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HomeMy WebLinkAboutzR-4062 SetN O O It O I W n 0 LU z LU Q N_ O I— LU LU 1 A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA HAEVIN RIDGE SHORT PLAT SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER,THE APPLICANT T M ASPECTS, LIC NT SHALL NO RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC S ECTS, THEY SHALL BE ADDED AFTER THEiI SURFACE WATER STANDARD PLAN NOTES. 1 BEFORE ANY CONSTRUCTJON OR DEVELOPPIENTACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS 1`14"ITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR 2. THE APPLICANT SHALL BE PFF-WNSIBLE FL6R-SE"-. CURING ALL NECESSARY CITY,STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION: 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPAREDIBY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TOU THE CITY. 4. APPROVAL OF THE ROAD, GRA G, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTERS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GA,S�, ELECTRK;AIfETC�PfANSFOR STRUCTURES SUCH AS BRIDGES, VAULTS. AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITTY1PRICkT0 CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5. ;A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY O_R QBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGESTTO THE APPROVED PLANSIITHE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7_ VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPRQdED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. c o 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITYAND NOTED ON THESE' APPROVED PLANS, ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS,'OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION INACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALLBE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 226,20. 13 STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALLUEIE°FITTED WITH DUCTILE RROON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, AND 264.56LSTRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF AND OUT SIDE OF THE ROADWAY. • ROUND_, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THER_OADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. • ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDSfOUTSIDE PUBLIC AIGFIT-OF-WAY ANDISEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15. D BUILDINGS -AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMERTWIDTHS AND BUILDINGSETBACKS LINES OF THE RENTON SWDM. 16. LIDS OF MANHOLES/CATCH � BA"WWITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING, ALLMANHOLEICATCH BASIN RUNS I SMALL BE -ADJUSTED TO EE�LUSRWITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN: o o J 17. ALL DRIVEWAYCULVERTS,LQCATED WITHIN CITY RIGHT -OF. -WAY: SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A' MINIMUM &I SLOPE FROMTHE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. o 0 0 0 o c c c o 0 UNLESS OTHERWISE NOTED, DRAWING IS NOT TOSCALE(NTS) STD. PLAN - 267.00� PUBLIC WORKS SURFACE WATER STANDARD PLAN PPRe D: 9/28/2U8 I DEPARTMENT NOTES (1 OF 2) GAZ 0 Pobl wont Admcrosuawr DATEfl Knowwhaft below. Celli before you di 06/07/2019 CIVIL PLAN SET PERMIT: C19001 90 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTESON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NO_�APPLICABLtTO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. o 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED. SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS- 4 -4114CH ROCK / 40 - 70% PASSING; • 2 - 4 INCH ROCK ! 30 - 40 . PASSING; AND • LESS THAN 2 INCH ROCK / 10 - 20 % PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE UCONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 0. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A'CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED "STORM' SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF ADPRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. G 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIORITQ CONSTRUCTION. 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORMUCONVEYANCE SYSTEMSSHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. o 0 0 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. - - 24. aFOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETCJQF THEDCLOP4ENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OFSHE SOIL a EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE, TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 0264.00. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITYIDQES NOT RELIEVE THE AP,PLICAWr OF THE CONTINUING LEGAL OBLIGATION ANDIOR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCEOF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26 ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4v.3-050), 28. PLACEMENT OF SURFACE APPURTENANCES (CATCHBASINIMANHOLE LIDS. CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED, WITH A�IORISLIP OR NON-SKID LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE o PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAYBE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE o MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE 'WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 267.10 } PUBLIC WORKS SURFACE WATER STANDARD PLAN PPR D DEPARTMENT NOTES (2 OF 2) Z 9/28/2018 I Public Wnt Admimsprtor DATE, PLO1 READY FOR SUBMITTAL ENGINEERING2 1ST REVIEW REVISIONS Surveyors & Civil Engineers 3 2ND REVIEW REVISIONS P.O. Box 412 4 3RD REVIEW REVISIONS Ravensdale, WA 98051 (206) 420-7130 www.PlogEngineering.com NO. :4! I EROSION AND SEDIMENT-,CONTROL-(ESC) STANDARD PLAN NOTES: THEFOLL ' NG IS A LISTING OF GENERAL NOTES THAT SHALL BEINCORPORATED IN THE EROSION AND SEDIMENT CONTROL ESC PLAN SET_ ALL THEFNTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT, THE APPLICANT OR OWNER HEREBY REFERRED TO AS APPLICANT MAY STRIKE OUT IRRELEVANT NO ES IF NOT T APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE: NEE DED FOR SPECIFIC DASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. o o o 0 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONISTRUCTION MEETING SHALLBE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER G NE RE AL PERMIT, IF IT IS REQUIRED FOR THE PROJECT, THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDE tO ECOLda'V' ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS; AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S�SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.- 5 STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OFUCONSTRUCTION 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. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE GLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. _WASHOUT FROMICONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCSCS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. o o - o 7. ALL REQUIRED ESC RMPS�SHALL BE CONSTRUCTED AND IN OPERATION PTRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARINGAND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CON13TRUCTIONOIS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENAWCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT, 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF[PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ASCONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS 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 APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC,BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS. OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FORTHE CONSTRUCTION OF STORMWATER FACILITIES SILL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. $2. ANYAREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN BAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER ROTHI SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ES"OVER=METHODS (E,G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. o o a O q4 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14.D ANY REA NEEDING ADDITIONAL ESC MEASURES. NOT REQUIRING IMMEDIATE ATTENTION, SHALL, BE ADDRESSED -WITHIN SEVEN (7) DAYS. D15.0 THE ESC BMPS ON INACTIVE SITES SHALL -BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR_, WITHIN 24 HOURS FOLLOWING A STORMI,EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 46.0 BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM BRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERSTHE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITYoOFTHE CATCH BASIN SUMP. 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. D18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIEDJWITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS T&ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SMALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT o FACILITY. o 0 0 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20.. PRIOR,TO THE BEGINNING OF THE WET SEASON (OCTOBER 1 ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS tOAEMAINUUNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. G21. PRIOR_ TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE. ALL IE9C BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR O,TFII&WIStPERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTEPLFINAL APPROVAL MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. o 22. 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 RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS, ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. UNLESS OTHERWISE NOTED, DRAWING IS NOT TOjSCALEjNtTS)j1jSTD. PLAN - 268.0o�PUBLIC WORKS EROSION AND SEDIMENT CONTROL';'1� DEPARTMENT STANDARD PLAN NOTES GAZ 9/Zs/a :451 m ST N I SE 176TH ST ST _ I P� I\ ST SEA ST)�p S �w � � I Q00 / r 0 0 o m 167 <vim SE 192ND ST \ 7 E _ \ SPRINGBROOK \ \ SPRINGS I \ \ 515 PANTHER\ \ LAKE \ VICINITY MAP NTS CONDITIONS OF APPROVAL 1 THE HAEVIN RIDGE SHORT PLAT, FILE NO. LUA18-000205, IS SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE APPLICATION SHALL RECORD A NOTE ON THE FACE OF THE PLAT THAT EXECUTES A SHARED MAINTENANCE AGREEMENT FOR EQUAL OWNERSHIP AND MAINTENANCE RESPONSIBILITIES FOR IMPROVEMENTS IN THE TO -BE -CREATED JOINT USE ACCESS TRACT, STORMWATER TRACT, TELECOM 1 TRACT AND TELECOM 2 TRACT. A DRAFT VERSION OF A SHARED MAINTENANCE AGREEMENT SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO SHORT PLAT RECORDING. 2. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN SHOWING ADDITIONAL LANDSCAPING ON LOT 4 AT THE TIME OF CONSTRUCTION PERMIT APPLICATION SUBMITTAL. THE UPDATED LANDSCAPE PLAN WOULD BE SUBJECT TO REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. 3. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN DEMONSTRATING COMPLIANCE WITH THE STREET TREE REQUIREMENTS IN RMC 4-4-070. 4. THE APPLICANT SHALL SUBMIT A REVISED TREE RETENTION PLAN SHOWING AT LEAST NINE (9) RETAINED SIGNIFICANT TREES AT THE TIME OF CONSTRUCTION PERMIT APPLICATION SUBMITTAL FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING ANALYSIS EXPLAINING WHY RETENTION OF ADDITIONAL SIGNIFICANT TREES IS NOT FEASIBLE, SUBJECT TO CONCURRENCE BY THE CURRENT PLANNING PROJECT MANAGER. 5. IF ADDITIONAL TREES CAN BE RETAINED, THE APPLICANT SHALL SUBMIT AN ANALYSIS SHOWING COMPLIANCE WITH THE TREE DENSITY REQUIREMENTS AT THE TIME OF CONSTRUCTION PERMIT APPLICATION SUBMITTAL. 6. THE APPLICANT SHALL SUBMIT ADDITIONAL DETAILS ON THE FENCING PROPOSED AROUND THE VARIOUS TRACTS AT THE TIME OF CONSTRUCTION PERMIT APPLICATION SUBMITTAL FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. 7. THE FUTURE HOME ON LOT 5 SHALL UTILIZE CORNER LOT SETBACKS FOR THE R-8 ZONE (SIDE YARD SETBACKS ON THE NORTH AND WEST SIDES OF THE PROPERTY, FRONT YARD AND SECONDARY FRONT YARD SETBACKS ON THE SOUTH AND EAST SIDES OF THE PROPERTY) AND DESIGN THE HOME IN WAY THAT BOTH THE SOUTHERN AND EASTERN FACING ENGAGE THE PUBLIC ROW THROUGH USE OF FEATURES SUCH AS ADDITIONAL GLAZING, MODULATION, DORMERS, AND A WRAPPED PORCH. 8. THE APPLICANT SHALL CREATE A NEW JOINT USE DRIVEWAY TRACT TO BE LOCATED BETWEEN THE STORMWATER TRACT AND THE PROPOSED PUBLIC HALF -STREET IN ORDER TO ALLOW FOR ACCESS TO LOT 3, LOT 4, AND THE STORMWATER TRACT. A RESTRICTION SHALL BE RECORDED ON THE FACE OF THE PLAT ONLY ALLOWING ACCESS TO THE TWO LOTS AND STORMWATER TRACT. A PUBLIC ACCESS/UTILITY EASEMENT SHALL BE PLACED OVER THE PROPOSED JOINT USE DRIVEWAY TRACT AND STORMWATER TRACT AND A NOTE SHALL BE ADDED ON THE FACE OF THE PLAT THAT EXECUTES A SHARED MAINTENANCE AGREEMENT FOR EQUAL OWNERSHIP AND MAINTENANCE RESPONSIBILITIES FOR IMPROVEMENTS IN THE NEW JOINT USE DRIVEWAY TRACT. A DRAFT VERSION OF THE PROPOSED JOINT USE DRIVEWAY TRACT DIMENSION, PUBLIC ACCESS/UTILITY EASEMENT, AND SHARED MAINTENANCE AGREEMENT SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT APPLICATION SUBMITTAL FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. 9. THE APPLICANT SHALL INSTALL ONE "NO PARKING" ON EACH SIDE OF THE PAVEMENT WITHIN THE JOINT USE DRIVEWAY TRACT AND INSTALL BOLLARDS AT THE END OF THE TRACT IN ORDER PREVENT VEHICLES FROM DRIVING OR PARKING IN THE STORM TRACT AREA PRIOR TO FINAL PLAT RECORDING. 10. IN THE CASE THAT THE APPLICANT PROPOSES TO UTILIZE AN OPEN POND INSTEAD OF A VAULT AT THE TIME CONSTRUCTION PERMIT SUBMITTAL, THE CHANGE IN STORMWATER FACILITY TYPE SHALL BE CONSIDERED A MAJOR AMENDMENT TO THE SHORT PLAT AND THE APPLICANT WOULD BE REQUIRED TO SUBMIT A NEW SHORT PLAT APPLICATION. O d') O O Cn X L(� O N O O O 00 Q J d-) O O O ti id 7 R - 406201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS F VELOPMENT ENGINEERING Eamanroth ENT PLANNING than Janders 06/23/2020 06/23/2020 Ul Q FREGIONAL FIRE AUTHORITY ENT, J SURFACE WATER UTILITY ?pROVED�'farah 06/24/2020 as 06/29/2020 J 0 MXP 05/27/2020 MXP SURVEYED. SCALE: VERTICAL: NAVD 83/1 CIVIL PLAN SET DATE:co MXP 11/05/2019 MXP SEE GRAPHIC HORIZONTAL: NAD1983/1991 CITY O F 06/07/2019 w DESIGNED. 14�' HAEVIN RIDGE SHORT PLAT PAGE °OK: 0 MXP 04/05/202 MXP MXP 0 DRAWN: RENTON N T O N PAGE: MXP 05/27/2020 MXP IY CHECKED. M RENTON, N T O N, W A DRAWING NO z ONE INCH DATUM 4 4 _ MXP AT FULL SCALE 080 18 > IF NOT ONE INCH Planning/Building/Public Works Dept. COVER SHEET LU REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF. MxP 1 23 Q 2 PROJECT TEAM CIVIL ENGINEER / SURVEYOR: CONTACT: MARK X. PLOG, PE, PLS PLOG ENGINEERING, PLLC P.O. BOX 412 RAVENSDALE, WA 98051 PHONE: (206) 420-7130 EMAIL: MARK@PLOGENGINEERING.COM PROPERTY OWNER: CONTACT: LAKH SANDHU 9329 S. 200TH ST KENT, WA 98031 PHONE: (206) 431-7970 EMAIL: LAKH.SANDHU@GMAIL.COM SOILS ENGINEER: CONTACT: BERNARD P. KNOLL, II AGES ENGINEERING, LLC P.O. BOX 935 PUYALLUP, WA 98371 PHONE: (253) 845-7000 ARBORIST: CONTACT: FAVERO GREENFOREST, ISA GREENFOREST INCORPORATED 4547 SOUTH LUCILE STREET SEATTLE, WA 98118 PHONE: (206) 723-0656 EMAIL: GREENFORESTINC@MINDSPRING.COM PROJECT INFORMATION PARCEL NUMBER: 322305-9075 ADDRESS: 18809 116TH AVENUE SE GROSS AREA: 57,847 SF (1.33 AC) R.O.W. (DEDICATION):9,412 SF (0.22 AC) DISTURBED AREA: 53,719 SF (1.23 AC) PROPOSED LOTS: 6 ZONING: R-8 DENSITY PROPOSED: 5.40 DU/ACRE DENSITY PERMITTED: 8.00 DU/ACRE FRONT YARD SETBACK: 20' REAR YARD SETBACK: 20' SIDE YARD SETBACK: 5' SIDE YARD SETBACK: 15' (ALONG STREETS) PRELIMINARY APPROVAL DATE: JUNE 7, 2018 APPROVAL EXPIRATION DATE: JUNE 7, 2029 NPDES PERMIT# (IN PROCESS, APP ID #22214) POWER COMPANY: PUGET SOUND ENERGY (888) 225-5773 GAS COMPANY: PUGET SOUND ENERGY (888) 225-5773 WATER & SEWER: SOOS CREEK SEWER & WATER PH: (253) 630-9900 CABLE: COMCAST (800) 266-2278 TELEPHONE: CENTURY LINK (877) 548-6869 SHEETINDEX 1 COVER SHEET 2 BOUNDARY AND TOPOGRAPHIC SURVEY 3 HORIZONTAL CONTROL PLAN 4 SITE PLAN 5 TESC PLAN 6 TESC DETAILS 7 GRADING PLAN 8 DRAINAGE PLAN 9 ACCESS ROAD PLAN & PROFILE 10 VAULT ACCESS PLAN & PROFILE 11 VAULT OUTFALL PLAN & PROFILE 12 116TH AVE SE PLAN AND PROFILE 13 COMPOSITE UTILITY PLAN 14 WETVAULT DETAIL 15 ROAD DETAILS 16 ROAD DETAILS 17 DRAINAGE DETAILS 18 DRAINAGE DETAILS 19 ILLUMINATION PLAN 20 ILLUMINATION DETAILS 21 ILLUMINATION DETAILS 22 LANDSCAPE PLAN 23 LANDSCAPE DETAILS A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA c:) CATCH BASIN RIM=508.-#E 0 12" CMP NW IE=506.26 / +I t W / CATCH BASIN�' \N SOLID LID / RtM_-508.,67/ / 12" CONICS IE=306.49 \I cf)o / 12" CMP N IE=506.44 \ `I _S 10 / Tor 1\ l GRAPHIC SCALE 0 10 10 20 40 \� 1 INCH = 20 FEET \`\ / / \\s>> CATCH BASIN I cn I `n F- / X\`� 2" C�NC S`1E=507.14 \ .' \ 12" CO C I I E--SC 7.17 ' TELECOMMUNICATION EASEMENT '\ / � � N I , d ACCESS &UTILITY EASEMENT REC.N0.20031223001130 8" CON`C\ WI IE=507:d0 REC.N0.20090218000732 CATCH BASIN - - -`\ 0 _ RIM=519.04 - - - - - - - - - - - - - - - - - - - - - \\1 1\ - 8" CONC E IE=514.65 - - r `� ` `� \I SSMH \ 12" CONIC W IE=516.46 I 1 t�jg \ \ \ \\ s�3 `� Rltv�=510.95 \ �, 12" CONC W IE=514.48 I _ _ - W _n�Q5'9 I T�`�"��"`mW ` V \ �� TOPOF8� PVC CLEANOUT 509 8 W �- W - W - P N s> P NPL S /C �� r-q• .� Z _----FOUND-REBAR_ AND CAPI ORP ,IIP�, ai 1 OH so LS 35974 I IoJ »-------------- r . = UJ 1 \ `� OHE OH E -------------------OHE -- `-' \\ �\ �\ \\ �\ -7 1 12" CONCR�TE CULVERT �X�r I `` IE=51O.01 I I\ X-X-X-X-X-X v I -X-X-X X-X_X-X \`. I \�I " EASEMENT AFN 9902109005 CETTOWER I I `\ I GENERATOR/ / BUILDINENCLOSURE I \_ BUILDING ENCLOSURE 7 ' I J xi r/ /� i •iII - -521-- --_- ,y0� ? / i � i m' �ni' 40 117I 30� B75'3 43 527A 22' X 50' LEASE � f v I 1° 29 .V I � 4 AFN 20091020002077 /i `� I ' - Ali I _ L 4 II T I� 'cn --- 1\\\\ 77 ° 751 761 v nor Q' - �O vv / 1768 N��•� A � 0 11 O /� % I ��.� ^� ��-`�� �� - \ i 7 761911 i �I� Jl� - a 71 Vi I \ LU EXCLUSIVE EASEMENTJ A JJ = REC.NO.20090218000732 vv ` �%_Ati vSS'-- �7110� ma's ' ��fi-- �In lb X-X-X-X CHAIN LINK FENCE 772 I \ \ \ 1 \ \ \ \ 17041 4*7-� 770 \� ' f A I 1 I In3 s�k jv N 6, N N o '\ �_ w r- CO - LO d vv ti I I Iv I 1 v r 7�1\ Ili 0 00 N FOUND 1/2" SPIKE J S8903'� l ��QQ.�: .-.-.-.-.�-.-.-�-+ `� -�- -��-�- ` rt- •-! I 0.4' EAST & 0.3' NORTH _ _ _ 1 ----- ---_ 9114 �� 11 \ \\� _ _ -� �_ +-+- 30591 •-•-•- FO ND 1/ SPIKE - f � HOG WIRE FENCE 311 0.5 WEST 0.2' Know what's below. p Call before you di 05/27/2020 05/27/2020 PLO1 READY FOR SUBMITTAL ENGINEERING 2 1ST REVIEW REVISIONS Surveyors & Civil Engineers 3 2ND REVIEW REVISIONS P.O. Box 412 4 3RD REVIEW REVISIONS Ravensdale, WA 98051 (206) 420-7130 www.PlogEngineering.com NO. REVISION CATCH BASIN \I II II IN RIM=515.33 I 12" CONC S IE=512.93 12" CMP N IE=512.80 N FOUND MONUMENT IN CASE COPPER TACK IN CONIC AT INTERSECTION OF 116TH AVE SE AND SE 192ND STREET CITY OF RENTON BENCHMARK 1873 MXP 5/27/2020 MXP SURVEYED: MXP SCALE: SEE GRAPHIC MXP 11/05/2019 MXP DESIGNED: MXP MXP 04/05/202 0 MXP MXP 05/27/2020 MXP DRAWN CM I ONEINCH I CHECKED: MXP AT FULL SCALE IF NOT ONE INCH I BY DATE APPR SCALE ACCORDINGLY APPROVED: MXP FOUND MONUMENT IN CASE IRON PIPE FILLED WITH CONIC AT INTERSECTION OF 116TH AVE SE AND SE 184TH ST CITY OF RENTON BENCHMARK 1868 SSMH \\ RIM=507.90 CONIC S IE=502.95 8" PVC NW IE=502.67 I s I I CATCH BASIN o� SOLID LID RIM=507.94 12" CMP S IE=505.49 I \ I I 12 CMP N IE=505.21 \ I ` CATCH BASIN \` I RIM=507.71 \ II 12" CMP SE IE=505.27 12" CMP N IE=504.29 I J 3" CPP SE IE=505.54 I I l I 016 M 619180, I I ApN� .t \ may W - SE 188TH STREET � ULT CATCH BASIN o 0 RIM=508.98 12" CONIC W IE=506.85 \ ` 12" CONIC S IE=506.84 \ 1 12" CMP E IE=506.68 TCF�BASiI� - � RlM=509.67 12" CMP S IE=507.50 �\ 12" CMP E IE=507.48 o \� 12" CMP N IE=507.38 m I 0 45 \\\\ I 619840, 0 "N# 1 0 am 1 \ I 0 \ m \ I \\ `� CATCH BASIN ` RIM=513.26 12" CONIC S IE=511.04 12" CONIC N IE=510.13 OOq.3 FTI 619840� A I I I I 0040 RH I N# 619840/ \ , o I AP I I I, I I VERTICAL: NAVD 19M HORIZONTAL: NAD 19IM1991 AIIIC� DATUM M W CITY OF RENTON 1"lanning/Building/Public Works Dept. B LEGAL DESCRIPTION THE NORTH HALF OF THE NORTH HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, OF THE WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. EXCEPT THE SOUTH 157 FEET THEREOF. AND EXCEPT THE COUNTY ROAD. VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING ARE BASE ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) AND WERE ESTABLISHED USING RTK GPS. 