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HomeMy WebLinkAboutzR-4344setIN THE NW 1/4 OF SECTION 28, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. co LIN DBERGH HIGH SCHOOL 0 w FIELD IMPROVEMENTS GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR CITY OF RENTON. 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. ERRORS AND OMISSIONS ON THE PERMITTED PLANS MUST BE CORRECTED BY THE ENGINEER AND APPROVED BY THE CITY OF RENTON. 4. ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 5. PRIOR TO THE START OF CONSTRUCTION WITHIN THE RIGHT OF WAY, THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRECONSTRUCTION MEETING WITH THE CITY OF RENTON. THE OWNER, RECORD ENGINEER, CONTRACTOR AND DESIGNATED SUBCONTRACTORS SHALL BE PRESENT AT THE PRECONSTRUCTION MEETING. 6. EXISTING PAVED SURFACES INCLUDING ROADWAYS, SIDEWALKS, AND CURBS THAT ARE DAMAGED BY NEW CONSTRUCTION SHALL BE REPAIRED AS REQUIRED BY CITY OF RENTON AND THEIR INSPECTORS. 7. ALL DAMAGE TO CITY INFRASTRUCTURE CAUSED BY THE CONSTRUCTION SHALL BE REPAIRED AS REQUIRED BY THE CITY OF RENTON. 8. 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. THE ACTUAL LIMITS OF THE PAVEMENT RESTORATION SHALL BE DETERMINED IN THE FIELD BY THE CITY OF RENTON INSPECTORS PRIOR TO THE PAVEMENT RESTORATION. 9. SURVEYING AND STAKING OF ALL IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY SHALL BE COMPLETED PRIOR TO CONSTRUCTION. SURVEY CUT SHEETS MUST BE COORDINATED WITH CITY OF RENTON INSPECTORS AT LEAST 5 DAYS PRIOR TO CONSTRUCTION. 10. IF AN EXISTING CURB IS TO BE REMOVED AND REPLACED IN THE SAME LOCATION THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON 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. 11. 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). 12. THE CONTRACTOR SHALL SUBMIT ALL APPLICABLE DOCUMENTS AS REQUIRED PER THE CITY OF RENTON 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 THE CITY OF RENTON FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION. 13. THE CONTRACTOR SHALL NOTIFY THE KING COUNTY FIRE PROTECTION DISTRICT NO. 40 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. 14. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION. 15. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATOR SERVICE (811) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 16. 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. 17. 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. 18. 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 19. UTILITY SERVICE CONNECTIONS SHOWN ON THE PLANS REQUIRE SEPARATE PERMITS FROM THE CEDAR RIVER WATER AND SEWER DISTRICT AND ARE TO BE OBTAINED BY THE CONTRACTOR, AND ARE NOT COORDINATED BY OR OBTAINED BY KING CODUNTY DPER. 20. THE CONTRACTOR SHALL PROVIDE FOR ALL TESTING AS REQUIRED BY THE CITY OF RENTON INSPECTOR. 21. BACKFILL MATERIAL USED IN PUBLIC RIGHT-OF-WAY SHALL MEET STANDARD SPECIFICATIONS AND SHALL BE APPROVED BY THE CITY OF RENTON. 22. INSPECTION AND ACCEPTANCE OF ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE BY REPRESENTATIVES OF CITY OF RENTON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS ALLOWING FOR PROPER ADVANCE NOTICE. THE CITY OF RENTON 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. 23. 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. 24. THE CONTRACTOR SHALL KEEP ALL PAVED SURFACES IN THE RIGHT OF WAY CLEAN BY SWEEPING. USE VACUUM TYPE SWEEPER 25. CARE SHALL BE EXERCISED WHEN EXCAVATING NEAR EXISTING CHARGED WATER MAINS. 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 THE CITY OF RENTON 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 SOOS CREEK WATER AND SEWER DISTRICT 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. SITE INFORMATION SITE ADDRESS: 16426 128TH AVE SE RENTON, WA 98058 PARCEL NUMBERS: 282305-9004 ZONING: R-6 RESIDENTIAL 6 DU/ACRE PARCEL AREAS: 37.25 AC EARTHWORK QUANTITIES EXCAVATION 2 12,783 CY FILL 3 10,459 CY TOTAL EARTHWORK 23,242 CY NOTE: 1. 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. 2. INCLUDES APPROXIMATELY 5,092 CY FOR FIELD EXCAVATION (PER TYP FIELD SECTION) AND ROUGHLY 5,134 CY FOR EXCAVATION OF DETENTION SYSTEMS FOR FIELDS. 3. INCLUDES APPROXIMATELY 3,275 CY FOR BACKFILL FOR DETENTION SYSTEMS FOR FIELDS. 26. ALL UTILITY CROSSINGS NOTED AS "ASSUMED" ARE UNKNOWN DURING DESIGN. THE UNKNOWN ELEVATIONS AND LOCATIONS MUST BE VERIFIED PRIOR TO ANY UTILITY CONSTRUCTION. ELEVATIONS W THAT DIFFER FROM ASSUMED ELEVATION SHALL BE FORWARDED TO THE CIVIL ENGINEER FOR REVIEW. ~' JACOBSON mC 0 N S U L T I N G ENGINEERS 43667 `ISTEg� �1 CIVIL CONSTRUCTION PERMIT REVISION LEGAL DESCRIPTION PARCEL A: THE EAST 500 FEET OF THE NORTH 1121 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. PARCEL B: THE EASTERLY 330 FEET OF THE SOUTHERLY 216.47 FEET, MORE OR LESS, OF SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. PARCEL C: THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPTING THEREFROM THE EAST 500 FEET OF THE NORTH 1121 FEET; ALSO EXCEPTING THEREFROM THE EAST 330 FEET OF THE SOUTH 216.47 FEET; ALSO EXCEPTING THEREFROM THE SOUTH 250 FEET OF THE EAST 523 FEET OF THE WEST 553 FEET; ALSO EXCEPTING THEREFROM ANY PORTION LYING WITHIN THE BOUNDARIES OF 128TH AVENUE SE. OWNER: RENTON SCHOOL DISTRICT CAPITAL PLANNING & CONSTRUCTION 7812 SOUTH 124TH STREET SEATTLE, WA 98178 (425) 204-4437 CONTACT: ANDREW HOLLENBACK ANDREW.HOLLENBACK@RENTONSCHOOLS.US LANDSCAPE: DA HOGAN & ASSOCIATES ARCHITECT 1450 114TH AVE SE, FLOOR 1 BELLEVUE, WA 98004 (206) 285-0400 CONTACT: ERIC GOLD ERICG@DAHOGAN.COM ELECTRICAL METRIX ENGINEERS ENGINEER: 227 WILLIAMS AVE S RENTON, WA 98057 (425) 336-2822 CONTACT: BEN PREHODA BENP@METRIXENG.COM N/21/25 AJ SURVEYED: SCALE: N/14/25 JAJ DESIGNED: ACW N/06/25 JAJ DRAWN: DJD/AJJ ONE INCH CHECKED: JAJ AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR 'wPROVE JAJ DATUM HORIZONTAL DATUM: NAVD 83 (91) WASHINGTON STATE PLANE NORTH ZONE VERTICAL DATUM: NAVD '88 CITY OF RENTON VERTICAL CONTROL NETWORK DOES NOT EXTEND INTO SECTION 28. ELEVATIONS FOR ESM BENCHMARK POINT NOS. 100 AND 122 DERIVED FROM GPS OBSERVATION. ARCHITECT: MCGRANAHAN ARCHITECTS 2111 PACIFIC AVE #100 TACOMA, WA 98402 (253) 383-3084 CONTACT: KRIS STAMON KRIS.STAMON@MCGRANAHAN.COM CIVIL JACOBSON CONSULTING ENGINEERS ENGINEER: 255 S. KING STREET, SUITE 800 SEATTLE, WA 98104 (206) 426-2600 CONTACT: ALAN JACOBSON ALAN@JACOBSONENGINEERS.COM WATER/SEWER SOOS CREEK WATER & SEWER DISTRICT PURVEYOR: 14616 SE 192ND ST RENTON, WA 98058 (253) 630-9900 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. VICINITY MAP Sheet List Table C000 COVER SHEET C001 NOTES SHEET C010 OVERALL SITE PLAN C011 PROJECT AREA OVERALL C012 PAVEMENT MARKINGS PLAN C101 DEMOLITION AND TESC PLAN NORTH C102 DEMOLITION AND TESC PLAN SOUTH C110 TESC DETAILS C201 GRADING AND DRAINAGE PLAN NORTH C202 GRADING AND DRAINAGE PLAN SOUTH C210 STORM DRAINAGE DETAILS C211 STORM DRAINAGE DETAILS C212 STORM DRAINAGE DETAILS C213 GRADING & STORM DRAINAGE DETAILS C220 STORM DRAINAGE PROFILES C221 STORM DRAINAGE PROFILES F001 LAND USE SITE PLAN F002 COMPOSITE UTILITY PLAN F010 BASEBALL SITE PREPARATION PLAN F011 SOFTBALL SITE PREPARATION PLAN F100 FIELD COLOR PLANS F110 BASEBALL LAYOUT PLAN F111 SOFTBALL LAYOUT PLAN F120 BASEBALL GRADING PLAN F121 SOFTBALL GRADING PLAN F130 BASEBALL DRAINAGE PLAN F131 SOFTBALL DRAINAGE PLAN F140 BASEBALL IRRIGATION & WASHWATER PLAN F141 SOFTBALL IRRIGATION & WASHWATER PLAN F210 TYPICAL SECTIONS F220 SITE DETAILS F221 SITE DETAILS F222 SITE DETAILS F230 FENCING DETAILS F231 BALL CONTROL NET REPLACEMENT DETAILS F240 DUGOUT DETAILS F250 BULLPEN DETAILS F251 BATTING CAGE DETAILS F260 WASHWATER DETAILS F270 SITE STAIR DETAILS F310 BASEBALL LAYOUT PLAN & DETAILS F320 SOFTBALL LAYOUT PLAN & DETAILS 4 Lindbergh High School -r P�trnv;tsl:-YRd lk Ful(w�uoS G old nd Co vy CluL u IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Surface Water Enginering (�, HBray 06/24/2025 jfarah 06/24/2025 '� REGIONAL FIRE AUTHORITYN*o CURRENT PLANNING �' APPROVED �1 4 amorganroth ' cthomas 06/25/2025 06/24/2025 DATE: LINDBERGH HIGH SCHOOL 02-21-25 FIELD IMPROVEMENTS FIELDEIOOK: PAGE: COVER SHEET 0000 SHEET: OF: 1 O F 4: R-434401 O O O L0 N A, u GD T O O I N rr r�1 T Lid O O O O I 6 N Q J IN THE NW 1/4 OF SECTION 28, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. J v= CITY OF RENTON EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES (CITY STANDARD PLAN 268.00) THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL ( ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT' S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST- PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL ( RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK- OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF- SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON- SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. WASHOUT AREAS. