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Home My WebLink AboutzR-3763 SetBOEING COMMERCIAL AIRPLANE GROUP VICINITY/SITE MAP I S'H NUON Q W� co ED O = l Z t7 L N N t FEDAI D: - CALL 48 HOURS BEFORE YOU DIG ZI 1-800-424-5555 J PLAN VIEW N SCALE: N.T.S. 4i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 F9 PROJECT DIRECTORY GENERAL CONTRACTOR GLY CONSTRUCTION 200 112TH AVE NE #300 BELLEVUE, WA 98004 425.451.8877 CONTACT: JOE WALKER JOE.WALKER@GLY.COM ELECTRICAL / MECHANICAL SAZAN GROUP 600 STEWART ST. STE 1400 SEATTLE, WA 98101 206.267.1700 206.267.1701 FAX MITCH YOCKEY MYOCKEY@SAZAN.COM CIVIL ENGINEER BERGERABAM 33301 9TH AVE S. STE 300 FEDERAL WAY, WA 98003 206.431.2300 206.431.2250 FAX CONTACT: STEVEN TRUE STEVEN.TRUE@ABAM.COM STRUCTURAL ENGINEER BERGERABAM 33301 9TH AVE S. STE 300 FEDERAL WAY, WA 98003 206.431.2391 206.431.2250 FAX CONTACT: SIEU QUAN SIEU.QUAN@ABAM.COM SCOPE OF WORK THIS DOCUMENT PACKAGE INCLUDES THE ROADWAY WIDENING ALONG THE SOUTH SIDE OF NORTH 6TH STREET BETWEEN SPINE ROAD AND LOGAN AVENUE. THIS WORK WILL INCLUDE ROADWAY PLANING AND PAVEMENT REMOVAL; THE REMOVAL OF EXISTING CURB, GUTTER, SIDEWALKS, AND STREET TREES; AND THE REMOVAL OF EXISTING LIGHT POLES FOR THE ADJACENT PARKING LOT. THIS PROJECT WILL ALSO INCLUDE THE CONSTRUCTION OF CURB AND GUTTER, FIVE-FOOT LANDSCAPING BUFFER WITH STREET TREES ADJACENT TO THE ROADWAY, STREET LIGHTS PLACED IN THE LANDSCAPE BUFFER, A SIX-FOOT SIDEWALK; PLACEMENT OF NEW STORMWATER STRUCTURES AND PIPING; AND CHANNELIZATION REVISIONS ALONG NORTH 6TH STREET AND LOGAN AVE NORTH. PARKING LOT REVISIONS WILL BE NECESSARY TO ACCOUNT FOR THE ROAD WIDENING, WHICH WILL INCLUDE ADDING NEW LIGHT FIXTURES TO EXISTING LIGHT POLES, RECONSTRUCTING AN EXISTING TRAFFIC ISLAND END CAP; AND RECONFIGURING THE PARKING STALL LAYOUT WITH NEW STRIPING. CODE SUMMARY OWNER BOEING PROJECT ADMINISTRATOR VILDANA JUSUFBEGOVIC PHONE: 425.220.2223 BOEING PROJECT ENGINEER MICHAEL SULLIVAN PHONE: 425.965.2421 BOEING CONTACT MARK CLEMENT PHONE: 206.617.2944 GLY CONSTRUCTION JOE WALKER PHONE: 425.451.8877 APPLICATIONS/PERMITS RELATED TO PROJECT: ELECTRICAL, SITE UTILITIES AND STORMWATER. ZONING: HEAVY IND./PUBLIC USE BUILDING CODE: IBC - 2012 EDITION WITH WASHINGTON STATE AMENDMENTS LEGEND I LEGAL DESCRIPTION EXISTING PROPOSED C PARCEL I-80 CW —CYT— COLD WATER WATER CITY OF RENTON, KING COUNTY, WASHINGTON —RV-- —FW— FIRE WATER MAIN SE PIVD ® POST INDICATOR VALVE THE FOLLOWING DESCRIBED TRACT OF LAND IS THE RESULTANT CONSOLIDATION OF n SPEC B RECORD TITLE VESTED IN THE BOEING COMPANY, A DELAWARE CORPORATION AND PUGET �.O BLDG FIRE HYDRANT SOUND POWER & UGHT COMPANY, A MASSACHUSETTS CORPORATION, COVERED IN THE Vivo WV STD PIONEER NATIONAL TITLE INSURANCE COMPANY, UMITED LIABILITY REPORTS NUMBER (DEPARTMENT OF ECOLOGY) ® WATER VALVE A-253802, A-253803, A-253804, UNIT 13, DATED JANUARY 11, THROUGH JANUARY 21, —STS— —STS— STORM DRAINAGE LINE 1980. ---SAN— —5AN— SANITARY SEWER LINE THAT PORTION OF GOVERNMENT LOTS 1 AND 3 IN SECTION 7; AND OF GOVERNMENT CONCRETE • CLEANOUT LOTS 1, 2, AND 3 AND THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF COO CI CAST IRON SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN THE CITY OF n ■ CATCH BASIN RENTON, KING COUNTY, WASHINGTON; AND OF C.H. ADSIT'S LAKE WASHINGTON PLAT AS UP —UP— UNDERGROUND POWER RECORDED IN VOLUME 8 OF THE PLATS, PAGE 79, RECORDS OF KING COUNTY, V D WASHINGTON; AND OF BLOCK C, THIRD SUPPLEMENTAL MAP OF LAKE WASHINGTON DI DUCTILE IRON LIGHT STANDARD SHORE LANDS. AS RECORDED UNDER KING COUNTY AUDITOR'S FILE NUMBER 5927582; SO DWG AND OF CERTAIN SHORE LANDS OF LAKE WASHINGTON SHOWN ON SHEETS 3 AND 4 OF ---A —A— COMPRESSED AIR LINE THE MAP PREPARED BY UDO HESSE UNDER KING COUNTY SUPERIOR COURT CAUSE ---U--- UNKNOWN UNDERGROUND UTILITY NUMBER 156371; AND OF VACATED LAKE WASHINGTON BOULEVARD (FORMERLY PARK EAST ESC STREET); AND OF THE ABANDONED BURLINGTON NORTHERN INC. RAILWAY (FORMERLY ®O O BOLLARD NORTHERN PACIFIC RAILWAY) RIGHT-OF-WAY. EX., EXIST. Z PEDESTRIAN PATH INDICATOR • HCB-X WV BORING (FROM PREVIOUS SOILS INVESTIGATION) PARCEL 1480 H-1 FDC BORING (FROM PREVIOUS SOILS INVESTIGATION) CITY OF RENTON, KING COUNTY, WASHINGTON A FIRE HYDRANT BENCHMARK THE FOLLOWING DESCRIBED TRACTS OF LAND SHOWS RECORD TITLE VESTED IN THE FINISH FM BOEING COMPANY, A DELAWARE CORPORATION, COVERED IN THE PIONEER NATIONAL TITLE H INSURANCE COMPANY, UMITED LIABIUIY REPORT A-253196, DATED JANUARY 21, 1980. H HORIZONTAL ALL BEARINGS ARE REFERENCED IN THE GRID MERIDIAN OF THE WASHINGTON HIGH DENSITY COORDINATE SYSTEM, NORTH ZONE. THAT PORTION OF GOVERNMENT LOTS 1, 2, AND 3 AND THE SOUTHEAST QUARTER OF HH HANDHOLE ABBREVIATIONS THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN INVERT THE CITY OF RENTON, KING COUNTY, WASHINGTON. A C C ABND ABANDONED S AGO. AGGREGATE SCH. ASTM AMERICAN SOCIETY FOR SE D N TESTING AND MATERIALS SEC z n SPEC B _ _ SS BLDG BUILDING STA. BMP(S) BEST MANAGEMENT PRACTICES STD (DEPARTMENT OF ECOLOGY) SW BOT BOTTOM n R C RJ E, CONC CONCRETE CB CATCH BASIN T CI CAST IRON TYP. CMP CORRUGATED METAL PIPE CW DOMESTIC WATER V V D VC DI DUCTILE IRON VLT DIA. DIAMETER DWG DRAWING W W E WAC E EAST ESC EROSION/SEDIMENTATION WL CONTROL WSDOT EX., EXIST. EXISTING WV F FDC FIRE DEPARTMENT CONNECTION FH FIRE HYDRANT FIN. FINISH FM FORCE MAIN H H HORIZONTAL HDPE HIGH DENSITY POLYETHYLENE PIPE HH HANDHOLE I INV INVERT LF LINEAR FEET M MAT'L MATERIAL MAX. MAXIMUM MH MANHOLE MIN. MINIMUM MJ MECHANICAL JOINT N N NORTH NW NORTHWEST 0 0 D OUTSIDE DIAMETER SOUTH PARCEL 111.80 SCHEDULE SOUTHEAST CITY OF RENTON, KING COUNTY, WASHINGTON SECTION PIV (NUMBER) SPECIFICATIONS THE FOLLOWING DESCRIBED TRACT OF LAND SHOWS RECORD TITLE VESTED IN THE SANITARY SEWER BOEING COMPANY, A DELAWARE CORPORATION, COVERED IN THE PIONEER NATIONAL TITLE STATION INSURANCE COMPANY, UMITED LIABILITY REPORT A-253195, DATED JANUARY 21, 1980. STANDARD SOUTHWEST ALL BEARINGS ARE REFERENCED TO THE GRID MERIDIAN OF THE WASHINGTON COORDINATE SYSTEM, NORTH ZONE. RESTRAINED JOINT THAT PORTION OF THE NORTHWEST QUARTER AND OF THE NORTHEAST QUARTER OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON TYPICAL PARCEL IV -80 VERTICAL VITRIFIED CLAY CITY OF RENTON, KING COUNTY, WASHINGTON VAULT THE FOLLOWING DESCRIBED TRACT OF LAND SHOWS RECORD TITLE VESTED IN THE BOEING COMPANY, A DELAWARE CORPORATION, COVERED IN THE PIONEER NATIONAL TITLE WEST INSURANCE COMPANY, LIMITED LIABILITY REPORT A-253807, DATED JANUARY 21, 1980. WASHINGTON ADMINISTRATIVE CODE ALL BEARINGS ARE REFERENCED TO THE GRID MERIDIAN OF THE WASHINGTON WATER LEVEL COORDINATE SYSTEM, NORTH ZONE. WASHINGTON STATE DEPARTMENT OF TRANSPORTATION THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION WATER VALVE 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EASTERLY OF COMMERCIAL WATERWAY DISTRICT NO. 2 RIGHT-OF-WAY AND WESTERLY OF LOGAN STREET NORTH AS DEEDED TO THE STATE OF WASHINGTON UNDER AUDITOR'S FILE NUMBER 3261297. R PIV POST INDICATOR VALVE L� PSI POUNDS PER SQUARE INCH =376301 PVC POLYVINYL CHOLRIDE IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: )9 -5-14 BY: Date: BY: Date: BY: Date: AS SHOWN PEDESTRIAN PATHWAYS AND PARKING orsw�E MEN BOE//VG® N. STH ST. IMPROVEMENTS CH.E JCR ir N« NE INCH COVER SHEET NO. REVISION BY DATE APPR -- �`"`E'"'COflp1NGY CD 10/24/14 mm C B u N= O wa> m 0 'o D a N B u -7 O wa> a 0 'o D D �c C C D N m z n 0 Z _ _ D C � w D o �z m m a n CJ D 0y n z� O u -7 O wa> a rnz D o � C C m y -0: 1 n 0 y z� _ _ D � w z O B O v m Do a no D o � C C m y n 0 z _ _ C O r n -11 1� FS zOa+211J 1 YdV- "le „t\ STA "S' 212+75 N: 183678.23 0 Alllllllllllllfl1111111 111111111111111111110 I `` ; �� " . � '• i; .;� U11111111111 1111111 11111111 In MUM �r- I I III�J � �• I I � � ,�e; p 1�QL�' � ' c •' • 1111' V' I ''III//ISI/III 11 11 '1 1/'� • 11 11 - • 1/ "-�" 11-�- 1• 11 11 1 11 11 .11 11 � L� �� - •.II 11 • 1 �7��i llti�..�.�s�4r1 !I �....,..�.1.. �.a.�.,..rt � '��■ ��, 1wt 4�L9T�_ ._��/1'��11f•1��H�.QI� �. ... �IJ �i - � '\�r`.1'at I� f0 "_!�— ,ai(� [rel _ - Ir+i�_ j� I•;II . I � � — � .�n •----- 11 . � _� � Ix,11 II! ALIGNMENT PLAN SCALE: 1" = 100'-0" 1 60 1 61 120 140 ori" 1 660012 SCALE: IN FEET FEDAID: — W CALL 48 HOURS �iBergerAB"BEFORE YOU DIG 333019th Avenue South, Suite 300Federal Way, 1-800-424-5555 (06) 431-23Ods Fax: (206) 3ngton 1220 0 No. SHEET NO. DRAWING NO. SHEETTITLE 1 GN -1 COVER SHEET 2 GN -2 ALIGNMENT PLAN AND SHEET INDEX 3 GN -3 CIVIL GENERAL NOTES 4 DM -1 SITE PREPARATION AND REMOVAL PLAN 5 RS -1 ROADWAY SECTIONS AND DETAIL 6 PP -1 PLAN PROFILE - SHEET 1 7 PP -2 PLAN PROFILE - SHEET 2 8 DR -1 STORM DRAINAGE LATERAL 9 GR -1 GRADING PLAN 10 PV -1 PAVING PLAN AND PARKING LOT LAYOUT 11 DT -1 MISCELLANEOUS DETAILS - SHEET 1 12 DT -2 MISCELLANEOUS DETAILS - SHEET 13 LD -1 PARTIAL LANDSCAPE PLAN - SHEET 1 14 LD -2 PARTIAL LANDSCAPE PLAN - SHEET 2 15 LD -3 LANDSCAPE LEGEND & DETAILS 16 LD -4 PARTIAL IRRIGATION PLAN - SHEET 1 17 LD -5 PARTIAL IRRIGATION PLAN - SHEET 2 18 LD -6 IRRIGATION LEGEND & DETAILS 19 CH -1 CHANNELIZATION PLAN 20 CH -2 CHANNELIZATION DETAILS - SHEET 1 21 CH -3 CHANNELIZATION DETAILS - SHEET 2 22 CH -4 CHANNELIZATION DETAILS - SHEET 3 z TS-1 TRAFFIC SIGNAL PLAN E-1 PARTIAL ELECTRICAL PLAN L24 E-2 PHOTOMETRIC PLAN E-3 CITY OF RENTON STANDARD DETAILS NOTES: 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983(91) 2. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 R-316302 IN CO PLIANCE WITH CITY OF RENTON STANDARDS BY: Date:ll-3-/if BY: Date: BY: Date: BY: Date: suxmca �: are wnrx xw ism mswm: As SHOWN PEDESTRIAN PATHWAYS AND PARKING 10/24/14 MEN JCR WEN. STH ST. IMPROVEMENTS sar �..�. o«E auwra t / �I "CX DATUM V�J� FIX i ALIGNMENT PLAN AND SHEET INDEX GN -2 REVISION BY DATE APPR wmvcrv"'COPDMGLY 2 2( n n z� �o I� S �Aa nz o �o m � n o z �D m � m m � n I I i - >; W I I N C) r 0 a 0o a o D $m z a n C71 c N z m m n n n z� �o I� S �Aa nz o �o m � n o �D m � w Z e a �,m >; W z C) I I I I I� S 0 o m � n o CDC Z e a �,m 17 lil►awl/l'iTG�1��►�y�►��l[�1��[I�� O `) aJ C PAVEMENT/GRADING NOTES C7 m s v a 1. ASPHALT PAVEMENT MATERIALS; CONFORM WITH WSDOT SPEC 5-04.2 O d m 3 z/� z 2. CONCRETE PAVEMENT MATERIALS; CONFORM WITH WSDOT SPEC 5-05.2 / V BORROW (GRAVEL) WITH RUBBER GASKETS, PUSH -ON TYPE, OR MECHANICAL JOINT. t n 3. ASPHALT PAVEMENT CONSTRUCTION; CONFORM WITH WSDDT SPEC 5-04.3 r Z 4. CONCRETE PAVEMENT CONSTRUCTION; CONFORM WITH WSDOT SPEC 5-05.3 O 9-03.14(3) 3. FITTINGS SHALL BE AWWA C110 OR C153, CEMENT LINED DUCTILE IRON, p_ CRUSHED SURFACING TOP COURSE 5. PAVEMENT JOINTS; CONFORM WITH WSDOT STD PLAN A-40.10-02 0 y zx 6. PROVIDE CONCRETE PAVEMENT ISOLATION JOINTS AROUND THE MANHOLE U o AND CATCH BASIN FRAMES; CONFORM WITH WSDOT STD PUN A-40.15-00 7. GRADE ADA ACCESSIBLE PARKING STALLS AND ACCESS AISLES AT A GRAVEL BASE 9-03.10 5. TRANSITION COUPLINGS SHALL HAVE PRESSURE RATINGS AT LEAST EQUAL MAXIMUM SLOPE OF 2.0% IN ALL DIRECTIONS GRAVEL BACKFILL FOR PIPE ZONE BEDDING TO PIPING PRESSURE RATING. o N & WATER SERVICE PIPING JOINTS SHALL MEET ANNA C600 AND ANNA MAT. 8. CONSTRUCTION GEOTEXTILE FOR SEPARATION; CONFORM WITH WSDOT STO N 7. FIRE SERVICE PIPING JOINTS SHALL MEET UL 194. SPEC 2-12 9-03.12(5) 8. GATE VALVE INSTALLATION SHALL COMPLY WITH AWWA C600 AND AWWA ul M44. 9. PROVIDE EXPANSION JOINTS PER WSDOT STD PLAN F30.10-03 DETAIL E. p1 9. INSTALL PIPING WITH 4 FEET (MIN.) OF COVER UNLESS OTHERWISE 10. COF SHALL MEET REQUIREMENTS OF WSDOT STD SPEC 2-09.3(1)E of INDICATED. Q 10. PROVIDE ALL PIPE DEFLECTIONS IN ACCORDANCE WITH PIPE lil►awl/l'iTG�1��►�y�►��l[�1��[I�� EARTHWORK NOTES 1. DO NOT COMMENCE EARTH MOVING OPERATIONS UNTIL TEMPORARY 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. O `) aJ C I. INSTALL FIRE SERVICE AND WATER SERVICE ONES IN ACCORDANCE WITH LL m s v a WSDOT STANDARD SPECIFICATION 7-09. ED d m 3 DC z 2. PIPE SHALL BE ANNA C151, CLASS 52 THICKNESS DUCTILE IRON PIPE ! BORROW (GRAVEL) WITH RUBBER GASKETS, PUSH -ON TYPE, OR MECHANICAL JOINT. t n BORROW (SELECT) 0 Z 3 'T 9-03.14(3) 3. FITTINGS SHALL BE AWWA C110 OR C153, CEMENT LINED DUCTILE IRON, p_ CRUSHED SURFACING TOP COURSE AND EITHER MECHANICAL JOINT OR FLANGED, AS INDICATED. 0 y zx CRUSHED SURFACING BASE COURSE U o 4. CASKETS SHALL BE AWWA C111, RUBBER. GRAVEL BASE 9-03.10 5. TRANSITION COUPLINGS SHALL HAVE PRESSURE RATINGS AT LEAST EQUAL I I GRAVEL BACKFILL FOR PIPE ZONE BEDDING TO PIPING PRESSURE RATING. o & WATER SERVICE PIPING JOINTS SHALL MEET ANNA C600 AND ANNA MAT. 9-03.12(4) 7. FIRE SERVICE PIPING JOINTS SHALL MEET UL 194. GRAVEL BACKFILL FOR DRYWELLS 9-03.12(5) 8. GATE VALVE INSTALLATION SHALL COMPLY WITH AWWA C600 AND AWWA M44. 9. INSTALL PIPING WITH 4 FEET (MIN.) OF COVER UNLESS OTHERWISE INDICATED. 10. PROVIDE ALL PIPE DEFLECTIONS IN ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS. 11. FIRE LINES SHALL BE DESIGNED BY A UCENSED FIRE PROTECTION ENGINEER. A SEPARATE, DETAILED PLAN SHALL BE APPROVED BY THE FIRE MARSHALL AND BOEING ARE DEPARTMENT AND INSTALLED BY A WASHINGTON CERTIFIED LEVEL "U" CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010. 12. WRAP ALL DUCTILE IRON PIPE AND ADJACENT VALVES AND FITTINGS WITH 8 MIL POLYETHYLENE CONFORMING TO AWWA C105. 13. FIRE HYDRANTS SHALL BE WATEROUS PACER HYDRANT, MODEL W867-250, U.L. AND F.M. APPROVED, DUCTILE IRON, 3 -WAY WITH 5 X PUMPER CONNECTION. HYDRANTS SHALL HAVE STORZ ADAPTER AND CAP INSTALLED. PIPING SHALL HAVE 4 FEET (MIN.) COVER. FURNISH EXTENSION KIT IF GREATER COVER IS NEEDED. FERGUSON ITEM AND DESCRIPTION AS FOLLOWS: HYDRANT DESCIPTION: 5-% WB67 UL/FM 4'OL L/A MJ WHITE HYDRANT NO.: SP-WB671AOI.PUL/FM STORZ ADAPTER AND CAP DESCRIPTION: 4-%X5 FNST STORZ ADPT W/CAP 14. PROVIDE 3 FEET (MIN.) HORIZONTAL CLEARANCE AROUND ALL BURIED AND 3 EXPOSED VALVES, ADC's, PlVs, AND VALVE ASSEMBLYS. M Z 15. PROVIDE 300 FEET (MAX.) SPACING BETWEEN ARE HYDRANTS. d1 16. INSTALL FOC's IN ACCORDANCE NTH CITY OF RENTON STANDARD DETAILS. 0 ry 17. RUSH MOUNTED POSITION INDICATOR VALVES SHALL BE VALCOM wl MODEL 179-LP6. EARTHWORK NOTES 1. DO NOT COMMENCE EARTH MOVING OPERATIONS UNTIL TEMPORARY 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. FEDAID: - CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 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. TRENCH NOTE 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. 11\1:1W7C►11�1, DO NOT CLOSE OR OBSTRUCT EXISTING TRAFFIC ROUTES WITHOUT PERMISSION FROM THE CITY. COORDINATE LOCATION AND TIMING OF ALL ROADWAY CLOSURES WITH THE CITY PRIOR TO PERFORMING WORK. TOPOGRAPHIC NOTE THE TOPOGRAPHICAL DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED IN PART BY OTHERS. BERGERABAM CANNOT ENSURE THE ACCURACY OF THAT INFORMATION AND IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS. OF - S ORMWATER NOTES �� 4 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH APPROVING AGENCY STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WS00T/APWA) AND AS AMENDED BY THE APPROVING AGENCY. 2. