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HomeMy WebLinkAboutzR-3775Setw z U w 0 o- a 1� 0 0 Z CQ L i LEGAL DESCRIPTION PARCEL I: LOT 1 OF RIBERA-BALKO SHORT PLAT NO.LUA -02- 129 -SHPL RECORDED APRIL 9, 2009, AS RECORDING NO.20090409900002, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THAT PORTION CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NO.20120419001607. PARCEL II: LOT 2 OF RIBERA -BALKO SHORT PLAT NO.LUA -02- 129 -SHPL RECORDED APRIL 9, 2009, AS RECORDING NO.20090409900002, RECORDS OF KING COUNTY, WASHINGTON; PARCEL III: TRACT A OF CITY OF RENTON LOT LINE ADJUSTMENT NO.LUA -07- 080 -LLA RECORDED AUGUST 18, 2009 AS RECORDING NO.20090818900001, RECORDS OF KING COUNTY, WASHINGTON. SURVEY INSTRUMENTATION SURVEYING PERFORMED IN CONJUNCTION WITH THIS PLAT UNUZED THE FOLLOWING EQUIPMENT AND PROCEDURES: 10' TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC -332- 130 -100. PROCEDURE USED: FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC- 332 - 130 -090. BASIS OF BEARINGS NAM, WASHINGTON COORDINATE SYSTEM, NORTH ZONE AS REFERENCED TO CRY OF RENTON CONTROL MONUMENT NOS. 1640 AND 1863 VERTICAL DATUM NAVD 88 AS REFERENCED TO CRY OF RENTON VERTICAL CONTROL MONUMENT NOS. 1640 AND 1863 DEVELOPMENT STANDARDS (R -8) MAX. DENSITY: 60 DU /NET AC MIN. DENSITY: 10 DU /NET AC PROPOSED DENSITY. 11.14 DU /ACRE MIN. LOT SIZE: 5,000 SF AVERAGE MIN. LOT WIDTH: NONE MIN. LOT DEPTH: NONE BUILDING SETBACKS: FRONT MIN: 10'; 0' THROUGH SPR AND NO BLANK WALLS FRONT MAX: 15' SIDE: NONE, 15' IF ADJACENT TO RESIDENTIAL ZONE SIDE STREET. 10'; 0' THROUGH SPR AND NO BLANK WALLS REAR: NONE; 15' IF ADJACENT TO RESIDENTIAL ZONE MAX. BLDG HEIGHT: 50'; 60' IN MIXED USE BUIDLINGS MAX. BLDG COVER: 65%; 759 IF PARKING IS PROVIDED INSIDE THE BLDG MAX. IMP. COVER: NONE RESIDENTIAL PARKING REQUIRED: 80 STALLS RESIDENTIAL STANDARD PARKING PROVIDED: 84 STALLS RESIDENTIAL HANDICAP PARKING STALLS PROVIDED: 2 STALLS LOT 40 PARKING STALLS REQUIRED: 13 STALLS LOT 40 STANDARD PARKING STALLS PROVIDED: 16 STALLS LOT 40 HANDICAP PARKING STALLS PROVIDED: 1 STALL DESIGN STANDARDS OF RMC 4 -3 -100 APPLY OVERALL SITE IMPERVIOUS AREA: 2.42 ACRES SITE DATA PLAT NAME: WHITMAN COURT PUD CITY FILE NUMBER: SITE ADDRESS: 4225 NE 4TH ST & 351 WHITMAN CT NE PARCEL NUMBERS: 518210 -0020, -0021, -0022 SITE AREA: 223,073 SF (5.12 AC) DISTURBED AREA: 128,587 SF (2.95 AC) ZONING: CA (COMMERCIAL ARTERIAL) EXISTING USE: VACANT LAND EXISTING STRUCTURES: NO STRUCTURES ON SITE PROPOSED USE: 39 TOWNHOMES & BANK WHITMAN COURT ROAD, STORM, SEWER &WATER CONSTRUCTION PLANS prepared for COZIER AT WHITMAN COURT, LLC PROPERTY OWNERS LOZIER AT WHITMAN COURT, LLC 1300 114TH AVE SE, SUITE 100 BELLEVUE, WA 98004 (425) 635 -3938 CONTACT: PAUL EBENSTEINER WASHINGTON FEDERAL 425 PIKE ST SEATTLE WA 98101 DEVELOPER LOZIER AT WHITMAN COURT, LLC 1300 114TH AVE SE, SUITE 100 BELLEVUE, WA 98004 (425) 635 -3938 CONTACT. PAUL EBENSTEINER PLANNER /ENGINEER ESM CONSULTING ENGINEERS, LLC 33400 8TH AVE SOUTH, #205 FEDERAL WAY, WA 98003 (253) 838 -6113 CONTACT: LAURA RARTENHAGEN, PE SURVEYOR CENTRE POINTE CONSULTANTS, INC. 1819 CENTRAL AVE S. UNIT 38 KENT, WA 98032 (253) 813 -1901 CONTACT: NORMAN E LARSON, P.L.S. GEOTECH ENGINEER ASSOCIATED EARTH SCIENCES, INC 911 5TH AVENUE KIRKLAND, WA 98033 (425) 827 -7701 CONTACT: BRUCE BLYTON, P.E. UTILITY PROVIDERS SEWER: CITY OF RENTON WATER: CITY OF RENTON POWER: PUGET SOUND ENERGY GAS: PUGET SOUND ENERGY TELEPHONE: CENTURY LINK FIRE: CITY OF RENTON DISTRICT #25 SCHOOL: RENTON SCHOOL DISTRICT #403 1300 114TH AVE SE, SUITE 100 BELLEVUE, WA 98004 PERMIT #U14003820 prepared by 33400 8TH AVE S, SUITE 205 FEDERAL WAY, WASHINGTON 98003 Phone: (253) 838 -6113 y ESM JOB NO. 1799 - 001 -013 ® n VICINITY MAP NOT TO SCALE CONSULTING ENGINEERS LLC o 1 FMT SUBMITTAL ESM W/11/14 'm BM AVe ua SOU,1, FempWaY. WASeoos we s www.esmcivil.com w �» [,gms.nno I r",ohSu '"'w�"°.,,�L I w�>�.cnn>cwn weix wo.w 1 SECOND SlltrplTAL QM 1 NT -01 PLAT RECOMENDATIONS 3 Lcccn 2 THIRD SUBWMAL Ell 10/21/1 I s Fill SUBMITTAL 11 1 HOR -01 4 Ill 99111 B41 1 1 HORIZONTAL CONTROL / SITE PLAN aEa¢n ESM JOB #1799-001-013 NO. REVISION BY DATE APPR CH -01 CHANNELIZATION / SIGNAGE PLAN 9 GR -01 GRADING & T.E.S.C. PLAN 10 - 11 n VICINITY MAP NOT TO SCALE CHECKED FOR COMPLIANCE TO CITY STANDARDS R=377501 �' Z" t4✓ 1U1z119 z— / I/ a>E N CITY OF NM �,aartwR,o,wun ° ° ,, WHITMAN COURT 12/01/2014 - RENTON ROAD, STORM AND SEWER PLANS ONE COVER SHEET w Nk "`" ATUM D �LL Planning /Building /Public Works Deft. PERMIT #U14003820 _01 C Y n0" F AYIf W£ IKKiI RILE KCCRONGLY 9RtT: 1 Cf:.^ TI SHEETINDEX SHEET NO. DRAWING NO. DESCRIPTION 1 COV -01 COVER SHEET 2 NT -01 PLAT RECOMENDATIONS 3 LG -01 LEGEND 4 EX -01 EXISTING CONDITIONS 5 HOR -01 OVERALL SITE PLAN / KEY MAP 6 HOR -02 HORIZONTAL CONTROL / SITE PLAN 7 HOR -03 HORIZONTAL CONTROL / SITE PLAN 8 CH -01 CHANNELIZATION / SIGNAGE PLAN 9 GR -01 GRADING & T.E.S.C. PLAN 10 - 11 GR -02 - GR -03 GRADING PLAN 12 - 13 GR -04 - GR -05 GRADING & T.E.S.C. DETAILS & NOTES 14 UT -01 COMPOSITE UTILITY PLAN 15 KEY -SD STORM DRAIN KEY MAP 16 - 21 RD -01 - RD -06 ROAD AND STORM PLAN AND PROFILES 22 - 23 RD -07 - RD -08 CURB RAMP DETAILS 24 SP -01 COMMERCIAL SITE PLAN 25 SP -02 COMMERCIAL SITE GRADING PLAN 26 SP -03 COMMERCIAL SITE UTILITY PLAN 27 DT -01 ROAD CROSS SECTIONS & DETAILS 28 DT -02 ROAD AND STORM DETAILS 29 KEY -SS SANITARY SEWER KEY MAP 30 - 33 SS -01 - SS -04 SANITARY SEWER PLAN AND PROFILES 34 SS -05 SANITARY SEWER DETAILS & NOTES 35 KEY —WA WATER KEY MAP 36 — 39 WA -01 — WA -04 WATER PLAN AND PROFILES 40 WA -05 WATER DETAILS & NOTES 1 — 10 L1 — L10 LANDSCAPE AND IRRIGATION PLANS 1 — 5 W1 — W5 WETLAND MITIGATION PLANS 1 — 3 I1-1 — IL.3 TRAFFEX ILLUMINATION PLANS 1 1 PSE STREET LIGHT PLAN CHECKED FOR COMPLIANCE TO CITY STANDARDS R=377501 �' Z" t4✓ 1U1z119 z— / I/ a>E N CITY OF NM �,aartwR,o,wun ° ° ,, WHITMAN COURT 12/01/2014 - RENTON ROAD, STORM AND SEWER PLANS ONE COVER SHEET w Nk "`" ATUM D �LL Planning /Building /Public Works Deft. PERMIT #U14003820 _01 C Y n0" F AYIf W£ IKKiI RILE KCCRONGLY 9RtT: 1 Cf:.^ TI z V 0 a c O U Z CQ L 2. A FINAL WETLAND MITIGATION PLAN WHICH INTEGRATES THE RIBERO BALKO WETLAND AND STREAM BUFFER MITIGATION PLAN WITH THE ALTMANN- OLIVER MITIGATION PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT /FINAL PUD APPROVAL WHICHEVER COMES FIRST. ADDITIONALLY, IN ORDER TO PRESERVE AND PROTECT THE WETLAND, STREAM, AND ASSOCIATED BUFFERS THE APPLICANT WILL BE REQUIRED, TO MAINTAIN THE NATIVE GROWTH PROTECTION EASEMENT OVER THAT PART OF THE SITE ENCOMPASSING THE STREAM /WETLAND AND BUFFER AREA. FINALLY, THE APPLICANT WOULD BE REQUIRED TO MAINTAIN /INSTALL ANY SPLIT RAIL FENCING AND SIGNAGE REQUIRED PER RMC 4 -3 -050 PRIOR TO THE RECORDING OF THE FINAL PLAT /FINAL PUD APPROVAL WHICHEVER COMES FIRST. 3. THE APPLICANT SHALL SUBMIT A SCREENING /FENCING DETAIL PLAN. THE SCREENING /FENCING DETAIL PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PUD /FINAL PLAT APPROVAL WHICHEVER COMES FIRST. 4. THE APPLICANT SHALL PROVIDE INTERPRETATIVE SIGNAGE /INFORMATION AT THE TRAIL ENTRANCE ALONG NE 4TH ST AND AT THE NORTHERN MOST LOOKOUT ALONG THE TRAIL. THE SITE PLAN DEPICTING THE SIGNAGE SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT /FINAL PLAT APPROVAL WHICHEVER COMES FIRST. 5. AN EASEMENT SHALL BE RECORDED MEMORIALIZING THE PUBLIC ACCESS TO THE WETLAND TRAIL PRIOR TO FINAL PUD /FINAL PLAT RECORDING WHICHEVER COMES FIRST. 6. THE APPLICANT SHALL PROVIDE A FINAL DETAILED LANDSCAPE PLAN FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO FINAL PUD /CONSTRUCTION PERMIT APPROVAL WHICHEVER COMES FIRST. 7. THE APPLICANT SHALL AMEND THE LANDSCAPE PLAN TO REFLECT PLANTS WITH A MATURITY HEIGHT OF 6 -FEET AND 1009 OBSCURITY FOR THE ENTIRE LENGTH OF THE MODIFIED 5 -FOOT WIDE VISUAL BARRIER ALONG THE EASTERN PORTION OF THE SOUTHERN PROPERTY LINE. THE REVISED LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT /FINAL PUD APPROVAL WHICHEVER COMES FIRST. 8. THE APPLICANT SHALL REVISE THE ELEVATION SO THAT GARAGE DOORS PROVIDE ADDITIONAL DETAILS AND ALL SIDES OF THE BUILDING FACING THE PUBLIC STREET AND /OR INTERNAL "STREET" PROVIDE A FRONT DOOR OR FRONT PORCH PRESENCE, IF THIS IS NOT ACHIEVABLE AN APPROVED LANDSCAPE SCREEN WOULD BE REQUIRED BETWEEN THE SIDEWALK AND THE BUILDING. THE REVISED ELEVATIONS SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO FINAL PUD /BUILDING PERMIT APPROVAL WHICHEVER COMES FIRST. 9. THE APPLICANT SHALL BE REQUIRED TO DEDICATE 1 -FOOT A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA CONDITIONS OF APPROVAL: REVISED SITE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER, PRIOR TO CONSTRUCTION PERMIT /FINAL PUD APPROVAL WHICHEVER COMES FIRST. FLEXIBLE MANNER IN ORDER TO ENSURE THAT THE SECURITY INTERESTS OF THE BANK ARE NOT COMPROMISED. THIS CONDITION MAY BE REVISED AS NECESSARY BY STAFF TO ACCOMMODATE 1. THE APPLICANT SHALL COMPLY WITH THE TWO MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON- SIGNIFICANCE MITIGATED, 21. THE APPLICANT SHALL BE REQUIRED TO SUBMIT REVISED ELEVATIONS WHICH INCLUDE THE REFUSE AND RECYCLABLE ENCLOSURE MADE OF MASONRY, DATED APRIL 21, 2014. ORNAMENTAL METAL OR WOOD, OR SOME COMBINATION OF THE THREE, AND A ROOF. THE REVISED ELEVATIONS SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 2. A FINAL WETLAND MITIGATION PLAN WHICH INTEGRATES THE RIBERO BALKO WETLAND AND STREAM BUFFER MITIGATION PLAN WITH THE ALTMANN- OLIVER MITIGATION PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT /FINAL PUD APPROVAL WHICHEVER COMES FIRST. ADDITIONALLY, IN ORDER TO PRESERVE AND PROTECT THE WETLAND, STREAM, AND ASSOCIATED BUFFERS THE APPLICANT WILL BE REQUIRED, TO MAINTAIN THE NATIVE GROWTH PROTECTION EASEMENT OVER THAT PART OF THE SITE ENCOMPASSING THE STREAM /WETLAND AND BUFFER AREA. FINALLY, THE APPLICANT WOULD BE REQUIRED TO MAINTAIN /INSTALL ANY SPLIT RAIL FENCING AND SIGNAGE REQUIRED PER RMC 4 -3 -050 PRIOR TO THE RECORDING OF THE FINAL PLAT /FINAL PUD APPROVAL WHICHEVER COMES FIRST. 3. THE APPLICANT SHALL SUBMIT A SCREENING /FENCING DETAIL PLAN. THE SCREENING /FENCING DETAIL PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PUD /FINAL PLAT APPROVAL WHICHEVER COMES FIRST. 4. THE APPLICANT SHALL PROVIDE INTERPRETATIVE SIGNAGE /INFORMATION AT THE TRAIL ENTRANCE ALONG NE 4TH ST AND AT THE NORTHERN MOST LOOKOUT ALONG THE TRAIL. THE SITE PLAN DEPICTING THE SIGNAGE SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT /FINAL PLAT APPROVAL WHICHEVER COMES FIRST. 5. AN EASEMENT SHALL BE RECORDED MEMORIALIZING THE PUBLIC ACCESS TO THE WETLAND TRAIL PRIOR TO FINAL PUD /FINAL PLAT RECORDING WHICHEVER COMES FIRST. 6. THE APPLICANT SHALL PROVIDE A FINAL DETAILED LANDSCAPE PLAN FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO FINAL PUD /CONSTRUCTION PERMIT APPROVAL WHICHEVER COMES FIRST. 7. THE APPLICANT SHALL AMEND THE LANDSCAPE PLAN TO REFLECT PLANTS WITH A MATURITY HEIGHT OF 6 -FEET AND 1009 OBSCURITY FOR THE ENTIRE LENGTH OF THE MODIFIED 5 -FOOT WIDE VISUAL BARRIER ALONG THE EASTERN PORTION OF THE SOUTHERN PROPERTY LINE. THE REVISED LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT /FINAL PUD APPROVAL WHICHEVER COMES FIRST. 8. THE APPLICANT SHALL REVISE THE ELEVATION SO THAT GARAGE DOORS PROVIDE ADDITIONAL DETAILS AND ALL SIDES OF THE BUILDING FACING THE PUBLIC STREET AND /OR INTERNAL "STREET" PROVIDE A FRONT DOOR OR FRONT PORCH PRESENCE, IF THIS IS NOT ACHIEVABLE AN APPROVED LANDSCAPE SCREEN WOULD BE REQUIRED BETWEEN THE SIDEWALK AND THE BUILDING. THE REVISED ELEVATIONS SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO FINAL PUD /BUILDING PERMIT APPROVAL WHICHEVER COMES FIRST. 9. THE APPLICANT SHALL BE REQUIRED TO DEDICATE 1 -FOOT BEHIND THE SIDEWALK FOR MAINTENANCE IN ADDITION TO RIGHT -OF -WAY DEDICATION FOR EXISTING LUMINAIRE FOUNDATIONS ALONG NE 4TH ST. THE REVISED SITE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER, PRIOR TO CONSTRUCTION PERMIT /FINAL PUD APPROVAL WHICHEVER COMES FIRST. 10. A REVISED SITE PLAN1 SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT/FINAL PUD APPROVAL WHICHEVER COMES FIRST, DEPICTING THE FOLLOWING: NORTH OF ROAD 'A', THE REQUIRED PLANTER STRIP ADJACENT TO THE BANK SITE WOULD BE 8 -FEET, THE SIDEWALK WOULD BE 5 FEET, THE EXISTING 32 -FOOT PAVED PUBLIC ROAD PORTION WOULD REMAIN TO ALLOW THE MINIMUM WIDTH FOR THE LEFT TURN LANE AT THE SIGNAL. RIGHT -OF -WAY DEDICATION TO THE BACK OF THE SIDEWALK WOULD BE REQUIRED; SOUTH OF ROAD 'A', WOULD BE REQUIRED TO REMAIN A PRIVATE ROAD. THE PRIVATE ROAD WOULD HAVE MINIMUM 26 -FEET OF ASPHALT CURB FACE TO CURB FACE. THE CROSS SECTION WOULD ALSO INCLUDE A PLANTER STRIP OF 5 -FEET AND A 5 -FOOT SIDEWALK. THE PAVED WIDTH OF THIS PORTION OF THE ROAD WOULD BE FINALIZED AFTER A TURNING MOVEMENT DIAGRAM TO ALLOW THE TURNING OF LARGE TRUCKS SERVING THE POST OFFICE IS PROVIDED BY THE APPLICANT, SIGNAGE MUST BE PROVIDED BY THE DEVELOPER AT THE TRANSITION FROM THE PUBLIC TO THE PRIVATE ROAD. 11. THE CENTERLINE OF ROAD 'A' SHALL ALIGN WITH THE CENTERLINE OF THE MAIN POST OFFICE DRIVEWAY ACROSS WHITMAN COURT NE. A REVISED SITE PLAN DEPICTING THE ALIGNMENT SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 12. THE APPLICANT SHALL BE REQUIRED TO REDESIGN THE ROADS IN ORDER TO PROVIDE A MINIMUM OF 20 -FOOT WIDE PAVED DRIVE LANE, SEPARATE FROM ANY REQUIRED SIDEWALKS. THE REVISED SITE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT /FINAL PUD APPROVAL WHICHEVER COMES FIRST. 13. THE APPLICANT SHALL EQUIP ALL TOWNHOMES WITH AN APPROVED FIRE SPRINKLER SYSTEM DUE TO LIMITED AVAILABLE FIRE FLOW AND LONG DEAD END ROADWAYS AT THIS SITE. 14. A MINIMUM 2 FEET OF SEPARATION WOULD BE REQUIRED BETWEEN THE FACE OF ANY WALL AND THE APPLICANT WOULD BE REQUIRED TO DEMONSTRATE PROPOSED COMMON PARKING SPACES HAVE APPROPRIATE SIGHT DISTANCE. THE REVISED SITE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT /FINAL PUD APPROVAL WHICHEVER COMES FIRST. 15. THE PROJECT'S BYLAWS OR CC & R'S SHALL RESTRICT PARKING ACROSS THE PEDESTRIAN PATHWAYS THROUGHOUT THE DEVELOPMENT. A COPY OF THE BYLAWS SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT /FINAL PUD APPROVAL WHICHEVER COMES FIRST. 16. THE APPLICANT SHALL PROVIDE A DETAILED PLAN SET IDENTIFYING THE LOCATION AND SCREENING PROVIDED FOR ROOF MOUNTED EQUIPMENT FOR THE PROPOSED BANK. THE DETAILED PLAN SET SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL FOR THE BANK. 17. A REVISED SITE /LANDSCAPE PLAN SHALL BE SUBMITTED DEPICTING INTERVENING LANDSCAPING AT NO MORE THAN 7 STALL INTERVALS IN ORDER TO REDUCE THE VISUAL IMPACT OF SURFACE PARKING THROUGHOUT THE DEVELOPMENT. THE REVISED SITE /LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT /FINAL PUD APPROVAL WHICHEVER COMES FIRST. 18. THE APPLICANT SHALL SUBMIT A REVISED SITE PLAN DEPICTING BICYCLE PARKING IN CONFORMANCE WITH RMC4- 4- 080F.11. THE REVISED SITE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT /FINAL PUD APPROVAL WHICHEVER COMES FIRST. 19. THE APPLICANT SHALL BE REQUIRED TO DEMONSTRATE HOW REFUSE AND RECYCLABLES WOULD BE PICKED UP AND WHERE IT WOULD BE LOCATED ON PICK -UP DAY TO THE SATISFACTION OF THE CURRENT PLANNING PROJECT MANAGER PRIOR TO FINAL PUD APPROVAL. 20. THE APPLICANT SHALL BE REQUIRED TO REVISE THE LANDSCAPING PLAN TO ENHANCE THE LANDSCAPING /SCREENING ALONG NE 4TH ST, PRIMARILY DIRECTLY IN FRONT OF THE DRIVE -THRU BAYS. THE REVISED LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO FINAL PUD /CONSTRUCTION PERMIT APPROVAL WHICHEVER COMES FIRST. STAFF SHALL APPLY THIS CONDITION IN A FLEXIBLE MANNER IN ORDER TO ENSURE THAT THE SECURITY INTERESTS OF THE BANK ARE NOT COMPROMISED. THIS CONDITION MAY BE REVISED AS NECESSARY BY STAFF TO ACCOMMODATE ANY ADMINISTRATIVE WAIVER TO LANDSCAPING REQUIREMENTS AUTHORIZED BY CITY CODE. 22. THE REFUSE AND RECYCLING FACILITIES SHALL BE SCREENED WITH LANDSCAPING ON A MINIMUM OF THREE SIDES. THE REVISED LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT /FINAL PUD APPROVAL WHICHEVER COMES FIRST. 23. THE APPLICANT SHALL BE REQUIRED TO REDUCE THE NUMBER OF RESIDENTIAL CURB CUTS ALONG THE INTERNAL ROAD SYSTEM TO THE SATISFACTION OF THE CURRENT PLANNING DIVISION. A REVISED SITE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMfT /FINAL PUD APPROVAL WHICHEVER COMES FIRST. 24. THE APPLICANT SHALL REVISE THE SITE PLAN TO DEPICT A DIFFERENTIATION IN MATERIALS FOR ALL PEDESTRIAN CONNECTIONS WITHIN PARKING AREAS AND /OR DRIVE AISLES ON SITE. THE REVISED SITE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 25. THE APPLICANT SHALL SUBMIT REVISED ELEVATIONS DEPICTING ADDED ARCHITECTURAL DETAILING ELEMENTS INCLUDING LIGHTING FIXTURES, CONTRASTING MATERIALS, OR SPECIAL DETAILING ALONG THE GROUND FLOOR OF ALL RESIDENTIAL UNITS AND THE NORTHERN AND WESTERN FACADES OF THE COMMERCIAL BUILDING. THE REVISED ELEVATIONS SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO FINAL PUD OR BUILDING PERMIT APPROVAL WHICHEVER COMES FIRST. 26. THE APPLICANT SHALL SUBMIT REVISED ELEVATIONS DEPICTING THE USE OF THE SAME MATERIALS FINISHED ON ALL SIDES OF THE BUILDING AS WELL AS ADDITIONAL CHANGES IN MATERIALS AND COLOR FOR THE RESIDENTIAL STRUCTURES. THE REVISED ELEVATIONS SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT /FINAL PUD APPROVAL WHICHEVER COMES FIRST. THE APPLICANT MAY ALSO WANT TO CONSIDER THE USE OF THE BRICK, INTEGRALLY COLORED CONCRETE MASONRY, OR A SIMILAR HIGH QUALITY MATERIAL, TO GROUND THE RESIDENTIAL BUILDINGS FOR A HEIGHT APPROPRIATE TO THE SCALE OF THE STRUCTURE. 27. THE APPLICANT SHALL SUBMIT A MATERIALS BOARD SUBJECT TO THE APPROVAL OF THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. ACCEPTABLE MATERIALS INCLUDE A COMBINATION OF BRICK, INTEGRALLY COLORED CONCRETE MASONRY, PRE - FINISHED METAL, STONE, STEEL, GLASS, CAST -IN -PLACE CONCRETE, OR OTHER HIGH QUALITY MATERIAL. 28. THE APPLICANT SHALL BE REQUIRED TO PROVIDE A LIGHTING PLAN THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY WITHOUT CASTING EXCESSIVE GLARE ON ADJACENT PROPERTIES; AT THE TIME OF BUILDING PERMIT REVIEW. PEDESTRIAN SCALE AND DOWNLIGHTING SHALL BE USED IN ALL CASES TO ASSURE SAFE PEDESTRIAN AND VEHICULAR MOVEMENT, UNLESS ALTERNATIVE PEDESTRIAN SCALE LIGHTING HAS BEEN APPROVED ADMINISTRATIVELY OR IS SPECIFICALLY LISTED AS EXEMPT FROM PROVISIONS LOCATED IN RMC 4 -4 -075 LIGHTING, EXTERIOR ON -SITE. 29. THE APPLICANT SHALL BE REQUIRED TO SUBMIT REVISED ELEVATIONS DEPICTING ADDITIONAL ORNAMENTAL LIGHTING FIXTURES. THE REVISED ELEVATIONS SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 30. THE APPLICANT SHALL PROVIDE REVISED SITE PLAN DEMONSTRATING COMPLIANCE WITH THE PRIVATE OPEN SPACE STANDARD OF AT LEAST 15 -FEET IN EVERY DIMENSION. THE REVISED SITE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO FINAL PUD /BUILDING PERMIT APPROVAL WHICHEVER COMES FIRST. THIS CONDITION MAY BE MODIFIED AS NECESSARY BY STAFF TO CONFORM TO ANY ADMINISTRATIVE WAIVER TO THE 15 FOOT STANDARD GRANTED PURSUANT TO CITY CODE. 31. PRIOR TO THE ISSUANCE OF ANY OCCUPANCY PERMIT, THE DEVELOPER SHALL FURNISH A SECURITY DEVICE TO THE CITY IN AN AMOUNT EQUAL TO THE PROVISIONS OF RMC 4 -9 -060. LANDSCAPING SHALL BE PLANTED WITHIN ONE YEAR OF THE DATE OF FINAL APPROVAL OF THE PLANNED URBAN DEVELOPMENT, AND MAINTAINED FOR A PERIOD OF 2 YEARS THEREAFTER PRIOR TO THE RELEASE OF THE SECURITY DEVICE. A SECURITY DEVICE FOR PROVIDING MAINTENANCE OF LANDSCAPING MAY BE WAIVED IF A LANDSCAPING MAINTENANCE CONTRACT WITH A REPUTABLE LANDSCAPING FIRM LICENSED TO DO BUSINESS IN THE CITY OF RENTON IS EXECUTED AND KEPT ACTIVE FOR A 2 YEAR PERIOD. A COPY OF SUCH CONTRACT SHALL BE KEPT ON FILE WITH THE PLANNING DIVISION. 32. THE APPLICANT SHALL CREATE A HOMEOWNER'S ASSOCIATION TO ENSURE THAT THE PRIVATE ROADS AND OTHER COMMON FACILITIES ARE ADEQUATELY MAINTAINED. THE CC &RS SHALL REQUIRE THE LOT OWNERS TO MAINTAIN THE COMMON FACILITIES AND SHALL PROVIDE THAT THE CITY MAY MAINTAIN THE FACILITIES AT THE EXPENSE OF THE LOT OWNERS IF THE LOT OWNERS FAIL TO DO SO AFTER RECEIVING NOTICE FROM THE CITY. THE CC &RS SHALL BE COMPLETED AND APPROVED BY THE CITY PRIOR TO FINAL PLAT APPROVAL. 33. ALL PROPOSED STREET NAMES SHALL BE APPROVED BY THE CITY. 34. ALL ADJACENT RIGHTS -OF -WAY AND NEW RIGHTS -OF -WAY DEDICATED AS PART OF THE PLAT, INCLUDING STREETS, ROADS, AND ALLEYS, SHALL BE GRADED TO THEIR FULL WIDTH AND THE PAVEMENT AND SIDEWALKS SHALL BE CONSTRUCTED AS SPECIFIED IN THE STREET STANDARDS OR DEFERRED BY THE PLANNING /BUILDING /PUBLIC WORKS ADMINISTRATOR OR HIS /HER DESIGNEE. 35. IF STAFF HAS NOT ALREADY DONE SO, STAFF SHALL ASSESS THE NEED FOR CROSSWALKS AS REQUIRED BY RMC 4- 7- 160(8) AND REQUIRE CROSSWALKS AS CIRCUMSTANCES WARRANT. 36. ALL LOT CORNERS AT INTERSECTIONS OF DEDICATED PUBLIC RIGHTS -OF -WAY, EXCEPT ALLEYS, SHALL HAVE MINIMUM RADIUS OF FIFTEEN FEET (15'). 37. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8') INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITH THE SUBDMSION DEVELOPMENT. 38. ALL UTILITIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY UTILITIES INSTALLED IN THE PARKING STRIP SHALL BE PLACED IN SUCH A MANNER AND DEPTH TO PERMIT THE PLANTING OF TREES. THOSE UTILITIES TO BE LOCATED BENEATH PAVED SURFACES SHALL BE INSTALLED, INCLUDING ALL SERVICE CONNECTIONS, AS APPROVED BY THE DEPARTMENT. SUCH INSTALLATION SHALL BE COMPLETED AND APPROVED PRIOR TO THE APPLICATION OF ANY SURFACE MATERIAL. EASEMENTS MAY BE REQUIRED FOR THE MAINTENANCE AND OPERATION OF UTILITIES AS SPECIFIED BY THE DEPARTMENT. 39. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UTILITIES ARE INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAID TO EACH LOT LINE BY SUBDIVIDER AS TO OBVIATE THE NECESSITY FOR DISTURBING THE STREET AREA, INCLUDING SIDEWALKS, OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE CONNECTIONS ARE EXTENDED TO SERVE ANY BUILDING. THE COST OF TRENCHING, CONDUIT, PEDESTALS AND /OR VAULTS AND LATERALS AS WELL AS EASEMENTS THEREFORE REQUIRED TO BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND /OR LAND OWNER. THE SUBDIVIDER SHALL BE RESPONSIBLE ONLY FOR CONDUIT TO SERVE HIS DEVELOPMENT. CONDUIT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVATION AND CAPPED. THE CABLE TV COMPANY SHALL PROVIDE MAPS AND SPECIFICATIONS TO THE SUBDIVIDER AND SHALL INSPECT THE CONDUIT AND CERTIFY TO THE CITY THAT IT IS PROPERLY INSTALLED. 40. MONUMENTING AND STREET SIGNS SHALL BE INSTALLED PRIOR TO FINAL PLAT APPROVAL AS REQUIRED BY RMC R- 311502 CHECKED FOR COMPLIANCE TO CITY STANDARDS ® CONSULTING A Soup ENGINEERS L L C �d<• / /,Y.•,•.• 0 fMT .SL�TTAL SM• 07/11/1 S1MEY@ SryIE IIdCL lWI IBBJ/1881 M1E $uIle2ef I ®I ®IG�I ham° '�., 1 SEOM SUBMITTAL F� 1 Nm CITY OF WHITMAN COURT 12/01/201 _ _ �r Pe0ere1 war. wn aeons 3 • _ p ,HNiD SUBMITTAL 6M 10r20/1 RENT 0 N RWE ° rn/lalle PLAT RECOMENDATIONS Ca12 Working Days Before You Dip www.esmcivil.com 3 F11AL S19tITTAL fSY 11 1 cM1 Free.. " Pre W. Irene Rannhq �Oil1 LWE -INCX I DATUM NT-01 811 went we a I P Yanopmwnt I area P wa m. 9F 4 MYWt sfamAL FSM 12/01/1 aEa® UWfw UrderWwW tocaffon Gaut •.c,�.• If OXE MX Planning /Building /Public Works Daft. PERMIT #U14003820 ODA TMORWA) YO RP ESM JOB #1799- 001 -013 fpglL j NO. REVISION BY DATE APPR zz U w O a O U z CQ LLL r 2 J A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA ABBREVIATIONS LEGEND EXISTING PROPOSED EXISTING FEATURES ROADWAY ROADWAY CENTERLINE 0 WETLAND FLAG POWER POLE W /DROP LINE & LIGHT AVE AVENUE ID INSIDE DIAMETER PROPERTY / LOT LINE 11I BIKE RACK POWER POLE W /DROP LINE, LIGHT & TRANSFORMER AC ASBESTOS CEMENT PIPE RIGHT -OF -WAY IE INVERT ELEVATION BOUNDARY LINE C-) DEBRIS PILE POWER POLE W /DROP LINE & TRANSFORMER ADJ ADJACENT IN INCHES � � � � EASEMENT LINE - - - - - _ vt� FIRE PIT POWER POLE W /UGHT ALUM ALUMINUM L LENGTH - - -- BOLLARD POWER POLE W UGHT & TRANSFORMER ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LB POUNDS BUILDING SETBACK LINE ------------- -- -- - - - -_- _------------- - - - - -- • � / ROLLED CURB AND GUTTER ------ - - - - -- - - - -- - -- - " - " - u HORSE SHOE PIT POWER POLE AP ANGLE POINT LF UNEAL FEET VERTICAL CURB AND GUTTER o MAILBOX Q POWER POLE W/TRANSFORMER ASPH ASPHALT MAX MAXIMUM CONTOUR (MINOR) -- -- 812 -- MILE POST MARKER C PAD MOUNTED TRANSFORMER ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER M CONTOUR (MAJOR) - -- 820 - -- -- a2o -- -Q- SOIL LOG C7 POWER VAULT /MANHOLE ASSY ASSEMBLY MH MANHOLE FOOTING DRAIN FLOWPATH -._--- -__ - -C­ `"% -u' SIGN © SIGNAL CONTROL BOX BF BLIND FLANGE MIN MINIMUM SPOT ELEVATION x q_ X92 o SEPTIC DISTRIBUTION BOX IT] SIGNAL JUNCTION BOX BLDG BUILDING MJ MECHANICAL JOINT TOP/TOE OF SLOPE_-- _._�------ L. +-- �_.__ - -j_ BLK BLOCK MISC MISCELLANEOUS CONCRETE SIDEWALK 0 (`? SANITARY SEWER STUB MARKER POST TRAFFIC PEDESTRIAN POLE CONCRETE BLOCK WALL SvO SEPTIC VENT Q -- TRAFFIC SIGNAL POLE BO BLOW OFF N NORTH ROCKERY 00 i -� STORM PIPE INLET /OUTLET C=? - TRAFFIC SIGNAL POLE W /LIGHT BOW /BW BOTTOM OF WALL NO NUMBER BARRICADE _ _ o._. V STORM DRAIN STUB MARKER POST 0 FIBER OPTIC MANHOLE BVC BEGIN VERTICAL CURVE NTS NOT TO SCALE BOLLARDS ¢i ROOF DRAIN E FIBER OPTIC STUB MARKER POST BW BACK OF WALK OC ON CENTER MAILBOX o - CTR CENTER OD OUTSIDE DIAMETER DOWNSPOUTS o O III] CATCH BASIN TC- TELEPHONE GUY ANCHOR CB CATCH BASIN CABLE N MARKER POST r� TELEPHONE ANCHOR POLE OHW ORDINARY HIGH WATER STORM DRAN�AGE CI CAST IRON PI POINT OF INTERSECTION CATCH BASIN TYPE 1 W /GRATE ■ O CABLE N RISER 0 TELEPHONE JUNCTION BOX (UG) CENTERUNE CL/rL PP POWER POLE CATCH BASIN TYPE 1 W /SOUD LID ■ Ih SATELLITE DISH T TELEPHONE MANHOLE CATCH BASIN TYPE 2 W /GRATE ® Q CLR CLEAR pVl POINT OF VERTICAL INTERSECTION >3j, LUMINAIRE W /ARM G TELEPHONE STUB MARKER POST CATCH BASIN TYPE 2 W /SOUD LID Q CMP CORRUGATED METAL PIPE PE POLYETHYLENE STORM DRAIN MANHOLE Oa OO ® - LUMINAIRE o TELEPHONE POLE CO CLEANOUT PERF PERFORATED BEEHIVE MANHOLE ® ® # LANDSCAPE LIGHT ❑ TELEPHONE RISER CONC CONCRETE PVC POLYVINYL CHLORIDE YARD DRAIN (ROUND LID) e ® ?- YARD LIGHT (UNDER 10' TALL) .0 FIRE DEPT CONNECTION C CONDUIT PVMi PAVEMENT YARD DRAIN ® 0 GAS STUB MARKER POST HOSE BIB CONN CONNECTION PVT POINT OF VERTICAL TANGENCY STORM DRAIN CLEAN -OUT O oho O m GAS VALVE @ IRRIGATION CONTROL VALVE CONTR CONTRACTOR PC POINT OF CURVATURE STORM DRAIN PIPE o oc0 OIL FILLER CAP 0 WATER MANHOLE CONT CONTINUED FIT POINT OF TANGENCY ROOF DRAIN PF GUY ANCHOR WATER STUB MARKER POST CY CUBIC YARDS QTY QUANTITY SD SERVICE 6" CPEP WITH o n 666.0 MV; INVERT 0 END OF PIPE P� GUY POLE V MONITORING WELL CL CLASS RET RETAINING PIV SANITARY SEWER POWER GRATE O POST INDICATOR VALVE CF CUBIC FEET RR RAILROAD SANITARY SEWER MANHOLE ® 50 W F-lil ELECTRICAL JUNCTION PULL/BOX :o SPRINKLER HEAD CFS CUBIC FEET PER SECOND R RADIUS SANITARY SEWER CLEANOUT O ocos O Q ELECTRICAL STUB MARKER POST Biz WATER VAULT DC DEGREE OF CURVATURE RED REDUCER SANITARY SEWER GRAVITY 0 ELECTRICAL METER WATER WELL DI DUCTILE IRON REINF REINFORCED SANITARY SEWER FORCE MAIN c GAS ter- GUARD RAIL DIA /0 DIAMETER REQ REQUIRED oa OIL ❑ FENCE, BOARD DOT DEPARTMENT OF TRANSPORTATION R/W RIGHT OF WAY SANITARY SEWER CAP L P POWER (BURIED) >< FENCE. BARB -WIRE DIM DIMENSION S SOUTH SANITARY SEWER PIPE - - - - a - - POWER (AERIAL) O FENCE, CHAIN -LINK DWGS DRAWINGS SCH SCHEDULE SANITARY SEWER FORCE AWN Fc FIBER OPTICS * FENCE, ELECTRIC D DRAIN SD STORM DRAIN T TELEPHONE (BURIED) <> FENCE HOG WIRE EDP EDGE OF PAVEMENT SF SQUARE FEET 6" DIA DOUBLE SANITARY SIDE SEWER - - T - - TELEPHONE (AERIAL) - FENCE, SPOT RAIL E EAST SHi SHEEP o N CABLE (BURIED) X FENCE, WIRE ELEV ELEVATION SPECS SPECIFICATIONS 6" DIA SINGLE SANITARY SIDE SEWER - c N CABLE (AERIAL) o FENCE WROUGHT IRON EL ELEVATION SO SQUARE CREEK OR STREAM CENTERLINE RAILROAD TRACKS ELEC ELECTRICAL SS SANITARY SEWER FIRE HYDRANT (3 PORT) } EVC END VERTICAL CURVE STA STATION 1 - - EXIST EXISTING GATE VALVE 311 WETLAND WITH BUFFER _ �� STREAM WITH BUFFER STD STANDARD - FDC FIRE DEPARTMENT CONNECTION TIC TOP OF CURB BUTTERFLY VALVE 04 v / CONCRETE BLOCKING v © EXISTING PROPOSED FG FINISH GRADE TEL TELEPHONE WATER CAP n n T.Mc.P' SURVEY FIG FIGURE THRD THREADED DOMESTIC / IRRIGATION METER EE ■ - - - - CLEARING LIMITS ® PROPOSED MONUMENT IN CASE �I° STRAIGHT /RIGHT TURN ARROW 1+ A FIN FINISHED THRU THROUGH BLOWOFF ASSEMBLY X— FILTER FABRIC FENCE FOUND MONUMENT IN CASE STRAIGHT/RIGHT TURN ARROW 4 4 FL /FL FLOWUNE TOW/TW TOP OF WALL AIR -VAC ASSEMBLY CUTOFF SWALE ®pM PROPOSED MONUMENT (AS DEFINED) LEFT /RIGHT TURN ARROW 4y" M FL FLANGE TYP TYPICAL REDUCER v • INTERCEPTOR DITCH ®oM FOUND MONUMENT (AS DEFINED) STRAIGHT /LEFT /RIGHT TURN ARROW °1• FT FEET VENT VERTICAL DETECTOR CHECK VALVE Z Z -- p- - -o-- N.G.P.E. FENCE LEFT TURN ARROW h FM FORCE MAIN W WEST I 'y A RIGHT TURN ARROW A A GA GAUGE W/ WITH STRAIGHT ARROW 1 } CROSS ¢ �° ROCK CHECK DAM GALV GALVANIZED 0 WITHOUT W TEE "*+ I —1 ® SEDIMENT FILTER (R) RADIAL BEARING < > HANDICAP PARKING / 6 GI GALVANIZED IRON WSS WATER SAMPLING STATION 90' BEND ® STRAW BALE (NR) NON - RADIAL BEARING BIKE LANE 06O Gy GATE VALVE WATER PIPE - - - - -- w - -- -- GRAVEL CONE L ARC LENGTH TRAFFIC SIGN •ly 'F— CHECKED FOR COMPLIANCE TO CITY STANDARDS INFORMATION SIGN T _yw� �f ® RIP RAP PAD STREET LIGHT �F �'""- i 2•l0/ CONSTRUCTION ENTRANCE R=377503 CY 2 Wark ft Da» Bofors You COD UMW@ UndwWaund 811LOCaYon Cwiw CONSULTING ENGINEERS LLC ���(�'•^4�/i.• 0 tasT VITAL tw 191/11/14 w W NCMI °xL lD jj ,el WHITMAN COURT tz /Dt /�� IRIMI .... 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REVISION BY DATE APPIR "" 0"pX Y 3 °F'40 Clj : (Z =�j77 W L z U W 0 O a U CQ L 3 G 9 10 JJJJJ \ \ \ \\ MI, Rlu � nos 3C ADS E 379.46 IS SIM DD IS )6' AA N EAADS 5 N ST)E IE IADUFR ON N SIDE 38012 IS t2' ADS NE 382 " 35 IE IB' ADS E NORTHWEST CORNER SEC. 15. ...._.._.__....._ .- ....__.dam ,a, a>s.>0 IE LADDER AN SE CONCRETE, INCASED 03/24/98 — — ---- R FOUND BRASS PIN IN i — TWP. 23N., RNG 5E, W.Y. - -S 88'03'09" E 2 I D6 N N tz I III I N 88'56'26" W 35.89' 19� C.7 2 Wwxlro Tam Ba Y Cliff; Dl.