Loading...
HomeMy WebLinkAboutzR-3971SetO 0 W z O !� V z J ry Q Lu LEGAL DESCRIPTION PARCEL A: THAT PORTION OF LOTS 5 AND 6, BLOCK 10, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE, AS ESTABLISHED BY DEED RECORDED MARCH 16, 1971 UNDER RECORDING NUMBER 7103160147. TOGETHER WITH THAT PORTION OF LOT 4, BLOCK 10, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON LYING SOUTHWESTERLY OF RENTON AVE SOUTH. EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR RENTON AVENUE BY INSTRUMENTS RECORDED UNDER KING COUNTY RECORDING NO. 2633591 RECORDED MARCH 16, 1971, UNDER RECORDING NO. 71031601 65. PARCEL B: THAT PORTION OF LOT 7, BLOCK 10, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE, AS ESTABLISHED BY DEED RECORDED MARCH 16, 1971 UNDER RECORDING NUMBER 7103160147. PARCEL C: THE SOUTH 100 FEET OF LOT 3; TOGETHER WITH THOSE PORTIONS OF LOTS 1 AND 2, BLOCK 19, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE, AS ESTABLISHED BY DEED RECORDED JUNE 17, 1971 UNDER RECORDING NUMBER 7106170187. PARCEL D: THAT PORTION OF LOT 3, BLOCK 19, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE, AS ESTABLISHED BY DEED RECORDED MARCH 19, 1971 UNDER RECORDING NUMBER 7103190108; EXCEPT THE SOUTH 100 FEET THEREOF. PARCEL E: LOTS 4, 5, 6 AND 7, BLOCK 19, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION OF SAID LOT 4 LYING NORTHEASTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE, AS ESTABLISHED BY DEED RECORDED MARCH 16, 1971 UNDER RECORDING NUMBER 7103160147. EXCEPT THAT PORTION OF LOT 7, BLOCK 19, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON, LYING WESTERLY OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 7; THENCE SOUTH 87°30'06" EAST 8.15 FEET ALONG THE SOUTH LINE OF SAID LOT 7 TO THE TRUE POINT OF BEGINNING OF SAID LINE; THENCE NORTH 00°22'46" EAST TO THE WEST LINE OF SAID LOT 7 AND THE END OF THIS DESCRIBED LINE, BY KING COUNTY SUPERIOR COURT CAUSE NO. 07-2-33638-9, AND RECORDED DECEMBER 12, 2007 UNDER RECORDING NUMBER 20071212000820. DEVELOPMENT STANDARDS (R-14 MAX. DENSITY: 14 DU/AC MAX. BONUS DENSITY: 30% ABOVE MAX. DENSITY MIN, DENSITY: 7 DU/AC MIN. LOT SIZE: DETACHED DWELLING: 3,000 SF ATTACHED DWELLINGS: N/A MIN, LOT WIDTH: 30, MIN. LOT WIDTH CORNER: 40' MIN, LOT DEPTH: 60' MIN. BUILDING SETBACKS: FRONT MIN: 15' (EXCEPT WHEN ALL SIDE (DETACHED): SIDE (ATTACHED): SECONDARY FRONT: REAR: MAX. BLDG COVER: MAX. IMP. SURFACE: MAX. STORIES; MIN. TREE DENSITY: VEHICLE ACCESS IS TAKEN FROM AN ALLEY THEN 10') 4' 0' 15' 10' 65% 80% 3 4 SIGNIFICANT TREES/5,000 SF APPLICANT/ OWNER/DEVELOPER BLUE FERN DEVELOPMENT, LLC 11232 120TH AVE NE, STE 204 KIRKLAND, WA 98033 (425) 629-3854 CONTACT: JORDAN SALISBURY PLANNER/SURVEYOR/ ENGINEER ESM CONSULTING ENGINEERS, LLC 33400 8TH AVE SOUTH, #205 FEDERAL WAY, WA 98003 (253) 838-6113 CONTACT: PETE GONZALES, PE GEOTECH ENGINEER SITE DATA EARLINGTON TOWNHOMES ROAD AND STORM CONSTRUCTION PLANS prepared f o r BLUE FERN DEVELOPMENT, LLC PLAT NAME: EARLINGTON TOWNHOMES CITY FILE NUMBER: LUA 17-000390 SITE ADDRESS: 13043 RENTON AVE S, 8074 S 132ND ST PARCEL NUMBERS: 214480-0285, -0295, -0487, -0488, -0500 SITE AREA: 181,296 SF (4.16 AC) PROPOSED USE: 60 TOWNHOMES ZONING: R-14 EXISTING USE: GREENHOUSE/NURSERY/ SINGLE FAMILY EXISTING STRUCTURES: TO BE REMOVED AREA IN CRITICAL AREAS: N/A AREA IN CRITICAL AREA BUFFERS: N/A AREA IN PUBLICLY DEDICATED STREETS: 36,141 SF (0.83 AC.) AREA IN PRIVATE ACCESS EASEMENTS: 15,456 SF (0.35 AC.) DISTURBED AREA: 181,296 SF (4.16 AC.) GROSS IMPERVIOUS AREA (PUBLIC): 31,860 SF (0.73 AC.) GROSS IMPERVIOUS AREA (PRIVATE): 18,109 SF (0.42 AC.) NET NEW IMPERVIOUS AREA (PUBLIC): 27,208 SF (0.62 AC.) NET NEW IMPERVIOUS AREA (PRIVATE): 18,109 SF (0.42 AC.) CONTRACTOR IMPERVIOUS SURFACE COVERAGE BASED ON GROSS IMPERVIOUS AREA (PUBLIC): 15.0% IMPERVIOUS SURFACE COVERAGE BASED ON GROSS IMPERVIOUS AREA (PRIVATE): 10.0% TEAK CONSTRUCTION, LLC 11232 120TH AVE NE, STE 204 KIRKLAND, WA 98033 (425) 629-3854 CONTACT: JORDAN SALISBURY CERTIFIED EROSION CONTROL SPECIALIST LEAD (CESCL) ASSOCIATED EARTH SCIENCES, INC. 911 5TH AVENUE KIRKLAND, WA 98033 (425) 827-7701 CONTACT: KURT MERRIMAN LANDSCAPE ARCHITECT ASSOCIATED EARTH SCIENCES, INC. ROOT OF DESIGN 911 5TH AVENUE 7104 265TH ST NW, STE 218 KIRKLAND, WA 98033 STANWOOD, WA 98292 (425) 827-7701 (206) 491 -9545 CONTACT: KURT D MERRIMAN, P.E. CONTACT: DEVIN PETERSON 11232 120TH AVE NE, SUITE #204 KIRKLAND, WA 98033 UTILITY PROVIDERS SEWER: CITY OF RENTON WATER: CITY OF RENTON POWER: PUGET SOUND ENERGY GAS: PUGET SOUND ENERGY TELEPHONE: CENTURY LINK OR VERIZON FIRE; RENTON REGIONAL FIRE AUTHORITY SCHOOL: RENTON SCHOOL DISTRICT #403 NPDES W.A.R. # WAR306125 DOES NOT NCEUDE ASBU ET NEORMAT ON prepared by 33400 8TH AVE S, SUITE 205 FEDERAL WAY, WASHINGTON 98003 Phone: (253) 838-6113 NIrITC 1. SEE SHEET 2 FOR HEARING EXAMINER CONDITIONS OF APPROVAL AND S.E.P.A. MITIGATIONS OF APPROVAL. 0 FIRST SUBMITTAL ESM 08/30/171 SURVEYED: SCALE: VERTICAL: NAVD 1988 1 SECOND SUBMITTAL ESM 11/15/17 DESIGNED: NTS HORIZONTAL: NAD 1983/1991 2 THIRD SUBMITTAL ESM 01/03/18 PDG DRAWN: w1y+1 ` ONE INCH CHECKED: DATU M AT FULL SCALE IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY z o � 00 '1- m 0 Z 'L S 128TH ST �<y �o ti qLF` AIRPORT WAY S 132ND ST S S SITE � G,gN�ST S 2ND ST R S 3RD ST SW SUNSET BLVD VICINITY MAP NOT TO SCALE BASIS OF HORIZONTAL DATUM: WASHINGTON COORDINATE SYSTEM (WCS) — NORTH ZONE (BASED UPON NAD 83/201 1) UTILIZING THE WASHINGTON STATE REFERENCE NETWORK (WSRN) IN DECEMBER OF 2016. BASIS OF VERTICAL DATUM: CITY OF RENTON BENCHMARK 1333 FOUND CASED MONUMENT AT THE INTERSECTION OF S 128TH ST AND 84TH AVE S. 3" BRASS DISC STAMPED AS SECTION CORNER DATED 1937 ELEVATION = 387.35 NAVD 88 SHEET INDEX SHEET NO. DRAWING NO. DESCRIPTION 1 COV-01 COVER SHEET 2 NT-01 PLAT RECOMMENDATIONS 3 LG-01 LEGEND SHEET 4 EX-01 EXISTING CONDITIONS & DEMOLITION PLAN 5 RW-01 OVERALL SITE PLAN / KEY MAP 6 - 7 RW-02 - RW-03 HORIZONTAL CONTROL / SITE PLAN 8 GR-01 GRADING & T.E.S.C. PLAN 9 - 10 GR-02 - GR-03 GRADING PLAN 11 - 12 GR-04 - GR-05 GRADING & T.E.S.C. DETAILS & NOTES 13 UT-01 COMPOSITE UTILITY PLAN 14 RD-KEY STORM DRAIN KEY MAP 15 - 16 FR-01 - FR-02 S 132ND ST FRONTAGE PLAN & PROFILE 17 - 19 FR-03 - FR-05 RENTON AVE S FRONTAGE PLAN & PROFILE 20 - 23 RD-01 - RD-04 ROAD AND STORM PLAN & PROFILE 24 - 25 RD-05 - RD-06 INTERSECTION DETAIL 26 PN-01 VAULT PLAN 27 DT-01 ROAD CROSS SECTIONS & DETAILS 28 - 31 DT-02 - DT-05 DETAILS 32 SS -KEY SANITARY SEWER KEY MAP 33 - 37 SS-01 - SS-05 SANITARY SEWER PLAN & PROFILE 38 SS-06 SANITARY SEWER DETAILS & NOTES 39 WA -KEY WATER KEY MAP 40 - 44 WA-01 - WA-05 WATER PLAN & PROFILE 45 WA-06 WATER DETAILS & NOTES 46 CH-01 CHANNELIZATION PLAN 47 L23 10TH SCALE SHEET LAYOUT 48 L24 LANDSCAPE PLAN AND SITE DETAILS 49 L25 LANDSCAPE PLAN 50 L26 LANDSCAPE PLAN AND PLANTING DETAILS 51 - 52 L27 - L28 LANDSCAPE PLAN 53 L29 LANDSCAPE PLAN AND LANDSCAPE NOTES 54 L30 PLANT SCHEDULE 55 L31 TREE RETENTION AND DENSITY PLAN AO=tb6 q q CITY OF RENTON Nksw Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES ROAD, STORM, SEWER & WATER PLANS COVER SHEET UTILITY PERMIT # 01/23/18 FIELDBOOK: PAGE: DRAWING NO: COV-01 SHEET: 1 OF: 55 U u� OR Q J 00 O O O • • ry n R-397101 07 I O Ld z 0 0 z J Q Ld HEARING EXAMINER CONDITIONS OF PRELIMINARY PLAT/P.U.D. APPROVAL (AUG 8, 2017) 1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS 12. THE APPLICANT SHALL ESTABLISH A HOA FOR THE DEVELOPMENT, WHICH PART OF THE DETERMINATION OF NON -SIGNIFICANCE -MITIGATED, DATED MAY WOULD BE RESPONSIBLE FOR ANY COMMON IMPROVEMENTS. ALL COMMON 8, 2017. FACILITIES, NOT DEDICATED TO THE CITY, SHALL BE PERMANENTLY MAINTAINED BY THE PUD HOA. THE COVENANTS, CONDITIONS, AND RESTRICTIONS (CC&RS) A. THE PROJECT EARTHWORK SHALL BE LIMITED TO SEASONALLY DRIER SHALL PROVIDE THAT IF THE HOA FAILS TO PROPERLY MAINTAIN THE PERIODS (TYPICALLY APRIL 1 TO OCTOBER 31) IN ACCORDANCE WITH THE COMMON FACILITIES AND INTEGRAL ELEMENTS OF THE CITY MAY DO SO AT GEOTECHNICAL RECOMMENDATION MADE BY ASSOCIATED EARTH SCIENCES, THE EXPENSE OF THE ASSOCIATION. THE CC&RS SHALL ALSO PROVIDE THAT INC. THE PROVISIONS PERTAINING TO THE OBLIGATION TO MAINTAIN COMMON B. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE AREAS SHALL NOT BE AMENDED WITHOUT APPROVAL OF THE CITY OF RECOMMENDATIONS FOUND IN THE GEOTECHNICAL ENGINEERING RENTON. THE APPLICANT SHALL PROVIDE DRAFT CC&RS AND HOA FEASIBILITY REPORT COMPLETED BY ASSOCIATED EARTH SCIENCES, INC. INCORPORATION DOCUMENTS FOR REVIEW AND APPROVAL BY THE CURRENT (DATED JANUARY 18, 2017) OR AN UPDATED REPORT SUBMITTED AT A PLANNING PROJECT MANAGER PRIOR TO ISSUANCE OF ANY OCCUPANCY LATER DATE. PERMIT. C. THE APPLICANT AND/OR DEVELOPER SHALL INSTALL DRIVEWAY APRONS IN 13. THE APPLICANT SHALL CONSTRUCT THE PROGRAMMED RECREATION AREAS ACCORDANCE WITH THE CITY OF RENTON STANDARD PLANS 104.2 AND (GARDEN PLAZA, PLAY FIELD, SEATING, AND PATHWAYS) WITH AMENITIES 104 3 IN ORDER TO DISTINGUISH THE PUBLIC ACCESS ROAD (ROAD A) PRIOR TO CERTIFICATE OF OCCUPANCY OF THE FIRST BUILDING. FROM THE PRIVATE ALLEYS (ALLES A-E). 2. THE APPLICANT SHALL PROVIDE AN AFFORDABLE HOUSING RESTRICTIVE COVENANT AND AGREEMENT (THE "COVENANT") UPON SEVEN (7) UNITS PRIOR TO CERTIFICATE OF OCCUPANCY. THE COVENANT IS DESIGNED TO SATISFY THE GRANTING OF THE DENSITY BONUS PROVISION AND SHALL REMAIN AFFORDABLE FOR FIFTY (50) YEARS. THE APPLICANT SHALL SUBMIT TO, AND HAVE APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER, THE COVENANT PRIOR TO OR CONCURRENT WITH BUILDING PERMIT APPROVAL. 3. THE APPLICANT SHALL LIMIT THE SIZE OF THE LOTS TO ONLY INCLUDE THE DWELLING UNIT, PRIVATE DRIVEWAY, PRIVATE AMENITIES, AND PRIVATE OPEN SPACE DIMENSIONS. THE REMAINDER OF THE PARENT SITE SHALL BE PLATTED AS ONE OR MORE TRACTS. INSTEAD OF TRACTS, PEDESTRIAN FACILITIES MAY BE PLACED IN A PEDESTRIAN EASEMENT AS AUTHORIZED BY STAFF. THE PLAT PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 4. THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN THAT PROVIDES THE SPECIES, QUANTITY, PLANTING NOTES, AND PLANT SPACING TO COMPLY WITH THE INTENT AND DIMENSIONS OF THE REQUIRED VISUAL BARRIERS IDENTIFIED IN THE LANDSCAPE CODE. IN ADDITION, ALL REFUSE AND RECYCLING PADS SHALL MAINTAIN A MINIMUM 10-FOOT SEPARATION FROM THE WEST PROPERTY LINE. THE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING AND/OR CONSTRUCTION PERMIT APPROVAL. 5. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPING PLAN WITH THE BUILDING PERMIT APPLICATION THAT MEETS THE MINIMUM TREE DENSITY REQUIREMENTS OF THE TREE RETENTION AND LAND CLEARING CODE (RMC 4-4-130C.9.D). THE REVISED LANDSCAPING PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 6. THE APPLICANT SHALL BE REQUIRED TO ESTABLISH ENFORCEABLE BYLAWS, WITHIN THE HOMEOWNERS ASSOCIATION COVENANTS, CONDITIONS, AND RESTRICTIONS (CC&RS), WHICH REQUIRE PROPERTY OWNERS TO PARK THEIR PRIVATE VEHICLES WITHIN THEIR GARAGES. THE APPLICANT SHALL PROVIDE DRAFT BYLAWS FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ISSUANCE OF ANY OCCUPANCY PERMIT. 7. THE APPLICANT SHALL SUBMIT REVISED PLANS WITH THE BUILDING PERMIT APPLICATION THAT IDENTIFIES THE LOCATION OF BICYCLE PARKING MEETING THE STANDARDS OF RMC 4-4-080F.11. THE REVISED PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 8. THE APPLICANT SHALL SUBMIT A REVISED FLOOR PLAN AND LANDSCAPING PLAN WITH THE BUILDING PERMIT APPLICATION THAT IS APPROPRIATELY SIZED TO ACCOMMODATE BOTH VEHICLES AND REFUSE AND RECYCLING CARTS, BOTH INSIDE AND OUTSIDE THE GARAGE. STORAGE SPACE FOR CARTS SHALL MEASURE AT LEAST TWO FEET BY SIX FEET (2' X 6') IN FLOOR AREA AND SIXTY INCHES (60") HIGH. THE REFUSE AND RECYCLING DEPOSIT AREAS LOCATED OUTSIDE THE UNIT FOR GARBAGE PICK-UP DAYMUST ALSO PROVIDE AN AREA TWO FEET BY SIX FEET (2' X 6') PER UNIT. THERE SHALL BE A DIRECT CONNECTION CONSTRUCTED OF A SMOOTH SURFACE THAT ALLOWS CARTS TO BE SMOOTHLY ROLLED TO THE SPECIFIED PICK-UP LOCATION APPROVED BY REPUBLIC SERVICES. THE GARAGE FLOOR PLAN AND STORAGE PAD AREAS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT AND/OR BUILDING PERMIT APPROVAL. 9. THE APPLICANT SHALL SUBMIT A REVISED GRADING PLAN THAT IDENTIFIES THE ELEVATIONS OF THE TOP AND BOTTOM OF EACH RETAINING WALL TO VERIFY THE HEIGHT COMPLIES WITH THE 6-FOOT HEIGHT LIMITATION. ADDITIONALLY, THE PLANS SHALL CONTAIN A CUT SHEET OF WALL MATERIALS. THE REVISED GRADING PLAN SHALL BE SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER AND PLAN REVIEWER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 10. THE APPLICANT SHALL SUBMIT DETAILED CUT SHEETS WITH THE REVISED LANDSCAPE PLAN OF THE PROPOSED PICNIC TABLES AND BENCHES. THESE AMENITIES SHALL BE DURABLE AND APPROPRIATE FOR NORTHWEST CLIMATE. THE CUT SHEETS SHALL BE SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER. 11. THE APPLICANT SHALL PROVIDE A LIGHTING PLAN THAT INCLUDES A PHOTOMETRIC CALCULATION OF AVERAGE FOOT CANDLES THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY WITHOUT CASTING EXCESSIVE GLARE ON ADJACENT PROPERTIES. PEDESTRIAN SCALE AND DOWN -LIGHTING SHALL BE USED IN ALL CASES TO ASSURE SAFE PEDESTRIAN AND VEHICULAR MOVEMENT. THE LIGHTING PLAN SHALL BE SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 14. THE APPLICANT SHALL PROVIDE A MINIMUM OF 250 SQUARE FEET OF PRIVATE YARD SPACE (MAY INCLUDE PRIVATE BALCONY AREA) PER LOT. A REVISED SITE PLAN AND FLOOR PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF RENTON PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 15. THE APPLICANT SHALL ADD AT A MINIMUM ONE (1) ADDITIONAL ARCHITECTURAL DETAIL AND ONE (1) ADDITIONAL EXTERIOR WALL MATERIAL TO PROVIDE DISTINCTION BETWEEN THE BUILDINGS. A FINAL ARCHITECTURAL ELEVATION PLAN AND MATERIALS BOARD SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF RENTON PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 16. THE APPLICANT SHALL PROVIDE A PERMANENT FOUR FOOT (4') TALL FENCE ALONG RENTON AVE S THAT DELINEATES BETWEEN PUBLIC AND PRIVATE SPACE. A FENCING DETAIL AND LOCATION SHALL BE IDENTIFIED ON THE FINAL LANDSCAPING PLAN. 17. WHERE POSSIBLE, THE APPLICANT SHALL MAINTAIN MOUNTAIN VIEWS FOR PROPERTIES NORTH OF PROJECT SITE. 18. THE APPLICANT SHALL SUBMIT A MATERIALS BOARD WITH THE BUILDING PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL TO CONFIRM THAT SIDING MATERIALS ARE NON -REFLECTIVE TO REDUCE THE POTENTIAL FOR LIGHT AND GLARE. 19. THE APPLICANT'S PROPOSED CONSTRUCTION TRAFFIC CONTROL PLAN SHALL BE FORWARDED FOR COMMENT TO PHYLLIS CHANDLER AND ANY OTHER PERSONS WHO REQUEST A COPY WITHIN 30 DAYS OF THIS DECISION. PUBLIC COMMENTS SHALL BE DUE WITHIN TEN CALENDAR DAYS OF MAILING. 20. 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 TWO (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 TWO (2) YEAR PERIOD. A COPY OF SUCH CONTRACT SHALL BE KEPT ON FILE WITH THE DEVELOPMENT SERVICES DIVISION. 21. PRIOR TO THE ISSUANCE OF ANY OCCUPANCY PERMITS, ALL COMMON FACILITIES, INCLUDING BUT NOT LIMITED TO UTILITIES, STORM DRAINAGE, STREETS, RECREATION FACILITIES, ETC., SHALL BE COMPLETED BY THE DEVELOPER OR, IF DEFERRED BY THE PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR OR HIS/HER DESIGNEE, ASSURED THROUGH A SECURITY DEVICE TO THE CITY EQUAL TO THE PROVISIONS OF RMC 4-9-060. 22. ALL PROPOSED STREET NAMES SHALL BE APPROVED BY THE CITY. 23. THE APPLICANT SHALL INSTALL CROSS -WALKS AS DETERMINED BY PUBLIC WORKS TO BE NECESSARY FOR PUBLIC SAFETY AND COMPLIANCE WITH CITY DEVELOPMENT STANDARDS. 24. ALL LOT CORNERS AT INTERSECTIONS OF DEDICATED PUBLIC RIGHTS -OF -WAY, EXCEPT ALLEYS, SHALL HAVE MINIMUM RADIUS OF FIFTEEN FEET (15'). 25. 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. 26. 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. 27. STREET SIGNS AND SURVEY MARKERS AND MONUMENTS SHALL BE INSTALLED AS REQUIRED BY RMC 4-7-210. ERC S.E.P.A. DNS-M MITIGATIONS MEASURES (MAY 8, 2017) 1. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS INCLUDED IN THE GEOTECHNICAL ENGINEERING REPORT, PREPARED BY ASSOCIATED EARTH SCIENCES, INC. DATED 1 /18/2017 OR AN UPDATED REPORT SUBMITTED AT A LATER DATE. DOES N O T N C E U D E A S B U ET N E O R M AT O N 0 FIRST SUBMITTAL ESM 08/30/171 SURVEYED: SCALE: NM VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 1 SECOND SUBMITTAL ESM 11/15/17 DESIGNED: QM rYV 2 THIRD SUBMITTAL ESM 01/03/18 DRAWN: �L ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION BY DATE AP P R APPROVED: Adva%L [vA C TY OF RENTON • Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES PLAT RECOMMENDATIONS UTILITY PERMIT # 01/03/18 FIELDBOOK: PAGE: DRAWING NO: NT-01 SHEET: OF: 55 co 0) O 4- 0 O Ir- H H Q J O O O R-397102 U Q J I R-397103 TMI+ 1¢ A A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON si BASIS OF HORIZONTAL DATUM: LEGAL DESCRIPTION EXCEPTIONS TO TITLE .....:...:. .......:.........:. ......... "' zYob;sr I - PARCEL A: LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM FIRST WASHINGTON COORDINATE SYSTEM (WCS) NORTH ZONE (BASED UPON WASHINGTON STATE REFERENCE NETWORK - BER Y .';;:':: .`... NAD 83/2011) UTILIZING THE WA THAT PORTION OF LOTS 5 AND 6, BLOCK 10, EARLINGTON ACRE TRACTS, ACCORDING TO THE AMERICAN TITLE INSURANCE COMPANY COMMITMENT NUMBER 4201 2756148 DATED OCTO O 1W:.. 04, 2016. IT SHOULD BE NOTED THAT IN PREPARING THIS SURVEY MAP, ESM HAS T �..i 6s . :. .. Y.e..:lo•� .� ; =,. ,:::: SR IN DECEMBER OF 2016 ,..._. „:..••:.:... :...:.... .............. • (W N) PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON, =.,......:.:•.::,. CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES LYING SOUTHWESTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE AS ESTABLISHED BY 130T DEED RECORDED MARCH 16 1971 UNDER RECORDING NUMBER 7103160147. AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP. ESM HAS WHOLLY HST RELIED ON THE ABOVE REFERENCED TITLE REPORT TO PREPARE THIS SURVEY AND THEREFORE TOGETHER WITH THAT PORTION OF LOT 4, BLOCK 10, EARLINGTON ACRE TRACTS, ACCORDING QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 0 - - TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, Stop sig BASIS O F V E RT I CAL DATUM . EX. SLOPE EASEMENT TO KING WASHINGTON LYING SOUTHWESTERLY OF RENTON AVE SOUTH. W 1-12. NOT REPORTED HEREIN. i...:.. ;... CITY OF RENTON BENCHMARK 1333 - COUNTY PER R/W DEEDS AS EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR RENTON AVENUE BY INSTRUMENTS i DEPICTED ON KCPW SURVEY RECORDED UNDER KING COUNTY RECORDING N0. 2633591 RECORDED MARCH 16, 1971, UNDER 13. SUBJECT TO THOSE COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, Gravel / � FOUND CASED MONUMENT AT THE INTERSECTION OF S 128TH ST AND RECORDING N0. 7103160165. DEDICATIONS AND SETBACKS, IF ANY PER THE PLAT OF EARLINGTON ACRE TRACTS AS GW N0. 18-23-5-18 84TH AVE S. 3" BRASS DISC STAMPED AS SECTION CORNER DATED g - �, ��..:......•,.:,..: ..• .:.:. 9o`O. 1937 co PARCEL B: RECORDED IN VOLUME 15 OF PLATS PAGE 84 RECORDING N0. 19070614493186 IN KING THAT PORTION OF LOT 7 BLOCK 10 EARLINGTON ACRE TRACTS ACCORDING TO THE PLAT COUNTY, WASHINGTON vdP \ �y �' ELEVATION = 387.35 NAVD 88 THEREOF RECORDED IN VOLUME 15 OF PLATS PAGE 84 IN KING COUNTY WASHINGTON LYING PROPERTY CORNER ws ,:.:.::: ':.::...::.:::.:�::. - 00 SOUTHWESTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE, AS ESTABLISHED BY DEED 14-15. SUBJECT TO RESERVATIONS AND EXCEPTIONS REGARDING ALL GEOTHERMAL STEAM AND N:180512.66 RECORDED MARCH 16, 1971 UNDER RECORDING NUMBER 7103160147. HEAT AND ALL ORES AND MINERALS OF ANY NATURE WHATSOEVER, NOT PREVIOUSLY RESERVED, E:1295008.51 s.' ¢ ?n b :: �` IN OR UPON SAID LANDS INCLUDING, BUT NOT LIMITED TO COAL LIGNITE, OIL AND GAS, PEAT, a9P _.' �• Fig. CIV PARCEL C: INCLUDING COAL SEAM GAS, TOGETHER WITH THE RIGHT TO ENTER UPON THE LANDS FOR THE y. a. THE SOUTH 100 FEET OF LOT 3; TOGETHER WITH THOSE PORTIONS OF LOTS 1 AND 2, BLOCK PURPOSE OF EXPLORING DEVELOPING AND WORKING THE SAME AS CONTAINED IN INSTRUMENTS w ,r „+ „ .... \.:.... •, - RECORDED UNDER RECORDING NOS. 2961097 AND 2961097. SAID INSTRUMENTS ALSO RESERVE 19 y: , EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 1 4��'• P1�d. OF PLATSA ROYALTY ON ANY SAND AND GRAVEL THAT MAY BE RECOVERED FROM THE LANDS. SAID , PAGE 84, IN KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE, AS ESTABLISHED BY DEED RECORDED JUNE 17, 1971 EXCEPTION ENCUMBERS THE ENTIRE SITE AND HAS NOT BEEN DEPICTED HEREON. 0 UNDER RECORDING NUMBER 7106170187. \ 16. SUBJECT TO THAT EASEMENT FOR SLOPES FOR CUTS AND FILLS PURPOSES AND THE `9' \. .....:.....:.::';,.. ,..• �� PARCEL D: TERMS AND CONDITIONS THEREOF GRANTED TO KING COUNTY AS CONTAINED IN INSTRUMENT 0 THAT PORTION OF LOT 3 BLOCK 19 EARLINGTON ACRE TRACTS ACCORDING TO THE PLAT s RECORDED UNDER RECORDING N0. 5671904. THE LOCATION OF SAID EASEMENT CANNOT BE z ° �� THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON, LYING DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. SOUTHWESTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE, AS ESTABLISHED BY DEED 0 \,' RECORDED MARCH 19, 1971 UNDER RECORDING NUMBER 7103190108; 17. SUBJECT TO THAT EASEMENT FOR SLOPES FOR CUTS AND FILLS PURPOSES AND THE \ P, •��''":'.:-•'.: :`fir',.. '.::::.;:._.:..0�. I cs 1; EXCEPT THE SOUTH 100 FEET THEREOF. TERMS AND CONDITIONS THEREOF GRANTED TO KING COUNTY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 5671905. THE LOCATION OF SAID EASEMENT CANNOT BE PARCEL E: O \ ;. •:. :.;; 4" DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. LOTS 4, 5, 6 AND 7, BLOCK 19, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT z Sign THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON; 18. SUBJECT TO THAT EASEMENT FOR MAINTENANCE OF WATER SERVICE PURPOSES AND THE �.... /TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING O Green EX. SLOPE EASEMENT TO KING EXCEPT THAT PORTION OF SAID LOT 4 LYING NORTHEASTERLY OF THE SOUTHWEST MARGIN OF N house c Gravel vel RENTON AVENUE AS ESTABLISHED BY DEED RECORDED MARCH 16 1971 UNDER RECORDING N0. 6004770. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. COUNTY PER R W DEEDS AS / NUMBER 7103160147. A.. DEPICTED ON KCPW SURVEY 19. SUBJECT TO THAT EASEMENT FOR MAINTENANCE OF WATER SERVICE PURPOSES AND THE EXCEPT THAT PORTION OF LOT 7 BLOCK 19 EARLINGTON ACRE TRACTS ACCORDING TO THE _ _ - TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING .,��,,.:. N0. 18 23 5 18 PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON, NO. 6051425. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 0 I: .. � \ \ � ':. � �::�::: '::::. ':.:':. `::::.". •:. • :. , ,:_ _,;,•. -.::. O LYING WESTERLY OF THE FOLLOWING DESCRIBED LINE: r7 PARCEL I I ;: ;.:.: :. , . � COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 7; THENCE SOUTH 87°30'06" EAST 20. SUBJECT TO THAT WARRANTY DEED AND THE TERMS AND CONDITIONS THEREOF AS A 2144800295 �00 8.15 FEET ALONG THE SOUTH LINE OF SAID LOT 7 TO THE TRUE POINT OF BEGINNING OF SAID DINSTRUMENT CANNOT BEDETERMIEDFROM THEINSTRUMENT OFRECORD AND RECORDED UNDER OI ITHE EXACT Q O LINE; THENCE NORTH 00°22'46" EAST TO THE WEST LINE OF SAID LOT 7 AND THE END OF LOCATION OF SAID EASEMENT THIS DESCRIBED LINE, BY KING COUNTY SUPERIOR COURT CAUSE NO. 07-2-33638-9, AND IS DEPICTED APPROXIMATELY HEREIN. aLJ �� s ..'.` RECORDED DECEMBER 12, 2007 UNDER RECORDING NUMBER 20071212000820. n 21. SUBJECT TO THAT WARRANTY DEED AND THE TERMS AND CONDITIONS THEREOF AS Greenhouse �O CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING N0. 7103160165. THE EXACT I I PARCEL \ \ :::.' ..: :`.: o LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND 4 IS DEPICTED APPROXIMATELY HEREIN. 2144800285. DEMOLITION NOTES EX. SLOPE EASEMENT TO /. 'A �Q 1. ALL STRUCTURES, FENCES, WALLS, CONCRETE PADS, PAVING, POLES, SIGNS, ETC. TO BE 22. SUBJECT TO THAT WARRANTY DEED AND THE TERMS AND CONDITIONS THEREOF AS ' \\ KING COUNTY PER R W CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7103190108. THE EXACT k, ...-9 ! ..•:•:.• ' :':: / REMOVED FROM THE SITE, AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LOCAL, DEEDS AS DEPICTED ON STATE AND FEDERAL LAWS. LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS DEPICTED APPROXIMATELY HEREIN. KCPW SURVEY NO. 13 2. ALL TREES SHALL BE REMOVED FROM THE SITE. 18-23-5-18 23. SUBJECT TO THAT WARRANTY DEED AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7106170187. THE EXACT 3. REMOVE ALL SIDEWALK IN THE PUBLIC RIGHT OF WALL SURROUNDING THE PROJECT TAKING � - LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND . " CARE TO PROTECT EXISTING FEATURES TO REMAIN (I.E. CURB AND GUTTER DRAINAGE AND IS DEPICTED APPROXIMATELY HEREIN. �Od UTILITY STRUCTURE ET REMOVED TO NEAREST CONSTRUCTION JOINT. 24. SUBJECT TO THAT TEMPORARY WATER SERVICE AGREEMENT AND THE TERMS AND �_. Gravel' ... 4. ALL UTILITIES SHALL BE REMOVED FROM THE SITE AFTER COORDINATION WITH THE Fence transition /.. .. � - \�O ' ':::.::.`.. ;� rL CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING N0. j J-. APPROPRIATE UTILITY PURVEYOR FOR SYSTEM SHUTDOWN REQUIREMENTS AND APPLICABLE 7410090361. Greenhouse gui as SERVICE DECOMMISSIONING TREATMENT (I.E., CAPPING, PLUGGING, REMOVAL, ETC.). g h's. �a 25. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, AS CONTAINED IN THAT INSTRUMENT " " 5. REMOVE CURB DROPSALONG RENTON AVE SOUTH TAKING CARE TO PROTECT EXISTING �.. RECORDED UNDER RECORDING N0. 