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR t 1.0' FOR THIS PROJECT. BASIS OF BEARINGS TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 01°03'43.29" COUNTERCLOCKWISE WAS APPLIED AT A COPPER PIN IN CONCRETE POST, INCASED, LOCATED AT THE INTERSECTION OF 116TH AVENUE SOUTHEAST AND SOUTHEAST 192ND STREET. THE MONUMENT IS THE SOUTHEAST CORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE W.M. THE NORTH AMERICAN DATUM OF 1983/1991 (NAD 83/91) GRID COORDINATES WERE FOUND TO BE 159877.304 / 1305508.729 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999978493 AND THE GRID SCALE FACTOR OF 1.000013747 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND TREE TABLE TREE NO. SPECIES DBH DL 701(RW) DOUGLAS-FIR 15 14 702 (RW) HAWTHORNE 6,6,8 10 704 (RW) BLACK LOCUST 20,20 18 705 (RW) BLACK LOCUST 23 16 706 BLACK LOCUST 25 16 707 BLACK LOCUST 8 12 708 BLACK LOCUST 8,9 14 709 BLACK LOCUST 7 10 710 BLACK LOCUST 8,8,8 14 711 BLACK LOCUST 7 10 712 BLACK LOCUST 7 10 713 BLACK LOCUST 8 14 714 BLACK LOCUST 6 10 716 BLACK LOCUST 6 12 719 BLACK LOCUST 6 8 720 BLACK LOCUST 7,7 10 721 BLACK LOCUST 7 10 722 (UH) BLACK LOCUST 6 14 729 (UH) BLACK LOCUST 8,8,9 14 730 (RW) BLACK LOCUST 9 13 732 (UH) BLACK LOCUST 7 10 733 BLACK LOCUST 9 8 734 BLACK LOCUST 7 12 736 BLACK LOCUST 6,6,6,8,8 16 737 BLACK LOCUST 8 10 738 (UH) BLACK LOCUST 5 8 739 (RW) BLACK LOCUST 10,10 14 742 (UH) BLACK LOCUST 6,7,7 16 744(UH) BLACK LOCUST 7 14 745 (UH) BLACK LOCUST 7 14 746 BLACK LOCUST 10 12 748 (UH) BITTER CHERRY 6 8 751(UH) DOUGLAS-FIR 8 12 752 BLACK COTTONWOOD 8 12 753 DOUGLAS-FIR 9 8 758 BLUE SPRUCE 7 7 759 BLUE SPRUCE 6 7 761 BLACK LOCUST 6 12 764 BLACK LOCUST 6 13 765 BLACK LOCUST 5 14 766 BLACK LOCUST 6,7 12 767 BLACK LOCUST 6 10 768(UH) BLACK LOCUST 8 10 769 BLACK LOCUST 9 12 770(UH) WESTERN RED -CEDAR 22,24 18 771(UH) (AC) DOUGLAS-FIR 38 18 772 (AC) PACIFIC DOGWOOD 8 12 773 (UH) LOMBARDI POPLAR 8 1 777(UH) BLACK LOCUST 9 14 A BLACK LOCUST 7 12 B BLACK LOCUST 8 12 R-406202 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O CA 0 O CA _O O O O ti I- d F- 0 CIVIL PLAN SET DATE: _ 05/27/2020 /U)LIJ FIELDBOOK: HAEVI N RIDGE SHORT PLAT PAGE' RENTON WA DRAWING NO Z 080-18 w OUNDARY & TOPO SURVEY SHEET: 2 OF: 23 2 0 rn T Q Q T LO Q N O O O Q J d) T T Q Q Q 1 T r Q J H ry 0 2 U) W CD 0 Of Z_ W Q 2 N CO O i O W H H J ry O 2 U) LU 0 ry W lqt O H LU LU A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA _i_ �/ \ t \ CAT H B IN RIM- / RI 50 74 vv 12" CMP S IE-504.0 8" TEE E =50 44 0 1 12" CMP N IE=503.- to v 8„ v SSIVri _ RIM-507.69 o ---- 8" PVC S IE-49 Q„ PV�SE �E 4- \ - E=5U5.1 6 0 / 8 PVC N IE=499.2- + _ SSMH #13 CAT-C,TBASIN CD '-- \ RIM-507.90 RIM-508.4& _ 8" CONC S IE=502.95 12" CMP NW IE-506.26 -/ 0+ 0.00 I\ I I II 8" PVC NW IE=502.67 / v CATCH BASIN SOLID LID rp CATCH BASIN RIM=507.94 / SOLID LID- 12" CMP S IE=505.49 / RIM-508.�7' �` 12" CMP N IE=505.21 / 12" CONC S IE=506.49 0 / 12" CMP N IE 506.44 10 ` CATCH BASIN I+ RIM=507.71 STOP 12" CMP SE IE-505.27 12" CMP N IE=504.29 3" CPP SE IE-505.54 0 305-9 / I "' �M ,01 4 322 �v / CATCH BASIN v/ 0 N x RIM-509.63 \ � + I s 6� g�8 AP / 2" CONC S-LE=507.14 o / 12" CONC IE=t07.17 �� `S 8" CON WI IE=507:40 0 W / H CATCH BASIN -- �N I M v RIM=51 9.04 - - - --- - -� - - - - � - - - - - - `� `� `� v o 8" CONC E IE514.65 o `� ` `� vI SSMH v o _ 12" CONC W IE=516.46 j o �v ��3 `� R11�=510.95 �v / to �E 2" CONC W IF 4.48 0 ` "� TOP OF �� PVC CLEANOUT 509.68 _ WV + W W W W W W� LPL`s W - - s PSP x� v STA 3+00.00 © -\ \ I INT. SEE 188TH ST _ _---FOttND REBAR AND CAP �`� � -�- 1 - � N g � OH� / 1 1 � _ � � �.- � ' I o SE 188TH STREET ------ SD LS 35974 --_ --- - i ----- -- - r -- - 45.T - @-------- >x - - --yc OHE +� r - --vnc- -------6EtE --- - --- -- ---- - -- _ ----- � v 97 20 � I / � 1, CATCH BASIN ------------ - \ _ --- \ _ �\ 7 3. b = RIM=508.98 -12" CONCRETE CULVERT x ° +� 2" CONC W IE=506.85 T I A x-� x x x-x x-x \ 48- V A V A� 1 I- II E=517.01 _x ; -x-x-x v _ �� A i a� 12" CONC S IE=506.84 + 0o x x \ \ I \ . T I 12" CMP E IE-506.68 CELL TOWER GENERATOR x 1 C:) �1•. C 001 _0 0+00.00 o �I `� ` 5 1 .�`.: _j h BUILDIN� ENCLOSURE - - BUILDTRACNTLQ�URE �I `� \ x �I _ \ Iv �12 1 - 713 1 ( U �U x TR C o+5 A) V I- I Lmm I` 6 /I to I,- of ,---, W i �1 �o I� ATCH BASF \�-5. n __ - I 5' ST RM i n U) n RIM-509.67 z1-- L - -_ k�I 6 �\ 1i I O o �� II i{ ° }B DRAINAGEv o Y 12" CMP S IE507.50 o 71.A, -� �x x v i ` EASEMENT ° IE C OSSING �04.9112" CMP E IE 507.48 - J 5253 v DO v �746 1 I v \I v I of i i- o Zt�9 7421 `\ 729 N' o \ 12" CMP N IE=507.38 TRACX / C - - - ° 4 - F '�E 45- 00' �� w �_ 1 •I 0 0 751' + 1 +,07.1 1 - �9 ° ' 7K�30.0 �' °\ 777 \ 2+00.00 _ \ _ \ 2 50. 0 L 0 c\1 r,- \\ N89°31'15" 67.24' � ;� _ � �2-- �''=1����7��=- � vv v v ; � � � � ��� 2 .5 OSSING=50 .12 o r �hA 5 _ --- o - o ` _ - _ V / __ \ 714 0 --5764\ 0 \ a - - - 1 ---- --=- - - - - - - - - - - v v ■ ■ °i U gU I ■ o o ■ � `� 766 A \ Ind 1 N i \ \ i I Ar -- \ PROVIDEBOLLARDS- 7691 � i it 1 �� � 71�\ 523--� / (4) ,PER DETAIL `�v I - - 2><--- 1 015 - v - + / THIS SHEET L I `� a `� �` � ' �.�. IV 305�9 - w ' ; `�� A `v Ln ia. I � 322 T A, T - I I \N ! o I �� 09 / O N �1)710 -708 S I �- - - -N88° 438"W 36.50' PP b � � 11 A l 7 t - - - ---------� � �i ` V I \ �I I 1� 32.73' , o + cj LLJ v I LOT I o 5 S1 ° 1 0'S0"W 1 0.9 ��. }� v lac I O ;S89°31'15" �� L} v i LOT 3� �0��i I vv LOT\\2 1 � w V 1 V AV.; �� 7 z LOT �� � I 1 � � � I`v II vv I \ \ I \ I Q LLJ 0 m 772 \ v A V v ` i N DO CHAIN LINK FENCE _---- v v v v I° T N II \\ \V v\ \\ \\ I I \\ i' 5 CD A\ fl v 0 0 7 S v �� v 0 v q 3 /(D �� v 0 20>01 ' i �v - v Lj CATCH BASIN 1 v; d v �j2 t \ \ ' 770 1 \' RIM=513.26 � vS1°10'50"W 10.23' o N1110'S0"E 8.78' �; APN N u o 523- �` u 12" CONC S IE-511.04 L10.11' L=11.56' / A ` v -12" CONC N IE510.13 _0 CD A f 1 / A co `Sj A V / 1 \ R=25.00'�CIO �S s S �i� \ 4.57'_ - 1 d� \ g q 0 LOT 5 , L - - - -- �I - HVL' -:� cv � ,: : \ �� � �' I � o�i`6`ia Dd's` : �'. D•VM�: i II I `\ \ O ;\ L R35.00' ` W \ j W W W 0+00.0 v o W Y�l v 1 v v o+oo.00v P U B �`(C ROADLO / --fig- - - I ` 1 00.00- \ +5 .00 \ 2 .00 2+Ot7"00 v 0 / �` 3tW�_ ---------- -,_ ---- --- - - - --- ----- 00 9 60 - _ --- - - - - - - \ CD FOUND 1 /2" SPIKE ------- - - - - - - - --.-,-.- - - v v v Ji o ' 4 0.4' EAST & 0.3' NORTH ��-�-�-'-''-'-`� +- 'FOUND 1 /2" SPIKE � � I g + � \\ 9g�o/ HOG Wlf 0.5' WEST & 0. 2' NORTH o A m Know what's below. Call before you dig L 05/27/2020 PLO1 READY FOR SUBMITTAL ENGINEERING 2 1ST REVIEW REVISIONS Surveyors & Civil Engineers 3 2ND REVIEW REVISIONS P.O. Box 412 4 3RD REVIEW REVISIONS Ravensdale, WA 98051 (206) 420-7130 www.PlogEngineering.com NO. REVISION MXP 05/27/2020 MXP SURVEYED: MXP MXP 11/05/2019 MXP DESIGNED: MXP MXP 04/05/202C MXP MXP 05/27/2020 MXP DRAWN: CM CHECKED MXP BY DATE APPR APPROVED: MXP SCALE: SEE GRAPHIC ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY M W LI O CD O O ti ig W GRAPHIC SCALE 10 0 10 20 40 1 INCH = 20 FEET UNDERGROUND UTILITY NOTE ALL UTILITIES ARE REQUIRED TO BE PLACED UNDERGROUND. NO OVERHEAD UTILITIES CURRENTLY EXIST ON THIS SITE OR ALONG THE FRONTAGE. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF DATUM ' RENTON Planning/Building/Public Works Dept. *W11111WOOM IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 0 11,1101 Nathan Janders 06/23/2020 H Q J d O CIVIL PLAN SET DATE: U) 05/27/2020 /wI� H A EV I N RIDGE SHORT PLAT PAGE: RENTON, WA DRAWING NO: z 080-18 w SITE PLAN r7777 OF: 23 N CO O 't i O W H H J H ry O 2 U) LU 0 ry W O H LU LU CATCH BASIN RIM-51 9.04 8" CONC E IE=514.65 12" CONC W IE=516.46 12" CONC W IE-514.48 w SD 12" CONCRETE CULVERT \� E51 7.01 v� _x-x_x x-x-x-x i A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA RI O CATCH ,BA�IN Ed 44 v PER CO�R STD'216.2Q 01 216� 0 `v f� 2" ADS CULVERT_ sa o , ATCN_ BAS IN o \ R C. RIM=508.46 _ _ 8" C 12" CMP NW IE=506.26 -� B 0+ 0.0E \ � I / \ CATCH BASIN CATCH BASIN PROTECTION I � ROLID LID / PERAI2I N2116.20 OR 216.30 - 07 94 12" CMP S IE-505.49 / Rt M=508.�3 12" CMP N IE=505.21 Cut/Fill Summary/ 12" CONC S IE-506.49 / 12" CMP N IE=506.44 v CATCH BASIN Name Cut Factor Fill Factor 2d Area Cut Fill Net �/ `\ RIM=507.71 12" CMP SE IE=505.27 s7o GRADING 1.0E 1.0E 51870.98 Sq. Ft. 912.96 Cu. Yd. 511.2E Cu. Yd. 401.76 Cu. Yd.<Cut> _/ soP i rr�I , 12" CMP N IE=504.29 Totals 51870.98 Sq. Ft. 912.96 Cu. Yd. 511.20 Cu. Yd. 401.76 Cu. Yd.<Cut> / ) 3" CPP SE IE=505.54 64 � I i 32236 s / �,, AT BASIN o v M �86,0 RIM�dATC-WBASIN PRdTEC ON + / 2" CAN �d A5=1416.�0 OR 21 30 1 / 12 CONC N IE=5�07.17 �X/ `p 8" CONe W IE-507-40 0 W i H WV A v\ M M SSMH RiN-510.95 1 OHE W w, tH �� TOPWOE PVC CLEANOUT 509.68,_ ` \ WV W W w CLEARING LIMITS W/ CLEARING LIMITS W,/ ` II� f�0 EC ST 3+00.00 w ____--- ORANGE SAFETY FENCE_ - ORANGE SAFETY FEN C OHE - ER cOR �Tn �1S p 1 IN SEE 188TH ST PER COR S�D 212.100 PER COR STD 2 -2: �--c�w R4BAR AND CAPI-------- �, �v �� " ( SE 1 88TH STREET I / - - - -- \\ o / s CATCH BASIN T OHE--__------- - 6E --- \ 7 P WER ULT 0 X------- SILT FENCE PER _ - o 0 RIM 508.98 - i\ x x-x X� 4` SILT FENCE PER COR STD 2TS* OR ECTION + / m 12" CONC W IE=506.85 COR STD 214.0E E PER CATCH E�ASii� PR ECTIO + COR S �14.00 0 \ I 2" CONC S IE=506.84 _ �< I 2" CMP E IE=506.68 �,�� BUILDIN� ENCLOSi - BUILDTRACNTLgAURE �w ��512I 3 j 73 + �- RIM=509.67 I I� �� i 5�` -- _ m� x i -- - - - IF �b , - - , ` ° B ` `\ 12" CMP S IE-507.50 �. -x ` ` 12" CMP E IE=507.48 753 v v A J ✓ 52 CAT TIO �C 746 ` ° 742�I `� o\ 12" CMP N IE-507 38 PER COR ST 2 6. 0 OR 2 S \a - TRAC C ;_- CATC BASIN_ OT_ECTIOIJ 4 I� - - - \ ` m \ + -- S _ ER OR S -r T 6�30 �`------\+-- 29 i777 ,�511�12 \ ------ /�-------521 \ SILT FENCE\ P R\\ \ \ CATCH BAS}I. ��OTEC�I N - ` _ 522 76� P R R STD 21 2 " 0 216.3p -- ` v COR STD 214.(Q I`� � � vv 00 5 `�� of A 71 �o 8 CATCH BASIN PROTECTION - _ 766 \\i AT JBASIN PROTECTION APN i CATCH BASIN PROTECTION CO STD 216.20 OR 2 6130 ` 0 PER COR STD 216.2E OR - h E, PER COR ST 216.20 OR, 21 ' - ti 769 = m 216.3E v �--�2s--�� v � I � I I I `� � ti i PROV) OLL�RDS \ I �i I (4) �n EETAIL `�v V - - -� 51i2� ° ��-- -- LIMITS W 5 \ CLEARING / Q7 -,� � THIS SHEET _ 1 ORANGE SAFETY FENCE v PER COR STD 212 00 3U� _-- �`T T j ` ° 2 L 5N1 �9 t N �522 L L s) 7��T FENCE PEIACOf� STD 214� Q `R r� v A A REMOVE DURING FRONT G ' \\ CONSTRUCT, --- ILT FENCE PER COR STD 214.0E LOT v ( 1 z o T C + W STOCKPILE AREA, PROVIDE i N 1n i TEMPORARY COVER AS �vI �121�0 J o ° 772 NECESSARY\ PER COR ` LLJ CHAIN LINK FENCE - `v STD 213.30\ j vv �512�183� ° 7 1� �% Q � � `� �v � � AV I I 1 A I I ` �w 771 223�� CONSTRUCTION PARKING ` __ ��v v r I RIN/I RnSiN ��I 3 & MATERIAL STORAGE L-�SILT FENCE PER �vv �5� - 12" N N ` COR STD 214.0E ; \ CLEARING LIMITS W/ ORANGE SAFETY FENCE PER COR STD 212.00 `O SILT FENCE PER �'� i All COR STD 214.00 CATCH BASIN PROTECTION TABILIZED )CONSTRUCTIO ', i SILT�i FENCE PER �ORi STD 214.0E PER COR STD 216.20 OR 216.30 i� ENT AN E PER CORv$TD 215.1 _ v \ o _ I A � S CONC. W HK i I / SCAT H JASIO1 PROTECT IO� '' � `m + I CATCH BASIN PROTECTION 1 � CATCH BASIN PROTECTION �� 6 ,' N o �' I v PER �COR STD 216.20 OR 216.30 f�ER COR STD 216.2E OR 216.3E �v 5' DVS' i ti iv n l p D y DVVi �I n � ---- -- g1'6 - \ IEEL -- 'I - O w F 5.00' \ _ PUBLIC I U,1U \ I 01 � I I SS ,IH��T 1PTu - - - - -'�'-------- FOUND 112" SPIKE 5' WEST & 0.2' NORTH CLEARING LIMITS W/ CLEAh'1NGIRLFtM��S IW/ � � ORANGE SAFETY FENCE ORANGE SAFETY FENCE 9� PER COS STD 212.0E PER COR STD 212.00 �223�5 Know what's below. Call before you dig 1 05/27/2020 PLO ENGINEERING Surveyors & Civil Engineers P.O. Box 412 Ravensdale, WA 98051 (206) 420-7130 www.PlogEngineering.com 0 �g 0 m I r APN , np)/l M w MOBILIZATION/STOCKPILE AREA NOTES ANY EXCAVATED MATERIAL REMOVED FROM THE CONSTRUCTION SITE AND DEPOSITED ON PROPERTY WITHIN THE CITY LIMITS MUST BE DONE IN COMPLIANCE WITH A VALID CLEARING & GRADING PERMIT. LOCATIONS FOR THE MOBILIZATION AREA AND STOCKPILED MATERIAL MUST BE APPROVED BY THE INSPECTOR AT LEAST 24 HOURS IN ADVANCE OF ANY DUMPING DUST SUPPRESSION DUST FROM CLEARING, GRADING, AND OTHER CONSTRUCTION ACTIVITIES SHALL BE MINIMIZED AT ALL TIMES. ANY DUST SUPPRESSANTS USED SHALL BE APPROVED BY THE DIRECTOR. PETROCHEMICAL DUST SUPPRESSANTS ARE PROHIBITED. WATERING THE SITE TO SUPPRESS DUST IS ALSO PROHIBITED UNLESS IT CAN BE DONE IN A WAY THAT KEEPS SEDIMENT OUT OF THE PUBLIC DRAINAGE SYSTEM. STREET SWEEPING NOTE A CONTRACTOR SHALL IMMEDIATELY SWEEP THE PAVED CITY RIGHT-OF-WAY WHEN DIRT OR OTHER CONSTRUCTION RELATED DEBRIS IS DEPOSITED. GRAPHIC SCALE 10 0 10 20 40 1 INCH = 20 FEET R-406205 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 0 Nathan Janders 06/23/2020 1 READY FOR SUBMITTAL MXP 05/27/2020 MXP SURVEYED: MXP SCALE: SEE GRAPHIC VERTICAL: NAVD 1988 HORIZONTAL: NAD 198311991 DATUM � CITY OF R E N T O N Planning/Building/Public Works Dept. CIVIL PLAN S E T H A E V I N RIDGE SHORT PLAT RENTON WA TESC PLAN 2 1ST REVIEW REVISIONS MXP 11/05/2019 MXP DESIGNED: MXP 3 2ND REVIEW REVISIONS MXP 04/05/202C MXP 4 3RD REVIEW REVISIONS MXP 05/27/202 MXP DRAWN: CM ONE INCH CHECKED: MxP AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: MXP O rn 0 O d') 7- , L� O N O O 0 00 J O O O O ti 7 Q J In (Y OT 1 DATE: U) 05/27/2020 FIELDBOOK: � r1 0 PAGE: DRAWING NO: 080-18 -> SHEET: OF: Q 5 23 A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA N (D O ItT LLJ I- Q _J In F_ ry 0 W 0 �0_/ L.L z_ LLJ Q O LLJ LLI _ U) ST (TYP. ) NOTES 1. CONDITIONS OF USE 1.1. TO ESTABLISHCLEARING LIMITS, STAKE AND WIRE -FENCE MAY BE USED: 1.1.1. AT THE BOUNDARY OF CRITICAL AREAS, THEIR BUFFERS AND OTHER AREAS REQUIRED TO BE LEFT UNCLEARED. 1.1.2. AS NECESSARY TO CONTROL VEHICLE ACCESS TO AND ON THE SITE. 2, MAINTENANCE AND REQUIREMENTS 2.1. 'IF THE FENCE IS DAMAGED OR VISIBILITY REDUCED, IT SHALL BE REPAIRED OR REPLACED IMMEDIATELY AND VISIBILITY RESTORED. 2.2. DISTURBANCE OF A CRITICAL AREA, CRITICAL BUFFER AREA, NATIVE GROWTH RETENTION AREA, OR OTHER AREA REQUIRED TO BE LEFT UNDISTURBED SHALL BE REPORTED TO THE CITY OF RENTON FOR RESOLUTION. 2.3. THE CITY MAY REQUIRE MORE SUBSTANTIAL FENCING IF THE FENCE DOES NOT PREVENT ENCROACHMENT INTO THOSE AREAS THAT ARE NOT TO BE DISTURBED. u UNLESS OTHERWISE NOTED' DR NG IS NOTTO SCALE' e , STD. PLA PMR UBLIC WORKS PPRO DEPARTMENT STAKE AND WIRE FENCE GAZ 9/28/2018 a DA1 �. v.nr. wono Aamm„va�« NG�QPO R = 25' MIN.-1 INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS / 4"-8"� QUARRY- SPALLS U GEOTEXTILE ONSTRUCTION ENTRANCE NOTES: 1. DRIVEWAYS SHALL BE PAVED TO THE EDGE=JF T#1E RIGHT-OF-WAY PRIOR TOJWTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. \x 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD y� 15MIN. PROVIDE FULL WIDTH OF INGRESSIEGRESS AREA 127 MIMLTHICKNESS J NOTES: T1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OF! OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE, 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION o UEATRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHNVIDTH TO PROVIDE VEHICLE ACCESSIPARKINSED ON LOT SIZE6CONFIGSRATION? 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION PEOTEXTILE SHALL BE PLACED UNDER rHE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPIHCI UP,INTO THE ROCK PAD. THE GEOTEXTILE OSWPILL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM 200 LBS. MIN _ GRAB TENSILE ELONGATION (ASTM (4632) 30% MAX, (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 495 LBS, MIN. ADS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2,2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. -HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT 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 OF QUAR 1R a SPACES IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. ' ' ' ' 2.4. -FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. 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 FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF c SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SMALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENTS HALL NOT BE CLEANED BY WASHING DOWN THE STREET EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY, WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. T4. ANY QUARRYISPALLS THAT ARE LOOSENED FROM THE PAD AND END UPON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 31. IF VEHICLES -ARE ENTERING OR EXITING THE WES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(Sy, FENCING, SHALL BE INSTALLED TO CONTROL TRAFFIC.: UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE :v STD. PLAN - 215.10 • PUBLIC WORKS APPROVED: DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 v.01 w.n> Ad.- DA1 Knowwhan below. Cal I before you di 1�. TOE IN SHEETING IN 4" x 4" MIN, TRENCH NOTES: 1. CONDITIONS OF USE 1.1. PLASTIC COVERING MAY BE USED ONDISTURBEDAREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS. 1.2. PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES. 1.3. CLEAR PLASTIC SHEETING MAY BE USED OVER NEWLY -SEEDED AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS GROWTH. CLEAR PLASTIC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE SUMMER MONTHS 1.4. THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH AREAS°INCLUDE STEEP AND UNSTABLE SLOPES. 2. DESIGN' AND INSTALLATION SPECIFICATIONS 2.1. PLASTIC SHEETING SHOULD HAVEA MINIMUM THICKNESS OF 0.06 MILLIMETERS. 2.2. IF EROSION AT THE TOE OF A SLOPE IS LIKELY. A GRAVEL BERM, RIPRAR OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF.. 2.3. TIRES, SAND BAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC. -2.4. SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12 INCHES AND BE WEIGHTED OR TAPED. 3. MAINTENANCE STANDARDS 3.1. TORN SHEETS MUST BE REPLACED AND OPEN SEAMS REPAIRED. 3.2. IF THE PLASTIC BEGINS TO DETERIORATE DUE TCFULTRAVIOLEt-RADIATION, IT MUST BE COMPLETELY REMOVED AND REPLACED. 13. WHEN THE PLASTIC IS NO LONGER NEEDED, IT SHALL BE COMPLETELY REMOVED. o o 0 u UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE' STD. PLAN - 213.30 PUBLIC WORKS PLASTIC COVERING PRO9/28/2018 ��. DEPARTMENT GAZ ..„n.... DA1 05/27/2020 BACK OF, SIDEWALK - 2"x4" WOOD STUD 3M"I.DRAIN GRAVEL WIRESZ' REEN OR FILTER FABRIC PLAN VIEW 3/4" DRAIN GRAVEL POND HEIGHT � � OVERFLOW _ WATER �J WIRE SCREEN OR FILTER FABRIC -1 2"x4" WOOD STUD 4TCH B14S1NUCOVER CURB INLET - CURB INLET CATCH BASH SECTION A CONCRETE BLOCKS CATCH BASIN COVER' NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP, 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGERTHAN ONE ACRE. 4. USE BLOCK AND GRAVEL TYPE SEDIMENT BARRIER WHEN CURB INLET IS LOCATED IN GENTLY SLOPING SEGMENT, WHERE WATER CAN PONDAND ALLOW SEDIMENT TO SEPARATE 1`71kOMfiUNOFF. 