�s 811 Un*wW=A Locallon c«Mw UONTMORWA) ti / a`. F� N N: �i N 18'05'50" W 52.56' N 07'56'31" W 48.51' N 61'49'21" W 53.28' A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA IM SANITARY SEWER, WATER AND 1 f,N c>d DIM. EngiOe.Nn, Land S y V. STORM DRAINAGE EASEMENT TEMPORARY CONSTRUCTION ESM JOB #1799- 001 -013 ESM RECORDING NO. 20000418000708 EASEMENT RECORDING NO. 3 CONIFER CATCH Ensx STORM DRAIN MANHOLE 201204109001608 °PAw"' py CJRI NORTH QUARTER CORNER ro. — AM 12 3 %.9s 12' ADS 538904 IE — — _ J SE 128TH ST (KING COUNTY) 7) SEC 5' TWP. 23N., RING. SE., W.M. FOUND 3" BRASS DISC WITH m S 43'37'42" E 49.00' NO. NE 4TH ST (RENTON) PUNCH AT SURFACE 03/24/98 — 5 � I "I _ V <1 N I V iTgIF1 SIGN ME RV / CAL BASIN SOUD LU RIY }9y99 / \ 12' ADS, w 332 4 IE \ 1A ADS E 38231 IE l 1 Ii �CAODER E 40E W \ Z 1 icB o� I z 1 \\3 <IWETER I METER WATERS V� _ IMETER DART I\ I LL WATER / STAND yADG METER A srnrvonS IXAIE11 Mu 39949 12' ADSI,E 396681E 2 1 s, 0 Ne �j co 1r N a+- 1 WATER / L METE& — -- — INLETS CATCH RASINA STANDARD GRAZE I". S 45 2' / Y ADS S 1 E 364.0] IE I I I "' o I I I I I I II I CATCH BASIN SOW LID SIR ] ,` Q' ADS W 303.02 HE 12 ADS E 384.DI IE 0' PNC w 381.01 IE Do Do 3 a O S 89'12'14" E 42.00 SEE OR IT SOLID UD 30505 IS JOINT ACCESS EASEMENT RECORDING NO. 20040309002194 20.00' PRNATF DRAINAGE POND ACCESS EASEMENT SHARED ACCESS AND MAINTENANCE AGREEMENT EASEMENT RECORDING NO. 20120530001619 TEMPORARY CONSTRUCTION EASEMENT RECORDING NO. 2012053001619 WATER EASEMENT RECORDING NO. 20090409001132 SANITARY SEWER EASEMENT RECORDING NO. 8509260881 WATER EASEMENT RECORDING NO. 20090409001132 S__88'03'09" E _1 298.00' LEGEND SWIB2J5 'SEF' I Y 1w I I ESM Feneml way, wA 980D3 DECIDUOUS IM M.". w ci m 1 f,N c>d DIM. EngiOe.Nn, Land S y V. Ruec ww I u I un ., ESM JOB #1799- 001 -013 I I I "' o I I I I I I II I CATCH BASIN SOW LID SIR ] ,` Q' ADS W 303.02 HE 12 ADS E 384.DI IE 0' PNC w 381.01 IE Do Do 3 a O S 89'12'14" E 42.00 SEE OR IT SOLID UD 30505 IS JOINT ACCESS EASEMENT RECORDING NO. 20040309002194 20.00' PRNATF DRAINAGE POND ACCESS EASEMENT SHARED ACCESS AND MAINTENANCE AGREEMENT EASEMENT RECORDING NO. 20120530001619 TEMPORARY CONSTRUCTION EASEMENT RECORDING NO. 2012053001619 WATER EASEMENT RECORDING NO. 20090409001132 SANITARY SEWER EASEMENT RECORDING NO. 8509260881 WATER EASEMENT RECORDING NO. 20090409001132 S__88'03'09" E _1 298.00' LEGEND II - -� --- - - - - -- 7- - — — 11I III I / � I i - -- Ii Ill ►� _� � _ - I i as = — — a - - - -= w 38078 E S .380.42 T 0 APPARENT TEST PIT LOCATIONS I ESM Q DECIDUOUS Os SANITARY SEWER MANHOLE 1 SEDW SUBMITTAL DOUGLAS FIR EI STORM DRAIN CATCH BASIN Mce 2 THIRD SUBMITTAL ESM 10/71/1 3 CONIFER Q STORM DRAIN MANHOLE °PAw"' py CJRI ___ 4 IITIAR SIAIl1RAL ESII 1 1 1 CLUSTER m ROOF DRAIN NO. REVISION BY 93 GAS METER ARrRO�o: I HOLLY * GAS VALVE MAPLE ® ELECTRICAL METER SPRUCE -Q- POWER POLE W /LIGHT O- POWER POLE - - TELEPHONE POLE Q FIRE HYDRANT HOSE BIB FENCE, BOARD ® WATER MANHOLE 0 FENCE, CHAIN —LINK 03 WATER METER G GAS D4 WATER VALVE T TELEPHONE, BURIED 0 SET HUB & TACK T TELEPHONE, OVERHEAD $ SET PK NAIL w WATER II - -� --- - - - - -- 7- - — — 11I III I / � I i - -- Ii Ill ►� _� � _ - I i as = — — a - - - -= w 38078 E S .380.42 T 0 FRET SUBMITI& I ESM 107/11/141 wmfrm: 6`'y.. 1 w =40' 1 SEDW SUBMITTAL E41 1111111/2111/141 Mce 2 THIRD SUBMITTAL ESM 10/71/1 3 F1ML SUBII L E91 11 1 °PAw"' py CJRI ___ 4 IITIAR SIAIl1RAL ESII 1 1 1 MECIQD: AT NLL scwa= IF Ipi CITE NC11 �" ALD�1X0.Y NO. REVISION BY I DATE I APPR ARrRO�o: SCALE: 1 " = 40' 40 20 0 40 80 CONTOUR INTERVAL =2' LEGAL DESCRIPTION PARCEL I: LOT 1 OF RIBERA —BALKO SHORT PLAT NO.LUA -02- 129 —SHPL RECORDED APRIL 9, 2009, AS RECORDING NO.20090409900002, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THAT PORTION CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NO.20120419001607. PARCEL II: LOT 2 OF RIBERA —BALKO SHORT PLAT NO.LUA -02- 129 —SHPL RECORDED APRIL 9, 2009, AS RECORDING NO.2009040990D002, RECORDS OF KING COUNTY, WASHINGTON; PARCEL III: TRACT A OF CITY OF RENTON LOT LINE ADJUSTMENT NO.LUA -07- 080 —LLA RECORDED AUGUST 18, 2009 AS RECORDING NO.20090818900001, RECORDS OF KING COUNTY, WASHINGTON. SURVEY INSTRUMENTATION SURVEYING PERFORMED IN CONJUNCTION WITH THIS PLAT UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC- 332 - 130 -100. PROCEDURE USED: FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC- 332 - 130 -090. BASIS OF BEARINGS NAD83, WASHINGTON COORDINATE SYSTEM. NORTH ZONE AS REFERENCED TO CITY OF RENTON CONTROL MONUMENT NOS. 1227 AND 1503 VERTICAL DATUM TOFM DRUIIAGE NAN XE S0 05 R. ,,8.40 BOTTOM a SAUU NOTE: 12 ADS aIVER, 34 2.161E TOPOGRAPHIC INFORMATION WAS PROVIDED BY A FIELD SURVEY BY CENTRE 19 PVC NLNERT POINTE CONSULTANTS, INC. ESM ASSUMES NO LIABILITY FOR THE 392(3 [E ACCURACY OF THE EXISTING TOPOGRAPHIC FEATURES. CHECKED FOR COMPLIANCE TO CITY STANDARDS R- 317504 � CATE' H..A,RAD "mp 1 CITY OF WHITMAN COURT 12/01/201 RENTON EXISTING CONDITIONS R oRAwc xo DATUM Planning /Building /Public Works Dept. PERMIT #U14003820 EX -01 9EE3: 4 oF:40 Ctj (2 -'3-7 i Sod TT w z U w 0 O a w O CQ L A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M_, KING COUNTY, WA SHEET HOR -02 SANITARY SEWER, WATER AND STORM DRAINAGE EASEMENT RECORDING N0. 20000418000708 SE 128TH ST (KING COUNTY) EXISTING LUMINAIRE (TYP.) 49003742" E TEMPORARY CONSTRUCTION EASEMENT RECORDING NO. 8 ' NE 4TH ST (RENTON) - - 201204109001608 (PRINCIPAL ARTERIAL) 5' R/W DEDICATION °- - - - t --------- -- .._ FOR MAINTENANCE - -5 88 03 272 22'- - -- - -_ S ' o ' NORTHWEST CORNER SEC. 15, - - - - - - - - - TWP. 23N., RNG. 5E, W.M. 1' BEHIND R/W - - - - - - - -« -- - -� . - m ' FOR MAINTENANCE I I ' FOUND BRASS PIN IN CONCRETE INCASED. CITY OF RENTON CONTROL POINT N0. 1501 (03/24/98) ' 53' ROW ' 9 10 CO Z' d�S 6 , 15 15 SIDEWALK 5' I I Q Ell w EXISTING PROPERTY REFUSE AND Q 18' PLANTER LINE (TYP.) /,_ RECYCLE LOCI °° 1 'Box t STRIP H 3 . - lTION - __�FC1ND BRASS PIN IN CONCRETE, > '` INCASED. INTERSECTION OF TALBOT RD S R S 45TH PL CITY OF RENTON N � 1W� CONTROL POINT N0. 1227. (03/24/98) / BICYCLE PARKING ° JOINT ACCESS EASEMENT / H R 20 5 cR )AD NO. 20040309002194 ��� AD A "; s 79 EXISTING US POST NOTE: + - I OFFICE DRIVEWAY TRACT IF I � I(PRrvAT RoAO) REFUSE AND RECYCLE FOR RESIDENTIAL UNITS WILL S 89'12'14" E BE PROVIDED BY EACH INDIVIDUAL HOMEOWNER. R =242.00' 18 T� O 5'f W P RACT G C ' P O 4' CEDA�I TRAIL SEE n 'a 1 20' PRIVATE DRAINAGE v1 k I S POND ACCESS EASEMENT 88'56'26° W ^� FINAL BUFFER ENHANCEMENT o PLANS (TYP.) 16 ° I I STA.13 +10.33, 17.85' RT. N:180726.17 15 s 2 E:1312027.63 STA.1 +94.58, 9.62' LT. + ILI.I N:180768.47 n E:1311944.40 Q �� 3 1a W �0 � Dca II LO a T A - /// 4 126' Qc WETLAND AS ESTABLISHED IN THE RIBERA -BALKO SHORT PLAT - j 12 R =24.0 ',a TRACT M I a S2x00 R =20.0 11 SIGN (PRIVATE ROAD) 1b TRACT H 1 AREA TABLE DESC. USE AREA (S.F.) TRACT A STORM DRAINAGE (PaWA-f0) 14,386 TRACT B PRIVATE ALLEY 1,454 TRACT D PRIVATE ALLEY 1,882 TRACT F OPEN SPACE 3,474 TRACT G OPEN SPACE 639 TRACT H OPEN SPACE 3,006 TRACT M OPEN SPACE 830 ROW PUBLIC RIGHT OF WAY 1,932 ROADS PRIVATE ROADS 16,132 LOTS RESIDENTIAL LOT AREA (NET) 54,228 LOT A SENSITIVE AREA 77,868 PHASE 21 PHASE 2 1 47,242 TOTAL AREA = 223,073 S.F. = 5.12 AC. SHARED ACCESS AND MAINTENANCE AGREEMENT EASEMENT RECORDING N0. 20120530001619 26 -� 10 s 8 7 s sI 4' TEMPORARY CONSTRUCTION ' STA.14 +06.50, 15.82' RT. /wl EASEMENT RECORDING N0. N:180629.98 ' � 2012053001619 ' / / E:1312028.33 I p / / 3 TRACT D STA.32 +52.94, 12.50' RT. N 18'05'50" W / - PRrvATE ROIm - - a- - - WATER EASEMENT N:180461.18 52.56' /�;. _ RECORDING NO. 20090409001132 E:1312268.77 Y rI � � � � laws lo� main am SANITARY SEWER EASEMENT STA.30 +33.19, 12.53' RT. WATER EASEMENT RECORDING N0. 8509260881 N:180497.17 RECORDING NO. Z' 5.5' II $ R =45.5= E:1312103.89 $ " R =45.5' 20090409001132 � , R =24.5 Os -- 29 &,SZO' -- -- -� -- ��� I 3 _ TFSA N TRACT ROAD C 1 OT56'31" W 1 ./ � `L o _ / 48.51' 1 /i . STA.14 +98.01, 19.23' RT.-/ 31I+VTE ROAD) J 39 N:180534.15 I x00 E:1312025.33 I R =24.5' 0 o R =19.0' 22 23 24 R =24.5' 38 21 25 28 37 (C! N 61'49'21 IN 53.28' / 'a+ TRACT IL TRACT J O 36 1p i 32 y. 27 e / 4' R =24.5 30 29 28 35 R =24.5• � o OO STA.30 +16.30, 65.71' RT. n +oo 34 ��o n +69 ROAD D N:1804-42.68 E:1312115.93 R =45.5' PR-Ci AiE N AD 33 - TRACT I N 88'09 46 W 502.44' R =45.5 ]MINE SIMON Small � main Miami want main Miami SHEET HOR -03 Call W"Wo Days Bslara You Dip UINss UndarWaad Location Canlaf (ID017 D.ORWA) �y7J• Ful SCALE: 1" = 40' 40 20 0 40 LEGAL DESCRIPTION PARCEL I: LOT 1 OF RIBERA-BALKO SHORT PLAT NO.LUA -02- 129 -SHPL RECORDED APRIL 9, 2009, AS RECORDING NO.2009040990DO02, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THAT PORTION CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING N0.20120419001607. PARCEL II: LOT 2 OF RIBERA -BALKO SHORT PLAT NO.LUA -02 -129 -SHPL RECORDED APRIL 9, 2009, AS RECORDING N0.20090409900002, RECORDS OF KING COUNTY, WASHINGTON; PARCEL III: TRACT A OF CITY OF RENTON LOT LINE ADJUSTMENT NO.LUA -07- 080 -LLA RECORDED AUGUST 18, 2009 AS RECORDING NO.20090818900001, RECORDS OF KING COUNTY. WASHINGTON. SURVEY INSTRUMENTATION SURVEYING PERFORMED IN CONJUNCTION WITH THIS PLAT UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFlCATIONS AS REQUIRED BY WAC -332 - 130 -100. PROCEDURE USED: FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC- 332 - 130 -090. BASIS OF BEARINGS NAD83, WASHINGTON COORDINATE SYSTEM, NORTH ZONE AS REFERENCED TO CITY OF RENTON CONTROL MONUMENT NOS. 1227 AND 1503 VERTICAL DATUM NAVD 88 AS REFERENCED TO CITY OF RENTON VERTICAL CONTROL MONUMENT NOS 1227 AND 1503 R- 311505 m CHECKED FOR COMPLIANCE TO CITY STANDARDS Mm VERMAI: MlD 1989 .� CITY OF WHITMAN COURT 12/01/201 IpPotGMN: W➢ 19B }/1991 RENTON OVERALL SITE PLAN /KEY MAP wwvc w DATUM Planning /Building /Public Works Dept. PERMIT #U14003820 HOR -0 acre: 5 s:40 ENGINEERS LLC ���(( l/ /„!. Y yam' 4JOi , - ' ., C/ sp ' , 1pN.Kc." a RRST.�ITN. ESM 111 1'=40' ®CONSULTING 33 °° a' "" ° ° "` s ° "'" I ® 1 ®I I Suite 285 FMI,,.; Ly, WA 98003 www.asmeivil.com .. �; cN,l,a-�,m, cMl Enel ... ,N9 lone S Fn9 Irene Rannly Pnelw wn,«. I Pip u.na9,nwnl 1 L.„e.n.P. ArtNNCIUn 1 SIDOM SI1B1rtiAL ESM 1 1GO 2 THAD SUSYIRAL ®1 /,� 1Q /29 /i 3 R1ML SI9RGIL 691 11 1 �'"� 8ME IHGI 4 MYIAR 99�IfAL L91 1 1 1 Ex. Al ,v " «. ESM JOB #1799- 001 -013 NO. REVISION BY DATE APPR �y7J• Ful SCALE: 1" = 40' 40 20 0 40 LEGAL DESCRIPTION PARCEL I: LOT 1 OF RIBERA-BALKO SHORT PLAT NO.LUA -02- 129 -SHPL RECORDED APRIL 9, 2009, AS RECORDING NO.2009040990DO02, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THAT PORTION CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING N0.20120419001607. PARCEL II: LOT 2 OF RIBERA -BALKO SHORT PLAT NO.LUA -02 -129 -SHPL RECORDED APRIL 9, 2009, AS RECORDING N0.20090409900002, RECORDS OF KING COUNTY, WASHINGTON; PARCEL III: TRACT A OF CITY OF RENTON LOT LINE ADJUSTMENT NO.LUA -07- 080 -LLA RECORDED AUGUST 18, 2009 AS RECORDING NO.20090818900001, RECORDS OF KING COUNTY. WASHINGTON. SURVEY INSTRUMENTATION SURVEYING PERFORMED IN CONJUNCTION WITH THIS PLAT UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFlCATIONS AS REQUIRED BY WAC -332 - 130 -100. PROCEDURE USED: FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC- 332 - 130 -090. BASIS OF BEARINGS NAD83, WASHINGTON COORDINATE SYSTEM, NORTH ZONE AS REFERENCED TO CITY OF RENTON CONTROL MONUMENT NOS. 1227 AND 1503 VERTICAL DATUM NAVD 88 AS REFERENCED TO CITY OF RENTON VERTICAL CONTROL MONUMENT NOS 1227 AND 1503 R- 311505 m CHECKED FOR COMPLIANCE TO CITY STANDARDS Mm VERMAI: MlD 1989 .� CITY OF WHITMAN COURT 12/01/201 IpPotGMN: W➢ 19B }/1991 RENTON OVERALL SITE PLAN /KEY MAP wwvc w DATUM Planning /Building /Public Works Dept. PERMIT #U14003820 HOR -0 acre: 5 s:40 a z V w O O U CQ L w i (TEMPORARY CONSTRUCTION EASEMENT REC. N0. 201204109001608 S 43'37'42" E __7d"_ 145' 49.00' INT'X 11' ROW STA. 12 +22.14, WHITMAN CT NE •y'S = STA. 5 +79.36, ROAD A I/ DEDICATION INT'X STA. 5 +00.00, ROAD A STA. 50 +41.21, ROAD B 1 I 10' SANITARY SEWER, WATER AND STORM DRAINAGE EASEMENT I STA. 50 +18.04, 0.00' REC. i0. 20000418000708 BEGIN ROAD IMPROVEMENTS 11 I I I 40 PROPOSED SANII .•. I I SEWER EASEMENT (T I I"- O I O I, v A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA f 0 52' I R= 50.0' (o a - - -- - - - SHARED ACCESS AND MAINTENANCE AGREEMENT - a W SANITARY SEWER EASEMENT JOINT ACCESS EASEMENT I I Q� �of WATER EASEMENT 00 EASEMENT REC. NO. 20120530001619 I REC. NO. 8509260881 REC. NO. 20040309002194 EXISTING US POST r 20' PRIVATE DRAINAGE REC. N0. 20090409001132 23 -- -- I - OFFICE DRIVEWAY I\ POND ACCESS EASEMENT < TR 59.19' q INT'X N 01'56 51 1 I E 1 I _ TEMP. CONSTRUCTION EASEMENT STA. 14 +54.95 WHITMAN N STA. 51 +00.39, ROAD B i, =TA 2 +18.36, TRACT F TRACT B S 00'4746" W 25 .48' REC. N0. 2012053001619— ' � wl ,CT STA. 4 +34 79, TRACAJ ' S _ _ 52' 23' 23' 19' ' n" g — -... — -- _ - — — - — - - -- 10 +00 O� \ 11+00 12 +00 -' c� - - 22z' - —I w 154.18' 13 +00 — — _ _ —_ — I — N 00'45'31 =E_ _ _WHITMAN_CT NE 14 +00 78.63' _ N 00'52'09' E 32.55' — w i (TEMPORARY CONSTRUCTION EASEMENT REC. N0. 201204109001608 S 43'37'42" E __7d"_ 145' 49.00' INT'X 11' ROW STA. 12 +22.14, WHITMAN CT NE •y'S = STA. 5 +79.36, ROAD A I/ DEDICATION INT'X STA. 5 +00.00, ROAD A STA. 50 +41.21, ROAD B 1 I 10' SANITARY SEWER, WATER AND STORM DRAINAGE EASEMENT I STA. 50 +18.04, 0.00' REC. i0. 20000418000708 BEGIN ROAD IMPROVEMENTS 11 I I I 40 PROPOSED SANII .•. I I SEWER EASEMENT (T I I"- O I O I, v io r � /R V I� w� M o� _Z i f 0 52' I R= 50.0' (o a - - -- - - - - a W _ � a I Q� �of - - - -- 00 I Z I N inn L 1 1 r a 23 w I -- -- ' 0 -19.5' - co 23.17' � < TR 59.19' - N 01'56 51 1 I E 1 I INS --.6r CE INT'X i i Cd 2 Wo* tp Days Before You Dip 811 I waetruutw�v i 1 STA. 1 +00.00, TRACT B BEGIN ROAD IMPROVEMENTS m w 10' 25' ROW — — — TRACT By Abp, (PRIVATE ROAD) 5 ZZ, g 17' n 15.05 ,5p pp 16 42' 43 _E 1 1 3 .511 R, 119 20 0 IF., 17 16 io TR g --- - - - - -- N 0047746 E _ Qa G 1 1 52' I R= 50.0' �0 o °p ' Q - - -- - - - - a W w O R =19.5' I Q� �of - - - -- 5 -- 23' � ' 9 inn a 23 o I ' -- -- ' 0 -19.5' - NI -� -- 5 — 23.17' � < TR 59.19' - N 01'56 51 E N 01'56'51' _ E 9 INS --.6r CE INT'X ' U) STA. 51 +00.39, ROAD B i, =TA 2 +18.36, TRACT F TRACT B TRACT By Abp, (PRIVATE ROAD) 5 ZZ, g 17' n 15.05 ,5p pp 16 42' 43 _E 1 1 3 .511 R, 119 20 0 IF., 17 16 61.41' 3 `:�'A9p' N 01'56'51" E ROAD B (PRIVATE ROAD) 15 14 L SEE SHEET DT -0' FOR ROAD CROSS SECTIONS (TYP.) 13 _ 12. 11 io — --- - - - - -- N 0047746 E _ 7 ^ a0 In 1b 1 52' I R= 50.0' R =19.0' o °p ' Q - - -- - - - 8 w O 23' 23' �of - - - -- 5 -- 23' R 19.5' ' 9 inn = 37' I R =10.0' o I ' -- -- - -- - NI -� -- 5 — m + < � < TR 16' ROW - -� ' 2 3 4 � M � ss' 10 CE INT'X ' U) STA. 13 +76.32, WHITMAN CT NE � 6 ' � wl = STA. 52 +64.07, ROAD B S _ x 52' 23' 23' 19' ' n" g 61.41' 3 `:�'A9p' N 01'56'51" E ROAD B (PRIVATE ROAD) 15 14 L SEE SHEET DT -0' FOR ROAD CROSS SECTIONS (TYP.) 13 _ 12. 11 TRACT H STA. 2 +98.68, TRACT D BEGIN ROAD IMPROVEMENTS W 'w I A2 'w Z J I U H N 00'54'12" E 228.79' io a0 7 ^ a0 In 1b www.emcivil.comCMI 52' I R= 50.0' o °p ' Q M 8 o O m 51' �of 0 Q Ia ' 9 = 0 70 It P 51' I I w 16' ROW 10 ' U) TRACT H STA. 2 +98.68, TRACT D BEGIN ROAD IMPROVEMENTS W 'w I A2 'w Z J I U H N 00'54'12" E 228.79' R- 311506 n SCALE: 1 " = 20' 20 10 0 20 40 CHECKED FOR COMPLIANCE TO CITY STANDARDS FS11 PDT/E' " "` �w 9� CITY OF WHITMAN COURT 12 1.��. Qb$IX VD 196/1991 /` [� �gq La iV Cs �" '� RENTON cat DATUHORIZONTAL CONTROL / SITE PLAN ESM info®: l Planning /Building /Public Works Dept. PERMIT #U14003820 HI 6 NO! qYE NCx REVISION BY APPR ,rvxoAn: S61E AC `*X' s+EEE (:�i� ` P-- 3 77 SG 4P 3 W am AV"nxB 50m0 I® I I I •1! Fe mi Way. WA 98003 www.emcivil.comCMI En9in"nin9 C" wines lane Buv.; Inm Fin Fn)ect xon^9wnne I lamwuw MWlecNn `ESM a rN : JOB #1799 -001 -013 R- 311506 n SCALE: 1 " = 20' 20 10 0 20 40 CHECKED FOR COMPLIANCE TO CITY STANDARDS FS11 PDT/E' " "` �w 9� CITY OF WHITMAN COURT 12 1.��. Qb$IX VD 196/1991 /` [� �gq La iV Cs �" '� RENTON cat DATUHORIZONTAL CONTROL / SITE PLAN ESM info®: l Planning /Building /Public Works Dept. PERMIT #U14003820 HI 6 NO! qYE NCx REVISION BY APPR ,rvxoAn: S61E AC `*X' s+EEE (:�i� ` P-- 3 77 SG 4P w� <� Z U 0 W O 0 a U Z CQ L x A PORTION OF THE NW 1 /^ OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA n SCALE= 1 " = 20' 20 10 0 20 MATCH LINE - SEE SHEET HOR -02 WATER EASEMENT I o REC. NO. 20090409001132 0 S 88'03'09" E 298.00' 0= 030'52'20" A9 I ILGy R =zs.o' 25 12b' TRACT K TRACTI A I /�— 38 — 56 R= 35.00' 37 +00 8 g 603'09" E \ 3S I (_FewfrTE/ 11 �° 01'25" c 69' 2 0 `fl 032 127.78' —dam — I 119F�92 26 E °' (PRIVATE ROAD D) N L'542�eBS° 39--- 62' N B I I I I I m. 123 R =19.0' 0 4927 LOT A III ° 21 22 23 M 24 M 25 m \ 638 M 5328 WETLAND AS ESTABLISHED IN s I TRACT E I o �� 26 THE RIBERA -BALKO SHORT PLAT INiX I I I p� T° \ 16' 12' 23' 28' 28' I iN 37 23' ,00. PROPOSED SANITARY x a I 66' I I = STA. 15 +51.29,HROAD CT N g• SEWER EASEMENT (TYP.) 12' 16' I' 9I I ,, 20 2 u uS �\ 16' 13• TRACT L 13 16' e o �RAR J Z 39' I I R/W ��. ?. \ 24' 23' 23' 24 a I o 66, O • 32 N N; 31 27 ss' 30 M 29 28 o- I 35 o SANITARY SEWER EASEMENT I I I I I \`?22. 4 --23; —23 4`— ��/ 9. 34 REC. N0. 8509260881 I I I o °� , R `L I � 6`'90 17 +00 100.26 (PRIVATE n +ss B n N 88'09'46" W I } I - - 33 7 33 Call 2 Worklnp Days Beiora You Db UBMMa U nda¢oaw! Location Cadar <U,MR,N ORWA) TRACT 265 SEE SHEET DT -01 STATION EQUATION FOR ROAD CROSS STA. =33 +47.32, ROAD D SECTIONS (TYP.) = STA. 17 +69.04, ROAD C R- 311501 ®CONSULTING ENGINEERS �LLPC V �Y/ /'� — rte—. —... � . •r • �ERIIGL IUYJ IBLB r 33x00 M A�.Ua saum I ® I ®I I , .�lE' %p: • 1 SxM SLgNdUAL E3M 1 1 =2D' x0azo3ru_ x n Isv /rs31 SPA CITY 01 SI,I. 205 • y /,,p FoEOral Way. WA 38003 2 THFD SJBNITAL LRIr 10T 2"�1 L B L �J r ^ "� O n www.esmcivil.com^ ^^ \ L V v m DATUM cml Eml"..nrw .am wr»n"a Lam RannM3 wttt 3 RIML 9195RAL 611 11 1 GIR ox, PUNIC Wa,b I Project Yaro,mwit Lam.aaP. .Nma.ae". •; 4 Mi1M S BWiTAL 6L 1 1 1 rHPa®: —� •.c /gam �' IF NOT o�E Planning /Building /Public Works Dept. ESM JOB #1799-001-013 AONAI /���/9 NO. REVISION BY DATE APPR PP"oAa: � "�flWN. a N7 40 CHECKED FOR COMPLIANCE TO CITY STANDARDS ,2,Z.Za10 WHITMAN COURT HORIZONTAL CONTROL / SITE PLAN PERMIT #014003820 c D ' re- 3 `77 Sal PIR A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE- 5 E., W.M., KING COUNTY, WA SE 128TH ST (KING COUNTY) NE 4TH ST (RENTON) - - (PRINCIPAL ARTERIAL) a r EXISTING PROPERTY I 53' R/W z LINE (TYP.) U 8 40 1 W N 0 p o U 1 5' SIDEWALK V gl Zlz Q 13 Q � g r r I � glW SEE PEDESTRIAN i ~ 1 WALKWAY PAVEMENT DETE 1 DETAIL ON SHEET DT -01 WARNING �I j SINGLE DIRECTION CURB 3 URFACE (TYP.) I RAMP PER DETAIL F- 40.16.01 ON SHEET RD -08 20 ROAD A I 1 STOP BAR 1 LL SINGLE DIRECTION CURB RAMP PER DETAIL F- 40.16.01 yOA - TRACT G ON SHEET RD -08 L 1 16 2% CROSS SLOPE ON 0] 2 SIDEWALK 15 0 1 Q 1 14 Icr 3 I 1 LOT A 13 4 WETLAND AS ESTABLISHED IN THE SINGLE DIRECTION CURB RIBERA -BALKO SHORT PLAT 12 RAMP PER DETAIL F- 40.16.01 TRACT M I ON SHEET RD -08 11 STOP BAR ARCHITECTURAL FEATURE TRACT H SEE LANDSCAPE �L PERPENDICULAR CURB RAMP PLANS FOR DETAIL I PER DETAIL F- 40.15.01 ON SHEET DT -02 410 9 8 7 6 5 2- 12 UNIT 1 - 16 UNIT NEIGHBORHOOD MAILBOXES WITH "EXTRA PARCEL LOCKER, SEE I I DETAIL ON THIS SHEET TRACT D PARALLEL CURB RAMP PER DETAIL F- 40.12.01 STOP SIGN (TYP.) ON SHEET RD -08 I _ S1 CROSS SLOPE ON SIDEWALK TRACT A i ROAD C 5' R 22 23 za DETECTA LE E �oo� 21 25 SURFACE (TYP.) ILA r— TRACT L Ce12 Wolktlp Days Bel" You CV IllN , UndwWculd Loeatlon Center W,MT,ID,ORWA) c SINGLE DIRECTION CURB RAMP PER DETAIL F- 40.16.01 ON SHEET RD -08 2 1 71 I= 3 1 iF NO. NOTE: PEDESTRIAN WALKWAY FOR SCHEMATIC PURPOSES ONLY. SEE LANDSCAPE PLANS FOR DETAILS. PARALLEL CURB RAMP PER DETAIL F- 40.12.01 ON SHEET RD -08 Limmillemn-RIJ 39 38 TRACTJ 36 35 34 33 PARALLEL CURB RAMP PER DETAIL F- 40.12.01 ON SHEET RD -08 DETECTABLE WARNING SURFACE (TYP.) n SCALE: 1 " = 40' 40 20 0 40 80 NOTE: 1. SEE SEC. 5.04. KCRS. 2. INSTALLATION OF N.D.C.B.U. INCLUDING CONSTRUCTION OF BASE WILL BE DONE BY THE U.S. POSTAL SERVICE. ANCHOR BOLT PATTERN PER N.D.C.B.U. PEDESTAL TEMPLATE. SEE NOTE NO.2 J� 1-6' J FRONT VIEW 1' -4" 2' -7" MAX. MIN. 5' -0" CLEAR WIDTH F_- - -_l I L - - -J I I I MOUNT ON PEDESTAL PROVIDED WITH N.D.C.B.U. UNIT. 3/8" X FULL DEPTH t PANSION JOINT SIDEWALK SEE NOTE NO.2 SIDE VIEW NEIGHBORHOOD MAILBOX UNIT NOT TO SCALE CHECKED FOR COMPLIANCE TO CITY STANDARDS R=377508 '4 z � � /.,z." ESY 97/111141 9unvEVm 9cuF, VFImlUW 19w CITY OF WHITMAN COURT SRC NCPIICMIL WD 1961/1591 �6 ISY , CESN'.AED: I�IJ 9 6M 10/29/14 us R E N TO N ml 11 20 , CJR CHANNELIZATION PLAN Bm 12/01/1 ate. °N� F'� DATUM A.NLL� Planning /Building /Public Works Dept. PERMIT #U14003820 IF Iql CNE xCN REVISION BY DATE APPR Cb S- CH -01 avenue aaum Sulm p5 FeE rel Wey, WA www.esmcivii.com "� WorYa I ProfM Ibn090Te^t I LOnE , "Xaclve ESM JOB #1799- 001 -013 SINGLE DIRECTION CURB RAMP PER DETAIL F- 40.16.01 ON SHEET RD -08 2 1 71 I= 3 1 iF NO. NOTE: PEDESTRIAN WALKWAY FOR SCHEMATIC PURPOSES ONLY. SEE LANDSCAPE PLANS FOR DETAILS. PARALLEL CURB RAMP PER DETAIL F- 40.12.01 ON SHEET RD -08 Limmillemn-RIJ 39 38 TRACTJ 36 35 34 33 PARALLEL CURB RAMP PER DETAIL F- 40.12.01 ON SHEET RD -08 DETECTABLE WARNING SURFACE (TYP.) n SCALE: 1 " = 40' 40 20 0 40 80 NOTE: 1. SEE SEC. 5.04. KCRS. 2. INSTALLATION OF N.D.C.B.U. INCLUDING CONSTRUCTION OF BASE WILL BE DONE BY THE U.S. POSTAL SERVICE. ANCHOR BOLT PATTERN PER N.D.C.B.U. PEDESTAL TEMPLATE. SEE NOTE NO.2 J� 1-6' J FRONT VIEW 1' -4" 2' -7" MAX. MIN. 5' -0" CLEAR WIDTH F_- - -_l I L - - -J I I I MOUNT ON PEDESTAL PROVIDED WITH N.D.C.B.U. UNIT. 3/8" X FULL DEPTH t PANSION JOINT SIDEWALK SEE NOTE NO.2 SIDE VIEW NEIGHBORHOOD MAILBOX UNIT NOT TO SCALE CHECKED FOR COMPLIANCE TO CITY STANDARDS R=377508 '4 z � � /.,z." ESY 97/111141 9unvEVm 9cuF, VFImlUW 19w CITY OF WHITMAN COURT SRC NCPIICMIL WD 1961/1591 �6 ISY , CESN'.AED: I�IJ 9 6M 10/29/14 us R E N TO N ml 11 20 , CJR CHANNELIZATION PLAN Bm 12/01/1 ate. °N� F'� DATUM A.NLL� Planning /Building /Public Works Dept. PERMIT #U14003820 IF Iql CNE xCN REVISION BY DATE APPR Cb S- CH -01 SHEET SP -02 A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA 33000 81 1, Avenue South I r- - - - - - - - - - - - - - ° .......... . ®I ®I I 525 SF Feusel Way. WA 98003 800 SF TOP BERM ELEV. = SE 128TH ST (KING COUNTY) EMERGENCY SPILLWAY ELEV. = I NOTE EMERGENCY SPILLWAY WIDTH = GRADING QUANTITIES POND BOTTOM ELEV. = 378.5 POND TOP LENGTH = CMI Enpintnmdn9 Lan 9+r%N9 NE 4TH ST (RENTON) _ - - I POND SHOULD BE CLEANED OUT (VEGETATION AND STRIPPING (6" DEPTH) = 4,750 C.Y. (PRINCIPAL ARTERIAL) - - _ _ _ _ _ SEDIMENT) TO CITY OF RENTON STANDARDS PRIOR CUT = C.Y. �a�r TO FINAL PUD APPROVAL. FILL = 700 11,700 C.Y. . NET (FILL) = 10,900 C.Y. II� / ✓/ I: I �, PROPOSE TRAP 1 D TEMPORARY SEDIMENT A- w SEE TABLE THIS SHEEN zM AND DETAIL ON SHEET GR -05. !_ LL z I i l I4I 3 INTERCEPTOR SWALE W /CHECK DAMS PER DETAIL /�� / ON SHE GR -05 L _Al;/e, ..i1L.a "� Cd 2 Wori ft Days Before You Dip r !a� 1 v Lr�l� I \ \IL INLET PROTECTION ON PLACE EX. CATCH BASINS BEFORE CONSTRUCTION STARTS (TYP.) L' CLEARING LIMITS (TYP-) I • A 1 PLAN " f 214.00 ON 1 CONSTRUCTION ENTRANCE PER STD DETAIL 1 ON , TRAP /2, SEE TABLE THIS SHEET AND DETAIL ON SHEET GR -05 SHEET GR -02 INN\ , wr 1)s 'ps1.10 �j12SC EX. m ,,, _I �I LUw r zw U IU < I zZ I Q w �w J� ¢ 2w m a I N 31 I e I a CONSTRUCTION ENTRANCE PER STD DETAIL 215.10 ON SHEET GR -05 I T.E.S.C. TRAP #1 TABLE ENGINEERS LLC ® 33000 81 1, Avenue South I INFLOW 100 YR /15 MINUTE = Sunt.M5 ®I ®I I 525 SF Feusel Way. WA 98003 800 SF TOP BERM ELEV. = 383.0 EMERGENCY SPILLWAY ELEV. = www.esmciN(ii.com EMERGENCY SPILLWAY WIDTH = 6' POND BOTTOM ELEV. = 378.5 POND TOP LENGTH = CMI Enpintnmdn9 Lan 9+r%N9 laM Plane, 21,16. wwMe I Pmjsct Yanaps„ni I Wndw.B a unnun ESM JOB #1799- 001 -013 m ,,, _I �I LUw r zw U IU < I zZ I Q w �w J� ¢ 2w m a I N 31 I e I a CONSTRUCTION ENTRANCE PER STD DETAIL 215.10 ON SHEET GR -05 I T.E.S.C. TRAP #1 TABLE NGPE FENCE SUB BASIN AREA = 0.92 AC INFLOW 2 YR/15 MINUTE = 0.251 CFS INFLOW 100 YR /15 MINUTE = 0.987 CPS SURFACE AREA (REQ'D) = 525 SF SURFACE AREA PROVIDED = 800 SF TOP BERM ELEV. = 383.0 EMERGENCY SPILLWAY ELEV. = 382.0 EMERGENCY SPILLWAY WIDTH = 6' POND BOTTOM ELEV. = 378.5 POND TOP LENGTH = 48' POND TOP WIDTH = 38' T.E.S.C. TRAP #2 TABLE NGPE FENCE SUB BASIN AREA = 1.20 AC INFLOW 2 YR /15 MINUTE = 0.327 CFS INFLOW 100 YR /15 MINUTE = 1.29 CFS SURFACE AREA (REQ'D) = 685 SF SURFACE AREA PROVIDED = 800 SF TOP BERM ELEV. = 383.0 EMERGENCY SPILLWAY ELEV. = 382.0 EMERGENCY SPILLWAY WIDTH = 6' POND BOTTOM ELEV. = 378.5 POND TOP LENGTH = 48' POND TOP WIDTH = 38' T.E.S.C. TRAP #3 TABLE NGPE FENCE SUB BASIN AREA = 1.08 AC INFLOW 2 YR /15 MINUTE = 0.294 CFS INFLOW 100 YR/15 MINUTE = 1.16 CFS SURFACE AREA (REQ'D) = 6155 SF SURFACE AREA PROVIDED = 800 SF TOP BERM ELEV. = 387.0 EMERGENCY SPILLWAY ELEV. = 386.0 EMERGENCY SPILLWAY WIDTH = 6' POND BOTTOM ELEV. = 382.5 POND TOP LENGTH = 48' POND TOP WIDTH = 38' BE • • I .. _ y►�,�des 1 >�l�+ vi. sa•�er.� � � : !I �� .ear .• �►; • � � II �•.�� � i \ �I��I��II�f!f� ��IQ li III I III �< ® - „4 -:�- ._jam ---- -� • r NO. EARTHWORK QUANTITIES ARE FOR PERMIT PURPOSES ONLY. QUANTITIES ARE "NEAT LINE" ONLY. THE QUANTITIES DO NOT ACCOUNT FOR ANY SHRINK OR SWELL FACTORS. IT IS THE CONTRACTORS RESPONSIBILITY TO CALCULATE THE EARTHWORK VOLUMES FOR BID PURPOSES. LEGEND -- a - --o -- NGPE FENCE 1 FILTER FABRIC FENCE CONSTRUCTION ENTRANCE -�- INTERCEPTOR DITCH W/ ROCK CHECK DAMS - - - - - CLEARING LIMITS ' CUTOFF SWALE 0 PROPOSED SEDIMENT BARRIER TO BE USED CATCH BASIN FILTER (TYP.) PER - - - - -4as - EXISTING CONTOUR PROPOSED TEMPORARY ` SEDIMENT r 1 ON SHEET 1 -1 4 SEE a - 1 lip o2Y r; t+ ON SHEET GR-05 tr �a�r Igm • /'' . BE • • I .. _ y►�,�des 1 >�l�+ vi. sa•�er.� � � : !I �� .ear .• �►; • � � II �•.�� � i \ �I��I��II�f!f� ��IQ li III I III �< ® - „4 -:�- ._jam ---- -� • r NO. EARTHWORK QUANTITIES ARE FOR PERMIT PURPOSES ONLY. QUANTITIES ARE "NEAT LINE" ONLY. THE QUANTITIES DO NOT ACCOUNT FOR ANY SHRINK OR SWELL FACTORS. IT IS THE CONTRACTORS RESPONSIBILITY TO CALCULATE THE EARTHWORK VOLUMES FOR BID PURPOSES. LEGEND -- a - --o -- NGPE FENCE - ie-- a-->t- FILTER FABRIC FENCE CONSTRUCTION ENTRANCE -�- INTERCEPTOR DITCH W/ ROCK CHECK DAMS - - - - - CLEARING LIMITS ' CUTOFF SWALE 0 PROPOSED SEDIMENT BARRIER TO BE USED ONCE CATCH BASIN IS INSTALLED - - - - -4as - EXISTING CONTOUR -- 400 -- PROPOSED CONTOUR DAYUGHT LINE R RIDGE LINE CONSTRUCTION SEQUENCE I1 SCALE: 1 " = 40' 40 20 0 40 80 R- 311509 1. PRE - CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 12. 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. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. GEOTECHNICAL NOTE PROOF- ROLLING PER PAGE 12 SECTION 8.3 OF GEOTECHNICAL REPORT DATED DECEMBER 16, 2013 AS FOLLOWS: FOLLOWING THE RECOMMENDED CLEARING SITE STRIPPING AND PLANNED EXCAVATION THE STRIPPED SUBGRADE WITHIN THE E BUILDING AREAS SHALL BE PROOF- ROLLED WITH HEAVY RUBBER -TIRED CONSTRUCTION EQUIPMENT, SUCH AS A FU LL Y LOADED, TANDEM -AXLE DUMP TRUCK. PROOF- ROLLING SHOULD BE PERFORMED PRIOR TO STRUCTURAL FILL PLACEMENT OR FOUNDATION EXCAVATION. THE PROOF -ROLL SHOULD BE MONITORED BY THE GEOTECHNICAL ENGINEER SO THAT ANY SOFT OR YIELDING SUBGRADE SOILS CAN BE IDENTIFIED. ANY SOFT /LOOSE, YIELDING SOILS SHOULD BE REMOVED TO A STABLE SUBGRADE. THE SUBGRADE SHOULD THEN BE SCARIFIED, ADJUSTED IN MOISTURE CONTENT, AND RECOMPACTED TO THE REQUIRED DENSITY. PROOF - ROLLING SHOULD ONLY BE ATTEMPTED IF SOIL MOISTURE CONTENTS ARE AT OR NEAR OPTIMUM MOISTURE CONTENT. PROOF - ROLLING OF WET SUBGRADES COULD RESULT IN FURTHER DEGRADATION. LOW AREAS AND EXCAVATIONS MAY THEN BE RAISED TO THE PLANNED FINISHED GRADE WITH COMPACTED STRUCTURAL FILL SUBGRADE PREPARATION AND SELECTION, PLACEMENT, AND COMPACTION OF STRUCTURAL FILL SHOULD BE PERFORMED UNDER ENGINEERING - CONTROLLED CONDITIONS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. NOTES: PAD = STRUCTURAL GRADE 6" OF STRIPPING TO BE ADDED TO STRUCTURAL PAD. CHECKED FOR COMPLIANCE TO CITY STANDARDS �i la-_ /2•iz•/ WB9AL= /I CITY OF WHITMAN COURT M 1 '•_�, IpN40MN: W0180.1IIB61 •\ ° 10/7D" "� 9 RENTON M 11/20/1 cat GRADING & T.E.S.C. PLAN °NI E DATUM M +1 11�olEn®: .r ,T WE II Planning /Building /Public works Dept. PERMIT #L114003820 IF 110! 0.40 MH BY DATE APPR �""�� SGLE ""�'""y W Z U W O a H H D O U Z Q ►0 J C.E 2 Wardnp Days Before You Dq UIMba UdxprouW/�L nter oCaftn Ce OJJ. rM,Op WAi 1 A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA t 1 mod\ SEE SHEET CH -01 FOR CURB RAMP TYPE (TYP.) CONSULTING ENGINEERS LLC ® 3390001 a AVenuo Sei I ®I ®I I I.I.I suite �s 1z Fecee" Way, WA 9W03 www.esmcivil.com /ICE (3) 7" STEPS Z) 0 0 0 CMI En9lneiw n9 Land 3un'e ' ILM Rennl Public woke I Proiact Ndnaden�enl I LaMxepa M .,. ESM JOB #1799- 001 -013 1 mod\ SEE SHEET CH -01 FOR CURB RAMP TYPE (TYP.) SEE SHEET CH -01 FOR CURB RAMP TYPE (TYP.) IU l �i KEY MAP { SCALE: 1 " = 20' 20 10 0 20 40 CONTOUR INTERVAL =1 LEGEND FF FINISHED FLOOR ELEVATION PAD STRUCTURAL PAD ELEVATION NOTE POND SHOULD BE CLEANED OUT (VEGETATION AND SEDIMENT) TO CITY OF RENTON STANDARDS PRIOR TO FINAL PUD APPROVAL R- 311510 �PRwI� CITY OF dNxO rtw IBB3 I99I I sEnao sueFtmAL ESM 1 1' -20' ,1� 2 7MM SuBMI ESM 10/20/1 LOB R E N T O N _II 3 FINAL SUINIII ESIt 11/20/14 ER/CJIt ale Ixcx DATUM 4 YYMR SUBSRN. E91 1 1 1 ° "°`m � Planning /Building /Public Works Dept. NO. REVISION BY .'LO'fl . CT• R_--;-7­?5 /Q CHECKED FOR COMPLIANCE TO CITY STANDARDS 12. M.zi WHITMAN COURT GRADING PLAN PERMIT #U14003820 12/01 Ri/l .. GR -02 91E: 10 °F:40 I.I.I 1z /ICE (3) 7" STEPS Z) 0 0 0 M Z Q SEE SHEET CH -01 FOR CURB RAMP TYPE (TYP.) IU l �i KEY MAP { SCALE: 1 " = 20' 20 10 0 20 40 CONTOUR INTERVAL =1 LEGEND FF FINISHED FLOOR ELEVATION PAD STRUCTURAL PAD ELEVATION NOTE POND SHOULD BE CLEANED OUT (VEGETATION AND SEDIMENT) TO CITY OF RENTON STANDARDS PRIOR TO FINAL PUD APPROVAL R- 311510 �PRwI� CITY OF dNxO rtw IBB3 I99I I sEnao sueFtmAL ESM 1 1' -20' ,1� 2 7MM SuBMI ESM 10/20/1 LOB R E N T O N _II 3 FINAL SUINIII ESIt 11/20/14 ER/CJIt ale Ixcx DATUM 4 YYMR SUBSRN. E91 1 1 1 ° "°`m � Planning /Building /Public Works Dept. NO. REVISION BY .'LO'fl . CT• R_--;-7­?5 /Q CHECKED FOR COMPLIANCE TO CITY STANDARDS 12. M.zi WHITMAN COURT GRADING PLAN PERMIT #U14003820 12/01 Ri/l .. GR -02 91E: 10 °F:40 A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA w � Z � w 0 0 R 0 a i � II 367'@0 I I I J 2 !386.56 � �� 5 ` - 386.75 368.81 o 388.71 W.89 � 386.56 Ij•, 387.07 \�1/ / p 386.99 DETECTABLE �\ _ \ -® 30'1; SURFACE WARNING (TYP.) 387.43 - 361.26 ' K387.1 o TOE =387 93 387.52 o D 22 TOP =387.73// \ TOE= 381.58 OP- 387.32" ' TOE =3 3.38 SEE SHEET CH -01 FOR TOP- 388.34 CURB RAMP TYPE (TYP.) / m TOE= 381.65 -;;�TRACT E� , ROCK WALL. IL TOOBEBOBT LINED -•j L TOE =. I Cd 2 W011ft Days Belom You N VMW ala So 11 auon CeI 0DOE .CIR,WA) c sesitMr11 ar Ikowr F Auawgp, As;5 .. 