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HomeMy WebLinkAboutzR-4343set01 cn I 0 m I 0 c� N M O 8 N U .c 06 6 0 r a c v I» N 0 cl ."3 m 'o m G m L i lil Q coco Fts ir W SE 1/4 SECTION 08, T. 23 N., R. 5 E., W.M. Ft A Im S F)O FtIrAlrIO I A EXPANSION GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR SNOHOMISH COUNTY. A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. 2. A COPY OF THE APPROVED PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 4. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRECONSTRUCTION MEETING WITH SNOHOMISH COUNTY. THE OWNER, RECORD ENGINEER, CONTRACTOR AND DESIGNATED SUBCONTRACTORS SHALL BE PRESENT AT THE PRECONSTRUCTION MEETING. 5. EXISTING PAVED SURFACES INCLUDING ROADWAYS, SIDEWALKS, AND CURBS THAT ARE DAMAGED BY NEW CONSTRUCTION SHALL BE REPAIRED AS REQUIRED BY SNOHOMISH COUNTY AND THEIR INSPECTORS. 6. ALL DAMAGE TO CITY INFRASTRUCTURE CAUSED BY THE CONSTRUCTION SHALL BE REPAIRED AS REQUIRED BY SNOHOMISH COUNTY. 7. THE APPROVED PLANS SHOW THE APPROXIMATE AREA OF PAVEMENT RESTORATION BASED ON THE DEPTH OF UTILITY CUTS AND/OR THE AREA OF CURB AND/OR PAVEMENT TO BE REMOVED AND REPLACED. 8. IF AN EXISTING CURB IS TO BE REMOVED AND REPLACED IN THE SAME LOCATION THE CONTRACTOR SHALL PROVIDE SNOHOMISH COUNTY INSPECTOR A PLAN WITH EXISTING FLOW LINE AND TOP OF CURB ELEVATIONS IDENTIFIED. PERMITTEE TO STAKE THE LOCATION OF THE EXISTING CURB PRIOR TO DEMOLITION. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REFERENCING AND REPLACING ALL MONUMENTS THAT MAY BE DISTURBED, DESTROYED OR REMOVED BY THE PROJECT AND SHALL FILE AN APPLICATION FOR PERMIT TO REMOVE OR DESTROY A SURVEY MONUMENT WITH THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, PURSUANT TO RCW 58.24.040(8). 10. THE CONTRACTOR SHALL SUBMIT ALL APPLICABLE DOCUMENTS AS REQUIRED PER SNOHOMISH COUNTY DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS PRIOR TO CONSTRUCTION. A MATERIAL SOURCE FORM FOR ALL MATERIALS TO BE PLACED IN THE RIGHT OF WAY AND MIX DESIGNS FOR ALL ASPHALT, CONCRETE AND AGGREGATES TO BE PLACED IN THE RIGHT OF WAY MUST BE SUBMITTED TO SNOHOMISH COUNTY FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION. 11. THE CONTRACTOR SHALL NOTIFY THE LOCAL FIRE DISTRICT AND SNOHOMISH COUNTY AT LEAST TWENTY-FOUR (24) HOURS IN ADVANCE OF ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, AND STREET CLOSURES OR OTHER ACCESS BLOCKAGE. THE CONTRACTOR SHALL ALSO NOTIFY THE FIRE DISTRICT OF ALL NEW, RELOCATED, OR ELIMINATED HYDRANTS RESULTING FROM THIS WORK. 12. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION. 13. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATOR SERVICE (811) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 14. THE CONTRACTOR SHALL CONTACT A PRIVATE UTILITY LOCATOR FOR ALL ON -SITE WORK ON THE PROJECT AND ADJACENT PRIVATE PROPERTIES, AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 15. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THIS MAY INCLUDE, BUT IS NOT LIMITED TO, POTHOLE EXCAVATION AND OTHER MEANS AND METHODS. 16. THE CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED MANHOLE RIMS, DRAINAGE STRUCTURE LIDS, VALVE BOXES, AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. THIS INCLUDES AS REQUIRED DURING PHASING TO ACCOMMODATE INTERIM AND FINAL GRADING 17. THE CONTRACTOR SHALL PROVIDE FOR ALL TESTING AS REQUIRED BY SNOHOMISH COUNTY INSPECTOR. 18. BACKFILL MATERIAL USED IN PUBLIC RIGHT-OF-WAY SHALL MEET STANDARD SPECIFICATIONS AND SHALL BE APPROVED BY SNOHOMISH COUNTY. 19. INSPECTION AND ACCEPTANCE OF ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE BY REPRESENTATIVES OF SNOHOMISH COUNTY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS ALLOWING FOR PROPER ADVANCE NOTICE. SNOHOMISH COUNTY INSPECTOR MAY REQUIRE REMOVAL AND RECONSTRUCTION OF ANY ITEMS PLACED IN THE RIGHT OF WAY THAT DO NOT MEET COUNTY STANDARDS OR THAT WERE CONSTRUCTED WITHOUT APPROPRIATE INSPECTIONS. 20. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY EROSION CONTROL AND SEDIMENTATION COLLECTION FACILITIES TO ENSURE THAT SEDIMENT -LADEN WATER DOES NOT ENTER THE NATURAL OR PUBLIC DRAINAGE SYSTEM. AS CONSTRUCTION PROGRESSES AND UNEXPECTED (SEASONAL) CONDITIONS DICTATE, ADDITIONAL CONTROL FACILITIES MAY BE REQUIRED. DURING THE COURSE OF CONSTRUCTION IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE CONTRACTORS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES THAT MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. 21. THE CONTRACTOR SHALL KEEP ALL PAVED SURFACES IN THE RIGHT OF WAY CLEAN BY SWEEPING. USE VACUUM TYPE SWEEPER 22. CARE SHALL BE EXERCISED WHEN EXCAVATING NEAR EXISTING CHARGED WATER MAINS. 23. ALL UTILITY CROSSINGS NOTED AS "ASSUMED" ARE UNKNOWN DURING DESIGN. THE UNKNOWN ELEVATIONS AND LOCATIONS MUST BE VERIFIED PRIOR TO ANY UTILITY CONSTRUCTION. ELEVATIONS THAT DIFFER FROM ASSUMED ELEVATION SHALL BE FORWARDED TO THE CIVIL ENGINEER FOR REVIEW. RENTON SCHOOL DISTRICT NO. 403 RECORD DRAWINGS PROJECT NOTES 1. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING AND CONSTRUCTION PRACTICES IN CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTING PUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY PURVEYOR, OWNER AND THE ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. (WSDOT SEC. 1-07.17 APWA SUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND THE METHODS OF CONSTRUCTION FOR WORK SHOWN ON THESE PLANS. 2. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT, AND ALL SOIL WORK IN GENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH SNOHOMISH COUNTY STANDARDS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A PROFESSIONAL LAND SURVEYOR TO REFERENCE EXISTING MONUMENTS ON OR ADJOINING ESTABLISHED SAID POINTS AT PROJECT COMPLETION. THIS REESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY PREVIOUS TO DEMOLITION OR CONSTRUCTION AND TO RECORNER RECORD AS DESCRIBED IN W.A.C. 332-120. 4. CONTRACTOR SHALL MAINTAIN A 5 FOOT MINIMUM HORIZONTAL CLEARANCE FROM THE WATER MAIN AND OTHER UTILITIES (i.e. GAS, CABLE, POWER, ETC.). IF SAID CLEARANCE CANNOT BE MAINTAINED, CONTACT ENGINEER FOR APPROVAL AND RECORD EXACT MEASUREMENTS OF THE UTILITY LINES ON THE AS -BUILT DRAWINGS. A 10 FOOT MINIMUM HORIZONTAL CLEARANCE MUST BE MAINTAINED BETWEEN WATER MAIN AND SANITARY SEWER. 5. SCHEDULE WITH CITY AND OWNER (96 HOURS MINIMUM NOTICE FOR WATER MAIN SHUT DOWN ON THE SCHOOL SITE). INSTALL CITY STANDARD TESTING CONNECTION ON NEW WATER MAIN FOLLOWING COMPLETION OF NEW WATER SYSTEM CONSTRUCTION, TESTING, AND ACCEPTANCE BY THE CITY, REMOVE TESTING CONNECTION AND INSTALL SEGMENT OF DI PIPE, LENGTH TO SUIT, WITH TWO LONG PATTERN SLEEVES. INSTALLATION AND CONNECTION TO EXISTING WATER SYSTEM SHALL BE WITH 100% CITY INSPECTION. 6. UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NOT A GUARANTEE THAT ALL UTILITY LINES ARE SHOWN OR THAT THE LOCATION, SIZE, AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSINGS, INTERFERENCE'S OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 811 AND ARRANGE FOR PUBLIC AND PRIVATE FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. 7. SCHEDULE WITH CITY (48 HOURS MINIMUM NOTICE) FOR WATER METER SHUTOFF AND TO RETIRE METERS. COVER NOTES 1. UTILIZE MULCH OR PLASTIC SHEETING FOR SHORT-TERM EROSION CONTROL DISTURBED AREAS OR SOIL STOCKPILES THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS. 2. SEEDING SHALL BE USED THROUGHOUT THE PROJECT ON DISTURBED AREAS THAT HAVE REACHED FINAL GRADE OR THAT WILL REMAIN UNWORKED FOR MORE THAN 30 DAYS. 3. SODDING MAY BE USED AS AN ALTERNATIVE FOR AREAS THAT REQUIRE SHORT-TERM OR LONG-TERM COVER, OR IMMEDIATE VEGETATIVE COVER. IMPERVIOUS SURFACE SYSTEM DEVELOPMENT CHANGE CALCULATIONS (NOTE: AREAS REPRESENT PROJECT DISTURBED AREAS) TOTAL EX IMPERVIOUS (SF) = 12,056 TOTAL PROPOSED IMPERVIOUS (SF) = 15,703 NET CHANGE (NEW IMPERVIOUS) (SF) = 3,647 SITE INFORMATION ADDRESS: 420, 444, & 450 PARK AVE N RENTON, WA 98057 PARCEL AREA: 7,519 SF OR 0.17 AC (APN 7224000676) 12,077 SF OR 0.28 AC (APN 7224000675) 207,393 SF OR 4.76 AC (APN 7564600105) LEGAL DESCRIPTION PARCEL: 722400-0675 LOT B OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-11-016-LLA RECORDED JUNE 6, 2011 UNDER RECORDING NO. 20110616900016, RECORDS OF KING COUNTY, WASHINGTON. PARCEL: 722400-0676 LOT A OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-11-016-LLA RECORDED JUNE 6, 2011 UNDER RECORDING NO. 20110616900016, RECORDS OF KING COUNTY, WASHINGTON. PARCEL: 759460-0105 LOTS 1-9, BLOCK 8, RENTON FARM PLAT ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 97, IN KING COUNTY, WASHINGTON; EXCEPT THOSE PORTIONS OF LOTS 1 THROUGH 5 AS CONDEMNED IN KING COUNTY SUPERIOR COURT CASE NO. 94-2-03644-1 FOR STREET PURPOSES. TOGETHER WITH LOTS 1 THROUGH 12, BLOCK 2, SARTORISVILLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 8 OF PLATS, PAGE 7, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 20 FEET THEREOF. HORIZONTAL DATUM HORIZONTAL CONTROL: NAD 1983/1991 WASHINGTON STATE PLANE COORDINATE VALUES FOR MONUMENTS # 1121 AND #1879 PROVIDED BY THE CITY OF RENTON VERTICAL DATUM VERTICAL CONTROL: CITY OF RENTON BENCH MARK #508, NAVD 1988 ELEVATION OF 35.38 FEET AT THE INTERSECTION OF N. 4TH AND GARDEN AVE. N (CONTOUR INTERVAL = 1 FOOT) BASIS OF BEARING BASIS OF BEARING: LINE BETWEEN CITY OF RENTON MONUMENTS #1121 AND #1879, S88057'50"E (SEE SHEET C010) STORM PERMIT QUANTITY CALCULATIONS TOTAL DISTURBED AREA (SF) = 21,129 TOTAL NEW AND REPLACED IMPERVIOUS AREA (SF) = 15,703 A. J11 RECORD DRAWINGS SE 11/3/25 SURVEYED: SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/183/1991 DESIGNED: �- SSE/REG DRAWN: DJD/AJJ W ONE INCH 43667 �� CHECKED: AT FULL SCALE DATUM ' I S T E� � JAJ IF NOT ONE INCH ANAL E N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY OWNER: RENTON SCHOOL DISTRICT CAPITAL PLANNING & CONSTRUCTION 7812 SOUTH 124TH STREET SEATTLE, WA 98178 (206) 482-5253 CONTACT: MATT FELDMEYER MATTHEW.FELDMEYER@RENTONSCHOOLS.US ENGINEER: JACOBSON CONSULTING ENGINEERS 255 S. KING STREET, SUITE 800 SEATTLE, WA 98104 (206) 426-2600 CONTACT: ALAN JACOBSON ALAN@JACOBSONENGINEERS.COM LANDSCAPE FORA LANDSCAPE ARCHITECTS ARCHITECT: 1430 NE 65TH STREET SEATTLE, WA 98115 (425) 350-3229 CONTACT: NICK HAGAN NICK@FORA.LAND EARTHWORK QUANTITIES EXCAVATION 43 CY FILL 342 CY TOTAL EARTHWORK 485 CY NOTE: THE QUANTITIES SHOWN ARE PRELIMINARY ESTIMATES ONLY AND INTENDED FOR MUNICIPAL PERMITTING AND REVIEW FEES. THE CONTRACTOR SHALL IGNORE THESE QUANTITIES, THEY ARE EXCLUDED FROM THE BID DOCUMENT INFORMATION. THESE VOLUMES SHALL NOT BE USED BY THE CONTRACTOR AS A BASIS FOR ANY CONTRACTUAL INFORMATION. THE CONTRACTOR SHALL PREPARE THEIR OWN EARTHWORK QUANTITIES BASED ON THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO DRAWINGS, SPECIFICATIONS, AND THE GEOTECHNICAL REPORT. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION THAT WAS PROVIDED BY BAYSHORE CONSTRUCTION COMPANY, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN OCTOBER 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. ulNCITY OF RENTON Planning/Building/Public Works Dept. Sheet List Table SHEET 1 OF 30 C000 COVER SHEET SHEET 2 OF 30 C001 NOTES SHEET SHEET 3 OF 30 C010 OVERALL SITE PLAN SHEET 4 OF 30 C101 DEMOLITION PLAN SHEET 5 OF 30 C201 T.E.S.C. PLAN SHEET 6 OF 30 C210 T.E.S.C. DETAILS SHEET 7 OF 30 C211 T.E.S.C. DETAILS SHEET 8 OF 30 C301 GRADING PLAN SHEET 9 OF 30 C401 STORM DRAINAGE AND UTILITY PLAN SHEET 10 OF 30 C410 STORM DRAINAGE DETAILS SHEET 11 OF 30 C411 STORM DRAINAGE DETAILS SHEET 12 OF 30 C412 STORM DRAINAGE DETAILS SHEET 13 OF 30 C420 STORM DRAINAGE PROFILES SHEET 14 OF 30 C501 PAVING PLAN SHEET 15 OF 30 C510 PAVING DETAILS SHEET 16 OF 30 C511 PAVING DETAILS SHEET 17 OF 30 L0.00 TREE RETENTION PLAN SHEET 18 OF 30 L0.01 TREE RETENTION WORKSHEET SHEET 19 OF 30 L1.00 LANDSCAPE PLAN SHEET 20 OF 30 L1.01 PLANTING SCHEDULE AND DETAILS SHEET 21 OF 30 L1.02 SITE DETAILS SHEET 22 OF 30 L2.00 IRRIGATION PLAN & SCHEDULE SHEET 23 OF 30 L2.01 IRRIGATION NOTES & DETAILS SHEET 24 OF 30 E001 ELECTRICAL LEGEND SHEET 25 OF 30 E002 ELECTRICAL ABBREVIATIONS AND NOTES SHEET 26 OF 30 E003 ELECTRICAL SCHEDULES SHEET 27 OF 30 E301 ELECTRICAL SITE PLAN SHEET 28 OF 30 E302 ELECTRICAL SITE PLAN - LIGHT CALCULATION SHEET 29 OF 30 E801 ELECTRICAL ON-LINE DIAGRAM SHEET 30 OF 30 E901 ELECTRICAL DETAILS VICINITY MAP a N 6th St. SITE z �¢ N / r, N 4[h 6t. N 4[h S[. / I , I , I , °'der -y E IN COMPLIANCE WITH CITY OF RENTON STANDARDS RSD TRANSPORTATION EXPANSION COVER SHEET DATE: 11/03/25 PAGE: C000 SHEET: OF: 1 OF 3( R-434301 0 T T 'O u J N A, u O O O O N r�7 CM O O O N Q D J coco I I 0 W SE 1/4 SECTION 08, T. 23 N., R. 5 E., W.M. CITY OF RENTON EROSION AND SEDIMENTATION CONTROL (ESC) STANDARD PLAN NOTES CITY STD. PLAN 268.00 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 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS THE APPLICANT'S CONTRACTOR. (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 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 D 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 ANTICIPATE D 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 CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE 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. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION THAT WAS PROVIDED BY BAYSHORE CONSTRUCTION COMPANY, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN OCTOBER 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. 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 FUNCTION ING 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. CONSTRUCTION SEQUENCE 1. BEFORE ANY CONSTRUCTION ACTIVITY ARRANGE AND ATTEND PRE -CONSTRUCTION CONFERENCES WITH CITY OF RENTON AND JACOBSON CONSULTING ENGINEERS. 2. PROVIDE TEMPORARY AND INTERIM MEASURES REQUIRED FOR EXECUTION OF THE WORK. 3. VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES. CONTACT ALL UTILITY COMPANIES OR PROVIDERS THAT MAY BE AFFECTED BY THE PROPOSED CONSTRUCTION. CALL 811 AND UTILIZE PRIVATE LOCATING COMPANY ALONG THE ENTIRE WORK AREA. 4. FLAG CLEARING LIMITS AS INDICATED ON DRAWINGS. 5. POST SIGN W/ NAME AND PHONE NUMBER OF TESC SUPERVISOR. 6. PROVIDE CATCH BASIN PROTECTION AND OTHER APPROPRIATE TESC MEASURES, INCLUDING STRAW WATTLES, ETC. COORDINATE WITH SNOHOMISH COUNTY SITE AND R.O.W. INSPECTOR. 7. BACKFILL AND COMPACT TRENCHES AND EXCAVATION PER THE DOCUMENTS. 8. PATCH AND RESTORE SITE PER PLANS. 9. INSTALL ALL NEW PAVING, LANDSCAPING AND SITE STABILIZATION. PROTECT RECENTLY INSTALLED DRAINAGE INSTALLATIONS. IF THESE FACILITIES BECOME CONTAMINATED AS RESULT OF THE SITE NOT BEING FULLY STABILIZED PRIOR TO COMING ON-LINE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR OR REPLACE AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER. 10. CONTACT DESIGN ENGINEER AND CITY SO THEY CAN PUNCH LIST THE SITE. ADDRESS PUNCH LIST ITEMS AS REQUIRED. TESC CONSTRUCTION SEQUENCE 1. SCHEDULE MAJOR LAND DISTURBING ACTIVITIES DURING THE DRY MONTHS AND ALLOW TIME BEFORE THE WET SEASON BEGINS TO ADEQUATELY STABILIZE THE DISTURBED GROUND. 2. PHASE AND/OR SCHEDULE CONSTRUCTION TO LIMIT THE AMOUNT OF DISTURBED, UNSTABILIZED SOIL EXPOSED AT ANY ONE TIME. 3. FENCE OR FLAG AREAS TO BE PROTECTED OF LEFT UNDISTURBED DURING CONSTRUCTION, INCLUDING INSTALLATION OF TEMPORARY CONSTRUCTION FENCING. 4. STRIP AND CLEAR AND GRUB FIELD SUFFICIENTLY FOR INSTALLATION OF TEMPORARY EROSION SEDIMENTATION CONTROL (ESC) BMPS. 5. INSTALL TEMPORARY ESC MEASURES INDICATED ON PLANS, INCLUDING SILT FENCE, CATCH BASIN INSERTS, AND STRAW WATTLES. COORDINATE WITH CITY OF RENTON INSPECTOR. 6. BEGIN GRADING AND EXCAVATION FOR FIELD UNDERDRAIN AND IRRIGATION PIPING, AND FOR PAVEMENT SUBGRADES. 7. TEMPORARILY STABILIZE SITE, THROUGH RE -VEGETATION, HYDROSEED, MULCHING OR OTHER APPROPRIATE BMPS AS A RESULT OF SITE GRADING IN AREAS THAT WILL NOT RECEIVE HARDSCAPE. 8. CONSTRUCT STORM AND IRRIGATION UTILITIES, CONCRETE, ASPHALT, AND PERMEABLE PAVEMENTS, AS WELL AS STAIRS, CHEEK WALLS, AND MOW STRIPS FOR FENCING. 9. REMOVE TEMPORARY ESC FACILITIES UPON COMPLETION OF CONSTRUCTION AND ONLY ONCE SITE IS STABILIZED, INSPECTED, AND APPROVED BY CITY OF RENTON INSPECTOR. NNAS IF I 43667 >ISTE��� ANAL RECORD DRAWINGS REVISION CITY OF RENTON SURFACE WATER STANDARD PLAN NOTES CITY STD. PLANS 267.00 AND 267.10 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, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION ( E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. HE 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: • RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/ GUTTER LINE. • ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT- OF- WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE 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. SE 11/3/25 SURVEYED: DESIGNED: SSE/REG DRAWN: DJD/AJJ CHECKED: JAJ BY DATE APPR APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE ( 1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4 - 8 INCH ROCK / 40 - 70% PASSING; • 2 - 4 INCH ROCK / 30 - 40% PASSING; AND • LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE 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 NON- SLIP OR NON- SKID LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE 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. F� CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS RSD TRANSPORTATION EXPANSION NOTES SHEET DATE: 11/03/25 PAGE: C001 SHEET: OF: 2 OF 3C R-434302 0 T T O m N A, u O O O O I N r�7 M O O O I N Q J It I O LU I-_ FND MON IN CASE INT OF PARK AVE N N. & N. 6TH ST NO. 947 c APPROXIMATE 1,200 SF PUBLIC AMENITY SPACE EXISTING DRIVEWAY TO BE REMOVED I (CA ZONING) PARCEL#7224000676 I (CA ZONING) PARCEL#7224000675 I I EXISTING DRIVEWAY TO BE REMOVED ORNAMENTAL VEHICLE GATE I I I I I I I I I I I I I I I I I I I I I I � I I I I I I I I �J I Z Q� I � I y o FND BOLT HEAD IN IRON PIPE 286.52' CITY OF RENTON o N0. 