9101140961. CURB AND ADJACENT PAVING. IMMEDIATELY INSTALL NEW CURB AND GUTTER IN I. ACCORDANCE WITH CITY OF RENTON STANDARDS AND MATCHING EXISTING CONDITIONS 26. SUBJECT TO THAT EASEMENT FOR TELECOMMUNICATIONS FACILITIES AND APPURTENANCES GRANTED TO QWEST CORPORATION, A DELAWARE CORPORATION, ITS SUCCESSORS, ASSIGNS, • \ 6. DEMOLITION ALONG S 132ND ST SHALL BE AS REQUIRED FOR PLANNED PROPOSED LESSEES LICENSEES AND AGENTS AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING IMPROVEMENTS, BUT SHALL BE IN COORDINATION WITH UTILITY PURVEYORS. NO. 20050719000834. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. I I 27. SUBJECT TO THAT RECORD OF SURVEY AND THE TERMS AND CONDITIONS THEREOF AS 6rsv el CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20050722900021 N 1 ` 13 07 7.27 m Greenhouse 1 \ co.. rn I a�. Greenh ouse I.CD 1 Greenhouse i. ..1 I �(i r \ ::>'•':-`.':.`:': .,.:.. : ;•..,\.::.i,dy.... Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) DOES N O T N C E U D E A S B U ET N E O R M AT O N 0 FIRST SUBMITTAL ESM 08/30/17 SURVEYED: SCALE: 1=40' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 1 SECOND SUBMITTAL ESM 11/15/17 DESIGNED: DG 2 THIRD SUBMITTAL ESM 01/03/18 DRAWN: �L ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION BY DATE AP P R APPROVED: N 87°34' 14" W 2662.50' S 128TH ST -S 132ND ST- - 12 ■ 7 n SCALE: 1 " = 40' 40 20 0 40 80 CONTOUR INTERVAL = 2' LEGEND STREET SIGN SIGN TR-S mwo TR-S m TR-S 0 TR-S Pe TR-S " TR-S ❑® ® SEWER MANHOLE STORM MANHOLE ® STORM DRAIN • ® YARD DRAIN 0 > CULVERT WATER VALVE FIRE HYDRANT T P D S G W =o-o-000-o-oo-o-o-oo= WATER MANHOLE WATER METER WA-S NATURAL GAS VALVE POWER POLE POWER JUNCTION BOX ELECTRICAL METER TELEPHONE JUNCTION BOX FOUND CASED MONUMENT FOUND PK NAIL FOUND REBAR AND CAP FOUND IRON PIPE SET TEMPORARY BENCH MARK SET HUB AND TACK UNDERGROUND CABLE TV LINE UNDERGROUND TELEPHONE LINE UNDERGROUND POWER LINE STORM LINE SEWER LINE NATURAL GAS LINE WATER LINE WOOD POST FENCE SPLIT RAIL FENCE GUARD RAIL ROCKERY GROUND BREAK LINE EDGE, ASPHALT EDGE, CONCRETE EDGE, GRAVEL FRANCHISE UTILITY NOTES: 18 1. ALL FRANCHISE UTILITIES SERVING THE DEVELOPMENT WILL BE 0 REQUIRED TO SUBMIT SEPARATE FRANCHISE PERMITS FOR 7 REVIEW AND APPROVAL. 00 2. SEPARATE FRANCHISE PLANS/PERMIST ARE REQUIRED FOR REMOVING OVERHEAD POWER LINES AND UNDERGROUND POWER. w 0 0 KEY NOTES: Z (D TO BE RELOCATED O2 TO BE REMOVED rn L0 u) w 0 0 N Z 94.97' N 2°23'28" E 30.00' N 87°36' 3 2" W\ TIES TO CITY CONTROL SCALE: 1 " = 250' C TY OF AR RENTON Planning/Building/Public Works Dept. CONTOUR ENGINEERING LLC PERFORMED THE TOPOGRAPHIC SURVEY FOR EARLINGTON TOWNHOMES. ESM ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS INFORMATION. IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES EXISTING CONDITIONS & DEMOLITION PLAN UTILITY PERMIT # DATE: 01/03/18 FIELDBOOK: PAGE: DRAWING NO: EX-01 SHEET: OF: 55 co m 0 q- 0 0 r U Q J 0 0 0 r Of a_ R-397104 \\� TMH \ A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON a Wv \wv, ,wv 0 0 � — — S 130T H ST 0 EX. SLOPE EASEMENT TO KING COUNTY PER W _ R/W DEEDS AS DEPICTED ON KCPW SURVEY J NO. 18-23-5-18. TO BE EXTINGUISHED. SHEET RW-02 � � � o.o � II• II• II• II• II• II• II• II• II• . i C/) r Ld 0 r Z 0 ' 10BSBL O � Z 0 0 Z J ry Q Ld 1 1 1 1 1 1 1 1 1 1 1 60' EX. ROW m Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) EX. SLOPE EASEMENT TO KING COUNTY PER R/W DEEDS AS DEPICTED ON KCPW SURVEY NO. 18-23-5-18. TO BE EXTINGUISHED. V I v,r-IVLJ J (MINOR ARTERIAL) SHEET RW-03 NMI 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL DOES \ O T \ C E U D E 2 THIRD SUBMITTAL ASBU ET \FORMAT 0\ NO. I REVISION EX. SLOPE EASEMENT TO KING COUNTY PER R/W DEEDS AS DEPICTED ON KCPW SURVEY NO. 18-23-5-18. TO BE EXTINGUISHED. 1 TRACT AREA TABLE TRACT USE AREA (S.F.) A PRIVATE ACCESS ALLEY & UTILITY TRACT 3073 B PRIVATE ACCESS ALLEY & UTILITY TRACT 3080 C PRIVATE ACCESS ALLEY & UTILITY TRACT 2976 D PRIVATE ACCESS ALLEY & UTILITY TRACT 3481 E PRIVATE ACCESS ALLEY & UTILITY TRACT 2846 F OPEN SPACE 8123 G OPEN SPACE 4271 H OPEN SPACE 1465 1 OPEN SPACE 6344 J STORM DRAINAGE 15581 TOTAL TRACT AREA: 51,240 SF = 1.18 AC PUBLIC ROAD AREA: 36,108 SF = 0.83 AC EX. SLOPE EASEMENT TO KING COUNTY PER R/W DEEDS AS DEPICTED ON KCPW SURVEY NO. 18-23-5-18. TO BE ABANDONED. '- EX. 10'X10' QWEST EASEMENT PER REC. NO. 20050719000834 ten-- ESM 08/30/1 % SURVEYED: SCALE: ESM 11/15/17 DESIGNED: PDG ESM 01/03/18 DRAWN: D++11 CHECKED: BY DATE A P P R APPROVED: VERTICAL: NAVD 1988 10=409 HORIZONTAL: NAD 1983/1991 DATU M ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON • Planning/Building/Public Works Dept. Ill SCALE: 1 " = 40' 40 20 0 40 80 LOT AREA LOT AREA LOT AREA TABLE TABLE TABLE LOT # AREA (S.F.) LOT # AREA (S.F.) LOT # AREA (S.F.) 1 1921 21 1208 41 2127 2 1163 22 1503 42 1963 3 1169 23 2483 43 1187 4 1540 24 1333 44 1187 5 1563 25 1333 45 949 6 1499 26 1333 46 1187 7 2154 27 1333 47 1187 8 1312 28 2916 48 1483 9 1746 29 2463 49 2338 10 1721 30 1333 50 1327 11 2200 31 1333 51 1791 12 2165 32 1333 52 1790 13 1208 33 1333 53 1326 14 1208 34 1688 54 2252 15 967 35 2228 55 1919 16 1208 36 1187 56 1325 17 1208 37 1187 57 1324 18 1895 38 949 58 1732 19 2241 39 1187 59 1731 20 1208 40 1187 60 1675 TOTAL LOT AREA: 93,946 SF = 2.16 AC IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES OVERALL SITE PLAN /KEY MAP UTILITY PERMIT # 01/23/18 FIELDBOOK: PAGE: DRAWING NO: RW-01 SHEET: 5 OF:55 co 0) 0 q- 0 0 U H H Q J co Ir- 0 0 Df a_ R-397105 0 lq- 0 U 40 H H Q J 4 A0� 0 0 0 ry n R-397106 A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON n MATCHLINE - SEE SHEET RW-02 I I STA.=50+00.00, 0.00' T. � BEGIN ALLEY IMPROVEMENTSII II U) cW L 0 10' BSBL _ (TYP.) z II � II 0 z � o N_ Z o 0 V z N N NJ I..L + Q II_ LLJ rn I o STA.=30+00.00, 0.00' T. -- BEGIN ALLEY IMPROVEMENTS II II 19' 20'2018 I I I I ' ♦% \ \ \ \ ' 33' i � N 1 ° 13'07" E 7.27' '0 TRACT C N I 39' 20 20 \ I -PRIVATE ALLEY/ N 87`34'43" W 51 +00 c° o 'C" I ' ' 25 31 ' �S� \ UTILITY TRACT �— — �_ — 1 P. o N I 52+00 \ (2,976 SF) 163.35' T_ — N 87'34'43" W TRACT D `♦ STA.=53+40.79, 0.00' T. 24' — =PRIVATE ALLEY/ 53+00 \ END ALLEY IMPROVEMENTS 20' 20' - 177.44' UTILITY TRACT 20' PUBLIC 20 20 34' _ _ (3,481 SF) rn ♦♦ ` \ UTILITIES 47' EASEMENT CL INT'X �� � 20 20' STA 7+33.15, ROAD A 20' 1 ' 20' S' 25' `♦ ` \ \ PROPOSED RIGHT OF WAY FOR 20PUBLIC RENTON AVE SOUTH. 18 FROM STA. 51 +63.35, ALLEY C & D\ ` \ \ BACK OF EXISTING CURB AND EASEMENT Z \ `♦ GUTTER TYP. 23 24 \ 25 26 \ 2,483 SF) (1,333 SF) (0 2 7 � QQ \ \ r A `�= 1 \ 66 EX. (1,333 SF) (1,333 SF) (1,333 SF) (2,916 SF) Row \ 29 30 31 32 ; \ \ \ (2,463 SF) (1,333 SF) (1,333 SF) (03 3 134 r \ \ \ ` % (1,333 SF) (1,333 SF) (1,688 SF) (0♦ ` \\ \ - \ ` o FN � J ♦ \ 20' 20' 1`� I 20' 20' \ 37 20' 16' 20' 20' 54' `9 II I ` \ 1 o I w 2 34' 20 20, 20' 20' 20' 25' TRACT I �� \ I °I _ =N 20 16' 20' 20' 21 (6,344 SF) ♦ \ 25 � I I \ 35 36 37 - I 2,228 SF) (1,187 SF) 1,1 s7 sF `n 3 8 �°�' 3 g � 40 m ''' 53' I I AREA TO BE DEDICATED ( ) (949 SF) (1,187 SF) LO 41 I ROW (1,187 SF) (WIDTH (2,127 SF) I I 42 �; 43 °' dd m ^ „ TO CITY DT RENTON VARIES ARIES 24' 20' 27' I 1 1 180.50' I — —PRIVATE ALLEY/. — 20' PUBLIC 27 20 36' 1 I UTILITY TRACT (3,oso SF) UTILITIES Q 20_'L I I STA.=33+60.63, 0.00' T. I 31 ' EASEMENT I I oo 21J 26' oc' _ END ALLEY IMPROVEMENTS Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) EX. 10' WATER EASEMENT PER REC. NO.'S 6004770 & 6051425 TO BE ABANDONED TRACT J (15,581 SF) SCALE: 1 " = 20' \ 20 10 0 20 40 00� �� \ <<No O \ 0, 1/ �J 7i \ S� ` 79 \ EX. SLOPE EASEMENT TO KING \\ ��- COUNTY PER R/W DEEDS AS DEPICTED ON KCPW SURVEY NO. ♦ 18-23-5-18. TO BE ABANDONED. 'Q/� �` \ 1 I \ PROPOSED 10' UTILITY EASEMENT 6' 1 20' ' I ----- 2� __26_ 26' 25 , I --- 11.5' R/W- DEDICATION — I N 87°36'32" W 592.3 ' 5 1 1.5' R/W DEDICATION 2+00 I— _ 60' EX. _ o RW o_ ? 4+00 S 132ND ST - I- - (MINOR ARTERIAL) CL INT'X STA 10+00.00, ROAD A = STA. 2+87.79, S 132ND ST 0 FIRST SUBMITTAL ESM 08/30/171 SURVEYED: 1 SECOND SUBMITTAL ESM 11/15/17 DESIGNED:: DOES N O T N C L U D E 2 THIRD SUBMITTAL ESM 01/03/18 Pw DRAWN: DCL AS BU ET NEORMAT ON CHECKED:: NO. REVISION BY DATE 1 APPR APPROVED: SCALE: 1 "=209 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 5+00 • I CITY OF RENTON Planning/Building/Public Works Dept. EX. 10'x10' QWEST EASEMENT, PER REC. NO. 20050719000834 _ 6+00 I— IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES HORIZONTAL CONTROL /SITE PLAN UTILITY PERMIT # 01/03/18 FIELDBOOK: PAGE: DRAWING NO: RW-03 [SHET: 7 OF:55 0 0 0 0 Q D J Of a_ R-397107 (%) LIJ 0 2 z 0 z 0 0 Z_ I ry Q LLI A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON p \ \ 4vwv \ \W oa W V - S 130TH ST 33 LF WALL 4' MAX. HEIGHT CB INLET PROTECTION PER COR STD PLAN 216.30 (TYP.) PROVIDE INLET PROTECTION AT ALL NEW & EXISTING CB'S WITHIN THE CONSTRUCTION VICINITY & A MINIMUM OF 2 STRUCTURES DOWNSTREAM. CONSTRUCTION SEQUENCE NOTE: REFER TO WET SEASON PROVISIONS ON SHEET GR-02 FOR ADDITIONAL 13. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS EROSION CONTROL MEASURES THAT ARE REQUIRED FOR WET WEATHER DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH CONSTRUCTION (BETWEEN OCTOBER 1 AND APRIL 30). STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 1. SCHEDULE A PRE -CONSTRUCTION SEQUENCE WITH THE CITY OF RENTON. 14. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 2. PRE -CONSTRUCTION MEETING. 15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 3. POST SIGN WITH NAME AND PHONE NUMBER OF T.E.S.C. SUPERVISOR (MAY 16. INSTALL STORM DRAINAGE SYSTEM WITH TEMPORARY CATCH BASIN BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). PROTECTION. 4. FLAG OR FENCE CLEARING LIMITS. 17. EXCAVATE AND CONSTRUCT STORMWATER POND. \ 5. INSTALL CATCH BASIN PROTECTION ON EXISTING STRUCTURES AS SHOWN. 18. INSTALL ALL OTHER UTILITIES, CURB, GUTTER, SIDEWALK AND PAVING. 6. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 19. CLEAN DETENTION SYSTEM AS NECESSARY. 20. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE 7. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). STABILIZED AND SEDIMENT CONTROL BMPS REMOVED IF APPROPRIATE. 8. EXCAVATE TESC POND AND INSTALL POND RISER OUTLET. 21, COR INSPECTORS MAY REQUIRE ADDITIONAL TESC MEASURES/BMPS IN ORDER \ 9. GRADE AND STABILIZE CONSTRUCTION ROADS. TO PREVENT OR LIMIT RUNOFF OFFSITE. I\ 10. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT \ DEVELOPMENT. 1 1 . MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF J \ RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. < 264 LF WALL 12. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO 6' MAX. HEIGHT THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS FFE= FFE= ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT 293.99 292.13 290 71 288 32 CONTROL STANDARDS. CERTIFIED EROSION 1-2-3 5 -x \ 4 �-6 285.7 GFF= GFF= GFF= /� GFF 285.01 283.72 ✓� 281.21 L� --- --------- ALLEY E _\ <�0/x 0 O� 1/ GFF= GFF= GFF= GFF= 284.08 284.06 282.98 280.92 280.03 �7_8_Lg FFE=277.21 FFE= - 275.14 \ \ \ FFE=276.00 7�rf -� FFE=276.00 FFE= ■ vvv FFE- - 64 LF WALL 12 -13 -14 15 - 1274.71 276 07 FFE=276.27 5' MAX. HEIGHT 16-17 18 276 31 1 GFF=267.53 GFF=267.72 GFF= 1 9- 2 0- 21- 2 2 \ GFF= GFF=268.60 GFF= \ \ / \ 79 � 267.95 269.42 ------------ IALLEY C --F-=- #-- � \ � -----------------GFF=266.1 1--------GFF-266.31 GF- ALLEY LLEY -D \ I 266.11 �� O GFF= GFF= GFF= GFF= GFF= 1 \ =�F 2 3 - 2 4 '* 2 5 - 2 6 - 2 7 - _/. �� 267.0o 1268.08 268.20 269.01270.05 70.10 28I \ 29 -" 30' 31-r 32 - 33 -6- \ FFE=259.28 FFE=259.00 1257.76 FFE= / _ 34 FFE= FFE= FFE= FFE= \ ` \ 259.44 FFE= FFE= \� \ 259.10 259.87I261.05 261.12 261.51 EQUIPMENT FUELING AND MAINTENANCE AREA --- \\ FFE=254.31 " FFE=254.01 FFE= � /254.02 I.3 5- 36 3 7 3 g ,� 3 g �4 0 41 - r FFE=254.37 „ FFE= II FFE=254.77 �2256.15GFF=247.83 1/GFF=247.29' GFF 42 - 43 - 44 -� 45 - 46 - 4748 j /// 245.90 ITJ GFF=247.21 GFF=247.62 ;; G J 1 E \ \ �� - - 1247. - A L L E Y A / _-------- �- ------ ------------------ I ALL EY ' GFF=246.04 r r- GFF=246.00 B \ \ \\\ GFF=246.00 49 -" 50 - 51 52 53 54 \ GFF=246.01 IGFF=246.00 \I loom___ \ \ \ FFE=238.00 FFE=238 00� _ 5 5= 5 6- 5 7 -5 8 5 g-- 6 0 \ \ \ FFE=237.86-FFE=237.67 FFE=239.32 I >A •-- . \ \ _ - - - B Ow V- - �� \TMH � \ WV S 132ND ST - - -- -- _P"_�, --------------- - - - - - - - - - - - (MINOR ARTERIAL) Vim fWM - - PROPOSED TEMPORARY SEDIMENT TRAP #1, SEE TABLE THIS SHEET, SECTION ON SHEET GR-04 AND DETAIL ON SHEET GR-05 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) w , �WM TEMPORARY CONSTRUCTION PROPOSED TEMPORARY SEDIMENT ENTRANCE PER COR STD TRAP #2, SEE TABLE THIS SHEET, PLAN 215.10 SECTION ON GR-04 AND DETAIL ON SHEET GR-05 l DOES \ O T \ C E U D E A S B U ET \ D O R M AT 0\ 0 FIRST SUBMITTAL ESM 08/30/17 SURVEYED: SCALE: !1 ! 1 =� VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 1 SECOND SUBMITTAL ESM 11/15/17 DESIGNED 2 THIRD SUBMITTAL ESM 01/03/18 DRAWN: DCL ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION BY DATE I AP P R APPROVED: CONTROL SPECIALIST LEAD (CECSL) ASSOCIATED EARTH SCIENCES, INC. 911 5TH AVENUE KIRKLAND, WA 98033 (425) 827-7701 CONTACT: KURT MERRIMAN NOTES: 1. FOLLOW THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT FOR SITE PREPARATION. 2. A SEPARATE BUILDING PERMIT IS REQUIRED FOR ALL RETAINING WALL WHICH EXCEED 4' FROM THE BOTTOM OF THE FOOTING TO THE TOP OF THE WALL. NPDES W.A.R. # WAR306125 CITY OF RENTON Planning/Building/Public Works Dept. co rn 0 0 0 0 SCALE: 1 " = 40' MENNI 40 20 0 40 80 CONTOUR INTERVAL = 2' 0 EARTHWORK QUANTITIES 0 CUT 15,180 CYDS 0 FILL 3,490 CYDS 0 NET CUT 11,690 CYDS I DISTURBED AREA 196,994 SF (4.52 AC.) r�-_ SEE GEOTECHNICAL REPORT FOR STRIPPING REQUIREMENTS Q J AREAS SITE AREA 181,296 SF (4.116 AC.) WORK AREA 195,814 SF 4.50 AC. DIISTURBIED AREA) 195,814 SF (4.50 AC.) 00 Ir- ABBREVIATIONS 0 FFE = FINISHED FLOOR ELEVATION AT FRONT ENTRY GFF = GARAGE FINISHED FLOOR • • AT FRONT OF GARAGE SEDIMENT TRAP: 1 SUB BASIN AREA = 2.37 AC INFLOW 10YR/24 HR = 1.12 CFS SURFACE AREA (REQ'D) = 2,323 SF SURFACE AREA PROVIDED = 2,376 SF TOP OF BERM ELEV. = 240.00 EMERGENCY SPILLWAY ELEV. = 239.00 EMERGENCY SPILLWAY WIDTH = 6.0' TRAP BOTTOM ELEV. = 235.50' TRAP TOP LENGTH = 78' TRAP TOP WIDTH = 39' SEDIMENT TRAP: 2 SUB BASIN AREA = 1.79 AC INFLOW 10YR/24 HR = 0.84 CFS SURFACE AREA (REQ'D) = 1,757 SF SURFACE AREA PROVIDED = 1,856 SF TOP OF BERM ELEV. = 240.00 EMERGENCY SPILLWAY ELEV. = 239.00 EMERGENCY SPILLWAY WIDTH = 6.0' TRAP BOTTOM ELEV. = 235.5 TRAP TOP LENGTH = 70' TRAP TOP LENGTH = 35' NPDES PERMIT # IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES GRADING & T.E.S.C. PLAN UTILITY PERMIT # 01/23/18 FIELDBOOK: PAGE: DRAWING NO: GR-01 SHEET: Q GF:55 R-397108 0 Z 0 F-- 1 V z Q Ld SEE SHEET FR-03 J I \ FOR CONNECTION DETAILS -2-Q-84 \ 297.8 ' TO AlGRADE REA / \\ A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON \ \ 18' \I 1.5' FRAM "O I AREA DRAIN \ TOP=291.33 �O TOE=287.85 1/ RIM=289.85 .•••.• -- I.E.=286.35 A �� ��oll 77i., Ti I _ J 293.99 292.11 FFE= 28R.93 \ 290.71 1 288.32 I \ TOP=290.81 j I TOE=291.67 85. TOP=287.94 \ BLOCK WALL SEE 4 6 1 2 3 I� 11284.08 TOE=283.38 I�rj DETAIL ON SHEET 2 GFF= GFF= GFF= III GR-05 285.80 285.20 283.76 ji GFF= .76 AREA DRAIN i�l 281.44 282.10 TOP=288.00 RIM A DRAIN AREA DRAIN TOP=282.00 \ \ TOE=285.99 y -----T ------ ~'!i RIM=282.50 TOE=281.95 C --- T- - ---- -- -- I.E.=278.06 I.E.=279.00 I I - ---' -�--- `-- � -- 281.72 � TOP=282.00 GRADE TO DRAIN -------'- ----- _ TOE=281.71 B -_-____ RIM-278.94 \ TO AREA DRAIN TOP=286.01 ------ TOE=285.94 - / ALLEYS __ ___ '_--- - / �� 6' MAX. WALL TO BE CONNECT 4"0 WALL ' \ . '� DESIGNED BY OTHERS l DRAIN TO AREA DRAIN SEE ROAD & STORM - ---------------- ` a -------------0.._-____ SHEETS FOR AREA DRAIN CONTINUATION TYP. ---------------- - -' f AREA NiNAB RIM=285.06=__-___� (TYP.) ----------- � • BEGIN ONSITE & OFFSITE I.E.=282.06 - ___\_ - RIM=282.56 TOP=282.98 INTERCEPTOR DITCHES U; ii---- - I I.E.=279.04 TOE=279.64 C GFF= _ / C 284.08 8282.4.06 GFF9 GFF= GFF= \ • li s 280.92 280.03 DRIVEWAY ENTRANCE PER \ o COR STD PLAN 104.1 (TYP.) \ 8 g 10 TOP=280.65 \ f1' DEEP OFFSITE 9; \ TOE=279.26 \ , FFE=277.39 S ' \ ` TOP=280.52 INTERCEPTOR DITCH v AREA DRAIN I FFE= TOE=277.99 W/3:1 SIDE SLOPES I RIM=276.39 PERMEABLE PEDESTRIAN 275.37 / \ \ \ i I.E.=272.8s PAVEMENT SEE DETAIL TOP=277.81 \ TOE=277.94 ON SHEET DT-03 (TYP.) - PUBLIC SIDEWALK PER - �- LI A COR STD PLAN 102 ' -- ------ T-T 275.92 276.30 TOP=277.73 \ 275.96----- r--- -+�----------- _ 274.64 TOE=277.90 275.77 275 92 - ---- - ---- ---- AREA DRAIN I 274.85 274.91 RIM=274.2� TRACT G ' L��J.20 � �� 18" SEAT WALL. 275.93 275.88 275.87 274.94 276.4 TOP=278.00 � TOE=277.90 ------ - 275.21 1 275.61 SEE LANDSCAPE -'-- ---- ---_ 1 277. 277.26 r-------- - ---- 275.23 PLANS FOR 1 ---- ------ -- 277.20 DETAILS -- -rL- ------ TOP=277.5 I AREA DRAIN AREA DRAIN --"-� ---- r RIM=278.69 �i AREA DRAIN / TOE=275.9 RIM=275.57 RIM=275.32 AREA DRAIN --N ten I` ' I.E.=272.07 RIM=275.31 AREA DRAIN I ;-------------------_---- _= LE.=276.69 / LE.=271.61 I.E.=271.13 RIM=274.87 RIM=274.49 li '--L----- - i -- ; / I.E.=270.49 I VVV FFE=276.00 - I.E.=269.58 i FFE= - FFE- FFE=276.27 � � �� TOP=276.37 1 2 1 3 FFE=276.00 274.24 276.07 276.31 TOE=276.09 14 15 Q \ f 1 ' DEEP ONSITE J 1 AREA DRAIN 16 17 18 8"� WALL DRAIN PIPE \ INTERCEPTOR DITCH W/3:1 I RIM=265.91 GFF=267.53 I.E.=264.72 GFF=267.72 GFF= I Q j 1 g 2 21 22 I TRACT H SIDE SLOPES (TYP.) 267.91 _ 0 67F95 GFF=268.60 69 60 -_ --- \ - AREA DRAIN 271. -- �- �-_�_____ � RIM=269.79 -- I.E.=266.29 ' ---------------------------------- ' 271.99 _ ALLEY ---------- �--�----- o , C --- --- 269.93 ----------------------------------------------- ------------------ START 8"� SD OFFSITE _ ' INTERCEPTOR DRAIN AND - '�_ ALLEY ONSITE INTERCEPTOR I Y D u \ DITCH. SEE SECTION A -A DRAIN AREA ------------------------III I � - � - ON SHEET GR-03 I ' _- 5' MAX. WALL TO BE DRIVEWAY ENTRANCE PER DESIGNED BY OTHERS COR STD PLAN 104.1 (TYP.) ; \-------- G GFF=266.11----_---- - GFF=266.31 FF==--__ -_ 266.06 MATCHLINE - SEE SHEET GR-03 1 5' FROM 4' TALL SPLIT RAIL FENCE. SEE LANDSCAPE PLANS FOR DETAILS VARIES 8' PLANTER 4' TALL SPLIT RAIL FENCE. SEE LANDSCAPE PLANS FOR DETAILS 3.51' EX. CURB - SOLDIER PILE W/PRESSURED TREATED LAGGING PER STRUCTURAL PLANS I HIGH MAX.) SECTION A -A SCALE: 1 " = 6' 4' TALL SPLIT RAIL FENCE. rL AT 6" INSIDE _,,PROPERTY LINE. SEE LANDSCAPE \ i PLANS FOR DETAILS DRAIN (TYP.) TOP=295.92 AREA DRAIN \ �� �0E=295.43 � RIM=293.64 TRACT �I I.E.=290.12 8"0 SD PIPE ® 296.12 18" SEAT WALL. SEE I 94•28 S=2.00% MIN. (TYI TOI4.25 94.05 AREA DRAIN TOE=289.68�. LANDSCAPE PLANS _ RIM-290.63 295.86 ` FOR DETAILS I.E.=287.33 \ TOP=295.0 292.50 ` TOE=293.5 � . � A 3.30 293.14 292.70 - 89.10� 7 292.94 ^, Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) DOES NOT \CEUDE ASBU ET \FORMAT 0\ 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL NO. I REVISION ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 Pam' DRAWN: DCL CHECKED: BY I DATE I APPR I APPROVED SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY EXISTING GROUND 8' PLANTER 1 ri EX. CURB & GUTTER SOLDIER PILE W/PRESSURED TREATED LAGGING PER STRUCTURAL PLANS (I HIGH MAX.) PROPOSED CURB & GUTTER SECTION B-B SCALE: 1 " = 6' OFFSITE INTERCEPTOR DITCH SCALE: 1 "=4' TOP=273.43 TOE=272.27 TOP=273.16 TOE=272.77 TOP=269.00 TOE=268.56 \ VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 CITY OF AR RENTON DATU M • Planning/Building/Public Works Dept. PROPOSED BUILDING ONSITE INTERCEPTOR DITCH 0 lq- 0 U SCALE: 1 " = 20' 20 10 0 20 40 0 ABBREVIATIONS: n 0 FIFE = FINISHED FLOOR ELEVATION 0 AT FRONT ENTRY 0 GFF = GARAGE FINISHED FLOOR I AT FRONT OF GARAGE Q NOTES: J 1. FOLLOW THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT BY ASSOCIATED EARTH SCIENCES LLC, (DATED JANUARY 18, 2017) FOR SITE PREPARATION. 2. SEE SHEET GR-05 FOR SEAT WALL AND STAIR DETAILS. 3. SEPARATE BUILDING PERMITS MAY BE 0 REQUIRED FOR REVIEW AND APPROVAL OF THE STAIRS. 0 REFERENCE IBC FOR REQUIREMENTS. 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES GRADING PLAN UTILITY PERMIT # 01/23/18 FIELDBOOK: PAGE: DRAWING NO: GR-02 SHEET: OF: 55 R-397109 A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON n MATCHLINE - SEE SHEET GR-02 ----------------------------------------------- ------ --- -- ; ■ 1 I ` 5' MAX. CONCRETE WALL TO ■ BE DESIGNED BY OTHERS. \ _ ■ - - - ` SEE SHEET GR-02 FOR INFO \ \ ' ALLEY D a ------------------------------------------------- /0-36 TOP=265.52 \ \ SIDE SLOPES (TYP.) I - --- ---------------------- / 0E=264.99 \ GFF=266.1 1 GFF=266.- , ` ` / \ AREA DRAIN 6 ` \N GFF= _ \\ \ \ 266.06 ----- IR.E.=265.50 �� I A 59.50 1 GFF= GFF= GFF= GFF= I.E.= 6.00 \ O ' 2 3 267.00 268.08 268.20 269.01 270.05 GFF= ;� T 265.1 1 \ \ A �)� I A 24 25 26 27 � / 270.10 I � ro 5.01 L 28 �� ° \\ TOP=266.7 t .. J FFE=259.28 FFE= -RIM= \ FFE=259.00 30 TOE-265.5 � -AAA N 257.81 / \ 31 32 33 RIM=266.0 9,7 264.99 ONSITE PERMEABLE PEDESTRIAN PAVEMENT FFE= FFE= FFE= FFE= FFE= I.E.=262.0 - < \ 259.55 259.28 259.96 261.29 FFE= TOP=262\\ N SEE DETAIL ON SHEET DT 03 (TYP.) 261.35 o AREA DRAIN ` \\ \ - '=255.31 - \ 261.65 0E=262.50 ` SCALE: 1 - 20' 2 9.59 TO - \♦ n P�Fi2. Ld 34 TOE 2, 72 ; TOE=260. \ \ \ \ -- - -- --- ---- \ \ \ 20 10 0 20 40 ------- 255.67 -- - - - ------ - - --- - \ \ ° r-,ram C- -- - = AREA N ,\ \ 255.12 254.00 �� 52 \\ \ \ CONTOUR INTERVAL = 2' 25 257.26 I.E.=257.0 \\ 18" SEAT 255.64 255.64 254.52 - ----- ---J---r-r----- 255.58 --- ---- - ---=-- ---- -- ---- --- ----- 257.74 255.38 --------- Z WALL. SEE \ LANDSCAPE i a------ a----� ------ 254.00 2 .00 � � 256.3 256 1 r- \ �\ - ---- -- - oo \ - O PLANS FOR � DETAILS \ TOP=256.7 I TOE=255.2 V ' Z I� - , , , L! Q, LL ] ' , , , , , , , , , , , , , , , , , , , , , , , , , AREA DRAIN RIM=238.63 I.E.=233.94 , , , , START 8" 0 SD OFFSITE INTERCEPTOR DRAIN AND ONSITE INTERCEPTOR DITCH. SEE SECTION A -A THIS SHEET � ALLEY C - - - I` f 1 DEEP ONSITE---"---"----- INTERCEPTOR DITCH W/3:1 --- --- , - � 255.98 i i � ♦ 255.08 I 255.33 255.42 - BUS SHELTER TO BE INSTALLED BY '�----- _----_______�_ ___________________ 256. 256.54 257.02 TR,�CT \ V �� OTHERS WITH B21 SHELTER METRO r -- ♦♦ TRANSIT SPECIFICATIONS. FFE=254.31 ;IPUBLIC SIDEWALK PER -} / -- FFE=254.01 FFE= ; ; COR STD PLAN 102 - -- �� 27 AREA DRAl1�l �` ) , I \ - - -_ / RIM=255.35 -\ 8"0 SD PIPE 254.02 , �I I.E.=251.85 `\♦♦ 35 36 S=2.00% MIN. (TYP.) FFE=254.37 T0P 53.83 / 37 40 �� FFE=254.77 FFE= 3 3 8 3 g 41 256.15 255.47 TOE-2 25 \ GFF=247.83 TOP=253 88 \ SLOPE 1 .5% MAX TO CURB. - GRADE TO DRAIN GFF=247.29 GFF= ;I 42 43 44 45 TOE=253 20 �� 9\\ \ \ ADJUST SIDEWALK GRADE AS 245.92 I� , 46 47 48 TOE=25 \ \ \ �♦ REQUIRED TO ACCOMMODATE (TYP.) TO AREA DRAIN ■ ■ .I GFF=247.21 ------ -L-- -- DRIVEWAY ENTRANCE -----------------T--- J--------- ---- P_ _i GFF=247.6290, ---253.47 COR STD PLAN 104.3 (TYP.) 1 ------------p AREA DRAIN - ------------- \ \ \ }• CONNECT TO -- ' ' --- RIM=2 .35 0 0 0 0 Q J - - - = I.E.=251 35 ; \ ♦♦ ROOF DRAIN A L L E Y A / ----- � -- -- --- , AREA DRAIN \ o RIM=246.41 �--------'----------- ' RIM=248.58 `� \ I.E.=243.86 \ �O ■ I.E.=245.79 ` \\ ■ 1" -- _L ---------- _ GFF=246.04 -- \\ 8" 0 SD OFFSITE GFF=246.00 I =- U `\ \� 0 INTERCEPTOR DRAIN I u ' TRACT J r.. GFF=246.00 4g 50 I GFF=246.01 51 GFF=246.00 52 I �\ • V� FFE=238.00 5 3 54 FFE=238.00 0 55 56 57 \� \♦ .. AREA DRAIN AREA DRAIN I 58 5g 60 �`✓� ' RIM=237.77 RIM_ 237.40 AREA DRAIN \ U \ I ` \ �\ \ �f I.E.=235.77 IRIM R MFFE=239.32 =236.70 FFE=237.67 \ \✓ u� _, \ \ 1 I AREA DRAIN FFE=237.86 I I z I.E.=234.73 AREA DRAIN � SEE SHEET FR-01 RIM=238.07 FOR CONNECTION I.E.=235.30 I DETAILS - - I CB #24, TYPE 2-48" 0 W/SOLID LOCKING LID N=179952.17 E=1295008.29 TG=240.22 - IE=232.79, 8"0 IE=237.30, 8"0 IE=236.97, 12" 0 29 LF, 12" 0 SD- © S=0.50% -E - \ /� 1® ABBREVIATIONS: FFE = FINISHED FLOOR ELEVATION AT FRONT ENTRY GFF = GARAGE FINISHED FLOOR AT FRONT OF GARAGE Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) \ \ � O , ------------ L) -� • - _ -- _ - \ ----------- --------D---------- - - - --- -'�� NOTES: 1. FOLLOW THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT BY ASSOCIATED EARTH SCIENCES LLC, (DATED JANUARY 18, 2017) FOR SITE PREPARATION. 2. SEE SHEET GR-05 FOR SEAT WALL AND STAIR DETAILS. 3. SEPARATE BUILDING PERMITS MAY BE REQUIRED FOR REVIEW AND APPROVAL OF THE STAIRS. REFERENCE 1 BC FOR REQUIREMENTS. DOES NOT NCEUDE ASBU ET \FORMAT ON S 132ND ST (MINOR ARTERIAL) R EXISTING 2 VARIES GROUND i 34 8" 0 SD OFFSITE 2.5' INTERCEPTOR DRAIN �O SECTION A -A 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL NO. I REVISION SCALE: 1 "=4' PROPOSED BUILDING ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 PDG DRAWN: DCL CHECKED: BY I DATE I APPR I APPROVED SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0 VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 CITY OF R RENTON DATUM vto• Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES GRADING PLAN UTILITY PERMIT # 01/23/18 FIELDBOOK: PAGE: DRAWING NO: GR-03 SHEET: OF: 10 55 R-397110 O r W 0 bi 12 O z O 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. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/TESC SUPERVISOR 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 PERMITEE. 