366.61' ROAD C 0 - 6.69, 387.40 1387.75 31 A 00389.15 _ \'I III ?A cal LINE TRACT K- M 394.60 39 393 34 % _ X 21 22 23 I 124 25 \ FF= 387.50 FF 389.50 FF= 388.50 FF 391.50 FF- 393.00 'AD= 386.00 .,PAD= 387.00 ..PAD = 368.00: PA9= 390.00 PAD= 391.50 FF= 394.50 '` .. ., PAD= 393.00 ` - r r. �� �'��' r ®�� it ►'� �7i1��' � � I!IIt f � ■ • rr ..r r � • rr � rr rr .r rr rr ..r r r r •r r •r 38 8. rr CAN ULTRA BLOCK WALL (SEE DETAIL ON SHEET DT -02) NO- I REVISION 9.9m /38 FF= 397.00 'I PAD = 395.50 , `TOP- 397.57 TOE= 396.21 M M Suite 205 1 1 w I r l .30^ Fe .I Way. WA 98003 1' -20' Lao www.esmcivil.com 0/29/14 Y ae 1n^°8•^9^, III III Pu+WIEnWarlu ' Pro1K�W XwEm ESM JOB #1799- 001 -013 sesitMr11 ar Ikowr F Auawgp, As;5 .. 366.61' ROAD C 0 - 6.69, 387.40 1387.75 31 A 00389.15 _ \'I III ?A cal LINE TRACT K- M 394.60 39 393 34 % _ X 21 22 23 I 124 25 \ FF= 387.50 FF 389.50 FF= 388.50 FF 391.50 FF- 393.00 'AD= 386.00 .,PAD= 387.00 ..PAD = 368.00: PA9= 390.00 PAD= 391.50 FF= 394.50 '` .. ., PAD= 393.00 ` - r r. �� �'��' r ®�� it ►'� �7i1��' � � I!IIt f � ■ • rr ..r r � • rr � rr rr .r rr rr ..r r r r •r r •r 38 8. rr CAN ULTRA BLOCK WALL (SEE DETAIL ON SHEET DT -02) NO- I REVISION 9.9m /38 FF= 397.00 'I PAD = 395.50 , `TOP- 397.57 TOE= 396.21 M M 14 .30^ TOE= 392.00 1' -20' Lao M 0/29/14 Y 11 1 . TOP =401.44 LP : CdR G� Y 1 1 1+ QIEaQD /T NLL wlc IF Iq! dE IW]1 BY DATE APPR 37 TRACT J 35 i FF= 396.30 L PAD= 394.80 34 FF= 396.30 " K moo\ ) ILII I I I I Ui �I is 1 \ I KEY MAP TOP- 397.00 x TOE= 395.24 n SCALE: 1 " = 20' zo to 0 20 ao CONTOUR INTERVAL =1 LEGEND FF FINISHED FLOOR ELEVATION PAD STRUCTURAL PAD ELEVATION NOTES 1= 397.00 _ 90 1. POND SHOULD BE CLEANED OUT (VEGETATION 392'62 < AND SEDIMENT) TO CITY OF RENTON STANDARDS PRIOR TO FINAL PUD APPROVAL. ROCK WALL 2. ROCK WALLS GREATER THAN 4' IN HEIGHT WILL BUILDING PERMIT REQUIRE A BUILDING PERMIT. TO BE OBTAINED BY OWNER 1= TOP- 396.30 .30^ TOE= 392.00 ) ILII I I I I Ui �I is 1 \ I KEY MAP TOP- 397.00 x TOE= 395.24 n SCALE: 1 " = 20' zo to 0 20 ao CONTOUR INTERVAL =1 LEGEND FF FINISHED FLOOR ELEVATION PAD STRUCTURAL PAD ELEVATION NOTES 1= 397.00 _ 90 1. POND SHOULD BE CLEANED OUT (VEGETATION 392'62 < AND SEDIMENT) TO CITY OF RENTON STANDARDS PRIOR TO FINAL PUD APPROVAL. ROCK WALL 2. ROCK WALLS GREATER THAN 4' IN HEIGHT WILL BUILDING PERMIT REQUIRE A BUILDING PERMIT. TO BE OBTAINED BY OWNER 1= ROCK WALL. BUILDING PERMIT TO BE OBTAINED BY OWNER R=377511 Xwl� �- CITY OF XgV60HlN: WD LBW /IPoI RENTON DATUM Planning /Building /Public Works Dept. CHECKED FOR COMPLIANCE TO CITY STANDARDS - � � 12.I2•I� WHITMAN COURT GRADING PLAN PERMIT #U14003820 C D: re 37.2 S-/ / TOP- 396.30 r°p. TOE= 392.00 � a x . TOP =401.44 " TOE = 396.67 ROCK WALL. BUILDING PERMIT TO BE OBTAINED BY OWNER R=377511 Xwl� �- CITY OF XgV60HlN: WD LBW /IPoI RENTON DATUM Planning /Building /Public Works Dept. CHECKED FOR COMPLIANCE TO CITY STANDARDS - � � 12.I2•I� WHITMAN COURT GRADING PLAN PERMIT #U14003820 C D: re 37.2 S-/ / z z U w 0 n. I- 0 U z CQ L I� A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA EROSION / SEDIMENTATION CONTROL NOTES 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS -SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THEBOUNDARIESOFTHECLEARINGLIMITSANDAREAS OFVEGETATIONPRESERVATIONAS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT /ESCSUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMI LEE. 6. 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 NECESSARYTO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATI ON CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRLCTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQULRINQ IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. 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. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION /DETENTION FACILITY USED AS A TEMPORARY SE17UNG 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. 16. PRIOR TO THE BE REVIEWED BEGINNING TO IDENTIFY OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL 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. _ www.Remcivii.com Cd 2 Workig Lays Before You Dip 811L oD017AD.011 WET SEASON PROVISIONS NOTE: THE FOLLOWING MEASURES ARE REQUIRED FOR CONSTRUCTION DURING THE WET SEASON (OCTOBER 1 - APRIL 30) IN ADDITION TO THE STANDARD TESC MEASURES. 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN (SECTION D.3.2). 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS (SECTION D.3.2). 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE (SECTION D.3.2). 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON (SECTION D.3.2.5). 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS (SECTION D.3.2.1). 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE (SECTION D.3.3.1). 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE- GRAINED SOIL (SECTION D.3.4.2). 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.3.5). 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.3.6). 10. PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR THE SURFACE WATERS (SECTION D.5.3). 11. ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS. 12. THE FREQUENCY OF MAINTENANCE REVIEW INCREASES FROM MONTHLY TO WEEKLY (SECTION D.5.4). CONDITIONS FOR WET SEASON CONSTRUCTION 1. ANY CONSTRUCTION THAT WILL RESULT IN DISTURBED AREAS ON OR WITHIN A CRITICAL AREA OR ASSOCIATED BUFFER, SHALL BE SUBJECT TO THE "CRITICAL AREA RESTRICTIONS" CONTAINED IN THE ESC STANDARDS. THESE PROVISIONS INCLUDE PHASING THE PROJECT WHENEVER POSSIBLE SO THAT CONSTRUCTION IN THESE AREAS IS LIMITED TO THE DRY SEASON. 2. DURING CONSTRUCTION, ESC PLANS SHALL BE REVISED AS NECESSARY BY THE ESC SUPERVISOR OR AS DIRECTED BY THE CITY TO ADDRESS CHANGING SITE CONDITIONS, UNEXPECTED STORM EVENTS, OR NON - COMPLIANCE WITH THE ESC PERFORMANCE CRITERIA IN SECTION D.4.1 (P. D -69). IF NON - COMPLIANCE WITH THE ESC PERFORMANCE CRITERIA OCCURS, THE PLAN MUST BE UPDATED WITHIN 48 HOURS (FAILURE TO DO SO COULD RESULT IN A 'STOP WORK' ORDER AS DETERMINED BY THE CITY INSPECTOR) OF INSPECTIONS OR INVESTIGATIONS. IMPLEMENTATION OF THE ONSITE CHANGES MUST OCCUR WITHIN 5 DAYS. 3. ALL ESC MEASURES SHALL BE MAINTAINED AND REVIEWED ON A REGULAR BASIS AS PRESCRIBED IN THE MAINTENANCE REQUIREMENTS FOR EACH BMP AND IN THIS SECTION..THE ESC SUPERVISOR SHALL REVIEW THE SITE AT LEAST WEEKLY DURING THE WET SEASON, AND WITHIN 24 HOURS OF SIGNIFICANT STORMS. IN GENERAL, A SIGNIFICANT STORM IS ONE WITH MORE THAN 0.5 INCHES OF RAIN IN 24 HOURS OR LESS. THE CITY MAY REQUIRE THAT A WRITTEN RECORD OF THESE REVIEWS BE KEPT ON SITE WITH COPIES SUBMITTED TO THE CITY WITHIN 48 HOURS. STRUCTURAL NOTES THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW . AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHT -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. Q111 NO. 11 i= ii= !:= :'id7q REVISION BY I DATE I APPR MULCH STANDARDS AND GUIDELINES CONSULTIMO GINEERS C ® 33A00 M Awnue SOul" 10 10 I4 I STANDARDS Sullep5 REMARKS STRAW Fe e,al Way. WA 98003 2 " -3" THICK; 2 -3 COST - EFFECTIVE PROTECTION WHEN APPLIED UNDESIRABLE SEED _ www.Remcivii.com Nom.. 9aa-� GENERALLY REQUIRES GREATER THICKNESS THAN CMI En,In..Hn, Lane Suuv,in9 InM R...1, PuNb w I Pm}c[ uam9snnI I . ..re ESM JOB #1799- 001 -013 WET SEASON PROVISIONS NOTE: THE FOLLOWING MEASURES ARE REQUIRED FOR CONSTRUCTION DURING THE WET SEASON (OCTOBER 1 - APRIL 30) IN ADDITION TO THE STANDARD TESC MEASURES. 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN (SECTION D.3.2). 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS (SECTION D.3.2). 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE (SECTION D.3.2). 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON (SECTION D.3.2.5). 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS (SECTION D.3.2.1). 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE (SECTION D.3.3.1). 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE- GRAINED SOIL (SECTION D.3.4.2). 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.3.5). 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.3.6). 10. PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR THE SURFACE WATERS (SECTION D.5.3). 11. ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS. 12. THE FREQUENCY OF MAINTENANCE REVIEW INCREASES FROM MONTHLY TO WEEKLY (SECTION D.5.4). CONDITIONS FOR WET SEASON CONSTRUCTION 1. ANY CONSTRUCTION THAT WILL RESULT IN DISTURBED AREAS ON OR WITHIN A CRITICAL AREA OR ASSOCIATED BUFFER, SHALL BE SUBJECT TO THE "CRITICAL AREA RESTRICTIONS" CONTAINED IN THE ESC STANDARDS. THESE PROVISIONS INCLUDE PHASING THE PROJECT WHENEVER POSSIBLE SO THAT CONSTRUCTION IN THESE AREAS IS LIMITED TO THE DRY SEASON. 2. DURING CONSTRUCTION, ESC PLANS SHALL BE REVISED AS NECESSARY BY THE ESC SUPERVISOR OR AS DIRECTED BY THE CITY TO ADDRESS CHANGING SITE CONDITIONS, UNEXPECTED STORM EVENTS, OR NON - COMPLIANCE WITH THE ESC PERFORMANCE CRITERIA IN SECTION D.4.1 (P. D -69). IF NON - COMPLIANCE WITH THE ESC PERFORMANCE CRITERIA OCCURS, THE PLAN MUST BE UPDATED WITHIN 48 HOURS (FAILURE TO DO SO COULD RESULT IN A 'STOP WORK' ORDER AS DETERMINED BY THE CITY INSPECTOR) OF INSPECTIONS OR INVESTIGATIONS. IMPLEMENTATION OF THE ONSITE CHANGES MUST OCCUR WITHIN 5 DAYS. 3. ALL ESC MEASURES SHALL BE MAINTAINED AND REVIEWED ON A REGULAR BASIS AS PRESCRIBED IN THE MAINTENANCE REQUIREMENTS FOR EACH BMP AND IN THIS SECTION..THE ESC SUPERVISOR SHALL REVIEW THE SITE AT LEAST WEEKLY DURING THE WET SEASON, AND WITHIN 24 HOURS OF SIGNIFICANT STORMS. IN GENERAL, A SIGNIFICANT STORM IS ONE WITH MORE THAN 0.5 INCHES OF RAIN IN 24 HOURS OR LESS. THE CITY MAY REQUIRE THAT A WRITTEN RECORD OF THESE REVIEWS BE KEPT ON SITE WITH COPIES SUBMITTED TO THE CITY WITHIN 48 HOURS. STRUCTURAL NOTES THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW . AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHT -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. Q111 NO. 11 i= ii= !:= :'id7q REVISION BY I DATE I APPR MULCH STANDARDS AND GUIDELINES MULCH QUALITY APPLICATION MATERIAL STANDARDS RATES REMARKS STRAW AIR- DRIED; FREE FROM 2 " -3" THICK; 2 -3 COST - EFFECTIVE PROTECTION WHEN APPLIED UNDESIRABLE SEED BALES PER 1000 SF OR WITH ADEQUATE THICKNESS. HAND - APPLICATION AND COARSE MATERIAL 2 -3 TONS PER ACRE GENERALLY REQUIRES GREATER THICKNESS THAN BLOWN STRAW. STRAW SHOULD BE CRIMPED TO AVOID WIND BLOW. THE THICKNESS OF STRAW MAY BE REDUCED BY HALF WHEN USED IN CONJUNCTION WITH SEEDING. WOOD FIBER NO GROWTH INHIBITING APPROX. 25 -30 LBS SHALL BE APPLIED WITH HYDROMULCHER. SHALL CELLULOSE FACTORS PER 1000 SF OR NOT BE USED WITHOUT SEED AND TACKIFER 1000 -1500 LBS PER UNLESS THE APPLICATION RATE IS AT LEAST ACRE DOUBLED. SOME WOOD FIBER WITH VERY LONG FIBERS CAN BE EFFECTIVE AT LOWER APPLICATION RATES AND WITHOUT SEED OR TACKIFIER. COMPOST NO VISIBLE WATER OR 2" THICK MIN.; MORE EFFECTIVE CONTROL CAN BE OBTAINED BY DUST DURING APPROX. 100 TONS INCREASING THICKNESS TO 3 ". EXCELLENT HANDLING. MUST BE PER ACRE (APPROX. MULCH FOR PROTECTING FINAL GRADES UNTIL PURCHASED FROM 800 LBS PER YARD) LANDSCAPING BECAUSE IT CAN BE DIRECTLY SUPPLIER WITH SOLID SEEDED OR TILLED INTO SOIL AS AN WASTE HANDLING AMENDMENT. SOURCES FOR COMPOST ARE PERMIT. AVAILABLE FROM THE KING COUNTY COMMISSION FOR MARKETING RECYCLABLE MATERIALS AT (206) 296 -4439. CHIPPED SITE AVERAGE SIZE SHALL 2" MINIMUM THIS IS A COST - EFFECTIVE WAY TO DISPOSE OF VEGETATION BE SEVERAL INCHES. THICKNESS DEBRIS FROM CLEARING AND GRUBBING, AND IT ELIMINATES THE PROBLEMS ASSOCIATED WITH BURNING. GENERALLY, IT SHOULD NOT BE USED ON SLOPES ABOVE APPROX. 10% BECAUSE OF ITS TENDENCY TO BE TRANSPORTED BY RUNOFF. IT IS NOT RECOMMENDED WITHIN 200 FEET OF SURFACE WATERS. IF SEEDING IS EXPECTED SHORTLY AFTER MULCH, THE DECOMPOSITION OF THE CHIPPED VEGETATION MAY TIE UP NUTRIENTS IMPORTANT TO GRASS ESTABLISHMENT. R- 311512 CHECKED FOR COMPLIANCE TO CITY STANDARDS "�° ° "°e WHITMAN COURT NITS �.�Rw �° t9B3,199t d3 CITY 0 F 3 jCJt RENTON m GRADING & T.E.S.C. DETAILS & NOTES 0ME 1H°' DATUM Planning /Building /Public Works Daft. PERMIT #U14003820 IF ILO! qE I, svlc,cmmxrxy GR -04 Q Z U W OO o_ U Z CQ LLL r 2 3 rcerNg.wlegX Eanxai,nerurvm amExvm Fiacue® fmrsooERYE.vFUn � XXmmai TOIFwREVGIXONINFD � emrs. uraxM1Oxrsruarr t. CONBIIIBN W BE 1.1. NLrFExcE wraEU ®oowroLOPE aFAUDlenwemurc.e. Is eLrfsN£Nnar B11F .IXFUTOrREArcOM811RATEOROWa, xDXNIx1EXBEOTOIXFwreeBrwFrVLxnxrsaFOYEXrvnfllXV. IWYIxNWNIMlFD F1IINNaTECO1VEYEBT1EgIg11R1E oRaucEBYB1FrroAS ®rertmlwwwllo. a OEFNNAIq NRAMAW011 NNNaRMIYMN 2t. 1XEOEOIE%ILE119ED MDSI YETlXESrwOMD NSmDBELLOw. 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PAMR130UIG EMMNfE61Wl.BESrANIIIEDWNENEVEaT SrnWILLBELEAVNew Nr$RNxngXSllEwxOTRAVFIHOON PAVED RDADBORDIIEai PAV ®ARFAB WIMIN 1,Bm Fi}TWTIEBIIE. (dYa1r ."'r,T,,cr1� gT: Jliir M M, \xx. 6NblF1lLIEFbI.GATJV:lST.1 N6T.' 1nerN•Y. •wu �mmrmrwcr,:usru r>mX.va augiWx. gAmg win >oas ussraxwnscvrrz 2 OHIENAIDairwLL1111gIINFEiiIGTgIIF 21. u as a rNNaNEANQSrwlgawE at. a2 aA aA aA l °VBUC roRKS STABILIZED MD. PLAN — 815AC OEFAHLMEVT CONSTRUCTION ENTRANCE MARCH 2009 Cd 2 Waft Days Bdors You Dip 811 0D,HravoRtWA) A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA I ROCI(NNrgaXF16YC0�9lRE egnuAxgaEBairEBllol 11 .av Si'Im[ ',: (��: %:d:�n�tC E•A111O iaMF6®INTML9EE�1 M N11 EB t. eaxomoxpuN 1.1. NEIE WNCQlRUTm RLWOF figMDBnlgEDAIEAemANOfitDYPDNBB W2WW6. 12 n)COXVEYRUXWFINn]iCEPTm FRDNUNBIerUfNIEDNE /lE / fgWOl11E & rETOANONEADENE 0661111Nf:POINf. L YwN1FO1ANEaanAlalgF 2.1. ANY BEpNFMDFPJBnE1 NWI. q1E THMi OS FEET 81alL aE RFIADVFDFOTFNTTHEIxB1HN ¢g1E81DlEDTD n80NQwLL DESIGN CNAQIY. 22. TIE CNEO(OMIB BIl41 BE EXAVNEDFWIagNB OFBCGURNDAMDEROBgNaTXEBFDAMDEN11Ql IF8000IBNDANDERONW P 11HLIL' WORKS CHECK DANE SPACING AND M. PLAN — 21.7.60 DEP.SRCMEVT CROSS SEGTIONS AIAHCII 2009 FuM '� muxEZawxre� iy, C I OUIEfMYE "j; BGWEMML NBPoa .. • ` "� a ?�• � � �- vwsraweYME '' • ^ \'� �� aHQiXXIETOM,EBRN£ ne9 I • RiN6D _! •NIiIX l I'. • ya SL'IIOXILIF vcwXREgrwrE - RF4TNg1VA(iwlENgIR1 �.` �-- PETflEVMffBIgIRwJ may EETONxIEaNF � { {�i'`\ avgaNBMAVIrYJ \\ jr l NO�FIICYBNI IINrY t. fim,mR/oe mMelwf alM(RgnlbMfbin XmlraEVSfNaWI�Wi 2. The Blr-0✓ti M1See Wiinly,wmY a,r,fglbXhaX�) 1 111BIEYlwwaltmnmWFNNINIP,M rfBW BgBNNMgINNBmIENE nNFE A Mwm „aintioF®,iseY16YMBPdrrmB%�16} FUHLIC WORKS CATCH SASIN FILTER M. PLAN — 818.80 llE}•AI2'.lti V'I' 6L1RCH 2009 $ 21 N1xN6E Ouw. ,. IEWE.OrRIN � — f� PYK RAeeamvngframmaaearwNxr NOIFJ 1. COIIDIIgNaINE 1.1. REWIREDAT: 1.1.1. TIEIOP WALLBLOPESNExQ58W ak1VANDWIIH MORETNANMFE£TW VFRfIt?aLREUEF. 1.12. ATNTLRVAt8W1 ANYSIDPFATINT E]rTF1]ffi TIE DN31Bx)N88PECIFEDBEItnW. L BRIeNANO INFTALFAl10NNFlgIT/U10M 2.1. PoRSLOP ®61Ef3ERlIMNa1:1V WIMYDRETNAN 1orTErorvmrlt w1. RELEr. eENCIES wreECaxsmlclmaRaO�l BPIDEO IMERDEPIDRSWNFBYAYBEUBED .TIEDEYREMFAWIRENDBfeE DE &NED BYNi ENRIMEFItTOEFFECINEIY MFERI£PFTXE NqN VELDCm'RUNWFIDABEDa®ii FDXD WFTAAP. 22. WISIrAlCDD111RAfFICOVEItlOND1iMYBWMESeWV .LXENNINDaD. L rANTeuxce mAlqumF a1. DANAOE REBULTXD FROM RUNOFF OROON8IRUCRONACiMFY8NMI BE REPAFED IYMEONTELY. a2. NQiEANOFU FACIlIYDD MOFREWL116YRETAN BfOWARl1AFF. TMECWN] IYHI0.pFFRWIIFNCYDFTXESW 'NE93ULLLNE BE0. 1-VULIC r;VHKS INTERCEPTOR SWALE MD. PLO — 817.10 ' 8 DEFAI:•- ntsv'r MARCH 2009_ -!77 .B- AVanUa SaY[M1 Ay ® SA208T Suire 5 I I ® I FeEeral Way. WA 9WQi www.esmc!Vl.com 1Nb pwM IF In alN CNN. CM1 EnginnwinP Land Surnying IuM RonnXw Paem wo,xs I PFjM uanopwnant IaMSnow raa,wn,.. ESM JOB #1799- 001 -013 $ 21 N1xN6E Ouw. ,. IEWE.OrRIN � — f� PYK RAeeamvngframmaaearwNxr NOIFJ 1. COIIDIIgNaINE 1.1. REWIREDAT: 1.1.1. TIEIOP WALLBLOPESNExQ58W ak1VANDWIIH MORETNANMFE£TW VFRfIt?aLREUEF. 1.12. ATNTLRVAt8W1 ANYSIDPFATINT E]rTF1]ffi TIE DN31Bx)N88PECIFEDBEItnW. L BRIeNANO INFTALFAl10NNFlgIT/U10M 2.1. PoRSLOP ®61Ef3ERlIMNa1:1V WIMYDRETNAN 1orTErorvmrlt w1. RELEr. eENCIES wreECaxsmlclmaRaO�l BPIDEO IMERDEPIDRSWNFBYAYBEUBED .TIEDEYREMFAWIRENDBfeE DE &NED BYNi ENRIMEFItTOEFFECINEIY MFERI£PFTXE NqN VELDCm'RUNWFIDABEDa®ii FDXD WFTAAP. 22. WISIrAlCDD111RAfFICOVEItlOND1iMYBWMESeWV .LXENNINDaD. L rANTeuxce mAlqumF a1. DANAOE REBULTXD FROM RUNOFF OROON8IRUCRONACiMFY8NMI BE REPAFED IYMEONTELY. a2. NQiEANOFU FACIlIYDD MOFREWL116YRETAN BfOWARl1AFF. TMECWN] IYHI0.pFFRWIIFNCYDFTXESW 'NE93ULLLNE BE0. 1-VULIC r;VHKS INTERCEPTOR SWALE MD. PLO — 817.10 ' 8 DEFAI:•- ntsv'r MARCH 2009_ -!77 .B- 1Nb pwM IF In alN CNN. S rmwaterN + - �-� —a•� W Mi w Mwl uN b not tbs.l,e, E b PO ^wo.wxm..w X... Tx. x.pvnwe .B- 1Nb pwM IF In alN CNN. S rmwaterN + - �-� —a•� W Mi w Mwl uN b not tbs.l,e, E b PO ^wo.wxm..w X... Tx. x.pvnwe .awns... eaas,g ea .wx., a x.a 13. mm .rrvw,w uw.. �jy dpM. C6iMl r V a wumwom. BY sa,rwe ws«uPq Fnadxe..aeNaXw -... -. [xLCTE SPECIFICATIONS Size: 46 inches b/sed. s Material: 0.125 -gaug Face: Non - reflect coats outdoor era I (sprayed). Lettering: Silk screen ere possible, or vinyl le Colors: Beige backal letters. Type face: Helvetice ce Titte: 3 inch; SubTitle: 1 } - '11ct1; Text: 1 inch: Outer border: inch hord from edge: } - Inch; all teM 1 < inch from border. Pos/S�um ssure ted, beveled tops, - inch higher than sig Instcure chain link fence if available. Otherwise install 4'x4' post s, pressure a[e ,mounted atop a gravel be4 installed in 30 -inch to filled post holes (S -inch in' um diameter), wi01 the top sign no higher than 42 i fran ground surface. Plasign indirection of primary visual W physical access. Do bkxic any access road. o not place within 6 feet of structural facilities (e.g. mama . sp , pipe inlets). Notility has a liner to restrict infiltration of stormwater, fine following note ust be added to the ign: "This / acility is lined to protect goundwafer qualily.' In addiBon, info ut the liner must be added to the back of the sign as specifred in Secfim .2.4. PUBLIC WORKS PERMANET SURFACE WATER STD. PIS — DEPARTMENT CONTROL POND SIGN FEBRUARY 2010 CHECKED FOR COMP CE TO CITY STANDARDS R=377513 ��c, 1 SECOtD SUBYITAL 6Y 1: HT'S "miartw ".n 'sv'roa' .; - CITY OF WHITMAN COURT tz /ut /2ov IIII °� %//'!/ 2 THEM SB91.ma 6Y 10r21/' � RENT 0 N FM1mmX: ,0111 3 FM sllel�rrK EIN 11/2011 avCIR GRADING & T.E.S.C. DETAILS & NOTES mW.R xo �p 4 mfilm SIBSrm LSM 12/01/1 WE. DATUM GR -05 I$�R Planning /Building /Public works Dept. PERMIT #U14003820 If xor on IIKX VIAL l' I NO. REVISION BY DATE APPR I .sPnvm SOME i l"aL` afar: «: 3 w L r z U w O0 Ua Q L A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA SE 128TH ST (KING COUNTY) NE 4TH ST (RENTON) — T (PRINCIPAL ARTERIAL) o CB _ n #21 _ CB 020 7% _a n SCALE: 1" = 40' 40 20 0 40 30 LEGEND 33900 S� AYa "Ua soUlh 8p PROPOSED STORM DRAIN FeGe,al WeY. WA 9WW S PROPOSED SANITARY SEWER w PROPOSED WATER MAIN so EXISTING STORM DRAIN s EXISTING SANITARY SEWER w EXISTING WATER MAIN Cd 2 WaUV DaYs Bdora You DO Q.um UrxM.�1 ads, C~ m,11rMORWA) I L I I I 1 I IN I �I 1 I P :B #221 I s I I I } 7.5" F I _ um 11 I� TRACT G 1 WINE UHF! MIA ►gT ■�Wi191N�I�Nc =1 Aid a It Mo. LM- 33900 S� AYa "Ua soUlh Sui B 2115 FeGe,al WeY. WA 9WW www.esmoiN(ii.com 1"'•^ _.,® GHIftE WOMS Pub I PnJact 11a YImN "fit IuMxu WnM iX"clNe ESM JOB #1799- 001 -013 TRACT A TR E W� Z� I- a U< Zz cQC WE 3 G W rr_ x 20 Eel X I� F- 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SUHM;L WAI CH UIIU I1. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3 (MC)ETHE LATEST EDITION OOFNTHEA TANDARDASPECIFICATIO S FOR HROAD,TBRIDGENANIDAMUNICPAL CONSTRUCTION PREPARED BY WSDOTAND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COT TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THECITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLICWORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6 GRADING ACTIVITIES ( N LIMITED HOURS F T UGHSATURDAY AND NO WORKON ARE SUNDAS ALLOWED,UN E OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. R SHALL BE THE APPLICAT'SJCONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. FASEMENTSREQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALLNOT BECONSTRUCTED UNLESSANAPPROVED SET OFPLANS THATMEETALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARYFOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON- FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 14. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS-C-, WITH THE EXCEPTION OF PVC PIPE. 10' i =G ZT.7_\■l.l 21 1 22 1 23 REVISION 32 24 1 25 31 1 30 1 29 1 28 I» TRACT K m n mini im 11:, �I BY I DATE I APPR Ii' 39 38 37 36 I# 35 34 33 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17, ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION /DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACE IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT -OF -WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 -8 INCH ROCK / 40 -70% PASSING; 2 -4 INCH ROCK / 30 -40% PASSING; AND LESS THAN 2 INCH ROCK / 10 -20% PASSING. 21 SYSTEM, BUILDING DOWNSPOUTS UNLESS APPROVED BYDTHE CITY PLAN NREVIEWWER B OR SURFACE GE SURF CE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22 THOSEGLO OUTLETS OVEDUFORUNFIL SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. TO SERVICE ALL FUTURE S E LOT, SO AS ROOF DOWNSPOUTS AND DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE - FLOWING, POSITIVE DRAINAGE TO AN APPROVED TORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIE -FOOT -HIGH, 2" X 4" TAKE MARKED "STORM" OR "DRAIN ". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON- METAWC, THE PIPE SHALL BE PLACE IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT /CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL TUBJOUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G . POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL SUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKROW PREVENTION OR A CHECK VALVE. 23 SITE MUST DEMONSTRATE ONE F( T THE FOLLOWING: G: THE EXISTING DUFFLAI ER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOITU RE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION 26 EA PROVIDING ADEQUATE EE FCES, ROTECTIVEQUPMENT, FIAGGERS, AND ANY OTHERNEEDED ACTIONS SAFEGUARD, PROTECT THE HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOSTADARD SPECIFICATIONS 1 -07 -23 TRAFFIC CONTROL SHALL APPLY. 27, PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4 -3 -050). R- 311514 — Wes, ww leee ,•_,o' xam0w19W „991 E,, - CITY OF RENTON «.E Ira DATUM Planning /Building /Public Works Dept. IF NO! O1E IWI 5Cy[.YCCppNGLY CHECKED FOR C MPLANCE TO CITY STANDARDS EL /u/rN WHITMAN COURT COMPOSITE UTILITY PLAN PERMIT #U14003820 C 3775-/7 12/01/201 vf� L UT -01 w L � f z M LPL Q D w O'o n U CQ L SE 128TH ST (KING COUNTY) NE 4TH ST (RENTON) (PRINCIPAL ARTERIAL) / Sf5 -01 /! S 111 SCALE: 1 " = 40' 40 20 0 40 C■12 Waft Di Before You N U11111me WWw 811 (DOTMORWA) F] 2= 19 A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA �y ' 40 14 r11 3 O 01 TRACT H imDE7 ....... .......�....n.t.e■ t RD -04 R D -05 1111 Il I 1...... T...... M ................., TRACT A ' HUAD C-+- • +Oq +_ y f 39 •i 22 23 24 25 38 i Q 37 �,,,_,�� • TRACT J TRACT E _ �l -TRACT L •. . 32 27 / • ■ T 31 30 29 28 _I 35 ' CB #4 i % RD -03: • • .. • • .�. uo ur■ •.r �'• a •....ru .....d • ..�. ............................. LLC ® 330,M1 Avenu Sou[M1 I Suite 205 FWe,91 Way. WA 98003 www.emcivii.com �"'"}'- °'°�C.1Wi W PNO. n wa, s emeM LenG�q IMUe ESM JOB #1799- 001 -013 g • o r _ _ • STORM NOTES: ` s : 1. ALL ONSITE STORM DRAINAGE SYSTEMS WILL BE PRIVATELY MAINTAINED. ■ -CB #210 _ 0 2. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. • • 3. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, APRE- CONSTRUCTION MEETING 0 : MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. ■ ' 4. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL ' CONSTRUCTION PREPARED BY WSDO AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS I o : AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. R SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL =Y-r- I p : CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. I- ` I ■ 5. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN ` I ■ APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE ■ • CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY -- : DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF ' RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. I 6. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN o+ I PROGRESS. 7. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH 5 00i ROAD A 5i : A WRITTEN DECISION BY THE CITY OF RENTON. _ 8. IT SHALL BE THE APPLICANT'S / CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION • #1 O EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND • ■ 1 APPROVAL PRIOR TO CONSTRUCTION. TRACT G 9. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL k14 I : 1 : REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE 2 I Z ; CITY OF RENTON. OI: 2 : 10. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. __ - ■ Z 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST -�- : 3 ( Q : BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. ■ 12. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 ' ; - -�� -� 4 I = PERCENT DENSITY, STANDARD PROCTOR. .;- I • I j : 13. OPEN CUTTING OF EXISTING ROADWAYS FOR NON - FRANCHISED UTILITY OR STORM DRAINAGE WORK • :TRACT M : IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON tsg �''' L : THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF • RENTON TRENCH RESTORATION STANDARDS. ,`�:)'•-- : - --=-- : 14. ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING i CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS ■ ■ I ■ COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. `. 15. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC 7 6 5 I WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 16. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ' __ ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND B #� BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR ACT D^ I f : THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED -•- BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE I • CB #7A ....... .......�....n.t.e■ t RD -04 R D -05 1111 Il I 1...... T...... M ................., TRACT A ' HUAD C-+- • +Oq +_ y f 39 •i 22 23 24 25 38 i Q 37 �,,,_,�� • TRACT J TRACT E _ �l -TRACT L •. . 32 27 / • ■ T 31 30 29 28 _I 35 ' CB #4 i % RD -03: • • .. • • .�. uo ur■ •.r �'• a •....ru .....d • ..�. SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C ", WITH THE EXCEPTION OF PVC PIPE. 17. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 18. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION /DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 19. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 20. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 21. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT -OF -WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 -8 INCH ROCK / 40 -70% PASSING; 2 -4 INCH ROCK / 30 -40% PASSING; AND LESS THAN 2 INCH ROCK / 10 -20% PASSING. 22. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 23. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATIO N ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE - FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN ". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON - METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT /CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB)OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G . POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKROW PREVENTION OR A CHECK VALVE. 24. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTU RE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 25. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 26. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FIAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOTSTANDARD SPECIFICATIONS 1 -07 -23 TRAFFIC CONTROL SHALL APPLY. 28. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4 -3 -050). + ..._._ ....I, 33 33 47 • IRA. - . ., Rm3775 15 r��' CHECKED FOR COMPLIANCE TO CITY STANDARDS + Izfu ly FSY 111 p'"YEOi s wmru,xwisea CITY OF WHITMAN COURT ESM ESM 1 i� -4u" xoxaartu: wn iee3 /�9si llb 61 10/2/1 um RENTON mm 11/20/1 GIR STORM DRAIN KEY MAP I ONE I""' � DATUM ON 12/01/1 CXE °®' I RFuuecNa� Planning /Building /Public Woks Dept. PERMIT #U14003820 li . WE Ntll REVISION BY DATE APPR CD . --37 -7 s/ CONSULTING ENGINEERS LLC ® 330,M1 Avenu Sou[M1 I Suite 205 FWe,91 Way. WA 98003 www.emcivii.com �"'"}'- °'°�C.1Wi W PNO. n wa, s emeM LenG�q IMUe ESM JOB #1799- 001 -013 SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C ", WITH THE EXCEPTION OF PVC PIPE. 17. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 18. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION /DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 19. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 20. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 21. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT -OF -WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 -8 INCH ROCK / 40 -70% PASSING; 2 -4 INCH ROCK / 30 -40% PASSING; AND LESS THAN 2 INCH ROCK / 10 -20% PASSING. 22. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 23. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATIO N ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE - FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN ". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON - METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT /CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB)OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G . POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKROW PREVENTION OR A CHECK VALVE. 24. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTU RE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 25. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 26. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FIAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOTSTANDARD SPECIFICATIONS 1 -07 -23 TRAFFIC CONTROL SHALL APPLY. 28. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4 -3 -050). + ..._._ ....I, 33 33 47 • IRA. - . ., Rm3775 15 r��' CHECKED FOR COMPLIANCE TO CITY STANDARDS + Izfu ly FSY 111 p'"YEOi s wmru,xwisea CITY OF WHITMAN COURT ESM ESM 1 i� -4u" xoxaartu: wn iee3 /�9si llb 61 10/2/1 um RENTON mm 11/20/1 GIR STORM DRAIN KEY MAP I ONE I""' � DATUM ON 12/01/1 CXE °®' I RFuuecNa� Planning /Building /Public Woks Dept. PERMIT #U14003820 li . WE Ntll REVISION BY DATE APPR CD . --37 -7 s/ M Z U W 0 o' a IZ 0 0 CQ L i Z .. 1 0 0 O ZF � Q) W Ir I Y "< r V/ U �_� = F- a I CO W EXISTING 15 "0 SEWER CO CY -7 Z I 0 395 390 k??67 375 370 EXISTING CURB RAMP Oj CURB FLTABLE BCR 1/4 p 1/2 p 3/4 p ECR EX- CB, TYPE 1 STA 0,70.46, 14.45 LT STATION OFFSET ELEV. fl +89.36- 18.95' RT. 391.77 - - -- - - -- 391.67 - - - -- 391.55 - - -_ ____ 391.44 5+39.76 1200' LT 391.09 A- 91'08'51- R= 20.00' L= 31.82' A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA PAVEMENT RESTORATION FOR WHITMAN COURT TO BE PROVIDED AS DIRECTED BY THE CITY OF RENTON INSPECTOR AND PER CITY OF RENTON STANDARDS. FI III CTPFF r GPiMr1 AM) r1VFPl AV Trl RG PPOV81711 JIVC.INLI� IV DC RCMVVLU FROM STA. 10 +70.42 O CURB F TABLE BCR 1/4 p 1/2 p 3/4 p ECR STATION OFFSET ELEV. 12 +5200- 19.13' RT. 39293 - - -- - - -- 39262 - - -- - - -- 392.31 _ -__ ____ 39200 5 +40.92 12.00' RT. 391.15 p= 8455'33- R= 20.00' L= 29.64' REPLACE GRATE W /SOLID LOCKING LID AND ROTATE LID TO BE OUT OF CURB CONNECT TO EX. 12 "0 S.D. CONTRACTOR TO VERIFY SIZE, DEPTH AND LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES WHITMAN CT NE (PRIVATE ROAD) O CURB FTABLE BCR 1/4 p 1/2 p 3/4 p ECR EX. CB. _YPE STA 1" +70.67, TG= 389.68 IE= 386.68, i 2'v STATION OFFSET ELEV. 13 +44.95 1275' RT. 390.32 ____ - - -- 390.00 - - -_ ____ 389.69 _ -__ ____ 389.37 52 +31.27 10.00' LT. 389.06 A- 9355'22- R= 20.00' L= 32.79' STA 14 +80.00, 0.00' SEE SHEET RD -06 8.48 RT 4OCURB FtTABLE BCR 1/4 p 1/2 p 3/4 p ECR STATION OFFSET ELEV. 14+06.32 13.00' RT. 388.78 ____ _ 388.85 ___ ____ ___ 388.92 W -s- W= -_ 388.99 52 +30.97 10.00' RT. 389.05 A= 90'00'00" R= 20.00' L= 31.42' SCALE: 1' =20' HORIZ. Y =5' VERT. 20 10 0 11516 - o 0 ? _- 0 a ,5+ Lo 4 Q _ Cl) W -s- W= -_ _l \UU) W W Q ESM JOB #1799- 001 -013 M m Call 2 lill Days Before You Dip Umtea kkdwgr W Location Cellar 11 +00 12 +00 ._■..■ 336008th Avenue South ®I ®I I sin" 205 ? M a �� 10i www.emcivil.com- +p^Cm, OM > N EngIne*6 9 lane BurvryMq Inns -nnYq W. I Pml Management Inna.aaw MdglecNn W � �C51 ESM JOB #1799- 001 -013 M m m M rol Mi on: rn rn M rnj M N N - ml' col M M' M M M M M M M M M, M' M� � III INT'X rL INT'X 1 j WHITMAN CT NE A. 13 +76.32, NE- STA. 97, ROAD B 14OAD 0.VE WHITMAN ACT E 389563. ROAD IMPROVEMENTS I EXISTING GRADE ®� Ili _ -_- -- ----- - - - - -� INT'X ELEV:I, 387.12 A. 14 +54.95, WHITMAN CT NE ELEVA387.¢479, TRACT D -I - -- li I - - -� _ - - --- -.- .__ � . .- 185 lF, 12 °mss r7.6' LL - - - - - -� - - -- @1 S 0.61/ - - --__- - - - - - - - 1 7 -- - - - - -- 116 LP, 12 "m CD -- - - S 151 LF, SD -0% S=0- 7�1- - - L-1 ' I EXISTI _.... G 15 "0 SEWER _ P -48" CB, TYPE 1 ° _.. _ CB 7 TYPE'.2 -48 "0 X. �, 1 (PE 2 4 8 J - -- W/ SOLID LOCKING LID Ex -_ TYPE 2 1 - - - -I TG 392.94 _ �I, TG -3 3 9.23 i )..0 TG -392 IE- 82.31 1 "0 E (N) TG- 389.6 .53 IE 38_.52 1 2'0 IE- 382.5 12 °0 S O IE- 81.31 12 "0 O IE= h -o7c 7� 1 ^ "0 �) IE= 379.50 1 `., l E=379 2 "0 (W) IE -38 .33 17w (�.�) E=382.52 ° 12+6 (W) ( ) REPLACE GRATE W SOLID LOCKING / LID IE -379_ 1 120 ( -) E-379 00 18'`0 EX (N,S) _- E- 08.61 12'0 ( ) AN ROTATE LID TO BE OUT OF CURB I� -�8 6 23 12 "0 ((v) CONNECT TO EX. 12 "0 - - -- --- _____i -- _ -- -- - - 1c-709,8s -73� 'sue _. _.._ -S,D. GONTRAGTOR --iO �� CONTRACTOR DO TO TH VERIFY SIZE VERIFY SIZE, DEPTH AND F AND LO LOCATION p PRIOR 0 LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER CONSTRUCTIONI AND NOTIFY OF ANY DISCREPANCIES 1 ENGINEER OF ANY DISCREPANCIE Call 2 lill Days Before You Dip Umtea kkdwgr W Location Cellar 11 +00 12 +00 ._■..■ 336008th Avenue South ®I ®I I sin" 205 Federal Way. WA 9WW www.emcivil.com- +p^Cm, EngIne*6 9 lane BurvryMq Inns -nnYq W. I Pml Management Inna.aaw MdglecNn MrN ESM JOB #1799- 001 -013 REVISION 13 +00 BY I DATE I APPR 14 +00 405 i6 395 1i1W *3 20 40 IXI MAr 1. SEE SHEET HOR -01 - HOR -03 FOR HORIZONTAL CURVE DATA. 2. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE CONTRACTOR. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 4. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARDS G012 & GO13. FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO AS- BUILTS AND COMPLETION OF CONSTRUCTION. 5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. 8. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED /MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR OVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQURIED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. 390 C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 385 375 370 15 +00 ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE ALSO KNOWN AS HOPE PIPE OR HDPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) UTILITY CROSSING TABLE O I.E. (W.M.) 388.57, 8 "0 CR. (S.D.) 383.47, 12 "0 CHECKED FOR COMPLIANCE TO CITY STANDARDS Izlulty SU0.VEYEU StlIE M1E "N "w ' °°° WHITMAN COURT 12/01/201. A CITY 0 F ,q0. „qq1 to ati n RENTON ROAD AND STORM PLAN AND PROFILE °N� E� DATUM °°� .T �E Planning /Building /Public Works Dept. PERMIT #U14003820 RD -01 If IpI MEIuaa yrexom: uq5 kmmllwxr w L z U w O'o Uo_ CQ L SEE SHEET RD -01 _ MATCH LINE STA. 15 +00.00 EX, GB, TYPE 2 -48 "0 ° ° .27 LF, 12 "0 SD -_ -.+ STA 15 +1382, 1870' RT TG= 386.38 II it CB /1, TYPE 2 IE= 378.39, 18 W/ BIDIRECTIOf IE= 378.19, 18 °0 I f STA 15 +33.23, IE= 378.69, 12 "0 \ 1 CONNECT TO EX. C.B. �� O ` -. CONTRACTOR TO VERIFY 'I t LOCATION AND DEPTH 'PRIOR TO CONSTRUCTION A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA jSEE SHEET RD -04 �Mo i AND NOTIFY ENGINEER OF Al 2 1 0 ANY DISCREPANCIES EX_ CB, TYPE 1 I �� )- �' 54 LF 12 "0 SD - " _ r n�� T ��, CB 13, TYPE 2 -48 "0 STA 15 +16.84, 31,13' R III S ��, TG= 386.74 _ A - �V` �' STA 15 +86.89, 0.00' IE= 384.07, 12 "0d1� d OFFSET ELEV. t 10.03' LT (TO BE REMOVED) - - -- Yp��w 386.87 �l f�' �I 386.81 I ____ 386.74 30+35.00 10.00' LT. 386.51 p =90'00'00" R= 25.00' L= 39.27' EX. PIPE TO BE REMOVED I_ c61� <o,� N!� In r,: ril,^ al,r n - a� alm ui� roh O F EX. CB, TYPE 1 nioD M1 1'1 STA 15 +33.23, 6.36' RT Cow m "o 10 �M TG-M6,24 E-382-58, 12 "0 \ -IE= 38222, 18 "o T M M '(TO BE REMOVED) �� M -� M M ',`��✓ CL INjX\ SiA 15+� 1.2�A is STA. 30+00.00, ROAD 410 m 11 395 k, ;F) 375 370 / 41 L 12 "0 SO i i O CURB FLYABLE BCR 1/4 p 1/2 p 3/4 p ECR STATION OFFSET ELEV. 15+17.61 10.03' LT 386.94 - - -- - - -- 386.87 NN ____ 386.81 ____ ____ 386.74 30+35.00 10.00' LT. 386.51 p =90'00'00" R= 25.00' L= 39.27' S.D.C.O. l2q= " DRAIN •.�` (TYP.) MIN. (TYP.) RACY L O CURB F TABLE BCR 1/4 p 1/2 p 3/4 p ECR i 32�.� - " PAD= 387.50 li 31 30 29 28 PAD-387.50 PAD= 387.50 PAD 388.50 IPAD= 389.50 STATION OFFSET ELEV. 15+82.62 10.00' LT 387.45 MIN ____ 387.13 NN ____ 386.99 ____ ____ 386.86 30+29.54 10.00' RT. 386.56 A= 9433'48" R- 19.00' L= 31.36' u 27 = 391.50 CB TYPE 1 I j p / STA 1 +28.38 0.00' Ul- __ � -- � 1 � _ IL 6 "0 WALL DRAIN, DAYLIGHT PROPOSED WALL TO EXISTING GROUND (TYP.) ROAD D �N W^ I F Mid NON MIN hR tOI� NN 010 �N Oaa wON aIN 170 www.esmcivil. �h i611� w.0 c61� <o,� N!� In r,: ril,^ al,r n - a� alm ui� roh oI 1799 - 001 -013 nioD M1 1'1 Cow m "o 10 �M M M M M M M M M IM 10 PVI STA: 15+10'0( + F"v I ELEV: 386. 2 PVI ELEV: 388.85 LP STA: 15 +183 LP STA-,' 17 +17.51 LF { ELEV: 386.9 LP ELEV: 388.60 K: 16.67 K:I8.33 _ LVC: 50.00 LVC� 50.00 I. 00 on II .`° I � m a+ 1.1 N n ^ fr1 ^ n f w U w I U f U �G -- _.I -. --- - Z' - -- ---- STA STA+ 01 +00. 0� ROAD C PR POSED G E 0 ELEVI 386.93 - - -- EXISTING -- -- - --- GRADE _ 41 LF, 12'0 SD I _ 2.0 0 5 -4.83 = % 1.00% � T7� I ' I 54 L 12 0 SD 73% 41 L S 0.50% _ 27 LF, 12" SD S 0 S -6.70% •.i TG =387 70 o - -EX CD:..- TYPE(- =48'b J I - -. -CB - CB 93, TYPE 2 -48'0 62 _M _. -: 2 TG -387. IE =381 !, 0(NN 64 (�) +_- F-378,39 8 7 o (N) SEE SHEET RD -04 IE= 381.44 12 "0 (E) "0 ( won IE= 378.19 11 "0 (SE) ., IE= 381.44 12 (SE)' "0 Z 0.-Q 378.69, 12 , " 0 I CB 1 TYPE 2 -48 "0 IE= 381.44 12 (NW) F . CONNECT C.B. TO VERIFY - -- W 131DIREGTIQNAL- GRATE_ _ - -1 CONTRACTOR - EG 38050 120 RICOR�O CO XND NOTIFY STR CTION 17NGINEER OF I IE= 380.50 12"0 XNY DISCREPANCIES IE= 380.50 12 "0 I i CN 2 Waft Dqs 9Moro You EV Imm, LwW 811 (D,EET,FD,ORWA) 15 +00 tLT9W 33A00 M Aa.Ue gel" I ®I ®I ®T I CR. Suke 205 380.50, 12 "0 O I.E. Federal V fay. WA 98003 12 "0 CR. (S.S.) 379.21, 8 "0 www.esmcivil. om GNI En9lmarlM La. w .� LaM fk"n9 weli< Werb I R jal Yarw9e t I LaMewpe /vanlbclun ESM JOB 1799 - 001 -013 410 405 milt 395 390 k�L:!. 375 370 16 +00 17 +00 17 +80 1 SEW SJB9TTAL ESM In~4 1 N -q, ICMQYIIL WD 1961/1991 2 THHD SUBMITTAL ESM 10/29/1 3 F9ML SUBMITTAL 64M 11 1 DRAW: EIll" 4 MTMIR SBI9TTIL 691 1 i 1 Ir19a19v: °N�� DATUM R MILL GIE If Iq! OtE IM}1 NO. REVISION BY DATE APPR Fill t i 1 KEY MAP SCALE: 1 " =20 HOR2. 1 "_5' VENT. 20 10 0 20 40 NOTES: 1. SEE SHEET HOR -01 - HOR -03 FOR HORIZONTAL CURVE DATA. 2. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE CONTRACTOR. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 4. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARDS G012 & G013. FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO AS- BUILTS AND COMPLETION OF CONSTRUCTION. 5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. 8. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED /MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REOURIED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CITY INSPECTOR. ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE ALSO KNOWN AS HDPE PIPE OR HDPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) UTILITY CROSSING TABLE O I.E. (W.M.) 386.09, 8 "0 CR. (S.D.) 380.50, 12 "0 O I.E. (S.D.) 380.84, 12 "0 CR. (S.S.) 379.21, 8 "0 CHECKED FOR OMPUANCE TO CITY STANDARDS R= 371517 Zk' CITY OF WHITMAN COURT 1s RENTON ROAD AND STORM PLAN AND PROFILE a Planning /Building /Public Works Dept. PERMIT #U14003820 F z 0 U 0 0 0 Ua Z CQ L 2 3 A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA SEE SHEET 'D 22 23 \ ... :... f �`,•�_ _.���•��: � •� ���` Ilse' � � r�� i Sf3 E SHEET RD -02 i / / 4ca -- - -- j V_ SEEP HEET RD -02 I %- 77=- Cd 2 WorUV Da1ys More You 019 UtWea Undw OJW Location Canter 01D►1g100ItwN 405 11 395 375 x 25 �f (TYP,) ' 6.0 ROOF DRAIN 0 S =1.0% MIN. (TYP)--jE \ 32 PAD- 387.50 \ " ; 31 30 29 28 �... PAD = 387.50 PAD = 387.50 PAD - 388.50 PAD = 389,50 ROAD D. _ I - - SEE SHEET R. r- - -- - -_ - PROPOSED WALL TRACT L SEE SHEET RD -04 ROAD C i NVz \ \,xA 26\ 27 = 391.50 I f CB f5 TYPE 2 -48 "0 W / SOILD LOCKING LIN STA 2 +39.19, 0.00' CL TRACT J' j X56 LF, 12 "0 PAD= 394.80 35 PAD - 394.80 34 PAD = 394.80 33 N: 180455.86 E: 1312301.69 IE= 392.03, 12 "0 INLET PIPE FOR EX. DRAINAGE SWALE FROM VAULT 1 +00 NO. REVISION 2 +00 auw ": BY I DATE I APPR I w"y9""n, 3 +00 405 // 395 n -, } 1_ KEY MAP SCALE: 1 =20• HORIZ. 1• =5• VERT. 20 10 0 20 40 NOTES: 1. SEE SHEET HOR -01 - HOR -03 FOR HORIZONTAL CURVE DATA. 2. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE CONTRACTOR. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 4. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARDS G012 & GI FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO AS- BUILTS AND COMPLETION OF CONSTRUCTION. 5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. 8. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED /MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQURIED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 390 ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 385 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE ALSO KNOWN AS HOPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) 0 375 3 +40 UTILITY CROSSING TABLE O I.E. M 00 CD O suiwa 5 M ? N� N MM f0 ^- NIA O a N N welk wo,w b t.. I vmpct uo. «.,a «. I InM.Cppe MWlslu,. �m it WIC ri W� 00 OJ Oi UD m� O �I� M10. N mT Nj Olm IQ �'� IA CIA ,l'l Cal f0 tn Ch i0 ^.O �'T m MM MM MM MM MM M,7 M!n MM MM ROCK WALL BUILDING PERMIT TO BE OBTAI ED BY OWNE _ - -- _ _ -- -- DRAIN ROCK _- I - _._ --- a I PRO OSED GRADE ; ,. I III I,, OF PIPE 15.5' EXISTING (GROUND / "0 0 OL OF PIPE 8 W.M _ = '' -�- "1 E.= 392.03 j - - -- ----- - - - -.. _. - ._ - - - - - - - -- --- i � GONG. BASE/ COLLAR TO BE DETAILED / BUILDING PERMIT PLANS r__ - - -- -i - _ - 214 LF, 120 SD 0 5 =1.74% 8•02• PERF PIPE TEE _- pQ.vp'c6 TO BE DETARED W/ O BUILDING PERMIT PLANS .�' CB 5 TYPE 2 -48'0 56 LF, 12.0 S 0 S= 12.27% FT11*0 W /SOLLD�OC((Nj UND S.S. IE= 385.16 12 "0 E IE= 385.66 0 SW C13 #3 IE= 385.16 12 "0 W SEE SHEET I 1 +00 NO. REVISION 2 +00 auw ": BY I DATE I APPR I w"y9""n, 3 +00 405 // 395 n -, } 1_ KEY MAP SCALE: 1 =20• HORIZ. 1• =5• VERT. 20 10 0 20 40 NOTES: 1. SEE SHEET HOR -01 - HOR -03 FOR HORIZONTAL CURVE DATA. 2. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE CONTRACTOR. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 4. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARDS G012 & GI FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO AS- BUILTS AND COMPLETION OF CONSTRUCTION. 5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. 8. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED /MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQURIED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 390 ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 385 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE ALSO KNOWN AS HOPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) 0 375 3 +40 UTILITY CROSSING TABLE O I.E. f °eaaesam9 0 I® I I 12.0 suiwa 5 ter/ 379.41, Faaaral Way, WA 98003 O I.E. (W.M.) www.eamcivil.com 8 "0 CR. u Eno ^ «naa vlmxu,q two sumon" welk wo,w b t.. I vmpct uo. «.,a «. I InM.Cppe MWlslu,. ESM JOB #1799- 001 -013 1 +00 NO. REVISION 2 +00 auw ": BY I DATE I APPR I w"y9""n, 3 +00 405 // 395 n -, } 1_ KEY MAP SCALE: 1 =20• HORIZ. 1• =5• VERT. 20 10 0 20 40 NOTES: 1. SEE SHEET HOR -01 - HOR -03 FOR HORIZONTAL CURVE DATA. 2. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE CONTRACTOR. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 4. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARDS G012 & GI FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO AS- BUILTS AND COMPLETION OF CONSTRUCTION. 5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. 8. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED /MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQURIED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 390 ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 385 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE ALSO KNOWN AS HOPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) 0 375 3 +40 UTILITY CROSSING TABLE O I.E. (S.D.) 381.64, 12.0 CR. (S.S.) 379.41, 8 "0 O I.E. (W.M.) 393.86, 8 "0 CR. (S.D.) 385.90, 12.0 CHECKED FOR COMPLIANCE TO CITY STANDARDS 1z T, IN R= 311518 CITY 0 F WHITMAN COURT 12/01/201, DATUM RENTON ROAD AND STORM PLAN AND PROFILE l 0HE 1XPt � *� Planning /Building /Public Works Dept. PERMIT #1-114003820 RD -03 IE NO! q1E Ntll SCY£ AttVNH0.Y Cb: R - 377 / 9 w L � r z U w 0 0 a U CQ L 2 3 SEE SHEET RD -01 MATCH LINE STA. 15 +•00.00 EX. CB, TYPE 2 -48 "4 STA 15 +13 -52, 1870' RT TG =386 38 A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA IE= 378.39, 18 "s - IE= 378.19, 18 "2 ' CONNECT TO EX. C.B. CONTRACTOR TO VERIFY I SIZE, DEPTH AND LOCAT10Ng ��. \ 41 LF, 12 "m SD PRIOR TO CONSTRUCTION, _ \\ -e - -® NOTIFY ENGINEER OF ANY 0 1 DISCREPANCIES. 0 If .50 O s'o EX_ CB, TYPE 7 STA 15 +16.84, 31.67 TG= 386.74 1 E-384.07 12"0 TRACT o - Et EX CB TY°E I STA 15 1,55 _ 3, 6.36 R'. TO-386 24 IE 3b 158, 4 IE 38'12, 18 b CB #1, SEE SHEET RD -02 CL INT'X STA 15 +51.29, ROAD D = STA. 30 +00.00. ROAD C 410 UTA 5, 395 390 LA I<:_, 375 Q 11 I ...... 31+00 .- I 6 *0 ROOF DRAIN _ -� 0 S=11.0% MIN. (TYP.)" �:r- •I J .._ (TYP.) 21 22 23 I 24 25 PAD= 386.00 PAD = 387.00 PAD =.� I PAD = 390.00 \ PAD = 391.50 „ CB J2, TYPE 1 ^ _ W/ BIDIRECTIONAL GRATE STA 30 +36.78, 0.00' (j SEE SHEET RD-03 = STA. ROAD C 1 1 TRACT K' 01 39 \ PAD= 395.50 ._ � •s� \ 38 �. ,• PAD = 395.50 \ 26 - PAD = 393.00 PAD= 395.50 TRACT J I LI I o 1 1 1, PAD-36 394 90 0 6 _ Q 1i Q W W - W SEE SHEET RD -03 w f U TRACT K' 01 39 \ PAD= 395.50 ._ � •s� \ 38 �. ,• PAD = 395.50 \ 26 - PAD = 393.00 PAD= 395.50 TRACT J I LI I o 1 1 1, PAD-36 394 90 30 +00 6 °0 12*0 31 +00 32 +00 33 +00 410 405 04 F11 � 1 1 KEY MAP SCALE: 1' =20' HDRIZ. 1 "I VERr. 20 10 0 20 40 NOTES: 1. SEE SHEET HOR -01 - HOR -03 FOR HORIZONTAL CURVE DATA. 2. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE CONTRACTOR. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 4. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARDS G012 & GO13. FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO AS- BUILTS AND COMPLETION OF CONSTRUCTION. 5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. 8. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED /MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR OVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. 8) THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REOURIED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFlCIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 395 ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE ALSO 390 KNOWN AS HDPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) Ki2 1I 375 33 +60 R- 371519 CHECKED FOR COMPLIANCE TO CITY STANDARDS [2{10f Iw If ® .p�: Z0 �3 WHITMAN COURT 12/01/201 CONSULTING ENpINE ER$ LLC •���{♦: /L!• ER`M 107/11/141 • , ,Z�FRry/L /881 Sub, ^ °�Oe� ^ � 101 1w � h y• soDOra s1laMrtrAL ESY uswm 1 - � CITY OF Feces 205 UM Rp16(UI[. R.m,ai.co wn seooa , 2 THiE) sueMmAl ESY ,0r1 =/, "u RENTON www.esmcivil.com,'^„� -°„°, 3 FM SAL F91 11/20/11 �"' Waw ROAD AND STORM PLAN AND PROFILE Mil cnaln..nna Lana wl.eow wow R..m�w tit ac wcx DATUM aueno wonm I rmk« uolwp.n.nt Lam•cow wcneacwn 4 MVLM 99/ITAL EN 1 1 o•E�: `•.c,= Planning /Building /Public Works Dept. PERMIT #U14003820 RD -04 ESM JOB #1799-001-013 TONAL F Z � / N0. REVISION BY DATE APPR PR"� E � °N L' se : 19 a40 c : rz- 3.7-;, g-0 SEE SHEET RD -03 (1/77 f PAD = 394.80 35 1f o0 �� 34 PAD = 394.80 L- ACT 1- # - - - --� - i 30 +00 6 °0 12*0 31 +00 32 +00 33 +00 410 405 04 F11 � 1 1 KEY MAP SCALE: 1' =20' HDRIZ. 1 "I VERr. 20 10 0 20 40 NOTES: 1. SEE SHEET HOR -01 - HOR -03 FOR HORIZONTAL CURVE DATA. 2. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE CONTRACTOR. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 4. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARDS G012 & GO13. FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO AS- BUILTS AND COMPLETION OF CONSTRUCTION. 5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. 8. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED /MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR OVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. 8) THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REOURIED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFlCIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 395 ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE ALSO 390 KNOWN AS HDPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) Ki2 1I 375 33 +60 R- 371519 CHECKED FOR COMPLIANCE TO CITY STANDARDS [2{10f Iw If ® .p�: Z0 �3 WHITMAN COURT 12/01/201 CONSULTING ENpINE ER$ LLC •���{♦: /L!• ER`M 107/11/141 • , ,Z�FRry/L /881 Sub, ^ °�Oe� ^ � 101 1w � h y• soDOra s1laMrtrAL ESY uswm 1 - � CITY OF Feces 205 UM Rp16(UI[. R.m,ai.co wn seooa , 2 THiE) sueMmAl ESY ,0r1 =/, "u RENTON www.esmcivil.com,'^„� -°„°, 3 FM SAL F91 11/20/11 �"' Waw ROAD AND STORM PLAN AND PROFILE Mil cnaln..nna Lana wl.eow wow R..m�w tit ac wcx DATUM aueno wonm I rmk« uolwp.n.nt Lam•cow wcneacwn 4 MVLM 99/ITAL EN 1 1 o•E�: `•.c,= Planning /Building /Public Works Dept. PERMIT #U14003820 RD -04 ESM JOB #1799-001-013 TONAL F Z � / N0. REVISION BY DATE APPR PR"� E � °N L' se : 19 a40 c : rz- 3.7-;, g-0 a z 0 U w O0 Ua CQ L w W rtr +or.;n CL INT'X STA 12+ STA rn SH --- ------------------ _ _ - -- - - - 5' SIDEWALK N X \ STA 50 +41.21, = STA. 5 +00.01 Mp II 395 375 A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA Ex. CB, TYPE 1 CL INT'X EX. CB, TYPE 1 STA 13 +76.32, WHITMAN CT NE STA 12 +54.55, 2x45' RT STA 12 +5630' 12.33' 2T = STA 52 +63.97, ROAD B DRIVEWAY APPROACH TABLE TG= 392.94 TG= 392,42 E= =382 -31, ,2 "0 E= 387.09, 12 "0 EX CB TYPE 1 TOAD A �T CT NE \ AL AO ESS) RD 01 _ I 12 +00 - -1 --r- �P - 0 I I I 1EET RD - -01 I LJ - I_. STA 13 +77.38, 11.95' LT TG= 389.62 EX. CB, TYPE 2 -48 "0 E= 385.05, 12"4 STA 12 +55.64, 0184' RT �., 392.41 EX, CB, TYPE 2 -48 "0 I - IE= 381.49, 12 '0 � STA 13 +71.25, 078' RT EX. CB, TYPE 1 �E-38 -09 12 0 -TG= 389.63 -Q -STA 13 +70.67, 18.48' RTC IE 381.12 1 +0 - - - - IE 379.73 12 "0 - I - I I _TG= 389� .66 E -330 87 2 "0 IE 379.81 12' 0 - , 12 °4 IE386.23 12'0 E3791851 18'0 N 1a +oo c - - - - - - �_ -ELI /�= D -= w - - --- - 5 - _ ice..\ s� 1 - - -����� • -�i _- S LU �M ).C.O. --- ------------------ _ _ - -- - - - 5' SIDEWALK N X \ STA 50 +41.21, = STA. 5 +00.01 Mp II 395 375 A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA Ex. CB, TYPE 1 CL INT'X EX. CB, TYPE 1 STA 13 +76.32, WHITMAN CT NE STA 12 +54.55, 2x45' RT STA 12 +5630' 12.33' 2T = STA 52 +63.97, ROAD B DRIVEWAY APPROACH TABLE TG= 392.94 TG= 392,42 E= =382 -31, ,2 "0 E= 387.09, 12 "0 EX CB TYPE 1 TOAD A �T CT NE \ AL AO ESS) RD 01 _ I 12 +00 - -1 --r- �P - 0 I I I 1EET RD - -01 I LJ - I_. STA 13 +77.38, 11.95' LT TG= 389.62 EX. CB, TYPE 2 -48 "0 E= 385.05, 12"4 STA 12 +55.64, 0184' RT �., 392.41 EX, CB, TYPE 2 -48 "0 I - IE= 381.49, 12 '0 � STA 13 +71.25, 078' RT EX. CB, TYPE 1 �E-38 -09 12 0 -TG= 389.63 -Q -STA 13 +70.67, 18.48' RTC IE 381.12 1 +0 - - - - IE 379.73 12 "0 - I - I I _TG= 389� .66 E -330 87 2 "0 IE 379.81 12' 0 - , 12 °4 IE386.23 12'0 E3791851 18'0 N 1a +oo c - - - - - - �_ -ELI /�= D -= w - - --- - 5 - _ ice..\ s� 1 - - -����� • -�i 5 SIDEWALK- LU �M ).C.O. LIM � I_ I� Mlr 1 - �- \ MOB 380.96, I • M. MIM MiM M M'M M M - _ -- - M -- -_ --�- --'- I--1 --- - 385.03, 12 °0 ! (S.D.) 384.04, 5 -4 -- MATERIALS NE ! PVI _ CL I I'M .1 , 50 +41.21, ROAD B PAD= 386.40 1 ELEV: 387.6 STA: 51 +36'.64 1 CB j11, TYPE 2 -48 "16 STA 50 +41.21, 0.00' IE 63 LF, 12 "0 SD; ROAD A / ROAD B i LF, 12 "0 SO + PAD-386.40 7 PAD = 386.40 34- 8 I PAD =38 --14-1--13 1 1211 .j PAD= 387.30 5 SIDEWALK- LU �M ).C.O. ESM JOB #1799- 001 -013 6 "0 ROOF DRAIN P.) Mlr Wn M',.W M':OD - �- \ MOB 380.96, f� M. MIM MiM M M'M M M - _ -- - M -- -_ --�- --'- I--1 --- - 385.03, 12 °0 ! (S.D.) 384.04, 5 -4 -- MATERIALS NE ! PVI _ CL I 387..50 TR M 50 +41.21, ROAD B PAD= 386.40 1 Lb ELEV: 387.6 STA: 51 +36'.64 1 - ROAD A • /13, TYPE 7A 51 +38.64. 0.00' t ELEV: 388.35 6 i LF, 12 "0 SO + PAD-386.40 7 PAD = 386.40 34- 8 I PAD =38 --14-1--13 1 1211 I�`` PAD= 387.30 PAD= 387.30 PAD= PAD= 387.30 387.30 �M ).C.O. ESM JOB #1799- 001 -013 6 "0 ROOF DRAIN P.) Mlr Wn M',.W M':OD Mm ® 5 =1.0% MIN. (TYP.) 9 PAD = 385.40 10 m: mm - -vl�- nm Mlle Oy^ y0 �,N mM Q.M O.M) �M 4 ESM JOB #1799- 001 -013 m ��m �joa M�ieD �..r M'',h M'.r Mlr Wn M',.W M':OD Mm mm MOB 380.96, 8 M. MIM MiM M M'M M M M �M M iM M M M ®I.E. M:M (W.M.) 385.03, 12 °0 CR. (S.D.) 384.04, 8 "0 ALLOWABLE PIPE MATERIALS NE ! PVI STA: 51 +51.30 1 PVI CL I X STA 50 +41.21, ROAD B STA 12 +22.14, WHITMAN CT =STA. 4 +29.73, TRACT D Lb ELEV: 387.6 STA: 51 +36'.64 1 1 STA ROAD A 13 +76.32, WHITMAN CT NE t ELEV: 388.35 LP ELEV. 387.51 f - STA 52 +63.97, ROAD B - - - - - - - - -�. K: 25.08 1 _ -- LVC: 7 5.00 ELEV? 389.51 391.85 - PROPOSED GRADE ®� - - - -- - --.. -- - -- -._ - -- I O � O O M ! � O - HP -ELEV 392.15' _. -- - -- EXISTING GRADE 0 3g 'K: 5.27 NE STA 12 +22.14 WHITMAN CT + LVC: m = STA 5 +79.36, ROAD A ELEV: 392.53 - - - 0.99% N NON m U W % _ I T_ PIOPOSED GRADE 0 CL 58 LF 12"0 SO 0 S =0.63% EXISTING GRADE D q II 63 LF, 12 °0 SD 0 - - - �_- 015 =0.60% Lill - 11 SEE T r "0 ;SEE - LEFT I I 35 LFj 12 SD CB 1 t iYP1 -48 "0 Iii 0 S =0.54% B 13 TYPE 1 =387.51 _ IE =382 88 12 "0 E I 383.95 6 "0 (W) EG 382 88 12 "0 N I CB 12 TYPE 1 I = 383.45 12" (N) _ ______..._- _ _ _ " IE= 382.88 1 0 (S) _ W/ BI- DIRECTIONAL GRATE TG= 387.73 IE= 383.26 2 "0 IE= 383.26 Ip 2 "0 IE= 383.26 2 °0 i 50 +00 0912 Workhp Days Beloro You U4 811 (D,AITMORWA) l.71L��I�7 EN Q INE E RS LLC - -vl�- 0 ®CONSULTINfi 33000 M Avi mN sw,m I ® I ® I I Sla 2M FeOmeI Way. WA %003m(bn -ro�N www."Mcivll.com o� („� ,'^„ � P bl1 W.,w I P'pjeclS'1k ^aY"Yxne^l I lu�iMecpaW" • E,� : y! first ,, CiSTEP�•' fU1111L //A 1 't 3 4 ESM JOB #1799- 001 -013 NO. 52 +00 REVISION LOT STATION - OFFSET - ELEVATION TRACT 8 STA. =51 +00.39, 10.00' RT. 387.96 LOTS 13 -14 STA =51 +41.15, 10.00' RT. 387.99 LOTS 11 -12 STA =51 +71.71, 10.00' RT. 388.42 * SEE DRIVEWAY DETAIL F004 -1 ON SHEET DT -01 UTILITY CROSSING TABLE 0 I.E. (W.M.) 385.24, 8 "0 388.95 CR. (S.D.) 383.83, 12 °0 0 I.E. (S.D.) 383.38, 12 "0 "0 5+34.24 CR. (S.S.) 380.96, 8 O LE (S.D.) 383.29, 12 "0 n C.R. (S.S.) 380.98, 8 °0 ®I.E. M:M (W.M.) 385.03, 12 °0 CR. (S.D.) 384.04, 8 "0 ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE ALSO KNOWN AS HDPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) CURB FiTABLE 0 SCR 1/4 p 1/2 p 3/4 p ECR 390 395 385 390 6Tjb� T,P, 53 +00 BY I DATE I APPR I STATION OFFSET ELEV. 50 +09.21 14.24' LT. 388.95 ____ ____ 389.85 ____ __ -_ 389.84 ____ ____ 390.28 5+34.24 12.00' LT 390.73 p= 90'01'32' R= 20.00' L= 31.42' O8 CURB F TABLE BCR 1/4 p 1/2,6 3/4 p ECR STATION OFFSET ELEV. 50+73.21 10.00' LT 38823 all ____ 388.78 _ 389.32 - - -- - - -- 1 389.87 5 +30.00 12.00' RT. 1 390.42 A= 90'00'00" R= 20.00' L= 31.42' n SCALE: 1 " =20 HOR1Z. 1' -5' VERT. 20 10 0 20 40 NOTES: 1. SEE SHEET HOR -01 - HOR -03 FOR HORIZONTAL CURVE DATA 2. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE CONTRACTOR. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 4. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARDS G012 & G013. FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO AS- BUILTS AND COMPLETION OF CONSTRUCTION. 5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 7.PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. 8. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED /MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQURIED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CITY INSPECTOR. NM V)'� N,ia, all 106 OOjc; T',f �iN n MIM MIM M:M CL INT'X STA 50 +41.21, ROAD B = STA. 5 +00.00, ROAD A ELEV: 388.35 PVI STA: 5 +45.56 PVI LEV 391.85 STA_ 5 +60.56 - HP -ELEV 392.15' _. -- - -- 'K: 5.27 NE STA 12 +22.14 WHITMAN CT LVC: 30.00 = STA 5 +79.36, ROAD A ELEV: 392.53 N NON m U W % -' PIOPOSED GRADE 0 CL 58 LF 12"0 SO 0 S =0.63% EXISTING GRADE D q 0 0 10 11 SEE SHEET RD -01 ;SEE PROFILE TO LEFT I I 5 +00 ROAD A 6 +00 LIB I, 395 390 6 +40 R- 311520 CHECKED FOR COMPLIANCE TO CITY STANDARDS It(N y WHITMAN COURT CITY 0 F RENTON ROAD AND STORM PLAN AND PROFILE °HE "0H DATUM Planning /Building /Public Works Dept. PERMIT #U14003820 i Ipi dE 111CX scut .caRONO.Y w L � r z U w O0 a U Q 3 C m 11 395 375 370 CB 11 SEE # SHE, A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA SEE SHEET RD -01 ROAD A 7- J 'T" R a PAD = 387.50 2 \ \ /PAD= 387.50 PAD 87.50 B x'95 STA 1 +00.00, TRACT B TRACT F MEND ROAD IMPROVEMENTS �/ N , �,��' �� Fx 2 - _��� -- -- --- . m _ - --__ - r -_ -� 410 �.I _ x- _ o ' ' y��i 6 LF 12 "o SO ' : g• S / 100 LF, 12 "o SD y CB #17, TYPE 1 _. \ G 40 /LF, 12"0 SD l 13Lk ,ll 6 "e ROOF DRAIN _ = STA 1 +00.7 5.22' RT - _, _ I .. �^ SEE HEET RD OS \., TYPE 1 - - ®5 =1 OF MIN. (TYP.) N _ W _ y- -- 1 28 LF 12 "0 SD. r'; \�, STA BI-DIRECTIONAL +00.46,5.72' RT STA 4+34.79, 14+54.95, F CWHN - r U) / �•, CB 14, TYPE 1 MAP' CT P # ' STA 3 +00.00, TRACT D STA 1 +92.23, 5.22' RT \ �� END ROAD IMPROVEMENTS / /' / _ y CB #18, TYPE 1 STA 1 +41.13, 5.22' RT D= 13 TRACT D 20 387.30 3PfiA1D30 PAD= 41 LF, 12 "0 SD 366'40 19 18 17 16 15 STA TYPE t ,PAD= PAD= PAD= PAD_ PAD - -- A 1 +79.11, 5 22 RT 386.40 _ � .....386.40 387.40 388.40 388.40 � TRACT B CONSULTING ENGINEERS LLC 10 s s 7 6 s �w N^ n^ 00 nj ® Sum o um nvonva sown [�( I ® I ® I I PAD= 385.40 PAD= i PAD= 365.40 386.10 PAD= 386.40386.40 PAD= PAD= 386.40 1 MiM = j3) S.D.C.O. 611 10/19/1 i - -CL INT'X GRADE 0 � www.esmcivil.com "' °�^.Y = w-°°°° CB #7A, TYPE 2 -48 °0 STA 4 +00.95 4.22' RT STA 1 +00.00, TRACT B TRACT F MEND ROAD IMPROVEMENTS �/ N , �,��' �� Fx 2 - _��� -- -- --- . m _ - --__ - r -_ -� 410 �.I _ x- _ o ' ' y��i 6 LF 12 "o SO ' : g• S / 100 LF, 12 "o SD y CB #17, TYPE 1 _. \ G 40 /LF, 12"0 SD l 13Lk ,ll 6 "e ROOF DRAIN _ = STA 1 +00.7 5.22' RT - _, _ I .. �^ SEE HEET RD OS \., TYPE 1 - - ®5 =1 OF MIN. (TYP.) N _ W _ y- -- 1 28 LF 12 "0 SD. r'; \�, STA BI-DIRECTIONAL +00.46,5.72' RT STA 4+34.79, 14+54.95, F CWHN - r U) / �•, CB 14, TYPE 1 MAP' CT P # ' STA 3 +00.00, TRACT D STA 1 +92.23, 5.22' RT \ �� END ROAD IMPROVEMENTS / /' / _ y CB #18, TYPE 1 STA 1 +41.13, 5.22' RT D= 13 TRACT D 20 387.30 3PfiA1D30 PAD= 41 LF, 12 "0 SD 366'40 19 18 17 16 15 STA TYPE t ,PAD= PAD= PAD= PAD_ PAD - -- A 1 +79.11, 5 22 RT 386.40 _ � .....386.40 387.40 388.40 388.40 � TRACT B 1 +00 CN 2 Working Days Before You Db M, Urd ow a1ocWon Cable. OD,Etr17MO tWA> r1 II 395 395 390 390 385 385 380 380 375 375 370 370 SEE SHEET RD -01 ;I CONSULTING ENGINEERS LLC I I I f l ESM 11 1 �w N^ n^ 00 nj ® Sum o um nvonva sown [�( I ® I ® I I OMD;� W'In M,W„ MIM MI„C0� M'M MiM Mi M 611 10/19/1 i - -CL INT'X GRADE 0 � www.esmcivil.com "' °�^.Y = w-°°°° r gl ij II � ESM �i II END R38VEMENTS STA 14 +54.95, WHITMAN CT NE P f' MYIM 919fRAL. STA. 3 +DO.0 TRACT D ��I ELEV: 7.53PRO�-- C/ -V /..... E �IA END ROAD IMPROVEMENTS - ----- __ -. -- -- - - - -- - -- -- ELEV. 386.27 NO. - BY CL INT'X Exill TING GRADE ®OtI,I EXISTI G GRADE ® � A 51 +00. ROAD B - - _ - IX 8 "0 W.M SO 0 S= 1.637, 28 LF, 12 "0 SD STA. 8. TRACT B_ - 1 PROPOSED -- GRADE - -_ -_ -- -- ® rE _ - - _- 12.0 ELEV: 387.76 �1 '. B B. TYPE 1 W/ BI- DIRECTIONAL GRATE TG= 386.17 1.00% 9.9'_ _ E=381 77 6 41 LF, 12 °a S� 40 LF, SO I li SEE SHEET RD -01 ® 5 -0.50% _.. - --_ 0.50% - - - � - -} -- i1 - _ _ _ IE= 379.64 12 "0 (W) IE= 380.14 6 "� (N) I L-1 ' -- B #12 I iCB #17. TYPE 1 SEE SHEET RD'i05 EG 38392 1 '0 S CB 16 TYPE 1,, 28 LF, 12 "9 SD ll ®5- IE= 384.42 (SW) TG =388 OS 10.65% - -_ - -- �-IE- 1" 383 -9 -2-12 NNE) _. .0 (SE)_ - - -- - --I _- -EB384 TYPE 1 _ IE= 383.72 1�- m (N) TG= 388.56 "0 - 3.44 12 (E) I IE= 383.94 6 "0 (S) I IE= 383.44 12 °0 (NW) �8 15 TYPE 1 _I _ _ -TG= 388.43 -- 1 = 383.52 12 "� (SE) 1- = 383.52 12 "t (NW) 1 +00 CN 2 Working Days Before You Db M, Urd ow a1ocWon Cable. OD,Etr17MO tWA> r1 II 395 395 390 390 385 385 380 380 375 375 370 370 SEE SHEET RD -01 ;I CONSULTING ENGINEERS LLC I I I f l ESM 11 1 �w N^ n^ 00 nj ® Sum o um nvonva sown [�( I ® I ® I I OMD;� W'In nl I CB #7 -- I 2 SEE SHEET I 611 10/19/1 i - -CL INT'X GRADE 0 � www.esmcivil.com "' °�^.Y = w-°°°° r gl ij II � ESM �i II .Ml Envm «n,p Inne SL yi,q LAM RonnLq Pacrc wenu I Proj Yanogwmmt I La NcnNxWn STA 14 +54.95, WHITMAN CT NE P f' MYIM 919fRAL. STA. 3 +DO.0 TRACT D ��I .I,e C/ -V /..... E �IA END ROAD IMPROVEMENTS , I SEE SHEET RD -02 0 0 G_ LU W 2 DJ LU (n 2 +00 2 +80 3 +00 TRACT B CONSULTING ENGINEERS LLC •i{S DNS// / ••ti! ''• • �+ j I I I FRSF .AEMIITAL ESM 11 1 �w N^ n^ 00 nj ® Sum o um nvonva sown [�( I ® I ® I I OMD;� W'In OMO aMOM MM WM ro 1 nm nw n'm 2 THIRD SUBMlIIAL 611 10/19/1 i - -CL INT'X GRADE 0 � www.esmcivil.com "' °�^.Y = w-°°°° 3 P PR ESM 11/20/1 .Ml Envm «n,p Inne SL yi,q LAM RonnLq Pacrc wenu I Proj Yanogwmmt I La NcnNxWn STA 14 +54.95, WHITMAN CT NE P 4 MYIM 919fRAL. STA. 3 +DO.0 TRACT D = STA. 4 +34.79, TRACT D .I,e C/ -V /..... E �IA END ROAD IMPROVEMENTS , _ ELEV: 387.64 12/01/1 ELEV. 386.27 NO. - BY DATE Exill TING GRADE ®OtI,I 1.50% - - _ - IX 8 "0 W.M SO 0 S= 1.637, 28 LF, 12 "0 SD - 1 S =0.51% EX. 15 "0 SS '. B B. TYPE 1 W/ BI- DIRECTIONAL GRATE TG= 386.17 9.9'_ _ E=381 77 6 N IE= 381.27 12�(E) SEE SHEET RD -01 i CB 7 TYP -48 °0 TG= 387.70 IE= 379.64 12 "0 (W) IE= 380.14 6 "� (N) I i IE= 379.64 12 "0 (E) 2 +00 2 +80 3 +00 TRACT B 4 +00 TRACT D 405 11 395 390 385 380 375 370 4 +80 \-�\ KEY MAP SCALE: 1 =20' HORIZ. 