1121 43667 9 �rSTEg�t ANAL SE 1/4 SECTION 08, T. 23 N., R. 5 E., W.M. FND MON IN CASE INT OF GARDEN AVE; EXISTING DRIVEWAY N. & N. 6TH ST (GATED) TO REMAIN � N0. 1676 EXISTING — — — — DRIVEWAY TO FND RE B AND CAP L.S.# 11926 oI = BE REMOVED 0. 1' UTH & 0.5' WEST PROP COR S89_00'S7"E 446.08' NEW LIGHT North 5th StreetFND MON IN 3/8" COPPER CASE/ POLE (TYP) PLUG FND REBAR AND CAP T.S.A. IN CONC (DN-0.7) 2 .00 — o S89°00'57"E 259,57' CHAINLINK VEHICLE GATE p ° • � / I p I PROPOSED PARKING LOT EXPANSION \ { p S89°02'47"E 106.47' (STANDARD STALLS) I•I = to i I O ( EXISTING VISITOR of PARKING LOT N I� Q I, O t Z EXISTING DRIVEWAY TO I REMAIN -1 LJ LJ A EXISTING STAFF AND FLEET VEHICLE PARKING LOT (IL ZONING) PARCEL #7564600101'� . F. PROPOSED PARKING LOT EXPANSION I: (FLEET VEHICLES) EXISTING FLEET Q VEHICLE PARKING EXISTING SECURI GATE (NO PUBLI ACCESS BEYON THIS POINT) (2) PROPOSED BIKE RACKS PER LANDSCAPE PLANS L=66.11: =11'28 42' ` VEHICLE MAINTENANCE EXISTING BUS PARKING LOT (IL ZONING) PARCEL#7564600105 ° EXISTING DRIVEWAY _ I I e (GATED) EXISTING BUS PARKING LOT I O 0 �I 0 o00 S89°02'16" N 3.00' S00°57'24"W Q \ (IL ZONING) p 18.00 PARCEL #7564600105 �\ N89°02'36" p dl`e 3.00' t � S00°57'24" �o p �? ass r a ®�� ass ( — — — — — — FND REBAR AND CAP T.S.A. 9834/10356 0 6' WEST S899 07 0� 7 . 5 OR_ — S89°07'02'E — 259.58' — — nn nn L , FND 3" BRASS SURFACE L J L J FND 2" IRON PIPE 0.5' L _J L MON "DHA GPS 9' LJ LJ NORTH OF PROP COR EXISTING DRIVEWAY (GATED) # F-r — — S8T07'02"E 445.13 — ELEV=35.40 LJ l x North FND MON IN CASE BRASS CAP COR #1879 RECORD DRAWINGS SE 11/3/25 SURVEYED: DESIGNED: SSE/REG DRAWN: DJD/AJJ CHECKED: JAJ REVISION BY DATE APPR APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY FND MON'S TACK & LEAD IN 4" DIA. IRON PIPE VERnCAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION THAT WAS PROVIDED BY BAYSHORE CONSTRUCTION COMPANY, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN OCTOBER 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. CITY OF RENTON Planning/Building/Public Works Dept. Call before you Dag.8-1-1 '5- or1-800-424-5555 UNDERGROUND T SERVICE (USA) T O 0 25 50 100 1 0 0 N SCALE 1 " = 50' U IN COMPLIANCE WITH CITY OF RENTON STANDARDS RSD TRANSPORTATION EXPANSION OVERALL SITE PLAN DATE: 11/03/25 PAGE: C010 SHEET: OF: 3 OF 3C R-434303 r.7 Q0 co 0 0 1 Nt VN` J FND MON IN CASE INT OF PARK AVE N N. & N. 6TH ST (� NO. 947 co C)- - I h I Uj 0 � �I w l CD EX CB I Z R= - - 24 [ ❑ SID EX CB EX CB R/M= 33.29 _ R/M= 32.86 /E 12 PVC" NW 129.4 /E 12"PVC (NEJ=�?9.3 /E 12 PVC SW - 9.3 �24.7 Q /E 24 CP E & I � r Z AS 12"57W AS GAS EX SSW/ RIM= 33 45 8" PASSINC N TO S DIP RIM= 32.,, TOP OF PIPE =27.0 If 8" COA lE 24'CMP(E)-24. 9 CUT AND CAP EX 8" CMP STORM PIPE LF AT PROPERTY LINE. CAP TO BE BLIN ❑ BOLT�/UATE LJ nIT/ ell lel 1 \/rnl�/nAn - - I1�JIN �MIIIL I��Jru r,roiy�l��•�vlv.�lrw-w--Ilftjt - TO ENSURE SEAL IS MAINTAINED. I r W - 24"5 SAWCUTAND REMOVE EX CONCRETE DRIVEWAY CURB EX CB CUT AND ASPHALT R - PAVEMENT. SEE SHEET C301 Q > AS bH�D GAS A . REMOVE EX 1\\ �1�I-FER 1°REE - D D. G De ' / IJ S W W REMOVE EX FENCE � I X REMOVE EX CATCH -r X � BASIN. TEMP PROTECT EX CATCH BASIN FOR USE AS O I TESC MEASURE. SEE SHEET C201 I r 1 REMOVE EX 18" J; STORM PIPE JK APPROXIMATE p. . Ix Q I ROPERTY LINE TO E SURVEY D, (CA ZONING) I REMOVE EX° PARCEL #7224000676 II DECIDUOUS E / I III f - SAW JI AND AND REMOVE EX CONCRITE J DR IV WAY CURB GLUT 1 1 CUT AND CAP EX GAS SERVICE AT PROPERTY LINE W - 0 GAS AND ASPHALT CUT, CAP, AND PAVEMENTaSEEI ABANDON -IN -PLACE EX E94) B J SHE T 014" STORM PIPE FROM RIM= 33.33 EX CB L E (CA ZONING) EAST AND WEST /E 4PVC(WJ=314 RIM= 3 77 M _ lE 4 PVC(EJ=31.4 lE 12P IN =27.7 I C( yJIPARCEL #7224000675 % lE 8ST(SWJ=31.0 497. IE 8 ST(N)=31.0 I lE 12 P ,E 292 REMOVE SIDEWALK TO PROTECT EX 1 � NEAREST JOINTLINE. REMOVE EX 8" CATCH BASIN 1 I COORDINATE WITH STORM PIPE VAULT OWNER AND o/ PLACE AT GRADE WITH RE OVE tX VAULT f D SLIP RESISTANT UD- - - - - - ERVI I d A ASS kiAtED PIPING T �I 1 ' I EX T R SERVICE I I 3 8 IIAS CUT AND (TAPPED PER I 6 �V20004505 I i _ I SAW TIAND REMOVE <C IEX CONCRETE I REMOVE EX DRI WAY CURB CUT', - - ASPHALT�--DECID000S TREE CHN LNK C - S89°02 7" 106.20 PAVEMENT. SEE SHEET C301 o PR TECii SD # TREES T SAWCUT AND REMOVE RIM= 33.82 SEE H ET EX ASPHALT PAVING \ IE= 31.64 12"(our) SE JEX CB AND CONCRETE CURB RIM= 34.11 1E 12' (W 30. L 1E12PV'N=28.5 1E 12'PV S =29..5 p (IL ZONING) lE 12PV E =28.8 z PARCEL #7564600105 CD I r P (, TECT EX TREES ' ­ T �REMAIN / SE SHEET C201 Q � I D T wI T-- P P M I0 Z RIM= OTI W W E_�; 6WINEf 1 .. p. IE= 31.02 12"(IN) NW IE= 30.97 12"(OUT) NE o I � MATCHLINE - SEE ABOVE RIGHT =30.8 SE 1 4 SECTION 08 T. 23 N. R. 5 E. W.M. FND MON IN CASE / INT OF GARDEN AVE EX CB N. & N. 6TH ST NO. 1676 EX SSWR/M= 33.53 RlM =33.49 /E 12'CONC(N)=25.3 EX CB IF 8 ST (5)=26.2 /E 24'CMP(,J=25.0 RlM 92.86 1E 8' PVC (N)=25.4 /E 24'CMP(WJ=25.0 1E 12- CONC(N)=258 lE 18'CMP(S)=25.57 /E 12" CONC(SJ-25.7 C w � 10 -- - 8"SD of W FRIT QIIZ LS.# 11926 _ 12'IWATER W W W EX SID Z - -NO 5th Street W W 12"WATER 33--- - - i -29.17 - EX CB _ _ _ CB RIM= 3 4 W - W 4 CB TYPE 2-48" W S89°00'57"E 446.08' lE 8'PVC(SE 9.57 r - - IM= �a nt _ - 2 �/1 l'R T 24' SD IE= 28.96 18"(IN) E = 32.87 r - 1 CDS PRETREATMENT S = y�D E�jP1/C(N2�42 S� �� 24" SD IE= 25.70 18"(IN) S RIM= 34.19 _ W RISER TOP=3L46 - - - - - lE 8'COyL(E�-260- - _33 - _ SD SD D IE= 25.78 18"(IN) E IE=28-0 � (IN)-S� - - - - W RISER BTM= 27.06 %E 8'CONC(SJ=29.22 Q`�Q _FP _33- T h V ND MON IN CASE IE= 28.76 6-(OUT) E D IE= 29.05 18"(OUT) W /8" COPPER PL G GAS = 3943 - - - SW RISER TOP= 31.21 v ' CONC (DN-0. GAS GAS GAS CB ° FWD REBAR AND CAP T.S.A. 12"' S1W GAS GAS GAS - - GAS R/M= 32.14 34/10356 °. p.. p D. ' c ° De /E BPVC(NJ=29. EX S - G ° - D o , D' p D ° ..p D .-(%j;AVACVF�S S R/M= 42 e D "D D ° . e - p D n� ' - ° . p - p D e . p.. 1E 10 C(N =28.82 oo' -- -- `.- . PROTECT EX 20" - - - - - S89°00 57 E 259.57 - � _ - T"�-0- - � � - O-------34 -- - -----------------34------- I D PLUG S. I I T EMANSEE J \ LJ / -- --- -- - l € TIC 1-I SAND/OIL KPARATOR o r I RIM= 34.47 \ / \ SO #4b CB TYPE 1 L W U EMOVE NE RISER TOP= 39,56 SD #4D CB T P�2-48" \ RIM= 33.53 / - - I NE RISER IE= 29.69 \ \ RIM= 33,51 IE= 30.78 8"(OUT) W 2 C E 2-48" PAL F R I1 / O I NE RISER BTM= 25.69 \ IE= ?J.96 8"(IN) E \\ 0 1 UTILI T L ATION < SW RISER TOP= 30.57 \ / -RI - 33.49 ��q O / I \ / 129.21 18-(IN) S \ IE= 26.52 8"(IN) E SW RISER IE= 29.62 \ \ / 1 SW RISER BTM= 25.71n IE= 29.21 18"(OUT) W IE= 26.07 12"(IN) S � O 24.45 IF= 25.74 1870Ur) N - SD #9a CB TYPE 1 PROTEC EX TREE P T T EX 8" SIDE RIM= 32.96 / I PROTECT EX STORM FILTER VAULT TO RE IN I ; SEW Rd REMAIN _ a = 29.6 8"(6UT) SE TREES TO REMAIN I 8'X22' CONCRETE VAUL SEE S ET C201 o O I W/ 41 CARTRIDGES - - - - \ SEE SHEET C201 I RIM= 34.07 & 34.09 1 I I I IE= 28.82 8"(IN) E I - AS VAULT REM VE °E �Q i IE= 28.64 8"(our) w O TALL SER ICE PIPINGRISER SD #3 CB TYPE 2-54" I GqS I. PROTECT EX REIVI9VE EX 8" / SD #9 CB I rrt z-b0 RIM= 34.20 I I I / O R - 33.37 TREES TO REMAIN I IE= 29.09 8"(IN) W STOW PIPE n I �. O IE= 29. 8"(IN) NW SEE SHEET C201 I IE= 29.04 8'(IN) NE 0 O O I I. DECO MX SION AN IE= 29.28 8 T' I IE= 29.10 8"(OUT) NW D REMO HEAT P RISER TOP= 3 PROTECT EX 11 I / E R - 25.0 TREES TO REMAIN AND S SERVICE I vr✓1 I I. / (IN) SEE SHEET C201 -�-- -35 D- IE= 28.60 18 U r I PROTECT EX TR TO 11 p I o / ,SER TOP= 3. J O 1 I RI BTM= 5.0 0 REMAIN SEE SH C201 / BTM STR .05 I 0 R M# 34.0 rYP 0 I I I II 'p D e. IE= � 29.57 �� I I I IE= 9.1�,. N) S 9 I_ �1�� O 11 w� IE= 29. '(OUT) N I EXISTING BUS G. 0 EXISTING STAFF PARKING LOT SD #10a Ppl1 AND FLEET VEHICLE 1 o I I : I RIM- 34 00 PARKING LOT ° \ O I I I l IE� 29.80 8"iOt I I _ _ _ RIDGE PROTECT EX CATCH I 0 PROTECT, �X TREE TO BASIN D I I REMAIN SHEET C201 N I ASSO ATED STORM I I \ I I I EX CONCRET ACUUM \ I I o I PIPITO REMAIN (IL ZONING) 0 1 STATION PLI H �j I 1 e I PARCEL#7564600105 I, I O 0 I p I I I PROTECT EX / \ I G I TREES TO REMAIN I / IE= 33.62 \ I SEE SHEET C201 L J P7 II SAWCUT A i SD #5 CB E 2-48" IE= 34.57 I I ; J 12SDSp EX C6 REMOVER I RIM= 35.12 CB I 1 EX o L E/ AT NEA 4 JOINT / 1 I IE= 31.75 6"(IN) I I R1ti{- 32M8, 87 I /E 19' IFS 30.47 18"(IN) S I 1 _ D /EI12 CPEP -30.32 /E 12' / �9 I k01 18"(OUT) N O O I I 1 I PROTECT EX VERTIC UR �f I MOVE EX I I ON NORTH SIDE OF ISTING I ECIDUOUS TREES PARKING LOT TO REMAINq I I / ' I ex ONING) REMOVEEX u7564600105 ° 1 DECIDUOUS TREES 1 16° PROTECT EX J \ \ Q D TREES TO REMAIN F_ REMOVE a SEE SHEET C201 pp CHAINLINKIFE 9�T \\ 0 I D n REMOVE EX ° J EX CONCRETE VACUUM \ I p DECIDUOUS TREE O - - S ATION PLINTH --- 0 nI 0 �A I SO CB TYPE 2-48" RIM= 35.83 I o REMOV EX IE= 30.56 12"(IN) SW THE 0 - 30.56 12"(OUT) NW I I PROTECT EX TREES TO I I I \ / I REMAIN SEE SHEET C201 I 1 \ ! I II z REMOVE EX I 1 0 Call before you Dig. 8-1-1 '5- or 1-800-424-5555 C) UNDERGROUND T SERVICE (USA) T C) 0 10 20 40 ju C) N SCALE 1 "=20' U LEGEND PROPERTY LINE N 7933'06" E - 46.81' SAWCUT LINE --------- REMOVE CURBING REMOVE ASPHALT PAVEMENT REMOVE CONCRETE PAVEMENT C) FENCING O O GAS MAIN/SERVICE GASH STORM DRAINAGE PIPE SID i N YD/CO/CB/CB 2/MH Ir MATCHLINE - SEE BELOW LEFT ° � Sohn SD CO _ I .. I I I D I I a DS IE= 31.5 EXISTINgO IE= 28.09 BUILDING \ I DECIDUOUS TREES O O 1 zN FH I�\ I I I A '. r. I SAND/OIL S RATOR 0 I I d IN COMPLIANCE WITH CITY OF RENTON STANDARDS RIM= 36.82 & .87 W I I I RISER 6" TOP= 2 . 7 W - - / SER 6" IE- 28 47 Ri ER 6" BTM= 24.45E ( _ I R 6" TOP= 29.34 E o % 2" WA T ME7 ° E 6" IE= 28.47 E I o I I 9 RIS R . " BTM= 24.45 I. W I- 4.45 SS CO I RIP S RIDGE - RECORD DRAWINGS SE 11/3/25 S"'�"E'ED "ER`nNAVD 1988 HORIZONTAL: NAD 1 RSD TRANSPORTATION EXPANSION p � � 983/1991 CITY OF DESIGNE SSE/REG dr 4 D DRAWN: RE N T O N / ONE INCH • R�GrsTER1� CHECKED: AJJ AT FULL SCALE DATUM Planning/Building/Public Works Dept. sSjONAjAJ IF NOT ONE INCH L '`'�� APPROVED: SCALE ACCORDINGLY N0. REVISION BY DATE APPR DEMOLITION PLAN S DATE: 11/03/25 FIELDBOOK: PAGE: DRAWING NO: C101 SHEET: OF: 4 OF 3C O O i N Q J R-434304 EX CB RI#= 3296 lE 12" PVC (NE)A9.,3 FND MON IN CASE INT OF PARK AVE N N. & N. 6TH ST NO. 947 fl CD o I / d- �, ICD � z ECB 33.28 l>2c" l '94 lE>2VC S ?3 I /24'CE, ?4.7 AS GAS - °' DO NOT DEMO EX RIM= 32. DRIVEWAY CURB CUT IF 8" CON UNTIL WORK IN THE RIGHT-OF-WAY BEGINS L PUMP "CLEAN" STORMWATER FROM TEMP SEDIMENT SETTLEMENT TANKS TO EXISTING CATCH BASIN. CONTRACTOR TO ENSURE ALL DISCHARGE MEETS TURBIDITY REQUIREMENTS. 24 "" SO SILT FENCE IP SEE DETAIL ,vy 6 AS -� C210 GAS 0 I i DO NOT DEMO EX D° 'DRIVEWAY CURB CUT I UNTIL WORK IN THE I SW IGHT-OF-WAY BEGINS I II IP l❑ � D I EX cB I e i 42 47.-1 1E 12 P I E =29.2 I I° - I I I I1 � � I I I � P I P T� 1 _ I I I 1 W °I DO NOT DEMO EX P a DRIVEWAY CURB CUT I UNTIL WORK IN THE °I ° RIGHT-OF-WAY BEGINS ' I D I 1 I UTILIZE EX CURB CUT OPENING ; N AFTER DEMO OF CONCRETE DRIVEWAY FOR INSTALLATION I OF TEMPORARY ROCK I CONSTRUCTION ENTRANCE I I I ° ° I I L PUMP CONSTRUCTION STORMWATER TO SEDIMENT SETTLEMENT TANKS (CA ZONING) PARCEL#7224000676 SUMP AND 55 GALLON DRUM WITH SUMP PUMP INSTALLED AT LOW POINT ON SITE SEE DETAIL c5 S89°02'47"E 106.47' IS 18,900 GALLON CAPACITY TEMPORARY SEDIMENT SETTLEMENT TANK ("BAKER TANK" OR EQUAL). CONTRACTOR SHALL PROVIDE ALL PUMPS REQUIRED TO MANAGE CONSTRUCTION STORMWATER AND DISCHARGE AT THE SITE. \ APPROXIMATE \ PROPERTY LINE `INTERCEPTOR TO BE SURVEYED SWALE (TYP) SEE DETAIL c1 / (CA ZONING) PARCEL#7224000675 100, EX SSMH RIM= ,3,3.45 8" PASSING N TO S DIP TOP OF PIPE =27.0 1E 24'C#P(E)-24. 9 IF 24'C#P(91)=24.9 PROTECT EX TREE TO REMAIN INSTALL TREE PROTECTION FENCING - w SEE DETAIL (TYP) c1 a.. GAS 20 DEC SE 1 4 SECTION 08 T. 23 N, R. 5 E. W. M . FND MON IN CASE / / / / INT OF GARDEN AVE EX CB N. & N. 6TH ST EX SSMH RIM= 33.53 NO. 1676 Rl# =33.49 /E 12 CONC(N)=25.9 EX CB If 8 ST (5)=26.2 /E 24'C#P(L-)=25.0 Rl# J2.86 lE 8' PVC (N)=25.4 /E 24'C#P(W)=25.0 /E 12 CONC(N)=259 lE 18'CMP(5)=25.57 /E 12 CONC(S)-25.7 lE 8" C#P(N11)=27.7 - - --- - �, Z I FND REBAR AND CAP L.S. 8„SD 11926 I2 &AIDY ' EX - W o 0.1SOUTH & 0.5' WEST PROP COR _ _ W D W w w °v w SD w EXISTING PARKING LOT _ 33- - - - AVOrth _5th Street 12"WATER =29.17LCIV CB DRIVEWAY CURB CUT (GATED) - - CB Rl#= 3 4 W - w 4 CB TYPE 2-48" W �'065E 4#fr - - - w - - - _ w If- 8'PVC(SE 29.57 IM= 34 n1 - - CTYPF-54" 24" SD IE= 28.96 18"(IN) E RIM= 3287 CDS PRETRE ENT S =-T#D .42 S� _ Spy SD Sp L IE= 25.70 18"(IN) S RIM= 34.19 _ W RISER TOP_3L46 - - - - - lE 8'COyL(F�-260- - _33 - IE= 25.78 18"(IN) E IE=28y$9 (INS-S� - - - - W RISER BTM= 27.06 /E 8'CONC(5�=29.22 Q`�Q -33- c� FND MON IN CASE - - - - - -r �5.7T-1rOj 17- - 3 IE- 28.76 6"(OUT) E D IE= 29.05 18"(OUT) W P 3/8" COPPER PLUG �' IN CONC (DN-0.7) ------- � SW RISER TOP= 31.21 - G GAS GAS GAS GAS ° FND REBAR AND CAP_ T.S.A. 12 57W GAS GAS GAS - - GAS RIY= 3214 ° 34/10356PVC(N)=287 EX . • p° 20.00' G - - - ° D °-A3.VACVF�S S Rl#- 2 O o -------34- - - - - - - S89°00'57E 259.57 N - ---------34----- SAND/OILPARATOR / \ \ / RIM- 34.47 \ / SD #4b CB TYPE 1 O NE RISER TOP- X56 \ I O VE J SD #4a CB T P�2-48" \ RIM= 33.53 / I P -NE RISER IE= 29.69 \ RIM= 33,.51 \ iE= 30.78 8"(OUT) W yn ;B TY E 2-48" / ° I NE RISER BTM= 25.69 IE- 25.96 8"(IN) E \ 3.49 °° VE I SW RISER TOP= 30.57 29.21 18"(IN) S IE- z\ / 0.52 8"(IN) E SW RISER IE= 29.62 \ / IP I SW RISER BTM= 25.71 y� IE= 29.21 18"(OUT) W \ / I co 2.12"(IN) S \ BTM STRCT- 24.45 IE= 25.74 18"(OUT) N � ° I ( I SD #9a CB TYPE 1 RIM- 32.96 ll STORM FILTER VAULT I I D O 0= 29.62 8"(1)UT) SE 0 I 8'x22' CONCRETE VAULT I I / O Ile W/ 41 CARTRIDGES ° RIM= 34.07 & 34.09 U) 0 IE= 28.82 8"(IN) E I AS VAULT IE= 28.64 8"(our) W O I I I P TALLSD SD #9 CB TYPE 2-60 °° 0 I R M#3 34.20YPE 2-54° ECO PAN FOR CONCRETE - 33.37 q IE= 29.09 8"(IN) W a TRUCK CLEANOUT; FINAL E= 29. 8"(IN) NW IE= 29.04 8"(IN) NE o O O I°I LOCATION TO BE IE= 29.28 8 T) E I IE= 29.10 8"(OUT) NW I COORDINATED IN FIEL[5 RISER TOP= 31.25 DURING CONSTRUCTION. E R BTM= 25.05 E= 28.60 18 UT) N ° -��- -35 ISER TOP= 31.25 PROTECT EX TREE e I 0 N RI BTM= 25.05°f VEG TO REMAIN O BTM STR 25.05 SEE DETAIL (TYP) ° I I II IE= 29.. IE- CID 1# chi) IE= 29.OUl/ 0 I� EXISTING BUS INSTALL CB J ' \�) 0 q I a PARKING LOT PROTECTION I SD #10a PP�1 9f D o I I SEE DETAIL (TYP)RM= I293.480008 "\ O I I I l RIDGE I d I EXISTING STAFF STABILIZED I \ I AND FLEET VEHICLE I I CONSTRUCTION ACCESS IS I o OO PARKING LOT EX CONCRETE VACUUM \ I I I I SEE DETAIL g 0 I STATION PLINTH c21 Iq I I I I I ° I (IL ZONING) I I c/' 0 PARCEL #7564600105 O 1 � IE= 33.62 \\ I I I Qua a0000l SW x �, \ �' I "' II )gpq9� L J 0 0 0 Co I °°� / I SD #5 CB E 2-48" IE- 34.57 I J 12SIDDp I o��G` I STRAW / I RIM= .75 I E1 CB VEG 1 0 I IE= 31J5 6"(IN) ° I I R1�2CPEP =3032 I VEG WATTLE (TYP) /°�q :I IE 30.18"(IN) S 01 O O SEE DETAIL / IE= i8"(OUT) N 9 � I I � � I I I 1 471E 106.20 - - C210 lk I o (IL ZONING) \ I I I C/� PARCEL#7564600105 ° I \ \ I I De IP V PROT�T EX T � . 2 I �� \\ IE= 31.64 12"(OUT) SE EX c67w I I VEG \ o cn 1E 12PV "N =28.5 I \ EX CONCRETE VACUUM lE >2 Ps =2 V 8.5 (IL ZONING) I �° lE 12PV - =28 ` o PARCEL #7564600105CID\ I STATION PLINTH - - - O - - - - - - - - - - -36- - - - - - - - - - - - - - I ° I z VEG EXISTING VISITOR \ PARKING LOT I o I SD CB TYPE 2-48" I RIM- 35.83 ° PROTECT I 0 IE= 30.56 12"(IN) SW VEG O \ - 30.56 12"(OUT) NW I EX PIV \ I ' M D EX C6 R//W IF 18' lE 19' lE 12' Call before you Dag.8-1-1 '5- or 1-800-424-S5SS UNDERGROUND T SERVICE (USA) T 0 10 20 40 8 O 0 N SCALE 1 "=20' U LEGEND PROPERTY LINE N 79'33'06" E - 46.81' IS INTERCEPTOR SWALE FF FILTER FABRIC FENCING INLET PROTECTION IP VEG TREE PROTECTION SEDIMENTATION TANK o 13 SEDIMENT TRAP O CE TEMP CONSTRUCTION v v ENTRANCE U UJ MATCHLINE - SEE BELOW LEFT ° Sohn I SD CO I . I I _ i I I ° I I a DS IE= 3 EXISTING IE= 28.09 BUILDING 13 SEDIMENT TANK STORAGE VOLUME REQUIRED: 10,527 GALLONS VOLUME PROVIDED: 18,900 GALLONS CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION THAT WAS PROVIDED BY BAYSHORE CONSTRUCTION COMPANY, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN OCTOBER 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. SEE SHEET C001 FOR TESC CONSTRUCTION SEQUENCE NOTES SEE SHEET C001 FOR CITY OF RENTON ESC STANDARD PLAN NOTES NOTE: INSTALL CONSTRUCTION FENCING AROUND LIMITS OF WORK TO PROTECT STAFF AND STUDENTS AND SECURE JOBSITE. CONTRACTOR SHALL ERECT FENCE AROUND JOBSITE AND ADJUST AS CONSTRUCTION CONDITIONS CHANGE OR AS PHASING ALLOWS. CONTRACTOR CAN UTILIZE EXISTING PERIMETER FENCING AS SECURITY FENCING AND THEN SUPPLEMENT ON THE WEST SIDE OF THE SITE AS NEEDED. ANY SECTIONS OF EXISTING FENCING THAT IS NOT 6-FT HIGH SHALL HAVE TEMPORARY 6-FT HIGH CHAINLINK FENCING INSTALLED NEXT TO IT. SEE DETAIL 9/C210. ' O PIV \ I o VEG PROTECT \ °% O I I / XF C o FH IP 9°f I SAND/OIL S RATOR ° I I d IN COMPLIANCE WITH CITY OF RENTON STANDARDS I 1 `r � E � � 0 I RIM- 36.82 & .87 W I . RISERI ' m EXISTING SECURITY GATE °° 6" 70P= 2 . 