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO APPROVED PLANS ON FILE WITH BOEING AND THE APPROVING AGENCY. ANY SIGNIFICANT DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM BOEING, THE APPROVING AGENCY, AND THE 3. PRIORETO FINAL INSPECTION OF THE STORM DRAINAGE SYSTEMS, THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM. ALL ACCUMULATED MATERIAL SHALL BE REMOVED AT THE CLOSEST DOWNSTREAM MANHOLE. VELOCITY IN THE PIPE DURING FLUSHING SHALL BE AT LEAST 3 FPS. 4. PRECAST MANHOLE SECTIONS SHALL CONFORM TO ASTM C478. MANHOLES SHALL BE SET PLUMB TO LINE AND GRADE AND SHALL BE PLACED ON A FIRM BASE. 5. ALL STORM WATER STRUCTURES AND APPURTENENCES SHALL BE INSTALLED PER THE CITY OF RENTON STD PLANS WHERE APPLICABLE 6. C77ATT11TTTICH BASINS 11 SHALL BE IN ACCORDANCE WITH CITY OF RENTON STD PLANS 7. CfiltiliORASIFISOTYPE 2 SHALL BE IN ACCORDANCE WITH WSDOT STANDARD PLAN B-10.20-01. 8. ALL CATCH BASIN FRAMES SHALL BE IN ACCORDANCE WITH WSDOT STANDARD PLAN B-30.10-01. 9. ALL CATCH BASIN GRATES SHALL BE RECTANGULAR VANED GRATES IN ACCORDANCE WITH CITY OF RENTON STANDARD PLANS 204.20-204.30, UNLESS OTHERWISE INDICATED. 10. WHEN INDICATED, SOLID LIDS SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 204.10. 11. ALL STORMWATER CONVEYANCE PIPE SHALL BE FUSION -BUTT WELDED BLACK HDPE (PE 3408) PIPE (SDR 17 MIN.) PER WSDOT STD SPEC 9-05.23 UNLESS NOTED OTHERWISE. 12. ALL FOOTING DRAIN PIPE SHALL BE PERFORATED PVCSDR 35 ( ) UNDERDRAIN PIPE PER WSDOT STD SPEC 9-05.2(6) 13. USE DETECTABLE WARNING TAPE OVER PIPING. 14. INSTALL ON ALL CATCH BASINS CURB MARKERS, ULTRATECH INTERNATIONAL, THAT READ "NO DUMPING DRAINS TO WATERWAY". 15. CATCH BASINS CURRENTLY SHOWN WITH NUMBERING SCHEME PLACEHOLOER "NO. XXX". ACTUAL NUMBERING SCHEME TO BE PROVIDED BY BOEING. 16. FLAP VALVES FOR BACKWATER PREVENTION AND OIL CONTROL SHALL BE CAST IRON WITH HUB AND SPIGOT END SIZED ACCORDING TO THE CATCH BASIN OUTLET PIPE. VALVE SHALL HAVE A CAST IRON BODY WITH BRONZE HINGE PIN, FLAP RING AND SEAT RING. 17. DUCTILE IRON STORM PIPE SHALL BE CL 52 IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.13 PAVEMENT STRIPING NOTES 1. PAVEMENT MARKING SHALL BE PER WSDOT STANDARD SPECIFICATION SECTION 8-22. 2. LONGITUDINAL MARKINGS SHALL BE PER CITY OF RENTON STANDARD PLANS H001. J. TRAFFIC LETTER MARKINGS SHALL BE PER CITY OF RENTON STANDARD PLAN H009. 4. TRAFFIC ARROWS SHALL BE PER CITY OF RENTON STANDARD PLAN H008 AND H013. 5. RAIL CROSSING SYMBOL SHALL BE ALTERNATIVE SYMBOL PER WSOOT STANDARD PLAN M-11.10-01. 6. DETECTABLE WARNING PATTERN SHALL BE PER WSDOT STANDARD PLAN F-45.10-01 7. REFER TO CHANNELIZATION & SIGN PLANS FOR SIGN REMOVAL AND RELOCATION. 8. SELF-CONTAINED HYDROBLAST SHALL BE USED FOR THE REMOVAL OF ALL PAINT STRIPING, LETTERS, AND MARKINGS. 9. PAVEMENT MARKINGS WITHIN THE CITY OF RENTON PUBLIC RIGHT-OF-WAY SHALL CONFORM TO CITY OF RENTON STANDARDS. BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 NO. CITY OF RENTON EROSION CONTROL 1. BEFORE ANY PRIrEONSTRUCT10N MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. THE BOUNDARIES OF THE CLEARING UNITS 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 CONSTRUCTIO . DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPUCANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCT] N. 3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINLpD 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 �I FOR ON-SRE EROSION RAS 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 1`>"1NEW 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 I THE RECEIVING DRAINAGE SYSTEM. 6. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DA DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY IST 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 I, AND AT THE END OF EACH SHIFT. )I 7. 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. 8. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH SWEEP PREPARED FOR BOEING STORMWATER INDUSTRIAL PERMIT REQUIREMENTS. 9. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 10. 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. 11. 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. 12. 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. 13. 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. 14. 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. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED NTH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION AND ALL OTHER EROSION AND SEDIMENT CONTROL MEASURES, INCLUDING WHEEL WASH, AS REQUIRED. 5. CONSTRUCT SURFACE WATER CONTROLS SIMULTANEOUSLY WITH PAVEMENT DEMOLITION FOR PROJECT SITE. 6. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH THE SWPPP PREPARED FOR BOEING STORMWATER INDUSTRIAL PERMIT. 7. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SRE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CBY'S EROSION AND SEDIMENT CONTROL STANDARDS. 8. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 9. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABNZED AND BMPS REMOVED IF APPROPRIATE. STOCKPILED TOPSOIL NOTES 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN OCTOBER 1 AND APRIL 30. 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCKPILES MUST BE PREVENTED. 3. TOPSOIL SHALL NOT BE PLACED WHILE IN FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PIAN. REVISION BY DATE APPR 9 awm MEN JCR tlE xE . SPT EROSION CONTROL 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 NAY BALES, SILT FENCE OR ADDITIONAL FACILITES AS NECESSARY TO PROJECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES AND/OR STORM DRAINAGE SYSTEMS. 4. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON -SNE TO PREVENT DEBRIS, DUST AND MUD FROM ACCUMULATING ON THE PUBUC RIGHT-OF-WAY AND BOEING PROPERTY. 5. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE SITES 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 AN EROSION CONTROL CHECKLIST, CAREFULLY REVIEW, AND MAINTAIN ALL STORMWATER POLLUTION PREVENTION MEASURES DAILY. 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-SRE 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. CONTRACTOR SHALL PROVIDE A TEMPORARY WHEEL WASH AT THE DESIGNATED CONSTRUCTION ENTRANCE. ESC CONSTRUCTION SEQUENCE I. UPON COMPLETON OF THE PROJECT, STABILI�ANY REMAINING DISTURBED AREAS AND REMOVE BMPS (BEST MANAGEMENT PRACTICES) IF APPROPRIATE. 2.REMOVE TRAFFIC CONTROL AND REMNNINO 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 NTH 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. SIGN MOUNTING NOTES 1. ALL NEWLY INSTALLED AND RELOCATED SIGNS SHALL BE MOUNTED ON STEEL SIGN SUPPORTS PER CITY OF RENTON STANDARDS. 2. BARRIER MOUNT SIGN SUPPORTS SHALL BE PER CITY OF RENTON STD PLAN GOD9.2. LANDSCAPE & IRRIGATION REMOVAL 1. REMOVE LANDSCAPE AND IRRIGATION IN THESE AREAS COMPLETELY. 2. CAP OFF WATER UNES THAT SUPPLY WATER TO THIS AREA FROM ADJACENT LANDSCAPE BEDS. 3. ALL CONTROL VALVE WRING IN LANDSCAPE AREAS SHALL BE CUT AND TURES THAT ARE NOT BONG UTIUZED FOR IRRIGATION SHALL BE LABELED AS UNUSED, ROLLED UP, AND PLACED IN A SEPARATE VALVE BOX WITHIN LANDSCAPE AREA TO REMAIN. 4. UNUSED WIRES SHALL BE TRACKED BACK TO CONTROLLER, DISCONNECTED AND LABELED AS UNUSED WIRES IN THE CONTROLLER ENCLOSURE. 5. ENSURE THAT WRING TO THE EXISTING IRRIGATION TO REMAIN HAS NOT BEEN ALTERED. 6. LOCATION OF CAPPED IRRIGATION LINES AND WIRES SHALL BE MARKED ON THE PIANS AND PROVIDED TO BOEING MAINTENANCE FOR FUTURE REFERENCE. 7. ENSURE THAT THE ADJACENT EXISTING IRRIGATION SYSTEM IS OPERATIONAL PRIOR TO FINAL ACCEPTANCE. CONCRETE ALL CONCRETE SHALL CONFORM TO REQUIREMENTS IN THE WSDOT STANDARD SPECIFICATION SECTION 6-02 FOR 4000 PSI CONCRETE UNLESS SPECIFIED OTHERWISE. v[m� ww �9m AS SHOWNZtt1ILL. "� 1903/1991 DATUM iTILL bE If NOi IXIE INCX SVLE �T ADAPTER SKIRT - CB DRAINAGE GRATE (RECTANGLE GRATE SHOWN) CB INSERT, SEE NOTE 1 i 4 SEDIMENT ACCUMULATION DRAINAGE GRATE GRATE FRAME - SEDIMENT AND DEBRIS FILTERED WATER OVERFLOW (TO BYPASS PEAK FLOWS) BELOW INLET GRATE DEVICE SECTION RETRIEVAL STRAP SYSTEM (TYP.) GEOTEXTILE FABRIC TRIM OVERFLOW BYPASS BELOW INLET GRATE DEVICE 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 AND DISPOSE OF THE FILTERS AT END OF PROJECT AFTER STORM LINES HAVE BEEN CLEANED AND APPROVED BY THE BOEING CONSTRUCTION MANAGER. INLET PROTECTION SCALE: N.T.S. R-316303 IN Cq L6IPLIANCE WITH CITY OF RENTON V/ STANDARDS BY: Data: B Date: 3 4/ BY: Date: BY: Date: PEDESTRIAN PATHWAYS AND PARKING BOE/A/G® N. STH ST. IMPROVEMENTS CIVIL GENERAL NOTES 10/24/14 veaE Pil\Q�� O `) aJ C ALL AGGREGATES SHALL CONFORM TO THE FOLLOWING WSDOT STANDARD LL m s v a SPECIFICATIONS: � d m 3 DC z m ! BORROW (GRAVEL) 9-03.14(1) 0 n BORROW (SELECT) 9-03.14(2) Z 3 BORROW (COMMON) 9-03.14(3) h CRUSHED SURFACING TOP COURSE 9-03.9(3) M y zx CRUSHED SURFACING BASE COURSE 9-03.9(3) o o GRAVEL BASE 9-03.10 W I I GRAVEL BACKFILL FOR PIPE ZONE BEDDING 9-03.12(3) o GRAVEL BACKFILL FOR DRAINS 9-03.12(4) GRAVEL BACKFILL FOR DRYWELLS 9-03.12(5) FEDAID: - CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 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. TRENCH NOTE 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. 11\1:1W7C►11�1, DO NOT CLOSE OR OBSTRUCT EXISTING TRAFFIC ROUTES WITHOUT PERMISSION FROM THE CITY. COORDINATE LOCATION AND TIMING OF ALL ROADWAY CLOSURES WITH THE CITY PRIOR TO PERFORMING WORK. TOPOGRAPHIC NOTE THE TOPOGRAPHICAL DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED IN PART BY OTHERS. BERGERABAM CANNOT ENSURE THE ACCURACY OF THAT INFORMATION AND IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS. OF - S ORMWATER NOTES �� 4 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH APPROVING AGENCY STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WS00T/APWA) AND AS AMENDED BY THE APPROVING AGENCY. 2. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO APPROVED PLANS ON FILE WITH BOEING AND THE APPROVING AGENCY. ANY SIGNIFICANT DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM BOEING, THE APPROVING AGENCY, AND THE 3. PRIORETO FINAL INSPECTION OF THE STORM DRAINAGE SYSTEMS, THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM. ALL ACCUMULATED MATERIAL SHALL BE REMOVED AT THE CLOSEST DOWNSTREAM MANHOLE. VELOCITY IN THE PIPE DURING FLUSHING SHALL BE AT LEAST 3 FPS. 4. PRECAST MANHOLE SECTIONS SHALL CONFORM TO ASTM C478. MANHOLES SHALL BE SET PLUMB TO LINE AND GRADE AND SHALL BE PLACED ON A FIRM BASE. 5. ALL STORM WATER STRUCTURES AND APPURTENENCES SHALL BE INSTALLED PER THE CITY OF RENTON STD PLANS WHERE APPLICABLE 6. C77ATT11TTTICH BASINS 11 SHALL BE IN ACCORDANCE WITH CITY OF RENTON STD PLANS 7. CfiltiliORASIFISOTYPE 2 SHALL BE IN ACCORDANCE WITH WSDOT STANDARD PLAN B-10.20-01. 8. ALL CATCH BASIN FRAMES SHALL BE IN ACCORDANCE WITH WSDOT STANDARD PLAN B-30.10-01. 9. ALL CATCH BASIN GRATES SHALL BE RECTANGULAR VANED GRATES IN ACCORDANCE WITH CITY OF RENTON STANDARD PLANS 204.20-204.30, UNLESS OTHERWISE INDICATED. 10. WHEN INDICATED, SOLID LIDS SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 204.10. 11. ALL STORMWATER CONVEYANCE PIPE SHALL BE FUSION -BUTT WELDED BLACK HDPE (PE 3408) PIPE (SDR 17 MIN.) PER WSDOT STD SPEC 9-05.23 UNLESS NOTED OTHERWISE. 12. ALL FOOTING DRAIN PIPE SHALL BE PERFORATED PVCSDR 35 ( ) UNDERDRAIN PIPE PER WSDOT STD SPEC 9-05.2(6) 13. USE DETECTABLE WARNING TAPE OVER PIPING. 14. INSTALL ON ALL CATCH BASINS CURB MARKERS, ULTRATECH INTERNATIONAL, THAT READ "NO DUMPING DRAINS TO WATERWAY". 15. CATCH BASINS CURRENTLY SHOWN WITH NUMBERING SCHEME PLACEHOLOER "NO. XXX". ACTUAL NUMBERING SCHEME TO BE PROVIDED BY BOEING. 16. FLAP VALVES FOR BACKWATER PREVENTION AND OIL CONTROL SHALL BE CAST IRON WITH HUB AND SPIGOT END SIZED ACCORDING TO THE CATCH BASIN OUTLET PIPE. VALVE SHALL HAVE A CAST IRON BODY WITH BRONZE HINGE PIN, FLAP RING AND SEAT RING. 17. DUCTILE IRON STORM PIPE SHALL BE CL 52 IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.13 PAVEMENT STRIPING NOTES 1. PAVEMENT MARKING SHALL BE PER WSDOT STANDARD SPECIFICATION SECTION 8-22. 2. LONGITUDINAL MARKINGS SHALL BE PER CITY OF RENTON STANDARD PLANS H001. J. TRAFFIC LETTER MARKINGS SHALL BE PER CITY OF RENTON STANDARD PLAN H009. 4. TRAFFIC ARROWS SHALL BE PER CITY OF RENTON STANDARD PLAN H008 AND H013. 5. RAIL CROSSING SYMBOL SHALL BE ALTERNATIVE SYMBOL PER WSOOT STANDARD PLAN M-11.10-01. 6. DETECTABLE WARNING PATTERN SHALL BE PER WSDOT STANDARD PLAN F-45.10-01 7. REFER TO CHANNELIZATION & SIGN PLANS FOR SIGN REMOVAL AND RELOCATION. 8. SELF-CONTAINED HYDROBLAST SHALL BE USED FOR THE REMOVAL OF ALL PAINT STRIPING, LETTERS, AND MARKINGS. 9. PAVEMENT MARKINGS WITHIN THE CITY OF RENTON PUBLIC RIGHT-OF-WAY SHALL CONFORM TO CITY OF RENTON STANDARDS. BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 NO. CITY OF RENTON EROSION CONTROL 1. BEFORE ANY PRIrEONSTRUCT10N MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. THE BOUNDARIES OF THE CLEARING UNITS 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 CONSTRUCTIO . DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPUCANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCT] N. 3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINLpD 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 �I FOR ON-SRE EROSION RAS 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 1`>"1NEW 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 I THE RECEIVING DRAINAGE SYSTEM. 6. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DA DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY IST 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 I, AND AT THE END OF EACH SHIFT. )I 7. 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. 8. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH SWEEP PREPARED FOR BOEING STORMWATER INDUSTRIAL PERMIT REQUIREMENTS. 9. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 10. 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. 11. 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. 12. 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. 13. 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. 14. 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. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED NTH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION AND ALL OTHER EROSION AND SEDIMENT CONTROL MEASURES, INCLUDING WHEEL WASH, AS REQUIRED. 5. CONSTRUCT SURFACE WATER CONTROLS SIMULTANEOUSLY WITH PAVEMENT DEMOLITION FOR PROJECT SITE. 6. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH THE SWPPP PREPARED FOR BOEING STORMWATER INDUSTRIAL PERMIT. 7. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SRE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CBY'S EROSION AND SEDIMENT CONTROL STANDARDS. 8. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 9. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABNZED AND BMPS REMOVED IF APPROPRIATE. STOCKPILED TOPSOIL NOTES 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN OCTOBER 1 AND APRIL 30. 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCKPILES MUST BE PREVENTED. 3. TOPSOIL SHALL NOT BE PLACED WHILE IN FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PIAN. REVISION BY DATE APPR 9 awm MEN JCR tlE xE . SPT EROSION CONTROL 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 NAY BALES, SILT FENCE OR ADDITIONAL FACILITES AS NECESSARY TO PROJECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES AND/OR STORM DRAINAGE SYSTEMS. 4. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON -SNE TO PREVENT DEBRIS, DUST AND MUD FROM ACCUMULATING ON THE PUBUC RIGHT-OF-WAY AND BOEING PROPERTY. 5. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE SITES 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 AN EROSION CONTROL CHECKLIST, CAREFULLY REVIEW, AND MAINTAIN ALL STORMWATER POLLUTION PREVENTION MEASURES DAILY. 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-SRE 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. CONTRACTOR SHALL PROVIDE A TEMPORARY WHEEL WASH AT THE DESIGNATED CONSTRUCTION ENTRANCE. ESC CONSTRUCTION SEQUENCE I. UPON COMPLETON OF THE PROJECT, STABILI�ANY REMAINING DISTURBED AREAS AND REMOVE BMPS (BEST MANAGEMENT PRACTICES) IF APPROPRIATE. 2.REMOVE TRAFFIC CONTROL AND REMNNINO 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 NTH 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. SIGN MOUNTING NOTES 1. ALL NEWLY INSTALLED AND RELOCATED SIGNS SHALL BE MOUNTED ON STEEL SIGN SUPPORTS PER CITY OF RENTON STANDARDS. 2. BARRIER MOUNT SIGN SUPPORTS SHALL BE PER CITY OF RENTON STD PLAN GOD9.2. LANDSCAPE & IRRIGATION REMOVAL 1. REMOVE LANDSCAPE AND IRRIGATION IN THESE AREAS COMPLETELY. 2. CAP OFF WATER UNES THAT SUPPLY WATER TO THIS AREA FROM ADJACENT LANDSCAPE BEDS. 3. ALL CONTROL VALVE WRING IN LANDSCAPE AREAS SHALL BE CUT AND TURES THAT ARE NOT BONG UTIUZED FOR IRRIGATION SHALL BE LABELED AS UNUSED, ROLLED UP, AND PLACED IN A SEPARATE VALVE BOX WITHIN LANDSCAPE AREA TO REMAIN. 4. UNUSED WIRES SHALL BE TRACKED BACK TO CONTROLLER, DISCONNECTED AND LABELED AS UNUSED WIRES IN THE CONTROLLER ENCLOSURE. 5. ENSURE THAT WRING TO THE EXISTING IRRIGATION TO REMAIN HAS NOT BEEN ALTERED. 6. LOCATION OF CAPPED IRRIGATION LINES AND WIRES SHALL BE MARKED ON THE PIANS AND PROVIDED TO BOEING MAINTENANCE FOR FUTURE REFERENCE. 7. ENSURE THAT THE ADJACENT EXISTING IRRIGATION SYSTEM IS OPERATIONAL PRIOR TO FINAL ACCEPTANCE. CONCRETE ALL CONCRETE SHALL CONFORM TO REQUIREMENTS IN THE WSDOT STANDARD SPECIFICATION SECTION 6-02 FOR 4000 PSI CONCRETE UNLESS SPECIFIED OTHERWISE. v[m� ww �9m AS SHOWNZtt1ILL. "� 1903/1991 DATUM iTILL bE If NOi IXIE INCX SVLE �T ADAPTER SKIRT - CB DRAINAGE GRATE (RECTANGLE GRATE SHOWN) CB INSERT, SEE NOTE 1 i 4 SEDIMENT ACCUMULATION DRAINAGE GRATE GRATE FRAME - SEDIMENT AND DEBRIS FILTERED WATER OVERFLOW (TO BYPASS PEAK FLOWS) BELOW INLET GRATE DEVICE SECTION RETRIEVAL STRAP SYSTEM (TYP.) GEOTEXTILE FABRIC TRIM OVERFLOW BYPASS BELOW INLET GRATE DEVICE 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 AND DISPOSE OF THE FILTERS AT END OF PROJECT AFTER STORM LINES HAVE BEEN CLEANED AND APPROVED BY THE BOEING CONSTRUCTION MANAGER. INLET PROTECTION SCALE: N.T.S. R-316303 IN Cq L6IPLIANCE WITH CITY OF RENTON V/ STANDARDS BY: Data: B Date: 3 4/ BY: Date: BY: Date: PEDESTRIAN PATHWAYS AND PARKING BOE/A/G® N. STH ST. IMPROVEMENTS CIVIL GENERAL NOTES 10/24/14 veaE Pil\Q�� I I I I O `) aJ C 0 C m s v a � a m 3 DC z m ! � Im 0 0 n I I I I O `) aJ C I o a m F DC aF C G ! z s z 0 q a So Z 3 C a W m h Om'C 3 m y zx m m m o n W ( i O `) aJ C y a z� u CDC G 2 z s w i �z a So j O w a h Om'C y zx Hj V\ F W I I z C) I� a D o B o me � CDC G m z A P -Ica cP acP T ucP 1 ucP= i. - _ CONSTRUCTION "B" LINE t. .. STS STS - SIS - Sls- STA 594+50 3)_ STA 594+50.4 21.3 RT) -V-_ 1�.'. 74.2 RT SAW s • �r -i -, SS - 2142 EX T ROW 60 STRU T R E 1 J8258 1 1 10" CAPPED PIPE (N) 24" RCP (W) I.E. = 8.19 4"RCP(E)L.=8.11 DIP(N) LE = 9. 2 STA 595+58.7 1-JI, �¢� ADDER ON (SW40.4 RT -,r . ALL T I, I ,. RCS STS ( �- 0.0 STA 594 23.7 RT .r"STS SIBS 57 S STS STS 12" S STS STS - STSRC STSCP STS STS S N J STA 596+40.9 596+00 3 14.0 RT 10 6 ss7+oo SAWCUT .10p I_�....�. 12"RC lam' )0255 I�I�Iiillilil�l��ll�ll I- -iii �- A- LEGEND ® ASPHALT PAVEMENT REMOVAL LANDSCAPE REMOVAL ® CONCRETE PAVEMENT REMOVAL ASPHALT PLANING LIMITS REMOVE CHANILIZATION GENERAL NOTES m 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983(91) VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929. 3 "' 2. SEE CHANNELIZATION DETAIL PLANS FOR DIMENSIONS AND HORIZONTAL CONTROL. 3. PROVIDE INLET PROTECTION AT ALL EXISTING AND PROPOSED DRAINAGE COLLECTING STRUCTURES DOWNSTREAM OF d o CONTRACTOR'S WORK AREA CATCH BASIN INSERTS SHALL BE LL REMOVED UPON COMPLETION OF CONSTRUCTION ACTIVITIES. 01 I4. SEE ELECTRICAL PLANS FOR ALL ELECTRICAL ITEMS I FEDAID: - CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 J L�_I�_ CONSTRUCTION NOTES REMOVE TREE REMOVE FENCE REMOVE AND RELOCATE SIGN ® REMOVE PARKING STALLS PROTECT EXISTING CURB TO REMAIN © REMOVE ASPHALT PAVEMENT AND CURB REMOVE LANDSCAPING ® REMOVE CONCRETE SIDEWALK PLANE ASPHALT 2" FOR OVERLAY SAWCUT EXISTING PAVEMENT 11 REMOVE EXISTING LUMINAIRE AND PROVIDE TO BOEING FOR SALVAGE T �\ 6.1 11 9 �I 8 48 CIA2 STRUCTURE 2 STA 549.3 RT TYP �// TYPE 2 #47462 SAWCUT LINE �\, V 24 R P (E) IS 7.92 _ as P (u I E 8.p2 6 � .t V 07' �� \ \ �/ 17 � CA P D PSR (NW`� � L I I/ PARKING LOT 8 r� PAVED PA f KING I\7X ? 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In ,0y Z W C)� 9 ; m o I� z� v m IN o a ➢o m 3 � o GP SGP UGP UGP m Im m � � G of 1 o C m� 3 N= I W m I n i I - m iC._ TA 597+33.8 - - -- 0.0 LT STS ---�-- STS STS STS. STS 12 RCP S, S - STS. - 575 STS - S I STS / 598+00 _i 599+00 STA 597+25.0 -10 - ' 30.8 RT -- -- -� STA 597+33.8 24" RCP 4STS �--- - -QTS � -_ - STS "S _---_ STS STS _- S:I-1; STS - -STs Sl 30.8 RT 36" CPP i i STA 597+34.2 1 - [ 39.5 RT - -- - v -- 1 - � STA 599+02.3 33.9 RT /`• �:,. _ -I T �\ 6.1 11 9 �I 8 48 CIA2 STRUCTURE 2 STA 549.3 RT TYP �// TYPE 2 #47462 SAWCUT LINE �\, V 24 R P (E) IS 7.92 _ as P (u I E 8.p2 6 � .t V 07' �� \ \ �/ 17 � CA P D PSR (NW`� � L I I/ PARKING LOT 8 r� PAVED PA f KING I\7X ? ( I t BRUSH %p J -UGP IJGP Z�J T TiI 1CIN1 -- 111171✓E: (Tw *.L- rNears) - GOR TrtelleFl R.>EiT0�1p1) r4Aas �'�� '� ORDIU%r AJCQ mss/ A B C D E F C H Jt K L 011- C12 - -i-- - I R=376304 C15 .� fv; c1n l I _-- IN C�IAPLIANCE WITH CITY OF RENTON STANDARDS BY: f• fries Date: BY: Date: BY: Date: BY: Date: cis C19 C21) I - -- - j- N r C21 C221 - C25 - 1 N C27 C28 - C29 20' 10' 0 20' 40'C3O 1-7- SCALE SCALE IN FEET SEN r. T CQ� lli�l�-DO554�- su� �w o- PEDESTRIAN PATHWAYS AND PARKING 10/24/14 BergerABAM v AS SHOWN BOE/N6 MEN ® N. STH ST. IMPROVEMENTS wuwr� ¢' JCR uwow w I WE 33301 9th Avenue South, Suite 300 �Eo-. .. NLL"` DATUM DM -1 Federal Way, Washington 98003-2600 `Ssp1'AL �� SRT IF WT NE INC SITE PREPARATION AND REMOVAL PLAN (206) 431-2300 Fax: (206) 431-2250 /E`/ NO. REVISION BY DATE APPR ^"P" o- �' my 4 a 21 CTS; --72. In ,0y Z W C)� 9 ; m o I� z� v m IN o a ➢o m 3 � o w � > z � v� m Im m � � G I W C)� I� z� u IN o a ➢o m 3 � o w � > 1 � v� z� CDC m � y oy�i G of 1 o C m� 3 N= I W m I n i I - m I W C)� IT z� u IN o m ao w � > 1 N z� Z a y oy�i O of 1 w +D Nz I W n I I I I IT o m ao D N Z m Z � O a 0 � 0 o C m D z � O a 0 � 0 o C m v z S . Ell O 50 40 30 20 6 10 lL '.I V ;LTi F 1�c C21. O ar m w / 4 - - , X 0 0 3 c 0 Y 0 /—EXIST ROW PLAN -_JGP ..rte. AGF e 0 593+40 N EV O 0 r v FEDAID: 5 - CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 J 594+00 0i BergerABAM 33301 9th Avenue South, Suite 300 Fede21 Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 NO. 595+00 DRAINAGE REVISION PROFILE SCALE: 1'=20'(HORIZ), 1'=10'(VERT) REVISION 1 596+00'� 10� ° 1 597+00 SEE SHEET DR -1 ADAM 11.20A41 1zrerFR1. FE901ED: AS SHOWN MEN F WN: JCR pIFC%ER •T ( E ll SPT IF DDT DDE �� BY DATE APPR �^ �"F'u0P0ixGLY LEGEND N NEW CEMENT CONCRETE SIDEWALK ® NEW ASPHALT PAVEMENT OLANDSCAPING AREA GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983(91) VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929. 2. SEE CHANNELIZATION DETAIL PLANS FOR DIMENSIONS AND HORIZONTAL CONTROL. 3. PROVIDE INLET PROTECTION AT ALL EXISTING AND PROPOSED DRAINAGE COLLECTING STRUCTURES DOWNSTREAM OF CONTRACTOR'S WORK AREA. CATCH BASIN INSERTS SHALL BE REMOVED UPON COMPLETION OF CONSTRUCTION ACTIVITIES. 4. SEE ELECTRICAL PLANS FOR ALL ELECTRICAL ITEMS CONSTRUCTION NOTES C> CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER DETAIL DT -1 CONSTRUCT CEMENT CONCRETE SIDEWALK PER DETAIL DT -1 3� CONSTRUCT 4' INDUSTRIAL BLACK VINYL COATED CHAIN LINK FENCE PER DETAIL DT -1 �i ® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB ! \ PER DETAIL DT -1 CONSTRUCT ASPHALT PAVEMENT PER( -1 D DRAINAGE NOTES PROVIDE TYPE 3 MANHOLE PER WSDOT STANDARD PLAN B-15-60.01. PROVIDE 12" HDPE CONVEYANCE PIPE AT LENGTH & SLOPE bo MN NS. 1 NATION INLET TYPE CATCH BASI ER CITYNDARD DETAILS . . ADDD 'DO NOT DUMP" STENCIL - WELD ORRE ID NTO LI ®PROTECT EXISTING UTILITY APPURTENANCES. ADJUST TO FINIS D GRADE AS REQUIRED R,yEiLLOCCATE CSE�OV2 L jK VAAULLT TONT- ER STTm • 'Vp,�• VA ' ©GRJgqTET TH/SQLID/L(CCI'T GSNIDTPEECS}EGD,'fs` 1h ./RrCE v ADA D IL 2664. O N 2 1 QF 7bN/ OFFSET/ADJUST GRATE LOCATION TO BE WITHIN THE GUTTER PAN 50 ® PROVIDE TYPE 2 CATCH BASIN PER CITY OF RENTON STANDARD PLAN 201.00. ADD FISH DECAL AND "DO NOT DUMP" STENCIL - WELD OR STAMP STRUCTURE ID ONTO LID. 40 A B C 0 E F C H CIO C1730 �\ti . . . . . . . C13 R=376306 C15 Cie, -i-'+- _ 20 C171 C 10 597+50 IN COMPLIANCE WITH CITY OF RENTON XSyANDARDS BY: Date:(�•i•/�i BY: Date: BY: Date: BY: Date: C18 C2) '.I V ;LTi F 1�c C21. O ar m i / 4 - - , X n 0 3 c 0 Y z 3 Y � m ffi m n MH 101 EX MH 59735 CB 102 CB Type 2 -60" EX SDMH 96504 CB TYPE 2 - 48" "B" MH TYPE 3 - 60" STA "B" 596+08.00 CB TYPE 2 - 48" STA "B" 597+35.49 STA "B" 594+00.00 Q STA 595+27.85 ' 14.42' RT 14.10' RT 14.00' RT IM 25.00 RIM 25.75 RIM 23.87 EXISTING "B" GROUND RIM 24.61 IE 16.06 IF 16.05 (24" W) IE 15.55 (24" E) ® � LINE IF 75.96 (24" W) IF 17.00 (12" S) IE 16.05 (24" E) I 15.55 (24" W) E- IE 16.06 (24" E) IE 16.06 (24" E) -- r ii — - - - - - - - - - - - - - - - - - - - 128 LF 24" R EX RCP 80 LF 24 EX RCP 127 LF 24 EX CP- -__ -- - ----- - - _ --__ �- --- - -- --------�- ------- --- _-- — — — — — — — — — — — — — — — — — _ — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --� r — - ---- ------- _ S-0. < 2% L J 5=0.009, 1 CB PE 2 - 48" e 5-0.007 L J W C MBI ATI N L 96+1 .00 Q 37.82' RT RIM 24.42 e 0 593+40 N EV O 0 r v FEDAID: 5 - CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 J 594+00 0i BergerABAM 33301 9th Avenue South, Suite 300 Fede21 Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 NO. 595+00 DRAINAGE REVISION PROFILE SCALE: 1'=20'(HORIZ), 1'=10'(VERT) REVISION 1 596+00'� 10� ° 1 597+00 SEE SHEET DR -1 ADAM 11.20A41 1zrerFR1. FE901ED: AS SHOWN MEN F WN: JCR pIFC%ER •T ( E ll SPT IF DDT DDE �� BY DATE APPR �^ �"F'u0P0ixGLY LEGEND N NEW CEMENT CONCRETE SIDEWALK ® NEW ASPHALT PAVEMENT OLANDSCAPING AREA GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983(91) VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929. 2. SEE CHANNELIZATION DETAIL PLANS FOR DIMENSIONS AND HORIZONTAL CONTROL. 3. PROVIDE INLET PROTECTION AT ALL EXISTING AND PROPOSED DRAINAGE COLLECTING STRUCTURES DOWNSTREAM OF CONTRACTOR'S WORK AREA. CATCH BASIN INSERTS SHALL BE REMOVED UPON COMPLETION OF CONSTRUCTION ACTIVITIES. 4. SEE ELECTRICAL PLANS FOR ALL ELECTRICAL ITEMS CONSTRUCTION NOTES C> CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER DETAIL DT -1 CONSTRUCT CEMENT CONCRETE SIDEWALK PER DETAIL DT -1 3� CONSTRUCT 4' INDUSTRIAL BLACK VINYL COATED CHAIN LINK FENCE PER DETAIL DT -1 �i ® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB ! \ PER DETAIL DT -1 CONSTRUCT ASPHALT PAVEMENT PER( -1 D DRAINAGE NOTES PROVIDE TYPE 3 MANHOLE PER WSDOT STANDARD PLAN B-15-60.01. PROVIDE 12" HDPE CONVEYANCE PIPE AT LENGTH & SLOPE bo MN NS. 1 NATION INLET TYPE CATCH BASI ER CITYNDARD DETAILS . . ADDD 'DO NOT DUMP" STENCIL - WELD ORRE ID NTO LI ®PROTECT EXISTING UTILITY APPURTENANCES. ADJUST TO FINIS D GRADE AS REQUIRED R,yEiLLOCCATE CSE�OV2 L jK VAAULLT TONT- ER STTm • 'Vp,�• VA ' ©GRJgqTET TH/SQLID/L(CCI'T GSNIDTPEECS}EGD,'fs` 1h ./RrCE v ADA D IL 2664. O N 2 1 QF 7bN/ OFFSET/ADJUST GRATE LOCATION TO BE WITHIN THE GUTTER PAN 50 ® PROVIDE TYPE 2 CATCH BASIN PER CITY OF RENTON STANDARD PLAN 201.00. ADD FISH DECAL AND "DO NOT DUMP" STENCIL - WELD OR STAMP STRUCTURE ID ONTO LID. 40 A B C 0 E F C H CIO C1730 �\ti . . . . . . . C13 R=376306 C15 Cie, -i-'+- _ 20 C171 C 10 597+50 IN COMPLIANCE WITH CITY OF RENTON XSyANDARDS BY: Date:(�•i•/�i BY: Date: BY: Date: BY: Date: C18 C2) '.I V ;LTi F 1�c C21. O ar m i ' I C24 C25 _ - N C26 C27 C28 On 20' 10' 0 20' 40'm SCALE IN FEET "° /I DPoMw �R, PEDESTRIAN PATHWAYS AND PARKING s�„�, BOE/NG® N. 6TH ST. IMPROVEMENTS DATUM PLAN PROFILE - SHEET 1 3-7 & 30 i K L 10/24/14 PP -1 6 26 n 0 u O u= m ;o m yD N < Z LY/ n 0 n 9 u O D m ;o a yD N < Z LY/ o � Z 0 3 c 0 Y z 3 Y � m ffi m n P n z� u O w � � m �o nz D i L R> x 0 3 c 0 Y z Y � w z n 8 O a m D Fyo� u, x Z N O �I CD v Z a) N tr p A 0 LL EXIST ROW GP UGP UGP UGP'' V I.. UGP o — -- -- — —) `--- \-- -- ti CONSTRUCTION "B" LINE 2" RCP STS STS S S STS — — SfS — - _.— STS -- STS ---STS STS n LO N 6TH ST -f- 598+00 A 599+00 L LO 24' RCP TS STS- STS SAC! S -- -SPS -_( ,' STS - STS STS - STS Sin a ___ 'TYP- Au- tis- - -- -- STA 599+02.5 L.7VE An \ 38.8 RT Z Q Acop7G/m F-90-10joEt V MATCH EXISTING . ....... ...Ilk I- " --------- 50 40 30 20 I I PLAN 597+50 FEDAID: - CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 598+00 BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 599+00 PROFILE SCALE: 1'=20'(HORIZ), 1'=10'(VERT) (B-LINE�l.4�_ P. T. NO. REVISION 50 40 30 20 10 600+00 STS STS STS — T W �? Q 2 jI LEGEND r NEW CEMENT CONCRETE SIDEWALK ® NEW ASPHALT PAVEMENT O LANDSCAPING AREA GENERAL NOTES 1, HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983(91) VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929- 2. SEE CHANNELIZATION DETAIL PLANS FOR DIMENSIONS AND HORIZONTAL CONTROL 3. PROVIDE INLET PROTECTION AT ALL EXISTING AND PROPOSED DRAINAGE COLLECTING STRUCTURES DOWNSTREAM OF CONTRACTOR'S WORK AREA. CATCH BASIN INSERTS SHALL BE REMOVED UPON COMPLETION OF CONSTRUCTION ACTIVTIES. 4. SEE ELECTRICAL PLANS FOR ALL ELECTRICAL ITEMS W CONSTRUCTION NOTES CONSTRUCT CEMENT CONCRETE SIDEWALK PER DETAIL DT -1 CONSTRUCT 4' INDUSTRIAL BLACK VINYL COATED CHAIN LINK FENCE PER DETAIL DT -1 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB/ \ PER DETAIL ! ! DT -1 DRAINAGE NOTES PROTECT EXISTING STRUCTURE A B C 0 EE FFy G H J K L C11 C12 R=376307 C1B C17 C18 IN CpfMPLIANCE WITH CITY OF RENTON STANDARDS BY: Vt Date: it 3 -/�f BY: Date: BY: Date: BY: Date: C19 C20 C21 Cit C23 C24 C25 C26 y Fi EX MH 59833 a rn y 1�1 w a a v n> m -_nl na T m ao �O{ MH TYPE 3 - 48" Ra � w vm n x STA "B" 598+33.43 ME N 14.26' RT RIM 26.93 EXISTING GROUND IE 16.48 (24" W) ®CE "B" LINE IE 16.58 (36" E) ---------- I I 168 LF 36" EX COR CPP 98 LF 24 LX RCP_ — ----- S=-0.44% --a-- -0.44% ---- --- L — — — — — — — — - - - - - -- _— --- ----- 597+50 FEDAID: - CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 598+00 BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 599+00 PROFILE SCALE: 1'=20'(HORIZ), 1'=10'(VERT) (B-LINE�l.4�_ P. T. NO. REVISION 50 40 30 20 10 600+00 STS STS STS — T W �? Q 2 jI LEGEND r NEW CEMENT CONCRETE SIDEWALK ® NEW ASPHALT PAVEMENT O LANDSCAPING AREA GENERAL NOTES 1, HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983(91) VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929- 2. SEE CHANNELIZATION DETAIL PLANS FOR DIMENSIONS AND HORIZONTAL CONTROL 3. PROVIDE INLET PROTECTION AT ALL EXISTING AND PROPOSED DRAINAGE COLLECTING STRUCTURES DOWNSTREAM OF CONTRACTOR'S WORK AREA. CATCH BASIN INSERTS SHALL BE REMOVED UPON COMPLETION OF CONSTRUCTION ACTIVTIES. 