1 " =5' VERY. 20 10 0 20 40 NOTES: 1. SEE SHEET HOR -01 - HOR -03 FOR HORIZONTAL CURVE DATA 2. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE 11T1LI11' COMPANIES AND COORDINATED WfTH THE CONTRACTOR. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 4. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARDS G012 & GO13. FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO AS- BUILTS AND COMPLETION OF CONSTRUCTION. 5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. 8. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE OCTV INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED /MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CLAYS VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, DLFILTRATION TESTING OR AIR TESTING THAT MAY BE REQURIED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CITY INSPECTOR. ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE ALSO KNOWN AS HOPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) UTILITY CROSSING TABLE Oj I.E. (S.D,) 383.38, 12 "0 CR. (S.S.) 380.96, 8 "0 O C.R. (8.8.)3380.98,18 "4 R=377521 O I.E. (S.D.) 379.55, 12'0 CR. (S.S.) 379.33, 15 "0 CHECKED FOR COMPLIANCE TO CITY STANDARDS a /._�. CITY 0 F ""�°""° "°° WHITMAN COURT 12/01/201, aE� �=.Rw � ,�,,,.., �� 1°B � RENTON P cat 1,"E ncx DATUM ROAD AND STORM PLAN AND PROFILE Rte«« Planning /Building /Public Works Dept. PERMIT #U14003820 RD -06 if AYR M£ lAW SVIE IKgMN4YY SQL.: 21 rc:Q C9 rz TTT CONSULTING ENGINEERS LLC •i{S DNS// / ••ti! ''• • �+ O FRSF .AEMIITAL ESM 11 1 ® Sum o um nvonva sown [�( I ® I ® I I 1 SEMM S IJBWRAL ESY 1 Suite zos �I PMOrUI way, wn seaou 2 THIRD SUBMlIIAL 611 10/19/1 www.esmcivil.com "' °�^.Y = w-°°°° 3 RW SE9RTN. ESM 11/20/1 .Ml Envm «n,p Inne SL yi,q LAM RonnLq Pacrc wenu I Proj Yanogwmmt I La NcnNxWn 4 MYIM 919fRAL. .I,e C/ -V /..... E �IA ERA 12/01/1 ESM JOB #1799- 001 -013 NO. REVISION BY DATE APPR 4 +00 TRACT D 405 11 395 390 385 380 375 370 4 +80 \-�\ KEY MAP SCALE: 1 =20' HORIZ. 1 " =5' VERY. 20 10 0 20 40 NOTES: 1. SEE SHEET HOR -01 - HOR -03 FOR HORIZONTAL CURVE DATA 2. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE 11T1LI11' COMPANIES AND COORDINATED WfTH THE CONTRACTOR. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 4. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARDS G012 & GO13. FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO AS- BUILTS AND COMPLETION OF CONSTRUCTION. 5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. 8. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE OCTV INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED /MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CLAYS VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, DLFILTRATION TESTING OR AIR TESTING THAT MAY BE REQURIED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CITY INSPECTOR. ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE ALSO KNOWN AS HOPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) UTILITY CROSSING TABLE Oj I.E. (S.D,) 383.38, 12 "0 CR. (S.S.) 380.96, 8 "0 O C.R. (8.8.)3380.98,18 "4 R=377521 O I.E. (S.D.) 379.55, 12'0 CR. (S.S.) 379.33, 15 "0 CHECKED FOR COMPLIANCE TO CITY STANDARDS a /._�. CITY 0 F ""�°""° "°° WHITMAN COURT 12/01/201, aE� �=.Rw � ,�,,,.., �� 1°B � RENTON P cat 1,"E ncx DATUM ROAD AND STORM PLAN AND PROFILE Rte«« Planning /Building /Public Works Dept. PERMIT #U14003820 RD -06 if AYR M£ lAW SVIE IKgMN4YY SQL.: 21 rc:Q C9 rz TTT w L zr z U 0 w O0 a U CQ L A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA CURB RAMPS #1 & #2 DETAIL I I A 391.430 F /L* B STA. 13+ .95, 12. RT. 5' D EL= 390.32 I5 391.52 F 391.42 G G H 391.29 389.44 G W 2.0n 395.65 I 1 Z N A= 9355'22' I 78 F D= 91'08'51" K I o° + w U U L 389.41 R=20.00' M r U¢ ¢ O H Tv ■ n IL 31.82' I ' DETECTABLE WARNING PATTERN B C 7 ® Z CURB RAMP #1 Z w i o CURB RAMP #7 `O 96 < w w STA. 5 +39.76, 12.00 LT. DETECTABLE V 0 EL= 391.09'(CURB 0.5' WARNING PATTERN a = 2 HIGH) TRANSITION CURB i TO RAMP T1• CURBRAMP#4 w • DETECTABLE CQC L 5 79 WARNING ROAD A 6• PATTERN H DETECTABLE A= 69'12'14' WARNING PATTERN R= 20.00' • s3� I I o CURB RAMP #2 i STA. 5 +40.92, 12.00 RT. C 0 EL= 391.15' (CURB 0.5' 13 A=84•55•33e HIGH) TRANSITION CURB n 1' 1 R= 20.00' 5 TO RAMP rn L= 29.64' = 38.781 I F 'I CURB RAMPS #1 & #2 DETAIL Cd 2 Waift Der Before You Dig Ulft 8�1 UrxWr ocaft1C4r*w OD,A rMORWA) CURB RAMPS #3 & #4 DETAIL SCALE: 1"= 10' 5 IQ o® RAMP #1 SPOT ELEVATION CHAR I I A 391.430 F /L* B STA. 13+ .95, 12. RT. 5' D EL= 390.32 I5 391.52 F 391.42 G G H 391.29 389.44 G i CURB RAMP #3- 2.0n 395.65 I 1 _ A= 9355'22' I 395.90 '? K R= 20.00' L 389.41 L= 32.79' M C E, I I DETECTABLE WARNING PATTERN 7 ® c=J Z w i CURB RAMP #7 `O V ROAD B I a i T1• CURBRAMP#4 w • DETECTABLE CQC L WARNING I � 6• PATTERN H A= 69'12'14' z R= 20.00' • L= 31.42' � o i i 0 T4 L 5 . STA. 14+0632, 13. 0 RT. IIEL. = 38.781 Cd 2 Waift Der Before You Dig Ulft 8�1 UrxWr ocaft1C4r*w OD,A rMORWA) CURB RAMPS #3 & #4 DETAIL SCALE: 1"= 10' 5 IQ o® RAMP #1 SPOT ELEVATION CHAR POINT ELEVATION A 391.430 F /L* B 391.51 O F /L* C 391.89 D 392.00 E 391.52 F 391.42 G 391.30 H 391.29 RAMP #2 SPOT ELEVATION CHAR POINT ELEVATION A 392.17 O F /L* B 392.30 O F /L* C 392.52 D 392.82 E 392.22 F 392.30 G 392.41 H 392.31 SCALE: 1"- 10' RAMP#3 ^ SPOT ELEVATION CHAR POINT ELEVATION A 389.49 O F /L* B 389.64 O F /L* C 389.97 D 390.28 E 389.67 F 389.76 G 389.99 H 390.09 RAMP #4 SPOT ELEVATION CHAR POINT ELEVATION A 389.050 F /L* B 388.960 F /L* C 388.91 O F /L* D 388.810 F /L* E 389.55 H F 389.44 G 389.38 H 395.65 1 389.65 1 395.90 K 389.53 L 389.41 M 389.40 .T�.� SPOT ELEVATION CHAR POINT ELEVATION A 307.310 F /L* B 387.270 F /L* C 387.32 D 387.31 E 387.91 F 387.37 G 387.84 H 387.42 �- - - A= 90'00'00' R =25.W / L= 39.27' -�aa �� 1 \.• STA, 30+29.54, • PE a pllD O CURB RAMP #6 �. ` 1•,11 • STA. 10.00 l CURB RAMPS #5 & #6 DETAIL i i ELEVATION 1 387.110 F /L* B 387.210 F /L* C 387.430 F /L* D 387.61 E 387.93 F 587.72 G 387.881 H 387.82 355.80 G 395.75 H 395.65 1 395.96 1 395.90 K 395.85 L 395.75 j I 7 CURB RAMP #7 `O DETECTABLE" WARNING a PATTERN • 1 I � I � I i i CURB RAMP #7 DETAIL n SCALE: 1 "- 10' o® 5 10 RAMP #7 SCALE: 1 " = 10' 10 5 0 10 20 lil SCALE:1 =1V o® 5 10 RAMP#6 SPOT ELEVATION CHAR POINT ELEVATION A 387.110 F /L* B 387.210 F /L* C 387.430 F /L* D 387.61 E 387.93 F 587.72 G 387.881 H 387.82 SPOT ELEVATION CHAR POINT ELEVATION A 395.360 F L* B 395.300 /L* C 395.25 O F /L* D 395.15 O F /L* E 395.86 F 355.80 G 395.75 H 395.65 1 395.96 1 395.90 K 395.85 L 395.75 R- 311522 ®CONSNLTING EN GINEERS LLC .C•(f ^v/I'• O F7RiT SISIeITAL L'SM ,,, ]YIIYCAIF. YEAIIGL IMVJ IP/ E 3.9900 BM Avenue SoNM1 : ylll- kel ; , gEWNp �T,LL ESM , , 1 • =10• N0R6 � i� "�i �L CITY OF 3� „a3Y� I ®I I I ,ae Feeml were wn e8003 ,oaw... (u; ®-. 2 THND SIRMIiIL EsM 10/29/14 oiuwu: R E N T O N www.esmcivil.cem ` � 1,0,1 3 FW SAL ESM 11 1 CMI Enpin90rin9 IunJ Survryin9 WM ROnn"uq 10111 Pub4C WO.In Project YOngen�enl I lnM,cape McbibcWn " �p • 4ARAL E.SM 12/01/1 CXEfJ3T. ♦T NTLL� ' •� Planning /Building /Public Works Dept. IF PICT OW I� ESM JOB #1799- 001 -013 TOWAL JI�'Ir NO. REVISION BY DATE APPR CHECKED FOR COMPLIANCE TO CITY STANDARDS 7�_ 2' /2•Ef/ WHITMAN COURT CURB RAMP DETAILS PERMIT #U14003820 PILE RD -07 w z U w 0 O Ua CZ L 2 3 NOTES t. Provide B separate crab ramp ter each marked or unmarked crosswalk. A A Sff cOMRUCT PLWS SEE CONR0ICT PLNi3 _ -d' F MIN. - d' - V MIN. PEOESIRVVI cum Cub nRp location shall be pli wiONn the v idN of She associated W D9,N610N JOIm (IYP.) PE SEE CURB S'B' EXPANSION JOINT (MP.) -SEE NOTE d auwwak, or Be stow In the Contract Plane - SE:6T0.RAN Fa0.10 WIOING I -BEE NOTEd -SEE mAMOMDPLAN F.t0.,0 IFNDING- � 2 Rhone "GRADE BREAM is Called OK the eNn bnglh of the Graf beak between the two adjacent surface planes shall he flush. Is sIGEWAY( ar _ "?S - TR. 3. place PoftP• cur bottes. ore Saw part ,crab nimp Or lending. CUPB NIC GUTIEA \.( ..�E SIDEWALK $P� IJ- S CURB s Gi 4. Sea CaforCl Pheas rb an crab design epecfled. Sea b DOW N Plan SEE T Ft0.t2 for Curb, Curb and GulOer, and Pedasfrlen Curb Oetele. -'-P lath (m.l -I- - - CURB PAMP CURB RAMP DEiECiMLE WMNNq SURFACE CURB RAMP ` DETECTABLE WARNING SURFACE SEE CONTMCT PLANS_ \ -SEE mANDARDRAN FJ0.10 5. Sea SWhdWd Plan F70.10 or COnend Cmmob SkkMak DOWN. FACE OF CURB -SEESTAMOARORANF-10.10 -d' -PMIN. Sea Contest Pheas fo wkhh and placement of Sidewalk. CROSSWALK DEPRESSED CURB a GUT1ER FACE OF CURB �05q GEPRESSEO CVRB6GmttER 8. the Bid them'Cmmeat Concrete Curb Ramp Type does not Include the adannt Curb, Curb and Order, Pedestrian Cub or Sidewalks. PLAN NEW CETECTANE WARMING SURFACE GRADE PLAN VIEW 7. the curb rffiN d to a of wvMng Slope shell not hl* the nclp IBctinh he aaep g adfiat he avoid dirt the foot bhoele gth when running slop TYPE PARALLEL A - SEE mAMDAM PLAN F+ato BREAK TYPE PARALLEL B to cheep gnatlffi. VMnen applynng One 75 teat max. length, Se nnning elope m CWNIER SLOPE of the Curb SEE CONIFACTPLWS 1 6.0%MAX ramp, shall be ffi Ml ffi fiffiable. -4 -mm GRADE 8. Cob ramp. nsS-1 S fleas alteY ncaiw broom finish. See 9hl+daN VPRIES BREAK SPa0B10a00IM 67A �1 ` �, zox, MAX _ roP oc RWPIUY - SLOPE n EmIEA grtECTIfIX CEMENT CONGRETE DEMESSED PEDESIRWI CURB U NG CURB80UTIER -SEE STAINIAM PIAM F10.1e .SECTION O -$EE XOTEead 1r -P YAC- SEECONIMCTPtAN6 15 -P MAK- 15 -P MAIL- 9£COIaRN.TRNB SEE NOTE] -I' -P MN SEE HOTEL BEE NOTE] -d -PYN es]H%NJL GR3DEBREAIL ... GI SEE BREAK aDEWALK GPAOEIEN BIREAN fls%YAX 8.3 %MAIL GRADE BRF.11( amwoK N€ IMMAK 2o%MAX. CURB RAMP uGGING CURB RAMP CURB RMN FIEDISSIM N CURD M EINANBION JOINT (TYPJ UmDING -BEE mAMDAIa RAN F+0.12 -SEE mA1M11D RAN Fl.10 3'B•EXPANSNNi Jam(TrPJ - SEE mAroAM PLAN r-1a10 SECTION O SECTION OC EEa3NT CONCRETE qa RAIN TVPE PAPMIFI. A• PAY TINT -- SEE NOTED MOMETRIC VIEW TYPE PARALLEL A PAY LAIR MO ET=VIEW TYPE PARALLEL B PAY LIMIT PARALLEL Ea cum RAMP STANDARD PLAN P-40.12-01 SIO£T 10F 131EET APPRM®FOR R1BIlGTNM! Pateo BakotYd/ M 06.0310 NOTES t. This pion M to he used where pedestrian o esi g in ae direction is not MATLN SIOENwII( BUFFER s pemNrN. SEE WcdRM T MANS 2 Curb IMnp lonllon MINI be placed writh Set vi of Bn associated WDTIII -d PEDESIRYM CURB CURB RAMP - OIDffiwalk, or ffi shown In the Contract PWM, SEE NOTE 6 SEE CONRIACr PLANS PEE NOM N CURB IMTLN SIDEVVNI( -SEE NmES PEDESTRIAN E NOT5 CURB 3. VMee'GRADE BREAM te fated dA Sle Bndb temgN of Se grade bmek 1C F%PANBpN JOINT SEE NOTE 5 W1OTM -d' P MN. SEE MOTE 5 he(ygan d1e tV,w a�aeDt yDllang plglMS Brag be fllNr. GYP.) - SEE mA1EAlb SEE CONTRACT PlAN3 �i / . 4. Do not Plan gulYgs, junction boxes. aeeass Covers or ORW appurtaF RAN FiA10 WNdNG ys- EXPANSON Kdri SEE arenln rodotNB Oar SIOE%NK B -PMIN. PR mANDAIIDRAN Fi0.10 LWDING neap or on any pat of Se Curb nap or W+dog. SEE NOIEe 5. Sea to Contract Douleante for the Curb des+pn speafled s PMIN Sea SWndard Pion F10.12 for Curb. Cob and GNter, and A - Pedestrlan Curb P R s PMIN PR 6. Sea Shltlard Plan FB-3e. 0 .10M Cerneat Concern SkW& -A DeWIS. SIDEVNIK �/ - Yi Sea contract plane for wNa antl Plaoanad of aidewak. z Y SEENOTEO O _ BUR13t STRIP -SEE J DETECT, W lot SURFACE BUFFER CEMC`KM%E WN KING SURFI4E T adIscr at Curb o (Cab and rer)C)Pedesbial CMb Of Si ISM, k, or Mew CONIRACr PLAN$ _ t SEE mAlaN1MP1AN F4a10 STRIP 1 SEE mAMDARDRAM W.10 pndffirial crobsrlgdffiVes(gn. CURB a OIfT1ER DDRB a GURER S. The curb ramp ma imu t rivalg elope shal not Boas, the lamp lerglh te SEE NOTE 5 SEE NOTE 5 B %feed 15 ea to avoid dtffirtg the Slope idekmWy When WaMtong P®ESIRNtI CROSMN3 CURB RAMP FECES TURN CROSSING CURB RAMP to sNBp Parkas. Main applying die 15 foot madnu t length, Se NMteg CLOBg1E SKIN CLOSURE SIGN FACEOF SEE ROME FACE OF CURB aIOPB Of the CYIr IB111P ShY he ffi IIBI Be eBWN. CURB PLAN VIEW PLAN VIEW 9. Curb neaps and latdnpn Meal eceM broom faisK TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B Sea Shndard SPKMcadmw S-14, M COME CEIECTAaf WAaNINO SURFACE CIX to -Pond% -BEE m,IMRO RAN FM.10 +a -PMAX s E GAME BIIFAK SEE NOTE a A SLOPE SEE NOTE a SPM OrOE 5.0% MAX. GRVDE NAOE � eaEA( BREa G PEOESRiYN CURB BREAK GRADE EAI( BP ANGLE SOE%NK BREAK SFF N�OTEB SEE NOIEe DaaDSW SEE NOTES _ zo %MAC TOP OF B.3%MlC Bs MO- VAR RO,P,JAY DEPRESSED CURB GAIN • uMdxG DNn a SED CURB RM1P + € {,!ICING CURB RAMP -SEE NOTE 6 LEGEND SECTION O SECTION O %L lNEPIE Cd 2 Worktp Dap Before You Dp =Me UWa, iaund Location Canter 0DXrlo0tWA) CEMENT CONCRETE CURB RAMP IVPE SINdE dRECTION P PAV uAR SEE NOTE ] IEOEETRIO VIEW TYPE SINGLE DIRECTION B PAY UWr SINGLE DIRECTION cum RAMP STANDARD PLAN F40.1"I SLEET, OF 1 SLEET APPROVED Fdt FUBI f 1011 Pasco BakoOch IN 060340 I ::0616] 1 l 7_� ITZT1 DETECTABLE WARNING SURFACE 11� CURB RAMP #9 x CURB RAMP #12 DETECTABLE WARNING SURFACE (TIP.) CURB RAMP #13 I 4" RAISED WALKWAY CURB RAMPS #12 AND #13 DETAIL ,-_✓ A= 69'$6'1 L= 28.25' - 4" RAISED WALKWAY A= 3717'51" R= 15.00' L= 10.29' n SCALE: 1" = 10' D® 5 10 RAMP #12 SPOT ELEVATION CHAR POINT ELEVATION A 388.59 B 388.50 C 388.30 D 388.43 E 388.08 F 388.00 n rI SCALE: 1- = 10' ' DO�� sl to ✓ {i FI N �7 _L`'! CURB RAMP #11 II P RAISED_ WALKWAY DETECTABLE WARNING PATTERN i RAMP #10 DETECTABLE WARNING PATTERN ® i PEDESTRIAN WALKWAY C' POINT ELEVATION VENT DETAIL ON SHEET 388.43 H 388.00 1 388.42 1 388.58 K CURB RAMPS #8, #9, #10 & #11 DETAIL Rm377523 Y rR01 i sonsi m. CiE / ,T 1 CONSO LTING ENGINEERS LLC /'. YFRIIGL W,W IBBO . $. 1 SEDM SLNhWAL ESM 1 DDRGMD' 11ffi101 nwwzolsw w0 ,av /ISaI a�F CITY 0 E 33,000M AV¢ "u05oum ! .• Sumo 208 I ®10 I I Im FOCOr01war.wA ssoa3 - 2 THIRD sBMIrAl. FsM lo/2D /1 ! RENT0N www.esmcivil.com^ w.� ^� 3 F6ML SI96RAL E3Y 11 1 cal Eneln..rl "e uos %11 . R..m,�a Oil °t� E'� DATUM P.en. w.,w I PmjM Yampst�n, I LnMfcuP. Arznn.ml. ',' 4 M71AR SD96RAL QM 12/01/1 al6cOn: A-` AT RIG 6ulE Planning /Building /Public Works Dept. ESM JOB #1799- 001 -013 ORAL /�//�/I NO. REVISION BY DATE APPR PPRO a 0"dH Y :$151iiiK1 SPOT ELEVATION CHAR POINT ELEVATION G 388.43 H 388.00 1 388.42 1 388.58 K 388.09 L 368.50 1.71TII SPOT ELEVATION CHAR POINT ELEVATION A 388.56 0 F/La B 388.69 O /La C 388.63 D 388.71 E 388.55 F 388.67 SPOT ELEVATION CHAR POINT ELEVATION G 388.57 O F /L' H 388.68 0 F /L' 1 389.18 1 389.06 K 388.56 L 388.69 SPOT ELEVATION CHAR POINT ELEVATION M 389.17 O F /L• N 388.64 O F /L' 0 389.26 P 389.19 0 388.67 R 389.15 RAMP #11 SPOT ELEVATION CHAR POINT I ELEVATION S 390.22 O F /La T 390.480 F /La U 390.30 V 390.41 W 389.70 X 390.01 CHECKED FOR COMPLIANCE TO CITY STANDARDS WHITMAN COURT CURB RAMP DETAILS PERMIT #U14003820 C t� � (?-- --S-?-) 7- 3 z cc U W O O Ua CZ L SAWCUT EXISTING PAVEMENT, CONSTRUCT NEW 24' DRIVEW MATCH EXISTING GRADE. SEE DETAIL ON SHEET DT -01 BEGIN NEW SOFT- SURFACE TRAIL, MATCH EXISTING BACK OF SIDEWALK. PROTECT EXISTING POWER POLE SEE DETAIL ON SHEET DT -02 Cd 2 Wor ft My* BOW& Yw CV � mW L«.uon Cw*w (D0rM,0RWA) A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA SE 128TH ST (KING COUNTY) NE 4TH ST (RENTON) (PRINCIPAL ARTERIAL) DETECTABLE WARNING -I SURFACE ll1 t R =5.0' 0/// R =5.0' 24' R =80.5' R= 104.5' CONNECT CONC. WALKWAY TO EXISTING SIDEWALK, MATCH EXISTING GRADE EXISTING POWER POLE TO REMAIN 10 +64.57, 26.62' RT. �^ N R =2.6' f ♦ - R= 18.0' ❑-q 1 _ R =2.8' R =30.0' IS �I f I 20' R =1.8' II 20' �I PROPOSED u I 1 I BUILDING 95 9.5' O Y I I g* R =5' R =1.8' 1 24' V) 40 R =3.0' I R =4.5' 23 20' 1 I I W I 1 I z R =5.0' 10' l 3U R =5.0' t t 1 ' LU 1 1 I Z W 2 1 I In R =3.0' I R =3.0' i I 2 W I rn R =18.0' 1 I N 10' °o I w I � I o 20 z 1 I > _'I0° RO_AD A o a1 SEE HEET RD -05 _, 19 �\. CL INT'X STA 12 = STA. (i INT'X STA 5 +00.00, ROAD A = STA. 50 +41.21. ROAD B ® CONSULTING ENGINEERS LLC .4.081h Avenue S.h I �a MSM /,9 Sulle 205 re erel Way, WA 99003 www.esmcivil.com FN PuNllc WoM Pmfect Y.' iwq.m.nl I<m.cop. I...clve { ,,011 y0 luiilL E /�i //(J ESM JOB #1799- 001 -013 COMMERCIAL SITE Irl REVISION ^1•�E7li!� Mm mm=�iio ^l•=iiiiiiiiiiiiiii mmmilIM A n SCALE: 1" = 20' 20 10 0 20 40 NOTES: 1. SEE SHEET HOR -01 - HOR -03 FOR HORIZONTAL CURVE DATA. 2. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE CONTRACTOR. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 4. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARDS G012 & GO13. FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO AS- BUILTS AND COMPLETION OF CONSTRUCTION. 5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. 8. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED /MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR OVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQURIED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CITY INSPECTOR. ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE ALSO KNOWN AS HOPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) CHECKED FOR COMPLIANCE TO CITY STANDARDS R=377524 W� x91,9 CITY OF /1S,y.. IlgdldrtlL NN 19&1/1991 �1� LL VV c,� RENTON I oxE ixcx lixcx I DATUM �•f - *luu- 3� Planning /Building /Public Works Dept. IF NJi qlE NCH SV1E IRVROIIpLY WHITMAN COURT 12/01/201 COMMERCIAL SITE PLAN PERMIT #U14003820 SP -01 CD ' OZ _-7-r7 7 s � w L � r Z I.L M U D w Oo a U Z 2 Cat 2 WwMV Days Before You Dt Utilities UWnt:o" Location Center 1VMrMD.0RWN A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA SAWCUT EXISTING PAVEMENT, CONSTRUCT NEW 24' DRIVEWAY MATCH EXISTING GRADE. SEE DETAIL ON SHEET Dr -01 SE 128TH ST (KING COUNTY) NE 4TH ST (RENTON) SAWCUT ALONG FLOWLINE � (PRINCIPAL ARTERIAL) I III I^ 366 \ —i4— 6.. L.J3 387.17 / SLOW POINT , 4 ',388.25 jq 388.3E '.\ \ 387.20 -1 LOW POIMI / t � 387.82) \ 11 ,lllll II III I I� 2.2% 31 1387 \ � \ .62 \., mil `mss. 3S7 92 387. LOW Poll PROPOSED BUILDING PAD =387.5 \ - 387.50 40 I NEI�isJO i'=mi 11 . .. an�Inn • I�BI��BI • I Ii 387.7�9 11l P_ ] 1 1 I I II 1 I I POINT 7J T 391. ROAD A SHEET RD 1 II 1 I I 1 V/ 8 t I III I I I I �I I� I I 1 I I III 1 I I I Z o I i vC I �1 Q U r I ~ I 2 LU j 0 �� T I SEE SHEET CH -01 FOR CURB RAMP TYPE (TYP.) II I I I n SCALE: 1" = 20' 20 10 O 20 40 CONTOUR INTERVAL = 1' NOTES: 1. SEE SHEET HOR -01 — HOR -03 FOR HORIZONTAL CURVE DATA. 2. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE CONTRACTOR. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 4. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARDS G012 & G013. FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO AS— BUILTS AND COMPLETION OF CONSTRUCTION. 5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. 8. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED /MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR OVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRAnON TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CITY INSPECTOR. ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE ALSO KNOWN AS HOPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) 7525 CHECKED FOR COMPLIANCE TO CITY STANDARDS R=37 ® CONS LTI G E C',e„EERS 4�'1�, J o FFSf SIIBIBITAL FS1A 07/11/1 fl(LLL O 1688 WHITMAN COURT t2 /ot/2ot A46 t SFA010 SUBfa1TAL F91 1 t��2o' x0ezorrtw xu tea3 /lest C� s «ps 1 *1014V 1 �. WI CITY OF RBp Ili WA 98003 ) �' 2 1H1W SUBIBRAL ES M- 10/20/1 1� RENTON I� TO f� PK£ www.esI il.com o 2 .m'.- I\ N IV COMMERCIAL SITE GRADING PLAN 3 F711L S19BTTAL LSY 11 1 ciw Bn m «nay ta.a s...,my tme a «m�q bttt g1� DATUM PuWe We,Me 1 Proieet Yamgement 1 1mJxuP.;!hK.rc •Q .G, sO. 4 IIYIME 919RfAL 6Y 1 1 az«m _ Planning /Building /Public Works Dept. PERMIT #L114003820 SP -02 .....` • Fi NLL I ZONAL / NO. REVISION BY DATE APPR APP80en. s"`"COflDNGY ESM JOB #1799- 001 -013 !zJ % ° 25 CD S- STORM DRAINAGE MANHOLE RIM 388.07 36" ADS E 379.46 IS 36" ADS 5 SIDE IF LADDER ON N E z - U w � - O � O / a Z Cd 2 Work ft Da1ys Before You CV Um" Uwwww w Loedon Cemer (DOTJND.CRWW �/ I I A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA STORM DRAINAGE MANHOLE RIM 388.12 36'* ADS W 380.00 IE 36" ADS N 380.12 IE 12' ADS NE 38225 IE 18" ADS E 379.70 IF LADDER ON SE - CATCH BASIN STANDARD GRATE RIM 386.95 12' ADS S 384.04 IE 76 LF, 12 "0 SD ® S =0.50% �= r= D CB 120, TYPE 1 N= 180986.54 - E= 1311875.01 ' TG= 387.17 •/\ IE= 384.71, 12 "0 N N N �® e \-0 CB #9, TYPE 1 N= 180939.84 _ E= 1311873.43 TG= 387.81 IE= 384.48, 12 "0 '--------------- \ � A311842O2 IIIr 37 LF, 12 "4 SD 0 S=0.50% CB #18, TYPE 1 1�N= 180870.00 E= 1311870.76 / TG= 387.62 IIE= 384.13, 12 "¢ 42 LF, 0 S =0 o� a of -N 0 LL N o 161) 12 "o SO 30% 20 ce #17 SEE SHEET RD -O6 �19 SE 128TH ST (KING COUNTY) NE 4TH ST (RENTON) (PRINCIPAL ARTERIAL) CB #21, TYPE 1 N= 180983.97 E= 1311950.56 TG= 387.31 IE= 385.09, 12 00 PROPOSED - BUILDING 40 ). #1, 180904.58 1311965.37 1= 387.54 IN= 384.28, 6 "0 W I N: 180852.71 E: 1311902.02 1 -8 "x8" TEE (MJxFL) 1 -8" GATE VALVE (FLxMJ) 1 -8" PLUG (MJ) W /2" BLOW OFF ASS'Y 1- CONCRETE BLOCKING 1" IRRIGATION METER -1 I(n VCVNl I0 * N 75 LF., 8 8 "0 D.I. W.M. CL INT'X SA-+ = STA ! OEI REM ROAD A 1.21. ROAD B COMMERCIAL SITE \ 0 VSDC0 #2 N= 180934.93 E= 1311965.65 TG= 387.65 IE= 384.16. 6 "1 7.50' #22, TYPE 160909.59 1311973.54 = 387.22 - 1 -F.H. SEE SH TR Ct LF. 12 "0 7.50' \ �m ROAD A SEE SHEET RC 7T' w CB #10 SEE SHEET F 6 - SANITARY SEWER MANHOLE RIM 389.12 15" PVC S 378.78 IE 15' PVC NE 378.64 IE LADDER W IF it I� I TI I 1111 III 1" WATER METER SERVICE. ARMOUR CAST 12x24x18 WITH 2" A.R.M. HOLE 'n I !I I I LLI ' i�h Z o b F it a WLU I CATCH BASIN STANDARD GRATE RIM 389.08 12" ADS E 384.01 IE 8" PVC W 384.04 IE CATCH BASIN SOLID LID RIM 389.04 12` ADS W 383.82 IE CATCH BASIN SOLID LID RIM 389.24 12" ADS W 382.33 IE 12" ADS E 382.52 IF 12" ADS S 382.61 IS LADDER ON N SIDE in n SCALE: 1" = 20' 20 10 0 20 40 CONTOUR INTERVAL =2' NOTES: 1. SEE SHEET HOR -01 - HOR -03 FOR HORIZONTAL CURVE DATA. 2. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE CONTRACTOR. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 4. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARDS G012 & GO13. FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO AS- BUILTS AND COMPLETION OF CONSTRUCTION. 5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. B. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED /MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQURIED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CITY INSPECTOR. ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE ALSO KNOWN AS HDPE PIPE OR HDPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) R- 311526 CHECKED ZMPUANCE TO CITY STANDARDS ® CONSULTING ENGINEERS LLG V ^w V re01 .1110e11/IL C�11 / TT T ••••••••••••• VFAIIfIL IU�018% ' l� ' Ncw..� "1mp", CITY OF WHITMAN COURT 339001/5 n. "n" "soem py ey ri;• 1 SE7C4►D SLE11111 L FSM 1 oFSC�m: 1 -20 ��i Fetlerel WeY. WA 98003 � 2 7MRD SUBIrT1'AL ESII 10/29/1 YY PY! -li www.esmcivil.com_ RENTON COMMERCIAL SITE UTILITY PLAN ovi�.eo (w) .., -a.. 3 FN1L SIBRGIL FSY 11 1 cmi Enginee.ley u.a sm..r�•o u.a ao..mo wttt °NE I"p1 DATUM P.nn. won. Pool«+ uonepa,nmt � Loea.00w ,knx..wn 4 IIYLAR SIBSRAL 611 1 1 1 w -m c.......� IF Planning /Building /Public works Dept. PERMIT #U14003820 ESM JOB #1799- 001 -013 ZONAL 1 (q NO. REVISION BY DATE APPIR SP -03 w Z U 0 w O0 a U CQ L 2� 7 53' LIMITED RESIDENTIAL ACCESS - PUBLIC USPS PROPERTY R/W 3- 0.5' SAW CUT LINE 2.02 - 2`07 tl EXISTING PAVING J EMOVE AND EXISTING FLOWLINE REPLACE EXISTING CURB, GUTTER & SIDEWALK WHITMAN COURT (STA. 10 +70.42 TO STA. 11 +89.36) SCALE: 1 " =6' THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., 45.5' VARIES R/W PRIVATE ROAD R/W USPS PAVEMENT 5' PROPERTY VARIES (26' MIN.) PLANTER 5' S/W VARIES CE i 0.5' 0.5' 3 1� 2.07 r 2.0% _ 2.0% - 2`0% EXISTING - "ve - -'- - - CURB 5' PROPOSED CEMENT I� CONCRETE VERTICAL EXISTING PAVING EXIST. 8 "0 W.M.P� COVER CURB AND GUTTER SAW CUT LINE IST. 12 "0 S.D. q WHITMAN COURT `-EXIST. 8 "0 S.S. (STA. 11 +89.36 TO 13 +76.32) SCALE: 1 " =6' USPS PROPERTY 26' R/w 25' R/W R/W RIGHT -OF -WAY R/W LIMITED RESIDENTIAL ACCESS 20' 24' PAVEMENT PAVEMENT i 10' 10' 5' i 0.5' DRIVELANE DRIVELANE S/W 0.5' i 12' 1 12' i 0.5' NOTE: DROP CURBS ' rO.5' AT DRIVEWAYS MAX. 2.0% I 2.0% 2.1 MAX• 2.0% 2.09 2. .1 PROPOSED CEMENT 3 MIN ' 7.5' MIN. 6" CRUSHED SURFACING 87. W M BASE COURSE 3" COMPACTED DEPTH ATB 2" COMPACTED DEPTH HMA 12 "0 S.D. ROAD A (PRIVATE) SCALE: 1 " =6' 26' PAVEMENT 1 5' 13' PLANTER 1 5' S/W 1 4 10' 1 10' 6' 0.5' DRIVELANE DRIVE LANE PARKING 0.5' 2A %_ 2.0% - 2.09 2`_0% 2:1 MI - EXISTING - - - - CURB PROPOSED CEMENT EXISTING PAVING 7• 3' MIN. CONCRETE VERTICAL EXIST. 8 "0 W.M. COVER CURB AND GUTTER SAW CUT LINE XIST. ,EXIST. 8 "0 S.S. 12 "0 S.D. O/ WHITMAN COURT (PRIVATE) STA. 13 +76.32 TO STA. 14 +30.99 SCALE: 1 " =6' / 20 / R W RIGHT -OF -WAY R W 20' PAVEMENT i 10 10 i 0.5' DRIVELANE DRIVELANE , p,5' PROPOSED CEMENT Ij� ROCK WALL CONCRETE VERTICAL CONCRETE VERTICAL 6" CRUSHED SURFACING CURB AND GUTTER COVE BASE COURSE 3' MIN. PROPOSED CEMENT 3" COMPACTED DEPTH ATB COVER CONCRETE VERTICAL 8 "0 W.A. 7.5' MIN. 2" COMPACTED DEPTH HMA CURB AND GUTTER 12 "0 S.D. 8 "0 S.S. 5' MIN. ROAD B W/ SIDEWALK (PRIVATE) SCALE: 1" =6' R/W 20 R/W RIGHT -OF -WAY 20' PAVEMENT 5 i 10 10 1 I/W , a DRIVELANE DRIVELANE a , NOTE: DROP CURBS AT DRIVEWAYS FOR LOTS 33 -39. 6" CRUSHED SURFACING BASE COURSE 3" COMPACTED DEPTH ATB 2" COMPACTED DEPTH HMA 3' MIN. COVER no W.A. 10' MIN,�8 "0 S.S. ROAD C & D (PRIVATE) STA. 32 +14± TO STA. 33 +14± SCALE: 1 " =6' 20' / R/W RIGHT -OF -WAY R W 20' PAVEMENT i 10, 10, 1 , a DRIVELANE DRIVELANE a 1 PROPOSED CEMENT 2.07 2.0% CONCRETE VERTICAL CURB AND GUTTER 1' CONC. RIBBON PROPOSED CEMENT ON LOTS 21 -26 CONCRETE VERTICAL 3' MIN. 6" CRUSHED SURFACING CURB AND GUTTER COVER BASE COURSE 8 "0 W.A. 3" COMPACTED DEPTH ATE) 2" COMPACTED DEPTH HMA 10' MIN, ----- 51*"`8.0 S.S. ROAD C (PRIVATE) STA. 30 +52± TO STA. 31+96± SCALE: 1 " =6' 2" COMPACTED DEPTH HMA 14' TRACT 3" COMPACTED i PAVEMENT t DEPTH ATB 0.5' t I 6.0' 1 6.0' I 5' NOTE: DROP CURBS �y r4!0. ~ AT DRIVEWAYS FOR 2.029 LOTS 15 -20. 3' MIN. COVER "0 W.A. OPOSED CEMENT 6" CRUSHED SURFACING 5' CONCRETE VERTICAL BASE COURSE MIN. CURB AND GUTTER 5' MIN. 12 "0 S.D. 8 "0 S.S. TRACT B (PRIVATE) SCALE: 1"=6' CURB AND GUTTER 2.09 2.0% 6" CRUSHED SURFACING 3' MIN. BASE COURSE COVER 3" COMPACTED DEPTH ATB 12 "0 S.D. 7.5' MIN 2" COMPACTED DEPTH HMA "� 1N A � 5' MIN 8.0 S.S.J fQ ROAD C (PRIVATE) STA. 30 +29± TO 30 +52± AND STA. 31+96± TO 32 +14 ±) ROAD D (STA. 16 +08± TO 16 +75± SCALE: 1 " =6' R W / 20 R/W RIGHT -OF -WAY 20' PAVEMENT r. 0 5' 2 0' V CONC. RIBBON ON LOTS 32 -27 01I104AI ( r -It d'r i j, /•/ ,t' / %'� aura- .CIL =. E IOIE 3! P=0=5TilAIJ ^.JFP inF.i .� �� '` PL blTA I -A j % s0-(nr.l cc T - '\ _LL2ElE '/" IFPHt ii I� Ir -xa r � / � • /'�/ .L,v:a w :III bu SE= Si-=ET ' -n 'Aidt- a - nadx'5 rat: r nxt..:.: a ten death e , sl<- bit, see Standa'd Pkr f -v) •Hatt, 3j8' ue: -.,mr,a JIt d -ra "ay ma. 2. 0.r abucl e +'ym xivl kur.. µvela nil arc - letl'ne a reVJ:eU ct 'lu' m aVt_'I, n en U -'wA,� d0.bx e;ex. -c'. see Sid. `W --Z u auveh dalui e. G Curb and V,UIr s-�An. sse as Ccak.1. Yana '°r 1-e v ✓L <ees'I a. eci -ie.. Sea c0.. rl:, F t k- vur., Je.eax <r n,a atvcta -es, ya<Ikn b°>:es cbstrtcfcns 'n front u- ;rbrea<� a-:r. ,.ros. ex<, ar: -<..av <.<r <rn<: < «tsar <tm 'I < <a�T<- < c !e dr verrty enParr ahuli be Ibi<k.e "ad ' -< ' 5 6'cl:e' <'0tl - <hss. 119s 'n crate <ppwA Eyes l 4, CEIIENT CONCRETE DRIVETA-i ENTRANCE '1'YI.1:8 1, 8, 9, S 4 oath < lhrc L mw, ust m U be col, m:d �:haaJ. CP fi tote- v.,a< -vud u:h o�n ar...: <r eery « -. ADOPTED crrr an rmoF SI'.R. 14Wi . LATE: Mi. ^04TE�• > • •. %`'IF �•{:r x Fria ;.293. NSIAE: IOU- 51' I'AGL 1,1U- 10' 10' PROPOSED 1.4' -4.3' i �� DRIVELANE DRIVELANE i UTLRABLOCK GRAVITY 6" CRUSHED SURFACING J 3' MIN. BASE COURSE COVER 3" COMPACTED DEPTH ATB "'A W.A. 2" COMPACTED DEPTH HMA 8 "0 S.S. 10' MIN. ROAD D (PRIVATE) STA. 16 +75± TO ROAD C STA. 33 +14± SCALE: 1 " =6' 16' TRACT 12' t 3' PAVEMENT 6.0' I I 1 1' CONC. RIBBON 1 2.09 I 2 i--r' 0.5' PROPOSED CEMENT It CONCRETE VERTICAL II CURB AND GUTTER 6" CRUSHED SURFACING -j BASE COURSE 3' MIN. 3" COMPACTED DEPTH ATB COVER 2" COMPACTED DEPTH HMA _li[ S "0 WA. 8.5' MIN. 2 "0 S.D. TRACT D (PRIVATE) SCALE: 1 " =6' /rTROWELLED. / JOINTS d BLOCK WALL PROPOSED CEMENT CONCRETE VERTICAL CURB AND GUTTER 6" CRUSHED SURFACING J 3' MIN. BASE COURSE COVER 3" COMPACTED DEPTH ATB "'A W.A. 2" COMPACTED DEPTH HMA 8 "0 S.S. 10' MIN. ROAD D (PRIVATE) STA. 16 +75± TO ROAD C STA. 33 +14± SCALE: 1 " =6' 16' TRACT 12' t 3' PAVEMENT 6.0' I I 1 1' CONC. RIBBON 1 2.09 I 2 i--r' 0.5' PROPOSED CEMENT It CONCRETE VERTICAL II CURB AND GUTTER 6" CRUSHED SURFACING -j BASE COURSE 3' MIN. 3" COMPACTED DEPTH ATB COVER 2" COMPACTED DEPTH HMA _li[ S "0 WA. 8.5' MIN. 2 "0 S.D. TRACT D (PRIVATE) SCALE: 1 " =6' /rTROWELLED. / JOINTS d ° e d 2' -2.5' a •e "d . a SCORING . <. . ° d d eo de' q a < zi e e. d 2' -2.5' .o .,SCORING d.. e < d e' e e ° d'a. < PEDESTRIAN WALKWAY PAVEMENT DETAIL SCALE: 1 " =2' R- 311521 4" BROOM FINISHED CONCRETE PAVEMENT SECTION OVER 6" CRUSHED (EXCEPT IN AREAS OF VEHICULAR TRAFFIC WHERE IT SHOULD BE 6") TO BE VERIFIED BY GEOTECHNICAL ENGINEER CHECKED FOR COMPLIANCE TO CITY STANDARDS 0 FRSr SUBMITTAL ESM 07/11/14 TLI �`eE1'EP seaE a>E ® CONSULTING C A��"�tt�y., CnQO Nw,98� „91 WHITMAN COURT 12/01/201 state 2M ®� ®� G'�t :� °f. • , 7HRD S sLSwr. FSM , NR'S �� CITY 0 F /�/�p fBGkm: ,.