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 NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 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 REQUIRING 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 SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. STRUCTURAL NOTES 1. 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. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) WET SEASON PROVISIONS NOTE: THE PROJECT EARTHWORK IS LIMITED TO SEASONALLY DRIER PERIODS (TYPICALLY APRIL 1 TO OCTOBER 31) IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATION MADE BY ASSOCIATED EARTH SCIENCES, INC, (DATED JANUARY 18, 2017). 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. 250 245 240 235 EXISTING GROUND i OVERFLOW i ELEV.=239.00 TOP ELEV.= 240.00 BOTTOM ELEV.=235.50 TEMPORARY SEDIMENT TRAP #1 SECTION A -A SCALE: 1"=20' HORIZ. 1 "= 5' VERT. 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL DOES N O T N C E U D E 2 THIRD SUBMITTAL ASBU ET NEORMAT ON NO. I REVISION 250 245 240 235 250 245 240 235 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 TACKIFIER 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. EXISTING GROUND i i i / TOP ELEV.- OVERFLOW 240.00 ELEV.=239.00 1 BOTTOM ELEV.=235.50 TEMPORARY SEDIMENT TRAP #2 SECTION B-B ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 PDG DRAWN: DCL CHECKED: BY I DATE I APPR I APPROVED SCALE: SCALE: 1"=20' HORIZ. 1"=5' VERT. VERTICAL: NAVD 1988 NM HORIZONTAL: NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 250 245 240 235 Aamb6C TY OF Ap RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES GRADING & T.E.S.C. DETAILS & NOTES UTILITY PERMIT # 01/03/18 FIELDBOOK: PAGE: DRAWING NO: GR-04 SHEET: 11 OF: 55 O O O U Q J LOS" O O O R-397111 0 Nt LU I- LJ J 4'MIN 1' DEPTH 2% 4" ROCK 3 T SETTLING DEPTH 1.5' SEDIMENT STORAGE V DEPTH 314"-1-12" WASHED GRAVEL CROSS SECTION NITS 1'OVERFLOW DEPTH OUTFLOW CHANNEL IF CONSTRUCTED BY T EXCAVATION. FILTER FABRIC FENCING NOTE: MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM `CY PUBLIC WORKS SEDIMENT TRAP STD. PLAN - 211.00 DEPARTMENT MARCH 2O08 ZI MAX SLOPE 2' MIN. SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES 1. CONDITION OF USE 1.1. REQUIRED AT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3HA V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW. AVERAGE SLOPE SLOPE PERCENT FLOW PATH LENGTH 20H:1V 3-59/ 300 FEET 10TO 20 H:1V 5-10% 200FEET (4TO10)H:1\1 10-25% 100FEET (2 TO 4)H:1V 25-50% 50 FEET 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2HA V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. PUBLIC WORKS INTERCEPTOR SWALE STD. PLAN - 217.10 DEPARTMENT MARCH 2O08 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENTTO ATTACH FABRICTO POSTS. U o mwn. � POST SPACING MAY BE INCREASED TO 6' IF WIRE BACKING IS USED 272' BY 14 Ga. WARE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC BACKFILL TRENCH WITH NATIVE SOIL 274" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT NOTES 1. CONDITION OF USE I.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. 30-10051EVE SIZE (0.60-015MM) FOR SILT FILM AOS(ASTM 04751j 50-10D5IEVE SIZE (0.30-015MM) FOR OTHER FABRICS WATER PERMITTIVITY JASTM D491 0.02SEC"-1 MINIMUM GRABTENSIIE STRENCHT(ASTM D4632) 180LBS. MIN. FOR EXTRA STRENGH FABRIC 100 LBS. MIN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. ULTRAVIOLATE RESISTANCE(ASTMI)1355) 70`>b MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. lzY � a� PUBLIC WORKS SILT FENCE STD. PLAN - 214.00 �R DEPARTMENT MARCH 2O08 ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH 6" MIN. 21V MIN. 0 oq�D C 2:1 SLOPES NOTES 1. CONDITION OF USE 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON -EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET. zY PUBLIC WORKS CHECK DAMS SPACING AND STD. PLAN - 217.40 DEPARTMENT CROSS SECTIONS ,T MARCH 2O08 DOES NOT NCEUDE ASBU ET NEORMAT ON 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL NO. I REVISION Z3 m �a DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID \S,�NGRO� DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE R = 25' MIN. ENTRANCE BE CROWNED SO THAT + RUNOFF DRAINS OFF THE PAD INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4'A" QUARRY SPALLS GEOTEXTILE ^8 ' �. 12' MIN. THICKNESS - _ _ , _ PROVIDE FULL WIDTH OF NOTES INGRESSI=GRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSI LE STREBNGTH(ASTM D4751) 200 PSI MI N. GRAB TENSILE ELONGATION(ASTM D4632) 30%MAX. MULLEN BURSTSTRENGTH (ASTM D3786-SOA) 40C PSI MIN. ADS(ASTM D4751) 20-45(U.S. STAN DARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE F QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO 4 S O Q S O O G PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. zY PUBLIC WORKS STABILIZED STD. PIAN - 215.10 DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2O08 B DRAINAGE GRATE m GRATE FRAME o p SEDIMENT AND DEBRIS �. FILTERED WATER LAX TRIM a a OVERFLOW BYPASS Pep. BELOW INLET GRATE DEVICE o� 4 o Q A. P P D SECTION VEW DRAINAGE GRATE RECTANGULAR GRATE SHOWN UP, BELOW INLET GRATE DEVICE RETRIEVAL SYSTEM (TYP.) OVERFLOW BYPASS (TYP.) ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (BIGD) for the stone waterstructure R Will service. 2. The BIGD shall have a built-in high -flow relief system (overflow bypass). 3. The retrleval system must allow removal of the BIGD without spllling the collected materlal. 4. Perform maintenance in accordance with Standard Specification 8-D1.3(15). zY a� PUBLIC WORKS CATCH BASIN FILTER STD. PLAN - 218.30 DEPARTMENT MARCH 2O08 7 k �" �r ..f >; ' 43"P'�$•Y : . �C�.7�-,a;y i:' .,�.. z,�4 'u.. ,,w,h 'A. ; .r.4 e+r ,d`aEY ,p:,:siA,r, ; z •a", a" e" -,'^ ' T z - �'§•'% 'Y" '�'IF6 '"ar ^as x • �' ... ,{:: :� ^3° -•:a ::4 .:1vn-3,T.,V�, ..,x°.�'la"y`' ,%¢j,. 4�,Y,.r=• " a s =n� 1 .9• . E of stairs 5 -0' 3: 1 sond and - cement grout .- 6'-0" 1. Manufacturer sholI submit shop drawings of pipe rolling for rev •4 bar at each post 4, Midth of stairs and landing ( Design shalt De in accortlonce with AASHTO specifications. oy 3.. when gutter and y 16 gage galvanized s roil are omitted eeQ 2. Aluminum pipe roiling sholI hove no external surface welds;..,, steel sleeve hp % 9" m �iP ooc zr a•4' Tr, +✓ ,1 1 .0% 2 r x Non -Shrink grout y< Per (TYP) 1/2 -I 4'0 v t $ {yeQ1� rot sr y . .o O • ar e m P 4• o MIN .aey 3 See Post 10'/z MAX (EYE) •4 Bars at t �n 3��° landing _ F Base Deto 6..� l' 6%i OC s I Y 2 -0 POST BASE DETAIL *� ,+, a SLAB AND GRADING SECTION A Vie•f i�� x . ✓�,a ,f c` �g'Ss us'eaf F` `° c`r^•W r'w T !: 1 ,2. ,;,;,„�s; •4 BAR AT EACH POST a n�°ate Jam. _ � Gradeot Dinn 0 2" MIN r? ,,°sC^ •T`.I' ` ^yZ::},.s eke 6• R '. e r :.," ( 'Compacted subgrade ..,R ��+ f�' VP�•> c - ok o � c - 0 Qasks et °i 1%t' Schedule 40 g ! - o Pipe rat I in MY1NT L� n • 4E OP NASIt, I' MAX 2" MINI azx �O 10536 /2 R MAX '/_" keyed, Dremolded joint filler (TYP) Grade line J' Grade I'/i' �` •4. Scirs 8't 1OYi' MAX point Concrete Closs 4000 (TYP) ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 PDG DRAWN: DCL CHECKED: BY I DATE I APPR I APPROVED NOTE: FOR STAIRS WITH LESS THAN 6 RISERS NO HANDRAIL NEEDED. SCALE: A A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M STY-1'6 G\? sIONAL E� a� N ~ See Contract EXPIRES JANUARY I7, 1999 11'MIN, 12'MAX YA., CEMENT CONCRETE STAIRWAY CONSTRUCTION DETAILS TREAD SHAPE DETAIL STANDARD PLAN H- 10 _ ADOPTED n.Eoa.�.amw.�P. tiSY p CITY OF RENTON STANDARD PLANS LAST DATE:05/29/1998 SP PAGE H023 ORC TY OF RENTON Planning/Building/Public Works Dept. FINISHED GRADE 12" MIN. THICK OF 1 1 /2" CRl DRAIN ROCK PERFORATED 6" FILTER FABRIC OLLOW BLOCK MANUFACTURER JSTALLATION RECOMMENDATIONS PER PLANS (MAX. 3') - FINISHED GRADE 12" BLOCK WALL DETAIL NOT TO SCALE IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES GRADING & T.E.S.C. DETAILS & NOTES UTILITY PERMIT # 01/03/18 FIELDBOOK: PAGE: DRAWING NO: GR-05 SHEET: OF: 12 55 U D J T R-397112 A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON I I ��� - - S 130TH ST NOTES: n N r" 0 \ 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 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 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. C) HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. � � \ � --,EX. CB \ � LL.I -' � / \� \� 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE RMC , CONJUNCTI14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN \\ \\ THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION DEPARTMENT, TUIRFACETH LWATER TUTILITY NSECTION. ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS SCALE: 140' " = \ PREPARED BY WSDOT AND 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 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE \ 40 20 0 40 80 THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE CONTOUR INTERVAL = 2' FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY V) OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS"C", WITH THE EXCEPTION OF PVC W /\ \ \`�\ \ ELECTRICAL. ETC.) THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE PIPE. r \ 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 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND 0 /'' \r- \ WATER UTILITY SECTION. OUTSIDE. I \�\ � 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. I / TRACT \ \ / \ ® PROGRESS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION DETENTION FACILITY SHALL HAVE F \\ \ SOLID LOCKING LIDS. 0 � I EX. CB 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY �� \\ THROUGH FRIDAY. WORK MAY BE PERMITTED ON SATURDAYS AND SUNDAYS ONLY IF APPROVED IN WRITING 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS EX. CB \ IN ADVANCE BY THE ADMINISTRATOR. AND BUILDING SETBACKS LINES. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT hl \ \ \ LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE 2 1 3 4 5 6 I \ ; \\ \ 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND J S.S.M.H. #6 STORM FILTER #7 I� NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: ry - -- \ 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 4 -8 INCH ROCK / 40 -70% PASSING; Q / Ii F=- ° _ 2 -4 INCH ROCK / 30 -40% PASSING; - ------ --"-- - w � w - - \\ \ 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE AND LESS THAN 2 INCH ROCK / 10 -20% PASSING. BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. ----- - --- ---- S-- _____ \ \ \ 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE ALLEY E CB #13 \\\ \ \ \ SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN I- - ----- --- S.S.M.H. #5 i� s 7 8 CB #12 9 f�l 10 11 i S.S.M.H. #4 i �111i O S.S.M.H. #3 12 13 14 15 16 117 18 I I' S.S.M.H. #9 STORM FILTER #6 - �- ---- ----- S S ALL E Y C __ ---- -- CB #11 ---i ` I I 23 24 25 26 - 27 28 �, ®� . STORM FILTER I-- L S. \S.M.H. #2 � \ #7 35 CB #6 36 37 38 39 1 40 I 41 C, STORM FILTER #2 - ------ --- w ---- � w ' -ALLEY A-- S.S.M.H. #7 i I ! CB #5 49 - 50 - 51 52 53 54 I i1 CB #24 _= S.S.M.H. EX. CB #100 �- - -- -- ------ - __ _ CB #15 -- _�-- --- - - ---- EX. CB #101 ---------------- CB #25 0-- s �_— s s \ G - - - I EX. CB # 102 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) Cn ACCURATELY DIMENSIONED, CERTIFIED AS —BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT TO THE CITY UPON COMPLETION. DENSITY, STANDARD PROCTOR. 22. 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: \ \ \ \ 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 A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE TR—G \ C\\ PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER \ ® \ RESTORATION STANDARDS. EX. CB 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 \ \ EX. CB CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. CB #9 \ B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" I ; ` LEGEND OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO _ 19 20 21 - 22 j° ;TRACT THE STAKE. STORM FILTER #5 $ H \\ SD PROPOSED STORM DRAIN C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE s PROPOSED SANITARY SEWER SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH ---- -- w \ WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. w PROPOSED WATER MAIN ---------- -- - ---- _ -A S \ \ D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS \ CB #10 ALLEY D- so EXISTING STORM DRAIN THROUGH INDIVIDUAL LOTS. S.S. H. #10 \ s EXISTING SANITARY SEWER E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB OUT \ 29 30 31 32 \ \ w EXISTING WATER MAIN CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G . POWER, GAS, TELEPHONE, TELEVISION). 33 - \ � 34 �� I � � �� IQ F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. - �i F-u. CIS O —TRACT o -- - ----- STORM FILTER #3 F,p 42 - 43 \ - 44 45 - 46 - 47 J C� STORM FILTER 1 # CB #1 ; - ---- 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 BACKFLOW PREVENTION OR A CHECK VALVE. 23. 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 MOISTURE 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. -w --- - - W__ 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 --- - ---------- ---- - S.S.M.H. #12 DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER s FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. CB #3 CB #2 ALLEY B 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, 55 - 56 57 58 - I , 59 60 \S.S.M. H. #8 TRACT PROTECTIVE \ \ \ PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND I #4 � \ \ �i SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE UT \ PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL r\ \ /r�� \ \ TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, STORM FILTER #, - ___ _ _ ®; �S.S.!�=H. #11 \ �.s �\ \ \ TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -07-23 \ \ Co #26 \ TRAFFIC CONTROL SHALL APPLY. CB #19B 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). --------------- _-_� / \ty \G\P CB #14 CB #16 S 132W -S CB s CB #19 CB #18 —+- SID- \ FUTURE TRAFFIC ISLANDS IN COMPLIANCE WITH CITY OF RENTON STANDARDS _ - (MINOR ARTERIAL) -� �' �'--- � _ TO BE CONSTRUCTED BY EX. CB #104 G CB #19A - C #20 \So �� ���®\Q \ THE CITY OF RENTON DOES NOT \CFUDE ASBU ET \FORMAT O\ 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL NO. I REVISION ESM 08/30/17 SURVEYED: SCALE: ESM 11/15/17 DESIGNED: 1 "=40 ESM 01/03/18 PDG DRAWN: DCL ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 CITY OF RENTON DATU M • Planning/Building/Public Works Dept. EARLINGTON TOWNHOMES 01/23/18 COMPOSITE UTILITY PLAN FIELDBOOK: PAGE: DRAWING NO: UT-01 UTILITY PERMIT # SHEET: 13 GF:55 0 0 0 0 H H Q J Of a_ W-397101 S-397101 R-397113 Ir- I___ 11A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON 00')o 1� �wv wV„oawV o h - - STORM NOTES: S 130T \ H ST n 1. ALL ONSITE STORM DRAINAGE SYSTEMS WILL BE PRIVATELY MAINTAINED. o _ - 14. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING '® ��\� 2. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND _ THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. �\ \� 3. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE LU.I _ \�� \\ \ HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 15. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION SCALE: 1 = 40' WITH ALL CONSTRUCTION 4. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE SURFACE WATERTRUTI UTILITY SECTION. UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION \ \ PREPARED BY WSDO AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF 16. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE 40 20 0 4o so RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. CONTOUR INTERVAL = 2' PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE _� �` ♦ �� �� O SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING 5. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF BASE. ALL PIPE BEDDING SHALL BE APWA CLASS"C", WITH THE EXCEPTION OF PVC PIPE. w \�\�� ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. 17. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND \ ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, OUTSIDE. Q 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. 18. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL z I TRACT \� DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID I 6. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN LOCKING LIDS. I / F PROGRESS. Q �_ ��\�� \ 19. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS 7. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH AND BUILDING SETBACKS LINES. / "' �• SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION ; N'EEENN ■■■■■■ ■■■. ■._ ` �' ■ ' ■ ■■�.\■ "mwwmm � 1 ��■�■��� ME BY THE CITY OF RENTON. 20. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. Z ■\\f�■■.1■■■.■■ ■■■■■■■■■■ ■■■■■■ O - \ �� 8. IT SHALL BE THE APPLICANT'S / CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS 21. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH -� NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CONSTRUCTION. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY 2 -3 I - 4—ll'I '1I 5 h �! , \ ' ♦ ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: ■ I �- I 6 1, \ ' j ■ ; ♦♦ 9. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL 4 -8 INCH ROCK / 40 -70% PASSING; STORM- FILTER #7 Iii ♦♦♦ NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 2 -4 INCH ROCK / 30 -40% PASSING; -�-� ■ \ ■ ■ ♦ OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. AND LESS THAN 2 INCH ROCK 10 -20% PASSING. W -ALLEY E ♦♦ 10. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE 22. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, ■ \� ■ ■ ♦♦♦ BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY Q ■- ■ ♦♦ DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY III II � �_ _ >> ♦♦ 1 1 . ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE UPON COMPLETION. ■ h i/ I CB #13 / CB #12 \ ■ ■ ♦i SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 7 8 9 1 g - 1 / ■ ■ ♦♦ 12. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT 23. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS ■ y ■ ♦♦♦ DENSITY, STANDARD PROCTOR. APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING. '--n== ■ ♦ / : ♦♦♦ 13. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATIO N ON THE LOT, SO AS TO SERVICE ■ L = o , ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER ♦ : � ■ ; � ♦i ♦ SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. ■ �_ -�`- ---- -- -' --- TR—G ♦♦ PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER -- ■ ; ♦♦♦RESTORATION STANDARDS. CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. noun MENEM now_Nunn - - =- mmmB. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" boom a IN on MEMO I��- ,� �,-4- ♦ OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO I ♦iTHE STAKE. 12 13 14 15 16 ♦ _ hI ` 17 18 19 - - 2 0 21 22 j I \ ♦♦i �0 �� 11 STORM FILTER #6 •� ,TRACT \ ♦ C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE .=s ; -T--- STORM FILTER #5 ■♦ I H - E PIPE SHALL BE PLACED IN A TRENCH WITH - ST0 ♦♦i '--- ■ ♦ A TRACING WIRE ABOVE R OTHER ACCEPTABLE DETECTION -------------- M - —- �♦ ♦♦ Q ♦ D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS r ----------- — .ALL E ------------ ___ ____ 0 I � � -�� � _ _______________ THROUGH INDIVIDUAL LOTS. ♦i ------ ---'------------� ♦♦ ' CB 11 \ 1 ♦ ♦♦♦ E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB�OUT ■ # CB #10 ■ ♦♦ „j ♦♦ CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G . POWER, GAS, TELEPHONE, TELEVISION). { 23 24 25 26 27 28 - I1I129 30 31 32 33 34 ` ♦♦♦♦ F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. ■ ME man STORM FILTER #4 _ ♦ ♦♦ G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP ■ ■ - �O ♦♦ CB ,�� B r 8 !■- ■■ ■■*-- „ �� �■ PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES PROVIDED THE SUMP PUMP SYSTEM INCLUDES 1 BACKFIOW PREVENTION OR A CHECK VALVE. O X - I -'� ---- L_____ __1 ♦ 24. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE -- _;IT _ O 1/ --------_E�' j.r -. - -_ . I CT ,A MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND ■ 1 CB 6 ---- ----- ---- - - ♦ �■' ��p�li REDISTRIBUTED TO MAINTAIN THE MOISTU RE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED # TO MAINTAIN THE MOISTURE CAPACITY. CV 35 36 37 STORM FILTER #3 --- ■� �F 40 • \ �' O: 38 39 41 'I 42 - 43 : 44 45 46 - 47 ♦ �� _, ♦ ��J 25. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT STORM FILTER #2 -- ; 48 ♦ ISSUANCE. ■ � � - �_______ � �_� =__��I � I -- � STORM FILTER #1 . � ------------------------- CB ----- ----- _ '4 _ _� __— 1 ' ALLEY A -� i �—� � — - ---J-� �-�__ 26. • ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE ■ — - WATER --------------------------------!------------- ® OR THE PROPER ---- A L L E Y B �\ DISPOSITION FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION F __ FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION ■ ■ CB #5 y r ____ - �____� - I ■ \ 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, ■ 49 - 50 - 51 "��■ 52 53 I CB #4 ° CID #3 CB #2 ii TRACT PROTECTIVE EQUIPMENT, FIAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND 54, 57 I ■ ®, \ SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE �q In 01 NONE ■■■■� ■■ ° MEN ■. . �� �1 �� - ■���� ■ ■�� ■ 8 �11 59 60 ■ �A PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL ■ N'■■■■■■■■ ■■.■■, i TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, 1 ■■■ ■■■■,� — I ►� ■■ �■■■■�■■■� i ■ m■■�■■■■r ■ ■■■■■■■■■ ' - -- _I --k CB�15 �I-- ■ �� -J, 1 ¢� wonon E■■■■■■■■•■■■■■EN TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOTSTANDARD SPECIFICATIONS 1 -07-23 _ I- -- +- #- t,` ` CB #STORM FILTER #8 e —r I \ i /� �� TRAFFIC CONTROL SHALL APPLY. CB #26 in A 01 1 FH ■ _ _ Wv A 28. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA APA SHALL COMPLY WITH SPECIAL REQUIREMENT _ — — — — — C9B - �� \ I �� ■ #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). -_-_-- CB 25 ---- - -I : - - - - - - - - - - J -- --__—-------'------ - I ---- cB #, 4 #16 —C: S 132N D ST■ ------ L�J--------- (MINOR ARTERIAL) ■WM ■ FR-01 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) CB #19 CB #18 L W M .■■■■■■■■■■■■■■.........................FR-02.... ■ WV ■ WMH MENEM DOES N O T N C L U D E A S B U ET N E O R M AT C N 0 FIRST SUBMITTAL ESM 08/30/17 SURVEYED: SCALE: 1 fr =4D VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 1 SECOND SUBMITTAL ESM 11/15/17 DESIGNED - QM PW 2 THIRD SUBMITTAL ESM 01/03/18 DRAWN: DCL ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0, REVISION BY DATE AP P R APPROVED: A&Vftk CITY OF g;Z1 RENTON vzlo• Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES STORM DRAIN KEY MAP UTILITY PERMIT # 01/23/18 FIELDBOOK: PAGE: DRAWING NO: RD-KEY SHEET: OF: 14 55 U Q J 1 MA R-397114 z O 0 z J ry Q LLJ STA.=1 +04.00, 23.00' LT. a BEGIN CURB, GUTTER & SIDEWALK --- ------------------- UPGRADE TO STORZ FITTINGS IF EXISTING HYDRANT IS NOT EQUIPPED WITH THEME - TEMP. TYPE 3 BARRICADE. SHALL NOT IMPEDE BICYCLE LANE EDGE OF EX. ASPHALT 250 245 240 235 230 225 220 10' UTILITY EASEMENT (TYP.) 49 INLET I TG=238.00 IIE=235.63, 8" • T w 50 REPLACE W/SOLID LOCKING LID EDGE OF EX. GRAVEL A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON SEE CURB RAMP DETAIL 11.5' R/W 1 ON SHEET RD-05 DEDICATION 51 52 53 54 �I CB #15, INLET SEE SHEET w6-01 INLET TG=238.00 IE=235.04, 8" 0 TG=238.00 IE=235.04, 8" b IE=234.73, 8"� IE=234.73, 8"0 C5 LF, 8" 0 SDI 31 LF, 8"0 SD S=0.99% ® S=1 .00% d d d d ROAD A SEE SHEET RD-01 n 0� Q 0 EX STORM CB #25, TYPE 1 LF, 12" 0 SD T v STA 2+59.94, 4.29' LT w-® S�0% - ONCRETE CURB PER CORTG-238.31 0�50% _ _ C STD. PLAN 101 (TYP.) 12" IE 4.37 / I o 7 0 PROPOSED STREET _S s- LIGHT (TYP.) REPLACE W/SOLID - s EX. POWER POLE TO LOCKING LID '14 L - - BE REMOVED (TYP.) G --------T -GAS SAWCtJT LINE (TYP.) / EX. DRIVEWAY 55 56 57 58 59 60 r I 1 INLET INLET # INLET 1 TG=236.68 TG=236.31 CB #STORM FILTER 8, TG=� 237.1II 0 IE= 234.09, 8:�'0SEE SHEET RD-01 IE=233.73, 8� 0IE=233.38, 8"� IE=233.73, 8"� IE=234.098 380IE=233.38, 8" IE=233.73, 8"01 35 0S" D 33 LF, 8"0 SD IC- UT & CAP EX. ©101% S=-.S=-1.08% WM AT THE MAIN � IP P P P P 77 REPLACE W/SOLID " LOCKING LID i '° O O CB #16, TYPE 1 - _ 8' CONCRETE SIDEWALK PER - - O �N -4-LF, 12"0 SD STA 3+37.59, 22.22 LT COR STD. PLAN 102 (TYP.) + O REPLACE W/SOLID EX. EDGE OF ASPHALT LL_ LOCKING LID EX. WATER BEGIN CURB, GUTTER Q -& SIDEWALK TRANSITION - (j W S 132 N D ST STA.=4+44.61 , 23.00' LT. z N J W CB #14, TYPE 2-48"0 c EX. SEWER r - - 2 W N W/SOLID LOCKING LID -_ �� - _ _ _ Q STA 3+01 .33, 18.41 ' LT CONSTRUCT CB OVER EXISTING - 12"0 ADS. CONTRACTOR TO VERIFY LOCATION & ELEVATION PRIOR TO EX. DRIVEWAY CONSTRUCTION & NOTIFY ENGINEER OF ANY DISCREPANCIES CL INT'X STA 2+87.79, S 132ND ST STA. 10+00.00, ROAD A O 0a 00 00 Ca O N 0 O C� O 0) 0) 0-) 0) 0-) N N N N N N 0-) 00 00 cfl cfl (D In Ln N N N N N N N N N N N N N Ln N N CL INT'X STA 2+87.79, S 132ND ST = STA. 10+00.00, ROAD A ELEV: 237.98 EX. GROUND @ - - - - - I I I EX. STORM I I I I 4. 