FOR EMERGENCY VEHICLES. DEWATERING NOTES 1. SHOULD DEWATERING OF EXCAVATION BECOME NECESSARY, CONTRACTOR SHALL PROVIDE DEWATERING PLAN, LABOR AND EQUIPMENT. COORDINATE DEWATERING WITH OWNER AND THEIR GEOTECHNICAL ENGINEER. BOEING SHALL TEST GROUNDWATER FOR CONTAMINANTS AND PROVIDE DIRECTION FOR DEWATERING. 2. UNCONTAMINATED GROUNDWATER/STORMWATER WATER LESS THAN 25,000 GALLONS PER DAY MAY BE DISCHARGED TO THE SANITARY SEWER UNDER BOEING WASTE DISCHARGE PERMIT 7630 IF APPROVED BY BOEING ENVIRONMENTAL ENGINEERING. INITIAL AND DAILY SAMPLING WILL BE REQUIRED. DISCHARGES DIRECTLY INTO THE MUNICIPAL SEWER SYSTEM REQUIRE ADDITIONAL PERMITTING THROUGH THE CITY OF RENTON. 3. DEWATERING VOLUMES GREATER THAN 25,000 GALLONS PER DAY WILL BE DISCHARGED AS FOLLOWS: a) UNCONTAMINATED WATER WILL BE TREATED THROUGH A CHITOSAN SYSTEM AND DISCHARGED TO THE STORM SEWER. BOEING WILL WORK WITH THE CONTRACTOR TO OBTAIN THE APPROPRIATE ECOLOGY APPROVAL TO DISCHARGE INTO THE STORM SEWER SYSTEM. b) CONTAMINATED WATER WILL BE TREATED DEPENDING ON CONTAMINANTS AND DISCHARGED TO THE SANITARY SEWER SYSTEM. A WASTE DISCHARGE AUTHORIZATION WILL BE OBTAINED BY BOEING ENVIRONMENTAL ENGINEERING FOR THIS TYPE OF DISCHARGE. 4-6 WEEKS ARE NECESSARY TO OBTAIN THIS PERMIT. 4. THESE SYSTEMS WILL BE THE CONTRACTORS RESPONSIBILITY TO MAINTAIN AND OPERATE. WETWELL NOTES 1. STRUCTURAL DESIGN CALCULATIONS SHALL BE SUBMITTED BY PRECAST WETWELL MANUFACTURER AND SHALL BE SEALED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. DESIGN SHALL ADHERE TO THE FOLLOWING DESIGN STANDARDS: A. AASHTO LRFD BRIDGE SPECIFICATIONS 8TH EDITION 2017 B. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318, 2014 2. THE PRECAST CONCRETE WETWELL MANUFACTURER SHALL CONSIDER THE FOLLOWING LOAD EFFECTS IN THE DESIGN OF THE WETWELL: STANDARD A. DISTRIBUTED LOADING - 300 PSF B. LATERAL LOADING ACTIVE EARTH PRESSURE (ABOVE GROUNDWATER TABLE) - 48 PCF ACTIVE EARTH PRESSURE (BELOW GROUNDWATER TABLE) - 24 PCF PASSIVE EARTH PRESSURE (ABOVE GROUNDWATER TABLE) - 200 PCF PASSIVE EARTH PRESSURE (BELOW GROUNDWATER TABLE) - 90 PCF SOIL TOTAL UNIT WEIGHT - 125 PCF SOIL BUOYANT WEIGHT - 60 PCF C. CONCENTRATED LOADS (EXCLUDES HL-93 LANE LOAD) - HL-93 3. CONENTRATED LOADS SHALL BE CONSIDERED SIMULTANEOUS WITH DISTRIBUTED AND LATERAL LOADING CONDITIONS 4. WETWELL MANUFACTURER SHALL SUPPLY UNIT CALCULATIONS AND CONCRETE MIX DESIGN PROPORTIONS AND APPROPRIATE MIX DESIGN TEST DATA. CONCRETE STRENGTH (MIN. AT 28 DAYS) F'c = 7,000 PSI 5. PRECAST WETWELL MANUFACTURER SHALL DESIGN PRECAST WETWELL TO RESIST BUOYANT FORCE BASED ON A WATER TABLE ASSUMED TO BE 4-FT BELOW GRADE. AT MINIMUM, THE BUOYANT FORCE SHALL BE ASSUMED TO BE 70 KIPS. 6. WETWELL LID DIMENSION ARE CLEAR OPENING AND SHALL MEET ASTM C 478 (MINIMUM) 7. REINFORCEMENT SHALL BE GROUNDED. WETWELL LID AND RING SHALL BE GROUNDED 8. PRECAST CONCRETE WETWELL MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL. DIMENSIONS SHALL BE TO A COMMON ARCHITECTURAL SCALE. ALL DRAWINGS SHALL SHOW, AT A MINIMUM THE FOLLOWING: A. DESIGN LOADS AND DESIGN STANDARDS SHALL BE LISTED B. WETWELL DIMENSIONS C. REINFORCEMENT SIZE AND PLACEMENT D. INSERT/EMBED ITEMS AND THEIR PLACEMENT E. ANCHORAGE AND LIFTING INSERTS AND THEIR LOAD CAPACITY F. LOCATIONS OF ALL PENETRATIONS 9. PROVIDE PAINT ON TNEMEC COAL TAR WATERPROOFING AT EXTERIOR OF ELECTRICAL WETWELL WALLS. PROVIDE BENTONITE SEAL AT HORIZONTAL JOINTS 10. GROUND ALL METAL IN WETWELL 11. ALL METAL HARDWARE TO BE TYPE 316 STAINLESS STEEL, EXCEPT LADDER WHICH MAY BE ALUMINUM OR STAINLESS STEEL. t SUBTITLE 07.15.19 CIVIL GENERAL NOTES 07.15.19 TITLE REPLACE 04-042 SEWAGE LIFT STATION 07.15.19 BUILDING 04-042 S-396539 PERMIT SET July 15, 2019 CURRENT REVISION SYMBOL DATE W19111354 - 07.15.19 C2-6A ci JOB NO. COMP NO. W19111354 RENTON, WA DWG NO. RTN-YD-C2-6A Lo r O O O I r j CIVIL MASTER CITY OF RENTON EROSION CONTROL NOTES EROSION CONTROL NOTES N N O N N O L O L) U L) U m N >, CD m in J 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 4. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 5. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 6. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). TEMPORARY STOCKPILES SHALL BE COVERED WHEN NOT IN USE AND AT THE END OF EACH SHIFT. 8. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1ST AND APRIL 30TH INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 9. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH SWPPP PREPARED FOR THE SITE AND BOEING STORMWATER INDUSTRIAL PERMIT REQUIREMENTS. 10. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 11. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 12. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 13. