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HomeMy WebLinkAboutR-40141075 co 0 00 0 N C U 0 O c O a� J LEGEND ABBREVIATIONS DATUM NOTES FIRE AND WATER SERVICE NOTES yrFAIIONII1l1l►■1:111641111K91]►I1:0]EIId11 EXISTING PROPOSED & AND HSB HIGH STRENGTH BOLT 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN 1. INSTALL FIRE SERVICE AND WATER SERVICE LINES IN ACCORDANCE WITH WSDOT 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER AT DATUM 1983(91). STANDARD SPECIFICATION 7-09. UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: -CW- -CW- DOMESTIC WATER I FIRE WATER MAIN A IBC INTERNATIONAL BUILDING 2. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 NGVD29). ( 2. PIPE SHALL BE AWWA C151, CLASS 54 THICKNESS DUCTILE IRON PIPE WITH RUBBER 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD FW -FW- ABND ABANDONED CODE GASKETS MEETING AWWA C111, AND SHALL HAVE RESTRAINED JOINTS UNLESS WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. E - E - POWER LINE ADA AMERICANS WITH ID INNER DIAMETER 3. VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 OTHERWISE NOTED ON THE DRAWINGS. T - COMMUNICATION LINE DISABILITIES ACT IE INVERT ELEVATION (NAVD88) = NGVD29 + 3.60 FEET. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE ACI AMERICAN CONCRETE INT INTERIOR 3. FITTINGS SHALL BE AWWA C110 OR C153, CEMENT LINED DUCTILE IRON MEETING THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN - A - A AIR LINE INSTITUTE INV INVERT REQUIREMENTS OF AWWA C104, WITH RESTRAINED JOINTS. MECHANICAL OR FLANGED ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. PIV ADD'L ADDITIONAL JOINTS SHALL BE USED AS INDICATED ON THE DRAWING. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE ® ® POST INDICATOR VALVE AGG AGGREGATE ESC CONSTRUCTION SEQUENCET CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF � � FIRE HYDRANT AL ALTERNATE LF LINEAR FEET 4. UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL DUCTILE IRON PIPING AND CONSTRUCTION. WV® WV ® WATER VALVE AAPPROXIMATE LG LIGHT GAGE FITTINGS SHALL HAVE FLEXIBLE BOLTLESS RESTRAINED JOINTS, WITH A MECHANISM AR ANCHOR RODS 1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THE PROJECT DRAWINGS SHALL BE THAT PROVIDES A POSITIVE AXIAL LOCK BETWEEN THE BELL AND THE SPIGOT TO -STS- -STS- STORM DRAINAGE LINE ARCH ARCHITECTURAL M- INSTALLED PRIOR TO OR AS THE FIRST STAGE OF SITE PREPARATION. RESTRAIN THE JOINT. TR-FLEX BY U.S. PIPE, OR APPROVED EQUIVALENT. TR-FLEX 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND ASTM AMERICAN SOCIETY FOR MAT'L MATERIAL GRIPPER RING BY U.S. PIPE SHALL BE USED TO RESTRAIN FIELD CUT PIPE, PER MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH -SAN- -SAN- SANITARY SEWER LINE TESTING MATERIALS MH MANHOLE 2. COMMENCE CONSTRUCTION MANUFACTURER'S INSTRUCTIONS. SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK O • CLEANOUT ATR ALL THREAD ROD MAX MAXIMUM OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. CO MIN MINIMUM 3. SHOULD DEWATERING OF EXCAVATION BECOME NECESSARY, CONTRACTOR SHALL PROVIDE DEWATERING 5. FOLLOW ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR RESTRAINED