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/ OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/ OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON- SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON- SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON ( MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS ( E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN ( 7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216. 30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE 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. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON- SITE BMPS ( AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT- LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON- SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. �. w _ W� 43667 JACOBSON �s �C.sT�R� mirm CONSULTING ENGINEERS CITY OF RENTON SURFACE WATER STANDARD PLAN NOTES (CITY STANDARD PLANS 267.00 & 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. CIVIL CONSTRUCTION PERMIT NO. I REVISION ✓V /21/25 JAJ SURVEYED: ✓V /14/25 JAJ DESIGNED: ACW N/06/25 JAJ DRAWN: DJD/AJJ CHECKED: JAJ BY DATE APPR APPROVED: JAJ 16. LIDS OF MANHOLES/ CATCH BASINS WITHIN PUBLIC RIGHT- OF- WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/ CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT- OF- WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE ( 1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 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. SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 'R] CITY OF [7, RENTON Nkav Planning/Building/Public Works Dept. 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. PLACE FILL SECTION AND LAWN/SEED FOR PLAYFIELD. 10. REMOVE TEMPORARY ESC FACILITIES UPON COMPLETION OF CONSTRUCTION AND ONLY ONCE SITE IS STABILIZED, INSPECTED, AND APPROVED BY CITY OF RENTON INSPECTOR. CONSTRUCTION SEOUENCE 1. BEFORE ANY CONSTRUCTION ACTIVITY ARRANGE AND ATTEND PRE -CONSTRUCTION CONFERENCES WITH CITY OF RENTON AND JACOBSON CONSULTING ENGINEERS. 2. COMPLY WITH CONSTRUCTION PHASING REQUIREMENTS IDENTIFIED IN DRAWINGS AND SPECIFICATIONS. 3. PROVIDE TEMPORARY AND INTERIM MEASURES REQUIRED FOR EXECUTION OF THE WORK. 4. 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. 5. PROVIDE CATCH BASIN PROTECTION AND OTHER APPROPRIATE TESC MEASURES, INCLUDING STRAW WATTLES, ETC. COORDINATE WITH KING COUNTY INSPECTOR. 6. BACKFILL AND COMPACT TRENCH. PATCH AND RESTORE SITE PER PLANS 7. INSTALL ALL NEW PAVING, LANDSCAPING AND SITE STABILIZATION. 8. CONTACT DESIGN ENGINEER AND CITY SO THEY CAN PUNCH LIST THE SITE. ADDRESS PUNCH LIST ITEMS AS REQUIRED. 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("BAKER TANK OR APPROVED EQUAL). CONTRACTOR SHALL PROVIDE ALL PUMPS r IN ALL INLET PROTECTION ON CATCH REQUIRED TO MANAGE CONSTRUCTIONLO BASINS IMMEDIATELY DOWNSTREAM AND \ / �/ / / / �' O STORMWATER AND DISCHARGE AT THE SITE. O UP TO 500 FEET FROM PROJECT 4 ( / / / / / G'J / \ \ c,JO \ J� �J° �'�MIN j � �' \\\� / / OO DISTURBANCE AREA SEE DETAIL I I P D \ 1 O / / / \ g �p9 \ 6 \ e Ln 5 f / / ���/ / �J0 \ A \ �J� lE „ pvC,3 69 �w� I 1 M=3g6 26 �N S) \ �' N ,393 �J" I \\�� pp=3g ' \ Q 19) / / / / / j / / / �J\ �� APPROXIMATE OUTLINE J� �J I \19 / / / / REMOVE EX / / A \ OF STORMTECH SF 6 60 0 �✓ / / O J I // / CONCRETE SIGN PAE / G �J0 / \ CHAMBER EXCAVATION J� �J0 �,� - 1 IP o g RIM,39 85 (E� \� / c I IP PUMP CLEAN STORMWATER FROM I JR5 �J� I \ \ \ / \ TEMP SEDIMENT SETTLEMENT TANKS TO - I Opp_ / / / / / / / , /J� �J � �� ��1 \ \ \ O ( ENISURE ALL DISCHARGE MEESTING CATCH BASIN. TS TO I \ CE INTERCEPTOR SWALE - / J� 0 / \ \ J0 `ah \ CONSTRUCTION �" QV��� �J / e �, O�. hh I \ TURBIDITY AND NPDES REQUIREMENTS. I FENCESEE DETAIL ��� On��OC WITH ROCK CHECK DAMS / / �J \ ° \ �/� / / 0 Q%� �O� \ \ \ � j j 6Or )C AT 50' O.C. SPACING / 0 / \ / / �J OQ SNOW / / DETAILS / �J / \ S�'� �J� / �J QUO% J� �J° \ I \ \ ~ ' WOW - SEE c i I 4 'o 0 _ �Q' TEMPORARY STORM STABILIZED,CONSTRUCTION PIPE CULVERT / �J0 / % / \ / / /J� / �� ,�°� \ I 1 1 \ \ _ _ �� ENTRANCE (TYP) I w / / c� O 0 / / / / 0 A SG� J� 0�/ � / �R), OQQ '' `o III SEE DETAIL / / / �Q 5 `b 3 �J0 J0 � � / / �' / � / JO\� \ / / J� �'� � �� '`� �`l� ���5\1 I I I I c9 — ------ -- ' `d✓ c110 �/ i / /� �P\/ �J� // // / /� A\\ ///� /�O,,Q�� 40 CIF / I411 J� / / J0 J0 J��QQ / J� / / / \ / / �� O 1 I 401 I / WALL / / / l / / I ✓ / \ / / / / / / / / J0 / F �1 J0 I I / / 401 RETAINING 4 / / / 1 I `L _ _ Ji / �Jo �J° / s�� / / J� / �I I /�� 9 ' 3 _ — I 4 O 0.2 8 40 63 0 0 / ,o / c° cn � —i 1 / / / / / / J0 \\ J� / �J° w w J� \ I I o — / �\—� D 0 0 R . \ D 0 CONTRACTOR STAGING 1 /// �JO // �/ �/ I0 1J0 /�/�/� / —, `1� � A D LAYDOWN AREA \ / / �J �J / A S / � C�l/ �J0 / / / / / / 1 / c' / / / / / \ �J0 I 0 / o z \ ` I AWCUT AND RE OQ / / r �� O 400.28 J� �J 4 v EX CON ETE ' 40 / 11 ��� �o�� 1 400.34 4)" / / 0 �J \ /� / / PAV ENT ( P) o�'j� / .�3� , �� c�. 1 OCTAGON J J J S \ +\ % �o o`� O O R. 6 2 coNc 0 1J0 00 < / I I c�JO \ cJ� �/ ��\ �J� / �J� / �Jo / / / cJ / �J0 CJ� \\ ��I Pil _ 1 _ / O i00��00 REMOVE EX N // // // // \\ IPQQ' �� o,°�' / / J0 J� J� ti DUGOUT AND —/ - / �----- - a a Q�k GQQQ,��JO c,JO /G' �/ �/\ �J0 /� /� 440 / `�� APPURTENANCES / / // / 41. 3 / __---------- 2 D P 0 Q / _ — -/412- \ 0/ \ '�G� / // //� / _------413------ ��' 41' \ / / \ \� / / 0 �J �1 i J� �J Off. �p���Q AP ��-414_ 5„5 f� L �P / 4J / h`b O�1` / �5r / o f \ d <10 O J i REMOVE EX CY / / / , s.3y —416- - oO�� 11 INLET PROTECTION (TYP) / / 4� \ t TREE PROTECTION / / O� �O�h QoAQ, / / O / / / �� Q /o�O DUGOUT AND SEE DETAIL 4 / / / / / / /41s IS FENCING SEE DETAIL �,o % cQ/Q% / �J / / oG ° 1' c110 r I IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J J� 5, C, APPURTENANCES 4) 6� O / `� \ / 0 F � �Q<n SAVE AND PROTECT �I FO���� �J c11 /�` O 0 / / �J O/ / �� EX RETAINING WALL Q O J� J / / i DEVELOPMENT ENGINEERING \a �' /� >� �, I /� / / J0 / �/ / 1P / / / / // / / �� HBra 06/24/2025 '� / R> �J �� 25 CH �I LINK FE / / y < � \ / V / s�/ / �' � _ � , r '¢o� J `�FF� E� I Pi /i r/ X / / / cQ/ QQi w./ / VE E0�1 AQT9.R �� ' A• q C � I� P�20�-eT-EXISTIN,G \ Ip v �F w9s�1� CIVIL CONSTRUCTION PERMIT CW /21/25 AJ SURVEYED: SCALE: 1 \ DATE: -- � � VERTICAL LINDBERGH HIGH SCHOOL 02-21-25 / t- EC�'RiG9LVA�61L� F• jf1 HORIZONTAL: NAD 1983/1991 \ �ti CIVIL CONSTRUCTION PERMIT RESUBMITTAL CW /14/25 AJ DESIGNED: 111-20 CITY OF ACW FlELDEIOOK: / /' ✓ �/ / �� ^ �� \ \ \ �- CIVIL CONSTRUCTION PERMIT RESUBMITTAL CW /06/25 AJ ' RENTON FIELD IMPROVEMENTS PAGE / \ DRAWN: DJD/AJJ DRAWING N0: ONE INCH JACOBSON 41 s6TER�� ~ CHECKED: AT FULL SCALE DATUM NOT ONE INCH Planning/Building/Public Works Dept. DEMOLITION AND TESC PLAN NORTH C 101 / �S-0NAL �APPROVED: SCALE ACCORDINGLY SHEET: OF: CONSULTING ENGINEERS NO- REVISION BY DATE APPR o� o� 25 JAJ i 6 OF 4 R-434406 Call before you -sue - - - SUB SUB �.uB JENCE --- --- --SUB ---SUB--SUB/� y"cR 1 +fEB€" \ \ \\\\f. / / / / / Dig. 8-1-1 CTIOI�X(T1�P\ \ 0, D -j \ 5/ / or 1-800-424-5555 M ` - _`�/IIUNDERGROUND _SUB - - SUB - - - SUB - SUB - - - e�� su / / / ( IP �F� �i 0 10 20 40 SERVICE (USA) OG) 1-, &I -\ `-, (6), 0 C:) I NO STOPPING STANDING OR�A�ffl1 \ \ �� \ \ \ \ F o o,o\ LO /_���\\\\\�`\\ ���/// S C TANDRtMOVE "�' � I SCALE 1 =20N / "{' �- \ \ \ \ \ _ ' - -SUB - - -SUB - -SUB - - SUB/X CONCRETE JLL.I Io / i-� \ \ \ \ \ \\ \ \ \ / V SINK SILT FEN£E (TI� PAVEMENT (TYP�SE IL � � \ \ \ \ \ 6\ \ \ \/ \CONC S/� \ �� ` -402 l LEGEND E-- SUB --- SUB I�-- suB�P .� 1 1 D 0 \ I � / to / / _ � \ � \ \ \ \ \ \ \ \ � � \ N 7933'06" E - 46.81' / - - _ \ \ �j \ \� I PROPERTY LINE IP INTERCEPTOR SWALE /\a /�� / / �\��\ \ �� \ \\ \\\� ����/<' \\ I o--404--_.