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 14. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 15. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. CITY OF RENTON RECOMMENDED CONSTRUCTION SEQUENCE 1. ATTEND PRE -CONSTRUCTION MEETING WITH THE CITY OF RENTON. 1. ON -SITE EROSION MEASURES AND STORM WATER POLLUTION PREVENTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORM SEWER BY THE OWNER SHALL BE CORRECTED BY THE CONTRACTOR. 2. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THESE DRAWINGS SHALL BE INSTALLED PRIOR TO OR AS THE FIRST STAGE OF SITE PREPARATION. 3. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN IN THESE DRAWINGS NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE CONTRACTOR SHALL INSTALL HAY BALES, SILT FENCE OR ADDITIONAL FACILITIES AS NECESSARY TO PROJECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES AND/OR STORM DRAINAGE SYSTEMS. 4. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON -SITE TO PREVENT DEBRIS, DUST AND MUD FROM ACCUMULATING ON THE PUBLIC RIGHT-OF-WAY AND BOEING PROPERTY. 5. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE SITE'S CONSTRUCTION STORMWATER GENERAL PERMIT INCLUDING SITE STORMWATER POLLUTION PREVENTION PLAN AND ALL APPLICABLE BMP'S SPECIFIED THEREIN. 6. THE CONTRACTOR SHALL TAKE STORMWATER SAMPLES, COMPLETE AND EROSION CONTROL CHECKLIST, CAREFULLY REVIEW, AND MAINTAIN ALL STORMWATER POLLUTION PREVENTION MEASURES DAILY. STOCKPILED TOPSOIL NOTES 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN OCTOBER 1 AND APRIL 30. POLLUTION PREVENTION NOTES 1. PREVENT OIL AND FUELS FROM ENTERING THE STORM DRAINAGE SYSTEM WITH PROPER CONTAINMENT DEVICES. 2. SWEEP DIRT FROM PAVING DAILY OR AS NEEDED. THE INTENT IS TO PREVENT DIRT AND DEBRIS FROM VEHICLES AND EQUIPMENT FROM BEING DEPOSITED ON BOEING OWNED STREET AND CITY STREET PAVEMENT. 3. THE CONTRACTOR SHALL PREVENT ALL MATERIAL USED OR GENERATED ON -SITE FROM ENTERING THE STORM DRAINAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE CONTAINMENT/SEPARATION AT ALL TIMES. ALL STORMWATER POLLUTION PREVENTION MEASURES SHALL BE COORDINATED WITH BOEING ENVIRONMENTAL ENGINEERING TO ENSURE COMPLIANCE WITH APPLICABLE STORMWATER PERMITS. 4. THE CONTRACTOR SHALL CONDUCT DAILY STORMWATER/ENVIRONMENTAL INSPECTION OF THE CONSTRUCTION SITE. SCOPE OF THE INSPECTION WILL BE COORDINATED WITH BOEING SITE ENVIRONMENTAL ENGINEERING. 5. CONTRACTOR SHALL PROVIDE A TEMPORARY WHEEL WASH AT THE DESIGNATED CONSTRUCTION ENTRANCE. CONSTRUCTION SEQUENCE 1. UPON COMPLETION OF THE PROJECT, STABILIZE ANY REMAINING DISTURBED AREAS AND REMOVE BMPS (BEST MANAGEMENT PRACTICES) IF APPROPRIATE. 2. REMOVE TRAFFIC CONTROL AND REMAINING EROSION CONTROL AND POLLUTION PREVENTION MEASURES UPON APPROVAL BY BOEING. 3. SHOULD DEWATERING OF EXCAVATION BECOME NECESSARY, CONTRACTOR SHALL PROVIDE DEWATERING PLAN, LABOR AND EQUIPMENT. COORDINATE DEWATERING WITH OWNER (BOEING) AND THEIR GEOTECHNICAL ENGINEER. OWNER SHALL TEST GROUNDWATER FOR CONTAMINANTS AND PROVIDE DIRECTION FOR DISPOSAL. CB PROTECTION NOTES 1. CATCH BASIN INSERTS SHALL BE PROVIDED IN THE CATCH BASINS TRIBUTARY TO AREA WHERE CONTRACTOR'S CONSTRUCTION ACTIVITIES OCCUR. 2. CATCH BASIN INSERTS SHALL BE REMOVED FOLLOWING COMPLETION OF CONSTRUCTION AND STABILIZATION OF ALL CLEARED AREAS. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). WHEEL WASH NOTES 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION AND ALL OTHER EROSION AND SEDIMENT CONTROL MEASURES, INCLUDING WHEEL WASH, 1. WHEEL WASH PROVIDED MAY BE CONSTRUCTED IN PLACE IN ACCORDANCE WITH AS REQUIRED. CONSTRUCTION NOTES AND DETAILS PROVIDED BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY, STORMWATER MANAGEMENT MANUAL FOR WESTERN 5. CONSTRUCT SURFACE WATER CONTROLS SIMULTANEOUSLY WITH PAVEMENT DEMOLITION FOR PROJECT SITE. WASHINGTON, VOLUME II, FIGURE 4.1.2 AND BMP C106; OR BE OF A TEMPORARY 6. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH THE SWPPP PREPARED FOR THE SITE AND BOEING (PORTABLE) PROPRIETARY DESIGN. STORMWATER INDUSTRIAL PERMIT. 2. USE A LOW CLEARANCE TRUCK TO TEXT THE WHEEL WASH BEFORE COMPLETING 7. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION FINAL INSTALLATION. USE EITHER A BELLY DUMP OR LOWBOY TO TEST CLEARANCE. AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 3. WATER LEVEL SHALL BE MAINTAINED FROM 12 TO 14 INCHES DEEP TO AVOID DAMAGE TO TRUCK HUBS AND FILLING THE TRUCK TONGUES WITH WATER. 8. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS 4. MIDPOINT SPRAY NOZZLES ARE ONLY NECESSARY IN EXTREMELY MUDDY CONDITIONS. DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 5. SYSTEM SHALL BE DESIGNED TO ALLOW SEDIMENT TO FLOW TO THE LOW SIDE OF 9. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. THE UNIT TO AVOID RE -SUSPENSION. A DRAIN PIPE WITH A RISER SHOULD BE INSTALLED TO ALLOW FOR EASY CLEANING AND REFILLING. POLYMERS MAY BE USED TO PROMOTE COAGULATION AND FLOCCULATION IN A CLOSED -LOOP SYSTEM. POLYCRYMIDETE OF STOCKPILED TOPSOIL NOTES 0.25 AO 50�POUNDS WHEEL ED T11,0 OE GALLONS OFHWATER SAT AASEFFECTIVE WATERN D EDUCES CLEANUP TIME. 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN 6. THE WHEEL WASH SHALL BE EMPTIED EACH DAY AND FILLED WITH FRESH WATER AT OCTOBER 1 AND APRIL 30. THE BEGINNING OF EACH SHIFT. ALL WASH WATER SHALL BE DISCHARGED TO SANITARY SEWER; TREATED AND DISCHARGED IN ACCORDANCE WITH APPLICABLE 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCKPILES MUST BE PREVENTED. PERMITS; OR HAULED OFFSITE. 3. TOPSOIL SHALL NOT BE PLACED WHILE IN FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY 7. THE WASH WATER SHOULD BE CHANGED A MINIMUM OF ONCE PER DAY. WHEN WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED MORE THAN 10-20 TRUCKS PER HOUR ARE EXPECTED, THE WASH WATER WILL SODDING OR SEEDING. NEED TO BE CHANGED MORE OFTEN. 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE 8. WHEEL WASH WATER MUST BE APPROVED BY BOEING ENVIRONMENTAL ENGINEER APPROVED PLAN. PRIOR TO DISCHARGE. S-396539 PERMIT SET July 15, 2019 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY zMS 07.15.19 TESC NOTES W19111354 - 07.15.19 - REPLACE 04-042 SEWAGE LIFT STATION W19111354 ABAM 07.15.19 ❑dAs THIS DESIGN AND/OR CHECKED 4 �c.°� E�i� SPECIFICATION IS APPROVED DRS 07.15.19 SHEET ENGINEER TITLE � APPROVED BY DEPT. DATE ZMS 07.15.19 REPLACE 04-042 SEWAGE LIFT STATION C2-6B C2 CHECKED APPROVED BUILDING 04-042 JOB N0. COMP N0. ��r15TER�4 tia� W1911 1354 AL. APPROVED DWG N0. 1jr CIVIL MASTER RENTON, WA RTN-YD-C2-6B NN co Nt O c) 1 � r I U Uo) r O 0 O I r 0 rel cW PBO O n 0 n 1 rnrKln X 6' TEMPORARY CHAINLINK CONSTRUCTION FENCE CONSTRUCTION LIMITS COMPOST DIKE 0aILIIwMilIM\FA'IIK�1 1. SHOULD CONTAMINATED SOILS BE DISCOVERED ON THE SITE, CONTRACTOR SHALL CONTACT BOEING CONSTRUCTION MANAGER AT TIME OF DISCOVERY FOR CONTAMINATED SOIL HANDLING AND DISPOSITION. 2. PROVIDE SECURED TEMPORARY CONSTRUCTION FENCING AT PROJECT PERIMETER (6' CHAINLINK) AS SHOWN AND/OR REQUIRED BY THE BOEING CONSTRUCTION MANAGER. 3. PROVIDE SITE TRAFFIC PLAN TO BOEING CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION START FOR REVIEW AND APPROVAL. PEDESTRIAN AND VEHICULAR ACCESS SHALL BE COORDINATED AND MAINTAINED THROUGHOUT CONSTRUCTION. ,CONSTRUCTION NOTES CATCH BASIN INLET PROTECTION C513C-1C SECURED CONSTRUCTION FENCING CONSTRUCTION LIMITS COMPOST SOCK DIKE 1' OFFSET FROM ® TEMPORARY CONSTRUCTION FENCING, 46 LF C513C-1 C TEMPORARY TRAFFIC BARRIER A B C D E F G H N 20' 10' 0 20' 40' SCALE IN FEET SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY zMS DRAWN DATF 07.15.1g SUBTITLE CURRENT REVISION SYMBOL DATE REPLACE 04-042 SEWAGE LIFT STATION W19111354 ABAM 07.15.19� RSETHIS DESIGN AND/OR CHECKED 07.15.19 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN W19111354 - 07.15.19 4 ° SPECIFICATION IS APPROVED DRS SHEET BO ZAV" ® �� ENGINEER TITLE � APPROVED BY DEPT. DATE ZMS 07.15.19 REPLACE 04-042 SEWAGE LIFT STATION C2-6C �� CHECKED APPROVED BUILDING 04-042 JOB N0. COMP N0. ��r15TER�4 tia`�'- W1911 1354 APPROVED CIVIL MASTER RENTON, WA DWG N0. RTN-YD-C2-6C N M C� 0 c) r 1 U L J r O c) O I r J T� V , M O O O I r rr 00 N 0 N 75 C O C O C O O C m >, m U) J 1 C/�CI1F1 REMOVE OR ABANDON STRUCTURE REMOVE OR ABANDON UTILITY CONSTRUCTION LIMITS ll11l1:1,al ���W 1. POTHOLE AND VERIFY LOCATION AND ELEVATION OF ALL UTILITIES AT POINT OF CONNECTION PRIOR TO COMMENCING WORK. NOTIFY ENGINEER AND BOEING CONSTRUCTION MANAGER OF ANY DISCREPANCIES. 2. REPLACE OR RESURFACE ALL EXISTING PAVEMENT WITHIN THE PROJECT LIMITS SHOWN. AT A MINIMUM, GRIND AND OVERLAY THE ENTIRE AREA WITH 2° DEPTH HMA PAVEMENT. WHERE TRENCHING OR EXCAVATION OCCURED, REPLACE HMA PAVEMENT BY MATCHING EXISTING PAVEMENT THICKNESS. SEE DETAILS. 3. FOR PIPE SECTIONS ABANDONED AND LEFT IN PLACE, PLUG THE PIPE WITH COMMERCIAL CONCRETE FOR A DISTANCE OF 2x PIPE DIAMETER. 