4. SEE ELECTRICAL PLANS FOR ALL ELECTRICAL ITEMS W CONSTRUCTION NOTES CONSTRUCT CEMENT CONCRETE SIDEWALK PER DETAIL DT -1 CONSTRUCT 4' INDUSTRIAL BLACK VINYL COATED CHAIN LINK FENCE PER DETAIL DT -1 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB/ \ PER DETAIL ! ! DT -1 DRAINAGE NOTES PROTECT EXISTING STRUCTURE A B C 0 EE FFy G H J K L C11 C12 R=376307 C1B C17 C18 IN CpfMPLIANCE WITH CITY OF RENTON STANDARDS BY: Vt Date: it 3 -/�f BY: Date: BY: Date: BY: Date: C19 C20 C21 Cit C23 C24 C25 C26 C27 ur C28 �' C29 20 10 0 20 40'00 SCALE IN FEET C.�e u�i�F-ooss9� Sums ' scar, u+iE'. vmncu: ww �Sm KS tr. As SHOWN PEDESTRIAN PATHWAYS AND PARKING 10/24/14 MEN N. 6TH ST. IMPROVEMENTS JCR " DATUM SPT .i"" PLAN PROFILE -SHEET 2 PP -2 If Iqi q1E ING1 BY DATE APPR "'°"giro- ""`�r *� ': 7 2( I W z' n y Fi M a rn y 1�1 w a a v n> m -_nl na T m ao �O{ 9 m Ra � w vm n x ME N C27 ur C28 �' C29 20 10 0 20 40'00 SCALE IN FEET C.�e u�i�F-ooss9� Sums ' scar, u+iE'. vmncu: ww �Sm KS tr. As SHOWN PEDESTRIAN PATHWAYS AND PARKING 10/24/14 MEN N. 6TH ST. IMPROVEMENTS JCR " DATUM SPT .i"" PLAN PROFILE -SHEET 2 PP -2 If Iqi q1E ING1 BY DATE APPR "'°"giro- ""`�r *� ': 7 2( I W z' n y z� I� a rn y 1�1 w a a v n> m -_nl na T m ao �O{ 9 m Ra � w z n I I I I I� na m ao D 9 m 4 Q n a n C 'm 3 i waa nz O no a� 0 'z m � p n �w Q n a n z� � i waa nz O no a� 0 no C D C w C DN �w a z C) G a�z�9 �2 z � C n m uz m z n Q n a n z� nD i waa nz oo d m rl 46 a� 0 O 0o �3N w j 'a �w a. z C) N nD O 0 O 0o D �c mN a. L)�z "B" S STA 129 O RK POINT 61 WORK REFERENCE POINT �) SCALE: NTS a d d FEDAID U CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 J 0) BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 W LEGEND PROPOSED CONTOURS 0.5' INCREMENTS PROPOSED CONTOURS 0.1' INCREMENTS EXISTING CONTOURS 0.5' INCREMENTS GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983(91 VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929. 2. STATIONING, OFFSETS, AND ELEVATIONS ARE TO THE WORK POINT. CONTRACTOR SHALL VERIFY ALL EUVATIONS PRIOR TO CONSTRUCTION. 3. FINAL LIFT OF ASPHALT SHALL BE PLACED AT ONE TIME NEAR THE COMPLETION OF THE PROJECT. A 8 C D C10 u: xev.0 C11 — C12 !�� IF R -376309 C15' �L7 CIO C17 -I, - C1a — IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: 12.340 BY: Date: BY: Date: BY: Date: CIO CIC L..TI__ (21I C23 C24 - - C25 C26 C27 C28 20' 10' 0 20' 40'C5O SCALE IN FEET DRAINAGE REVISION ARAM 11.20.14 wamEo: swr, AS SHOWN PEDESTRIAN PATHWAYS AND PARKING xaezoxrw xw isa�/ass, CESGxE0. MEN N. 6TH ST. IMPROVEMENTS JCR BOE/A/Ls r �u DATUM ac ixw SPTif WT WE Eu GRADING PLAN ixtx NO. REVISION BY DATE APPR "P°PO�O tt"F'uORpiL`� CD: (L-376306! kww,,0 >/3 bV H J K L [4] 10/24/14 GR -1 n z� n a O N3 > � w 3 D D go TO m L CDC n a n z� B 5 O a� > � w 3 D D go TO m L CDC y a w z n a z (7] Z vm m 0 0 V C] C) z� u 5 y V > � w 3 D �c0> TO m W D a w z n n 5 D TO m .0 O D N y Z N Z N d 9 5 z 00 T a I I I L I I i 1!!�iI�IIIIIII(111!il�/� I of LEGEND a N I NEW CEMENT CONCRETE SIDEWALK i l �� NEW ASPHALT PAVEMENT oI 0E NEW PLANTER STRIP GENERAL NOTES U g 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983(91) VERTICAL o DATUM: NATIONAL GEODETIC VERTICAL DATUM 7929. 3 2. PROVIDE INLET PROTECTION AT ALL EXISTING AND PROPOSED DRAINAGE COLLECTING STRUCTURES DOWNSTREAM OF 7 CONTRACTOR'S WORK AREA. CATCH BASIN INSERTS SHALL BE REMOVED UPON COMPLETION OF CONSTRUCTION ACTIVITIES. d 3. SEE ELECTRICAL PLANS FOR ALL ELECTRICAL ITEMS a LL sl CONSTRUCTION/DEMOLITION NOTES 2 a i PROVIDE 60' STALL STRIPING w N= 0 Q v z 0211 PROVIDE WHITE GORE STRIPING —_ CD 3 N O PROVIDE PEDESTRIAN LANE STRIPING N Z®PROVIDE —i r 1S TRAFFIC ARROW I •, - V+ C251~ I .0 u a I I I L I I i 1!!�iI�IIIIIII(111!il�/� I of LEGEND a N I NEW CEMENT CONCRETE SIDEWALK i l �� NEW ASPHALT PAVEMENT oI 0E NEW PLANTER STRIP GENERAL NOTES U g 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983(91) VERTICAL o DATUM: NATIONAL GEODETIC VERTICAL DATUM 7929. 3 2. PROVIDE INLET PROTECTION AT ALL EXISTING AND PROPOSED DRAINAGE COLLECTING STRUCTURES DOWNSTREAM OF 7 CONTRACTOR'S WORK AREA. CATCH BASIN INSERTS SHALL BE REMOVED UPON COMPLETION OF CONSTRUCTION ACTIVITIES. d 3. SEE ELECTRICAL PLANS FOR ALL ELECTRICAL ITEMS a LL sl CONSTRUCTION/DEMOLITION NOTES 2 a c C PROVIDE 60' STALL STRIPING N N= 0 a v m 0211 PROVIDE WHITE GORE STRIPING 0 3 N w PROVIDE PEDESTRIAN LANE STRIPING N Z®PROVIDE —i 1S TRAFFIC ARROW I •, - V+ C251~ .0 J� PROVIDE PARALLEL PARKING STRIPING L1 ISI 1 I � i I// PLAN L p �N !. T C VV !A t wnsi, G t — y� roo p. PARKING REVISION ABAM 11.20.14 FEDA D: suzrtrcu sri.�t� xAw em c, xoazartw xw ism/iss - BergerABAMEP AS SHOWN MEN CALL 48 HOURS N%WAPI JCR BEFORE YOU DIG 333019th Avenue South, Suite 300 �o nF°`g�� aEa �� DATUM Federal Way, Washington 98003-2600 NAL FNO SPT ,. xo* we �x�x 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 y��N NO. REVISION BY DATE APPR v"` °� " ` VJ A B C B E CIO C11 C12 R=376310 c] .11 C1611 - C17 —� IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date:j Z -A -A4 BY: Date: BY: Date: BY: Date: C16 c C a� C19 f N= 0 a �o m 0211 - - -1I 1, 4 �c a N 3 N w k' C23 —i C24 I •, - V+ C251~ .0 C261 - C27 C28 C29 20' 10' 0 20' 40'C30 SCALE IN FEET PEDESTRIAN PATHWAYS AND PARKING BOE//VG® N. 6TH ST. IMPROVEMENTS PAVING PLAN AND PARKING LOT LAYOUT CD;2-37 G. 3/0 Au ; I�/3/tse G H K L I_ 10/24/14 PV -1 c m c C a� T N� � dJ N= 0 a �o m n > r z� O T N� � dJ 0 a �o m 00 > �c a N 3 N w k' Z' v I •, z V+ n .0 C am Nz m z m n Q �y z� O T N� � dJ mz =S �o 41, m 3> o> �T > 3 N w k' Z' a � I •, z V+ n T =S m , '0o > � N �2 T 0 n EXISTING ASPHALT PAVEMEN NEW 4' -FOOT BLACK VINYL CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-02 1.5% a a d Q MAX 2 1 � Lazf a POST FOOTING DETAIL pp -1 SCALE: NTS PP -2 FULL DEPTH PAVEMENT DckAnvAi oro Di Ani REMOVAL ASPHALT DEMOLITION SECTION DM -1 SCALE: NTS TACK AND SEAL ALL EDGES (TYP.) WSDOT HMA CLASS 1/2" PG 64-22 ASPHALT CONCRETE PAVEMENT EXIST. SUBGRADE TO BE COMPACTED TO A DEPTH OF 6" TO 95% STANDARD DENSITY CRUSHED SURFACING TOP COURSE WSDOT STD SPEC 9-03.9(3) COMPACTED TO AT LEAST 95% OF MAX. DENSITY PER ASTM D1557 ASPHALT CONCRETE PAVEMENT pp -1 SCALE: NTS l� (. oz WAS,, G CALL 48 HOURS BergerABAM n` BEFORE YOU DIG 333019th Avenue South, Suite 300 mor, Acis X, Federal Way, Washington 98003-2600 NA 1, {NG 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 /Zy NO. REVISION EXISTING CONCRETE CURB DIRECTED OTHERWISE ON rxrnm SAWCUT PER REMOVE EXISTING GUTTER PAN OR SAW CUT 2 -FT FROM FACE OF CURB AS APPLICABLE (TYP), EXISTING IRRIGATION PIPING CUT AND CAP EXISTING IRRIGATION PIPING TO PLANTER AREA AT LEAST 6" BELOW NEW PAVEMENT LANDSCAPING DEMOLITION SECTION DM -1 SCALE: NTS FACE OF CURB 1/2"R � ROADWAY a �I.- _l—CLASS 4000 PER WSDOT �L?/ STD SPEC SECTION 6-02 8 1/4" CEMENT CONCRETE TRAFFIC CURB pp -1 SCALE: NTS I PP -2 CRUSHED SURFACING TOP COURSE WSDOT STD SPEC 9-03 BY DATE APPR oma MEN JCR tl.MM SPT 6' SIDEWALK NEW CONCRETE WALK 4000 PSI @ 28 DAYS PER WSDOT STD SPEC 8-14 _ 1.5% EXISTING SIDEWALK 6 1/2" /-FACE OF CURB 1"R 0 I � � i e - a MATCH ROADWAY SLOPE 1/2"R � ROADWAY n CEMENT CONCRETE TRAFFIC CURB AND GUTTER PP -1 SCALE: NTS I o - COMPACTED SUBGRADE TO 90% MODIFIED PROCTOR SIDEWALK NOTES: 1. LONGITUDINAL THROUGH JOINTS OF 3/8" WIDE BY FULL DEPTH, PREMOLDED, NON -EXTRUDING MATERIAL, SHALL BE PLACED AT BUILDING PERIMETER AND CURBS 2. TRANSVERSE CONTRACTION JOINTS OF 3/8" WIDE BY 1 1/2" DEEP, PREMOLDED MATERIAL, SHALL BE SPACED A 15'-0" MAX INTERVALS 3. THE SIDEWALK SHALL BE DIVIDED INTO PANELS BY SCORING WITH TRANSVERSE 'V" GROOVES, 1/4" DEEP, SPACED AT 5-0" MAX INTERVALS 4. ALL JOINTS SHALL BE TOOLED WITH A 1/4" EDGER 5. ALL SIDEWALK EDGES SHALL BE TOOLED WITH A 1/2" EDGER R-31631 I 6_ NEW CRUSHED SURFACING TOP COURSE WSDOT STD SPEC 9-03.9(3) COMPACTED TO IN c PLIANCE WITH CITY OF RENTON AT LEAST 95% OF MAX DENSITY PER ASTM D-1557 STANDARDS (T) SIDEWALK SECTION pp -1 SCALE: NTS PP -2 AS SHOWN WE NLN T IF Mi MEEIxp 5%1£ K.CpSNGLY versnvi NAw lase xJPoICMnL xM �981/t99� DATUM BOE/A/G® BY: Date: n BY: Date: BY: Date: BY: Date: ck)e til (4 -00,6591 - PEDESTRIAN PATHWAYS AND PARKING �i0/24/1a N. 6TH ST. IMPROVEMENTS MISCELLANEOUS DETAILS - SHEET 1 DT -1 T ,—� o 8 s vm a 3 m D '00 a� z Tw m c <> 3 m � T ,—� z� m =o 8 O a m D '00 a� � Tw c <> 3 m � z x a � w n 8 m I_ H U 3 W z m o n W ,—� z� m =o o n Z n m € =OF c <> 3 m ?€ = m CC G 3> �a 2 w n I 0 n m 'D n o D ?€ = m CC G � 4 Z a 9 z CT 5 CT �,aEamax r ,/e PAxeaa-D p.r rxtca Irw) H � H PUN TEV: as —r CSW �rW.eEar✓UrE r? e � I IIT a� _addider munwsv l wr wuvctrtr[nwn[u AEC.ICN O / / / GENERAL 10TE5'. / I.The Intent ollhla desgn is to facilitate Tom removal / el a catch basin III minimal datum m of the cons 2. The cepansionall,S ohne eve colossi sidto be shall /I Ee aWin does. de in / line wrth (hese win / expan'led jArnls. I � � VIS01}E1�IC NEw kw;PUBLICCONCRETE CURB SM. PLAN — I PUBLIC WORTS INSTALLATION AT PPROvBAE/ DEPARTMENT CATCH BASINS 2" CCA'. .2, -O 6" C 03 C 1' 2.5' _ 1' 1' IMINIM!Nr LAW �M.N VIN I` 65 ICN. 2" DEPTH CF GRIND OR SAWCUT AND REMOVE — 6.5' WIN. 2.5' __ 1 1 _- MIVNIN NN IAIINWIN 2" CLASS 'B' CR,.ShED RCCK, FLOWAB_z F11 OR AS REOUIRED 9Y ENG'NEER - FOR MINIMUM STANDARDS. SEE Mi HR -05, EP PAGE H032 0 r cor por FEDAID: — CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 a RB OR V-MFNT LINE OR BE -ACP CLASS - 6' CRUSHED SURFACING TOP COURSE =ICAL TRANSVERSE PATCH FOR II PAVEMENT DOI A 1.1 UT pers sounds �._ vivuA'z u.. ISOMETRIC VIEW \1 \ ��— SECTION DETAIL J SOLT-DOWN DETAIL PUBLTC WORKS RECTANGULAR FRAME SSD. PLAN - 204.00 TO eV!e DEPARTSICNP MARCH 2008 IN PRECAST BASE SECTION PIPEALLOWIANoce NOTES mEmAL TOP r 3 A, r This fame is designed W accommodate 20-124' grates or mo �z ,o nTo 4 noves of N, I'C.o x. Pei Rvp holes in Ne home that are semcly Speed ems t ,ITl may he grate AS cover Arts. Tap each I to accept Z 14 x °" ade'-11 NC- Y ought head cap screw_ /} Loortrn of bolt down holds,aries among different evT W m mensene s, Oi 1 Reform Standard Spetlficatlm SOTAS 2)for addWonal \ Jima redo iements. SECTION A �._ vivuA'z u.. ISOMETRIC VIEW \1 \ ��— SECTION DETAIL J SOLT-DOWN DETAIL PUBLTC WORKS RECTANGULAR FRAME SSD. PLAN - 204.00 TO eV!e DEPARTSICNP MARCH 2008 IN PRECAST BASE SECTION PIPEALLOWIANoce .1 this mEmAL house r 3 A, p mo �z ,o nTo 4 AT KIETALPTI of N, I'C.o ' ,ITl may m Z 14 III. I'vo -1 Plus TO ti D 'no' Le WALL z ", evT NOTES 1. As aeceptable aftemal to the mbarsbown In the PRECAST BASE SECTION, frers(WM da=Wingto Ne StandaNSpeciScWmI or mezM1 M1avng a mtmmum orad 010.12 apudre InGres parfvd shall be EwnhminimumrebarshommLha PRECAST BASE SECTOR as'ioesb sbal not be pommin1ve krgCMWR 2 Too knocknood I hall IEgaabr Nan20. Krro4oWSMll have awall Hilt 2 1-AmumIo25'masmm. uPmvideal5' mo nsue gap Ce.'ween 0a knockaRwall and thv outsto of the ove prye a irolalled, fill the qap wnh pmt moNr in aanrdance Mlh SrndardSpolficalia OL4.5. S. The maxmum depth Iran Pe finished grade to are owed piperved I be 5. 4. Telr'amv and Dead must the iundefed with the Range down. In anddowasmay he social ata rate of114 or reenerver. S TM oname, deal Is he t de top of the marled I saClYr. ]. Ad Ookup loll loll No 'hossaid lull altar lbs basn has manor madwd. S. endam5pored gooleme su ll be si manor nawatlanaa for, ALTERNATIVE PRECAST MSE SECTION PLAN - 200.00 oB �e PUBLIC WORKS CATCH BASIN TYPE T _ ___ a�DEPARTMENT ---- \(ARCH 2000 P' TO LANE LINE MARKING 7'-6" STANDARD VEHICLE WHEEL PATH 3" 4.5' MIN. - MIN. 1/IN. i L 1" 1' ACP CLASS - MIN. MIN. 6" CRUSHED SURFACING 2' CLASS '6' TOP COURSE 2" SAWCUT AND REMOVE EDGE OF PAVEMENT, R GRIND, SEAL WITH EDGE OF CURB & GUTTER, OR4000W OR CENTER OF LANE LINE 2.5' AIN, BY ENGINEER CRUSHED ROCK, FILL OR AS REQUIRED BY ENGINEER (MINIMUM AC' CLASS 'E' Ar 'B' SHALL BE: PRINCIPAL/MINCR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS - 6" ACP CLASS or 'B'. RESIDENTIAL ACCESS STREETS - Y ACP CLASS 'E' or E. NOTE: UPON REQUEST OF ENGINEER. NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR 'PYPTCAL LONGITUDINAL PATCH AND OVERLAY DETERMINING PAWINENT TIICKNESS. FOR F=BLE PAgggM f e�m�m® e NAepemandes c wD to rta R.I.1 Ior pR DWG. NPA',E: HR -03 SP PAGE H032 R-316312 IN CO PLIANCE WITH CITY OF RENTON STANDARDS BY: Date: 11-3-1y BY: Date: BY: Date: BY: Date: c AS SHOWN " PEDESTRIAN PATHWAYS AND PARKING �� BergerABAM oL� ME" N. 6TH ST. IMPROVEMENTS JCR \/ �L "OWErrAV 33301 9th Avenue South, Suite 300 n�oo �c�sr[}��° �?�� 0XE 1XO1 DATUM 7✓LJ�- Federal Way, Washington 98003-2600 Ss>onrAL _PPA''T 'F � all MISCELLANEOUS DETAILS - SHEET 2 (206)431-2300 Fax: (206) 431-2250 d/JP N0. REVISION BY DATE APPR 10/24/14 DT -2 4 3 2 Z yof g T n As naa r 3 A, p mo �z ,o nTo 4 D of N, O N may m Z 14 will TO ti D i evT W EDED L D O T A/ y he O D A 0 m $ Z of ' of 3 Z Z i A. nor am ` 3 m - m3 D) To m m Do Q n ED z� u g T n As naa aa-- p mo �z ,o nTo 4 D . — D 3 N i',Q:j O N may W zlife will TO ti D � W EDED I S p mo D N GGA' g a I tiC FEDAID U CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 J 4) BergerABAM wwsxxcrox 6 Rm 33301 9th Avenue South, Suite 300 uvoscese uxxngcr Federal Way, Washington 98003-2600 7' (206) 431-2300 Fax: (206) 431-2250 °"cEn�rcuwrt�W."s"2 NO. REVISION JBR BY I DATE I APPR I "°"mo - GENERAL NOTES 1. WORK IS REQUIRED TO BE PERFORMED IN ACCORDANCE WITH CITY OF RENTON STD. SPECIFICATIONS. 2. SEE SHEETS LD -1 AND LD -2 FOR LANDSCAPE PLANS. SEE SHEET LD -3 FOR PLANTING SCHEDULE, SIZE, SPACING, ETC. AND GENERAL LANDSCAPE NOTES. 3. SEE SHEETS LD -4 AND LD -5 FOR IRRIGATION PLANS. SEE SHEET LD -6 FOR IRRIGATION LEGEND AND NOTES. 4. SEE CIVIL PLANS FOR SITE DEVELOPMENT AND UTILITY LOCATIONS. 5. ALL LOCATIONS OF EXISTING UTIUTIES SHOULD BE VERIFIED IN THE FILED BEFORE CONSTRUCTION. CONTRACTOR SHALL PROTECT EXISTING UTILITIES TO REMAIN. 6. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983 (91) 7. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 DECIDUOUS TREE PLANTING DETAIL (1)(2) LD -3 LD -3 GROUNDCOVER PLANTING DETAIL LD -3 LANDSCAPE CONSTRUCTION NOTES LANDSCAPE AREA, REFER TO LD -3 FOR PLANT LEGEND EXISTING LANDSCAPE TO REMAIN EXISTING TREE TO REMOVE LEGEND DECIDUOUS TREES )-7 LEPRECHAUN ASH GROUNDCOVERS ® VANCOUVER JADE KINNIKINNICK ® SALAL ROSY RETURNS DAYLILY ® ST. JOHNS WORT PREVIOUS LANDSCAPE W PREVIOUSLY INSTALLED LANDSCAPE 0 PREVIOUSLY PLANTED DECIDUOUS TREE A 8 C D CIO xE.1 Cil - C12 R=316313 CIO N__ C17I IN COMPLIANCE WITH CITY OF RENTON BY: V�STANDA S ate: BY: Date: BY: Date: BY: Date: H J K L a pt ii jbid C2o C21 C22 - _— - C23_ � _ _ _ C24 - - - C28 C26 C27 C28 C29 20' 10' 0 20' 40' cw SCALE IN FEET /` ryQ u 14— 0055"1f - AS SHOWN PEDESTRIAN PATHWAYS AND PARKING 10/24/14 ` /�N. STH ST. IMPROVEMENTS �OL��" ® waRiuoc w WE xcx DATUM V "T"EI PARTIAL LANDSCAPE PLAN - SHEET 1 LD -1 6 WT NE ixGl $GVE .YFORpxGLY 13 2E O n n T z� nm C3 a ao m r� �mm.,z m "= m z � O n n T z� C3 a ao m =o �mm.,z a 46 a N z� a :z � ya z � a Ix j a 0 w z z n m >s m t(t I O n n z� �mm.,z 46 z� ya w z z n 5 O v m o �o m n � CDC G Az N O r) J m• a 2 a� d K 5 O O — — LO z t C3 O a a O O � �z m S I a '» x um m 1 (� » 0 H e z a� LU s a a m T N 6TH ST. PROPOSED SIDEWALK T T T FEDAID: - CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 J �S ,I) BergerABAM SIAIE Cf wwaxxmox RG6 RG 33301 9th Avenue South, Suite 300 LwosdnE±Rc«Irtg Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 w^ NO. REVISION BY I DATE I APPR s ca a AS SHOWN rrowzwvra: xw Isas/+sal JBR auw JBR aE �cx �En DATUM DJS As �LL If NOi NEE WGI A,wRrnts: stir ACCGIBliGLr GENERAL NOTES 1. WORK IS REQUIRED TO BE PERFORMED IN ACCORDANCE WITH CITY OF RENTON STD. SPECIFICATIONS. 