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W w o � CHIPOTLE RENTON w � > LOCATED IN RENTON, WA � LOT Y OF KING COUNTY BOUNDARY LINE ADJUSIMENT NO. L07LOO40 REC 2007082290006 - LOCATED IN NE 1/4 OF NW 1/4 OF 32-23-05 DRAWING INDEX SHEET NUMBER SHEET TITLE C1.0 COVER SHEET C1.1 GENERAL NOTES C1.2 EXISTING CONDITIONS C2.0 DEMO PLAN C3.0 TESC PLAN C4.0 SITE PLAN C5.0 GRADING AND DRAINAGE PLAN C6.0 UTILITY PLAN C6.1 SEWER AND WATER PROFILES C6.2 LIGHTING PLAN C7.0 DETAIL SHEET 1 C7.1 DETAIL SHEET 2 C7.2 DETAIL SHEET 3 C7.3 DETAIL SHEET 4 C7.4 DETAIL SHEET 5 L0.0 COVER L1.0 MATERIALS PLAN L2.0 SOILS PLAN L5.0 LANDSCAPE PLAN ABBREVIATIONS AB - AGGREGATE BASE EP - EDGE OF PAVEMENT RD - ROOF DRAIN AC -ASPHALT FF - FINISHED FLOOR RW - RECLAIMED WATER AHJ - AUTHORITY HAVING JURISDICTION FG - FINISHED GRADE R/W - RIGHT-OF-WAY BC - BACK OF CURB FL - FLOW LINE S - SEWER OR SOUTH BS - BOTTOM OF STAIR FS - FINISHED SURFACE SD - STORM DRAIN BLDG - BUILDING FW - FIRE WATER STA - STATION BW - BACK OF WALK G -GAS SS - SANITARY SEWER CAB - COMPACTED AGGREGATE BASE GB - GRADE BREAK SPPWC - STANDARD PLANS FOR PUBLIC CB - CATCH BASIN HP - HIGH POINT WORKS CONSTRUCTION CF - CURB FACE INV - INVERT SW - SIDE WALK C/L - CENTERLINE IRR - IRRIGATION WATER T - TELEPHONE CONC. - CONCRETE JS - JUNCTION STRUCTURE TIC - TOP OF CURB CONST. - CONSTRUCT, CONSTRUCTION LP - LOW POINT TS - TOP OF STAIR CSG - COMPACTED SUBGRADE MH -MANHOLE VIF -VERIFY IN FIELD DF - DEEPENED FOOTING N -NORTH W - WATER OR WEST DI - DRAIN INLET PCC - PORTLAND CEMENT CONCRETE XXX.XX - PROPOSED ELEVATION DW - DOMESTIC WATER P/L - PROPERTY LINE (XXX.XX) - EXISTING ELEVATION E -EAST PUE - PUBLIC UTILITY EASEMENT EG - EDGE OF GUTTER PVC - POLYVINYL CHLORIDE ELEC - ELECTRIC R - RADIUS OR RIDGE N25002557 "�'o TE5 SS'01 L EN0. Uj 2025/06/25 Ll SITE MAP SCALE: 1" = 30' LAND DISTURBING ACTIVITY EXISTING IMPERVIOUS SURFACE 0.66 AC EXISTING PERVIOUS SURFACE 0.19 AC PROPOSED IMPERVIOUS SURFACE 0.65 AC PROPOSED PERVIOUS SURFACE 0.20 AC NEW + REPLACED IMPERVIOUS SURFACE 0.11 AC TOTAL LAND DISTURBANCE 0.15 AC UNDISTURBED AREA 0.70 AC BULLETIN 1 TB 16.24.251 1 SURVEYED: DESIGNED: DRAWN: CHECKED: SCALE: R sit 1.At t, A �e y 'PROJECT LOCATION i ^'an4. _ . m - ` CA m PROJECT TEAM DEVELOPER TONY HALSEY, PE KITE REALTY GROUP 30 S MERIDIAN ST, SUITE 1100 INDIANAPOLIS, IN 46204 317-713-5653 CIVIL ENGINEER TAYLOR BELLEFEUILLE, PE KIMLEY-HORN 1201 3RD AVE, SUITE 2800 SEATTLE, WA, 98101 206-800-1889 UTILITY PU VICINITY MAP SCALE: 1" = 250' LANDSCAPE ARCHITECT ALAN MCWAIN KIMLEY-HORN 1201 3RD AVE, SUITE 2800 SEATTLE, WA, 98101 206-536-2735 r N ARCHITECT O BILL BARTON 0 PM DESIGN GROUP 19401 40TH AVE WEST, SUITE 420 0 LYNWOOD, WA 98036 N 425-405-7747 V RVEYORS WATER: SOOS CREEK WATER & SEWER DISTRICT 253-630-9900 DRAINAGE: CITY OF RENTON 425-430-7339 SEWER: SOOS CREEK WATER & SEWER DISTRICT 253-630-9900 ELECTRIC: PUGET SOUND ENERGY 888-225-5773 NATURAL GAS: PUGET SOUND ENERGY 888-225-5773 PROJECT INFORMATION 17803 & 17805 108TH AVE SE, RENTON, WA, 98055 PARCEL NO: 3223059065 ACRES: 3.62 AC PROPERTY ZONING: COMMERCIAL ARTERIAL (CA) CURRENT PROPERTY USE: EXISTING BANK WITH DRIVE-THRU SURVEY NOTES LOT Y OF KING COUNTY BOUNDARY LINE ADJUSTMENT NO. L071L0040, ACCORDING TO THAT BOUNDARY LINE ADJUSTMENT RECORDED AUGUST 22, 2007 UNDER RECORDING NO. 20070822900006, IN KING COUNTY, WASHINGTON. EARTHWORK QUANTITIES CUT FILL 17 CY 258 CY ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OR + R RENTON Planning/Building/Public Works Dept. R-436201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HHuynh 07/22/2025 :0:1 CURRENT PLANNING jding 07/22/2025 ' Surface Water Enginering jfarah 07/23/2025 , REGIONAL FIRE AUTHORITY , t4r APPROVED `�1p', cthomas 07/28/2025 "°<F-00"ll� CHIPOTLE 108TH AVE SE COVER SHEET DATE: 6/24/25 FIELDBOOK: PAGE: C1.0 SHEET: OF: 1 15 REVISION BY I DATE I AP P R I APPROVED: N C'7 O i 0 Lu a z J W W O Z L.L W Z awn V EROSION & SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT' S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY ( ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY 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 OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK- OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED 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 FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF- SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON- SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/ OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/ OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON- SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON - SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, 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. AS CONSTRUCTION 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 FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS 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 DAYS DURING THE DRY SEASON ( MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216. 30 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 INLET WILL BE CONVEYER 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 CAPACITY OF THE 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. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 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 1ST), 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 TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT- LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC 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 OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 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. 25002557 SURFACE WATER STANDARD PLAN NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT' S CONTRACTOR. 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING 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 PREPARED BY 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 TO THE CITY. 4. APPROVAL OF THE ROAD, GRADING, PARKING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). 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 OR OBTAINED 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 CHANGES TO THE APPROVED PLANS. THE 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 APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 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 CITY AND 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 IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220. 00, 220. 10, AND 220. 20. 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT - LOCKING LIDS PER THE CITY STANDARD PLAN 204. 10, 204. 20, 204. 30, 204. 40, AND 204. 50. STRUCTURES SHALL HAVE: 14.1. RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. 14.2. ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/ GUTTER LINE. 14.3. ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT- OF- WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT- OF- WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16. LIDS OF MANHOLES/ CATCH BASINS WITHIN PUBLIC RIGHT- OF- WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/ CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT- OF- WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. 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: 18.1. 4 - 8 INCH ROCK / 40 - 70% PASSING; 18.2. 2-4 INCH ROCK / 30 - 40% PASSING; AND 18.3. 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 CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON- SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT- LOCKING LID MARKED " STORM" OR " DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227. 00. 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 PRIOR TO CONSTRUCTION. 22. ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED ( PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL 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. 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. FOR ALL DISTURBED PERVIOUS AREAS ( COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264. 00. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/ OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF 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 4-3-050). 28. PLACEMENT OF SURFACE APPURTENANCES ( CATCH BASIN/ MANHOLE 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 NOW SLIP OR NOW 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 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 MAY BE 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 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. /� BULLETIN 1 TB 6.24.25 SURVEYED: DESIGNED: DRAWN: CHECKED: NO. REVISION BY DATE APPR APPROVED: SOOS CREEK WATER & SEWER DISTRICT WATER NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE SOOS CREEK WATER & SEWER DISTRICT, ALSO REFERRED HEREINAFTER AS "DISTRICT". 2. THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY WATER MAIN CONSTRUCTION. 3. PRIOR TO CONSTRUCTING ANY WATER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES SHALL BE LOCATED. 4. FOLLOWING WATER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS TO BE DEVELOPER'S/CONTRACTORS EXPENSE. 5. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT. 6. NO WATER SERVICE CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE AND ALL EASEMENTS. MAKE APPLICATION TO THE DISTRICT FOR WATER METER INSTALLATION FOR EACH WATER SERVICE CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT). 7. ALL COSTS OF WATER MAIN RE -STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR. 8. PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER/CONTRACTOR. 9. THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A PRECONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE -CONSTRUCTION MEETING, THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK. 10. THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTION TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE. SOOS CREEK WATER & SEWER DISTRICT SEWER NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF SOOS CREEK WATER AND SEWER DISTRICT, ALSO REFERRED TO HEREINAFTER AS "DISTRICT"/ 2. THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY SEWER MAIN CONSTRUCTION. 3. PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES SHALL BE LOCATED. 4. FOLLOWING SEWER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S/CONTRACTOR'S EXPENSE. 5. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT. 6. NO SIDE SEWER CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE AND ALL EASEMENTS. OBTAIN SIDE SEWER PERMIT FROM THE DISTRICT FOR EACH SIDE SEWER CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT). 7. ALL COSTS OF SEWER MAIN RE -STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR. 8. PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER/CONTRACTOR. 9. THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK. 10. THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE. 11. CONNECTION TO EXISTING SEWER MAINS SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL OF THE DISTRICT AND ONLY AFTER AT LEAST 48 HOURS (TWO REGULAR WORKING DAYS) ADVANCE NOTICE. 12. EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES. 13. ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. DECISION (CITY OF RENTON CONDITION OF APPROVAL): THE REDEVELOPMENT OF FORMER BANK OF AMERICA AT BENSON CENTER CONDITIONAL USE PERMIT AND STREET STANDARDS WAIVER, FILE NO. LUA25-000052, CUP -A, W, AS DEPICTED IN EXHIBIT 2, IS APPROVED AND IS SUBJECT TO THE FOLLOWING CONDITIONS: 1. A DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED WITH THE CIVIL CONSTRUCTION PERMIT SUBMITTAL THAT PROVIDES FINAL LOCATIONS, SIZES, QUANTITIES, PLANTING DETAILS, AND OTHER APPLICABLE ITEMS AS SET FORTH IN THE RMC 4-8-120 SUBMITTAL REQUIREMENTS. THE DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL. 2. THE APPLICANT SHALL SUBMIT A RETAINING WALL DETAIL WITH THE CIVIL PLAN SET SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW. THE RETAINING WALL DETAIL SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL. 3. THE APPLICANT SHALL SUBMIT A REVISED REFUSE AND RECYCLING PLAN WITH THE BUILDING PERMIT APPLICATION THAT PROVIDES A DETAIL SHEET INDICATING THE SELF -CLOSING DOOR MECHANISM. THE REVISED PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER, PRIOR TO BUILDING PERMIT ISSUANCE. 