4. SEE POTHOLING INFORMATION FOR EXISTING PAVEMENT THICKNESS, UNDERLYING CONCRETE PAVEMENT, AND UTILITY DESCRIPTIONS. �I CONSTRUCTION NOTES REMOVE AND DISPOSE OF EXISTING WET WELL PUMPS. REMOVE CONCRETE PAD AND APPURTENANCES. BREAK UP BASE OF WET WELL AND FILL WITH CRUSHED AGGREGATE BASE COURSE. COMPACT IN 12" LIFTS. REMOVE AND DISPOSE OF EXISTING VALVES. REMOVE VAULT TOP, BREAK UP BASE, AND FILL WITH CRUSHED AGGREGATE BASE COURSE. COMPACT IN 12" LIFTS. CUT AND REMOVE EXISTING 4" Cl FORCE MAIN, 30 LFt ® CUT AND REMOVE EXISTING 4" Cl FORCE MAIN, 10 LFt CUT AND REMOVE EXISTING 6" GRAVITY MAIN, 10 LFf TOTAL © LIMITS OF GRIND AND OVERLAY AREA, 1,145 SF REMOVE DOOR 23, SEE STRUCTURAL SHEET 04-042-1S61 I r\ -1 A A I 20' 10' 0 20' 40' SCALE IN FEET SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE ACCEPTABILITY ZMS 07.15.19 fps R. �' W1911 1354 — 07.15.19 REPLACE 04-042 SEWAGE LIFT STATION W19111354 ABAM 07.15.19 q o� WA THIS DESIGN AND/OR CHECKED SITE REMOVAL PLAN.y DRS 07.15.19 SHEET SPECIFICATION IS APPROVED ENGINEER TITLE BOE//V" ® ox APPROVED BY DEPT. DATE ZMS 07.15.19 REPLACE 04-042 SEWAGE LIFT STATION 3C-R �� CHECKED Cl 81 APPROVED W 1911 1354 BUILDING 04-042 JOB NO. COMP NO. g'vAL APPROVED CIVIL MASTER RENTON, WA DWG NO. RTN-YD-Cl3C-R V J O C) O f"r r n N rn 0 N r- cm O 0 0 co 00 70 a� co I � ca J v v v v v v v v - CB - - - - o- - - - - - - - - - - - - - LEGEND 19.7 ` \� c; FM FORCE MAIN PIPE CO conc \ a p N SAN GRAVITY SEWER PIPE 0 - I �o N, N Ln 0 N - - - CONSTRUCTION LIMITS o� 1 O I CO o c ; 4 No. 566 1 E, ROWS-018 GENERAL NOTES 1 0 o. 563 N \ DMH-6X6' O FW N 6, RI 5-109.4 6 -2W cn \ 13BB p WV WV 12 REPLACEMENT PUMP STATION 4-42 A - y n W 15.1 g can SEC 14 C513C 1 B Z BO 12.2 '<s 94 C nc\ ° 9 I tun) A v -, \ ° 8"D� i 2� 4" DIAMETER FORCE MAIN `J' N cn Z No. 561 �!', CW „ IRE SEC 14 PgpND C513C-1 A SDMH-G \ RIM 19.5 G' MW-108C� �- 3� 6" DIAMETER SANITARY SEWER No. 560 \ i 8'VERT PIPE cz� RIM=19.26 F / TOP 15.0 TW=18.98� SDMH-4X4' EXISTING 2"+ WL 15.3 r PIV SV138 RIM 19.1 RIGID CONDUIT BOT 12.5 3, » - P RE 4" DIAMETER FORCE MAIN CONNECTION TO PUMP 140INV S 12.2 EMCS �' fit ` W�gp CW V�Y�NG 2,� 12STATION 4-42 n ® PIV S� INV E 12.2 G INV N 12.2 TRANSMISSION c S1S INV NE 17. �., �N rs $'cl - C513C-1 C \ F .J �? \ oc-' C PND DI C� PIV ti IN 7.0 gS5 \ (5) NBNW BOT 12.2 "�C 18 � F � 5. SEE SHEET C153C FOR MORE DETAILED GENERAL NOTES. 00 N � S3S 24 s\ SEC CW \ TS No. 64 STS �, Si 15 cn�m°D= �s CB -II 6. SEE SHEET C513C-1A FOR PIPELINE PROFILES. \ 1 4 D � cn STSp 8 MCS o� 3.8KV 2SZS �n y RIM 1 .3 7. SEE SHEET C223C FOR PAVEMENTS AND STRIPING. \ P INV N 5.8 SEC 1 C 1 No. 565 INV NE 15.7 1 SDMH INV S 1 .8 1 N N -STS S W N �T \\ RIM 1NV N 9.4 BOT N13.1 5 J N S S 24'DI FH �'' (TYP•) INV S 13.9 \ INV S 13.9 1 1 H16 \ BOT13.7 z ° 1 PIV 12"W FIRE NG No. 568E T (8) 1 \ SEC 4A FW CON�V� UGC 510 TOP 19.4 \Sw 2„ a� �- 2"SAN INV E85 WV S C 24 IN\.DQP` 1295 y 2 SIDE SEWER SE 25 WL 15.30 PRD NNN C v SS BOT 10.60 PIV c') \ 1 00 \ �` RD cf' rr: o+ 9 xH2 co � ' �" �, CONSTRUCTION NOTES PIV P8 F SPN C 1. SEE SHEET C153C FOR MORE DETAILED �1 $ NDS CONSTRUCTION NOTES. N tl1 �n FW pRD s ar co Dense N �► 'DOOR 2 PRD ppOR 79 i-n CB 144 \ TYPE -8 pOR Brush E 54'EN 7.3 r N DHA 2649-351 N IE 54"OUT 7.73 N N� MAG NAIL/ WASHE \ a N 185112.725' KEY PLAN J G \ \ E 1299072.201 DO R 3 Zn N SCALE : NONE \ o cn EL \ 18.89' o N 1 cn v SV23 C10 IV F A B C D E F G H J K L O \ o \ Z AAp 1 cA N, SAS C 11 \ -41 rn, pRD v C12 C13 0 -141 r N PgPN C14SIS //j. - CO RD C15 I N N1= N 16 T� WVC 1�- -8r. SEC 1S y o C17 z v u' p\SCHPRC% '9 P � SAN PUMP C18 6 \ 1 Z 2 SPN o� ���' STATION PRD C19 0 NZ" o C20 o N Nco N Z o SV24 C21 C22 \1 T / \ z N C23 0 % �, 3 PIV ,n LA D C24 7 C25 C26 U-Ao C27 Z r' co Z cn DOOR 6 \ �, v► �, Q 4 a o a c30 METRO Z a N } \ DOOR CO 4 \ RD S. MH R01-42 `' RIM In 3 \3, I g"o o SV125 N FL 13.71 = \ DR 5 gs� N SV25 1 \ N DD 20 10 0 20 40 PIV SCALE IN FEET PIV w z�Ln S-396539 1 -n FH PRD a a a No \ � H17 � � N A S N B � a PERMIT SET July 15, 2019 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE ACCEPTABILITY WRF 07.15.19 R. �'� THIS DESIGN AND/OR CHECKED SITE UTILITIES PLAN W19111354 07.15.19 ADDED SPOT ELEVATIONS MLM DAH 02/10/97 UPDATE OUTFALL INTERCEPTOR MAPPING - KCM, INC. JLF JWL 08/30/99 D o� WAs�i 07.15.19 SHEET SPECIFICATION IS APPROVED ENGINEER TITLE ADDED CONSTRUCTION BASELINE MLM DAH 02/10/97 UPDATED U/G UTILITY MAPPING -DHA, INC. AMG DAH 10/07/99 ® E~ v px APPROVED BY DEPT. DATE 07.15.19 REPLACE 04-042 SEWAGE LIFT STATION G UPDATED U/G UTILITY MAPPING - DHA, INC. JGC DAH 12/31 /97 B SUBSTATION V45A & V45B INSTALLATION W1808396 SITTS BILK CHECKED C1 3C J A VALVE NO. UPDATE HGI/DED 08/05/98 C REPLACE 04-042 SEWAGE LIFT STATION W19111354 ABAM 07.15.19 ��r1Rti APPROVED BUILDING 04'042 JOB N0 W1911 1354 COMP No. ADDED EMCS UNDERGROUND UTILITIES - DHA, INC. GRB MJM 11/03/98 oaL �Sf1 APPROVED CIVIL MASTER RENTON, WA DWG No. RTN-YD-Cl3C ul' r O C) O �\I 1 � r j Lo Cfl M W H 7 M N rn N P- T cu 0 c 0 c 0 co 0o 70 a� co cu —i DOOR 24 N N LEGEND 1 FM FORCE MAIN PIPE \ _sAly GRAVITY SEWER PIPE N AC PAVEMENT N NTA STRIPING 1 1 1 — — — — CONSTRUCTION LIMITS 5 GENERAL NOTES T N 1 Z \ 1 \ 1. SEE POTHOLING INFORMATION WITH REGARD TO EXIST CONCRETE 1 Sys � PAVEMENT UNDER THE AC SURFACE, AS WELL AS PAVEMENT THICKNESS. 