2. SEE SHEETS LD -1 AND LD -2 FOR LANDSCAPE PLANS. SEE SHEET LD -3 FOR PLANTING SCHEDULE, SIZE, SPACING, ETC. AND GENERAL LANDSCAPE NOTES. 3. SEE SHEETS LD -4 AND LD -5 FOR IRRIGATION PLANS. SEE SHEET LD -6 FOR IRRIGATION LEGEND AND NOTES. 4. SEE CIVIL PLANS FOR SITE DEVELOPMENT AND UTILITY LOCATIONS. 5. ALL LOCATIONS OF EXISTING UTILITIES SHOULD BE VERIFIED IN THE FILED BEFORE CONSTRUCTION. CONTRACTOR SHALL PROTECT EXISTING UTILITIES TO REMAIN. 6. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983 (91) 7. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 DECIDUOUS TREE PLANTING DETAIL I GROUNDCOVER PLANTING DETAIL LD -3 LANDSCAPE CONSTRUCTION NOTES LANDSCAPE AREA, REFER TO LD -3 FOR PLANT LEGEND EXISTING LANDSCAPE TO REMAIN EXISTING TREE TO REMOVE LEGEND DECIDUOUS TREES LEPRECHAUN ASH GROUNDCOVERS ® VANCOUVER JADE KINNIKINNICK ® SALAL ROSY RETURNS DAYLILY ® ST. JOHNS WORT PREVIOUS LANDSCAPE ® PREVIOUSLY INSTALLED LANDSCAPE 0 PREVIOUSLY PLANTED DECIDUOUS TREE IN COMPLIANCE WITH CITY OF RENTON S NDARDS BY: Date. BY: Date: BY: Date: BY: Date: , C21 m C22 C23 C24 C25 N C26 C2 C28 C299 20' 10' 0 20' 40' I Cao Fir - SCALE IN FEETre r-49 u�J..-�� e)0559PEDESTRIAN PATHWAYS AND PARKING 10/24/14 N. STH ST. IMPROVEMENTS BOE/N6® PARTIAL LANDSCAPE PLAN - SHEET 2 LD -2 14 a. 26 cam: 1 n 3f z z ao C3 O a a 3 O � �z m S I a '» x um m 1 (� » 0 1 n Zm �o � � J C3 O a a m O � C n S I a '» x o> I -< 1 (� z� 0 'a e z a� C s a a m m m m m n 1 n Zm �o m � J C3 D/ yg a o 1 i D N 4 S I a '» x o> I -< 1 (� z� 0 'a F w z n C3 D/ yg a o i D N Z 8 z`� $ 9 � m 0 M O 0 J 0 O SET ROOT CROWN 1" ABOVE FINISH GRADE FINISHED SCARIFIED SUBGRADE LD -3 CENTER OF PLANT MAS SQUARE FOOTAGE PER PLAN SCALE : 1/2' = 1 PRUNE AS REQUIRED TO REMOVE DEAD OR BROKEN BRANCHES AS PER SPECS NOTE: SEE DETAIL 2 FOR TREE STAKING LD -3 I 3" DEEP MULCH RING AROUND TREE TRUNKS IN HYDROSEED AREAS. OFFSET 3" FROM CROWN OF TREE EARTH SAUCER: 3 INCH RIM FOR TEMPORARY WATERING BASIN PLANTING SOIL BACKFILL (SEE SPECS) REMOVE BURLAP AND WIRE FROM TOP 1/2 TO 3/4 FROM ROOT BALL AFTER PLACEMENT IN HOLE. FORM A CONE OF SOIL AND PLACE THE ROOT BALL ON TOP OF IT. R R NOTES: 1. LOCATE GROUNDCOVER ONE HALF OF SPECIFIED SPACING DISTANCE FROM ANY CURB, SIDEWALK, OR OTHER HARD SURFACE, UNLESS OTHERWISE SPECIFIED 2. ALL GROUNDCOVER SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING PER ON CENTER SPACING AS SPECIFIED ON PLANTING PLAN TRIANGULAR PLANT SPACING M PLANT SPACING LD -3-J SCALE : N. T. S. FINISH GRADE AT MULCH TO BE FLUSH WITH TOP OF CURB OR WALK (WHERE SHOWN) I LAWN AREAS g 8" DEPTH AT SHRUB AREAS M NATIVE SUBGRADE o I NOTES: TRIANGULAR PLANT SPACING = P DIST. BETWEEN PLANT ROWS = R SQUARE FOOTAGE AREA PER PLANT 1.000 (12") 0.866 0.866 2.000 (24") 1.732 3.464 2.500 (30") 2.165 5.413 3.000 (36") 2.598 7.794 4.000 (48") 3.464 13.856 5.000 (60") 4.330 21.651 3" MULCH (WHERE SHOWN) FINISH GRADE AT LAWN SUBGRADE (SEE NOTES) IMPORTED TOPSOIL, ROTOTILL 2" DEPTH OF TOPSOIL INTO TOP 3" OF SUBGRADE PRIOR TO ADDING REMAINING TOPSOIL. TOPSOIL ROTOTILLED W/SUBGRADE ROTOTILLED SUBGRADE it 1. THIS DETAIL IS APPLICABLE AT ALL PLANTING BED AREAS. 2. COMPACT SUBGRADE & TOPSOIL TO 85% DENSITY IN ALL PLANTED AREAS. FINISH SUBGRADE SHALL BE SMOOTH, UNIFORM, AND FREE OF RUTS OR TRACKS. N 3. PRIOR TO INSTALLATION OF TOPSOIL, REMOVE ALL DEBRIS INCLUDING CONCRETE; CONSTRUCTION DEBRIS; QUARRY SPALLS; AND OTHER ORGANIC AND INORGANIC MATERIALS DELETERIOUS TO HEALTHY PLANT GROWTH. 4. OBTAIN APPROVAL OF SUBGRADE PRIOR TO PLACING TOPSOIL. 0 TOPSOIL INSTALLATION SECTION LD -3 SCALE : N. T. S. m FEDAID: - CALL 48 HOURS BEFORE YOU DIG R 1-800-424-5555 J *m� 01 BergerABAMn.=of vu NGNu R 6 PN 33301 9th Avenue South, Suite 300 iumw,vFwagE=i Federal Way, Washington 98003-2600 Y vw r. suu" (206) 431-2300 Fax: (206) 431-2250 cwmnre W,. 92 cz7 NO. PLANT SCHEDULE DECIDUOUS TREES TREE STAKING "ARBOR-TAPE"LEPRECHAUN ASH FRAXINUS PENNSYLVANICA 'JOHNSON' AS SHOWN �—TREE PLANTING GROUNDCOVERS THREE 2"O.D. WOOD STAKES ® VANCOUVER JADE KINNIKINNICK ARCTOSTAPHYLOS UVA-URSI 'VANCOUVER JADE' 2'-0" O.C. ARRANGED IN TRIANGULAR SPACING AROUND TREE. SALAL GAULTHERIA SHALLON 1'-0" O.C. ROSY RETURNS DAYLILY HEMEROCALLIS 'ROSY RETURNS' 2'-0" O.C. 3" DEPTH MULCH RING AROUND 2'-0" 2'-0" TREE TRUNKS IN HYDROSEED ® ST. JOHNS WORT HYPERICUM CALUCINUM 2'-0" O.C. AREAS. (2" DEPTH MULCH 6" 6" o OVER ROOTBALL). PREVIOUS LANDSCAPE ® EXISTING LANDSCAPE PREVIOUSLY PLANTED DECIDUOUS TREE LIMITS OF TREE PIT MIN. DEPTH "`�y��„jjj `! INTO UNDISTURBED SUBGRADE LD—3 FINISH GRADE LD -3 REVISION DECIDUOUS & CONIFEROUS TREE STAKING DETAIL SCALE : 1/2' = 1' -0 - SCALE : N. T. S. CONTAINER GROWN PLANT. REMOVE PLANT FROM CONTAINER AND SET CROWN OF PLANT 1" ABOVE FINISH 3" DEPTH MULCH ROOTMASS/CUTTING TOPSOIL BY I DATE I APPR I "°PRO JBR JBR LANDSCAPE PLANTING NOTES 1. CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION, TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. CONTRACTOR IS TO EXERCISE CARE TO PROTECT UNDERGROUND UTILITIES AND AVOID DISTURBING OR DAMAGING THEM. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF ALL UTILITIES. REFER TO UTILITY SHEETS FOR LOCATIONS. ANY DAMAGE RESULTING FROM THIS WORK MUST BE RESTORED AT THE CONTRACTOR'S EXPENSE. 2. CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK 3. ALL TREE, SHRUB AND GROUNDCOVER AND ANY EXPOSED AREAS SHALL RECEIVE 3" DEPTH MULCH, UNLESS NOTED OTHERWISE. 4. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. 5. QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE OFFS AND ARE NOT GUARANTEED AS ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT LEGEND AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN. 6. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. 7. CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION NOT MARKED FOR REMOVAL WITHOUT THE EXPRESS WRITTEN CONSENT OF CITY OF RENTON (VANESSA DOLBEE). 8. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES, NOTIFY CITY OF RENTON (VANESSA DOLBEE) TO ADJUST TREE LOCATIONS. 9. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN NOTIFICATION TO CITY OF RENTON. MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE. 10, REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. 11. ALL PLANTS SHALL BE NURSERY GROWN AND SIMILAR SIZE AND FORM. MEASUREMENTS, CALLIPER, BRANCHING, GRADING QUALITY, BALLING AND BURLAPPING SHALL FOLLOW THE AMERICAN STANDARD OF NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN, LATEST EDITION. 12. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM CITY OF RENTON FOR ALL PLANT MATERIAL SUBSTITUTIONS PRIOR TO INSTALLATION. 13. CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL ALL PLANT MATERIAL IN THE SIZE SPECIFIED ON PLAN PRIOR TO INSTALLATION. 14. NOTIFY CITY OF RENTON (VANESSA DOLBEE) IN WRITING, WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, POOR PLANTING SOIL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, PRIOR TO PLANTING.. 15. CONTRACTOR TO CLEAN/WEED EXISTING LANDSCAPE AND REMOVE DEAD OR DYING PLANT MATERIAL. COORDINATE WITH CITY OF RENTON (VANESSA DOLBEE) IF ADDITIONAL PLANT MATERIAL IS REQUIRED TO MAINTAIN PROPOSED AESTHETIC. R-316315 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Z BY: � Cc m �e �Le Date: i BY: Date: 3 BY: m FEDAID: - CALL 48 HOURS BEFORE YOU DIG R 1-800-424-5555 J *m� 01 BergerABAMn.=of vu NGNu R 6 PN 33301 9th Avenue South, Suite 300 iumw,vFwagE=i Federal Way, Washington 98003-2600 Y vw r. suu" (206) 431-2300 Fax: (206) 431-2250 cwmnre W,. 92 cz7 NO. PLANT SCHEDULE DECIDUOUS TREES TREE STAKING "ARBOR-TAPE"LEPRECHAUN ASH FRAXINUS PENNSYLVANICA 'JOHNSON' AS SHOWN �—TREE PLANTING GROUNDCOVERS THREE 2"O.D. WOOD STAKES ® VANCOUVER JADE KINNIKINNICK ARCTOSTAPHYLOS UVA-URSI 'VANCOUVER JADE' 2'-0" O.C. ARRANGED IN TRIANGULAR SPACING AROUND TREE. SALAL GAULTHERIA SHALLON 1'-0" O.C. ROSY RETURNS DAYLILY HEMEROCALLIS 'ROSY RETURNS' 2'-0" O.C. 3" DEPTH MULCH RING AROUND 2'-0" 2'-0" TREE TRUNKS IN HYDROSEED ® ST. JOHNS WORT HYPERICUM CALUCINUM 2'-0" O.C. AREAS. (2" DEPTH MULCH 6" 6" o OVER ROOTBALL). PREVIOUS LANDSCAPE ® EXISTING LANDSCAPE PREVIOUSLY PLANTED DECIDUOUS TREE LIMITS OF TREE PIT MIN. DEPTH "`�y��„jjj `! INTO UNDISTURBED SUBGRADE LD—3 FINISH GRADE LD -3 REVISION DECIDUOUS & CONIFEROUS TREE STAKING DETAIL SCALE : 1/2' = 1' -0 - SCALE : N. T. S. CONTAINER GROWN PLANT. REMOVE PLANT FROM CONTAINER AND SET CROWN OF PLANT 1" ABOVE FINISH 3" DEPTH MULCH ROOTMASS/CUTTING TOPSOIL BY I DATE I APPR I "°PRO JBR JBR LANDSCAPE PLANTING NOTES 1. CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION, TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. CONTRACTOR IS TO EXERCISE CARE TO PROTECT UNDERGROUND UTILITIES AND AVOID DISTURBING OR DAMAGING THEM. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF ALL UTILITIES. REFER TO UTILITY SHEETS FOR LOCATIONS. ANY DAMAGE RESULTING FROM THIS WORK MUST BE RESTORED AT THE CONTRACTOR'S EXPENSE. 2. CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK 3. ALL TREE, SHRUB AND GROUNDCOVER AND ANY EXPOSED AREAS SHALL RECEIVE 3" DEPTH MULCH, UNLESS NOTED OTHERWISE. 4. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. 5. QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE OFFS AND ARE NOT GUARANTEED AS ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT LEGEND AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN. 6. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. 7. CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION NOT MARKED FOR REMOVAL WITHOUT THE EXPRESS WRITTEN CONSENT OF CITY OF RENTON (VANESSA DOLBEE). 8. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES, NOTIFY CITY OF RENTON (VANESSA DOLBEE) TO ADJUST TREE LOCATIONS. 9. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN NOTIFICATION TO CITY OF RENTON. MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE. 10, REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. 11. ALL PLANTS SHALL BE NURSERY GROWN AND SIMILAR SIZE AND FORM. MEASUREMENTS, CALLIPER, BRANCHING, GRADING QUALITY, BALLING AND BURLAPPING SHALL FOLLOW THE AMERICAN STANDARD OF NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN, LATEST EDITION. 12. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM CITY OF RENTON FOR ALL PLANT MATERIAL SUBSTITUTIONS PRIOR TO INSTALLATION. 13. CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL ALL PLANT MATERIAL IN THE SIZE SPECIFIED ON PLAN PRIOR TO INSTALLATION. 14. NOTIFY CITY OF RENTON (VANESSA DOLBEE) IN WRITING, WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, POOR PLANTING SOIL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, PRIOR TO PLANTING.. 15. CONTRACTOR TO CLEAN/WEED EXISTING LANDSCAPE AND REMOVE DEAD OR DYING PLANT MATERIAL. COORDINATE WITH CITY OF RENTON (VANESSA DOLBEE) IF ADDITIONAL PLANT MATERIAL IS REQUIRED TO MAINTAIN PROPOSED AESTHETIC. R-316315 IN COMPLIANCE WITH CITY OF RENTON wmru.. ism AS SHOWN °aw ws,saii,ss. PEDESTRIAN PATHWAYS AND PARKING 10/24/14 Q� N. STH ST. IMPROVEMENTS FlNB« BOE/A/6® " °HE H°' DATUM �._/'— �/ LANDSCAPE LEGEND & DETAILS LD -3 it WT NE iRcx 15 21 16 3 1 ` i STANDARDS Z BY: � Cc m �e �Le Date: lvwl BY: Date: 3 BY: Date: _ BY: Date: m wmru.. ism AS SHOWN °aw ws,saii,ss. PEDESTRIAN PATHWAYS AND PARKING 10/24/14 Q� N. STH ST. IMPROVEMENTS FlNB« BOE/A/6® " °HE H°' DATUM �._/'— �/ LANDSCAPE LEGEND & DETAILS LD -3 it WT NE iRcx 15 21 16 3 1 ` i Z �0 x� m 3 Nz m vm O m 1 a N s, I G] �y n =o 8 x� -1 w a a O �o m go O D 1 a m e G7 1z W n l g ;0 c ° v m 3 u 3 a m o ca m m m m n I G] �y n =o x� -1 w a a J � 3 D O MoD 1 a m z W n l I� o a m o m z $ z 0 0 J t3 l O a Z N a) 54 2 I U) LU vl 950 -DW -1.50 IN. 41-55 GPM. 950 -DW -2.00 IN. 55+ GPM. N o (NOTE) CONTRACTOR MAY RE -USE EXISTING a IRRIGATION REMOTE CONTROL VALVES IF THE RESULT IS A COST SAVINGS ad�na ^ FEDAID: - BergerABAM a CALL 48 HOURS BEFORE YOU DIG 333019th Avenue South, Suite 300_ w Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 WllOn W. 927 NO. REVISION J ZWL— REMOTE CONTROL VALVE NUMBER �REMOTE CONTROL GPM NUMBER PROPOSED SCHEDULE 40 PVC MAINLINE PIPING, SIZE 3" DIAMETER LD -06 ---- EXISTING 3" DIA. SCHEDULE 40 PVC MAINLINE PIPING, EXISTING TO REMAIN. CLASS 200 PVC LATERAL LINE PIPING: 4 LD -006 IRRIGATION LATERALS TO BE SIZED ACCORDING TO FLOWS ACCUMULATED. 3/4" LATERAL PIPE -CLASS 200 (0-10 GPM) 1" LATERAL PIPE -CLASS 200 (11-16 GPM) 1 1/4" LATERAL PIPE -CLASS 200 (17-26 GPM) 1 1/2" LATERAL PIPE -CLASS 200 (27-35 GPM) 2" LATERAL PIPE -CLASS 200 (35-55 GPM) PIPE SIZES SHALL BE ADJUSTED IN THE FIELD TO MATCH AS -BUILT CONDITIONS. IF EXISTING PIPING IN FIELD IS USED THE CONTRACTOR IS REQUIRED TO VERIFY THAT THE PIPE SECTIONS ARE LARGE ENOUGH TO ACCOMMODATE THE PROPOSED IRRIGATION ACCUMULATED GPM FLOW PVC SLEEVE FOR PIPE AND/OR WIRE, (SEE SPECIFICATIONS) W, AS SHOWN JBR, AT ML SWEML'SWE� BY DATE APPR I wmrx: euw ,om iov¢artw wa rev/iuei DATUM GENERAL NOTES 1. ALL WORK IS REQUIRED TO BE PERFORMED IN ACCORDANCE WITH CITY OF RENTON STD. SPECIFICATIONS. 2. SEE SHEETS LD -1 AND LD -2 FOR LANDSCAPE PLANS. SEE SHEET LD -3 FOR PLANTING SCHEDULE, SIZE, SPACING, ETC. AND GENERAL LANDSCAPE NOTES 3. SEE SHEETS LD -4 AND LD -5 FOR IRRIGATION PLANS AND LD -6 FOR IRRIGATION NOTES. 4. SEE CIVIL PLANS FOR SITE DEVELOPMENT AND UTILITY LOCATIONS. 5. ALL LOCATIONS OF EXISTING UTILITIES SHOULD BE VERIFIED IN THE FILED BEFORE CONSTRUCTION. CONTRACTOR SHALL PROTECT EXISTING UTILITIES TO REMAIN. 6. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983 (91) 7. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 IRRIGATION CONSTRUCTION NOTES EXISTING IRRIGATION SYSTEM IN THIS AREA TO BE REMOVED. CONTRACTOR SHALL NOT USE EXISTING IRRIGATION EQUIPMENT IN THE NEW SYSTEM. NEW IRRIGATION. CONTRACTOR RESPONSIBLE TO INSTALL NEW IRRIGATION EQUIPMENT AND TIE INTO THE NEW IRRIGATION WATER SOURCE. NO IRRIGATION IN THIS TIGHT LANDSCAPE PLANTING AREA. PLANTS IN THIS AREA ARE DROUGHT TOLERANT AND WILL NOT REQUIRE IRRIGATION. A B C D E F C H J K L Cr1 C131 - A R -316316 C15- C16 C1e C20 C21 - - I ll~f IFI -k` ----I- BY: V Date: C221 - _ _ C23- - - - _ BY: Date: CC26 � _ I BY: Date: IIN BY: Date: - I C28 C2a 20' 10' 0 20' 40' cw = SCALE IN FEET COV.- Gly f 4-Doss'T -�L PEDESTRIAN PATHWAYS AND PARKING 10/24/14 BOE�A�G® N. 6TH ST. IMPROVEMENTS'"°a°°` PARTIAL IRRIGATION PLAN - SHEET 1 CD: Q---574 --�f 6 LD -4 16 26 IRRIGATION LEGEND 0 �g C F H SST RAINBIRD 1812 -SAM -PRS SHRUB SPRAYS, n Q TIE* PSI (12" POP UP), MPR NOZZLES. LD -006 ST (T) 5 • RAINBIRD 44LRC, 1" QUICK COUPLING I AN EXISTING SLEEVE IS BELIEVED TO BE LOCATED IN THIS AREA. 