--_� \ \ \\ IP { O \ I , �ti I I l ��\\� \ \ \\\ \ \ \ �� \ �--SUB SUB � p � � \ \ \ \ � \ \ \ \ I Co� \ SF SILT FENCE rP - pP= \ I I I l l 1 � S,\ �� \\ \ \ \�2-\\\ \ i 9 ` \ \ ��S \q1P?A \ �` \ \ \ \ \ `� 3� AIN 8� \ \ �� �\ \ \ \ CF TEMP CONSTRUCTION FENCING \ \\ \ 4 \ \ \ �� \ \ \ \ \ \ �� \ SDC6 10- 05.16\ 6 CPP 2 (S) �,/ S \\\ IP NK EN E _---406-_\ �_ \ 00 `I\\F, CP�4,02,43(`sE� O - - / �I _ ` _ \ TP�95,4\ CG TEMP CONSTRUCTION GATE O \� \ \ \\\\\\\\ \\\\`\\ \------407- I \. n p / / \ \ \ \ \ \ / \ / CE TEMP CONSTRUCTION ENTRANCE Q Q Q cf)-43aS �F \ o BOARD �9 \ I .�g, I '\ INTERCEPTOR�/VALE \ \ \ q� / - O O \ - - - - - 08 AO INLET PROTECTION IP WITH ROCK CHECK DAMS �`i�/ '' \ \ \ 6\ \ `\ \ ` ��. \ \ \ - / / -- ° x O CEO I I / / S �T 50' O.C. SPACING \ \ \s \Q \ \ \ \ \ \ \ \� \ \ \ \ �S'` / i \ - J O �� L(� \' l VEG TREE PROTECTION N \ ][ � / \ l� ' III 1 \ \ � ��\ \\ �C� � �'p� \✓// �Q / \/a I I I I / I (/�'2S \ SEE DETAILS TEMP SUMP AND PUMP 17 01 REMOVE CONCRETE PAlk VEMENT /cl) /' I 1 l �� \ \ \ \ \ \ \ \ \ \ }- - - . - - - - _ \ \ SDCB, RIM=411.28 �S s \� IE 12" CPP=406.63 (NE) INSTALL INLET PROTECTION FOR ALL STORM IF 6" CPP=409.08 (E) DRAIN STRUCTURES DOWNSTREAM WITHIN - / V I I IF B" CPP-406.73 (SE) 500 FEET OF PROJECT DISTURBANCE AREA / I / a -sB RM=-ToT-8 T- - -x \ \ \ \ \ CPP=402.47 NW - \ \ \ \------L� \ �1 I \ \ �S ds �s \ \\ \ \ \ \ �- \ \ \ \,�\\Q�S\\ \ \ CONC PILLAR \ TP=39 . 9 o T 14" /a � �- � � � '2 \ \ � `\ \ \ \ \\ \ r .��• - IL6 NP- PP=492,D2 NE \ \ � � � o �I=*OH4-(�W � \ \ \ \ �e �� \ \ � � Ox\\ \ \ \ c oWALL p- ��6' P=395.60 o O ____ ` _ p I \ \ ��s ��s \ GRASS\ \ \ \ \ Na \ \ L€ETRiC-CA1IN _\ \\ \ \\ \ \ \ Q��\ \\ \\ \ \ \ �� \.\ \ \ TP=395.2 o 1 I I IS �s \ \ \ \ / \ 9� \ ` \ D,p12 \ TP= s 0 Ln c AVE SE" \ \ \ �sBALLEIE J �A �\ \ \ - F I \ 1 1 \ \ `\\ \\\\ �\ �� �o �0 Q "CL A STORMWAIL�E` I. ` o O - SAVE AND POTEC� I 1 \\� `R\\ o �� CO ° Z) EXISTING RIG,�¢ON \ 1 \\ �EI�IMENT SETTLE BA I .\ \ I I \ \ \ TAI K (EXISTING CATCHS c A�� \ \ \ VAULT REMAFfV� \ G 1 �Ic�f�T /C,R TO ENSURE A JI T ��I\ S c c\ GAGE c IISOH� GE MEETS TURBIg�' AND I / I , \ 00410 F'� S I I �Q` IIREMENTS. / I / / ( \ OC/ �'�� . \\ TP=39 - lV i / I I \ \ UU , S B, RIM-428.01 \ I I (SDCB, RIM= 11.25 ) L S( 100 425.1 1 / \ F. 8 I \ \ S ti S �� \ IE 4" PVC=42596 (No425.84 I \ 1 I f 6 PVC= 10.10 (NE)/ o� / R / 4 9 I \ \ I \ 426 0' 99' / \ s \ \ / \ s \ �s IE 6" C\PP-42�1- (ME) 42s o1 \ I 1 I I W I I I f I ' �� s ' �I \ SDCB, RIM=424?,98 �s / J. \ \ m� \ S I ( ( I'I o �0 �• / 6� 42 . 1' S \ \ IE 6 CPP-� (S) 25.39 1 \ 9 \ 6 425 25.2 , P I IE\8" CONC=422.1\6O \ �� \ \ \ IE 6" CPP = 4'15.17 (W)� S � ) 00 (1) 8,406GALLQN /� / \ \ OO - 3 \ rkti b. \ \ \ IP IC A I T MPORARY EDI ENT �� �� 425.96' a 4 I I TIE54TO 18" LINE \ / �S ��S ��S \ \ \ \ I I I E ENT TANKS (" AKE� TANKVOFF/ 425.39' 4�15.7 I / I �'?bj <� \ �� / ��� �� \ \ \ o I I4 P �V D EgUAL)iCO�TR�CTOIN HAkL I ' I _U 7� `\ o 99 / / „� �� \ s \ �`' \ \ \ \ �S A \ a \ I I �F O IbE�ALL PA�PS Qy REE)TO / ,' �/ DO . �9 \ �0 5 a� III / / N S \ \ \ \ \ I I dN dE ONSTR� CTI l STO42MJ�A�ER I � � \ O J / 42 .33' \ cs \ \ / \ ��S B Nb blSCIHARGE �T THE �� s9 \ CO b1l, / n "NO PARK IG SOUTH OF H �� � \ S 1s o ( I I ( �� / / 9 \ I s m \ - I I 1 CROSSING AANE D / \ �s \ SDCB, RIM=428. 8l� I\E .� CPP= ^'�-4� �(N� 425.57 SA \ \ ��S IE 4 ,%VC-4�2 (E) 425.71 = I 1 II I i I \I ` I / ( I I I` I �0 8s yT�O �tEMOVE EX DUGOUT \ \ \ If 6" C� -3 a 0 SW 425.57 'AND APPURTENANCES WFIEL �� \ � �'2S \ � ( ) 1 A / o� ( I I I 1 \c S \ A �s \ \ / I I I C�-iAJN\LICK EIOSU 2 STORY BRICK BUILDING RIM-429.13 / \ SUMP AND PUMP \ SDCB, � � \ I I I I 1 \ IN LIN I y I a �/ If 6" CPP=4 ,24 \ SDCB RIM=428.86 s INSTALaD A ��s / ■ I I I I 1 1 1\ L�; (� \ ax \\ O 7 SAW AND REMOVE EX \ STABILIZED ," \L POI NIT SEE DE A(IL \ P I I I I I \ 1 \ A \ \ \ / �O ,� 1 6426 128TH AVENUE SOUTHEAST (TYP l III \ If 6' P\P=426,03(W) \ SEE DET I \ FO I o I I I I I I \ �DCB� �4�2 'i� 400. CONSTRUCTION 427 79 s �O,\ CO RE PAVEMENT (TYP) '� \ IE 6" CPP 426.01(E) 11 POLE I I I \ „e \�/ � 's6 RENTON, WA 98058-5599 DOOR � ENTRANCE (TYP) � SEE DETAIL 3 \ \ S c11 �S a I I I _ (E \ \ 7 �� \ / \ I I �\- \ -I E 6 kVC-4M'31 % \ c �� `3 0 FLOOR VEG s€vAGE - _ _ c110 s �S / _ - I`� \ \ \ \ \ \� 1 i O GRATE 428.03' ( �S T%�I COORDINATE lop, \ \ \ \\\ MAIN LEVEL FINISHED FLOOR / i \ FORLAT ON REMOVE EX DUG0�1q�F \ \, I I I \ \ \ \ \ \ `j , 5 CHAI I Y APPURTENANCES \� ) ,EI� P IRAR FORCE MAIN. \ \ \ \ \ C� E LEVAT 0 N = 40 0.3 // \ �/ / \ \� 1 o I FAN SEEI MENT \ NO BASEMENT 400.36 , IV \ I J F CE J \� \ I TALKS \ \ \ \ \ \\ \ D 0 0 R . 7 0 No DCB, RIM=414.06 o9 PB I �Q SF P - ATE I ( I \ \ \ \ \ \ \ \ ` ,� �\ \�\ PVC-411.51 (NW) 41 2.8 8 _ 9.02'' 'r > Q-_CONC `� `\ \ \�\� \�\ \\ DOOR.52 `\ \� 428.85; 1 IP a P �DOO 0` / \ \ WiTI-HAND \ \ / \ �28.77 6� RAMP 1 O ��- / \ \RAIL ATOP I ) \ \�° \ \\ CONC /�41 \DOC 28.61 420 D D D D \ - ( \ i \ / / \ `\ \ \ BENCH \ I ° 428 5 429.06 1 428. 2' o \ 1 O 428. 6' 2 9.49' a "STOP" o o0O0o a29.3j 90�. SPH 1 / IIREE PROTE TION a FENCING 7 \ SDCB, RIM=429.53 \ \ \ \ ) -�\ \ \\'� , I / \ 4 9� ' SD B Clio �\ C`R S�S\ \\ IP � ) 4 ` e IE 6 CPP=427.12 W I \ \ \ \� / 0 `� F11\ o / a RIB -4�9,2 ASPHALT O / I SDCB, RIM=427.98 \ I I \\ \ PbANTE}�\ \N 421� 99� \\ ��� / /� \1 /-�� /o U \ 1 6 PP=427.26(E) IE 6 CPP=426.69(E) \ I - \ \ - \ I . 99 . \ / I P / �/ IE 6 CPP=425.78 (NE� I I P ^ \\ \ \ \ I $ \ I / p / D�� / / D IP IE 6 CPP=425.78 (NW) I / \ IN COMPLIANCE WITH CITY OF RENTON STANDARDS 42 .44' �- - - - - \-C-XISTLG CONDITIONS AS d I \ DEVELOPMENT ENGINEERING / a � 7u \ �REQ IRED TO AC ESsTF�E _ d O / I I \ O \ _ v I / "DO NOT ENTER" 1 2 " 431- _ - 0 I I \\ H B ray 06/24/2025 I \ 429.23'- C/c/-' / �� - �- _ - - - \ \ a -S-BC� 13�M_429.64 0 V) � RAMP IE 12 CPP=426.- 4 )- I i , 429. �Lo' 6 \ OCK 8 429• °� / SIGN ON \ \ \ ASPHALT I IP ///� PB BRICK�C`LUMNS \ \ \ \ I \ ❑ ❑ "LINDBERGFfZ � A�,�,J`4C DATE: SbI�� CIVIL CONSTRUCTION PERMIT CW /21/25 AJ SURVEYED: SCALE: �� �� 1988 I 429.23' / / - \ \-- Q'� C HORIZONTAL: NAD1983/199, LINDBERGH HIGH SCHOOL 02-21-25 �o CIVIL CONSTRUCTION PERMIT RESUBMITTAL CW /14/25 AJ 1"=20' CITY OF �w I SDCB RIM 429.13 \ _ DESIGNED: vR aL / \ ti CIVIL CONSTRUCTION PERMIT RESUBMITTAL CW /06/25 AJ ACW IE/ 18 CONC=421.73(N) DRAWN: RENTON FIELD IMPROVEMENTS PI/ELDEIDDK: I I If 18" CONC=4 43667 DJD/AJJ DATUM DRAWING N0: ONE INCH GISTV, CHECKEDJAJ Planning/Building/Public Works Dept. DEMOLITION AND TESL PLAN SOUTH C 102 �- I I JACOBSON c� AT FULL SCALE I SSF NOT ONE INCH IDNAL v�� APPROVED: SCALE ACCORDINGLY SHEET: OF: a © \Q I, rm CONSULTING ENGINEERS o� 06 25 N0. REVISION BY DATE APPR JAJ 7 OF 4 R-434407 lqt DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 co I I W I- 2 2 MAX. LEVEL BOTTOM MAX, 1 1 F 12" MIN. �- 2' MIN. -� -� SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES: 1. CONDITIONS OF USE 1.1. REQUIRED AT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3HAV AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELOW. AVERAGE SLOPE SLOPE PERCENT FLOW PATH LENGTH 20H:1 V (OR LESS) 3.5 % 300 FEET (10 TO 20)H'AV 5-10% 200 FEET (4 TO 10)H,1V 10-25% 100 FEET (2TO4)HAV 25-50% 50FEET 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2HAV WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRED MEASURE MUST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 217.10 • PUBLIC WORKS INTERCEPTOR SWALE PPR D. 9/28/2018 DEPARTMENT GAZ DATE RUNOFF WITH SEDIMENT 5% FILTERED RUNOFF z 0 m WATER LEVEL NTS Interceptor Swale 6"=12" PERFORATE PIPE AS NECESSARY TOP OF PIPE SHALL BE 6" MIN ABOVE GRADE PROVIDE SOLID COVER DISCHARGE TO SEDIMENT POND VIA TEMP FORCE MAIN 1 / ... 0 0 0 0 0 0 ... ... 0 0 0 ..0 . 0 0 0 0 0 0 0 0 0 0 0 ... ... 0 0 0 0 0 0 y.. - ..�� 0 C .� ... 