5. BARRIER SHALL ALLOW FOR OVERFLOW FROM SEVERE STORM EVENT. 6. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENTC SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY.. o 7. BLOCK AND GRAVEL CURB INLET PROTECTION MAY ONLY BE USED IN LANES NOT OPEN TO TRAFFIC. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE STD. PLAN - 216:40 PUBLIC WORKS BLO& AND GRAVEL CURB INLET DEPARTMENT PROTECTION PLO1 READY FOR SUBMITTAL ENGINEERING2 1ST REVIEW REVISIONS Surveyors & Civil Engineers 3 2ND REVIEW REVISIONS P.O. Box 412 4 3RD REVIEW REVISIONS Ravensdale, WA 98051 (206) 420-7130 www.PlogEngineering.com NO. 9/2.8/2018 DA1 REVISION .'DINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS, USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS - 2"X7' 14 GAUGE WIRE, OR i EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 2' MIN, 5_ 1 6' MAX. 1 12" MI POST SPACING M E JNPREASED 4"x4"MIN. TRENCH TO 8' IF WIRE BACKING IS USED I I I 1 BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" TO 1-1/2" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP,) NOTES- 1. CONDITIONS OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1 2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATICIM N(O$T BIE AVAILABLE ON SITE. 303�1 . 0-q1T4 FOR19 AOS ( TM D4751) _ � ,. IL I o 5010QSIEV SIZE (0.30-0°15mm) WATER PERMITTIVITY (ASTM-D4491) Q.02 SEC'' MINIMUM GRAB TENSILE STRENGTH (ASTM 134632) < "GRAB 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LB'S- MIN. FOR STANbAl2D STRENGTH FABRIC_ TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM 04355) 70% MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER#6ft SPACIN0 MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. INHERE THE FENCEIS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV _ U2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY & REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALON aO'CONTOURS WHENEVER POSSIBLE. - 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWSIARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. U3.3. 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 OCCURSI]REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. �31i 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 61NCHES HIGH. . IF THE FILTER FABRIC (PEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NOTED!' DRAWING IS NOT TO SCALEJNTS) - STD. PLA - 214�0� PUBLIC WORKS SILTFENCE GAZ 9/28/2018 1 DEPARTMENT 00 v.ouc won: nemmwa« DATE DRAINAGE GRATE TRIM U GRATE RAM ME`- _ C- OVERFLOW BYPASS - BELOW INLET GRATE DEVICE ,SEDIMENT AND DEBRIS•- 1 FILTERED I� Y WATER �] SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOIVN; - �� �� RETRIEVAL SYSTEM (TYP.) %/I OVERFLOW BYPASS (TYP.) BELOW INLET GRATE DEVICE L NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 50DIFEET OF A DISTURBED OR .CONSTRUCTION AREA. UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP 2. INLET PROTECTION SHALL BE USED TO.PROI THE DRAINAGE SYSTEM. 3. THE_CQNTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE', 4. AKETHE BELOW INLET GRATE DEVICE (BIGD1 FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5, THEBIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEV SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. AL S L W 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 08. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIATOR TIME INSERT SHALL BE -CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALEI TS) STD. PLAN - 21" PUBLIC WORKS APPR ED: DEPARTMENT CATCH BASIN INSERT GAZ 9/28/20-18 fg DATEn MXP 05/27/2020 MXP SURVEYED: MXP MXP 11/05/2019 MXP DESIGNED: MXP MXP 04105/2020 MXP MXP 05/27/2020 MXP DRAWN: CM CHECKED MXP BY DATE APPR APPROVED: MXP SCALE: SEE GRAPHIC ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY :45° AI R-406206 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 3:45 AP DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF DATUM RENTON Planning/Building/Public Works Dept. O V_ O O L(O O CV O O O 00 Q _J O O O ti Q J CL 0 CIVIL PLAN SET DATE _ 05/27/2020 � HAEVIN RIDGE SHORT PLAT PAGE: RENTON, WA DRAWING NO z T E S C D ETAILS 080-1$ LU LLJ SHEET: OF. Q 6 23 = N O O O W H H J H ry 0 U) W 0 0 ry w I` O H LU LU U) 9143 N# 322305/ AP Know what's below. Call before you dig A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA 1 / I ;OLID LID CAT H B RI 50 74 �� 12" CUP S IE=" 8" TEE E 50 .44 I 12" CMP N IF i 8" STEEL W i i o SSI < RIB' \ i 8" PVC N IE-41 SSI'1 RIM- RIM=508.46-�_ _ B 0+ 0.00 I 8" CONC S IF502 8" PVC N;` CAT_ SOLID - CATCH BASIN I RIM-507.y4 SOLID LID 12" CMP S 12" CMP I 12" CONC S IE=506.49 12" CMP N IE506.44 �� �� CATCH BAS RIM=507.71 - - 12" CMP SE IE-505_- �5 / sror j 12" CMP N IE-504.2 /C� CPP SE IE505.5 149 CD 223p5 � W8p,016N# i- I + s A N#6�9�AP 1E 507.14 0 , P 9 I2" CONK � IE 507.17 8" CONC W� IE507:40 0 W L wv I 11 \N I M ` R10=510.95 � / oh � � TOPW'; OF �PVC CLEANOUT 509.Pr " wv i� ST 3+00.00 N SEE 188TH ST I SE 188TH STREET _— — — I ----------- \\ ------- , ----------------- \ ----� � I � `S ULT CATCH BASIN 3 I \------�\ P WER `I I. 39 _E RIM=508.98 sss - � I I � 12" CONC S IE=506.84 LO\ I 12" CMP E IE-506.68 \\ I I I LO 1 3 4 I I L, / D \ G� DTRACT A I ; I I 1. 3 TR C 1 1 4 LOT 6 73 UI I O I I I I I I I Q IQ 15' STORM 13 -_ l i I DRAINAGE EASEMENT I I 1P TRACT C I + S c� D \------------- 777 I ®� ° I �-- ---------- -------- — \ \ --- \ -520- - _ -\ ---------------\ \ 521- \ Z ---- ----- - V �__ `� ° 714 ------- ----- �� �� ��� --522 ���� ■ \\\ \\ \I� I I I �0 A 766 ��j 7 6 9'i i i i ° 71 I I I I T4I � P NMi Ni Ni ( �InIiI I NI 70 II MII , 9015 HI5 SHLL1 (0 U 305— R T7 ON \ 1 Uti 1 04 LO LID , / I7 ------------ LOT 3 i I i L0T1 2 I i i LOT 1 i( i i z i l I I I I j I I I I I p L1J �vv LOT 4 i i I i i l l I I li vv ��� 772 Li.l I I �----------------524---, Q 771 �— N I AV `� � C14`�' i `� `� `.� �� ,,523�� vv �\ i vv1 �`� h I — I I s I I I I IRL ==mo LOT 5 5' CONC. WALK I -h���---h`\ o g�'6� DUB 1` DVf1 ��T II - V I A A I I 7 7. \ \ I I W \\ \ SS ______________ 05/27/2020 PUBLIC ROAD \ ` s s 1- Ss \ \ N# 3223p5/ AP 9114 LO1 READY FOR SUBMITTAL ENGINEERING 2 1ST REVIEW REVISIONS Surveyors & Civil Engineers 3 2ND REVIEW REVISIONS P.O. Box 412 4 3RD REVIEW REVISIONS Ravensdale, WA 98051 (206)420-7130 www.PlogEngineering.com NO. REVISION \ V I 6+ cA �— toSS o 100, --- _. MXP D5/27/20201 MXP SURVEYED: MXP MXP 11/05/2019 MXP DESIGNED: MXP MXP 04/05/2020 MXP MXP 5/27/2020 MXP DRAWN: CM CHECKED: MXP BY DATE APPR APPROVED: MXP TLo rTC F -BA= — RIM-509.67 f- 12" CUP S IE=50/. 12" CUP E IE-50_74� 12" CMP N IE- APN# 6198� p� 0045 0043 APN# 6 19,40/ GRAPHIC SCALE 10 0 10 20 40 1 INCH = 20 FEET R-406207 I �9840-004 IN COMPLIANCE WITH CITY OF RENTON STANDARDS APN# 6 DEVELOPMENT ENGINEERING e4h) Nathan Janders 06/23/2020 SCALE: VERTICAL: NAVD 1988 SEE GRAPHIC HORIZONTAL: NAD 198311991 CITY OF ONE INCH DATUM RENTON AT FULL SCALE IF NOT ONE INCH Planning/Building/Public Works Dept. SCALE ACCORDINGLY LO O N O O 0 00 J ri1 Q J H 0 CIVIL PLAN SET DATE:cn 05/27/2020 lw1� H A E V I N RIDGE SHORT PLAT PAGDBOOK: RENTON, WA DRAWING NO: LL 080-18 5;GRADING PLAN SHEET: OF: LU 7 23 2 N co O O W H H J ry 0 r U) LU 0 ry LU 00 O H LU LU W A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA ; ; � / ; ;I EX. I P BLIQ�/ GAT BA IN NEW 12"IIL(�)4503 55 4+69.33 I STAB 4/+79. 8,0. 0' 4 ��+51 0 8 LF/ 1 2� Pyc (P/U&LIC), 1 .p%CA H B N RI 506 74 8" TEE E I�=50 44 0 to + 12" ADS CULVERT IE=505.18_X CA;C_ _BASIN RIM508.4C i / 12" CMP NW IE=506.26 -� / CATCH BASIN / SOLID LID - / R1M=508.'67' to / 12" CONC S IE506.49 / 12" CMP N IE=506.44 to I + � STOP 1 � O � 300 �s�, CATCH BCD ASIN V Ln i PUBLICI MH #41, TYPE 2-48 COR S\D PLAN 01 *RIM=50$. 5 (MA CH EX.) 12"IE(W) 503.63 12" IE(S) 503.7 STORM 0 STA=4+ ITFALL \33,0.00' CATCH BASIN SOLID LID RIM=506.75 12" CMP S IE=504.04 12" CMP N IE=503.45 8" STEEL W IE-504.32 SSMH RIM=507.69 8" PVC S IE=499.31 O I o + - -PVC-E-�E=499-4�1 8" PVC N IE=499.24 SSMH #13 RIM=507.90 8" GONG S IE=502.95 0+ 0.00 8" PVC NW IE=502.67 CATCH BASIN SOLID LID CP RIM=507.94 12" CMP S IE-505.49 12" CMP N IE=505.21 ` CATCH BASIN RIM-507.71 12" CMP SE IE=505.27 12" CMP N IE=504.29 3" CPR SE IE-505.54 O 1 0 r� M 0164 N X 7IM=509.63 v + ,I - AP / 2" CONC S-1L=507.14 \ 12" CONC � IE= 07.17 A � 8" CON(S W IE=50'40 0 w / H ml CATCH BASIN �� �� `� 11 WV _ RIM-519.04 _ _ _ _ - _ _ _ - SQMIi1 sYP� 2 48 - - - - 8" CONC E IE514.65 ��-O STORM OUTFALL �� ` �� ��� `�I SSMH `� 00 UI 2" CONC W IE=516.46 I 17=5 -94 `� s�� `� R10=510.95 �� / o ��E 0 2" CONC W IE=514.48 00 12"IE(W) 5aT. Wv ` `� TOP OF �� PVC CLEANOUT 509.68 _ _ W W W (C\j=507.87 W� s� NPR`s W WV N w STA 0,+83.59 s PSP d STA 3+00.00 __ -- GRP E� HE ' - -'I INT. SEE 188TH ST TP OH 00 0 - ❑� � 1=PV�-P-UaNc 0% - / �I O SE 1 88TH STREET So r -- -- -- - - - - N89° 1 __ oo'I - - - - r ---- _ ------ ` X_x OHE OHE -�1i€- ------ -- 61E --- - ------ ------------- - - � � � `�� � �'� { it + CATCH BASIN ----------- -- �� ��� -���_, _ ` ���' °I 3� I �,� > RIM=508.98 12" CONCRETE CULVERT \� _ XXX-XX-x IE=517.01 X � _� �� `� �� 1 I 1 � �`� �� Sss, _ - '�' 12" CONC W IE=506.85 �x- -x � x-x x-X `� �1 `� 12" GONG S IE=506.84 x x \ 12" CMP E IE-506.68 GENERATOR 1 P B IC BTD1 PLAN PE 10 L --- H �✓ r A CELL TOWER 0+00.00 - GENERA ENCLOSURE x BUILDTRAr_NTLQ�URE x RIM`-�516.84 V \ j 5 2 1 I x TR C 0+5 .0 12"IE(W)-51,4.34 \ m I I I I I U 20 LF 12" PVC (PUBLIC �� 6"IE(SW)=514,44 L�fi\ 6 �0 ��ATCTT BAS I @ 1.0% s� 6"IE(SE)-514. I s s� s E > h QnIO Qn RIM-509.67 ------ _ 15' ST RM o hN---521-- 7 O 3 '°PZ�M IC SDMH #2, TYPE -48 j , T � � I I 12" CMP S IE=507.50 STAB 1 +92.90,4.65'R \ � I I � + DRAINAG� 7 753 - _ STD PLAN 201 \ �' `L � o OUTF7ALt-xx 1`� 1i `� � �1 1 � 12" CMP E IE=507.48 52 - O�46 \ EASEMENT 1 E C OSSING �04.91Ii_ � I � o� 12" CMP N IE-507.38 / RIM 5199_�Z�9 --- TRACI�„ �1�57 � (N)-507.V---I � �� i-------1---- ` �` L- PUB - A-1 +07.1 1 �= =X- �9 n '�` `� 2v 50� 01 1 +50.0 2+00.00 I - - C SDM #3 TYPE 2-48 VAULT DROP INLET --- ` o " P N 9 LF 1 PVC (Pt BL+C-1 (�1� -------\------ _5 `� `� Q i� 2��CR.14 (MA 'H2EX.) �_� 109 F 1 ��PVC PU @ �50� �� - -) - `�� �I + / VAULT ACCESS - - - - - ;�-_-_-___ ( )_ � - � - � � 12"IE W 50 .86 ----STA=r-F33 ,------521-- 1 �----- 1 5 I 12"IESW)I�5 5.8 6 L 12" PVC_�PdBL1�)-®-050% -- _ 5�2�\2 �` �� -� `�I 12" (N)=5 5.7 004 �- 5 `� ` A ` ` ` Ll �D INFILTRATION _--- LIMITED INFILTRAT LIMI €B'IfNFILTRATIO �� - _ - _ - - 511154 o , TQ OUTF LL 6 198,40 --� ------ ❑ ❑ ---�-- 1I 5h1�G ` �( TA +80.5 ,0.00' 1 - CB #7, TYPE 1� 0766 z 1 111 516. 2� i APN1i 522.07 RIM=521 .57 1 _ �A �� o CB 9� TYPE 1 �� `i 0 k o �i 6"1�(NW)=517v57 Q 1 # \ j 27 L 112"P (P�BLIC) @4.22% CB #6, TYPE 1 O �PROVIDI BOLLARDS -T� CESS ` 1 RIM=516.95 RIM=521.52`� 0 � 1 6"IE(NW)-514.95 �� o (4) E'ER DETAIL STA=1 +'�.18, 11 j \ ` 1 ' TYPE 1 W� IRD AGE I 6'JE(NE)=517.52 %5 - + o ` CB 8, T1 PE 1 z_ a STORM OU FALL �� `T RIM= 1 1 . 0 `-- - / THIS SHEET 16.01'R i # STA=1 +99.3,17.56'R ! 12" N 507.00 VAULT AC 5-/ i� PVJBLIC CBS#5, TYPE 2-48 ` RIM=519.09 �� o �Ln ST -j 4 COR STD PLAN,201 I ��N of G'IE(NE)-515.0 nl A N' N 1 6.76'L N N STORM OUTFALL 6 O S> ��0 `40LF BIO ETENTI N i LO S Q O N AF I bM=520.24 1 L( - - - I I STA=1+$ .67,17.54'R „ A T� 1 O / 8" PERF UN ERD AIN t - 1�2"IE(S)=511.93 � \ o ��a// - I 21 BOTTOM WIDTH �� ----- �L+ m `��12"IE(N)=511.83 �� 519.T1 i \ i�� . �7 �� + W „� �� C 12"IE(E)=511.�3 T 3 �� i LET 2 �1 i L�T 1 . 0 ��� 1' EP W�2.5:1 SIDEPE� 18'� F BIORETEN ION SOIL MIX v+. ` 51P.73 - W _ 12" F SAND _ s STA=1,+25.73,0.00' v c c� s > `1 1 `� AI ' 512.59 U� N Lh - , 18" E GRAVEL LOT �� i `� �� `� �� `� I V�� Q� � PLAN I�G PER LDS APE PLAN CD CHAIN LINK FENCE ° ----524--- `� i �� �� �� �� V` % N STA T BIORETEN ION N 512.25 o EL 1 1 .30. � S�9`31'15"W o � j �� �3. Z 0 o 3 �� o \ 1 I 1 1 10 g1� �� 0 20i01' �I 5' L CATCH BASIN „� 30 + `�� it N 0 Ln 5 RIM=513.26 12" CONC S IE-511.04 LO 2" GONG N IE510.1 3 ��� L� �S rn �'� _ 00 s �o Ln O Y I /� l = + m d�6108�0, LET 5-------- ---------- -- - CaN�--WALK- --------- -4 ----- PU LIC�CB #4, TYPE 1 ---- - -- - --- �-------- WtTD PLAN 200 i �s ' 5' D*v( i n / ° ' RIM=522.72 16`',' DVl'6y DUM1 12"IE(E)=518.80 ---- - I � ST =2+69.15,13.28'R R35.00' 9 12 jV 59 LF 12 PVC UBLIC . 0.50% 77 LF 12" P�/C UBLIC @ 50% - yy I 0+00.0 ` a W 0+00.00v P U B Lt�C R AD CC)\ _ _ _ _ 90 -- SS - � 1 +750.00 i A'_, 1 00.00 +5 .00 3+ 2+0 0 M GRAPHIC SCALE 10 0 10 20 40 1 INCH = 20 FEET --- �1 � 0 � sR-406208 h �� --- -- -- _----- -- �'� ` -• �X - -_- - 12IE(W)=513.43 '' `, 0 1 --- -- _ _. --'--+- ,0040 IN COMPLIANCE WITH CITY OF RENTON STANDARDS +-+- _�STA=0+66.71 PUBLIC CB#2, TYPE 2 O/S=13.28' { :� + o q 0 I 61 g8 PUBLIC CB #3, ,TYPE �OR STD PLAN 200 RIM=520.45 V P P N COR STD F01 201 y o DEVELOPMENT ENGINEERING = RIMRIM=52�'.05 12"IE(E)=513.04 m , E E =5121'.65 64 12"IE(W)=512.94 Nathan Janders 06/23/2020 11 STA=1 +45.91 13.28' R 12 IE(N)=512.54 12"IE(W)=512.64 g A STA=2+07.56,13.28'R SURFACE WATER UTILITY w sHrL�G,PLO , v jfarah 06/24/2020 Know what s below. 1 READY FOR SUBMITTAL MXP 05/27/2020 MXP SURVEYED: SCALE: CIVIL PLAN SET ' ENGINEERING VERTICAL: NAVD 8311 2 1ST REVIEW REVISIONS MXP 11/05/2019 MXP SEE GRAPHIC HORIZONTAL:NAD1983/1991 CITY O F DESIGNED: a I I before you dig. Surveyors &Civil Engineers 3 2ND REVIEW REVISIONS MXP 04/05/202 MXP MXP H A E V I N RIDGE SHORT PLAT 31 6�' P.O. Box 412 4 3RD REVIEW REVISIONS MXP 05/27/2020 MXP CM DRAWN: R E N T O N �S 10 Ravensdale, WA 98051 : DATUM R E NTO N, WA ONAL ONE INCH I (206) 420-7130 CHECKED: AT FULL SCALE www.Plo En ineerin IF NOT ONE INCH Planning/Building/Public Works Dept. DRAINAGE PLAN 05/27/2020 9 9 g'com NO. REVISION BY DATE APPR APPROVED: MSCALE XP O 0) O O d') 7- , L� Lr) O N O O 0 00 J O O O O i ti 7 f- Q J a O DATE: 05/27/2020 w lI)� a� (D FIELDBOOK: 0 PAGE: DRAWING NO: 080-18 w SHEET: OF: 23 < _ N C0 O O W H J H 0 2 U) W 0 ry W rn 0 H LU LU A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA - - - - - �L� ���� . „ ...� LOT \ i + ` I LOT 2 NI SOT 3 �, I , \ \ U� I �' -'��i� LOT ' \ \\ �`� T12i96 I< W ° ICE I °� 772 �` BOC, E 518.15 I ` ��:; �I _--a----524--- '-, 0 /FL, 4-518.03 \ i STA=0+9,4 71 512J83 ` � Q STA,1+00.71 A �� `� O/S=14.50 o o\ 7 � 9°31'15"W O/5�14.50' ���` �� BOC/FL 517 26 13.2y ` 20.\01BOCi/ IL, EL=519.0�\ STA-0+88.71 I j S A-1 + 1 6.71 i 513. 36 1 i � O S=14.5� q�K� OC FL, EL=5 T�.2 � y� NO P N SIGNS / - N ti BOC/FL, EL=522.2�v 522• 9 �� `� �� 6�3 Ln ,,520.02 I ��STA 0+72.71 522.41 '0yS=14.50' n14� 5o� � �\ 0/S= 4.50' 52228 51.31 s '�. 15.8523.11 521.97 5221 �/'0 S A�+22.71 + W 523,461 523 03 �� O/��9 4 47 14.50' e p. 5 3 o J N'0'PARKIN N i , LOT 5 523.381 p ° 5 C�(NC' WALK SSE' NOTE 1 }� s N ` BOC, EL-523.22 �� aW D i � STA-2+70.09 Lm .. 13.89 i ° ---- . ep e O/S=14.50' O a \. _ R 5.00 N ARKING SIGN ` W W W ■ 0+ 0.0 CL W � \ �� �`� �� PARKING IGIN J EL=523.00 i $��•.�� �s Is 52 13 \ � +4.93 ` _ PU L C ROAD \ � �20.11 519.21 S NOTE F o STA=2+70.51 i 52289 �� �� i _ ro ` s _ `s ` `s n +0 .00 1 +L50.001 �� 1 +00.00 �� +5 .00 ST P�-BAR TRIPIN 3+y0 �Jfl-__ 2 .00 ��� � � � � �� � 1 - P PL -- I I i'AC E ST 3� 0 ---------- ---- ---------- --_` - ----- ------- _-- - - _ gib® --- --- _ IGN -- -- - -- S 9° 1 5"VVOC3C °5 -. .-. .�, o _ _ +77.31 BOC, EL=51 6,35 . o - 2795-. -+ - - CL VPT 0/S=14.50' ' CL VPC STA=0+66.71 + Ln 0 F9 STA=2+36.31 +-+-+-+-+ HOG WIRE 14.50' STA522.33 522.52 EL=518.59 O/S=14.50' ARE GOF 0 ACCESS CENTERLINE STA- 1+05.16 BOC, EL=514.53 BOC, EL-523.62 STA-2+07.94 91 1 4 BOC/FL, EL=521 .81 BOC PT, EL=515.65 0 STA=2+70.70 VAULT ACCESS CENTERLINE 305 STA=1+89.31 STA=0+55.60 STA== -6.50' m O/S--6.50' STA=0+00.00 _ 322 O/S=14.50' O/S=14.50' 0/S=-6.50' j EL=522.36 NO PARKING SIGN NEW EA/EX EA E I-51 00 NO PARKING SIGN POST PER COR STD PLAN 129 NOTE A: POST PER COR STD PLAN 129 SEE NOTE A SEE NOTE A PROVIDE SIGN PER DETAIL R8-3. MODIFIED WITH DOUBLE ARROW AND MOUNTED TO LIGHT POLE 3,4 AND 5 PER CITY OF RENTON STD. PLAN 129 WITH BANDING COLORED THE SAME AS THE POLE AND ORIENTED 45 DEGREES TO THE DIRECTION OF TRAVEL. ACCESS ROAD PLAN (PUBLIC) Scale: 1" = 20, 20.00' VC 100.00' VC GRADE IN=-1.32% GRADE IN-6.44% GRADE OUT=6.44% GRADE OUT-1.03% PC STA 0+18.68, EL=513.80 PC STA 1 +05.1 6, EL-518.59 PT STA 0+38.68, EL=51 4.31 PT STA 2+05.16, EL=522.33 LOW POINT: 0+22.09, EL=513.78 530.00 ------------------------------- -------------------------------------�530.00 II CB 4, TYPE 1 CB 3, TYPEi 2 VAULT RIM=522.72 RIM=522.05 - -ACCESS -CENTERLINE II 12"IE(E)=5118.80 I I 12"IE(E)=512.164 STA=2+07.94 ST,A=2+69.15, 13.128'R I I 12"IE(N)=512.P4 12"IE(W)=512.64 1515.85 1 II 525.00 1 - -1- - - -1 1 -STA 2-+07.5,6, -43.2$1 � - - -1- - - - -1- - - - -1- - - -1 - - - - -CB - - - - -1 - - IM _ I - - -- -1 - - - - 525.00 II WATER- = 2 TYRE 2- IE(W)=513.43 1 112" SERVICE -- ---- RIM=520.45 TA=0+66.71, 13.28'R 1 12"IE(E)=513.04 PT -1 12"IE(W)=512.94 I EXISTING GRADE I I I I II - 1 WATER SERVICE WATER ---- STA=1 +45.91, 13.28'R FINISHED SERVICE I _ 1 I III I 520.00 520.00 II II I I ��F I I I I I --_ I I I -PC---- I WATER - 1 ----------- 1 ----------------1 - �"-- FR VC - -------------- - --------------- ------ fSER\/ICE ------ ° ------------- ------------------- - - --------------- II II © ----------- - ? I - - 1 4" DI WATERR------- ---------------- I I 1 --------- I 1 ------ ----------_ ---------------------- ------------------- -- ------ i -----I----------------I - ------- ----- ----I----------I �" SIDE SEWER I I I I I I- I I 515.00 II 6„IE=517.51 PT lip 515.00 11 1 1 1 SERVICE, TYP. -1.32% II SSMH BOSSING II STA �+-5438, ----------------RIM= -5� -------------------- ��8�-------------------- ---------------------- 2 1 LF --- 8 PVC - 4Y' DI WATER II 8"IE E 16.81 WER I R 4. I I I 510.00 II II II 6"IE(W)416.91 I I I I SERVICE�TYP-� 1 @ IMAIN I I I % I I I I I II I I I 510.00 I I II 505.00 11 --------- I----------I 111111111111 ----------I---------- I----------I ----------I---------- I----------I ----------I---------- I ----------I -- I I ------------------ ---------- SSMH I 1505.00 11 1 1 I 1 1 I 1 1 I 1 1 STA-q+20.07, 0.50 L I I II -------------------I -------------------- ----------I ------------------------------I ------------- --- - ----------I --RIM=-5T,5.8G----- E� 8"IE (N&S)=�06.66-4VuFY41---------- ----- I 11 II 1 I 1 I 1 1 I I 1 1 1 I I I 1 1 1 I I I 1 I 1 NEW I8"IE(W)=506.761 I I I I I 500.00 3+00-00 2+80.00 2+60.00 2+40.00 2+20.00 2+00.00 1+80.00 1+60.00 1+40.00 1+20.00 1+00.00 0+80.00 0+60.00 0+40.00 0+20.00 Know what's below. Call before you dig 1 ACCESS ROAD PROFILE (PUBLIC) Scale: 1"=20'H / 1"=5'V 05/27/2020 PLO1 READY FOR SUBMITTAL ENGINEERING2 1ST REVIEW REVISIONS Surveyors & Civil Engineers 3 2ND REVIEW REVISIONS P.O. Box 412 4 3RD REVIEW REVISIONS Ravensdale, WA 98051 (206) 420-7130 www.PlogEngineering.com NO. REVISION L4 -1161 1 AVE E STA 0+91 .2 19.2 'L MXP 05/27/2020 MXP SURVEYED: MXP MXP 11/05/2019 MXP DESIGNED: MXP MXP 04/05/202C MXP MXP 05/27/2020 MXP DRAWN: CM CHECKED.,.. BY DATE APPR APPROVED: MXP i-Ai�-H bAUiN RIM=513.26 12" CONIC S 12" CONIC N N o 61 ", AP PH# 6 " A SCALE: SEE GRAPHIC ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SOUTH PROPERTY LINE (EXISTING) 61' CURB - TO MATCH 'ERTY LINE 6" SIDE SEWER (TYP) 4" WATER SERVICE (TYF I I I i ADA RAMP GRADING DETAIL Scale: 1" = 5' 39' R.O.W. DEDICATION 20' NEW PAVEMENT 8' PLANTER STRIP NEW VERTICAL CURB & GUTTER PER COR 6" CURB STD PLAN 101 2.0% VERTICAL: NAVD 1988 HORIZONTAL: NAD 198311991 CITY OF DATUM RENTON Planning/Building/Public Works Dept. PROPERTY LINE (PROPOSED) 1 .5% MAX. PROPOSED GRADE 5' SIDEWALK PER COR STD PLAN 102 MAX. 4H:1 V FOR AT �LEAST 3' PAST BACK OF SIDEWALK ASPHALT PAVEMENT 4" (MIN) HMA OVER 6" (MIN) CRUSHED ROCK 5.50 B ACCESS ROAD (PUBLIC R-406209 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING rims Nathan Janders 06/23/2020 CIVIL PLAN SET HAEVIN RIDGE SHORT PLAT RENTON, WA ACCESS ROAD PLAN & PROFILE O rn Nt 0 O 6) LI O 0 O O ti H Q J d OT 1 DATE: U) 05/27/2020 FIELDBOOK: �ui r1 0 PAGE: DRAWING NO: 080-18 > LU SHEET: OF: 9 23 N O O It O LU H H J ry H 0 2 U) LU 0 0 ry LU _O H LU LU 0 d 7-1/2" X 7_1 /2" PRESSURE TREATED CEDAR POST 1 /2" O 45' CHAMFER ALL EDGES (2)#4 HORiZ. TOP do BOTTOM & (2)#4 VERTICAL (PER SIDE) II II 1/4" CHAFFER CRUSHED SURFACING 8-1/4" A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA 1" • 45' cHAJu1FER ALL AROUND TOP PAINT TOP 5" WHITE ALL AROUND REFLECTIVE MARKER (TYPICAL BOTH SIDES) 1" DEEP NOTOH ALL AROUND GALVAMZED STEEL HASP FOR LOGk 2-4" STEEL HINGE VIEILDEO TO 9-1/4"x9-1/4" STEEL DOR WTH 3/4" RADIUS ON 2 OPEN CORNERS 0" ItAND PLATE SPACER. 