'CoNTRACTOR o nz LD -06 VALVE, LOCKING TOP � ~ G '° — LINE SIZE MAINLINE GATE VALVE T O (ISOLATION VALVE) LD -06 lD 38.9 CONFIRM WIRING FROM THE EXISTING CONTROLLER FOR THE BOEING CAMPUS IS IN THE m a � 1 SUPERIOR 950 DW SERIES W/PRS, 24 VOLT - LD p -006 REMOTE CONTROL ZONE VALVES WITH d �> 20 PLANTERS JUST NORTH OF 6TH STREET. CONTRACTOR SHALL UTILIZE EXISTING WIRES TO SIZE CONTROL VALVES AS FOLLOWS: `�> VALVE SIZE ALLOWABLE FLOW RATE z I i � n 950 -DW -1.00 IN. 0-25 GPM. I CONTROL THE NEW IRRIGATION OFF THE EXISTING CONTROLLER NEAR LOGAN STREET. IF 950 -DW -1.25 IN. 26-40 GPM. 33 - - ""-- m DC � N 38.5 THERE ARE NO WIRES AVAILABLE THEN THE CONTRACTOR SHALL PROVIDE OWNER WITH Z a n, ALTERNATIVE OPTIONS TO CONTROL THE IRRIGATION SOUTH OF STH STREET. LATERAL SHOWN WITHIN A PAVED AREA FOR GRAPHIC CLARITY ONLY. INSTALL - IRRIGATION LATERAL WITHIN LANDSCAPE -- - PROPOSED VALVES TO BE PLACED IN EXISTING PLANTING BED AND ' -/ AREAS AND SLEEVES ONLY. -, UTILIZE EXISTING MAINLINE. VALVES AND LATERALS SHOWN IN/ i PAVED AREAS FOR VISUAL CLARITY ONLY. INSTALL IRRIGATIONi ; EQUIPMENT WITHIN LANDSCAPE AREAS. ,. - THIS LATERAL FEEDS IRRIGATION IN THE EXISTING LANDSCAPE PLANTING BED. CONTRACTOR SHALL MAKE SURE THAT BOTH - /,%„ EXISTING AND PROPOSED PORTIONS OF THE IRRIGATION SYSTEM ARE OPERATIONAL AFTER INSTALLING NEW EQUIPMENT. / PLAN vl 950 -DW -1.50 IN. 41-55 GPM. 950 -DW -2.00 IN. 55+ GPM. N o (NOTE) CONTRACTOR MAY RE -USE EXISTING a IRRIGATION REMOTE CONTROL VALVES IF THE RESULT IS A COST SAVINGS ad�na ^ FEDAID: - BergerABAM a CALL 48 HOURS BEFORE YOU DIG 333019th Avenue South, Suite 300_ w Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 WllOn W. 927 NO. REVISION J ZWL— REMOTE CONTROL VALVE NUMBER �REMOTE CONTROL GPM NUMBER PROPOSED SCHEDULE 40 PVC MAINLINE PIPING, SIZE 3" DIAMETER LD -06 ---- EXISTING 3" DIA. SCHEDULE 40 PVC MAINLINE PIPING, EXISTING TO REMAIN. CLASS 200 PVC LATERAL LINE PIPING: 4 LD -006 IRRIGATION LATERALS TO BE SIZED ACCORDING TO FLOWS ACCUMULATED. 3/4" LATERAL PIPE -CLASS 200 (0-10 GPM) 1" LATERAL PIPE -CLASS 200 (11-16 GPM) 1 1/4" LATERAL PIPE -CLASS 200 (17-26 GPM) 1 1/2" LATERAL PIPE -CLASS 200 (27-35 GPM) 2" LATERAL PIPE -CLASS 200 (35-55 GPM) PIPE SIZES SHALL BE ADJUSTED IN THE FIELD TO MATCH AS -BUILT CONDITIONS. IF EXISTING PIPING IN FIELD IS USED THE CONTRACTOR IS REQUIRED TO VERIFY THAT THE PIPE SECTIONS ARE LARGE ENOUGH TO ACCOMMODATE THE PROPOSED IRRIGATION ACCUMULATED GPM FLOW PVC SLEEVE FOR PIPE AND/OR WIRE, (SEE SPECIFICATIONS) W, AS SHOWN JBR, AT ML SWEML'SWE� BY DATE APPR I wmrx: euw ,om iov¢artw wa rev/iuei DATUM GENERAL NOTES 1. ALL WORK IS REQUIRED TO BE PERFORMED IN ACCORDANCE WITH CITY OF RENTON STD. SPECIFICATIONS. 2. SEE SHEETS LD -1 AND LD -2 FOR LANDSCAPE PLANS. SEE SHEET LD -3 FOR PLANTING SCHEDULE, SIZE, SPACING, ETC. AND GENERAL LANDSCAPE NOTES 3. SEE SHEETS LD -4 AND LD -5 FOR IRRIGATION PLANS AND LD -6 FOR IRRIGATION NOTES. 4. SEE CIVIL PLANS FOR SITE DEVELOPMENT AND UTILITY LOCATIONS. 5. ALL LOCATIONS OF EXISTING UTILITIES SHOULD BE VERIFIED IN THE FILED BEFORE CONSTRUCTION. CONTRACTOR SHALL PROTECT EXISTING UTILITIES TO REMAIN. 6. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983 (91) 7. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 IRRIGATION CONSTRUCTION NOTES EXISTING IRRIGATION SYSTEM IN THIS AREA TO BE REMOVED. CONTRACTOR SHALL NOT USE EXISTING IRRIGATION EQUIPMENT IN THE NEW SYSTEM. NEW IRRIGATION. CONTRACTOR RESPONSIBLE TO INSTALL NEW IRRIGATION EQUIPMENT AND TIE INTO THE NEW IRRIGATION WATER SOURCE. NO IRRIGATION IN THIS TIGHT LANDSCAPE PLANTING AREA. PLANTS IN THIS AREA ARE DROUGHT TOLERANT AND WILL NOT REQUIRE IRRIGATION. A B C D E F C H J K L Cr1 C131 - A R -316316 C15- C16 C1e C20 C21 - - I ll~f IFI -k` ----I- BY: V Date: C221 - _ _ C23- - - - _ BY: Date: CC26 � _ I BY: Date: IIN BY: Date: - I C28 C2a 20' 10' 0 20' 40' cw = SCALE IN FEET COV.- Gly f 4-Doss'T -�L PEDESTRIAN PATHWAYS AND PARKING 10/24/14 BOE�A�G® N. 6TH ST. IMPROVEMENTS'"°a°°` PARTIAL IRRIGATION PLAN - SHEET 1 CD: Q---574 --�f 6 LD -4 16 26 IRRIGATION LEGEND 0 �g C F H SST RAINBIRD 1812 -SAM -PRS SHRUB SPRAYS, n Q TIE* PSI (12" POP UP), MPR NOZZLES. LD -006 ST (T) 5 • RAINBIRD 44LRC, 1" QUICK COUPLING I ry. o nz LD -06 VALVE, LOCKING TOP � ~ G '° ►� LINE SIZE MAINLINE GATE VALVE T O (ISOLATION VALVE) LD -06 lD vz m a � 1 SUPERIOR 950 DW SERIES W/PRS, 24 VOLT LD p -006 REMOTE CONTROL ZONE VALVES WITH d �> ZONE NUMBER DESIGNATION. SIZE CONTROL VALVES AS FOLLOWS: VALVE SIZE ALLOWABLE FLOW RATE z I i � n 950 -DW -1.00 IN. 0-25 GPM. I 950 -DW -1.25 IN. 26-40 GPM. vl 950 -DW -1.50 IN. 41-55 GPM. 950 -DW -2.00 IN. 55+ GPM. N o (NOTE) CONTRACTOR MAY RE -USE EXISTING a IRRIGATION REMOTE CONTROL VALVES IF THE RESULT IS A COST SAVINGS ad�na ^ FEDAID: - BergerABAM a CALL 48 HOURS BEFORE YOU DIG 333019th Avenue South, Suite 300_ w Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 WllOn W. 927 NO. REVISION J ZWL— REMOTE CONTROL VALVE NUMBER �REMOTE CONTROL GPM NUMBER PROPOSED SCHEDULE 40 PVC MAINLINE PIPING, SIZE 3" DIAMETER LD -06 ---- EXISTING 3" DIA. SCHEDULE 40 PVC MAINLINE PIPING, EXISTING TO REMAIN. CLASS 200 PVC LATERAL LINE PIPING: 4 LD -006 IRRIGATION LATERALS TO BE SIZED ACCORDING TO FLOWS ACCUMULATED. 3/4" LATERAL PIPE -CLASS 200 (0-10 GPM) 1" LATERAL PIPE -CLASS 200 (11-16 GPM) 1 1/4" LATERAL PIPE -CLASS 200 (17-26 GPM) 1 1/2" LATERAL PIPE -CLASS 200 (27-35 GPM) 2" LATERAL PIPE -CLASS 200 (35-55 GPM) PIPE SIZES SHALL BE ADJUSTED IN THE FIELD TO MATCH AS -BUILT CONDITIONS. IF EXISTING PIPING IN FIELD IS USED THE CONTRACTOR IS REQUIRED TO VERIFY THAT THE PIPE SECTIONS ARE LARGE ENOUGH TO ACCOMMODATE THE PROPOSED IRRIGATION ACCUMULATED GPM FLOW PVC SLEEVE FOR PIPE AND/OR WIRE, (SEE SPECIFICATIONS) W, AS SHOWN JBR, AT ML SWEML'SWE� BY DATE APPR I wmrx: euw ,om iov¢artw wa rev/iuei DATUM GENERAL NOTES 1. ALL WORK IS REQUIRED TO BE PERFORMED IN ACCORDANCE WITH CITY OF RENTON STD. SPECIFICATIONS. 2. SEE SHEETS LD -1 AND LD -2 FOR LANDSCAPE PLANS. SEE SHEET LD -3 FOR PLANTING SCHEDULE, SIZE, SPACING, ETC. AND GENERAL LANDSCAPE NOTES 3. SEE SHEETS LD -4 AND LD -5 FOR IRRIGATION PLANS AND LD -6 FOR IRRIGATION NOTES. 4. SEE CIVIL PLANS FOR SITE DEVELOPMENT AND UTILITY LOCATIONS. 5. ALL LOCATIONS OF EXISTING UTILITIES SHOULD BE VERIFIED IN THE FILED BEFORE CONSTRUCTION. CONTRACTOR SHALL PROTECT EXISTING UTILITIES TO REMAIN. 6. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983 (91) 7. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 IRRIGATION CONSTRUCTION NOTES EXISTING IRRIGATION SYSTEM IN THIS AREA TO BE REMOVED. CONTRACTOR SHALL NOT USE EXISTING IRRIGATION EQUIPMENT IN THE NEW SYSTEM. NEW IRRIGATION. CONTRACTOR RESPONSIBLE TO INSTALL NEW IRRIGATION EQUIPMENT AND TIE INTO THE NEW IRRIGATION WATER SOURCE. NO IRRIGATION IN THIS TIGHT LANDSCAPE PLANTING AREA. PLANTS IN THIS AREA ARE DROUGHT TOLERANT AND WILL NOT REQUIRE IRRIGATION. A B C D E F C H J K L Cr1 C131 - A R -316316 C15- C16 C1e C20 C21 - - I ll~f IFI -k` ----I- BY: V Date: C221 - _ _ C23- - - - _ BY: Date: CC26 � _ I BY: Date: IIN BY: Date: - I C28 C2a 20' 10' 0 20' 40' cw = SCALE IN FEET COV.- Gly f 4-Doss'T -�L PEDESTRIAN PATHWAYS AND PARKING 10/24/14 BOE�A�G® N. 6TH ST. IMPROVEMENTS'"°a°°` PARTIAL IRRIGATION PLAN - SHEET 1 CD: Q---574 --�f 6 LD -4 16 26 I I I� 8 �g C a m _moo DS y 3 z m o nz � ~ G o I I I n s I I I� 8 O a m _moo DS y E o nz � H z ~ G J o C s O " ; � lD vz m m � I I L7 �yn z� u E o nz i ~ G J z� L v 3 y O aP;oF 1 N z� �> z I i n — I 33 ➢� o m DC � N m Z a n, m m• 8 0 3 I FEDAID: - CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 J IRRIGATION LEGEND F =SST RAINBIRD 1812—SAM—PRS SHRUB SPRAYS, / J Q I E S*T 30 PSI (12" POP UP), MPR NOZZLES. LDv06 • RAINBIRD 44LRC, 1" QUICK COUPLING I 1 VALVE, LOCKING TOP LD -06 N LINE SIZE MAINLINE GATE VALVE (ISOLATION VALVE) LD -06 SUPERIOR 950 DW SERIES W/PRS, 24 VOLT L—) REMOTE CONTROL ZONE VALVES WITH LD -006 ZONE NUMBER DESIGNATION. SIZE CONTROL VALVES AS FOLLOWS: VALVE SIZE ALLOWABLE FLOW RATE 950 -DW -1.00 IN. 0-25 GPM. 950 -DW -1.25 IN. 26-40 GPM. 950 -DW -1.50 IN. 41-55 GPM. 950 -DW -2.00 IN. 55+ GPM. (NOTE) CONTRACTOR MAY RE -USE EXISTING IRRIGATION REMOTE CONTROL VALVES IF THE RESULT IS A COST SAVINGS �i BergerABAM n.E� WAVIM N REGLSIFAN 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 WD +. swwxo (206) 431-2300 Fax: (206) 431-2250 `r"" 7 W. °" NO. zale;'$ REMOTE CONTROL VALVE NUMBER * REMOTE CONTROL GPM NUMBER PROPOSED SCHEDULE 40 PVC MAINLINE PIPING, SIZE 3" DIAMETER I ---- EXISTING 3" DIA. SCHEDULE 40 PVC MAINLINE PIPING, EXISTING TO REMAIN. CLASS 200 PVC LATERAL LINE PIPING: 4 LD�O6 IRRIGATION LATERALS TO BE SIZED ACCORDING TO FLOWS ACCUMULATED. 3/4" LATERAL PIPE—CLASS 200 (0-10 GPM) 1" LATERAL PIPE—CLASS 200 (11-16 GPM) 1 1/4" LATERAL PIPE—CLASS 200 (17-26 GPM) 1 1/2" LATERAL PIPE—CLASS 200 (27-35 GPM) 2" LATERAL PIPE—CLASS 200 (35-55 GPM) PIPE SIZES SHALL BE ADJUSTED IN THE FIELD TO MATCH AS—BUILT CONDITIONS. IF EXISTING PIPING IN FIELD IS USED THE CONTRACTOR IS REQUIRED TO VERIFY THAT THE PIPE SECTIONS ARE LARGE ENOUGH TO ACCOMMODATE THE PROPOSED IRRIGATION ACCUMULATED GPM FLOW — — — — PVC SLEEVE FOR PIPE AND/OR WIRE, (SEE SPECIFICATIONS) REVISION JBR BY I DATE I APPR I xaRRvm, GENERAL NOTES 1. ALL WORK IS REQUIRED TO BE PERFORMED IN ACCORDANCE WITH CITY OF RENTON STD. SPECIFICATIONS. 2. SEE SHEETS LD -1 AND LD -2 FOR LANDSCAPE PLANS. SEE SHEET LD -3 FOR PLANTING SCHEDULE, SIZE, SPACING, ETC. AND GENERAL LANDSCAPE NOTES 3. SEE SHEETS LD -4 AND LD -5 FOR IRRIGATION PUNS AND LD -6 FOR IRRIGATION NOTES. 4. SEE CIVIL PUNS FOR SITE DEVELOPMENT AND UTILITY LOCATIONS. 5. ALL LOCATIONS OF EXISTING UTILITIES SHOULD BE VERIFIED IN THE FILED BEFORE CONSTRUCTION. CONTRACTOR SHALL PROTECT EXISTING UTILITIES TO REMAIN. 6. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983 (91) 7. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 IRRIGATION CONSTRUCTION NOTES NEW IRRIGATION. CONTRACTOR RESPONSIBLE TO INSTALL NEW IRRIGATION EQUIPMENT AND TIE INTO THE NEW IRRIGATION WATER SOURCE. NO IRRIGATION IN THIS TIGHT LANDSCAPE PLANTING AREA. PUNTS IN THIS AREA ARE DROUGHT TOLERANT AND WILL NOT REQUIRE IRRIGATION. A B C D E F( R-316311 IN CO PLIANCE WITH CITY OF RENTON STANDARDS .! BY: Date: BY: Date: BY: Date: BY: Date: 20' 10' 0 20' 40' SCALE IN FEET _ CIO C11 — C12 C131 C14 - - C75 Ct6- C17 cis C78 C20 - - C21 - I Ar - ar C23 C24_ _ _ _ C25 1 — C26- - C27 C28 C29 C30 AS SHOWN Nw%� PEDESTRIAN PATHWAYS AND PARKING I cR�N ' BOE//VG® N. STH ST. IMPROVEMENTS � DATUM v No* T PARTIAL IRRIGATION PLAN - SHEET 2 we ecx 5(!IE IROpMR41Y H J K L 10/24/14 LD -5 17 2 z� =o IS x� o a s 3 "m m D s o � R> m oa --- N s, w 3 az I z� rn > a I., z PR 00 n nm 7C 3 v _ L0 Iz m CID LO W _ v Vi - LLI Lij m I 1 I \\\ w FEDAID: - CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 J IRRIGATION LEGEND F =SST RAINBIRD 1812—SAM—PRS SHRUB SPRAYS, / J Q I E S*T 30 PSI (12" POP UP), MPR NOZZLES. LDv06 • RAINBIRD 44LRC, 1" QUICK COUPLING I 1 VALVE, LOCKING TOP LD -06 N LINE SIZE MAINLINE GATE VALVE (ISOLATION VALVE) LD -06 SUPERIOR 950 DW SERIES W/PRS, 24 VOLT L—) REMOTE CONTROL ZONE VALVES WITH LD -006 ZONE NUMBER DESIGNATION. SIZE CONTROL VALVES AS FOLLOWS: VALVE SIZE ALLOWABLE FLOW RATE 950 -DW -1.00 IN. 0-25 GPM. 950 -DW -1.25 IN. 26-40 GPM. 950 -DW -1.50 IN. 41-55 GPM. 950 -DW -2.00 IN. 55+ GPM. (NOTE) CONTRACTOR MAY RE -USE EXISTING IRRIGATION REMOTE CONTROL VALVES IF THE RESULT IS A COST SAVINGS �i BergerABAM n.E� WAVIM N REGLSIFAN 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 WD +. swwxo (206) 431-2300 Fax: (206) 431-2250 `r"" 7 W. °" NO. zale;'$ REMOTE CONTROL VALVE NUMBER * REMOTE CONTROL GPM NUMBER PROPOSED SCHEDULE 40 PVC MAINLINE PIPING, SIZE 3" DIAMETER I ---- EXISTING 3" DIA. SCHEDULE 40 PVC MAINLINE PIPING, EXISTING TO REMAIN. CLASS 200 PVC LATERAL LINE PIPING: 4 LD�O6 IRRIGATION LATERALS TO BE SIZED ACCORDING TO FLOWS ACCUMULATED. 3/4" LATERAL PIPE—CLASS 200 (0-10 GPM) 1" LATERAL PIPE—CLASS 200 (11-16 GPM) 1 1/4" LATERAL PIPE—CLASS 200 (17-26 GPM) 1 1/2" LATERAL PIPE—CLASS 200 (27-35 GPM) 2" LATERAL PIPE—CLASS 200 (35-55 GPM) PIPE SIZES SHALL BE ADJUSTED IN THE FIELD TO MATCH AS—BUILT CONDITIONS. IF EXISTING PIPING IN FIELD IS USED THE CONTRACTOR IS REQUIRED TO VERIFY THAT THE PIPE SECTIONS ARE LARGE ENOUGH TO ACCOMMODATE THE PROPOSED IRRIGATION ACCUMULATED GPM FLOW — — — — PVC SLEEVE FOR PIPE AND/OR WIRE, (SEE SPECIFICATIONS) REVISION JBR BY I DATE I APPR I xaRRvm, GENERAL NOTES 1. ALL WORK IS REQUIRED TO BE PERFORMED IN ACCORDANCE WITH CITY OF RENTON STD. SPECIFICATIONS. 2. SEE SHEETS LD -1 AND LD -2 FOR LANDSCAPE PLANS. SEE SHEET LD -3 FOR PLANTING SCHEDULE, SIZE, SPACING, ETC. AND GENERAL LANDSCAPE NOTES 3. SEE SHEETS LD -4 AND LD -5 FOR IRRIGATION PUNS AND LD -6 FOR IRRIGATION NOTES. 4. SEE CIVIL PUNS FOR SITE DEVELOPMENT AND UTILITY LOCATIONS. 5. ALL LOCATIONS OF EXISTING UTILITIES SHOULD BE VERIFIED IN THE FILED BEFORE CONSTRUCTION. CONTRACTOR SHALL PROTECT EXISTING UTILITIES TO REMAIN. 6. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983 (91) 7. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 IRRIGATION CONSTRUCTION NOTES NEW IRRIGATION. CONTRACTOR RESPONSIBLE TO INSTALL NEW IRRIGATION EQUIPMENT AND TIE INTO THE NEW IRRIGATION WATER SOURCE. NO IRRIGATION IN THIS TIGHT LANDSCAPE PLANTING AREA. PUNTS IN THIS AREA ARE DROUGHT TOLERANT AND WILL NOT REQUIRE IRRIGATION. A B C D E F( R-316311 IN CO PLIANCE WITH CITY OF RENTON STANDARDS .! BY: Date: BY: Date: BY: Date: BY: Date: 20' 10' 0 20' 40' SCALE IN FEET _ CIO C11 — C12 C131 C14 - - C75 Ct6- C17 cis C78 C20 - - C21 - I Ar - ar C23 C24_ _ _ _ C25 1 — C26- - C27 C28 C29 C30 AS SHOWN Nw%� PEDESTRIAN PATHWAYS AND PARKING I cR�N ' BOE//VG® N. STH ST. IMPROVEMENTS � DATUM v No* T PARTIAL IRRIGATION PLAN - SHEET 2 we ecx 5(!IE IROpMR41Y H J K L 10/24/14 LD -5 17 2 I� z� =o IS x� o a s 3 "m m D s o � R> m oa 1 N s, w I� z� =o IS x� o no m D s o � R> C oa 1 z w 3 az I z� rn > a I., z PR 00 n nm 7C 3 v z m Iz m I � z� =o x� waa m yyg a o D s o � R> C oa 1 � w 3 I z� rn > a I., z n I - I I I� 8 as m yyg a o D g D N C Z 9 • El O SET VALVE BOX FLUSH W/ SURROUNDING FINISHED GRADE 4" SCH. 80 NIPPLE �. . VALVE BOX AUTOMATIC CONTROL (AS SPECIFIED) `VALVE (AS SPECIFIED) SCH. 80 MIPT UNION (BOTH SIDES OF VAL LD -06 SCALE: 1/2" = 1' SET TOP FLUSH - W/FINISH GRADE IN LAWN AREAS x I- 12"± OF CL DRAIN RC o� N w�l zl ' ¢IM FILTER - FABRIC °r.,[ -I! OL VALVE VE T SET TOP i"ABOVE FINISH GRADE IN BED AREAS -GATE VALVE (LINE SIZED) -CONTINUOUS BRICK FOUNDATION (TYPICAL) -6"DIA. PVC PIPE, 10"±LONG; UTILIZE AMETEK 20"DEEP ROADWAY BOX BOTTOM IF MAINLINE DEPTH IS 24" PVC SCH. 40 -. MAINLINE W/ L -i L;= -II I- TRACE WIRE FLANGE ADAPTERS L IIII iiiI -1 i , !II III LLI=111; -11r I' WELL COMPACTED SUBGRADE SYSTEM MAINLINE GATE VALVE LD -06 SCALE: 1/2" = 1'-0" 12" PRE -ASSEMBLED SWING JOINT, (HUNTER w OR RAINBIRD), UTILIZE I" SIZE FOR 1800'S w z � I � z w � N 45' OR LESS TOP i" ABOVE FINISHED GRADE IN BED AREAS TOP FLUSH W/ FINISHED GRADE IN 6" DEPTH DRAIN ROCK BRICK 10"DIA. VALVE BOCK W/BOLT DOWN TOP i" ABOVE FINISHED GRADE IN BED AREAS jt}{=QUICK COUPLER 2 -ZIP III= VALVE TIES V=III bo 0000000 NOTE: VALVE KEY HANDLE TO IIII CLEAR TOP OF BOX BY &gBFg. IIII.2i" MINIMUM. %SUPPORTS -til-1 l l l 'I 1=''ITI=' FILTER FABRIC HORIZONTAL STABILIZER I--6" MIN. -� 18" LONG, 1" 4 SCH. 40 PIPE O 1 4-SCH. 40 DURA QC STANDARD UNIBODY DOIL #1-A4-1-11-12 (INCLUDES QUICK LOCK). MAINLINE TEE INSTALL W/ A 30'-60' RISE FROM (SLIP X SLIP X SLIP) HORIZONTAL PLANE. QUICK COUPLING VALVE K27_� ALONG SYSTEM MAINLINE LD -06 SCALE: 1/2" = 1'-0" FINISH GRADE CLASS 200 - PVC LATERAL LINE PIPING SCHEDULE 40 PVC MAINLINE PIPING TRENCH BACKFILL PER SPECIFICATIONS BARE COPPER TRACE 1 WIRE TAPED TO TOP OF IIT: ALL LATERALS AND = MAINLINE AT 20' O.C. 1111111 4„ I� CONTROL WIRES TAPED TOGETHER AT 20' O.C. -III-III= LOCATE 4" MIN. FROM SIDE OF MAINLINE. IRRIGATION PIPE TRENCH SECTION LD -06 SCALE : N. T. S. VALVE BOXES (TYPICAL) 12" 12" RAINBIRD 5' f 6" 12" 1800 SERIES EDGE OF PLANTING BED o n o OR LAWN AREA MARLEX MIPT X FIPT ' :`.., ' :p 4. .: • . .'