4. THE APPLICANT SHALL PROVIDE DETAILS REGARDING THE DESIGN, COLOR, AND BRAND FOR THE PROPOSED OUTDOOR SEATING AND FURNITURE, FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER, PRIOR TO BUILDING PERMIT ISSUANCE. 5. A SIGN PACKAGE IN COMPLIANCE WITH THE URBAN DESIGN DISTRICT D STANDARDS SHALL BE SUBMITTED WITH THE SIGN PERMIT APPLICATION, PROPOSED SIGNAGE SHOULD BE COORDINATED WITH THE OVERALL BUILDING DESIGN. THE SIGN PACKAGE SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL. 6. THE APPLICANT SHALL SUBMIT A DETAILED LIGHTING PLAN AT THE TIME OF CIVIL CONSTRUCTION PERMIT APPLICATION THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY WITHOUT CASTING EXCESSIVE GLARE ON ADJACENT PROPERTIES. THIS PLAN SHOULD INCLUDE DETAILS REGARDING PEDESTRIAN -SCALE LIGHTING AROUND THE PRIMARY BUILDING ENTRANCE. THE LIGHTING PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF BUILDING PERMIT REVIEW. 7. PROJECT CONSTRUCTION BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS FOUND IN THE LIMITED GEOTECHNICAL REPORT, PREPARED BY PANGEO, INC. JANUARY 13, 2025, AND ANY FUTURE ADDENDA. 8. THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL REVIEW THE PROJECT'S CONSTRUCTION AND BUILDING PERMIT PLANS TO VERIFY COMPLIANCE WITH THE GEOTECHNICAL REPORT(S). THE GEOTECHNICAL ENGINEER SHALL SUBMIT A SEALED LETTER OR MEMO STATING THAT HE/SHE HAS REVIEWED THE CONSTRUCTION AND BUILDING PERMIT PLANS AND IN THEIR OPINION THE PLANS AND SPECIFICATIONS MEET THE INTENT OF THE REPORT(S). 9. THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL PROVIDE NOTES ON THE CONSTRUCTION AND BUILDING PERMIT PLANS IDENTIFYING WHEN ON -SITE GEOTECHNICAL ENGINEER SUPERVISION OF CONSTRUCTION EVENTS IS RECOMMENDED. 10. UNLESS OTHERWISE APPROVED BY THE CURRENT PLANNING PROJECT MANAGER THROUGH THE MODIFICATION APPLICATION PROCESS, THE CIVIL PLANS SHALL BE REVISED TO INCLUDE AN EIGHT -FOOT (8') WIDE SIDEWALK AND AN EIGHT -FOOT (8') WIDE STREET TREE PLANTER STRIP. THE REVISED CIVIL PLANS SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR THE REVIEW AND APPROVAL BY THE DEVELOPMENT ENGINEERING PLAN REVIEWER. SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF RENTON ONE INCH DATU M 0 AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 1 R-436202 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING f,7 HHuynh 07/22/2025 wi CHIPOTLE 108TH AVE SE GENERAL NOTES DATE: 6/24/25 FIELDBOOK: PAGE: C1.1 SHEET: OF: 2 15 T N O N O O LO N CU 2025/0 COR BENCHMARK 1865 EL=175.00' N: 164411.4295 E: 1300334.6670 S� H (1362) � 385.05 SDM RIM 12" CMP IE 381.59 (E) 24" CMP IE 377.68 (S) 24" CMP IE 377.66 (E) 24" rnnp IE 377.33 (NW) S83°43'11 "W 2731.38' I RIM 384.74 12" CMP IE 381.19 (NNE) 24" CMP IE 380.87 (SE) 24" CMP IE 380.82 (N) CB (1359) RIM 381.58 12" CMP (W) GRAPHIC SCALE IN FEET 0 10 20 40 I CB (1384) RIM 386.10 12" CMP IE 383.11 NE 2 C 3 (S) LEGEND PROPERTY LINE - - - - - - - - - - - EASEMENT I I "LOST SIGNAL" (WATER UTILITY PAINT) / I CB (1952) RIM 388.34 I I O SD 12" CONC IE 386.21 (N) I a' V) 12" CMP IE 385.94 (W) ICv ICV a "A. CB (1385) FR RIM 387.19 1 8" CPP IE 384.19 (N) - - N88°33'47"W 205.00'(R1) I J - CB (1382) 50.00' MEDIAN CURB � PI: 6+78.12 .. RIM 386.32 I I a° / � 12" I CMP IE 382.29 (W) SDMH (1540) I- 12" CMP IE 382.24 (N) ° RIM 396.84 I °' I 0 12" CMP IE 384.27 (S) II�" ° 24" CMP IE 377.95 (W) I I a) ° a ° d °. n ° °. ° 4 ° d °- I\ 2 SD ° a °. a a " .� a I. "LI ° O L SD SD ° w I--� 0 -� I W 0-- WW00----- I"n� o 0 WWOO - - - -- WWO __ W Comm l; 0 0 0 0----- d cL� O z CB (1459) � I a °° S �\ 4I'MPV871E2385.62 E) a CB (1400) S 4" FLEX IE 386.41 NN ) ._ RIM 398.98 \ \ S 6" PVC IE 385.09 SW 12 CONC IE 396.1 (N) CMP IE 384.89 (S 12" CONC IE 396.0 (E) CMP IE 384.85 (N C'o\ \ � I III °. ° ° LO 4.4 d ^ I I TER UTILITY \ A. a ° I I N T) CB (1363) \ ° I RIM 387.28 -° ....4 . j.:°a 12" CMP IF 382.78 (S' A e ° . ° RENTON, WA. 98055 °° BLDG O I I ° " I 0 I II . • • 'd I I I� -a I TBM 'B' ° EL=387.28 SDMH (1457) I ° 0 -� (n RIM 390.27 i I ° 0 O 24" CMP IE 385.92 (E) c� +• 4 *24" CMP (W) CB (1458) I " SIGNAL 00 rT M CNTR CHANNEL 385.88 RI 388.05 I ( TER UTIIJITY *UNABLE ASBUILT 12" CMP IE 385. (N) .° NT) SS \ m I I d I SDMH (1361) a. P - P _ I I I SDMH (1441) RIM 387.70 - _ _ I < , RIM 397.61 12" CONC IE 391.70 (ESE) 12" CMP IE 382.90 (SE) 24" CMP IE 391.05 KE) SS - 24" CMP IE 381.98 (E) �� \\ I I� 24" CMP IE 390.87 (W) 24" CMP IE 381.91 (NW) Q SD 12"F ° I I ° " 1 I I 18"F--d---J 14"F-* 14"F I c) I "TACO BELL__ I °: I 050.00' F - - - N88°09'21 "E 185.30'(R1) - - - - - - - woo - i DIRT FOOT PATH CONCRETE WALL " 8" 6" M - METAL HANDRAIL I WWo ° I CB 1403 I I RIM (398.78 I 12" CONC IE 394.18 (WNW) I 12" CONC IE 394.07 (S) d ° - SD SD I I I SDMH (1372) CB (1380) II I I I I no O � RIM 396.06 RIM 396.60 � I'' - + O *UNABLE TO 6" PVC IE 393.46 (SW) I I I I N \ AS -BUILT, STRUCTURE 16" CMP IE 392.77 (W) I I 0 p FULL OF DEBRIS I I . ° 04 6"P CB (1373) RIM 395.32 LL1 16" CMP IE 392.37 (S) M 16" CMP IE 392.24 (N) I :V -CONCRETE WALL rz 16"P a SSMH (1417) I I I 0 RIM 398.39 I ° 0 6" CONC IN (E) 6" CONC IN (NW) I I °_ a d 6" CONC OUT (SW) - II a 147,P a° -. CTR CHANNEL 393.37 S\°� I I VI ° G ° I / CB (1379) f .d : A. a °` 0 L 25002557 2025/0 "06 BULLETIN 1 REVISION TB 6.24.25 SURVEYED: DESIGNED: DRAWN: CHECKED: BY DATE AP P R I APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N39°29'55"E 4249.90' COR BENCHMARK 1867 EL=459.08' N: 167989.6215 E: 1305752.8461 TBM 00.7 EL=400.77 N: 164710.2261 E: 1303049.6535 I- SD SDMH (1542) 398.96 r 1RIM 12" CONC IE 395.59 (W) (V 24" CMP IE 394.94 (E) O 124" CONC IE 393.45 (N) N 24" CONC IE 393.40 (S) C) SDMH (1543) RIM 398.79 *W/ RESTRICTOR *TOP STAND PIPE 396.54 *24" CMP IE 392.32 (W) 12" CONC IE 393.81 (SE) 24" CONC IE 393.04 (N) 24" CONC IE 393.04 (S) R-436203 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FDEVELOPMENT ENGINEERING HHuynh 07/22/2025 DATEVERTICA: HOR ZONTALL• NAD D1988 1983/1991 ° 6/24/25 + C TY O R CH I POTLE 108TH AVE SE FIELDBOOK: RENT 0 N PAGE: DATU M ° EXISTING DRAWING NO: Planning/Building/Public Works Dept. Cl .2 CONDITIONS SHEET: 3 OF: - 15 z Q (fl J cy) O W Lu 0 S� H (1362) � 385.05 SDM RIM 12" CMP IE 381.59 (E) 24" CMP IE 377.68 (S) 24" CMP IE 377.66 (E) 24" CMP IE 377.33 (NW) Y- I I SDMH (1360) RIM 384.74 12" CMP IE 381.19 (NNE) 24" CMP IE 380.87 (SE) 24" CMP IE 380.82 (N) CB (1359) RIM 381.58 12" CMP (W) GRAPHIC SCALE IN FEET 0 10 20 40 CB (1384) RIM 386.10 12" CMP IE 383.11 (NE) \ 12" CMP IE 383.05 (S) `� "LOST SIGNAL" (WATER UTILITY PAINT) SD SD SD CB (1952) j RIM 388.34 12" CONIC IE 386.21 (N) 12" CMP IE 385.94 (W) ICv I% W CB (1385)FH PROPERTY • E� PRIVATE CB (1382) MEDIAN CURB■ ' • • '. '396.84 ' • ■�� , • I Ip • • "- � � '"'"_ ►"�_` ���": :._ • • �' a ���� v .♦��♦, ► FA t Mrs r • �� ■ '����►♦♦♦���-�' -�"�"`►♦�►��'N w ♦♦♦j!�♦ - : vet 385.62 RIM .; I♦♦♦4" FLEX IE 386.41 � ♦♦♦♦ © 1' 1.i� ♦♦CMP IE 384.89 12" CONIC IE 396.OP �j♦j►j♦♦� a �� • 12,..�rI►�s.�ri►�14 MAX WIF1� �r,��-�►.�► ♦`�Qy�I�.I,Asa►4e�9a`���sv�►i����:s:�!��►♦♦��♦♦♦♦♦♦�►►i ► �_�_.►.►v►�•�,� ,; Boa ♦► , �♦� � - ►-.o • �s��►tee,; - 98055 ;u�♦0����♦_�_�_�_r� ►♦�� �BLDG Al !III ;�I�♦j♦j♦♦♦j♦j♦♦♦j♦j, a ►j� �� �.�..MINNO,�r all►♦♦♦♦��©�♦♦����� ���i ,I I�'', �� • 1.-. 0 ©.►�♦♦♦♦else►' ♦♦♦..♦�1♦♦ >•� ♦1 60 a i ► ♦�♦� ��" ♦♦ ♦♦ I�►� 05 IV; WA IVA':: sly♦�♦���♦�♦♦♦♦♦��♦♦♦♦������ Q . e - • : ♦♦♦♦♦ ♦.♦♦ �� "������•��:%�♦w ..wow♦w♦�� ►fir • MINIMUM :red PROPERTY LINE � ®® .. • • • DIRT FOOT PATH CONCRETE WALL d - - I / I 0 8",8",6"M _ d _ a. CB METALRIM l l HANDRAILc I 12" N p I0 - .. d � I 4 I I I . Z SD SD I II I I SDMH (1372) CB (1380) RIM 396.60 I I I I I O CD + p RIM 396.06 *UNABLE TO 6" PVC IE 393.46 (SW) 16" CMP I I I rn N \ AS -BUILT, STRUCTURE IE 392.77 (W) I I c> O FULL OF DEBRIS ,. I 6„P CB (1373) 0 RIM 395.32 W 16" CMP IE 392.37 (S) 16" CMP IE 392.24 (N) I N -CONCRETE WALL �I Z 16"P lop SSMH (1417) °°a RIM 398.39 o 6" CONIC IN (E) 6" CONIC IN (NW) 6" CONIC OUT (SW) °~d CTR CHANNEL 393.37 ° ° . d a A CB (1379) :a : d. `� s• I I dAa RIM 396.79 . .• °.: a ° I GATE 6" PVC IE 393.23 (E) 'd I 18" CMP IE 392.41 (NW) d ° 0 O TRASH + ' I 1 0 LEGEND PROPERTY LINE - - - - - - - - - - - EASEMENT SAWCUT LIMITS APPROXIMATE LIMITS OF WORK PAVEMENT TO BE REMOVED SIDEWALK TO BE REMOVED I DEMOLITION KEYNOTES ❑i REMOVE EXISTING CONCRETE CURB. �2 REMOVE EXISTING PARKING LOT STRIPING �3 REMOVE EXISTING WHEELSTOP �4 REMOVE EXISTING BUILDING CANOPY, REFER TO ARCHITECTURAL PLANS �5 REMOVE EXISTING WATER LINE �6 REMOVE EXISTING SEWER STRUCTURE ❑7 REMOVE EXISTING POWER LINE PROTECTION KEYNOTES 01 RELOCATE EXISTING FIRE HYDRANT ( RELOCATE EXISTING WATER METER, SEE UTILITY PLAN FOR DETAIL 33 RAISE EXISTING CATCH BASIN TO FINISH GRADE O4 PROTECT IN PLACE EXISTING MONUMENT SIGN AND POWER CONDUIT O5 PROTECT IN PLACE EXISTING CATCH BASIN O6 PROTECT IN PLACE EXISTING RETAINING WALL N 0 O7 PROTECT IN PLACE EXISTING LIGHT POLE 1 N 0 O8 PROTECT IN PLACE EXISTING SIDE SEWER LO O9 PROTECT IN PLACE EXISTING STORM PIPE N U DEMO NOTES 1. THIS DEMOLITION PLAN IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION AND FOR THE DEMOLITION, REMOVAL, OR RELOCATION OF ITEMS IN CONFLICT WITH THE PROPOSED CONSTRUCTION. 2. CONTRACTOR IS TO RESTORE ALL OFF -SITE DISTURBED AREAS TO EXISTING CONDITIONS AFTER CONSTRUCTION. 3. LOCATIONS OF EXISTING UTILITIES ARE FOR REFERENCE ONLY. CONTRACTOR IS TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF WORK WITH REPRESENTATIVE UTILITY COMPANIES AND FOR THE IMPLEMENTATION OF REQUIRED UTILITY -RELATED WORK. 5. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE UPON ENCOUNTERING ANY HAZARDOUS MATERIALS DURING DEMOLITION AND/OR CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL DOCUMENT THE SAME TO THE OWNER'S REPRESENTATIVE AND OBTAIN DIRECTION AS TO THE APPROPRIATE ACTION(S) TO BE TAKEN. 6. DISCONNECTION OF SERVICES AND SYSTEMS SUPPLYING UTILITIES TO BE ABANDONED OR DEMOLISHED SHALL BE COMPLETED PRIOR TO OTHER SITE DEMOLITION IN FULL COMPLIANCE WITH APPLICABLE CODES, REGULATIONS, AND THE REQUIREMENTS OF THE UTILITY HAVING JURISDICTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE UTILITY, PAYMENT OF I: 8+53.64 ASSOCIATED FEES AND PROCUREMENT OF ALL NECESSARY PERMITS. 7. PRIOR TO REMOVAL OF MATERIALS OVER EXISTING UTILITY SYSTEMS, THE CONTRACTOR SHALL I DOCUMENT EXISTING CONDITIONS AND, IF DIFFERENT FROM CONDITIONS AS REPRESENTED ON THE PLANS, NOTIFY THE OWNER'S REPRESENTATIVE AND OBTAIN DIRECTIONS AS TO THE APPROPRIATE 1403 ACTION(S) TO BE TAKEN. 398.78 8. THE CONTRACTOR SHALL PROTECT AND PREVENT DAMAGE TO EXISTING ON -SITE UTILITY DISTRIBUTION CONC IE 394.18 (WNW) FACILITIES THAT ARE TO REMAIN. ACTIVE UTILITY DISTRIBUTION FACILITIES ENCOUNTERED DURING CONC IE 394.07 (S) DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE SHUT OFF AT THE SERVICE MAIN WITH THE APPROVAL OF THE OWNER'S REPRESENTATIVE. 9. DURING DEMOLITION AND/OR CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE UPON ENCOUNTERING ANY EXISTING UTILITIES AND/OR UTILITY SYSTEM STRUCTURES NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL DOCUMENT THE SAME AND FORWARD THE INFORMATION TO THE RESIDENT ENGINEER / OWNER'S REPRESENTATIVE, AND OBTAIN DIRECTION AS TO THE APPROPRIATE ACTION(S) TO BE TAKEN. 9. CONTRACTOR SHALL SECURE ALL REQUIRED CONSTRUCTION PERMITS. ANY PAVEMENT REPLACEMENT WITHIN THE RIGHT-OF-WAY SHALL MATCH THE EXISTING PAVEMENT SECTION UNLESS OTHERWISE INDICATED. 10. FOR ALL UTILITIES TO BE RELOCATED, THE SERVICE SHALL NOT BE INTERRUPTED WITHOUT PRIOR WRITTEN APPROVAL FROM THE OWNER. 11. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 12. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. R-436204 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING H H uyn h 07/22/2025 u K ENCLOSURE N88 09 21 E 185.30 (R1) _ I PI: 9+73.84 BF, LLAP JoF wAs�I���l�Q BULLETIN 1 TB 6.24.25 SURVEYED: DESIGNED: DRAWN: 25002557 CHECKED: �EGISTERE9 �10 AL �Cs N0. REVISION BY DATE APPR APPROVED: 2025/06/25 SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 C T Y OF R EN TON ONE INCH DATUM . AT FULL SCALE Plan ning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY DATE: CHIPOTLE 108TH AVE SE 6/24/25 FIELDBOOK: PAGE: DRAWING NO: DEMO PLAN C2.0 SHEET: OF: 4 15 LEGEND PROPERTY LINE - - - - - - - - - - - EASEMENT APPROXIMATE LIMITS OF WOR OSTORM DRAIN INLET FILTER PROTECTION (216.30) SAWCUT LIMITS CONSTRUCTION ENTRANCE >/ REMOVE EXISTING PAVEMENT REMOVE EXISTING SIDEWALK 1\ S� SDMH (1362) RIM 385.05 12" CMP IE 381.59 (E) 24" CMP IE 377.68 (S) 24" CMP IE 377.66 (E) 24" CMP IE 377.33 (NW) I I SDMH (1360) RIM 384.74 12" CMP IE 381.19 (NNE) 24" CMP IE 380.87 (SE) 24" CMP IE 380.82 (N) CB (1359) RIM 381.58 12" CMP (W) "LOST SIGNAL„ CB (1384) (WATER UTILITY PAINT) RIM 386.10 12" CMP IE/383.11 (NE) Ik / 12" CMP E 383.05 (S) SD / SD RIM 388.34 SD 12" CONC IE 386.21 (N) \ 12" CMP IE 385.94 (W) / ICV \ \\ �\ \ \ / r / ICV] _ ..•. EY384.19 -• ROAD ���� ME'QIAN -� :. SDMH (1540)\ •.:- NM 3 • 7 IA Ow ��� �` n ��� _- E � 1 ♦♦♦♦ _� ��•►' ����� ��►��♦♦♦♦♦1 oil �, �ii►♦�►�i► '�i�♦e♦♦CIOWAI►♦♦♦♦♦♦♦� NG ':. • �' ! II iIVA ♦♦/ ♦e♦♦♦e♦♦ ;1► vsaaiAtli F- A' �� �:'� ►��:�r�s� :E`I�♦e♦♦♦e♦��e♦♦e♦�1 ♦� �►� ♦♦♦♦♦♦�i�i���;s�s��� eve♦�e�1► �►♦♦� ♦1 ��� I�i� '. ' �►r��oo� !'♦e;►♦�e♦♦ !►�� 17803 & 17805 108TH AVE SE 41 �Ij*" Rx RENTON, WA. 98055 WE 11+1 BLDG IVA Lw WAIN ig WE 111111 IN1,,. ��i� • C ISM� GA RIM 390.27 ►♦♦♦♦�♦♦ '♦ L�� Eil'♦ ♦♦��♦i�I �♦ ♦♦♦� 1s CNTR CHANNEL n ei��♦♦♦ ♦♦♦♦�♦�♦<,� ♦e♦♦♦♦♦ :,1r�1� ::: s;�♦♦ ♦♦♦♦��i♦�♦ ► ..�FIN NO ♦♦ ♦�♦o 11011 ♦♦♦♦♦fie♦ .ems .. •vNip im .�.♦.w�..♦�♦�♦v♦�♦�♦�♦�♦r�1 ' �i MA 7'ROPERTY LINE ' • • • . ETE lid " , �,� •'� n I� • Awl cv �- , ,8 o I PER COR STD DETAIL 215.10 - Z J 3: -SD -SD - _ > I/ SDMH (1372) CB (1380) II I I I I .+ RIM 396.06 RIM 396.60 ) *UNABLE TO 6" PVC IE 393.46 (SW) AS -BUILT, STRUCTURE 16" CMP IE 392.77 (W) dFULL OF DEBRISCB I I • 9: 1373) RIM (395.32 / I W \ 16" CMP IE 392.37 (S) I i \ 16" CMP IE 392.24 (N) P a - °. 10 I N- CONdRET /WALL / J Z 16 P / O SSMH (1417) I I Ile. °<n I38 6" CONCN( ) y 0 A. a 6" CONC IN (NW) °\ I ° • 6" CONC OUT (SW) • ' \ I h A/ I I 14'P ° CT`jR CHANNEL 393.37 S I VI ° -A . GCB (1379) I .4 ' °. d 9 I \ I I �o GRAPHIC SCALE IN FEET 0 10 20 40 r' NO* 2025/06/25 BULLETIN 1 REVISION TB 6.24.25 SURVEYED: DESIGNED: DRAWN: CHECKED: BY DATE AP P R I APPROVED: 0 cn 22--1 0 0 + c� Ln I I� of 0 0 + LJ N 0 z S - CB (1400) I RIM 398.98 12" CONC IE 396.1 (N' 12" CONC IE 396.0 I ' (E' 0 0 I I I I IGNAL'I w IT UTILITY 0 Lu NT)I I Q I 0 `6 I cc o I I I I II IIK 0 SIGN AILS + 00 ) �I SDMH I (1441) RIM 3 7.61 12" CPNC IE 391.70 (ESE) 24" CIVIP IE 391.05 KE) 24" CMP IE 390.87I(W) 1! I WIN SCALE: PI: 6+78.12 i 0 V) 0 SILT FENCE PER COR STD DETAIL 214.00 SD - �50.00' PI: 8+53.64 \ J� CB (1403) I r RIM 398.78 12" CONC IE 394.18 (WNW) I 12" CONC IE 394.07 (S) 'I I I II 0 + D I ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE ON -SITE INSPECTOR. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO THE ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS I THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 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 ACCORDANCE WITH THE 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 ISHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. I 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE I END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM I DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATE CONCRETE WASHOUT AREAS. I 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OF CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS 'C'� AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL I TB EL=400.77 SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION N: 164710.2,' HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE E: 1303049." HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. - I- SD 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 SDMH (1542) ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL 398.96 CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO 1RIM 12" CONC IE 395.5� ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF T N 24" CMP IE 394.94 CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY N 124" CONC IE 393.4 NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, 24" CONC IE 393.41 OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES C) I AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. C) 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM Ln DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER N I FACILITIES. U 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE I SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED I FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 THROUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED IESC OVER METHODS (E.G. SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. ANY AREA NEEDING ADDITIONAL ESC MEASURE, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE I14. ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCURE MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 SDMH (1543) FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE RIM 398.79 CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY I *W/ RESTRICTOR *TOP STAND PIPE INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. *24" CMP IE 392.2 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. 12" CONC IE 393.E ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING I 24" CONC IE 393.( OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 24" CONC IE 393.( 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE - TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. I 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), 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 TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC 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 OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDE AND MULCHED TO ENSURE THAT THE SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1 ST. 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 RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. [R-436205 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ` HHuynh 07/22/2025 DATE: 1988 HORZEON NADVD19 19 1 ' 6/24/25 C TY uF CHIPOTLE 108TH AVE SE FIELDBOOK: %a� RENTON PAGE: DATUM DRAWING NO: Plan ning/Building/Public Works Dept. TESC PLAN 11213.0 SHEET: OF: 5 15 T CV C) CV C) C) LO CV CU N Q0 6 0 w Q z J L� z Q n W CD z N� L.L 0 0 z V _z 0 N QN rL.L V W / PROPERTY LINE i QC a r I II / 385.71 TC 385.21 BC 384.97 ± ME / 385.59 TC 385.09 BC 38E 38E r/ 00 I � 03 \ I � (I J II I I /I ,kf3TC 388.14 BC n31 9- U .28 386.76 ± ME I SEE ADA DETAI 36.96 TC 36.46 586.73 ± ME) I Y" I 389.00 ± M E — Sp 389.52 ± M E - - / ME —390 389.96 ± ME /12"F cb / 389.84 ± ME SS CLEAN UT 2 � i — 14"F 14 RIM: 389.93� PROPERTY LINE — — — 396_ SD 6"P I // °`d a a GRAPHIC SCALE IN FEET 0 10 20 40 SSMH (1417) ----- RIM 398.39 6" CONC IN (E) 6" CONC IN (NW) 6" CONC OUT (SW) CTMR CHANNEL 393.37 2025/0 I BULLETIN 1 REVISION I I 01 I � SIGNAL" > JEfk UTILITY Q NT)I Lo I I 00 o "' TER UTILITY ..-1 0 o+ PI: 8+53.64 389.40 ± ME AM GRAPHIC SCALE IN FEET 0 5 10 20 GRAPHIC SCALE IN FEET 0 2.5 5 10 TB 6.24.25 SURVEYED: SCALE: VERTICAL: NAVD 1968 HORIZONTAL: NAD 1983/1991 DESIGNED: DRAWN: ONE INCH DATU M CHECKED: AT FULL SCALE IF NOT ONE INCH BY DATE APPR71 APPROVED: SCALE ACCORDINGLY GRADING LEGEND PROPERTY LINE EXISTING CONTOUR X PROPOSED MAJOR CONTOUR XXX PROPOSED MINOR CONTOUR xxx.xx PROPOSED SPOT ELEVATION SPOT ELEVATION LEGEND TC TOP OF CURB HP HIGH POINT ME MATCH EXISTING P TOP OF PAVING BW BOTTOM OF WALL BC BOTTOM OF CURB LP LOW POINT SW SIDEWALK TW TOP OF WALL GRADING & DRAINAGE NOTES 1. ADA ACCESSIBLE SPACES ARE DESIGNED TO HAVE A MAXIMUM SLOPE OF 2.0% IN ANY DIRECTION. 2. THE PROPOSED ACCESSIBLE PATH SIDEWALKS AROUND THE BUILDING AND ALONG THE PROPERTY FRONTAGES SHALL HAVE A MAXIMUM 2% CROSS SLOPE AND 5% LONGITUDINAL SLOPE. 3. CONTRACTOR TO VERIFY DEPTH OF EXISTING UNDERGROUND UTILITIES PRIOR TO PLACEMENT OF ANY PAVEMENT AND NOTIFY KIMLEY-HORN IF ANY CONFLICTS EXIST. 4. TOP OF CURB SHALL BE 6" ABOVE PAVEMENT ELEVATION UNLESS OTHERWISE SPECIFIED. R-436207 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING P,+ Surface Water Enginering HHuynh 07/22/2025m%ji 1 farah 07/23/2025 DATE: + CITY O R CH I POTLE 108TH AVE SE 6/24/25 FIELDBOOK: RENT 0 N PAGE: 0 DRAWING NO: Planning/Building/Public Works Dept. GRADING AND DRAINAGE PLAN C5.0 SHEET: OF: 7 15 Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 W TW r7- v J W DRAINAGE GRATE GRATE FRAME C= SEDIMENT AND DEBRIS FILTERED WATER — DRAINAGE GRATE (RECTAN( B 5" MAX. TRIM OVERFLOW BYPASS d BELOW INLET GRATE DEVICE ISOMETRIC VIEW 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 LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 216.30 .} PUBLIC WORKS APPR ED: DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 P,bll, W.,k,Adm istr DATE :45 R = 25MIN. INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS EX�S��NGRQPo 4"-8" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS CONSTRUCTION ENTRANCE NOTES: 1. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY RI PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. \ 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 100' MIN. 15' MIN. PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH/WIDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZE/CONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30 % MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 495 LBS. MIN. AOS (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 QUARRY SPALLS 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 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 SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT 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. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 215.10 �• PUBLIC WORKS APPROVED: '"1I DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 Public Works Administrator DATE :45 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED — FILTER FABRIC W MAX. — PO T SPACING MAY BE O W IIF WIRE BACKINGS USED INCREASED 4"x4" MIN. TRENCH 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 SPECIFICATIONS MUST BE AVAILABLE ON SITE. ADS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC -'MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30 % MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 70 % MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV 2A4 IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE 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 ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 214.00 PRIPUBLIC WORKS PRO o: DEPARTMENT SILT FENCE GAZ 9/28/2018 Public Works Administrator DATE :45 AN R-436208 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HHuynh 07/22/2025 Ul g BE w O ASh, j 'r.0 SURVEYED: SCALE: DATE: 0 BULLETIN 1 TB 6.24.25 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 . + CITY OF C H I P O T L E 10 8 T H AVE SE FIELDBOOK: DRAWING NO: /25 DESIGNED: DRAWN: R E N T O N PAGE: 25002557 �� ONE INCH DATUM DETAIL SHEET 1 C7.0 GISTER�'9 � CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 'IF NOT I ZONAL E�� N 0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF: 2025/06/25 11 15 N N w co W I U) I Q Lu W 0 i 8" MIN. ORGANIC TOPSOIL TOPSOIL PER KCC 16.82.100 PIT RUN 3" MINUS 3' MIN. 95% COMPACTON CRUSHED ROCK 5/8"-1 1/2" NATIVE MATERIAL IF APPROVED BY PIT RUN 3" MINUS DISTRICT AND 90% COMPACTION CRUSHED ROCK PERMITTING AGENCY 5/8"-1 1/2" 12" MIN. 90% COMPACTION SAND -SOIL ENGINEER APPROVAL & COMPACTION TEST REQUIRED PEA GRAVEL 5/8" MINUS CRUSHED 6" lMIN. 1 2"-4" ROCK OR SOILS ENGINEERING90% COMPACTION OTHER MATERIAL DETAIL NEEDED I LISTED ABOVE NOTES: 1. BEDDING REQUIRED IN RIGHT—OF—WAYS, DRIVEWAYS, PARKING LOTS, PAVED AREAS, AND NON —PAVED AREAS. 2. BEDDING FOR RIGID PIPE SHALL BE NATIVE MATERIAL UNLESS JUDGED UNSUITABLE BY THE DISTRICT AND PERMITTING AGENCY. 