1/4" GALVANIZED STEEL PLATE SPACER 1 /2" DIA. x 2" ANCHOR BOLT, WELDED TO SPACER 2"x3/8" ,JOINT MATERIAL e s -?. C OIIRETE SI Al K 11 ? 12" NOTE. 2" MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. Know what's below. Call before you dig REMOVAHI.F WOODEN BOLLARD ADOPTED Crrf Or itcNIrPN STANDARD !'I.AP15 LST DATE; Od/04 DWG. NAME: H021 SP PAG€: H021 05/27/2020 HI. I. GJJ O(. V I ILI I I LHJLIVIE_IV Ii�..ivv.cv v.� cc.vv •�v REC. NO.20090218000732 -S L #1, sYP�,2-48 - -v - - -- - - - - C __0 STORM OUTFALL `\ EA, EL=520 00 ` O R-iM=519.9 I o 12"IE(W)-50/ STAV_V1+60.08, \ \ W W W N =507.87W\S- h STA- 83.59 0/ 3 L� 1 Pv -P-IJa u c 0% - N 8 9° 1 1 --- _ - - - --- _ XX XX XX XX�-$ _ SHE oHE - _ --- X VAULT ACCESS VAULT ACCESS \ \ STA=1 +59.96 STA=1 +59.99 I4 + _ x EASEMENT -EA P E = 20.00 REC.NO.9902109005 ` SS P BLIC CB �1C R 0+00.00 S A-1+ 4. - GENERATOR/ X COR STD + 9SURE� - BUILDTrRACNTLC�URE RIM EA/PT, EL=520.18 0+5 .0 12"IE(W (VAULT ACCESS 20 LF 12" PVC (PUBLIC �Il 6"IE(SW' -- SSA=1--L44_01, 1 @ 1.0% S�� 6„IE(SE �� 18.02 21-- - - - Ln 0 PUBLIC SDMH #21 TYPE -48 iSTA\�1+92.' E =9M.45 - - + C,OR STD PLAN 201 I �. �/, o _ STflRM OIrTF�3�-`-X74 RACT C S =1 +4CESS / ✓ o 6 RIM-51 9.98 7a9 -- 3.96, I EA C, E 5 0. 0 0 "IE 50 I 45.02'L +ACCE S + ) ==507A �� N. s �� x o 751 i + 1 A-1 +07.1 1 �9 ° 7i650.0 7- ' 773 STA=1+35.73, 8. VAULT DROP INLET -15,9 LF 1 ' \ PbC (PURL " 12"IE(S)=511.80 VAULT ACCESS r EA PC �2T?.CM520- � y 109 �F 12'`�PVC (PURi� _0 --- VAULT ACGPSS---521 ` � ��A=r�3-3:2�-�� `----------- 6 LF 12" PVC �PUBLtC-)-@-0 50% STA � �5.73__8.15422Rq� 5� 2 22 --- - LIMITED INFILTRATI LIMI ED INFILTRATION - `` \ A - � v � - - - CB #7, TYPE 1� v � ��766 522.07 CB #6, TYPE 1 RIM=521.52`, v 6aE(NE)-517.52 � VST LT ACC�\ \� - APN 16.761 -_ NO PARKING SIGNS EA EL=522.87 ' ,i------------ VAULT ACCESS ' `\ STA=0+48.29 r s 8.00'-L' \ L0EA, 4C-522.91 ` VAULT ACCESS ` STA-0+48.23 10.001 ` NO PARKING SIGNS L EA/BCW, EL= 522.52 VAULT ACCESS \ STA=O+\27.1 5 v 1 2`48' L J 5 -- --- --- ----- l- � N PARKING SIGN v I I \ I \ I I I \ I I I 3 � 2 00 ------------------ --- ____ _- ------ - -+-++HOG WIRE FENCE NO PARKING SIGN POST PER COR STD PLAN 129 SEE NOTE A LOG O O O O RtV- 521.57 \ i 6"IE(NW)=517\\57\ \ ? o j PROVIDE BOLLRDS - fLT�ACCES5\ O + (4) PER DETAIL STA=1 + 1��.18, vL \\ CB#8, T1PE o `�? i� THIS SHEET 16.01'R i I ` RIM=519�C o i PUBLIC CB #5, TYPE 2-48 5 \N i t �C2"IE(NE)=515.0 @- _ COR STD PLAN 201 R�M=520.24 I N I STORM OUTFAL STA=1 + 67,1 7.54' v 1� IE(S)=51 1.93 T 12"IE(N)=511.83 a 12"IE(E)=511.93 3 i I \\ LOT 2 A STA=1 +25.73,0.00' v \ j EA, . EL=522.87� i VAULT_QCCESS N STA=0+4� 75 i vv I \ 077 8.00'R \ I \ J EA, EL=522.91`\ \ \ VAULT ACCESS +,,V.81 "`� \ 0 2 0 \01 \ 770 -522.20 ' �S2 VAULT ACC SS �ti� 0� STA=0+27. 6�h 1\ 13.17'R 'I \ ,:� - a ../.;. -- J .. •.r i'NQ'PARKIN . � N '- 3 DWG( 0+00.00` P U 5 L`I,C ROAD �� It 2+00.00 1 +50.001 \ PUBLIC CB #3, TYPE 2 COR STD PLAN 201 RIM=522.05 12"IE(E)=512.64 12"IE(N)=512.54 NO PARKING SIGN 12"IE(W)=512.64 POST PER COR STD PLAN 129 STA=2+07.56,13.28'R SEE NOTE A PUBLIC VAULT ACCESS PLAN Scale: 1" = 20' FLOWLINE STA=O+ 10.00 EL=522.16' GRADE OUT=0.00% GRADE IN=0.00% 530.00 BACK OF CURB PC STA 1 �+15.73, EL=52q.59 -GRADE OUT =1 �5% � 530.00 STA=O+ 10.50 PT STA 1 +35.73, EL=520.00 PC STA 1 +59.99, EL=520.00 EL=522.16' LOW POINT: 11 +35.73, EL=5$0.00 PT STA 1 +81.57, EL�518.52 I I I I I I II SIDEWALK STA=O+ 18.50 --------------- ---- EL=522.132' 525.00 ---- - - - - --------- - - - - -- - 525.00 -2.00%------- ---- -I --- __I 0. o--1.50%----- i 2.OP%949; FINISHED GRADE 1 '0:00%_ 520.00 - - - - - EXISTING GRADE I 13.75% 520.00 END OF HAMMERHEAD STA=0+44.50 WETVAULT _ I 4"I DI (WATER LINE( EL=622.71' I I I I I I I II PROPER LINE Iw I< I STA=1 +8 .14 �L�W' 6 LF 12" CPE @ 0.50% 1 515.00----�--------- - I EL=518.4114'515.00 Z Z_ _ _ _ _ _ _ _ _ _ _ _ _ _ •J I� Uj 122 LF 12" CPE @ 0.50% I� .cn w ILd I--1--------1---- Io of 510.00 a 1 1 - - - - - - - - - - 1 -- -- - 510.00 CB $ TYPE 2 C8 5 TYPE 2-418 RIM=522.13 RIM=520.24 12"IE(E)=512.64 12"IE(S)=51 1.93 - - - - - - - - - - - - - - I 12" IE(IN)=512.54 I 112"IE(N)=51 1 A3 I 12" IE(W)=512.64 I I 8"IE(E)=51 1.93 STA= +09.28 STA=1 +25.73 I � I I I I I I I I II 505.00 - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - ------------ 505.00 DROP INLET ------- ------ I I I I I I IE=51 1.i30 I II I I I I I I I I I I II I I I I I I I I I I II 55 0+20.00 0+40.00 0+60.00 0+80.00 1+00.00 1+20.00 1+40.00 1+60.00 1+ 0.00 2+ O.ldS0.00 50.00' VC GRADE IN=1.50% GRADE OUT=-5.94% PC STA 0+47.95, EL=522.76 PT STA 0+97.95, EL=521.65 PUBLIC VAULT ACCESS PROFILE Scale. 0 / 5 LOT LINE (LOT 4) 20' WIDE TRACT 12' PAVED ACCESS FOR WET VAULT AND SHARED DRIVEWAY 1 L J I VI\IVI L/I\/-AIIV ` I I F LOT LINE (LOT 3) A VAULT ACCESS (PUBLIC) PROPOSED GRADE ALT PAVEMENT IN) HMA OVER IN) CRUSHED ROCK R-40621 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 ENGINEERING & Civil Engineers Box 412 Ravensdale, WA 98051 (206) 420-7130 www.PlogEngineering.com READY FOR SUBMITTAL MXP 05/27/20201 MXP SURVEYED: MXP SCALE SEE GRAPHIC VERTICAL: AD 1 8 1 HORIZONTAL:NAD1983/1991 DATUM CITY OF • E N T O N Planning/Building/Public Works Dept. CIVIL PLAN SET HAEVIN RIDGE SHORT PLAT R E N TO N WA VAULT ACCESS PLAN &PROFILE `�"' 1: 05/27/2020 2 1ST REVIEW REVISIONS MXP 11/05/2019 MXP DESIGNED: 3 2ND REVIEW REVISIONS MXP 04/05/2020 MXP FIELDBOOK:MXPSurveyors PAGE:P.O. 4 3RD REVIEW REVISIONS MXP 05/27/2020 MXPDRAWN:VIDR cM ONE INCH DRAWING NO: 4_ 44 0 U O � !l V CHECKED: MXP AT FULL SCALE IF NOT ONE SCALE ACCORDINGLY ORDING NO. REVISION BY DATE APPR APPROVED: MxP SHEET: OF: 10 23 LID O N O O O 00 J d) 0 O O r` ri1 H Q J H 0 2 Cn LU 0 Of W 2 A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA H J H ry 0 2 U) LU 0 ry W W W 2 U) MATCH LINE -%� - - - - - - - - - - 7 - - - - - 11 I Elm i- - - - - - - - - - - - - - - - - s>> CATCH BASIN �� 0 \\ RIM=509.63 \� v + U��o2" CONC S-JE=507.14 �* N� / 12" CON�C IE=-,07.17 A� �� `S 8" CONS WI IE=50T40 o W H ml �v CATCH BASI`- --- -� - v v WV d RIM-519.04 _ _ _ _ _ - _----- _ _ - SDMIi1 sYP� 2 48 - - - -- 8" CONC E IE 514.65 - - -o STORM OUT �� �� ��� ��I SSMH �� oo �I 12" CONC W IE=516.46 o �-SNzJ.9 `� �s� �� RIO-510.95 a � � E 0 12"IE(W)=507.� WV ` TOP OF 6� PVC CLEANOUT 509.68 _ - 1 12" CONC W IE-514.48 W� v� W Vy - + N W W W - W W N -507 7 o S �P �S W STA= +83.59 s s PSP 'x� / `v �I ST 3+00.00 C GRPN�V ' HE - IN SEE 188THI ST ---------- TP OH ❑0 SE 188TH STREET 3-CF 1�"-PVPk ENO 9_ 1 0% / ! j x xx xx�z-x > ----- - - -_ ----- - �w _� FBI <� ----- --- -- 1 OHE oHE - ��E ----1 --- g I- W)ERS , --X - �12" CONCRETE CULVERT \� I � ° IE=517.01 - �x-x-x-x x 4 _x-x-X; x-xx-x \ Jv + x \\y ° _ __ -�P0, TYPE 1 CELTOWER 0+00.00 - GENERATOR/ PLAN 200BUILDIN� ENCLOSURE BUILDTI/�NLCJURE M-51 6.84 \ 512 3.'. � x TQ n 0+5 .0 v 2"IE(W)=5'1�4.34 m ° '73 U � �o 20 LF 12" PVC PUBLIC L ` 6 /l to ( � I � 6„IE(SW)=51 �.�44 I � W � � I I . P •, .. � �o � @ 1 .0% s� 6"IE(SE) 51 4. s� s�IQ U I � ----- N x N-----521-- o - s ---- _ - 0 3.�UBLIC SDMH #2, TYPE -48i STA1+92.90,4.65'R \ 15' ST RM 753 _ + GOR STD PLAN 201 ` �g V DRAINAG� J L� M-OUTFALT-x x EASEMENT ° IE s 746 � - � 52 I �' � _ � , � � I 742 � .57 TRACx i a - I C + , o 7,- ��, 1_ - ��� - 0 4 �� - - - �29 x I + (N)-507 -- s 5 Q------�---- v "LT CATCH BASIN RIM-508.98 12" CONC W IE506.85 12" CONC S IE=506.84 I 12" CMP E IE-506.68 C1HBASTIQ- RIM=509.67 12" CMP S IE-507.50 SSING 04.9112" CMP E IE=507.48 o \ � 12" CMP N IE=507.38 F7 � - x=/ 773 ° 751 I 1 Al 1 +07.1 1 �9 ° 71650.00� 777 ° LF 1 PVC (Pv1 2+00.00 ---- _ _ \ \ \ 2\ 50. V ---� © , i i cV UBOC �S SDM #3 TYPE 2-48 P N N 55 j - -\ 720- �� �511v12 m o / + / 2�.�C4 .112 �MA H EX.) _ - - -5 0- _ 09 F 1 PVC PU L - - - - - - C���5 - - - - - - - - - - - ---- -' -- - - - - - ° \ 714 ( \\ / k 2"I� _ SW 5 5 8 - ---�- _- ---- -- `� /' ;�-----52� aka 2 `� �� °� ° A �I 71 L NFILTRATION 1 1 \ 1 0 1 2" 5 (N)=5 5.7 Q5� I ---- - - - --'- LIMITED INFILTRAT LIMI -E6 If�FILTRATI0IV `� - - - ' B 7 TYP 1 \\ 766 I � I 51`115 516.2 j 5h 1. ��� , �, 0 1 / T� TA OUTF LL (g8� +80.5 ,0.00' N 6 I / k' / /I 'Cho I O -- / Ln -' 522.07 - �RJM-521.57 v ` z l vI 71 A o -'�i 6"IEW-517v\57v� o I k i 9 TYPE 1 �v 2 L v 12"P o P BLIC @4.22% CB 6, TYP'E 1 (D - b� 7691 R °= 714 95 \ t ( ) # PROVIDE BOLLAIRDS - fLT CESS RIM=521.52`�' 64�D"IE(NW)�514.95 I j iiI, ° �0c�' TYPE 1 W� IRD AGE / \ (4) E'ER DETAIL STA-1+1).18, \ � � l I � I5112.W � ° � RIM= 11. 0 `-- --- // 6�1E(NE)-517.52 75 + i THIS SHEET 16.01'R k CB#8, TYPE 1 z u STORM OU�FALL ��� ' ` TF -1 +99.33,1 7.56'R ; ' 12" N 507.00 VAULT AC i i RIM 519.09 0 m 00 L Ln Lh5fi1'?9 ( ) 4 `L - 1 `� o C2"IE(NE)-515.0 09 L �1 / 40LF 10 ETENTI N 16.761 N STORM OUTFACE 710 ma's -i ' = /o AP N �'s2 708 / NO PARKING SIGNS 2 I T I STA 1+8� .67,17.54'R \ 7. 1 / 0 1 �, i v ° � I � d �� 1� � 8' P F UN ERD AIN i L _ o // + 2 v B TO WIDTH /-------- ti v LET 2 519.11 ��T ) �� z , v P �2.5.1 SID PEA <'. / o + 8'�� B RETEN ION SOIL MIX LOT 3 ��� I \ �v ' H I I 51 73 ' W_ 12 F S ND 1. 512. 9 (� 8„ AVEL LOT 4 i \\ \• I \, $12.',9.0\ I� PLAN I�G PER 4NDSJAPE PLAN STORM OUTFALL PLAN Scale: 1" = 20' I I I I I \\ I I I 11 \ h II II \ I I I \ � WM � LX.IP �BLI�/ GAT BA IN PUBLICI COR SfD MH #4, TYPE PLAN 01 2-48 N W 12"IT(�4503 55 �` 4+69.3 RIM=50$. 5 (MACH EX.) STNL4a+79. 8,0.00' 12"IE(W) 503.63 2" IE(S) 503.7 TORM 0 TFALL TA-4+ v33,0. 0' CATCH BASIN 8 LF// 12� PyC (P`U5LICC� rN vv SOLID LID RIM506.75 / / CA H B RI 50 74 12" CMP S IE=50 8" TEL E I =50 44 o ln + A A� CC1dI ULVERT �I =505.18 - oo - o / CATCN_BASIN so i -��- 1 i o I+ '- - � ��iLIN {{ i 5 RIM=507 RIM-50846- NW IE=506.26 CATCH BASIN 0 SOLID LID - \ a � RtM-508.�7' s1 �v 7i 12" CONC S IE-506.49 op 12" CMP N IE=506.44 CD I# - I F] -575 / STOP I 4 -- -- ------1- 1-- - L �� - L J1 IIII-/- J 1 ------- -- MATCH LINE 530.00 530.00 I I I I SDMH #1, TYPE 2-481 I I 1 SDMH 12, TYPE 2-48 I I I I I I I I I I I I I I I I I I II ----- - --STORM OUTFALL UTFALr -------------------- I---- RIM=519.94 RIM=51 .98 II 112"IE(W)=507.971 I 12"IE(E)I=507.57 I I I I I I I I II 525.001 -12'tE(S}-507�7 12"IE(N)�07 67 - 525.00 I I STA=0+83.591 I I I I I STA=147.1 1 I I I -- ------I----------I----------I----------I----------I I I I I I I I --------I----------I I I I I -----I----------I----------I----------I----------I----------I----------I----------I----------I--------I I I I I I I I I II II I----- I I I I I - - �- - I I I I I I I I� _ I I I I I I ------------ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II II II 520.00 - - �1 _ - 520.00 - - I EXISTINb GRADE II -i II --- 0000 0000 Od00 0000 0000 0000 0000 Od00 0000 0000 0000 0000 Od00 0000 0000 00 0 000 I ---- - - - - - - ---- - - - - - - I I ----------- - I FI N I S H EDI GRADE I I I I I I I I I I I I 1 II -------------- ---- - ----- �--------------------- --------------------- SDMH 3 TYbE 2-48 -- - --I----------I----------I----------I----------I----------I----------I----------I----------I----------I-- II � I I I I {�- RIM=5L0.84 MATCH EX I�---�-- 2'lE(W)=505.85 II 515.00 � - 515.00 .. 1 12" IE(N)=5015.76 II - --- -- ------------------------- -------- - STORM ----------------- DRAIN --- STUB � -- CURB NORM- STA=2+8OU0.50'TELL SDMH 4 TYPE 2-48 EX. CATCH BASIN 1 ----- - I T&-OT--6--------- I 1 1 1 1 1 1 �IM=506.95 MATCf�i EX. 1 NEW 12 IE E03.55 11 -- ------ - ----------------------- - -- ------------- - - - - ------------------- ----------------------------- --- ---- ------�"-fW)=50-3 3- - - - - - -ST&=-4+J9-3a=l i1 12" IE s-J03.73 II • � WE(fVAULT I I - - �----------I---------- � - -- I -- I ------- � --- - -I - - _--1---------- �----------� ----------1---------- �----------�----------1----- ST6fE -----I ----------I-- II -ID STAM-0+�A33 510.00 -------------- ----- ---------------------------- swALK 1 ----------- EX. 12" STORM - ---------------------------------------------- --- --IE=50---8.17 - I- - -�I _------------------------------------------ ------------ II T I I I I I I I I I I 1691 LFI 12 C_PE_@_-1.b_�%____________________ - ---------------------------------- ------ - - --------------------- ---------- CONTROL STRUCTURE/4 ------- ---- II • � OUTFALt,-EL=508.00- --------�---------------------------------- --- - - - - - - - - - - - - --- - - - - - - - - - - - -- - - - - ----------------------------------------------- ---- - ------------ 1 1 1 1 1 1 1 1 1 1 1 185 1 1 1� 1 11 505.001 - - 1 -- - - -- - - -- 20 LF 12" CPE @ 1 0% -------- ---- '-° - ---- ----------- ---- ----------- --- Iw --- ----!ter----- I I ---- ---- -- --A1tEr'R --- ----- -RtF-Y tFI r E @ 1.1 % --- --- ------------ ---- ------- --- I' --Li -- ------ 505.00 II J _.. -- 3-LF 12;' CPE @ 1_0�---------. r l - k(3CATION OVt Df --VERTLCALADJUSTMENIT AS HO'D--------- - EX. 12"WATER-------- II m Q PER SODS CREEK sTAN@ARDS VERIF LOCATION AN PROVIDE I q I I I II �r - 1� -1------- ��---------- ----------1---------- --------------------------------------------------- Or= EX_ 8" SEWER ------ VERfiY At-AtYJt1SfiMEidfiI� A�-REB------------------------- P)=R 9S_CR)=E)S_STI�NDARDS-----� ---------- II 1 1 1 -------- 1 1 ------------------------------------ -----�-(D------------- or IE=504.91 ----------- ---------- EX. 1�" WATER B tF-�2=- 1.fl% �- -- -- -- 500.00L I - 500.00 I I VERIF LOCATION AND PROVIDE I I I I I I II ------------- - ---- --------- - - - - -- - - - - - - - - - - - - - -- - -- - - - - - - - - - ----- - -- VERT At-Af1JUSTMEttiItAS-RE02D---------------- ------------- ----- --- I I I I I I I I I I I I I I I I I I PER 900S CREEK STANDARDS I I I I I I I I II II I I I I I I I I I I I I I I I I I I I I I I I I I I II 0+20.00 0+40.00 0+60.00 0+80.00 1+00.00 1+20.00 1+40.00 1+60.00 1+80.00 2+00.00 2+20.00 2+40.00 2+60.00 2+80.00 3+00.00 3+20.00 3+40.00 3+60.00 3+80.00 4+00.00 4+20.00 4+40.00 4+60.00 4+80.00 5+00.00 5+ O.Q05.00 Know what's below. Call before you dig 05/27/2020 PLO ENGINEERING Surveyors & Civil Engineers P.O. Box 412 Ravensdale, WA 98051 (206) 420-7130 www.PlogEngineering.com 1 READY FOR SUBMITTAL 2 1ST REVIEW REVISIONS 3 2ND REVIEW REVISIONS 4 3RD REVIEW REVISIONS NO. STORM OUTFALL PROFILE REVISION Scale: 1"=20'H / 1"=5'V MXP 05/27/2020 MXP SURVEYED: MXP MXP 11/05/2019 MXP DESIGNED: MXP MXP 04/05/2020 MXP MXP 05/27/2020 MXP DRAWN: CM CHECKED: MXP BY DATE APPR APPROVED: MXP R-40621 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 SURFACE WATER UTILITY jfarah 06/24/2020 SCALE: HORIZONTAL: NADD198311991 1988 • CIVIL PLAN SET 05/27/2020 SEE GRAPHICCITY OF H A E V I N RIDGE SHORT PLAT PAGE: ONE INCH DATUM R E N T O N R E N TO N! WA DRAWING NO: 1 4 AT FULL SCALE H 0 V 0 I V IF NOT ONE Planning/Building/Public Works Dept. SCALE ACCORDINGLY VAULT OUTFALL PLAN & PROFILE SHEET: 11 OF: 23 0 rn Nt 0 0 d� LI 0 N 0 0 O 00 J 0 0 0 ti Q J d 0 U) W 0 N0 L.L Z LLI N CO O i O W H J ry 2 U) LU 0 ry W _ N H W LU /r U) 4-F - - 1 0 CATCH BASIN SOLID LID CA H J 1 RIM=506.75 RI 50"1 12" CMP S IE-504.04 8" TEE E 1 =50 .44 D 12" CMP N IE-503.45 10 I w 8" STEEL W IE-504.32 + 1SSMH � � �© vv � R M 507.69 LVERT� 8" PVC S IE=499.31 L05.1 8 �� I o R„ P�S E -� 3 I I c30 8" PVC N IE=499.24 i o + SSMH #13 CAT_CiE BAS p o RIM-507.90 RIM508 c- 0 0� 000 8" CONC S IE=502.95 W IE-506.26 . + 8" PVC NW IE-502.67 ------ / �i o r _ --- u►I I I ED HAT H PA TE - k INDICApT�/EFSRH LF STRE By4S I + CATCH BASIN CATCH L REQUIRE �\ SOLID LID 94 SOLID LID-7 12" CMP S IE=505.49 RiM=508.'67 12" CMP N IE-505.21 2" CONC S IE=50C.49 o v 12" CMP N IE-506.44 to �v CATCH BASIN 1+ vv �i RIM=507.71 - - v 12 CMP SE IE-505.27 sror ,5�o 12" CMP N IE-504.29 i � I I o 3" CPP SE IE-505.54 O II Ln '/ J o vv CATCH BASIN I:M ��16 Ln 0 \\ RIM=509.63 \ + II I \ 61918 2" CONC S-�E-507.14 .' f o9� PN BIE610 12" CONC � IE=S077.17 �� cT4AVE 8" CONC E w / H \ \ STA=�\+9 2 CW END, EL=51v0.26 2�. 01 I M 116TH A\\ S v STA=2 00.95 OF PVC CLEA 9.68 _ Lo w w BCWvSEND, EL- STA 3+00.00 @ HE , 6TH / SF INT. SEE 188TH' ST STA=2+ 8.76 g SE 1 88TH STREET - - - CD - ___ -1 BOC, EL-510.38�7y `� �� p p�� CATCH BASIN 116TH KIVE, SE yi -� �, Qb RIM=508.98 STA-2i+761.74 S _ + V m 12" CONC W IE 506.85 P2.50'L ; 1 V 12" CONC S IE=506.84 BOC/FL, 3 �O9, 94 �� L A 12" CMP E IE=506.68 116TH I4,VE-S E L 10 STA=2+374 T --- �� 22.5I10 t 6 BOVFL, EL=5"110.24 /I - to s `, 1 6TH AVE SE �I Q Qo IQ �7ATCTT-BA= - -2+4.74 h �Io U RIM=509.67 15' SNA \ 23.501 i + DRAINACE 12" CMP S IE=507.50 \ vv EAD NTC- 10.88 -•' (D JI IE C 1 OSSING k4.91 12" CMP E IE 507.48 \\116TH d ° ° 1 0 \ 12" CMP N IE=507.38 STA=2 2 50,L ' 2\ 5. 0 • \ - - - - - -- oI OS 51SING=50 .12 �1v12 � � \ - \ \ L� 25 \ + 0045 --- l a \0il V �i PROTECT E ISTING 6198g0 FUTILITIES INS PLACE A .\\ DURING CO I TRUC ON \ 0 71� m 77) CD v --5- 1.'� 9 �09 1 - 1 0. \ U 708 �. 7 CD LOT 1 \ vv I n i� 2' ON RETE GUTTE vv i �12�90 I� TO R T CUFY3 FL W \ \ \ Q TH UG BIORTTENTION v I512!83C \ I11 vv \ i I k BOC PT,=513.13 vv TTED WATCH P 1T N I� 116 A E SE DO D)C�TE� HALF TIR' ET. \ STA- 1+ .39 CATCH BASIN RIM=513.26 v -22.512" CONC S IE=511.04 vv I' 12" CONC N IE=510.13 vo 0 m lip 004 w ra N 61 g"0 n c9 a �r \ \ L R 5.00' _ -� W - "W 0+ 0.0 PARKING SIGN J SV\NOTE A L +5 .00 q I STOP BAR TRIPINQ PER CC) S D PLANT 1 --_ --- --__ - ACCESSST 34+0 - ` - ---- --- STO SIGN y PER R1 1 00� � + �q4 v A AREA OF.0 \ 116TH AVE SE PLAN Scale: 1" = 20' Know what's below. Call before you dig L 05/27/2020 A PORTION OF SE 1 /4, SE 1 /4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA PROPERTY LINE (PROPOSED) PROPERTY LINE (EXISTING) 5.5' DEDICATION 5' SIDEWALK PER COR STD PLAN 102 8' PLANTER STRIP 4H:1V FOR AT 3' PAST BACK OF SIDEWALK 1 .5% MAX. M : w: PROPOSED GRADE REMOVE 2' (MIN.) EXISTING w PAVEMENT AND REPLACE WITH 7" OF HMA OVER 6" OE CRUSHED ROCK PER COR STD PLAN 103 LO ENGINEERING Surveyors & Civil Engineers P.O. Box 412 Ravensdale, WA 98051 (206) 420-7130 www.PlogEngineering.com 30' EXISTING HALF R.O.W. 6" CURB ROW (116TH AVE SE) & CENTERLINE OF EX. PAVEMENT 22' - NEW VERTICAL_ CURB & GUTTER PER COR STD PLAN 101 SAWCUT EXISTING PAVEMENT EXISTING PAVEMENT 3.5' 1 1 ' XISTING 12" STORM (TYP) NEW 12" STORM (TYP) 116TH AVE SE (MINOR ARTERIAL - PUBLIC; STA 1 +51.16 TO STA 2+99.21 Scale: 1" = 5' 509.91 a509.c 509.97 ROTATE MANHOLE CONE SO LID IS OUTI OF SIDEWALK OR PROVIDE A INON-SKID LID 311 �7 I -X. SI EWALK RB EL VAT ON I CD + I ADA RAMP GRADING DETAIL Scale: 1" = 5' 525.00� - T T T--- GRA1°IN--1__04% T T T T T T T T T T T- 525.00 GRAD� OUT=-2.71 % -PC-STA 1 +00.61-,- EL=514.05 I PT STA 1 -IF50.61, EL=513104 I I I I I I I I I I I 1 20.00'' I�� I I I I I GRADE IN= �.7-1-7. 