...; .; 90 DEG. STREET ELL " ''..• .... ,' �: '• . �••, J'•... ? ..:•. ,W: : , ., .;...... •: EDGE OF PAVING OR TRACE WIRE - LBdE - SLIP X FIPT X SLIP MAINLINE TEE MARLEX MIPT X FIPT 90 DEG. STREET ELL �D ) KAIINIJIKU 1 bUU SLKILS INS I ALLA I IUIN 0 LD -06 SCALE : 1" = 1'-0" N U O 0 FEDAID: - CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 J a�� i BergerABAM S ', CF WA411NCfON 33301 9th Avenue South, Suite 300 LV1�fR1➢EMCm'EIFL� Federal Way, Washington 98003-2600'°' (206) 431-2300 Fax: (206) 431-2250cExnraAW. n W. .2 en NO. NOTES: GRAVEL AREA 1. CENTER VALVE BOX OVER VALVE TO FACILITATE REMOVAL AND SERMICING. 2. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 3. AVOID OVER COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE -'1 I VALVE BOX INSTALLATION LD -06 SCALE : N. T. S. D wa >1 -1111 - zx al" zl' Z c 9z 0 v m m' 2 O <> ' 1 mo ryi C BOX TO CLEAR PIPE 3 6 a Nz FILTER FABRIC BY 1" MIN. (TYP.) m - m n - _ 1 OVER OPENING LATERAL 1 SCH. 80 90' ELL FILTER FABRIC -III; OVER OPENING SCH. 80 MALE TRACE WIRE O ADAPTER SCH. 40 MALE - °0°00 00_ _70000 III J 0OO'Ac - O O O - III -- MAINLINE W/ TEE ADAPTERWELL - --._f = n 000 OooQo n _ NOTE: CONTINUOUS BRICK SUBGRADEPACTED SUPPORTS AROUND UNIONS MAY NOT FIT COMPLETELY INSIDE THE VALVE BASE BOX. NOTES: 1. ALL WIRE INSTALLATIONS WILL BE IN COMPLIANCE W/ APPLICABLE CODES, 2. TAPE AND BUNDLE WIRE EVERY 15 FEET. 3. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BOX. 4. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT 5. VALVE BOX SHALL NOT REST ON PIPES - PROVIDE 1" CLEAR AROUND ALL PIPES. 6. SEAL OPENINGS W/ FILTER FABRIC TO PREVENT DEBRIS FROM ENTERING. LD -06 SCALE: 1/2" = 1' SET TOP FLUSH - W/FINISH GRADE IN LAWN AREAS x I- 12"± OF CL DRAIN RC o� N w�l zl ' ¢IM FILTER - FABRIC °r.,[ -I! OL VALVE VE T SET TOP i"ABOVE FINISH GRADE IN BED AREAS -GATE VALVE (LINE SIZED) -CONTINUOUS BRICK FOUNDATION (TYPICAL) -6"DIA. PVC PIPE, 10"±LONG; UTILIZE AMETEK 20"DEEP ROADWAY BOX BOTTOM IF MAINLINE DEPTH IS 24" PVC SCH. 40 -. MAINLINE W/ L -i L;= -II I- TRACE WIRE FLANGE ADAPTERS L IIII iiiI -1 i , !II III LLI=111; -11r I' WELL COMPACTED SUBGRADE SYSTEM MAINLINE GATE VALVE LD -06 SCALE: 1/2" = 1'-0" 12" PRE -ASSEMBLED SWING JOINT, (HUNTER w OR RAINBIRD), UTILIZE I" SIZE FOR 1800'S w z � I � z w � N 45' OR LESS TOP i" ABOVE FINISHED GRADE IN BED AREAS TOP FLUSH W/ FINISHED GRADE IN 6" DEPTH DRAIN ROCK BRICK 10"DIA. VALVE BOCK W/BOLT DOWN TOP i" ABOVE FINISHED GRADE IN BED AREAS jt}{=QUICK COUPLER 2 -ZIP III= VALVE TIES V=III bo 0000000 NOTE: VALVE KEY HANDLE TO IIII CLEAR TOP OF BOX BY &gBFg. IIII.2i" MINIMUM. %SUPPORTS -til-1 l l l 'I 1=''ITI=' FILTER FABRIC HORIZONTAL STABILIZER I--6" MIN. -� 18" LONG, 1" 4 SCH. 40 PIPE O 1 4-SCH. 40 DURA QC STANDARD UNIBODY DOIL #1-A4-1-11-12 (INCLUDES QUICK LOCK). MAINLINE TEE INSTALL W/ A 30'-60' RISE FROM (SLIP X SLIP X SLIP) HORIZONTAL PLANE. QUICK COUPLING VALVE K27_� ALONG SYSTEM MAINLINE LD -06 SCALE: 1/2" = 1'-0" FINISH GRADE CLASS 200 - PVC LATERAL LINE PIPING SCHEDULE 40 PVC MAINLINE PIPING TRENCH BACKFILL PER SPECIFICATIONS BARE COPPER TRACE 1 WIRE TAPED TO TOP OF IIT: ALL LATERALS AND = MAINLINE AT 20' O.C. 1111111 4„ I� CONTROL WIRES TAPED TOGETHER AT 20' O.C. -III-III= LOCATE 4" MIN. FROM SIDE OF MAINLINE. IRRIGATION PIPE TRENCH SECTION LD -06 SCALE : N. T. S. VALVE BOXES (TYPICAL) 12" 12" RAINBIRD 5' f 6" 12" 1800 SERIES EDGE OF PLANTING BED o n o OR LAWN AREA MARLEX MIPT X FIPT ' :`.., ' :p 4. .: • . .'...; .; 90 DEG. STREET ELL " ''..• .... ,' �: '• . �••, J'•... ? ..:•. ,W: : , ., .;...... •: EDGE OF PAVING OR TRACE WIRE - LBdE - SLIP X FIPT X SLIP MAINLINE TEE MARLEX MIPT X FIPT 90 DEG. STREET ELL �D ) KAIINIJIKU 1 bUU SLKILS INS I ALLA I IUIN 0 LD -06 SCALE : 1" = 1'-0" N U O 0 FEDAID: - CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 J a�� i BergerABAM S ', CF WA411NCfON 33301 9th Avenue South, Suite 300 LV1�fR1➢EMCm'EIFL� Federal Way, Washington 98003-2600'°' (206) 431-2300 Fax: (206) 431-2250cExnraAW. n W. .2 en NO. NOTES: GRAVEL AREA 1. CENTER VALVE BOX OVER VALVE TO FACILITATE REMOVAL AND SERMICING. 2. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 3. AVOID OVER COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOXES. z0 �o VALVE BOX INSTALLATION LD -06 SCALE : N. T. S. D REVISION f:37f�7��/QSa IRRIGATION LEGEND • s '5 F H SST RAINBIRD 1812 -SAM -PRS SHRUB SPRAYS, Q TIE} 30 PSI (12" POP UP), MPR NOZZLES. \LD -06 • RAINBIRD 44LRC, 1" QUICK COUPLING ! I VALVE, LOCKING TOP LD -06 ►� LINE SIZE MAINLINE GATE VALVE ! 1 (ISOLATION VALVE) LO -06 0 SUPERIOR 950 DW SERIES W/PRS, 24 VOLT REMOTE CONTROL ZONE VALVES WITH ZONE NUMBER DESIGNATION. SIZE CONTROL VALVES AS FOLLOWS: VALVE SIZE ALLOWABLE FLOW RATE 950 -DW -1.00 IN. 0-25 GPM. 950 -DW -1.25 IN. 26-40 GPM. 950 -DW -1.50 IN. 41-55 GPM. 950 -DW -2.00 IN. 55+ GPM. (NOTE) CONTRACTOR MAY RE -USE EXISTING IRRIGATION REMOTE CONTROL VALVES IF THE RESULT IS A COST SAVINGS zone r REMOTE CONTROL VALVE NUMBER �REMOTE CONTROL GPM NUMBER - PROPOSED SCHEDULE 40 PVC MAINLINE PIPING, C Y SIZE 3" DIAMETER LD -006 ---- EXISTING 3" DIA. SCHEDULE 40 PVC MAINLINE PIPING, EXISTING TO REMAIN, 4 CLASS 200 PVC LATERAL LINE PIPING: LD�06 IRRIGATION LATERALS TO BE SIZED ACCORDING TO FLOWS ACCUMULATED. 3/4" LATERAL PIPE -CLASS 200 (0-10 GPM) 1" LATERAL PIPE -CLASS 200 (11-16 GPM) 1 1/4" LATERAL PIPE -CLASS 200 (17-26 GPM) 1 1/2" LATERAL PIPE -CLASS 200 (27-35 GPM) 2" LATERAL PIPE -CLASS 200 (35-55 GPM) PIPE SIZES SHALL BE ADJUSTED IN THE FIELD TO MATCH AS -BUILT CONDITIONS. IF EXISTING PIPING IN FIELD IS USED THE CONTRACTOR IS REQUIRED TO VERIFY THAT THE PIPE SECTIONS ARE LARGE ENOUGH TO ACCOMMODATE THE PROPOSED IRRIGATION ACCUMULATED GPM FLOW - - - - PVC SLEEVE FOR PIPE AND/OR WIRE, (SEE SPECIFICATIONS) IRRIGATION NOTES 1. ALL EXISTING AND PROPOSED LANDSCAPE PLANTING AREAS TO BE IRRIGATED BY AN UNDERGROUND IRRIGATION SYSTEM EXCEPT AS NOTED ON PLANS. REFER TO SPECIFICATIONS. 2. CONTRACTOR RESPONSIBLE TO FIELD ADJUST EXISTING IRRIGATION SYSTEM IMPACTED BY PROPOSED SITE WORK, UTILITIES AND STRUCTURES. MODIFICATION TO ADJACENT IRRIGATION SYSTEM OUTSIDE OF PROJECT LIMITS IS NECESSARY TO INSURE ORIGINAL SYSTEM IS PROPERLY FUNCTIONING. CONTRACTOR TO COORDINATE WITH PROJECT MANAGER AND SITE FACILITIES MANAGER. 3. CONTRACTOR IS REQUIRED TO VERIFY MINIMUM AVAILABLE FLOW AND DYNAMIC PRESSURE AVAILABLE AT THE NEW POINT OF CONNECTION PRIOR TO COMMENCING WORK. THE CONTRACTOR IS REQUIRED TO NOTIFY THE OWNER IF THERE IS INSUFFICIENT WATER PRESSURE OR FLOW PRIOR TO INSTALLING ANY IRRIGATION EQUIPMENT. 4. ALL COMPONENTS OF IRRIGATION SYSTEM SHALL BE INSTALLED AND PROPERLY ADJUSTED TO PROVIDE ADEQUATE COVERAGE AND MINIMIZATION OF OVER SPRAY ONTO WALLS, STRUCTURES, PARKING AREAS, ETC. ALL AREAS ARE TO BE EVENLY IRRIGATED WITH 100% OVERLAP COVERAGE. ADJUST HEADS IN FIELD AND ADD ADDITIONAL HEADS AS NECESSARY WITHOUT INCREASE IN CONTRACT AWARD. THE CONTRACTOR HAS THE ABILITY TO USE EXISTING SPRAY HEADS AND VALVES TO COMPLETE THE WORK. 5. ADJUST MAINLINE AND LATERAL LOCATIONS TO AVOID STRUCTURES, POLES, FENCING, EXISTING TREES, UTILITIES, ETC. PIPING SHOWN ON IRRIGATION PLANS IS DIAGRAMMATIC. 6. COORDINATE NEW POINT OF CONNECTION AND THE AUTOMATIC CONTROL VALVE LOCATIONS WITH BOEING MAINTENANCE PRIOR TO CONSTRUCTION. 7. INSTALL SLEEVES WHERE PVC MAINS, PVC LATERALS, AND/OR 24V WIRES PASS BENEATH PAVED OR GRAVEL AREAS EVEN IF NOT SHOWN ON PLANS. 8. SYSTEM TO BE DESIGNED TO PROVIDE 1" PRECIPITATION PER SEVEN DAY WEEK WITHIN APPROXIMATELY AN EIGHT HOUR WATER WINDOW DURING WARMEST AND DRIEST TIME OF THE IRRIGATION SEASON. RUN TIMES (BASED ON 1: PER WEEK) SHALL BE ADJUSTED DURING THE IRRIGATION SEASON BASED UPON EVAPOTRANSPIRATION REQUIREMENTS. 9. ADDITIONAL WATERING WILL BE REQUIRED DURING PERIOD OF PLANT ESTABLISHMENT AND DURING THE FIRST YEAR OF COMPLETE SUMMER OPERATION. NOZZLE SIZES AND ARCS INDICATED ON PLANS (F=360', TQ=270', H=180', T=129, Q=90') PROVIDED FOR CONVENIENCE ONLY. ADJUST NOZZLES AND RADIUS AS REQUIRED. 10. CONTRACTOR IS ONLY RESPONSIBLE TO IRRIGATE AREAS WITH PLANTINGS EXCEPT AS NOTED ON PLANS. AREAS WITH JUST GRAVEL SHALL BE NON -IRRIGATED. 11. THIS SYSTEM IS WINTERIZED BY USE OF COMPRESSED AIR INJECTED AT THE QUICK COUPLING VALVES LOCATED ALONG THE IRRIGATION MAINLINE. VERIFY MINIMUM AVAILABLE FLOW AND DYNAMIC PRESSURE AVAILABLE AT THE POINT OF CONNECTION PRIOR TO COMMENCING WORK (SEE SPECS). 12. ROUTE TWO SPARE CONTROL WIRES AND ONE SPARE COMMON WIRE TO EACH VALVE WHEREVER POSSIBLE. 13. PASS AND LOOP AT ALL INTERMEDIATE VALVE LOCATIONS. NOTE: REMOTE CONTROL VALVES HAVE SPARE WIRES LOOPED IN THEIR VALVE BOXES, ROUTE TWO SPARE CONTROL WIRES AND ONE SPARE COMMON WIRE TO EACH VALVE. 14. VALVE DESIGNATION NUMBER (I.E.: '10' FOR VALVE NUMBER 10) SHALL BE CLEARLY NOTED ON EACH VALVE SUCH THAT IT CAN BE VISIBLY READ WHEN VALVE BOX LID IS OPENED. 15. CONTRACTOR IS RESPONSIBLE TO INSPECT ALL IRRIGATION ON SITE BEFORE CONSTRUCTION BEGINS AND CREATE A ROUGH AS -BUILT PLAN THAT HAS THE FOLLOWING INFORMATION; NUMBER OF IRRIGATION VALVES AND THEIR LOCATION, CONTROLLER LOCATIONS AND THE CAPACITY OF EACH CONTROLLER LISTED, AND LOCATIONS OF ALL WATER SOURCE POINTS OF CONNECTION WITH PRESSURE AND FLOW READINGS. ONCE COMPLETE CONTRACTOR SHALL GO OVER AS BUILT PLAN WITH BOEING MAINTENANCE STAFF TO MAKE SURE NOTHING WAS MISSED. 16. UPON COMPLETION OF THE IRRIGATION SYSTEM THE CONTRACTOR IS REQUIRED TO GO OVER ALL IRRIGATION IMPROVEMENTS WITH BOEING MAINTENANCE STAFF AND PROVIDE THEM KEYS/MANUALS OR ANYTHING ELSE THEY NEED TO MAINTAIN THE NEW IRRIGATION SYSTEM. PROVIDE BOEING STAFF WITH AN UPDATED AS -BUILT IRRIGATION PLAN OF THE ENTIRE SITE AND DEMONSTRATE THAT ALL IRRIGATION ZONES OPERATE FROM THE IRRIGATION CONTROLLERS. 17. CONTRACTOR IS RESPONSIBLE TO PROVIDE A POINT OF CONNECTION TO SERVICE THE IRRIGATION SYSTEM IF NEEDED. CONTRACTOR SHALL COORDINATE WITH BOEING MAINTENANCE PERSONNEL TO ACHIEVE THIS. IN CP111PLIANCE WITH CITY OF RENTON STANDARDS BY: Date: BY: Date: BY: Date: BY: Date: MA.! JBR AS SHOWN d1E Ilgl NLL CME E ll4 6 Iql NLM 5WE ALT9MMi,Y wmru: ww Tam DATUM R=376318 Cop. L(tq- v 055 T 1� WE PEDESTRIAN PATHWAYS AND PARKING 10/24/14 BOE/NG® N. STH ST. IMPROVEMENTS IRRIGATION LEGEND & DETAILS LD -6 N T W 0yi n 6 z0 �o u i p �E o R x T D m'm >1 $2 A 0 z m a al" zl' Z c 9z 0 v m m' 2 O <> N T W 0yi n 8 z0 �o u Af �E o a 0o D m'm >1 $2 A 0 z m a al" zl' Z c 9z 0 v m m' 2 O <> ' 1 mo ryi C a" 3 6 a Nz m m n W 0yi n B z0 �o u Af �E o a 0o m D m'm >1 $2 A 0 z m a al" zl' 3-D i O v m m' 2 O <> w ryi 3N z� �> a w n B o a 0o m D al" 0 SEC 7, T23N, R5E, W.M. 2 9 STA. 598+56.4 8.7' RT. N N r 12 STA. 598+ 0.0 27.0' LT. - - EXISTING TURN ARROWSTA 598+97 7 10 V TO BE REMOVED END WIDE WHITE DOTTED LANE LINE -- -- � -_-- _ --- ---- - --- -----BEGIN WHITE LANE LINE --- -- - ro -- DOUBLE YELLOW CENTER LINE rn_._ __... _.. -._ _. _. -.-__. __.-_ `.-------_..-- EXISTING TURN ARROW ---.__-_.=.`.i ` - TO BE REMOVED _ __ _:-END WHTESLANE 2 7 (LINE Q EXISTING TURN ARROW TO BE REMOVED O STA. 598+17.6 r -.-_ _ 5.0LT. \596+00 XISTING TURN ARROW a _._., = r `, -- - - - TO BE REMOVED p - MATCH B ING N 6TH STU - IMPROVEMENTS CENTER LINE 'OTTED EXTENSION LINE '^ - @)STA. 599258BEGIN WIDE WHITE -- --- - - -- - -6.0'RT.DOTTED LANE LINE : A. 596+73.0 .-- � - - STA 595+98 q 5B ' LT.N 6TH STOSTA. 597+80.8 1 l2- ---- - -11.5' RT. -------5951+00 _ _ 5971+00_ 5981+00 _ 1 1 599+00 o BEGIN DOUBLE YELLOW CENTER LINE - q \, 11 75 RT. BEGIN WHITE APPROACH LINE o LEGEND ®34A6'5 RT.+79 6 LV10 STA. 599+25.8.R 3763 19 v SYMBOL DESCRIPTION 14.8' RT. _ 0 d 11 PROPOSED SIGN ® CHANNELIZATION NOTE CHANNELIZATION NOTES GENERAL NOTES 1 INSTALL 4" MARKER DOUBLE YELLOW CENTER LINE IN ACCORDANCE WITH CIN OF RENTON STANDARD PLAN H001. 1. ALL WORK SHALL BE IN ACCORDANCE WITH CIN OF RENTON STANDARDS, WAS O SIGN DETAILSO2 INSTALL 4' MARKER WHITE LANE LINE IN ACCORDANCE WITH CIN OF RENTON STANDARD PLAN H002. STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD PLANS AND o SPECIFICATIONS, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). _ O3 INSTALL 4" WHITE DOTTED EXTENSION LINE IN ACCORDANCE WITH WSDOT STANDARD PLAN M-20.10-02. 2. REMOVE EXISTING CHANNELIZATION AND SIGNAGE IN CONFLICT WITH PROPOSED CHANNELIZATION AND SIGNAGE, WITHIN PROJECT LIMITS, AS SHOWN ON THESE PLANS LEFT LANE OINSTALL B" MARKER APPROACH LINE IN ACCORDANCE WITH CIN OF RENTON STANDARD PLAN H002. OR AS DIRECTED BY THE ENGINEER. ANY EXISTING CHANNELIZATION OR SIGNAGE TO N REMAIN IN PLACE THAT IS DAMAGED OR OTHERWISE ALTERED BY CONSTRUCTION c OS INSTALL 18" THERMOPLASTIC WHITE STOP LINE IN ACCORDANCE WITH WSDOT STANDARD PLAN M-24.60-04. ACTIVITIES SHALL BE REPLACED AS DIRECTED BY THE ENGINEER. MUSTd ©INSTALL 8" WHITE WIDE DOTTED LANE LINE IN ACCORDANCE WITH WSDOT STANDARD PLAN M-20.10-02. TURN LEFT O7 INSTALL 8" MARKER YELLOW GORE MARKINGS AT 45' ANGLE AND 10' SPACING IN ACCORDANCE WITH CITY OF ONLY ONLY ONLY RENTON STANDARD PLAN H008 AND WSDOT STANDARD PLAN M-3.40-03. L J R3 -8b@) 7 ® INSTALL TYPE 2SR (RIGHT) TRAFFIC ARROW IN ACCORDANCE WITH WSDOT STANDARD PLAN M-24.40-01. o IN COMPLIANCE WITH CITY OF RENTON O INSTALL TYPE 2SL (LEFT) TRAFFIC ARROW IN ACCORDANCE WITH WSDOT STANDARD PLAN M-24.40-01. STANDARDS 30" X 48" 36" X 36" 10 40 �./ BACKGROUND - WHITE BACKGROUND - WHITE 10 INSTALL TYPE 1S (THROUGH) TRAFFIC ARROW IN ACCORDANCE WITH WSDOT STANDARD PLAN M-24.40-01. LEGEND - BLACK LEGEND - BLACK BY: G^•w.. �• �� Date:/o 30 LL 11 Ig INSTALL LANE USAGE SIGN (MUTCD R3-88) PER SIGN DETAIL THIS SHEET, AND IN ACCORDANCE WITH WSDOT 0 20 60 STANDARD PLAN G-20.10-01 AND CITY OF RENTON STANDARD PLANS G004.3, G010, AND G012. BY: Date: t2 INSTALL LANE STANDARD PLANOGi201SIGN .10-01 (MUTCD CITY OF ) PER RENTONSIGN STANDARDETAIL D PTHIS LANS SHEET, G 04.3, GONOAC NODRDGAON ZE WITH WWSDOT BY: Date: BY: Date: N ss/OA'�L L Ice U`w 17' (�0'JS L 7 FEDAID: - a�EE°' "'"' wmrr.