7 W I I -j�-- -- ` / SER6"IE=28.47 T I - (NO PUBLIC ACCESS - - '°f LV °Ri ER 6" BTM= 24.45E N I P J 36� BEYOND THIS POINT) a 2" RP I R 6" TOP= 29.34 E O r I CDI I SD #12 CB RIM= 34.95 PRE GT E 2° WA T ME 7 I E 6" IE= 28.47 E o I I I w W IE=- 4 6WI DDCVA VAULT I RIS R "CT- 24.4545 IE= 31.02 12"(IN) NW IE= 30.97 12"(OUT) NE ° �c SS CO _\ - I RID( ® o ® A• Jq C _ OOF DOWNSPOUT I .. vas ° ° �1� RECORD DRAWINGS SE 11/3/25 SURVEYED: SCALE: C] HORIZONNTALL: NAD 1983/1991 • RSD TRANSPORTATION EXPANSION c s W DESIGNED:SSE/REG o CITY OF RENTON DRAWN: DJD/AJJ ONE INCH • MATCHLINE - SEE ABOVE RIGHT �'�c s6TER�9 CHECKEDJAJ AT FULL SCALE DATUM Planning/Building/Public Works Dept. T. E.S.C. PLAN IF NOT ONE INCH S��NAL E� N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY DATE: 11/03/25 FIELDBOOK: PAGE: DRAWING NO: C201 SHEET: OF, 5 OF 3C O 1 N 0 O 1 N Q J R-434305 co UNDISTURBED OR WATER SURFACE NOT PROTECTED SLOPE. TO EXCEED ORIGINAL O 1 FT. MIN FREEBOARD COMPACTED TO DocuSign Envelope ID:6EECF566-602A-4E4A-6436-A317AA638878 SLOPE NOT TO GROUND ELEVATION 90% OF THE MODIFIED PROCTOR DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 Q EXCEED 15% MAXIMUM DRY DENSITY (ASTM D1577) wDRAINAGE GRATE 5" MAX. hIIII I I TRIM \, 3"-5", SEE NOTE 2.2 I I GRATE FRAME 3'-30', SEE NOTE 2.3 1A JOINTS U FILTER FABRIC SHALL S, SPLICED AT _ OVERFLOW BYPASS � y D J � � 1 POSTS. USE STAPLES, WIRE RINGS, OR �J EQUIVALENT TO ATTACH FABRIC TO POSTS 2 /' ROLL SPACING ORIGINAL GROUND AND SEEDS ARE : • a BELOW INLET GRATE DEVICE DEPENDS ON SOIL AND NATIVE SEEDS ARE SURFACE TYPE AND SLOPE STEEPNESS '��:��, , CAPTURED BEHIND THE ROLLS 2"x2" 14 GAUGE WIRE, OR .. r.'..¢; w. 2' MIN WIDTH 2" TO 4" ROCK CENTER UNLESS STAR NGTHFABRICU USED SEDIMENT AND DEBRIS . y y LEVEL BOTTOM OTHERWISE SPECIFIED FILTER FABRIC Z MIN. STRAW ROLLS MUST SLOPE E WOODEN STAKE FILTERED CONTOURS NOTES. WATER 4 1. PROVIDE ROCK CHECK DAMS EVERY 50 FT. OR EVERY 5' OF VERTICAL FALL. 2. DIMENSIONS: 1 FT MINIMUM DEPTH(D) BY 2 FT MINIMUM BOTTOM WIDTH s MAX. MIN, POST SPACING MAY BE INCREASED 4"x4" MIN. TRENCH TO 8' IF WIRE BACKING IS USED I \ 3. SWALE GRADE SHOULD NOT EXCEED 5%. SIDE SLOPES SHOULD BE 2:1 OR LESS. LJ BACKFILL TRENCH WITH NATIVE SOIL �� / OR 3/4' TO 1-1/2' WASHED GRAVEL ADJACENT ROLLS SHALL TIGHTLY ABUT 4. OUTLET SHALL CONSIST OF RIP RAP DISCHARGING TO STABILIZED OUTLET SEDIMENT POND OR SECTION VIEW 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) => LEVEL SPREADER. 1 / DRAINAGE GRATE��' 5. IF DESIGNED AS A PERMANENT DRAINAGE FEATURE, MAY BE USED IN COMBINATION WITH (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) INTERCEPTOR DRAIN. LIVE STAKE �J NOTES: NTS 1. CONDITIONS OF USE --(:1 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. Interceptor Swale 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED NOTES: FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. OVERFLOW BYPASS (TYP.) 1. CONDITIONS OF USE 2. DESIGN AND INSTALLATION SPECIFICATIONS n_ n 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. BELOW INLET GRATE DEVICE 1.1. INSTALL ON DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION. 6 =12 PERFORATE 1.2. USE ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. PIPE AS NECESSARY TOP 0 F PIPE SHALL B E 6" MIN ABOVE GRADE PROVIDE SOLID COVER 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 ISOMETRIC VIEW 1.3. CAN BE USED ALONG THE PERIMETER OF A PROJECT, AS A CHECK DAM IN UNLINED DITCHES AND AROUND TEMPORARY STOCKPILES. I'4. WATTLES CAN BE STAKED TO THE GROUND USING WILLOW CUTTINGS FOR ADDED REVEGETATION. 1.5. RILLING CAN OCCUR BENEATH AND BETWEEN WATTLES IF NOT PROPERLY ENTRENCHED, ALLOWING WATER TO PASS BELOW AND BETWEEN WATTLES. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. IT IS CRITICAL THAT WATTLES ARE INSTALLED PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR. 2.2. NARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE, ON CONTOUR, TO A DEPTH OF 3 TO 51NCHES ON CLAY SOILS AND SOILS WITH GRADUAL SLOPES. ON LOOSE SOILS, STEEP SLOPES, AND DURING HIGH RAINFALL EVENTS. THE TRENCHES SHOULD BE DUG TO A DEPTH OF 5 TO 7 INCHES, OR 112 TO 2/3 OF THE 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. RUNOFF WITH NOTES: THICKNESS OF THE WATTLE. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED 2.3. START CONSTRUCTION OF TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UPHILL. EXCAVATED MATERIAL SHOULD BE SEDIMENT DISCHARGE TO SEDIMENT FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR SPREAD EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHOD. CONSTRUCT TRENCHES AT CONTOUR INTERVALS 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1 V CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. OF 3 TO 30 FEET APART DEPENDING ON THE STEEPNESS OF THE SLOPE, SOIL TYPE, AND RAINFALL. THE STEEPER THE SLOPE THE CLOSER TOGETHER THE POND VIA TEMP FORCE MAIN 2.4. 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 TRENCHES SHOULD BE CONSTRUCTED. VERTICAL DISTANCE BETWEEN WATTLES IS NOT TO EXCEED 10 FEET. 0 0 0 i SECURE I A TRENCH THAT STABILIZES THE FENCE AND DOES NOT W WATER T BYPASS R UNDERMINE THE IL FENCE- S N C S S C O S O O TE O SS O U SILT C 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 2.4. INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END. DO NOT OVERLAP THE ENDS. 5 a 1 -� 2,5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 2.5. INSTALL STAKES AT EACH END OF THE WATTLE, AND AT 4 FOOT CENTERS ALONG THE ENTIRE LENGTH OF THE WATTLE. 3. MAINTENANCE STANDARDS 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 2.6. IF REQUIRED, INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE AND INTO THE SOIL. 2.7. AT A MINIMUM, WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 314 X 24 INCHES. WILLOW CUTTINGS OR 3/8-INCH REBAR CAN ALSO BE USED FOR STAKES. 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 2.8. STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. 0 0 0 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 0 0 0 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 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 3. MAINTENANCE STANDARDS CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. o / 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 61NCHES HIGH. 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 3.1. INSPECT WATTLES PRIOR TO FORECASTED RAIN, DAILY DURING EXTENDED RAIN EVENTS, AFTER RAIN EVENTS, WEEKLY DURING THE WET SEASON, AND AT 0 0 0 3.5, IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. TWO WEEK INTERVALS AT ALL OTHER TIMES OF THE YEAR. /� i 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 3.2. REPAIR OR REPLACE SPLIT, TORN, RAVELING, OR SLUMPING WATTLES 0 0 0 PROVIDE 12 MIN 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE 3.3. REMOVE SEDIMENT ACCUMULATIONS WHEN EXCEEDING 112 THE HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE. FILTERED RUNOFF 0 0 0 WASHED ROCK AROUND STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. / / 0 0 0 ° PERIMETER OF PIPE UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) 0 0 0 STD. PLAN - 214.00 STD. PLAN - 216.30 A WRAP WITH PERMEABLE PR APPR ED •.� PUBLIC WORKS APPR D: z o 0 0 PUBLIC WORKS a PUBLIC WORKS . STRAW WATTLES 9/28/2018 1 :45 AN g 000 FILTER FABRIC IPRI DEPARTMENT SILT FENCE GAZ 9/28/2018 :45 AN DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1 :45 At � DEPARTMENT GAZ DATE 0 0 0 o n,nuwo�: ndm� DOTE DATE m 0 0 0 24"-36" PVC OR HDPE PIPE W/ 2" DIA WEEP HOLES OR APPROVED EQUAL 0 0 0 0 ° WIRE TIES 0 0 aoo 0 aoo SUMP PUMP AND MOTOR WATER LEVEL CONCRETE BLOCKS NTS 5 NTS 6 NTS 7 NTS n Temporary Sump and Pump Silt Fence Inlet Protection Straw Wattles a 5/8" WIRE ROPE PROVIDE SECURE END ATTACHMENT AT CORNER AND GATE POSTS AND PROVIDE RUNNING ATTACHMENT AT LINE POSTS AND NEAR CENTER OF EACH FENCE PANEL TRUSS ROD 3/8" DIA TOP RAIL W/ TENSION DEVICE 1.666 INCH O.D. STRETCHER LINE POST (TYP) BAR 2.375 INCH O.D. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION THAT WAS PROVIDED BY BAYSHORE CONSTRUCTION COMPANY, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN OCTOBER 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. 00 00 IN COMPLIANCE WITH CITY OF RENTON STANDARDS IN BRACE RAIL TENSION WIRE NTS 1 0 NTS 11 AND CABLE CONCRETE BLOCK Not Used Not Used 1.666 INCH O.D. AN. JAB, ti of N,asy O J SURVEYED: SCALE: DATE: STD WGT GALVANIZED �+ti� RECORD DRAWINGS SE 11/3/25 . VERTICAL: NAVD 83/1 RSD TRANSPORTATION EXPANSION 1 1 03 25 CORNER POST �`�� � � DESIGNED: HORIZONTAL: NAD 1983/1991 F� CITY OF / / w � \ � SSE/REG � RENTON FIELDBOOK: DRAWN: PAGE: W� DJD/AJJ ONE INCH DRAWING NO: 4 43667 CHECKED: DATUM NTS Ec� TV, L' JAJ AT FULL SCALE Planning/Building/Public Works Dept. T.E.S.C. DETAILS C2 1 0 IF NOT ONE INCH Construction Fencing�sSIUNAL v�� APPROVED: SCALE ACCORDINGLY SHEET: OF: N0. REVISION BY DATE APPR 6 OF 3 R-434306 O T C:) M N 0, �J O) O O O Nt Ir WE co O I Q J co I oDocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 I 0 W CONSTRUCTION ENTRANCE NOTES: TO S*NS'(\NC'ROPD 1. DRIVEWAYS SHALL BE THE EDGE OF THE RIGHT-OF-WAY TREE PROTECTION ZONE (TPZ)FENCE DETAIL PRIOR TO INSTALLATION E THE R = 25' MIN. CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD PROTECTION MEASURES DURING CONSTRUCTION: 100' MIN. INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY BUILDING DIVISION ROAD STANDARDS 1. Chain link fencing is required around the drip line of APPROVED trees required to be retained, or around required tree 4"-B"QUARRY SPALLS protection tracts/easements. 2. The fence shall be a minimum of 6-feet high. GEOTEXTILE 1MIN. F PROVIDE FULL WIDTH OF 3. Steel posts shall be driven at a depth to ensure the fence INGRESSIEGRESS AREA remains in an upright position for the duration of the 12"MIN. THICKNESS � development. NOTES: 4. Tree protection signage shall be placed at intervals of no 1. CONDITION OF USE LIN 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. more than 20-feet aIong the entire fence. See Iink beIow ` 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION l ` ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHM/IDTH TO PROVIDE VEHICLE ACCESSIPARKING, BASED ON LOT SIZEICONFIGURATION. NTS 1for signage specifications. 12. DESIGN AND INSTALLATION SPECIFICATIONS Not Used5. Storage, fIII, excavatIon, earth compaction, or dumping 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE ISHALL MEETTHE FOLLOWING STANDARDS: of line Iirlc nr mntorinlc is nrnhihitorl in fonraH nron .�. lit ✓ , 6. Utilities or impervious surface installation is prohibited 6-FOOT REQUIRED Ow CHAIN LINK within the tree drip line. SIGNAGE ® ,_ FFnI('F Ak I GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 495 LBS. MIN. ADS (ASTM D4751) 20-45(U.S. STANDARD SIEVE SIZE) 7. Grade changes are prohibited within the tree drip line. v ` 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. 8. Removal of t h e existing vegetation within t h e drip line of `v 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 protected IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. p rote cted trees is prohibited. PROTECTION 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. SIGNAGE 2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE 9. All areas within the required fencing shall be Covered EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. evenly with a minimum of 3-inches of bark mulch, except 3. MAINTENANCE STANDARDS 1 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. in areas where mulch will adversely affect protected / / �� 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. ground cover plants. 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 10. For protected trees subject to a land use decision, the 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 UNDISTURBED WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND applicant shall retain an ISA certified arborist or ASCA CANNOT DISCHARGET E TRIBUTARYSURFACE WATERS. V E G ETATI 0 N 3.4. ANY QUARRY SPALLS THAT SYSTEMARE L LOOSENED FRO M THE PAD AND END UPON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. certified consultant to supervise fence installation DRIVEN MAINTAIN 3.5. IFVEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL p EXISTING WITH 3-INCHES TRAFFIC. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) monitor tree health, and prune trees. STEEL POSTS MULCH STD. PLAN - 215.10 PRIGRADPUBLIC WORKS PPROVED: DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 I :45 Ar Planning Division LINK TO REQUIRED 0'u_� i0 �� we��m.�o, DATE CITY OF .,# 1055 South Grady Way enton - � Renton, TREE PROTECTION WA 98057 t" 425-430-7200 I www.rentonwa.gov SIG NAG E: NTS NTS NTS—(: n Not Used --(: Tree Protection Stabilized Construction Entrance a CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION THAT WAS PROVIDED BY BAYSHORE CONSTRUCTION COMPANY, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN OCTOBER 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS NTS 1 o NTS 11 A. JAC Not Used Not Used ti �V, N,Asy, o SURVEYED: SCALE: RSD TRANSPORTATION EXPANSION DATE: 03 25 RECORD DRAWINGS SE 11/3/25 HORIZONTAL: AD 1 83/1 CITY OF HORIZONTAL: NAD 1983/1991 w DESIGNED:SSE/REG F� T FIELDBOOK: DRAWN: RENTON PAGE: W� DJD/AJJ ONE INCH DRAWING NO: NTS ��CIS VV-,V- CHECKED: AT FULL SCALE DATUM Planning/Building/Public Works Dept. T.E.S.C. DETAILS C2 1 1 IF NOT ONE INCH Not Used sSIUNAL v�� APPROVED: SCALE ACCORDINGLY SHEET: OF: NO. REVISION BY DATE APPR 7 OF 3 O T C:) C:) N 0 , u C:) C:) C:) O I Nt Ir WE CM O C:) I CV Q J R-434307 0 FND MON IN CASE /� p /� N. OF PARK AVE N SE 1 /4 SECTION 08, T. 23 N, R. 5 E., V V . I V 1. INT OF GARDEN E FND MON IN CASE N. & N. 6TH ST IN & N. 6TH ST (� N0. 947 EX SSW/ N. 1676 VE RIM= 33 45 EX CB EX CB 8 "" PASSING N TO S DIP EX SSW R/M= 33.53 co R/M= 32.58 TOP OF P1PE =27.0 RlM =33.49 /E 12'CONC(N)=25.3 EX CB /E 8" CONC(S)=30.8 /E 24'CMP(E)-24.9 If 8 ST (5)=26.2 /E 24"CMP(EJ=25.0 R11W 3286 C)- - I N I 1E 24"CMP(WJ=24.9 /E 8" PVC (NJ=25.4 /E 24'CMP(WJ=25.0 /E 12 CONC(N)=258 "CMP(S)=25.57 /E 12 CONC(S)-25.7 i w P 8' CMP(NWJ=27.7 1-10 © r -- -- -- -- co LU o _ N NI W W -�� w FRIT R€SAR-ANIZ C� LS.# 11926 12"WATER o lE PVC'" - Q W W -tom L 8„ SD SD Z �' 12"MAIN�y✓32Q711N�33-------- o-�__ D W -W W l W E S I _ - - --33--- - - �Q _5th Street 12"WATER �=29.17 R EX CB c c 24 - - W _ _ W _ W _ 4 CB TYPE 2-48" - - - _ _ _ CB RIM= 3 4 ❑ SD v 1E�24 - .� 24" SD - - W IM= �a n� W S89°00'57"E 446.08' . y - W �p - _ W lE 8'P!/C(SE 9.57 2 EX CB SD TC33.52 (EX) ( EXISTING PARKING LOT '� 24"S9 S IE= 28.96 18"(IN) E i- - . - 32.87 EX CB - R/M= 33.28 i CDS PRETRERfENT tD E�jP�C(N�242 0 EX CB MATCH EX CONCRETE BC 33.02 (EX) TC 33.53 (Ex) DR VE AY C T - S� �D Sp Sp 24" SO \ /E 12 PVC' NW -29.4 t- L5. , - IF 8'CW(FL-28.6'p- - _ _ D RIM- 32.86 _ /E 12PVC SW - 9.3 Q I _ _R = 32.85 SIDEWALK GRADE (TYP) 33.63 (EX) BC33.03 (EX) ATE )� RIM= 34.19 W RISER TO - - - - jE 8'CONC 33 -- 1E 12"PVC M-=�93 ( q� 25.78 18"(IN) E IE- 28-0-"(IN)-Sg_ - - - - - W RISER BTM= 27.06 (SJ=29.22 `0 (J /E 24 CP E & 24.7 l �N`` - 33.63 (EX) 33- c� _ 29.05 C h VQ ND MON IN CASE Z AS GAS = AS = --_5•iOCI1j 1� - - -IE= 28J6 6-(OUT) E SW RISER TOP(031)2� r5 /8" COPPER PL G 12" SIW AS GAS A S = - - - CONC (DN-0. 71 (�E`X) e ° GAS GAS GAS GAS S - - GAS R/MCg2.14 33.70 (EX) ° ° o ° o ° FND REBAR AND CAP T.S.A. 12' 57W CAS GAS GA 34/10356 - E 8 pD- ° - �° - PVC(NJ=287 EX S 4, - GF. 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" /� ° ° - D A _ D D � ° D 0 p � D - D D° ° �'p D � - D : °. - - S I V p {�j>;A�VALVF�S R/M= 42 3 .67 (EX) SD CB TYPE 11 - 48 200EC o - - - - -,_D _. - D D . \ ° lE 10' C(N =28.82 00' W O RIM33.60 ` ° -------34------- S89°0057E 259.57 PLU T ------------------------34-------� S. 3 5 SDA CB TYP \ - ---- C o _14- A _ LTE RSA SAND/OIL KPARATOR / \ L� - - - - - � -/ \ \ \ ® 69 RIM= 34.47 \ / SD #4b CB TYPE 1 / ® = 1 I NE RISER TOP= 39,56 \ I TC 3 .07 1.1% I L 1 - - I NE RISER IE= 29.69\ SD #4a CB YPr2-48" \ \ RIM= 33.53 � P • � � BC 3 .57 RIM= 33,51 IE= 30.78 8-(OUT) W o C 33.5 / O \ \ 2 CB 7Y E 2-48" NE RISER BTM= 25.69 O ; In I \ IE= �.96 8"(IN) E \ I C 33.0 U i TC 33.58 -M 33.49 / O SW RISER TOP= 30.57 / O I 33.87 (EX) 1.4% "q TC 33.55 N BC 33.08 ( ) IF 26.52 8"(IN) E \ �°�\ / I SW RISER IE= 29.62 \ \ /I 29.21 18"(IN) S \ \ / I E- (C ZONI G) BC 33.05 r"' V j SW RISER BTM= 25.71 y� IE= 29.21 18"(OUT) W \ / I °° ARCEL 722 0067 IE= 26.07 12"(IN) s BTM STRCT= 24.45 34.18 TC 34.44 IE= 25J4 18"(OUT) N I TC 33.74 TC ¢ % o C I SD #9a CB TYPE p BC 33.94 BC 33.24 o BC 33 RIM- 32 96 1 APPROXIMATE, ROPERTY LINE. TO BE SURVEY D J I I .96 (EX) D o . i I I° TC 33 83 (EX) a. I BC 33 33 EX) ' I I � I � I I � I d I 7C 33.93 EX) 7 33 43 EX) j PO m - l STORM FILTER VAULT 1.8% SD A3 CB TYPE 1P N I` a = 29.62 8"(UUT) SE 0 I 8'x22' CONCRETE VAULT � MAT TC 34.84 TC 34.50 RIM 93.96 TC 4x1� / I W/ 41 CARTRIDGES O I I I BC 34.34 BC 34.00 33.80 I BC 33.6 ASP H - - - RIM= 34.07 & 34.09 TC 34.64 34 TC 34 / IE= 28.82 8"(IN) E I AS VAULT BC 34.14 I BC 33.95 / 33.36 (EX) I IE= 28.64 8"(OUT) W I I I D TC 34.72 ® 2.0 D A2 P I q9 I lc�' TALL BC 34.22 IM 33.41 f o f RISER � I • / / SD #3 CB TYPE 2-54" - - - - RIDGE - - I 33.42 (EXb / /0 R SO #93CB TYPE 2-60" I RIM= 34.20 _ I IE= 29.09 8"(IN) W TC 34.84 S89°02'47"E 106.47' C 3 40 �� 0 IE= 29. 