50-00'-VC I I I GRADE OUTA-1.08% I GRADE IIN=-1.08% I 520.00II - _ 520.00 P� STA 2+4682T EE=5-103 GRADE UT=-2.00% - �-STAr2+66.82,'-� -5J0.D5-- - --K -ST/k 23M 44,- EL 50�- -----I I L0�}d POINT: 2+66.82, EL=510.05 PT STA 3+2� .44, EL=509.1 I I I 515.00 I- _ _ _ _ _- _ NIERllNE_ Gg,4DE 515.00 ------- I - - - 1 1 1 ---- ---------------%---------_---------------------------------------- ----- ---- ------------------ -- - I I I I I I ---- -------------------------- _- I I I I I I --- -- - I I I I I I I I 510.001 EXISTING ASPH,+LT @ 18.51 (DIASHED LINES) r - - - _ 1 510.00 ----------------------------- DESIGN DE -C&-1-85'L (S-OLtD---LINESr --- -- ---- -- ----CURB-GRADES-AU-BASED-01\1 TN1S-P_ROF1LE--------- ---------------- ------- -------I -------I-------------------I----------I 0+ 0.00 0+ 0.00 1 + 0.00 1 + 0.00 1 + 0.00 1 + 0.00 1 + 0.00 2+ 0.00 2+ 0.00 2+ 0.00 2+ 0.00 2+ 0.00 3+ 0.00 3+ 0.00 3+ 0.003+50.885.00 1 READY FOR SUBMITTAL MXP 05/27/2020 MXP SURVEYED: MXP 2 1ST REVIEW REVISIONS MXP 1/05/2019 MXP DESIGNED: MXP 3 2ND REVIEW REVISIONS MXP 04/05/202 MXP 4 3RD REVIEW REVISIONS MXP 05/27/2020 MXP DRAWN: CM CHECKED: MXP NO. REVISION BY DATE APPR APPROVED: MXP 116TH AVE SE PROFILE Scale: 1"=20'H / 1"=5'V SCALE: SEE GRAPHIC ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 198311991 DATUM - 30.00' R-406212 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 SURFACE WATER UTILITY jfarah 06/24/2020 qA CIVIL PLAN SET DATE: • 05/27/2020 CITY OF HAEVI N RIDGE SHORT PLAT PAGE, R E N T O N R E N TO N, WA DRAWING NO: Planning/Building/Public Works Dept. ROAD, 12 GRADING & DRAINAGE PLAN SHEET: 12 F: 23 O rn O O d-) WE LO O N O O O co J O O O O ti 7 Q J d O _ U) LU (D 0 Z LU O rn O O rn WE O N O O O Cb J O O O O i ti 7 Q J d ry 0 U) W CD 0 ry Z W Q N CO O O W H H J ry O U) LU 0 it Z_ W Q _ I- W W 2 U) A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA 60.00' 5' x 10' ACCESS GRATE FINISHED GRADE, EL=520.0 FINISHED GRADE, EL=520.0 PT CONCRETE PANELS. TYP _ _ _ � 100-YEAR---MAX ATER SURFACE EL=515.51, FLOW=0.10 CFS _ _ _ _ _ DROP RIM=513 80 _______________________� 10 YEAR WA E SURFACE EL_514.20,_FLOW=0.059 CFS ___ INLET IE=511.80 2 YEAR WA E SURFACE _EL- 512.27 FLOW- 0.034 CFS 7.51' LIVE STORAGE DROP OUTLET EL=507.00 _S_Z_ BOTTOM OF LIVE STORAGE ELEV.: 508.00 TOP OF DEAD STORAGE 4' DEAD STORAGE BOTTOM OF DEAD STORAGE ELEV.: 504.00 502.56 503.00 503.00 503.00 503.00 502.56 SECTION 3 Scale: 1" = 5' 41 RISER OVERFLOW EL=514.65 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 a 4" ELBOW ORIFICEO=1.50" EL=513,50 L � - � 12"0 CMP RISER SHEAR GATE WITH CONTROL ROD FOR CLEANOUT/DRAIN (ROD BENT AS REQUIRED---- FOR VERTICAL_ ALIGNMENT WITH COVER) PIPE SUPPORTS (2 MIN): 3" X .09" AL_UMINUM W/ 5/8" STAINLESS BOLTS SHEAR GATE RESTRICTOR PLATE W/ 0.50"0 ORIFICE SMOOTH EDGE ELEV. 506.00' Know what's below. Call before you dig 1 12"0 OUTLET PIPE I.E. 508.00 1' SECTION OF PIPE ATTACHED BY GASKETED BAND TO ALLOW REMOVAL RISER DETAIL Scale: 1" = 2' 05/27/2020 1.00' 1.00' 37.49' 0.83' PLO ENGINEERING Surveyors & Civil Engineers P.O. Box 412 Ravensdale, WA 98051 (206) 420-7130 www.PlogEngineering.com 0.83' PT CONCRETE PANELS, TYP 0000 0000 0000 0000 0000 0 0 0 of 0000 0000 0000 0000 0000 0000 100 YEAR - MAX. WATER SURFACE EL=515.51, FLOW=0.10 CFS 2.7'--------------------------------------------------------------------------------------------------- ------------------- X ___________________________________________ �10 YEAR WATER_SURFACE EL=514.20 _FLOW_0.059_CFS___ 2 YEAR WATER SURFACE EL=512.27 FLOW=0.034 CFS 6.74' 7.51' LIVE STORAGE BO_T_T_OM_ _OF LIVE STORAGE ELEV.: 508.00 .00' AT EDGE TO TOP OF DEAD STORAGE R OF CHAMBER VARIES FROM 1.00' AT EDGE TO 4.00' 1.44' AT CENTER OF CHAMBER 4' DEAD STORAGE ___EZ_BOTTOM OF -DEAD STORAGE_ELEV.:_504.00 ---------------------- SECTION 1 Scale: 1" = 5' FINISHED GRADE, EL=520.0 PT CONCRETE PANELS, TYP 0000 0000 0000 0000 0000 0000 0000 0000 000010000100001000010000100of1t000 1.40' 100 YEAR - MAX. WATER SURFACE EL=515.51, FLOW=0.10 CFS _______________________________ - 10 YEAR WATER SURFACE EL=51420 _FLOW=0.059_CFS___ -- 2 YEAR WATER SURFACE EL=512.27 FLOW=0.034 CFS --------------------------------------------------------------------------------------------------- 7.51' - -- --- 7.51' LIVE STORAGE VARIES FROM 1.00' AT EDGE TO 1.61 AT CENTER OF CHAMBER SZ BOTTOM OF LIVE STORAGE ELEV.:-508.00 -------------------------------- - -- PROVIDE PVC WATERSTOPS VARIES FROM 1.00 AT EDGE TO TOP OF DEAD STORAGE 4.00' AT ALL COLD JOINTS, TYP. 1.44 AT CENTER OF CHAMBER 4' DEAD STORAGE ___________________________________________________ _______________ _BOTTOM OF -DEAD STORAGE_ELEV.:_504.00 ___-_ 502.50 2 SECTION 499.50 SUMP 61.66' 3 I 60.00' + - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - 12" VE T 2' VENT FOOTING, TYP. SEE STRUCT RAIL TYPE 1 ACCESS MANHOLE WITH o LADDER, D T YR. Ln I SLOPE, TYP BOTTOM GRADE [BOTTOM BREAK, TYP. 0.5% I 17.50' til- - - - - -- - - - - - -- - - - - - -- - - - -- -- - - - - - -- - - - - - -- - - - - - -- - -}--- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- -- - - - - - I 1 2 3 4 5 6 7 8, 9 10 11 12 13 14 15� 4' DEEP SUMP o n STRUCTURAL BEAM I TYPE 1 AC ESS I ACROSS OPENING I MANHOLE WITH I SEE STRUCTURAL I I LADDER, TYP. I I - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - 5'X10' GRATE 8' OPENING CENTER SUPPORT WALL I OPENING I O I SLOPE, TYP. B TTOM GRADE I I I [BOTTOM BREAK, TYP. SUPPORT "WAZ ' - .. I 5% 0.5% P 16 17 18 19 20 21 22 ;3 I 24 25 26 27 C P I TYPE ACCESS I MANHOLE WITH I LAD ER, TYP. o Ln TYPE 1 A CESS MANHOLI WITH I I LADDER, TYP. 12" VE T I I . a e A VAULT PLAN (PUBLIC) Scale: 1 READY FOR SUBMITTAL MXP 05/27/2020 MXP SURVEYED: MXP 2 1ST REVIEW REVISIONS MXP 11/05/2019 MXP DESIGNED: MXP 3 2ND REVIEW REVISIONS MXP 04/05/202 MXP 4 3RD REVIEW REVISIONS MXP 05/27/202C MXP DRAWN: CM CHECKED: MXP NO. REVISION BY DATE APPR APPROVED: MXP SCALE: VERTICAL: NAVD 1988 SEE GRAPHIC HORIZONTAL: NAD 198311991 CITY OF ONE INCH DATUM RENTON AT FULL SCALE IF NOT ONE INCH Planning/Building/Public Works Dept. SCALE ACCORDINGLY TYPE 1 MANHOLE W\SOILD LOCKING LID MARKED DRAIN, TYP. (SEE PLAN) R-406214 IN COMPLIANCE WITH CITY OF RENTON STANDARDS F ENT ENGINEERING Irims ders 06/23/2020 CIVIL PLAN SET HAEVIN RIDGE SHORT PLAT RENTON, WA WETVAULT DETAIL DATE: 05/27/2020 FIELDBOOK: PAGE: DRAWING NO: 080-18 SHEET: OF: 14 23 O rn Nt 0 O rn LI O N O O O 00 Q J 7 J d H O _ U) w 0 N� L.L z w A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA N c9 O 't O Lu I- J I- 0 U) �W V rill W Lid LLJ UJ C0 3%0' PRWIDLDEO JOINT FILLER (TV'P)- OF CE nWWNBOF cum. FMMaaGRUE I' R. MATCH RRfAD AY ROOM LaMNIPM2 /S"R X S/0"D DUMMY JOINT 2' o wF CN�IIaMI06TiP MOM DEo i' •e -Nl3TUCLU ED . WpDAWrMENTa UTTERSICIMN '. I•YITCISaABW-RortslalJDEo ,P INaRe+wDourlvR®a1R®1 EEE NOTE! � AANDCIO CIE SECTION UA ;�.. GENERAL. NOTES: t . The Irdarlt-of this design Win IWI t0a the mmuM, : ":•% of a wilahbealn vAth minfmal dlsblrbsm of the &JdL , 2. The expanelon jt0htts of fhe ' G �'�' .r`� tie adjumed to be In Ilse wlfh lhesel curb lam• :r�J. •. �. 1;,• I !J ISOIME41C VIEW CEMENT CONCRETE CARS VM' K" - 1MA + PU3311c WORKS INSTALLATION AT PRo D: DEPARTMENT CATCH BASIN$ 0 . „1�vti8 / Y' - �•� CEMENTCONCRETE CURS 6 GVTrFR / (SEE NOTE 3) CONCf�7E - SIJEVWILK 1� ,. i DEPRESSED MONOLITHIC CURB a GUTTER /� (WE DETALLTIRs51ifETJ ` TYPE C2B - ISOMETRIC VIEW (COMMERCIAL, WFTI-i BUFFER) NOTES 1 When a driveway w dth exceeds 15 fee, construct a full depth expanslon joint with 3/8' Joint filler along the driveway lane Ilnes FACE CIF OURS (Sm slid. plan 102). Construclexpansion Join-, parallel wlththe Bell SMDEPRESSED Cf®DETAIL °,fr - ON t °SHEET oen'.edine as required at 15' maximum spacing wheno driveway CONTRACMUN,NT - ere nwN to \ widths exceed 30' s Irr 11l R 110, 2. See std. pion 102 for sldewalkdotal ls ROADwAI 3. Curb designs be "} and gutter shown, other curb may Specified. See aid, plan 101 for curb details 4. Not used r�--- - - -L +'-r r•r 5. The engineer will design all driveways to Inc!ude e!evoJons at all Nett OIOVEYW Y LONDmIaaaAL LDVANSION points marked with symbol *W. All elevador^s are at the bad( of JOKs � se FULL am"" MONOLITHIC CURB � 9 a GUTTER DE -TAIL curb top on uphill side.�� 6 Nei used 7 For Driveway Widths ass DRIVEWAY STANDARDS (See NOTE 10) The expansion joints (see std plan 102) shall be spaced as shown In the corresponding Isonwitc view. B. Slopes shall comply with sections R303.2.1 or R303.2.2 or -FACE OF ADJACENT corm R303.2.3 of the Revised DraftGuidelines for Accessible Public 1" Rigbts•or-Way of Nov®ba 23, 2005 (PROWAO). 1-- ' l 9. Curb returns for any Type C-MAX Driveway may be approved an IL a case-bycas l basis / ausAoa • 1'R` a 10. STREET STANDARDS= Renton Municipal Code (RMCI / Tittle IV Development Re;ulagorts CHAPTER 6 STREET AND UTILITY STANDAROS Section 4-"60 STREET STANDARDS DEPRESSED CURB DETAIL AT RES DENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS - Renton Municipal Code (RMC) _ Title IV Development Regulations Driveway Example: TYPE C1B CHAPTER 4 R=Re msAm. C.CamRwdM CITY-WIDE PROPERTY DEVELOPMENT STANDARDS NumhardLaTLr, -- 1 �j Section 4-4-CaO PARKING, LOADING AND DRIVEWAY (MAXUna cornrtaraeq REGULATIONS 6-tkharlPtarlEnsSap) a.arc.N'o9uPo --- FM. PLAN - 104.2 PUBLIC WORE: .nw� DEPARTMENT ' CEMENT CONCRETE DRIVEWAY ENTRANCES - NOTES AND DETAILS � �[ , . �__. -„ •-_ ,,/ Know what's below. Call before you dig 05/27/2020 FACE OF CURB 51r2 1' 12"R. - _ 1•R 124 1 1 TOP OF ro 12" R. ROADWAY � I J T � I 1' - S• CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB e 17Y- _ FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 TOP OF 12"R. ROADWAY 1 I 1 -6 - to DEPRESSED CURB SECTION AT SIDEWALK RAMPS 3ra" 6' CEMENT CONCRF'F 1/2"R. 1"R SIDEWALK RAMP VARIES OR LANDING FROM ; 6"TO0 6' I 3/8" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACF OF ADJACFNT CURB 6 12"_ r SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF T 1 1' 12" R. ROADWAY 2" 1 - 1 1 DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CUTS 5 1r!' _ 1' 1" R FACE OF ADJACENT CURB 1 + TOP OF • . � • GUTTER SURFACE r ROADWAY PREMOLDED JUINT FILLER r E FULL -DEPTH 1"R, _ a 114" EXPANSION JOINT - 1 R. CEMENT CONCRETE / TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 end 101.1 for curb expansion and contraction pint spaang. 2. Expansion joint shall be full depth, 3/8" tin.) premolded joint filler. 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2 STD. PLAN - 101 t► PUBLIC WORKS CEMENT CONCRETE CURBS PPF'" DEPARTMENT 71/ 00IEusKwoESSMIARLICRw,w: E MN = ldlER ILEE ND4 T` _ _� _ a MM1. � 16EE WREI _ ISEE NDTEuT r L > i CDJFJJI o1JrnETE sarYrALx SEE NOTIF 1 CELlMf C-cal ! P" MLIN 1JN W B am A WTTSR RYE IM4 ''M W ry al )r COHTRAGTION JOlJT Imp,IaEE I' PLAN IM PLAN VIEW vYia r" LEEf NdiE o �' a IT. Lea SEE NaInt a I" In M ENEIII ONCIIETE r- CYlI WNIY`TXD FT-"a°a GUt'TSA Cip"MCIRDER-•„ wEaPAAS10NJONTEN"1 ral SECTION *Et STD. PLAN Na Ri RITTrf - .w1Flvu NwOlN_ DRNRWA7IRaL,llto :Jrkhsom a7Elr (M4 ILEE St0 PLAN Nil / C tt II uE NOH ! i crAtN JOM I ERENCE W SLOVE rVA -pRNEMAV *,)VqM m SLOPE (Stan sworn s laamit al • ax - i = n. . w. - - .-�• 1 aNYSYYY� " 1"YN - oDRNEwAYW NEGAINESLOPE1�aLlRaPI O- SN uE."OFMI �� 1- - 1 / I }\\ i J ua Ee cl»lex"E aoEwALx TYPE R 1 B - ISOMETRIC VIEW (RESIDENTIAL WITH BUFFER) CENEN7 CONCRETE CURB a GUTTER For NOTES STD PLAN 104,2 STD. PLAN - 104.3 G PUBLIC WORKS CEMENT CONCRETE DRIVEWAY ;, , DEPARTMENT ENTRANCE -TYPE RIB I I'• \ i'LT M OM PLO ENGINEERING Surveyors & Civil Engineers P.O. Box 412 Ravensdale, WA 98051 (206) 420-7130 www.PlogEngineering.com ° RAISED EDGE DETAIL 1'_p• SIDEWALIK LEVEL �.I 12• EXTEND.IDIFWALKTRANSvEss;E 1'.0' 1•.0' ye^f7M PRFMOLDED JOINT FINER 1R• ON) R I JOINTS TO INCLUDE WJSEC EDGE TYPICAL WHERE APPLICABLE ROU DING 20% ( ) gyp.) I? IN R. FOR CUNB DETALS Ip a SEE STO PLAN 101 �EXI5TING ROADWBASal AY,• . ►' ••• SSe►J'` - .,._�'• •� ).,1., // CRUSHED ROCK RY SEE RAISED EDGE . -- --- 1' • 0• SIDEWALK DETAIL - THIS SH TYPICAL UNDER ' CRUSHER) SURFACING TOP COURSE (CSTC) ALL CUT MIN. SIDEWALK OMPACT TO 95% MODIFIED PRJCTOR SLOP7 WITH RN SE EDGE (UNLESS REQUIREMENT WAIVED BY 12' ENGINEER) TYPICAL UNDER ALL CURB, GUTTER ° SIDEWALK CSTC UNDER i.0% 1 15% FOR CURB DETALS CURB A GUTTER TO Be r THK;NNESS OR SEE STD PLAN 101 MATCH EXISTE. ING ROADWAY CRUSHEDROCK ' � j, `_ • •�� `T •• MALL CURB a GUTT IS GREATER (TYP FOR r . ERi_ 1 FINISHED GRADE I' (IN) BELOW TOP OF CONCRETE SURFACE - ADJACENT TO CURB 2* p $IDEWT•11( 1.0' 1.01 MIN. 7? (IN)R. (TYP,) ROIJ OING Z 1 FOR CURB DETAILS •�� SEE STD PLAN 101 RRIDGE OR PEDESTRIAN qT ;Br• .. - p�' S•-1.. RAILING FOR CURB DETAILS ADJACENT TO CURB SIDE WALK EWALK SEE STD PLAN101. (STEEP FILL SLOPES) CONTRACT PLANS ALL OR BARRIER I I 1 W ON) R (TYPJ RUSH / I SIDEWALK 6% � yL l2 pR. t VERTICAL WALL- �-ay y?•'�' _:: - _ _ SEE DETAIL ° 3IE"(I NI PREMOLDED a JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL PRENOLDED FOR SIDE JOINT FILLER THEATIA SEE sIDEwMI( BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL SIDEWALK (SEE NOTE lq sE 'T. 1/r (IN) R /> FOR CURB DETAILS \ +' t.a% SEE STD PLAN 101 -- BROOMED FINISH '^'Kq• OR MATCH EXISt1NC W WIDE. SMOOTH TROWELED PERIMETER FINISHED GRADE 1- R BELOW TOPOF CONCRETE _ SURFACE FOR PUNTING -FLUSH IF PAVED d 0• f 10 S CEMENT CONCRETE CURB ADJACENT TO BUFFER STRIP l � �^ ~ \ (CURB AND GUTTER SHOWN) / �'� FOR CURB DETAILS • d �� / SEE stD PLAN tot I/a• TO v4- NOTES f� //\ 1 _ - /�/ - 1. Four feet of the sidewalk Width Shall ii COONTRAC71ON JOINT be the minimum pedesxian IN SIDEWALK ONLY ° ��• duesslble route �•�� free of vertical \\/ ° . , .ti• 'C and horizontal obstructions. Grating,, i��' / • • • R Access Covers, Junction Boxes, FULL -DEPTH FJWANSION Jp11TINBOTN '•' ��� / CURB MO SIDEWALK Cable Vaults. Pull Boxes and other (sEE sTo FUN toL.L) appurtenances within the sidewalk " �� ore^ C CONTRACTION JONT must be flush with surface, and match grade o1 the sidewaat. �� JOINT AND FINISH - DETAIL r r • 2. Monolithic Cement Concrete Curb and •' •� ��': Sidewalk Is not permitted In new For other referenced NOTES see _ construction. When replacement Work STD PLAN 104.2. ne-itatesa Monolithic Cement Concrete Curb build per'wSCOT ., to iR.IFR Standard Plan F-30.10.03. Paved surfaces must Comply with STD PLAN 102.1 as applicable. E FULL -DEPTH 3. Concrete to be 4,000 PSI. EXPANSION JOINT STD. PLAN - 102 PUBLIC WORKS CEMENT CONCRETE 1, r,1,R J,T DEPARTMENT SIDEWALK ( �0 L I L jLi FktN eIO REM IINCLJOE58ElEY+HKRlJ+3: _ vAR&; tsEE NCitE ;'. _ �lrL. .9 - ,,., ,a Li Or PAVED DRvEWAY REDJ.IRED W EKPANSWN JOINT Tyr i aa•EJmANPAll1fml I LEE SID PLAN Imo' Jy rLA0h -/ft jgE sT0 Ntear 41 1 y i SEErgrEa W 7 rl a,I I W ' \ m r CONSTRUCTIONJOIIT - EEENOTE L 6ELIENTCaaLUE7! RAMP VffH LOP 1" ) % tat6 NOTE al SLOPE (rrP. Ta' CON•IUCTm11 JQNT rrYP 1 SEE $10. PLAN 140 " 11\pIIa RFl14 N4M11Aa �_ ONYA•Mr rn J@I1TA'F •NwrM NxlcarE - - W VNr'I L"KCEM.LD CEMENT CONCRETE SOEWALx 1 1 t PLAN VIEW IrYPE C3 SHOWN Ct A Ci a C.MAY SIIALARI (SEE NOTE a) YMia _ T, + •. \`-1IL1lc • `G 1I1 .� trlea RfSSEDCURSaOL'•rER DEP(SEE NOTE A \ CVA- l EOIwtA sox ConcAaR - ar ERAN11011A1pp��Nr R'r°.1 _--_-•.._ KcimN O 1@STD w1117N(r TP.1 -. iOEWA.K WIDTH \ . aM-IW MOM IS,011 151010/LAAOGLRA40 •1 , yr _ SE ION O For NOTES see STD PLAN 104 2 Y S. PLAN - 104.4 * �* PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PPR ` DEPARTMENT ENTRANCE - TYPES C1B, C2B, I C3B- and C-MAXB (WITH BUFFER) (�yJ EXISTING ASP.HI PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET MINIMUM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTAL STREET MINIMUM 4" HMA (or ACID Class B) (SEE NOTE 1), OVER B" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED V - 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. 1 PUBLIC WORKS CURB AND GUTTER DEPARTMENT REPLACEMENT DETAIL COVER PER STD PLAN 401 PATCHED AREA 1 � •COVER,•:�:�>: (SEE NOTE 9) A SEAL EQUALNITH ANDADRYO00 SANDRAFTERO�DJ PLAN PATCHING NTS (SEE NOTE 9) Ax OUTSIDE DIAMETER OF ADJUSTMENT RING AND SEE NOTE 2 I I BOTTOM OF FRAME -� 1 MORTAR JOINT(S) (3/8" MIN.-2" MAX.) ADJUSTMENT RING (1" MIN.). SEE SEE NOTE 3 AND SPECIAL PROVISION NOTE 6. 7-05, 3(1). SECTION A -A NOTES 1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 5. CONSTRUCTION AND ADJUSTMENT SHALL BE PERFORMED WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS ONE ONLY BY JOURNEYMAN MASON. FOOT (MIN.). ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS AND MORTAR. S. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE ACCOMPLISHED WITH ADJUSTMENT RINGS AND MORTAR ONLY. 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF W OF THE USE OF SHIMS IS PROMWMD. HMA CLASS J PG a4-22 (OR TO A DEPTH THAT IS 2' BELOW THE BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER 7• FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY IS GREATER) OR AS APPROVED BY THE ENGINEER. TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 3. ADJUSTMENT RINGS AND FRAME SHALL BE FULLY BEDDED IN MORTAR. MORTAR SHALL BE ASTM C270 FOR TYPE S. S. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. 4. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURERS DIRECTION& S. X- V-0' MIN. TO 2'-W MAX. - PER ENGINEERS INSTRUCTION STD. PLAN - 108 • PUBLIC WORKS TYPICAL CONSTRUCTION RovgD; bl� DEPARTMENT AND ADJUSTMENT OF 0 MANHOLE RISERS w DA 1 READY FOR SUBMITTAL MXP 05/27/2020 MXP SURVEYED: MXP SCALE: VERTICAL: NAVE) 1988 HORIZONTAL: NAD 198311991 ° 2 1ST REVIEW REVISIONS MXP 11/05/2019 MXP SEE GRAPHIC CITY OF DESIGNED: MXP 3 2ND REVIEW REVISIONS MXP 04/05/2020 MXP R E N T O N 4 3RD REVIEW REVISIONS MXP 05/27/2020 MXP DRAW": CM ONEINCH DATUM ° Planning/Building/Public Works Dept. CHECKED: MXP AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE APPR SCALE ACCORDINGLY APPROVED: MXP O O O L J CA O O O 1 r R-406 15 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 Q J SURFACE WATER UTILITY a jfarah 06/24/2020 o CIVIL PLAN SET DATE: LU 05/27/2020 �U) LU H A E V I N RIDGE SHORT PLAT PAGDBOOK: 0 R E N TO N, WA DRAWING NO: z DRAINAGE DETAILS SHEET: 80F:1 8 LU 15 23 = A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA N O O O W J H ry 0 U) W 0 0 ry Z U-1 2 O LU W CO 3 BAILING WIRE /'- SURVEY FLAGGING / DO NOT NAIL OR STAPLE WIRE TO TREE.; o MIN. METAL FENCE 10' - 20' g/ //✓/ /✓ //// ///�, 'OST(TYP.) N. NOTES 1. CONDITIONS OF USE 1.1, TO ESTABLISH CLEARING LIMITS, STAKE AND WIRE FENCE MAY BE USED: 1.1.1. AT THE BOUNDARY OF CRITICAL AREAS, THEIR BUFFERS AND OTHER AREAS REQUIRED TO BE LEFT UNCLEARED. 1.1.2. AS NECESSARY TO CONTROL VEHICLE ACCESS TO AND ON THE SITE. 2, MAINTENANCE AND REQUIREMENTS 2.1. IF THE FENCE IS DAMAGED OR VISIBILITY REDUCED, IT SHALL BE REPAIRED OR REPLACED IMMEDIATELY AND VISIBILITY RESTORED. 2.2. DISTURBANCE OF A CRITICAL AREA, CRITICAL BUFFER AREA, NATIVE GROWTH RETENTION AREA, OR OTHER AREA REQUIRED TO BE LEFT UNDISTURBED SHALL BE REPORTED TO THE CITY OF RENTON FOR RESOLUTION. 