1 2. WHERE STRUCTURES HAVE BEEN REMOVED, SAWCUT 12" BEYOND EXCAVATED AREA, FILL VOIDS AND BRING TO FINISH GRADE WITH CRUSHED N N AGGREGATE BASE COURSE. COMPACT IN 12" LIFTS. - u' 1 3. ENSURE POSITIVE DRAINAGE IN ALL LOCATIONS. MATCH EXISTING GRADES. N� 1 N �o � S�ti 4 4" WIDE WHITE PAVEMENT STRIPING 124 11 • 5 AFTER TRENCHING OF UTILITIES, REMOVAL OF STRUCTURES, INSTALLATION OF v►-; STRUCTURES, CURB, AND PROPER BACKFILL/COMPACTION, SAWCUT ALL S TA DISTURBED PAVEMENT EDGES IN A SQUARE OR ANGULAR FASHION, THEN 1 N 5 GRIND ALL SURFACE PAVEMENTS WITHIN THE LIMITS SHOWN TO A DEPTH OF n a:;�: �Y'--.-:;; ,"'u '• ' =:: •:::_�:�: - 2 . PAVE ALL INLAY AREAS UP TO THE GRINDED FINISH SURFACE AT A ...n.:....::.:.•,:..v:r:: MA MAXIMUM OF 2 5 LIFTS PROVIDE CONTINUOUS FINAL 2 DEPTH H N SURFACING FOR THE ENTIRE AREA. SEE PAVEMENT DETAIL: Z N - D r - N - :N' _ — N - - - C513C 1D , N N - s r N N - `;g;. tl1 1 - - T 1 - x N - 4 { 1 - :h Z N - r - - tA :5 to 1 _ r x - - 1 - :a. .va .:r N F' 4 n. t.- -w t i to - yN.4 r •cn _ d tT O - v' N nT'--vn 1 - N tV , N `s ty`. ti; 1-4 ..F-' 4 ~tip •.z. : •J< 1*+i Z i.' r �s N N - r - N - 1 \4 L Z - 14ti U1 N + a v- �i _ -i.+ti �-n ah i r N 1 - i�•f` a \ llT a`. 0 r _ N 1 r �z - j n<' 4 :4 =2 ,a to • a PIVS N =: to - - - N x^t - -- a , 1 N1 N N \ 1 N 1 U' 1 1 1 N \ N 1 N 1 \ N S-396539 , 52.5' 0 \ 2.5' 5' 1 IV PERMIT SET to N N 1\ SCALE: 1 "_ ' � July 15, 2019 1 1 n 1 SYM I REVISION I BY APPROVED DATE SYM REPLACE 04-042 SEWAGE LIFT STATION W19111354 1 ABAM 07.15.19 REVISION BY I APPROVED DATE AP—ZZIAM! SR a� 0V W A ��SPECIFICATION o� �x ACCEPTABILITY THIS DESIGN AND/OR IS APPROVED DRAWN ZMS DATE 07.15.19 SUBTITLE CHECKED DRS 07.15.19 ENGINEER ZMS 07.15.19 TITLE APPROVED BY DEPT. DATE APPROVED APPROVED CIVIL MASTER rsll: PAVING AND STRIPING PLAN REPLACE 04-042 SEWAGE LIFT STATION BUILDING 04-042 CURRENT REVISION ISYMBOL DATE W19111354 1 1 07.15.19 C223C JOB NO. W19111354 C6 COMP NO. N C'7 C) O r 1 U U"*) r--� r C) O C) Q J T� VMM♦ L"J O O O 0 RENTON, WA I DWG NO. RTN—YD—C223C M LU ril a� DOOR 24 04 LEGEND t1� 1 FM FORCE MAIN PIPE \ = SAN GRAVITY SEWER PIPE N N N 1 � N 1 1 � 1 N N O 5A5 T to \ � � 5 GENERAL NOTES REPLACEMENT PUMP STATION 4-42 PER C513C- 1 B N N 3 2� 55 LF TEMPORARY TRAFFIC BARRIER 30 LF 4" DIAMETER CL 52 DI FORCE MAIN, 1 NN CONNECT TO MANHOLE WITH INSIDE DROP ter\ 4 20 LF 6" DIAMETER CL 52 DI SANITARY SEWER � z s�ti 1 13 LF 4" DIAMETER CL 52 DI FORCE MAIN SEWER, SEE PROFILE SHEET C513C-1A u' \ \ NNs�ti � � 1 © PAVING/WORK AREA LIMITS � SIN N � CONSTRUCTION NOTES r v' 1 U" ti 1. EXISTING UTILITY ELEVATIONS ARE ASSUMED AND/OR A INTERPOLATED BASED UPON AS -BUILT RECORDS, SURVEY, AND POTHOLING INFORMATION. CONTRACTOR SHALL POTHOLE AND sqN VERIFY PRIOR TO CONSTRUCTION. NOTIFY THE BOEING CONSTRUCTION MANAGER IF A DISCREPANCY EXISTS. N N N N 3 2. REFERENCE THE ELECTRICAL DRAWINGS FOR CONDUITS, POWER, ~n 1 0 COMM, AND CONTROL PANEL. 3. REFERENCE THE STRUCTURAL DRAWINGS FOR SHORING 1 E 2 4. INSTALL THRUST BLOCK RESTRAINTS AT BENDS PER DETAIL C513C-1 D 8 U ) \ 1' X N 1 A WET WELL CENTER N 185036.83 11 E 1299084.46 N `J ' 2� CONNECT NEW 4"0 TEMP FORCEMAIN TO NEW BUILDING FORCEMAIN N 185034.89 cn \ \ SEE ELECTRICAL PLANS E 1299110.29 N \ FOR ELECTRICAL AND COMMUNICATION CONNECT NEW 4"0 FORCEMAIN TO NEW BUILDING FORCEMAIN `� N 185044.38 E 1299113.45 U1 N v► 2• x`��\ N 4 ® CONNECT NEW 6"0 GRAVITY SEWER TO EXISTING 6"0 GRAVITY SEWER WITH 11.25 BEND (N 185035.78, E 1299108.28) W SEE STRUCTURAL PLANS N 185050.11 \ N FOR SHORING E 1299105.07 INFORMATION n CONNECT NEW 4"0 FORCE MAIN TO EXISTING 4"0 FORCE MAIN WITH 2 N a RESTRAINED TRANSITION COUPLING N 185055.29 ( n N 1 � E 1299098.54 v \ n \ 9 © CONNECT NEW 4"0 TEMP FORCE MAIN TO EXISTING 4"0 FORCE MAIN \ WITH RESTRAINED TRANSITION COUPLING N 1 185007.98 u�. 6 E 12991199116.22 � N � N � \ � � � 11.25 BEND N 185035.78 \ N E 1299108.28 1 ® 45 BEND 4 N 185035.53 O 1 g W E 1299116.06 to - NdS N � \ � 1 45 BEND 7 N 185012.99 E 1299119.34 J a 45 BEND N 185011.45 5 1 E 1299110.53 in 45 BEND 1 A 1\ 1 N 185032.20 LA 6 \ E 1299114.34 1 � N r 1 N 1 T � N 1 1 N N � S-396539 1 � 5' 2.5' 0 \ 2.5' 5' � 1 N N PERMIT SET N N SCALE: 1 "=5' July 15, 2019 1 \ 1 \ n 1 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE ACCEPTABILITY zMS 07.15.19 REPLACE 04-042 SEWAGE LIFT STATION W19111354 ABAM 07.15.19� 07.15.19 R�'r THIS DESIGN AND/OR CHECKED GRADING & UTILITY DETAIL PLAN W19111354 - 07.15.19 4 �c.