0 C PROVIDE 12" MIN WASHED ROCK AROUND PERIMETER OF PIPE WRAP WITH PERMEABLE FILTER FABRIC 24"-36" PVC OR HDPE PIPE W/ 2" DIA WEEP HOLES OR APPROVED EQUAL WIRE TIES SUMP PUMP AND MOTOR CONCRETE BLOCKS :45 AN NTS _( Temporary Sump and Pump JACOBSON Jr. CONSULTING ENGINEERS DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 7 MIN. 6' MAX. 1r MIN. POST SPACING MAY BE INCREASED I I I 4'x4" MIN. TRENCH TO T IF WIRE BACKING IS USED I I I I� ;UI BACKFILL TRENCH WITH NATIVE SOIL OR 3l4" TO 1-112' WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) NOTES: 1. CONDITIONS OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. AOS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50-100 SIEVE SIZE (0.30.0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC-' MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM 1)4632) 30% MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 70% MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 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 SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1, ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY, 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS. REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 214.00 1DR) PUBLIC WORKS SILT FENCE PR 9/28/2018 1 DEPARTMENT GAZ DATE NTS Silt Fence 5/8" WIRE ROPE PROVIDE SECURE 1 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. BRACE RAIL J TENSION WIRE AND CABLE CONCRETE BLOCK 1.666 INCH O.D. STD WGT GALVANIZED CORNER POST NTS Construction Fencing CIVIL CONSTRUCTION PERMIT 43667 IST1 g�1 NAL NO. REVISION :45 Al` DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 aOPO R = 25' MIN. �- INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4"-B" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS 100' MIN. 1. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 15' MIN. PROVIDE FULL WIDTH OF INGRESSIEGRESS AREA NOTES: 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHANIDTH TO PROVIDE VEHICLE ACCESSIPARKING, BASED ON LOT SIZE/CONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30 % MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 495 LBS. MIN. ADS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE. OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY, IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCEIS), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 215.10 CRAPv� PUBLIC WORKS STABILIZED CONSTRUCTION ENTRANCE GYAZ 9/28/2018 I DEPARTMENT DATE NTS Stabilized Construction Entrance :45 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 TREE PROTECTION ZONE (TPZ) FENCE DETAIL PROTECTION MEASURES DURING CONSTRUCTION: 1. Chain link fencing is required around the drip line of trees required to be retained, or around required tree protection tracts/easements. 41. 2. The fence shall be a minimum of 6-feet high. 3. Steel posts shall be driven at a depth to ensure the fence remains in an upright position for the duration of the development.p 4. Tree protection signage shall be placed at intervals of no d'Y y more than 20-feet along the entire fence. See link below f for signage specifications. �' ti y ti" 5. Storage, fill, excavation, earth compaction, or dumping of liquids or materials is prohibited in fenced area. 6-FOOT 6. Utilities or impervious surface installation is prohibited REQUIRED tip, CHAIN LINK within the tree drip line. SIGNAGE FENCE 7. Grade changes are prohibited within the tree drip line. 8. Removal of the existing vegetation within the drip line of TREE protected trees is prohibited. PROTECTION 9, All areas within the required fencing shall be covered SIG ................... evenly with a minimum of 3-inches of bark mulch, except in areas where mulch will adversely affect protected 1 ground cover plants. 10. For protected trees subject to a land use decision, the applicant shall retain an ISA certified arborist or ASCA UNDISTURBED certified consultant to supervise fence installation, DRIVEN STEEL MAINTAIN monitor tree health, and prune trees. POSTS EXISTING VEGETATION WITH 3-INCHES GRADE MULCH IN /21/25 JAJ SURVEYED: IN /14/25 JAJ DESIGNED: ACW IN/06/25 JAJ DRAWN: DJD/AJJ CHECKED: JAJ BY DATE APPR APPROVED: JAJ CITY OF Planning Division Renton O 1055 South Grady Way Renton, WA 98057 425-430-7200 I www.rentonwa.gov PAGE 1 OF 3 SCALE: 1"=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 5" MAX. DRAINAGE GRATE TRIM GRATE FRAME _ C_ OVERFLOW BYPASS i BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS ' b FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) OVERFLOW BYPASS (TYP.) BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY, UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 216.30 •• PUBLIC WORKS APPR ED: sI� DEPARTMENT CATCH BASIN INSERT GqZ 9/2s/2o1s DATE NTS Inlet Protection ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH 6" MIN. 24" MIN. CROSS SECTION 2H:1V SLOPES LAL STANCE SUCH THAT POINTS RE OF EQUAL ELEVATION B ` 2"- 4" ROCK L T / CHECK DAM SPACING :45 A' NTS(: n Check Dam a IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ar% IL HBray 06/24/2025 0:] NTS Tree Protection CITY OF RENTON . Planning/Building/Public Works Dept. LINDBERGH HIGH SCHOOL FIELD IMPROVEMENTS TESC DETAILS DATE: 02-21-25 FIELDBOOK: PAGE: DRAWING NO: C110 SHEET: OR 8 OF 42 d� O O N �J W O O C) O II L J N r�1 /- LJ O O C) O 1 L J N J R-434408 SD \ I SD \\ SD A8 30" N,YLO6;A BASIN, / c c SD W/ TyRF OV - - SD A6 30" NYL A P _ _ _ T BASI ` - IM 04. 7 - - _W/ T�RF COVER I S 15 - -RM_403_91 IE 39 . 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(TYP 9S.` II I \ \ \\\W W W W W W `\ W W W W W W \\ WV UL I W W W I I I I 4L /.79' L Q �\ \ W W \\ W W W `\,� W IE>, CP. .01) * W W\ W\ POSE a I W W 1 I I I 142,1.7 \ 1� �E\ \\ Il / 7 l 4 � 6 RENTON, WA 98058-5599 DOOR 428.03 / 42 .10'I 1.8% \' 1R \\ \ W W W W W \W W W W W W W � �\yW'W W \\W a I 11=I IhP I / 4 \ `\ \\ \\\ ( C1,3 OS0 FLOOR \ / e- W W W�W W W W W \W W W W 4A43 11" \ \ \ \\ \ I \�� \ ��`�( MAIN LEVEL FINISHED FLOOR GRATE I / I 4 0. 9 �) /J \ \'�\ \ W \\ W /J \\ r 1 428.62 1 I I 42�.87 \ \ \ \ \ ` S I \\ \\ ATE W W W \ I \ \ \ \ \ \ \ /) 4�4�8 �, \ \ \ ��11_11 ELEVAT 0N 400.3 0.57(( 4 .75( XH) f \\ ) W ( PVc� \\ \ \ \\ �C�\ 400.36 °(>1W W ^ \- 425.b7I tJ \ \ �R\\ADINC�FOR N ate\\ r \ (N O BASEMENT) �a ' ( d • P \ W I ° I I \ \ SEE RI� \\�- `\ - D 0 0 R . 7 0 I9 Ni I / % _ 1 \ Q d P _ - � � W W W ?d8.o8 I 4� .88 \ -FOR STAII�TATt� \\ '\ \ \� DCB, RIM 414.06 0-4 ��1 ° I I 1 Q430.70 00 430.58 1 \ \ \ \ \ / W \ \ \ \ \ \ \ PVC-411.51 (NW) D 0 0 R ..\ 2 �R \ 09.02 �, SD P. a P aQ .29 I 4 8.D5 I ON I v� \ \ \ \ \ \\ \ \ \ \\ \ \ \\ 1 _ \ HAND \ F - _ 428.64 (E) W / ° TAP \ / \ \ \ \ \\� \ �\ //41 \\ \I 428.85' I 4 a 4 S 429.65 I ) 28.7T a d D G P \ �28.61' 42JNC RAMP d D � SD SD SD SD -SD- \ 8 42s.o� \ 1 1 \ \\ \ \ \ GONG \ \ 428. 5' .06 1.3°i° o.z°r° d \ - \ P 428.00 \ I \ / \ \ \ \ BENCH \ \ � � 428. �4' 42 .5 0 � \ / PE3 .02 430.41(EX) d 4 O.l G „ i 428.66 (EX) d O 428. 6' 9. 9' ��P \ -9.3 ' �2g�j 430.22 (EX) 30.45 (EX) ASPHALT \ \ �' \ \ AD \ \ -0 429.78 X) ------ (EX) \ I \ \ \ p /F - � 0- \ 427.95 (EX) ; J�\\ 427.80 SD B a Q \ SDCB RIM=429.53 � „' STORM PROFILE / \ \ -R\ '•. / �\\\(J���\ \\\\iO / / \� � 4 o / D RI=4J9,26 IE 6 CPP=427.12(W) B I \ \ PbANTE}� \N C A \ N 1 °6" PP=427.26E ASPHALT IE 6" CPP=426.69(E) c22 I SDCB, RIM=427.98 \ I I \ \ \ _ \ 99 \ \ / 41 / �/ IE 6 CPP 425.78 (Ni) I I \ I / a I / IE 6" CPP=425.78 (NW) IN COMPLIANCE WITH CITY OF RENTON STANDARDS \�I o I SD S SD Sp -S j / LD // 1 I ® \ \ \ \ I42 .44' '�ST�P'- - - - - \ � - - a i I \ \ \\ DEVELOPMENT ENGINEERING Surface Water Enginering c d » » \ 99 d -43 _ - d O /O I \ o \ HBra 06/24/2025 '� 'farah 06/24/2025 '� / DO NOT ENTER 1 1 I I \\\ Y 1 \ ° CJd1�IC------\ 1 2-S-B£�13�M_429.64 I `\ 429.23' �o ' 429.15' �tig 6�RAM,P \ \ a IE 12" CPP=426ti4 q I j 429.14' ASPHALT I \\\ L 8 �ti�. / SIGN ON OCK \ \ \ 429.28' \ ///i PB BRICK- OLUMNS \ A. JA \ \ N I I \ \ d- 429.22' ,/ ❑ ❑ "LINDBERGPtZ � wA C \ DATE: / \ \ °� SbI�� CIVIL CONSTRUCTION PERMIT CW /21/25 AJ SURVEYED: SCALE: VERnCAL. NAVD 1988 I 429.23' l HORIZONTAL:NAD1983/199, LINDBERGH HIGH SCHOOL 02-21-25 c / / \ �ti� CIVIL CONSTRUCTION PERMIT RESUBMITTAL CW /14/25 AJ 1"=20' CITY OF �w I SDI RIM = 429.13 \ _ DESIGNED: fY aL / \ ti CIVIL CONSTRUCTION PERMIT RESUBMITTAL CW /06/25 AJ ACW I IE/ 1 CONC=421.73(N) DRAWN: RENTONR FIELD IMPROVEMENTS PIELDEIDDK: DJD/AJJ DRAWING NO: if IV CONC=4 43667 ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. GRADING AND DRAINAGE PLAN SOUTH C202 l CL I I I I JACOBSON S �GIST0- �� JAJ IF NOT ONE INCH \ c� I C SIDNAL F'� NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: d © Q 9 CONSULTING ENGINEERS 0ID 06 25 JAJ 10OF 4 R-434410 Im ,v 3 0 I G / m r I 0 pp/ N 0 I 0 N U m 0 CL E 0 0. DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 co lqt O SITE SPECIFIC DATA NJ - PROJECT NUMBER 0 PROJECT NAME LiTidbergh H.5 Fields DocuSign Envelope ID:3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 w PROJECT LOCATION Renton, fV A WETLANOMEDM C/L STRUCTURE !D SD A10 BED FRAME AND VANED GRATE TREATMENT REQUIRED - VERTICAL PATENTED # UNDERDR41N 30 TREATMENT FLOW (CFS) 0.067 PERIMETER `~ 1 •_ MAN/FOLD 9 z VOID AREA PRETREATMENT LOADING RATE (GPM/SF) 2.1 GPM/SF ; s. WETLAND MEDIA LOADING RATE (GPM/SF) 1.0 \ h <' MANHOLE C/L DRAIN DOWN LINE PEAK BYPASS REQUIRED (CFS) - 1F APPLICABLE 0. 