8"(IN) NW � IE= 29.04 8'(IN) NE O D° M BC 34.34 TC 34.81 TC 34.74 BC 3� TC 34.22 / IE= 29.28 8 T) E I IE= 29.10 8"(OUT) NW O I D 24 x BC 33.72 RISER TOP= 31.25 O I I I BC 34.31 C 4.55 / O E R BTM= 25.05 34.61 TC 34.83 ; BC 4.05 IE- 28. "(IN) S I `� PROPOSED PARKING BC34.3 / IE= 28.60 18 UT) N- -35 I I D.I o _LQT EXPANSION 1.0;° / ISER TOP= 31.25 I O I D I 00 N RI BTM= 25.05 / / BTM STR 25.05 I I I I / I O .� SD Call before you Dig. 8-1-1 '5- or 1-800-424-5555 C:) UNDERGROUND T SERVICE (USA) T C:) 0 10 20 40 ; � ® N SCALE 1 "=20' U LEGEND PROPERTY LINE N 7933'06" E - 46.81' CONTOUR (INDEX) �1 CONTOUR -1- SPOT ELEVATION °TIC 109.86 109.36 J BC 109.36 GRADE BREAK - -RIDGE -- --_ VALLEY C:) O VERTICAL CURB HEIGHT FOR PROPOSED PARKING LOT IS 4 6-INCHES (TYP U.O.N.) N 35.84 (EX) 35.71(EX) 35.57 (EX) MATCHLINE - SEE BELOW LEFT 35.17 (EX) 4 0 1.4% 0.3% - - ap 35.19 (EX) 0.4% 35.29 (EX)- 35.89 (EX) 35. EX) A/' I 0 ° ACCESSIBLE 35.26 (EX) 107 (ER) r� P ° I PATH -35.39 (EX) f I OS v 35.47 (EX) " ` \ 35.73 EX) IE= 31.9[BUILDING EXI TI p CpO IE= 28.09 (� 35.49 (ItX) C) IE= 27.51 6"( ' D i MAIN ENTRANCE WITH IE= 27.48 6 C) ° o ACCESSIBLE PUSH IE= 27.46 8"( BUTTON ENTRY QN J I EX CB ' L E B `a? 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PARCEL #7564600105 IE= 33.62 PPARCEY.#7224090675 / \\ M I I ( I I =1 • I TC 35.30\ `33/ / ' � �SD 5 CB E 2-48" IE= 34.57 t> J � 12" SD I EX C6 I� I BC 34.80 0 / I RIM # 35.12 I I EX CB SD L RIM= TC 35.23 I TC 34. 5 ( X) - j �• C 35.22 BC 34.73 TC 35.37 D I O I IE= 31.75 6"(IN) O I I I I RlAd 32.87 I /E 18' I BC 33.75 ( X) ) ' I BC 34�72 R BC 34.87 .° j / 0 IE 30.47 18"(IN) S I I , 1E112 CPEP =30.32 -- 1DGE IE= 01 18"(OUT) N O O I I I I lE >2" I � TC 5.13 .88 �Tc 35.7 0 / I I I ° 3: 416 BC 4.63 0 BC .28 I I I I p I TC- .06_ S 7" B 34.56 L034 >.6 x /35.25 (EX) ONING) \ T347 ° o u#7564600105 0 I I D TC 35.91 ° I p. C3 BC 35.41n 70 (EX) 35.97 � •- I I ;C 34.31(EX) 34. (EX) 12 a TC 36.13 / I D 3.81 (EX)�v / SO # �P BC 35.63 (EX) i 1 RIM= 33.82 D IE= 31.64 12"(OUT) S NEW SID L /0 GRADE SHA TC °D- EcBI4 I I EX CB Rl 7 / x EX TOP OF CU B �° o R/M= 34. > 1 1E 12' C (W) 90. lE 12 PV " N =29..5 D I O I O lE >2PV S =28.5 e I � (IL ZONING) lE 12PV E =28.8 z PARCEL #7564600105 \ 0 - - - - - - - z EXISTING VISITOR M 00 o I I I D o SO CB TYPE 2-48" I I O ° ° I PARKING LOT PROTECT , ' * PROP ALK RIM= 35.83 �9 I I I D EX PI � • � � GRADE 0 B FLUS IE= 30.56 12"(IN) SW O "' I \ VAUL - 30.56 12"(OUT) NW I I ° \ PROTECT EX DDCVA VAU37.15 \ D W -U ADD S IP RESISTANT COATIN TO \ i 00 i zo O O Z IV 6 EXVAULT LID. COATING SH LB\\ I I I NON -SLIP METH ETHACRYLAT (M ° I o AN ER MANUFA U o �H EXISTING SECURITY GATE SAND/OILS RATOR I I I d. IN COMPLIANCE WITH CITY OF RENTON STANDARDS ° CO0,MEND OIN P) p FDC (NO PUBLIC ACCESS + ❑ RIM= 36.82 & 87 W I I BEYOND THIS POINT) ° RISER 6" TOP= 2 . 7 W I m SER 6" IE= 28.47 I I P w T P PROTECT EX 1 \36� °RI ER 6" BTM= 24.45 E O I p I o I 2 I R 6" TOP= 29.34 E I I D z oa RIM= 9 ( ) 09 2" VA MET E 6" IE= 28.47E I o I I C 35.4 (EX) W �_�* *3 61�I 5 ( �) T 8 I RIS R "BTM= 24.45 I 35.64(EX) IE= 31.02 12"(IN) NW /B 3 .181(EX) W ' R 45 IE= 30.97 12"(OUT) NE A9 SS CO I r-r -eF I RID I I I � ° I ° I 't9 o O 35.71 .E© (EX) °°j o4 X� / MATCHLINE - SEE ABOVE RIGHT AwJA C S RIDGE _ _ - ° ° °. - I I . DAM11/03/25 RECORD DRAWINGS SE 11/3/25 SURD: DESIGNED:SSE/REG SGALL1988 HORIZONTAL:`'NAD�983/1991 CITY OF , RSD TRANSPORTATION EXPANSION r lam' FIELDBOOK: DRAWN: RENTON PAGE: L ,1 43667 � �GrSTER� DJD/AJJ CHECKED: ONE INCH DATUM Planning/Building/Public Works Dept. DRAWING NO: GRADING PLAN C301 s G1 JAJ L SCALE SjONAL F'� IFAT NOT N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: 8 OF 3C R-434308 Call before you INT OF PARK AVE EN N. & N. 6TH ST NO. 947 EX SSMH SE /4 SECTION 08, T. 23 N, R. 5 E., W. M . FND MON IN CASE INT OF GARDEN AVE Dig. g. 8- I - I � NO. 1676 UNDERGROUND DERGROUND RIM= 3345 CB N. & N. 6TH ST or 1-800-424-5555 T EX CB 8"PASS/NO N TO S DIP EX SSWR/M= 33.53 RIM= 32.58 TOP Of PIPE =27.0 RIM =33 49 IF 12 CONC NJ=25.3 EX SERVICE (USA) CB /E 8' CONC(S)=30.8 /E 24 CMP(EJ=24.9 /E 8 V_ (S)=26.2 /E 24 CMP( )=25.0 RIM 32.86 C)0 10 20 40 C) If 24 CMP(W)=24.9 /E 8" POC (NJ=25.4 /E 24 CMP(WJ=25.0 /E 12" CONC(N)=25.8 If 18 CMP(S)=25.57 /E 12' CONC(S =25.7 Ln OP /E 8" CMP(NW)27.7 N o P o - - - - SCALE 1 "=20' CD C14 EX CB IZ LJ - �O /E EX CB RIM= 32.96 /E 12" P110 (NEJ=�Y,J 8SO Z W FR W -�� W W IT R€SAANC C� " LS.# 11926 12'WATER - - - EX R S i 12" MAIN-(wm ZQNE33- - W W W W W SD D33--- Nn5th Street 17 LEGEND EXISTING PARKING LOT 12"WATER ^ I DRIVEWAY CURB CUT - _41W W W - - - _ - EX CB PROPERTY LINE N 7933'06" E - 46.81' even n DE _ - W W ) W 4 CB TYPE 2-48" - - - _ _ CS RIM= - El 1E�24 I SD cn - - - IM= yarn W - W - �p - _ - - IEBP!/C(SE 9.57 STORM DRAINAGE PIPE LSD rS v - 24p SO I ATE) S ( - 4" 24' SD IE= 28.96 18-(IN) E RIM= 92.87 r W CONTECH CDS2015-4-C o - L I - CDS PRETRE Rv1ENT S - y�D E�jPa�C(N� � 42 S� -SDI 24" SO CB TYPE 2/CB TYPE 1/ 9.4 EX CB RIM 33.60 _ _ - SD SD 9.3 Q I _ _R - 32.85 30.22 I E 3$$2 8"(I N) W IE= 25.70 18"(IN) S RIM= 34.19 _ W RISER TOP L 46 - - - - - E 8 CONC(�2� -33 D ® ❑® 24.7 / ��`= 7- - IE= 25.78 18"(IN) E _33_ IE=281$D_gIN)-Sh- - - - W RISER BTM= 27.06 T � 29.22 �Q P NO MO IN CASE AREA DRAIN/SDCO -3$2� 1E38-928 (OU E _- - j, 1g"(`Q(jTj j� - - IF= 9R 7fi e7niIT) F D IE= 29.05 18"(OUT) W /8" COPPER PL G I - - - - - _ _ _ GAS AS GAS - - - - SW RISER TOP= 31.21 d S : D. SEE DETAIL GAS a - - - _ ° .. GAS CONNECT TO EX GAS - ti CONC (DN-0, �� WATER LINE GAS CB v FND A () AND CAP T.S. CATCH BASIN 12'57W CAS GAS GAS GAS > RIM= 32.14 rl NI FH/FDC/PIV/VALVE FH 4-FDCA PIV• WVN / PER ELEC'L PLANS c4 S . @ a ° 0 34/10356 I 20.0j- D. - - _ lE 8POC(N=28.7 0 mu, O - - - - - - - ° p ° Dd p - D b D _ EX S I G _° D d D D ° D .° D D d - ' D - - D °. - VALV/�(S S RIM= .42 00' .- � d p V.D d I WATER VAULT/METER W 5 LF 8" SD @ 1.0% . / c I zz;;=RR IL- - - - - - -34 _ _ _ _ _ _ _ S89°0057 E 259.57 - �D -. - D \ /E 10 C(N=28.82 L a ° EW8 SD E 7.88 / \ - . E o(PRIVATE) `�o � J \ -----------------------34-------� PLUG s ° 0 0 0 �.Y ' - L J •� L - - - - - - - - - \ " S 27. SAND/OIL SEPARATOR \ / / \ I D I I o I ST AFOAM D ° RIM- 34.47 \ / \ SO #415 CB TYPE 1 / SD A4 TYPE 1P L NE RISER TOP= X56 SO 14a CB T 2-48" \ RIM= 33.53 / o LLI (PRIVATE) ® I I - - PI E RANC / O RIM= 33,.51 \ IE= 30.78 8"(OUT) W ��i 2 CB E 2-48" T AN NE RISER BTM= 25.69 NE RISER IE= 29.69 \ \ \ IE= -5.96 8"(IN) E \ \ ° I RIM 33.03 O SW RISER TOP= 30.57 / o O I p -RI 33.49 SEEA� / \ /I6 29.21 18"(IN) S 30.27 IE3$$78 (IN)S o IE= 26.52 8'(IN) E 9l SW RISER IE= 29.62 \ \ \ 41 { SW RISER BTM= 25.71 y� IE= 29.21 18"(OUT) W \ \ / / I °° N I Z � 30.27 IE3e$�8 (OUT)E o �. IE= 25.07 12"(our) N \ , V I BTM STRCT= 24.45 � � I I � � I MATCHLINE -SEE BELOW LEFT r l I E _ 6 LF 8" I SD #9a CB TYPE 1 ��A ( 1 (CA ZONING) SD @ 1.Ob - 32.96 / 9 I STORM FILTER VAULT I I I P ° 4 ° D ° i PARCEL #7224000676 J PRIVATE O a = 2s. "uuT) SE 0 I 8'X22' CONCRETE VAULT o ( I FILTERRA -- �" SD A3 CB TYPE 1P N � � � 28 Fh _ / I W/ 41 CARTRIDGES o I I I Q I P ROXIMA E � cn a - - - - (PRIVA RIM= 34.07 & 34.09 I I I P ERTY LI E w (PRIVATE) SD @ 1,0%o UTILITY NG \ RIM 33.69 0 IE= 28.82 8'(IN) E I AS 1/AULT ,' I SO Co TO B SURVEYED, RIM33��33.80 (PRIVATE) BOT 8" 2 736 30.16 IE�G8"(IN)W i IE= 28.64 8'(our) w O i . D' I IE 30.48 8"(IN)SW ® SD 27.93 IE�&8"(OUT)NE >� TALL I I p °I. I ' ° p Ds i I IE 30.48 8"(IN)E SD A2 B TYPE 1P SEE DETAIL SO #3 CB TYPE 2-54" I R/SER I. i Q: ° IE= 31.9[BUILDING EXI TI I I IE 30.48 8"(OUT)N (PRIVA ) / SO #9 CB TYPE 2-60 8 I RIM= 34.20 I I I \� I I IL�O IE= 28.09 - - RIM 3,'41 �0 R 33.37 c41 I IE= 29.09 8"(IN) W I I I I - I IBLE EV READY I I I w S89°02'47"E 106.47' O -� IE 30.7 8"( 11T)W OIE= 29. 8"(IN) NW IE= 29.04 8-(IN) NE o g IE= 29.28 8 T) E I IE= 29.10 8"(our) Nw O O I D i C NG STATION PER I I O RISER TOP= 31.25 ��9 I LANS I I / E BTM= 25.05 I � IE= 28. "(IN) S - - D. I / 35 IE= 28.60 18 Ur) N I - I I I o ISER TOP= 31.25 I O I D Iloo N RI BTM= 25.05 \\ O I I I I I I I tiI\o I / BTM STR 25.05 I o a J m 0 m oC �� SO # TYP / I I I I EX ^ �QQ� n RIM= 34.0 I I D D I I RIM= 3 77 I I M� O IE= 29.57 I9lE2P "7I °CA CID 7 IE= 29. (our) N /E 12P E=29.2 I D I L (PRIVATE)rr o EXISTING BUS o I 1 I RIM 33.61 I 5 .I I I I D I I PARKING LOT IE 31.30 8"(OUT)NE / 0� I � SD #10a 1 � D� � O I I SEE DETAIL (TYP) ® RIM= 34.00 r' - - - - I I D I l ��-- no I 29.80 8" 7 - RIDGE I d I I co --------- I \I (CA ZONING) N EXISTING STAFF P i P "' PARCEL #7224000675I o AND FLEET VEHICLE T / El o PARKING LOT I / EX CONCRETE VACUUM \ I I I P I I I I I STATION PLINTH ° I I I I II I OI al � ° (IL ZONING) I W PROPOSED PARCEL #7564600105 IE= 33.62 \ I I I I I I PARKING LOT j X r� \ M I I I WI EXPANSION K I LJ D J SD r EX SD #5 CB E 2-48" IE= 34 57 I I I � 12" SD I R1 I ( N 0o I RIM= 35.12 o I I I RlAi= 287 L /E 10" Rlk- IE- 31 75 6" IN I O I I /E 18' lE 12 CPEP =30.32 /E 12' I • IE= 30.47 18 (IN 18-(OUT) N O O I I L L L L L L L L \ I I I I I EV INFRASTRUCTURE TO BE I I I I S89°0247"E 106.20 - - PROVIDED. FOR FUTURE EVE € I I I I p I W CHARGW/G STATIONS PEA I ONING) I I I ELEC'L1PLANS (TYP UON) o #7564600105 o� / II D FOR TYPICAL TRENCH AND BACKFILL SO I o RIM- 33.82 I /0 9C FOR STORM PIPING, I r D.. IE= 31.64 12"(our) s D SEE DETAIL 7/C410. \ v J L E �'B' I • D MC84>1 - 7 I I ° I I FOR CITY OF RENTON SURFACE WATER lR/E \ I I w lE \ .I I , 12P!/ 'N =28.5 n I EX CONCRETE VACUUMM STANDARD PLAN NOTES, SEE SHEET C001 lE 12Pk S =29..5 If 12 P!/ E =28.8 z STATION PLINTH \ EV READY CHARGING � . - - I O STATIONS PER - - - - - - - - - ---- ---36------------- - I LANDSCAPE AREAS SHALL HAVE SOILS co EX LIGHT POLE x \ ELEC'L PLANS AMENDED SEE DETAIL 7 C411. z \ EX LIGH PO1 OG' o I \ I / (IL ZONING) '- I �� yi d TYPE 2-48" '� I o I I I PARCEL #7564600105 PROTECT I RIM= 35.83 I O �. � 0 IE= 30.56 12-(IN) sw � I I I D. � : SEE SHEET C420 FOR STORM EXISTING VISITOR EX IV I\ I 30.56 12"(our) NW I \ I M i DRAINAGE PROFILES PARKING LOT O I \\ O I I I I o o OPROTE EX FDC -� I \ I </ I I I D / •L'LL EXISTING SECURITY GATE ^I SAND/OIL S RATOR ° IN COMPLIANCE WITH CITY OF RENTON STANDARDS NO PUBLIC ACCESS � I ( _ ° ° L � RIM= 36.82 & .87 W CONSTRUCTION RECORD DRAWING 'L OND THIS POINT) ° L ° ISER 6" TOP= 2 . W EV CHARGING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE - - - _ I SER 6" IE= 28.47 STATION POWER POC PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN P T P ri h' 1 ER 6" BTM= 24.45E // PER ELEC'L PLANS EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. ^ I 6" TOP= 29.34E v FIELD DIMENSIONS AND INFORMATION THAT WAS PROVIDED BY o I - o ° .. BAYSHORE CONSTRUCTION COMPANY, AND PROVIDED TO Z FF RIM= 34.95 /� 2" WAT MET E 6" IE= 28.47E JACOBSON CONSULTING ENGINEERS IN OCTOBER 2025. RI R " BTM= 24.45 JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY I ° r W W IE= 31.02 12IN NW '� T ) O W E - .45 WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH O DC�CVA VA U T I 3 INFORMATION PROVIDED BY OTHERS. IE= 30.97 12"(OUT) NE 9A SS CO m A• JA S DGE - - - - o - o - �� o F �asgrC'Q 4 IVRECORD DRAWINGS SE 11/3/25 SURVEYED: sckL* vERncAL: NAVD lsea DAM HORIZONTAL: NAD 1983/1991 RSD TRANSPORTATION EXPANSION 11/03/25 I c DESIGNESSE/REG CITY OF IELDBOOK: PAGE: DRAWN:ONE INCH DJD/AJJ . RENTON DRAWING N0: MATCHLINE - SEE ABOVE RIGHT '��c STEg�°ti� CHECKED: AT FULL SCALE DATUM Planning/Building/Public Works Dept. STORM DRAINAGE AND UTILITY PLAN JAJ IF NOT ONE INCH C401 sSjONAL v�� APPROVED: SCALE ACCORD NGLY SHEET: OF: N0. REVISION BY DATETAPPR 9 OF 3C O C) i N WE R-434309 It I DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 W DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 NOTES 1. Bolt -down capability is required on all frames, grates, and covers, unless P4" specified otherwise in the Contract. Provide 2 holes in the frame that are PIPE SEE NOTE 4, vertically aligned with the grate or cover slots. The frame shall accept the I- LIMIT OF PIPE ZONE 304 Stainless Steel S.S. 5/8" in 11 NC x 2" in allen head BEDDING AND ( ) ( ) - ( ) eacap screw BACKFILL, SEE NOTE 5 by being tapped, or other approved mechanism. Location of bolt -down I 6 holes varies by manufacturer. 2. Refer to Standard Specification section 9-05.15 and 9-05.15(2) SEE STANDARD PLANS 110.1, 110.2, AND 111 FOR PAVEMENT p � RESTORATION REQUIREMENTS NTS O.D. for additional requirements. SURFACE RESTORATION AS SPECIFIED IN CONTRACT DOCUMENTS I FOUNDATION 3. For frame details, see Standard Plan B-30.10. -- EXISTING PAVEMENT SURFACE LEVEL --- 12?�'MIN.- 6. 4. The thickness of the grate shall not exceed 1 5/8" (in). __ _____ _________ � 4 `� SLOT -SEE DETAIL m / � � Q FOUNDATION MATERIAL, AND NOTE 1 RECESSED ALLEN \\ \ /\ /\ IF REQUIRED, SEE NOTE 6 HEAD CAP SCREW ,SEE NOTE 4 304 S.S. 5/8" (IN) - 11 U0- C) NC x 2" (IN) \/ O Q O J / ��\� FLEXIBLE PIPE � � I NEAT LINE TRENCH i \ LLI Q - - - " r " - - - - "CRUSHED SURFACING TOP COURSE" PER OO O O \ WSDOT STD. SPEC 9-03.9(3), COMPACTED J O GRATE 0 TO 95 % OF MAXIMUM DENSITY ® GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 9-03.12(3)) 1" (IN) OPENING OR MAINTENANCE ROCK (WSDOT 9-03.9(4)) w W (TYP.)LL j \ Q GRATE 1 1/4" \ FLEXIBLE PIPE NOTES: CRUSHED SURFACING TOP COURSE" PER 1. PROVIDE UNIFORM SUPPORT UNDER BARRELS. " WSDOT STD. SPEC 9-03.9(3), "BANK RUN 2. HAND TAMP UNDER HAUNCHES. Q a) \ O t� \ GRAVEL FOR TRENCH BACKFILL" PER � N _ � I �/ WSDOT STD. SPEC 9-03.19, OR "GRAVEL 3. DIRECTLY OVER PIPE, HAND TAMP ONLY. j \ BORROW" PER WSDOT STD. SPEC 9-03.14(1), \ COMPACTED TO 95% OF MAXIMUM DENSITY 4. SEE STANDARD WSDOT/APWA SPECIFICATIONS SECTION 2-09.4 FOR W FRAME O O TRENCH WIDTH. C Y �z cz / 5. PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN 6" Q /\ LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY. Z BENCH AS NEEDED FOR 6. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH SLOT \\/\ SHORING SYSTEM WHEN FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDOT/APWA LL Q DEPTH IS 4' OR GREATER / SPECIFICATIONS SECTION 9-03.17. Z PIPE [i HOLE ILL LJI MINIMUM ALLOWED IN ZONE 1 PER STD. PLANS-F£!}B8-AHB•220.10 PIPE TYPE COVER (F7) PUBLIC? PRIVATE? OF THE APA7 BOLT -DOWN DETAILS SEE DETAIL SEE NOTE 1 LINE CORRUGATED POLYETHYLENE PIPE (LCPE) 2.0 YES YES YES $ CORRUGATED POLYETHYLENE PIPE (CPE) - TRIPLE WALL 2W////.0 YES YES YES ,P C410 POLYVINYL CHLORIDE PIPE (PVC) 3.0 YES YES YES liE T R SEE NOTE 1 SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HDPE) 2.0 YES YES YES wAs,yzA1,�, UNPAVED AREAS I PAVED AREAS POLYPROPYLENE PIPE (PP) - DUAL WALL 2.0 YES YES YES ^� �® y RZ) �� L� 0' 1 S T ER 1 TOP n $S ®N �, �� j NOTES: 1. SEE WSDOT/APWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR MEASUREMENT OF TRENCH WIDTH. DIAMETER 1z ro2a 30• TO 96" 102 TO 180 MINIMUM DISTANCE BETWEEN BARRELS 1r DIAMETER / 3 48" 2. EXCAVATIONS OVER 4' DEEP SHALL COMPLY WITH THE SAFETY STANDARD Heilman, Julie DESCRIBED IN CHAPTER 295.155 PART N OF THE WAC. u', Feb 20 2018 12:55 I'M 3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS D cosign DETERMINED BY PIPE MANUFACTURER. RECTANGULAR 4. IN PAVED AREAS, IF PIPE HAS LESS THAN T OF COVER, USE "CRUSHED UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) HERRINGBONE GRATE SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE. STD. PLAN - 220.10 STANDARD PLAN B-30■50-03 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. .,®,�• PUBLIC WORKS PIPE ZONE BEDDING AND 4DL�dby: UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) -4-* DEPARTMENT COMPACTION - FLEXIBLE PIPE artin Pastucha 8�13�zo o 18: SHEET 1 OF 1 SHEET STD. PLAN - 220.20 �8IiP3�A988ki9D_.. DATE APPROVED FOR PUBLICATION c PUBLIC WORKS feb2 201 Jeff �11 DEPARTMENT TYPICAL TRENCH AND BACKFILL PGAZ 9/28/2018 I :45 AN ISOMETRIC STATE DESIGN ENGINEER DATE Amk w7A 0- Washington State Department of Transportation NTS NTS NTS WSDOT Herringbone Grate 6 Typical Trench and Backfill % Pipe Zone Bedding and Compaction NEW UTILITY CONSTRUCTION RECORD DRAWING z THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. N FIELD DIMENSIONS AND INFORMATION THAT WAS PROVIDED BY BAYSHORE CONSTRUCTION COMPANY, AND PROVIDED TO EXPANDED POLYSTYRENE JACOBSON CONSULTING ENGINEERS IN OCTOBER 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY FOAM PAD CUT TO WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH SUPPORT TOP PIPE INFORMATION PROVIDED BY OTHERS. NEW UTILITY IN COMPLIANCE WITH CITY OF RENTON STANDARDS ETHAFOAM PAD SHALL BE OUTSIDE PIPE DIAMETER X OUTSIDE PIPE DIAMETER X3 INCHES WHERE OUTSIDE DIAMETER REFERS TO THE LARGER PIPE NTS NTS N. J Not Used 1 Not Used 11 �� F wA kCO SURVEYED: SCALE: DATE: RECORD DRAWINGS SE 11/3/25 IZOWA- NA 119/1 CITY OF RSD TRANSPORTATION EXPANSION 11/03/25 HORIZONTAL: NAD 1983/1991 ti DESIGNED:SSE/REG FlELDBOOK: DRAWN: RENTON PAGE. DJD/AJJ DRAWING NO: ONE INCH NTS ss c s667 �� CHECKED: AT FULL s� DATUM PlJAJanning/Building/Public Works Dept. STORM DRAINAGE DETAILS C4 IF NOT ONE INCH Ethafoam Pad TONAL v� APPROVED: SCALE ACCORDINGLY SHEET: OF, N0. REVISION BY DATE APPR 10 OF 3 R-434310 IZI- O T 0 L^ N A O 0 I N r12-1 co �M�y� 0 0 IZI- J co I 10 DocuSign Envelope ID: E212B987-C626-4330-A5D4-DO55AO107AF9 DocuSign Envelope ID. 