° V SPECIFICATION IS APPROVED DRS SHEET ENGINEER TITLE APPROVED BY DEPT. DATE zMS 07.15.19 REPLACE 04-042 SEWAGE LIFT STATION C 153C 1 CHECKED APPROVED BUILDING 04-042 JOB NO. COMP NO. ��c1Rti° W1911 1354 QVAL. �APPROVED DWG N0. CIVIL MASTER RENTON, WA RTN-YD-C153C O N 0 L L 0 L) U L) U cz >, CD m cn cz J 30 25 20 15 w 5 EXIST 8" STS (NFL) 4" FORCEMA N TO BE ABAN EXIT ONED EX ST GRADE PRIOR TO INSTALUTION EXIST 4"�FM EXIST 4" 24 LF 4" DIP FM 0 11 LF 4" DIP FM DIP FM O STA 1 +40. 6 COUPLING CONNECTION 4" 45' MJx 4" MJxMJ IE 15.94t NOTE: TO EXIST 4" E HORIZ BEND CUTTING IN SLEEVE FORCEMAIN STA 1400 CONNECT 4" IP IE 16.11 TO EXIST M W/ TRANSITION t ELEVATION TO FIELD E AND LOCATION OF FY EXISTING F RCEMAIN PRIOR TO STA 10 CONSTRUCT ON ACTIVIITES 25.95 CONNECT L TO 8'0 WETWE RIM 19.30 IE 16.50 4 IN, N IE 13.99 6" (IN, NE) IE 16.5 4" (IN, E) IE 15.9 4" (OUT, S) 1+00 1+10 1 +20 1+30 PROFILE PROPOSED WETWELL SCALE: 1 "=5'(HORIZ), 1 "=5'(VERT) NOTE: 1. CONTRACTOR SHALL POTHOLE AND VERIFY LOCATIONS AND DEPTHS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. NOTIFY BOEING CONSTRUCTION MANAGER IF DISCREPANCY EXISTS. 2. PROVIDE MINIMUM OF 6" CLEARANCE AT ALL UTILITY CROSSINGS, TYP. 30 25 20 15 T 9 E S-396539 PERMIT SET July 15, 2019 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE S R. ACCEPTABILITY ZMS 07.15.19 W19111354 — 07.15.19 - REPLACE 04-042 SEWAGE LIFT STATION W19111354 ABAM 07.15.19 WA THIS THIS DESIGN AND/OR CHECKED CIVIL SECTIONS AND DETAILS SPECIFICATION IS APPROVED DNGINEER 07.15.19 SHEET oTITLE x APPROVED BY DEPT. DATE ZMS 07.15.19 REPLACE 04-042 SEWAGE LIFT STATION C513C-1A C Q V CHECKED g= APPROVED W 1911 1354 BUILDING 04-042 JOB NO. COMP NO. CNAL APPROVED DWG NO. CIVIL MASTER RENTON, WA RTN-YD-0513C-1A N co O O I r I U VT, V , co c) O C) I I� r rr n rel TREMI MR PUMP STATION SCALE: N /A ELEVATION C13C DETAIL SHOWN IS ILLUSTRATIVE, AND FINAL ARRANGEMENT TO BE VERIFIED BY PUMP MANUFACTURER PRIOR TO INSTALLATION. all 1-3/8" 0 HOLES (2) 2" STAINLESS STEEL PIPES UPPER GUIDE RAIL BRACKETS TO BE INSTALLED ON FACE OF CONCRETE LID ACCESS OPENI� 1 /2" 1 /4" THICK STEEL UPPER GUIDE RAIL BRACKET PROVIDED BY PUMP MANUFACTURER NOTE: GUIDE RAIL SYSTEM SHALL BE A NON —SPARKING GUIDERAIL SYSTEM CONSISTING OF STAINLESS STEEL GUIDE RAILS, CAST BRONZE PUMP GUIDE BRACKET, CAST DUCTILE IRON DISCHARGE ELBOW WITH MOUNTING FEET AND CLASS 125 FLANGES, 316 STAINLESS STEEL UPPER GUIDE RAIL MOUNTING BRACKET, AND 316 STAINLESS STEEL INTERMEDIATE STIFFENER BRACKET EVERY 10 FEET. GUIDE RAIL BRACKET SCALE: N/A C513C-1B TOP OF CONCRETE SLOPE ALONG WALL OF WET WELL 24" OF WET WELL NOTE: PROVIDE 24" WIDE BENCH WITHIN CONCRETE SIDE SLOPE FOR TRANSDUCER SENSOR. LOCATE BENCH 6" ABOVE WET WELL FLOOR. TRANSDUCER SCALE: N /A PLACEMENT GENERAL NOTES SUBMERSIBLE CHOPPER PUMP; DESIGN DUTY POINT = 250 GPM AT 33 FEET TDH; 7.5 HP MOTOR, 1750 RPM; VAUGHAN MODEL SE3L-076 PROVIDE MINIMUM 6 FEET EXTRA PUMP CORD LENGTH 2� GUIDE RAIL ADAPTOR BRACKET (PROVIDED BY PUMP MANUFACATURER) 3� GUIDE RAILS AND UPPER BRACKET, BRACKET TO BE PROVIDED BY PUMP MANUFACTURER, SEE DETAIL B THIS SHEET ® 8-FOOT DIAMETER (INSIDE DIMENSION) PRE -CAST CONCRETE WETWELL, WITH CUTTING SHOE. 30"x60" DOUBLE -LEAF ALUMINUM ACCESS HATCH, H-20 RATED, WITH LIFT ASSIST, SAFETY GRATE © 6" DIAMETER GRAVITY SEWER INLET 7� 4" FORCEMAIN SEWER INLET ® 24"0 CAST IRON FRAME AND LID 3" CLASS 52 DUCTILE IRON PIPE FLxFL SPOOL 10 4" CLASS 52 DUCTILE IRON PIPE 11 3"X4" FLxFL 90-DEGREE DI REDUCING ELBOW 12 NOT USED 13 4" RESTRAINED FLEXIBLE PIPE COUPLING 14 4" CHECK VALVE (FLxFL), RED VALVE SERIES 39 15 4" RESILIENT GATE VALVE (MJ), W/ VALVE BOX 16 4" RESTRAINED FLANGE COUPLING ADAPTER 17 4" MJ 45-DEGREE DI BEND 18 4" MJ 45-DEGREE DI BEND 1 g 4"x4"x4" DI WYE 20 NOT USED 21 LINK -SEALS AT PIPE PENETRATIONS OVER 2-INCH NOMINAL PIPE SIZE. GROUT SEAL PENETRATIONS 2-INCHES AND SMALLER 22 NOT USED 23 INTERMEDIATE STIFFENER BRACKET, PROVIDED BY VAUGHAN (TYP OF 2) 24 SUBMERSIBLE LEVEL CONTROL TRANSDUCER, SIEMENS A1000i (0 TO 10 FEET PRESSURE RANGE) ATTACHED 1 "0 STAINLESS STEEL PIPE WITH LOOP ATTACHED TO PIPE AND STAINLESS STEEL CHAIN FOR TRANSDUCER REMOVAL. ATTACH CHAIN TO ANGLE BRACKET AT OPENING. TRANSDUCER SHALL HAVE CONTINUOUS CABLE FROM SENSOR TO CONTROL PANEL IN DEDICATED CONDUIT WITH LOOPED SLACK AT TOP OF WETWELL FOR EASE OF SENSOR REMOVAL (MIN 1' EXTRA FOR SLACK) C513C-1 B 25 LADDER, INSTALLED TO ABOVE 8" GRAVITY SEWER PIPE 26 FLOAT SWITCHES SET FOR BACK-UP SIGNAL HIGH LEVEL ALARM AND FOR LEAD PUMP ON, LAG PUMP ON, AND PUMPS OFF (3 TOTAL) 1 V • \\_ // QTJI I LL]L - W W V V W W- Y{r „ CL WET WELL 7 I \ 27 8 0 DI GRAVITY SEWER PIPE � I I 1 —Opp 1 19 28 4" PVC D3034 VENT PIPE, SEE CL PUMP_ _ _ _ �_ C513C— 1 C 10 29 PIPE SUPPORT BRACE 13 17 CONSTRUCTON NOTES 30 STAINLESS STEEL LIFTING CHAIN, PER PUMP 25 _ 1------� � 24 14 10 10 1. REFER TO CIVIL GENERAL NOTES ON SHEET C2-6A FOR 31 CONCRETE WETWELL BASE, DESIGNED AS A CUTTING SHOE BASE 12 16 ALTERNATE EXCAVATION AND INSTALLATION METHODS. 