235 ,______; _____r__ 1'.2,4". 6', 12'. OR 24" �---------�'---___' PIPE DATA I.E. MATERNAL DIAMETER INLET PIPE 1 395.53 PVC > 2" PRE-f/LTER I ONE #3 BAR HOOP FOR 6' HEIGHT INLET PIPE 2 CARTRIDGE I n INCREMENT (SPACED EQUALLY), SEE NOTE 1 OUTLET PIPE 392. 28 P[%C' 12" OPTIONAL CURB INLET +` RECTANGULAR ADJUSTMENT SECTION �l I PRETREATMENT BIOFILTRATION DISCHARGE e o !£ IN PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12' CONCRETE ALL METAL PIPE 15" CPSSP', 72' STD. SPEC. 9.05.20 SOLID WALL PVC, STD. SPEC.9-05.12(1) 15' PROFILE WALL PVC. STD. SEC. 9-05.12(2) 15' ' CORRUGATED POLYETHYLENE STORM SEWER PIPE . - \ ADDITIONAL LADDER RUNGS (IN SETS) TO T MIN. CLEARANCE TO �� ALLOW ACCESS TO TANKS OR VAULTS ANY PORTION OF FLOW RESTRICTOR WHEN CATCH IS FILLED WITH WATER ♦ TEE INCLUDING ELBOWS \ / REMOVABLE WATERTIGHT 1 /�- TI� _ COUPLING OR FLANGE 2' MIN. A ( II ♦ / II ;IJ ELBOW RESTRICTOR. SEE DETAIL AND NOTE 10 1 j / ANGLE AS / ♦ NECESSARY, ♦ SEE NOTE 7 6" MIN. 7 MIN, MAX. 6' PLATE WELDED TO ELBOW WITH PLAN VIEW RIM ELEVATION 401.99 _ _ L ORIFICE AS SPECIFIED, SEE NOTE 3 SURFACE LOAD PEDESTRIAN I tie s ? NOTES: 2���0 FFti lF 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN ELBOW RESTRICTOR DETAIL ELEVATION PER PLANS IN THE PRECAST BASE SECTION, FIBERS (PLACED IN NOTES: INLET PIPE OUTLET PIPE 8' 0' / ACCORDANCE WITH STANDARD SPECIFICATION FRAME 8 SOLID COVER MARKED "DRAIN' WITH / 12" MIN. UNDER SEE NOTES SEE NOTES �e` / 0 2 S�UA ERNCIHES PER FOOT SHARE MESH HAVING A LL BE USED WITNIMUM AREA H PAVEMENT LOCKING BOLTS PER STD. PLANS 2oa.ao AND 2oa.5o 1,T♦� THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTEPRELIMINARY ONLY - NOT FOR CONSTRUCTION PLAN VIEW LEFT END VIEW N / / I SHALL NOT BE PLACED IN NATIVE PRECAST THE KNOCKOUTS. AS ANE SECTION. WIRE H $ ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN 16" MAX' HE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH I VERTICAL BAR GRATE FOR #3 BAR EACH CORNER I / I I HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER SECONDARY INLET 'I FOOT MAY BE USED. z 6" MIN. DESIGN WATER 2. HE KNOCKOUT DIAMETER SHALL NOT BE GREATER SURFACE THAN 20 KNOCKOUTS SHALL HAVE A WALL THICKNESS ELBOW RESTRICTOR, OF 2 MINIMUM TO 2.5' MAXIMUM. PROVIDE A 1.5' SEE DETAIL AND NOTE 10HINLET HANDHOLDS, STEPS. OR LADDER MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND HE OUTSIDE OF HE PIPE. AFTER THE PIPE IS INSTALLED, PIPE SUPPORTS, SEE NOTE I FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WfTHSEE NOTE 9 (TYP.) #3 BAR EACH SIDE STANDARD SPECIFICATION 9-04.3.1.5zD 3. HE MAXIMUM DEPTH FROM HE FINISHED GRADE TO MIN. HE LOWEST PIPE INVERT SHALL BE 5 FEET. T#3 BAR EACH WAY 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE T TFLANGE DOWN. D I ISOMETRICIPRECAST BASE SECTION5. HE PRECAST BASE SECTION MAY HAVE A ROUNDED OUTLET PIPE, SEE PIPE INSTALLATION NOTES / / FLOOR, AND HE WALLS MAY BE SLOPED AT A RATE OF G L C L 1 H:24V OR STEEPER. NOTES 1& 5.HEAR GATE WITH CONTROL ROD FOR INVERT AND #3 BAR HOOP 6. HE OPENING SHALL BE MEASURED AT THE TOP OF THE ELEVATION PER PLANS CLEANOUT/DRAIN (ROD BENT AS REQUIRED 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS =--------- -------- RIM/FG PRECAST BASE SECTION. FOR VERTICAL ALIGNMENT WITH COVER) AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE / / 12" SECTION OF PIPE ATTACHED BY ER STD. PLAN 237.30 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE y SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS h INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR GASKETED BAND TO ALLOW REMOVAL MIN. DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS I BYPASS OVERFLOW WEIR I #3 BAR EACH NON -SHRINK APPLICATIONS IN ACCORDANCE WITH 12" O / CORNER 18' MIN. STANDARD SPECIFICATION 9.20.3(2). WELDED RESTRICTOR PLATE WITH OTHERWISE STATED IN MANUFACTURERS CONTRACT. / I ORIFICE DIET SPECIFIED, SEE NOTE 10 c 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER o W FLOW CONTROL RISER IMORTAR IN v1 r I S ECIFICAT ON 9-04.3N HEN APPLY MORTAR TO INSIDE SECTION A RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS :1 AND OUTSIDE OF ALL JOINTS. RINGS, RISERS, AND NOTES: SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS I FRAMES. 1, USE A MINIMUM OF A 54" DIAMETER TYPE 2 CATCH BASIN. RESPONSIBLE FOR VERIFYING PROJECT ENGINEERS -_ 9. MORTAR SHALL BE MIXED AND APPLIED PER RECOMMENDED BASE SPECIFICATIONS. lE OUT MANUFACTURER'S DIRECTIONS. 2. OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW. J. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL 6" U/ BASE 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY CONNECTING PIPES ALL PIPES MUST BE FLUSH WITH INSIDE TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS 3. METAL PARTS PREFERRED TO BE STAINLESS STEEL. ALUMINIZED STEEL, OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2, OR 5. SURFACE OF CONCRETE (PIPES CANNOT INTRUDE BEYOND 41 -0" DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 4. FRAME AND LADDER OR STEPS OFFSET SO: FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH ELEVATION VIEW RIGHT END VIEW 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND A. CLEANOU MB-DO GATE C VISIBLE FROM TOP. REMAIN VISIBLE UPON COMPLETION. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. DISCHARGE CHAMBER FLOOR. ALL PIPES SHALL BE SEALED SEE NOTE 1 C. FRAME IS CLEAR OF CURB. WATERTIGHT PER MANUFACTURERS STANDARD CONNECTION DETAIL. ALTERNATIVE PRECAST BASE SECTION 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIE I.D. LESS 1/4'. 4. CONTRACTOR RESPONSIBLE FOR CONTACTING CONTECH FOR UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) ACTIVATION OF UNIT MANUFACTURERS WARRANTY IS VOID STD. PLAN - 200.00 6. PROVIDE AT LEAST ONE 3' X .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3'-0- VERTICAL SPACING). WITHOUT PROPER ACTIVATION BY A CONTECH REPRESENTATIVE. PROPRIETARY AND CONFIDENTIAL: • PUBLIC WORKS APPR ED: 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. 5. VERTICAL HEIGHT VARIES BASED ON SITE SPECIFIC C74ONTECH" MWS-L-4-8-V-UCi ] DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 I :45 AIIm"ETILxkbs D R7HE IWORAMWIN CONTAINED IN INIS DOCUMENT IS THE SOLE 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER. REQUIREMENTS PROPERTY OF CONTECH AND I7S COMPAWS. M 0OCUMDVT' STORMWA TER BIOFIL TRA TION SYSTEM NOR ANY PART TNEREA� MMY BE USED, REPRODUCED OR ENGINEERED SOLUTIONS LLC . wak, w u ao. DATE 9, WHEN CONNECTING , U A NEW PIPE, USE A FLEXIBLE CONNECTOR ME MAT E IA BOOT WITH CORRUGATED PIE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING FOR PATEM INFORMATION, GO TO IN ANY UWNER WT1N OUT THE WRIITTEN CONSENT OF CONTECN STANDARD DETAIL TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. w ConwhES. ./IP www.Con%MU.com 10. IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN ELBOW RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICES ARE NOT REQUIRED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 237.00 • PUBLIC WORKS FLOW CONTROL STRUCTURE - WS40WO-d by NTS NTS "` DEPARTMENT RESTRICTOR TEE Martin Pastucha 8/13/20 0 I 8: Modular Wetland Water Quality Vault (SD A10) Catch Basin Type I__(:j) �ll�${i199BAd19D DATE FLOW CONTROL STRUCTURE DATA: 1" NYLON STRAPS INSTALL AND BLUE 4"x4" LOCATOR MARK 2 EACH CONTINUOUS ADHERE TURF TO AT CENTER OF COVER RIM AND IE PER PLAN (SD A5 ) BENEATH PANELIZED PAD, PANELIZED PAD PANELIZED PAD TOP OF RISER ELEVATION = 402.00 TRIM TO FIBER HEIGHT BOTTOM ORIFICE DIAMETER = 1.0625" " VEL R ROOF DOWNSPOUTELEVATION 'A' BOTTOM ORIFICE