- _- ,.,._.,.�..x,..��.�.x Farbral Way. WA98003 tea• 2 TNT •SLBI/riAL ER. M 1•/29/1 L� cm2WarkkpDaPBeforeYmDV www.eamcivil.com P..)�.J na+ '� RENTON ROAD CROSS SECTIONS & DETAILS P a,aa.aw I>m, an-.". 3 FWL SIBBLTIL FSY 11/20/1 p�,� xu Call uallreenrro t"m w".y�"a tam Fkaakly eo,tt L vaE vrcx DATUM 811 P Elk Wo I RoM Ww mml I am wp rtN MUn 4 MiLNL sLlarrra r�M 1 1 OEIXP NI LyF DT-01 Duo.. e,S�° F a� Planning/Building/Public brE woFks Dept. PERMIT #014003820 1 1 y , D ESM JOB #1799- 001 -013 1pMAL /1' N0. REVISION BY DATE APPR ""E AC0R0NGY EJacr: 27 a z U W O0 Ua Z cQ L 22 LANDING GRADE BREAK SEE CONTRACT PLANS - 4' -PMIN. CEMENT K- SEE NE SIDEWALK EE NOTE 6 FLARE (LYP.) 3180 EXPANSION JOINT (TYR) - SEE STANDARD PLAN F410.10 GRADE BREAK CURB, OR CURB AND GUTTER J/ FACE OF CURB MEASURED PARALLEL TO CURB ".) i i f CROSSWALK A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA CURB RAMP WIDTH 4' - P MIN. LANDING TO MATCH CURB RAMP W1DTH SEE CONTRACT PLANS LANDING GRADE BREAK CURB RAMP CEMENT CONCRETE SEE CONTRACT PLANS SIDEWALK- SEE NOTE 5 r- 4'- O'MIN. SEE CONTRACT PLANS 4'- P MIN. 3/S• EXPANSION JOINT (TYP.) - SEE STANDARD PLAN Fa0.10 (TYP) CURB RAMP GRADE BREAK IF DETECTABLE WARNING SURFACE SEE STANDARD PLAN F416.10 .- PLAN VIEW TYPE PERPENDICULAR A SEE STANDARD PLAN F4IL10 FOR SLOPE TREATMENT CEMENT CONCRETE CURB RAMP 'TYPE PERPENDICULAR A• PAY LIMB' 2.0% MAX. FJ:I•II:.H ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT CURB, OR CURB J AND GUTTER FACE OF CURB DETECTABLE WARNING SURFACE SEE STANDARD PLAN FJS.10 15'- PMAX.- SEE NOTE 7 - GRADE BREAK 8.3% MAX, CURB RAMP SECTION ( TYPICAL ULTRABLOCK GRAVITY WALL PRELIM ONLY - NOT FOR CONSTRUCTION DEPRESSED CURB S GUTTER - SEE NOTE 4 CEMENT CONCRETE CUR PERPENDICULAR B• PAY LIMIT ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT TYP 20' GRAVITY WALL SECTION 18" DRAIN ROCK � 12" DRAIN ROCK IY"Y1 .. 6" RIDGID 4" RIDGID PERF PIPE PERF PIPE Call 2 WwidV Days Before You M U WAM LhdwWOUW L.oeaMon Canter UD,MIr,MD,ORWA a� .a PERPENDICULAR CURB RAMP STANDARD PLAN F-00.15 -01 SHEET 1 OF 1 SHEET APPROVED FOR PI18LM,ATION Pasco BakoMch ill 0603 -10 mArz ®u1mm1 urz �rA.N.yq. Da. owr+an..wAaell GENERALNOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON CODE, KING COUNTY ROAD STANDARDS (KCRS), KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM) AND THE CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CARL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LABILITY TO THE CITY OF RENTON. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN RENEWED ACCORDING TO THE CITY OF RENTON. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY PUN RENEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (EG., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PREGONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON. THE APPLICANT", AND THE APPLICANTS COR59WCTON REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE (SECTION 12.86); NORMALLY, THIS IS 7A.M. TO 10 P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. IT SHALL BE THE APPLICANT'S /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF SITE WORK WITHIN THE ROAD RIGHT -OF -WAY. B. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PUNS THAT MEETS ALL REQUIREMENTS OF THE CITY OF RENTON IS SUBMIRED TO CITY INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE VAN) 1988 UNLESS OTHERWISE APPROVED BY CITY OF RENTON. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT -OF -WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION 815.02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. 12. ALL ROADWAY SUBGRADE SHALL BE BAGKFILLED AND COMPACTED TO 95 PERCENT DENSITY ( WSDOT 2- 06.5). 13. OPEN CUTTING OF D(ISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FU(X;ERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RK;NT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1- 07.23, TRAFFIC CONTROL' OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. 15. DECORATIVE CONCRETE WALKWAYS WILL BE BROOM FINISHED WITH TROWELLED JOINTS (24' SQUARE PATTERN) AS SHOWN ON THE PUN NEWS. 1 / "'Fr FI'll'll.I .1111'1 I IL'R h _0114 IS `S.IC6 III, 5 IC II 011;11. T.'I r. A a'!l r'Alp li-0 -Il '. AIWIS .; v%F n- SWE&An 1/: "Xd CKrAISV, 4A211PL : 1115 EC4. Ctt.0 °IPO :HC f U -Ci L II-7 c[CPE _`m �b:. - -R /.I curs: P-rJFH i ri °T. scrE� / ,1 j' I T '<47Jf1 pc r-R 'I ANC T`VC ^'C CENT CO\C, lAH'A., STHM1_N] C 1.1 EAR.. ..J1H 4`l0 CTICI h -A S CT ^1J 11- SEE SiEEI 2 ^' -A a, pl J'rvF° ]E.E?'MEH' ROXC✓PPS IL IUI L. If W iY_'4US RIYL J.,]fl IC M IILLINW.IY O �Aa i (a / -1 wi, ux 1 /1'Tll 77 N1.W, �.m~o. <>•.'..= ,w .,•I. o - :�. �lo.�rov. 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BASE INFORMATION PROVIDED BY ESM _ ML \: ��► LITTLE GEM BULL BAY MAGNOLIA V zi 3 _ _ PIGEA OMORIKA SERBIAN SPRUCE a PE POPULUS TREMULA 'EREGTA' 5HEDISH COLUMNAR ASPEN e _ PM PRUNU5 5ERRULATA 'MOUNT FUJI' MOUNT FUJI CHERRY PY PRUNU5 YEDOEN515 YOSHINO CHERRY a e INJIMLO QUERGU5 RUBRA RED OAK •U 5M 5TEHARTIA MONADELPHA TALL 5TEHARTIA -2 Scale AS NOTED r 5J 5TYRAX JAPONIGU5 JAPANESE 5NOW3ELL Vii HYDR05EEDED WITH RED FESCUE AND TP THUJA PLIGATA HE5TERN RED GEDAR ul Q Sheet # L20F 10 1 TE THUJA PLICATA'EXGELSA' EXCEL5A CEDAR TM TSUGA GANADEN515 CANADIAN HEMLOCK y D'OC_ l •� a SHRUBS ► O s KEY SCIENTIFIC NAME COMMON NAME B BERBERIS THUN13ER611 'ROYAL BURGUNDY' ROYAL BUR60VY DWARF BARBERRY 05 CAMELLIA SASANQUA COLUMNAR CAMELLIA = Al GORNU5 ALGA 'IVORY GLOW' IVORY HALO DOGWOOD .-. D DAPHNE X TRANS. 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FROST' PACIFIC FROST HELLEBORE G HEUGHERA 'BLACKBERRY JAM' BLACKBERRY JAM CORAL BELLS q HOSTA 'FRANGEE, PATRIOT OR SAGAE' FRANGEE, PATRIOT OR 5A&AE H05TA I IBERIS SEMPE'RVIRENS '5NOHFLAKE' 5NONFLAKE CANDY TUFT I I PAEONIA 'MAGENTA GEM' MAGENTA 6EM PEONY Zr R RUDBEGKIA HIRTA GLORIO5A DAISY y TG TELLIMA GRANDIFLORA FRIN6EGUP Z Q GROUNDCOVER O KEY SCIENTIFIC NAME COMMON NAME lu ARGHTOSTAPHYLO5 U. `MASSAGHU5ETT5' MASSACHUSETTS KINNIGKINNIK BERBERIS THUNBERGI I 'CONCORDE' PURPLE LEAF JAPANESE BARBERRY Z ® DAPHNE X TRANS. 'ETERNAL FRAGRANGE' ETERNAL FRAGRANCE DAPHNE X `, y PENN15ETUM ALOPEGUROIDES 'PIGLET' PIGLET FOUNTAIN CRASS ' FE5TUCA RUBRA VAR. 5TOLONIFERA RED FESCUE ,���� • a V �It 0. Q , ,I - , �I '� . • IA i ;�j 14! ?i r t I�. �OQOO�,��OGIbQ.OcA.000QO00000fi 1 A �g D TREES KEY SCIENTIFIC NAME COMMON NAME 'BLOODGOOD' AS AGER PALMATUM BLOODGOOD JAPANESE MAPLE ro AR AGER RUBRUM RED MAPLE O a GO GHAMAECYPARIS OBTU5A 'GRAGILIS' DWARF HINOKI CYPRESS c i c, GK GORNU5 KOU5A KOREAN DOGWOOD I. BASE INFORMATION PROVIDED BY ESM •° ML S LITTLE GEM BULL BAY MAGNOLIA V zi 3 PLANT LIST (SEE SHEET L3 FOR COMPLETE SCHEDULE) �g D TREES KEY SCIENTIFIC NAME COMMON NAME 'BLOODGOOD' AS AGER PALMATUM BLOODGOOD JAPANESE MAPLE ro AR AGER RUBRUM RED MAPLE O a GO GHAMAECYPARIS OBTU5A 'GRAGILIS' DWARF HINOKI CYPRESS c i c, GK GORNU5 KOU5A KOREAN DOGWOOD I. 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'ETERNAL FRAGRANGE' ETERNAL FRAGRANCE DAPHNE Q o F FESTUGA 'ELIJA BLUE' ELI-LA BLUE FE5UGE E HERE BUXIFOLIA BOXLEAF HEBE HN HYDRANGEA MAGROPHYLLA 'NIKKO BLUE' NIKKO BLUE HYDRANGEA + ILEX GRENATA SKY PENCIL' SKY PENCIL JAPANESE HOLLY L MG LAVENDULA 5TOEGHAS 'SPANISH ANOUK' MAHONIA AQUIFOLIUM 'GOMPAGTA' SILVER ANON SPANISH LAVENDER COMPACT OREGON C'ARAPE gU� PH PANICIM 'HEAVY METAL' HEAVY METAL 5NITCHGRA55 Y RHODODENDRON YAKU5HIMANUM YAKU RHODODENDRON U RHODODENDRON UNIQU E' UNIQUE RHODODENDRON RF ROSA 'FLOWER CARPET' FLOWER CARPET ROSE g`ue °Fay \ RO R05MARINU5 OFFIGINAL15 ROSEMARY cwve nacx'rcr 5 SARGOGOCCA RU5GIFOLIA SHEET BOX A SPIRAEA JAPONICA 'LITTLE PRINCESS' LITTLE PRINCESS SPIREA ustwe q.n�c T THUJA OGGIDENTAL15 'EMERALD GREEN' EMERALD GREEN ARBORVITAE o��arar V VAGGINIUM OVATUM EVERGREEN HUCKLEBERRY PERENNIALS _ KEY SCIENTIFIC NAME COMMON NAME ,1J N�/� A A5TILBE AREND511 HYBRIDS A5TILBE 4 BERGENIA CORDIFOLIA 'NINTERGLUT' HEARTLEAF BERGENIA V1 5 EGHINAGEA 'HHITE SHAN' HHITE SHAN GONEFLOHER 7 HELLE5ORU5 ARGUTIFOLIU5 'PAG. 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Q Z ■\ SITE FEATURES Z Z e LON MASONRY HALLS - SEE DETAIL ON DRAWING L5 J SITE LIGHTING MOUNTED ON LIGHT STANDARDS - SEE DETAIL ON DRAWING L5 O 3 \ DECORATIVE LIGHT FIXTURE - SEE SPECIFICATIONS ON DRAWING L5 :z Z 0- 3 Recommended for Approved 7 21 1 1 1 Dees SEE SHEET �� II N GRAPHIC SCALE j (IN FEET) 0 5 10 15 20 30 Rm377530 SCALE: 1:10 S i 9V .j d:e s. �a �g D 6ENERAL NOTES N m C O I. BASE INFORMATION PROVIDED BY ESM •° GON5ULTIN6 ENGINEERS, LLC, 33400 8TH Of AVE. 5., SUITE 205, FEDERAL HAY, WA q&003,(253) b3B -6113. a - 14-2 &-L4 -Z &-14 Date tQ,y 2. FOR GRADING IN WETLAND BUFFER, SEE FINAL CON5TRVCTION CRAVING PLANS BY -2 Scale AS NOTED E5M. Project/ 4540 3. PHASE 2 GRADED AREAS SHALL BE HYDR05EEDED WITH RED FESCUE AND SURFACE MULCHED WITH I' STRAH UPON COMPLETION OF GRADING. Sheet # L20F 10 1 S i 9V .j d:e s. �a HN HN HN HN HN ; 1 1 1 1 01 O qw IEM INN ,����' - `� � Off' a ® ©® � I ���■ Oh�0001� Iii �O OOSI i �. i r ai YpJ - r- „ . d3� -------------------------------------------- F \ - - - -Y J - -J - HN HN HN HN \\, - - - - - - - - - - - _ - - \\ - \ -- ---- ---- - -- � TRACT 0 / I TRACT A \ \ \ \',, \ i - _ 1 I 1 \\ --------------- I 1 — PLANT SGHEnULE TREES KEY SCIENTIFIC NAME COMMON NAME SPACING QTY. SIZE (MIN) NOTES RILL AB AGER PALMATUM 'BLOODGOOD' BLOODGOOD JAPANESE MAPLE 15, O.G. 3 1.5" GAL. MULTI -STEM (3 MIN) e AR AGER RUBRUM RED MAPLE 20' O.G. 13 2" GAL. SINGLE TRUNK SCIENTIFIC NAME GG GHAMAEGYPARIS OBTUSA 'GRAGILIS' DWARF HINOKI CYPRESS 4' O.G. 12 5' HT. FULL d BUSHY C GK C9RNUS KOUSA KOREAN DOGWOOD 1010.0. I 15" GAL. MULTI -TRUNK 0 MIN) I ML MAGNOLIA GRANDIFLORA 'LITTLE GEM' LITTLE GEM BULL BAY MAGNOLIA 6' O.G. 16 5' HT. FULL 6 BU5HY w PO PIGEA OMORIKA SERBIAN SPRUCE 6' O.G. 20 6' HT. FULL d BUSHY COLUMNAR CAMELLIA PE POPULU5 TREMULA 'EREGTA' SHEDI5H COLUMNAR ASPEN 5' O.G. 47 15" GAL. SINGLE TRUNK, CLEAR TO 6' HT. b GORNUS ALBA 'IVORY GLOW' IVORY HALO DOGWOOD 3' O.G. 12 5 GAL. FULL d BUSHY PM PRUNU5 5ERRULATA 7,10UNT FUJI' MOUNT FUJI CHERRY I2' O.G. 2 1.5" GAL. MULTI -STEM (3 MIN) 62 PY PRUNUS YEDOEN5I5 YOSHINO CHERRY 12' O.G. 3 1.5" GAL. MULTI -STEM (3 MIN) FESTUCA ' ELIJA BLUE' QR QUERGUS RUBRA RED OAK 15' O.G. q 2" GAL. SINGLE TRUNK Q z 5M STEWARTIA MONADELPFA TALL STEHARTIA IS' O.G. IO 15" GAL. SINGLE TRUNK, CLEAR TO 6' HT. 2 GAL. SJ STYRAX JAPONICU5 JAPANESE SNOHBELL 12' O.G. 6 1.5" GAL. SINGLE TRUNK, WELL BRANCHED 4' O.G. TIP THUJA PLIGATA WESTERN RED CEDAR 10' O.G. 6 a' HT. FULL 6 BUSHY b TE THUJA PLIGATA 'EXGELSA' EXGEL5A CEDAR 6' O.G. 25 6 HT. FULL d BUSHY N GRAPHIC, SCALE (IN FEET) O 5 10 15 20 30 50ALE: 1: 10 Recommended for ApproVd B�De1e 12-19-14- R- 311531 GENERAL NOTES I. BASE INFORMATION PROVIDED BY E514 CONSULTING ENGINEERS, LLC, 33400 HTH AVE. 5, SUITE 205, FEDERAL WAY, WA 88003, (253) H38 -6113. 2. FOR GRADING IN WETLAND BUFFER, SEE FINAL CONSTRUCTION GRADING PLANS BY ESM. 3. PHASE 2 GRADED AREAS SHALL BE HYDR05EEDED WITH RED FESCUE AND SURFACE MULCHED WITH I' STRAH UPON COMPLETION OF GRADING. C D` R---2;,7-7T-3) TM TSUGA 6ANA0EN515 CANADIAN HEMLOGK 10' O.G. 6 8' HT. RILL S BUSHY .° SHRUBS / ORNAMENTAL GRA55 U W IL E KEY SCIENTIFIC NAME COMMON NAME SPACING QTY. SIZE (MIN) NOTES MAIL BO C B BERBERIS THUNBERGII 'ROYAL BURGUNDY' ROYAL BURGUNDY DWARF BARBERRY 2' O.G. 72 2 GAL. FULL b BUSHY w Q o b = 65 CAMELLIA 5A5ANQUA COLUMNAR CAMELLIA 4' O.G. 36 5 GAL. FULL 6 BUSHY W Al GORNUS ALBA 'IVORY GLOW' IVORY HALO DOGWOOD 3' O.G. 12 5 GAL. FULL d BUSHY _ _P T N tD— D DAPHNE X TRANS. 'ETERNAL FRAGRANCE' ETERNAL FRAGRANCE DAPHNE 2' O.G. 62 2 GAL. FULL d BUSHY V °o ^ F FESTUCA ' ELIJA BLUE' ELIJA BLUE FESUUE 2' O.G. II 2 GAL. FULL E BUSHY Q z E HEBE BUXIFOLIA BOXLEAF HEBE 2' O.G. 68 2 GAL. FULL E BUSHY HN HYDRANGEA MAGROFWLLA NIKKO BLUE' NIKKO BLUE HYDRANGEA 4' O.G. 87 5 GAL. FULL E BUSHY - + ILEX GRENATA SKY PENCIL' SKY PENCIL JAPANESE HOLLY 110.0. 101 2 GAL. FULL E BUSHY b L LAVENDULA STOEGHAS SPANISH ANOUK' SILVER ANOUK SPANISH LAVENDER 2' O.G. q3 2 GAL. FULL d BUSHY MG MAHONIA AQUIFOLIUM 'COMPAGTA' COMPACT OREGON GRAPE 25 O.G. 7q 2 GAL. FULL d BUSHY 51 CZEfE PANIGUM 'HEAVY METAL' HEAVY METAL SWITCHGRASS 25 O.G. 38 2 GAL. FULL a BUSHY p (15"m i RHODODENDRON YAKUSHIMANUM YAKU RHODODENDRON 3' O.G. 45 5 GAL. FULL d BUSHY 1 \fvw- RHODODENDRON UNIQUE' UNIQUE RHODODENDRON 4' O.G. 56 5 GAL. FULL E BU5HY / T; 57- �� ROSA 'FLOWER CARPET' FLOWER CARPET R05E 310.0. 33 2 GAL. FULL d BU54Y b _ R05MARINUS OFFIGINALIS R05EMARY 3' O.G. 24 2 GAL. FULL d BUSHY 5 5ARGOGOGGA RUSGIFOLIA SWEET BOX 2' O.G. 44 2 GAL. FULL d BUSHY _- A SPIRAEA JAPONIGA 'LITTLE PRINGE55' LITTLE PRINGE55 SPIREA 2' O.G. 31 2 GAL. FULL d BUSHY T THUJA OGGIDENTALIS 'EMERALD GREEN' EMERALD GREEN ARBORVITAE 2' O.G. q& 5' HT. FULL t BUSHY V VACGINIUM OVATUM EVERGREEN HUCKLEBERRY 2' O.G. 162 2 GAL. FULL d BUSHY PERENNIALS KEY SCIENTIFIC NAME COMMON NAME SPACING QTY. 51ZE (MIN) NOTES A ASTILBE AREND511 HYBRIDS A5TILBE 1510.0. 56 1 GAL. FULL E BUSHY PHA 1 4 BERGENIA GORDIFOLIA 'WINTERGLUT' HEARTLEAF BERGENIA 1510.0. 116 1 GAL. FULL d BUSHY ECHINAGEA ' N 7 HELLEBORUS ARGUTIFOLIUS 'PAC. FROST' PA FIG FROST HELLEBORE 2' O.G. H 1 GAL. FULL d BUSHY G HBICHERA 'BLACKBERRY JAM' BLACKBERRY JAM CORAL BELLS 1.51 O.G. 14 1 GAL. FULL E BU5HY b q H05TA 'FRANGEE, PATRIOT OR SAGAE' FRANGEE, PATRIOT OR SAGAE HOSTA 2' O.G. T7 I GAL. FULL d BUSHY al "' I 15ERIS 5EMPERVIREN5 '9 /WFLAKE' 5NOWFLAKE CANDY TUFT 1' O.G. 30 1 GAL. FULL d BU54Y a N •°o "' 11 PAEONIA 'MAGENTA GEM' MAGENTA GEM PEONY 2' O.G. 45 1 GAL. FULL E BU5HY Z R RUDBEGKIA HIRTA GLORIO5A DAISY 2' O.G. 45 1 GAL. FULL d BU5HY PH 2 TO TELUMA GRANDIFLORA FRINGECUP 1510.0. 15 1 GAL. FULL d BU5HY )RO ED 510b GONTF OL GROUNDC,OVER KEY SCIENTIFIC NAME COMMON NAME SPACING QTY. SIZE (MIN) NOTES ARGHTO5TAPHYL05 U. mAs6AGHUoE- T5, MASSACHUSETTS KINNIGKINNIK 210.0. 210 4" POT RILL d BUSHY BERBM15 THUNBERGII 'CONCORDE' PURPLE LEAF JAPANE5E BARBERRY 2' O.G. 256 1 GAL. FULL d BUSHY ® DAPHNE X TRANS. 'ETERNAL FRAGRANCE' ETERNAL FRAGRANCE DAPHNE 210.0. 287 1 GAL. FULL d BUSHY PENNISETUM ALOPEGUROIDE5 'PIGLET' PIGLET FOUNTAIN C-RA55 2.5' O.G. 301 2 GAL. FULL 6 BUSHY b FESTUGA RUBRA VAR. 5TOLONIFERA RED FESCUE 5>A000 SF MULCH SITE FEATURES LOW MASONRY WALLS - SEE DETAIL ON DRAWING L5 SITE LIGHTING MOUNTED ON LIGHT STANDARDS - SEE DETAIL ON DRAWING L5 b DECORATIVE LIGHT FIXTURE - SEE SPECIFICATIONS ON DRAWING L5 31 N GRAPHIC, SCALE (IN FEET) O 5 10 15 20 30 50ALE: 1: 10 Recommended for ApproVd B�De1e 12-19-14- R- 311531 GENERAL NOTES I. BASE INFORMATION PROVIDED BY E514 CONSULTING ENGINEERS, LLC, 33400 HTH AVE. 5, SUITE 205, FEDERAL WAY, WA 88003, (253) H38 -6113. 2. FOR GRADING IN WETLAND BUFFER, SEE FINAL CONSTRUCTION GRADING PLANS BY ESM. 3. PHASE 2 GRADED AREAS SHALL BE HYDR05EEDED WITH RED FESCUE AND SURFACE MULCHED WITH I' STRAH UPON COMPLETION OF GRADING. C D` R---2;,7-7T-3) Date OT- 211-14 Scale AS NOTED Projectp 4540 Sheet # LS OF I I s 7 �e ogg� 7e 'no 8 $ a VI Vl .° U W IL E rn c � m C z W J &- Q o Date OT- 211-14 Scale AS NOTED Projectp 4540 Sheet # LS OF I I s 7 �e ogg� 7e 'no 8 VI i W IL z W J &- :z Tr V! .znn Vl �Z�I ZJ<� dz 0- IL as �� v_ o g W og � a a Date OT- 211-14 Scale AS NOTED Projectp 4540 Sheet # LS OF I I s 7 �e ogg� 7e 'no 8 SET TREE STRAIGHT. ROOTBALL ON SOLID OR ON COMPACTED 1 BAC40=1LL PLANTING FULL WITH HATNE SC 501L TO 5TABILZE ROOTBALL CUT AYL 5TRIN6, AND BURLAF 50.014FILL REMANNINE PLANTING HOLE FUR SPEGFICATION5. M BAOKFILL AS NOTED INSTALLATION NOTES MULCH 5' DEE 24' PIA RING r•. s - • 2 "x2' HEMLOCK/FIR 5TAKES, � LOCATED OUTSIDE OF ROOTBALL. FASTEN w/CHAINLOCK TIES. STAKE WITH NO EXPOSED WIRE ENDS. NEITHER STAKE OR WIRE MAY TOUCH TREE TRUNK. STAKE HEIGHT MUST 13E AT LEAST 5' FROM FIND b GRADE. PLACE 3' OF BARK MULCH E SAUCER TO WITHIN 3' - OF OF THE TRUNK. REMOVE CONTAINER OR COMPLETELY REMOVE BURLAP AND ALL TWINE FROM PLACEMENT PRIOR NT PLACEMENT IN PLANTING PIT. FORM TEMPORARY 5" HT. WATER DAM AROUND TREE WITH 501L TO HOLD WATER REMOVE WITH FINE GRADE (TYP) SCARIFY SIDES OF PLANTING HOLE. MAKE SURE HOLE HAS GOOD DRAINAGE. EXISTIN5 NATIVE 501L OR NEHLY PLACED TOPSOIL. SET SHRU3 5TRA16W AND PLACE RCOTBALL ON SOLID GROUND OR ON COMPACTED BACKFILL BA�ILL PLANTING HOLE 1/2 RILL WITH NATIVE SOIL, TAMP 501L TO STABILIZE ROOTBALL. DO NOT DISTURB ROOTBALL. BACN�ILL REMAINING PLANTING HOLE PER SPECIFICATIONS. AMEND BACKFILL AS NOTED IN THE INSTALLATION NOTES. SCARIFY SIDES OF PLANTING HOLE. MAKE SURE HOLE HAS GOOD DRAINAGE. NATIVE SOIL. BACI*-ILL PLANTING HOLE 1/2 FULL WITH NATIVE SOIL, LIGHTLY COMPACT SOIL AROUND ROOTS AND ALLOW WATER TO SETTLE. DO HOT LEAVE AIR POCKETS. BACKFILL REMAINING PLANTING HOLE PER SPECIFICATIONS. AMEND BAOKFILL AS NOTED IN THE INSTALLATION NOTES. �.,_ �_ z VIII FOR BARE ROOT PLANTNG ON SLOPES, INSTALL PLANT UPRIGHT ON LEVEL SOIL TO ASSURE COVER OF ROOTS ON DOWNHILL SIDE OF PLANT. COMPACT SOIL UNDER ROOT MASS EXI5TING NATIVE SOIL. DECIDUOUS SET TREE STRA16W AND PLAGE 6. ROOTBALL ON SOLID GROUND OR ON OOMPACTEP 900�FILL. I• BACKFILL PLANTIN9 HOLE 1/2 FILL MTN NATNE SOIL, TAT-11P SOIL TO STABILIZE In ROOTBALL. CUT AWAY HIRE. j it r STRINS, AND BURLAP. - SPECIFICATIONS. NOTED IN THE PER M, _T I�• v v v v TOPSOIL DEPTH AND _ _ _ TYPE AS SPECIFIED 1 =111 -1 1 -1 1 -111 =� 111 =1 - – EwsnNG 5U55RADE O O O O EQUAL 6ROUNaraVER PLANT O OISTANGEO SPACING AS INDICATED R LIST ON ANT LIST (TYPIG y\p EDGE OF RANTER 51—ALE: x b' SPLIT CEDAR r2 x b' 5FLIT G SURFACE TO DRAIN NISHED ELEVATION W ICWHF4IZ FOOTING WITH NATIVE 501L D GRANULAR 51.8 -BASE N&PA SIGN PER CITY OF RENTON STANDARDS POST CONNECTION '. TRENCH b' DEPTH WITH SDE5 . ON BOTH 54DE5 WITH PLASTIC BROWN EDP9IN6 CEDAR CHIPS x 4' TREATED P05T TO BE SET PLUMB METAL 5TIRRLP5 55CA RED TO P05T WITH 5 /8' VIA. CARRIAGE BOLTS. BASE PLATE TO BE SET I' ABOVE CONCRETE FOOTING. STIRRUPS TO BE ANCHORED IN FOOTING A MINIMUM OF 12'. FINISHED ELEVATION •(N'/ q..;..f PITCH SUFAGE TO DRAIN eACKFILL PITH NATIVE SOIL �M-12' MIN.• t SECTION Recommended for Approvd gy�'y /I�l� paw 2-/Z R- 311532 CD' 2- S3'y � =mggr wii:5a U 4 a e p o l� I--1 VI e 4. C� U 4. a e Q o p n , - 4 SCORING 3 ..nn VI a° � u Q pa de p9 . a a p p SCORING d- z v • •4 e' e - ° p a ° d - p a. d a ..a 51—ALE: x b' SPLIT CEDAR r2 x b' 5FLIT G SURFACE TO DRAIN NISHED ELEVATION W ICWHF4IZ FOOTING WITH NATIVE 501L D GRANULAR 51.8 -BASE N&PA SIGN PER CITY OF RENTON STANDARDS POST CONNECTION '. TRENCH b' DEPTH WITH SDE5 . ON BOTH 54DE5 WITH PLASTIC BROWN EDP9IN6 CEDAR CHIPS x 4' TREATED P05T TO BE SET PLUMB METAL 5TIRRLP5 55CA RED TO P05T WITH 5 /8' VIA. CARRIAGE BOLTS. BASE PLATE TO BE SET I' ABOVE CONCRETE FOOTING. STIRRUPS TO BE ANCHORED IN FOOTING A MINIMUM OF 12'. FINISHED ELEVATION •(N'/ q..;..f PITCH SUFAGE TO DRAIN eACKFILL PITH NATIVE SOIL �M-12' MIN.• t SECTION Recommended for Approvd gy�'y /I�l� paw 2-/Z R- 311532 CD' 2- S3'y � =mggr wii:5a U $ T l� I--1 VI C� U r Q O 3 ..nn VI � u Q o STAN! OF YUGIMSTON uene+m IAIDYAPE ARtMSGT NNe unauE oLroa ca�NCATE IU. TM I°JN� [.2/206 <A �I Q m (V �N S O W m N 13 o J V a Date 07 -29-14 Scale AS NOTED Project# 4540 4 3 7 e e 0 a VI ..nn VI W W v-* z v zd z V IL <A �I Q m (V �N S O W m N 13 o J V a Date 07 -29-14 Scale AS NOTED Project# 4540 4 3 7 e e 0 a Recommended for ApproV01 BY ,JyDaAe Z� PAIL SPECIFICAIIONS'. rLrL ALUMNAE AND POLE RELATED PAWS SHALL BE FACTORY PRIMED AND P0696R COALED. FnNEF CIR PAT 9004X'£1 B. AK ,8 /, PRSImE STEELS (CYI]IQ LED POPE _'W LIINNAIRE (WATTAGE PER PUNS, AWP COT. 720 -222V V\IYRSAI OR, R, Ed TO DOLLAR` RIBBED AUHYLICtCNS) BY CYCHOYE (qi APPROVED EWAL). CinC SH LL BE INIIGGAL TO THE TWUAE. FRG STREET FRUT STANDARD DtcAL ,UVBERN'G DETAIL, REFER TO DTY CF RED'. SID PLAN 121 140 FLU TEO SHAPE. 5' C AYEPER. SINICH1 AiWM PRE g:LS- Ia- BO46- RXO9d]( IX-IN<1) BY CYCLONE Hur APPROVED EQUAL) mS1ALL CNWI. PROY:DI 1/2' SEA DRAM HERE HIRWFN CAWI. 2:5' HANOHWE (47 DVAL vols ALCFPIRL f.J6'.! CALVAV'dCD Sift AtiJICR BO.IS 0 o c `ew BASE PLATE DETAIL 24' STOPPER. SPEC: THE PARK AND 2' CONDOM UNLESS ES CATALOG, MODEL #161 -1060 STATED DTHER19 Gt ex PU16 CENTER C(i POLE BASE CETAIL ANCHOR 30 IEM ?LATE DETAIL G iv BCE( CILL (CIA PER T CONCRETE CAP (CONC -1), CAP BASE PLATE BE 'A'. TO DRAIN 1/4" PER FOOT M5 SLEET) DGE, NP. 14 ROME B IT HER COURSE W E' CWDUH UNLESS tFAE COURSE STATED OTHERn +Y al t(NOMI PLANS BASE COVER TE SIDEWALK WHERE ou S s APING WH ERE OCCURS Numbenffinures REINFORCING PER STRUCTURAL LOOM' 3304' d 5pe<lfiratims FEE DELI DETAILS. FOUNDATION WALL AND Epp: 13 R' FOOTING PER STRUCTURAL *DECORATIVE DECORATIVE BRICK WALL 2'-0' YN Vxy.R 1/2 " -1' -O" ]OS 701 FAM. Na,n: WASHINGTON FEDERAL Dnessm, Name. Sire DELPL CAHN OPMOM14 SNeeLIFF -ded creP Amhila Prmpn Number Sala: SAemh Number: MWh: 17 111 RENTON BRANCH • ! C II t • C L f ID0.MHC (3651.00 PER DETAIL BK -A 2505 3rd Ave, Suite 324, Seattle WA 98121 ph. (206) 720 -7001 fx. (206) 720 -2949 Recommended for ApproV01 BY ,JyDaAe Z� PAIL SPECIFICAIIONS'. rLrL ALUMNAE AND POLE RELATED PAWS SHALL BE FACTORY PRIMED AND P0696R COALED. FnNEF CIR PAT 9004X'£1 B. AK ,8 /, PRSImE STEELS (CYI]IQ LED POPE _'W LIINNAIRE (WATTAGE PER PUNS, AWP COT. 720 -222V V\IYRSAI OR, R, Ed TO DOLLAR` RIBBED AUHYLICtCNS) BY CYCHOYE (qi APPROVED EWAL). CinC SH LL BE INIIGGAL TO THE TWUAE. FRG STREET FRUT STANDARD DtcAL ,UVBERN'G DETAIL, REFER TO DTY CF RED'. SID PLAN 121 140 FLU TEO SHAPE. 5' C AYEPER. SINICH1 AiWM PRE g:LS- Ia- BO46- RXO9d]( IX-IN<1) BY CYCLONE Hur APPROVED EQUAL) mS1ALL CNWI. PROY:DI 1/2' SEA DRAM HERE HIRWFN CAWI. 2:5' HANOHWE (47 DVAL vols ALCFPIRL f.J6'.! CALVAV'dCD Sift AtiJICR BO.IS 0 o c `ew BASE PLATE DETAIL 24' B - L5 BAGS. 2' CONDOM UNLESS �EYXLY SPACED STATED DTHER19 Gt ex PU16 CENTER C(i POLE BASE CETAIL ANCHOR 30 IEM ?LATE DETAIL N FCANDAT109 YE PRE BASE BCE( CILL (CIA PER 3 Namibdewim4NY. BASE PLATE BE 'A'. ANCHOR BOLT M5 SLEET) SHEET 14 ROME B IT FOUNDATION SECTION E' CWDUH UNLESS GPaJND POP 10 STATED OTHERn +Y al FOUNDATION PLANS BASE COVER 3/4 HEX WIS. SEEL (6 d Nulkad,es".WA (blank) Magnetic balMst s 1/Y (IYP1� Numbenffinures WIN r-6" YIN BELON 11 Owroica yMrserivicarmc9ev LOOM' 3304' GEWHD. 5pe<lfiratims FEE DELI DETAILS. ANCHOR BOLT ASSEMBLY DETAIL Epp: 13 R' THIS T 4E TNi2 SNEEi above, add 70d ,wrrfilh erallq, nNWAOW screwsmil andantaeenua IF listed 151NEcom POLE ELEVATION 2'-0' YN Vxy.R USIIN65- ULlbmd(sunda ). W(e MIM( wOptims). ULIBtMfor35Tambientandwetlocationx ]OS 701 nrdae with standard IEC 529. ASS rated in ae m length: 17-112 144.5) 2" 3 -I 18' walW PAVE"EXi WARRAMIY- I- yarlimired waml "y.(amoot warranty terms located at MWh: 17 111 1RM'®INS ID0.MHC re www. amiMraedxcoM(ustomedmmulcesrterms and rondmorrear �" EXTEND THE CMONE 135 -190 135 -M 135 -290" T35 -330 T35 -3901 T35 -490" - WWO_ Vloodorpdewall 11811 Note: Sped ims subject to charge wirout notice. ilnLr MI Haressixi, an mer firdamlee) 6' ON MYOVD 1504X( M IOtyyeN 17 1/2 Ivy diumodusipmed. 1OR21 FOUNDANCH pi ME apas�.e.T.. -.e WN9MasrmegulM'm enmphWw. 2004' "®" ' FashMenkad limes ,mnfigurepmdueusirgkdded9Ptlms. fESWIF4ov7 <rc+ma11D axsI, 180' 215 to 5 S(WA Su MA Shimseoarately "" .1= R55 IU13peVpme BANFRL 4005 OZ OF 0 p pu/sesurt Degreearmfivill 1N R. 14 HDros a 12' 2 23EgP" ballast Z 21/3 ON C YH Btl -i i ECt OY 1 1 N FOUNDATION DETAIL 2/0 CIA HELD (TYPE ?. I/< STEEL PLATE BUT CIRCLE (O:A PER BASE PLATE OCTAL. THIS SHEET) PUBLIC WORKS I NEIGHBORHOOD STREET DEPARTMENT PEDESTRIAN LUMINAIRE FIXTURE AND POLE DETAILS SOALE: - 116.1 IA L /THON /A L/GHT/NG' FEATURES & SPECIFICATIONS IN DEP III- Ideal for parking areas, street liyl"ing, walkways and car lots. (ONSTRU(IION- Pugged, dMUn, mhcamtalumimm�taudrgwhh0 .13 "naminalwalltM1iMrasSOie -cast duarformhasimpaeraistanUempard glasslensiklisbllygaskeledwithme pinewbularsilhone. Finish:SUndardfinishisdarkbrome( DDB) polyesterpoxdafin' nh, wilbolhwarthNenuulmlorsavailable. OPMS -AnMi3 , aluminummflmon: IESf ullatoffdistnbotimsR3 (asymmetnc),A3(asymmetric),R4 WA Federal - Renton WA Taxi 1KAD 400M SR4SC "ores Tye S4 BAY COVER 8016 BY CYCLCNEL ex culofl).High -pedomremmfMoDaft adi ALTO No! less lasterRnand are muableandinterchangeable. (a AwHOVED LWAL) POLE BASE CETAIL ANCHOR 30 IEM ?LATE DETAIL ELEM 70115 Wishig ELEEMMM B3IIan:High200s40 sedum. 14de,A is ant t Hfor21XF900W YE PRE BASE 1 P da, i 1 An'' 3 Namibdewim4NY. DE 11. THIS wattage mtonansllast Metal nhimNShim,highpowerfxeos and Mireigh rea,high high coaerrfactor '_y - SHEET AN NOR aMT. 4 TOTAL. amw P; Mar WwitlpuIDI Ignitor(echards y "5( Wnot eequired. Constant wanage aulobansfarmer 3/4' Du E,P Metal lulMe 104" 2504' 16' IAVLI H Ceramic m� for 175­100W. Super MA !pulse start ba4anl, 8B96efl1Lbnt and EISA IA lanon complaint, is required BASE COVER 3/4 HEX WIS. SEEL (6 d Nulkad,es".WA (blank) Magnetic balMst FOODS PER a1NOi B0.1. Arm !!tarty N 0. Numbenffinures iUl WASXEAS No flE0'0 PER 11 Owroica yMrserivicarmc9ev LOOM' 3304' aHNw ea 5pe<lfiratims FEE DELI DETAILS. ANCHOR BOLT ASSEMBLY DETAIL Epp: 13 R' THIS T 4E TNi2 SNEEi above, add 70d ,wrrfilh erallq, nNWAOW screwsmil andantaeenua IF listed 151NEcom POLE ELEVATION FOUNDATION DETAILS PUBLIC WORKS I NEIGHBORHOOD STREET DEPARTMENT PEDESTRIAN LUMINAIRE FIXTURE AND POLE DETAILS SOALE: - 116.1 IA L /THON /A L/GHT/NG' FEATURES & SPECIFICATIONS IN DEP III- Ideal for parking areas, street liyl"ing, walkways and car lots. (ONSTRU(IION- Pugged, dMUn, mhcamtalumimm�taudrgwhh0 .13 "naminalwalltM1iMrasSOie -cast duarformhasimpaeraistanUempard glasslensiklisbllygaskeledwithme pinewbularsilhone. Finish:SUndardfinishisdarkbrome( DDB) polyesterpoxdafin' nh, wilbolhwarthNenuulmlorsavailable. OPMS -AnMi3 , aluminummflmon: IESf ullatoffdistnbotimsR3 (asymmetnc),A3(asymmetric),R4 WA Federal - Renton WA Taxi 1KAD 400M SR4SC "ores Tye S4 ISOILLUMINANCE PLOT(Footeandle) ex culofl).High -pedomremmfMoDaft adi ALTO No! less lasterRnand are muableandinterchangeable. rearwar la a e. NsR3(as (thluarU eomR e(a KAD 400M R3 Test no. 11920101 Soft Square Lighting mabl MO lh B tm ffd mammeetnnaaaanndSR4Ksegmwardth mu,i haEd ISOILLUMINANCE PLOT(Footeandle) ex culofl).High -pedomremmfMoDaft adi ALTO No! less lasterRnand are muableandinterchangeable. 1 NalrvuladewnASCMA 8 "ylperlmry[ertDMasmrml- ELEM 70115 Wishig ELEEMMM B3IIan:High200s40 sedum. 14de,A is ant t Hfor21XF900W �-,y a , "L MnaP 3 Namibdewim4NY. adewMCP516 wattage mtonansllast Metal nhimNShim,highpowerfxeos and Mireigh rea,high high coaerrfactor '_y - NMM KAD amw P; Mar WwitlpuIDI Ignitor(echards y "5( Wnot eequired. Constant wanage aulobansfarmer AA. Metal lulMe 104" 2504' i Blow Ceramic m� for 175­100W. Super MA !pulse start ba4anl, 8B96efl1Lbnt and EISA IA lanon complaint, is required Hgbcerformanre sO3ctu 130 TOP d Nulkad,es".WA (blank) Magnetic balMst for metal halide 151 -400W ("A option) for US shipments only. (SA, NOW or INTL required for probe Arm !!tarty N 0. Numbenffinures sun shipment outside ofthe US. Pulwsurt Wit tPEWU required for 20pM,, 3201%, or DETAIL fallen 11 Owroica yMrserivicarmc9ev LOOM' 3304' B Tmfaam tesrcd. 5pe<lfiratims METAL HALIDE: 70-40OW Sodeu Paalain,ledmnullyodemed medium br wWfor 701". Mogul besescubtfor 17514and Epp: 13 R' HIGH PRESSURE SODIUM: 70-4DOW above, add 70d ,wrrfilh erallq, nNWAOW screwsmil andantaeenua IF listed 151NEcom Alseight 3591be(16.28 kg) 20'T035' MOUNTING USIIN65- ULlbmd(sunda ). W(e MIM( wOptims). ULIBtMfor35Tambientandwetlocationx ]OS 701 nrdae with standard IEC 529. ASS rated in ae m length: 17-112 144.5) 2" 3 -I 18' walW WED_ Wall bracket WARRAMIY- I- yarlimired waml "y.(amoot warranty terms located at MWh: 17 111 1RM'®INS ID0.MHC re www. amiMraedxcoM(ustomedmmulcesrterms and rondmorrear �" Depth 11/8(181) 135 -190 135 -M 135 -290" T35 -330 T35 -3901 T35 -490" - WWO_ Vloodorpdewall 11811 Note: Sped ims subject to charge wirout notice. ilnLr MI Haressixi, an mer firdamlee) 4 1504X( M IOtyyeN 17 1/2 Ivy diumodusipmed. 1OR21 - Fill 51 apas�.e.T.. -.e WN9MasrmegulM'm enmphWw. 2004' "®" ' FashMenkad limes ,mnfigurepmdueusirgkdded9Ptlms. fESWIF4ov7 Eaffira : KAD 400M R3 TB SCWA 5PD04LPI TAD KAD 400M R3 Test no. 11920101 wLe ISOILLUMINANCE PLOT(FOOtaanEie) ISOILLUMINANCE PLOT(Footeandle) ex v 1 NalrvuladewnASCMA 8 "ylperlmry[ertDMasmrml- IS AVap6kwMSRWatl5PDD1. SMfa MnaP 3 Namibdewim4NY. adewMCP516 W4060" 05 3w NMM MOM amw SR3iN16 1]ON/arnMbkxtASPt SRl x4 ® Metal lulMe 104" 2504' i Blow Ceramic m� Standard reflectors R2 IEStypell Hgbcerformanre sO3ctu 130 TOP d Nulkad,es".WA (blank) Magnetic balMst Shimbfivrureranon SPD_ Squarepole Arm !!tarty N 0. Numbenffinures s lhssxa0s9mrmuietlre A[6(1 11 Owroica yMrserivicarmc9ev LOOM' 3304' reWno.D. asymmetrid SRI 1BWNILL 21 xamy. CORE [alum APD_ Amndpole W 6. IrmriromareaienlMma NYdNI'ey 150A1 5504" ]OS 701 , IB ty 111 asYfin" ' 2" 3 -I 18' walW WED_ Wall bracket 09 9". 21 MUnbespedfnd.InvmLauNNe 1RM'®INS ID0.MHC as meI I SRS 1Effould 311 135 -190 135 -M 135 -290" T35 -330 T35 -3901 T35 -490" - WWO_ Vloodorpdewall 12 12'. KAI) 400M R4 Test no. 1191110101 IS 1505 1504X( M IOtyyeN ISOILLUMINANCE PLOT(Faotwndle) ISOILLUMINANCE PLOT(Footwndle) a. `3F o.2s aN- 'E 2004' ZS05 2t fESWIF4ov7 Bopeatnd SR4SC IUt1yeN 180' 215 to 5 S(WA Su MA Shimseoarately "" .1= R55 IU13peVpme 3 4005 OZ OF 0 p pu/sesurt Degreearmfivill 1N 2� 2 23EgP" ballast W12P DADI2WB Degreearmlwall) IMB oip.m135 4° 4° 0 1 2 3 4 5 8 0 1 2 3 4 5 6 0 1 2 3 4 5 8 WBA Decorative wall bracket" reYl hYae lmr"raM 38.0.E Wmo Wrl mmnoxi Walamp. 