3. TRENCH BACKFILL, BEDDING AND MATERIAL TO CONFORM TO PERMITTING AGENCY SPECIFICATIONS AND DISTRICT STANDARDS. TRENCH WIDTHS (IN INCHES) NOMINAL PIPE DIAMETER MINIMUM EARTH MINIMUM ROCK MAXIMUM 2 18 24 36 3 18 24 36 4 18 24 36 6 21 24 36 8 24 24 36 12 28 28 40 TYPICAL TRENCH DETAIL (OUTSIDE ROADWAY) REVISION DATE SCALE I DISTRICT APPROVAL DATE APPROVED MAY 17, 2011 NTS GregoryG. APRIL 18, 20: FILE NAME s-,?a nwr, DWG. NO. , S-29 PROPERTY LINE OR ESMT. LINE Nl- PAD FIRE HYDRANT IN CUT 1R" FIRE HYDRANT IN FILL FIRE HYDRANT LOCATION IN CUT OR FILL NIA 6" THICK CONC. PAD HYDRANT RUN: 1. LENGTH ESTABLISHED ON JOB AS APPROVED BY DISTRICT. A. 6" DI PIPE WITH MECHANICAL JOINTS (MJ). ALL MJ SHALL BE RESTRAINED WITH MEGALUG OR APPROVED EQUAL. B. OR 6" DI PIPE, MJ WITH 2 3/4" STEEL TIE RODS WITH ONE HEAVY COAT OF COAL TAR PRESERVATIVE ON TIE RODS, NUTS AND BOLTS AFTER INSTALLATION. C. HYDRANT RUNS OVER 1-PIPE LENGTH SHALL USE FIELD LOK GASKETS OR APPROVED EQUAL. D. OR 6" DI PIPE, FLANGED (SHORT RUNS ONLY). HYDRANT: 1. SHALL BE CLEANSED & PRIME COATED WITH HEAVY DUTY BRUSH TYPE PRIMER OR APPROVED EQUAL. ALL HYDRANTS SHALL BE PAINTED YELLOW. TWO TOP COATS SHALL BE OIL RESISTANT ENAMEL, BRUSH TYPE OR APPROVED EQUAL. 2. STENCIL ON FACE OF HYDRANT BARREL THE DISTANCE FROM HYDRANT TO GV. IN FEET WITH 2" BLACK LETTERS. 3. SURFACE TO BE GRADED UNIFORMLY AROUND HYDRANT (18" RADIUS). SLOPE AWAY W/ BRUSH FINISH. 4. INSTALL STIMSONITE MODEL 88-A BLUE REFLECTIVE PAVEMENT MARKER, OR EQUAL, ON HYDRANT SIDE OF THE CENTER LINE OF THE ADJACENT STREET IN DIRECT LINE WITH THE HYDRANT. 5. PUMPER CONNECTION SHALL BE EQUIPPED WITH A 5-INCH STORZ ADAPTER. REFER TO DESIGN AND CONSTRUCTION STANDARDS FOR DETAILS. * NOTES: 1. ROCKERY TYPE RETAINING WALL TO BE PROVIDED WHERE NECESSARY IN CUT OR FILL AREAS. 2. NO GUARD POSTS. 18" RTICAL— /4" RAKE 6" THICK - CONC. PAD 6" MAN 3" MIN. FILTER FABRIC (ALL AROUND) 5-INCH STORZ ADAPTER j FACE OF VERTICAL CURB = TYP.: 6' TO 9' MIN.: 3'-0" 18"-24" CAST IRON VALVE BOX W/ LID MARKED "WATER" .I ao SERIES 940E OR AS APPROVED BY DISTRICT SIDEWALK I CL 52 6" D.I. PIPE GATE VALVE CONCRETE THRUST BLOCK 3 < 1/2 YARD 1 1/4" 4"x8%16" MIN. o F WASHED ROCK CONCRETE BEARING BLOCK cr FIRE HYDRANT ASSEMBLY FIRE HYDRANT PLAN VIEW FIRE HYDRANT ASSEMBLY VERTICAL CURB REVISION DATE SCALE I DISTRICT APPROVAL DATE APPROVED DECEMBER 1, 2022 NTS GregoryG.RAP.E. APRIL 27, 2023 FILE NAME W-5.DWG DWG. NO. I W-5 25002557 BULLETIN 1 a N44 e2025/06/25[� - 0. REVISION CORPORATION STOP FB500-6—NL 1 1/2" MIP X MIP OR FB500-7—NL 2" MIP X MIP BALLCORP CORP STOP NO —LEAD FORD TRACER WIRE ROMAC 202-S 90 DEGREE STREET STAINLESS STEEL ELL BEND STRAP SADDLE WATER SERVICE (IPT) AL IPS SIDR-7 250 PSI FPOLY PIPE IIIIIII III PE 4710 ASTM D-2239 PIPE WITH FORD NO. 74 OR 75 STIFFENER INSERTED IN END OF PIPE ,� 90 DEGREE STREET ELL BEND CLASS 52 DUCTILE IRON WATER MAIN I CORPORATION STOP q WATER MAIN 01 AAI COMPRESSION PACK JOINT FORD C-16-66—IDR7—NL 1 Y2" FIP X PEP OR FORD C-16-77—IDR7—NL 2" FIP X PEP PACK JOINT COUPLING NO —LEAD FORD TRACER WIRE PACK JOINT WATER SERVICE STIFFENER INSERT DEGREE STREET BEND ROMAC 202-S STAINLESS STEEL STRAP SADDLE (IPT) ELEVATION NOTES: 1. SERVICE LINE FITTINGS: ALL FITTINGS SHALL BE CAST FROM WATER WORKS BRASS CONFORMING TO C800. DO NOT BACKFILL UNTIL ALL FITTINGS HAVE BEEN INSPECTED BY THE DISTRICT. 2. MUNICIPAL SERVICE PIPE: IRON PIPE SIZE ID, ASTM D-2239, SIDR 7, PE 4710 (POLY PIPE) WITH 14 GAUGE SOLID CORE COATED TRACER WIRE. STRIP END AND CLAMP TO SADDLE. WATER SERVICE CONNECTION 1-1/2 INCH AND 2-INCH REVISION DATE SCALE I DISTRICT APPROVAL DATE APPROVED APRIL 11, 2023 NTS GregoryCG. HA P-F- APRIL 27, 2023 FlLE NAME w-gn nwr" DWG. NO. I W-20 3" MIN. — 4" MAX. FROM INSID FRONT WALL OF METER BOX 1" METER SETTER FORD NO. VBB94-15W-11-44ZA—NL CORPORATION STOP FB500-4—NL 1" MIP X MIP BALLCORP CORP STOP NO —LEAD FORD TRACER WIRE GRIP JOINT COUPLING C16-44G—NL 1" FIP X PEP NO —LEAD FORD 1" IPS SDIR-7 250 PSI POLY PIPE STIFFENER INSERTED IN END OF PIPE SINGLE SERVICE NOTES: 1. DO NOT BACKFILL UNTIL ALL BRASS FITTINGS HAVE BEEN INSPECTED BY THE DISTRICT. 2. WATER METER BOXES SHALL BE A MINIMUM OF 5 FEET FROM POWER VAULTS, HANDHOLES, STREET LIGHTS AND ELECTRICAL SERVICES AND SHALL BE A MINIMUM OF T 3 FEET FROM OTHER WATER METERS, SERVICES, FIRE HYDRANTS AND BLOWOFF N ASSEMBLIES. 3. METER BOX SHALL BE SUPPLIED BY DEVELOPER OR CONTRACTOR AND SHALL BE PER (V STANDARD DETAIL W-18. C) 4. FIBER WASHER TO BE USED IN DOUBLE PURPOSE UNIONS. LO 5. 1" METER SETTER TO BE USED FOR %" X 3/4" METERS WITH ADAPTERS. DISTRICT TO N PROVIDE ADAPTERS AT THE TIME OF METER INSTALLATION. r , 6. INCLUDE 14 GAUGE SOLID CORE COATED TRACER WIRE FROM WATER MAIN TO METER I v BOX. INCLUDE 2—FT OF ADDITIONAL WIRE IN METER BOX. METER SETTER DETAIL REVISION DATE I SCALE DISTRICT APPROVAL DATE APPROVED APRIL 17, 2023 NTS Gregory G. RA P.E. APRIL 27, 2023 FlLE NAME W-16.DWG DWG. NO. I W-16 R-436209 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TB 6.24.25 SURVEYED: SCALE: VERTICAL: NAVE) 1988 DATE: HORIZONTAL: NAD 1983/1991 AlOW41116 6/24/25 DESIGNED: CITY OF CH I POTLE 108TH AVE SE FIELDBOOK: RENTON DRAWN: PAGE: VR ONE INCH DATU M VAS• DRAWING NO: CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE DETAIL SHEET 2 C7.1 INCH BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: 12 15 T CV C) CV C) C) LO CV CU \1 N W W I v J W �` Lu W _J RAISED EDGE DETAIL 1'-0- 6-1 SIDEWALK LEVEL J 1/2' EXTEND SIDEWALK TRANSVERSE 1' - 0• 1' - 0 318- ON) PREMOLDED JOINT FILLER 1/2' ON) R I JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE ROU DING 2j-`-0% 1 iR" (IN) R. (TYP.) e I FOR CURB DETAILS •►+�• , 1.5% _ SEE STD PLAN 101 rt 1• (IN, R ! f . �. ,ys r •• ... , �... f•• EXISTING ROADWAY ��Pa '7�-��/f CRUSHEOROCKBAS SEE RAISED EDGE =- V - 0' SIDEWALK DETAIL' THIS SHE TYPICAL UNDER CRUSHED SURFACING TOP COURSE (CSTC) SIDEWALK OMPACT TO 95% MODIFIED PROCTOR ALL CUT �, N UNLESS REQUIREMENT WANED BY SLOPES WITH RAISED EDGE ENGINEER) TYPICAL UNDERALLCURS, 1/2" (IN) R. (TYP.) GUTTER 8 SIDEWALK CSTC UNDER 2.0% 1 FOR CURB DETAILS CURB 8. GUTTER TO BE W THICKNESS OR - P 1.5% SEE STD PLAN! 101 MATCH EXISTING ROADWAY CRUSHED ROCK �� Oa BASE, WHICHEVER IS GREATER (TYP. FOR aM� ► • . • f ALL CURB R GUTTER). FINISHED GRADE 1" (IN) BELOW 1 TOP OF CONCRETE SURFACE 2-0- SIDEWALK ADJACENT TO CURB 1 0 1 MIN ROU DING 1r2" (IN) R. (TYP.) FOR CURB DETAILS 20% � - 'a 14% SEE STD PLAN 101 4 BRIDGE OR PEDESTRIAN 5`" A�` 1-- - -'-- _ ,y!�'� '•'f��•�,•. /1 RNLING �� � FOR cuRe DETAILS (STEEP TO CURB SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES) BARRIER -SEE CONTRACT PLANS WALL OR BARRIER I 1f2" (IN) R. (TYP.) FLUSH I I SIDEWALK 1.5% •. r • �. f W- N) R_ VERTICALWALL - W �' 1'�l'7.y7"� t~�•"' • - - . • SEE DETAIL - -.'•• , 318- (IN) PREMOLDED JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL PREMOLDED FOR SIDE JOINT FILLER TREATMENTI SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL �� (SEE NOTE 10) SIDEWALK 1R" (IN) R. SECTIONS 1 11-() 1.5% FOR CURB DETAILS 1.5% MIN. SEE STD PLAN 101 BROOMED FINISH `�V2'"`Y�(/r,�y • OR MATCH EXISTING 0 4- WIDE SMOOTH � 5• TROWELED PERIMETER FINISHED GRADE VON) BELOW TOP OF CONCRETE SURFACE FOR PLANTING -FLUSH IF PAVED ADJACENT TO BUFFER STRIP Let 0 " 10� " 6" � 5 � \ CEMENT CONCRETE CURB ��\� (CURB AND GUTTER SHOWN) C FOR CURB DETAILS SEE STD PLAN 101 i_ 1/8• TO 1/4' NOTES / 1. Four feet of the sidewalk width shall be the minimum pedestrian CONTRACTION JOINT • ' � � •+� p � �' accessible route Iwuzy free of vertical IN SIDEWALK ONLY , ► •T Jb. �0 PR and horizontal obstructions. Gratings, ►' ' : _', Access Covers, Junction Boxes, FULL -DEPTH EXPANSION JOINT IN BOTH Cable Vaults, Pull Boxes and other CURB AND SIDEWALK (SEE STD PLAN 101.1) appurtenances within the sidewalk `S�o are c must be flush with surface, and match CONTRACTION JOINT -� - grade of the sidewalk. JOINT AND FINISH DETAIL . J 2. Monolithic Cement Concrete Curb and •� I r r Sidewalk is not permitted In new For Other referenced NOTES see construction. When replacement work STD PLAN 104.2. ' necessitates a Monolithic Cement PREMOLO[ Concrete Curb build per WSDOT Standard Plan F-30.10.03. Paved surfaces must comply with JOINT FILLER STD PLAN 102.1 as applicable. E FULL -DEPTH 3. Concrete to be 4,000 PSI. STD JOINT STD PLAN - 102 DocuSign Envelope ID: 6EECF5 PUBLIC WORKS CEMENT CONCRETE ,'Pfz(}� Fi DEPARTMENT SIDEWALK f,:1L" I iC -Rn2A-4174A-R4S6-A117AAR'ARR7R I , SEE STANDARD PLANS 110, 110.1, 110.2, AND 111 FOR PAVEMENT RESTORATION REQUIREMENTS SURFACE RESTORATION AS i SPECIFIED IN CONTRACT DOCUMENTS 12"MIN.--- EXISTING PAVEMENT SURFACE NEAT LINE TRENCH J. , SEE NOTE 4 "CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9-03.9(3), COMPACTED TO 95 % OF MAXIMUM DENSITY "CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9-03.9(3), "BANK RUN GRAVEL FOR TRENCH BACKFILL" PER WSDOT STD. SPEC 9-03.19, OR "GRAVEL BORROW" PER WSDOT STD. SPEC 9-03.14(1), COMPACTED TO 95 % OF MAXIMUM DENSITY BENCH AS NEEDED FOR SHORING SYSTEM WHEN DEPTH IS 4' OR GREATER PIPE PIPE ZONE BEDDING AND BACKFILL PER STD. PLANS 220.00 AND 220.10 SEE NOTE 1 -I UNPAVED AREAS PAVED AREAS I NOTES: 1. SEE WSDOT/APWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR MEASUREMENT OF TRENCH WIDTH. 2. EXCAVATIONS OVER 4' DEEP SHALL COMPLY WITH THE SAFETY STANDARD DESCRIBED IN CHAPTER 295-155 PART N OF THE WAG. 3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS DETERMINED BY PIPE MANUFACTURER. 4. IN PAVED AREAS, IF PIPE HAS LESS THAN 3' OF COVER, USE "CRUSHED SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE. 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 220.20 PUBLIC WORKS PPGTYPICAL TRENCH AND BACKFILL CVfD.9/28/2018 1 Iftw (TRI DEPARTMENT GAZ P"b81!Works Adm in ,, DATE :45 AI` 25002557 J LU w ❑ z Of w LL r m ❑ BEAN NTH CCIK"ES! AIR. FREE OF OIL Al MINIMUTA OF 90 P. $NOTE: CRACK VdDTHS LESS THAN 1/4- SHALL OTT BE SEALED IF SEAL COAT IS TO FOLLOW. SMALL CRACKS (LESS THAN 1,/4") MEDIUM CRACKSt ROUTED TO 1.1 RATIO FOR 1/4" TO 3/4" WIPE AND CLEANED IM T►i COMPIRESSED AIR FREE OF OIL AT A MINIMUM OF 90 P.S•I, ROUTED TO 3/4" CIEPTH FOR UP TO 1-1/2- 'AIDE AND CLEANED M TH COMPRF =SSED AIR FREE OF CIIL AT A MINIMUM OF 90 P.S.I. UP TO 3/4" DEEP r aMi.^ V> TC1 BE SEALED TH CRACK SEALANT. AXEGEE SEALANT TO ISURE UNIFORM >PLI QATION_ STING CRACK IN PAVEMENT EXISTING PAVEMENT EXISTING BASE IMMEDIATELY AFTER GLEANING. CRACK IS TO BE SEALED 1M TH CRACK SEALANT, SQUEEGEE SEALANT 7(> ENSURE UNIFORM APPLICATION_ ExITING CRACK IN PAVEMENT -EXISTING PAVEMENT BACKER ARE-----j / COSTING BASE MAY OPTIONAL AND MAY BE USED AT CONTRACTOR'S DISCRETION (MIN- 1/2~ COVER)- W BACKER RODS ARE USED, MEDIUM TO LARGE CRACKS DIAMETER SHALL BE APPROXIMATELY 25% - (1/4" TO 1-1 LARGER THAN CRACK f/ AND HEAT RE$ISTANT MEETING ASTM 5249 TYPE I, DETAIL ASPHALTPAVEMENT- C1RACKSEAL GKAGK btALINU AP ASPHALT REPAIF PER PLAN Al' SPECIFICATIOI' PRIOR TO SEA COAT APPLICATI( DETAIL ASPHALT PAVEMENT - SEAL COAT ^'_ACE TWO -COAT ASPHALT -_AL COAT ACCORDING TO 'ECIFICATIONS OVER CLEAN, 2Y SURFACE. FIRST COAT TALL BE SQUEEGEED AND 7COND COAT MAY BE "RAYED. EXISTING PAVEMENT EXISTING BASE EXISTING SUBGRADE NOTES 4'-0"MIN. - A 4'-0"MIN. - SEE CONTRACT PLANS 3/8" (IN) EXPANSION SEE CONTRACT PLANS 1. At marked crosswalks, the connection between the landing and the 3/8" EXPANSION PEDESTRIAN CURB SEE PEDESTRIAN CURE - roadway must be contained within the width of the crosswalk markings. JOINT (TYP.) - JOINT (TYP.) - SEE SEE NOTE 9 STANDARD PLAN F- SEE STANDARD PLAN F-30.10 10 LANDING SEE NOTE 9 2. Where "GRADE BREAK" is called out, the entire length of the grade LANDING break between the two adjacent surface planes shall be flush. I B SIDEWALK 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- nances on any part of the Curb Ramp or Landing, or in the Depressed SIDEWALK Curb and Gutter where the Landing connects to the roadway. 