4 32 SLOPED CONCRETE WETWELL BOTTOM \ 11 15 2. REFERENCE THE GEOTECHNICAL REPORT FOR HIGH GROUNDWATER \ CONDITIONS AND SOIL CHARACTERISTICS. 6 @ 12" E.W., T & B. EPDXY GROUT TO WETWELL 33 i� 3. MATCH EXISTING PAVEMENT THICKNESS. COUNTER —BUOYANCY BASE (MAY BE ROUND OR SQUARE), REQUIRES MINIMUM 8"0 LIP S 3 9 6 5 3 9 OUTSIDE WET WELL WALLS PUMP STATION PLAN SCALE: N/A C513C-1B PERMIT SET July 15, 2019 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE - REPLACE 04-042 SEWAGE LIFT STATION W19111354 ABAM 07.15.19 � P. ACCEPTABILITY zMS 07.15.19 Sjj? THIS DESIGN AND/OR CHECKED PUMP STATION PLAN & ELEVATION W19111354 — 07.15.19 4 c•° SPECIFICATION IS APPROVED DRS 07.15.19 SHEET ENGINEER TITLE � APPROVED BY DEPT. DATE ZMS 07.15.19 REPLACE 04-042 SEWAGE LIFT STATION C513C-1 B C9 CHECKED e� APPROVED BUILDING 04-042 JOB NO. W1911 1354 COMP NO. ��r15TER�4 tia`'- C VAL. , APPROVED DWG NO. im js1l-. CIVIL MASTER RENTON, WA RTN—YD—0513C-1 B NN `' J CD T CU L0 0 N 75 O O W 0 m >, m Cn J CUT NEAT HOLE (TYP.) MANHOLE WALL III�1 .„ • I'a ' • 90 DEGREE ELBOW J4 � PRESSURE MAIN •, SECURE ASSEMBLY TO MANHOLE WALL AND BENCH (FOR EXISTING MANHOLE) WITH MIN. 1-1/2", 16 GA SSTL STRAPS VERTICAL DROP AT EACH JOINT SECTION, USING 1/4" x 4" SSTL EXPANSION ANCHORS. IN NEW MANHOLE, SECURE ASSEMBLY TO BENCH WITH MIN. 1-1/2", 16 GA SSTL 90 DEGREE ELLS STRAPS AT EACH JOINT SECTION, USING 1/4" x 4" SSTL EXPANSION ANCHORS OR BY INSTALLING STRAPS INTO CONCRETE WHEN FORMING BENCH. NOTES: EXTEND ASSEMBLY DISCHARGE PIPE TO OUTLET OF MANHOLE. INSTALL SO THAT THE SPRINGLINE OF THE PRESSURE MAIN OUTLET IS NO LOWER THAN THE SPRINGLINE OF THE MANHOLE OUTLET. 1. ALL PIPES AND JOINTS SHALL BE CONSTRUCTED OF MATERIALS APPROVED FOR FORCE MAIN CONSTRUCTION. ALL JOINTS, PIPES AND ANCHORS SHALL BE DESIGNED FOR THE PRESSURES AND FORCES GENERATED BY THE FORCE MAIN FLOW. FORCE MAN TO MANHOLE SCALE: N/A C RAIN CAP EXISTING BUI COUPLING FOR DISSIMILAR PIPE MATERIAL, JCM201-6 OR APPROVED EQUAL NOTES: 1. CONTRACTOR TO VERIFY BUILDING HEIGHT. J PIPES ON ITS FACE. \VOID GUTTER AND JT OF BUILDING. SHALL BE LOCATED T 10' INTERVALS ON 4" STEEL 14" PVC L VENT 9VE ND ING 4" PVC D3034 VENT PIPE FROM WET WELL VENT STACK DETAIL SCALE: NTS C513C-1 B DRAINAGE GRATE 5" GRATE FRAME MAX. TRIM ADAPTER SKIRT CB DRAINAGE GRATE SEDIMENT OVERFLOW BYPASS (RECTANGLE GRATE SHOWN) AND DEBRIS BELOW INLET GRATE RETRIEVAL STRAP DEVICE c SYSTEM (TYP.) FILTERED WATER NON —WOVEN GEOTEXTILE FABRIC PER WSDOT STD SPEC CB INSERT, 9-33.2(1), TABLE 5, CLASS C, SEE NOTE 1 OVERFLOW (TO MEETING ASTM D4491 BYPASS PEAK FLOWS) ° a SEDIMENT BELOW INLET ACCUMULATION GRATE DEVICE SECTION CB INLET PROTECTION NOTES: 1. FILTERS SHALL BE REMOVED AND CLEANED OR REPLACED AFTER EACH STORM EVENT. 2. INSTALLATION: REMOVE THE GRATE FROM CATCH BASIN. IF USING OPTIONAL OIL ABSORBENTS, PLACE ABSORBENT PILLOW IN UNIT. STAND THE GRATE ON END. MOVE THE TOP LIFTING STRAPS OUT OF THE WAY AND PLACE THE GRATE INTO THE DANDY BAG II SO THAT THE GRATE IS BELOW THE TOP STRAPS AND ABOVE THE LOWER STRAPS. HOLDING THE LIFTING DEVICES, INSERT THE GRATE INTO THE INLET. 3. MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT AFTER EACH STORM EVENT. AFTER EACH STORM EVENT AND AT REGULAR INTERVALS, LOOK INTO THE DANDY BAG II. IF THE CONTAINMENT AREA IS MORE THAN 1/3 FULL OF SEDIMENT, THE UNIT MUST BE EMPTIED. TO EMPTY UNIT, LIFT THE UNIT OUT OF THE INLET USING THE LIFTING STRAPS AND REMOVE THE GRATE. IF USING OPTIONAL OIL ABSORBENTS, REPLACE ABSORBENT WHEN NEAR SATURATION. 4. PROVIDE INLET PROTECTION ON ALL EXISTING AND PROPOSED CATCH BASINS THAT WILL RECEIVE RUNOFF FROM THE SITE. 5. REMOVE FILTERS AT END OF PROJECT AFTER STORM LINES HAVE BEEN CLEANED AND APPROVED BY THE BOEING CONSTRUCTION MANAGER. CATCH BAS I N INLET PROTECTION SCALE: N /A C2-6C 2" x 2" x 24" UNTREATED WOODEN STAKE COMPOST SOCK — SEE NOTE 1 z ih EROSION CONTROL BLANKET — SEE NOTE 4 z COMPOST SOCK DETAIL NOTES 1. Compost Sock shall be in accordance with Standard Specification 9-14.5(6). 2. Securely knot each end of Compost Sock. Overlap adjacent Compost Sock ends 12" behind one another and securley tie together. 3. Compost to be dispersed on site as determined by the Engineer, when vegetation covers the surface. 4 If Erosion Control Blanket is specified, place Compost Sock on top of blanket. See Standard Plan 1-60.10. 5 Install Compost Sock perpendicular to flow along contours. 6 Remove sediment from the up slope side of the Compost Sock when accumulation has reached 1/2 of the effective height of the Compost Sock. Perform maintenance in accordance with Standard Specification 7 8-01.3(15). 