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 0 wPLANTING BEDS/UNDISTURBED UNDISTURBED TURF (LAWN) AREAS, VEGETATION, SEE NOTE 1 SEE NOTE 1 UNDISTURBED GRASS: SEED OR SOD 29 1/4" - NATIVE VEGETATION 25 NOTES: RECESSED ALLEN ✓VA VA VA \ \ \ \ \ \ \ \ \ \ AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE HEAD CAP SCREW-%\//\//\/�\/%\/%\/%\ \\//\/%\//\///\//\//.� 1 PRECAST BASE SECTION, FIBERS PLACED IN ACCORDANCE WITH 5/8"- 11 NC x2" UNDISTURBED NATIVE SOIL UNDISTURBED \\/\\/\\/\\/\\/\\/� UNDISTURBED NATIVE SOIL STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A j/\\/\\/\\\//\\/\\\/�\\/�\\ \\\//\\//\\//\\/\\\//\\/ MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED T///\�//� WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE GRATE//\y/\\//j//\\//\\\//j\ \\//j//\\%\\/j���j�/ FRAME AND PER WSDOT STDNGBONE GRATE PLAN B 30 50 03 PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH SEE DETAILS HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 18". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" A MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT FRAME OPTION 1 - NO DISTURBANCE WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, 5 6"FILL THE GAP MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PLANTING BEDS TURF (LAWN) AREAS 1", 2", 4", 6". PIPE INVERT SHALL BE 5'. 12", OR 24" 4, THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE ,�Ip DOWN. 3%4" ARBORIST WOOD CHIP MULCH, //J / // /i / II II 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND SECTION BOLT -DOWN DETAIL SEE STD. PLAN 262.60 / //l� �`IN Ij ,`I GRASS: SEED OR SOD ONE #3 BAR HOOP FOR 6" HEIGHT THE WALLS MAY BE SLOPED AT A RATE OF 1H:24V OR STEEPER. D. INCREMENT (SPACED EQUALLY), SEE NOTE 1 SEE NOTE 2--�-----u-� a-�-�- 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST III -III -III -III -I II -I II -III -III III=III=III=III-III=III-III-III � RECTANGULAR ADJUSTMENT SECTION BASE SECTION. II I� I I� I I� I I� I H I I� I - =1 I H I �I I1=1 11=1 11=1I1=1I I- -�_ 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS TOP -�__ - BEEN PLACED. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS 111EIII=III=1 11= 11-1 I I -I 11=1 I I 111=1 11=1 11=1 I I -III -III -III- I 6 sF 2? 3" OF COMPOST INCORPORATED 1 1 I I =1 -1 =11 875" OF COMPOST SOIL(TOTAL AMENDED DEPTH S 0�� �NOT�c6 IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). INTO 5" OF SITE SOIL (TOTAL � 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN AMPORATED INTO ENDED DEPTH OF 9.5", FORA III -III -I ICI-TfII 11 -III-III III -III -III -III -III -III -III- ( OF 9.5", FOR A SETTLED DEPTH OF 8") \ ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY SETTLED DEPTH OF 8") �E_,� I_ =ITL�TL-�=�=�= Na. / I \ 4"M7 MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, III=III III I =III=III=1 I I1=1 I I=111EI I I -III -III -III -III A�\ I / A, AND FRAMES. I1=11 111E - =1 =1 1 11=1 11=1 11=1 11=1 11=1 11=1 I I= \ I / 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S --1 I -�� DIRECTIONS. III III I 1= --LI f== - 8^ 111-I 11-I 11-I 11 111�I 11 111=� T,o%/� �i m / I % I 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING 24 1/4 SUBSOIL SCARIFIED 4" BELOW \/ \/ SUBSOIL SCARIFIED 4" BELOW #3 BAR EACH CORNER I I UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A / - / \// \ \ - \� COMPOST AMENDED LAYER I STRAIGHT EDGE OF SUFFICIENT LENGTH. COMPOST AMENDED LAYER r \/ �, (12"BELOW SOIL SURFACE) I \� NTS / \ (12" BELOW SOIL SURFACE) u \/%/\�//' \ /I ,\\/\ ° _I I / I I /I 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE 1 ' / \ \/\ /�/\//\ / I • . I I UPON COMPLETION. Not Used .. - #3 BAR / HOOP � I � � .1,6 p•�E0 s F4,6 " c� ? OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND y I I �m e��a / OrFs SECTION A ISOMETRIC VIEW / I SEE DETAIL / PLANTING BEDS TURF (LAWN) AREAS / \ / /�j flh II #3 BAR EACH SIDE 718" 3"-4"ARBORIST / ij"�� p I p!q f^ #3 BAR EACH WAY `v WOOD CHIP //� 0„ � GRASS: SEED OR SOD #3 BAR EACH (MIN.) MIN. BH / MULCH, SEE STD. _ 314• \ PLAN 262.60 ]j[- - - - III i_ 11-11I 111 "111 III III Ill' NOTES: l ' 1 va" , NOTES: �711�71-�TT� - III11-11 III I11=1I 111 I1= PRECAST BASE SECTION ifTlyyT�i'TfyylTTT�TfyyyifT�ifT�Ti-T - T7-lyyl ) � - 1. AREAS OF NO DISTURBANCE TO BE FENCED LIJLLL ll1 I,UTiT1.0 l_U _ 1_U�11mT� -Ill-�-Ill- I- AND EXISTING VEGETATION AND SOIL TO BE 1. THIS FRAME IS DESIGNED TO ACCOMMODATE 211 24" GRATES OR COVERS, �_-�'f�_--1-�i1T - t7-1ll1-lll-III-IU.-IL-III - 4 1Y2" I SEE STANDARD PLANS 204.10, 204.20, AND 204.30. 6" IMPORTED - -- -�-1 1- -�-�- -III-_ PROTECTED FROM CONSTRUCTION IMPACTS. z_ TTf-1 �- - �l=l�l Ill=�-�l - 6" IMPORTED #3 BAR HOOP TOPSOIL MIX TIT=TIT TIT=M=M TIT - TIT �II TIT �ll �TI- TOPSOIL MIX i� _ P 1 1 518• / 2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND (COMPACTED -1l 1-ll 1-�= - I1 111-11 - -III (COMPACTED GENERAL NOTES: COVERS. UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE 1I=TIT TIT TIT=TIT T=TT�TT TIT -TIT TIT TIT -TIT TIT T II= FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. DEPTH) -� 1 1-I11 1 1=111-I 6" 11I 11=I 1I 1I 11-I 11 11-I 1I DEPTH) 1 5B' THE FRAME SHALL ACCEPT THE W%1I INC x 2" ALLEN HEAD CAP SCREW BY -11T T-I=iTT=JTT 1r=1T1 Ir iTl -TTI iIT TR Tr TJ- TO MEASURE SETTLED DEPTH, WATER SOIL 3/4" / BEING TAPPED. OR OTHER APPROVED MECHANISM. LOCATION OF "IL SUFFICIENTLY TO FULLY SATURATE WITHOUT I� BOLT -DOWN HOLES VARIES BY MANUFACTURER. �' TR -I' //\ r1. f%, 1TI -TIT T CAUSING EROSION 2112" / \ =1 / I- \ / 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL �/ ///� �;i //� \� � SUBSOIL IS 2. COMPOST TO MEET STD. PLAN 262.60. \ DETAIL REQUIREMENTS. SUBSOIL IS V A/� -)- %�/� \� - VA/�` SCARIFIED 6" 3. COMPACTION OF TOPSOIL (WHERE REQUIRED) SEE NOTE 1 / / / / 'Y / BELOW IMPORTED \ / SCARIFIED 6" TQBETO85%OFSTANDARD PROCTOR. ALTERNATIVE PRECAST BASE SECTION TOPSOIL MIX \ \ BELOW IMPORTED / //A ;���. �//� '-����%/ / TOPSOIL MIX \\ \\�j\\,icy/ 12/ 4. SEE CONSTRUCTION PLANS FOR SPECIFIC \/\/\ /\/ PROJECT REQUIREMENTS. I OPTION 5 - IMPORTED TOPSOIL UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.00 STD. PLAN - 264.00 STD. PLAN - 200.20 � } PUBLIC WORKS APPROVED: STD. .�,�•i PUBLIC WORKS ,PPR D: � PUBLIC WORKS CATCH BASIN TYPE 1P PPR ED: DEPARTMENT RECTANGULAR FRAME Martin Pastucha 10/19/2022 I 2:52 `��� DEPARTMENT SOIL AMENDMENT SECTIONS GAZ 9/zs/zoi8 I :45 A DEPARTMENT (FOR PARKING LOT) GAZ 9/28/2oi8 I :45 Al aueaeee•aeo_ . wdrc w",�aemm,ss,mo. DATE DATE VAWn,m�wo�: ndm�"�nno, DATE NTS 5 NTS 6 NTS 7 NTS n Not Used Rectangular Frame Soil Amendment Sections Catch Basin Type 1 P a CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION THAT WAS PROVIDED BY BAYSHORE CONSTRUCTION COMPANY, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN OCTOBER 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS NTS 1 o NTS 11 A. j Not Used Not Used N,Asy, o SURVEYED: sue: RSD TRANSPORTATION EXPANSION DATE: 03 25 RECORD DRAWINGS SE 11/3/25 VERTICAL: AD 1 83/1 CITY OF / / HORIZONTAL: NAD 1983/1991 w DESIGNED:SSE/l F� T FIELDBOOK: DRAWN: RENTON PAGE: W� DJD/AJJ ONE INCH DRAWING NO: NTS R� E� CHECKED: AT FULLSCALE 43667 IF NOT ONE INCH DATUM Not Used 9 �sSI�N1 APPROVED: SCALE ACCORDINGLY Planning/Building/Public works Dept. STORM DRAINAGE DETAILS SHEET: NO. REVISION BY DATE ,PPR 11 OF 3 R-434311 1!4" BOLT -DOWN HOLE (TYP.) - 518', 11 INC, SEE DETAIL AND NOTE 2 O T 10 'C� u J N 'i, u 0) C:) O C:) O N WE co C:) 10 C:) I CV Q J CO I 0 W ACCESS CASTING CAST CENTER OF CDS STRUCTURE, SCREEN AND FIBERGLASS SEPARATION SUMP OPENING CYLINDER AND INLET P A FLOW , i CDS2015-4-C DESIGN NOTES CDS20154-C RATED TREATMENT CAPACITY IS 0.7 CFS [19.8 Us], OR PER LOCAL REGULATIONS. MAXIMUM HYDRAULIC INTERNAL BYPASS CAPACITY IS 10.0 CFS [283 Us]. IF THE SITE CONDITIONS EXCEED 10.0 [283 Us] CFS, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. THE STANDARD CDS2015-4-C CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. CONFIGURATION DESCRIPTION GRATED INLET ONLY (NO INLET PIPE) GRATED INLET WITH INLET PIPE OR PIPES CURB INLET ONLY (NO INLET PIPE) CURB INLET WITH INLET PIPE OR PIPES SEPARATE OIL BAFFLE (SINGLE INLET PIPE REQUIRED FOR THIS CONFIGURATION) SEDIMENT WEIR FOR NJDEP / NJCAT CONFORMING UNITS TOP SLAB ACCESS 3: NOT BY INLET BAY STONE LAYER, TYP. (SEE FRAME AND COVER OJ (LOCATIONVARIES)S) PERMANENT FLOWKDRAIN PROVIDED BY CONTECH DETAIL) Q SETTLING 21" FILTERRA MEDIA, TYP. = POOL ELEV. PROVIDED BY CONTECH O PVC HYDRAULIC SHEAR a 48" [1219] I.D. MANHOLE z PLATE STRUCTURE o SECTION A -Al (SHALLOW CONFIGURATION WITH THROAT INLET AND/OR PIPE INLET "-ST") +/-65 ° D' K aFIBERGLASS SEPARATION A CYLINDER AND INLET N 0 U B INLET PIPE rh (MULTIPLE INLET PIPES LD"1 MAY BE ACCOMMODATED) z O z ---- 0 O OIL BAFFLE SKIRT U zSEPARATION SCREEN F PVC HYDRAULIC 5 SHEAR PLATE zz O m INTO TOP SLAB (TYP) N*IF REQUIRED REFER TO TABLE FOR TYPE PER SIZE / CONFIGURATION n a_ O `INLET PIPE ENERGY 2i NOT BY CONTECH DISSIPATION CLEAN OUT FRAME AND 0 � (LOCATION VARIES) CURB ROCKS COVER CAST INTO TOP SLAB INLET 0 TOP SLAB w D O 6"MIN - 07. Z Q: in 3" MULCH LAYER, TYP. W � PROVIDED BY CONTECH 0 O OUTLET PIPE 6' UNDERDRAIN W 0 z `INLET PIPE VAULT LENGTH 0 NOT BY CONTECH 'CURB AND GUTTER, TYP. LOCATION VARIES `CURB (NOT BY CONTECH) FTPD-UGS CONFIGURATION (OPTIONS: THROAT INLET "-T", PIPE INLET "-P", GRATE INLET "-G", THROAT & PIPE INLET "-TP', GRATE & PIPE INLET "-GP", ALTERNATE HATCH "-H") SHALLOW CONFIG MEDIA MEDIA BAY VAULT SIZE WEIR / CURB ACCESS CON FIG GRATE SIZE WITH MODEL NAME PART NUMBER AVAILABILITY AREA (SF) SIZE (W x L) LENGTH IN -OUT BAY / MEDIA BAY1 "-G" CONFIG FTPD-UGS 4x4 F FPD0404-UGS ALL 16 4 x 4 4 x 6 1'-8" (2) 012" / 030" & 07" 12" (4x6 VAULT) FTPD-UGS 4x6 FTPD0406-UGS ALL 24 4 x 6 4 x 8 1'-8" (2) 012" / 030" & 07" 12" (4x8 VAULT) (EXCEPT DE MD, NJ, PA VA, Wh FTPD-UGS 6x4 FTPD0604-UGS ALL 24 6 x 4 6 x 6 1'-8" (2) 012" / 030" & 07" 24" (6x6 VAULT) CA (EJccEPT cA TJQ FTPD-UGS 4.5X5.8 FTPD045058-UGS DE, MD, NJ, PA, VA, WV 26 4.5 x 5.83 4.5 x 7.83 1'-8" (2) 012" / 030" & 07" 24" (4.5x7.8 VAULT) ONLY FS FTpD0606-UGS ALL 36 6 x 6 6 x 8 V-8" (2) 012" / 030" & 07" 24" (6x8 VA (6x8 VAULT)T) FTPD-UGS 6x8 FTPD0608-UGS ALL 48 6 x 8 6 x 10 1'-8" (2) 012" / SxT HATCH & 07" 24" (6x10 VAULT) (EXCEPT CA TX) FTPD-UGS 8x7 FTPD0807-UGS ALL 56 8 x 7 8 x 10 2'-6" (2) 024" / TxT HATCH & 07" 24" (8x10 VAULT) (EXME M.wn) S F(6x12 FTPD0610-UGS '4LC 60 6 x 10 6 x 12 V-8" (2) 012" / TxT HATCH & 07" 24" V LT) (6x12 VAULT) (ExcErT CA TJQ FTPD-UGS 7x10 FTPD0710-UGS ALL 70 7 x 10 7 x 13 2'-6" (2) 012" / TxT HATCH & 07" 24" (7x13 VAULT) (EXCWr CA TX) FTPD-UGS 8x9 FTPD0809-UGS ALL 72 8 x 9 8 x 12 2' -6" (2) 024" / TxT HATCH & 07" 24" (8x12 VAULT) (EXCEPT OR, wAI FTPD-UG FTPDO8105-UGS ALL 84 8 x 10.5 8 x 14 3'-0" (2) 024" / 3'x3' HATCH & 07" 24" (8x14 VAAULT)LT) FTPD-UGS 8x12.5 FTPD08125-UGS ALL 100 8 x 12.5 8 x 16 3'-0" (2) 024" / (2) 3'x3' HATCH & 24„ (8x16 VAULT) (D(CEPT oR, WA) 07" FTPD-UGS 9x11.5 FTPD09115-UGS OR, WA ONLY 103 9 x 11.5 9 x 15 3'-0" (2) 024" / (2) TxT HATCH & 24" 1 (9x15 VAULT) 07" > ( ) INLET SEE CURB INLET DETAIL SITE SPECIFIC ANALYSIS IS REQUIRED TO DETERMINE BYPASS CAPACITY. 0 TRANSFER OPENING t IF REQUIRED BY LOCAL JURISDICTION, ON SIZES WITHOUT A HATCH AS STANDARD, ACCESS OVER THE MEDIA BAY MAY BE ALTERNATED WITH A 36'k36" HATCH Y 4" x 15" ON 4' WIDE VAULTS FOR AN ADDITIONAL CHARGE. 4" x 20" ON 6'-8' W IDE VAULTS LU LJ I w z W N O � I Irl m;0 w I I 1 j(ol LIM oLA INLET BAY r 1 I I A I LJ I� ACCESS(TYP) I �Tnm j t (MAY BE SOLID I I I I / \\ I r—_--7 / Y I OR GRATED)— I O OUTLET BAY ACCESS (TYP) LL wrinmr I 1 I 10I I I MEDIA BAY ACCESS 1 I I I 101 I I I COVER(S) (TYP) 1 I I F --1'-1-----------------J L 11 — J L1—Z1L r r 6 OUTLET PIPE r NOT BY CONTECH Li Li g (LOCATION VARIES) a ALTERNATE ORIENTATION GRATE INLET ORIENTATION "-G" A i 1'-8"MIN. MEDIA BAY LU GENERALNOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. y PLAN VIEW LU 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED 0 PERMANENT POOL SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com O (SHALLOW CONFIGURATION "-S") CURB AND GUTTER, TYP ELEV. 3. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. a (NOT BY CONTECH) 1 J _ L�7 CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. z OPTIONAL CURB (BY OTHERS) ACCESS CASTING (TYP) 1 Oun 4. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 2', AND GROUNDWATER ELEVATION AT, OR BELOW, &ELEVATED CASTINGS II I REFER TO TABLE FOR TYPE t"J PER SIZE / CONFIGURATION — I THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET F - p. 7 1 I AASHTO M306 AND BE CAST WITH THE CONTECH LOGO.. LL OPTIONAL GRATED INLET C--7 I _ 5. IF REQUIRED, PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS (REFER TO TABLE FOR SIZING) STREET NECESSARY DURING MAINTENANCE CLEANING. z ------ I I I 6. CDS STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-478 AND AASHTO LOAD FACTOR DESIGN METHOD. z I I I ¢� I II I INSTALLATION NOTES W 6"MII N47< =W" aOl I A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE ° L _ r11 _ _ _ _ _ _ _ _ _ _ _ _ J SPECIFIED BY ENGINEER OF RECORD. a B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE. z O to CURB INLET DETAIL '� C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. o o STANDARD FTPD0608-UGS & LARGER U D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET AND OUTLET PIPE(S). MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. ALL PIPE F CENTERLINES TO MATCH PIPE OPENING CENTERLINES. O O (HATCH "-H" FOR SMALLER SIZES - ADDITIONAL CHARGE) p SOLIDS STORAGE SUMP E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS ELEVATIONA -A SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. w reaegnaem«maaonaroxn«msaa yspoaeaasaawr<mmepopdowecengre«am«cal«oyc«reaEgneerea sowtiosuc««eamamareammpaesfC«cen'7Ndmawsaawg,o«am vanlncm,mace ea,revre�«ecormmmminammanar F wiVput Me poor *riNen mnseN al CenkC,. FaYureboanpy gOone al leeuXs«vn MNc anO CONEJ'1eYpressy tlstlaY,s arty BNtMy of resp«saWly MrsW„se.lf�«epandes OeMeen tl,e sppXeO Mf«mMb, upon vflJtl, Me WawN81%EauO anJ xMual fkp conJlibrs are encouMereO as slle qN.T.S. o-«x«epre ex mesa:«p«cesmTee,eponenmc«xemlmnc6akN«re4a aa«omeae�so.c«aena«eps oleNsr«aesyso�eaon.n..ampere«mamumrelmommnons�ssaMouere C1 a SECTION A-A2 �I FILTERRA PEAK DIVERSION - UNDERGROUND SHALLOW III•NTECH CDS2015-4-C z (SHALLOW CONFIGURATION WITH GRATE AND/OR PIPE INLET" -SG") C�DNTECH w W ENGINEERED SOLUTIONS LLC (FTPD-UGS) 1% ENGINEERED SOLUTIONS LLC ONLINE CDS �DS' www.contachES.comLu fj terra www•ContechES.com 6'-6" OR LESS RIM TO OUTLET 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 STANDARD DETAIL NTERNAL PIPE CONFIGURATION MAY VARY 9100 Centre Pointe Dr., Suite 400, West Chester, OH 45069 g (� FOR MTENT INFORMATKIN, GO TO..Con�fiES.c«NIP CONFIGURATION DETAIL 800-338-1122 513-645-7000 513-645-7993 FAX DEPENDING UPON OUTLET LOCATION 800-338-1122 513-645-7000 513-645-7993 FAX NTS NTS n CDS Separator (SD A5) Filterra 4x4 Vault (SD A6) a CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION THAT WAS PROVIDED BY BAYSHORE CONSTRUCTION COMPANY, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN OCTOBER 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS NTS 1 o NTS 11 A. JAr Not Used Not Used � was RECORD DRAWINGS SE 11/3/25 RSD TRANSPORTATION EXPANSION 11/03/25 DATE: SURVEYED: SCALE: CITY OF HORIZONTAL: VERTICAL: NAD� 983/1991 a W ti DESIGNED:SSE REG p / FIELDBOOK: DRAWN: AL� RENTON PAGE: DJD/AJJ ONE INCH DRAWING NO: 43667 CHECKED: AT FULLJAJ Planning/Building/Public Works Dept. STORM DRAINAGE DETAILS C412 NDATUM TS �' � �G[ GIST �1 IF NOT ONESCALE NC Not Used SjoNAL E� N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OR 12 OF 3 R-434312 8 I I I I I'I I I III I I I I rn N 0 o � I N V-9" [533] o I 9 9�,t,TeN4 NCE CALL 18D��a > FRAME AND COVER B (DIAMETER VARIES) OUTLET PIPE N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID SD A5 WATER QUALITY FLOW RATE (CFS OR Us) 0.03 CFS PEAK FLOW RATE (CFS OR Us) 0.42 CFS RETURN PERIOD OF PEAK FLOW (YRS) 100 YR SCREEN APERTURE (2400 OR 4700) PIPE DATA: I I MATERIAL DIAMETER _ INLET PIPE 130. 23B-Bi' SDR35 8" INLET PIPE 2 1 OUTLET PIPE30. 239:92 SDR35 8" RIM ELEVATION 33.60 ANTI -FLOTATION BALLAST WIDTH HEIGHT NOTEWSPECIAL REQUIREMENTS: * PER ENGINEER OF RECORD A, u 0) O O Nt Ir WE co O I CV Q J Nt O T T O 'O'^ L N W u C3� O O O O N rlr '.7 Cfl C'7 O O O N Q D J R-434313 FND MON IN CASE INT OF PARK AVE N N. & N. 6TH ST (y) NO. 947 0 � w WO O � r— r- r- r— IO z APPROXIMATE 1,200 SF PUBLIC AMENITY SPACE PER LANDSCAPE PLANS I Call before you Dag.8-1-1 '5- or1-800-424-5555 O UNDERGROUND T SERVICE (USA) T O 0 10 20 40 • O N SCALE 1 "=20' U LEGEND PROPERTY LINE N 79JJ'06" E - 46.81' STANDARD ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT :::::::::::::::::::: CONCRETE PAVEMENT CONCRETE CURB CONCRETE CURB AND GUTTER CHANNELIZATION ARROW �� ♦� NEW 8-FT HIGH ORNAMENTAL FENCE HEAVY DUTY O ASPHALT UTILITY O I I NEW 8-FT HIGH CHAINLINK FENCE —x X X x— ° _ 9' ❑ I PATCH SEE DETAIL / O D N © --i 21.2' 8 � o/ I o e - C510 9�T R5' NEW CHAINLINK DOUBLE •27� CONNECT CHAINLINK R2.5 k �o SWING VEHICLE GATE PER �q — 1007' FENCE TO LANDSCAPE PLANS 9 0 I I O STANDARD ASPHALT ORNAMENTAL FENCE + I I CHANNELIZATION PAVEMENT R2.5 (CA ZONING) 1- `�? X / I o Q I SEE DETAIL PARCEL #7224000676 N k R2 ARROWS I R2.5' \� SEE DETAIL (TYP) \ 0 I AS !