0' 4LF,12"0SD I @ S�� 0.50% EX. CB T=236.69 - --_ ---- --- __ --_-_-_----__ I I I=233.14 12'O W ----- -_-_-_ ----_ I I IE=''ZZ'^ 12"0 N 233.17 1 =233.13 12'0 E - - - - - - - - - --- EX. CB EX. CB ---- -__--I - - - �---_ - - - - ---- ----- - - - - CB 16 TYPE 1 TG9 236.61 IE=''z�6- � 233.35 CB 14, TYPE 2-48" 0 IE=23;3 1 6 12"�233.19 W/SOLID LOCKING LID � - - - - - EX. CB --- TG=239. IE=236.8 IE=236.8 1 12"0 W 5 12"0 E TG=239. IE=236.7 IE=236.8 IE=236.7 8 12" 0 W 12"0 N 12"0 E EX. SEWER EX. CB TG=234.62 IE=231 .13 IE=231.12 12"0 W 12"0 E TG=238.37 TG=23732 237.12 IE=-2ZIT 8"0 233.71 "4 E CONSTRUCT CB OVER EXISTING 12" 0 ADS. - IE=234.49 1 CONTRACTOR TO VERIFY LOCATION & ELEVATION PRIOR TO CONSTRUCTION & NOTIFY ENGINEER OF ANY DISCREPANCIES 0+40 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 1 +00 Z-3-ZOZO 2+00 CERTIFICATION FOR AS-BUILTS ONLY. SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS DATED JANUARY 30, 2018, JOB #1938-001 -01 6. 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL AS -BUILT NO. I REVISION 12" IE 233.38 E 3+00 12" IE 233.30 W ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 PDG DRAWN: 11yy++11 CHECKED: ` BY I DATE I APPR I APPROVED 250 245 240 O O (V �O 235 H� N W W = 230 Z N J W 2 LLJ H N 225 220 4+00 4+60 SCALE: 1 W=209 HORIZONTAL: L NAD 11983/1991 • CITY OF RENTON [;R ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY n SCALE: 1 "=20' HORIZ. 1 "=5' VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 NOTES: 1. UNLESS OTHERWISE NOTED, ALL STORM PIPE SHALL BE LINED )SMOOTH INTERIOR) CORRUGATED POLYETHYLENE PIPE (I.E. ADS N-12). OTHER ALLOWABLE MATERIALS INCLUDE: A. REINFORCED CONCRETE PIPE B. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) C. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HDPP) 2. CATCH BASIN LIDS: A. CENTER OF GRATE = CENTER OF STRUCTURE FOR TYPE 1 AND TYPE 1 L STRUCTURES ONLY. B. SPECIFIED STATION AND OFFSET REFERENCE CENTER OF STRUCTURE FOR ALL DRAINAGE FACILITIES UNLESS OTHERWISE NOTED ON PLANS. C. ALL GRATES SHALL BE VANED UNLESS OTHERWISE SHOWN. 3. ALL DRAINAGE CONNECTIONS TO THE NEW PUBLIC STORM DRAIN FROM THE NEW SINGLE FAMILY HOMES SHALL BE MADE VIA SOLID PIPE CONNECTION. SEE COR STD DETAIL 225.10 ON SHEET DT-01 4. FOOTING AND ROOF DRAINS SHALL BE SCHEDULE 80 PVC PIPE WITH CORRESPONDING FITTINGS. 5. INSTALL 10-LF OF ROOF DRAIN INFILTRATION SECTION. SEE DETAIL ON SHEET RD-04. IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES FRONTAGE PLAN & PROFILE UTILITY PERMIT # 01/23/18 FIELDBOOK: PAGE: DRAWING NO: FR-01 SHEET: OF: 15 55 U H H Q D J N R-397115 A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON SEE SHEET PN-01 FOR CONTINUATION SEE SHEET FR-05 FOR CONTINUATION 8CONCRETE SIDEWALK - \ O EX. POWER POLE TO RELOCATE EX. i PER COR STD. PLAN \\ \ BE REMOVED (TYP.) SPEED LIMIT SIGN �So 102 (TYP.)\\ \ TO PLANTER STRIP Co I EX. CB TO BE REMOVED �� �R PROPOSED STREET LIGHT (TYP.) \ CURB, GU ER, O �� �\ \ & REPLACED • � �� - �IDE�4�AL K T oNSITICN 10.0 UTILITY \ \ CB #26 \ _ "" i FUTURE TRAFFIC ISLAND J S 4� T5-0 T. 0-------------------------- ------ - -----------.-----h �6� - EASEMENT � `so r�s \ SEE SHEET FR-05 \ �- �2 \ \ AND INTERSECTION IE=230.50 6"� � _ ___ 11.5' R W 2�s �'�� ` EX. SIDEWALK \\ IMPROVEMENTS TO BE CB #19e 1 PE 1 I� WBTR$r CURB INLET TYPE 1= 2aa - / �\ s2 °\ \\�- \\�\.� /� CITYCONSOFURENTOCTED BY THE W/SOLID CKING DEDICATION a P _ 14.4' 14LF, 18"0 SD 0.497 Q S=^�7 EX. m r STORM Z = m mN D + 0 0 - 232 EX. DRIVEWAY 255 25C 245 24C 235 0 CO N O If 23C H N W W = K N 225 Jw H N Q 22C 215 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) RELOCATE EXISTING HYDRANT. UPGRADE TO STORZ FITTINGS IF EXISTING HYDRANT IS NOT ALREADY EQUIPPED WITH THEM Ln rn r7 Ln 1� O �D 00 N �D r � � Ln Ln 0') N r- 00 00 00 c0 Ln n ' ­t _t _t " "t _t N N N N N N N N N N N N N IN N N N 14.4' 0.49% 18" 0 SD @ S=0.5O7 56.2' 2.14% -56--EF-, 18"0 SD --- ® S z - - - - - - -�- -- EX. STORM EX. SEWER EX. GROUND @ .i / ii 119.3' 0 .58% - - _- 507 \I 12 "0 SD S=0. 1% 13.1 ' 1 .30% CB #19B, TYPE 1 CB 18, TYPE 1 W/SOLID LOCKING LID W/THRU CURB INLET TG= 1- 234.64 TG=234.08 234.13 IE=''�6-18"0 230.45 (N) IE=230.27 6"0 230.53 (N) IE=-2moo- 18"0 230.29 (S) IE-230.27 12"0 230.90 (W) 230.97 (12" W) 230.49 (12"DI S) CB #19A, TYPE 2-48" 0 CB 19, TYPE 2-48" 0 W/SOLID LOCKING LID W/SOLID LOCKING LID TG-234.59- 234.54 TG=234.27 234.30 IE=230.49 18"0 231.22 (N) IE=''�T 18"0 230.05 (E) IE-23�18" 0 231.25 (E) IE=2F 12" 0 230.32 (N) IE=''�F 18"O 230.05 (W) Z-3-ZOZO CL_ INT'X STA 7+72.57, S 132ND ST = STA. 14+26,12, RENTON AVE S ELEV: 246.67 129.3' 0.39% 150 LF, 18"0 SD CB #20, TYPE 2-48"0 W/SOLID LOCKING LID TG=''�8- 242.91 IE='ter 18"0 229.39 (SE) IE=''ter 18"0 229.36 (W) SEE SHEET FR-05 FOR CONTINUATION 5+00 6+00 7+00 CERTIFICATION FOR AS-BUILTS ONLY. SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS DATED JANUARY 30, 2018, JOB #1938-001 -01 6. 0 FIRST SUBMITTAL ESM 08/30/17 SURVEYED: SCALE: 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL ESM ESM 11/15/17 DESIGNED: 01/03/18 Pam' 1 "=209 AS -BUILT DRAWN:11y��1 WI. ONE INCH CHECKED: AT FULL SCALE NO. REVISION BY DATE AP P R APPROVED: IF NOT ONE INCH SCALE ACCORDINGLY 011111 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CL INT'X STA 7+72.57, S 132ND ST / = STA. 14+26.12, RENTON AVE S 255 250 245 n SCALE: 1 "=20' HORIZ. 1 "=5' VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 NOTES: 1. UNLESS OTHERWISE NOTED, ALL STORM PIPE SHALL BE LINED )SMOOTH INTERIOR) CORRUGATED POLYETHYLENE PIPE (I.E. ADS N-12). OTHER ALLOWABLE MATERIALS INCLUDE: A. REINFORCED CONCRETE PIPE B. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) C. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HDPP) 2. CATCH BASIN LIDS: A. CENTER OF GRATE = CENTER OF STRUCTURE FOR TYPE 1 AND TYPE 1 L STRUCTURES ONLY. B. SPECIFIED STATION AND OFFSET REFERENCE CENTER OF STRUCTURE FOR ALL DRAINAGE FACILITIES UNLESS OTHERWISE NOTED ON PLANS. C. ALL GRATES SHALL BE VANED UNLESS OTHERWISE SHOWN. 3. ALL DRAINAGE CONNECTIONS TO THE NEW PUBLIC STORM DRAIN FROM THE NEW SINGLE FAMILY HOMES SHALL BE MADE VIA SOLID PIPE CONNECTION. SEE COR STD DETAIL 225.10 ON SHEET DT-01 4. FOOTING AND ROOF DRAINS SHALL BE SCHEDULE 80 PVC PIPE WITH CORRESPONDING FITTINGS. UTILITY CROSSING TABLE N=179890.74 240 E=1295458.59 O1 PROPOSED 12"0 SD BOTTOM=230.25 PROPOSED 8" 0 SS TOP=228.73 CLEARANCE=1 .52' 235 230 225 220 215 CITY OF RENTON lbaliv Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES FRONTAGE PLAN & PROFILE UTILITY PERMIT # 01/23/18 FIELDBOOK: PAGE: DRAWING NO: FR-02 SHEET: OF: 16 55 U H H Q J ,!s. R-397116 U Q J O O O R-397117 Lil Q z w J Li R-397118 U H H Q J ry n U H raft, Q J O O O ry n R-397119 ly 0 I-CIP I I y � \ M o° W �0 W / I N N I N ^fp N 0000 ON 0 i/ C i l; �o0 z B #13, PRIVATE SEE SHEET RD-04 / J I Q- W 30C 29- 290 285 280 275 270 265 LQ 0 O (0 O) 00 N N EXISTING tPROPOSED R/W I I I 1 1 ALLEY E SEE SHEET RD-04 U O r7 r7 O Do Do Co N N N CENTER OF CUL-DE-SAC STA 6+26.68, ROAD A = STA. 71 +87„41 , ALLEY E ELEV=275.85 0 �L6 � N N 30Q 285 o o c� � o r- N 295 w U mm > 290 moo 285 1 270 280 6.00� 39 N 00 r__ N� N O Nro r N N� N (D �� r- N� N O fro F, 00 NO N N �a0 CD LO NO N (D .0 co NO N c0 N co NO N c0 �� Ln IN N 285 260 c0 �c0 Ln IN N c0 .00 LO IN N 00 co .0 Ln � N� N LVC: 100.00 SSD: 133' o \8.8 / 6 PVI STA: 7+00.00 0 I LF 12"0 SD PVI ELEV: 271.46 K: 12.50 + N r 280 255 (n U S=14.52% \ > w II 25.3 40.0 "0 w LF, -8"0 SD \ �' �' �9--LF 12 S D @ S=�� 4@ S=--8.75% S=21.90% �s =__132% 275jog 0 \� CL INT'X \ \ STA 7+33.15, ROAD A \ = STA. 51 +63.35, ALLEY C & D ELEV=266.70 \ \ 270 245 \ 23.8 _ \ 24 LF, 8 0 SD \ @ S=n�� \ \� S=1 .72% @ S, �2'0 S 49.1 265 240 66 �'�9, -LF 8 " 0 S D S, 8 S =�7 82g S=1 4.76% STORM FILTER 3 LIDO Og 26GL 235 2-CARTRIDGE TG=29.15 249 09 IE=''^�T8"0244 87 IE=''''^�T8"0244 87 � CB 9A TYPE 2-48'� 0 255 273.13 TG=��� 255 230 CB 6 TYPE 1 CB 13 266.30 ( N)IE=.35 12 0 5 SEE SHEET RD-04 269.10 (E) IE=8 8 0 EGA 88"� 245.1 (E) II - 53.0' 3 LF12"G SD I 268.44 (W)IE=268 98 8"0 " _ CB 9, TYPE 2-48"0 CB7, TYPE 2-48"0 5=6.13% , @ S=-�2-6- 266.25 I (S)IE= IGZVD 12 W/SOLID LOCKING LID W/SOLID LOCKING LID CB 12, TYPE 2-48"o 265 250 60.39 �60.38 TG EGG 7n (N)IE=''� 112"0 STORM FILTER 4 250 225 T\_7_� 255.42 IE= 4 12 0249.38 (N) W SOLID LOCKING / LID E IE=-2moo- ( ) 12"0 4-CARTRIDGE 78.8 $6 LF 12 0 S IE=2^�4 8 0 250.79 (N) 76 TG=��T� 275.91 269.78 (NW) 260.26 (W)IE=''�0 262 01 12 262.01 TG T © 5= =13.76% IE=� g" 250.65 (E) IE=`�12"0 260.22 6�6- (S) IE=2 12" 0 258.041E=25R.01 8" 1 ICB 8 TYPE 1 IE=2 $ � 12"0248.90 (S) IE 12"0 269.63 (S) 258.041E-2-5_8-Q_ 8"0 TG=2ter 262.0 IE=249.1 4 8" 0 249.39 (W) I 8"0 258.7 (W) Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) OR Fee, 2-3-2020 7+00 CERTIFICATION FOR AS-BUILTS ONLY. SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS DATED JANUARY 30, 2018, JOB #1938-001 -01 6. AS -BUILT 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL NO. I REVISION R; Fee ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 PDG DRAWN: D1VC1 CHECKED: ` BY I DATE I AP P R I APPROVED A STA.=8+82.24, 13.00' RT. 28' B STA.=8+82.24, 13.00' LT. 28' C STA.=7+30.97, 13.41' RT. 28' D STA.=7+36.00, 13.35' LT. 28' E STA.=5+97.99, 34.67' RT. 28' O O Ln N N N N CL INT'X S 132ND ST SEE SHEET FR-01 S 132ND ST SEE SHEET FR-02 NO N-)coO� I,-O 00 I,- �� N N N N N N N N N N N STA 8+82.24, ROAD A = STA. 31 +80.13, ALLEY A & B ELEV=245..94 SSD: 47' PVI STA: 9+45.00 PVI ELEV: 237.16 LP STA: 9+69.13 LP ELEV: 237.57 \K: 3.87 LVC: 60.00 1 I o o c0 r� + \ rn N \ UJ 0 U m m 20.8' 21--LF 8" 0 S D "S=0.72 I 27.6 28--LF 8 "0 S D �yl @ S= S=0.65% CB #3, TYPE 2-48"0 STORM FILTER 8 W/SOLID LOCKING LID 2-CARTRIDGE TG=`' ^�2 245.63 TG-237.38 237.34 IE=238.89 12" 0 238.80 (E) IE-233.88 8" 0 233.86 IE=239.22 8"0 239.33 (N) IE=233.88 8"0 233.86 IE=''�9- 12" 0 238.42 (W) CB 15, TYPE 1 CB #4, TYPE 2-48" 0 W/THRU CURB INLET W/SOLID LOCKING LID TG=-2-37-.-5G- 237.79 TG=''^�4- 245.54 IE=234.34 8"0 234.11 IE=239.32 12"0 239.28 (E) IE-fir 8"0 234.04 - �W) E) IE="�T 12" 0 239.22 (W) IE=-. -� 12"0239.05 (N) 9+00 SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY �'D IF I `r 1 "=20' HORIZ. SEE SHEET FR-01 SCALE: 1 "=5' VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 CL INT'X STA 10+00.00, ROAD A = STA. 2+87.79, S 132ND ST CL INT'X o STA 10+00.00, ROAD A 0 = STA. 2+87.79, N S 132ND ST + 0)ELEV=237.99 LLi (n U ,w wl II � I I I I B 14 EE SHEET F I-011 J IN COMPLIANC VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 CITY OF %R RENTON DATU M Planning/Building/Public Works Dept. 260 255 250 245 240 235 230 225 E WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES ROAD AND STORM PLAN & PROFILE UTILITY PERMIT # 01/23/18 FIELDBOOK: PAGE: DRAWING NO: RD-01 SHEET: OF: 20 55 0 0 0 U H H Q D J Les" 0 0 0 R-397120 z O 0 z J ry Q W A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON ROAD A SEE SHEET RD-01 INLET 23��24 25 - -26 INLET 27 28-11 \ ` 29 301NLL1 31 32 33 34 11 ° TG=254.111 0 \\\\`� ° TG=255.9. ° f TG=256.01 15 LF, 8 0 SD ' o F,�252.00, 8 0 262- 25s IE=249.78, 8 b T 20 LF 6 0 SD ' @ S=2.01 % IE=252.00, 8 0J - , IE=251 .99, 8" 0 IE=249.78, 8 0--------- �,., - @ S=18.51 % 1 0 @ LF, 8 �DON .... IE=249.78, 8 � - 25 , ; •� @ S=-10.23% Z ' 8" 0 SD IE=249.78, 8" b � - 258 - - 53 LF 8" 0 SD , 0 46 LF, 8 � SD��� 96 LF, , -@ S=0.99% @ S=2.00% I % Zs6 ---- ------------------ t _ __ @ S 3.09 DR R` ECTION - 256 - I 25 INLETT 118 LF, 8 SD \ INLET Ili TG=255.08 @ S=2.01 % 51 LF, 8"� SD STORM FILTER #3 f „ TG=253.99 INLETQONNECTI - - IE=250.78 8 0 IE=252.15, 8"0 EG 251569 8"�F 12 8"� SD 40 CB 6> 258 @ S=-1.25 0 - SEEI SHEET RD-01 IE=250.77, 8"0 ROOF DRAIN ONNECTION ' 37 38 _ ZZ% # { 252 I4- - 1 42 1 IE=250.78, 8"0 S22 , sD 1 IE=251 .69, 8" 0 © S-���� SEE SHEET RD-01 0 252' L IE=251 .69, 8" 0 S=1 .95% CL INT'X I CB #3, TYPE 2-48" 0 , FTG. DRAIN CONNECTION STA 31 +80.13, AL Y A & B 39 = STA. 8+82.24 RO A _ W/SOLID LOCKING LID I 46 7 1 250 _ Z I 250 STA 8+82.24, 11.22' LT 44 S 45 47 ��1 ii • NMI i ° u�� ii j,�256 6 jj-25 2, 61PO 15, 8" 0 254 252.06 252 I N L 25 T =249. =245.79, " \ STORM FILTER #2 - ® ®■ ■ 43.2 120.6 I CB #1, TYPE 2-48" 0 8 -- _____________ �35 36 D 2-CARTRIDGE PRIVATE 41 44 LF 12"0 SD TmL 12"0 SD W/SOLID LOCKING LID I '[JF @ S= .50% 43 @ S=�50-� STA 33+55.70 0.00' T ' �t �R DT-01 STA 31 +39.85, 0.00 T ( �� 248 S-0.8 % S=0.58 ° n ' �I,�',�54.00 _ - s --- /30 00 _ 32+ 0 lil _ 33+00 / _FTG. DIR1 CONNECTION ' °{_, „ STA.=30+00.00, ALLEY A & B- END ROAD IMPROVEMENTS J INLET TG=246.87 / IE=243.89, 8" 0 / ROOF DRAIN CONNECTION 265 255 250 245 240 235 230 225 .. 2 . • „ - a FTG• + '� ' W SOLID LOCKING LID 246 DRAI ' ' DRAI DT-01 / °' 8 SD / 0.00' T CON ECTION ' 8 ROOF DRAIN CB 5, TYPE 1 S-z OG% I ®��,a STA 32+35.13, CON ECTION _ @ S=2.0% MIN. (TYP.) W/SOLID LOCKING LID I 242 S5 S=0.5�%56 UNLESS OTHERWISE NOTED PRIVATE I I STA 31 +52.13, 0.00' CB #4, TYPE 2-48" STORM FILTER #1 57 58 59 60 „ -W SOLID LOCKING LID 2-CARTRIDGE PRIVATE / 2 49 50 51 52 53 12D fl 240 STA 8+82.24, 0.00' T STA 32+19.88, 0.00' T �R- 27.9' S=4.00% III ` ROAD A ROOF ROOF ROO-t F SEE SHEET RD-01 CONINECTION DRAIN DRAIN CONNECTION CONNECTION CB #19C, �2 SEE SHEET PN-01 �____ ?n _ ° N r7 r7 r7 r7 r7 _ r7 NO V) O CO O � Ln � ICY)N � Ln r` N Ln 0 Lc� Lc� CO LO � N Lf� O� CD �� �� �� �6 �� �� �� �� Lf�� �Lo O� �� �� �U0 �� �� �� �� O N NN NN NN NN NN NN NN NN NN NN NN NN NN `"N NN NN NN NN N N N Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) O o � o 0 + � O N II II 9 Ld J (n Li a- a- 30+00 Z-3-ZOZO SSD: 207' PVI STA: 31 +46.52 PVI ELEV: 245.27 LP STA: 31 +39.85 LP ELEV: 245.40 K 13 33 CL INT'X STA 31 +80.13, ALLEY A & B STA. 8+82.24, ROAD A SSD: 154' PVI STA: 32+ 17.02 PVI ELEV: 245.20 LP STA: 32+ 19.88 LP ELEV: 245.37 K 11 43 LVC: 40.00 �2 o m O LVC: 40.00 � O LN LN L(O ('O Lq N r7 + ��i N /\ ctl� \ + II �w N + N o row Um m / / ULdLIJ ``'rnr (n> m to U W 427.9' S=4.00% '� > > \ _ - - 28 12" 0 SD 11 .9' @ S =-3 0 `;0' 11--EF, 12 "0 S D 1.00% PRIVATE 2.007 -2.007 @ S =-3-.94-%- S=7.23% PRIVATE ' 2-CARTRIDGE TG=25.40- 245.38 IE=5- 8" 0 241 .1 3 43.2 1 2.3' S=1 .95% , 12 LF, 8"0 SD 12"0 SD @ S=6.33% @ S=�7 PRIVATE S=0.83% - CB 5, TYPE 1 CB 2, TYPE 2-48"0 W/SOLID LOCKING LID W/SOLID LOCKING LID PRIVATE CB 4, TYPE 2-48" 0 TG=24 5.48- 245.20 245.46 240.89 TG=245.39 W/SOLID LOCKING LID (W) IE-240.39 8"0 IE-240.67 8"0 240.52 „�A 240.86 TG =5_9 2 ^ ^ 245.54 (SW) IE=240�2- 8"0 �� IE=238 � 12 �6�T 238.64 (E) 240.69 IE 12 0239.28 (NW) IE=240.72 8"0 �z z� �� (E) IE=`'z�7- 6 0 239.14 �zQ �� „ 238.44 (W) 240.35 IE=��z 12 � 239.22 (E) IE=' � 12"b (W) IE �T 12 � IE=239-.32- 12" 0 239.05 (N) CB 3, TYPE 2-48" 0 15.3' S=0.59% W/SOLID LOCKING LID STORM FILTER #1 15 LF 8" 0 SD 245.63 TG=245.72 PRIVATE @ S=z�nO-%- 238.80 (E) IE=2-38-.8-9- 12" 0 2-CARTRIDGE PRIVATE 239.33 (N) 8"0 TG-''- ^�T 244.86 238.42 (W) IE=-2-38-.8-9- 12"0 IE=244-.4-2--8"O 240.61 31 +00 CERTIFICATION FOR AS-BUILTS ONLY. SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS DATED JANUARY 30, 2018, JOB #1938-001 -01 6. AS -BUILT 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL NO. I REVISION 32+00 ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 PDG DRAWN: D1yC+1 CHECKED: ` BY I DATE I APPR I APPROVED 1.50 ° 120.6 21 LF, 12 '0 SD @ S=0.519% S=0.5 33+00 SCALE: 1 "-20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY o � Ln + I / rrl N r7 Ld II II / J (n L CB #1. TYPE 2-48"0 W/SOLID LOCKING LID TG=247.28 246.94 IE=`'z�T 12"0 237.94 (1 "W) IE=''�T 6"0 241.55 (8 N) IE=''�G- 8"0 238.38 (8'S) IE=238.07 12"o 237.94 (12"E) 22 LF 12" 0 SD @ S 21.3' S=0.28% 265 260 255 250 245 240 IE 237.88 235 230 225 34+00 VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 CITY OF RENTON DATUM Planning/Building/Public Works Dept. ALL PERFORATED PIPE CO N N ECTI O N S/I N FILTRATION TRENCHES SHALL BE AT LEAST 5-FT FROM THE BUILDING FOUNDATION. SCALE: 1 "=20' HORIZ. 1 "=5' VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES ROAD AND STORM PLAN & PROFILE UTILITY PERMIT # 01/23/18 FIELDBOOK: PAGE: DRAWING NO: RD-02 SHEET: OF: 21 55 O O O U Q J Ls. R-397121 A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON0') n ROAD A I SEE SHEET RD-01 I / PRIVATEP 8 "� S D L_F '_7 CB #9, TYPE 2-48 �, - ' S-7 917 W/SOLID LOCKING LID 7\1 �- 16 STA 7+33.15, 0.00' T �LIJ ' 2�2 12 13 14 15 17 18 I CL INT ~ o � STA 51 +63.: 5, o! -LEY C R� n - r 2� 'I= STA. 7+3: ).15, ROAD Al �-- � DRAIN I CONNECTION - P RIVATE �F, 8" 0 SD D S=4.86% 14.7' S=4. o DT-01 ROOF DR CONNECTIO o 0 0 0 0 (0- ------------------------------------- 26 . 50 00 51 +007 - STORM FILTER #6 E STA.=50+00.00, 2-CARTRIDGE PRIVATE 0 LL.I ALLEY C & D STA 51 +22.83, 0.00' T END ROAD �' IMPROVEMENTS CB #1 1 , TYPE 1 I 24 D /SOLID LOCKING LID _ - DT-01 RIVATE z 262 8 0 ROOF DRAIN STA 51 +37.00, 0.00' T \ @ S=2.0% MIN. (TYP.) UNLESS OTHERWISE NOTED 25 26 �26Q o I 260 - INLET Z INLET FTG. DRAIN CONFECTION INLET TG=255.27 TG-256.01 z TG=253.99 IE=251.69, 8"0 IE=251.99, 8"0 27 O IE=252.15, 8" 0 IE=251 .69, 8" 0 ROGF--DEN 28 - 25b 1 IE=251.69, 8 O CONNECTION I 268 26 LF, 12"0 SD I @ S -2.94% 26. wv 2. 8 i \26.7\ 26° 12" ID N I �o V-2.70%\'e� @ S -. - 0 _ 20 -FF=/'-- I 21 22 PROOF DRAIN CONFECTION FTG. DRAIN CONNliTION STORM FILTER #5 - 274 - 2-CARTRIDGE PRIVATE STA 51 +94.20, 0.00' T II o 0 5 0 CB #10, TYPE 1 W/SOLID LOCKING LID Off\\STORM FILTER #4, SEE SHEET RD-01 CD I N LET TG=254.1 1 o o Q _ 15 LF, 8" 0 SD @ S=2.01 % IE=249.78, IE=249.78, 8" 0 80 IE=249.78, 8"0 25e LL.I 46 LF, 8" 0 SD 96 LF, 8" 0 SD IE=249.78, 8"�D 53 LF, 8" 0 SD -- @ S=0.99% @ S=2.00% 1 1 @ S=-3.09% 275 27C 265 26C 255 25C 51 LF, 8" 0 SD 40 41 © S= - 1.25% III 11 254 III 35 36 37 38 39 ROAD A SEE SHEET RD-01 ON rn co ON O �N 1- ON Ln ON rn LOC 2 Ln� N Q0 . co Q0 O �� O �O O Ln O� O �� O (0 O CD O CD O CD O N N N N N N N N N N N N N N N N N N O O N O �? O +co O N U0 II II Q W (n W a- In 50+00 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SSD: 207' PVI STA: 51 +29.50 PVI ELEV: 266.02 LP STA: 51 +22.83 LP ELEV: 266.16 K: 13.33 LVC: 40.00 O 04 Lo N Lo of co of O c0 1- + N + �; W U (n > (n U m U m 63- 26 LF 12"0 SD -1.00 / @ S=''�� Z-3-ZOZO XOO o \ C � STA.=53+40.79, ALLEY C & D 274-� END ROAD IMPROVEMENTS ` \ 53+00 PRIVATE STA 51 +89.95, 0.00' T IROOF DRAIN 3 -1CONNECTION CB #8, T- 31- -- SEE SHEET RD-01 17 LF, 6"� SD \ INLET @ S=22.41 TG=255.95 29 J IE=252.00, 8"0 32 33 34 II FTG. IE=252.00, 8 \ 17 LF, 6 0 SD DRAIN I 264 - @ S=9.88% II CONNECTION 12 LF 8"0 SD Il- c0 rn N � C rD C0 N N N N CL INT'X STA 51 +63.35, ALLEY C & D = STA. 7+33.15, ROAD A ELEV=266.70 SSD: 92' PVI STA: 51 +98.20 PVI ELEV: 266.00 LP STA: 51 +94.20 LP ELEV: 266.24 @ S 10.23% ROOF DRAIN CONN CTION _ INLET TG=255.08 IE=250.78, 80 IE=250.77, 8"0 20 LF, 6"0 SD IE=250.78, 8" 0 @ S= 18.51 ITI 118 LF, 8" 0 SD @ S=2.01 42 43 44 45 46 47 48 co O co �N co IBC co �' c� o 00 co co N 0(6 O O (D (D(DN (D (D(DN CIDN N N N N N N N N N ro r7 ILO 1 + O r-- (6 O K: 8.00 LVC: 40.00 O O0 O N Cd 6 Cd 6 II r� I II + N + N I Q L> LC7 N W Lf) W (n J W (n U m (n U W - C) 0° - - - - > w - 26.7' 27--LF, 12" 0 SD 2.00� -2.00� @ S-''-z-o4-% ? 7nz- 2-CARTRIDGE PRIVATE 2-CARTRIDGE PRIVATE TG=-2moo- 266.01 Ll TG=''�4 266.11 IE=2-6+-.9-1- 8" 0 261.79 IE='-&; . 8"0 261.86 1 4.7' 4.3' PRIVATE 14-LF, 8"0 SD PRIVATE 4 LF, 8"0 SD @ S--4.86% S=4.22% @ S-18..50% S=7.91 CB 1 1, TYPE 1 CB 10, TYPE 1 W/SOLID LOCKING LID B 9, TYPE 2-48" 0 W/SOLID LOCKING LID PRIVATE W/SOLID LOCKING LID PRIVATE 266.24 TG=`�.� 265.95 TG=266.70- TG='' '� 265.86 261.62 (NE) IE=261.23 8" 0 260.39 (N) IE=260.70 12" 0 IE=261.25 8"0 261.54 (N) 261.57 (12"S) IE=2-6+-.-56 8"0 260.38 (E) IE=2-6-6. 12"0 IE-261.58 8"0 261.52 (E) 261.17 (W) IE=ZZ . 8"0 260.26 (W) IE=260.70 12"0 IE 8r 8"0 261.36 (S) 261.04 (12"E) IE-''-2T 12"0 260.22 (S) IE=260.70 12"0 IE=2-6- 12"0 261 .10 (W) 51 +00 CERTIFICATION FOR AS-BUILTS ONLY. SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS DATED JANUARY 30, 2018, JOB #1938-001 -01 6. AS -BUILT 52+00 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL NO. I REVISION 3. 53+00 ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 PDG DRAWN: 11yy++11 CHECKED: ` BY I DATE I APPR I APPROVED O r-� 00 O N ;1- o + I� r7 N Ln II II > Ld i!� J (n W SCALE: 1 "-20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY • .„ �r't= • O p o I/ , 285 275 270 265 260 255 250 ALL PERFORATED PIPE CONNECTIONS/INFILTRATION TRENCHES SHALL BE AT LEAST 5-FT FROM THE BUILDING FOUNDATION. 53+60 VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 A&k[% I CITY OF ;R RENTON DATUM V439• Planning/Building/Public Works Dept. SCALE: 1 "=20' HORIZ. CONTOUR INTERVAL = 2' 20 10 0 20 40 SCALE: 1 "=10' IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES ROAD AND STORM PLAN & PROFILE UTILITY PERMIT # 01/23/18 FIELDBOOK: PAGE: DRAWING NO: RD-03 SHEET: OF: 22 55 0 0 0 U H H Q J 0 0 0 n R-397122 Z O 0 Z_ J ry Q LIJ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON 1 \, \ _ \ PRIVATE 1O-�8"0 SD \ TGLE282.03 \ Goo I _ _ © S-4 \ STORM FILTER #7 - IE=278.53, 8" 0 INLET \\ TG=279.56 \ STORM CLEANOUT �, � � 2-CARTRIDGE PRIVATE \ IE-275.45, 80 >9� (TYP.) SEE DETAIL STA 71 +25.32, 0.00' T 14 LF, 8 0 SD - „ \ _ IE=275.45, 8 0 ON SHEET DT-01 - © S=-22.00% 2 I 3 4 1 1 5 0 6 \ \ IE=275.45, 8"0 FTG. DRAIN \ IE 275.45, 8 0 ROOF DRAIN CONNECTION 284 \ IE=275.45, 8$'0 \ \ / CONNECTION, - 2$s i INLET ROOF DRAIN \ TG=282.12 2$E CONNECTION „ 111� = v \ D ONNEC ION SEE NOTE 5 � \\ � \ IE-278.62, 8 � DT-01 _______________! _____- j' _� \ \ STA 71 +87.41 , ALLEY E 1 7 00 ALLEY E 71+00 \ = STA. 6+26.68, ROAD A 20 \ - 29 LF, 8 0 SD \ \ ` STA.=70+00.00, ALLEY E S © S=-10.93%� END OF ROAD IMPROVEMENTS o� ID / p 15 LF, 8 0 SD \ \ PROPOSED R/W r DT-01 N� CB #13, TYPE 1 / / \ \ S� EXISTING R/W \ �`� / W SOLID LOCKING LID I FTG. b IN CONNEC ON PRIVATE .'/ CB #12, 19 ' �9 _ SEE SHEET RD-01 x STA 71 +35.29, 0.00 T I o 0 I - ' - ROOF DRAIN _ � ROOF7DRAIN CONNECTION 10 11 I CONNECTION -_ �� �� \ INLET INLET 1 I 1 1� INLET I FTG. DRAIN 2� I TG=277.76 TG=276.01 8 0 ROOF DRAIN 8 9 I TG=275.68 CONNECTION s II IE=273.70, 8"0 IE=273.41 , 8 0 @ S=2.0% MIN. (TYP.) IE=272.05, 8 0 INLET �� ,� \ \ IE=273.70, 8 0 IE=273.41 , 8$'0 UNLESS OTHERWISE NOTED INLET IE=272.05, 8"0 INLET .04 Q TG=276.07 CL52 � IE=271.80, 8"0IE=270.50 8"� IE=271.80, 8"� LF,8"0 D IE=270.50, 8'$0 PROPOSED STREET \ \ .98% - S-1 IE=270.50, 8"0 Q LIGHT (TYP.) \ 13 LF, 8"0 SD SEE NOTE 5 \ \ O 65 LF, 8 b 40 LF, 8 0 SIX 42 LF, 8 0 SD Jill 1 66 LF, 8 SD III I © S=1 .98% @ S=3.81 % @ S=-6.71 % 10 © S=-2.88% INLET PERMEABLE PEDESTRIAN TG=275.79 PAVEMENT SEE DETAIL IE=271 .79, 8'0 110 a U 1 U4� / \ ON SHEET DT-03 (TYP.) �i IE=271.79, 8'$0 i III F1\ \\ 12 13 14 15 16 17 18 ROAD A 19 20 21 22 SEE SHEET RD-01 Z-3-ZOZO 300 295 290 285 280 275 270 265 O C,4 ' O' ' O � 00't co w Im N a0 Cow Ln4 �,� t-N ­t CN6 N6 nr' N� I�� co N N N N N N N N N N N N N N N N N N N N N N N O O N CENTER OF CUL-DE-SAC STA 71 +87.41 , ALLEY E o � = STA. 6+26.68, ROAD A + 00 ELEV=275.85 O N II II > \ (n w O O N a_ a_ O N Ln O Co N ;It PROPOSED GRADE @ N ON - m EX. GROUND + N 00 _ - C`� 00 00 a H w J �{- III I I + N _5 Oq \ J�� ---- i»-' Q co uAn w I I I I a_ \ 8 ?15 a_ \ (n > J w 0- 5 % \ � � CERTIFICATION FOR AS-BUILTS ONLY. SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS DATED JANUARY 30, 2018, JOB #1938-001 -01 6. AS -BUILT STORM FILTER #7 2-CARTRIDGE PRIVATE 278.97 TG=278.95 274.85 IE=''�28"0 PRIVATE 16 LF, 8 "0 S ® S .10% 1 0.0' S=1 3.60% 71 +00 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL NO. I REVISION ©1 2 » 0 SD CB #13, TYPE W/SOLID LOCKING LID PRIVATE TG=''�2 278.23 IE=`'�8$'0 273.49 (W) IE=273.41 8$'0 273.07 (NE) IE='�8 12"0 273.03 (SE) ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 PDG DRAWN: DC11 CHECKED: ` BY I DATE I APPR I APPROVED SEE SHEET RD-01 72+00 SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 300 295 290 285 275 270 265 ALL PERFORATED PIPE C 0 N N ECTI O N S/ I N FILTRATION TRENCHES SHALL BE AT LEAST 5-FT FROM THE BUILDING FOUNDATION. n SCALE: 1 "=20' HORIZ. 1 "=5' VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 NOTES: 1. UNLESS OTHERWISE NOTED, ALL STORM PIPE SHALL BE LINED )SMOOTH INTERIOR) CORRUGATED POLYETHYLENE PIPE (I.E. ADS N-12). OTHER ALLOWABLE MATERIALS INCLUDE: A. REINFORCED CONCRETE PIPE B. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) C. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HDPP) 2. CATCH BASIN LIDS: A. CENTER OF GRATE = CENTER OF STRUCTURE FOR TYPE 1 AND TYPE 1 L STRUCTURES ONLY. B. SPECIFIED STATION AND OFFSET REFERENCE CENTER OF STRUCTURE FOR ALL DRAINAGE FACILITIES UNLESS OTHERWISE NOTED ON PLANS. C. ALL GRATES SHALL BE VANED UNLESS OTHERWISE SHOWN. 3. ALL DRAINAGE CONNECTIONS TO THE NEW PUBLIC STORM DRAIN FROM THE NEW SINGLE FAMILY HOMES SHALL BE MADE VIA SOLID PIPE CONNECTION. SEE COR STD DETAIL 225.10 ON SHEET DT-01 4. FOOTING AND ROOF DRAINS SHALL BE SCHEDULE 80 PVC PIPE WITH CORRESPONDING FITTINGS. 