2.3. THE CITY MAY REQUIRE MORE SUBSTANTIAL FENCING IF THE FENCE DOES NOT PREVENT ENCROACHMENT INTO THOSE AREAS THAT ARE NOT TO BE DISTURBED. UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE (NTS) AdxSTD. PLAN - 212.00 • PUBLIC WORKS PPRO D: DEPARTMENT STAKE AND WIRE FENCE GAZ 9/28/2018 I 140VPR d�yu� wo.t: ndm�m:vam, DATE s RAISED EDGE DETAIL 1 ' SIDEWALK LEVEL 1/2' EXTEND SIDEWALK TRANSVERSE t'-a 11-0' 'IM ON)R JOINTS TO INCLUDE RAISED EDGE 3B-(IN) PREMOLDED JONIT ELLE:R TYPICAL WHERE APPLICABLE ROM DING 2�_0% 1 1tT (IN) R (fYP.) • , • . I b T.91L FOR CURB DETAILS I: 1•(IN)R. ! e •'r cW. �� +- i_•v r SEE STD PLAN 101 ROADWAY • e' ••• SSFY� ,, ..• _T1I_r~___vl� 'P• j ,EXlST1NG ROCK FIASI i'S•• •- SEE RAISED EDGE //CRUSHED •'L_� _ _ _ .. T Or SIDEYIAL( DETAIL - THIS SHE ALL CUT LTYPICAL UNDER SIDEWALK CRUSHED SURFACING TOP COURSE stet MIK SLOPES OMPACT TO 957E MODIFIED PROCTOR WITH RAISED EDGE (UNLESS REQUIREMENT WANED BY Irr (IN) R. jfYP,) ENGINEER) TYPICAL UNDER ALL CURE, GUTTER d SIDEWALK CSTC UNDER 1 FOR CURB DETAILS CURB L GUTTER TO BE r THK WESB OR SEE STD PLAN 101 N MATCH EXISTING ROADWAY CRUSHED ROCK BASE, WHICHEVER IS GREATER MP FOR ,F• ALL CURB a GUTTER). t FINISHED GRADE 1- (1N) SELOW r-a SIDEWALK TOP OF CONCRETE SURFACE ADJACENT TO CURB MIN D- RdJ ING 11 (IN) R I YP I -� 1 FOR CURB DETAILS SEE BTD PLAN 101 101 __ r - BRIDGE OR PEDESTRIAN •. _ , •r RAILING �` FOR CURB DETAILS BARRIER -SEE SIDEWALK SEE STD RAN 101. ADJACENT TO CURB (STEEP FILL SLOPES) CONTRACT PLANS -WALL OR BARRIER 1 ' I 1!r (INj R (TYP.) �/ FLUSH / I I.ax - SIDEWALK A 1? 00 R ••r,• VERTICAL WALL - - ...... SEE DETAIL 31e' (I NI PREMOLDED E.4 JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL PREfaOIAEO JOINT FILLER FOR SIDE TREATMENTI SIDEWALK BUFFER STRIP SIOEWALKADJACENT T0WALL DETAIL SEE SIDEWALK (SEE NOTE 10) SECTIONS 117 (IN) R 1 (TYP I FOR CUI'm DETARB 1.a1Y,� 1b%MIN 96E OD PLAN BR TFINISH MACH OR MATCH ESOIiH - / 0 5' 4-w10DE, SMOOtH TROWELED PERIMETER FINISHED GRADE 1' II BELOW 70P U CONCRETE SURFACE Fort PLANTING - FLUSH IF PAVED _ /'- 10 5✓�I �.�` CEMENT CONCRETE CURB CURB AND GUTTER SHOWN) ADJACENT TO BUFFER STRIP if FOR CURB DETAILS _ _G SEE STD PLAN 101 2 lfr TO 114' NOTES -�� - /.`� 2 1. Four feet of the sidewalk width shall be the minimum pedestrian CCNTRACTION.IaNT . • e •,.�• accessible route i.nn,, free Of vertical ♦ IN SIDEWALK OWL V . •. • S !1 •. / ; and horizontal obstructions. Gratings, � � - �' ••; 'p Access Covers. Junction Boxes, a ! " - _ FULL -DEPTH EXPANSION JOINT IN BOTH Cable Vaults, Put Boxes and other . _- `'�/� CURB AND SIDEWALK (sH s1D PUN 101-1) appurtenances within Iho sidewalk C CONTRACTION JOINT must be flush with surface, and match grade of the sidewalk ��' _ JOINT AND FINISH DETAIL . • e ' 2. Monolithic Cemert Concrete Curt and •� •• •a1 Jb •� Sidewalk is not permitted in new For other referenced NOTES see construction. When replacement work STD PLAN 104.2. • R • •P necessitates a Monolithic Cement Concrete Curb build Per WSDOT JOINT FILLER Standard Plan F-30.10-03. Paved Surfaces must Comply with STD PLAN 102.1 as applicable. E FULL-DEPTH3. Concrete to Ix 4,000 PSI. EXPANSION JOINT � PUBLIC WORKS CEMENT CONCRETE STD. PLAN - 102 DEPARTMENT SIDEWALK 'A4t'' 17 1, Know what's below. a Call before you dig :45 Af 05/27/2020 -INITIAL 2" DEEP SAWCUT OR GRIND, AND LIMIT OF FINAL OVERLAY. GRIND AND PAVE FULL STREET WIDTH OVERLAY REQUIRED. __EDGE OF EXISTING PAVEMENT -EDGE OF TRAVELED LANE (EDGE STRIPE) -- VARIES: 4.5' MIN. (SEE STD PLAN 110.1) CENTER OF ANY MARKED LANE LINE, PROVIDE NEW CHANNELIZATION AFTER OVERLAY - SECONDARY FULL DEPTH SAWCUT FOR PROPOSED TRENCH -- INITIAL 2" DEEP SAWCUT OR GRIND, AND LIMIT OF FINAL OVERLAY. GRIND AND PAVE FULL STREET WIDTH OVERLAY REQUIRED FOR TYPICAL SECTION AND NOES SEE STANDARD PLAN 110.1 STD. PLAN - 110.2 PUBLIC WORKS REQUIRED SAWCUT. GRIND AND PPR 'ED: DEPARTMENT OVERLAY FOR LONGITUDINAL TRENCHES III� . Ar LANDIN GRADE BREAK SEE CONTRACT PLANS - 4' - 0" MIN. CEMENT CONCRETE SIDEWALK - SEE NOTES FLARE (TYP.) 318" EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 GRADE BREAK r � CURB, OR CURB AND GUTTER - SEE NOTE 4 FACE OF CURB MEASURED PARALLEL TO CURB (TYP.) LU w a a z I,U LL m SLOPE TREATMENT - SEE STANDARD PLAN F-30.10 e 1' MINI 1 VARIES 1' 1' MIN � MIN I MIN III I SPECIAL NOTE: - IN THE EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFECTED STREET, THE LENGTH i OF THE PATCH SHALL BE EXTENDED TO i INCLUDE ANY EXISTING PATCH WITHIN 10 ✓ FEET OF THE EDGE OF THE PATCH REQUIRED �' , ',: ' FOR THE NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE WITHIN 10 FEET OF THE EDGE OF THE SECOND PATCH AND SO ON UP TO A TOTAL OF 300 FEET. •. t.' OF GUTTERPAVEMEOR .F, L EFACE DGE OF TRAFFIC FLOW t j:a .f." 2" HMA 4., CENTER LINE OR LANE LINE 2" TO 8" HMA 1. 6.5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES: 6.5' MIN. IF TM11N 1'DEPTH OF EXISTING PAVEMENT IMIN VARIES MIN I MIN 2' SAWCUT AND REMOVE OR PLANE, SEAL WITH AR-4000W 2" - 6- MIN. HMA (SEE NOTE 2) (EACH SIDE) V CRUSHED SURFACING TOP COURSE (CSTC) 2" HMA SPECIFICATIONS, COMPAC ED NORDX MODIFIED PROCTOR. SAWCUT AFTER BACKFILL (EACH SIDE) CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCEE FOR FOR ANY SHORING. SHORING, IF14 PIPE ZONE BEDDING, MATERIAL- SEE STANDARD NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 7-08.3(1)B PLAN 110.1. TRENCH WIDTH FOR NOTES, SEE STANDARD PLAN 110.1 PUBLIC WORKS TYPICAL TRANSVERSE PATCH FOR STD• PLAN - 110 ` is DEPARTMENT FLEXIBLE PAVEMENT OR RIGID PR PAVEMENT WITH OVERLAY Ell G=iE 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS __% SCORE LINES TO BE RADIAL TO CURB AND GUTTER 1 } 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS 1/4-/FT. SLOPE 1 /2 R 4. 1 ' W"-WIDTH OF SIDEWALK 1/2-W EXPANSION MATERIAL CEM. CONC. CURB AND GUTTER 1/4"R AT JOINTS SCORE LINES B 1/2"X5" EXPANSION MATERIAL CURB RETURN 7 ' ONLY 1/2"R 1/4"/FT. SLOPE 4„ i/2"R PAVEMENT AS PER PLANS PAVEMENT AS PER PLANS STANDARD GEM. CONC. PARKWAY STANDARD CEM. CURB AND GUTTER GUTT CURB AND GUTTER SECTION A -A SECTION B-B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS GENERAL NOES: JOINTS: DUMMY JOINTS SHAD. BE PLACED NOT TO EXCEED 1W C/C NOR LESS THAN 10' C/C. THEY SHALL NOT BE LESS THAN 3/16' IN THICKNESS AND SHALL BE EXTENDED 2' BELOW THE GUTTER LINE. 1/21 114RU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DRECTED BY ENGINEER AND $HALL EXTEND V BELOW CONCRETE. MERE THE SIDEWALK 15 TO BE PLACED AGAINST THE CURB AND GLITTER, THE JOINT SHALL BE A CCLO JOINT- 1/2-X 5- EXPANSION MAMMAL SHALL BE PLACED FROM P.C.'s TO P.tS 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 CULSS B (3/4-) WITH AIR ENTRAINMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2" TOOLED FINISH. SUB6RADE COMPACTION SHALL BE SOX (MODIFIED PRDI IDR)- 'TYPICAL SIDEWALK ADOPTED CITY OF RENTON t t STANDARD PLANS LST DATE:04/04 .� ...... nwr NAMII Fnn7 CP PArr. Fnn7 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 TO 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 G CURB RAMP 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- 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. TO SIDEWALK WIDTH (TYP.) SEE CONTRACT PLANS - MIN SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan * a' - 0" MIN. * PLANS - 4'- 0" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and 318" EXPANSION - BUFFER WIDTH - MATCH Pedestrian Curb details. JOINT (TYP.) -• SEE TO CURB RAMP DEPTH CURB RAMP STANDARD PLAN F-30.10 (TYP.) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans for width and placement of sidewalk. GRADE v, BREAK TRANSITION TO SIDEWALK BUFFER, IF 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the PRESENT, OR TO BACK OF CURB "to, - adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, (Pedestrian ......... B......... / SEE GONTRAGT PLANS �II Curb, Or Sidewalks. ....... -CH/ 7. The Curb Ramp length is not required to exceed 15 feet (unless shown DEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, CURB, OR CURB PEDESTRIAN CURB - o o a AND GUTTER - I SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed B.3 %. Use a DETECTABLE WARNING SURFACE - SEE NOTE 4 B I single constant slope from bottom of ramp to top of ramp to match into 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 F-4ti.10 abutting landing in the 15-foot max. measurement. DEPRESSED CURB AND GUTTER -• DEPRESSED CURB AND GUTTER B. Curb Ramps and Landings shall receive a broom finish. See Standard CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8-14. 9. 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 O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 L Ramp or Landing and there will not be material to retain. FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE 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-48.10 - SLOPE IN EITHER DIRECTION D" MIN. 15 - 0" MAX. (TYP.) GRADE BREAK * 1.5 OR FLATTER RECOMMENDED FOR ASIGNIFORMWORK (2°% MAX.) SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - GRADE BREAK 5.0°% MAX.. � � EFLATTER RECOMMENDED FOR * � DESIGN/FORMWORK (8.3% MAX.) * * TOP OF ROADWAY 9 5°% OR FLATTER RECOMMENDED FOR -� I DESIGN/FORMWORK (10°% MAX.) T • g LANDING CURB RAMP' �F��aJg wAS/j/Af,�ltdl DEPRESSED CURB AND GUTTER ^ `' /✓oA 1 SEE STANDARD PLAN F-10.12 0 SECTION (A ) CEMENT CONCRETE CEMENT CONCRETE CURB`JRAMP'TYPE CEMENT CONCRETE CURB RAMP "TYPE ��A �Q��tSEED4�0 PEDESTRIAN CURB - PERPENDICULAR "A" PAY LIMIT - SEE NOTE 8 J PERPENDICULAR "B" PAY LIMIT - SEE NOTE 8 sT$ SEE NOTE 4 ��faNA� FAG DETECTABLE WARNING SURFACE ^ y Zeller, Scott SEE STANDARD PLAN F-48.10 { 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 PLO1 READY FOR SUBMITTAL ENGINEERING 2 1ST REVIEW REVISIONS Surveyors & Civil Engineers 3 2ND REVIEW REVISIONS P.O. Box 412 4 3RD REVIEW REVISIONS Ravensdale, WA 98051 (206) 420-7130 www.PlogEngineering.com NO. REVISION ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT MXP 05/27/2020 MXP SURVEYED: MXP MXP 11/05/2019 MXP DESIGNED: MXP MXP 04/05/202 MXP MXP 05/27/202 MXP DRAWN: CM CHECKED: MXP BY DATE APPR APPROVED: MXP ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION �// Carpenter, Jeff *NAM, P4 Jun 29 2016 228 PM STATE DESIGN ENGINEER Adak ;Y Washington State Department of Transportation SCALE: VERTICAL: NAVD 1988 SEE GRAPHIC HORIZONTAL: NAD 1983/1991 CITY OF ONE INCH DATUM RENTON AT FULL SCALE IF NOT ONE INCH Plan ningBuilding/Public Works Dept. SCALE ACCORDINGLY L0 O N O 00 Q J 0 O O 1 ti ri1 R-406216 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 Q J Q_ H 0 CIVIL PLAN SET DATE:Cn 05/27/2020 lwr� H A E V I N RIDGE SHORT PLAT PAGDBOOK: Of RENTON, WA DRAWING NO: Z 080-18 ROAD DETAILS SHEET: 16 OF: 23 2 A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA CV O O O W I- ^Q n IY 0T r^ r1 V) LI J 0 \Z LIIJ 1 '. 4.58:, 12:, OR 21' .... JR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION 1tl3 BAR EACH WAY J PRECAST BASE SECTION p3 BAR HOOP O BAR PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE ' DIAMETER REINFORCED -OR PLAIN 12' CONCRETE ALL METAL PIPE 15, CPSSP% `STD. 12' SPEC. 9-05.20 SOLID WALL PVC. 15,0 STD. SPEC, 9-05.12(1) PROFILE WALL PVC, 1g" STD,SPEC, 9-05AW) 'CORRUGATED POLYETHYLENE STORNv SEWER PIPE NOTES: 1. ASACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)), 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. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS 0 OF 2' MINIMUM TO 2.5' MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE D 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 FEET. C THE FRAMEAND GRATE MUST BE INSTALLED WITHTHEO FLANGE DOWN. S. THE PRECAST BASE SECTION MAY HAVE. ROUNDED= FLOOR. AND THE WALLS MAY BE SLOPED AT A RATE OF 1 H:24V 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. INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR #3 BAR EACH NON -SHRINK APPLICATIONS IN ACCORDANCE WITH CORNER 18" MIN. STANDARD SPECIFICATION 9-20.3(2). 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10, FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND SEE NOTE 1 REMAIN VISIBLE UPON COMPLETION. ALTERNATIVE PRECAST BASE SECTION, UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 200.00 • PUBLIC WORKS - APPR, ; D. D�PART1197ENT CATC- SHIN TYPE 1 (�qZ 9/28/2018 n,elkw,mmmwn„o. DATE ISOMETRIC a �A 'BOLT -DOWN SLOT. I 1/2- '�EE DETAIL AND I TOTE 1 � 1 M' �a Sre" of I II �I BOLT -DOWN SLOT DETAIL 0 SEE NOTE 1 LETTERING 5 7 OR 8 EQUAL SPACES 5" j DIRECTION FLOW 3' 1T - J 1518 MAX. SECTION A SECTION B NOTES: ^10 BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 518"-11 NC X 2" I LLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED 0 MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY, MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9.05.112 2) FOR ADDITIONAL REQUIREMENTS. 3. FOR FRAME DETAILS, SEE STANDARD PLAN 2Oh00. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE{NTS) STD. PLAN'- 204.20 ] WORKS PRIPUBLIC DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/z8/2011, [ a wnow,n.mmw.,,,n DATED Knowwhan below. Ca I I before you di k 05/27/2020 CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX.) MORTAR, (TYP.), SEE NOTE 5 4-MIN. '28' MAX. 18"MAX. _ -- ^l /- FLAT SLAB TOP ^••1 48". 54", 60", 72", 8- �. 96', 120" OR 1".. SEE NOTE 6, TYP. 15' MAX. FOR MAINTENANCE STEPS OR LADDER L L '12-(TYP.) �o 1- MIN. "O" RING 24 MiN. 2 5 MA"M- REINFORCING STEEL, (TYP.) 12'� GRAVEL BACKFILL FOR PIPE ZONE 2"� BEDDING PER WSDOT STD. / SPECIFICATION SECTION 9-03.12(3) 6„ SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER NOTES: Dt. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 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. 40 KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 25" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE OAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04 3. S. ALL GRADE RINGS, RISERS. AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9.04.3. 6. WHEN CONNECTING TO ANEW PIPE. USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAMEMATERIAL AS THE CONNECTING PIPE. 7. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS_ 8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 9: ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. PAR) PUBLIC WORKS DEPARTMENT RENTO DRAIN CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER` MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4' 6" 36" 8" 54" 4S' 8' I 4T 8" 60' 5" 6" II 48" 8' 72- 6" 8' I'. 60' 12' 84' 8" 12" I 72" 12" 96' 8" 120' 10' fY 96" 12" 12' 12" II 1W 12" PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER - DIAMETER CONCRETE ALL METAL CPSSP' SOLID WALL PVC, PROFILE WALL PVC° cam" 24" 24' 30' 30" 30" W 30' 36" 36' 80' 36" 42" 36' 42" 42" 72' __ 42' 54" 42' 48" 48" 84" Sd' 60" 54' 48" 48" 96" 60' 72" 60' 48" 48" 120' 66' 84" 60' 48" 48" 144' 1 78" 1 96" 1 60, 48' 48" -'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC 9-05. )11 ` STD. SPEC. 9-05.12(1) ' STD. SPEC, 9-05.12(2) CATCH BASIN TYPE 2 LETTERING BOLT HOLES-3 PLACES EQUALLY SPACED 120' APART ON 23 1116' DID. ek. �- (1) 1" DIA-PY1bkHOLAj �VIEW' PLAN /4'LETTERING 25' DID. - 314" a _ I 21)2" 8 'l (TYP.) COVER SECTION VIEW UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) _ STD. PLAN - 201.00 GAZ 9/28/?®-18 DATED COVER BOTTOM VIEW (3) SILT SOC (ALLEN HEAD) 5/8"-11 x 1.5 SS RUBBER WASHER EON BOLTING DETAIL 26 1fT DIA 25 114" DIA 114" DID. NEOPRENE GASKET 114- -E 1 1116" �/18" 1 E. 1/8' } � R1f8" 5/8' J 23 3/8" DIA. CL OPEN GASKET GROOVE DETAIL 27 5/16" DIA_ 34 1/8" DIA. FRAME SECTION VIEW NOTES: 1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1 OR APPROVED EQUAL. DS STD. PLAN - 204.50 1 UR�[� PUBLIC WORKS DEPARTMENT STORM ROUND FRAME AND COVER 9/28/2018 I P DATED PLO1 READY FOR SUBMITTAL ENGINEERING2 1ST REVIEW REVISIONS Surveyors & Civil Engineers 3 2ND REVIEW REVISIONS P.O. Box 412 4 3RD REVIEW REVISIONS Ravensdale, WA 98051 (206) 420-7130 www.PlogEngineering.com NO. f PROM E RFACE UNIFORM CONTACT AREA._ PROVIDE UNIFORM CONTACT. TH€S�C,IREACE W // AREA OF THE BASE SECTION MUST kiE MORTARED TO THE BOTTOM AR63 EAIOF THE ADJUSTMENT SECTION ADJUSTMENT SECTION SEE NOTE 4 Z. NOTES: 1, THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINALELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO MORTAR IN PLACE IN ACCORDANCE WITH WSDOT/APWA STANDARD SPECIFICATION 7-05.3, 'J o 0 0 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. `4. ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y2 BOND. TI N HALL BE SEALED T THE BOTTOM AREA OF THE ADJUSTMENT SECTIONO WITH MORTAR. c 5. BAS€SEC O S S D O,- E BO O_ B. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOT/APWA STANDARD SPECIFICATION 9-04.3. 7 PICK / LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20. 2- - - 3( ). S. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS; 9. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITHIA STRAIGHT EDGE OF SUFFICIENT LENGTH. 10 ALL MORTAR JOINTS SHALL BE TRIMMED FLUSHAND REMAIN VISIBLE. UkIN.COMPLETION. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 202.00 • PUBLIC WORKS JPROVIO� DEPARTMENT C�►TC+I BASIN INSTALLATION GAZ 9/28/2018 1 9 wno. wo,wmmw.,,,w DATED -- 46 BARS @ 7 SPACING 12" (TYP, ) 20"x24". 24" U A 48' 48" DIA. OR 94" DIA. HOLE MAX. 6. I ' 12Lj 9' 1Y 1'MIN:_ 2 112" MAX. 84" or 96" FLAT SLAB TOP PREFABRICATED LADDER 12" MIN #5 BARS @ 6" SPACING STEP 9 112' MAX. 20"x24", 24" DIA., 48" DIA., OR 54' DIA. HOLE NIN T J 1' MIN. 8' 2 1/2' MAX. 72" FLAT SLAB TOP + 16 MIN. 24" '. 42"MAX. .. #4 BARS @ 6" SPACING MIN. ' • �--- MIN. �_ 48'. 20°124"OR 24° DIA. HOLE - TYPICAL ORIENTATION ECCENTRIC CONE SECTION +)I-� 2" (TYR) FOR ACCESS AND STEPS II 8. T-MIN' 21I2' MAX. 48", 54", or 60" FLAT SLAB TOP Sp 0• 1N �0• 34" 5 5, �1-. 2'. 4^, 6", 12'. OR 24" ONE #3 BAR HOOR_FOR 6" ti HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 I 12'. OR 24" ONE #3 BAR HOPP FORT HEIGHT _ INCREMENT (SPACED EQUALLY), IRCULAR ADJUSTMENT SECTION ,`. SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION NOTES: 1 ASAN ACCEPTABLE ALTERNATIVE TO REBAR, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAYBE USED FOR ADJUSTMENT SECTIONS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NT5) PUBLIC WORKS MISCELLANEOUS DETAILS FOR IDS STD. PLAN - 204.60 A PR�Z URI DEPARTMENT DRAINAGE STRUCTURES 9/28/2018 1 DATE 29114" -. BOLT -DOWN HOLE (TYP, -SW. 11 NC, SEE DETAIL ANDNOTE 2 TOP RECESSEDALLEN HEAD CAP SCREW 518--11 NC X 2" GRATE -" FRAME SECTION BOLT -DOWN DETAIL, SEE NOTE 2 / o VA SECTION A SEE DETAIL ISOMETRIC VIEW �- 7/8° 118, \ 11/4" 1 NOTES: 1 1 THIS FRAME IS DESIGNED TOACCOMMODATE 20- - 24" GRATES OR COVERS, 4 V2" SEE STANDARD PLANS 2D4.10, 204.20. 204.30, AND 204,40, �J 1 518- 1 2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND / COVERS, UNLESS OTHERW ISE SPECIFIED. PROVIDE TWO HOLES IN THE 1 Sl8" FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. 3/4' THE FRAME SHALL ACCEPT THE 518"-11 NC x 2" ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF L�. BOLT -DOWN HOLES VARIES BY MANUFACTURER. z- �- 2 112- [3. REFER TO STANDARD SPECIFICATION M15A '(2) FOR ADDITIONAL DETAIL REQUIREMENTS. " PUBLIC WORKS RECTANGULAR FRAME DEPARTMENT PIPEZONNE INGAl BACKFILL, SEE NOTE 4 FOUNC LEVEL PIPE ZONE BEDDING AND BACKFILL, SEE NOTE 4 - FOUNDATION LEVEL I.