/AULT 8 STANDARD C510 ` APPROXIMATE x ASPHALT _ PROPERTY LINE j 0 TO BE SURVEYED 5 HEAVY DUTY ASPHALT S89°02'47"E 10 .4T INSTALL NEW 8-FT HIGH CHAINLINK I o R2' FENCE PER LANDSCAPE PLANS O I O O p REMOVE AND °1 x 17' REPLACE EX PROPOSED o I DRIVEWAY CURB PARKING LOT x 0 INSTALL TRUNCATED CUT WITH NEW I EXPANSION ° ` I I ° DOME STRIP 6 CURB & GUTTER 60 I O x / o I � SEE DETAIL c51 0 AND SIDEWALK SEE o DETAILS (TYP) a 20' 24' 1 20' �' CONCRETE SIDEWALK SE 1 4 SECTION 08 T. 23 N, R. 5 E. W. M . FND MON IN CASE / / / / INT OF GARDEN AVE N. & N. 6TH ST NO. 1676 1-1 1-0 SIGNIFICANT TREELn ` O L J (SPECIES, SIZE, AND N DRIPLINE TBD) FND REBAR AND CAP L.S.# 11926 Z a REMOVE AND REPLACE EX 0.1' SOUTH & 0.5' WEST PROP CDR o DRIVEWAY CURB CUT WITH NEW c CURB &GUTTER AND SIDEWALK North 5th Street � S89°00'57"E 446.08' '� ' MINIMUM 15' PERIMETER — — — LANDSCAPE BUFFER EXISTING PARKING LOT (FROM BACK OF WALK) 23' DRIVEWAY CURB CUT (GATED) r �— \/ � FND MON IN CASE _ 3/8" COPPER PLUG � ? J 4 IN CONC (DN-0.7) c F- 4.1' FND REBAR AND CAP T.S.A. 9834/10356 o — - D d S89°00'57"E 259.57' O D:. — — D L — � MATCHLINE - SEE BELOW LEFT Ua ° =--12 tx15I IINU BUILDING INSTALL ACCESSIBLE PARKING STALL SIGN AND POST SEE DETAIL e C51 5 6 10.7' 6. • • • • SEE DETAIL (TYP U.O.N.) O I / \/X d I PROPOSED PARKING C510 C510 11 l/ �II�� C510 a I CALCULATIONS MINIMUM 10 PERIMETER 8.1' I ° '. . . . 0 ��� EXISTING BUS ( - TOTAL STANDARD STALLS (9 x20) -) 33 PARKING LOT LANDSCAPE I I 15 33 �O I p D \ o I TOTAL ANGLED STALLS 9'x20'x60012 BUFFER - ❑® x HEAVY DUTY O� " STANDARD STALLS ASPHALT PAVEMEN� I d INSTALL CONCRETE SEE DETAIL o I INSTALL NEW BOLLARD (6 TOTAL) MOUNTED ON CONCRETE PADS FOR FUTURE EV CHARGERS TO WHEEL STOPS (TYP) (CA ZONING) - 8 EXISTING STAFF PROTECT ELECTRICAL CONDUIT STUBUPS. m SEE DETAIL VERTICAL PARCEL #7224000675 Q c51 AND FLEET VEHICLE i BOLLARDS SHALL BE "ULINE" FIXED 4.5"x36" I 4 CONCRETE I o O I ANGLED STALLS \ / PARKING LOT STANDARD SAFETY BOLLARD COLOR YELLOW AND c510 CURB (TYP) I NEW 8I T HIGH I I MOUNTED TO CONCRETE PADS USING A CONCRETE o p . SEE DETAIL 1111r SECURITY FENCE 0 \ INSTALLATION KIT. BOLLARDS INSTALLED ON THE (6) @5110 PER LANDSCAPE ❑ NORTHERNMOST CONCRETE PADS ONLY. REMOVE AND s PLANS REPLACE EX 21:8' (IL ZONING) a r1 DRIVEWAY CURB PARCEL #7564600105 i L J CUT WITH NEW CURB & GUTTER 10I ) o I I R2.5' ° AND SIDEWALK ,.. 0 . . . R2.5' I .... I _ I D I I � S89°02 47"E 106.20 - - - - 00 ORNAMENTAL o I (IL ZONING) /� DOUBLE SWING D x CONNECT CHAINLINK PARCEL #7564600105 ° VEHICLE GATE PER D D 1 FENCE TO LANDSCAPE x ORNAMENTAL FENCE D6�.� PLANS. i ° D I NEW 8-FT HIGH SECURITY o \\ , w x MAN SWING GATE PER CONNECT TO EX > I LANDSCAPE PLANS 0 PARKING LOT CURB. ° MATCH EX GRADE. (IL ZONING) D \ D PARCEL #7564600105 0 252 00 o I D p EXISTING VISITOR x RESTORE EX PARKING LOT PLANTER BED PER I> CURB SET APPROXIMATELY I LANDSCAPE PLANS 12" VERTICAL CURB ALONG ® PROTECT 6" +/- ABOVE ADJACENT ° I ° EAST SIDE OF THE DCVA E EX PIV NEW SIDEWALK GRADE VAULT W/ 6" REVEAL AT EDGE 6 INSTALL NEW 8-FT HIGH a OF SIDEWALK; CURB TO BE : s 2ti' CHAINLINK FENCE TO BE I p PAINTED TRAFFIC YELLOW. ° REROUTED FOR NEW 5 ti� 0 SIDEWALK INSTALLATION PER I o 11 EXISTING DCVA TOP LID �� L LANDSCAPE PLANS l HEAVY DUTY I TO REMAIN AS -IS SET 6 +/- BELOW ADJACENT 3' PARKING STALL TO BE I� ASPHALT UTILITY E X NEW SIDEWALK GRADE ` L°L L L L 6' CONVERTED TO COMPACT ; .° o �I�� PATCH SEE DETAIL VEHICLE SPACE N. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C510 Z I PROTECT EX FDC EXISTING SECURITY GATE . . . . . . I CURB TAPER TO EX POLE . , . , . INSTALL CONCRETE TO REMAIN (NO PUBLIC ACCESS � \\ MATCH EX TOP BEYOND THIS POINT) �1 WHEEL STOP OF CURB I PROPOSED SEE DETAIL r� A. J ACCESSIBLE � . ® 4 ® PARKING STALL I 1 c510 o RECORD DRAWINGS ° �i,�0 SEE DETAILL I h C5 I Al` MATCHLINE -SEE ABOVE RIGHT 43667 ss GAS VVgv �o REVISION S E 11 /3/25 SURVEYED: I SCALE: DESIGNED: SSE/REG DRAWN: DJD/AJJ CHECKED:. BY DATE I APPR I APPROVED: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION THAT WAS PROVIDED BY BAYSHORE CONSTRUCTION COMPANY, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN OCTOBER 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. CITY OF RENTON Planning/Building/Public Works Dept. TOTAL ACCESSIBLE STALLS (9'x2O')= 01 TOTAL = 46 NOTE: APPROXIMATELY 5,743 SF OF TOTAL LANDSCAPING (GROUND COVER) IS PROPOSED AS PART OF THE PARKING LOT IMPROVEMENTS, OF WHICH 1,606 SF IS INTERIOR LANDSCAPING NOTE: FOR ALL EXTERIOR CONCRETE PAVEMENT, PROVIDE SPRAY -LOCK P3 OR EQUAL CONCRETE PAVING SURFACE TREATMENT TO HELP PROTECT CONCRETE AGAINST WINTER DE-ICING SALT PER PROJECT SPECIFICATION SECTION 321313.23 IMPERVIOUS LEGEND QUANTITY LAYER NEW REPLACED (PARCELS 7224000675 & 7224000676) ASPHALT 4,638 SF 8,500 SF CONCRETE 1,042 SF 759 SF (PARCEL 7564600105) ASPHALT 220 SF 223 SF CONCRETE 534 SF 2 SF TOTAL NEW & REPLACED IMPERVIOUS: 15,918 SF IN COMPLIANCE WITH CITY OF RENTON STANDARDS RSD TRANSPORTATION EXPANSION PAVING PLAN DATE: 11/03/25 FIELDBOOK: PAGE: DRAWING NO: C501 SHEET: OF, 14 OF 3C r.7 R-434314 13/16" DIA HOLES Co 6'-0" I I 0 W 91 INSTALL CONCRETE WHEEL STOPS WITH DRAINAGE SLOTS to RAISED EDGE DETAIL 1 -Tr s soElvax LEVEL 1rz• ExrENn $InEWALK tRANSYERSE 1'-0' 1'-P 31t)•pN)PREMOLDED JOINT FILLER 10 (IN) R 1 JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE ROU DING zj_0"A y t7 (IN) R. RYP.) + FOR CURB DETAILS •► • . 1.5% SEE STO PLAN 101 FACE OF CURB 6' CEMENT CONCRETE 12" R. 612• 1 R. SIDEWALK RAMP OR LANDING - VARIES 5112• 1" FROM - - + 6" TO 0 2" CLEARANCE r � , 1, a i• (IN) R. ! f ••� QI �' L v .5••r • :. ,EJCI STING ROADWAY •' Y< {•. y;�.. /ORUSHEOROCItIi4S • SF�RAISEDEDGE L / SIDEWALK DETAIL -THIS SHE TYPICAL UNDER CRUSHED SURFACING TOP COURSE (CSTC) EXISTING ASPHALT. 2.0' MIN. NEW CURB PAVEMENT &GUTTER (SEE NOTE 2) SEE DETAIL 112" R. 1" R. . 1 ( 1 2a TOP OF 6 f in ROADWAY 3/8'PREMOLDED 1,2 R. JOINT FILLER 3:1 SAND AND CEMENT GROUT 111 DEPTH ALLcur MIN. UNLESS TO IRE mODIFIED PROCTOR (UNLESS R MENTWANED BY DEDGESIDEWAL SLOPES WITH RAISED EDGE ENGINEER) TYPICAL UNDERALLCURB, TYPICAL 12• (IN) R. (iYP.) GUTTER & SIDEWALK CSTC UNDER \ t Fo1:cuReDETats CURB&GUTTER TO BE 6THICKNESS OR � 1.5% SEE STD PLAN 101 MATCH ROADWAY CRUSHED ROCK 0 C510 '- CEMENT CONCRETE , PEDESTRIAN CURB � n 5" n 2 1/2" 2 1/2 NON -SHRINK GROUT _ `�- BASE, WHICHEVER IS GREATER (TYP. FOR �� 0a WHICHEVER I AT SIDEWALK RAMPS AND LANDINGS aF - ••• • . .N ALL CURB a GUTTER). snwcuT T (SEE NOTE 2) 6 _ TWO #3 BARS FINISHED GRACE I•(IN)BELOW TOP OF CONCRETE SURFACE rIN soEwAix FACE OF ADJACENT CURB CEMENT CONCRETE s12"'- ADJACENT TO CURB MIN 1 Lr 1 0• TRAFFIC CURB AND GUTTER RW DING SEE DEPRESSED CURB DETAIL THIS SHEET 1O" FOR CURB DETAILS �z d c% ? - -�� ' d FACE OF ADJACENT CURB 1:24 cZ �I " J BRIDGE OR PEDESTRIAN � ti - ----_�-• � a� ••����•'• RAILING I ADJACENT TO CURB" dTOP e - ° OF 6112"-� 1/2" R. ROADWAY FLUSH WITH GUTTER , t 1' PAN AT SIDEWALK 2- r RAMP ENTRANCE r-I FOR CURB DETAILS (STEEP FILL SLOPES) BARRIER -SEE SIDEWALK SEE STD PLAN 1o1. 1 2 THREE #6 BARS CONTRACT PLANS ALL OR BARRIER n 1:24 ♦' I 1rr (IN) R. in?) SIDEWALK � I - TOP OF 1/2" R. ROADWAY r ATTACHMENT DETAIL FLUSH 15% 1'-6" • to MR VERTICAL WALL - pi..\� t..}� 4.4-_"_-�" '\Ye17" t DEPRESSED CURB SECTION SEE DETAIL arsJOINTFEMOLOED „ VS-ON) JOINT FILLER ARTERIAL MINIMUM tO AT RESIDENTIAL DRIVEWAYS ONLY. 1 FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 NTS A ADJACENT TO CURB AND RAILING OR WALL PREMOLDeD JOINT FILLER 7" HMA (Or ACP Class B) - � _8. ',F Wheel Stop FOR REATME BUFFER STRIP TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL (SEE NOTE 1), OVER 6'� CRUSHED ROCK DEPRESSED CURB SECTION FACE of cuRe SIDEWALK (SEE NOTE 10) 11/2PIMR AT SIDEWALK RAMPS 6 12" J - - SECTIONS �. FOR CURB DETAILS SEE STD PLAN 101 512" 1" GROOMED FINISH �� •'.•'M• OR MATCHt7dST1NG i RESIDENTIAL 5TREET MINIMUM 1r1" R. 7" R. 9I8" FACE OF ADJACENT CURB , �� - t TOPOF HMA CLASS 1/2 ~ 5'�• TROWELED PERIMETER 4" HMA (or ACP Class B) ROADWAY ., A 0 GUTTER SURFACE r , � COMPACTED CRUSHED o FINISHED GRADEI- FOR kNTIN TOP U CONCRETE SURFACE FOR PLANTING •-FI.VSH IF PAVEO p� �+ CEMENT sti (CURB ANDGVTTERSHOWN) ADJACENT TO BUFFER STRIP © /\ FOR CURB DETAILS (SEE NOTE 1), OVER 6•' CRUSHED ROCK • r . • �r . ' .�►• • SAWCUT TACK AND SURFACING BASE COURSE o Q SEES1113PLAN101 MATCH EX ASPHALTPREQ Q © \\\ OINTMFFII FILLER ! 1' R. E FULL -DEPTH W FULL DEPTH 12LOED" _ � 5 � i a ro v° - EXPANSION JOINT - - 1. FouTESr 1. Fourteat ithe pedestkwdthshall O bothe mnimumpedestrian �\ INSID WALK JOINT .'.• • ' IN SIDEWALx ONLY►l NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 1"� CEMENT CONCRETE TRAFFIC CURB ��, o 0 0 0 0 0 0 0 0 accessible route tPAm free of vertical • ► • RAO ' and horizontal obstructions. Gratings, ►" ; g �\ BEYOND EDGE OF O O` U' ✓ "� O` D 0�0�0�0� FULL -DEPTH ' Access Covers, Junction Boxes, � CURB ANDSIDEWALK(SEESTOPLANIOU) Cable Vaults, Pull Boxes 2. 5AWCUT SHALL BE POSITIONED 1' - 0" DAMAGED PAVEMENT. DEPRESSED CURB DETAIL o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 and other �i appurtenances within the sidewalk s�o 01S• C CONTRACTION JOINT must be flush with surface, and match - grade ofthe sidewalk. � JOINT AND FINISH 3. THE CEMENT OF THIS DESIGN IS E. DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS - _ o 0 0 0 0 0 0 0 0 2. ManvlithicCement Concrete Curb and : -a �'.DETAIL• FOR CEMENT CONCRETE CURBS. 0 0�0 0 0 0 0 0 0 ' i i III _III III III III III III III ••�,• Sidewalk Is not permitted to new For other referenced NOTES see :. 4 , GENERAL NOTES: construction When replacement work STD PLAN 104.2. a Monolithic Cement Concrete Curb build per WSDOT JOINT E FILLER Standard Plan F-30.10-03. Paved surfaces must comply with 1. See standard plans 102 and 101.1 for rb expansion and contraction joint spacing. curb ng. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. EXISTING ASPHALT A \VA VAA \VA VAA \VA VA VA VA VA VA VA VA STD PLAN asappficabte. E FULL -DEPTH 3. Concrete to b� 4,000 PSI. EXPANSION JOINT '"• ` 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2 EX UNDISTURBED PAVEMENT VA� \VAA VA� \VAA VA� \VAA SUB -BASE MUST B E COMPACTED TO VA� AA VA� AA VA� STD. PLAN - 102 • PUBLIC WORKS CEMENT CONCRETE QED 4 0 On PUBLIC WORKS + CURB AND GUTTER SM. PLAN - 103 PPRO D: _� PUBLIC WORKS CEMENT CONCRETE CURBS STD. PLAN - 101 =III III \VA Z_ Z_ 95% MAX DENSITY PER ASTM D 1557VA VAVA VAVA VA ;1 I'PFtO DEPARTMENT SIDEWALK t't !C •r 7 DEPARTMENT ivc o� REPLACEMENT DETAIL Z ATE DEPARTMENT CV CV �\ \ VA \� \�\ \ -1 -1 COMPACTED 2-INCH CLEAN r CRUSHED ROCK OR CRUSHED RECYCLED CONCRETE =III PER GEOTECHNICAL ENGINEERS -IF IF RECOMMENDATIONS GEOTEXTILE SEPARATION FABRIC MIRAFI 50OX OR EQUAL COMPACTED SUBGRADE NOTES: 95% ASTM D1557 DEPTHS ARE COMPACTED THICKNESS NTS 5 NTS 6 NTS 7 NTS 8 COR Cement Concrete Sidewalk (ROW) COR Curb and Gutter Replacement (ROW) Cement Concrete Curbs On -Site Asphalt Concrete Pavement 24 1/2" side 25" 1/4" EDGED BROOM FINISH GROOVE 1.5% SLOPE (SEE NOTE 3) FACE OF CURB 6.5" e R0.5" � e V 5.5 /- rl FINISH GRADE \I ° ce , o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PAVEMENT ° v ° ]IL CONSTRUCTION RECORD DRAWING N � � �� � � THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN - EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION THAT WAS PROVIDED BY N BAYSHORE CONSTRUCTION COMPANY, AND PROVIDED TO 0.5" NOTE: CEMENT CONCRETE COMPACTED SUBGRADE JACOBSON CONSULTING ENGINEERS IN OCTOBER 2025. a a CONTRACTOR SHALL PAVEMENT, CLASS 3000 95% ASTM D1557 JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH TOP OF CURB AT - '8 ` CONFORM TO WSDOT L COMPACTED CRUSHED INFORMATION PROVIDED BY OTHERS. DRIVEWAY APPROACH SPEC. 8-04.3 SURFACING TOP COURSE NOTE: IN COMPLIANCE WITH CITY OF RENTON STANDARDS 20" 1. CEMENT CONCRETE SHALL BE CLASS 3000 101, 2. DUMMY JOINTS CONSISTING OF 3/16" BY 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT 15 FOOT R�3�„ INTERVALS 3. SLOPE SHALL BE 1.5% FOR CONSTRUCTABILITY WITH N N 10 1/2" 10 1/2" 1/2" 2 1/2" NTS lo A 2.0% MAX NTS A• Jq On -Site Concrete Vertical Curb On -Site Concrete Sidewalk was9�� 6 1 2" 6 1 2" / / ! SURVEYED: SCALE: DATE: RECORD DRAWINGS SE 11/3/25 VERTICAL: NAVD 1986 HORIZONTAL: NAD 1983/1991 CITY OF RSD TRANSPORTATION EXPANSION 11/03/25 DESIGNED: w ,SSE/REG r 1ELDBOOK: DRAWN: RENTON PAGE: W� DJD/AJJ DRAWING NO: NTS 9 ONE INCH �EcIS6TV'V. CHECKED: AT FULL SCALE DATUM Planning/Building/Public Works Dept. PAVING DETAILS C510 sSIUNAL Channelization Arrows IF NOT ONE ��� APPROVED: SCALE ACCORDINGLY SHEET: OR N0. REVISION BY DATE APPR 15 OF 3 C:) T C:) C:) N A, u C:) C:) I N Ir WE C:) C:) I CV Q J R-434315 co 11:t 10 I ATTACH SIGN SITE SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM O NOTES: TRAFFIC CONTROL DEVICES WITH 2 DRIVE ° 0 RESERVED 1. METAL POSTS SHALL BE TELESPAR QUICK PUNCH POST RIVETS. SEE NOTE STOP SIGN R1-1 (30") PARKING Lij LEFT TURN MUST YIELD R10-1201 ° ° EACH PARKING SPACE RESERVED FOR PERSONS WITH _ SIGNS MUST CONFORM - 2. METAL STOP AND YIELD SIGN POSTS SHALL HAVE ALTERNATING V ° DO NOT ENTER R51 (30") RESERVED RESERVED PHYSICAL DISABILITIES SHALL BE IDENTIFIED BY A MUTCD ° TO MUTCD STANDARDS BANDS OF RED AND WHITE 3M DIAMOND GRADE SHEETING. ALL ° NO RIGHT TURN R3-1 (30") PARKING PARKING REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY r I R7-8 OTHER POSTS SHALL BE UNSHEETED o SIGN POST NO LEFT TURN R3-2 (30") ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE CORNER BOLT ° SQUARE 2"x2", 14 RIGHT TURN ONLY R3-5R R7-8 CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH STATE DISABLED PARKING OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE PERMITREQUIRED 3. FOR IN -SIDEWALK INSTALLATIONS, CORE 4" DIAM. HOLE. ANCHOR SEE NOTE 7 o GUAGE. QUICK PUNCH LEFT TURN ONLY R3-5L ° METAL SIGN; BOLT LENGTH MAY BE DECREASED TO 12" NO PARKING FIRE LANE* 7-107 MODIFIED PER SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN 2" o STATE DISABLED PARKING STATE DISABLED PARKING ° TO PIPE COLUMN GROUND SURFACE BELLEVUE FIRE REQ TO READ: PERMIT REQUIRED PERMIT REQUIRED AREA AND SHALL BE CENTERED ON AND JUST BEYOND THE MUTCD VAN 4. POST SHALL BE ROLLED CARBON SHEET STEEL, ASTM A570 GRADE "NO PARKING FIRE LANE" ° ° FRONT EDGE OF THE PARKING STALL. SIGNS MAY ALSO BE R7-8A ACCESSIBLE MUST CONTAIN WORDING: 50 AND BE HOT DIPPED GALVANIZED AASHTO M-120 YIELD �� o ' ACCESSIBLE LOADING* R7-801A (18"x9"): MODIFIED ° HUNG ON THE WALL AT THE INTERIOR END OF THE PARKING SIGN POST "STATE DISABLED PARKING STRENGTH 60,000 PSI MIN. POST SHALL HAVE 7 16" = AN SQUARE R7 8A VAN SPACE. SIGN MOUNTING HEIGHT SHALL BE 60 INCHES / c� TO READ ACCESSIBLE ACCESSIBLE SEE DETAIL PERMIT REQUIRED" DIE -PUNCHED KNOCKOUTS ON 1" CENTERS FULL LENGTH, FOUR N 2.5"x2.5" O.D. 7 LOADING" ABOVE THE PARKING SPACE FINISHED GRADE. _ SIDES. GUAGE, 24" LENGTH AUTHORIZED VEHICLES ONLY* R4-3 (30"x36"): MODIFIED TO o 2 SEE NOTE 5 DISABLED AN ADDITIONAL SIGN SHALL ALSO BE POSTED, IN A in c51 READ AUTHORIZED VEHICLES GRADE 5. ANCHOR SHALL HAVE 4 7/16" HOLES ONE EACH SIDE 2" FROM TOP 2" 2 CUBIC FT. CONCRETE ONLY" ACCESSIBILITY CONSPICUOUS PLACE, AT EACH ENTRANCE TO OFF STREET END. FINISH SHALL BE ZINC HOT DIPPED GALVANIZED MATERIAL VISITOR PARKING* R4-3 (30"x36"): MODIFIED TO SIGNAGE PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND TO MEET ASTM A500 GRADE B. READ "VISITOR PARKING" VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL BE SQUARE METAL POST CURB LANE LOADING ONLY* R4-3 (30"x36"): MODIFIED TO NOT LESS THAN 17 INCHES BY 22 INCHES IN SIZE WITH 6. DRIVE RIVETS TO BE TL3806 3/8" DIA. READ "CURB LANE LOADING LETTERING NOT LESS THAN 1 INCH IN HEIGHT, WHICH ONLY" CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: 7. CORNER BOLTS TO BE TLCB516M. *CONTRACTOR SHALL SUBMIT A MOCK UP OF ALL MODIFIED SIGNS TO ENGINEER FOR APPROVAL UNAUTHORIZED VEHICLES PARKED IN DESIGNATED U PRIOR TO ORDER OR PURCHASE OF SIGNS DISABLED PARKING SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PHYSICALLY DISABLED PERSONS MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT OR OR BY TELEPHONING " NTS NTS A Site Signa NTS PAINTED BLUE BACKGROUND Accessible Parking Sign 4 PAINTED WHITE LOGO INTERNATIONAL ACCESS SYMBOL PAINTED ON PAVING DISABLED ACCESSIBILITY SIGNAGE ON POST (LOCATION PER PLAN) STRIPE LINE PER PLAN SEE DETAILS ABOVE AND DETAIL 4 C51 4' MIN � WHEEL STOP 0 z SEE DETAIL 0 J A DETECTABLE WARNING PATTERN AREA p p 0 w SHALL BE YELLOW, IN COMPLIANCE WITH INTERNATIONAL ACCESS SYMBOL B WSDOT STANDARD SPEC. 8-14.3(3) PAINTED ON PAVING 0 _ SEE DETAIL ABOVE 0 O—�F 3/16"-� �C MIN MAX A 15/8" 2 3/8" B 5/8" 11/2" C 7/ 16" 3/4" D 7/8" 17/16" CROSSWALK STRIPING SEE DETAIL p8 � PER PLAN 12" 12" (TYP) (TYP) NTS Not Used--(: D � NTS Truncated Domes NTS ADA Symbol and Blockout Striping NOTES: 1. STRIPING COLOR SHALL BE "WHITE" AND PAINTED PER PROJECT SPECIFICATIONS 2. STRIPING DIMENSIONS SHALL MEET MUTC SPECIFICATION 313-18 AND FIGURE 3-14C. NTS n Crosswalk Striping a CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION THAT WAS