� ww see _ =' AS SHOWN PEDESTRIAN PATHWAYS AND PARKING HCPoZCMAL WD 19&)/,991 10/24/14 �tfffi1SPOGROUP JBB N. 6TH ST. IMPROVEMENTS CALL 48 HOURS JBIR BOE//VG® CH -1 R BEFORE YOU DIG 11730118TH AVENUE NE, SUITE 600 (TEL) 425821-3665 aE DJS �i DATUM CHANNELIZATION PLAN 1-800-424-5555 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 NO. REVISION BY DATE APPR APP J e_ -L), (L-'2>'7)6'>>( n p n 8 z� Cl a n m u LD z m z 8 � S z n p n 8 z� Cl a n m 00 ao D ti Aa m N rnz S z � z m Z 3 n s a m N 3 �n< W m m m n I i p n 8 z� u a n T0 m N.1 n o n ti Aa rnz g m >•p s a �2 O F a ^ �n< W �1 W z z n i 8 na m n o D m 0 N O 2 U T LN CENTER LINES • ® • • • • • • • • • D • • • • • • • • 4" E 1 4" YELLOW TYPE 'I' 30 1 LINE MARKERS DCJBLE YELLOW CENTER LINE �- 4" YELLOW TYPE 'Ild' LINE MARKERS (REFL.) �'•� 110 ••.0 9'L4" YELLOW TYPE 'I' \ LINE MARKERS SINGLE SKIP YELLOW CENTER LINE 4" YELLOW TYPE 'lid' LINE MARKERS (REFL.) TWO-WAY LEFT TURN LANE NUMBER OF 2 -WAY LEFT TURN ARROWS '► SPEED LIMIT 25 MPH ----- 200' D.C. SPEED LIMIT 30-35 MPH -- 25C' C.C. SPEED LIMIT 40-45 MPH -- 300' C.C. CHANNEUZATLON MAIU(f:RS DLt ML ADOPTED 1 arT or plai. I* stQ61"liD r1.vo — L]T MM ea/eJ DWG. NAME H001 SP PAGE: HCC:1 J APPROACH LINE i 1 1 1 i i i i 1 1 ®i t-8. 4•. WHITE TYPE 'I' LINE MARKERS 4" WHITE TYPE Ile' LINE MARKERS (REFL.) NUMBER AND LOCATIONS OF ARROWS APPROACH LINE LENGTH ARRC'N LOCATIONS �OR 20'-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR) 50'-125' 2 ARROWS(20' BACK & END OF APPROACH LINE) .2, YELLOW TYPE 'Ild' LINE MARKERS (REFL) MIDWAY & END OF LINE) ARROWS �4" 4" YELLOW TYPE T LINE MARKERS 1 D s : z 4' ® • I T.-Wr NUMBER OF 2 -WAY LEFT TURN ARROWS '► SPEED LIMIT 25 MPH ----- 200' D.C. SPEED LIMIT 30-35 MPH -- 25C' C.C. SPEED LIMIT 40-45 MPH -- 300' C.C. CHANNEUZATLON MAIU(f:RS DLt ML ADOPTED 1 arT or plai. I* stQ61"liD r1.vo — L]T MM ea/eJ DWG. NAME H001 SP PAGE: HCC:1 J APPROACH LINE i 1 1 1 i i i i 1 1 ®i t-8. 4•. WHITE TYPE 'I' LINE MARKERS 4" WHITE TYPE Ile' LINE MARKERS (REFL.) NUMBER AND LOCATIONS OF ARROWS APPROACH LINE LENGTH ARRC'N LOCATIONS �OR 20'-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR) 50'-125' 2 ARROWS(20' BACK & END OF APPROACH LINE) 125'-300' 3 ARROWS(20' BACK, MIDWAY & END OF LINE) ARROWS OVER 300' AT 100' INTERVALS SKIP APPROACH LINE 4" WHITE TYPE 'I' UNE MARKERS 4" WHITE TYPE 'Ile UNE MARKERS (REFL.) LANE LINE 1 ?" �•9• 1 15'�- 3'I1 `•`�'4" v,711TE TYPE 'I'• LINE MARKERS 4" ;.RITE TYPE 'Ile' LINE MARKERS (REFL.) CHAN ELTZATIOK MAKERS 0607AM ADOPTED .•�� CITY OF losses •',+7S i* 9TA1Al® PLW9 - rs wrz va/oa DWG. NAME: HD02 SP PAGE HOD2 Type 2Y RPM Continue mmtin9s to orls ca Core e ara aaa thercono-acr TWO WAY LEFT TURN LINE 2M RPM ITTPI Type IM RPM ITTPI —W;de Line CORE AREA MARKINGS r Canted ine of J. Gore ore° OCT O 0 O O ° O O_. O 4s• OOOQ, 0- O y0 op`AT `ye`O° °° •. 00 OEEOYY; 0° O 0° , 0 Orrhr; p,,ettae/ /Of Direction of Novel (Main Tinel RAISED PAVEMENT MARKER SUBSTITUTION PATTERNS STANDARD PLAN H-Sd SJlLT I or 2 wa's ADOPTED CITY OF RENTON rSTANDARD PLANS LAST DATE: 04/142000 5P PAGE H007.3 WHITE 12" TO 24' t�R OSTOP LINE -3 -3iOmWHITER-2'-3" .� a o WHITE EDGE OF ROAD UNE TURN MARKINGS LSI I i 6' TO 8' I i O �45 _ tea_,_ �1 zi TRAFFIC FLOW " .v m WHITE OR YELLOW 2/ :rr C 0 6" TO 8' I ( ( r c ISLAND W/CROSSHATCHING 3763209 — 0 75'-0' R= w 3:5 RATIO 0 m WRITE LANE LINES o h."_., Y. IT .I_ L i.... I, 5 I ,o,F .ePEHIP.G -Pe TH e 0_,, p, r I. P e - 6.. L - swD O O '-S v.J a; !n 50' VAR. 15' iM1 i !RV?YOP0I cu.En Fcr I 0,-. C _+LC T_ 1. 11 r_ r.e =. - 111E Iit 1fa. 5' Pavement Marking Details IN COMPLIANCE WITH CITY OF RENTON — STANDARDS ... .. .... BY: moi ... /1l !Orr ! C Date: iWa-1i! LL z .e To j _ a MEp Nz 00 a0 12 28' � c m y( 4' IIYPT m s n D s : z 4' I T.-Wr I•£f +uta lone �.❑ 0 0 0 ❑ 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 O 9❑ 0 0 0 0 0 I_ !0 Tnro�tro£fic torea£fic tore 20' I T Oe 2YY RPM ITYP] y T Type IY RPM ITTPI ._./f � Type 2Y RPM Continue mmtin9s to orls ca Core e ara aaa thercono-acr TWO WAY LEFT TURN LINE 2M RPM ITTPI Type IM RPM ITTPI —W;de Line CORE AREA MARKINGS r Canted ine of J. Gore ore° OCT O 0 O O ° O O_. O 4s• OOOQ, 0- O y0 op`AT `ye`O° °° •. 00 OEEOYY; 0° O 0° , 0 Orrhr; p,,ettae/ /Of Direction of Novel (Main Tinel RAISED PAVEMENT MARKER SUBSTITUTION PATTERNS STANDARD PLAN H-Sd SJlLT I or 2 wa's ADOPTED CITY OF RENTON rSTANDARD PLANS LAST DATE: 04/142000 5P PAGE H007.3 WHITE 12" TO 24' t�R OSTOP LINE -3 -3iOmWHITER-2'-3" .� a o WHITE EDGE OF ROAD UNE TURN MARKINGS LSI I i 6' TO 8' I i O �45 _ tea_,_ �1 zi TRAFFIC FLOW " .v m WHITE OR YELLOW 2/ :rr C 0 6" TO 8' I ( ( r c ISLAND W/CROSSHATCHING 3763209 — 0 75'-0' R= w 3:5 RATIO 0 m WRITE LANE LINES o h."_., Y. IT .I_ L i.... I, 5 I ,o,F .ePEHIP.G -Pe TH e 0_,, p, r I. P e - 6.. L - swD O O '-S v.J a; !n 50' VAR. 15' iM1 i !RV?YOP0I cu.En Fcr I 0,-. C _+LC T_ 1. 11 r_ r.e =. - 111E Iit 1fa. 5' Pavement Marking Details IN COMPLIANCE WITH CITY OF RENTON — STANDARDS ... .. .... BY: moi ... /1l !Orr ! C Date: iWa-1i! LL z zz To j _ a MEp Nz 00 a0 D � c m C m s n D s : z <i -i' 1-}- ° -�=={ BY: Date: R.Co ADOPTED Dip gJFOF "'Aser4,2i • RAILROAD CROSSING MARKING '• CITY OFRENTON _ BY: Date: STANDARD PLANS PUBLIC riORK THERMOPLASTICIPAINTED . 1 T N LST DATE: 1 -Aug -90 .' DEPARTMENT CROSSWALK qYA:.., BY: Date: NYY .c, DWO NAME: -03 SP PAGE: H008 V O .cs c/sTEnfoG`? /^ o P S20!vAL G� fs/zY�Sr Cof. VITT 1 �W .�✓ I 10/24/14 FEDAI D: = r RrsMMm AS SHOWN �` °� %eBi PEDESTRIAN PATHWAYS AND PARKING �tranSPOGROUP aRw JBR N. 6TH ST. IMPROVEMENTS E CALL 48 HOURS JBR au DATUM �[ BOEZA/G® `pMwaw BEFORE YOU DIG 11730118TH AVENUE NE, SUITE 600 (TEL)425821-3665 x anDJS IXm U ��jj CHANNELIZATIONDETAILS- SHEET CH -2 1-800-424-5555 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 NO. REVISION BY DATE APPR PP PP 20 26 19 J Com: R--7 Li r�� 8 00 a0 D � c C z D s : z (') O U am Nr • ACrmwmE exvouwreaA•. %A®FMM Mw4 a) 3 m a z a9TIM.@, r u z lOrKeMIl A1MARDIL,IRIH,1 D xoom �� N eN L p E71 ro O " Q } @ rrou c m m rror • Q ' �a rror + D w OF 7 e w Mf1FMl® iu I RI ,VDONYfM1rA- O o L rn e 0 0 U E , am Nr • ACrmwmE exvouwreaA•. %A®FMM Mw4 b 3 m a m a9TIM.@, r u z lOrKeMIl A1MARDIL,IRIH,1 D xoom �� M ,n w », eN On p ro ro ro ro ro O " M i S >• MO rrou • e i s • m rror • s u • a ' �a rror + u w Mroa 7 e w Mf1FMl® WwW I u m o : pF I M i ua®wOxP E 3 g IIaDT (wTJ � kF I•fIND F ,�iIE w,P FORFWi rAVOBlf.9H tnCIIETE � [dIIYLTOM IIB54 oETAi sA,arovuxa.v. roar IMILY PC6T1[ME oFVASim OTxL wEsr CLEVATDN f93toeAVLWOx rwse Jt �R. CO F N'ASy �t N N E10r0G$CST o .JsONAL 1 //,/ FEDAID: — r CALL 48 HOURS y BEFORE YOU DIG 1-800-424-5555 J smE �jL -LI Vv o uw F VL91_` N 1 MIA. MT DETAIL AO TTEL-IS iH ,i�l�Y.fl mPl Ir I DALVAN�D MESAL CAP ' � I P oux xolEA I Ieo,H wEs nr., I I I II w UNE F oxWw Y MNE� ru,InuFc IL �'1 ,1 I rl I ❑1 TYPELMST TY III POST TYNCAL SECT10Ns NOTE 5••'CaNOMclbn SI®I SPrM.nticw SNxV anw cOn,nd ,w •Flr. •xr, w•. w, w a -r v." anra ' NICQAN vice ov vox ro•rc,r z vrxrx+K l rAue,AM NATE �m•.,vr—m mW Air -M CN,rD,Mrl INOD rnw.xolex, ioMl +� r I ITwY necTlDx Oe TYPE M POST 6NARAMAYEfAi11Q MAC O _... z E1tGpE5 W, 5.2005 ROADSIDE SIGNS ON LAMINATED WOOD BOX POSTS STANDARD PLAN Gob BHEFrIWIWWV ADOPTED CITY OF RENTON STANDARD PLANS LAST DATE: 06130/2004 SP PAGE G004.3 SMO -IT BF CR APPROVE[ MOUNTING ON METAL POLE 4"x4" PRE55VRE TREATED POST ]' MIN TO EOTTOM OF SIGN fPQE OF TRAY£LD; ROADWAY 9o- 3O—I FORREF=QRlZE7 SIGNS MOUNT FALVIG 3' OUTWARD IF SIGN IS ,N IN _D FEET OF ROAD'W'AY SIGN FACE CRaENTATION GALVANIZED LAG SCREWS NITH GALVAV2E0'nA9 RS. `REPLACE TC MATCH E%'STING \ ADJACENT MATER:AL CCMPACTED SELECT FILL MATERIAL MOUNTING ON WOOD POST SIGN YOVITLNG ON IMGM MOOD OR W.TAI. 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MT DETAIL AO TTEL-IS iH ,i�l�Y.fl mPl Ir I DALVAN�D MESAL CAP ' � I P oux xolEA I Ieo,H wEs nr., I I I II w UNE F oxWw Y MNE� ru,InuFc IL �'1 ,1 I rl I ❑1 TYPELMST TY III POST TYNCAL SECT10Ns NOTE 5••'CaNOMclbn SI®I SPrM.nticw SNxV anw cOn,nd ,w •Flr. •xr, w•. w, w a -r v." anra ' NICQAN vice ov vox ro•rc,r z vrxrx+K l rAue,AM NATE �m•.,vr—m mW Air -M CN,rD,Mrl INOD rnw.xolex, ioMl +� r I ITwY necTlDx Oe TYPE M POST 6NARAMAYEfAi11Q MAC O _... z E1tGpE5 W, 5.2005 ROADSIDE SIGNS ON LAMINATED WOOD BOX POSTS STANDARD PLAN Gob BHEFrIWIWWV ADOPTED CITY OF RENTON STANDARD PLANS LAST DATE: 06130/2004 SP PAGE G004.3 SMO -IT BF CR APPROVE[ MOUNTING ON METAL POLE 4"x4" PRE55VRE TREATED POST ]' MIN TO EOTTOM OF SIGN fPQE OF TRAY£LD; ROADWAY 9o- 3O—I FORREF=QRlZE7 SIGNS MOUNT FALVIG 3' OUTWARD IF SIGN IS ,N IN _D FEET OF ROAD'W'AY SIGN FACE CRaENTATION GALVANIZED LAG SCREWS NITH GALVAV2E0'nA9 RS. `REPLACE TC MATCH E%'STING \ ADJACENT MATER:AL CCMPACTED SELECT FILL MATERIAL MOUNTING ON WOOD POST SIGN YOVITLNG ON IMGM MOOD OR W.TAI. 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IMPROVEMENTS CALL 48 HOURS Q� BOE/NG BEFORE YOU DIG G�BR� DATUM rn 11730 118TH AVENUE NE, SUITE 600 (TEL) 425 8213665 DJS "T ""` 5f1E CH -4 1-800-424-5555 KIRKLAND, WASHINGTON 98034 (FAX) 425 825.8434 NO. REVISIONBY DATE APPR APP uORp �Y CHANNELIZATION DETAILS - SHEET 3 p 22 26 Com;-7� 0 z� To u a 6 X111111 /\ b p'3y'F b i bl I ! • � I 1 I m m s LN,emAxu- �wlT I WafOWf D TYRY m . f - �J �A l v-FNYET4Y R m t � aOEOFL F A Y T1K RpOWHN I OI�°I fti�404�b '� `{ numeAMEw JaxaL 4 m IauamR®XmcYq SYIMIX MARIOMM TRAPM ARROWS FOR LOW SP® ROADWAYS STANDARD RAM Y-1440-01 w IgTE W OaRIO NOIEB � n(FYA •i.A\'iMei- LEM2RLwEKIWLnoH W% 1. Il Rurttln Slog nta pmeM, 1 R6NUVC Syn$µpYdNn ytlal el N! 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ESPNE&TYAYSANGFREEWAYS L O1AL L Y}N N %�R -T 4MMR tY 9p P 1 O 4 9 � T ,, �G1 R-376322 p SYMBOL MARKINGS �� m v v® / MISCELLANEOUS craEar I maer - �GROUNG-MOUNTED - STANDARD PLAN W24.00-04 Y•� v t MEo-Z.RAYED -�' IN. SIGN PLACEMENT ot \wtEM Wuav-mraxrw.:T tlwuwAun-em ws.. Elwu<vEn vwupx mRaK.wEn•tmay.n. Ir Yxl O CNEMMT ONGOILLL NRMLUNCER OR/J INA ENAREINLET � AL4AlgM SgNPISTRLLAININ uw Ow) -1 STANDARD PLAN 640.1601 i pCWB r � CROSSHATCH NARKp�G AERIAL 9URVEILLANGE YARNERS DRAINAGE MARKING u �- Aort RVEwe I a� � axEn Po.T a WmE YNN / IN COMPLIANCE WITH CITY OF RENTOR 9IOcmeslicmm IN ORCN SECTOR MYLIIPLEX WIC NECIN)NW STANDARDS BY: Lir- ^1. Q.r.- r/i Date:Zg s fZ/v e `1y Pl. Cpl BY: Date: of �.1 OF ASy/4 <J �. BY: Date: NN N BY: Date: 15 �t t k F`TS C/STF.0.E�V\$ RAL P/ Zy EL Cue u rq- oossa ., Er /r EFEDAID: - arrvem: snJc wTe wxpu: ww tseb v - AS SHOWN iC10iR"L"'01°E'/1991 PEDESTRIAN PATHWAYS AND PARKING 10/24/14 tranSPOGROUP°�6m JBR ® N. STH ST. IMPROVEMENTS CALL 48 HOURS Q� BOE/NG BEFORE YOU DIG G�BR� DATUM rn 11730 118TH AVENUE NE, SUITE 600 (TEL) 425 8213665 DJS "T ""` 5f1E CH -4 1-800-424-5555 KIRKLAND, WASHINGTON 98034 (FAX) 425 825.8434 NO. REVISIONBY DATE APPR APP uORp �Y CHANNELIZATION DETAILS - SHEET 3 p 22 26 Com;-7� 0 z� To u a 6 O O m c 3 " 1 -1 � � °z m m s N < /%7 p a n D 0 T 8 z� To u a O O m R " 1 -1 � D 9 q � m s N < /%7 p R rZJ D 0 m ti z� �J ti D R m z s3 � 03 vm z C) m m D r 8 z� To u a 0 a R " 1 -1 � D 9 q � m s N < /%7 p m D m ti z� I"L ti D z � _ ` W z C) r 8 0 a 3 °a 0 D 9 q � m N D • I"L M I W WE IT, IT - I l0u� w L u ITOT 7 UP a IUS �13 = O o N -3 I C B,m T .I./ a m TO D O T N9Tr N US n I i I J c 1 4. Y^I I Z ED 3 z IT 7 m aIT IT__ m L V '..rIN m UT _ SIT A. i 7 17 _SVG - aD IT%w.a ._, i� n 4 E2'+c"5I'll SI - - 4RxC5 M %JIiL4f 3:=EE o1, n _ FO. a.I= EFTA eG I,n o a , D n Ls 113 S11 TI U,N u1 _ -O 'ICS .:.. _ r .n.. L 4i w L u ITOT 7 UP a IUS �13 o O o N -3 I C B,m T .I./ W > 9 m TO D N9Tr N US n I i I D Y^I I Z ED 3 z IT 7 m aIT IT__ m L V '..rIN m UT _ SIT A. i 7 17 _SVG - aD i� SI o1, 35'4 . IT F FO. a.I= EFTA I,n a , D n Ls u1 _ I TITE L a I rel ' IT r POLE ELEVATION FOUNDATION DETAILS ARTERIAL STREET S'I'D. 11I,A` 117.1 / I'L Di.IC 1vORK5 DECORATIVE ROADWAY LUMINAIRE POLE UI:I ;112'I'111i N'I' DETAILS I ;D. STREET LIGH TING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 120/240 VOLT '00 A MAIN OLE BREAKER (MI!1:J ^2 POLE 240 VOLT B O BRANCH BRCAPUPS ST —\ 120I P E �I f 16 POLE SN1TC ERMINAL UTILITY P_uG (CFI) STREET LIGHTING CONTACTORS CIRCUIT ARSE TO I.GHTNC RJNS PHOTO -CELL TO GROUND a1CUNro ON ROD NEAREST LUMINURE WRING COLOR CODE A. WTiITE JACKET (NEUTRAL_) B. BACK JACKET (LINE) - GREEN JACKET (GRC'JND) D. RED JACK -7 (LOAD) E GREE\ OR FARE WIFE (GROUND) 0 v PUBLIC WORKS STREET LIGHTING CONTACTOR P STD. PLAN - 123 DEPARTMENT CABINET SCHEMATIC FEDAID: - S A z A N CALL 48 HOURS G R O U P Tel 206.267.1700 m(6)Fax 206.267.1701 BEFORE YOU DIG 600 Stewart St., Ste 1400 sAUNn 339-1339 1-800-424-5555 Seattle, Washington 98101 J 9-4 I 1'Ji K0:! ('e4YARE AH4 ERGRI �H p h01 B ACE ,,L Y ]V 9.TA ,S ., vI. 11'Ngal LUMINAIRE ARM DETAILS LUMINAIRE ARM MOUNTING BRACKET DETAILS S'I'D. PLAN' 117.3 * PUBLIC WORKVENTS LUMINAIRE ARM AND MOUNTING DI;PAR'I'M IL N'I' BRACKET DETAILS 1 DIAMETER I= 7/8- 4 7/8" /8"4-7/8" LOAD LINE 1/4" FusE /B a' 0TT ' O CUTTING RINGS RINGS FUSE :CIT EPDXY FILL INLINE SPLICE EPDXY FILL Gig WYE SPLICE SPLICE KIT FUSE KIT & SPUCE KIT DETAILS G!�ADOPTED 1 CRY OF ..A . arF�2 sTexnaan PUNS q.TO L41'D.LR JVD. Re1I510N I BY APPRo NAME ME -J013 SP PAGE J013 INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 50 F OR ABOVE. /� NUMBERING �-� EXAMPLES MOUNTING HEIGHT 15 FEET PLAN VIEW LEO TYPE I WATTAGE 2" TON�2 ] - 2-1/P ILL' TO 3" DECAL: REFLECTORIZEO GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND PUBLIC WORKS STREET LIGHT STANDARD FE PIAN - 12f DEPARTMENT DECAL NUMBERING SYSTEM PRq/74MK ) >/ TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 3'-0" VARIHBLE MJN. i--1 III FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX `B' CONCRETE PAD 3 0 T— —3'-0" T- 4 I` FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX 'C' CONCRETE PAD .. 4'-D 3. 0..J i 41 ,II• FRONT VIEW SIDE VEA' D Wx: A00 ON ECRB EA N0. REVISION BY DATE APPR "'PRO' SAN IRKS TYPICAL CONCRETE PAD DETAILS TNT 1ITG�fIII LTviGC'WIT TfPwil 1 wi Cfi70fi— STANDARDS BY: G� _ X �''• Q�es mate/�!T BY: Date: BY: Date: BY: Date: SCVL vmncw NAD 1989 AS SHOWN xDMzartAL, xAn 1BBl/"" REFER TO WSGOT LOCKING UG STANDARD DUTY ANCTION BOX TYPES 1 k R SrM0AR0 PLav J a0J0-03 SPEC KITS CLEAR EPDXY SPDCE KITS M ALL MRU MRE RUNS 6' COYCREIE PAO 2' MIN, DARE COPPEN GR — GRWND WIRE 3 - LNITTI. SITE. — AIRES TO CONIC TOR (SIZED AS R'A'0.) S/9'.9' COPPER CLAD CAOUNO ROD IUTAKE MINES WILL BE A COMOL RUN PR -L' NSE xOLOE0. i0 Gr%NRF MM NO SPLICES 4.E.1 AOJNC RW FUSE NITS WIN OIECMLUUNMNE S AMP IN ELINEQUAL NSE LU..AE AIRES WLL BE 12 SEX ON EQUALAwG Al A UC%ETEO CABLE 8 GR_M ASULATEO W.RE t0 RXTEFE GROUND LUG GROJI LUG NrvMOWL110P OF CMCRER FONANEWS TO IIIIIT WWNO CLAMP 'VC UCA.i TEV CONCRETE 1PLED 10N ]'SO ON DIA, NOTES. 1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 2. IF THE FIXTURE MANUFACTURER HAS MADE PROVISION FOR THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE.. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A XB GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG, PUBLIC WORKS TYPICAL LIGHTING DEPARTMENT UNDERGROUND SYSTEM STREET EIGHT POLE — JUNCTION BOX PLAN VIEW 4' DEEP STD. PLAN - 119 J z SIDE VIEW LIGHTING STANDARD & JUNCTION BOX — I P' AN VIE1il t �I INDIVIDUAL JUNCTION BOX NOTE R CLASS '9' CONCRETE TO BE USED IN CONSTRUCTION OF PAD 376323 SSD. PLAN - 120 L PUBLIC LvoRKSCONCRETE PAD DETAILS yD�toveD DEPARTMENT%-.....�_ [�u) PEDESTRIAN PATHWAYS AND PARKING BOE/A/O® N. 6TH ST. 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