8. Refer to Standard Specification 8-01.3(16) for removal. 8" DIAMETER COMPOST SOCK SPACING TABLE SLOPE MAXIMUM SPACING 1H:1V 10'-0" 2H:1V 20'-0" 3H : 1 V 30' - 0" 4H : 1 V 40' - 0" COMPOST SOCK SCALE: N/A D ETAI L C2-6C S-396539 PERMIT SET July 15, 2019 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE ACCEPTABILITY zMS 07.15.19 REPLACE 04-042 SEWAGE LIFT STATION W19111354 ABAM 07.15.19� �sE��r THIS DESIGN AND/OR CHECKED PUMP STATION DETAILS W19111354 — 07.15.19 4 �c•° SPECIFICATION IS APPROVED DRS 07.15.19 SHEET ENGINEER TITLE � APPROVED BY DEPT. DATE ZMS 07.15.19 REPLACE 04-042 SEWAGE LIFT STATION C513C-1 C C10 CHECKED APPROVED BUILDING 04-042 JOB NO. COMP NO. ��r15TER�4 tia� W1911 1354 � OVAL. , APPROVED DWG NO. CIVIL MASTER RENTON, WA RTN—YD—051 3C-1 C CV co Nt O O r I U LO r O O C) I r J 0 rel rn N 75 0 0 co >, m Cn J LAiJi. %,vmFr%%,iw JUoURMUL RIGID FLEXIBLE ldh IRV CONTINUOUS 2" GRIND AND (DI, CONC) (CPEP, CMP, PVC) OVERLAY ON REMAINING AC CONTINUOUS 2" GRIND AND SURFACE WITHOUT SAWCUT I OVERLAY ON REMAINING AC SURFACE WITHOUT SAWCUT LINES OR EDGES 2" WEARING COURSE HMA PAVEMENT, SEE A LINES OR EDGES CL 1/2" PG 70-22 TACK PAVEMENT SECTIONS _ AND SEAL EDGES AT INTERFACE WITH EXISTING PAVEMENT 2.5 HMA CL 1 /2 PG 64-22 4.5" MIN 12" CRUSHED SURFACING PROVIDE NEAT, 6" MIN. STRAIGHT SAWCUT LINE TOP COURSE WSDOT STD WHERE MATCHING �j �� O OO ��CRUSHED SURFACING TOP COURSE SPEC 9-03.9(3) EXIST. PAVEMENT O O O / � O OD ODO �\� WSDOT STD SPEC 9-03.9(3) COMPACTED TO AT LEAST 95% OF MAX. DENSITY PER COMPACTED TO AT LEAST 95% OF EXIST. SUBGRADE O OO �� MAX. DENSITY PER ASTM D1557 ASTM D1557 (SEE NOTE 2). SEE NOTE 4 FOR EXISTING SUBGRADE WITH GRANULAR MATERIAL LESS THAN 12" ASPHALT PAVEMENT SECTION SCALE: N/A .RK PLAN VIEW UNBALANCED CROSS (USE COLUMN A) PLAIN VIEW PLUGGED TEE (USE COLUMN B) PLAN VIEW DEAD END C513C-1 D ^%'*-, PLAN VIEW PLUGGED CROSS (USE COLUMN B) TWO 1" DIAM. (SEE NOTE 4) THRUST SCALE: N /A SYM I REVISION BY APPROVED REPLACE 04-042 SEWAGE LIFT STATION W19111354 1 ABAM PROFILE VIEW VALVE (USE COLUMN A) OFFSET (USE COLUMNS B - E) BLOCK DETAILS DATE SYM 07.15.19 REVISION 0 0 PLAN VIEW PLUGGED CROSS (USE COLUMN A) C1�53C D D � PLAN VIEW TEE BEND BY I APPROVED I DATE 11. Contractor to provide blocking adequate to withstand fu.uUU test pressure. 2. Divide thrust by safe bearing load to determine required area (in square feet) of concrete to distribute load. 3. Areas to be adjusted for other pressure conditions. 4. Provide two T' milnIimum diameter rods on valves up through 10"° diameter. Vallves larger than 110" require special tie rod design. SIZE TEST PRESSURE (PSI) THRUST AT FITTINGS IN POUNDS A B C D E TEE AND ENDS 900 BEND 460 BEND 22.6° BEND 11.26" BEND 4" 250 3,140 4,440 2,405 1,225 615 61 250 7,070 9,995 5,410 2,760 1,385 &1 250 12,565 17,770 91620 005 2,465 10.1 250 19,635 27,770 15,030 7,660 3,850 12" 250 28,275 39,985 21,640 11,030 5,545 14" 250 38,485 54,425 29,455 15,015 7,545 16" 250 501265 71,085 38,470 19,615 91855 SOIL TYPE SAFE BEARING LOAD (PSE) MUCK, PEAT, ETC. 0 SOFT CLAY 1,000 SAND 2,000 SAND AND GRAVEL 3,000 SAND AND GRAVEL CEMENTED WITH CLAY 4,000 HARD SHALE 10,000 NOTE: 1. A SAFE BEARING LOAD (PSF) OF 2,500 MAXIMUM SHALL BE ASSUMED FOR THE THRUST BLOCK. i BOE/NG� ���' R. wr V Asf� { 4 ° i f� f. w J �� ACCEPTABILITY ZMS THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED DRS ENGI APPROVED BY I DEPT. I DATE ZMS t SUBTITLE 07.15.19 07.15.19 TITLE 07.15.19 4" (TYI (MIN.) PIPE BEDDING PER WSDOT 9-03.12(3) 95% COMPACTION OF MAX. DRY DENSITY PER ASTM D 1557 PIPE O.D. + 2 FEET NEW TRENCH BACKFILL MAT'L WSDOT STD. SPEC. 9-03.19 PLACED IN LOOSE LAYERS OF NOT MORE THAN 10" DEPTH AND COMPACTED TO AT LEAST 95% OF MAX. DENSITY PER ASTM D1557 PIPE AS SPECIFIED ON PLAN NOTE: 1. ALL BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY PER ASTM D-1557. 2. IF TRENCH SUBGRADE IS DETERMINED BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION TO BE UNSUITABLE, PROVIDE GEOTEXTILE FABRIC FOR SUBGRADE STABILIZATION AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 3. FOR ADDITIONAL REQUIREMENTS SEE THE GENERAL NOTES ON SHEET C2-6A. 4. IF THE AC PAVEMENT IS UNDERLAIN BY CONCRETE PAVEMENT, SAWCUT CONCRETE PAVEMENT AND REMOVE. REPLACE THE CONCRETE VOID WITH CRUSHED ROCK BASE COURSE. TYPICAL TRENCH SECTION SCALE: N/A DETAILS REPLACE 04-042 SEWAGE LIFT STATION BUILDING 04-042 C223 S-396539 PERMIT SET July 15, 2019 CURRENT REVISION SYMBOL DATE W19111354 - 07.15.19 C513C-1 D C11 JOB NO. COMP NO. W19111354 RENTON, WA DWG NO. RTN-YD-0513C-1 D LO T C) C) O I T V , O O O I T � rsl!- CIVIL MASTER