38000 Fmmc.FWmMbvalueeGssNm20 Imhy, F.. rvM VaNee 0aW M2tl IumPtrno 2M ILw lme nWm seeNm2tl Ilurere. nWrrbg lwSeL nrcunNYq lNO9n1. wa CJUnnr� had. ClntifiaVn: VrGasileO EIyPa III, Very 5M11. Ft.11 LtM Clatifiusln:OMassirrN lTypa ill, Veryyall. FULL N4A Mostarm external fitter aLNMmmM'rMBil K1MB TRIP mounting bar PPLif•f DOW tow 5h'nued'nstaled'nfixture W (SA(enified PIT N3MMV4odIKOW (blank) Dark alone DNMD Natural aluminum LET Lamp Sf Sieglefde(120,277,31i IM Available MHeorpmbestan PEST N3MLABH K(4W PM White DWHXO While included DF DmMefiraUM,3N,1P1Y)" shipping outside the U.S. I N3 W4olkn:P7M ML Black DDBIID Temreddarkbmme DEEP Less ED pww,W' RE91 (aiifomia Title 20, e0Mive S( ShuringopurP6R OB Medium brume DUBXO Te AMad lamp PM NFMAn1bt -lark R[(ylatle 1/1/2010 option DMA Wmml aluminum DNAISD natural mly(Irophgtoconholl Shimedsemrmely" y0 Vandal9uard" SuarOun aluminum aluminum OR OUarureelay"stemu ITS HauecldesANU W0 Wireguard" D,Fmbhes ODBMD packblpp� DWN01(D iesmrtdwhite gnMD ORSdmedeky" PET N[MAlwin -Ig6Pf 1120, D80(D Black 208, 290V) wfB iomiulwiringblak" (ceRNkntof UUlE2ation Initial FootaMks KAD 400M R2 Test no. 1193083101 Is KAD 400M R3 Test no. 11920101 wLe ISOILLUMINANCE PLOT(FOOtaanEie) ISOILLUMINANCE PLOT(Footeandle) ex v 1 NalrvuladewnASCMA 8 "ylperlmry[ertDMasmrml- IS AVap6kwMSRWatl5PDD1. O 3 Namibdewim4NY. adewMCP516 16 MWpdbXwim 05 3w Ammrlae7rrW�lYg9jYrrfNPnaa4u2red .3 3lAewxanagesd4mrHanp6'xim 9Muem Milawb4mda. SR3iN16 1]ON/arnMbkxtASPt SRl x4 OTIMarmeOkkalalajNlede .AOmhMedWMpdOaNMIM'y. GMAwWaimeNrt9ubtlmc LLD in muldv SWYPpdr. d Nulkad,es".WA :ln,UM,1N. 2W,27)V;in Wall IN, 217,DINT 20,2 IA MUaNaL'aNewffiyv PmpiMUkd O F Numbenffinures s lhssxa0s9mrmuietlre A[6(1 11 Owroica yMrserivicarmc9ev 19 PrtfenaANA0wlxnadertdxm reWno.D. one lwa@1f0° iwop9D° lhltt@I20° ihree@90° FON @90° a gionroMdrowNmnpbw.2 o 12 Yalmnre9riMMesdara mac xamy. Q (alllmv+hTtle2ptMM7.M. IrmriromareaienlMma NYdNI'ey iO Yemxr.ECmamNak[Cbfb 2.378' 720 -190 80.280 R0-29NI -390" T2D49D" A[rAi Mrm rvabdee311a1NV. pmem. addfnrultobo.M 3 -I 18' T25 320 720 125 -190 i25 -280 i25 -390" RS -320 125 -390" T2549d' 6 WduedWnNIDre9u:Nkrsnl. 13 Maytrvaereaasanxvswy. 21 MUnbespedfnd.InvmLauNNe 4.Tude clan motel Isla. hmP. I.tt43e.0.'V W sWYepdA 14 asan Adh MK. 4 135 -190 135 -M 135 -290" T35 -330 T35 -3901 T35 -490" ] "ouu RderAkN rvatlatle. M�SP6*NMMm wry 22 M.-AWN KAI) 400M R4 Test no. 1191110101 IS KAD Metal Halide, Arm - mounted Soft Square Cutoff ISOILLUMINANCE PLOT(Faotwndle) ISOILLUMINANCE PLOT(Footwndle) (ceRNkntof UUlE2ation Initial FootaMks KAD 400M R2 Test no. 1193083101 Is KAD 400M R3 Test no. 11920101 ex ISOILLUMINANCE PLOT(FOOtaanEie) ISOILLUMINANCE PLOT(Footeandle) ex v a V O 025 0.25 Q 05 3w OS 2w 0- } 0 V 35 .1= 1.5 A �z OF O6 S O F O t w NJ U. F Q 0 V 4OF 0 1 2 3 4 s 6 0 1 2 2 4 5 6 4COVIgrW wnnwW wWlarrp.rare048000 4.Tude clan motel Isla. hmP. I.tt43e.0.'V Ymers. FOamIW VaY,n bazN m20' lumen¢. FMnMb vines Lo. on 20 runs, lmlBnL -rum N ucht Qa9yrQti.M: Tyyp II, BIM, Fur (MM Clawkscanm:TyW ILSMn.FUIIMOn KAI) 400M R4 Test no. 1191110101 IS KAD 400M III Test no. 1192061 TRIP KAD 400M RSSTest no. 1194040801P ISOILLUMINANCE PLOT Ri Ootaandle) ISOILLUMINANCE PLOT(Faotwndle) ISOILLUMINANCE PLOT(Footwndle) a. `3F o.2s aN- 'E 05 G 035 -2i 2t 1 22 Ma U, 215 to 5 003$ lxx .1= 3 3 OS OZ OF O p 1r 1N 2� 2 3R 3� ° 4° 4° 0 1 2 3 4 5 8 0 1 2 3 4 5 6 0 1 2 3 4 5 8 4WN WBOOIwi moto'rulaolomP. PIN 30.WJ reYl hYae lmr"raM 38.0.E Wmo Wrl mmnoxi Walamp. 38000 Fmmc.FWmMbvalueeGssNm20 Imhy, F.. rvM VaNee 0aW M2tl IumPtrno 2M ILw lme nWm seeNm2tl Ilurere. nWrrbg lwSeL nrcunNYq lNO9n1. wa CJUnnr� had. ClntifiaVn: VrGasileO EIyPa III, Very 5M11. Ft.11 LtM Clatifiusln:OMassirrN lTypa ill, Veryyall. FULL CO.. '.OrlWOtirM jlyq NC. Very5Mat1. FUIICMM MNao 1 nuvn0aaubaMfim316 emkxreWnww.fuaaamn : keiNroMM1mlfSaMXFMIfraMwd[ ulWStd' JiIMYroarorymltitimcYabrN operaNgfanmonouse filhmres6erxaan Wuerorydala W xnW kMmearvxr�mLLNrcnfansaMeb 'karianmrA¢YrMae STN m NCI mm name mlable dm AIM art w6N<t to dwge YMUSen code. fahNRypMMFbxt< }WIIMhV WvwV GYWdfiotulYrtOmxwfMmLL<m. I� LlmaivIA LIGHT //VG` A ILL ":4MitV B2nd5 Corr9xrry Mmming Xeigh t (enMim Pxmr (MUkp)Me h krH gmeemanmfmal ssh. =D6t 15h =033 IOh =OSS / Existing Mountng Height `2_ Correction Factor New Mounting Height R- 311533 'II e- �Yi�S133 Ul m ex ex O Ul $ Illl O z Q 0- O 3 1 �z � S Q 6 a�uG< A a �I v 1 N y ffL v 0 Dt W 93 O 2 J W P: 0. Date 07-2b-14 Scale ALS NOTED Project# 4540 Sheet jL L5 of 10 I s' 2 e 0 a z 0- 1 �z 0 Z JU NJ Q V oNa� V J z -:z v IL K �I v 1 N y ffL v 0 Dt W 93 O 2 J W P: 0. Date 07-2b-14 Scale ALS NOTED Project# 4540 Sheet jL L5 of 10 I s' 2 e 0 a Recommended fc WIN ----- - - - - -- 1" =10' 311534 I o 6 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � MATCH-LINE L6 I\ U a a rA a� �U O ti rA Q N X u s Al Q 18 W Q r 7 LLJ za- �V) 0 oQ Q J 0 Q IY z IY E ,4j2 f p L a a z O o zz Q 0 F- - z LLJ fir- 8hest f L6 OF 10 T aF ps n �$a R 0 pR S ]kte 07 -28-14 8hest f L6 OF 10 T aF ps MATCH -LINE L5 I , 1 1 \I C< vr 6 v r 7­11 R- 371535 Recommended forApprOVO) W4�z� Dftu MATCH -LINE L7 0 10 20 30 40 feet T 1° = 10, NORTH Cam' R - '%j7 -7 5'3 S' 'LLJ v / Q a- 1 Z a J a 9 y- Z 'LLJ v / Q a- 1 Z a J a � Z a_ 0 O Q w CD Z CL �Q Z QQch b O3 - 2 i���tiyyy U A U) O Q Z o� 6 'LLJ v / Q a- m"t # OF 10 27 aF �a a} e� 1 Z J a � Z a_ O w CD Z CL � Z QQch b - 2 R A U) O Q Z z C) OQZ H J Q Z 0 J �O Z = LtJ �E: piaf m"t # OF 10 27 aF �a a} e� a � acm g b R A a a Dats 07 -28-14 saae pmjeow 1540 m"t # OF 10 27 aF �a a} e� I I I RECTANGULAR BOX WITH EXTENSIONS AS MATCH -LINE L6 w& SET BOX 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH TO GRADE AT TURF. - WATER PROOF WIRE CONNECTORS ON 30" LOOPED WIRES. 0 a ( FINISHED GRADE. z in 6X2X16 CONC. BLOCK CAPS, ONE EACH SIDE (2 TOTAL) SXT SCHEDULE 80 NIPPLES VALVE INLET SIZE. PVC MAIN LINE. BOX GUARD MASTER CONTROL VALVE W /BOX GUARD NTS THREE PVC SCH 80 ELLS. 12" PVC SCHEDULE 80 NIPPLE. QUICK COUPLING VALVE IN BOX W /BOX GUARD 32 8406.23 -12 k ' I NTS 32 8406.43 -08 0 10 20 30 40 feet 1" = 10, NORTH O1 STANDARD VALVE BOX 03 O2 FINISH GRADE REMOTE CONTROL VALVE AS SPECIFIED ® WATERPROOF CONNECTORS (2) ( 18 -24" COILED WIRE © SCH 80 T.O.E. NIPPLE O7 MAIN LINE PIPE & FITTINGS ® BRICK SUPPORTS (4) O 3/4" MINUS WASHED GRAVEL 10 PVC SLIP UNIONS @ BOX GUARD RCV W /UNIONS AND BOX GUARD NTS 32 8406.13 -10 ODOUBLE CHECK VALVE ASSCY, m SIZE PER PLAN O BB 8 9g L O VALVE BOX AND EXTENSION; SIZED FOR ADEQUATE CLEARANCE AROUND DCVA $ u FOR MAINTENANCE OSCH 80 UNIONS (2) a O4 SCH 80 NIPPLES C� m O SCH. 40 MALE ADAPTERS (2) "U r I CA 8 �\ O MAINLINE PIPE PER PLAN w �-I ) O7 6" WASHED DRAIN ROCK y g --i 3 O2 b 5 � F 7 d ^y x �1 � 8 3o °CE 0130 0000 °Q'O Bo�, DCVA IN VALVE BOX NTS 32 8409.46 -05 O1 FINISH GRADE/TOP OF MULCH O MODEL PER PLA SPRINKLER: O 1/2 -INCH MALE NPT x BARB ELBOW USE 1/2" MARLEX AT HEAD O TRIPLE SWING ASSEMBLY O SWING PIPE, 12 -INCH LENGTH: © PVC SCH 40 TEE OR ELL W 10" DIAMETER VALVE BOX. U) HEAD BRAND "QVC" ON LID N Cf) WITH 2" HIGH CHARACTERS. a QC V z¢ Q gm W 12" MAX 0 Z z s — N 6" MIN. z a ti z 0 Z Z O FINISHED GRADE. � iv - W CD Z W i_ Z ^III— III —III Q IU=_ JU _ �'- L- 1I =1 11 =1 11 =1 I l — — III I III —III - I — QUICK COUPLING VALVE AS V) — -III Q SPECIFIED. U TWO STAINLESS 0< SCH 80 NIPPLE, LENGTH AS RED. STEEL CLAMPS. CD J 6" DEEP LAYER OF 3/4" BOX GUARD ° CRUSHED ROCK. 2 W �0 3: 0: f 3" PVC SCHEDULE 80 NIPPLE. 1/2" X 36" GALV STEEL PIPE. THREE PVC SCH 80 ELLS. 12" PVC SCHEDULE 80 NIPPLE. QUICK COUPLING VALVE IN BOX W /BOX GUARD 32 8406.23 -12 k ' I NTS 32 8406.43 -08 0 10 20 30 40 feet 1" = 10, NORTH O1 STANDARD VALVE BOX 03 O2 FINISH GRADE REMOTE CONTROL VALVE AS SPECIFIED ® WATERPROOF CONNECTORS (2) ( 18 -24" COILED WIRE © SCH 80 T.O.E. NIPPLE O7 MAIN LINE PIPE & FITTINGS ® BRICK SUPPORTS (4) O 3/4" MINUS WASHED GRAVEL 10 PVC SLIP UNIONS @ BOX GUARD RCV W /UNIONS AND BOX GUARD NTS 32 8406.13 -10 ODOUBLE CHECK VALVE ASSCY, m SIZE PER PLAN O BB 8 9g L O VALVE BOX AND EXTENSION; SIZED FOR ADEQUATE CLEARANCE AROUND DCVA $ u FOR MAINTENANCE OSCH 80 UNIONS (2) a O4 SCH 80 NIPPLES C� m O SCH. 40 MALE ADAPTERS (2) "U r I CA 8 �\ O MAINLINE PIPE PER PLAN w �-I ) O7 6" WASHED DRAIN ROCK y g --i 3 O2 b 5 � F 7 d ^y x �1 � 8 3o °CE 0130 0000 °Q'O Bo�, DCVA IN VALVE BOX NTS 32 8409.46 -05 O1 FINISH GRADE/TOP OF MULCH O MODEL PER PLA SPRINKLER: O 1/2 -INCH MALE NPT x BARB ELBOW USE 1/2" MARLEX AT HEAD O TRIPLE SWING ASSEMBLY O SWING PIPE, 12 -INCH LENGTH: © PVC SCH 40 TEE OR ELL m GENERIC SPRAY HEAD DETAIL a g b NTS 32 8403.13 -03 R= 371536 aoo a a Recommended for ApprOVal Data o� -se -1s Bye ' Date IZ —JZ— �t# 2 45 0 amt f L 8 OF 10 T ft 7 �S o� e� W U) Q Cf) = W Q W 0 Z Q 0 Z Z O Q W CD Z W i_ Z Q Q ch 2 [L V) Q Q 0 U 0< Z HJQZ CD J Of Z 2 W CLL 3: 0: f m GENERIC SPRAY HEAD DETAIL a g b NTS 32 8403.13 -03 R= 371536 aoo a a Recommended for ApprOVal Data o� -se -1s Bye ' Date IZ —JZ— �t# 2 45 0 amt f L 8 OF 10 T ft 7 �S o� e� Qi FINISH GRADE O2 MODEL PER PLAN Q3 LATERAL TEE OR ELL ® LATERAL PIPE O5 SWING JOINT: RAIN BIRD SA- 125050 6 SHRUB ROTARY 12 POPUP NTS PVC MAINLINE TYPICAL FPT ADAPTER AND COMPRESSION COUPLER. DRIP VALVE / FILTER / REGULATOR. 3/4° PVC LATERAL TYPICAL OFFSET PIPE. 7 / 2" FROM �{ - I► HIARDSCAPE. 4' END FEED EXAMPLE Yt" POLYETHYLENE OR PVC HEADER. - TYPICAL - COMPRESSION FITTING. DRIPUNE SPACING AS NOTED. AIR RELIEF VALVE AT HIGH POINT, IF INDICATED. TYPICAL DRIP LINE - WITH EMITTER SPACING AS NOTED. TIE DOWN STAKE AT ALL TEES, ELLS, AND AT 4' O.C. AT CLAY, 3' O.C. AT LOAM, OR 2' O.C. AT SAND. FLUSH VALVE OR - CAP AT LOW END, AS NOTED. KY�- Lf %k1FiII %k1 CENTER FEED EXAMPLE TYPICAL RAIN BIRD DRIPLINE REQUIREMENTS 3' = 1' -0" SET CONTROLLER 60" ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED. CONTROLLER AND ENCLOSURE - AS SPECIFIED. SECURELY BOLT CONTROLLER TO WALL. INSTALL BACKUP BATTERIES AS REQUIRED. GROUND AS PER MFG. SPECIFICATIONS. 1/2° DIAMETER RIGID STEEL CONDUIT FOR 110 VAC ELECTRICAL SOURCE. INSTALL AS PER LOCAL ELECTRICAL CODES. FINISHED GRADE. IIIE �0 LONG SWEEP ELL. III WALL MOUNT CONTROLLER I L NS 1 1/2" DIAMETER RIGID STEEL CONDUIT FOR RCV WIRES. USE PVC SCH. 40 BELOW GRADE. O1 NOZZLE PER PLAN O2 SHRUB ADAPTER O3 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) O4 PLANT MATERIAL O5 PVC LATERAL PIPE O6 STEEL REBAR OR WOOD STAKE WITH STAINLESS STEEL GEAR CLAMPS OR ZIP -TIES O7 UV RADIATION RESISTANT PVC SCH 40 TEE OR ELL O8 FINISH GRADE /TOP OF MULCH SPRAY OR ROTARY ON RISER FOR TEMP GRID PRECIPITATION RATES (IN /HR) MAXIMUM LATERAL LENGTH (FEET) EMITTER FLOW RATE EMITTER EMITTER FLOW RATE GPH SPACING 12" SPACING 18" SPACING 4" SPACING PSI 0.6 0.9 0.6 0.9 C6 0.9 10 125 96 175 135 218 171 20 249 191 350 171 442 340 30 307 236 434 333 550 422 40 350 268 495 380 627 171 50 125 96 175 135 218 171 60 125 96 175 135 218 171 GRID PRECIPITATION RATES (IN /HR) EMITTER 12" EMITTER FLOW RATE EMITTER LATERAL SPACING SPACING SPACING SPACING SPACING 0.6 0.9 12 12 0.96 .44 18 18 0.69 .03 24 24 0.28 0.41 LATERAL FLOW PER 100 FT (GPM) EMITTER 12" 18" 24" FLOW SPACING SPACING SPACING 0.6 GPH 1.0 GPM .67 GPM .50 GPM 0.9 GPH 1.5 GPM .0 GPM .75 GPM 32 8403 -03 PVC TEE. PVC MANIFOLD LINE. COMPRESSION ADAPTER: RAIN BIRD 600 -CF -1. USE AN ABS TO PVC BONDING LANDSCAPE SOLVENT FOR GLUING ADAPTER TO DRIPLNE TUBING. PVC TEE. i� WATER SOURCE: DRIP VALVE OR LATERAL FROM VALVE. MAXIMUM FLOW PER ZONE B MAX GPM PSI LOSS SCHEDULE 40 PVC HEADER SIZE 1/2" 4.7 GPM 7.7 PSI 3/4" 8.3 GPM 5.6 PSI 1" 13.5 GPM 4.2 PSI 1 -1/2" 33.9 GPM 2.9 PSI 2" 52.4 GPM 1.9 PSI POLY PIPE HEADER SIZE 1/2" 4.7 GPM 8.8 PSI 3/4" 8.3 GPM 6.3 PSI 1" 13.5 GPM 4.8 PSI 1 -1/2" 31.8 GPM 2.9 PSI 2" 52.4 GPM 2.2 PSI LANDSCAPE DRIPLINE TUBING. PVC MANIFOLD LINE WITH PVC TEE. F FLUSH CAP: RAIN BIRD MDCFCOUP WITH MDCFCAP. A.-AIR RELIEF VALVE: RAIN BIRD AR VALVE KIT, INSTALL AT HIGH POINT OF SYSTEM. SLOPED CONDITION NOTE: 1. DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE WHENEVER POSSIBLE. 2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT. 3. NORMAL SPACING WITHIN THE TOP % OF SLOPE, r 4. INSTALL DRIPLINE AT 25% GREATER SPACING AT THE BOTTOM Ys OF THE SLOPE. 5. WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM Yy ON A SEPARATE VALVE. DOGBONE SHAPED 32 8409.13 -01 20'X14" JUMBO PLASTIC VALVE BOX. BALL VALVE - 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH AT TURF. AT MAINLINE. BOX GUARD CONTROLLER WIRE WITH 30 INCH LINEAR LENGTH OF COIL, WITH PLASTIC I.D. TAG AND WATERPROOF CONNECTORS. RCV AS SPECIFIED. BASKET FILTER AS SPECIFIED. ��ESSURE REGULATOR AS SPECIFIED. PVC UNION W/ SHORT F- NIPPLES. OUTLET PIPE SAME SIZE AS VALVE 45' DOWN AS RED. TO LATERAL PIPE DEPTH. 1" DRIP VALVE W /BASKET FILTER AND BOX GUARD R7� POLYGON SHAPED CORNER SHAPED "C " SHAPED CURVED POLYGON 32 8413.76 -31 0 9 1 L.- I HOURGLASS SHAPED SET VALVE BOX 2" ABOVE FINISHED GRADE OF SHRUB AREA. N 10" DIAMETER VALVE BOX. - COIL 24" TO 30" OF DRIP TUBING IN THE BOX. -J4" DRIP TUBING TO -Y4" FPT ADAPTER. Y4" PVC BALL VALVE WITH SHORT NIPPLE. J¢" DRIP TUBING. 4" THICK LAYER OF WASHED GRAVEL. THE BOX SHALL REST UPON THE ROCK BED. DO NOT EXTEND GRAVEL INTO BOX. DRIP FLUSH VALVE BELOW GRADE NTS B AIR RELIEF VALVE AS SPECIFIED. 6" DRIP BOX. - w Z FINISHED N GRADE. 32 8413.49 -35 1" FPTXMPT ELL. 3'4"X1 "MPT ADAPTER. Y,-FPT X J4" DRIP TUBING DRIP TUBING COUPLING. DRIPLINE OR DRIP TUBING, OR 3" THICK LAYER OF WASHED GRAVEL. THE BOX SHALL REST UPON THE ROCK BED. DO NOT EXTEND GRAVEL INTO BOX. DRIP AIR RELIEF VALVE IN BOX 32 8413.56 -13 / NTS Recommended for Approval By I Z=12 32 8413.53 -03 R- 311531 O Q�as 15 a.�a U B 04 r-a J a w Z O rn a 0 Q LLJ r.. U' Q 0- > - �' a�- O 3 o(Un € u oa Z 0 Q M2 'Lli V / itu) Z J a w Z 0 J LLJ U' Q 0- F Z F- a�- o(Un oa Z 0 O OQZ - H- J Z J cQ L 0 -Q -Z Z = LLJ itu) a w A g asoCLI II � ,.. . _ •1 1 s�sst # aF io 4� IoII��f a SYMBOL MANUFAGTURER/MODEL/DE5GRIPTION ® Hunter MP Corner PR05- 00 -FR540 (2) ® P51 a POO GPM Shrub Rotator, fixed - riser, pressure regulated to 40 T F Rain Bird 1804 -U -PRS U8 Series I" psi (2.76 bar), MP Rotator nozzle. T= Turquoise add Q H Turf Spray 4.0" Pop -Up Sprinkler with Go- Molded 5.98 arc 45 -105 52 Alper Seal. 1/2" NPT Female Threaded Inlet. I" Shrub Spray 33.12 Pressure Regulating. 0 Hunter MP Strip PRO5- 00 -PR540 (2) 0000 Pain Bird XGZ - 100- PR5-OOM � Rs SST Shrub Rotator, fixed- riser, pressure regulated to 40 36.87 Rain Bird 1804 -U -PRS UIO Series 7.29 psl (2.76 bar), MP Rotator nozzle. LST =Ivory left B4 Turf Spray 4.0" Pop -Up Sprinkler with Go- Molded I" strip, 55T =Brown side strip, R5T= Copper right strip 3253 Alper Seal. 1/2" NPT Female Threaded Inlet. 13.31 1.78 in/h 55 Pressure Regulating. I" Shrub Rotary 008c -Vwl %12HE-Vµ 58.39 51rMSOL MANUFAGTURER/MODEL /DESCRIPTION ®lac -VAN 015HE -VIN Rain Bird 1804 -U -PRS ADJ is Area for Dripline 33.11 Turf Spray 4.0" Pop -Up Sprinkler with Go- Molded 3.91 Rain Bird XGZ - 100- PRB -COM 57 Alper Seal. 1/2" NPT Female Threaded Inlet. I" Medium Plus Flow Drip Control Kit for Commercial 31.98 Pressure Regulating. 7.56 Applications. I" Ball Valve with I" PE55 Valve and I" Be Rain Bird FEB I" Pressure Regulating 40psi Ouick -Check Basket ® Rain Bird 1804 -PRS 5 Series MPR 19.03 Filter. 39pm to 20gpm. 59 Turf Spray 4.0" Pop -Vp Sprinkler with Go- Molded I" Shrub Spray 32.37 Alper Seal. 1/2" NPT Female Threaded Inlet. 13 Rain Bird XGZ - 075 -PRF 510 Pressure Regulating. I" Low Flow Drip Control Kit, 3/4" Low Flow Valve, 3/4" O O ® 44.25 6.24 Pressure Regulating RBY Filter, and 30ps1 pressure yV yv 1� Rain Bird 1804 -PRz ADJ I" regulator. 0.29pm -59pm. 3621 Turf Spray 4.0" Pop -Up Sprinkler with Go- Molded 7.37 0.69 In/h R12 Alper Seal. 1/2" NPT Female Threaded Inlet. T Flush Valve 37.99 Pressure Regulating. 2.78 3/4" PVC ball valve in 10" valve box. ® OBHE-VAN ®12HE -VAN Rain Bird 18O4 -PR5 ADJ I" Rain Bird ARVO50 ®10c- VAN®15HE -VIN Tuff Spray 4.0" Pop -Up Sprinkler with Go- Molded 10.53 1/2" Air Relief Valve, made of quality rust -proof R14 Alper Seal. 1/2" NPT Female Threaded Inlet. 1" materials, with a 6.0" drip valve box (SEB 7X5 31.46 Pressure Regulating. 2.42 emitter box). Use with Installation below soil. The ® ® ®® 0 0 0 0 Rain Bird XGZ - 100- PRB -GOM I" valve will allow air to escape the pipeline, thus 32.05 Pain Bird 1812 -PR-U IS Strip Series P 1.61 preventing water hammer or blockage. RCS ssr Shrub Spray, 12.0" Pop -Up Sprinkler with Go- Molded I" Shrub Spray 32.11 Alper Seal. Side and Bottom Inlet. 1/2" NPT Female F=======q Area to Receive Dripline R17 Threaded Inlet. with Pressure Regulating Device. ----- - - - - -- Ran Bird XFS -09 -12 (12) 0 0 0 ® 46.91 9.23 XFS Sub - Surface Pressure Compensating Landscape Q T H F Rain Bird 1812 -FR5 -U U8 Series I" Dripline w /Copper Shield Technology. 0.96PH 32.86 Shrub Spray, 12.0' Pop -Up Sprinkler with Go- Molded 14.09 emitters at 12.0" O.G. Dripline laterals spaced at RI9 Alper Seal. Side and Bottom Inlet. 1/2" NPT Female I" 12.0" apart, with emitters offset for triangular 32.44 Threaded Inlet. With Pressure Regulating Device. 12.58 pattern. UV Resistant. (0 0 0 0 Q T H F Rain Bird 1812 -PRS -U UIO Series I" Area to Receive Dripline 34.50 Shrub Spray, 12.0" Pop -Up Sprinkler with Go- Molded 5.47 Rain Blyd XF5 -09 -18 (18) R21 Alper Seal. Side and Bottom Inlet. 1/2" NPT Female I" XF5 Sub - Surface Pressure Compensating Landscape 31.82 Threaded Inlet. With Pressure Regulating Device. 5.60 Dripline w /copper Shield Technology. 0.96PH 0 D Rain Bird 1812 -PRS -U UI2 Series emitters at 18.0" O.G. Dripline laterals spaced at Q T H ° Shrub Spray, 12.0" Pop -VP Sprinkler with Go- Molded 18.0" apart, with emitters offset for triangular Alper Seal. Side and Bottom Inlet. 1/2" NPT Female pattern. W Resistant. Threaded Inlet. with Pressure Regulating Device. a ©�' SYMBOL MANUFACTURE"012EL/DESGRIPTION Rain Bird 1812 -PRS -U UIS Series Q T H Q Shrub aPray 12.0" P °P-VP Sprinkler with Go- Molded � Rain Blyd FEB Alper Seal. Side and Bottom Inlet. 1/2" NPT Female 1 ", -I/2 ", 2" Plastic Industrial Valves. Low Flow Threaded Inlet. With Pressure Regulating Device. Operating Capability, Globe Configuration. 8108 01HE -VAH @ 12NE -VM 'ORE -VAN 15 15HE -VAN Raln Bird 1812 -PRS-U ADJ Rain Bird PGA Globe, Temporary Irrigation Shrub Spray, 12.0" Pop -Up Sprinkler with Go- Molded 1 ", 1 -1/2 ", 2" Electric Remote Control Valve, 61obe. wiper Seal. Side and Bottom Inlet. 1/2" NPT Female Install above ground, enclosed in valve box. Threaded Inlet. With Pressure Regulating Device. 0 Rain Bird 44 -LPG ° " F Rain Bird 1812 -PR5 5 Series MPR O I" Bross u ul Shrub Spray 12.0" Pop -Up Sprinkler with Go- Molded Stainless Steel Spring, Locking Corrosion-Resistant Alper Seal. Side and Bottom Inlet. 1/2" NPT Female Thermoplastic Rubber Cover, and 2 -Plece Body. Threaded Inlet. with Pressure Regulating Device. (I Nl1xo T -113 -K m� 1811 Rain Bird 1812 -PR5 ADJ Class Glass 125 bronze gate shut off valve with cross Shrub Spray 12.0" Pop -Up Sprinkler with Go- Molded handle, some size as mainline pipe diameter of valve wiper Seal. Side and Bottom Inlet. 1/2" NPT Female location. Size Range - 1/4" - 3" Threaded Inlet. with Pressure Regulating Device. ® a7NE -VAN 12HE -VIN ® ®1011 -VAN 1®15HE -VIN Rain Bird 1812 -PR5 ADJ tl Rain Bird PEB 1-1/2" tic Industrial Valves. Low Flow ", -I/2", 2" Plastic Shrub a 12.0" Po -U rinkler with Go- Molded Spray Pop -Up SP Operating Capability, Globe Configuration. y, 61obe Wiper Seal. Side and Bottom Inlet. I/2" NPT Female Threaded Inlet. with Pressure Regulating Device. BF Zurn 95OXL 1 -1/2" ® ®® Hunter MP Strip PROS- 04- PR540-GV Double Check Valve Assembly M Rsr ssr Turf Rotator, 4" (10.16 cm) pop -up with factory © Bank: Rain Bird ESPSLXME with (OI) ESPLXMSM4 Installed check valve, pressure regulated t 40 psi 12 Station Commercial Controller. Mounted on a (2.7(7 bar), MP Rotator nozzle on PR540 body. Plastic Nall Mount. LST =Ivory left strip, 55T =Brown side strip, RST =Copper right strip. ® Residential: Rain Bird E5P8LXME with (4) E5PLXM5M4 g 24 Station Commercial Controller. Mounted on a Hunter MPI000 PROS- I2- PR540 -40 Plastic Wall Mount. Shrub Rotator, 12" (30.48 onJ o P- P u with check P valve, pressure regulated to 40 psi (2.76 bar), MP ® Rain Bird WR2 -RG Rotator nozzle. M= Maroon add arc 90 to 210, wireless Rain Sensor Combo, Includes I receiver and I L =Light Blue 210 to 270 arc, 0 =011ve 360 arc on rain sensor transmitter. PR540 body. f��t�t77��tt see Irrigation Lateral Line: PVC Glass 200 5DR 21 Hunter MP2000 PR05- 12- PR540 -CV PVC Glass 200 Irrigation pipe. Shrub Rotator, 12" (30.48 cn) pop -up with check valve, pressure regulated to 40 psi (2.76 bar), MP - - - Irrigation Lateral Line: PVC, Schedule 40 Rotator nozzle. K =Black ad) arc 90 -210, 6 =Green PVG Schedule 40 Irrigation pipe. Only lateral adJ arc 210 -270, R =Red 360 arc on PR540 body. transition pipe sizes 1 1/4" and above are Indicated 000 on the plan, with all others being I" In size. Hunter MP3000 PR05- 12- PR540 -_V Shrub Rotator, 12" (30.48 cm) pop -up with check - - - - Irrigation Mainline: PVC Schedule 40 valve, pressure regulated to 40 psi (216 bar), MP PVC Schedule 40 Irrigation pipe. rotary nozzle. B =Blue ad) arc 90 -210, Y= Ye11ow ad) or 210 -270, A =bray 360 arc on PR540 body. - - - - - -- Sleeve: PVG Schedule 40 a O d Volvo Gallout Hunter MPI000 PROS-00 -PR540 (2) Valve Number Shrub Rotator, fixed- riser, pressure regulated to 40 # # Valve Flow P51(2.76 bar), MP Rotator nozzle. M= Maroon add arc #" Valve Size 90 to 210, L = Light Blue 210 to 270 arc, 0 =011ve 360 in nn Hunter MP2000 PRO5- 00 -PR540 (2) Shrub Rotator, fixed-riser, pressure regulated to 40 psi (2.76 bar), MP Rottor nozzle. K =Black add are 90 -210, 6 =Green add arc 210 -270, R =Red 360 arc 01510 Hunter MP3000 PROS- 00 -PR540 (2) Shrub Rottr, fixed - riser, pressure regulated to 40 psi (216 bar), MP Rotator nozzle. B =Blue add arc 90 -210, Y= Yellow ad) arc 210 -270, A =Gray 360 arc on PR540 body. VALVE SCHEDULE -BANK SITE NUMBER MODEL 51= TYPE P51 P51 a POO GPM PRREC IP BI Rain Bird XGZ- 100- PRB -COM I" Area for Dripline 34.74 46.54 5.98 1.55 in/h 52 Roln Bird PEE, I" Shrub Spray 33.12 50.56 16.84 1.66 in/h 53 Pain Bird XGZ - 100- PR5-OOM I" Area for Dripline 36.87 48.76 7.29 0.69 in/h B4 Rain Bird FEB I" Shrub Spray 3253 46.78 13.31 1.78 in/h 55 Rain Bird PEB I" Shrub Rotary 43.71 58.39 16.13 0.65 in/h Be Rain Bird XGZ - 100- PR5-GOM I" Area for Dripline 33.11 43.87 3.91 0.69 In/h 57 Rain Bird PM I" Shrub Spray 31.98 43.17 7.56 1.55 in/h Be Rain Bird FEB I" Turf Spray 33.80 47.80 19.03 1.78 in/h 59 Rain Bird FEB I" Shrub Spray 32.37 44.25 12.37 1.65 in/h 510 Rain Bird FEB I" Shrub Spray 31.85 44.25 6.24 2.68 in/h BII Rain Bird XGZ - 100- PRB -COM I" Area for Dripline 3621 47.11 7.37 0.69 In/h VALVE SCHEDULE - RESIDENTIAL SITE NUMBER MODEL SIZE TYPE P51 P51 m POG GPM PREGIP RI Rain Bird PEB I" Shrub Spray 32.15 44.55 9.83 0.96 in/h R2 Rain Bird PEB 1" Shrub Spray 32.46 45.29 11.12 1 in/h R3 Rain Bird PEB I" Turf Spray 31.69 42.52 3.95 2.07 In/h R4 Rain Bird PEB 1" Shrub Spray 3356 46.97 16.50 1.86 In/h R5 Rain Bird PEB I" Shrub Spray 32.58 44.59 12.39 1.82 In/h R6 Rain Bird XGZ - 100- PR5-GOM I" Area for Dripline 32.07 42.70 2.06 1.55 in/h R7 Rain Bird PEB I" Shrub Spray 32.12 44.07 10.63 1.58 in/h R8 Rain Bird PEB 1" Shrub Spray 32.88 46.30 13.43 1.69 In/h R9 Rain Bird PEB I" Turf Rotary 41.61 52.38 3.52 0.57 in/h RIO Rain Bird PEB I" Shrub Spray 32.89 47.53 14.37 1.85 in/h RII Rain Bird PEB I" Turf Spray 33.41 47.49 11.89 2.63 In/h R12 Rain Bird XGZ - 075 -PRF 3/4" Area for Dripline 37.99 48.78 2.78 0.b9 Win R15 Rain Bird PEB I" Shrub Spray 32.19 45.58 10.53 1.79 in/h R14 Rain Bird PEB 1" Turf Spray 31.46 42.21 2.42 1.87 in/h R15 Rain Bird XGZ - 100- PRB -GOM I" Area for Dripline 32.05 42.76 1.61 0.69 in/h RI6 Rain Bird PEB I" Shrub Spray 32.11 46.30 9.45 1.92 In/h R17 Rain Bird PEB I" Shrub Spray 3226 46.91 9.23 1.69 In/h RI5 Rain Bird PEB I" Shrub Spray 32.86 52.36 14.09 1.66 in/h RI9 Rain Bird PEB I" Shrub Spray 32.44 45.97 12.58 1.77 in/h R20 Rain Bird XGZ - 100- PRB -GOM I" Area for Dripline 34.50 45.21 5.47 1.55 in/h R21 Rain Bird PEB I" Turf Spray 31.82 42.53 5.60 2.29 In/h VALVE SCHEDULE- MITIGATION BUFFER NUMBER MODEL Flow Available: SIZE TYPE PSI PSI a POG GPM PREGIP TI ROM Bird XGZ - 100 - FRB -COM Service Line Size: I" Area for Dripline 38.59 49.40 4.79 1.55 in/h T2 Rain Bird PGA Globe, Temporary Irrigation I" Shrub Rotary 46.53 57.52 5.94 0.42 In/h T3 Rain Bird PGA Globe, Temporary Irrigation I" Shrub Rotary 51.17 65.34 17.43 0.25 in/h T4 Rain Bird PGA Globe, Temporary Irrigation I" Shrub Rotary 48.58 61.31 13.28 0.21 in/h CRITICAL ANALYSIS -BANK SITE Generated: 2014 -10 -13 15:32 P.O.G. NUMBER:01 Water Source Information: iiJS "AW-VZ0IWTi 31l? water Meter Size: I" Flow Available: 19.31 gpm PRESSURE AVAILABLE w Static Pressure at POO: 70.00 psi Elevation Change: 5.00 ft Service Line Size: I" Length of Service Line: 20.00 ft Pressure Available: 66.00 psi DE51614 ANALYSIS 5.00 ft Maximum Station Flow: 19.03 gpm Flow Available at POO: 19.31 aom Residual Flow Available: 0.29 gpm Critical Station: 55 Design Pressure: 40.00 psi Elevation Loss: 0.00 psi Friction Loss: 1.12 psi Fittings Loss: 0.11 psi Loss through Valve: 2.47 psi Pressure Req. at Critical Station: 4311 psi Loss for Fittings: 026 psi Loss for Main Line: 2.59 psi Loss for POO to Valve Elevation: 0.00 psi Loss for Bockflow: 6.50 psi Loss for Master Valve: 3.90 psi Loss for Water Mater: 1.43 psi Critical Station Pressure at POO: 58.39 psi Pressure Avallable: 66.00 151 Residual Pressure Available: 7.61 psi REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION 1❑ FINAL CONTROLLER AND RAIN SENSOR LOCATIONS T.B.D. 210 PIPE AND EQUIPMENT SHOWN IN PAVED AREAS FOR GRAPHIC CLARITY ONLY. INSTALL IN LANDSCAPED AREA. FINAL METER LOCATION T.B.D. COORDINATE WITH CIVIL. SYSTEM DESIGN ASSUMES P METER WITH I" COPPER SERVICE LINE BETWEEN MAIN AND METER. 70PSI DESIGN PRESSURE PROVIDED BY CIT' OF RENTON PUBLIC WORKS MAINTENANCE DEPARTMENT ON SEPTEMBER 16, 2014. CRITICAL ANALYSIS - RESIDENTIAL SITE Generated: 2014 -10 -13 15:35 P.O.G. NUMBER:OI Water Source Information: w FLOW AVAILABLE a Water Meter Size: I" Flow Available: 19.31 gpm PRE55URF AVAILABLE Q Static Pressure at POO: 70.00 psi Elevation Change: 5.00 ft Service Line Size: I" Length of Service Line: 2000 ft Avail Pressure able: 66.00 psi DESIGN ANALYSIS a Maximum Station Flow: 17.43 gpm Flow Available at POC: 19.31 gpm Residual Flow Available: 1.88 gpm Orltical Sttion: T3 Design Pressure: 40.00 psi Elevation Loss: 0.00 psi Friction Loss: 4.72 psi Fittings Loss: 0.47 psl Loss through Valve: 5.97 psi Pressure Req. at Critical Station: 51.16 psi Loss for Fittings: 0.19 psi Loss for Main Line: 1.90 psi Loss for POO to Valve Elevation: 0.00 psi Loss for Backflow: 650 psi Loss for Master Valve: 3.90 psi Loss for Water Meter: 1.69 psi Critical Station Pressure at POO: 65.34 psi Pressure Avallable: 66.00 asi Residual Pressure Available: 0.66 psi R- 377538 Recommended for Approval C� a�<<�ga IOn o L `e �All�' CID2 C4r'0N ARSOt"' 11: Eel dG59W\Irc 58178 U) 0.5 w a r O Q U Z e gb Vl a a O v� y s Z Q N J Z aoo F- 0 LLI CD W 11 F- Z Q of QI 8 U) LLI w a r O Q Z gb C) a Q Z W J Z aoo F- 0 LLI CD W 11 F- Z Q of UU=)V) U) U) Q Q fte 07 -28-14 soak - Peojsot# 45•W 0< z F- J Q Z < J :2 O F- 1 W Lt- Of Sliest # L1 ObF 1 .F a r gb a aoo fte 07 -28-14 soak - Peojsot# 45•W Sliest # L1 ObF 1 .F - GENTERLINE OF DITCH INVA51VE5 TO BE HAND CLEARED IN THI5 AREA - REPLANTING TO BE DETERMINED BY AOA IF NECESSARY AFTER COMPLETION OF INVASIVE REMOVAL HAND CLEAR INVASIVE PLANT SPECIES IN REMAINING ENHANCEMENT AREAS OOT5IDE CLEARING LIMITS 5OUTHEA5T 128TH STREET (KING COUNTY) —� .... will, , pvvv 7v SEW, Y vriYi�l�l l SEE FINAL CIVIL PLANS FOR GRADING IN THE BUFFER — — — — PROPERTY LINE $ EXI5TING BUFFER ENHANCEMENT TO BE 14;101 5F MAINTAINED AND MONITORED WETLAND/BUFFER ENHANGEMENT 9,354 SF r J EXISTING WETLAND TO REMAIN UNDISTURBED 32,127 SF v a v v v a v EXISTING BUFFER TO REMAIN UNDISTURBED 1886 SF BUFFER ENHANCEMENT AREA - IF DEEMED 2,868 SF NECE55ARY BY AOA —x —x— CLEARING LIMITS - -- -SPLIT RAIL FENCE HITH SIGNS WI W3 W4 W6 Recommended for Approval I3y�� Date LIZ" OVERVIEW PLAN PLANTING PLAN PLANTING PLAN 8 DETAILS SPECIFICATIONS 4 NOTES INTERPRETIVE SIGN N GRAPHIC 50ALE (IN FEET) O 20 40 60 80 I O SCALE: 1:40 SENERAL NOTES I. BASE INFORMATION PROVIDED BY ESM GONSULTING ENGINEER5, LLC, 33400 8TH , SUIT'_ 205 FEDERAL HAY, WA R=377539 2 AVE. ��T ON CRADI BY cam, R_`3"7,S y O m va 3Q a�uG< ST 0- w W V O wI_z of 1 O !L V NJ in <z w d_z 'o X B 0 m w $ U a a Vl v. O Q o i. a rb Date O2-28-14 AS NOS Ri Scale Project/ 4540 Q o a�uG< ST 0- w W V O wI_z of 1 O !L V NJ in <z w d_z 'o X B 0 m w a rb Date O2-28-14 AS NOS Scale Project/ 4540 +y °e Sheet # OF 5' 0+ Ii �■■ ��— 111. 1� ,� � � \ - ,a•�ii� — �® ? � ;� � �iii ■ . ,- `-�-_ Rio■ ■ � I ,�,� � � Iii■ \���� d' / a+`, 1. �:�I � ■■■■iii �JI ■ ■i■r - -- ,�`, „� % i■■1l�iiti Q 0 Il ii : i w iiiL ■��: MENNEN mommano �� 0> ;� v _ ti ■i ■ !f. 11 r ?? I ►. •1�.��,r. ���� If ■■ �� ■ ounnom somminom iiii uk Ron MEN man OEM won Now OWN WIN MENEM MEN \� ♦♦ OEM man mom 6155531 elk WOMEN 'i■Y■• ro■■ ■E I ffsEra �� r on MOO w �} a '�. �` ■■ � ■ , d� Ir; /�' ME -. jj a iL� ��el .,, rd uN N 2Q Q .n N a uN �i m PLANT SGHEVU1.E KEY SCIENTIFIC NAME GOMMON NAME DENSITY QTY. 51ZE (MIN) NOTES z O � m x NATIVE EVERGREEN TREES I BUFFER SEED MIX KEY SCIENTIFIC NAME COMMON NAME DEN5I7Y QTY. 51ZE (MIN) NOTES 3 7 TRIFOLIUM REPEN5 WHITE GLOVER 50% Z f I# /1000 SF WITH Ip00# H1000 FIBER MULCH - NO TAGKIFIER AND NO COLOR W PG PIGEA 51TGHENSIS 51TKA SPRUCE 9' O.G. 8 2 GAL. RILL E BUSHY PM PSEUDOT5UGA MENZIE511 DOUGLAS FIR 9' O.G. II 2 GAL. FULL b BUSHY TP THUJA PLIGATA WE5TERN RED CEDAR 9' O.G. 15 2 GAL. FULL b BUSHY NATIVE DECIDUOUS TREES KEY SCIENTIFIC NAME COMMON NAME DEN5ITY QTY. 51ZE (MIND NOTES 3 AM AGER MAGR.OPHYLLUM BIG LEAF MAPLE 9' O.G. 4 2 GAL. SINGLE TRUNK, WELL BRANCHED FL FRAXINUS LATIFOLIA I OREGON ASH A' O.G. 5 2 GAL. SINGLE TRUNK, WELL BRANCHED 5 MF MALUS FUSCA HE5TERN CRABAPPLE 9' O.G. 4 2 GAL. SINGLE TRUNK, HELL BRANCHED PT POPULU5 TRIGHOGARPA BLACK COTTONWOOD 9' O.G. 4 2 GAL. SINGLE TRUNK, HELL BRANCHED NATIVE MULTI -STEM / SMALL DECIDUOUS TREES 3 KEY SCIENTIFIC NAME I COMMON NAME DENSITY QTY. 51ZE (MIN) NOTES AG AGER GIRGINATUM VINE MAPLE 9' O.G. 12 2 GAL. MULTI -STEM (3 MIN) GG CORYLUS GORNUTA WESTERN HAZELNUT 9' O.G. 13 2 GAL. MULTI -STEM (3 MIN) NATIVE SHRUB UNDERSTORY KEY SCIENTIFIC NAME COMMON NAME DENSITY QTY. 51ZE (MIN) NOTES AA AMELANGHIER ALNIFOLIA 5ERVIGEBERRY 610.0. 5 1 GAL. MULTI -CANE (3 MIN) G CORM15 SERIGEA RED-051ER DOGWOOD 610.0. 35 1 GAL. MULTI -CANE (3 MIN) HD HOLODI5CU5 DISCOLOR OCEAN SPRAY 610.0. 3 1 GAL. MULTI -CANE (3 MIN) ' L LONICERA INVOLUGRATA BLACK THIN -BERRY 6' O.G. 4.2(41) 1 GAL. MULTI -CANE (3 MIN) M MAHONIA AQUIFOLIUM OREGON GRAPE 60,0* 35 1 GAL, FULL 1 BUSHY OG OEMLERIA GERASIFORM15 INDIAN PLUM 6' O.G. 5 (2I) 1 GAL. MULTI -CANE (3 MIN) I PL PHILADELPHUS LEW1511 MOCK ORANGE (210.0. 