PROVIDED BY BAYSHORE CONSTRUCTION COMPANY, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN OCTOBER 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS NTS 1 o NTS 11 Not Used Not Used A. j ti �� �,Asy, o RECORD DRAWINGS SE 11/3/25 SURVEYED: sue: HORIZONTAL: HORIZONTAL: NAD 1983/1991 AD 1 83/1 CITY OF RSD TRANSPORTATION EXPANSION DATE: 03 25 w DESIGNED:SSE/REG F� T FIELDBOOK: DRAWN: RENTON PAGE: NTS --(:9EC�s6TE��� W� k sSIUNAL DJD/AJJ CHECKED: ONE INCH AT FULL SCALE DATUM Planning/Building/Public Works Dept. DRAWING NO: PAVING DETAILS C511 NIF ot Used v�� N0. REVISION BY DATE APPR APPROVED: NOT ONE INCH SCALE ACCORDINGLY SHEET: OF: 16 OF 3 R-434316 O T C] Ln N A u 0) O O I 4 N Ir WE co O I 4 Q J i 0 uj I — to 3 v Li w Of 0 J 0 Q U a X W 0 J O+ C Y L O a c 0 C, 0 t 0 o_ N c 0 V) c c IL Q z L_ SD S ------33----- �� VV fr W W W W IW W -5th Street W _ W _ � W ---- __ _ — — W W W �— — W — D — — — (Sn l SD SD SD SD S_SD� - - —33— — — 0 __ ________33--------C z GAS AS — _------------ N V b 0o GAS GAS -----GAS ----- GAS o e GAS GAS GAS — GAS p p o p _ —34 — — — — — — — — — — — — — — — — 1 0000;D, 23 / — J 10" DEC \ / u 22— p — 10" DEC Q� %< Oco -) vo 12" DEC -� A 24 s — 10" DEC 9T 21 it SD I � I I I o 10" DEC 20 12" DEC 25 . T—I O ill � o I I o O I D , f 10" DEC O m 10" DEC 0 O oo�I DEC 26 o12"O O v Qj O VV m 1 � I 0 I; I� R --- ---- --- ------ o IB; (-- � 9 I LL I C iitt T 0 � C P P 9n O T 10" DEC � I i �o I O 9� 12" DEC 27 W � � 0 ILJ16 � - o 0" DEC ' 11.5" 17 LL �oo� I � / 3 10" DEC i _ W .O. . YRE I T #.TIDE ( / r 12"DEC I 12" EC I 0 I � 0� 0" DEC " �1.5D o � o O O — 10" DEC 15 o� I q I I 5 11 9� I I u� / 0" DEC 0 12" DEC n `I o oA 29 D O R O.W. THE - 4_0DE \ 9 0 t 10" DE l I O O /10 - q 12" DEC / O �o 6 - I 0 � e sa � 0" DEC 10" DEC I O O 0" E DC 1 � � O 13 '(D 0 9 DE I X P P -- - - —E � I W „l W + \1 ECG W Fora Landscape Architects 1430 NE 65th Street Seattle, WA 98115 t: 206-322-1732 w: fora. land 12 12" DEC 30 RIDGE — — — — — — — J RgSM�S+V ad b� s�2 0 Q \9 EXP.6j26\�� RECORD DRAWINGS REVISION /TY 1 1 /3/25 SURVEYED: DESIGNED: Ty DRAWN: IL CHECKED: AR BY I DATE APPR APPROVED: SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY TREE RETENTION SCHEDULE (SYMBOLS SHOWN AT 1"=20'-0" SCALE> SYMBOL DESCRIPTION QTY EXISTING TREES 30" DEC EXISTING DECIDUOUS TREE TO REMAIN 20 `\ (TREE SIZES HAVE NOT BEEN VERIFIED BY ARBORIST REPORT.) EXISTING TREES TO REMAIN SUBTOTAL 20 8" DEC EXISTING SIGNIFICANT DECIDUOUS TREE TO BE REMOVED 10 X (TREE SIZES HAVE NOT BEEN VERIFIED BY ARBORIST REPORT.) SIGNIFICANT TREES TO BE REMOVED SUBTOTAL 10 TREE PROTECTION FENCING, SEE CIVIL FOR STANDARD DETAIL. TREE RETENTION CALCULATIONS AS PER THE CITY OF RENTON TREE RETENTION REQUIREMENT (RMC 4-4-130.H), THE PERCENTAGE OF TREES TO BE RETAINED IS AT LEAST 30% OF THE SIGNIFICANT TREES IN CA ZONES. TOTAL # SIGNIFICANT TREES (OVER 6" DIAMETER, OR ALDER /COTTONWOOD AT LEAST 8" DIA.): 30 REQUIRED # TO BE RETAINED (30 * 0.3): (8.4) 9 TOTAL # SIGNIFICANT TREES PROPOSED TO BE RETAINED: 20 PERCENTAGE OF TREES TO REMAIN (20 / 30): (0.72) 67% Nt C) T T C) N LJ �, TREE DENSITY CALCULATIONS � AS PER THE CITY OF RENTON TREE DENSITY REQUIREMENT (RMC 4-4-130.H.1), THE REQUIRED C:) MINIMUM TREE DENSITY IS 2 SIGNIFICANT TREES PER 5,000 SF AND A MINIMUM RATE 30 CREDITS PER C) NET ACRE. C) O PROJECT SITE: 64,627 SF OR 1.48 ACRES PROJECT TREE DENSITY REQUIRED (64,627 / 5,000): (12.93) 13 TREES CV PROJECT TREE DENSITY PROVIDED (18 EX. SIGNIF. TREES TO REMAIN + 23 NEW TREES): 41 TREES PROJECT TREE CREDITS REQUIRED (0.84 * 30): 45 TREE CREDITS PROJECT TREE CREDITS PROVIDED (SEE TREE CREDIT WORKSHEET): 63 CREDITS TREE RETENTION NOTES 1. ALL TREE RETENTION, PROTECTION AND CLEARING ACTIVITIES SHALL BE IN ACCORDANCE WITH RENTON MUNICIPAL CODE (RMC) 4-4-130 TREE RETENTION AND LAND CLEARING REGULATIONS. 2. PRIOR TO DEVELOPMENT ACTIVITIES, THE CONTRACTOR SHALL PROVIDE TREE PROTECTION MEASURES IN ACCORDANCE WITH RMC 4 4 130H FOR ALL EXISTING TREES SHOWN TO BE SAVED. 3. PROVIDE TREE PROTECTION FENCING PER DETAIL "1" ON SHEET LO.01. ONLY REMOVE FENCING TO INSTALL NECESSAEY WORK SHOWN ON PLANS WITHIN THIS AREA AND NOTIFY LANDSCAPE ARCHITECT PRIOR TO ADJUSTING FENCING. 4. NOTIFY LANDSCAPE ARCHITECT PRIOR TO EXCAVATING FOR SPECIFIED IMPORT TOPSOIL AND MULCH WITHIN THIS AREA. REDUCE EXTENTS OF EXCAVATION IF DIRECTED BYT LANDSCAPE ARCHITECT IN FEILD TO ACCOMMODATE EXISTING TREE ROOTS. HAND DIGGING ONLY WITHIN THIS ZONE. N SCALE: 1 "=21I 0' 10' 20' 40' 80' VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 C T Y OF tv RENTON DATU M Planning/Building/Public Works Dept. 5th Street I I c�i �/i,l 00 0l o PROPOSED SITE o o IMPROVEMENTS T un �I°� SITE KEY MAP — NOT TO SCALE IN COMPLIANCE WITH CITY OF RENTON STANDARDS RSD TRANSPORTATION EXPANSION TREE RETENTION PLAN DATE: /3/25 FIELDBOOK: PAGE: DRAWING NO: L0.00 SHEET: OF: 17 OF 30 C:) C:) I CV Q J R-434317 13, 3 w w Of 0 0 Q U a x w 0+ c 0 a c 0 C, 0 t 0 a N C O F R-434318 O T T C) 'C) u J N A, u O O O O N rr lei CM O O O N Q J 0 V) a X W c 0 a c 0 r y� 0 O a 0 c 0 F c 0 r C m a R-434319 O T T O O L J CV A, u O� O O O O N rr n Cfl C'7 O O O N Q J PLANT SCHEDULE SIZE CONDITION / REMARKS PRUNE TREES ONLY AS DIRECTED IN FIELD CROWN SHOULD BE VISIBLE. BY LANDSCAPE ARCHITECT. PLANT SHRUBS AT SAME GRADE AS NURSERY. C') SYMBOL BOTANICAL / COMMON NAME DECIDUOUS TREES C:) , + ACER PLATANOIDES EMERALD QUEEN '/ EMERALD QUEEN NORWAY MAPLE MIN. 2" CAL., 10'-12' MIN. HT. MATCHED, B&B., WELL BRANCHED ABOVE 6'HT. 0 W H ACER PLATANOIDES'COLUMNARE' / COLUMNAR NORWAY MAPLE MIN. 2" CAL., 10'-12' MIN. HT. MATCHED, B&B., WELL BRANCHED ABOVE 6'HT. • ACER RUBRUM 'OCTOBER GLORY' / OCTOBER GLORY MAPLE MIN. 2" CAL., 10'-12' MIN. HT. MATCHED, B&B., WELL BRANCHED ABOVE 6-HT. PARROTIA PERSICA (MULTI -STEM) / PERSIAN PARROTIA MIN. 2" CAL., 10'-12' MIN. HT. MATCHED, B&B., WELL BRANCHED ABOVE 6'HT. • ZELKOVA SERRATA'JFS-KW1' TM / CITY SPRITE ZELKOVA MIN. 2" CAL., 10'-12' MIN. HT. MATCHED, B&B., WELL BRANCHED ABOVE 6'HT. EVERGREEN TREES O PSEUDOTSUGA MENZIESII GRACEFUL GRACE '/ GRACEFUL GRACE DOUGLAS FIR MIN. 8'-10' HT. SYMBOL BOTANICAL / COMMON NAME SIZE SHRUBS 0 BUXUS X 'GREEN ICE '/ GREEN ICE BOXWOOD © CALLUNA VULGARIS SPRING TORCH '/ SCOTCH HEATHER CORNUS STOLONIFERA 'KELSEYI' / KELSEY DOGWOOD O ERICA CARNEA 'RUBINTEPPICH' / RUBINTEPPICH WINTER HEATH ® FOTHERGILLA GARDENII / DWARF FOTHERGILLA ® HYDRANGEA QUERCIFOLIA'PEE WEE' / OAKLEAF HYDRANGEA OO ILEX CRENATA SOFT TOUCH '/ SOFT TOUCH JAPANESE HOLLY 0 NANDINA DOMESTICA GULF STREAM' / GULF STREAM HEAVENLY BAMBOO O PHYSOCARPUS CAPITATUS / PACIFIC NINEBARK 0 PIERIS JAPONICA'CAVATINE' / DWARF LILLY-OF-THE-VALLEY SHRUB 0 PINUS MUGO 'ALLEN' / ALLEN DWARF MOUNTAIN PINE 0 SYMPHORICARPOS ALBUS / COMMON WHITE SNOWBERRY Q VIBURNUM DAVIDII / DAVID VIBURNUM ACCENTS © LIRIOPE MUSCARI ROYAL PURPLE '/ ROYAL PURPLE LILYTURF GRASSES AND SEDGES CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' / FEATHER REED GRASS HELICTOTRICHON SEMPERVIRENS / BLUE OAT GRASS GROUND COVER AREAS MAHONIA REPENS / CREEPING MAHONIA fora FULL AND BUSHY TO BASE, B&B OR CONT. CONDITION/REMARKS MIN. 2 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN MIN. 1 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN MIN. 5 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN MIN. 1 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN MIN. 5 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN MIN. 5 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN MIN. 2 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN MIN. 5 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN MIN. 5 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN MIN. 18"-24" HT./SPD. FULL & BUSHY, SPACING AS SHOWN ON PLAN MIN. 5 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN MIN. 5 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN MIN. 5 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN MIN. 1 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN MIN. 2 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN MIN. 2 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN is LD MIN. TWICE ROOTBALL DIA. SHRUB PLANTING SPORTWORKS TOFINO NO SCRATCH BIKE RACK. STAINLESS STEEL WITH BEAD BLAST FINISH AND SANTOPRENE BIKE PROTECTION BUMPERS SURFACE MOUNT PER MFR'S INSTRUCTIONS, NO SPECIALTY HARDWARE EXISTING CONC. FINISH GRADE NOTES: 1. INSTALL BIKE RA( PLUMB AND LEVE 2. ON SIDES OF BIK RACK PROVIDE M 24" CLEARANCE FROM WALLS ANC EDGES OF PAVEM TO CENTER LINE yr RACK. 3. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. (;'I BIKE RACK IWE FINISH GRADE MAINTAIN OR CREATE A SPECIFIED MULCH TERMINAL BUD ON A CENTRAL LEADER B&B OR CONTAINER, SEE REMOVE OR CUT PLANTING SCHEDULE & NOTES BACK CODOMINANT BELOW AND POTENTIALLY BALL &BURLAP: t- CODOMINANT REMOVE & DISPOSE TOP HALF OF = LEADERS BURLAP. IF BURLAP IS SYNTHETIC w REMOVE & DISPOSE ALL BURLAP. = REMOVE REMOVE WIRE CAGE COMPLETELY CROSSOVER CONTAINER: 0o BRANCHES SCARIFY ANY MATTED ROOT SYSTEMS AND LOOSEN SOIL o z THIN TIGHTLY AROUND CONTAINER uj SPACED w BRANCHES SPECIFIED IMPORT TOPSOIL J ELIMINATE LOWER BACKFILL PLANTING PIT WITH 50% w Ld CROWN BRANCHES IMPORT TOPSOIL BLENDED WITH TO SPECIFIED o 50% NATIVE SOIL. CLEAR TRUNK I BREAK UP SIDES AND BOTTOM DIMENSION In OF PLANTING PIT ROOTBALL TO BE APPROPRIATELY UNDISTURBED NATIVE SOIL OR SIZED IN RELATION COMPACTED PLANTING BACKFILL TO CROWN OF BENEATH ROOTBALL TO TREE ELIMINATE SETTLEMENT OR SHIFTING. SPECIFIED FERTILIZER TABLETS IF REQUIRED BY = P-RS-07 SOILS TEST 04 :� � _� � �t� MIN. 1 GAL. CONTAINER 12" O.C. TRIANG. SPAC., START FIRST ROW 8" FROM EDGE, FULL & BUSHY \, %J J 1" = 1'-0" P-RS-69 Fora Landscape Architects 1430 NE 65th Street Seattle, WA 98115 t: 206-322-1732 w: fora.land PLANTING NOTES 1. SUBMIT COLOR PHOTOS REPRESENTATIVE OF PROPOSED NURSERY STOCK FOR EACH PLANT SPECIES AND VARIETY LISTED IN LANDSCAPE SCHEDULE. FINAL APPROVAL OF PLANT MATERIAL WILL NOT BE PROVIDED UNTIL DELIVERY AND REVIEW ON SITE. 2. CONTAINERIZED TREES ARE STRONGLY DISCOURAGED. TREES WITH LARGE CIRCLING ROOTS OR T00 DEEP ROOT SYSTEMS WILL BE REJECTED. 3. ALL ROOT PACKAGES MUST BE FREE OF ANY WEEDS. 4. TREE STAKING REQUIREMENTS WILL BE DETERMINED BY LANDSCAPE ARCHITECT AT THE TIME OF PLANTING. PROPERLY PROPORTIONED AND PLANTED TREES WITH HEALTHY ROOT PACKAGES MAY NOT REQUIRE STAKING. 5. ALL TREE STAKES MUST BE REMOVED BY THE CONTRACTOR BY THE END OF THE FIRST FULL GROWING SEASON. 6. AT THE DIRECTION OF THE LANDSCAPE ARCHITECT, PRUNING MAY BE REQUIRED TO REMOVE DAMAGED, CROSSING, MISSHAPEN OR LOW BRANCHING LIMBS. TREES SHOULD NOT REQUIRE SIGNIFICANT PRUNING TO CORRECT HEALTH OR AESTHETIC DEFICIENCIES. 7. INSTALL 3" DEPTH SPECIFIED MULCH IN ALL NEW LANDSCAPE AREAS. 8. INSTALL 8" DEPTH SPECIFIED TOPSOIL IN ALL NEW LANDSCAPE AREAS. 9. ALL NEW LANDSCAPE AREAS WOLL BE WATERED WITH AN AUTOMATIC WATER CONSERVING IRRIGATION SYSTEM. 10. REFER TO CIVIL DEMOLITION DRAWINGS AND SPECIFICATIONS FOR REMOVAL REQUIREMENTS AND PROTECTION FENCING AROUND EXISTING VEGETATION. 11. REFER TO TREE PRESERVATION PLANS FOR SCHEDULE OF EXISTING TREES TO BE SAVED OR REMOVED. 12. REFER TO CIVIL PLANS FOR NEW UTILITY WORK. CONTRACTOR RESPONSIBLE FOR PATCH AND REPAIR OF ALL EXISTING LANDSCAPE AREAS DISTURBED BY CONSTRUCTION WORK UNDER THIS CONTRACT. 13. REFER TO PLANTING AND SEEDING SPECIFICATION FOR ADDITIONAL REQUIREMENTS, INCLUDING EXTENDED MAINTENANCE REQUIREMENTS. RECORD DRAWINGS IL/TY 1 1 /3/25 SURVEYED: SCALE: VERTICAL: NAVD 1988 1 " =20' HORIZONTAL: NAD 1983/1991 DESIGNED: Ty DRAWN: IL ONE INCH DATUM CHECKED: AT FULL SCALE AR IF NOT ONE INCH REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY MIN. TWICE ROOIUALL DIA. DECIDUOUS TREE PLANTING 3/8" = V-0" BROADLEAF TREE SOFT POLYPROPYLENE MATERIAL, 3/4" WIDE, MIN. 900 LB. BREAK Nt STRENGTH. ARBORTIE OR APPROVED C) EQUAL. NO RUBBER HOSE AND r WIRE SYSTEMS ALLOWED. ATTACH r IN FIGURE 8 PATTERN AS LOW ON Q THE TRUNK AS POSSIBLE. Q Ln (3) 3" DIAMETER LODGEPOLE PINE CV STAKES. DRIVE INTO SUBGRADE AVOIDING DAMAGE TO TRUNK OR ROOTBALL. TOPS OF STAKES TO BE 5-0" ABOVE FINISH GRADE. (MIN 8' LENGTH) TRUNK FLARE MUST BE VISIBLE, SET CROWN OF ROOTBALL 1" ABOVE ABOVE FINISHED GRADE. HOLD MULCH BACK FROM THE CROWN. SPECIFIED MULCH FINISH GRADE REMOVE & DISPOSE TOP HALF OF BURLAP FROM ROOTBALL. IF BURLAP IS SYNTHETIC, REMOVE & DISPOSE ALL BURLAP. REMOVE & DISPOSE WIRE CAGE COMPLETELY. — SPECIFIED IMPORT TOPSOIL BACKFILL TREE PIT WITH 50% IMPORT TOPSOIL BLENDED WITH O 50% NATIVE SOIL. O BREAK UP SIDES AND BOTTOM O OF TREE PIT C:) UNDISTURBED NATIVE SOIL OR COMPACTED PLANTING BACKFILL CV BENEATH ROOTBALL TO ELIMINATE SETTLEMENT OR SHIFTING P-RS-03 CONIFEROUS TREE ARBORTIE SOFT POLYPROPYLENE MATERIAL, 3/4" WIDE, MIN. 900 LB. BREAK STRENGTH. NO RUBBER HOSE AND WIRE SYSTEMS ALLOWED. ATTACH IN FIGURE 8 PATTERN AS LOW ON THE TRUNK AS POSSIBLE. FASTEN TO STAKES WITH 1" LENGTH ROOFING NAIL. (3) 2" ROUND LODGEPOLE PINE TREE STAKES INTO SUBGRADE (MIN. 8' LENGTH) TRUNK FLARE MUST BE VISIBLE, SET CROWN FOR ROOTBALL 1" ABOVE ABOVE FINISHED GRADE. HOLD MULCH BACK FROM THE CROWN. REMOVE & DISPOSE TOP HALF OF BURLAP FROM ROOTBALL. IF BURLAP IS SYNTHETIC, REMOVE & DISPOSE ALL BURLAP. REMOVE & DISPOSE WIRE CAGE COMPLETELY. BACKFILL TREE PIT WITH 50% IMPORT TOPSOIL BLENDED WITH 50% NATIVE SOIL. SPECIFIED MULCH FINISH GRADE SPECIFIED IMPORT TOPSOIL SPECIFIED FERTILIZER TABLETS IF REQUIRED BY SOILS TEST UNDISTURBED NATIVE SOIL OR COMPACTED PLANTING BACKFILL BENEATH ROOT BALL TO ELIMINATE �- SETTLEMENT OR SHIFTING MIN. TWICE BREAK UP SIDES AND BOTTOM OF TREE PIT ROOTBALL DIA. CONIFEROUS TREE PLANTING 3/8" = V-0" P-RS-01 Admibll,MY OF tvRENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS RSD TRANSPORTATION EXPANSION PLANTING SCHEDULE & DETAILS DATE: /3/2 5 FlELDBOOK: PAGE: DRAWING NO: L1.01 SHEET: OF: 20 OF 30 co rI C'D CD CD CD i Q J R-434320 It W fln["T n AM STRE1 STRE BAI` LINE COF FIN HO FOOTING FIN M NOTES: 1. SEE SPECIFICATION SECTION 323113 FOR ADDITIONAL INFORMATION ON POSTS, RAILS, FOOTING AND OTHER COMPONENTS. 2. POST SPACING 10'-0" MAX. 3. ALL MESH OPENING TO BE 2" OR OTHERWISE NOTED ON PLAN. 4. PROVIDE CONTROL OR EXPANSION JOINT CENTERED ON EACH POST. 5. END/CORNER POST FOOTINGS: 12" HOLE DIAMETER, 48" DEEP, 42" POST EMBEDMENT. 6. LINE POST FOOTINGS: 12" HOLE DIAMETER, 42" DEEP, 36" POST EMBEDMENT. 8' HT. CHAIN LINK FENCE 1/2" = 1'-0" z w o o CUSTOM GALV. 1 /4" CUSTOM GALV. 1/4" METAL Q ~ N �z METAL PLATE _ 1 6 3 ARMREST, 3" WIDE - SEE w Q BRACKET TO ATTACH PROFILE AND PLAN VIEWS L1.02 0 uj Of o :2 WOOD TO CONCRETE. I-_ > o 7O.C. 1 /2" GALV. THREADED ROD z z Z _ _ �f'�,, WITH 1/4" SPACERS 2'-0" U) Q Ld(_ J _ _¢Ell = v o 2" x 4" PLASTIC DIMENSIONAL z Lu ¢ z Lu LUMBER CAP, SEE SITE PLAN o0 �� o CIP CONC. 3000 PSI a°Io . a FOR LOCATIONS, SEE SPECS. i { EDGES AS SHOWN ON SMOOTH SACKED FINISH, TYPICAL SEE PROFILE AND PLAN VIEWS EXPANSION JOINT, TYPICAL, WHERE ADJACENT TO CONCRETE PAVING #4 BARS VERT. AT 18" O.C. _OW P-RS-10 NOTES: 1. AMERISTAR MONTAGE 'MAJESTIC II' WITH SMOOTH TOP RAIL. COLOR BLACK. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 2. ALL METAL COMPONENTS TO BE POWDER -COATED BLACK. 8'-0" O.C. TYP. FOOTING INSTALLATION PER MANUFACTURER'S INSTRUCTION 15/16" x 1-1/4" MONTAGE RAIL FENCE UPRIGHT 1-1/4" SQ. X 16 GAUGE, 5/8" SO. X 18 GAUGE PICKETS; 4" PICKET SPACING, OR AS RECOMMENDED BY MANUFACTURER, WHICHEVER IS GREATER FINISH GRADE 8' HT ORNAMENTAL FENCE 1/2" = 1'-0" P-RS-02 �o ra (4) #4 BARS HORIZ. - CONTINUOUS #4 BAR AT 18" O.C. - C SECTION o PROFILE AND FINISHES FINISH GRADE, CONDITIONS e '.` AS SHOWN ON PLANS e C . '° a a. I e ° (3) #4 BARS CONTINUOUS EACH SIDE00 - -� III III IIII - Ad 111HII111 1! COMPACT SUBGRADE TO 95% STEEL HANDREST, TYP. 2" X 4" PLASTIC 1/2" GALV. THREADED 3 CUSTOM GALV. 1 4" DIMENSIONAL LUMBER CAP, ROD WITH 1/4 SPACERS L1.02 METAL PLATE BRACKET REFER TO PLANS FOR TO ATTACH WOOD TO LOCATION, REFER TO SPECS SKATE DETERRANT, CONCRETE. FOR LUMBER PRODUCTS SEE SPECS. COUNTERSINK BOLTS, ROD AND WASHERS 1' 2', TYP. AT EXPOSED ENDS v e. e .10 M df;e, .10 f 1 °4 Iv ; I �' •' �`I ef. p :'ef1 •e. .I :e,. :e.i d d .I• v' a -' e e o Iv 77 a I I. I; l a le. °fie e f- I e e. r;e d f I ! 'I �r. e p 4 :. :A,., .Ie � - d•a j .v I' I. a-e .I- • � f �► 4� f I I vI- sae v • . � e • 1 f a . •I v -e- v •• 4e q' �r• I !• ! : e �--- A +-I�f -- 4e e v.- I ! ��I III III I PROFILE v 1'-6„ TYP. !� SACKED FINISH, TYP. `� CONCRETE WALL, TYP. VERTICAL EXPANSION SIDE ELEVATION JOINT, TYP. 0 5 CONCRETE SEATWALL WITH CAP 3/4" = 1'-0" CLOSER, SEE NOTES BLACK POWDER COATED SEE PLAN 48"H x 24"W AMERISTAR 315/16" PERFORATED ALUMINUM MAX. r� PROTECTIVE GAURD PLATE NOTES: 1. ALL WALLS TO COMPLETED WITH FINISH: SACKED FINISH EDGES: 1/4" RADIUS, FRONT BACK AND SIDES. 2. TOP OF WALL ELEVATION TO REMAIN CONSTANT. DO NOT SLOPE TOP OF WALL WITH GRADE. 3. AFTER FIRST WALL SECTION IS POURED, COORDINATE WITH ARCHITECT, LANDSCAPE ARCHITECT AND CIVIL ENGINEER REVIEW ON SITE PRIOR TO INSTALLING ADDITIONAL SEAT WALLS. P-RS-05 3" SQUARE LINTEL POSTS PER MANUFACTURER'S RECOMMENDATIONS 1" SQUARE PICKET LOCKING KNOB/PULL, SEE NOTES AND SEE PLAN HINGE POST ELECTRICAL FOR ADDITIONAL REQUIREMENTS. HINGE POST +-7r- 3" CLR. MAX ACCESS CONTROLS PER ELECTRICAL STRETCHER BAR (TYP. Sc FULCRUM STYLE 4 SIDES) � MALLEABLE LOCKABLE GATE FORK LATCH TRUSS RODS W/ 0 INDUSTRIAL FOR HEAVY DUTY TURNBUCKLES, HINGE PADLOCK SEE SPECS 01 V PROVIDE FIRE i DROP ROD, DEPARTMENT ASSEMBL00 Y KNOX BOX, FIELD LOCATE PER FIRE i INSPECTOR J CHAIN LINK FABRIC AND TIES FINISH GRADE a CO d. , I Iof- a U O ALL JOINTS WELDED . 