5. INSTALL 10-LF OF ROOF DRAIN INFILTRATION SECTION. SEE DETAIL THIS SHEET. ""'n ' A NDSCAPING TO 3/4'$ WASHED ROCK D PIPE 24" MIN. 701 ROOF DRAIN INFILTRATION SECTION NOT TO SCALE A1116119%6 CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES ROAD AND STORM PLAN & PROFILE UTILITY PERMIT # 01/23/18 FIELDBOOK: PAGE: DRAWING NO: RD-04 SHEET: OF: 23 55 U H H Q J L074 A. O O O ry R-397123 10' UTILITY EASEMENT i SINGLE DIRECTION CURB RAMP TYPE B RAW PER WSDOT STD PLAN F-40.16-03 (SEE DETAIL ON THIS SHEET) 2.37. �° CO (D CURB FLTABLE --r © /c BCR 1/4 Q 1 /2 Q 3/4 Q ECR O 0 Z J Q Ld STATION OFFSET ELEV. 2+49.82 23.00' LT 238.51 ---- ---- 238.28 ---- ---- 237.82 ---- ---- 237.51 9+60.34 14.43' RT CB 237.50 9+52.02 13.00' RT 237.69 Q=89°58'11" R=25.00' L=39.26' SPOT ELEVATION CHART POINT ELEVATION A 238.11 B 238.19 C 238.14 D 238.09 E 238.09 F 238.09 G 238.13 H 238.00(@FL) 1 238.11 J 238.09 K 238.09 L 238.00(@FL) - O1 o CID. 07o 0.4% FO D I 6 NJ G 0- 00 lD 0.3% O 0.0% KO 1_F�% ° 10'--�-5' "r -8 1' R IBC NI n 10' UTILITY EASEMENT O 0.0% N o , R�W 2 CURB FLTABLE 2 ° P 'S O _ BCR • S A9 1/4 Q Q S 1/2 Q °° 0®JI 3/4 Q .3% � +(0 ECR 60 �s 0.0%O 2.6% O T 8.1 V. S, ® ECR I J -- BCR - - -° PB - I - -� - - p-_----- \I 1 T T I ------------------ T T W------ ---- T --------- ------------------- T T - w----------- I I w I S 132ND ST I o I I o I I CURB RAMP DETAIL 1 MATCH SIDEWALK WIDTH - 4' 0" MIN. - SEE CONTRACT PLANS PEDESTRIAN CURB - _ SEE NOTE 10 3/8" (IN) EXPANSION PEDESTRIAN CURB - MATCH SIDEWALK WIDTH 4' 0" MIN. JOINT - SEE STANDARD SEE NOTE 10 SEE CONTRACT PLANS PLAN F-30.10 SIDEWALK - LANDING 3/8" (IN) EXPANSION JOINT - SEE SEE NOTE 6 5' - 0" MIN. 3„ R STANDARD PLAN F-30.10 A -- z a A d SIDEWALK 0SEE NOTE 6 BUFFER STRIP - SEE DETECTABLE WARNING SURFACE BUFFER CONTRACT PLANS C SEE STANDARD PLAN F-45.10 STRIP „ CURB AND GUTTER - SEE NOTE 5 PEDESTRIAN CROSSING PEDESTRIAN CROSSING J CLOSURE SIGN CURB RAMP CLOSURE SIGN FACE OF CURB PLAN VIEW LU TYPE SINGLE DIRECTION A DETECTABLE WARNING SURFACE - SCALE: 1 "=10' STATION OFFSET ELEV. 9+51.98 13.00' LT. 237.69 ---- ---- 237.33 ---- ---- 237.11 ---- ---- 236.96 3+25.82 23.00' LT 236.73 Q=90*01'49" R=25.00' L=39.28' SPOT ELEVATION CHART POINT ELEVATION M 238.00 N 238.01 0 237.79 P 237.97 Q 237.59(@FL) R 237.58 S 237.76 T 237.45(@FL) U 237.43 V 237.30 NOTES MATCH SIDEWALK BUFFER 1. This plan is to be used where pedestrian crossing in one direction is not WIDTH - NO" MIN. STRIP permitted. SEE CONTRACT PLANS 2. J At marked crosswalks, the connection between the Landing and the roadway must be contained within the width of the crosswalk markings. CURB RAMP 3. Where "GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be flush. LANDING 4. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- PEDESTMAN CURB - \ ances on any part of the Curb Ramp or Landing or in the Depressed SEE NOTE 10 Curb and Gutter where the Landing connects to the roadway. 5' - 0" MIN. 5. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and Pedestrian Curb details. IN. ®� 6. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See 0 Contract Plans for width and placement of sidewalk. "' I _ 7. The Bid Item "Cement Concrete Curb Ramp Type does not include the C DETECTABLE WARNING SURFACE �" adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestuvan SEE STANDARD PLAN F-45.10 Curb, or Sidewalks. SEEN AND GUTTER _ 8. SEE NOTE 5 The Curb Ram length is not required to exceed 15 feet unless shown p g q ( otherwise in the Contract Plans). When applying the 15-foot max. length FACE OF CURB RAMP (measured from back of sidewalk) the running slope of the curb ramp is CURB allowed to exceed 8.3%. Use a single constant slope from bottom of PLAN VIEW ramp to top of ramp to match into the sidewalk over a horizontal distance of 15 feet. TYPE SINGLE DIRECTION B 9. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. 10. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb 15' - 0" MAX SEE STANDARD PLAN F-45.10 15' - 0" MAX (TYP.) 15' - 0" MAX (TYP.) Ramp or Landing and there will not be material to retain. (TYP.) GRADE BREAK SEE NOTE 8 SEE NOTE 8 SEE NOTE 8 GRADE BREAK GRADE BREAK GRADE GRADE BREAK LEGEND GRADE BREAK COUNTER SLOPE BREAK 5.0% MAX. SIDEWALK - SIDEWALK - SLOPE IN EITHER DIRECTION SIDEWALK - SEE NOTE 6 SEE NOTE 6 1.5 OR FLATTER RECOMMENDED FOR SEE NOTE 6 * TOP OF s ROADWAY DESIGN/FORMWORK (2% MAX.) � � I * * 7.5% OR FLATTER RECOMMENDED FOR a DESIGN/FORMWORK (8.3% MAX.) � CURB RAMP a LANDING DEPRESSED CURB AND GUTTER a CURB RAMP LANDING CURB RAMP SEE NOTE 7 _0!,a1 � _ SEE STANDARD PLAN F-10.12 1 1 SECTION O SECTION AO 1 > CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. TCEMENT CONCRETE CURB RAMP "CEMENT CONCRETE CURB RAMP " 1Y LIMIT - TYPE SINGLE DIRECTION B" PAY LIMIT a SEE NOTE 7 1" (IN) RADIUS DETECTABLE WARNING CORNER SURFACE -SEE STANDARD PLAN F-45.10 PEDESTRIAN CURB DEPRESSED CURB AND GUTTER - SEE NOTE 5 90° ANGLE RADIUS MAY VARY ISOMETRIC VIEW TYPE SINGLE DIRECTION A PAY LIMIT Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) DETAIL OC DOES NOT NCEUDE ASBU ET NEORMAT ON pF WASIt, 286so ICI STV, �s(ONAL Zeller, Scott Jun 24 2016 7:21 AM SINGLE DIRECTION CURB RAMP STANDARD PLAN P-40.16-03 SHEET 1 OF 1 SHEET ISOMETRIC VIEW TYPE SINGLE DIRECTION B PAY LIMIT 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL NO. I REVISION ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 PDG DRAWN: DCL CHECKED: BY I DATE I APPR I APPROVED -�-t------------- 279.16 O . / 278.61 (@FL) I� L278.66 279.42(@FL)J HIGH POINT -------------- ,277.90� s /9 277.64 0 O 277.54(@FL) 77;92- CY 6' o / 277.53(@FL) 277.57 I SCALE: 1 "=109 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 276.00(@FL) 274.00 1 i i I / Ii i I O CURB FLYABLE BCR 1 /8 Q 1/4 Q 3/8 Q 1 /2 Q 5/8 Q 3/4 Q 7/8 Q ECR STATION OFFSET ELEV. 6+63.78 25.47' RT 273.93 - - - - - - - - 275.94 - - - - - - - - 277.38 - - - - - - - - 278.24 - - - - - - - - 278.51 (HP) ---- ---- 278.21 ---- ---- 277.32 ---- ---- 275.86 6+63.14 26.37' LT. 273.82 Q= 289'39' 2" R= 45.00 L= 227.50' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 271 .69(@FL)_/ O CURB FLT ABLE BCR 1/4 Q 1 /2 Q 3/4 Q ECR Q \ � 279.05(@FL)-/ \\ \ o \ STATION OFFSET ELEV. 6+84.31 14.00' RT. 271.65 - - - - - - - - 272.26 ---- ---- 272.83 - - - - ---- 273.38 6+63.78 1 25.47' RT. 273.93 A=52'01'20" R=28.00' L=25.42' CUL-DE-SAC DETAIL SCALE: 1 "=10' • ORCITY OF RENTON Planning/Building/Public Works Dept. FL O CURB FLYABLE BCR 1/4 Q 1 /2 Q 3/4 Q ECR \ STATION OFFSET ELEV. 6+88.42 14.00' LT. 271.28 ---- - - - - 271.94 ---- ---- 272.59 ---- ---- 273.20 6+63.14 26.37' LT 273.82 Q=57°38'02" R=28.00' L=28.17' I� IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES INTERSECTION DETAIL UTILITY PERMIT # 01/23/18 FIELDs00K: PAGE: DRAWING NO: RD-05 SHEET: OF: 24 55 H H R-397124 O I r Ld I- Z J NOTES A CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH A CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH 4' - 0" MIN. 1. At marked Crosswalks, the connection between the curb ramp and the road - LANDING E MATCH CURB RAMP way must be contained within the width of the crosswalk markings. I LANDING � WIDTH ^• SEE CONTRACT PLANS Y I GRADE BREAK 2. Where "GRADE BREAK" is called out the entire length of the grade break LANDING GRADE BREAK CURB RAMP SEE CONTRACT PLANS - GRADE BREAK between the two adjacent surface planes shall be flush. SEE CONTRACT PLANS - CEMENT CONCRETE 4'- 0" MIN. SIDEWALK - SEE NOTE 5 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- a' - a' MIN. I ances on any part of the Curb Ramp or Landing, or in front of the Curb PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway. CEMENT CONCRETE TO SIDEWALK WIDTH 2' - 0" SIDEWALK - SEE NOTE 5 (TYP.) SEE CONTRACT PLANS MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan * 4'- 0' jMIN. * PLANS\- 4'- 0" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and FLARE (TYP.) 3/8" EXPANSION - - BUFFER WIDTH - MATCH Pedestrian Curb details. j JOINT (TYP.) - SEE u, CURB RAMP STANDARD PLAN F�0.10 TO CURB RAMP DEPTH (TYP.) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See 3/8" EXPANSION JOINT (TYP.) •- SEE I "' V, Contract Plans for width and placement of sidewalk. STANDARD PLAN F-30.10 _J GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF V 6. The Bid Item "Cement Concrete Curb Ramp Type -" does not include the GRADE BREAK PRESENT OR TO BACK OF CURB (TYP.) - "' adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian iii3riiiiii SEE CONTRACT PLANS ,,, ?i ,I, Curb, or Sidewalks. ................. ................. V,.:' ................. .................. 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CURB, OR CURB CURB, OR CURB CEMENT CONCRETE otherwise in the Contract Plans When applying the 15-foot max. length, )• 9 AND GUTTER - SEE NOTE 4 AND GUTTER - SEE NOTE N CURB the running slope of the Curb Ramp Is alDowed to exceed 8.3%. Use a I DETECTABLE WARNING SURFACE - SEE NOTE 4 B single constant slope from bottom of ramp to top of ramp to match into FACE OF CURB SEE STANDARD PLAN F-45.10 DETECTABLE WARNING SURFACE - the landing over a horizontal distance of 15 feet. Do not Include the FACE OF CURB SEE STANDARD PLAN F45.10 abutting landing in the 15-foot max. measurement. MEASURED PARALLEL DEPRESSED CURB AND GUTTER - DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard TO CURB (TYP.) CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8-14. 9. Pedestrian Curb may be omitted if the ground surface at the back of the o Curb Ramp and/or Landing will be at the same elevation as the Curb 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 Ramp or Landing and there will not be material to retain. FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE .0 PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND DETECTABLE WARNING SURFACE -• (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 - - SLOPE IN EITHER DIRECTION 4' - 0" MIN. 15' - 0" MAX. (TYP.) GRADE BREAK * 1.5 OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (2/• MAX.) SLOPE TREATMENT -• SEE STANDARD PLAN F-30.10 SEE CONTRACT PLANS SEE NOTE 7 * GRADE BREAK COUNTER SLOPE - ° 5.0 /o MAX. 7.5% OR FLATTER RECOMMENDED FOR it 1k ° DESIGN/FORMWORK (8.3 k MAX.) * TOP OF ROADWAY 9 5% OR FLATTER RECOMMENDED FOR D D DESIGWFORMWORK (10% MAX.) �G®a wAsy PLC LANDING CURB RAMP } 1 C DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F-10.12 SECTION OA CEMENT CONCRETE CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE CURB RAMP "TYPE ®� p� 28680440 PEDESTRIAN CURB - PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT •- SEE NOTE 6 41 ISTE ti SEE NOTE 4 ss1ONAL FAG DETECTABLE WARNING SURFACE -. Zeller, Scott SEE STANDARD PLAN F-45.10 Jun 24 2016 7:20 AM 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL O ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET NOTES 4'-0'MIN.- A 4'-0"MIN. - A SEE CONTRACT PLANS SEE CONTRACT PLANS 1. At marked crosswalks, the connection between the landing and the 318' EXPANSION PEDESTRIAN CURB - 3/8" (IN) EXPANSION roadwaymust be contained within the width of the crosswalk markings. JOINT (TYP.) - SEE SEE NOTE 9 JOINT (TYP.) - SEE PEDESTRIAN CURB - STANDARD PLAN F-30.10 STANDARD PLAN F-30.10 LANDING SEE NOTE 9 2. Where "GRADE BREAK" is called out, the entire length of the grade LANDING break between the two adjacent surface planes shall be flush. B SIDEWALK 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- CURB AND GUTTER * * * C nances on any part of the Curb Ramp or Landing, or in the Depressed SIDEWALK Curb and Gutter where the Landing connects to the roadway. i 3" R. 4. See Contract Plans for the curb Pe design specified. See Standard Plan F-10.12 for Curb Curb and Gutter Depressed Curb and Gutter, and CURB AND GUTTER ""`""""' """ Pedestrian Curb details. CURB RAMP CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE - 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. 4' - 0" MIN. - ` 4- 0MIN. SEE STANDARD PLAN F-45.10 See Contract Plans or wan SEE CONTRACT PLANS DETECTABLE WARNING SURFACE - ' " fwidth and of sidewalk. P SEE STANDARD PLAN F-5.10 SEE CONTRACT PLANS 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include FACE OF CURB FACE OF CURB DEPRESSED CURB AND GUTTER � DEPRESSED CURB AND GUTTER the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, W CROSSWALK CROSSWALK Pedestrian Curb, or Sidewalks. 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise z shown in the Contract Plans). When applying the 15-foot max. length, w PLAN VIEW DETECTABLE WARNING SURFACE - PLAN VIEW the running slope of the curb ramp is allowed to exceed 8.3%. Use a single TYPE PARALLEL A SEE STANDARD PLAN F-45.10 TYPE PARALLEL B constant slope from bottom of ramp to top of ramp to match into the sidewalk 'm 4 - a' MIN. over a horizontal distance of 15 feet. Do not include abutting landing(s) in SEE CONTRACT PLANS GRADE BREAK the15-foot max. measurement. When a ramp is constructed on a radius, the 0 15-foot max. length is measured on the inside radius along the back of the 10 CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.1 walkway. FOR CURB RAMP LENGTHS GREATER THAN 8' - 0"PROVIDE }}a COUNTER SLOPE TOP OF CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. e * _ 5.0MAX' ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. CEMENT CONCRETE PEDESTRIAN LANDING DEPRESSED CURB AND GUTTER - 9. Pedestrian Curb may be omitted if the ground surface at the back of the SEE STANDARD PLAN F-10.12 Curb Ramp and/or Landing will be at the same elevation as the Cuff CURB - SEE NOTE 9 > AND NOTE 8 Ramp or Landing and there will be no material to retain. SECTION O 4'-0 MIN. 15'-0" MAX.(iYP.) LEGEND SEE CONTRACT PLANS SEE NOTE 7 - SLOPE IN EITHER DIRECTION 15'- 0" MAX. (TYP.) 4 - (Y' MIN. 15' - 0" MAX. (TYP.) GRADE BREAK SIDEWALK * 1.5% OR FLATTER RECOMMENDED FOR SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK DESIGN/FORMWORK (2% MAX.) CL GRADE BREAK - * _ `- * * 7.5% OR FLATTER RECOMMENDED FOR DESIGN/ SIDEWALK GRADE BREAK FORMWORK (8.3% MAX.) -SEE NOTE 7 I CURB RAMP 3/8" (IN) EXPANSION JOINT (TYP.) - PEDESTRIAN CURB - IAN NOTE 9 LANDING 1 SEE STANDARD PLAN F-30.10 �J�®i)V WAS��LC CURB RAMP X/Nc Ce' CURB RAMP LANDING 3/8" EXPANSION JOINT (TYP.) - 1 SEE STANDARD PLAN F-30.10 SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A" PAY LIMIT - SEE NOTE 6 7� TYPE PARALLEL A PAY LIMIT Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SECTION ( (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT - SEE NOTE 6 T ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT DOES NOT NCEUDE ASBU ET \FORMAT ON - Qr �® 4p 28680O 'el �°drSTE- tip' ss10NAL ECG `4t Zeller, Scott ` Jun 24 2016 7:19 AM PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL NO. I REVISION , 'X n BEGIN SIDEWALK TRANSITION / \ \ STA. 12+86.28, 35.93 RT. •EL.=255.25' \ 1 (TYP.) 254.86 \ 1254.85 1b7 \ s. END SIDEWALK TRANSITION \ \ STA. 13+08.90, 29.30 RT. \ i \ R=\ ^ EL.=254.00' \\\ \ \ / 254.34 MM /,� \ \ RAW ��^ R=23' ♦ Q \\ \\ \ \ \O 254.00- U N \ PARALLEL CURB RAMP ° \ R�� TYPE A PER WSDOT \\ \ 15 °00 0000 \ 1. STD PLAN F-40.12-03 \\ --�- o EXISTING POWER POLE \ ,\o�° 00o pO\ (SEE DETAIL ON THIS \\\\\ TO BE REMOVED (TYP.) o'I s \ SHEET) \ \ BEGIN SIDWALK TRANSITION- ECR �per` ©A STA. 6+44.07, 23.50 LT. VA V\ \ VA\ \ \ , \ 6 o'I°° T p ** \ \\\ \ \\\ \ \ \ o. O 0 \ \ EL.=244.51 245.52 9 H \ \\\\ \ \ 8' - \ 5.4% + (TYP.) \ I I \ 247.1 5 CEMENT CONCRETE \ \\ \ \ 246.69 Q J K / -PEDESTRIAN CURB \ 6 9.8% 4.1 % 18.0% (TYP.) _J ��q 246.00 1 1.7% O 12.4% °0°0°0°00° G / / VARIES f 6.5% / °°°° TO f8.5% c - \ ,--- A B fqD%- BEGIN CURB 8c G yTIER TRANSITION \ \ R=19.5 - - - - - - - - 11.8 °- FUTURE IMPROVEMENTS STA. 6+39.42, 15 00 LT. \ BCR ** BY CITY OF RENTON EL.=242.00' \ \ 6+00 S 132N D ST \ \ \ SAWCUT LINE --,------� _ \ (TYP.) i O END CURB, GUTTER & SIDEWALK TRANSITION ** \ \ STA. 6+70.13, 13.57 LT. \ \ \ \ \ \ \\ \ EL.=246.00' MATCH EX. SIDEWALK Imo' ??? ��°° ° �� ??? \ \ \ \\ \\\ \\ \\ 8' ??? � MATCH EX. SIDEWALK \ SPOT ELEVATION CHART POINT ELEVATION A 246.96(@FL) B 247.58(©FL) C 248.68(@FL) D 251.93(@FL) E 246.98 F 247.60 G 248.67 H 252.00 1 247.83 J 247.99 K 248.81 L 251.58 ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 PDG DRAWN: DCL CHECKED: BY I DATE I APPR I APPROVED SPOT ELEVATION CHART POINT ELEVATION M 253.96(®FL) N 252.77(®FL) 0 252.27(®FL) P 251.98(®FL) Q 254.00 R 252.75 S 252.23 T 252.00 U 253.50 V 252.17 W 252.00 X 252.00 SCALE: 1 "=10, ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY O CURB FLYABLE BCR 1/4 A 1 /2 A 3/4 A ECR I1LIVILI14 I li l/I V\.il\L I L PEDESTRIAN CURB \ (TYP.) STATION OFFSET ELEV. 6+86.13 13.77' LT. 247.96* - - - - - - - - 248.66* ---- ---- 249.59* ---- ---- 250.52* 13+46.57 29.82' RT. 251.44* A=132'20'58" R=13.00' L=30.03' * GUTTER ELEVATION PROVIDED BY CITY OF RENTON CONSULTANT. CURB RAMP DETAIL 2 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M SCALE: 1 "=10' "FACE OF CURB COORDINATE POSITION PROVIDED BY CITY OF RENTON CONSULTANT • CITY OF RENTON VAEVPOR Plan ning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES INTERSECTION DETAIL UTILITY PERMIT # 01/23/18 FIELDBOOK: PAGE: DRAWING NO: RD-06 SHEET: OF: 25 55 U u� H Q J f a_ R-397125 0) 1 O 45 1;4- N � m V) D 2 m r LIJ v : I O N z 12"0 STAINLESS STEEL I I" 181.1 S=U.00% T- "0 16- EF, 18 S D Sn nnor� � 58 l� 59 1 60 I� z GRASSCRETE (OR SIMILAR) ACCESS ROAD SEE DETAIL ON SHEET DT-03I I A.7' S=0.62% 1, � j I -8-8- LF, 18"0 SD- 0 @ S=B Z I\\ 4' BLACK VINYL COATED CHAIN I II 1 LINK FENCE. J SEE LANDSCAPE PLANS FOR DETAILS Q W P - P T -- T- \ S 132ND ST -S 1- SEE STRUCTURAL PLANS FOR 7' A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON RIM FI '2A7 S7 I nn AT7h nn 7n I I n In C`77 AAANII I n I 7 Ann 7C`C` I LJV.JV LJV.JV Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) CONSTRUCTION OF WALLS, FLOORS AND GRATING (TYP) DETENTION VAULT SECTION A -A Z-3-ZOZO SCALE: 1 "= 10' HORIZ. 1 "= 5' VERT. LJV.VV CERTIFICATION FOR AS-BUILTS ONLY. SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS DATED JANUARY 30, 2018, JOB #1938-001 -01 6. AS -BUILT \ O DESIGN W.S. EL. 244.6 -7 \ 244.0 SUPPORT BRACP PER NOTE 6 6"0 ELBOW W/ 1.10"0 ORIFICE EL. = 41z9 7A 239.74 6"0 ELBOW W/ 0.80"0 ORIFICE EL. = .06- 237.98 I.E. _ 231.9G, 12"0 231 .0 18"0 FROP TEE RESTRICTOR PLATE WITH 0.825"0 ORIFICE MANHOLE ACCESS TG=249.8 OFFSET PIPE 1' FROM CENTE OF STRUCTUI FRAME & LADDER OR STEPS OFFSET. SEE NOTES 3 & 6 CLEANOUT GATE: SHEAR GATE 18"0 S.D. I III 18"0 S.D. 8.25' MAX WATER ELEV=244.00 TOP OF LID = 246.00�/%/%/%/%/\�/\�//\�/%/%/%/% BOTTOM OF LID=245.00 1' FREEBOARD 2' 2' 110, CELL #1 CELL #2 INLET IE-237.9 12"0 237.88 230.50 LJV..�O 230.50 J 230.00 230.50 - DETENTION VAULT REQUIRED DETENTION VOLUME = 54,080 CF AVAILABLE DETENTION VOLUME = 59,800 CF AS -BUILT DETENTION VOLUME _ NOTES: 1. VAULT OPENING LOCATIONS AND SIZES ARE ESTIMATED. SEE STRUCTURAL PLANS FOR ACTUAL LOCATIONS, OPENING SIZES, AND OVERALL CONSTRUCTION. 2. VAULT IS TO HAVE APPROXIMATELY 24" FOOT OF SOIL ON TOP THAT IS PLANTED WITH GRASS. 12" LID 2' CELL #3 Ln OUTLET IE_2Z�0- 12"0 231.0 230.00 230.50 J 230.00 230.50 DETENTION VAULT SECTION B-B 0 FIRST SUBMITTAL ESM 08/30/17 SURVEYED: 1 SECOND SUBMITTAL ESM 11/15/17 DESIGNED: 2 THIRD SUBMITTAL ESM 01/03/18 PDG DRAWN: 11yy++11 CHECKED: ` N0. REVISION BY DATE APPR APPROVED: SCALE: 1 "= 10' HORIZ. 1 5' VERT. SCALE: 1 M=209 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 18" PLAN VIEW SCALE: 1 " = 2' CB #19C, TYPE 2-54"0 CONTROL STRUCTURE SCALE: 1 "=2' R/W MANHOLE ACCESS 4' BLACK VINYL COATED CHAIN TG=247.0 LINK FENCE. SEE LANDSCAPE PLANS FOR DETAILS i SEE STRUCTURAL PLANS FOR SIDE MOUNT (DETAIL I 2tiiq � CELL #4 230.50 1 k- 230.50 230.00 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M • CITY OF RENTON [;R Planning/Building/Public Works Dept. REMOVABLE WATER- 2" /TIGHT COUPLING MIN. ELEV NOTED ON xx MAIN DETAIL 6" MIN. PLATE WITH CO ORIFICE AS SPECIFIED ELBOW DETAIL NOT TO SCALE CONTROL STRUCTURE NOTES: 1. USE A MINIMUM OF A 54"0. TYPE 2 CATCH BASIN. 2. OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW. 3. METAL PARTS: CORROSION RESISTANT. NON -GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. 4. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMP-DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE C. FRAME IS CLEAR OF CURB 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE, OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1 /4 IN. 6. PROVIDE AT LEAST ON 3 X 0.090 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL WITH 5/8 IN. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED SUPPORTS 2 IN. INTO M/H WALL (VERTICAL SPACING). 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MIN. CLEARANCE AS SHOWN. 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER. SIDEWALK 3•� n SCALE: 1 " = 20' 20 10 0 20 40 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES VAULT PLAN UTILITY PERMIT # 01/23/18 FIELDBOOK: PAGE: DRAWING NO: PN-01 SHEET: OF: 26 55 00 U W�� 4A 66 H H Q J H H R-397126 Z O 0 Z 1 Q LIJ 10' UTILITY 11.5' EXISTING EASEMENT RZW ADDITIONAL R/W R/W 2$ 8' S/W i8' PLANTER I I 0.5' 4' 1 M 1 .5% qX I (MAX.) I 1.5% SLOPE PLANTER STRIP 3:1 FROM STA. 4+65.00 TO STA. 6+55.05 CEMENT CONCRETE VERTICAL - CURB & GUTTER 60' EXISTING R/W 23' CL 20'f EXISTING PAVEMENT 5' 8' PARKING BIKE LANE 10' TRAVEL LANE 0.5' 2.0% MAX.) SAWCUT PAVING SECTION: 7" HMA (OR ACP CLASS B) (MUST MATCH EXISTING THICKNESS IF GREATER) OVER 6" CRUSHED ROCK S 132 N D ST SECTION A -A COLLECTOR ARTERIAL (FACING EAST) SCALE: 1 "=6' 10' UTILITY EASEMENT -1- 53' I 8 � i 5 S/W PLANTER 13' PAVING 0.5' 8' 1 5' i 4' 1 1.5% MqX. I (MAX.2.0%) .... (MAX.) 1 SEE PAVEMENT J SECTION DETAIL THIS SHEET PROPOSED SEWER 10' UTILITY R/W EASEMENT EXISTING 1-1/2" GRIND & OVERLAY FULL STREET WIDTH W/HOT MIX ASPHALT CLASS 1 /2", PG 58-22 8 -I- 13' PAVING PLANTER 5 S/W i 3' MIN. �Q1 COVER ROAD A SECTION B-B SCALE: 1 "=6' 29' 0.5' S' S/W 14' PAVING so 0.5' 8' 41 (MAX.) 2.0% (MAX.) 7 SEE PAVEMENT SECTION DETAIL THIS SHEET PROPOSED SEWER Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 1 5' I 3' MIN. COVER 10' UTILITY EASEMENT 0.5' i ,(MAX.) I 4: 2.0% (MAX.) 1 M q X. CEMENT CONCRETE VERTICAL CURB & GUTTER - PROPOSED WATER PROPOSED STORM R/W 10' UTILITY EASEMENT 14' PAVING 5' S/W 0.5' 1 0.5' 1 % 1 5 ROAD A SECTION C-C SCALE: 1 "=6' 2.0% (MAX.) (MAX.) 4 1 Mq X. CEMENT CONCRETE VERTICAL CURB & GUTTER - PROPOSED WATER PROPOSED STORM 4' MIN. 4' MIN. I TUCK CUTINI DWY 10 PAVING 10, PAVING DWY I UNDER I I UNIT 5 5 2.0% 2.0% I VARIES (MAX.) (MAX.) VARIES SEE PAVEMENT 3' MIN. SECTION DETAIL COVER THIS SHEET PROPOSED PROPOSED WATER PROPOSED SEWER STORM ALLEY SECTION D-D SCALE: 1 "=6' DOES NOT NCEUDE ASBU ET NEORMAT ON 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL PROPOSED NEW I R/W i rI I 2, I 8' S/W 1 .5% I _(MAX.) A, MPX' PROPOSED SIDEWALK SLOPE PLANTER STRIP 5:1 FROM STA. 7+53.48 TO STA. 8+55.12 & STA. 12+83.98 TO STA. 13+ 1 1 .33 8' PLANTER 0.5' VARIES CL (24'-31) I EXISTING CEMENT CONCRETE VERTICAL CURB & GUTTER TO REMAIN. AT LOCATIONS WHERE CURB IS TO BE REPLACED, SAWCUT 12" BEYOND NEW GUTTER EDGE, INSTALL CURB & GUTTER, PAVE GAP WITH 4" CLASS 1 /2" HMA OVER 8" CSTC, AND SEAL PAVING JOINT WITH EMULSIFIED ASPHALT SEALER I 5.0% EXISTING SIDEWALK TO BE REMOVED RENTON AVE S SECTION E-E MINOR ARTERIAL (LOOKING NORTHWEST SCALE: 1 "=6' PUBLIC PRIVATE 4'$ CLASS 1 /2" HOT MIX ASPHALT (HMA) 2" CRUSHED SURFACING TOP COURSE 4" CRUSHED SURFACING BASE COURSE COMPACTED SUBGRADE TO 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D 1557) PAVEMENT SECTION NO. I REVISION NOT TO SCALE CLEANOUT, TYP. A g� CATCH BASIN -AREA DRAIN B TEE B Z PROPERTY LINE O £ O MIN. j O If m K .-.s.�.; .., 5'MIN. 3,MIN. PRIVATE, JOINT USE UTILITY EI 4 w CLEANOUT 1MTH - PERMANENTCAP CATCH BASIN - AREA DRAIN SECTION A,A ALIGN PIPE TOPS, OR PLACE ROOF DRAIN HIGHER. XMIN, VARIES 0 2'MIN. COVER OVER COLLECTOR LINE PLACE CLEANOUT AT 800' MAX SPACE, AT 9V BENDS, EACH 2ND 45' BEND, $ECTION B-B PIPE ENDS NOTE: MIN. PIPE SIZE 6"0 PIPE MATERIALS ALLOWED: PVC, LINED CPE, TRIPLE WALL POLYETHYLENE, DI (IF NEEDED FOR STRENGTH). 3'$ CLASS 1 /2" HOT MIX ASPHALT (HMA) 2" CRUSHED SURFACING TOP COURSE 2" CRUSHED SURFACING BASE COURSE --OMPACTED SUBGRADE TO 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) CAP, AND WHERE CLEANOUT IS IN PAVEMENT: IRON RING 8 COVER PER IFO0;247 OR EQUIVALENT 45- BEND PERMANENT CAP OR CONNECT PIPE L 4V WYE TEE, CROSS, OR 45- WYE AT BENDS CLEAN -Our DETAIL TEMPORARY CAP ON END OF ROOF DRAIN STUB, MARKED BY 2W STAKE Y STD. PLAN - 225.10 4 � � PUBLIC WORKS TYPICAL PRIVATE ROOF DRAIN DEPARTMENT COLLECTION SYSTEM t CROSS SECTION MARCH 2O08 ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 PDG DRAWN: DCL CHECKED: BY I DATE I APPR I APPROVED SCALE: KS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY GENERAL NOTES 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 CIVIL 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 LIABILITY TO THE CITY OF RENTON. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE CITY OF G) RENTON. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY 0 THE CITY OF RENTON PRIOR TO CONSTRUCTION. 0 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF O ANY OTHER CONSTRUCTION (E.G., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.). Ir- 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON, THE APPLICANT, AND THE APPLICANTS CONSTRUCTION .. (, REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. ENVIRONMENTAL NOISE LEVELS SHALL BE LIMITED IN ACCORDANCE WITH WAC 173-60-040 AND KING COUNTY CODE (SECTION 12.86); NORMALLY, THIS IS 7 A.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 O EASEMENTS NECESSARY BEFORE INITIATING OFF SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 0) 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS n SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEETS ALL 0 REQUIREMENTS OF THE CITY OF RENTON IS SUBMITTED TO CITY INSPECTION SECTION THREE DAYS 0 PRIOR TO CONSTRUCTION. 0 9. DATUM SHALL BE NAVD 1988 UNLESS OTHERWISE APPROVED BY CITY OF RENTON. I 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 B15.02 OF THE APWA STANDARD • • Q SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. J 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06.5). 