5 1 GAL. FULL d BUSHY PG PHYSOGARPU5 GAPITATU5 PACIFIC NINEBARK 610.0. 21 (18) 1 GAL. MULTI -CANE (3 MIN) R5 RIBES 5ANGUINEUM RED GURRANT 6' O.G. 12 I GAL. MULTI-CANE (3 MIN) N R05A NUTKANA NOOTKA R05E 6' O.G. IQ I GAL. MULTI -CANE (3 MIN) R R05A P150CARPA CLUSTERED R05E 6 O.G. 9 I GAL. MULTI -CANE (3 MIN) W' SALIX 50OULERIANA SGOULER WILLOW 6' O.G. 33 4' CUTTING I/2° VIA. MIN., BARK INTACT I SR 5AM1IBUGU5 RACEMOSA RED ELDERBERRY 6' O.G. 2 I GAL. MULTI -CANE (3 MIN) . 5 5YMPHORIGARPO5 ALBU5 5NOHlEI 6' O.G. & I GAL. "A-TI -CANE (3 MIN) V VACGINIUM OVATUM EVERGREEN HUCKLEBERRY 6 O.G. 32 I GAL. RILL d BUSHY ' THREE GUTTING' PER 5YMBOL O QUANTITIE5 TO BE PLANTED IN NORTHERN BUFFER ENHANCEMENT AREA - NON GRADED - AFTER INVASIVE REMOVAL IF DEEMED I NEGE55ARY BY AOA NATIVE GROUNDCOVER a m fr Q° 4 4 STALE CF la�vnsral reelsaID UWSCAPE AWMTFGT calrrwre uo. � EV+.�sA2✓JO6 KEY SCIENTIFIC NAME GOMMON NAME DENSITY QTY. 51ZE (MIN) NOTES z O � m x I BUFFER SEED MIX Q a m fr Q° 4 4 STALE CF la�vnsral reelsaID UWSCAPE AWMTFGT calrrwre uo. � EV+.�sA2✓JO6 vN 6\ N Lo II � N vN —{I I �I W Z z W H z IL zm�o Z 0- aL K R= 311540 721 1 1 1 17 og Recommended for Approvd By�_SU.1B / W m N m O GRAPHIC SCALE N GENERAL NOTES a (IN FEET) I. BASE INFORMATION PROVIDED BY ESM Date 02-28-14 CONSULTING ENGINEERS, LLG, 33400 8TH Scale AS NOTED AVE. 5, SUITE 205, FEDERAL WAY, WA Project/ 4540 98003, (253) 838-6113. O 10 20 30 40 60 2. FOR GRADING IN HET'L4ND BUFFER, SEE FINAL CONSTRUCTION GRADING PLANS BY SCALE: 1:20 FSM, IV /� Sheet # OF S S �e g >gy i� 1 r; 'v$ A KEY SCIENTIFIC NAME GOMMON NAME DENSITY QTY. 51ZE (MIN) NOTES z GAULTHERIA 5HALLON 5ALAL 3' O.G. 211 1 GAL. RILL b BUSHY x I BUFFER SEED MIX Q SCIENTIFIC NAME COMMON NAME % SEED BY WT. I FE5TUGA RUBRA RED FESCUE 50% 7 TRIFOLIUM REPEN5 WHITE GLOVER 50% Z f I# /1000 SF WITH Ip00# H1000 FIBER MULCH - NO TAGKIFIER AND NO COLOR W vN 6\ N Lo II � N vN —{I I �I W Z z W H z IL zm�o Z 0- aL K R= 311540 721 1 1 1 17 og Recommended for Approvd By�_SU.1B / W m N m O GRAPHIC SCALE N GENERAL NOTES a (IN FEET) I. BASE INFORMATION PROVIDED BY ESM Date 02-28-14 CONSULTING ENGINEERS, LLG, 33400 8TH Scale AS NOTED AVE. 5, SUITE 205, FEDERAL WAY, WA Project/ 4540 98003, (253) 838-6113. O 10 20 30 40 60 2. FOR GRADING IN HET'L4ND BUFFER, SEE FINAL CONSTRUCTION GRADING PLANS BY SCALE: 1:20 FSM, IV /� Sheet # OF S S �e g >gy i� 1 r; 'v$ A FL r )_C I _ II lwmm�l ,1� 1 REMAIN _ i i� co.� .816 v ��.// *,! TIN' •' �!!,.�����! 1■ MA.GIi 3' DEE 24' DA RING t= i - - - - - -- - - - - -- - -- \ \ 182 SST. FT`, EXISTING B11FFEi2•� \ \`• ,'\ I I \ •'ENHANCEMENT AREA TO BE MAINTAINED AND MONITORED • WITH NEW ENHANCEMENT AREA \ �, '•`\ \ \ 1 - FOR A MINIMUM OF FIVE YEARS. ALL INVASIVE PLANTS WILL BE REMOVED V A= , \V —'-' - (FROM THIS AREA AT TIME OF PLAN IMPLEMENTATION. EXISTING GATEGORY 2•\ 1 \. . - WETLAND TO REMAIN \\ YRACT "A 'I 1 4' CEDAR CHIP •.\ - .TRAIL TO BE • I \ • .LOCATED. \- AMONGST EXISTING \ •\ \ _ °- I\ VEGETATION \ V \ `, \ APPROXIMATE � •\ \ `- I CENTERLINE OF - I o MAPLEWOOD Ir_ � b N NGPA SIGN PER CITY OF RENTON v ° lb STANDARDS 2 6 x b' SPLIT CEDAR VVI "44 O R .E v 2 Csty I I '553 B �2 x b' SPLIT CEDAR I I E I� ZI e' � a � rA z — Q b I m '� `) - PITGFI SURFACE TO DRAIN Cn g It �FINISFED ELEVATION (/� 8 z w '•FF+ � coNCRErEFOOnNG r•. —BACIT-ILL WITH NATIVE SOIL d v 4 . •,• COMPACT® GRAN TAR SUB -BASE �- 3 o°I12'�' O z POST CONNECTION ° SPLIT -RAIL CEP AR FENCE DETAIL 516N ¢ g M —�—m EXCAVATE TRENCH 6' DEPTH WITH 5 LINE TRAIL ON BOTH SIDES WITH \V� RECYCLED PLASTIC BROWN ED61NG ■ ,. /° ,, III —III III III 3 VERTICAL 51DEIII III III —I � 1- �" _III III III III III III III III I I III —III 'T ^'E `F ' =11 III: III =1 I_I -1 1 =1 I- n =1 1= T / — III -III b' CEDAR CHIPS � C AE CATBIE l'll1VB[ — / E�IlS�IY/3lJ06 CEDAR CHIP TRAIL DETAIL GREEK EXISTING �• - - \ �.• I / - \ x ;\\ BUFFER TO t .• ` \ I / • _ - •\ \ \ REMAIN UNDISTURBED 1 _ •� I I / / \ - - _ _ •_\ \ �.. \ \ EXISTING BUFFER TO REMAIN UND15TLIRBED SET TREE/SIRUB 5TRAISHT AND PLACE ROOTBALL ON SOLID GROUND OR ON COMPACTED BACKFILL. BACKFILL PLANTING HOLE 1/2 FULL WITH NATIVE SOIL, TAMP SOIL TO STABILIZE ROOTBALL. DO NOT DISTURB ROOTBALL. BACKFILL REMAINING PLANTING HOLE PER SPECIFICATIONS. AMEND BACKPILL AS NOTED IN THE INSTALLATION NOTES. FINAL 6RADE. SCARIFY SIDES OF PLANTING HOLE. MAKE SURE HOLE HAS 6000 DRAINAGE. EXISTING NATIVE SOIL. M LCN 24' DI I I \ •\ I / EXISTING CATEGORY 2 WETLAND TO REMAIN- I I II I� EXI5TN(5 FF€R -TO -REMAIN 1)NDI5TU$3E6 i / �SPLTf -RAIL FENCE / ALONG PROPERTY LINE N GRAPHIC 50AI-E (IN FEET) O 10 20 30 40 60 SCALE: 1;20 BAGKFILL PLANTINS HOLE 1/2 FULL WITH NATIVE SOIL, LIGHTLY COMPACT SOIL AROUND ROOTS AND ALLOW WATER TO SETTLE. DO NOT LEAVE AIR POCKETS. BAOKFILL REMAINING PLANTING HOLE PER SPECIFICATIONS. AMEND BAGKFILL AS NOTED IN THE INSTALLATION NOTES. �I:Ww --L72�141 SCARIFY SIDES OF RRNTIN6 HOLE. MAKE SURE HOLE HAS 6000 DRAINAGE. FOR BAFM ROOT PLANTING ON SLOPES, INSTALL PLANT UPRIGHT ON LEVEL 501L TO ASSURE COVER OF ROOTS ON DOWNHILL SIDE OF PLANT. COMPACT SOIL UJDEZ ROOT MAG EGSTIN6 NATIVE SOIL R x 4' TREATED F05T TO BE SET PLUM 13 METAL SnRRP5 SECURED TO POST WITH 5 1b' DIA. CARRIA6E BOLTS. BASE PLATE TO BE SET I' ABOVE CONCRETE FOOnNG. STIRRUPS TO BE ANCHORED IN FOOTING A MINIMUM OF 12'. FINISHED ELEVATION N 1–I PITCH SUFACE TO DRAIN BACKFILL WITH NATIVE SOIL LI-1 12' MN 5EGTION USE A 24' STEEL_ BAR OR MARLIN SPIKE AT LEAST 1/2' DIA AS A PILOT WHEN PLANTING CUTTING IN DENSE OR GRAVELY SOILS. INSERT SPIKE TO A MIN. OF 16'. INSERT CUTTING AND TAMP SOIL AROUND BASE INSERT CUTTING MANUALLY INTO PILOT HOLE TO A DEPTH OF AT LEAST 15'. LEAVE A MIN. OF 30' OF CUING ABOVE GROUND SURFACE TO ALLOW FOR SUCOESGFUL SPROUTING OF LEAVES. NOTES: I. CUTTING SNAL1_ BE SPECIES AS NOTED IN THE PLANT SC+EDULE. 2. CUTTINGS SHALL BE AT LEAST 1/2' VIA. AND W (min) IN LENGTH. 3. CUTTING MST BE ALIVE WITH SIDE BRANCHES CLEARLY REMOVED AND BARK INTACT. CUTTING SHALT_ BE PLANTED WITHIN 24 HOURS OF CUTTIN6. I. THE BUTT FADS SHOULD BE CLEANLY CUT AT AN AN6LE FOR EASY INSERTION INTO THE SOIL THE TOP SHOULD 13E OUT SGIUARE OR BLUNT. i. CUTTINGS MST BE FRESH AND KEPT MOIST AFTER OJTTING THEY SHOULD BE PRUNED AND INSTALLED THE SAFE DAY. i. DIP BOTTOM OF O MN6 IN A PLANT ROOTING HORMONE PRIOR TO INSERTION INTO THg SOIL R- 377541 Recommended for Approval GENERAL NOTES I. BASE INFORMATION PROVIDED BY E5M GONSULTING ENGINEERS, LLG, 33400 &TH AVE. 5., SUITE 205, FEDERAL WAY, WA 4&003, (253) &3& -6113. 2. FOR GRADING IN WETLAND BUFFER, SEE FINAL CONSTRUCTION GRADING PLAN5 13Y ESM. CD' 0- -3/ 0- to Z J W v Q ci z W HN tZ_ j T at- Z M <O 7--7- >, > tl5l 7 qT D S w m N O � j �e Date 0T -2&-14 AS NOTE ° Scale Project# 4540 � Sheet # OF 5 q ®S PART 1 - PLANTING Plants shall be Installed between Dec. I and March 31 following grading and clearing of Invasive plats, which should be done during the dry season GENERAL CONDITIONS In the mitigation area(s), the Contractor shall remove weedy or exotic Invasive species roots 4 tops (e.g., Scot's brown, English Ivy, Himalayan and evergreen blackberry, reed conarygrass, purple loosestrlfe, hedge bindweed (morning glory), Japanese knotweed, Canada thistle, and creeping nightshade) by manual or chemical means (as approved by regulatory agencies) prix to plant Installation. Within the existing buffer erilho nc sment area to be maintained and monitored, which was planted approximately two yeas ago, the landscape contractor shall remove, by had, all Invasive species listed above. Contractor shall verify that plant Installation conditions are suitable within the mitigation wa4a). Any unsatisfactory conditions shall be corrected prior to start of work. ylhen conditions detrimental to plait growth are encountered, such as rubble flit, adverse drainage conditions, significant vegetation, or obstructions, Contractor stall notify AOA prior to planting. Beginning of work constitutes acceptance of conditions as satisfactory. Plants Installed In undisturbed areas shall be Integrated with existing native vegetation, and planted In a radon, naturalistic pattern. TOP501L PLACEMENT. TRAIL. FENCE d 51GN INSTALLATION Glean, native topsoil from the cleared portlions of the site, shall be placed within the enhanced buffer per the site civil engineer's grading peas. TESL facilities shall be In place prior to placement of topsoil. AOA shall stake centerline of troll after topsoil placement. Contractor shall over - excavate graded buffer areas 4' to allow for placement of 4' of Imported compost over all topsolled areas (outside trail). Compost Mall be tilled Into the top &' of newly placed soil to create a minimum of 12' of vlable planting medium. AOA to review tilling prior to seeding. In the existing buffer enFlalcement areas to be maintained, AOA shall stake troll centerline. Any shrubs located within 4' of the centerline shall be relocated to other areas within that enhancement area during the planting season (November - MarchW. Upon completion of the troll tnstallation, contractor shall construct splltKroll fence per Detail I on Sheet W3 along the buffer boudary of the entire project upon completion of planting at the locatlan surveyed by the project engineer . AOA shall approve fence locatlon prior to construction. Contractor shall Install Native Growth Protection Area (NGPA) signs (per Detail I on Sheet W0 after fence construction. Sign shall be Installed per City of Renton standards. Upon completion of fence and troll Installation, all topsolled areas shall be seeded with the mix specified In this plan set. An Interpretive sign shah be designed by AOA and prior approved by the City of Renton prior to Installation. The sign shall be provided by AOA and Installed by the landscape contractor per the Detail 3 on Sheet 1-3 at a location staked by AOA, CONTRACTOR TO VERIFY PLANT SGHEDULE WITH PLAN Contractor Is responsible to verify plant locations and quantities of plants on the Plat Schedule with those represented on the plan. Actual plant quantities shown on plans are to prevail over quantities shown on the Plant Schedule In the event of a discrepancy. LOGATE/STAKENERIFY PLANTING AREAS Contractor shall field locate, stake, and verify planting areas and configurations prior to planting. AOA shall review and approve locations prior to planting. Proposed location of trees and shrubs shall be staked and Identified with an approved coding system or by placement of the actual plant material. For large groupings of a single species of shrub, Contractor may stake the planting boundaries. AOA shall review and approve locations of all plants and plant groupings prior to planting. APPROVE PLANTING LOCATIONS AND SPACING Planting locations shown an planting plans are approximate, based on anticlpated site conditions. Actual planting locations may vary from those shown due to final site auditions and locations of existing vegetation. Nevertheless, any variations from the planting plan will require prior approval by AOA. Plant spacing for species listed Is to be random ( naturalistic), and not In a regular grid pattern. On- center spacing called out on plant Ilst Indicates on average spacing dimension. For example, when the plan calls for 36' O.G., spacing shall vary from 30' -42' O.G., with an average spacing of 36 Inches. AOA shall review planting locations and spacing prior to plant Installation. 5hriubs shall be Installed a minimum of 2' from fence and trees a minimum of 4' from fence. PART 2 - PLANT MATERIAL 5TANDAR05 PLANT MATERIALS ADA shall examine plant material prior to planting. Any material not meeting the required specifications shall be Immediately removed from the site and replaced with like material that meets the required standards. Plant material shall meet the requirements of State and Federal laws with respect to plant disease and Infestations. Inspection certificates, required by law, shall auornpoy each and every shipment and shall be Submitted to ACA upon Contractor's receipt of plant material. Plant materials shall be locally grown (western WA, western OR, or western BC), healthy, bushy, In vigorous growing condition, and be guaranteed true to size, name, and variety. If replacement of plant material Is necessary due to construction damoge or plant failure within one year of Installation, the sizes, species, and quantities shall be equal to specified plants, as Indicated on the plans. Plants shall be nursery grown, well - rooted, of normal growth and habit, and free from dsease or Infestation. AOA reserves the right to require replacement or substitution of any plants deemed unsuitable. Trees shall have uniform branching, single straight trunks, (unless specified as multi- stemmed), and the central leader Intact and undamaged. Balled and burlcpped stock shall have been root - pruned at least once within the previous two years, and the plant stock shall have been grown In a container for at least one full growing season. Container stock shall be fully rooted but not root - bound. Plant material with damaged root zones or broken root balls will not be accepted. Coniferous trees shall be nursery grown, full and bushy, and with uniform branching and a natural non - sheared form. Original central leader must be healthy and undamaged. Maximum gap between branching shall not exceed q', and length of top leader shall not exceed 12 ". Shrubs shall hove a minimum of three stems and shall be a minimum height of 18 Inches. Contractor shall submit documentation that specified plant materials have been ordered and secured. A list of supplier names, addresses, phone numbers and the storage /growing location of the materials shall be submitted to AOA within 30 days of contract award. SUBSTITUTIONS Substitutions of specified plant species, size, or condition will be allowed only If prior written approval Is obtained by AOA and regulatory agencies prior to ordering material. Bareroot stock of equal size to specified container plantings may be substituted for deciduous container plantings when available, but only with prior approval by AOA. Evergreen plant material shall be container only. VERIFY NURSERY STOCK CONDITION ACA shall Inspect plant material at the job site, Including previously tagged trees, for compliance with required standards for plant size and quolITty prior to planting. This Includes, but Is not limited to, size and condlEIo of rootballs and rootsystems, presence of Insects, latent injuries and defects. Trees must be untled and separated for Inspections. AOA reserves the right to refuse cng/oll plant material any time prior to final acceptance If It is determined that such material does not meet the specifications as described herein. Rejected material shall be Immediately removed from project site. VERIFY Plants shall be stored In a manner necessary to support their horticultural requirements. Plant material stored on -site shall be protected from Balled and weather damage, construction activity and the public. burlapped material which cannot be Installed immediately shall be "heeled -In" to prevent desiccation prior to planting. Rootballs shall be protected by covering with moist soil, mulch or sawdust and watered as necessary. Plant specimens shall be kept moist (wetland species saturated) and shaded until the actual time of plant Installation. Immediately after planting, soils In the planting area shall be saturated to prevent capillary stress. PART 3 - PLANT INSTALLATION SOIL PREPARATTOWAMENDMENT5 Prior to Installation of plantings, all construction debris and any other nonnative material shall be removed from the mitigation area. Trees and shrubs shall be pit planted as shown In details on Sheet 1-3. A soil moisture retention agent (polymer) shall be Included in planting backflll per manufacturer's specification. In all planting areas, after placement of stockpiled topsoil, all planting pits shall be backf[lied with a 30nO mixture of Pacific Garden Mulch (PGM) and the native soil from the planting pit. MULCH A 3' layer of composted hog -fuel or imported medium course bark mulch shall be placed around the base of each new tree (36" dla. ring) and shrub planting (24" dia. ring) for erosion, weed control, and moisture retention. Within grouiidcover areas, mulch shall be spread at 3" depth continuously throughout bed. STAKING Trees shall be staked with at least one stake and attached at a height of approximately 3/4 the height of the tree. Contractor shall remove stakes at the end of the one -year guarantee period, unless otherwise directed by AOA. ;rZ la TEMPORARY AUTOMATIC IRRIGATION SYSTEM Contractor shall Install an above ground temporary Irrigation system per Drawings Lb -LIO. Client shall provide water and electricity for the system. Irrigation Is required within the mitigation area(s) for at least two growing seasons following planting to ensure adequate establishment of plant material. The Maintenance Contractor shall be responsible to activate, winterize, maintain, and to continually verify adequate operation of the temporary Irrigation system. System function (Including electronic valve and controller function) shall be Inspected for operation and full coverage of all planted areas during each maintenance visit. The system shall be repaired Immediately If found to be damaged or malfunctioning. The system shall be activated by June 15 and winterized by October 15. If hot dry weather occurs either before or after these dates, the Irrigation system shall be activated earlier In the season or remain active later Into the fall. During the first year after Installation, the Irrigation system shall be programmed to provide Y2" of water every three days. Irrigation rates may be Increased as necessary during prolonged periods of hot, dry weather to prevent plant mortality. During the second year after Installation, irrigation shall be programmed to provide)z" of water once a week. However, If more than 10% of plant replacement occurs, watering rates will be maintained at a rate of Xz" of water every three days for the duration of the monitoring period. A chart describing the location of all Installed or open zones and corresponding controller nuntere shall be placed Inside the controller and given to the Owner's representative. The Irrigation bid shall Include a one -year warranty against defects In materials and workmanship from the date of final project acceptance. The warranty shall Include system activation and winterization for the first year and Immediate repair of the system If It Is observed to be malfunctioning. INSTALL 5PLIT -RAIL FENCE AND 51GN5 Contractor shall construct split -call fence per Detail I on Sheet NS along the buffer boundary where It has not been removed upon completion of planting at the location surveyed by the project engineer . AOA shall approve fence location prior to construction. Contractor shall Install Native Growth Protection Area (NGPA) signs (per Detail I on Sheet H3) after fence constnvction. Signs shall be Installed P er City of Renton standards. Q- 1 I a lit i/�• - Contractor shall exercise care to protect from Injury to trunk, roots, or branches, of any trees or shrubs that are to remain. Any living woody plant that Is damaged during construction shall be treated within 24 -hors of occurrence. AOA shall be notified immediately of Inodent. 'Wound Moping' to Include evenly cutting broken branches and damaged tree bariL AOA shall be notified, and Contractor shall prune wounded portions of plant Immediately after damage occurs. Injured plants shall be thoroughly watered and additional measures shall be taken, as appropriate, to old In plant survival. GLEAN -W Contractor shall be responsible for the removal of construction materials and debris on the site following Installation of plant materials. PLANT WARRANTY Contractor's warranty shall Include replacement of plants (sane size and species shown on the drawings) that prove either to be mislocated or unsuitable as to plant material standards. Except for loss due to excessively severe climatological conditions (substantiated by 10 -year recorded weather charts), Installed plant materials are required to be guaranteed for one year against defects and unsatisfactory growth, except for cases of neglect by Owner or abuse /damage by others. Plants replaced shall be reinitlated under plant guarantee conditions. chancier, or modifications to this plan must receive prior approval FINAL ACCEPTANCE Upon completion of planting, the Contractor shall provide AOA with a set Of clearly marked prints designating the actual locations of plantings within the mitigation area. Contractor shall keep a complete set of prints at the job site dunhq construction for the purpose of red -lining' changes or modifications to the approved plans and shall update said information on a dally basis. AOA shall approve planting locations. If Items are to be corrected, a punch list shall be prepared by AOA and submitted to the Contractor for carpletlon. After punch list Items have been completed, ADA shall review the project far final acceptance of plan Impiementatlon. The date of final acceptance shall constitute the beginning of the one -yea- plant guarantee period. MAINTENANCE Contractor shall review landscape maintenance recommendations with a qualified wetio d biologist from AOA who Is fa ililar with the stated goals and objectives of the mitigation plan. Contractor shall maintain trees and shrubs, as needed, for a period of one year from final acceptance, to maintain healthy growth and habitat diversity, Including a) tighten and repair tree stakes, b) reset plants to proper grades and upright positions, and c) correct drainage problems as required. Contractor shall be responsible for watering plants Immediately upon Installation, and again over the entire planting area upon completion of landscape Installation. Irrigation 15 required within the mitigation area for at least two growing seasons following planting to ensure adequate plait establishment. Contractor shall remove tree stakes and guy wires two years after Installation unless receiving written permission from AOA to remove stakes and guy wires one year after Installation. Contractor shall correct erosion and drainage problems as required Contractor shall remove slit fencing upon receiving written permission to do so by AOA, usually one year after the Agencies have approved the mitigation constructlon. Restore the area by had seeding with seed mix consistent with that used on adjacent planted areas. Contractor shall remove Irrigation system 2 -years after planting Upon completion of the one year maintenance, an Inspection by AOA Shall be conducted to confirm that the mitigation area was properly maintained. If Items are to be corrected, a punch list shall be prepared by and submitted to the Contractor for correction. Upon correction of the punch list Items, the project shall be reviewed by AOA for final closeout of plan Implementation. PART I: BAGKCROUNIP Scope of this plan Includes paths within Tract a Including the troll, fence and plain Mtallation as depleted on this approved plan set dated 09 -26 -2014, Areas outside of the plating ecotlors are not covered under this plan and are part of the previously approved NSPA for the Rbera Balko Short Plat recorded on 04-09 -200q. PART 2, FINAL AGGEPTANGE Upon letlon of the planting the Landxgx contractor shall provide AOA with a set of cl� marked prime designating the actual locations and quantttles of plantings within the mitigation areas. Landscape contractor shall keep a complete set of prints at the Job site during construction for the purpose of red - links' dhanes or modiflcati ns to the approved plans and shall update sold Information on a dally basis. AOh shall approve planting locations. If Items ore to be corrected, a punch list shall be prepared by AOA and submitted to the Landscape contractor for completion. After porch list Items have been completed, AOA shall review the project for final acceptance of plan Implementation. After ccceptance has been obtained, La dsccpe contractor shall provide in-built draw" to AGA of planted material. AOA shall visit the site upon completion of mltig0lon plan Implementation and provide the tatty of Renton with written corth mnatlon that Installation compiler with this plan. If AOA s e to provide the city of Renton with such verification, an as -Wllt wetland mitigation plan shall be prepared by AOA old ntmttted to the city for review and approval. The date the city of Renton receives AOA written conFirnatlon of Installation pursuant to the final approved mitigation plan, they shall constitute begriming of the 5-9 a malntenahae and monitorng period. PART 3. ONE -YEAR WARRANTff MAINTENANCE As part of the cmehvction budget for the project, the landscape contractor shall maintain the mitigation work drip corstrvctlon and fora period of cne-ye after canstructlon. Mainterhahce shall be conducted according to section 4 below and pursuant to Renton Hunk"] Code to clearly ensure that structures, improvements aid mitnatlon perform satisfactorily for a period of 5 yeas. After warrantee replacemems me completed by the Landscape contractor, the ramnInI g 4 years of mantenarwe shall be completed an pat of the long -term maMenanc , and monitoring budget. PART 4. 1_01,15-TERM MONITORINe < MAINTENANCE SC+IEDULE The monitoring and maintenance program will be conducted for a period of We years, with quarterly reports submitted to the Gty of Renton for the first year after conduction acceptance and anal reports submitted For Yews 2-5. Althou jig the ant" mitigation mew will be reviewed, permanent vegetation sampling plots will be established at selected locations to Incorporate all of the representative plait communities. unities. The some monitoring points will be re- visited each year wlth a record kept of all plod species fond. Vegetation will be recorded an the base of relative percent cover of the dominant species within tine vegetative strata. Photo-points will be established from wnkh photographs will be taken throucjoiA the monitoring period. These photographs will document general appearance and progress In plant community establishment In the erFencamenk ask. Review of the photos over time will provide a visual representation of success of the mitigation plan. PART 5. 60AL, OB.EGTIVES AND PERFORMANCE STANDARD* FOR MONITORING The annoy cical of the mitigation plan is to Increase the buffer fuotors over current bons. To meet this goal, the following objectives ad performance standards have been Incorporated Into the design of the plan. 5.1 - OBJECTIVE A Increase the structural old plat species diversity within the mitigation urea. 52 - PERFORMANCE STANDARD FOR OBJECTIVE A Following every monitoring event for a period of at east We yeas, the mitigation web will contain at least 6 native plod species. Following each monitoring evert, there will be at least an 60% survival rate of all initially planted tree and sh-b species or equivalent replacement of a combination of planted and re-coentzed native speces. 53 - OBJECTIVE B Unit the avant of Invasive and exotic species within the mitigation area. 5.4 - PERFORMANCE 5TANDARD FOR Oe- EGTIVE B After conshvctlon and following every monitoring event fora lod of at lariat five yeas, exotic ad Invasive pint species will be maintained at levels below 15% total cover In all planted areas. These species Include, but are not limited to, Scots broom, Himalayan and evargreari thistle, ari biakbeTy, reed cwnoiWass, morning glory, Jgwnese, knotweed, Englsh Ivy, creeping nightshade. PART 6, LONG -TERM MAINTENANCE SPECIFIGATIONIS Maidenance will be conducted an a routine, year rood bass. Additional maintenance needs will be Identified and addressed following a twice-yearly maIntenaoe review. contngerry measures ad remedial action an the site shall be implemented an an as -needed basis at the direction of the wetland consultant or the owner. 6.1 - WEED CONTROL Routine removal and control of nonyntive and other Invasive plants (egg., Scot's broom, reed cano^ygn ass, Himalayan and evergreen blackberry, Japanese knotweed, English 4, mmi" glary, thistle and weeping nightshade) shall be performed by manual means. 62 - IRRIGATION The over shall ensure that all plants me Irrigated from Jane I through October 31. During &w first ye after Installation, Irrigation should occur at a rake of 1/2' of water two to throe tiros a week During the second year after Installation, Irrigation should occur at a rate of 1/2' of water once a week. However, it more than 10% of plod replacement occurs, No" rates should be maintained at I/2' of NOW twice a week. 63 - MAINTENANCE OF TREES Routh maintenance, of planted trees shall be performed. Measuree Iwlude resetting plants to proper grades and up•k#lt positions. Tall grasses shall be weeded at the base Of plants to pravent engulfment. Weed control should be performed W; had removal, Installation of weed barler cloth with mulch rigs w selective wFiackig. If weed-Jeckig Is performed, great cue shall be taken to prevent damage to desired native species either planted or re- colonized. 6.4 - PRUNING Or WOODY PLANTS woody plants shall only be piled at the direction of the wetland consultad or to remove pest Infestations 64., tent caterpillar). PART 1, GONTIN6194CY PLAN All dead plants will be replaced with the sane species or an approved substitute species that meets the goal of the mitigation plan. Plat material shall meet the sane Bpeclflcatlons as orgtnlly- Installed material. Replant" will not occur until after reason Far failure has been Identified (en, moisture regime, poor plant stock disease, shade /sun conditions, wildlife damage, etc J. Repl itig shall be competed under the direction of the wetlnd consultant, city of Renton, or the owner. R- 371541 Recommended for Approvcd phNxe 2 -IZ- � yid 2 O a m 2 �t °as E: U A a Vl 4 O Q Tr Q o __' r J L- r ..nn Z V■ V Z �nw�z O W IL L Z L lu Z M JI� Q T N N n cdg A W m M 0 0O V a nYS. Date 01 -2&-14 Scale Air NOTED Project# 4540 Sheet # MOF 5 4 7 e< 'o999g999j 14 e'a JA ° r z$ / y u� Yif�.l • ♦ � � �� iYV� � •# ar ,6- ,i r AX�i� I I _ p I ya t . 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