ELEVATION = 396.00 , PROVIDE TRANSITION INFILLED SYNTHETIC SEE ARCHITECTURAL TO 6" CLEANOUT AS RECTANGULAR NOTCH WIDTH = 0.25" TURF SYSTEM FOR SIZE, FINISH NECESSARY RECTANGULAR NOTCH HEIGHT = 15" AND DETAILS BUILDING WALL. SEE 4" VELCRO STRUCTURAL DETAILS. RECTANGULAR NOTCH ELEVATION = 400.75 SUPPLEMENTAL PAD 48" PAINT ABOVE GRADE 6" CLEANOUT WITH COVER TO BE FLUSH WITH PVC PIPE TO MATCH THREADED PLUG. ROOF DOWNSPOUT, SEE 4" ADJACENT SYNTHETIC TURF 4" DS. ARCHITECT TO INSTALL CLEANOUT ARCHITECTURAL FOR SIZE, NEW UTILITY ONCE IN PLACE REVIEW COLOR PARALLEL TO THE FINISH AND DETAILS. o a a o0 o c FACE OF THE BUILDING FINISH GRADE% INSTALL 6" PVC PIPE z -- ° 6" PVC PIPE WITH BELL END Coy 00 O a o0 O 6" CLEANOUT � � SEE ELEVATION 'B' EXPANDED POLYSTYRENE 24" a FOAM PAD CUT TO FINISH GRADE SUPPORT TOP PIPE NCONCRETE COLLAR z INTEGRATED DUCTILE NEW UTILITY IRON FRAME AND SOLID NYLOPLAST CATCH BASIN - GRATE (PER CIVIL) COVER AT NYLOPLAST CATCH BASIN PROVIDE FERNCO (SEE CIVIL) COUPLING OR APPROVED N EQUIV. AS REQUIRED ETHAFOAM PAD SHALL BE OUTSIDE PIPE DIAMETER X OUTSIDE PIPE ELEVATION 'B' DIAMETER X3 INCHES WHERE OUTSIDE DIAMETER REFERS TO THE BLUE 4"x4" 6" PVC PIPE (SEE PLAN) LARGER PIPE LOCATOR MARK 48" NOTE: CONTRACTOR SHALL VERIFY THAT MIN. OUTSIDE DIAMETER OF 6 SCH 10 a 0. GALVANIZED PIPE WILL FIT THE a NTS BELL END OF A 6" PVC PIPE 6 CAST IRON LONG 8 DRAINAGE PIPE - SWEEP WITH NO ° Flow Control Structure SEE SHEET F130 - CONCRETE COLLAR WHEN ORDERING MATERIALS. FOR PIPE TYPE _ _ INSTALL RUBBER GASKET HUBS/PLAIN END NYLOPLAST CATCH, 1 t IN COMPLIANCE WITH CITY OF RENTON STANDARDS OUTFLOW PIPE 24" BASIN BUILDING FOUNDATION. SEE STRUCTURAL DETAILS DEVELOPMENT ENGINEERING NT6 NTS HBray 06/24/2025 ' S Downspout Connection with Wye Cleanout Ethafoam Pad O� BASE COURSE 0 0 0 0 AGGREGATE AN AS DATE: BACKFILL w ° �� CIVIL CONSTRUCTION PERMIT CW /21/25 AJ SURVEYED: SCALE: VERTICAL: N D 1983 1 ` LINDBERGH HIGH SCHOOL 02-21-25 NTS �� CIVIL CONSTRUCTION PERMIT RESUBMITTAL CW /14/25 AJ HORIZONTAL: NAD 1983/1991A CITY OF � DESIGNED: �4z ' W - cw 06 25 AJ ACW ' FIELD IMPROVEMENTS FIELDBOOK: Turf Cover Nyloplast Basin CIVIL CONSTRUCTION PERMIT RESUBMITTAL / / RENTON DRAWN: PAGE: DJD/AJJ 43667 ONE INCH W DRAWING NO: ACOBSON ��C S-V0- CHECKED JAJ AT FULL SCALE DATUM Planning/Building/Public Works Dept. STORM DRAINAGE DETAILS C210 J ��I�NAIF NOT ONE INCH L ��� APPROVED: SCALE ACCORDINGLY SHEET: OF: o CONSULTING ENGINEERS 06 625 N0. REVISION BY DATE APPR JAJ 11 OF 4 R-434411 C:) O L0 N 0, LJ O N Ir I.'s T O N Q J r 0 0. co I O I NYLOPLAST 30" DRAIN BASIN: 2830AG o w _ _X o W U UU) WW0 o (1, 2) INTEGRATED DUCTILE IRON W LLI z Y � U Z FRAME & GRATE TO MATCH BASIN O.D. m Q w Q0� ° OppO 0 18" MIN WIDTH GUIDELINE o U �U= QpppOOpppOO� Lu W = vM OOOppoppppp pp INSERTA TEE DETAIL z wz NTS _ DO NOT INSTALL W 2 8" MIN THICKNESS GUIDELINE INSERTA-TEE AT Q 0Y CHAMBER JOINTS 0 Ui � MINIMUM PIPE BURIAL � o DEPTH PER PIPE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR A a MANUFACTURER (3) VARIABLE INVERT HEIGHTS RECOMMENDATION GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE = •N� _.,. _ z z m z o w o 0 0 o w AVAILABLE (ACCORDING TO DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, CONVEYANCE PIPE w a m o a w (MIN. MANUFACTURING PLANS/TAKE OFF) TRAFFIC LOADING, &OTHER APPLICABLE DESIGN FACTORS. MATERIAL MAY VARY z COLu . a . o m a f m E, w � P,W REQ. SAME AS MIN. SUMP) SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. (PVC, HDPE, ETC.) ( —a _ _ Z J (5) ADAPTER ANGLES ! o w N = a d VARIABLE 0° - 360° ACCORDING TO PLANS THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER m z o LL$ w w z o 0 � o � w o GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, a o w o o = N 0 CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. "- z a z w W zi ~ a wR9�2R"i BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE A mow `" a z o a PLACED &COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. INSERTA TEE a ; z % m o z CONNECTION INSERTA TEE TO BE INSTALLED, CENTERED _ 3'r Z wu Z 0_0 F o w w o g (X) OVER CORRUGATION � 0 z = ° a W (3) VARIABLE SUMP DEPTH SECTION A -A SIDE VIEW w m 3 w o d > a (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: ACCORDING TO PLANS PLACE ADSPLUS WOVEN GEOTEXTILE N uw (Do x z 0 w w x z z _ o w a (10" MIN. BASED ON (CENTERED ON INSERTA-TEE INLET) OVER 4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADSMANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), MANUFACTURING REQ.) BEDDING STONE FOR SCOUR PROTECTION PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED &RIBBED PVC / 6" MAT SIDE INLET CONNECTIONS. GEOTEXTILEIN MUST EXTEND 6" (150 mm) PAST CHAMBER FOOT WATERTIGHT JOINT (CORRUGAT ED HDPE SHOWN) \\i\� GRATE OPTIONS LOAD RATING 1 PART # DRAWING # NOTES: • PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS. CONTACT STORMTECH FOR MORE INFORMATION. PEDESTRIAN MEETS H-20 3099CGP 7001-110.220 STANDARD MEETS 11-20 3099GGS 7001-11D-221 SOLID COVER MEETS H-20 3099GGC 7001-11D-222 DOME NIA I I 7001-11a223 I�VIV IP%%' I MLJJ CIVI711VCCRIIVI7 JCRV IIICJ Ir IIVJCR IM I CC INLET MUST BE RAISED AS NOT ALL INVERTS ARE POSSIBLE. CHAMBER MAX DIAMETER OF INSERTA TEE HEIGHT FROM BASE OF CHAMBER (X) SC-310 6" (150 mm) 4" (100 mm) SC-740 10" (250 mm) 4" (100 mm) SC-800 10" (250 mm) 4" (100 mm) DC-780 10" (250 mm) 4" (100 mm) MC-3500 12" (300 mm) 6" (150 mm) MC-4500 12" (300 mm) 8" (200 mm) MC-7200 12" (300 mm) 8" (200 mm) INSERTA TEE FITTINGS AVAILABLE FOR SDR 26, SDR 35, SCH 40 IPS GASKETED & SOLVENT WELD, N-12, HP STORM, C-900 OR DUCTILE IRON oa 2 > C O N UU J CD COc') = 0U zv w CO 0 CO co w 0 �0 Q O J J v= 0 s ci E 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE W 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM D A GRADE 70TO PL. NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT / BBUF PHN(RDO, 9 Z3051 L 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 04-03-06 RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Nyloplast FAX (770) 932-2490 SEE DRAWING NO. CONNECTION STUB TECHNICAL INFORMATION SHOWN HEREIN www.nyloplast-US.COM 4 -DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO REVISED BY NMH PROJECT NOJNAME N ASTM 03212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE U CONTAINED HEREIN, OR MANUFACTURE OF ANY N-12 HP, &PVC SEWER (4" - 24"). DATE 03-1416 30 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0" TO 360". TO DETERMINE MINIMUM ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 02013 NYLOPL45T DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG N0. 7001.110.193 REV G NTS NTS 2 Nyloplast Drain Basin Detail StormTech Inserta Tee Side Inlet Connection I COMPACTED BACKFILL SLOPE MEETING10 BUILDING WALL. SEE GRADATION REQUIREMENTS FOR _ STRUCTURAL PLANS STRUCTURAL FILL (SEE NOTE 2) SLOPE TO DRAIN AWAY FROM STRUCTURE 392 4 �oao0� O� �ao� ooODo�----------------------------- I — -------- --------- ------------- --- 00_� 0000 O�_�n�000g0 a ° �O 391 d Q� PROPOSED 12" SD - GRAVEL BACKFILL FOR DRAINS �O� D��o�O IE 3894� (IN) NW ZO . 4 o� ooDDo WRAP WITH NON -WOVEN 3 PER PROJECT SPECIFICATIONS ��0 a�O�OaL�� 390----------------------- --- - -- _Q6---------- - �O� OOoo��O�O� SEPARATION FILTER FABRIC i 4 Q Lr-------. --Q------- O �OQ,Qa ° �0� O 6" SDR 35 PVC PERF PIPE EXTERIOR 389 li -- ------ L----\I �—=="--------------- = —Q---- — BUILDING FOOTING ���OO ---1 TI ------------ 71 — �� 1 SEE STRUCTURAL ���0� USE ONLY CONNECT TO STORM ►��\ �i ��` _ ��� i\ �� t��\ ,�/ PLANS a CONVEYANCE SYSTEM. SURROUND W/ DRAIN ROCK AS SHOWN 388 -- \--------------' - --13 11/4°—A---I- \� _ --d ---- 4----- 6" MIN EX 12" CPP d. EX 8" CPP 6" MIN � � IE 388.55 (IN) W I 388.45 (IN) E 387 EX 12" CPP EX 12" CPP IE 388.25 (IN) S IE 388.15 (OUT) N NOTES: 1. PIPE SHALL BE PLACED NO LOWER THAN 3" BELOW BOTTOM OF FOOTING 2. STRUCTURAL FILL SHALL MEET THE REQUIREMENTS OF SECTION 02200 IN COMPLIANCE WITH CITY OF RENTON STANDARDS OF THE PROJECT SPECIFICATIONS DEVELOPMENT ENGINEERING ' Scale:l"=2' 4 NTS HBray 06/24/2025 Existing Catch Basin Pipe Connections Not Used N. Jq � DATE: �As LINDBERGH HIGH SCHOOL 02-21-25 o ��1 CIVIL CONSTRUCTION PERMIT CW /21/25 AJ SURVEYED: SCALE: vERncAL: NAw lsaa . . NTS �� CIVIL CONSTRUCTION PERMIT RESUBMITTAL CW /14/25 AJ HORIZONTAL: NAD 1983/1991 CITY OF � DESIGNED: �4u ' W - cw 06 25 AJ ACW ' FIELD IMPROVEMENTS FIELDBOOK: Footing Drain CIVIL CONSTRUCTION PERMIT RESUBMITTAL / / RENTON DRAWN: WPAGE: ,It W� DJD/AJJ ONE INCH DRAWING NO: JAC"OBSON k� 43667 �� CHECKED: AT FULL SCALE DATUM STORM DRAINAGE DETAILS C 211 ����NE11v ���� APPROVED: SIF NOT ONE INCH CALE ACCORDINGLY Planning/Building/Public Works Dept. SHEEP: OF: CONSULTING ENGINEERS 06106125 NO. REVISION BY DATE APPR JAJ 12 OF 4 R-434412 O O O N A, LJ 00 T N Ir r1's T 1 N Q J PROPOSED LAYOUT NOTES Z �F 279 STORMTECH MC-7200 CHAMBERS • STRUCTURES SHOWN ON THIS DESIGN ARE NOT INTENDED FOR MANWAY ACCESS. INSPECTION AND MAINTENANCE OF THE SYSTEM VIA THESE STRUCTURES IS RECOMMENDED TO BE COMPLETED 1 a 0 0. 