13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. 00 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE O 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 0 RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE 0 FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1-07.23, "TRAFFIC CONTROL," OF THE I� WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. ELEVATION SERVICE DR/ V LL/11VVV I PLAN 1 (FOR 900 BEND) CLEAN -OUT DETAILS CLEANO L DRAIN WYE VICE TEE PLAN 2 FOR LOT SERVICE NOT TO SCALE eanout Detc .' IN COMPLIANCE WITH CITY OF RENTON STANDARDS VERTICAL: NAVD 1988 • [% IC T Y 0 HORIZONTAL: NAD 1983/183/1991 ;R RENTON DATU M Planning/Building/Public Works Dept. EARLINGTON TOWNHOMES ROAD CROSS SECTIONS & DETAILS UTILITY PERMIT # 01/03/18 FIELDBOOK: PAGE: DRAWING NO: DT- 01 SHEET: OF: 27 55 R-397127 Z O V Z f"y Ld Z Ld FACE OF CUR j6 1/2" ' �512'; 1' � 1T•R L ;; III 1" R. 1:24 L TOP 10" R. ROADWAYI ( S h 1 �— 7I l7 L7 q.:•. 1 - _ EMENT CONCRETE h TRAFFIC CURB AND GUTTER' FACE ADJACENT CURB J FLUSH WITH GUTTER PAN ATT,rSIDEWALK 1 RAMP -ENTRANCE IF.1 �a:2] f TOP F-0 ; II I OJT 12• R�- �t-i ROADWAYr DEPRESSED`CURB EOTION AT SIDEWAL K RAMPS FAC Iro► �.•.� �. F: p � 0� A0. •` r° PREMOLDED DINT FILLER E FULL -DEPTH EXPANSION JOINT _ 6" CEMENT CONCRETE 112" R. _-,11;*F SIDEWALK RAMP d .RIES" OR LANDING I ROM t TO 0 j 6 3I8 ' PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB] 6 112" SEE DEPRESSED CURB DETAIt'THIS SHEET' 1:24( Doll t 11• 112" R. ROADWAY" I^ I / in I, i 1 �- 1 6 ID P ESSED_CURB SECTIOO� __ _ AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL, DRIVEWAYS SEE STD PLAN 104:2 fir-1 FACE OF CURBI 6 1/2"- 5 12" 1"' 12" R. 1. RL NT CURB t - TOP OF OM SURFACE I 1 �114" _ r ULr I\LJJLU ICU IIU I I t-11L AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and101.1 for curb expansion and"ConUacMiori jarit spa`�artg. 2. Expansion joint shall be full depth, 3/8" (in.) preT0401pInitfille 3. For Depressed Monolithic Driveway Curb & Gutted -Standard Plan 1D42 - r STD. PLAN — 10 • PUBLIC WORKS CEMENT CONCR T CURBS.'--i DEPARTMENT 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS SCORE LINES TO BE RADIAL A TO CURB AND GUTTER + t/ 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS "W"-WIDTH OF SIDEWALK 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS CEM. CONC. CURB AND GUTTER SCORE LINES B B 1/2"X5" EXPANSION MATERIAL CURB RETURN 1/4"/FT. SLOPE ONLY 1/2"R 1/4"/FT. SLOPE 1/2"R 4" 1/2"R PAVEMENT AS PER PLANS 4" T PAVEMENT AS PER PLANS STANDARD CEM. CONC. PARKWAY STANDARD CEM. CURB AND GUTTER CONC. CURB AND GUTTER SECTION A —A SECTION B—B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS R JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN to' C/C. THEY SHALL NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE EXTENDED 2- BELOW THE GUTTER UNE. 1/2" THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1' BELOW CONCRETE. WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT. 1/2'X IEXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS. 1/2"X4" EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL. THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (3/4') WITH AIR ENTRAINMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2" TOOLED FINISH. SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR). Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) TYPICAL SIDEWALK vti�Y O� ADOPTED CITY OF RENTON STANDARD PLANS AT.fO IST DATE:04/04 DWG. NAME: F007 SP PAGE: F007 3/8• PREMOLDED JOINT FILLER (TYP) FACE OF CENTERLINE OF �S CURB I- FRAME 6GRATE 6 1/2 13"MATCH _ 1/2" R. 1" R. ROADWAY SLOPE RECESS D' 1? IV D • p -SEE NOTE 2 /8"R X 5/8"D DUMMY JOINT SEE NOTE 2 — a' J 2' L — — — J CEMENTCONCRETE CURB AND GUTTER PLAN VIEW FRAME AND GRATE - NOT INCLUDED IN CURB AND GLITTER BID ITEM TOP OF r ROADWAY • D D P • D . ADJUSTMENT SECTION - NOT INCLUDED ►• ,'p' IN CURB AND GUTTER END DEM CATCH BASIN - NOT INCLUDED a •'• IN CURB AND GUTTER BID ITEM •. a 'n n N D V V SECTION 0 GENERAL NOTES: 1. The intent of this design is to facilitate the removal of a catch basin with minimal disturbance of the curb. 2. The expansion Joints of the adjacent sidewalk shall I be adjusted to be In line with these curb expansion joints. \ ISOg41C VIEW SM CEMENT CONCRETE CURB• PION — 101.1 + + PUBLIC WORKS INSTALLATION AT PRO D: DEPARTMENT CATCH BASINS DATE DOES NOT NCLUDE AS-BU LT NFORMAT ON n' LAINI ...... _..-_ / EXISTING ASPHF PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET MINIM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM I 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS, o STD. PLAN — 103 PUBLIC WORKS CURB AND GUTTER PPR0 D: �+ DEPARTMENT REPLACEMENT DETAIL y �44 •� ATE 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL NO. I REVISION F' p' I� 01 0:. {ter_Fao= 'IF w? 9 I �o t° B RAISED EDGE DETAIL 1 - 0 6" SIDEWALK r; LEVEL 1124. EXTEND SIDEWALK TRANSVERSE 1'-0' V-0- 3B'(IN) PREMOLDED JOINT FILLER 12-(IN)R_ JOINTS TO INCLUDE RAISED EDGE I TYPICAL WHERE APPLICABLE 1 I I'I ROU DING 2.03E 1J �I ,'•.. i _- 1 12•(IN)R (TYP) FORCURBDETAILSJ SEE STD PLAN 101 ftY. c Y (IN) R. • � D •. _dF4'1d __ '� T ... ,CRUSH G ROADWAY y I '..,.�E, Jr%E�- } 11 CRUSHED ROCK BAS •N.wt_� r • o •v tit. r.. {I SEE RAISEDE -_. r ---='E 1•-0• SIDEWALK DETAIL-THISSH TYPICAL UNDER CRUSHING TOP COURSE C) _SIDEWALKOMPA% MODIFIED ..PR (TTSOiR ALL CUT M;N_ PROCTOR SLOPES (WITH RAISED EDGE (UNLESS REQUIREMENT WAIVED BY 1/2• (IN) R. iTYP.) ENGINEER) TYPICAL UNDER ALL CURB, L III.).. GUTTER851DEWAIJC CSTCUNDER CURB 8 GUTTER TO BE 6 THICKNESS OR - ` I , - - - �2 D% 1 FOkCUD PLAN A MATCH EXISTING ROADWAY CRUSHED ROCK N Oa ;.-.i; BILSE, WHICHEVER IS GREATER (TYP. FOR SEE ANC •. `CURB d GUTTER). 1 FINISHED GRADE I'(IN)BELOW " TOP OF CONCRETE SURFACE 2'-0' SIDEWALK ADJACENT TO CURB j 1/2- (IN) R (TYP ) ROU DING I _2.0% 1 1.5% SEE STD PLAN 0FOR CURB 1S BRIDGE OR PEDESTRIAN StsE� 1 - ,�N '."1•�::: -RAILING FOR CURB DETAILS ADJACENT TO CURB BARRIER -SEC SIDEWALK SEE STD PLAN IOL� (STEEPFILL SLOPES) CONTRACT PLANS -� ALL OR BARRIER I I �1/r (IN) R. CII - / I I' SIDEWALK FLUSH- 1.5% _ 1 : . �-..r 12• N) R. r. -•SAW' •: VERTICAL WALL- ��.• SEE DETAIL , �- � � ; ►• 318' ON) PREMOI - - JOINT FILLER: ADJACENT1ITO CURB AND. RAILING OR WALL PREMOLDED 111 FOR SIDE JOINT FILLER TREATMENT BBIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL SIDEWALK (SEE NOTE 10) SLCTIONS 1 1Z((IN)R. CTYP< 1 5% _ _ FOR CURB DETAILS ` 1.5%MIN. SEE STD PLAN 101 --1 BROOMED MATCH FINISH r OR MATCH EXISTING i DI 4• WADE. SMOOTH - _ S , TROWELED PERIMETER - FINISH1EDGRADE 17 ON) BELOW TOP OF CONCRETE G. 'SURFACE FOR PLANTING -FLUSH IF PAVED Q' id, 6" .\ �\ CEMENT CONCRETE CURB j (CURB AND GUTTER SHOWN) ADJACENT -TO BUFFER STRIP / FOR CURB DETAILS Q' SEE STD PLAN 101 5,.0' �� = Ur TO 1�' Four feet of the sidewalk width shall © /i pedestrian IN SIDEWAIX ONLY •�►♦ �: �• be the minimum CONTRACTION JOINT •. accessible route (PAR) free of vertical _ , ► • o . and horizontal , Junction B Gratings, \ ►' ' ' R '� ' A(XXiS$ Covers, Junction Boxes, FULL -DEPTH EXPANSION JOINT IN BOTH CURB AND SIDEWALK (SEE STD PLAN 10LL) , Cable Vaults, Pull Boxes and other appurtenances within the sidewalk S�F must be flush with surface, and match o �9� / „C CONTRACTION DINT grade of the sidewalk. JOINT AND FINISH DETAIL • 2. Monolithic Cement Concrete Curb and �' • •� ' � �A� lb�• Sidewalk is not permitted In new For other referenced NOTES see;', k construction. When replacement work LSTD PLAN 104.2.a' -• ' necessitates a Monolithic Cement Concrete Curb build per WSDOT PREMOLDE - Standard Plan F-30.10-03. JOINT FILLER aved surfaces must comply With ISTO PLAN-102.1 as applicable. E FULL -DEPTH 3. roncrete to be 4,000 PSLI EXPANSION JOINT 1 • PUBLIC WORKS CEMENT CONCRETE PPRPLAN — 102 -- �7 DEPARTMENT SIDEWALK a0 1 DIFFERENCE BID ITEM'Ik+€4VPESSIB ALX:RMIPSr:_ - S'MIN. :VARI •S T$ NOT'ET 611_N. - ° (SEE NQTE`S} -1 ISEE NOTE 6� 10LF OF PAVED � I I� DRIVEWAY REOUMEO. 11- EXPM4510N JOINT(IYP.) CENENT (SEE StD PUN iD21 <_ "'� A:ONCRETE= I. III I , �WEWAL(F' I I S SEE N OTE`S 4 L�' I 1 - - ,�- - CONSTRUCTION JOINT SEE NOTE I 'f{ANtPwRH 1)H,tY CEMENT CONCRETE CURB. GUTTER I SIOPErTYP) \���// (SEE NOTE 3) aS' CO.NTRACTION JOINT (TYP I +1 (SEE STO PLAN 102) - PLAN VIEW VARIES ]444 (SEE NOTE 10) . - 8.3% MAX, SEE NOTE 9(TYP), 0 T MIN -CEMENT CONCRETE_ 6' MIN SIDEWALK O SECTION A 6• Milk DEPRESSED CURB l GUTTER;-:- 31S•EXPANSIONJONTITVP) - (SEE NOTE T) (SEE STD PLAN 102) i I ' ,ru,i ; �tlFwuxN6a DRNEWAY WI. SKIVE SLOPE (SLOPE SHOWN EXAGGERATED) i`• k�. . 6 MIN. /1 RELATIVE D •. ,. ,. _ _ )PE ISLOPE;r"'I !GERAT�l1ik -- CEMENT CONCRETE, CURB 6 GUTTER ISEE NOTE 3) CEMENT DEPREBBED NOUTHIC CARIBS R (SEE AIL. STD. PLAN 103.2) CONCRETE SIDEWALK / TYPE R1 - ISOMETRIC / VIEW For NOTES see STD. PLAN!c11 ticY o STD. PLAN — 104.1 + PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PP %'ED: = $ DEPARTMENT ENTRANCE - TYPE R1 2� FNTO �A- ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 PDG DRAWN: DCL CHECKED: BY I DATE I APPR I APPROVED Gregg Zimmerman, Public Works Administrator sso� I. I n f III ,l ` EL `tr 'tiLS TRUE' I tR-air, wkc Dun # • _ EN`if +SIS titife Sgl{a Aft I iII 1 fl t ' I� 1 �1 _ .rf'ros, r tf , I � el 1 1c� I a P E -0mvw w?l Ear tirl' to— ow J o d U i I I II i 1 ' I 1� c c 0 I� u ,I titY o STD. PLAN — 102.1 PUBLIC WORKS UTILITY PLACEMENT IN ppR 'ED: ,�•' DEPARTMENT CEMENT CONCRETE SIDEWALK Z/ FNT� IE=251 .04, 8" 0 SCALE: VERTICAL: NAVD 1988 • wit+J HORIZONTAL: NAD 1983/1991 CITY OF ��r RENTON [;R ONE INCH DATU M • AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY Gregg Zimmerman, Public Works Administrator IE=249.54, 12"0 IE=251 .04, 8" 0 IE=249.54, 12" 0 SECTION A —A NOTE: CATCH BASIN TO BE PRE —CORED AT SHOP. CB #7 DETAIL SCALE: 1 " = 2' IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES DETAILS UTILITY PERMIT # 01/23/18 FIELDBOOK: PAGE: DRAWING NO: DT-02 SHEET: OF: 28 55 U R-397128 r� u no i .� ry` CEMENT CONCRETE CURBUTTER NOTE CEMENT DEPRESSED MONOLITHIC CONCRETE .� CURB 8 GUTTER SIDEWALKS j (SEE DETAIL THIS SHEET) A4 TYPE C2B - ISOMETRIC VIEW (COMMERCIAL, WITH BUFFER) NOTES 1. When a driveway width exceeds 15 feet, construct a full depth expansion joint with 318' joint filler along the driveway lane lines FACE OF CURB (see std. plan 102). Construct expansion joints parallel with the SEE; CC BEE DEPRESSED CURB DETAIL e+rr on T Is SHEET centerilne as required at 15' maximum spacing when driveway CONTRACTION JOINT Widths exceed 30'. STOPLAN 1L12 s+rr r 11r R. TOPOF ROADWAY 2. See std. plan 102 for sidewalk details. 3. Curb and gutter shown, other curb designs may be specified. I See std. plan 101 for curb details. s L 4. Not used. 5. The englneer will design all driveways to Include elevations at all NOTE DRNEWAYLONGITUDINALEJIPANSION points marked with symbol "X". All elevations are at the back of JOINTS SHALL FULL M DEPRESSED MONOLITHICHFiIC CURB8 GUTTER DETAIL curb top on uphill side. 6. Not used. 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see std. plan 102) shall be spaced as shown in the corresponding Isometric view. 8 Slopes shall comply with sections R303.2.1 or R303.2.2 or R303.2.3 of the Revised Draft Guidelines for Accessible Public FACE OF ADJACENT CURB rv`, 1" ts-of-Way of Novemba 23, 2005 (PROWAG). . / Y 9. Curb returns for any Type C-MAX Driveway may be approved on i -1 • a case -by -case basis. R�---SURFACE P 10. STREET STANDARDS = Renton Municipal Code (RMC) I - a, n 1'R Title IV Development Regulations CHAPTER 6 STREET AND UTILITY STANDARDS Section 4-6-060 STREET STAN DARDS DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS = Renton Municipal Code (RMC) Title IV Development Regulations Driveway Example: TYPE C1B CHAPTER 4 I R=ReBIdeMfel. C-Commercial 1 CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Number of Lanes, Section 4-4-M PARKING, LOADING AND DRIVEWAY (MAX=A Lane Commwdal) REGULATIONS B=Butter (Planting Strip), Blank=No Sulrer + PUBLIC tY0121.5 DFP:IRTMENT CEMENT CONCRETE DRIVEWAY ENTRANCES - NOTES AND DETAILS STD. PLAN - 104.2 pROb D: T CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) HANDHOLD 0 g RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION ID a GROUT, TYPICAL (SEE NOTE 5) FLAT SLAB TOP 0 48", E4", 60', 72', 84' OR as - MORTAR (rYP.) STEPS 0R LADDER -1LLET V f REINFORCING STEEL (TYP.) 5? ry 12. GRAVEL BACKFILL FOR F r PIPE ZONE BEDDING SEPARATE BASE INTEGRAL BASE CAST -IN -PLACE PRECAST WITH RISER "O" RING +T '•. GRAVEL BACKFILL FOR BE PIPE ZONE BEDDING SEPARATE BASE PRECAST CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL THICKNESS BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING STEEL in2lft. IN EACH DIRECTION SEPARATE BASE INTEGRAL BASE 48' 4' 6" 36" W 0.23 0.15 54^ 4.5" a" 42" 8" 0.19 0.19 60" 5" 8' 48" W 0.25 0.25 72" 6" 8' 60" 12" 0.35 0.24 84" B. 12" 72" 12" 0.39 0.29 961. 8" 12" W 12' 0.39 0.29 NOTES 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed with the flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 5. All grade rings, risers, and castings shall be set in mortar in accordance with (D Corrugated Polyethylene Storm Sewer Pipe (Std. S Standard Specification 9-04.3. peo.so5.2o) p � (Std. Spec. 9-05.12(1 )) (�) (Std. Spec. 9-05.12(2)) tiYt O + PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00 �N COS DEPARTMENT MARCH 2O08 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center OD,MT,ND,OR,WA) PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER CONCRETE ALL METAL CPSSPO SOLID PVCD PROFILE ALL VC 48" 24" 30" 24" 27" 3T 54" 30" 36" 30' 27" 36• 60" 36" 42" 36" 36" 42' _fT 42" 54" 42" 36" 48' 84" 1 54" 60" 54" 36" 48' 96" 60" 72" 60" 36" 48' BIO `TErA ONC[P xW S`M_,-,„ Ir MINj (SEE NOTE B' "IN 11 (SEENOTE B( I3LF - I i DRIVEWAY _FPAVED REQUIRED -- L 38EXPANS,IONJOINT (TY 2, (SE€3T0, FLAN I.1 �{ CEMENT CONCRETE' SIDEWALKI" x E So Iu Z rbEE NCTr5 A yw w g CCN TRUCTION JOINT SEE NOTE I -- CENIENTCONCREni RAr.IP IVITH 11H 1V a CURB a GUTTER SLOPE (TYP) '.SEE NOTE 31 J W CONTRACTION JCINT nYP I (SEE STO PLAN 1011 PLAN VIEW VARIES ISEE NOTE 1'. 83°. I.tA% SEE NOTE B iTVP1 I I 6•PAIN - - G•MIN CEMENTCONCRETE 6' MIN ��RB A G'�TTER l�8' EXPANSION JOINT (iYP ISEE NOTE 3DEPRI:SSED SIDEWAL x ,SEE S1D. PLAN 101 . _ ! SECTION O SIDEWALKwTpTH. DIFFERENCE IN SLOPE fIAx', �'�U - - - ORIVEWq wI snivE §coEl(AcoERATE01 DRIVEWAY ir-� n tat . , Y - - - 6 MIN DRIVEWAY W, RELATIVE �4 �' v SE ON O NEGATIVE SLOPE (SLOP • �`_ SHOWN EXAGGERATED)" CEMENT CONCRE"E SIDEWALK TYPE R1B - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) CENIENT CONCRETE CURB 8 GUTTER (SEE NOTE 3) For NOTES STD PLAN 104.2 titY 0 STD. PLAN - 104.3 j + PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PPR 4ED: DEPARTMENT ENTRANCE - TYPE RIBella M Z NTO / A iE DOES NOT NCLUDE ASBU LT NEORMAT ON 4regelimmerman, Putkk:'WgIks Administrator 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL NO. I REVISION 2 12" OR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION < /Nk A #3 BAR EACH CORNEF #3 BAR EACH SIDE #3 BAR FACE..... PRECAST BASE SECTION #3 BAR EACH CORNER 18" MIN #3 BAR HOOP PIPE ALLOWANCES N=IMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR 12' PLAIN CONCRETE ALL METAL PIPE 15' CPSSP* 12' (STD. SPEC. 9-05.20) SOLIDWALLPVC 15' (STD. SPEC. 9-05.12(1)) PROFILE WALL PVC 15, (STD. SPEC. 9-05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION 'SY PUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN 200.00 - DEPARTMENT MARCH 2O08 GEOBLOCK 5150 MODULAR GRID SYSTEM (OR EQUAL) WITH SANDY SOIL AND SEEDED WITH GRASS PER MANUFACTURER'S SPECS COMPACTED SUBGRADE 6" ENGINEERED BASE MATERIAL AS SPECIFIED BY MANUFACTURER NOTES: 1. MODULAR GRID PAVEMENT SHALL PROVIDE SUITABLE SUPPORT FOR CITY EQUIPMENT. 2. CONTRACTOR SHALL PROVIDE CUT SHEETS WITH SUFFICIENT INFORMATION TO BE APPROVED PRIOR TO INSTALLATION. 3. MAX SLOPE = 12.0% STORM VAULT ACCESS ROAD SECTION ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 PDG DRAWN: DCL CHECKED: BY I DATE I AP P R I APPROVED NOT TO SCALE SCALE: NTS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M m FRAME AND VANED GRATE .yA 30+ Byte �^ EJ � 6" OR 12" ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION HOOPS REDUCING SECTION #3 BAR EACH CORNER #3 BAR EACH SIDE FINISHED LANDSCAPE SURFACE (TYP.) EACH WAY PRECAST BASE SECTION PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR 18" PLAIN CONCRETE ALL METAL PIPE 21" CPSSP* 18" (STD. SPEC. 9-05.20) SOLID WALL PVC 21" (STD. SPEC. 9-05.12(1)) PROFILE WALL PVC 21" (STD. SPEC. 9-05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required Taber shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 26". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9-04.3. #3 BAR HOOP BAR EACH CORNER SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION ~zY STD. PLAN - 200.10 PUBLIC WORKS CATCH BASIN TYPE '1 L DEPARTMENT MARCH 2O08 8" MIN. (VARIES DUE TO PIPE SLOPE) 12" MIN. 15" MAX. 3" MIN. • %R CITY OF RENTON Planning/Building/Public Works Dept. WIDTH PER PLANS (4' MIN.) 12 MIN. (TYP.) d d a d d 12" NOTE: SEE COR STD. PLANS 261.10 & 261.20 ON SHEET DT-05 PERMEABLE PAVING: ASPHALT (4" MIN.) OR CONC. (5" MIN.) COMPACTED PERMEABLE BALLAST (CRUSHED, CLEAN ROCK 2" MINUS FILTER FABRIC (MIRAFI 140N OR SIMILAR) GRAVEL BACKFILL FOR DRYWELLS 6" SLOTTED UNDERDRAIN SLOPED TO DRAIN. PEDESTRIAN PAVEMENT SECTION NOT TO SCALE IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES DETAILS UTILITY PERMIT # 01/03/18 FIELDBOOK: PAGE: DRAWING NO: DT-03 SHEET: OF: 29 55 U R-397129 24• s" I a 5112• 1- R Y Z 1" 3 m LEVEL a W Y m HOOD Z N a MOLD O a..� In' MIN. 6 C' m 3 a MOLD v OPENING HEIGHT �� BOLT -DOWN SLOT SEE NSLOT - SEE �� SLOT- SEE DETAIL I t{ 4" MIN. DETAIL AND NOTE 1 I ❑ `� AND NOTE 1DETAIL 5• AND NOTE 1 0 c C o A 3o J 51. 3 fn Q TOP OF GRATE 2 1(2` DIA . H 4 � J LL.I SEE NOTE 3 5' - FRAME 20 � 20 N L o p�p4p 5" O o � [EJ O�QQO�OLL =L °z o 5" o O DETAIL SECTION O pa���QpQp 3, n Q�4�QpQ�Q O OUTFACE TO STREAM DUMP NO POLLUTANT CATCH BASIN IUTFALL TD STREAM DUMP NO POLLUTANT 29•MIN. (-0�) =3" TOP B SECTION OB TOP SECTION O w TOP SECTION 1" MIN. 20 1/a" (= 0.25') s Typ GRATE � � � C NOTES U L 1 Provide two slots in the cover that are vertically aligned O o with the holes in the frame.Location of bolt -down slots z with among different manufacturers. NOTE 4 4 3l4" 1 1 /2" yq• SEE N :34'(WIDE SIDE) g (TYP.) 2. Alternative reinforcing designs are acceptable in Z CATCH BASIN TYPE 1 7 OR 8 EQUAL SPACES SEE NOTE � lieu of the rib design. '� 24• mP') = 40" (WIDE SIDE) H:'•� •• CATCH BASIN TYPE 1L 3. Refer to Standard Specification 9-05.15(2) for additional uP5 DIRECTION OF FLOW 4 EQUAL SPACES 4 EQUAL SPACES ON requirements O =-7--. SEE NOTE 2 4. For Frame details, see City of Renton o SECTION O Standard Plan 204.00. LSECTION O __ Z SEE NOTE TOP VIEW SECTION O 1/2 SECTION 0 O FRAME DETAIL O NOTES 1. The asymmetry of the Combination Inlet shall be considered when 1 1/4" V calculating the offset distance for the catch basin. See SECTION A. Z 2. The dimensions of the Frame and Hood may vary slightly among dif- 7 O ferent manufacturers. The Frame may have cast features intended 5• CURB OR CURB AND GUTTER to support a grate guard. Hood units shall mount outside of the g,n• Op000� MATCH TOP OF HOOD Frame. The methods for fastening the Safety Bar / Debris Guard Rod 1/2 TO TOP OF CURB (TYP.) O to the Hood may vary. The Hood may include casting lugs. The top ®p O ®p ®gyp A ' 0 ® ®Q 0 ®� G /L YL of the Hood may be cast with a pattern. HOOD 3. Attach the Hood to the frame with two 3/4" x 2" hex head bolts, nuts, 4" 4- 3/q• DIAM. HOLE O®®�OOpO�®®�pOOOOOp DO NOT INSTALL and oversize washers. The washers shall have diameters adequate 1 1/z" 1/2" DIAM. HANDLE O�p®OODOpO®00®�O®� BOLT -DOWN SLOT DETAIL BOLT -DOWN SLOT DETAIL W SAFETV BAR/ DEBRIS GUARD to assure full bearing across the slots. pO®�®0®OOGooO® x QOO O�®OOO�O SEE NOTE 1 ���\SEE NOTE 1 20" 24" VANED GRATE 4 When bolt -down grates are specified in the contract, provide two SECTION cO 1 �Op00OOp� NOTES Y holes in the frame that are vertically aligned with the grate slots. ®O®� NOTES FRAME Tap each hole to accept a 5/8" x - 11 NC x 2" alien head cap screw. OOG 1• Provide two slots in the grate that are vertically aligned . . Location of bolt -down holes varies among different manufacturers. with the holes in the frame. Location of bolt -down slots Provide two slots in the grate that are vertically aligned See BOLT- DOWN DETAIL varies among different manufacturers. 1. with the holes in the frame. Location of bolt -down slots varies among different manufacturers. 5. Only ductile iron Vaned Grates shall be used. ISOMETRIC ISOMETRIC BOLT -DOWN SLOT DETAIL ISOMETRIC z. Refer to Standard Specification 9-05.15(2) for additional z. Refer to Standard Specification 9-05.15(2) for additional requirements. J 6. This plan is intended to show the installation details of a manufao SEE NOTE 1 requirements. 3. Use only on sags and vertical curbs locations. tured product. It is not the intent of this plan to show the specific 3. Unless otherwise specified, vaned grates shall be used with standard frame ISOMETRIC VIEW details necessary to fabricate the castings shown on this drawing. in the travel way, gutter or shoulder. vaned grates shall not be located 4. Unless otherwise specified, vaned grates shall be used with standard frame within crossroads. Use vaned grates along rolled curbs. in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. o~�Y STD. PLAN - 203.00 o~�Y �,{ STD. PLAN - 204.10 o~�Y �� STD. PLAN - 204.20 o~�Y �� STD. PLAN - 204.30 PUBLIC WORKS OPEN CURB FACE n PUBLIC WORKS RECTANGULAR SOLID n PUBLIC WORKS RECTANGULAR n � PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL ;P- + DEPARTMENT FRAME AND GRATE DEPARTMENT METAL COVER � DEPARTMENT VANED GRATE - DEPARTMENT VANED GRATE �N f INSTALLATION DETAIL MARCH 2O08 FNTO MARCH 2O08 �N fO MARCH 2O08 �N fO MARCH 2008 M0 W r O O O 1/2" [13mm] LETTERING NOTE: Y a O.D. limits of pipe W (sae note 4) D• compaction 1 . SEE SEC. 5.04. KCRS. BOLTHOLES - 3 PLCS EQUALLY SPACED 120• io 3' max. Y m p limit cr pipe one APART ON 23 1H6' (586mm) DIA B.C. #6 BARS @ 7" SPACING TS - 12"(TYP•) 1'-0 madenal c ��zI�ceT x turovaMOf for flexible 2. INSTALLATION OF N.D.C.B.U. MUM pipe (see ® s �w note6) INCLUDING CONSTRUCTION OF 21"x24", Cc O.D. BASE WILL BE DONE BY THE 24- DIAM, 48" DIAM. 0.15 O.D. min. NOTE: a` OR54^DIAM. HOLE U.S. POSTAL SERVICE. CITY LOGO LIDS NOT y limits of pipe �P') compaction Q 0.850.D. min. R E N T O N ALLOWED ON PRIVATE 2" PROPERTY/SYSTEM �� 12 eveldation $ , n r n r a AHEAD OF THE CURVE ® Q 1"MIN. iA for pi bedding ,�"A4gx for pipe bedding Brevel backfill for 1 -4 2 -7 MAX. MIN. 5'-0" CLEAR WIDTH £ °m foundations when specified 84" Or 98" FLAT SLAB TOP ,2• • A= 4 min. 27" I.D. and under P8' min., over2T I.D. DRAIN PREFABRICATED LADDER A. Metal and Concrete Pipe - (1)1" (25mm) >: Bedding for Flexible Pipe L - - - J Js DIA PICKHOLE COVER BOTTOM VIEW OQ #5 BARS O 6" SPACING span span span - max max 3' max 1 114" [32mm] LETTERING Flexible Pipe NOTES: � - - 1. Provide uniform support under barrels. PLAN VIEW ° 12" MIN. 2. Hand tamp under haunches. 20" x 24" 1 3. Compact bedding material to 95% max. density; directly- 24" DIAM., 48" DIAM. al over pipe, hand tamp only. I OR 54" DIAM. HOLE 0.15 rise min. 4. See "Excavation and Preparation of Trench" in sanitary 2' (TYP TYPICAL ORIENTATION � 25" DIA. (3) BLT Soc. (ALLEN HEAD) r m sewers section of the standard WSDOT/APWA - - - MOUNT ON PEDESTAL PROVIDED 5/8"-11X1.53S �- FOR ACCESS AND STEPS limits of i [635mm] 1• 1 pipe specifications for trench width "W" and trenching [25mm] RUBBER WASHER 1 compaction D.85 rise in. WITH N . D . C . B . U . UNIT. -[ 1"MIN. STEP options. The pipe zone will be the actual trench width. 3/4' [Isom] 72" FLAT SLAB TOP ravel back811 for The minimum concrete width shall be 1 2 I.D. = 18". gravel backfill 9 5. Trench backfill shall conform to "Backfilling Sewer 6" for pipe bedding foundations when specified Trenches" in the sanitary sewers section Of the ANCHOR B 0 LT TT 2[� WSDOT/APWA standard specification, except that 3/8 r' X FULL DEPTH PATTERN PER 21/2• I rocks or lumps larger than I" per foot of pipe diameter EXPANSION JOINT N.D.C.B.U. e 3/4^ [64mm] B. Pipe - Arch Installation shall not be used in the backfill material. [222mm] #4 BARS @ 6"SPACING Q 6. See "Bedding Material for Flexible Pi inaggregates PEDESTAL TYP ✓. 9 Pe" section of the WSDOT/APWA standard specifications SIDEWALK TEMPLATE. COVER SECTION VIEW for the material specifications. Rigid Pipe NOTES: • " 20' x 24" OR 1. Pipe compaction limits shown on this plan are for pipe ' EON BOLTING DETAIL 24" DIAM. HOLE construction in an embankment. For pipe construction 4 2• (TYP.) 48"MIN. I I in a trench, the horizontal limits of the pipe compaction i r h zone shall be the walls of the trench. 261/2' DIA 1" MIN 2. All steel and aluminum pipe and pipe -arches shall be • < ^ [673mm] 1 2 M" MAX. ECCENTRIC CONE SECTION installed in accordance with design A. SEE NOTE N 0 . 