JOINT STORM DRAIN MANHOLE /CATCH BASIN TYPE 2 B MISC MISCELLANEOUS PLAN, LABOR AND EQUIPMENT. COORDINATE DEWATERING WITH BOEING CONSTRUCTION MANAGEMENT, ASSEMBLY. ONCE LOCKING SEGMENTS OF RESTRAINED JOINTS ARE IN PLACE, 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR ■ CATCH BASIN / SAFE DRAIN BOUT BLOCKOUT MJ MECHANICAL JOINT SITE ENVIRONMENTAL ENGINEERING AND THEIR GEOTECHNICAL ENGINEER. PROJECT TEAM WILL FULLY EXTEND JOINT TO REMOVE SLACK IN LOCKING SEGMENT CAVITY. JOINT TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, -UP- UNDERGROUND POWER BLDG BUILDING COORDINATE ROLES AND RESPONSIBILITIES FOR PROPER WATER MANAGEMENT. EXTENSION IS NECESSARY TO OBTAIN MARKED LAYING LENGTH ON PIPE AND TO DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN BMP(S) BEST MANAGEMENT N- 4. UPON COMPLETION OF THE PROJECT, STABILIZE ANY REMAINING DISTURBED AREAS AND REMOVE MINIMIZE GROWTH OR EXTENSION OF LINE WHEN PRESSURIZED. A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND O S. LIGHT STANDARD PRACTICES N NORTH BMPS IF APPROPRIATE. 6. ALL FITTINGS AND TRANSITION COUPLINGS SHALL HAVE PRESSURE RATINGS AT LEAST POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND A -A- COMPRESSED AIR LINE (DEPARTMENT OF ECOLOGY) NE NOM NORTHEAST NOMINAL EQUAL TO PIPING PRESSURE RATING. ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. BOC BOTTOM OF CONCRETE 5. REMOVE TRAFFIC CONTROL AND REMAINING EROSION CONTROL AND POLLUTION PREVENTION U UNKNOWN UNDERGROUND UTILITY BOS BOTTOM OF STEEL NS NEAR SIDE MEASURES UPON APPROVAL BY BOEING. ® o BOLLARD BOG BOTTOM OF NW NORTHWEST 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM B 7. FIRE SERVICE PIPING JOINTS SHALL MEET UL 194. REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR GRo O STATIC GROUND ROD BRG BEARING SEASONAE, THE E SHALL ANTICIPATE THAT N AND �TIOEENS SPROPOSED IOSITE. LFACILITI gTWN BETWEEN c ER ON TDIAMETER 8. GATE VALVE INSTALLATION SHALL COMPLY WITH AWWA C600 AND AWWA M44. CONTROL S WI L BET NECESSARY RE COMPLETE SILTATIONORCONTROLOON THE PEDESTRIAN PATH INDICATOR OD OUTSIDE EROSION CONTROL NOTES DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO C 9. INSTALL FIRE AND WATER PIPING WITH 3.0 FEET (MIN.) OF COVER UNLESS ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL • HCB-X BORING (FROM PREVIOUS SOILS INVESTIGATION) CI CIP CAST IRON CAST IN PLACE P 1. ON -SITE EROSION MEASURES AND STORM WATER POLLUTION PREVENTION SHALL BE THE OTHERWISE INDICATED. FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES O B-1 BORING FROM PREVIOUS SOILS INVESTIGATION ( ) CJ CONTROL JOINT PIV PL POST INDICATOR VALVE PLATE RESPONSIBILITY OF THE CONTRACTOR. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF 10. PROVIDE ALL PIPE DEFLECTIONS IN ACCORDANCE WITH PIPE MANUFACTURER'S AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. CL CMP CENTERLINE CORRUGATED METAL PIPE PMB PRE-ENGINEERED METAL THE STORM SEWER BY THE OWNER SHALL BE CORRECTED BY THE CONTRACTOR. RECOMMENDATIONS. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN BENCHMARK COL COLUMN BUILDING 2. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THESE DRAWINGS SHALL BE APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION - - - - PAVEMENT LIMITS CONC CONCRETE PREFAB PREFABRICATED INSTALLED PRIOR TO OR AS THE FIRST STAGE OF SITE PREPARATION. 11. FIRE LINES SHALL BE DESIGNED BY A LICENSED FIRE PROTECTION ENGINEER. A FACILITIES. CONN CONNECTION PROJ PROJECT SEPARATE, DETAILED PLAN SHALL BE APPROVED BY THE FIRE MARSHALL AND BOEING OHw OHW ORDINARY HIGH WATER LINE CONST CONSTRUCTION PSI POUND PER SQUARE INCH 3. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN IN THE FIRE DEPARTMENT AND INSTALLED BY A WASHINGTON CERTIFIED LEVEL "U" 200' SETBACK FROM ORDINARY HIGH WATER LINE CONT CONTINUOUS PVC POLYVINYL CHLORIDE DRAWINGS OR SPECIFIED IN THE NOTES NOT PROVE ADEQUATE TO CONTROL EROSION AND CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY - - EASEMENT BOUNDARY CONTR CONTRACTOR R SEDIMENTATION, THE CONTRACTOR SHALL INSTALL STRAW WATTLES, SILT FENCE OR ADDITIONAL 12. WRAP ALL DUCTILE IRON PIPE AND ADJACENT VALVES AND FITTINGS WITH 8 MIL SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER - - PARCEL BOUNDARY CSJ CONSTRUCTION JOINT R RADIUS FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER POLYETHYLENE CONFORMING TO AWWA C105. METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). CW DOMESTIC WATER RJ RESTRAINED JOINT COURSES AND/OR STORM DRAINAGE SYSTEMS. ELEV ELEV MINOR CONTOUR D REF REFERENCE 4. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON -SITE TO PREVENT DEBRIS, DUST AND MUD 13. FIRE HYDRANTS SHALL BE WATEROUS PACER HYDRANT MODEL W667-250 U.L. AND 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES ELEV ELEV MAJOR CONTOUR DI DUCTILE IRON REINF REINFORCING FROM ACCUMULATING ON THE PUBLIC RIGHT-OF-WAY AND BOEING PROPERTY. F.M. APPROVED, DUCTILE IRON, 3-WAY WITH 5 �/a PUMPER CONNECTION. HYDRANTS CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH DIA OR 0 DIAMETER REQD REQUIRED SHALL HAVE STORZ ADAPTER AND CAP INSTALLED. PIPING SHALL HAVE 3.0 FEET AN ADJUSTMENT PROCESS. SLOTTED STORM DRAIN DIP DUCTILE IRON PIPE 5. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE SITE'S CONSTRUCTION (MIN.) COVER. FURNISH EXTENSION KIT IF GREATER COVER IS NEEDED. FERGUSON DIM DIMENSION S S SOUTH STORMWATER GENERAL PERMIT OR, FOR CONSTRUCTION PROJECTS LESS THAN AN ACRE, THE SITE'S ITEM AND DESCRIPTION AS FOLLOWS: 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN DWG DRAWING SCHED, SCG SCHEDULE INDUSTRIAL STORMWATER GENERAL PERMIT. a. HYDRANT DESCIPTION: 5-Y4 WB67 UL/FM 4'OL L/A MJ WHITE MANUAL. STORMWATER NOTES E- SE SOUTHEAST6. THE CONTRACTOR SHALL COORDINATE WITH BOEING SITE ENVIRONMENTAL ENGINEERING ON WHO WILL b. HYDRANT NO.: SP-WB67LAOLPUL/FM E EAST SEC, SECT SECTION OBTAIN ANY REQUIRED STORMWATER SAMPLES. c. STORZ ADAPTER AND CAP DESCRIPTION: 4-%X5 FNST STORZ ADPT W/CAP 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN EA EACH SHT SHEET (7) DAYS. 