1 V M Q PROJECT INFORMATION �� siteAssist FOR STORMTECH I INSTALLATION INSTRUCTIONS VISIT OUR WEBSITE oil720 /j/A0® 28 STORMTECH MC-7200 END CAPS WITH REMOTE CONTROLLED EQUIPMENT, OR ADHERE TO GUIDANCE BY PROFESSIONAL MAINTENANCE COMPANY. 12 STONE ABOVE (in) 9 STONE BELOW (in) 40 % STONE VOID 78,559 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) 17944 SYSTEM AREA (ft') SYSTEM PERIMETER (ft) PROPOSED ELEVATIONS w � a p Ed Z CD O C> I- � w J O N O U o F � $ a ENGINEERED PRODUCT MANAGER: DENNIS HURT 206-747-8301 DENNIS.HURT@ADSPIPE.COM ADS SALES REP: CHARLIE CLICK 360-450-1932 CHARLIE.CLICK@ADSPIPE.COM PROJECT NO: S460045 Q Drainage Systems, Inc. 408.00 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) 403.50 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC) = IL I?Advanced oag Ll.l 403.00 MINIMUM ALLOWABLE GRADE NO TRAFFIC) _ ~ 5 ((UNPAVED 403.00 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) LU 403.00 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) o u. L I L I N D B E R G H HIGH SCHOOL FIELD IMPROVEMENTS 402.00 TOP OF STONE 401.38 TOP OF MC-7200 CHAMBER STRUCTURE PER PLAN ? o a g 399.38 8" TOP CONNECTION INVERT SHOWN AS 30" NYLOPLAST BASIN " 9 R E N TO N WA 396.67 INSERTA TEE SIDE INLET CONNECTION INVERT MAXIMUM OUTLET FLOW 1.4 CFS 395.19 24" ISOLATOR ROW PLUS CONNECTION INVERT (24" SUMP MIN) 396.08 8" BOTTOM CONNECTION INVERT s 396.00 BOTTOM OF MC-7200 CHAMBER w 395.25 BOTTOM OF STONE MC-7200 STORMTECH CHAMBER SPECIFICATIONS IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-7200 CHAMBER SYSTEM 0 o w 1. CHAMBERS SHALL BE STORMTECH MC-7200. 1. STORMTECH MC-7200 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE CONSTRUCTION MEETING WITH THE INSTALLERS -_----- _ j,! 6 L'- 2. CHAMBERS SHALL BE ARCH -SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT -MODIFIED POLYPROPYLENE 2. STORMTECH MC-7200 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE'STORMTECH MC-7200 CONSTRUCTION GUIDE". COPOLYMERS. 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR EXCAVATOR SITUATED OVER THE CHAMBERS. 3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED STORMTECH RECOMMENDS 3 BACKFILL METHODS: WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 60x101. . STONES HOOTER LOCATED OFF THE CHAMBER BED. BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD • BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE __- STRUCTURE A6 PER PLAN SHOWN AS 30" NYLOPLAST BASIN THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. (24" SUMP MIN) LONG -DURATION DEAD LOADS AND 2) SHORT -DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6. MAINTAIN MINIMUM - 9" (230 mm) SPACING BETWEEN THE CHAMBER ROWS. 6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, 7. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS. "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". M LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) EMBEDMENT BEDENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED CONCRETE; AASHTO M43 #3, 357, 4, OR 57. MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 5, 56, 9. STONE SHALL BE BROUGHT UP EVENLY AROUND CHAMBERS SO AS NOT TO DISTORT THE CHAMBER SHAPE. STONE DEPTHS SHOULD NEVER STRUCTURE A5 PER PLAN SHOWN AS 30" NYLOPLAST BASIN 7. REQUIREMENTS FOR HANDLING AND INSTALLATION: DIFFER BY MORE THAN 12" (300 mm) BETWEEN ADJACENT CHAMBER ROWS. (24" SUMP MIN) • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. 10. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". 11. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIAL BEARING CAPACITIES TO THE SITE DESIGN 8" ADS N-12 TOP CONNECTION • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE ENGINEER. INVERT 40.5" ABOVE CHAMBER BASE GREATER THAN OR EQUAL TO 500 LBS/FTN/o. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73- F / 23° C), CHAMBERS SHALL BE 12. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. 8" X 22.5° ADS N-12 BEND 8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN NOTES FOR CONSTRUCTION EQUIPMENT ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE 1. STORMTECH MC-7200 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE'STORMTECH MC-7200 CONSTRUCTION GUIDE". DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: • THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. 2. THE USE OF EQUIPMENT OVER MC-7200 CHAMBERS IS LIMITED: • THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. STRUCTURE A4 PER PLAN SHOWN OWN AS S 3030 " NYLOPLAST BASIN DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO • NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE BYPASS MANIFOLD LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. WITH THE "STORMTECH MC-7200 CONSTRUCTION GUIDE". "SUMP MIN24 () • THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN • WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-7200 CONSTRUCTION GUIDE". EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. (I I\/III V N ADS I NVERT /� (TYP 6 i % STRUC SHOWN W/ELEV (24" SU 1 IT 8Fl I " ADS / INVERT71, 1 N-12 BOTTOM CONNECTION 1.01"ABOVE CHAMBER BASE PLACES) TURE A3 PER PLAN AS 30" NYLOPLAST BASIN ATED BYPASS MANIFOLD " w Y o �� o ff� � MP MIN) y O U r N-12 TOP CONNECTION ® 0 40.5" ABOVE CHAMBER BASE t N E� t (n � N OW lt7 O O O NU 1 o w �a o� 0] OF 8" X 22.5° ADS N-12 BEND _ 0 UjCr O o Q N o� 9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE \�\ \ TY PARTIAL CUT END 4" BOTTRT#OM ONNE 1E ONS OR ISOLATOR PLUS n 10. MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECHNICAL NOTE 6.32 FOR MANIFOLD SIZING GUIDANCE. DUE TO BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD \ ISOLATOR ROW PLUS (SEE DETAIL) TYP OF ALL MC-7200 24" BOTTOM CONNECTIONS AND ISOLATOR PLUS � b � WARRANTY THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND \ ROWS COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. CONTACT STORMTECH AT 1-800-821-6710 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. _ PLACE MINIMUM 17.5' OF ADSPLUS125 WOVEN GEOTEXTILE _ 3 11. ADS DOES NOT DESIGN OR PROVIDE MEMBRANE LINER SYSTEMS. TO MINIMIZE THE LEAKAGE POTENTIAL OF LINER SYSTEMS, THE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET o MEMBRANE LINER SYSTEM SHOULD BE DESIGNED BY A KNOWLEDGEABLE GEOTEXTILE PROFESSIONAL AND INSTALLED BY A FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS 6" INSERTA TEE SIDE INLET CONNECTION STRUCTURE A2 PER PLAN QUALIFIED CONTRACTOR. MAXIMUM INLET FLOW 0.6 CFS SHOWN AS 30" NYLOPLAST BASIN � BED LIMITS INVERT 8" ABOVE CHAMBER BASE W/ELEVATED BYPASS MANIFOLD SHEET (SEE DETAIL! FIELD INSTALL) MAXIMUM INLET FLOW 1.7 CFS 0=5 ADS, INC. (24" SUMP MIN) OF NTS NTS StormTech MC-7200 Chamber Specifications StormTech Proposed Layout IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ` �' IL HBray 06/24/2025 NTS Not Used DATE: OF V�Ag� SURVEYED: SCALE: CIVIL CONSTRUCTION PERMIT CW /21/25 AJ vERT1CAL: NAw tsaa • . LINDBERGH HIGH SCHOOL 02-21-25 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CW /14/25 AJ HORIZONTAL: NAD 1983/1991 CITY OF DESIGNED: FIELDBOOK: CIVIL CONSTRUCTION PERMIT RESUBMITTAL CW /06/25 AJ Acw DRAWN: RENTON FIELD IMPROVEMENTS PAGE: DJD/AJJ ONE INCH DRAWING NO: JACOBSON��C s6T�RCHECKED: AT FULL SCALE DATUM Planning/Building/Public Works Dept. STORM DRAINAGE DETAILS C212 ���ONAL ��� APPROVED: SCALE ACCORDINGLY SHEET: OR JAJ IF NOT ONE INCH �� CONSULTING ENGINEERS N0. REVISION BY DATE APPR JAJ 13OF 4 R-434413 1T` V J u J N W I N Ir I.'s T N J 0 0 0. ACCEPTABLE FILL MATERIALS: STORMTECH MC-7200 