2 48" S4" Or 60" FLAT SLAB TOP 3. Concrete pipe with elliptical reinforcement shall be ® Backfill material placed in 0.5' loose layers and SEE NOTE 251/4" DIA r r installed in accordance with design A. compacted to 95% maximum density. N O 2 [641mm] 1 1/16" 4. Concrete pipe, plain or with circular reinforcement, shall be installed with design A. Method B p ci compaction (WSDOTlAPWA) [27mm] standards specifications.) (Bmm) DIA 5. O.D. is equal to the outside diameter of a pipe or the p ) 1 -6' • NEOPRENE GASKET outside span of pipe -arch. The dimensions shown as 1-6 3p. O.D. with 3' maximum shall be O.D. until O.D. equals 1/4• LA 3'; at which point 3' shall be used. [152mm] loom] �mm] 0". for diameters 12"ter through 42" and spans through Min. den SIDE VIEW 1 � 5 50". 2'-0" for diameters greater than 42" and spans Pipe Size between FRONT VIEW greater than 50". barrels 23 3I8' DIA CL OPEN 6" OR 12' [16mm] [594mm] MI ; y 12" to conc., LCPE, CMP circular pipe 3" diam. / 2 NEIGHBORHOOD MAILBOX UNIT 27 5/16• DIA `I (diameter) [R3mm] �NE #3 BAR HOOP 'I , NOT TO SCALE [894mm] - 1!5" T 102" to 180" 48" 341/8" DIA O #3 BAR HOOPS OFOR 12"O 4" 6� pipe - arch 18" to 36" 12" GASKET GROOVE DETAIL [867mm] CIRCULAR ADJUSTMENT SECTION metal only 43" to 142" span / 3 NOTES RECTANGULAR ADJUSTMENT SECTION (span) 148" to 199" 48" FRAME SECTION VIEW IN COMPLIANCE WITH CITY OF RENTON STANDARDS ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 3717C1 OR APPROVED EQUAL. 1.0 As an acceptable alternative to rebar, wire mesh having a minimum area of 0.12 square inches per foot may be used for adjustment sections. STD. PLAN - 204.50 o~�Y � STD. PLAN - 204.80 1� STD. PLAN - 220.00 PUBLIC WORKS STORM ROUND FRAME AND COVER n PUBLIC WORKS MISCELLANEOUS DETAILS FOR i PUBLIC WORKS PIPE COMPACTION DEPARTMENT ' DEPARTMENT DRAINAGE STRUCTURES + DEPARTMENT DESIGN AND BACKFILL MARCH 2O08 "PENT MARCH 2O08 � ,T MARCH 2O08 _ Call 2 Working Days Before You D' g y Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) DOES NOT N C L U D E A S B U �T N E O R M AT O N 0 FIRST SUBMITTAL ESM 08/30/171 SURVEYED: SCALE: NTS VERTICAL: NAVD 83/1 HORIZONTAL: NAD 1983/1991 DATU M •- CITY OF qqRENTON Planning/Building/Public Works Dept. EARLINGTON TOWNHOMES DETAILS UTILITY PERMIT # 01 03 18 / / 1 SECOND SUBMITTAL ESM 11/15/17 DESIGNED: Poi 2 THIRD SUBMITTAL ESM 01/03/18 PAGE:FIELDOOK: PAGE` DRAWN: ONE INCH DRAWING NO: DT-04 CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION BY DATE AP P R APPROVED: SHEET: +O OF: 3 55 R- 397130 V / LLd L O Z O I- Z O F__ V Z ryNJ Q Ld F L_ PAVEMENT BASE I SAND LAYER (fF REQUIREDy SEE NOTE 4 I I 12" MIN ABOVESEASONAL HIGH GROUNDWATER OR HYDRAULICALLY SUBGRADE SEE NOTE 3 v RESTRICTIVE LAYER PERVIOUS CONCRETEIPOROUS ASPHALT MINIMUM MATERIAL THICKNESS Oft RESIDENTIAL STREETSAND PEDESTRIAN ALLEYS v PERVIOUS POROUS PERVIOUS POROUS LAYER MATERIAL TYPE' CONCRETE ASPHALT CONCRETE ASPHALT (IN) ON) )IN) (IN) O'E PERMEABLE �JIVERIENT: SEE NOTE 1 8 6 '4 i Fi I CHOKER COURSE C 2 0_ AGGREGATE BASE SEE NOTE 2 8 6 6 NOTES: 1 PERMEABLE PAVEMENT THICKNESSES LISTED FOR POROUS ASPHALT INCLUDE WEARING COURSE ANDASPN,AILT TREATED PERMEABLE BASE (ATPB1 WHEN UTILIZED CHOKER COURSE REQUIRED WHEN ATPB IS USED 2 RUNOFF STORAGE REQUIREMENTS MAY REQUIRE A THICKER AGGREGATE BASE. HYDRAULIC MODELING RESULTS SHOWING THE REQUIRED AGGREGATE BASE THICKNESS FOR STORMWATER CONTROL MUST BE SUBMITTED 3 PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06 3(31 SUBGRADE FOR PERMEABLE PAVEMENTS COMPACT TO A DEPTH OF 6 TO 90%-92% OF MAXIMUM DENSITY PER WSOOT 2-03 3(141D OVERCOMPACTED SUBGRADE SHALL BE SCARIFIED TO B' MIN ANDRECOMPACTED 4 PERMEABLE PAVEMENT SHALL BE DESIGNED WHERE THE SOIL BENEATH THE BMP MEETS A MINIMUM ORGANIC MATTER CONTENT OF 1 0`Y AND l A MINIMUM CATION EXCHANGE CAPACITY OF 6 MILL!EQUIVAL£NTS PER 100 GRAMS A 6 INCH SAND LAYER MUST BE INCLUDED IN THE DESIGN f BENEATH THE PERMEABLE PAVEMENT IF THE SOIL DOES NOT MEET THESE PROPERTIES GENERAL NOTES: REFEk'TO WSDOT LOCAL AGENCY GENERAL SPECIAL PROVISIONS (GSP%) DIVISIONS 2-9 APWA GSP% AND MOOT STANDARD SPECIFICATIONS POROUS HMA SHALL CONFORM TO REQUIREMENTS OF APWA GSP 5-04 ,3- PAVEMENT BASE SMALL BE INSTALLED PER APWA GSP 4-04.3(5) SHAPING AND COMPACTION 4 PERMEABLE ASPHALT TREATED BASE (PATE) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-SA2 CRUSHED SURFACING CHOKER II COURSE (CSCC) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04 2(9.03 9(211 CPU 5 PERMEABLE BALLAST SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04 299-03.9(2)) Opt1 I I 6 MINIMUM UTILITY SETBACKS AND PROTECTION MEASURES MUST CONFORM TO CURRENT CITY STANDARDS AND OTHER UTILITY PROVIDER REQUIREMENTS REFER TO THE CITY OF RENTON SURFACE WATER DESIGN MANUAL AND STANDARD PLANS 26510 AND 26520 T PERMEABLE PAVEMENT SHALL BE DESIGNED OR REVIEWED BY A LICENSED ENGINEERING GEOLOGIST OR GEOTECHNICAL ENGINEER FOR ALL APPLICATIONS. PAVEMENT DESIGNS MUST BE PREPARED BY AN ENGINEER LICENSED IN WASHINGTON STATE 8 ACCEPTANCE TESTING FOR SIDEWALKS, PATHS AND VEHICULAR PAVEMENT LESS THAN 2,000 SF SHALL BE AS FOLLOWS PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES APPROVAL WITH 5 GALLON BUCKET TEST, WATER TRUCK. OR ASTM C1701 USING A 12-INCH RING SEALED AT THE PAVEMENT SURFACE 9 ACCEPTANCE TESTING FOR ROADWAYS AND PARKING AREAS OF 2.000 SF OR GREATER SHALL HAVE A MINIMUM INFILTRATION RATEOF 140; IIWHR PER ASTM C1701 AND APWA GSP 5-04.3 AND 5-063161 10 ROADWAYS. DRIVEWAYS, AND PARKING LOTS SUBJECT TO VEHICLE LOADING SHALL MEET STRUCTURAL REQUIREMENTS OF CITY OF RENTON TRANSPORTATION DEPARTMENT STANDARDS FOR EQUIVALENT NON -PERMEABLE PAVEMENT TYPES 11 REEFER TO THE CITY OF RENTON SURFACE WATER DESIGN MANUAL 1SWOM)FOR ADDITIONAL REQUIREMENTS PER SWDM C 2 7 12 FOR PERMEABLE PAVEMENT MSTALLATIONS ON SLOPES GREATER THAN 5%. CHECK DAMS AREA REQUIRED PER STD PLAN 201 20 UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) PERMEABLE PAVEMENT MATERIAL STD, PLAN - 261.10 _•® DEPARTMENT PUBLIC WORKS SECTIONS - PERVIOUS CONCRETE AND A Y �L� Omw At POROUS ASPHALT; ICONI'ROI J31h1? ('YP) (PERV OJS CONCRETE ONLYI DESIGNER-] SPECIFY EPACIHO DESIGN VVArER SURFACE I.FVAT!ON CIDN-R:]_LE7 'D%`JAX. SIOPE MIN),CHE (T10A`,1 av CUTLET I C�EARAN'CE _ SEE PERMEABLE PAVEMENT SECTION r S'i) PI AN 2611C r 12 A I� jGONTRO_LEC OENSI-Y FILL ( 1 iV SUB LkFA'E CHECK [.AM Pi R UF_SIGNER F'f ` 1 LWSI 71 SF .,T IOr.2 05 3, P,E - 3" MIN K=Y ,jYF) CFECKCAM REQUIRED 12"M1"N CHECK CAN HFIGHT 1 (FOR SLCPE S-ErPER THAN 5i'6 OFS GNFR 1 TOSPECIFY SUBGRADE PEP SLDTTEO LNCEFDRAN-1� d STOPIAN?I] IC 6"LMIN 3EQDiNG SELNOTE 2 I` CONTROLLED DENSITY FILL SUBSURFACE CHECK DAM! CONTROL, JDINT(TYP I SPACING (PERVIOUS CONCRETE DNLYi u ._. G ER'TOSPECIFY SiG DESIGN'N'ATLR SURFACE ACING 1, (ELEVATION Co^!TROLL FO BY , (:OUTLET 1C% MAX S_OPE - -- _ T MIN CHECKOAhI C EARANCE SEE PERMEABLE 1 PAVEDM ENT SEC71Ch STD PLAN 761 1C N:. 7 -� CC'JFR .---_.J S 4 I 1 - � t '§U63RADP PFR STGPIAN 251 10 DES'GNER TC SPEi?FY }r , zT L COMMERCIAL CONCRE'E 4 h'I'J SUHSUk1ACF C1-.FC{ J i, SUBSL'RFACE CHECK DAV PER DAM HFIGH' 'NSCOT SECTION E,02 3(21B I'YP '' CHECKDAH REQJ RED FOR5L0'--ED UF, DER,RALN;.`L r MI•J EE`4O1E.2 ]' SLOPE SILLPER Tti{A'NA%j BEC'DIN_ CONCRETE-6ANQ SIl URFMICE CHECK DAM C! FA.NDLIT PER1S DD ot1T! FT Fl FVATION. l+ P-AN 22530 0, 1-k .FVFL CONTRCLL FD BY CF. S!GNER TO SPECIFY, o ^UTLE- ELEV AT C'J SEE PERMEABLE TYPE IL tl) R 3T16 RLALLA PAVLMENT S-C'ICN - 00 3 OR FISHER STRURT;IJR'Fr STD "-AN2E1 lO 1 MIN i i NIN 3 M#A �'AITHAP) QVAL� J f � I I IIIIIIIIIIIIIIIIIIIIIUIIIIIIIIII 1111111111111111111111111111111111111 REMOVABLE PLUS FDR MAINTENANCE •% 17 MIN ,1rJ0FRGRAIN AGGREGATE SIN-ARY TEL CLEAR SEE NOTE( WIT PT NAI IlJll SLOTTEOUNDFRDRAIN PIPE RISER -APE - - SEE NOTE 2 �y OUTFLOW SUBGRADE PER $TO PLAN 261 1C 12' MIN SUMP UNDERDRAIN AND OVERFLOW NOTES: CONTROL STRUCTURE WITH RISER 1 UNOFR:1RAIN A(,GRF,,ATF FBA.( MPET SPECIFICATION IN THE CITY OF REN`ON SURFACE WATER DESIGN MANUAL (S'4DM) TABLE C2 7 1A PERMEABLE BALLAST PER 5 P F C, 9 03 9L2; 2 JNDERDRAIN TO BE 6' MIN (PRIV.AT E) 6" MIN. ;PUBLIC! SLOT TCD PVC PERASTM017ASSCH 40 S-OTS PER SWDM C 2 7'. OF SWDM SLOPE PIPE AT 0 5%MIN UNLESS OTHERIOASE SPECIFIED PROVIDE ONE CLEA'JCU5 MIN PER 1C0 FEET OF UNCERDRAIN AND AT EACH END SEE STD PLAN 226 C0 3 JNJERL'RAIN SHALL BF PLACED IN FILTER MATERIAL PER SPECI.PICATIDNS IN TABLE C 2 71A CIF SWDM PPE WILL HAVE A MINIMUM COVER DEPTH OF 12* ANC BED] NG DFPTH OF S' GENERAL NOTES: 1 �CCA E LNDERDRAIN BELO'N 51RL'Cf I PAVFMFNI HAS- CFP'H U.L_S5 '•TkE RSVISE `:OT=D, DRAWING ISNCTT05;ALIE NTS1 STD. PLAN - 261.20 • PUBLIC WORKS PERMEABLE PAVEMENT: SUBSURFACE P ROVED 1 7", DEPARTMENT CHECK DAMS AND UNDERDRAINvastv �rro ._ S ► o,yt ATE Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) STORMFILTER CATCHBASIN DESIGN NOTES STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 2 CARTRIDGE CATCHBASIN HAS A MAXIMUM OF TWO CARTRIDGES. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTER CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL. PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS VANED INLET GRATE REQUIRED. (SOLID COVER CONCRETE COLLAR OPTIONAL) AND REBAR TO MEET HS20 IF APPLICABLE BY CARTRIDGE SELECTION CONTRACTOR CARTRIDGE HEIGHT 27" 18" 18" DEEP MINIMUM HYDRAULIC DROP (H) 3.05' 2.3' 3.3' SPECIFIC FLOW RATE (gpm/sf) 2 gpm/W 1 1 gpm/ft2 2 gpm/ft' I gpm/ft' 2 gpm/ft2 1 1 gpm/ft2 II CARTRIDGE FLOW RATE (gpm) 22.5 1 11.25 15 1 7.5 15 1 7.5 A PEAK HYDRAULIC CAPACITY 1.0 1.0 1.8 aI d IL°. INLET PERMANENT POOL LEVEL (A) 1'-01. 2'-0" II e 8 II o OVERALL STRUCTURE HEIGHT (B) 4'4" T-9" 4'-9" is II II II a ° z GENERAL NOTES �� 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. IWI ° 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR a CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com 3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. ACCESS COVER 4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 2'-4" Z-4" 2'4" 5. STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD INSIDE RIM INSIDE RIM ~ INSIDE RIM OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. T-1" 6. STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD COLLAR OUTSIDE RIM RATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH QUANTITY (2) #4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. PLAN VIEW 7. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. 8. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. fXQ STORMFILTER CARTRIDGE TYP. _ FILTRATION BAY INLET TYP. FLOW _ KIT TYP. CLEANOUT ACCESS PLUG ON WEIR WALL 6,-9„ OPTIONAL SLOPED LID FLOATABLES BAFFLE 2'_8" - 2'-0" - CORNER ELEVATIONS TO BE SPECIFIED BY ENGINEER PERMANENT B POOL LEVEL - - - - + FINISHED GRADE - IIII=,11111,IL1_I- �O O - - - - - - - - - - i LIFTING EYE (TYP. OF 4) PERMANENT FILTRATION WEIR WALL = POOL ELEVATION BAY INLET j � 1 5 FLOW CARTRIDGE INLET STUB OUTLET STUB SUPPORT TYP. (OPTIONAL) - OUTLET PIPE FROM FLOWKIT CATCHBASIN FOOT 2'-0" B (TYP. OF 4) INSIDE CATCHBASIN FOOT (TYP. OF 4) 2'-Dy" OUTSIDE SECTION A -A SECTION B-B me slo�wal� manaeeme" StormFilter® 2-CARTRIDGE DEEP CATCHBASIN STORMFILTER DATA STRUCTUREID XXX WATER QUALITY FLOW RATE cfs) X.XX PEAK FLOW RATE <1.8 cfs X.XX RETURN PERIOD OF PEAK FLOW rs XXX CARTRIDGE FLOW RATE pm XX MEDIA TYPE CSF, PERLITE, ZPG, GAC, PHS XXXXX RIM ELEVATION I XXXXX PIPE DATA: I.E. DIAMETER INLET STUB XXX.XX' XX" OUTLET STUB XXX.XX' XX" CONFIGURATIONS OUTLET O 0 OUTLET INLET OUTLET OO INLET INLET OO INLET INLET SLOPED LID YES\NO SOLID COVER YES\NO NOTES/SPECIAL REQUIREMENTS: STORM FILTER DATA TABLE STRUCTURE I.D. AREA PUBLIC/ PRIVATE # OF CARTRIDGES WATER QUALITY FLOW RATE PEAK FLOW RATE RETURN PERIOD CARTRIDE FLOW RATE* MEDIA TYPE RIM ELEV. INLET ELEV. INLET DIA. OUTLET ELEV. OUTLET DIA SLOPED LID? SOLID COVER? 1 ALLEY B PRIVATE 2 0.034 CFS 0.064 CFS 50 YR 0.067 CFS CSF 245.37 N/A N/A 241.12 8" NO NO 2 ALLEY A PRIVATE 2 0.038 CFS 0.071 CFS 50 YR 0.067 CFS CSF 245.40 N/A N/A 241.15 8" NO NO 3 ROAD A PUBLIC 2 0.023 CFS 0.042 CFS 50 YR 0.067 CFS CSF 249.18 244.93 8" 244.93 8" NO NO 4 ROAD A PUBLIC 2** 0.076 CFS 0.141 CFS 50 YR 0.134 CFS CSF 262.01 258.01 8" 258.01 8" NO NO 5 ALLEY D PRIVATE 2 0.038 CFS 0.071 CFS 50 YR 0.067 CFS CSF 266.24 N/A N/A 261.99 8" NO NO 6 ALLEY C PRIVATE 2 0.034 CFS 0.064 CFS 50 YR 0.067 CFS CSF 266.16 N/A N/A 261.91 8" NO NO 7 ALLEY E PRIVATE 2 0.034 CFS 0.064 CFS 50 YR 0.067 CFS CSF 279.07 N/A N/A 274.82 8" NO NO 8 ROAD A PUBLIC 2 0.027 CFS 0.049 CFS 50 YR 0.067 CFS CSF 237.38 233.88 8" 233.88 8" NO NO NOTES: 1. UNLESS OTHERWISE NOTED USE 18" CARTRIDGES. 2. ALL STORM FILTER UNITS SHALL BE PROVIDED WITH 1' CONCRETE COLLAR W/#4 REBAR ALL AROUND TO PROVIDE HS-20 LOAD CAPACITY. 3. SEE PLAN VIEW FOR PIPE CONFIGURATION AND UNIT ORIENTATION. 4. WATER QUALITY FLOW RATE IS FOR 2-4 YEAR RETURN PERIOD. 5. PER CONTECH SUPPORT, MAXIMUM RIM TO INVERT DISTANCE (DIMENSION 'H') IS 4.25'. MAXIMUM OVERFLOW CAPACITY IS ABOUT 1.0 CFS. 6. FOR TECHNICAL INFORMATION OR VERIFICATION, CONTACT CONTECH, STEPHANIE JACOBSON (503) 258-3185. * 15 GPM CARTRIDGE = 0.0334 CFS 2 CARTRIDGE UNIT CAPACITY = 0.067 CFS ** USE 27" CARTRIDGE DOES N O T N C E U D E A S B U ET N E O R M AT O N 0 FIRST SUBMITTAL ESM 08/30/17 SURVEYED: SCALE: NM VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 1 SECOND SUBMITTAL ESM 11/15/17 DESIGNED: � MG PD 2 THIRD SUBMITTAL ESM 01/03/18 DRAWN: ONE INCH CHECKED: : AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION BY DATE AP P R APPROVED: Aoffl%k CITY OF RENTON • Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES DETAILS UTILITY PERMIT # 01/03/18 FIELDBOOK: PAGE: DRAWING NO: DT-05 SHEET: OF: 31 55 I\ r u�I R-397131 I 0 I 0 Ld V) Ld 12 0 Z 0 Z 0 0 Z J ry Q Ld Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON — S 130TH ST 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL DOES N O T N C E U D E 2 THIRD SUBMITTAL ASBU ET NEORMAT ON NO. I REVISION rdaII101Ti1E*1011112 1111.91141Ja ESM 08/30/171 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 PDG DRAWN: DCL CHECKED: BY I DATE I A P P R I APPROVED SCALE: VERTICAL: NAVD 1988 1 0=409 HORIZONTAL: NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. Ill rn 0 0 0 Ir- SCALE: 1 " = 40' 40 20 0 40 80 0 PO 0 NOTES: 0 1. ALL SIGNAGE AND PAVEMENT MARKINGS 0 SHALL MEET CITY OF RENTON STANDARDS. Q KEY NOTES: ORELOCATED SIGN O2 BICYCLE LANE O3 REPLACED SIGN IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES CH AN N ELI ZATI ON PLAN UTILITY PERMIT # 01/23/18 FIELDBOOK: PAGE: DRAWING NO: CH-01 [SHEET: OF: 46 55 074 ss. 0 0 0 r ry II R-397132 z 0 I— CD _z Q W a w w Call 2 Working Days Before You Dig Utilities Underground Location Center 0D,MT,ND,0R,WA) A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON TOP DRESSING FERTILIZER AS SPECIFIED LCH. VERIFY SAUCER - '-I ,ET- ROOTBALL LIPLANTING FERTILIZER CES TO 1/2" DEPTH AROUND RO TBALL 11" ABOVE BACKFILL W ,INER DEPTH APPROVED OPSOIL PLANTING BED WITH 2" MULCH )UNDCOVER PLANTING DETAIL SURVEYED: SCALE: DESIGNED 1 "=40'-O" MIK AS-BU LTDRAWN: WS ONE INCH CHECKED AT FULL SCALE JPB IF NOT ONE INCH N C . REVISION BY DATE AP P R APPROVE'- JPB SCALE ACCORDINGLY MULCH TREE PIT MIN 5'-0" LENGTH X FULL PLANTING STRIP WIDTH BETWEEN CURB AND SIDEWALK (FOR PLANTING STRIPS LESS THAN 6'-0" WIDE) OR PROVIDE 5'-0"DIA MULCH RING FOR PLANTING STRIPS WIDER THAN 6'-0". STAKE TREE WITH (2) TREATED 2" LODGEPOLE PINE DOWLED TREE STAKES (8'-D" LENGTH) LOOP EACH TIE AROUND HALF TREE LOOSELY TO PROVIDE 1" SLACK FOR TRUNK GROWTH. "CHAINLOCK" OR EQUAL TREE TIE MATERIAL (1" SIZED) NAIL OR STAPLE TREE TIE MATERIAL TO STAKE TO HOLD VERTICALLY. LOOP EACH TIE AROUND HALF — TREE LOOSELY TO PROVIDE 1" SLACK FOR TRUNK GROWTH. 2"-3" MULCH DEPTH (TAPERED AT TRUNK) 18" ROOT BARRIER AT SIDEWALK ROUGHEN SIDES OF PLANTING HOLE TO MAXIMIZE EXCAVATED AREA WITHOUT UNDERMINING ADJACENT PAVING/CURB ROOT BARRIER; PLACE AT EDGE OF PAVEMENT/SIDEWALK/ETC.; PLACE PRIOR TO PLACEMENT OF NEW SIDEWALK OR CURB TO PREVENT UNDERMINING. TOP SOIL TYPE B, OR AS APPROVED BY ENGINEER. REMOVE ALL WIRE, STRINGS, AND OTHER NON -BURLAP MATERIAL; AND REMOVE BURLAP FROM TOP 2/3 OF ROOTBALL. f � 2'-0" MIN2" — CL S-6" MIN NOTES: 1. PLANTING INCLUDES REMOVAL OF STAKES ONE YEAR AFTER INSTALLATION. 2. SHAPE SOIL SURFACE TO PROVIDE 3" DIAM WATERING RING. 3. TREE CLEARANCE SHALL BE PER STD PLAN NO 030. 4. SEE STD PLAN NO 424 FOR TREE PIT DETAIL. 5. ADJUST TREE TIES DURING ESTABLISHMENT TO ALLOW ROOM FOR GROWTH (@ 1" SLACK). 6. ROOT BARRIER REQUIRED ALONG EDGE OF ROADWAY, CURB, DRIVEWAY, TRAIL, SIDEWALK, OR OTHER STRUCTURES WHERE ROOTBALL IS WITHIN TWO FEET; PLACE VERTICAL ROOT BARRIER AS SHOWN IN STANDARD PLANS 424A OR 424E UNLESS OTHERWISE INDICATED IN THE CONTRACT OR DIRECTED BY THE ENGINEER. SET TOP OF ROOT CROWN 2" ABOVE ADJACENT CURB & SIDEWALK GRADE. 3" TO 4" HIGH WATERING RING (SEE NOTE 2) 24" ROOT BARRIER AT CURB. m r� MIN WIDTH OF TREE PIT = 2 TIMES ROOTBALL DIAMETER +OR 5'-0 WHICHEVER IS GREATER _ MULCH AREA TO BE CLEAR OF GRASS, WEEDS, ETC. TO _ REDUCE COMPETITION WITH TREE ROOTS DECIDUOUS TREE PLANTING IN PLANTING STRIP #IO &AU6E YL HOSE OINT5 DUAL 5PAGEP 2E OF MULCH TAKE -0 =_5 oGC;UR EAS, PROVIDE I4 GIRGLI=. TYPICAL EVERGREEN TREE PLANTING DETAIL SCALE: 1 " = 40' 40 20 0 40 80 CONTOUR INTERVAL = 2' • CITY OF RENTON • Planning/Building/Public Works Dept. TREE PIT DEPTH = ROOTBALL DEPTH (MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION). DRIVE STAKES 6" TO 1'-O" INTO UNDISTURBED SOIL BELOW ROOTBALL. DRIVE STAKE AT ROOTBALL EDGE (TYP) (SEE NOTE 1) UNDISTURBED SUBGRADE (PROVIDES FIRM BASE SO THAT ROOTBALL WILL NOT SINK. TREE STAKE ROOTBALL TRUNK TREE STAKE PLASTIC TREE TIES -E 2"0 WOOD STAKE, STAKES SHOULD BE LOCATED OUTSIDE OF ROOTBALL ROOT FLARE SHALL BE LOCATED ABOVE GROUND LINE 3" MULCH LAYER, KEEP AWAY FROM TREE TRUNK 3" WATER BASIN SCARIFY SIDE & BOTTOM OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION CONCRETE SIDEWALK ZECOMPACT SUBGRADE TO PREVENT SETTLING NOTES: 1. TREE PIT SHALL NOT BE LESS 4. TREE STAKES PERPENDICULAR THAN (3) TIMES ROOT BALL DIA. TO THE PREVAILING WIND 2. CUT ALL TIES AND FOLD BACK BURLAP 5. PLANT TREES 2" HIGHER THAN FROM UPPER 1/3 OF ROOT BALL DEPTH GROWN IN NURSERY 3. REMOVE ALL PLASTIC AND TWINE TYPICAL DECIDUOUS TREE PLANTING DETAIL DATE: EARLINGTON TOWNHOMES 05/17/21 COMPOSITE LANDSCAPE PLAN FIELDBOOK PAGE: DRAWING N0: LP-00 UTILITY PERMIT #` EET: 1 OF: 8 (_0 0 7t 0 0 U ON u0.4 u- 4 0 0 0 R-397108 z 0 I — CD _z Q W a10 w w a G a A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON NATIVE i�LANT �ALLLTT GONI���/�i�A55 FLANT FALLET T E U �UN�Y fi LA\T FALL.ETTE \ 7REE5 TREES TREES \ Acer circinatum 'Pacific Fir•' / vine, Maple Colocedrus decurrens I Incense Gedar Cerc15 conoden ,15 'Forest Pansy' TM / Forest Pansy Redbird \ \ \ Acer rubrum / Red Maple Juniperus scopulorum 'Wichita Blue ,' A!rh7to Blue Juniper Fagus sylvatleo 'Dawyck Purple' / European 5eec- \ \ SOLD \L Pseudot5ugo menziesii / Douglos Fir SHRUBS SHRUBS \ ` \ \ 5HRUB5 Colomogroetis x ocutlfloro 'Karl Foerster' I Feather Reed brass '&lauco fornus albs / Red Twig Dogwood Gornus 'Bailholo' TM / Ivory Halo Gornus albs / Red Twig Dogwood Cedrus otlantico Pendula' / Weeping Blue Atlas Cedar albs Dogwood \ \ \ \ Mahonia actuifolium / Oregon Grape Chomaecyporis p. 'Golden Mopps' / &olden Mopps Cypress '5aphirsprudel' Ciotinus Goggygria 'Royal Purple' / Royal Purple Smoke Tree \ \ Ribes 5onguineum / Red Flowering Currant Helictotrichon semperviren5 / Blue Oat Grass Hydrangea cLuercifolla / Ookleaf Hydrangea SILT SAIL \ 5arcococca ruscifolia / Fragrant 5arcococca Ilex crenata 'Sky Pencil' / Sky Pencil Japanese Holly Ilex crenata 'Sky Pencil' / Sky Pencil Japanese Holly 'Rainbow' \ Misconthus sinensis 'Morning Light' / Eulalia brass Leucathoe fontanesiana /Rainbow Leucothoe ' F_Nr,E (71"F) \ &ROUNDOOVER SHRUB Piceo obies 'Pendula' / Weeping Norway Spruce Phormium tenox 'Amazing Red' / Dwarf Red Flax \ 6aultherio shollon / Solol Pinus mugo 'Mops' / Mugo Pine 'Otto 5arcococca ruscifolia I Fragrant 5arcococca Mahonia repens / Creeping Mahonia Prunus lourocero5u5 Luyken' / Luyken5 Laurel \ \ ANC RAIL Polystichum munitum / Western Sword Fern Rhododendron x 'Ramapo' / Ramapo Rhododendron &ROUNDGOVER SHRUB 'Crimson a (��� 1 \ 5arcococca ruscifolla / Fragrant 5arcococca Berberis thunbergii Pygmy' / Crimson Pygmy Barberry 'Morning o \ GROUND COVERS \ Bergenia x Red' / Bergenio Arctostophylos uva-ur5i 'Vancouver Jade' / Kinnikinnick 6ROUNDOOVER SHRUB 'Spring Epimedium x rubrum / Red Barrenwort 'Red a �� Frogorio chiloensis / Beach Strawberry Collura vulgoris Torch' / Scotch Heather Imperoto cylindrico Baron' / Japanese Blood 6ro55 a a a \ Juniperus procumbens 'Nana' / Shore Juniper Lonicera pileata 'Mass Green'/ Moss Green Honeysuckle \ \ Juniperus scopulorum 'Blue Star' / Blue Star Juniper Pennisetum alopecuroldes 'Hameln' / Hameln Dwarf Fountain Grass \ 4' KDE r �iF,= \ Lavandula angustifolla 'Hidcote 'Blue' / Hidcote Slue Lavender 'Moss / GROUND COVER5 \ ^ALK^AY \ Lonicera pileata Green' Moss Green Honeysuckle 'Black 3 ` Pennisetum aIopecuroides 'Hameln' / Hameln Dwarf Fountain Gross Ajugo reptons Scallop' / 5ugleweed • A'� LOF, STANDNFID Arctostaphylos uva-ursi Vancouver Jade' / Kinnikinnick G o \ SPECIMEN Vinca minor 'Illumination' TM / Illuminatlon Dwarf Perlwinkle • —}— ���>� D� � � (�� ) \ Pinus densif lord 'Umbracu l ifero' 1 Tony05ho Pine GROUND COVERS G0LI7 F'LAN7 FALLF—TTE «I �� � 0 ■ o LOACI< \ Leptinello 5opalldo 'Platt'5 Black' / New Zealand Brass Buttons *ee " ■_ \ \ Je (T`rF� \ O hid 0 on lonisca u5 Ni rescens' / Black Mondo Gro55 TREI-5 ■ a � � p p g p p g \ \ Vinca minor 'Illumination' TM 1 Illuminotion Dwarf Periwinkle Fagus sylvotico 'Dowyck Gold' 1 &old Beech O 9� a �A � SHRUBS "9 a a \ Choisya ternoto '5undance' / Golden Mexican Mock Orange O �j NOTE: PLANTING PLAN IS Gornus serlceo 'Flovirameo' / Yellow Twig Dogwood _ ° \ Euonymus fortunes 'Emerald In' Gold' TM / Emerald Gold Euonymus 5ROCEN UP INTO FOUR Ilex crenata 'sky Pencil' / Sky Pencil Japanese Holly \ MAJOR PLANT FALLETTES Osmonthus heteraphyllus 'Goshiki' / Goshiki Holly Olive •' • ■ \\� \ - Phormium tenox 'Tiny Tiger' / Yellow Dwarf Flax < \ 5arcococca ruscifolia / Frogrant '~5arcococca 5piraea Japonica 'Lime Mound' /Lime Mound Japanese Spires a AOMW Ai 6ROUNDOOVER SHRUB - o - �d v WALL AND 5AOK OF V�ALL, 20II ValDE • • • \ \ \ 'Al III o • _ •� < A o r� o ° • -------- - - - - -- a 0 0 �� 1vvv� o 0 o \ \ l--------- - - - - -- �r --------- - - - - -- \ OON�fi�ET� � Ilx�" FE� EOO�FI OI�A o ..u,wy \ \ I II LAND I NO/ PE �fEAE3LE FA\/E 5, 6:,EY - ------------------------- STF-FS (71`F) 0M1JT�AL 1�ATE:F,IALS) (TYf=) 'N v v I I I - II - - _ II a \ A • G - \ O I II I I LI I ; I 24_ _ i i I WIIIDF,AIN \� II► I I I I � I I � � I I • • I I I I � L //II I III �\\ ) " � °U.�``< �„„y, � ._ � Call 2 Working Days Before You Dig Utilities Underground Location Center (ID,MTND,OR,WA) SURVEYED: DESIGNED MIK AS-BU LT DRAWN: WS CHECKED JPB NC. REVISION BY DATE APPR APPRGVE JPB SCALE: 1 "=10' — 0" ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY GRETCHEN Product Data Sheet Picnic Table .I - ; sha'ufiy assembled. . Plcnuc table can be freestanding or surface mounted. . Table has an Wicnal umbrefia hole. . Available In wens woods. Interior Woods. or PoweTM. • FSC certfied Woods available for an upcharge. • Suppons are CIXVdEKCoated metal. •ADA com0lad style ava laUe- Finishes . Exterior woods are unku&lhed and will weather to a soft pewter grey. . Interior Woods are finished With landscape FonrLs mr-luaive LF•80 wood finish. a clear, catalyzed acfyfr- bopuar. . PoySlle" is colored recycled plastic umbers. • Metal Is finished wish Landscape Forces proprietary Pangard 10 poyBBter acimlercoal. a hard yet flexvla fu l that resists rusting. chipping, pealing and facli g. • Clip for Standard Calcr chart, To Specify • Select Gretchen Picric Table. Specify umbrella hole or no hole. For wDW. specify wood type. For Polysna. specify donor. select mounting style. treesiandng or surface mci-int. Specify DoWderooat cola for metal components CITY OF RENTON • Planning/Building/Public Works Dept. lJmt�a r+ie 5a' 30• 270 b Visit our laricbm larms.carn for rnae nlformatlon. Spedflcatmns Ilya subject to change Y46out notice. Landscape Finns supports the Landscape Archpsctue Foundation at the Second CAI lanai. ®2f717 Landscape Forms. Inc. ✓Tinted irk USA Landscape Forms. ink. 1 800.521.2546 1 F W9.381.3455 17800 E. WhipriAve., Kalamazoo. h4 49048 NECiROf"I,NTICC Product Data Sheet Bench • Benches are only available backed. • Ben yin can be heestandng, surface mounted. or embedded. • Supports come in an anodized tinge With no color options- •Aval!irF only in Jarrah - exterior or ~menu finishes. Finishes ,I . ir,sh for supports. • lhtfnissneci EAc1or Woofs. • Irnerior VVoods With LF-80 Finish - De sqned by Santa & Cole A new Interpretation of a venerable classic. NeoRanannoo brings the metal end wood city bench up to data. The seat and back of this elegant and ergonomm bench curve genft suppo" ft body and creating a platy ng pro5le. fJeoRort+metieo has a strong, durable cast akarinum trams with wood slat seats and backs. Visit our Iamtscapelouns.com for more nlormatlen. Speoflcatals are subject to tnaage kwhoul notice. Landscape Forms supports the Landscape Archlmcatre Foundatbn at the Svono Century level. 