13/4» i� TO MAKE SOLID FRAME N FINISH GRADE FOOTING BOTTOM 12" DIA. CONC. CENTER HOLD TOP OF E" V i--% i ivi INSTALLATION PER BLACK POWDER COATED 48"H x STOP WITH PVC SLEEVE FOOTING 6" BELOW N 5/8" HOLE IN PLATE TO ACCEPT THREADED ROD 1/4" GALVANIZEI METAL PLAT L , u 3/8" EXPANSION BOLTS WOOD CAP d d a ICI d 41 1 a d a 1_q. IF u a =u a , 5/8" HOLE IN 1/4" , 4" MIN.A. - GALV. METAL PLATE ELEVATION 1/4" CUT WASHER SPACERS BETWEEN EACH 2x4 CV COUNTERSINK NUTS AND WASHERS AT O END CONDITION. NO 41E5 4 O EXPOSED SHARP ' EDGES OF THREADED ROD a • ;�: CONTINUOUS d WELD, ALL 1/2" HOLES IN 4 w . SIDES 1/4" GALV. METAL 2„ PLATE TO ACCEPT 3/8" ANCHOR 3y2" MIN. BOLTS SECTION ATTACHMENT BRACKET 3" = 1'-0" MANUFACTURER RAIL INSERT. PROVIDE A SIMILAR FINISH GRADE TYP. REQUIREMENTS 2" SQUARE 24"W AMERISTAR PERFORATED STOP FOR EACH GATE ARM LEAF FRAME ALUMINUM PROTECTIVE GAURD FOOTING, SIZE PLATE TO HOLD IN OPEN POSITION (4 SIDES) NOTED BELOW NOTES: 1. PROVIDE SHOP DRAWINGS OF ALL GATES FOR APPROVAL. NOTES: 2. GATE HARDWARE AND ACCESS CONTROLS SHALL UTILIZE THE FOLLOWING DISTRICT STANDARD PRODUCTS: 1. SEE SPECIFICATION SECTION 323113 FOR ADDITIONAL INFORMATION ON POSTS, FOOTING AND OTHER COMPONENTS. 2.1. RIM EXIT DEVICE PE8804 LESS PULL US32D SARGENT 2. ALL GATES TO BE INSTALLED PLUMB AND SECURE FOR FULL OPENING WITHOUT INTERFERENCES. 2.2. PULL HANDLE 1097HA 630 TRIMCO 3. ATTACH HARDWARE BY MEANS WHICH WILL PREVENT UNAUTHORIZED REMOVAL. 2.3. LOCK CYLINDER 100403HT 26 MEDCO (KEYED TO DISTRICT SYSTEM) 4. TACK WELD ALL GATE HARDWARE AFTER ADJUSTMENT. 2.4. DOOR CLOSER 351 EN SARGENT 5. ADJUST HARDWARE FOR SMOOTH OPERATION. 2.5. COMPATIBLE ELECTRIC STRIKE 9600-630 H.E.S. 6. PROVIDE CANE BOLT AND RECEPTACLE IN PAVEMENT TO SECURE EACH SIDE IN FULLY OPEN POSITION. 3. PROVIDE ADDITIONAL HARDWARE AND ACCESS CONTROL COMPONENTS AS NEEDED TO ACCOMODATE DISTRICT STANDARI)SALL MESH OPENING TO BE 2". AND ACCESS CONTROLS SHOWN ON ELECTRICAL DRAWINGS AND INSTALL A COMPLETE AND FULLY FUNCTIONAL SYSTEM3. PROVIDE FIRE DEPARTMENT KNOX BOX. FIELD LOCATE PER FIRE INSPECTOR. COMPATIBLE WITH CARD READER AND SPECIFIED LOCK CORES. SUBMIT ALL COMPONENTS FOR APPROVAL. 9. GATE POST FOOTINGS: 12" HOLE DIAMETER, 48" DEEP, 48" POST EMBEDMENT. 4. ALL HARDWARE AND ACCESS CONTROL COMPONENTS SHALL BE RATED FOR EXTERIOR USE. 5. SEE SPECIFICATIONS FOR ADDITIONAL ORNAMENTAL FENCING REQUIREMENTS. ORNAMENTAL GATE WITH PANIC HARDWARE DOUBLE SWING CHAIN LINK GATE Fora Landscape Architects 1430 NE 65th Street Seattle, WA 98115 t: 206-322-1732 w: fora.land 1/2" = 1 ' -0" P-RS-67 RECORD DRAWINGS REVISION 1/2" = 1 ' -0" /TY 1 1 /3/25 SURVEYED: 1 DESIGNED: Ty DRAWN: IL CHECKED: AR BY DATE AP P R APPROVED: SCALE: 1 =20 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M P-RS-65 CM SEE PLAN N OTE: 1. FOOTINGS PER MANUFACTURER'S RECOMMENDATION 2. PROVIDE HOLD OPEN LATCH FOR ALL DOUBLE GATES ADJACENT TO BUILDING. 3. PROVIDE SHOP DRAWINGS OF ALL GATES FOR APPROVAL. 4. FIELD VERIFY DEPTH TO TOP OF FOOTINGS AT WALLS AND COLUMNS. 5. SEE SPECIFICATIONS FOR ADDITIONAL ORNAMENTAL FENCING REQUIREMENTS. �� ORNAMENTAL DOUBLE SWING GATE • MY 0E RENTON Planning/Building/Public Works Dept. 1/2" = 1'-0" O O O N Q SQUARE J POST PER MFR. (2X) "SQUARE 'ICKETS )LT KEEPER )UARE FRAME DES) >M RAIL P-RS-68 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RSD TRANSPORTATION EXPANSION SITE DETAILS DATE: 111312 FlELDBOOK: 5 PAGE: DRAWING NO: L1.02 SHEET: OF: 21 OF 30 R-434321 I III 33--- P r� Z IRRIGATION SCHEDULE Nt O i 0 W I— I I I I ;I I PROVIDE NEW IRRITROL RAINMASTER 24 STATION CONTROLLER IN THIS APPROXIMATE LOCATION TO MATCH EXISTING. WIRE ALL EXISTING AND NEW CONTROL VALVES TO CONTROLLER. PROVIDE CONNECTIONS TO FLOW SENSOR AND ICENTRAL CONTROL KIT AS NEEDED TO MATCH EXISTING CONTROLLER CAPABILITIES / / / / / TIE IN TO EXISTING LATERAL IN THIS APPROXIMATE LOCATION k r�� L J I SS__ _ RIDGE _ �J LOCATE ALL MAINLINE, HEADS, VALVES AND LATERALS IN PLANTING BEDS UNLESS SLEEVING IS SHOWN, TYP. PROVIDE NEW 2" CONDUIT TO EXISTING CONTROLLER LOCATION FOR NEW CONTROL WIRING AS NEEDED. RESTORE ANY DISTURBANCE TO ASPHALT, CONCRETE, IRRIGATION, TOPSOIL, MULCH AND PLANTING AS NEEDED TO MATCH EXISTING REVISION CONNECT NEW MAINLINE TO EXISTING MAINLINE IN THIS APPROX. LOCATION, WITH ISOLATION VALVE AND WIRE SPLICES (# AS REQUIRED) WITHIN VALVE BOX RESTORE HEADS, LATERALS, MAINLINE, VALVES, AND CONTROL WIRING IN THIS BED AS NEEDED TO MATCH EXISTING WHERE IMPACTED BY CONSTRUCTION ACTIVITIES. SEE EXISTING IRRIGATION PLANS FOR REFERENCE. 1 1/ 3/ 2 5 SURVEYED: DESIGNED: n DRAWN: L CHECKED: AR DATE APPR APPROVED: SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY TORO 570Z-06P-PR ADJ SERIES ® 10 12 15 17 SHRUB SPRAY, 61N. POP-UP, WITH BUILT IN -RISER 87 8 10 12 15 17 PRESSURE REGULATOR. ALSO INCLUDES THE ZERO FLUSH WIPER SEAL. 1/21N. FEMALE -THREADED INLET. s 99 TORO 570Z-06P-PR STRIP SERIES R 4EEST a 4SST " 9SST SHRUB SPRAY, 61N. POP-UP, WITH BUILT IN -RISER 50 2SST 4CST 4S-SST PRESSURE REGULATOR. ALSO INCLUDES THE ZERO FLUSH WIPER SEAL. 1/21N. FEMALE -THREADED INLET. TORO 570S-FB-PC ® ❑o ❑ PRESSURE -COMPENSATING FLOOD BUBBLER NOZZLE ON 1 25 50 10 20 570S FIXED RISER. 0.25 GPM, 0.5 GPM, 1.0 GPM, AND 2.0 GPM. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY WEATHERMATIC MAX-DW-XPR PLASTIC REMOTE CONTROL VALVE WITH PRESSURE 3 REGULATOR, 11N., 1-1/21N., 21N. SIZE AS NOTED. RAIN BIRD 5-RC 0 11N. BRASS QUICK -COUPLING VALVE, WITH 1 CORROSION -RESISTANT STAINLESS STEEL SPRING, THERMOPLASTIC RUBBER COVER, AND 1-PIECE BODY. w NIBCO T-580-S6-R-66-LL 4 STAINLESS STEEL BALL VALVE SHUT OFF VALVE IRRIGATION LATERAL LINE: PVC SCHEDULE 40 SEE PLAN FOR SIZE. UNLABELED SECTIONS SHALL MATCH 1,445 LF THE SIZE NOTED OF THE ADJACENT UPSTREAM PIPE. MINIMUM PIPE SIZE AT END OF LATERAL RUNS SHALL BE 3/4". IRRIGATION MAINLINE: PVC SCHEDULE 40 SEE PLAN FOR SIZE. MINIMUM 2" UNLESS NOTED 441.1 LF OTHERWISE. SEE SPECIFICATIONS FOR MINIMUM BURIAL DEPTH. PIPE SLEEVE: PVC SCHEDULE 40 SEE PLAN FOR SIZE. 4" DIAMETER UNLESS OTHERWISE 125.3 LF INDICATED ON PLAN. TO BE INSTALLED BY LANDSCAPE CONTRACTOR AT DEPTHS SPECIFIED. Valve Callout Valve Number Valve Flow " Valve Size N SCALE: 1 "=20'-0" 0' 10' 20' 40' 80' fora SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 AdE DATUM Fora Landscape Architects 1430 NE 65th Street Seattle, WA 98115 t: 206-322-1732 VV: fora. land ��MJ R q SMG PVC del �� SSRZ Z 0 0 ti \9 EXP.6j26\�o\ A00%kCITY OF RENTON V439• Planning/Building/Public Works Dept. PSI DETAIL 30 1/L2.01 30 1 /L2.01 30 1 /L2.01 DETAIL 3/L2.01 4/L2.01 2/L2.01 2/L2.01 2/L2.01 _ III rl, An., -- ra�, �fib ..:JM,; P it I� EXISTING CONTROLLER IN MECH/ELEC ROOM L I ° ° EXISTING I' METER, DCVA !' III ii o AND POINT OF o ° CONNECTION SITE KEY MAP — NOT TO SCALE IN COMPLIANCE WITH CITY OF RENTON STANDARDS RSD TRANSPORTATION EXPANSION IRRIGATION PLAN & SCHEDULE 11/3/25 FIELDBOOK: PAGE: DRAWING NO: L2.00 SHEET: OF: 22 OF 30 NT O T T O O N X1 u O O O O N II - ,A` 1M c / O O O N Q J R-434322 I SET HEADS PLUMB - EXCEPT DOENOTGRADES ALLOW -III- USE BOTTOM INLET ONLY PVC RISER, SAME SIZE AS INLET PVC LATERAL BURIAL DEPTH PER SPECIFICATIONS NOTES: 1. TEMPORARILY CAP RISERS FOR PRESSURE TESTING. 2. SEAL ALL JOINTS W/ TEFLON TAPE ON MALE THREADS ELEVATION VIEW ONLY. 3. DO NOT OVERTIGHTEN GALV. TO PVC JOINTS. 4. ALL THREADED PVC PIPE SHALL BE SCH. 80, ALL PVC FITTINGS SHALL BE SCH. 40. 5. NO CLOSE NIPPLES PERMITTED. 6. ALL FITTINGS AND PIPE SAME DIA. AS IPS FEMALE CONNECTION OF SPRINKLER HEAD OR Q.C. 7. INSTALL SO PIPING WILL NOT CONTACT LATERAL. 8. ADJUST SPRAY RADIUS AS REQUIRED. MI AN I iI F_\A/ IRRIGATION HEAD 3" = 1 '-0„ SPECIFIED RECTANGULAR VALVE BOX, INSTALL TOP OF LID FLUSH WITH FINISH GRADE SPECIFIED AUTOMATIC CONTROL VALVE, INSTALL PRESSURE REGULATING DIAL IF SHOWN ON LEGEND I PVC UNION 24" SPARE WIRE COIL, SEE SPECS FOR QUANTITY PVC BALL VALVE, COMMERCIAL GRADE P IA(( � CLR. " PVC UNION J 7ZE PROVIDE CORRECT S NIPPLE SO THAT LATERAL LINE COMES RIGHT OUT OF THE BOX WITHOUT USING 90 DEC. ELLS OR 45 DEG. ELL. MAINLINE, SIZE PER PLAN CONTROL AND SPARE WIRES, TAPE TO BOTTOM OF MAINLINE ELEVATION VIEW NOTE: PROVIDE VALVE BOX EXTENSIONS AS REQUIRED. SHRUB OR LAWN HEAD, TOP FLUSH W/ FINISH GRADE. ADJUST TO ACCOUNT FOR SETTLING OF TOPSOIL OR MULCH FINISH GRADE (2) TH x TH SCH. 40 ELLS W/ 2" x 3/4" SCH. 80 NIPPLE OR (2) MARLEX STREET ELLS W/O NIPPLE 12" x 3/4" SCH. 80 NIPPLE SCH. 40 TH x TH ELL, OR MARLEX STREET ELL PVC TEE OR ELL, BUSHING AS REQUIRED ACCEPTABLE 3/4" PRE -FABRICATED SWING JOINTS: HUNTER SJ, RAIN BIRD SA, OR APPROVED EQUAL PVC TEE OR ELL, WITH BUSHING AS REQUIRED PVC TH SCH. 80 NIPPLE, 3" LONG PVC THx TH 90° ELL PVC TH SCH. 80 NIPPLE, 8" LONG FINISH GRADE SPECIFIED SPLICE KITS 24" CONTROL WIRE COIL IN BOX 1" MIN. CLEARANCE _ BETWEEN VALVE BOX AND PIPE PVC LATERAL PIPE P-RS-14 CnW z O z = F: J QJw UQw E ,, W J H � a� W O m ww SUPPORT VALVE BOX WITH (4) BRICKS MINIMUM 2 C.F. (12" DEPTH) DRAIN ROCK SUMP IN BOTTOM OF VALVE BOX. SEE IRRIGATION SPECS FOR BACKFILL AND COMPACTION REQUIREMENTS FINISH GRADE III III I :�.:`• •.•..._..•:�::....�.�. - •... -`.•`•fit-•-� � I I I III - � ..:y .. `:.�.�--.--� LLJ 6" MIN. SECTION VIEW PVC NON -PRESSURE LATERAL LINE PIPE PVC PRESSURE MAINLINE PIPE CONTROL WIRE BUNDLE, TAPED TO MAINLINE 2" CLEAN BACKFILL UNDER ALL PIPING, SEE SPECS FOR REQUIREMENTS PVC SLEEVE, ONE PIPE ONLY PER SLEEVE, DEPTH AS SPECIFIED NOTES: 1. NO OTHER TRADES (ELECT. LIGHTING) ALLOWED TO USE SAME TRENCH AS IRRIGATION PIPE. 2. PROVIDE 24" COVER FOR DIRECT BURIAL CABLE. 3. PROVIDE PVC SCH. 40 SLEEVES FOR ALL WIRING AND PIPING UNDER PAVING. 4. NO STACKING (VERTICALLY) OF PIPES IN SAME TRENCH. PIPE TRENCHING AND BACKFILL 1 1/2" = 1'-0" FINISH GR SUPPORT EA( WITH (4; ELEVATION VIEW PLAN VIEW P-RS-20 ^�CIFIED RECTANGULAR _VE BOX, INSTALL FLUSH H FINISH GRADE CIFIED BALL VALVE MAINLINE, DTH PER SPECS. MALE ADAPTER _V. UNION PILE IVIIIJIMUM 1 C.F. (6" DEPTH) DRAIN ROCK SUMP PVC MAINLINE VALVE BOX SPECIFIED BALL VALVE NOTES: 1. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF -CENTER IN BOX. 2. INSTALL VALVE BOX EXTENSIONS AS REQUIRED FOR PROPER VALVE INSTALLATION AT MAINLINE DEPTH. IRRIGATION NOTES: Nt 1. ADJUST ALL IRRIGATION HEADS TO PROVIDE MAXIMUM COVERAGE, MINIMUM OVERSPRAY, AND NO FOGGING. SET O ALL HEADS BACK FROM CURBS, PAVING, AND WALLS. SPRINKLER HEADS SHALL BE INSTALLED WITH 6" OFFSET T FROM BACK OF PAVING OR CURB EDGES, AND 12" OFFSET WHERE CAR BUMPERS WILL OVERHANG. O 2. LOCATION OF IRRIGATION MAINLINE, LATERALS, AND SLEEVING ARE SCHEMATIC ONLY, AND SHALL OCCUR IN Lid PLANTING AREAS UNLESS SLEEVING IS SHOWN. IF SLEEVES ARE SHOWN THEY ARE TO BE STRAIGHT RUNS, TYP. N MAKE MINOR CHANGES TO COORDINATE WITH ACTUAL AS -BUILT DIMENSIONS AND CONDITIONS. U 3. VALVE BOXES SHALL BE LOCATED IN SHRUB PLANTING AREAS ONLY. LOCATE IN APPROXIMATE LOCATIONS AS SHOWN ON PLAN. 4. SEE CIVIL PLANS FOR LOCATION OF IRRIGATION STUB -OUT FROM EXISTING 1.5" METER. 5. ANTICIPATED AVAILABLE STATIC WATER PRESSURE IS +/-60 PSI AS SET BY PRESSURE REDUCING VALVE AT POINT OF CONNECTION. VERIFY EXACT PRESSURE AT POINT OF CONNECTION PRIOR TO START OF WORK. 6. THE IRRIGATION SYSTEM HAS BEEN DESIGNED WITH SEPARATE HYDROZONES ACCORDING TO THE NEEDS OF THE PLANT MATERIAL. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO PROVIDE A MINIMUM AVERAGE DISTRIBUTION UNIFORMITY OF 0.625. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO AVOID RUNOFF, LOW HEAD DRAINAGE, AND OVERSPRAY. AVOID IRRIGATION DURING TIMES OF HIGH WINDS, WHEN RAINING, OR DURING THE MIDDLE OF THE DAY. 7. LATERAL PIPE SIZE SHALL BE AS NOTED ON PLAN. UNLABELED SECTIONS SHALL MATCH THE SIZE NOTED OF THE ADJACENT UPSTREAM PIPE. MINIMUM PIPE SIZE AT END OF LATERAL RUNS SHALL BE 3/4". 8. QUANTITIES AND PIPE LENGTHS INDICATED ON THE IRRIGATION SCHEDULE ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR. IF THERE IS A DISCREPANCY BETWEEN PLAN AND SCHEDULE, THE PLAN SHALL TAKE PRECEDENT. O 9. WHERE IRRIGATION PIPING IS SHOWN ADJACENT OR UNDER EXISTING TREES, MAKE MINOR ROUTE ADJUSTMENTS I� TO AVOID TRENCHING THROUGH LARGE TREE ROOTS. REFER TO SPECIFICATION SECTION 328000 FOR FURTHER O INSTRUCTIONS. O O 10. REFER TO IRRIGATION SPECIFICATION FOR ADDITIONAL REQUIREMENTS. O N IRRIGATION NOTES FOR IMPROVEMENTS TO EXISTING: 1. CONSTRUCTION OF THE IMPROVEMENTS SHOWN ON THIS PLAN REQUIRE CONNECTIONS TO, AND PARTIAL DEMOLITION OF THE EXISTING IRRIGATION SYSTEM. UNDER THIS CONTRACT MAKE ANY REQUIRED MODIFICATIONS TO LAYOUT SHOWN TO CONFORM TO ACTUAL AS -BUILT CONDITIONS OF EXISTING SYSTEM AT NO ADDITIONAL COST. 2. PRIOR TO ANY WORK, SCHEDULE A SITE VISIT WITH THE OWNER'S REPRESENTATIVE AND GENERAL CONTRACTOR TO SURVEY THE EXISTING SYSTEM. OPERATE THE ENTIRE SYSTEM FROM CONTROLLER AND DOCUMENT ON A PLAN ANY NONFUNCTIONING ZONES OR AREAS WITHIN AND OUTSIDE THE LIMITS OF WORK. THIS WALK THROUGH WILL BE THE BASIS OF AN UNDERSTANDING BETWEEN THE GENERAL CONTRACTOR AND THE OWNER AS TO THE STATUS OF THE SYSTEM PRIOR TO THE CONSTRUCTION PROJECT. REPAIR ANY SYSTEMS DAMAGED DURING CONSTRUCTION TO RESTORE THE SYSTEM TO AT LEAST THE STANDARD REVIEWED AT THE TIME OF WALK THROUGH. PREPARE A PROPOSAL TO THE GENERAL CONTRACTOR FOR ANY ADDITIONAL WORK OUTSIDE OF THE SCOPE OF WORK SHOWN ON THESE DRAWINGS, FOR REPAIR AT THE OWNER'S OPTION. 3. PROVIDE TEMPORARY CONTINUOUS SERVICE DURING THE DURATION OF THE CONSTRUCTION PROJECT TO WATER ALL EXISTING AREAS THAT MAY BE AFFECTED DURING CONSTRUCTION. HAND WATER ANY AREAS TEMPORARILY THAT DO NOT RECEIVE WATER DURING PROJECT DURATION. 4. REMOVE ALL IRRIGATION PIPING, SLEEVING OR HEADS IN AREAS TO BE MODIFIED. EXISTING WIRING MAY BE EXTENDED PROVIDED THAT SPLICES ARE LOCATED ON THE AS -BUILT AND INSTALLED IN A VALVE BOX USING WATER TIGHT CONNECTORS AS SPECIFIED. IRRIGATION HEADS MAY BE RE -USED PROVIDED THAT THEY ARE THE SAME AS SPECIFIED FOR THE NEW WORK AND THAT THEY ARE IN PERFECT OPERATING CONDITION. IRRIGATION PIPING MAY NOT BE RE -USED. 5. DURING INSTALLATION OF THE WORK BY GENERAL OR SUBCONTRACTORS, NOTE THE LOCATION OF ANY EXISTING IRRIGATION INFRASTRUCTURE ENCOUNTERED AND CLEARLY NOTE ON NEW RECORD DRAWINGS. NOTIFY THE OWNER OF ANY DAMAGE AND REPAIR DAMAGE IMMEDIATELY. 6. THE LOCATION OF IRRIGATION MAINLINE, LATERAL, SLEEVING, AND VALVES ARE SCHEMATIC ONLY AND SHALL OCCUR IN PLANTING AREAS UNLESS SLEEVING IS SHOWN. MAKE MINOR ADJUSTMENTS AS REQUIRED TO COORDINATE WITH AS -BUILT DIMENSIONS AND CONDITIONS. 7. WHERE SLEEVING IS REQUIRED ACROSS EXISTING ASPHALT, SAW CUT AND EXCAVATE A SMOOTH, STRAIGHT EVEN TRENCH. AFTER INSTALLING THE PIPING OR WIRING, REPAIR ALL PAVING IN ACCORDANCE WITH CIVIL PLANS AND DETAILS. PROVIDE COMPACTION CONSISTENT WITH SURROUNDING AREA AND COORDINATE ALL WORK WITH GENERAL CONTRACTOR. 8. IDENTIFY WIRING RUNS FROM EXISTING CONTROLLER TO ABANDONED ZONES AND PROVIDE ONE LOCATION FOR A SPLICE BOX FOR THESE WIRES. VERIFY EXISTING CONTROLLER LOCATION PRIOR TO WORK. VERIFY EXTRA SPARE WIRES AS AVAILABLE FOR USE. 9. AFTER CONNECTION TO THE SITE MAINLINE OR LATERALS AND BEFORE PLACEMENT OF HEADS, FLUSH THE ENTIRE SYSTEM IN ACCORDANCE WITH THE SPECIFICATIONS INSURING THAT THERE ARE NO CONTAMINANTS WHATSOEVER IN THE NEW OR EXISTING PIPING. 10. AFTER INSTALLATION OF THE NEW WORK, RUN THE ENTIRE SYSTEM THROUGHOUT THE SITE FROM THE CONTROLLER TO MAKE SURE THERE IS WIRING CONTINUITY TO ALL VALVES AND SUFFICIENT FLOW TO ALL ZONES. FLAG ZONE NUMBERS PERMANENTLY ON BOTH SIDES OF ANY SPLICES IN VALVE BOX, AND AT CONTROLLER. TEST AND REPAIR OR REPLACE ANY WIRING WHICH IS SHORTED, DAMAGED, NOT FUNCTIONING WITH NEW WIRE AS SPECIFIED IN PVC SLEEVE, AT CODE REQUIRED DEPTH. IF NOT FEASIBLE, SUBMIT REQUEST TO USE DOUBLER BY TRANSITIONAL SYSTEM MFG. CO., TEL. (530) 751-2610. 11. REPAIR ANY DAMAGE TO LANDSCAPE THROUGHOUT SITE, EVEN BEYOND LIMITS OF WORK IF DAMAGE CAUSED BY CONTRACTORS OPERATIONS, INSTALLATION OR FAILURE TO ADHERE TO REQUIREMENTS NOTED ABOVE. 12. REFER TO IRRIGATION SPECIFICATION FOR ADDITIONAL REQUIREMENTS. VALVE SCHEDULE NUMBER MODEL SIZE TYPE 1A WEATHERMATIC MAX-DW-XPR 1-1/2" SHRUB SPRAY 2A WEATHERMATIC MAX-DW-XPR 1-1/2" SHRUB SPRAY 7 WEATHERMATIC MAX-DW-XPR 1-1/2" SHRUB SPRAY REMOTE CONTROL VALVE - WITH SHUT-OFF 4 ISOLATION / SHUT-OFF VALVE 1 1/2" = 1'-0" P-RS-29 1 1/2" = 1'-0" P-RS-15 OF WASH J RAs4f &s RECORD DRAWINGS IL/TY 1 1 /3/25 SURVEYED: SCALE: � ���I 1988 0 n r HOR ZON ALL: NAD NAVD198311991 coQ <�\\ � Z Z DESIGNED 1 =20 Ty Fora Landscape Architects �� • DRAWN: 1430 NE 65th Street r Seattle, WA 98115 10 dN G l� ONE INCH fora t: 206-322-1732 w: fora. land 205, �39 EXP 6126\� � CHECKED: DATU M AR AT FULL SCALE IF C G� NOT ONE INCH APPROVED: SCALE ACCORDINGLY q PE AR REVISION BY DATE APPR • C TY OF RENTON Planning/Building/Public Works Dept. GPM DESIGN PSI PRECIP 36.4 30 1.64 in/h 40.41 30 2.05 in/h 5.64 30 1.25 in/h IN COMPLIANCE WITH CITY OF RENTON STANDARDS RSD TRANSPORTATION EXPANSION IRRIGATION NOTES & DETAILS DATE: /3/25 FIELDBOOK: PAGE: DRAWING NO: L2.01 SHEET: OF: 23 OF 30 CM O O O N Q J R-434323