3" R. 4. See Contract Plans for the curb design specified. See Standard Plan CURB AND GUTTER CURB RAMP CURB RAMP CURB RAMP 4'- 0" MIN. - SEE CONTRACT PLANS ` DETECTABLE WARNING SURFACE - 4'- 0" MIN. C SEE STANDARD PLAN F-45.10 SEE CONTRACT PLANS FACE OF CURB FACE OF CURB DEPRESSED CURB AND GUTTER CROSSWALK PLAN VIEW DETECTABLE WARNING SURFACE - TYPE PARALLEL A SEE STANDARD PLAN F-45.10 4' - 0" MIN. SEE CONTRACT PLANS 0 CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.1 a FOR CURB RAMP LENGTHS GREATER THAN 8' - 0"PROVIDE v CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. w CEMENT CONCRETE PEDESTRIAN LANDING CURB - SEE NOTE 9 j SECTION O 15'- 0" MAX. (TYP.) 4 - 0" MIN. 15' - 0" MAX. (TYP.) SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 SIDEWALK1 GRADE BREAK GRADE BREAK `TI CURB RAMP LANDING 3/8" EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRET^ PARALLEL A" PAY BULLETIN 1 REVISION CURB RAMP F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and Pedestrian Curb details. DETECTABLE WARNING SURFACE - 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. SEE STANDARD PLAN F-45.10 See Contract Plans for width and placement of sidewalk. DEPRESSED CURB AND GUTTER 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, CROSSWALK Pedestrian Curb, or Sidewalks. 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise shown in the Contract Plans). When applying the 15-foot max. length, PLAN VIEW the running slope of the curb ramp is allowed to exceed 8.3%. Use a single TYPE PARALLEL B constant slope from bottom of ramp to top of ramp to match into the sidewalk over a horizontal distance of 15 feet. Do not include abutting landing(s) in the15-foot max measurement When a ramp is constructed on a radius the - GRADE BREAK 15-foot max. length is measured on the inside radius along the back of the SLOPE walkway. COUNTER TOP OF 5.0� ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. DEPRESSED CURB AND GUTTER - 9. Pedestrian Curb may be omitted if the ground surface at the back of the SEE STANDARD PLAN F-10.12 Curb Ramp and/or Landing will be at the same elevation as the Curb AND NOTE 6 Ramp or Landing and there will be no material to retain. 4 - 0" MIN. 15' - 0" MAX. (TYP.) LEGEND SEE CONTRACT PLANS SEE NOTE 7 SLOPE IN EITHER DIRECTION GRADE BREAK SIDEWALK * 1.5% OR FLATTER RECOMMENDED FOR GRADE BREAK DESIGN/FORMWORK (20/ MAX.) d a * * o 7.5/o OR FLATTER RECOMMENDED FOR DESIGN/ FORMWORK (8.3% MAX.) - SEE NOTE 7 CURB RAMP PEDESTRIAN CURB - _) LANDING SEE NOTE 9 SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT - SEE NOTE 6 A TYPE PARALLEL A PAY LIMIT TB 6.24.25 SURVEYED: DESIGNED: DRAWN: CHECKED: BY DATE AP P R APPROVED: 3/8" (IN) EXPANSION JOINT (TYP.) - SFF STANDARD PLAN F-30 10 ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY � � pF WA o2�� ^� 0, I S T �s10NAL Zeller, Scott Jun 24 2016 7:19 AM Casi", PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Carpenter, Jeff eao-'r-1 Pq Jun 29 2016 227 PM osg STATE DESIGN ENGINEER Amok Washington State Department of Transportation CITY OF RENTON • Planning/Building/Public Works Dept. R-436211 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HHuynh 07/22/2025 DATE: FIELDBOOK: PAGE: DRAWING NO: C7.3 SHEET. 14 OF. 15 T C) O L J N U N N w W I 6" CURB HEIGHT UNLESS OTHERWISE SHOWN ON PLANS. SEE PLANS FOR FINAL PROPOSED ELEVATIONS. MATCH EXISTING ADJACENT CURB PROFILE UNLESS OTHERWISE SHOWN ON PLANS. I I SAWCUT, REMOVE, AND REPLACE 2' X TOTAL LENGTH OF CURB REMOVAL SECTION AND PROVIDE REPLACEMENT ASPHALT TO MATCH EXISTING PAVEMENT SECTION IN TWO ° LIFT COURSES AS NEEDED. THIS SHALL BE INCIDENTAL 4„ T0, AND BID AS PART OF, CURB CONSTRUCTION. EPDXY COATED — EXISTING SUBGRADE — TO REMAIN I4 REBAR III 7" NOTES: 1. DETAIL SHOWN FOR REFERENCE ONLY. FIELD CONSTRUCTION SHALL MATCH EXISTING CURB TYPE, INCLUDING DIMENSIONS AND REINFORCEMENT, AS WELL AS ELEVATION, UNLESS OTHERWISE SPECIFICALLY SHOWN ON PLANS. 2. VERTICAL SAWCUT SHALL BE MADE AT ALL LIMITS OF REMOVAL TO CREATE A CLEAN EDGE. 3. GRADING, ADDITIONAL AGGREGATE/CONCRETE REQUIRED TO MATCH EXISTING CROSS SECTION GRADES, AND SEEDING OF ADJACENT LANDSCAPE AREA SHALL BE INCIDENTAL TO, AND BID AS PART OF, CURB CONSTRUCTION. DETAIL CONCRETE PAVEMENT - REMOVE AND REPLACE VERTICAL CURB 6" CONCRETE SLAB WITH #4 CONCRETE BAR @ 18" C/C EACH WAY 6" COMPACTED CRUSHED AGGREGATE BASE WITH SAWCUT JOINTS NATIVE SUBGRADE COMPACTED TO UNYIELDING CONDITION AUTOMOBILE CONCRETE PAVEMENT SECTION 3" HOT MIX ASPHALT 6" AGGREGATE BASE DENSE AND UNYIELDI1' SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS AUTOMOBILE CONCRETE PAVEMENT SECTION PER RECOMMENDATION BY PANGEO IN GEOTECHNICAL INVESTIGATION REPORT DATED JUNE 3RD, 2025 RESERVED PARKING THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE VAN PARKING SPACES CCESSIBLE [PENALTY PENALTY SIGN WITH 4500 FINE WORDING AS REQUIRED AWAY ZONE BY STATE OR LOCAL LAW 2"-12 GAUGE SC TUBE SIGN POST SLOPE TOP OF CONCRETE GROUND /PAVING 3500 P.S.I. G P.C. CONCRETE R7-8 R7-8A 12" X 9" 0 3" N 00 i� 7 f 1 ACCESSIBLE PARKING SIGN N.T.S. DETAIL ADA SIGN AND BASE 4" HOT MIX ASPHALT 6" AGGREGATE BASE DENSE AND UNYIELDING SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS TRUCK LANE PAVEMENT SECTION PER RECOMMENDATION BY PANGEO IN GEOTECHNICAL INVESTIGATION REPORT DATED JUNE 3RD, 2025 PAVEMENT SECTIONS CP-SB DETAIL TYPICAL WHEEL STOP SECTION WHEEL STOP SPIKE CP-WS Min. 4' �.�.. .....�... �.".....r� Surrounded with 12 inches (min.) of Washed Gravel wrapped with non -woven geotextile fabric < > I ent :;ted 6" I I�VUIJG (CSBC) NOT TO SCALE Depth from Top of Wall to Finish Grade (D) Rock Size (Weight)' Average Rock Width (B)1 0 - 2 ft 2 man (200 - 700 Ibs) 18 - 28 inches 2 - 4 ft 3 man (700 - 2,000 Ibs) 28 - 36 inches 4 - 6 ft 3 man (700 - 2,000 Ibs) 28 - 36 inches 1 Per WSDOT Standard Specifications See report text for additional recommendations. PanGEO 1 IY C O R P O R A T E D Proposed Retaining Wall 17803 108th Avenue SE Renton, Washington TYPICAL ROCKERY DETAIL Project No. lFigure No. 24-497 R-436212 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ar% IL HHuynh 07/22/2025 NOTES: 1. ROCK WALL BY SEPARATE PERMIT, SHOWN FOR REFERENCE ONLY 2. GEOTECHNICAL INSPECTIONS: 4 BELLEF� 2.1. VERIFY COMPETENT BEARING SOILS FOR ROCKERY OF WAs�'rfd� 0 BULLETIN 1 TB 6.24.25 SURVEYED: SCALE: DATE: 2.2. VERIFY ROCKERY IS CONSTRUCTED PER THE PROJECT PLANS, INCLUDING ��� ���' HORIIZEONTAL AD 119 3/1991 CITY 0 DRAINAGE PROVISIONS DESIGNED: FIELDBOOK: 2.3. VERIFY ADEQUATE PLACEMENT AND COMPACTION OF ROCKERY BACKFILL DRAWN: RENTON PAGE: 2.4. VERIFY ADEQUATE PAVEMENT SUBGRADE PREPARATION DRAWING N0: `Po 25002557 �� CHECKED: ONE INCH DATU M INCH STER�'9 F NOT ONE AT FULL SCALE Planning/Building/Public Works Dept. C7.4 SSIONAL E� N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORD NGLY SHEET: OF: 2025/06/25 15 15 N Cfl C'7 O LU z J li ry Uj O U PLANTING POTS PER ARCHITECT GRAPHIC SCALE IN FEET 0 5 10 20 — NNW — 0 Sheet List Table Sheet Number Sheet Title L0.0 COVER SHEET L2.0 SOILS PLAN L1.0 MATERIALS PLAN L5.0 LANDSCAPE PLAN EXISTING TREE CREDITS # NAME CREDIT 749 DOUGLAS FIR 7 750 DOUGLAS FIR 6 751 DOUGLAS FIR 7 752 DOUGLAS FIR 7 753 DOUGLAS FIR 7 754 DOUGLAS FIR 8 EXISTING TOTAL: 42 CREDITS c' K NEW TREE CREDITS I I I I 0 I I *REQUIRED: 20 CREDITS Al C� =L6.1, M SHALL BE BIDDER DESIGN 0 EXISTING IRRIGATION SYSTEM. .2, AND L6.3 FOR BASIS OF DESIGN ND DETAILS. I I I I I n 0 I I I I 0 I I I ww00 T W f4'BULLETIN 1 TB 6.24.25 D DESIGNED: SURVEYED: SCALE: 1988 HORIZONTAL: NAD 1983/1991 • C T Y OF = m t/ DRAWN: I RENT 0 N a + RL ONE INCH DATU M CHECKED: SE AT FULL SCALE Planning/Building/Public Works Dept. ��N85CAp�� IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY Al R-436213 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HHuynh 07/22/2025 CURRENT PLANNING �0'IL jding 07/22/2025 ' DATE: CH I POTLE 108TH AVE SE 6/23/25 FIELDBOOK: PAGE: COVER L0.0 SHEET: 1O OF: z Q J N II Cfl (n � J Q ry Lu 0 � Lu Q GRAPHIC SCALE IN FEET 0 5 10 20 L�i Q z J Li BULLETIN 1 REVISION TB 16.24.251 1 SURVEYED: DESIGNED: DRAWN: RL CHECKED: SE BY I DATE I AP P R I APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M REFERENCE NOTES SCHEDULE SYMBOL CODE DESCRIPTION FO-0-001 EXISTING LANDSCAPE TO REMAIN 12 FURNISHINGS PACIFIC OUTDOOR PRODICTS, INC. 12-93-00 MODEL # SE-5585 CONTINUOUS LOOP BIKE RACK 1-7/8 INCH HEAVY DUTY STEEL TUBING BLACK POWDER COATED 32 EXTERIOR IMPROVEMENTS LANDSCAPE BARK MULCH 32-91-00 SUNSET MATERIALS, WOOD MULCH, 425-226-4140 APPLY TO 3 INCH DEPTH CITY OF RENTON Planning/Building/Public Works Dept. QTY 5,742 SF `a 38.9 CY R-436214 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HHuynh 07/22/2025 CURRENT PLANNING jding 07/22/2025 DATE: CHIPOTLE 108TH AVE SE FIELDBOOK: 5 DBOOK: PAGE: MATERIALS PLAN L1.0 SHEET: 11 OF: 19 z N Q U) C) J 0 0 U) Lu I— 100 --- Lij J t-- PRIVATE ROAD d ° d ° ° p d p p _d.. a IN 0 — — — — — -- 0 0 0000 °° oo IS,O0OO OOOO o00O O°O°uuuu(O°O° \S 00 oc 0O 0°OO SS °0 S O O °° SS — Ss OO O O D °O°o Oooc' OO OOOO nor, -' OOOO PLANTING POTS PER ARCHITECT EXISTING TREES SD m FAJ d I I � I I I - d I° - I I ° d 000 00°00°0 e 00 0000 O O O — • • • • — — • ,C'� � � 0'A'1'� AAA O�♦Z�_ _>Z� � � � � � r[':1'� �1 ♦j / 1 • • / • • • r �.I ICI ICI k8 ♦ • • • • V uuW uuuuuuW • � - u - u � �� �� � , uuuuuuuu �I • • ullluuuuW • • ' - - - • • • - - • • • . • • O o 0 0 0 0 0 0°0 0°0°0°0 0 0°0 O O O o 0 0 0 0 0 O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p o 0 0 0 0 0 0 0 0 0 0 o m o00 a• o 0 0 0 o O 00 00 00000o0Oro Q OOO 00 00 00000000 0 1. 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O< 'O O O o 0 0 d d o° 000°0°0° o° o 0 00 C o O°O°O� O° ae , oO O Tbr O-cO°C o00000000400 ° aof� °o°o OOC 000000000 00 °b 0000 o°C 0000000 O° e. O a 0000 GAS - 32-91-01 000000° °0 1 0 000 - GAS O0C O O000o O .64 o 0 —t— GAS — o°< O�o O O O O I °10 O°O° 0 0 00 0 o e O O O 00C 00000 O O o ° a O c O o O f °I0 O°O° O O o c o 0 0 O° o 0 0 c o 0 0 °� o 0 0 A\ 00C O000000c C n OI OOO —P O o 0 0 0 o O 000 0 0 0 0 0 0 0 10 O O p _ _ _ 0000 0000o0o0°O o I- 00f0 000 E _ P o00 o°o°o°0co p0 I' CIO O°O E O o o O°O°O°O°O°b° ° 00 O O O O O O O O O O O O O O O O O O O O O qO °O O O O O O O O O O O o i O O O 0 o 0 °o 0 °o 0 °o 0 °o0 ° o°0 o°0 o°0 o°0 Oo 0 0 0°0 0 0 O o 0 0 0 0 0 0 0 0 (fu O° O 0 0 0 0 0 0 0 0• o 0 0 O o o °�o O o 0 0 0 0 0 0 I �o 0 O°O°cc) 000 000 O ° 000 0 do0 oo o°O°O°O°O°o° °0° 0 0 0 0 0 0 0 o 0 00 0°�0 o 0 00 0 el` O 0 O 0 0 0000000000 O O o 0 0 0 0 0 0 0 0 0\ o odo e4_� q 0 o0oo0�0oOOOoO Ooo O000bo0 00 cbo 0 0 SD o 0 0 0 0 0 0 o O�O O ° i., O°o° O O°o0°O SD ° °°OHO OO\O oo I °O°o 000000000000 O° O O° SD; SD - 0000000000 00000000, 0 O °. I. cl 0000 0°O°O°O°o °O O°o°O10 i° g 0000 OOOOOoo0 00000 0 a.� O o 77 OOOO O 000 g0 �' QI 4 ODOR O e a O °O u0 o e Ia 4 e _ I N88009'21 "E 185.30� (R1)._ wwo�----- WW00----- NNW----- d' 4 PROPERTY LINE - I I I -- 00-- GRAPHIC SCALE IN FEET 0 5 10 20 cn •A — cn c/) d ' ' A 4 • • • • Q -- T--- .4 • ' -• Q . v ;n. -• i _ i. i� _ ' . r —J— — —--J—L—j-- dr a 4 d . 000000000000 . , 000000000000 d 4 I -L -_ e0a0�0 0 0 � I I I da I i :r -- I Jd ° 4 I d \ I •I d c/) .I Y �� p d 4 LLII11 (/) o cf) �I a BLDG d -4 C r SS a 'p 4 d 4 4 \ N N `SS 000 _ I SD 2Q 00-00 I � 97 MOO W 0 W I� Q 2 00 CD I c- c I I I 0 0 I I C� 0 I I 0 0 I I C� 0 I I 0 0 I I I 0 0 I I 0 I I I T- W W REFERENCE NOTES SCHEDULE SYMBOL CODE DESCRIPTION QTY 00-00 EXISTING LANDSCAPE TO REMAIN 5,779 SF 12 FURNISHINGS PACIFIC OUTDOOR PRODICTS, INC. 2 12-93-00 1 MODEL # SE-5585 CONTINUOUS LOOP BIKE RACK 1-7/8 INCH HEAVY DUTY STEEL TUBING BLACK POWDER COATED 32 EXTERIOR IMPROVEMENTS 00 ° °O ° 00 ° °O ° LANDSCAPE TOP SOIL 39.2 CY O O O O 32-91-01 SUNSET MATERIALS, 60/40 TOPSOIL MIX, 425-226-4140 O O O O O O O APPLY TO 3 INCH DEPTH R-436215 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING } HHuynh 07/22/2025 IR CURRENT PLANNING jding 07/22/2025 1988 DATE: BULLETIN 1 TB 6.24.25 SURVEYED: SCALE: VERTICArr k° W wI y4/7/25 HORIZONTAL: NAD D1983/1991 CITY OF C H I P O T L E 10 8 T H AVE SE DBOOK: DESIGNED: t/ FIELDBOOK: 3 DRAWN: RENT 0 N UR RL ONE INCH PAGE: m DRAWING NO: DATUM s 134 � �� CHECKED: S E AT FULL SCALE ��' ONE INCH Planning/Building/Public Works Dept. 85CAp� IF NOT SOILS PLAN L2.0 NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: 12 13 CV Cc) C'7 0 W T CV O CV O O CV CU N (D C'7 0 W T N O N O O Vo N U IRRIGATION SPECIFICATIONS N co co i 6 i 0 W 1. SCOPE OF WORK 1.1. IRRIGATION SYSTEM SHALL BE BIDDER DESIGN MODIFICATION OF EXISTING IRRIGATION SYSTEM REFER TO L6.1, L6.2, AND L6.3 FOR BASIS OF DESIGN SPECIFICATIONS AND DETAILS. 1.2. THE WORK CONSISTS OF: FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, AND ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT AS SHOWN ON THESE PLANS. 