� TRENCH WIDTH, �f SEE NOTE 3 T T 6" o.D. 6' r FOUNDATION MATERIAL, V IF REQUIRED, SEE NOTE 5 �ll CIRCULAWPIPE TRENCH WIDTH, SEE NOTE 3 SPAN r 6" RISE FOUNDATION MATERIAL IF REQUIRED, SEE NOTE 5 PIPE - ARCH aIWWP1 1. PIPE COMPACTION LIMITS SHOWN ON THIS PLAN ARE FOR PIPE CONSTRUCTION IN AN EMBANKMENT. FOR PIPE CONSTRUCTION IN A TRENCH. THE HORIZONTAL LIMITS OF THE PIPE COMPACTION ZONE SHALL BE THE WALLS OF THE TRENCH. 2. O.D. IS EQUAL TO THE OUTSIDE DIAMETER OF A PIPE OR THE OUTSIDE SPAN OF PIPE-ARCH- 3. SEE STANDARD WSDOTIAPWA SPECIFICATIONS SECTION 2.094 FOR TRENCH WIDTH. 4, PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN 6' LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY 5. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR 8 PER STANDARD WSDOTIAPWA SPECIFICATIONS SECTION 9.03.17:� STANDARD GRAVEL SACKFILL FOR PIPE ZONE BEDDING(WSDOT 9-03.12(3)) ol:Y,:;t•T, OR MAINTENANCE ROCK(WSDOT 9.03.9(4)) IHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN- 204.00 GAZ 9/28/2018 1 DATE MINIMUM AL.LiSWE�INZ"I PIPECTYPE. COVER (FT) PUBLIC? PRIVATE? OF THE APA? CORRUGATED 20 YES YES YES STEEL PIPE SPIRAL RIB STEEL 2.0 YES YES° L YES PIPr PLAIN CONCRETE g0 NO AS �� PIPE (PCP) REINFORCED _ CONCRETE PIPE 110 YES YES NO (RCP) o CORRUGATED OR ffI�I SPIRAL RIB 2.0 YES II YES HO ALUMINUM PIPE a u DUCTILE IRON PIPE 1.0 YES YES YES CIRCULAR PIPE DIAMETER MINIMUM DISTANCE BETWEEN BARRELS 1 Y TO 24" 12" 30, TO 96" DIAMETER / 3 102" TO 180' 48' PIPE -ARCH SPAN MINIMUM DISTANCE BETWEEN BARRELS 18" TO 36" 12" A3!-TO 142? SPAN 13 114$TO1 48' UNLESS OTHERWISE NOTED. DRAWING IS NOT TO SCALE (NT51 STD. PLAN - 220.00 PUBLIC WORKS PIPE ZONE BEDDING AND APPR DEPARTMENT GAZ 9/28/2018 1 COMPACTION - RIG1D PIPE _ c wwbmmwmnu DAT If 45 m :4S AN O O O O r L0 O CV O O O 00 r Q _J R - 406217 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 H Q SURFACE WATER UTILITY jfarah 06/24/2020 0 SURVEYED: MXP 5/27/2020 MXP D: SCALE: MXP VERTICAL: NACIVIL P L A N SET DATE: � MXP 11/05/2019 MXP SEE GRAPHIC HORIZONTAL:NAD 1983/183/1991 05/27/2020 �w�T'� DESIGNED: CITY O F FIELDBOOK: A✓ MXP 04/05/202 MXP MXP H A E V I N RIDGE SHORT PLAT PAGE: MXP 05/27/202 MXP DRAWN: R E N T O N cm R E N T O N W A DRAWING NO z ONE INCH DATUM OUO 4 CHECKED: AT FULL SCALE g g p D R A I N A G E f D E T A I L S[7777' w IF NOT ONE INCH Plannin /Buildin /Public Works Dept. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY .MXP 23 Q 2 A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA N O O It O I DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 LU Q n �I- LL 0 V) W 0 L L �/ \z W Q FOR EDGE TREATMENT OPTIONS, SEE STD. PLAN 262.20 ROADWAY/ PARKING LOT 6" MIN TOP OF BANK ELEVATION 2IS ' r l-III I I III -I � III-111 � I - I -I I 6' -12 N.I- 7RANSITION ZONE SOIL - SEE STD. PLAN 262.20 I T a'+ 2"4" DEPTH ARBORIST r �d EGNER,rTi�;` RECIFY WATER STORAGE ELEVATION OVERFLOW STRUCTURE PER STD. PLAN 262.40 UNLESS SPECIFIED OTHERWISE SIDEWALK OR LANDSCAPING , - BOTTOM WIDTH SIDE SLOPE AT TREE. SEE NOTE 9 MIN. 18' 6" MIN. 6' MIN. T-12" PONDING FREEBOARD DEPTH 5-T�1 'r I I 1111=1 11_ MIN - - - �.S WOOD CHIP MULCH. - ANGLE OF REPOSE SEE NOTE 7< -� } s-. BIORETENTION SOIL MIX (BSM);. I 12^M`N SEE NOTE 5 UNDERDRAIN AGGREGATE.. 11 SEE NOTE 6 OVERFLOW TO STORM MAIN SCARIFIED AND UNCOMPACTED SUBGRADO LOW PERMEABILITY LINER SEE NOTES 1 AND 2 WHEN REQUIRED, SEE NOTE 3 UNDERDRAIN, SEE NOTE NOTES. GRAVEL SEESTD. PLAN 262.40 1. AVOID COMPACTION OF EXISTING SUBGRADE BELOW BASIN. 2. SCARIFY SUBGRADE TO A DEPTH OF 3 INCHES MINIMUM IMMEDIATELY PRIOR TO PLACEMENT OF BIORETENTION SOIL MIX AND UNDERDRAIN AGGREGATE'; EXCEPT WHEN LINER IS REQUIRED. 3. LINER TO BE INSTALLED ONLY WHEN REQUIRED IN THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM). LOW PERMEABILITY LINER TO BE 30 MIL MIN. GEOMEMBRANE LINER OR 12 INCHES MIN. (DRY) CLAY LINER. CLAY LINER TO BE COMPACTED TO 95 % MINIMUM DRY DENSITY (ASTM 0698). WITH AT LEAST 30% CLAY PARTICLES PASSING (ASTM D422) AND AT LEAST 15% PLASTICITY INDEX (ASTM D4318). 4, UN ER RAIN TO B 6" MIN. PRIVAT 8' MIN. (PUBLIC) SLOTTED PVC PER ASTM D1785 CH 4 . SLOTS SHOULD BE CUT PERPENDICULAR TO THE LONG AXIS 0 D E ( E). ( B ) O E S 0 E OF THE PIPE AND BE 0.04 TO 0.069 INCHES BY 1 INCH LONG AND BE SPACED 0.25 INCHES APART (SPACED LONGITUDINALLY). SLOTS SHOULD BE ARRANGED IN FOUR ROWS SPACED ON 45-DEGREE CENTERS AND COVER 112 OF THE CIRCUMFERENCE OF THE PIPE. SLOPE PIPE AT 0.5%MIN UNLESS OTHERWISE SPECIFIED. PROVIDE ONE CLEANOUT MIN. PER 100 FEET OF UNDERDRAIN, AND AT EACH END. SEE STD. PLAN 226.00- MATCH CROWN ELEVATION OF UNDERDRAIN TO OVERFLOW PIPE UNLESS OTHERWISE SPECIFIED. gq 18' MIN, BIORETENTION SOIL MIX ON BOTTOM AND SIDES TO TOP OF PONDING AREA. BIORETENTION SOIL MIX TO MEET STD. PLAN 262.60. So UNDERDRAIN AGGREGATE TO MEET STD. PLAN 262.60. 7. ARBORIST WOOD CHIP MULCH TO MEET STD. PLAN 262.60. 8. MAXIMUM LONGITUDINAL SLOPE (ALONG DIRECTION OF FLOW) OF BIORETENTION SWALES SHALL BE 6%. 9. WHERE NOT CONFLICTING WITH REQUIRED CLEARANCES OR UTILITIES, TREES MAY BE LOCATED IN BIORETENTION. REDUCE BOTTOM WIDTH TO 61NCHES MINIMUM ANR,INCREASE SIDE SLOPE I TO 1:5E1: ADJ{10ENT TA TREES TREES TO BE;LOCA:fEDEC NLY OL7SIDE; OF �tINEEikFOlINEDF¢CILl,TIES. GENERAL NOTES: ,1 MINIMUM UTILITY SEIBACKS'ANOPRCIT@CTIOIJ MEASURES NI'IUSTCONFOI:C[1RRENT DITY STANDARDS;'STp`PLAN�S26&*ti S516;'AN62'65.26, AN& OTHER UTILITY PROVIDER REQUIREMENTS. COORDINATE WITH CITY ENGINEER IN THE EVENT OF UTILITY CROSSINGS OR CONFLICTS. BSM PLACEMENT, GRADING. AND CONSOLIDATION SHALL NOT OCCUR WHEN THE BSM IS EXCESSIVELY WET OR HAS BEEN SUBJECTED TO MORE THAN 1/2' OF PRECIPITATION WITHIN 48 HOURS PRIOR TO PLACEMENT. EXCESSIVELY WET IS DEFINED AS BEING AT OR ABOVE 22% SOIL MOISTURE BY A GENERAL TOOLS AND INSTRUMENTS DSMM500 PRECISION DIGITAL SOIL MOISTURE METER WITH PROBE (OR EQUIVALENT). THERE SHOULD BE NO VISIBLE FREE WATER IN THE MATERIAL. THE CONTRACTOR SHALL PLACE BSM LOOSELY WITH A CONVEYOR BELT OR WITH AN EXCAVATOR OR LOADER FROM A HEIGHT NO HIGHER THAN 6 FEET, UNLESS OTHERWISE APPROVED BY THE ENGINEER (I.E., DO NOT DUMP MATERIAL DIRECTLY FROM TRUCK INTO CELLI. COMPACT BSM USING NON -MECHANICAL COMPACTION METHODS (E.G., BOOT PACKING, HAND TAMPING, OR WATER CONSOLIDATION) TO 83% (2 2%) OF THE MAXIMUM DRY DENSITY PER MODIFIED PROCTOR TEST (ASTM D1557), OR AS DIRECTED BY THE ENGINEER. 3. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 262.10 .♦. �. PUBLIC WORKS BIORETENTION SECTION PPR ' D .R. DEPARTMENT (WITH UNDERDRAIN) GAZ 9/28/2018 1 wn-iawo,kt4emwvno, DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 UNDERDRAIN AGGREGATE TABLE: UNDERDRAIN AGGREGATE GRADATION SIEVE SIZE PERCENT PASSING 3/4-INCH 10O PERCENT 1I4-INCH 30 TO 60 PERCENT U.S. NO. 8 20 TO 50 PERCENT U.S. NO. 50 3 TO 12 PERCENT U S. NO 200 0 0 1 T PERCENT ERCE UNDERDRAIN AGGREGATE MUST CONSIST OF SCREENED SAND. GRAVEL OR OTHER INERT MATERIALS OR COMBINATIONS THEREOF FROM SOURCES APPROVED BY THE ENGINEER HAVING HARD DURABLE PARTICLES FREE FROM ADHERENT COATINGS. THE MATERIALS MUST BE WASHED THOROUGHLY TO REMOVE CLAY, LOAM, ALKALI. ORGANIC MATTER, OR OTHER DELETERIOUS SUBSTANCES. PARTICLES HAVING A SPECIFIC GRAVITY LESS THAN 1.95 MUST NOT EXCEED 1.0 PERCENT OF THE TOTAL WEIGHT. ORGANIC MATTER, BY CALORIMETRIC TEST. MUST NOT BE DARKER THAN THE REFERENCE STANDARD COLOR (ORGANIC PLATE NO. 3) AASHTO T21 UNLESS OTHER TESTS PROVE A DARKER COLOR TO BE HARMLESS. BIORETENTION SOIL MIX BIORETENTION SOIL MIX (BSM) SHALL BE A WELL -BLENDED HOMOGENEOUS MIXTURE OF 60 TO 65 PERCENT BY VOLUME MINERAL AGGREGATE FOR SOIL AND 35 TO 40 PERCENT BY VOLUME COMPOST AS DETAILED IN THE TABLES 8ELOW., MINERAL AGGREGATE FOR BIORETENTION SOIL BLS: MINERAL AGGREGATE GRADATION MINERAL AGGREGATE FOR BIORETENTION SOIL MUST BE FREE OF WOOD, WASTE, COATING, OR ANY OTHER DELETERIOUS MATERIAL. AND ALL SIEVE SIZE PERCENT PASSING 3/8-INCH 100 PERCENT U.S. NO4 95 TO 100 PERCENT AGGREGATE PASSING THE NO. 200 SIEVE SIZE MUST BE NON -PLASTIC - MINERAL AGGREGATE MUST BE ANALYZED BY AN ACCREDITED LAB USING THE SIEVE SIZES NOTED IN THE TABLE TO THE LEFT, AND MUST MEET THE . REQUIRED GRADATIONS, TA U.S. NO, 10 75 TO 90 PERCENT U.S. NO, 40 25 TO 40 PERCENT 100 4 TO 10 PERCENT U.S. NO. 200 2 TO 4 PERCENT COMPOST TABLE: COMPOST GRADATION SIEVE SIZE MIN. PERCENT PASSING 2-INCH 100 PERCENT 1-INCH 99 PERCENT 518-INCH 90 PERCENT 114-INCH 75 PERCENT COMPOST MUST ORIGINATE A MINIMUM 65 PERCENT BY VOLUME FROM RECYCLED PLANT WASTE COMPRISED OF YARD DEBRIS, CROP RESIDUES, AND BULKING AGENTS, AND MEET THE DEFINITION OF "COMPOSTED MATERIAL" IN WAC 173-350-100. COMPOST SHALL HAVE A MOISTURE CONTENT THAT HAS NO VISIBLE FREE WATER OR DUST PRODUCED WHEN HANDLING THE MATERIAL. COMPOST SHALL HAVE AN ORGANIC MATTER CONTENT OF 40 PERCENT TO 65 PERCENT BY DRY WEIGHT, A CARBON 70 NITROGEN RATIOEL BOW 26:1. AND A pH BETWEEN 6.0 AND 8.0 ABORIST WOOD CHIP MULCH H GRADATION ARBORIST WOOD CHIP MULCH SHALL BE COARSE GROUND WOOD PASSING CHIPS (APPROXIMATELY 112" TO6"ALONG THE LONGEST DIMENSION) PERCENT DERIVED FROM THE MECHANICAL GRINDING OR SHREDDING OF THE ABOVE -GROUND PORTIONS OF TREES. IT MAY CONTAIN WOOD. WOOD 100 PERCENT FIBER. BARK, BRANCHES. AND LEAVES, BUT MAY NOT CONTAIN WEEDS, WEED SEEDS, OR VISIBLE AMOUNTS OF SOIL. TABLE: ARBORIST WOOD CHIP MULL SIEVE SIZE PERCENT 6-INCH 100 2-INCH 95 TO 1.INCH 70 TO 100 PERCENT 5/8-INCH 0 TO 50 PERCENT U.S. NO. 4 0 TO 30 PERCENT UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTSI UNDERDRAIN AGGREGATE, STD. PLAN-262.60 PUBLIC WORKS BIORETENTION SOIL MIX AND MULCH PRCI GAZ 9/28/2018 I DEPARTMENT SPECIFICATIONS �DL ATEI Know har below. Cal I befom you Ali :45 DocuSign Envelope ID: 6EECF586.602A-4E4A-B436-A317AA638878 6" MIN.. SEE - TOP OF BANK NOTE 1 ELEVATION 6" MIN, CONCRETE CURB, SEE STD. PLAN 101 1- FREEBOARD 2% STREET J T TOP OF FUNDING III-11 16. _I I , TRANSITION ZONE SOIL SEE NOTES 2 AND 3 2'4" DEPTH ARBORIST WOOD CHIP MULCH, SEE STD. PLAN 262.60 BIQRFTENTION SOIL MIX. SEE NOTE 4 E BIORETENTION ADJACENT TO CURB 6" MIN.. SEE NOTE 1 SIDEWALK, DRIVEWAY, OR 6' MIN 1" DRIVING SURFACE FREEBOARD 2% TOP OF FUNDING111 i=11-6II IIIIII'Illil TRANSITION ZONE SOIL SEE NOTES 2 AND 3 2"4' DEPTH ARBORIST WOOD CHIP MULCH, SEE STD. PLAN 262.60 BIORETENTION SOIL MIX. SEE NOTE 4 BIORETENTION ADJACENT TO SIDEWALK, DRIVEWAY, OR DRIVING SURFACE WITH FLUSH OR NO CURB NOTES: ?L SHOULDERILEVEL AREA WIDTH TO BE 6ANCH MIN. IN AREAS WITHOUT PARKING. PLANTINGS ADJACENT TO PARKING SHALL BE SELECTED AND SPACED TO ALLOW ACCESS TO VEHICLES. COMPACT TRANSITION ZONE SOIL IMMEDIATELY BEHIND CURB TO 90% MAX, STANDARD PROCTOR DENSITY (ASTM D698). iN TRANSITION ZONE SOIL SHALL BE SIORETENTION SOIL MIX OR AMENDED SOIL PER GENERAL NOTE 1. 4, 18' MINIMUM BIORETENTION SOIL MIX PER STD. PLAN 262.60 TO TOP OF PONDING DEPTH. GENERAL NOTES: 1. SOIL AMENDMENT: SCARIFY OR TILL SUBGRADE TO 3-INCH DEPTH, PLACE 3-INCHES OF TOPSOIL ON SURFACE AND TILL INTO 5-INCHES OF SITE SOIL. SCARIFICATION DOES NOT APPLY TO LINED FACILITIES. TOPSOIL SHALL HAVE A MINIMUM ORGANIC MATTER CONTENT OF 10 % DRY WEIGHT IN PLANTING BEDS AND 5% IN TURF AREAS, AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE ORIGINAL UNDISTURBED SOIL. ..�, SEE STD. PLAN 262.30 FOR CURB CUTS FOR FACILITIES WITH LINERS, PROVIDE LIt2ERAN' CHTDI�P Rom° SW 00 3P -1 CA SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. 17NLSU OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 262.20 ♦R PUBLIC WORKS aPPROVIED. DEPARTMENT BIORETENTION - EDGE TREATMENTS GAZ 9/28/2018 1 Dnn DocuSign Envelope ID: 6EECF586.602A-4E4A-B436-A317AA638878 PLANTING BEDSWNDIS7URBED UNDISTURBED TURF (LAWN) AREAS. VEGETATION, SEE NOTE 1 SEE NOTE 1 UNDISTURBED GRASS SEED OR§CD NATIVE VEGETATION 0 X UNDISTURBED NATIVE SOIL \��\/%,le�% jib/ UNDISTURBED NATIVE SOIL - / / ; y / a_ PLANTING BEDS -4' ARBORIST WOOD CHIP MULCH, =8€E,STD PLAN 202.60 3" OF COMPOST INCORPORATED INTO 5' OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5-. FOR A SETTLED DEPTH OF B") TURF (LAWN) AREAS GRASS: SEED OR SOD 1.75" OF COMPOST INCORPORATED INTO 6.25' OF SITE SOIL (TOTAL AMENDED DEPTH OF 9,5'. FOR A SETTLED DEPTH OF 8") SUBSOIL 4" BELOW T - -1_, SUBSOIL SCARIFIED 4" BELOW SCAR 1 II COMPOST AMENDED LAVER COMPOST AMENDED LAYER -\' (12' BELOW SOIL SURFACE) FIT BELOW SOIL SURFACE) - OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND PLANTING BEDS TURF (LAWN) AREAS T-4" ARBORIST WOOD CHIP MULCH. SEE STD. PLAN 262.60 6'IMPORTED TOPSOIL MIX (COMPACTED DEPTH) SUBSOIL IS I. SCARIFIED 6" ^- BELOW IMPORTED = TOPSOIL MIX :45 �♦ PUBLIC WORKS "` DEPARTMENT 05/27/2020 12" OPTION 5 - IMPORTED TOPSOIL GRASS.,. SEED OR SOD NOTES: 1. AREAS OF NO DISTURBANCE TO BE FENCED AND EXISTING VEGETATION AND SOIL TO BE PROTECTED FROM CONSTRUCTION IMPACTS., 6" IMPORTED TOPSOIL MIX GENERAL NOTES: (COMPACTED DEPTH) 1 TO MEASURE SETTLED DEPTH, WATER SOIL, SUFFICIENTLY TO FULLY SATURATE WITHOLIf CAUSING EROSION SUBSOIL IS 2. COMPOST TO MEET STD. PLAN 262.60. SCARIFIED 6" BELOW IMPORTED 3. COMPACTION OF TOPSOIL (WHERE REQUIRED) TOPSOIL MIX TO BE TO 85% OF STANDARD PROCTOR. 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 264.00 APPR O. 45 DocuSign Envelope lD:6EECF586-602A-4E4A-6436-A317AA638878 MATCH MATCH I-- GUTTER CURB WIDTH WIDTH • STREAMBED 6" COBBLES, IT MIN. y SEE NOTE 3 a O °•• 6. ,( 78"-24"" '.TAPER TVP.) DESIGNER F3 oO�QOOo�o�O 12' TO SPECIFY, SEE NOTE 2 ' FLOW ° A • ,..-,• 00000a000 °° O 0�00000 -U O 3'.6" MIN, l I lQ) 6" MIN." TAPER GUTTER AT CURB CUT TO MATCH GUTTER SLOPE UPSLOPE AND DOWNSLOPE OF CURB CUT PLAN SPLASH APRON ?"GUTTER DEPRESSION AT FLOWLINE GUTTER UPSLOPE AND TYPICAL SIDE SLOPE DOWNSLOPE OF CURB CUT _ -�- 2"4' ARBORIST WOOD CHIP SLOPE \ \ 25 MULCH, SEE STD. PLAN 262.60 -_� INFLOW Q 11M FR.EE�CTA_R_D, �-1117 ROADWAY 8" 18" 1" DROP TO COBBLES O 4' CRUSHED SURFACING " ,H'rt .1; A41DI,<F- TOPCOURSE Tdst-.�,3',`..�rT;� _ BIORETENTION FACILITv,jd '.. Y A M T I W \ <9qr �� CO PAC SO L BELOW L' ,t COBBLES. SEE NOTE 4 � /�.. � ��� - .• `� f' ��-�f-'(� - -� �i -� �S - �Y T� t NOTES: SECTION A UNCOMPACTED BIORETENTION SOIL MIX (ISM), SEE STD. PLAN 262.60 1. SEE STD. PLAN 262.20 FOR EDGE TREATMENT OUTSIDE INLET AREA. 2- INLET CURB CUT WIDTH SHALL BE 24" ON GUTTER SLOPES 2 5% AND 18" ON GUTTER SLOPES � 5%. 3. STREAMBED COBBLES SHALL BE 6' COBBLES PER WSDOT 9-03.11 2 . COBBLE PAD TO BE 8" THICK WITH 1:1 SIDE SLOPES TAPERING TO 17" WIDE AT FACILITY BOTTOM. 4. COMPACT BIORETENTION SOIL MIX UNDER COBBLES T090% MAX STANDARD PROCTOR DENSITY (ASTM DI GENERAL NOTES: 1- BOND NEW CURB AND GUTTER TO EXISTING CURB AND GUTTER WITH EPDXY AND DOWEL CONNECTION, IF RETROFITTING INTO EXISTING CURBLINE REFER TO STD. PLAN 101-10 FOR EXPANSION JOINT DETAIL- 2. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTSj STD. PLAN - 262.30 �� 1♦�. PUBLIC WORKS BIORETENTION - CURB CUT INLETS FPR D 9/z8/zo18 I , DEPARTMENT GAZ Dnn SOIL AMENDMENT SECTIONS GAZ 9/28/2018 I :45 AN IDATC, PLO ENGINEERING Surveyors & Civil Engineers P.O. Box 412 Ravensdale, WA 98051 (206) 420-7130 www.PlogEngineering.com DocuSign Envelope ID: 6EECF586-602A-4E4A-B436-A317AA638878 :45 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 CAST IRON BEEHIVE GRATE AND FRAME, SEE NOTE 1 CATCH BASIN ADJUSTMENT SECTION AS REQUIRED, DESIGNER TO SPECIFY ELEVATION OPTIONAL 6" OR 8" STREAMBED COBBLER'S PER WSDOT 9-03.11(2), SEE NOTE 2,,'�S // DESIGN PONDING '\ / ELEVATION SEE NOTE 3 VARIES. 5' MAX. UNDERDRAIN PIPE, IF REQUIRED, SEE NOTE 4 fTYP.) SEE STD. PLAN 262.10 6" MIN. IIIIIIIIIIIIIIIIIIIII CATCH BASIN TYPE 1 PER STD. PLAN 200.00 OR OTHER STRUCTURE WITH APPROVAL STORM DRAIN PIPE. / DESIGNER TO SPECIFY J 12' MIN. SUMP SE vCONCRETES 111N-_ 5" MIN. GRAVEL BACKFILL FOR DRAINS, COMPACT PER WSDOT STD. SPEC. 9-03.12 4 11 NOTES: 4 8... FRAME AND GRATE SHALL BE LOCKING AND GRATE SHALL BE BOLTED TO FRAME. FRAME SHALL CONFORM TO WSDOT STANDARD PLAN 8-30.10-01. GRATE TO BE DUCTILE IRON BEEHIVE GRATE FITTING 20"x24" FRAME. OLYMPIC FOUNDRY PART SM60BH OR EQUAL. SEE STANDARD SPECIFICATIONS 9-05.15(2). MINIMUM STREAMBED COBBLE DIAMETER SHALL BE LARGER THAN MAXIMUM GRATE OPENING. SL ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9.04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS. RINGS, RISERS, AND FRAMES. WHEN CONNECTING TO ANEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. GENERAL NOTES: 1. PLANT SPACING WITHIN FACILITY TO ALLOW MAINTENANCE ACCESS TO STRUCTURE, .� 12-INCH MIN. CLEARANCE WITHIN OVERFLOW STRUCTURE SHALL BE PROVIDED FOR MAINTENANCE ACCESS. Be. OVERFLOW PIPES MUST BE LOCATED AT AN ELEVATION HIGHER THAN THE STORM DRAIN HYDRAULIC GRADE LINE TO PREVENT BACKFLOW INTO THE BIORETENTION FACILITY. OVERFLOW STRUCTURE SHALL BE LOCATED WITHIN 10 FEET OF ROAD EDGE FOR MAINTENANCE ACCESS. UNLESS APPROVED OTHERWISE. OVERFLOW STRUCTURE MAY BE LOCATED IN SIDE SLOPES. 15, SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 262.40 ♦ PUBLIC WORKS BIORETENTION - OVERFLOW OUTLET APPR ED. DEPARTMENT GAZ 9/28/2018 STRUCTURE DATE F_ TT_ II _j I I 1' MIN. CURB CUT 70 CATCH BASIN EDGE OF CATCH BASIN II _ dla - ` 'A rto 1 G3 $ W le C, a - � � _ 1. +, ,SR Cr7 fxl 9J Cs, -7 Fl c1 _, , �+2 li RF IRS"� I I \ - A.B,C UTILITY MAIN )' �- m7 O S:I 4 S d �3 ❑ 65,1 I I CROSSING -:ice '�� / I- I '6' W >B •- 'C-3 � ® 8 S:' � 4 ® © tea' E' �- -------- -------F__ .�- • UTILITY SERVICE I I . '.;^ r� r� P} �{y © CROSSING * M fl 'Gl © �! E*7 INE3Je E+7 e © �. rA s sa e c B --K W IN Q tiA W fl W W o Q W I I , 7 FA 1, 4 1 W W r� © m 10 9 W ©� / d8 Wfl Efl 'N'W W Q7 S]+ Q * El i<J :z ' .. -�`J .. -��W €J Q ,E7 C �` '1,��� . ® . . . . . Pti44i�® c --1��� 6} 14 BIORETENTION FACILITY I{^II I� J C� A Pill Czl 3,* 24 OPTIONAL UTILITY TRENCH DAM (TYP.). DES GNER TO SPECIFY GENERAL NOTES: 1. ABANDONED UTILITIES WITHIN FOOTPRINT OF FACILITY AND OBSERVED DURING CONSTRUCTION MUST BE REMOVED. COORDINATE WITH MUNICIPAL OR PRIVATE OWNER AND ENGINEER. 2, HORIZONTAL SEPARATION BETWEEN WATER MAIN WALL AND TOP OF SLOPE OF THE BIORETENTION FACILITY SHALL BE NO LESS THAN 7 FEET. 3. FIRE HYDRANTS SHALL BE A7 LEAST 5 FEET FROM BIORETENTION FACILITY FOOTPRINT. 4. WATER METER SHALL BE LOCATED OUTSIDE BIORETENTION FACILITY FOOTPRINT. 5. MANHOLES SHALL BE LOCATED OUTSIDE BIORETENTION FACILITY FOOTPRINT. 6, A MINIMUM OF 1 FOOT SEPARATION BETWEEN SANITARY SEWER CROSSINGS AND UNDERDRAINS SHALL BEMMINTAINED. 7. UTILITY SERVICE AND UTILITY MAIN CROSSINGS SHALL BE MADE PERPENDICULAR TO TILE BIORETENTION FACILITY. 8. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 265.00 PUBLIC WORKS APPROVED _• UTILITY CROSSINGS BIORETENTION GAZ 9/28/2018 I CIS DEPARTMENT DATE 45 AN DocuSign Envelope ID: 6EECF586-602A-4E4A-B436-A317AA638878 :45 PLANTING ZONES,,'e T SEE BELOW I I I I 2--4- DEPTH ARBOIRIST II I I I WOOD CHIP MULCH. SEE STD. PLAN 262.60 BOTTOM WIDTH SIDE SLOPE AT MIN. 18" TREE. SEE NOTE 1 ROADWAY SIDEWALK OR LANDSCAPING -� 2"-12" PONDING - - DEPTH �IIHI-IHI / IIHII II I 111-11 �I I .1 TRANSITION ZONE SOIL. ,* SEE STD. PLAN 262.20 - 6 MIN •�.---. 5 - �: IN SIORETENTION SOIL MIX. SEE STD. PLAN 262.60 ;_ 1v-. - - • r SCARIFIED AND UNCOMPACTED SUBGRADE NOTES: 1. WHERE NOT CONFLICTING WITH REQUIRED CLEARANCES OR UTILITIES. TREES MAY BE LOCATED IN BIORETENTION. REDUCE BOTTOM WIDTH TO 6" MIN. AND INCREASE SIDE SLOPE TO 1.5H, 1V ADJACENT TO TREE. TREES TO BE LOCATED ONLY OUTSIDE OF LINER FOR LINED FACILITIES. GENERAL NOTES: 1. ALL PLANTS SHALL BE SELECTED WITH A MAXIMUM MATURE HEIGHT NOT GREATER THAN 30-INCHES ABOVE THE TOP OF THE FACILITY, WITH THE EXCEPTION OF TREES AND ACCENT SHRUBS. 