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH APPROVING EF EACH FACE SIM SIMILAR 7. THE CONTRACTOR SHALL COMPLETE AN EROSION CONTROL CHECKLIST, CAREFULLY REVIEW IT, AND 15. PROVIDE 3 FEET (MIN.) HORIZONTAL CLEARANCE AROUND ALL BURIED AND EXPOSED AGENCY STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF EL OR ELEV ELEVATION SOG SLAB ON GRADE MAINTAIN ALL STORMWATER POLLUTION PREVENTION MEASURES DAILY. CHECKLISTS SHALL BE VALVES, FDC's, PIV's, AND VALVE ASSEMBLYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL EMBED EMBEDMENT SPA SPACE SPACING MAINTAINED ONSITE AND BE AVAILABLE FOR REVIEW AT ANY TIME. WITHIN 24 HOURS FOLLOWING A STORM EVENT. CONSTRUCTION (WSDOT/APWA) AND AS AMENDED BY THE APPROVING AGENCY. ENG ENGINEER SPEC SQ SPECIFICATIONS SQUARE 16. PROVIDE 300 FEET (MAX.) SPACING BETWEEN FIRE HYDRANTS. EQ EQUAL CB PROTECTION NOTES 2. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO EQUIV EQUIVALENT STA STATION STD STANDARD 17. SECTION VALVES SHALL BE FLUSH UNLESS NOTED OTHERWISE. COVERS SHALL MATCH 13. 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 APPROVED PLANS ON FILE WITH BOEING AND THE APPROVING AGENCY. ANY ESC EROSION/SEDIMENTATION STL STEEL ADJACENT GRADE. SEE DETAILS ON SHEET M501-1 D. OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. SIGNIFICANT DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN CONTROL APPROVAL FROM BOEING, THE APPROVING AGENCY, AND THE ENGINEER. EW EACH WAY STRUCT STRUCTURAL EX, EXIST EXISTING SW SOUTHWEST 1. CATCH BASIN INSERTS SHALL BE PROVIDED IN THE CATCH BASINS TRIBUTARY TO AREA WHERE CONTRACTOR'S 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS 3. PRIOR TO FINAL INSPECTION OF THE STORM DRAINAGE SYSTEMS, THE EXP EXPANSION CONSTRUCTION ACTIVITIES OCCUR. GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM. ALL EXT EXTERIOR T- 2. CATCH BASIN INSERTS SHALL BE INCLUDED ON THE WEEKLY INSPECTION CHECKLIST AND MAINTAINED FOR THE UNDERGROUND UTILITY NOTES COVERED BY MULCH, SODDING OR PLASTIC COVERING. ACCUMULATED MATERIAL SHALL BE REMOVED AT THE CLOSEST DOWNSTREAM T&B TOP AND BOTTOM DURATION OF THE PROJECT. MANHOLE. VELOCITY IN THE PIPE DURING FLUSHING SHALL BE AT LEAST 3 FPS. F TEMP TEMPORARY TO TOP OF 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED FDC FIRE DEPARTMENT 3. CATCH BASIN INSERTS SHALL BE REMOVED FOLLOWING COMPLETION OF CONSTRUCTION AND STABILIZATION OF 1. EXISTING ACTIVE AND ABANDONED UTILITY LOCATIONS SHOWN ON PLANS ARE COMPILED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE 4. PRECAST MANHOLE SECTIONS SHALL CONFORM TO ASTM C478. MANHOLES, CATCH CONNECTION TOC TOP OF CONCRETE ALL CLEARED AREAS. FROM SITE SURVEY AND AVAILABLE AS -BUILT INFORMATION. THE CONTRACTOR SHALL PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BASINS, AND DRAINS SHALL BE SET PLUMB TO LINE AND GRADE AND SHALL BE FF FINISHED FLOOR TOF TOP OF FOOTING DETERMINE THE EXACT LOCATION OF ALL EXISTING ACTIVE AND ABANDONED UTILITIES BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF PLACED ON A FIRM BASE. FFE FINISHED FLOOR ELEVATON TOS TOP OF STEEL BEFORE COMMENCING WORK AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL THE PERMANENT FACILITY. FG FINISH GRADE TYP TYPICAL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND 5. PVC DRAIN BASIN SHALL BE NYLOPLAST OR APPROVED EQUAL INSTALLED PER FH FIRE HYDRANT POLLUTION PREVENTION NOTES PRESERVE ANY AND ALL