1.3. INSTALL THE IRRIGATION SYSTEM TO PROVIDE 100% UNIFORM COVERAGE INCLUDING ANY CHANGES MADE IN THE LAYOUT DUE TO FIELD CONDITIONS. ALL FIELD CHANGES SHALL BE IN ACCORDANCE WITH THESE PLANS. ANY SYSTEMS THAT REQUIRE FIELD ADJUSTMENT TO PROVIDE FULL AND UNIFORM COVERAGE SHALL BE MADE PRIOR TO FINAL ACCEPTANCE AT THE DIRECTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST. 1.4. SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF OPERATIONS ON -SITE. SEND COPIES OF THE PERMIT(S) TO THE OWNER'S REPRESENTATIVE. FOR WORK LOCATED IN THE R.O.W., CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE AGENCY HAVING JURISDICTION. 1.5. WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. 2. PROTECTION OF EXISTING AND PROPOSED SITE ELEMENTS 2.1. ALL EXISTING SITE ITEMS, ALREADY COMPLETED OR ESTABLISHED AND DESIGNATED TO REMAIN SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALL DAMAGE RESULTING FROM THE CONTRACTOR'S WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER, AT NO COST TO THE OWNER. 2.2. MAINTAIN ALL NECESSARY BMP DEVICES THROUGHOUT THE DURATION OF ALL CONSTRUCTION ACTIVITIES. 2.3. WHERE APPLICABLE, SUBMIT A DETAILED PROJECT SPECIFIC WORK ZONE TRAFFIC CONTROL PLAN IN ACCORDANCE WITH THE APPROPRIATE REGULATORY AGENCY STANDARDS UNLESS THE WORK REQUIRES NOTHING MORE THAN A DIRECT APPLICATION OF DOT STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION. 2.4. LOCATE ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO CONSTRUCTION ACTIVITIES. THE INFORMATION AND DATA SHOWN WITH RESPECT TO UTILITIES IS APPROXIMATE. THE OWNER AND DESIGN PROFESSIONAL SHALL NOT BE RESPONSIBLE FOR THE ACCURACY AND COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR; REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA; LOCATING ALL UTILITIES PRIOR TO CONSTRUCTION; THE SAFETY AND PROTECTION THEREOF; AND REPAIRING ANY DAMAGE RESULTING FROM THE WORK. THE COST OF ALL WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. NOTIFY THE LANDSCAPE ARCHITECT IN WRITING WHEN ANY CONFLICT BETWEEN UTILITIES AND THESE PLANS EXIST PRIOR TO INSTALLATION. 3. SUBMITTALS 3.1. SUBMIT FULL AND COMPLETE SHOP DRAWINGS OF ALL IRRIGATION EQUIPMENT AS SHOWN ON THESE PLANS TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION. 3.2. SUBMIT PRODUCT DATA SHEETS FOR ALL IRRIGATION EQUIPMENT TO BE INSTALLED TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION. THE IRRIGATION SYSTEM, AS SHOWN ON THESE PLANS, HAS BEEN DESIGNED AND CALCULATED WITH THE EQUIPMENT AS SPECIFIED. SUBMIT ANY REQUEST FOR PRODUCT SUBSTITUTION(S) IN WRITING. IF APPROVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY MODIFICATION(S) AS A RESULT OF PRODUCT SUBSTITUTIONS TO THE IRRIGATION SYSTEM IN THE SHOP DRAWINGS TO MEET THE DESIGN INTENT OF THESE PLANS. 4. EQUIPMENT LIST 4.1. ALL QUANTITIES ARE PROVIDED FOR CONVENIENCE ONLY. CONFIRM ALL QUANTITIES PER PLAN PRIOR TO BIDDING AND CONSTRUCTION. 5. POINT OF CONNECTION 5.1. FIELD VERIFY ALL POINT OF CONNECTION SOURCE INFORMATION INCLUDING STATIC PSI AND GPM AVAILABLE PRIOR TO CONSTRUCTION. NOTIFY OWNER'S REPRESENTATIVE IN WRITING IF DISCREPANCIES BETWEEN THE FLOW AND PRESSURE AS LISTED IN THE CRITICAL ANALYSIS AND THE FIELD CONDITIONS EXIST. 5.2. COORDINATE INSTALLATION OF ANY METERS AND BACKFLOW ASSEMBLIES WITH THE AGENCY HAVING JURISDICTION AND OWNER'S REPRESENTATIVE. 6. MAINLINE INSTALLATION 6.1. INSTALL ALL MAINLINES AND LATERALS UNDER PAVEMENT WITHIN SLEEVES. WHERE VALVE CONTROL LINES PASS THROUGH A SLEEVE WITH OTHER MAIN OR LATERAL LINES, CONTAIN WIRES WITHIN A SEPARATE, SMALLER CONDUIT. 6.2. INSTALL COLOR CODED METAL DETECTABLE MARKING TAPE WHICH CLEARLY NOTES: "CAUTION: IRRIGATION LINE BURIED BELOW" ABOVE THE FULL LENGTH OF THE IRRIGATION MAINLINE. 6.3. WHERE MAINLINE RUNS PARALLEL TO PAVEMENT OR CURBING, OFFSET THE MAINLINE 24" FROM THE EDGE OF PAVEMENT OR CURB. 6.4. PERFORM HYDROSTATIC PRESSURE TESTING AS FOLLOWS: 6.4.1. AFTER FLUSHING, AND THE INSTALLATION OF VALVES CONDUCT THE FOLLOWING TESTS IN THE SEQUENCE LISTED BELOW. FURNISH ALL EQUIPMENT; MATERIALS AND LABOR NECESSARY TO PERFORM THE TESTS. CONDUCT ALL TESTS IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE. NOTIFY THE OWNER'S REPRESENTATIVE FORTY-EIGHT (48) HOURS IN ADVANCE OF TESTING. 6.4.2. PERFORM WATER PRESSURE TESTS ON ALL PRESSURE MAIN LINES BEFORE ANY COUPLINGS, FITTINGS, VALVES AND THE LIKE ARE CONCEALED. 6.4.3. IMMEDIATELY PRIOR TO TESTING, PURGE ALL IRRIGATION LINES OF ALL ENTRAPPED AIR OR DEBRIS BY ADJUSTING CONTROL VALVES AND INSTALLING TEMPORARY CAPS FORCING WATER AND DEBRIS TO BE DISCHARGED FROM A SINGLE OUTLET. 6.4.4. TEST ALL PRESSURE MAIN LINE AT 150 PSI FOR A MINIMUM OF FOUR (4) HOURS WITH AN ALLOWABLE LOSS OF 5 PSI. PRESSURE AND GAUGES SHALL BE READ IN PSI, AND CALIBRATED SUCH THAT ACCURATE DETERMINATION OF POTENTIAL PRESSURE LOSS CAN BE ASCERTAINED. 6.4.5. RE -TEST AS REQUIRED UNTIL THE SYSTEM MEETS THE REQUIREMENTS. REPAIR ANY LEAKS, WHICH OCCUR DURING TEST PERIOD, IMMEDIATELY FOLLOWING THE TEST. 6.4.6. PROVIDE DOCUMENTATION STATING THE WEATHER CONDITIONS, DATE, THE START TIME AND INITIAL WATER PRESSURE READINGS, THE FINISH TIME AND FINAL WATER PRESSURE READINGS AND THE TYPE OF EQUIPMENT USED TO PERFORM THE TEST. THE DOCUMENTATION MUST BE SIGNED BY A WITNESS ACCEPTABLE TO THE OWNER, VERIFYING ALL OF THE ABOVE -MENTIONED CONDITIONS. 6.4.7. SUBMIT A WRITTEN REPORT OF THE PRESSURE TESTING RESULTS WITH THE OTHER ABOVE REQUIRED INFORMATION TO THE OWNER'S REPRESENTATIVE FOR APPROVAL. 7. IRRIGATION VALVES AND WIRING 7.1. LOCATE ALL VALVES, SPLICES WITHIN CONTROL LINES, QUICK COUPLERS, AND HOSE BIBBS WITHIN VALVE BOXES. PROVIDE PURPLE VALVE BOX LIDS FOR SYSTEMS UTILIZING A NON -POTABLE WATER SOURCE. 7.2. NUMBER THE TOP OF ALL VALVE BOX LIDS WITH MINIMUM 1" HEIGHT BLACK LETTERS TO CORRESPOND TO THE VALVE DESIGNATIONS. 7.3. WHEN POSSIBLE, LOCATE ALL VALVES IN PLANTING BEDS A MINIMUM OF 24" FROM BACK OF CURB OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. 7.4. SEPARATE IRRIGATION ZONES FOR HIGH AND LOW WATER USE REQUIREMENTS AND OPERATED ON DIFFERENT WATERING CYCLES. AT NO TIME SHALL MULTIPLE IRRIGATION HEAD TYPES BE LOCATED ON THE SAME VALVE UNLESS NOTED OTHERWISE. 7.5. INSTALL ALL DRIP ZONES WITH A FLUSH VALVE AND AIR RELIEF VALVE. IN THE EVENT THAT A DRIP ZONE HAS MORE THAN ONE HIGH OR LOW POINT, MORE THAN ONE AIR RELIEF VALVE OR FLUSH VALVE WILL BE REQUIRED FOR THAT ZONE. 7.6. FOLLOW MANUFACTURER'S SPECIFICATIONS FOR ALL WIRING FOR CONNECTION OF THE VALVES TO THE CONTROLLER. 11 TYPICAL IRRIGATION SPECIFICATIONS N.T.S. DETAIL -FILE ALL WIRE RUNS SHALL BE CONTINUOUS WITH SPLICING OCCURRING IN VALVE BOXES ONLY. WIRE CONNECTIONS SHALL BE MADE USING DBR/Y-6 CONNECTIONS OR APPROVED EQUAL. 7.7. INSTALL VALVE CONTROL WIRING IN THE SAME TRENCH AS THE MAINLINE WHERE PRACTICAL. 7.8. FOR NON TWO -WIRE SYSTEMS, RUN TWO (2) SPARE VALVE CONTROL WIRES FROM THE CONTROLLER ALONG THE ENTIRE MAINLINE TO LAST REMOTE CONTROLLED VALVE ON EACH AND EVERY LEG OF MAINLINE. 8. PIPES AND SLEEVING 8.1. DO NOT INSTALL IRRIGATION SYSTEM THROUGH PRESERVED PLANT COMMUNITIES, DRIPLINE OF EXISTING TREES, OR WITHIN WETLANDS UNLESS SPECIFICALLY NOTED OTHERWISE. 8.2. LOCATE ALL IRRIGATION LINES WITHIN LANDSCAPED AREAS WHENEVER POSSIBLE. ALL LINES UNDER PAVEMENT MUST BE SLEEVED. 8.3. SIZE ALL PIPE SLEEVES TWO PIPE SIZES GREATER THAN THE PIPE / CUMULATIVE SUM OF THE PIPES IT CARRIES. 8.4. SLEEVES UNDER EXISTING PAVEMENT MUST BE DIRECTIONAL BORE UNLESS APPROVED BY OWNER IN WRITING. 8.5. SOLVENT CEMENTS SHALL COMPLY WITH ASTM D2564. 9. CONTROLLER AND SENSORS 9.1. COORDINATE WITH OWNER'S REPRESENTATIVE FOR FINAL CONTROLLER AND RAIN SENSOR LOCATIONS. THE CONTROLLER SHALL BE PLACED IN A LOCKING CABINET APPROPRIATE FOR ITS LOCATION. (INDOOR VS. OUTDOOR USE) 9.2. LOCATE THE AUTOMATIC RAIN SENSOR SHUTOFF DEVICE IN AN AREA THAT IS UNOBSTRUCTED BY TREES, ROOF OVERHANGS, OR ANY OTHER OVERHEAD OBJECT. THE SENSOR SHALL NOT BE PLACED WITHIN THE SPRAY ZONE OF ANY SPRINKLER HEAD, INCLUDING OFF -SITE IRRIGATION. CONTRACTOR SHALL LOCATE SENSOR WITHIN CLOSE PROXIMITY TO THE IRRIGATION CONTROLLER. 10. CLEANUP 10.1. UPON COMPLETION OF ALL WORK AND BEFORE FINAL ACCEPTANCE, REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER'S REPRESENTATIVE. 11. AS -BUILT IRRIGATION PLANS 11.1. PROVIDE "AS -BUILT" DRAWINGS OF THE FINAL INSTALLATION TO OWNER'S REPRESENTATIVE PRIOR TO FINAL ACCEPTANCE OF WORK. INCLUDE THE FOLLOWING ON THE AS -BUILT DRAWINGS AT A MINIMUM: CONTROLLER LOCATION CONNECTION ASSEMBLY MAINLINE ROUTING PIPE SLEEVING VALVE(S) COLORIZED ZONING DIAGRAM 11.2. LOCATE ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR WHETHER INSTALLED BY THE IRRIGATION CONTRACTOR OR NOT ON THE "AS -BUILT" DRAWINGS. THE DEPTH BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH END OF THE SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON THE "AS -BUILT" DRAWINGS. 12. FINAL INSPECTION AND ACCEPTANCE OF WORK 12.1. MINIMIZE IRRIGATION OVERTHROW TO IMPERVIOUS AND NATURAL AREAS THROUGH FIELD ADJUSTMENTS TO INDIVIDUAL HEADS. 12.2. PROGRAM CONTROLLER TO IRRIGATE ALL ZONES WITHIN APPLICABLE WATERING WINDOWS AND PROVIDE WATERING SCHEDULE TO OWNER'S REPRESENTATIVE. 12.3. EQUIPMENT TO BE FURNISHED TO OWNER PRIOR TO ACCEPTANCE OF WORK: TWO (2) SETS OF KEYS FOR EACH AUTOMATIC CONTROLLER. TWO (2) 48 INCH TEE WRENCHES FOR OPERATING GATE VALVES (WHEN INSTALLED AS PART OF WORK). THREE (3) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING AND ADJUSTING EACH TYPE OF - SPRINKLER AND VALVE SUPPLIED ON THIS PROJECT. FIVE (5) EXTRA SPRINKLER HEADS, NOZZLES, SHRUB ADAPTERS, NOZZLE FILTER SCREENS, FOR EACH TYPE USED ON THE PROJECT. TWO (2) QUICK COUPLER KEYS TO MATCH MANUFACTURER TYPE OF QUICK COUPLER. 12.4. UPON COMPLETION OF ALL WORK, A FINAL INSPECTION SHALL BE PERFORMED BY THE OWNER AND/OR OWNER'S REPRESENTATIVE. THE IRRIGATION SYSTEM, CONSTRUCTION AND ALL OTHER INCIDENTAL WORK PERTAINING TO THIS CONTRACT SHALL BE INSPECTED FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. ANY ITEMS FOUND TO NOT BE IN COMPLIANCE SHALL BE CORRECTED AT NO COST TO THE OWNER. 13. WARRANTY 13.1. THE CONTRACTOR SHALL WARRANTEE ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF 1 YEAR FOLLOWING THE ACCEPTANCE OF THE WORK. 13.2. ANY PART OF THE IRRIGATION WORK THAT FAILS OR IS DEFECTIVE SHALL BE REPLACED OR RECONSTRUCTED AT NO COST TO THE OWNER INCLUDING BUT NOT LIMITED TO: RESTORING GRADES THAT HAVE SETTLED IN TRENCHES AND EXCAVATIONS RELATED TO THE WORK. RECONSTRUCTION SHALL INCLUDE ANY PLANTINGS, SOIL, MULCH OR OTHER PARTS OF THE CONSTRUCTED LANDSCAPE THAT MAY BE DAMAGED DURING THE REPAIR OR THAT RESULTS FROM SOIL SETTLEMENT. 13.3. THE DATE OF ACCEPTANCE OF THE WORK AND START OF THE GUARANTEE PERIOD SHALL BE DETERMINED BY THE OWNER, UPON THE FINDING THAT THE ENTIRE IRRIGATION SYSTEM IS INSTALLED AS DESIGNED AND SPECIFIED, AND FOUND TO BE OPERATING CORRECTLY, SUPPLYING WATER EVENLY TO ALL PLANTING AND/OR LAWN AREAS. 13.4. NEITHER THE FINAL ACCEPTANCE NOR ANY PROVISION IN THE CONTRACT DOCUMENTS SHALL RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR FAULTY MATERIALS OR WORKMANSHIP. REMEDY ANY DEFECTS WITHIN A PERIOD OF 7 DAYS (S) FROM THE DATE OF NOTIFICATION OF A DEFECT. 14. ABBREVIATIONS I1 GPM - GALLONS PER MINUTE GPH - GALLONS PER HOUR PSI - POUNDS PER SQUARE INCH BULLETIN 1 REVISION LATERAL PIPE SIZING REQUIREMENTS MAXIMUM FLOW MINIMUM PIPE SIZE 10 GPM 3/4" 16 GPM 1" 26 GPM 1-1/4" 35 GPM 1-1/2" 55 GPM 2" 80 GPM 2-1/2" 120 GPM 3" PIPE SIZES ILLUSTRATED IN THE ABOVE CHART ARE MINIMUM ACCEPTABLE SIZES. PIPE SIZES INDICATED ON PLAN ARE FOR CONVENIENCE ONLY. FIELD SIZE ALL LATERAL PIPING TO KEEP ALL FRICTION LOSS VELOCITIES BELOW 5.0 FPS. R-436218 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HHuynh 07/22/2025 ' CURRENT PLANNING c jding 07/22/2025 w TB 6.24.25 SURVEYED: SCALE: DATE: VERTICAL: NAVD 1988 HORIZONTAL: NAD , 983,, 99, CITY OF C H I P O T L E 10 8 T H AVE SE FI6/ 1ELDBOK: 0/25 DESIGNED: OK: RENTON DRAWN: RLIR PAGE: • ONE INCH DATU M DRAWING N0: CHECKED: SE AT FULL SCALE Planning/Building/Public Works Dept. IRRIGATION SPECS L6. 