2, SEE STD. PLANS 262.00, 262.10, AND 262-20 FOR SECTION VIEWS OF BIORETENTION FACILITIES. 3. SEE THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM TABLE C.2.6 A FOR A SELECTION OF APPROVED WATER TOLERANT PLANTS. ADDITIONAL SPECIES ARE ALLOWED WITH CITY APPROVAL, 4, SELECT A MINIMUM OF 50 % EVERGREEN PLANTS. 5. PLANTS ADJACENT TO STREET, DRIVEWAY, OR SIDEWALK SHALL BE SELECTED AND SPACED TO ALLOW ACCESS TO VEHICLES AND NOT IMPEDE PEDESTRIANS. 6. PLANTS SHALL BE SPACED TO ENSURE CLEAR ACCESS AND UNIMPEDED FLOW FROM INLETS, OUTLETS. AND OVERFLOWS. 7. CONTINUE MULCH FOR A MINIMUM OF 2-FEET PAST THE TOP OF BANK ELEVATION OR INSTALL LANDSCAPE EDGING IF FACILITY IS ADJACENT TO TURF. 8. PLANTING DESIGN SHOULD MINIMIZE COMPACTION OF BIORETENTION SOIL MIX THROUGH PLANNED MAINTENANCE ACCESS. ANNUAL PLANTS REQUIRING SOIL DISTURBANCE FOR HARVESTING CARROTS OR ANNUAL REPLANTING ARE NOT PERMITTED- (E.G.( ) 9, SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS, TABLE: PLANTING ZONES ZONE PLANT TYPE LOCATION _ O EMERGENTS, PERENNIALS B LOW SHRUBS (PEA NIS FACILITY BOTTOM THAT CAN TOLERATE STANDING WATER) EMERGENTS, PERENNIALS B LOW SHRUBS (PLANTS 2) THAT CAN TOLERATE OCCASIONAL STANDING P LOWER SLOPE TO TOP OF FUNDING WATER) OGROUNDCOVERSISHRUBS UPPER SLOPE I SIDEWALK GRADE OOO ACCENT SHRUB (SELECT APPROPRIATE SHRUB SIDEWALK GRADE! LOWER SLOPE !FACILITY BOTTOM BASED ON ZONE) OTREE UPPER SLOPE, SEE NOTE 1 UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE I NTS) STD. PLAN - 262.50 ♦ : PUBLIC WORKS BIORETENTION PLANTING - APPR ED. DEPARTMENT GAZ 9/28/2018 I SECTION VIEW DATE I � 30 MIL MIN_ gkoMEMBRANE -I LINER 1� r ^'._ 30 MIL MIN. GEOMEMBRANE 12' MIN LINER i DESIGNER TO SPECIFY f.f?"., - [- �= DESIGNER TO SPECIFY MIN. PIPE .,-, .rJr DESIGNER TO MIN. CLEARANCE , V "' �"�"' COVER AS REQUIRED SPECIFY MIN. PIPE �ARQUNDII,T" ----E„Fr NOTE 3 BY UTILITY PROVIDER, - .- COVER AS REQUIRED BY UTILITY PROVIDER, 30' MIN. VERIFY MIN. SEPARATION TO BOTTOM OF FACILITY. SEE NOTE 3� ` I '\ 30" MIN. EMBED LINER 3" MIN. /� INTO NATIVE SOIL NATIVE SOIL, SEE NOTE 2{ NATIVE SOIL, _ SEE NOTE 2� EXISTINGTFFILITY'SER C TO EXISTING UTILITY SERVICE 70 REMAIN IN PLACE, SEE NOTE 1 REMAIN IN PLACE, SEE NOTE 1 SECTION - SHALLOW UTILITY SERVICE SECTION - SHALLOW UTILITY SERVICE ���� UNDER BIORETENTION FACILITY / A ''Y WITHIN BIORETENTION FACILITY r SCALE NTS 65. J SCALE. NTS r, � ,.{ 1 DESIGNER TO SPECIFYH!LJ% MIN. CLEARANCE AROUND - e UTILITY. SEE NOTE 3 DESIGNER TO SPECIFY DESIGNER TO IRE COUTIRLITY yIZ" S PECIFY MIN. PIPE SMIN QUIRED COVER AS REQUIRED _--_ PROVIDER, 30"MIN- BY UTILITY PROVIDER, 30" MIN. 30 MIL IN, GEOMEMB, LINER `'��(` '�� UTILITY SERVICE PIPE CASING PER STD PLAN 412 JDi D C'INER 3' MIN. NATIVE SOIL. EXISTING UTILITY MAIN TO INTO NATIVE SOIL SEE NOTE 2 REMAIN IN PLACE SEE NOTE 1 SECTION - ENCASED UTILITY SERVICE SECTION - SHALLOW UTILITY MAIN WITHIN BIORETENTION FACILITY WITHIN BIORETENTION FACILITY D SCALE NTS 65.0 SCALE: NIS I< .. NOTES: 1. CONTRACTOR SHALL LOCATE AND DETERMINE DEPTH OF EXISTING UTILITY WITHIN THE FOOTPRINT OF THE BIORETENTION FACILITY WHILE LIMITING THE AMOUNT OF DISTURBANCE TO THE SOILIBACKFILLIMATERIAL OVER AND AROUND THE UTILITY PIPE. IF ELECTROMAGNETIC UTILITY LOCATING, POTHOLING. OR OTHER METHOD REVEALS THAT THE UTILITY PIPE DOES NOT MEET THE REQUIRED CLEARANCE FROM THE BOTTOM OF THE BIORETENTION FACILITY. THE UTILITY PROVIDER MAY REQUIRE IMPLEMENTATION OF PROTECTION MEASURES THAT EXCEED STANDARDS SHOWN PER THEIR OWN STANDARDS OR REQUIRE THE EXISTING UTILITY TO BE RELOCATED OUT OF THE SIORETENTION SECTION. EXISTING UTILITIES AND NATIVE SOIL AROUND EXISTING UTILITIES SHOULD REMAIN IN PLACE WHERE POSSIBLE. IF A PORTION OR ALL OF THE UTILITY IS UNCOVERED DURING EXCAVATION OR EXISTING SOIL WITHIN 1 FOOT OF THE KNOWN EXISTING UTILITY IS SCARIFIED, NATIVE SOIL OR APPROVED ENGINEERED BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED AROUND THE UTILITY PER THE UTILITY PROVIDER'S REQUIREMENTS- 3. PROVIDE THE MINIMUM CLEARANCE AROUND THE UTILITY SERVICE OR MAIN AND SETBACKS FROM STRUCTURAL ELEMENTS 0-E. CATCH BASINS, MANHOLES, VAULTS, ETC-) PER THE UTILITY PROVIDER'S REQUIREMENTS. GENERAL NOTES: 1. ANY DISCREPANCIES BETWEEN THE EXISTING UTILITIES SHOWN IN THE DESIGN DRAWINGS AND THE ACTUAL FIELD CONDITIONS SHOULD BE COMMUNICATED 70 THE ENGINEER IMMEDIATELY. 2. UTILITY MAINS SHALL NOT BE SUBJECT TO LOADING FROM NEW CURBSANALLS, LOAD BEARING LINES TO BE DETERMINED BY THE GEOTECHNICAL ENGINEER, 3. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 265.10 ♦ PUBLIC WORKS PPR D: DEPARTMENT UTILITY CROSSINGS - BIORETENTION SECTIONS GAZ 9/28/2018 I DATE 1 READY FOR SUBMITTAL MXP 05/27/2020 MXP suRvevED: MXP SCALE. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 � 2 1ST REVIEW REVISIONS MXP 11/05/2019 MXP SEE GRAPHIC CITY O F DESIGNED: MXP 3 2ND REVIEW REVISIONS MXP 04/05/202 MXP DATUM Nklo RENTON Planning/Building/Public Works Dept. 4 3RD REVIEW REVISIONS MXP 05/27/2020 MXP DRAWN: CM ONE INC" CHECKED: MXP AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE APPR SCALE ACCORDINGLY APPROVED: MXP 45 AM O O O IN L0 O CV O O O 00 r J �Z -45 AN � O O r a_ R - 406218 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 Q SURFACE WATER UTILITY jfarah 06/24/2020 0 DATE. 05/27/2020 CIVIL PLAN SET /�ij HAEVIN RIDGE SHORT PLAT PAGDROOK RENTON, WA DRAWING NO.z 080-18 > w D R A I N A G E D E T A I L S SHEET: OF 18 23 2 N Q0 O O I- Q n O Cn W O Lill z_ W Q LIJ Cn c o) In 5 W Z A PORTION OF SE 1 /4 OF THE SE 1 /4 OF SEC 32 , T 23 N, R 5 E, W. M. P L A N T S C H E D U L E T R E E S: Magnolia v. `Henry Hicks'/ SWAMP MAGNOLIA min. 2-1/2" cal., street tree form 13 Acer ginnala `Flame'/ AMUR MAPLE min. 2" cal., single trunk 19 o Calocedrus decurrens/ INCENSE CEDAR min. 6'-0" hgt. 4 i\il + Chamecyparis o. `Gracilis'/ SLENDER HINOKI CYPRESS min. 6'-0" hgt. 4<' / r,6rro tia p. `Vanessa'/ IRONWOOD min. 2" cal. / 5\ Al 1 O Ps tsuga menziesii/ DOUGLAS FIR min. 8'-0" hgt. 8 r 1 us c. `Capital'/ FLOWERING PEAR min. 2" cal., street tree form S H R U BS�P E R E N N I A L SG R O U N D C O V E R S 21 =° Carex oshimensis Evergold'/ VARIGATED JPN. SEDGE 1 gal. 7 Cornus s. `Isanti'/ ISANTI DOGWOOD min. 18" spr. as needed l�l��l Gaultheria shallon/ SALAL 1 gal. CAD 30" o.c. tri. spacing 47 Ilex c. `Convexa'/ JAPAN. BOXLEAF HOLLY min. 18" spr. as needed L Juncus patens/ SPREADING SPIKERUSH 4" pots ® 12" o.c. tri. spacing as needed Mahonia repens/ CREEPING MAHONIA 1 gal. ® 30" o.c. tri. spacing leader 43 o Myrica californica/ PACIFIC WAX MYRTLE min. 36" hgt., prominent leader as needed Prunus I. `Mt. Vernon'/ DWARF LAUREL 1 gal. ® 30" o.c. 54 Ribes s. 'King Ed. VII'/ FLWG. CURRANT min. 24" hgt. 96 Vaccinium ovatum/ EVERGREEN HUCKLEBERRY min. 24" hgt. * Plant sizes are specified per the American Standard for Nursery Stock, Publication - May 2, 1986 sponsored by the American Association of Nurserymen, Inc. * If plant quantity shown on schedule conflicts with what is represented by symbol on Plan, the quantity represented by symbol shall be used. * Plant names shown in `bold' re native/ drought tolerant-PNW adaptive species. GENERAL NOTES: PLANTING NOTES (cont.): 1. Coordinate work with other trades as required. Determine texture shall be used as an amendment. Provide textural and location of underground utilities and perform work in a manner nutrient analysis for review and approval. Minimum soil which will avoid possible damage. Coordinate with Utilities specifications after amendments shall show a minimum organic Underground Location Center and Owner for locations of content of 10% (by weight) and pH shall be between 5.5- 7.0. existing underground utilities, etc. servicing or routed through See BMP T5.13 in WDOE Stormwater Management Manual for the site. Western Washington. 2. Provide protection of all property, persons, work in progress, 2. Soil Preparation: Planting Beds: See City of Renton structures, utilities, walls, walks, curbs and paved surfaces Standard Plan-264.00 Soil Amendment Sections Options 2,3 from damages incurred arising from this work. The Contractor and 4/ Planting Beds for scarifying and amended soil depths. shall pay for any such damage at no additional cost to the All Other Pervious Areas Other than Planting Beds (above): Owner. See City of Renton Standard Plan-264.00 Soil Amendment 3. Prior to beginning any construction activities, arrange an Sections Options 2,3 and 4/ Turf Areas for scarifying and on -site pre -construction meeting with Owner's Representative amended soil depths. to discuss and review Tree Protection Measures around Bio-Retention Facility: See Civil Plans for Bio-Retention existing trees to be retained (if noted). Planter grading, cross section and underdrain (if required). 4. During construction, keep pavements, building clean. Place imported (or amend existing soils) and mulches per 2017 Protect site and adjacent properties from damage due to City of Renton Surface Water Design Manual Section 6.8 construction operations, operations by other Contractors/trades Bioretention Facility Designs. and trespassers. Unfinished and completed work shall be 3. Fertilize all installed plants during backfill operations (except protected from damage by erosion or trespassing, and proper for Bio-retention Facility) with 4-2-2 Agro Transplanter as safeguards shall be erected to protect the Public. recommended by Manufacturer. 5. Staking and Layout: Immediately notify Landscape Architect 4. Substitutions or changes in materials and placement shall in writing of any variance between plans and actual site. be made only on the written change orders as agreed between Landscape Architect has the right to adjust the location of Contractor, Landscape Architect, City and Owner. elements. Verify layout with Landscape Architect prior to any 5. Mulch all newly planted ornamental beds with a minimum installation work. three inch (Y) depth of approved coarse bark 'mulch' mix or 6. Verify installation conditions as satisfactory to receive work. Arborist's Chips. Finish grade of mulch shall be 1" below Do not install any site elements until any unsatisfactory adjacent hard surfaces/ walls. conditions are corrected. Beginning of work constitutes 6. Stake trees per detail and as directed by Landscape acceptance of conditions as satisfactory. When conditions Architect. detrimental to plant growth/contructed elements, are encountered such as rubble fill, adverse conditions, or obstructions, notify Landscape Architect. 7. New Landscape Plantings will be watered by a Bidder Design Automatic Irrigation System submitted for approval to Owner's Representative prior to beginning landscape construction. PLANTING NOTES: 1. Planting soil for new planting areas shall be an approved Compost cultivated into the existing prepared subgrade. If existing subsoil is determined to be not suitable by Landscape Architect, a pre -mixed garden soil with a 'Sandy Gravelly Loam' ©2019 Copyright Glenn Takagi Landscape Architect. All Rights Reserved. All drawn and written information incorporated herein is an instrument of professional practice and is the property of Glenn Takagi Landscape Architect and not to be used in whole or in part without the written authorization of Glenn Takagi Landscape Architect. FOUND REBAR AND CAPI \ LS 35974 I \\ 0 1 N 3"305, 91 q.3 �P FOUND 1 /2" SPIKE 0.4' EAST & 0.3' NORTH I u� Ay LF i�ln■ .� 6-0" Wood 1. Y Tree to be Retained I I\` \` � \ \ \ 1 2,024 SF ``� \ \ \ 3 _ I TRACT \ O I I I`\ LOB. 6 I '� 's 51426 NSF I0�\\ • \� \` ST B \`� 1 DRANOAG& 753�I \ �\I EASEMENT` I `� \\46 742 I I TRACT \ _ 729 r 6 316 7� o 1. 6'-0" \ ood Screen �) `' � Fence(Red)O 15 0 ZD I T N I APN I 1,2 S "W 36.5 LOT //4 I n 5,155 SF \\ _ /1 o S1.10'50"W 10.23' \ S8 2 01' L=10.11' \`\ N \ I :O I00 I I I I\\\\ LOT 5 10' \ ------- ------------- --- ` 5,450 SF I � \ ` I \ I 6'-0" Wood Screen - Fence (Red) 1010101150-5-01.1 MV mil - ■■�l�■11■Street ightP'le OffsetStreet Light / \ll►i i \ 1 1 % ' 1 i.� ��� E�L•����lR�� Q�it�: i.l �L� >• � � F�-w�•�ik:r�.�l�tit> �7► .z _ i� _ ,..-� M , .his • �R �`A�ii .i���� �Yi Zip : i !► 3 \ may► �F._• a �� 4:' - ���(� � ��J� �,he �� - ►� - it I Chi 71 bispersion Trench (typ•) I Tree to be Removed I I \\ \\ 1 \ I \ I i t \�09 I CI (typ') I `� � 1 710 708 �y ' LOT 3 I I `\ LOT 2 \\ LOT 1 \` 3 1 I\ N \\ 5,174 SF \\ i I \\ 5,02-1 SF ,\\ 6 \i 5,)`68 SIF } ,r \ -7 71 O I \ N1i 10'50"E 8.78' ` 770 C=1 1.56' 25.00' I I I + / I 4.0' 4 .5 I 0' a - 35. ' 13.3' i d e ail k41 - ---- �- -- -�- --- --�-------I 1 �� ti --------------- S89`31'15 _.,j059114 - PUBLIC R OaD Street ree 10,769 SF ; `\ � \\ Drivewa (typ. - _V ss ss \ TREE REPLACEMENT/ DENSITY CALCULATIONS: (See also TREE RETENTION PLAN and Consulting Arborist Report) Tree Replacement Requirements: Total Significant Trees- 31 Significant Trees Required to be Retained- (30% of 31) = 9.3 Significant Trees Retained- 9(736,7371746,752,753,758,759,766,A) Total Quantity of Trees to be Replaced- 0.0 Tree Density Requirements: 2 trees per 5000 s.f. of Lot 6 Lots times 2 trees each = 12 trees (@ 1-1 /2" ea.) = 18 inches Total Tree Inches Provided- 111 inches (Deciduous Trees= 55 inches, Conifer Trees= 28 (qty.) x 2" ea. = 56 inches) - \ 55.0' ' FOUND 1/2" SPIKE 0.5' WEST & 0' 10' 20' 40' SCALE: 1 " = 20'- 0" North 9 N 0 a- w \ r- w n , aoo Q 3: 0 N \ ` o I 0 \ , l \ / R-406Z 9 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING amorganroth 06/23/2020 U Q J Q J O V) W 0 0 Glenn Takagi 1 CORR. PER 6.7.18 STAFF REPORT SITE PLAN REVS GT 12.19.18 �"R"�'m` DATE. CENTREPOINTE , HORRZONTAAL- NAD 19&�••, CITY O F H A E VI N RIDGE SHORT PLAT 10.23.19 z Landscape Architect 2 CORR. PER 5.17.19 REDLINES PER J. JOHNSON GT 10.23.19 �la,� 1 -20 � FlELaeooKe ? 18550 Firlands Way N, 3 CORR. PER CITY REDLINES GT 2.7.20 GT R) PAM Shoreline, WA 98133 DRIVEWAY -FENCE DETAIL GT 5.11.20 GT R E N TO N DRAWNG NO. 542.6100 �EC. � ONE INCH DATUM V--I 206.542.6100 hlink.net AT FULL SCALE Planning/Building/Public Works Dept. LANDSCAPE PLAN Q IF NOT ONE INCH NO. REVISION BY DATE APPR AFPRGMSCALE ACCORDINGLY SHEET OF. T L1 2 = Whole Sheet-2.7.20 2" ROUND PRESS. TREATED PINE POLE (OR APPROVED EQUAL) SET TO LEE OF PREVAILING WINDS. AMENDED BACKFILL EXISTING SLOPE 2:1 TRANSITION SLOPE PLANT PIT MATH ANGLED SIDES SECURE W/ LOOP OF CHAINLOCK. WOOD CHIP MULCH PER SPECIFICATIONS FORM 6" HIGH CONTINUOUS WATER BASIN RIO -111 0 nlwl� -UNDISTURBED NATIVE SOIL OR COMPACTED OR 3 TIMES WIDTH OF ROOTBALL SUBGRADE CONIFEROUS TREE PLANTING NOT TO SCALE UNDISTURBED SOIL y J �) I 2-3" MIN. MULCH. HOLD j Jt BACK 3" FROM BASE r , , OF TRUNK 4 J WATER RETENTION BERM • III- =1I I1=1I I I- I� ROOT BALL N­ AMENDED DO 3 mugs + 1 0 MI BACKFILL GENERAL SLOPE PLANTING NOT TO SCALE ©2019 Copyright Glenn Takagi Landscape Architect. All Rights Reserved. All drawn and written information incorporated herein is an instrument of professional practice and is the property of Glenn Takagi Landscape Architect and not to be used in whole or in part without the written authorization of Glenn Takagi Landscape Architect. Z oC $ U CHAINLOCK TIES MIN. 1.5 x 1.5 IN. APPROVED STAKE MATERIAL ALL STAKES SHALL BE DRIVEN OUTSIDE THE EDGE OF THE ROOT BALL AMENDED BACKFILL 18"- DEEP ROOT BARRIER (PLASTIC), # AS REQUIRED (MIN. 12'0"). SET 1/2" BELOW GRADE ON SIDE TO BE PROTECTED (Public Street/Sidewalk). COMPACTED AMENDED BACKFILL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. PORTION OF NE 1 /4 SEC 15 T 23 N, R 5 E, W. M. ° a °° �4 __---EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL 4 IN. HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL �— FINISH GRADE +'+++ NT PIT WITH ANGLED SIDES ROOT BALL TT " IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE MARE BASKET IN FOUR PLACES AND FOLD DOWN 8 IN. INTO x ROOTBALL PLANTING HOLE. SET TOP OF ROOT I BALL FLUSH TO GRADE 1-2 IN. HIGHER IN SLOWLY DRAINING SOILS. TIGHTEN TIES ONLY ENOUGH TO KEEP FROM SUPPING. ALLOW FOR SOME TRUNK MOVEMENT. CHAINLOCK SHALL BE LONG ENOUGH TO ACCOMMODATE 1.5 IN. OF GROWTH. Glenn Takagi Landscape Architect 18550 Firlands Way N, Shoreline, WA 98133 206.542.6100 glenco1029@earthlink.net DECIDUOUS TREE PLANTING NOT TO SCALE RARING BEOSNNOISTURBFO UNDISTURBED TURF (LAWN) AAEAS. VEGETATION, SEE NOTE I SEE NOTE I UNDISTURBED GRASS SEED OR SOD NATIVE VEGETATION UNOISTURBEu NATIVE SOIL UNDISTURBED NATIVE SOIL OPTION 1 - NO DISTURBANCE PLANTING BEDS rA• AIMMST WOOD CHIP MULCH. SEE STD PLAN 26260 3-OFCOMROSTINCORPORATED INTO 5" OF SITE SOIL {TOTAL AMENDED DEPTH OF 9.5•, FOR A SETTLED DEPTH OF n a• TURF (LAWN) AREAS GRASS. SEED OR SOD 1 7S" OF COMPOST INCORPORATED INTO 625" OF SITE SOL (TOTAL AMENDED DEPTH OF 9-5. FOR A SETTLED DEPTH OF W) 'f. �. `"•... SUBSOIL SCARIFIED 4- BELOW SUBSOIL SCARIFIED 4" BELOW _ _ .'r .-- - - COMPOST AMENDED LAYER COMPOST AMENDED LAYER - (IT BE LOW SOIL SURFACEI (IT BELOW SOIL SURFACE) - Ilfj Z OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND 3-d- ARBOR IS T W000 CHIP MUCH, SEE STD PLAN 262 60 6- IMPORTED TOPSOIL MIX (COMPACTED DEPTH) SUBSOIL IS SCARIF IED 6' BELOW IMPORTED TOPSOIL MIX PLANTING BEDS PUBLIC WORKS DEPARTMENT TURF (LAWN) AREAS 6" TZ- OPTION 5 - IMPORTED TOPSOIL �j�BdtB OR CONTAINERIZED SHRUB, TYP \ Y \W_f SET ALL PLANTS AT NURSERY LEVEL MIN 2"-3" OF MULCH (PER SPECS) \ \ / DEPTH (SEE SSPPECS�EPARATION FINISH GRADE ) DEPTH PER SPECS FttAAOVE CONTAINER COMPLETELY OR REMOVE ROOTBALL DEP BUR AP, WIRE & STRING FROM LL NATIVE BACKFILL MATH SOIL AMENDMENTS. (SEE SPECS.) ROOTBALL + 1 b" MIN UNDISTURBED SUBGRADE f; (PROVIDES FIRM BASE SO THAT OR 3 TIMES WIDTH OF ROOTBALL ROOTBALL WILL NOT SINK) 3 SHRUB PLANTING NOT TO SCALE GRASS: SEED OR 500 NOTES: 1, AREAS OF NOOI8TURBANCE TO BE FENCED AND EXISTING VEGETATION AND S06- TO BE PROTECTED FROM CONSTRUCTION IMPACTS 6-IMPORTED TOPSOIL MID GENERAL NOTES: (COMPACTED DEPTH) I, TO MEASURE SETTLED DEPTH. WATER SOIL • SUFf ICIENTLY TO FALY SATURATE WITHOUT CAUSING EROSION SUBSOIL IS 2, COMPOST TO MEET STD. PLAN 262.50. SCARIFIED 6• BELOW IMPORTED S. COMPACTION OF TOPSOIL (WHERE REQUIRED) TOPSOIL MIX TO BE TO 85%OF STANDARD PROCTOR 4 SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REOUIREMENTS UNLESS OTNERWRE NOTED. DRAWING IS NDT TO SCALE (NTSI STD. PLAN - 264.DO AvvR o SOIL AMENDMENT SECTIONS GAZ 9/28/2018 1 9:4 DATE 1 CORR. PER 6.7.18 STAFF REPORT/ SITE PLAN REVS 2 CORR. PER 5.17.19 REDLINES PER J. JOHNSON 3 CORR. PER CITY REDLINES DRIVEWAY —FENCE DETAIL REVISION S1JRVENM CENTREPOINTE GT 10.23.19 MM GT 2.7.20 �T GT 5.11.20 CT GT BY DATE APPR I ffmamT End Post 1 x 6 Board (— Line Post PLAN VIEW JUTE FABRIC UNDERNEATH BARK MULCH ON SLOPES OVER 2:1 MIN 2-MULCH (PER SPECS) FINISH GRADE TYPICAL GROUND COVER PLANTED AT NURSERY LEVEL SOIL AMENDMENT MIXED W/ '' NATIVE SOIL (SEE SPECS) SCARIFIED SUBGRADE SEE SPECS. rA GROUND COVER PLANTING NOT TO SCALE 7'-0" max. ^ I i oDn 4 ep Bottom dear of ELEVATION VIEW ~ GROUND COVER PLANTING Q NOT TO SCALE R-406220 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~ ry O CURRENT PLANNING _ amorganroth 06/23/2020 Ld 0 IIL1A141 ­2� CITY OF HAEVIN RIDGE SHORT PLAT DALE 10.23.19 z II RENTON PAM > ATIIJLLSGIE -(�� IIJ • Planning/Building/Public Works Dept. LANDSCAPE DETAILS w Q DMVM ND: IF NDT DIE NW STALE AC>LYl Y SHEEP OPL2 2