UNDERGROUND UTILITIES. MANUFACTURER'S RECOMMENDATIONS AND DETAIL ON SHEET C501-6L. FIN FINISH �- 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO FM FORCE MAIN UNO UNLESS NOTED OTHERWISE 2. UTILITY ABANDONMENT: IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE 6. ALL OPEN GRATES ON DRAINAGE COLLECTING STRUCTURES SHALL BE 20-INCH X ALL S SHALL FM FLOOR 1. PREVENT OIL AND FUELS FROM ENTERING THE STORM DRAINAGE SYSTEM WITH PROPER CONTAINMENT a. WIRES SHALL BE REMOVED FROM ALL ELECTRICAL AND DATA CONDUIT TO BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE 24-INCH AIRCRAFT RATED HERRINGBONE PATTERN, EAST IRON WORKS FND FOUNDATION V- DEVICES. ABANDONED IN PLACE. ABOVE GROUND CONDUIT CONNECTIONS SHALL BE REMOVED SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. PRODUCT NUMBER 00775035BOl OR APPROVED EQUAL, UNLESS OTHERWISE FS FAR SIDE VC VITRIFIED CLAY 2. SWEEP DIRT FROM PAVING DAILY OR AS NEEDED. THE INTENT IS TO PREVENT DIRT AND DEBRIS TO A MINIMUM DEPTH OF 24" PRIOR TO ABANDONMENT. NOTED. FTG FOOTING V, VERT VERTICAL FROM VEHICLES AND EQUIPMENT FROM BEING DEPOSITED ON BOEING OWNED STREET AND CITY b. ALL ABANDONED UNDERGROUND PIPES WITH A DIAMETER OF 8-INCHES OR AL VLT VAULT GREATER SHALL BE PLUGGED AND FILLED WITH CDF. STREET PAVEMENT. 7. ALL 30-INCH SOLID LOCKING LIDS SHALL BE AIRCRAFT RATED AND LID G LETTERING SHALL READ "DRAIN". FRAME AND GRATE SHALL BE AIRCRAFT RATED GA GAUGE W 3. THE CONTRACTOR SHALL PREVENT ALL MATERIAL USED OR GENERATED ON -SITE FROM ENTERING THE 3. PROVIDE DETECTABLE UNDERGROUND WARNING TAPE PER WSDOT SPEC SECTION 9-15.18 WITH MATCHING BOLT PATTERN, NEENAH FOUNDRY PRODUCT NUMBER R-3492-A GEN GENERAL W WEST STORM DRAINAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE FOR ALL NEWLY INSTALLED UNDERGROUND UTILITIES. OR APPROVED EQUAL. W/ WAC WITH WASHINGTON CONTAINMENT/SEPARATION AT ALL TIMES. ALL STORMWATER POLLUTION PREVENTION MEASURES 4. PROVIDE BRASS UTILITY MARKER PER DETAIL 2 ON SHEET C501-6K FOR ALL EXISTING 8. ALL 36-INCH BY 72-INCH DOUBLE LEAF HATCHES SHALL BE AIRCRAFT RATED. H H,HORZ HORIZONTAL ADMINISTRATIVE CODE SHALL BE COORDINATED WITH ENVIRONMENTAL ENGINEERING TO ENSURE COMPLIANCE WITH AND NEWLY INSTALLED UNDERGROUND UTILITIES WITHIN THE PROJECT LIMITS. NEENAH FOUNDRY PRODUCT R-3498-R3S OR APPROVED EQUAL. HH HANDHOLE WL WATER LEVEL APPLICABLE STORMWATER PERMITS. HDPE HIGH DENSITY WSDOT WASHINGTON STATE 4. THE CONTRACTOR SHALL CONDUCT DAILY STORMWATER/ENVIRONMENTAL INSPECTION OF THE 5. ALL UTILITY VAULT STRUCTURES AND ASSOCIATED ACCESS LIDS AND HATCHES SHALL MEET 9. ALL STORMWATER CONVEYANCE PIPE SHALL BE FUSION -BUTT WELDED BLACK POLYETHYLENE PIPE DEPARTMENT OF THE DESIGN LOADING REQUIREMENTS SHOWN ON SHEET C501-1 C. HDPE (PE 3408) PIPE PER WSDOT STD SPEC 9-05.23 WITH A MAXIMUM SDR HSA HEADED STUD ANCHOR TRANSPORTATION CONSTRUCTION SITE. SCOPE OF THE INSPECTION WILL BE COORDINATED WITH SITE ENVIRONMENTAL OF 17 UNLESS NOTED OTHERWISE. WV WATER VALVE ENGINEERING. 