1 IF NOT ONE INCH BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET, 1 5 OF:- T N C) N LO N CU N co co W DRIP CONTROL VALVE ill =30' JUNCTION 1-INCH CONDUIT FITTINGS TO PO1 SUF POWER SUPPLY V 3ATION CONTROLLER: TROLLER IN CABINET WITH L MOUNT. INSTALL CONTROLLER AND NET ON WALL PER MANUFACTURER'S DMMENDATIONS. CONDUIT AND 3S FOR STATION TO REMOTE ,OL VALVES NOTES: 1. FOR EASE OF INSTALLATION INTO A CONTROLLER WITH MORE THAN 24 STATIONS, INSTALL A JUNCTION BOX AT THE BASE OF CONTROLLER AND TRANSITION LARGER VALVE AND COMMON WIRES FROM FIELD TO 18 AWG MULTI CONDUCTOR WIRE TO BE USED IN CONTROLLER. 2. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PVC CONDUIT FOR BELOW GRADE CONDITIONS. 3. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. IRRIGATION CONTROLLER 1" = 10' SEA-090-191-000-42 0 FINISH GRADE/TOP OF MULCH 2 VALVE BOX WITH LOCKING COVER 3 REMOTE CONTROL VALVE 4 30-INCH LINEAR LENGTH OF WIRE, COILED 5 WATERPROOF CONNECTION 6 ID TAG 7 PRESSURE REGULATING QUICK CHECK BASKET FILTER $ PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) J PVC SCH 40 ELL 1 PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL 11 PVC SCH 40 TEE OR ELL 12 MAINLINE PIPE 13 6-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 14 PVC SCH 80 NIPPLE, CLOSE 116 PVC SCH 40 ELL PVC SCH 40 TEE LATERAL PIPE PVC SCH 40 FEMALE ADAPTOR PLAN SEA-090-191-000-44 VALVE BOX WITH COVER FINISHED GRADE/ TOP OF MULCH QUICK -COUPLING VALVE PVC SCH 80 NIPPLE 6-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 3RICK (1 EACH CORNER) SUPPORT SCH 80 NIPPLE STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM PVC SCH 40 SWEEP ELL - PVC SCH 40 ELL- SCH 40 SWEEP ELL SCH 40 TEE OR ELL ILINE PIPE NOTE: FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. TYPICAL QUICK COUPLER 1 /2" = 1'-0" SEA-090-191-000-46 -III-III-I IIII�IIIIII MASTER CONTROL VALVE AS SPECIFIED. WATERPROOF WIRE CONNECTORS,ON 30" LOOPED WIRES. SCH 80 NIPPLES, VALVE INLET SIZE. J AT BOTTOM OF EACH BOX: 1/2" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES, OVER BRICK SUPPORTS, ONE EACH SIDE (TWO PER BOX). NDS RECTANGULAR BOXES WITH 6' EXTENSIONS AS REQUIRED. FINISHED GRADE. 11 I I1 I I1 I I1 11 I IIII=III1 I I_ SCHEDULE 80 NIPPLES, VALVE INLET SIZE. FLOW SENSOR AS SPECIFIED. / WATERPROOF WIRE CONNECTORS ON 18" LOOPED WIRES. SENSOR CABLE TO CONTROLLER SENSOR TERMINAL BOARD FLOW F� X X X[j x bC X X REDUCER AS REQUIRED. _FIVE PIPE DIAMETERS I I TEN PIPE DIAMETERS NO VALVES, REDUCERS, OR ELBOWS IN THIS AREA. MASTER CONTROL VALVE / FLOW SENSOR ASSEMBLY 1"=20' NOZZLES FINISHE GRADE/TOP OF MULCH ���I/✓//�Il��r � ���lM�'V Vl1llN�'V I --I I IMI - OP -UP SPRAY SPRINKLER ON -P RISER AS SPECIFIED PER — — —III I IRRIGATION SCHEDULE SCH 40 SWEEP ELBOW /2" FLEX PIPE, LENGTH AS NEEDED ATERAL TEE LATERAL PIP TYPICAL SPRAY / ROTAR HEAD 1" = 20' SEA-090-191-000-47 W J as �U =O ww �ie PVC MAIN LINE FROM BACKFLOW DEVICE. SEA-090-191-000-43 REDUCED PRESSURE BACKFLOW DEVICE AS SPECIFIED BACKFLOW ENCLOSURE GALVANIZED NIPPLES AND ELBOW AS REQUIRED GALVANIZED UNIONS AT EACH SIDE GALVANIZED RISERS FINISHED GRADE I I I I I I I I I I III I III I_ I I I III I I — ONCRETE THRUST BLOCKS, 90LBS OF CONCRETE (TYP) I i lI —1 I —III —III GALVANIZED ELBOW AND —1 I— NIPPLE, TYPICAL EA. SIDE _ VC COUPLER AND SCHEDULE —III 80 TOE NIPPLE, TYPICAL EACH I- SIDE SERVICE SID Q : I I — FLOW --MAIN LINE, SIZE AS 1-III—III— PER PLANS �I-III BACKFLOW PREVENTER 1 /2" = 1'-0" SEA-090-191-000-45 R-436219 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HHuynh 07/22/2025 ' CURRENT PLANNING o 7 jding 07/22/2025 ' J I QBULLETIN 1 TB 6.24.251 SURVEYED: SCALE: DATE: VERTICAL: NAVD 6/10/25 HORIZONTAL: NAD ,983/183,,99, • DESIGNED: CITY Y OF C H I P OT L E 10 8T H AVE SE FIELDBOOK: RENTON DRAWN: RL PAGE: VR ONE INCH DATUM vul• DRAWING NO: CHECKED: SE AT FULL SCALE Planning/Building/Public Works Dept. IRRIGATION DETAILS L6.2 IF NOT ONE INCH W NO. REVISION BY DATE APPR APPROVED: SHEEP: OF: J SCALE ACCORDINGLY U- 16 19 T N O N O O LO N CU N (D C'7 0 W T N O N O O Vo N U LANDSCAPE SPECIFICATIONS 1. SCOPE OF WORK 1.1. THE WORK CONSISTS OF: FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, AND ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT AS SHOWN ON THESE PLANS. 1.2. WORK SHALL INCLUDE MAINTENANCE AND WATERING OF ALL CONTRACT PLANTING AREAS UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER. 1.3. WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. 2. PROTECTION OF EXISTING AND PROPOSED SITE ELEMENTS 2.1. PROTECT ALL EXISTING SITE ITEMS, ALREADY COMPLETED OR ESTABLISHED AND DESIGNATED TO REMAIN FROM DAMAGE BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALL DAMAGE RESULTING FROM THE CONTRACTOR'S WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER, AT NO COST TO THE OWNER. 2.2. MAINTAIN ALL NECESSARY BMP DEVICES THROUGHOUT THE DURATION OF ALL CONSTRUCTION ACTIVITIES. 2.3. WHERE APPLICABLE, SUBMIT A DETAILED PROJECT SPECIFIC WORK ZONE TRAFFIC CONTROL PLAN IN ACCORDANCE WITH THE APPROPRIATE REGULATORY AGENCY STANDARDS UNLESS THE WORK REQUIRES NOTHING MORE THAN A DIRECT APPLICATION OF DOT STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION. 2.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO CONSTRUCTION ACTIVITIES. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UTILITIES IS APPROXIMATE. THE OWNER AND DESIGN PROFESSIONAL SHALL NOT BE RESPONSIBLE FOR THE ACCURACY AND COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR; REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA; LOCATING ALL UTILITIES PRIOR TO CONSTRUCTION; THE SAFETY AND PROTECTION THEREOF; REPAIRING ANY DAMAGE RESULTING FROM THE WORK. THE COST OF ALL WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING WHEN ANY CONFLICT BETWEEN UTILITIES AND THESE PLANS EXIST PRIOR TO PLANTING. 2.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED CUTTING OR DAMAGE TO PLANT MATERIAL EXISTING OR OTHERWISE. THIS SHALL INCLUDE COMPACTION AND SPILLING OF ANY DELETERIOUS MATERIALS WITHIN THE DRIP -LINE OF EXISTING TREES TO REMAIN. PLANT MATERIAL KILLED OR DAMAGED THAT IS MISSHAPEN AND/OR UNSIGHTLY SHALL BE REPLACED WITH LIKE SIZE AND KIND TO THE SATISFACTION OF THE OWNER OR REGULATORY AGENCY AT THE COST TO THE CONTRACTOR. 2.6. SEE TREE MITIGATION PLAN AND NOTES, IF APPLICABLE. 3. SUBMITTALS 3.1. SUBMIT MATERIAL SAMPLES LISTED BELOW FOR APPROVAL, ON SITE OR AS DETERMINED BY THE OWNER. UPON APPROVAL, DELIVERY OF MATERIALS MAY COMMENCE. MATERIAL SAMPLE SIZE MULCH ONE (1) GALLON PLASTIC BAG SOIL MIXTURE ONE (1) GALLON PLASTIC BAG PLANTS ONE (1) OF EACH VARIETY (OR TAGGED IN NURSERY) 3.2. SUBMIT TESTING RESULTS OF SOIL MIXTURE AS PER SECTION 6 BELOW. 4. PLANT MATERIALS 4.1. ALL PLANT MATERIAL SHALL CONFORM TO THE SPECIFICATIONS INDICATED ON THE DRAWINGS AND SHALL BE IN ACCORDANCE WITH GRADES AND STANDARDS FOR NURSERY PLANTS. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN PERMISSION FROM THE LANDSCAPE ARCHITECT AND OWNER. 4.2. ALL TREE SPECIES INSTALLED SHALL BE MATCHED IN SIZE AND SHAPE UNLESS NOTED OTHERWISE. 4.3. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF GROWTH, UPON DELIVERY TO THE SITE, DURING PROGRESS OF THE WORK AND/OR AFTER COMPLETION. REJECTED PLANTS SHALL BE REMOVED AND REPLACED IMMEDIATELY. 5. DIGGING AND HANDLING 5.1. PROTECT ROOTS OR ROOT BALLS OF PLANTS AT ALL TIMES FROM SUN, DRYING WINDS, WATER AND FREEZING, AS NECESSARY UNTIL PLANTING. NO PLANT MATERIAL SHALL BE HANDLED BY STEMS. 6. SOIL MIXTURE (PLANTING MEDIUM, PLANTING MIX, TOPSOIL MIX) 6.1. TEST EXISTING SOIL AND AMEND AS NECESSARY IN ACCORDANCE WITH THE GUIDELINES BELOW: 6.2. SOIL MIXTURE (PLANTING MEDIUM FOR PLANT PITS) SHALL CONSIST OF TWO PARTS OF TOPSOIL AND ONE PART SAND, AS DESCRIBED BELOW. SUBMIT SAMPLES AND PH TESTING RESULTS OF SOIL MIXTURE FOR OWNER'S REPRESENTATIVE APPROVAL PRIOR TO PLANT INSTALLATION OPERATIONS COMMENCE. 6.3. TOPSOIL FOR USE IN PREPARING SOIL MIXTURE FOR BACKFILLING PLANT PITS SHALL BE FERTILE, FRIABLE, AND OF A LOAMY CHARACTER; REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH WEEDS AND OTHER LITTER; FREE OF ROOTS, STUMPS, STONES LARGER THAN 2" IN ANY DIRECTION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. IT SHALL CONTAIN THREE (3) TO FIVE (5) PERCENT DECOMPOSED ORGANIC MATTER AND HAVE A PH BETWEEN 5.5 AND 7.0. 6.4. SAND SHALL BE COARSE, CLEAN, WELL -DRAINING, NATIVE SAND. 6.5. PLANT TREES IN THE EXISTING NATIVE SOIL ON SITE, UNLESS DETERMINED TO BE UNSUITABLE - AT WHICH POINT THE CONTRACTOR SHALL CONTACT OWNER'S REPRESENTATIVE TO DISCUSS ALTERNATE RECOMMENDATION PRIOR TO PLANTING. 7. WATER 7.1. PROVIDE WATER NECESSARY FOR PLANTING ESTABLISHMENT AND MAINTENANCE. WATER SHALL BE OF SATISFACTORY QUALITY TO SUSTAIN ADEQUATE PLANT GROWTH AND SHALL NOT CONTAIN HARMFUL, NATURAL OR MAN-MADE ELEMENTS DETRIMENTAL TO PLANTS. 7.2. WATERING/IRRIGATION RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY. 8. FERTILIZER 8.1. PROVIDE FERTILIZER APPLICATION SCHEDULE TO OWNER, AS APPLICABLE TO SOIL TYPE, PLANT INSTALLATION TYPE, AND SITE'S PROPOSED USE. SUGGESTED FERTILIZER TYPES SHALL BE ORGANIC OR OTHERWISE NATURALLY -DERIVED. 8.2. FERTILIZER RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY. 9. MULCH 9.1. MOISTEN MULCH MATERIAL AT THE TIME OF APPLICATION TO PREVENT WIND DISPLACEMENT, AND APPLIED AT A MINIMUM DEPTH OF THREE (3) INCHES. CONTRACTOR SHALL CLEAR MULCH FROM WITHIN A SIX (6) INCH RADIUS AROUND TRUNK / STEM FLARE. 9.2. PROVIDE A THREE (3) INCH MINIMUM LAYER OF SPECIFIED MULCH OVER THE ENTIRE AREA OF EACH PLANTING BED AND TREE RING (SIX (6) FOOT DIAMETER MINIMUM). 10. CONTAINER GROWN STOCK 10.1. CONTAINER GROWN PLANTS SHALL HAVE BEEN GROWN IN IT'S CONTAINER SUFFICIENTLY LONG ENOUGH FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. 10.2. INSUFFICIENT OR POORLY STRUCTURED ROOT SYSTEMS ARE NOT ACCEPTABLE AND WILL BE REJECTED. TYPICAL PLANTING SPECIFICATIONS N.T.S. SEA-090-191-000-37 z z w U- 10.3. ROOTS PLUS GROWER (RPG) PRODUCTS SHALL BE USED WHERE SPECIFIED. 11. MATERIALS LIST 11.1. ALL QUANTITIES ARE PROVIDED FOR CONVENIENCE ONLY. CONTRACTOR SHALL CONFIRM ALL QUANTITIES PER PLAN PRIOR TO BIDDING AND CONSTRUCTION. 12. FINE GRADING 12.1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING WHICH CONSISTS OF FINAL FINISHED GRADING (INCLUDING ADDITIONAL SOIL MIXTURE AS NEEDED) FOR LAWN AND PLANTING AREAS THAT HAVE BEEN ROUGH GRADED BY OTHERS. FINISH GRADE SHALL ACCOUNT FOR THICKNESS OF SOD AND/OR MULCH DEPTH. 12.2. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED FOR POSITIVE DRAINAGE TO SURFACE/SUBSURFACE STORM DRAIN SYSTEMS. AREAS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THE BUILDINGS. REFER TO CIVIL ENGINEER'S PLANS FOR FINAL GRADES, IF APPLICABLE. 13. PLANTING PROCEDURES 13.1. CLEAN WORK AND SURROUNDING AREAS OF ALL RUBBISH OR OBJECTIONABLE MATTER DAILY. REMOVE ALL MORTAR, CEMENT, AND TOXIC MATERIAL FROM THE SURFACE OF ALL PLANT BEDS. DO NOT MIX THESE MATERIALS WITH THE SOIL. SHOULD THE CONTRACTOR FIND SUCH SOIL CONDITIONS BENEATH THE SOIL WHICH WILL IN ANY WAY ADVERSELY AFFECT THE PLANT GROWTH, IMMEDIATELY CALL IT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 13.2. LOCATE, MAINTAIN AND PROTECT ALL UTILITIES ABOVE AND BELOW GROUND. CALL TO LOCATE UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 13.3. NOTIFY LANDSCAPE ARCHITECT IN WRITING IMMEDIATELY IF CONFLICT(S) EXIST WITH PROPOSED TREE LOCATIONS AND EXISTING OVERHEAD POWER LINES IN ACCORDANCE WITH SETBACK REQUIREMENTS. 13.4. NOTIFY LANDSCAPE ARCHITECT IN WRITING IMMEDIATELY IF CONFLICT(S) EXIST WITH PROPOSED TREE LOCATIONS AND EXISTING / PROPOSED LIGHT POLES. TREES INSTALLED IN CONFLICT WITH LIGHT POLES ARE SUBJECT TO RELOCATION AT THE EXPENSE OF THE CONTRACTOR. 13.5. REMOVE ALL EXISTING AND IMPORTED DELETERIOUS MATERIAL AND SUB -BASE FROM ALL LANDSCAPE PLANTING AREAS TO A MINIMUM DEPTH OF 36" OR TO NATIVE SOIL. CONTRACTOR IS RESPONSIBLE TO BACKFILL THESE PLANTING AREAS TO ROUGH FINISHED GRADE AS NEEDED WITH CLEAN SOIL MIXTURE. 