02016 Landscape Forms, Inc Primed In U-6 A. Landscape Forms, Inc.1 600.521.2546 1 F 269.381.3455 1 7800 E. MuYllgarl Ave.. KBIamum, 5U 4904E SCALE: 1 " = 10' 10 5 0 10 20 CONTOUR INTERVAL EARLINGTON TOWNHOMES LANDSCAPE PLAN UTILITY PERMIT # DATE: 05/17/21 FIELDBOOK: PAGE: DRAWING NO: LP-01 S' :EET: OF: 2 8 u ON u� u- 4 R-397108 z 0 cD z Q w a 10 w Call 2 Working Days Before You Dig 1111 Utilities Underground Location Center (ID,MT,ND,OR,WA) A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON SURVEYED: SCALE: DESIGNED 1 "=10' — 0" MIK AS-BU LTDRAWN: WS ONE INCH CHECKED AT FULL SCALE JPB IF NOT ONE INCH N C . REVISION BY DATE AP P R APPROVE-- JPB SCALE ACCORDINGLY SCALE: 1 " = 10' 10 5 © 10 2 CONTOUR INTERVAL- = 2' • CITY OF RENTON • Planning/Building/Public Works Dept. 111wlgo] II»r_1ato] MITI II: we] I�-t•]=:4IIII[011W60ir_11117_1:41I.� DATE: EARLINGTON TOWNHOMES 05/17/21 LANDSCAPE PLAN FIELD60OK PAGE: DRAWING N0: LP-02 UTILITY PERMIT #` EET: 3 GF 8 U 8 0 0 0 R-397108 /ATE E)L,Z— TRAC 1 SF) m Call 2 Working Days Before You Dig ' 111 1 Utilities Underground Location Center (ID,MTND,OR,WA) AS A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON cc `I le O� O� SOLDIER FILE VNAL=L= \ -4I ITT. SL-IF RAIL FEN�S (TYF.) N KNUCKLED I 'ULL POST - BRACE I'OS! SPACED SELVAGA I (M_1C!FT: ,iAJI � .. '7 1I L1 61A.K. Z"I „ KNUCKLED SELVAGE CONCRETE - CLM 3m TYPE 6 POST AHd RAIL SPECIFICATIONS PIPE CONC. RDM, SIZE {SCFi. •9J secrEaR W51GM' [113..'FT.I m ENO. CORNER, ak PJ_L P:1 T i 1.l• am. A .. LINE OR BRACE POST 2' DIAlk g .. FABRIC LOOPS - BAACC OR TOP RAIL 1 1w DIANL Tvm SIDES GATE P057 3 IQ' OIANL �:. TYPE fi FENCE (WSDOT STANDARD PLANS FS-2) 1 1 NT5 LOG< INALL< AIDS (�GR=\ AL- AY LOR STANDARD &RAY (TYf=.) REVISION TERRAOED FEA-FATGI (SEE DETA L. HEREON) 4' SPLIT RAIL FENCE TVIO OONORETE ST 5 (6 11 RX 12 11 T) (TYf) _._,�211XI211 GONORE-TE FA\/ER (TYF) �o SURVEYED: DESIGNED MIK DRAWN: WS CHECKED JPB BY DATE APPR APPROVE—< JPB SCALE: 1 "=10' —oil ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY TOP RAI_ BRACE POST 12"X12" PAVER (TYP) 5TRLTCHLR BAR POST - "ABRIC ROMAN STACKSTONE WALL (TYP) FABRIC BAMO - SPACED B 15, IN) MAX. (V Ric v METHOD OF FASTENING STRETCHER BAR TO POST ISWDV^ FOR ROUIND POST) 'SEE APPROVED VAULT STRUCTURAL PLANS FOR POST MOUNTING DETAIL. VARIES PER PLAN 8" TILLED SOIL 4" DEPTH CRUSHED GRAVEL PATH TO GEOTEXTILE CEDAR GROVE 95%COMPACTION FABRIC VEGETABLE (TYP.) SOIL MIX, OR SIMILAR (TYP.) DETAIL - TERRACED PLANTER MIN. 3" ANY DIMENSION SPLIT CEDAR RAILS 6"-8" MIN. SPLIT CEDAR POSTS SECTION @ PANEL 12" CONCRETE FOOTING TYP. 95% COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL CAICI IOC TUAT TUC TnO 1"1C TLJC' STACKSTONE SEATING WALL NTS �11i]�JI�Ceip►lil PLANTED AREA FINISHED GRADE. DETAIL -FILE SCALE: 1' = 10' 10 5 0 10 2110 CONTOUR INTERVAL 2' IN COMPLIANCE WITH CITY OF RENTON STANDARDS CITY OF RENTON %0F Planning/Building/Public Works Dept. EARLINGTON TOWNHOMES LANDSCAPE PLAN UTILITY PERMIT # DATE: 05/17/21 FIELDBOOK: PAGE: DRAWING N0: LP-03 S::EET: OF: 4 8 0 0 0 �I 0 0 0 R-397108 z 0 cD z Q w a 10 w Call 2 Working Days Before You Dig 1111 Utilities Underground Location Center (ID,MT,ND,OR,WA) A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON n SCALE: 1 " = 10' 10 5 0 10 20 CONTOUR INTERVAL_ = 2' SURVEYED: SCALE: "=' - " DESIGNED 1 100 MIK AS-BU LTDRAWN: WS ONE INCH CHECKED AT FULL SCALE JPB IF NOT ONE INCH N C . REVISION BY DATE AP P R APPROVE- < SCALE ACCORDINGLY JPB AomftL CITY OF RENTON NAN• Planning/Building/Public Works Dept. DATE: EARLINGTON TOWNHOMES 05/17/21 LANDSCAPE PLAN FIELD60OK PAGE: DRAWING N0: LP-04 UTILITY PERMIT #` EET: 5 OF: 8 U 8 0 0 0 R-397108 C0 0 0 0 U 0 O-) 0 0 0 0 0 0 R-397108 z 0 cD z Q w a 10 w A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON L/4Ni�)S�A4FE NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER 51 TE IMPROVEMENTS AND GONDI TI ONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATIN6 TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR 15 TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE i-800-424-5555. 5. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR I YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4, CONTRACTOR SHALL BE RESPONSIBLE FOR PRO\/[DING QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWING. 5. 5U50RADE IS TO BE W THIN �0 INCH OF I FOOT AS PRO\/1DE1:;' BY OTHERS. ALL PLANTINS AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS $ STICKS LARGER THAN 2 INCH DIAMETER. 6. 4 INCH DEPTH TOPSOIL IN LANDSCAPE AREA. -7. 2 INCH DEPTH, 2 FOOT DIAMETER BARK RING AROUND BASE OF STREET TREE5 AND OTHER TREES LOCATED IN LAWN. .5. GROUND COVERS SHALL BE PLANTED IN AN EGUI LATERAL TRIANGULAR 5PAC I NS PATTERN AT THE ON -CENTER DISTANCES SHORN ON THE PLAN OR IN THE PLANT SCHEDULE. AHERE GROUND COVER ABUTS CURBING, SI DEWALK5, SIGNS OR POLES, MINIMUM PLANTI N6 DISTANCES SHALL BE 12" FROM CENTER OF PLANT TO C411IR5, SIDEWALK, ETC.. MINIMUM PLANTING DISTANCE SHALL BE 24" FROM CENTER OF TREES AND SHRUBS. cf. ALL PLANT MATERIAL SHALL BE FERTILIZED INITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURERS SPECIFICATIONS. 10. ALL PANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK LATEST EDITION. ALL PLANT MATERIAL FURNISHED SHA'_L BE HEALTHY REPRE5EN7A7IVE5, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC, CONDITIONS 51MILAR TO THOSE IN THE LOCALITY OF THE PROJECT. TREE5, SHRUBS AND 6ROUNDCOVER OUANTITIE5, SPECIES, VARIETIES, SIZES AND CONDITIONS TO BE AS SHORN ON THE PLANTING PLAN. PLANTS TO BE FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS AND ALL AEEDS. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT O OWNER. 11. I RRI GAT I ON PLAN PER RMG 4-4-0701 TO BE SUBM 1 TTED AT A LATER DATE AS CORD I NATED W 1 TH CITY. 12. THE AVERAGE SPACING FOR STREET TREES SHOULD BE 40 FEET ON CENTER AND ADJUSTED TO ALLOW FOR SIGHT LINES, UTILITIES, TRAFFIC 516NS, LIGHT STANDARDS, DRIVEWAYS AND OTHER STREET APPURTENANCES. 13. TREES IN THE RIGHT OF WAY MUST BE PLANTED TO THE- FOLLOWING 5TANDARD5: PLANT TREES IN THE CENTER OF THE PLANTING STRIP WIDTH. fI FEET FROM FIRE HYDRANT5 AND UNDERGROUND UTILITIES (ie> WATER, SEWER, ELECTRIC, CAS). 10 FEET FROM UTILITY POLES, DRIVEWAYS, AND ALLEY MARGIN, 25 FEET FROM STREET L16HTS, 40 FEET FROM THE CORNER OF INTERSECTIONS, STOP 516NS, AND YIELD S16NS, AT LEA57 -72 HOURS BE^ORE YOU PLAN TO DIG, YOU MUST GALL SII TO REQUEST THAT THE LA57 LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES (GAS, WATER, ELECTRIC, ETC.) BE MARKED ON YOUR PLANTING AREA. KNOWING THESE LOCATIONS IN ADVANCE MAY SAVE YOU TIME AND MONEY BY PREVENTING AN ACCIDENT. 14. THE SOIL MOISTURE HOLDING CAPACITY OF NEA PERVIOUS SURFACES (TARGET PERVIOUS SURFACES) MUST BE PROTECTED IN ACCORDANCE WITH THE SOIL AMENDMENT BMP AS DETAILED IN APPENDIX O, SECTION 0.2.15. Call 2 Working Days Before You Dig Utilities Underground Location Center (ID,MT,ND,OR,WA) SURVEYED: DESIGNED MIK AS-BU LT DRAWN: MIK CHECKED JPB NC. REVISION BY DATE APPR APPROVE-< JPB SCALE: VERTICAL: NAVD 1988 1rr_10r_Or> HORIZONTAL: LAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON • Planning/Building/Public Works Dept. SCALE: 1 " = 10' 10 5 0 10 20 CONTOUR INTERVAL = 2' IIIKole] II»r_1ato] MITI II: we] I�-t•]=:4III[01106*ir_11117_101111111 461 EARLINGTON TOWNHOMES LANDSCAPE PLAN UTILITY PERMIT # DATE: 05/17/21 FIELDBOOK: PAGE: DRAWING N0: LP-06 S' �EET: OF: 7 9 U 8 0 0 0 R-397108 CU O O n O O O Q J 00 O O O cr n z 0 I— CD _z Q W a w w Call 2 Working Days Before You Dig Utilities Underground Location Center 0D,MT,ND,0R,WA) A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON TOP DRESSING FERTILIZER AS SPECIFIED LCH. VERIFY SAUCER - '-I ,ET- ROOTBALL LIPLANTING FERTILIZER CES TO 1/2" DEPTH AROUND RO TBALL 11" ABOVE BACKFILL W ,INER DEPTH APPROVED OPSOIL PLANTING BED WITH 2" MULCH )UNDCOVER PLANTING DETAIL SURVEYED: SCALE: DESIGNED 1 "=40'-O" MIK AS-BU LTDRAWN: WS ONE INCH CHECKED AT FULL SCALE JPB IF NOT ONE INCH N C . REVISION BY DATE AP P R APPROVE'- JPB SCALE ACCORDINGLY MULCH TREE PIT MIN 5'-0" LENGTH X FULL PLANTING STRIP WIDTH BETWEEN CURB AND SIDEWALK (FOR PLANTING STRIPS LESS THAN 6'-0" WIDE) OR PROVIDE 5'-0"DIA MULCH RING FOR PLANTING STRIPS WIDER THAN 6'-0". STAKE TREE WITH (2) TREATED 2" LODGEPOLE PINE DOWLED TREE STAKES (8'-D" LENGTH) LOOP EACH TIE AROUND HALF TREE LOOSELY TO PROVIDE 1" SLACK FOR TRUNK GROWTH. "CHAINLOCK" OR EQUAL TREE TIE MATERIAL (1" SIZED) NAIL OR STAPLE TREE TIE MATERIAL TO STAKE TO HOLD VERTICALLY. LOOP EACH TIE AROUND HALF — TREE LOOSELY TO PROVIDE 1" SLACK FOR TRUNK GROWTH. 2"-3" MULCH DEPTH (TAPERED AT TRUNK) 18" ROOT BARRIER AT SIDEWALK ROUGHEN SIDES OF PLANTING HOLE TO MAXIMIZE EXCAVATED AREA WITHOUT UNDERMINING ADJACENT PAVING/CURB ROOT BARRIER; PLACE AT EDGE OF PAVEMENT/SIDEWALK/ETC.; PLACE PRIOR TO PLACEMENT OF NEW SIDEWALK OR CURB TO PREVENT UNDERMINING. TOP SOIL TYPE B, OR AS APPROVED BY ENGINEER. REMOVE ALL WIRE, STRINGS, AND OTHER NON -BURLAP MATERIAL; AND REMOVE BURLAP FROM TOP 2/3 OF ROOTBALL. f � 2'-0" MIN2" — CL S-6" MIN NOTES: 1. PLANTING INCLUDES REMOVAL OF STAKES ONE YEAR AFTER INSTALLATION. 2. SHAPE SOIL SURFACE TO PROVIDE 3" DIAM WATERING RING. 3. TREE CLEARANCE SHALL BE PER STD PLAN NO 030. 4. SEE STD PLAN NO 424 FOR TREE PIT DETAIL. 5. ADJUST TREE TIES DURING ESTABLISHMENT TO ALLOW ROOM FOR GROWTH (@ 1" SLACK). 6. ROOT BARRIER REQUIRED ALONG EDGE OF ROADWAY, CURB, DRIVEWAY, TRAIL, SIDEWALK, OR OTHER STRUCTURES WHERE ROOTBALL IS WITHIN TWO FEET; PLACE VERTICAL ROOT BARRIER AS SHOWN IN STANDARD PLANS 424A OR 424E UNLESS OTHERWISE INDICATED IN THE CONTRACT OR DIRECTED BY THE ENGINEER. SET TOP OF ROOT CROWN 2" ABOVE ADJACENT CURB & SIDEWALK GRADE. 3" TO 4" HIGH WATERING RING (SEE NOTE 2) 24" ROOT BARRIER AT CURB. m r� MIN WIDTH OF TREE PIT = 2 TIMES ROOTBALL DIAMETER +OR 5'-0 WHICHEVER IS GREATER _ MULCH AREA TO BE CLEAR OF GRASS, WEEDS, ETC. TO _ REDUCE COMPETITION WITH TREE ROOTS DECIDUOUS TREE PLANTING IN PLANTING STRIP #IO &AU6E YL HOSE OINT5 DUAL 5PAGEP 2E OF MULCH TAKE -0 =_5 oGC;UR EAS, PROVIDE I4 GIRGLI=. TYPICAL EVERGREEN TREE PLANTING DETAIL SCALE: 1 " = 40' 40 20 0 40 80 CONTOUR INTERVAL = 2' • CITY OF RENTON • Planning/Building/Public Works Dept. TREE PIT DEPTH = ROOTBALL DEPTH (MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION). DRIVE STAKES 6" TO 1'-O" INTO UNDISTURBED SOIL BELOW ROOTBALL. DRIVE STAKE AT ROOTBALL EDGE (TYP) (SEE NOTE 1) UNDISTURBED SUBGRADE (PROVIDES FIRM BASE SO THAT ROOTBALL WILL NOT SINK. TREE STAKE ROOTBALL TRUNK TREE STAKE PLASTIC TREE TIES -E 2"0 WOOD STAKE, STAKES SHOULD BE LOCATED OUTSIDE OF ROOTBALL ROOT FLARE SHALL BE LOCATED ABOVE GROUND LINE 3" MULCH LAYER, KEEP AWAY FROM TREE TRUNK 3" WATER BASIN SCARIFY SIDE & BOTTOM OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION CONCRETE SIDEWALK ZECOMPACT SUBGRADE TO PREVENT SETTLING NOTES: 1. TREE PIT SHALL NOT BE LESS 4. TREE STAKES PERPENDICULAR THAN (3) TIMES ROOT BALL DIA. TO THE PREVAILING WIND 2. CUT ALL TIES AND FOLD BACK BURLAP 5. PLANT TREES 2" HIGHER THAN FROM UPPER 1/3 OF ROOT BALL DEPTH GROWN IN NURSERY 3. REMOVE ALL PLASTIC AND TWINE TYPICAL DECIDUOUS TREE PLANTING DETAIL DATE: EARLINGTON TOWNHOMES 05/17/21 COMPOSITE LANDSCAPE PLAN FIELDBOOK PAGE: DRAWING N0: LP-00 UTILITY PERMIT #` EET: 1 OF: 8 (_0 0 7t 0 0 U ON u0.4 u- 4 0 0 0 R-397108 a10 w w a G a A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON NATIVE i�LANT �ALLLTT GONI���/�i�A55 FLANT FALLET T E U �UN�Y fi LA\T FALi-ETTE \ 7REE5 TREES TREE5 \ \ Acer circinatum 'Pacific Fir•' / vine, Maple Colocedrus decurrens I Incense Gedar Cerc15 canadens15 'Forest Pansy' TM / Forest Pansy Redbird 'Dawyck \ \ Acer rubrum / Red Maple Juniperus scopulorum 'Wichita Blue' ,' A!ch7to Blue Juniper Fagus 5ylvatic0 Purple' / European 5eec- \ � \ S�L� �� � \L Pseudot5ugo menziesii / Douglas Fir SHRUBS SHRUBS \ SHRUBS Galamagroetis x ocutlfloro 'Karl Foerster' I Feather Reed Grass '&lauco Cornus albs / Red Twig Dogwood Corms 'Bailholo' TM / Ivory Halo Corpus albs / Red Twig Dogwood Gedru5 otlantico Pendula' / Weeping Blue Atlas Cedar albs Dogwood \ \ \ \ Mohonio actuifolium / Oregon Grape Ghomaecyporis p. 'Golden Mopps' / &olden Mopps Cypress 'Saphirsprudel' Cotinus Goggygria 'Royal Purple' / Royal Purple Smoke Tree Hydrangea / Clakleaf Hydrangea \ \ Ribe5 5onguineum / Red Flowering Currant Helictotrichon semperviren5 / Blue Oat Grass cLuercifolla �ILfi SAIL \ Sarcococca ruscifolia / Fragrant Sorcococco Ilex crenata 'Sky Pencil' / Sky Pencil Japanese Holly Ilex crenato 'Sky Pencil' / Sky Pencil Japanese Holly 'Rainbow' \ Misconthus sinensis 'Morning Light' / Eulalia brass Leucathoe fontanesiana /Rainbow Leucothoe ' F_Nr,E (7"F) \ &ROUNDGOVER SHRUB Piceo obies 'Pendulo' / Weeping Norway Spruce Phormium tenox 'Amazing Red' / Dwarf Red Flax \ 6aultherio shollon / Solol Pinus mugo 'Mops' / Mugo Pine 'Otto Sarcococca ruscifolia I Fragrant Sarcococca Mohonio repens / Creeping Mahonia Prunu5 lourocero5u5 Luyken' / Luyken5 Laurel \ \ AND RAIL Polystichum munitum / Western Sword Fern Rhododendron x 'Ramapo' / Ramapo Rhododendron &ROUNDGOVER SHRUB 'Crimson a /��� 1 \ l / Sarcococca ruscifolla / Fragrant Sarcococca Berberis thunbergii Pygmy' / Crimson Pygmy Barberry 'Morning O \ GROUND COVERS \ Bergenia x Red' / Bergenio Arctostophylos uva-ursi 'Vancouver Jade' / Kinnikinnick 6ROUNDGOVER SHRUB 'Spring Epimedium x rubrum / Red Barrenwort 'Red a �� Frogorio chiloensis / Beach Strawberry Collura vulgoris Torch' / Scotch Heather Imperoto cylindrico Baron' / Japanese Blood 6ro55 a a o \ Juniperus procumbens 'Nana' / Shore Juniper Lonicera pileata 'Moss Green'/ Moss Green Honeysuckle \ \ Juniperus scopulorum 'Blue Star' / Blue Star Juniper Pennisetum alopecuroldes 'Hameln' / Hameln Dwarf Fountain Grass \ 4' �E r �F,= \ Lavandula angu5tifolla 'Hidcote 'Blue' / Hldcote 81ue Lavender 'Moss / GROUND COVERS , \ ^AL<^AY \ Lonicera pileata Green' Moss Green Honeysuckle 'Black Pennisetum alopecuroides 'Hameln' / Hameln Dworf Fountain Gross Ajugo reptons Scollop' / Bugleweed • A'\ LoF, STAND\/IfR� Arctostaphylos uva-ursi 'VanG ouver Jade` I IClnnikinnick o \ SPECIMEN Vinca minor 'Illumination' TM 1 Illumination Dwarf Perlwinkle • —}— ���>� D� Pinus den5ifloro 'Umbraculifera' 1 Tony05ho Pine SROUND COVERS G0LE7 FLAN? FALLETTE «I �� � 0 ■ o LOAC,< \ Leptinella 5opollda 'Platt'5 Black' / New Zealand Brass Buttons y ■ _ a \ L (T T F) \ V Ophiopogon plani5Gapu5 'Nigre5cen5 / Black Mando &ro55 TREE5 a \ \ Vinca minor Illumination TM 1 Illuminotion Dwarf Periwinkle Fagus sylvatico 'Dawyck Gold' 1 &old Beech - \ g O SHRUBS a a Choisya ternoto 'Sundance 1 Golden Mexican Mock Orange O NOTE: PLANTING PLAN IS Cornus sericeo 'Flovirameo' / Yellow Twig Dogwood _ ° \ Euonymus fortunes 'Emerald 'n' Gold' TM / Emerald Gold Euonymus 5ROCEN UP INTO FOUR Ilex crenata 'sky Pencil' / Sky Pencil Japanese Holly \ MAJOR PLANT FALLETTES Osmonthus heterophyllus 'Goshiki' / Goshiki Holly Olive a 1,0 ■ Phormium tenox 'Tiny Tiger' / Yellow Dwarf Flax Sarcococca ruscifolia / Frogrant 5orcococca Spiraea Japonica 'Lime Mound' /Lime Mound Japanese Spires a _ 6ROUNDOOVER SHRUB \�\ \ Garex oshimensis 'Evergold' / Variegated Japanese Sedge a \ Epimedium x ver5icolor 'Sulphureum' / Bicolor Barrenwort 0 \ Erica cornea 'Golden Starlet' / Winter Heath s� v a \ \ Lonicera pileata 'Moss Green' /Moss Green Honeysuckle OPennisetum alopecuroldes 'Hameln' / Hameln Dwarf Fountain &ra55 <�� \ 6ROUND COVERS, 9 �66:.:. O �J Arctostaphylos uva-ursi 'Vancouver Jade' / Kinnikinnick Sedum rupestre 'Ange I ins' / Ye I low Stonecrop O O 41 - a Vinca minor 'Illumination' TM / Illuminotion Dwarf Periwinkle \ \ l Call 2 Working Days Before You Dig Utilities Underground Location Center (ID,MT,ND,OR,WA) SURVEYED: DESIGNED MIK AS-BU LT DRAWN: WS CHECKEDJPB NC. REVISION BY DATE APPR APPROVE': JPB SCALE: 1 "=10'_0" ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY GRETCHEN Product Data Sheet Picnic Table .I - - _' s"9 ufiy assembled. . Picric table can be freestanding or surface mounted. . Table has an Wicnal umbrefia hole. . Available in wen6r. woods. Interior woods, or POysiteTM • FSC cerfied woods available for an upcharge. • Suppons are cowo EKCoated metal. •ADA com0lani style ava laUe. Finishes . Exterior woods are unFau&red and will weather to a soft pewter grey. . Interior woods are finished With Landscape FonrLs exclusw LF•80 woad finish. a clear, catalyzed acfyec bopuar. . PoySlle" is colored recycled plastic umbers. • Metal is finished with Landscape Forces proprietary Pangard 11 Poyester Dowderc-oal. a hard yet flexvla finish that resists rusting. chlpping. pealing and fading. • Clip for Stanpard Color chart, To Specify • Select Gretchen Picric Table. Specify umbrella hale or no hoie. For wood, specify wood type. For Po"r e. specify donor. select mountng style. treestandng or surface mmo. Specify DoWderooat cola for metal components. CITY OF RENTON • Planning/Building/Public Works Dept. lJmt�a e+ie 5a' 30 270 b Visit our laricbm larms.carn for rwe informatlm. Spedfcatmns Ilya sehjact to change Y46out notlea. Landscape Finns supports the Landscape Archpsctue Foundation at the sound CAI lanai. ®2f717 Landscape Forms. Inc. ✓Tinted irk USA Landscape Forms. ft. 1 800.521.2546 1 F W9.381.3455 17800 E. WhipriAve., Kalamazoo. h4 49048 NECiROf"I,NTICC Product Data Sheet Bench • Benches are only available backed. • Ben ti can be heestandng, surface mokxned. or embedded. • Supports come in an anodized tinge With no color options- •Ava ling only in Jarrah - exterior or rntena finishes. Finishes .,l .1.-=.. .". I irngn for Supports. • lhtfnissned EAe for Woods. • Irnerior woods With LF-80 Finish - De sqned by Santa & Cole I� A new interpretation of a venerable classic. NeoRormereico brings the metal and wood city bench up to data. The seat and back of this elegant and ergonomm bench curve genft suppo" ft body and creating a pleasing pro5le. fJeoRort+metieo has a strong, durable cast aka*nnum trams with wood slat seats and backs. Visit our IanpscapelofrnsI for more nlormallen. Speoflcanwts are subject to mange kwhoul notice. Landscape Forms supports the Landscape Archlmcalre Foindalien at the Second Century level. 02016 Landscape Forms, Inc Primed In U-6 A. Landscape Forms, Inc.1 600.521.2546 1 F 269381.3455 17800 E. MuYI Ave.. KBIamum, 5U 4904E SCALE: 1 " = 10' 10 5 0 10 20 CONTOUR INTERVAL DATE: EARLINGTON TOWNHOMES 05/17/21 LANDSCAPE PLAN FIELD60OK PAGE: DRAWING N0: LP-01 UTILITY PERMIT # ` EET 2 OF* 8 '0 0 7t 0 0 U ON u0.4 u- M T 0 0 0 R-397108 z 0 cD z Q w a 10 w Call 2 Working Days Before You Dig 1111 Utilities Underground Location Center (ID,MT,ND,OR,WA) A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON SURVEYED: SCALE: DESIGNED 1 "=10' — 0" MIK AS-BU LTDRAWN: WS ONE INCH CHECKED AT FULL SCALE JPB IF NOT ONE INCH N C . REVISION BY DATE AP P R APPROVE-- JPB SCALE ACCORDINGLY SCALE: 1 " = 10' 10 5 © 10 2 CONTOUR INTERVAL- = 2' • CITY OF RENTON • Planning/Building/Public Works Dept. 111wlgo] II»r_1ato] MITI II: we] I�-t•]=:4IIII[011W60ir_11117_1:41I.� DATE: EARLINGTON TOWNHOMES 05/17/21 LANDSCAPE PLAN FIELD60OK PAGE: DRAWING N0: LP-02 UTILITY PERMIT #` EET: 3 GF 8 U 8 0 0 0 R-397108 /ATE E)L,Z— TRAC 1 SF) m Call 2 Working Days Before You Dig ' 111 1 Utilities Underground Location Center (ID,MTND,OR,WA) AS A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON cc `I le O� O� SOLDIER FILE VNAL=L= \ -4I ITT. SL-IF RAIL FEN�S (TYF.) N KNUCKLED I 'ULL POST - BRACE I'OS! SPACED SELVAGA I (M_1C!FT: ,iAJI � .. '7 1I L1 61A.K. Z"I „ KNUCKLED SELVAGE CONCRETE - CLM 3m TYPE 6 POST AHd RAIL SPECIFICATIONS PIPE CONC. RDM, SIZE {SCFi. •9J secrEaR W51GM' [113..'FT.I m ENO. CORNER, ak PJ_L P:1 T i 1.l• am. A .. LINE OR BRACE POST 2' DIAlk g .. FABRIC LOOPS - BAACC OR TOP RAIL 1 1w DIANL Tvm SIDES GATE P057 3 IQ' OIANL �:. TYPE fi FENCE (WSDOT STANDARD PLANS FS-2) 1 1 NT5 LOG< INALL< AIDS (�GR=\ AL- AY LOR STANDARD &RAY (TYf=.) REVISION TERRAOED FEA-FATGI (SEE DETA L. HEREON) 4' SPLIT RAIL FENCE TVIO OONORETE ST 5 (6 11 RX 12 11 T) (TYf) _._,�211XI211 GONORE-TE FA\/ER (TYF) �o SURVEYED: DESIGNED MIK DRAWN: WS CHECKED JPB BY DATE APPR APPROVE—< JPB SCALE: 1 "=10' —oil ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY TOP RAI_ BRACE POST 12"X12" PAVER (TYP) 5TRLTCHLR BAR POST - "ABRIC ROMAN STACKSTONE WALL (TYP) FABRIC BAMO - SPACED B 15, IN) MAX. (V Ric v METHOD OF FASTENING STRETCHER BAR TO POST ISWDV^ FOR ROUIND POST) 'SEE APPROVED VAULT STRUCTURAL PLANS FOR POST MOUNTING DETAIL. VARIES PER PLAN 8" TILLED SOIL 4" DEPTH CRUSHED GRAVEL PATH TO GEOTEXTILE CEDAR GROVE 95%COMPACTION FABRIC VEGETABLE (TYP.) SOIL MIX, OR SIMILAR (TYP.) DETAIL - TERRACED PLANTER MIN. 3" ANY DIMENSION SPLIT CEDAR RAILS 6"-8" MIN. SPLIT CEDAR POSTS SECTION @ PANEL 12" CONCRETE FOOTING TYP. 95% COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL CAICI IOC TUAT TUC TnO 1"1C TLJC' STACKSTONE SEATING WALL NTS �11i]�JI�Ceip►lil PLANTED AREA FINISHED GRADE. DETAIL -FILE SCALE: 1' = 10' 10 5 0 10 2110 CONTOUR INTERVAL 2' IN COMPLIANCE WITH CITY OF RENTON STANDARDS CITY OF RENTON %0F Planning/Building/Public Works Dept. EARLINGTON TOWNHOMES LANDSCAPE PLAN UTILITY PERMIT # DATE: 05/17/21 FIELDBOOK: PAGE: DRAWING N0: LP-03 S::EET: OF: 4 8 0 0 0 �I 0 0 0 R-397108 z 0 cD z Q w a 10 w Call 2 Working Days Before You Dig 1111 Utilities Underground Location Center (ID,MT,ND,OR,WA) A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON n SCALE: 1 " = 10' 10 5 0 10 20 CONTOUR INTERVAL_ = 2' SURVEYED: SCALE: "=' - " DESIGNED 1 100 MIK AS-BU LTDRAWN: WS ONE INCH CHECKED AT FULL SCALE JPB IF NOT ONE INCH N C . REVISION BY DATE AP P R APPROVE- < SCALE ACCORDINGLY JPB AomftL CITY OF RENTON NAN• Planning/Building/Public Works Dept. DATE: EARLINGTON TOWNHOMES 05/17/21 LANDSCAPE PLAN FIELD60OK PAGE: DRAWING N0: LP-04 UTILITY PERMIT #` EET: 5 OF: 8 U 8 0 0 0 R-397108 C0 0 0 0 U 0 O-) 0 0 0 0 0 0 R-397108 z 0 cD z Q w a 10 w A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON L/4Ni�)S�A4FE NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER 51 TE IMPROVEMENTS AND GONDI TI ONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATIN6 TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR 15 TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE i-800-424-5555. 5. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR I YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4, CONTRACTOR SHALL BE RESPONSIBLE FOR PRO\/[DING QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWING. 5. 5U50RADE IS TO BE W THIN �0 INCH OF I FOOT AS PRO\/1DE1:;' BY OTHERS. ALL PLANTINS AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS $ STICKS LARGER THAN 2 INCH DIAMETER. 6. 4 INCH DEPTH TOPSOIL IN LANDSCAPE AREA. -7. 2 INCH DEPTH, 2 FOOT DIAMETER BARK RING AROUND BASE OF STREET TREE5 AND OTHER TREES LOCATED IN LAWN. .5. GROUND COVERS SHALL BE PLANTED IN AN EGUI LATERAL TRIANGULAR 5PAC I NS PATTERN AT THE ON -CENTER DISTANCES SHORN ON THE PLAN OR IN THE PLANT SCHEDULE. AHERE GROUND COVER ABUTS CURBING, SI DEWALK5, SIGNS OR POLES, MINIMUM PLANTI N6 DISTANCES SHALL BE 12" FROM CENTER OF PLANT TO C411IR5, SIDEWALK, ETC.. MINIMUM PLANTING DISTANCE SHALL BE 24" FROM CENTER OF TREES AND SHRUBS. cf. ALL PLANT MATERIAL SHALL BE FERTILIZED INITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURERS SPECIFICATIONS. 10. ALL PANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK LATEST EDITION. ALL PLANT MATERIAL FURNISHED SHA'_L BE HEALTHY REPRE5EN7A7IVE5, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC, CONDITIONS 51MILAR TO THOSE IN THE LOCALITY OF THE PROJECT. TREE5, SHRUBS AND 6ROUNDCOVER OUANTITIE5, SPECIES, VARIETIES, SIZES AND CONDITIONS TO BE AS SHORN ON THE PLANTING PLAN. PLANTS TO BE FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS AND ALL AEEDS. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT O OWNER. 11. I RRI GAT I ON PLAN PER RMG 4-4-0701 TO BE SUBM 1 TTED AT A LATER DATE AS CORD I NATED W 1 TH CITY. 12. THE AVERAGE SPACING FOR STREET TREES SHOULD BE 40 FEET ON CENTER AND ADJUSTED TO ALLOW FOR SIGHT LINES, UTILITIES, TRAFFIC 516NS, LIGHT STANDARDS, DRIVEWAYS AND OTHER STREET APPURTENANCES. 13. TREES IN THE RIGHT OF WAY MUST BE PLANTED TO THE- FOLLOWING 5TANDARD5: PLANT TREES IN THE CENTER OF THE PLANTING STRIP WIDTH. fI FEET FROM FIRE HYDRANT5 AND UNDERGROUND UTILITIES (ie> WATER, SEWER, ELECTRIC, CAS). 10 FEET FROM UTILITY POLES, DRIVEWAYS, AND ALLEY MARGIN, 25 FEET FROM STREET L16HTS, 40 FEET FROM THE CORNER OF INTERSECTIONS, STOP 516NS, AND YIELD S16NS, AT LEA57 -72 HOURS BE^ORE YOU PLAN TO DIG, YOU MUST GALL SII TO REQUEST THAT THE LA57 LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES (GAS, WATER, ELECTRIC, ETC.) BE MARKED ON YOUR PLANTING AREA. KNOWING THESE LOCATIONS IN ADVANCE MAY SAVE YOU TIME AND MONEY BY PREVENTING AN ACCIDENT. 14. THE SOIL MOISTURE HOLDING CAPACITY OF NEA PERVIOUS SURFACES (TARGET PERVIOUS SURFACES) MUST BE PROTECTED IN ACCORDANCE WITH THE SOIL AMENDMENT BMP AS DETAILED IN APPENDIX O, SECTION 0.2.15. Call 2 Working Days Before You Dig Utilities Underground Location Center (ID,MT,ND,OR,WA) SURVEYED: DESIGNED MIK AS-BU LT DRAWN: MIK CHECKED JPB NC. REVISION BY DATE APPR APPROVE-< JPB SCALE: VERTICAL: NAVD 1988 1rr_10r_Or> HORIZONTAL: LAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON • Planning/Building/Public Works Dept. SCALE: 1 " = 10' 10 5 0 10 20 CONTOUR INTERVAL = 2' IIIKole] II»r_1ato] MITI II: we] I�-t•]=:4III[01106*ir_11117_101111111 461 EARLINGTON TOWNHOMES LANDSCAPE PLAN UTILITY PERMIT # DATE: 05/17/21 FIELDBOOK: PAGE: DRAWING N0: LP-06 S' �EET: OF: 7 9 U 8 0 0 0 R-397108 CU O O n O O O Q J 00 O O O cr n