6. THE LIFTING FORCE REQUIRED TO OPEN ACCESS LIDS AND HATCHES SHALL BE A MAXIMUM OF 35-POUNDS. HINGED LIDS AND ACCESS HATCHES SHALL BE EQUIPPED WITH 5. CONTRACTOR SHALL PROVIDE A TEMPORARY WHEEL WASH AT THE DESIGNATED CONSTRUCTION A LIFT ASSIST SYSTEM AS REQUIRED TO MEET THE MAXIMUM LIFTING FORCE 10. USE DETECTABLE WARNING TAPE OVER ALL PIPING. CONCRETE ENTRANCE. REQUIREMENTS. 11. BOEING STORMWATER STRUCTURE IDENTIFICATION NUMBERS AS SHOWN IN PLANS SHALL BE ETCHED OR ENGRAVED ON THE GRATE OR LID OF EACH STRUCTURE AFTER INSTALLATION AND PRIOR TO FINAL ACCEPTANCE OF THE STORM DRAINAGE 1. PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) SHALL A MIN COMPRESSIVE STRENGTH TRAFFIC NOTE SYSTEMS. AT 28 DAYS OF F'c=4,000 PSI. 1. DO NOT CLOSE OR OBSTRUCT EXISTING TRAFFIC ROUTES WITHOUT PERMISSION 12. TIDEFLEX CHECK VALVES SHALL BE CHECKMATE INLINE CHECK VALVES MOUNTED 2. CONTRACTOR TO PROVIDE CONCRETE MIX DESIGN FOR HIGH EARLY STRENGTH GALVANIZED MATERIALS IN AN UPSTREAM CLAMP CONFIGURATION. VALVE SHALL BE INSTALLED WITHIN CONCRETE, WHICH MUST HAVE A FLEXURAL STRENGTH OF 650 PSI IN 14 DAYS AND FROM BOEING. COORDINATE LOCATION AND TIMING OF ALL ROADWAY CLOSURES 18-INCHES MANHOLE OF CONNECTION. SEE DETAIL 2 ON SHEET C501-6K. MUST BE OPEN TO TRAFFIC IN 3 DAYS WITH MINIMUM COMPRESSIVE STRENGTH OF WITH BOEING PRIOR TO PERFORMING WORK. 1. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC 2500 PSI. IN 28 DAYS, COMPRESSIVE STRENGTH MUST BE 4000 PSI MINIMUM. APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS 13. INSTALL ON ALL CATCH BASINS CURB MARKERS, ULTRATECH INTERNATIONAL, 2. TEMPORARY PAVEMENT MARKINGS SHALL BE PER WSDOT STANDARD SPECIFICATION SECTION 8-23. OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATING THAT READ "NO DUMPING DRAINS TO WATERWAY". 3. ALL CONCRETE SHALL CONFORM TO REQUIREMENTS IN THE WSDOT STANDARD SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE SPECIFICATION SECTION 6-02 UNLESS SPECIFIED OTHERWISE. 3. REFER TO CHANNELIZATION & SIGN PLANS FOR SIGN REMOVAL AND RELOCATION. GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. TRENCH NOTE 4. SELF-CONTAINED HYDROBLAST SHALL BE USED FOR THE REMOVAL OF ALL PAINT STRIPING, TOPOGRAPHIC NOTE LETTERS, AND MARKINGS. TRENCH SAFETY IS THE CONTRACTOR'S RESPONSIBILITY. BERGERABAM ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. THE TOPOGRAPHICAL DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED IN ART B M CANgNOT THE ACCURACY COMIOF THAT R-40141 0 SECURITY FENCING INFORMATIONOTHERS.ISE NOT RB LE FENSURE OR ANY ERRORS 4), Ber erABAM CALL 48 HOURS � BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 1. CONTRACTOR SHALL PLACE TEMPORARY SECURITY FENCING AROUND ALL WORK AREAS WHERE PERMANENT FENCING IS BEING REPLACED. DATE P. of WA �f BOE//V� OD x 31271 w� ��ssioNaL CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRA1 HL CHE SPT ENG BEE APPROVED BY DEPT. I DATE IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING1001,11 Ann Fowler 12/14/2018 SURFACE WATER UTILITY rstraka 12/14/2018 ul IAI L SUBTITLE CURRENT REVISION SYMBOL DATE 10 09 18 GENERAL NOTES, LEGEND, AND ABBREVIATIONS C180242 0 R'l G 10/09/18 10 09 18 SHEET 10 09 18 TITLE MITIGATION HANGAR C501 -1 A C01 RENTON SITE JOB NO. C180242 COMP NO. CIVIL MASTER SITE RENTON, WA DWG NO. RTN -YD-0501 - 1 A