13.6. FURNISH NURSERY'S CERTIFICATE OF COMPLIANCE WITH ALL APPLICABLE REQUIREMENTS. COMPLY WITH APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS GOVERNING LANDSCAPE MATERIALS AND WORK. 13.7. EXCAVATE ALL PLANTING PITS IN ACCORDANCE WITH LANDSCAPE DETAILS PROVIDED. TEST ALL TREE PITS WITH WATER BEFORE PLANTING TO ASSURE PROPER DRAINAGE PERCOLATION IS AVAILABLE. IF POOR DRAINAGE EXISTS, NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IN WRITING. NO ALLOWANCE WILL BE MADE FOR LOST PLANTS DUE TO IMPROPER DRAINAGE. CONTRACTOR SHALL ENSURE ELIMINATION OF ALL AIR POCKETS AROUND ROOTS. 13.8. SET TREES AND SHRUBS STRAIGHT AT AN ELEVATION THAT, AFTER SETTLEMENT, THE PLANT CROWN WILL STAND ONE (1) TO TWO (2) INCHES ABOVE GRADE. EACH PLANT SHALL BE SET IN THE CENTER OF THE PIT. PLANTING SOIL MIXTURE SHALL BE BACK FILLED, THOROUGHLY TAMPED AROUND THE BALL, AND SETTLED BY WATER (AFTER TAMPING). 13.9. DO NOT COVER TOP OF BALL WITH SOIL MIXTURE. ALL BURLAP, ROPE, WIRES, BASKETS, ETC., SHALL BE REMOVED FROM UPPER ONE THIRD (1/3) OF ROOT BALLS. 13.10. ALL SUCKER GROWTH AND BROKEN OR BADLY DAMAGED BRANCHES SHALL BE REMOVED WITH A CLEAN CUT IN ACCORDANCE WITH ANSI A-300. 13.11. SHRUBS AND GROUND COVER PLANTS SHALL BE SPACED IN ACCORDANCE WITH THE DRAWINGS, LANDSCAPE DETAILS AND AS INDICATED ON THE PLANT LIST. 13.12. TREE GUYING AND BRACING SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE PLANS TO INSURE STABILITY AND MAINTAIN TREES IN A PLUMB AND UPRIGHT POSITION. 13.13. FAILURE TO FOLLOW THE ABOVE PLANTING PROCEDURE SHALL MAKE THE CORRECTIVE MEASURES THE RESPONSIBILITY OF THE CONTRACTOR. 14. LAWN SODDING 14.1. THE WORK CONSISTS OF LAWN BED PREPARATION, SOIL PREPARATION, AND SODDING NECESSARY TO PRODUCE A TURF GRASS LAWN ACCEPTABLE TO THE OWNER. 14.2. ALL AREAS THAT ARE TO BE SODDED SHALL BE CLEARED OF ANY ROUGH GRASS, WEEDS, AND DEBRIS TO A MINIMUM DEPTH OF THREE (3) INCHES. PROVIDE ONE (1) INCH OF TOPSOIL ACROSS ENTIRE LAWN BED AND MIX THROUGHLY INTO TOP FOUR (4) INCHES OF SOIL TO BRING THE GROUND TO AN EVEN GRADE. THE ENTIRE SURFACE SHALL BE ROLLED WITH A ROLLER WEIGHING NOT MORE THAN ONE -HUNDRED (100) POUNDS PER FOOT OF WIDTH. DURING THE ROLLING, ALL DEPRESSIONS CAUSED BY SETTLEMENT SHALL BE FILLED WITH ADDITIONAL TOPSOIL AND THE SURFACE SHALL BE REGRADED AND ROLLED UNTIL PRESENTING A SMOOTH AND EVEN FINISH TO THE REQUIRED GRADE. 14.3. HAND RAKE LAWN BED UNTIL ALL BUMPS AND DEPRESSIONS ARE REMOVED. WET PREPARED AREA THOROUGHLY. 14.4. SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS DESIGNATED ON THE DRAWINGS WITHIN THE CONTRACT LIMITS, UNLESS SPECIFICALLY NOTED OTHERWISE. 14.5. THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE PLANT BOARD SPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL TYPE, AND FREE FROM WEEDS, FUNGUS, INSECTS AND DISEASE OF ANY KIND. 14.6. SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDED LAWN AREA. SOD SHALL BE LAID UNIFORMLY AGAINST THE EDGES OF ALL CURBS AND OTHER HARDSCAPE ELEMENTS, PAVED AND PLANTED AREAS. 14.7. IMMEDIATELY FOLLOWING SOD LAYING, ROLL LAWN AREAS WITH A LAWN ROLLER AND THEN THOROUGHLY IRRIGATED. 14.8. IF, IN THE OPINION OF THE OWNER, TOP -DRESSING IS NECESSARY AFTER ROLLING TO FILL THE VOIDS BETWEEN THE SOD PANELS AND TO EVEN OUT INCONSISTENCIES IN THE SOD, CLEAN SAND, AS APPROVED BY THE OWNER'S REPRESENTATIVE, SHALL BE UNIFORMLY SPREAD OVER THE ENTIRE SURFACE OF THE SOD AND THOROUGHLY WATERED IN. FERTILIZE INSTALLED SOD AS ALLOWED BY PROPERTY'S JURISDICTIONAL AUTHORITY. 14.9. DURING DELIVERY, PRIOR TO, AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD PANELS SHALL AT ALL TIMES BE PROTECTED FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE ROOTS TO THE SUN. ALL SOD SHALL BE STACKED SO AS NOT TO BE DAMAGED BY EXCESSIVE HEAT AND MOISTURE. 14.10. WITHIN THE CONTRACT LIMITS, PRODUCE AND MAINTAIN A DENSE, WELL ESTABLISHED LAWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RE -SODDING OF ALL ERODED, SUNKEN OR BARE SPOTS UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. REPAIRED SODDING SHALL BE ACCOMPLISHED AS IN THE ORIGINAL WORK (INCLUDING REGRADING IF NECESSARY). 15. CLEANUP 15.1. UPON COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER'S REPRESENTATIVE. 16. PLANT MATERIAL MAINTENANCE 16.1. ALL PLANT MATERIAL SHALL BE MAINTAINED BY WATERING, CULTIVATING, SPRAYING, AND ALL OTHER OPERATIONS (SUCH AS RE -STAKING OR REPAIRING GUY SUPPORTS) AS NECESSARY TO INSURE HEALTHY AND VIGOROUS GROWING CONDITIONS BY THE CONTRACTOR UPON DELIVERING TO THE SITE AND UNTIL FINAL ACCEPTANCE OF WORK. 17. FINAL INSPECTION AND ACCEPTANCE OF WORK 17.1. ALL PLANT BEDS SHALL BE KEPT FREE OF NOXIOUS WEEDS UNTIL FINAL ACCEPTANCE OF WORK. PRIOR TO FINAL INSPECTION, TREAT ALL PLANTING BEDS WITH AN APPROVED PRE -EMERGENT HERBICIDE PER MANUFACTURER RECOMMENDATIONS. (AS ALLOWED BY JURISDICTIONAL AUTHORITY) 17.2. PROVIDE WATERING/IRRIGATION SCHEDULE FOR ALL PLANT MATERIAL TO OWNER. OBSERVE ALL APPLICABLE WATERING RESTRICTIONS AS SET FORTH BY THE PROPERTY'S JURISDICTIONAL AUTHORITY. BULLETIN 1 1 TB 16.24.251 1 SURVEYED: REVISION DESIGNED: DRAWN: RL CHECKED: SE BY I DATE I APPR I APPROVED: 17.3. UPON COMPLETION OF ALL WORK, A FINAL INSPECTION SHALL BE PERFORMED BY THE OWNER AND/OR OWNER'S REPRESENTATIVE. ALL PLANTING, CONSTRUCTION AND ALL OTHER INCIDENTAL WORK PERTAINING TO THIS CONTRACT SHALL BE INSPECTED FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. ANY ITEMS FOUND TO NOT BE IN COMPLIANCE SHALL BE CORRECTED AT THE COST OF THE CONTRACTOR. 18. WARRANTY 18.1. THE LIFE AND SATISFACTORY CONDITION OF ALL PLANT MATERIAL INSTALLED BY THE LANDSCAPE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A MINIMUM OF ONE (1) CALENDAR YEAR COMMENCING AT THE TIME OF CERTIFICATION AND ACCEPTANCE OF THE WORK BY THE OWNER AND/OR OWNER'S REPRESENTATIVE. 18.2. ANY PLANT NOT FOUND IN A HEALTHY GROWING CONDITION THROUGHOUT THE WARRANTY PERIOD SHALL BE REMOVED FROM THE SITE AND REPLACED AS SOON AS WEATHER CONDITIONS PERMIT. ALL REPLACEMENTS SHALL BE PLANTS OF THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND MULCHED AS SPECIFIED AT NO ADDITIONAL COST TO THE OWNER. ANY REPLACED PLANT MATERIAL SHALL BE SUBJECT TO A NEW ONE (1) YEAR WARRANTY. 18.3. IN THE EVENT THE OWNER DOES NOT CONTRACT WITH THE CONTRACTOR FOR LANDSCAPE AND IRRIGATION MAINTENANCE, THE CONTRACTOR SHOULD VISIT THE PROJECT SITE PERIODICALLY DURING THE ONE (1) YEAR WARRANTY PERIOD TO EVALUATE MAINTENANCE PROCEDURES BEING PERFORMED BY THE OWNER. CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF MAINTENANCE PROCEDURES OR CONDITIONS WHICH THREATEN VIGOROUS AND HEALTHY PLANT GROWTH. 19. ABBREVIATIONS B&B - BALLED AND BURLAPPED BR- BARE ROOT CAL - CALIPER CT - CLEAR TRUNK DBH - DIAMETER AT BREAST HEIGHT FG - FIELD GROWN FTG - FULL TO GROUND GW - GREY WOOD HO - HARDENED OFF OA - OVERALL HEIGHT RPG - ROOTS PLUS GROWER R-436221 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HHuynh 07/22/2025 ' CURRENT PLANNING ff o --�' jding 07/22/2025 ' SCALE: VERTICAL: NAVD 1988 6/ 10/25 HORIZONTAL: NAD 1983,1991 CITY OF C H I P OT L E 10 8T H AVE SE t.R FIELDBOOK: RENT 0 N PAGE: ONE INCH DATUM vul• DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH LANDSCAPE SPECS L6.4 SCALE ACCORDINGLY SHEET: OF: 18 19 T N C) N C) LO N CU N co co i 0 W NOTES: 1. INSPECT TREE FOR DAMAGED BRANCHES, APPLY CORRECTIVE PRUNING. 2. SET ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. TOP OF ROOTBALL SHALL BE TWO INCHES ABOVE SURROUNDING GRADE WITH BURLAP AND WIRE BASKET INTACT. 3. REMOVE WIRE BASKET AND BURLAP DOWN FOUR TO SIX INCHES BELOW TOP OF ROOT BALL. REMOVE ALL TWINE AND (IF USED), SYNTHETIC MATERIAL. REMOVE OR CORRECT GIRDLING ROOTS. 4. TAMP EXCAVATED SOIL AROUND BASE OF ROOTBALL. 5. BACKFILL REMAINDER EXCAVATED SOIL TAMPED LIGHTLY. HIGH CLAY OR POOR SOIL SHALL RECEIVE SOIL AMENDMENT PER LANDSCAPE NOTES. 6. WATER THOROUGHLY WITHIN TWO HOURS USING 10 TO 15 GALLONS OF WATER. 7. APPLY MULCH IN EVEN LAYER, KEEPING AWAY FROM ROOT FLARE. 8. FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. TREE PLANTING log =20' SHREDDED HARDWOOD MULCH EXCAVATED BACKFILL TAMPED BACKFILL SUBGRADE SEA-090-191-000-31 HYDRANT OFIRE HYDRANT. O2 NO PLANT EXCEEDING 12" MATURE HEIGHT MATERIAL SHALL BE PLACED WITHIN SHOWN RADIUS OF ALL PROPOSED OR EXISTING FIRE HYDRANTS. CONTRACTOR SHALL ADJUST PLANT MATERIAL SO THAT NO CONFLICTS WITH FIRE HYDRANTS OCCUR ON SITE. OFRONT OF HYDRANT (TOWARD CURB) OINSTALL CONTINUOUS MULCH BED ADJACENT TO PARKING SPACES AS SHOWN. MULCH SHALL BE MIN. 3" DEEP. NO POP-UP IRRIGATION HEADS SHALL BE LOCATED WITHIN 24" OF A PARKING SPACE ON ANY SIDE. OCURB / PARKING LOT EDGE. PARKING SPACE PLANTING 1" = 20' SEA-090-191-000-32 TRIANGULAR SPACING = B DISTANCE BETWEEN ROWS = H TOTAL AREA (SF) PER PLANT 6" 5" 0.21 8" 7" 0.39 9" 8" 0.50 10.. 8 1/2" 0.59 12" 10 1/2" 0.88 15" 13" 1.35 18" 15 1/2" 1.94 21" 18" 2.63 24" 21" 3.50 30" 26" 5.42 36" 131" 17.80 48" 42" 13.84 BEST FACE OF SHRUB/ GROUNDCOVER TO FACE FRONT OF PLANTING BED. + + + REFER TO PLANT X + + + SCHEDULE FOR SPACING. + + + + + MAINTAIN 12" DEAD ZONE AT BED EDGE. OTOP OF ROOTBALLS TO BE PLANTED AT GRADE OR SLIGHTLY ABOVE SURROUNDING SOIL. 2" DIA. CLEAR OF MULCH AT TRUNK FLARE. OPRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT. O3" MULCH LAYER AS SPECIFIED. OEXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. OFOR CONDITIONS WITH FINISHED GRADE OF 4:1 MAX SLOPE ON ALL SIDES (SEE GRADING PLAN). OPREPARED PLANTING SOIL AS SPECIFIED. (SEE LANDSCAPE NOTES) NOTE: WHEN GROUND- COVERS AND SHRUBS USED IN MASSES, ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED. OSCARIFY PLANT OPENING SIDES AND BOTTOM. O$ 4" HIGH BERM FIRMLY COMPACTED. OUNDISTURBED NATIVE SOIL. 1 FERTILIZER TABLETS (MAX 3" DEEP) NOTES: A. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING AREAS PRIOR TO INSTALLATION. B. WHEN SHRUBS ARE PRUNED IN MASSES, PRUNE ALL SHRUBS TO ACHIEVE UNIFORM MASS / HEIGHT. C. ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS OTHERWISE DIRECTED BY PROJECT LANDSCAPE ARCHITECT. SHRUB/GROUNDCOVER PLANTING 1"=20' SEA-090-191-000-33 MIN. 1/2 j� MATURE V SHRUB WIDTH 24" MIN. CLEAR BUILDING SPECIFIED MULCH OCROWN ISLANDS @ 5:1 SLOPES (OR AS SPECIFIED ON THE LANDSCAPE PLANS). OCLEAR ZONE: 36" MIN. FROM BACK OF CURB TO CENTER OF NEAREST SHRUB. CLEAR ZONE SHALL CONTAIN 3" CONTINUOUS MULCH OR TURF, SEE PLANS. O2" MIN VERTICAL CLEARANCE, TOP OF CURB TO TOP OF MULCH. NOTES: A. EXCAVATE A CONTINUOUS 24" DEEP PIT (FROM TOP OF CURB) FOR ENTIRE LENGTH AND WIDTH OF ISLAND & BACKFILL WITH APPROVED PLANTING MIX. B. PROTECT AND RETAIN ALL CURBS AND BASE. COMPACTED SUBGRADE TO REMAIN FOR STRUCTURAL SUPPORT OF CURB SYSTEM (TYP). C. ALL ISLANDS SHALL UTILIZE POOR DRAINAGE DETAIL WHEN PERCOLATION RATES ARE 2" PER HOUR OR LESS. PLANTING IN PARKING ISLAND 1"=20' SEA-090-191-000-34 IREDDED ,RDWOOD MULCH AMENDED SOIL SUBGRADE jIII III III 1 — — — - NOTES: 1. APPLY CORRECTIVE PRUNING. = B 2. SET ROOT BALL OR CONTAINER ON UNEXCAVATED OR TAMPED SOIL. TOP I I I = I OF CONTAINER SHALL BE ONE INCH ABOVE SURROUNDING GRADE. 3. SYNTHETIC MATERIAL SHALL BE REMOVED FROM PLANTING BED. FOR CONTAINER GROWN GRASSES, REMOVE CONTAINER AND LOOSEN ROOTS PRIOR TO INSTALLATION. 4. REMOVE OR CORRECT GIRDLING ROOTS. NOTES: 5. PLUMB AND BACKFILL WITH AMENDED SOIL PER LANDSCAPE NOTES. WATER THOROUGHLY WITHIN TWO HOURS. 1. CLEAR ZONE: 36" MIN. FROM BUILDING TO CENTER OF NEAREST SHRUB. 6. APPLY MULCH IN EVEN LAYER, KEEPING AWAY FROM ROOT FLARE. MULCH LIMITS FOR GRASS EXTEND TO ALL LIMITS OF PLANTING BED, SEE PLANS 2. INSTALL SPECIFIED MULCH: 24" MIN. FROM BUILDING. SPECIFIED MULCH TO BE INSTALLED AT FOR BED LAYOUTS. A DEPTH OF 3" (MIN.) PLANTING BY FIRE HYDRANT PLANT SPACING DIAGRAM PLANTINGS ADJACENT TO BLDG ORNAMENTAL GRASS PLANTING 5 PLAN6 7 8 1" = 10' SEA-090-191-000-35 1" = 10' SEA-090-191-000-36 SCALE: N.T.S. SEA-090-191-000-39 SCALE: N.T.S. SEA-090-191-000-40 R-436222 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HHuynh 07/22/2025 :01 CURRENT PLANNING c jding 07/22/2025 w 1Q BULLETIN 1 TB 6.24.25 SURVEYED: SCALE: DATE: VERTICAL: NAVD • 6/10/25 HORIZONTAL: NAD ,983/183,,99, DESIGNED: CITY Y OF C H I P OT L E 10 8T H AVE SE FIELDBOOK: RENTON DRAWN: RL PAGE: VR ONE INCH DATUM vul• DRAWING NO: Li I CHECKED: SE AT FULL SCALE Planning/Building/Public Works Dept. LANDSCAPE DETAILS L6.5 IF NOT ONE INCH SCALE ACCORDINGLY 1 9 1 9 w N0. REVISION BY DATE APPR APPROVED: SHEEP: OF: U- T N O N O O LO N CU