CHAMBER SYSTEMSuj W ¢JLu �F C)Z V COVER PIPE CONNECTION TO END CAP WITH ADS OPTIONAL INSPECTION PORT U V r GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE � (o MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT 0 MC-7200CHAMBER C1. o 0 < Y$ - MC-7200 END CAP o Q z U 33 FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS FROM THE w w ° _ w g PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED _ ° TOP OF THE'C' LAYER TO THE BOTTOM OF FLEXIBLE ANY SOIUROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S Z U Z o U D N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND O O " - O O u, PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. O PREPARATION REQUIREMENTS. F- N ° O Z N $F THAT PAVEMENT SUBBASE MAY BE PART OF THE'D' LAYER U Z o g = Z o N F W STORMTECH HIGHLY RECOMMENDS v N o `� AASHTO M145' = D'_ FLEXSTORM INSERTS IN ANY UPSTREAM = Of Q GRANULAR WELL -GRADED SOIL/AGGREGATE MIXTURES, a35 % A-1, A-2-4, A-3 BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL = _ STRUCTURES WITH OPEN GRATES o INITIAL FILL: FILL MATERIAL FOR LAYER'C' STARTS FROM (; g = g THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (6D0 FINES OR PROCESSED AGGREGATE. OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL = w C OR LAYERS IN 12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTORCD W ELEVATED BYPASS MANIFOLD $ mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT U ° MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE w LU w °O LU U PAVEMENT SUBBASE MAY BE A PART OF THE'C' LAYER. uw m I— THIS LAYER, AASHTO M43 DENSITY FOR PROCESSED AGGREGATE MATERIALS. z h a o p 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 p a g z o a g EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS , ' f B FROM THE FOUNDATION STONE (W LAYER) TO THE'C' LAYER CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED CONCRETES AASHTO M43 NO COMPACTION REQUIRED 9 g ABOVE. 3, 357, 4, 467, 5, 56, 57 FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE a A CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED CONCRETES AASHTO M, 5 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.' .3 SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. 3, 357, 4, 467, 5, 56, 57 PLEASE NOTE: 3' N 1 - ' o ° SUMP DEPTH TBD BY 0 o rc o 0 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN CRUSHED ANGULAR. FOR EXAMPLE A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN CRUSHED ANGULAR N0.4 AASHTO M43 STONE". ° w ( ) R� SITE DESIGN ENGINEER NYLOPLAST 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. ° u $ (24" [600 mm] MIN RECOMMENDED) � 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR 8 w COMPACTION REQUIREMENTS. ° 24" (600 mm) HDPE ACCESS PIPE REQUIRED ONE LAYER OF ADSPLUS125 WOVEN GEOTEXTILE BETWEEN N IE ° 0 1 ff "' FOUNDATION TONE AND CHAMBERS 4. ONCE LAYER'C' IS PLACED, ANY SOIUMATERIAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. w USE FACTORY PARTIAL CUT END CAP PART #: OU S C S w 5. WHERE RECYCLED CONCRETE AGGREGATE IS USED IN LAYERS W OR 'B' THE MATERIAL SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OUTLINED IN TECHNICAL NOTE 6.20 "RECYCLED CONCRETE STRUCTURAL BACKFILL". ° MC72001EPP24B OR MC72001EPP24BW 10.3' (3.1 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS ° 6 5 € ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND MC-7200 ISOLATOR ROW PLUS DETAILNTS CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS PAVEMENT LAYER (DESIGNED o $ ° 99 BY SITE DESIGN ENGINEER) n � 8� q a D 'TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED 1 T Z INSTALLATIONS VVH RE RUTTING FROM VEHICLES MAY OCCUR, y� PERIMETER STONE C INCREASE COVER TO30'Q50mm), 24" (2.1m)TOPOFGRAVEL402.00 (SEE NOTE 4) p 12" (300 mm) MIN TOP OF CHAMBER 401.00 c.� B W INSPECTION & MAINTENANCE F �, V THIS CROSS SECTION DETAIL REPRESENTS ® STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT a $ EXCAVATION WALL 1`1111, rill�l7„ ii� '� 60" 0 A. INSPECTION PORTS (IF PRESENT) p +I [ MINIMUM REQUIREMENTS FOR INSTALLATION. t ~ J (CAN BE SLOPED OR VERTICAL) ! ' 1 I i 1 - (1524 mm) O7 ' A. 1. REMOVE/OPEN LID ON NYLOPLAS I INLINE DRAIN ® 0 f PLEASE SEE THE LAYOUT SHEET(S) FOR y PROJECT SPECIFIC REQUIREMENTS. a ° A.2. REMOVE AND CLEAN FLEX STORM FILTER IF INSTALLED N 3333 1 x A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG 3 TOP of GRAVEL 3e6.00 _ AA LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) R 3 t —.� w A F CHAMBER 39525 E CO 0 4 A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 MM) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. a z 9" (230 mm) MIN L N 19 B. ALL ISOLATOR PLUS ROWS O $ (SEE NOTE 3) O 0 B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS ry 12" (300 mm) MIN - - y, }� M 00 B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE o MC-7200 100" (2540 mm) - 12" (300 mm) MIN /A t i) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID CONFINED SPACE ENTRY �1 0 SUBGRADE SOILS (230 mm) MIN N U ° ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE i END CAP (SEE NOTE 3) ® B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. 82 .15 N m STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS nOis m m A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED m ° Q _ B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN w O C. VACUUM STRUCTURE SUMP AS REQUIRED w O �o Do NOTES: Q o STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS, RECORD OBSERVATIONS AND ACTIONS. w 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 6OX101 _ STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. 2. MC-7200 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. REFERENCE STORMTECH DESIGN MANUAL FOR BEARING CAPACITY GUIDANCE. NOTES a 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. $ 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. �$ • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/FT!%. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F/ 23' C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. SHEET SHEET 4 OF 7 5 OF 7 NTS NTS StormTech Cross Section StormTech Isolator Row INSERTA TEE DETAIL MC-7200 TECHNICAL SPECIFICATION L NTS NTS w QJ DO NOT INSTALL CREST C> Z V INSERTA-TEE AT VALLEY d CHAMBER JOINTS 1 i STIFFENING RIB WEB o Q Y$ w LOWER JOINT UPPER JOINT w ?y QQ w A-- CORRUGATION CORRUGATION 6 J Z a' U £ EX CURB CONVEYANCE PIPE 79.t" O u�91 MATERIAL MAY VARY 83.4" CREST v Z 9 5 (20tA LE c� W (2120mm) STIFFENING � � g� KEYSTONE STANDARD BLOCK OR (PVC, HDPE, ETC.) INSTALLED = RIB o � _ APPROVED EQUIVALENT (TYP) ,( I M J CD N ~ II iI N' _ W WCIO ° B I I V Z O � 12' INSERTA TEE A- BUILD ROW IN THIS DIRECTION FOOT o a z CONNECTION y INSERTA TEE TO BE S2 1 u INSTALLED, CENTERED � N OVER CORRUGATION y - SECTION A -A SIDEVIEW a n� NORTH -SOUTH PLACE ADSPLUS WOVEN GEOTEXTILE / \ w Lu (CENTERED ON INSERTA-TEE INLET) OVER 60.0" 32.8" < a 61.0" (1524 mm) (833 mm) BEDDING STONE FOR SCOUR PROTECTION AT MAX DIAMETER OF HEIGHT FROM BASE (1549 mm) INSTALLED pp� SIDE INLET CONNECTIONS. GEOTEXTILE MUST C INSERTA TEE OF CHAMBER (X) c gNit EXTEND 6" (150 mm) PAST CHAMBER FOOT - o SC-310 6" (150 mm) 4" (100 mm) SC-740 10" (250 mm) 4" (100 mm) Jgg 1 I H iD SC-800 10" (250 mm) 4" (100 mm) o NOTES: DC-780 10" (250 mm) 4" (100 mm) — 1 oo.(r' (25ao mm) — _ 90.0" (2286 mm> _ ° SOLID WHITE SYMBOL, • PART NUMBERS WILL VARY BASED ON INLET PIPE MC-3500 12" (300 mm) 6" (150 mm) 6" HEIGHT (TYP) w MATERIALS. CONTACT STORMTECH FOR MORE NOMINAL CHAMBER SPECIFICATIONS �W = MC-4500 12" (300 mm) 8" (200 mm) SIZE (W X H X INSTALLED LENGTH) 100.0" X 60.0" X 79.1" (2540 mm X 1524 mm X 2010 mm) ; �~ INFORMATION. CHAMBER STORAGE 175.9 CUBIC FEET (4.98 m') ° Z • CONTACT ADS ENGINEERING SERVICES IF INSERTA TEE MC-7200 12" (300 mm) 8" (200 mm) MINIMUM INSTALLED STORAGE' 267.3 CUBIC FEET (7.56 m') — INLET MUST BE RAISED AS NOT ALL INVERTS ARE INSERTA TEE FITTINGS AVAILABLE FOR SDR 26, SDR 35, SCH 40 IPS a o ° POSSIBLE. GASKETED &SOLVENT WELD, N-12, HP STORM, C-900 OR DUCTILE IRON WEIGHT (NOMINAL) 205 Ibs. (92.9 kg) oO c-I NOMINAL END CAP SPECIFICATIONS _ 38.0" c I W � ff 61 (965 mm) MC -SERIES END CAP INSERTION DETAIL SIZE (W X H X INSTALLED LENGTH) 90.0" X 61.0" X 32.8" (2286 mm X 1549 mm X 833 mm) .6 U NTS END CAP STORAGE 39.5 CUBIC FEET (1.12 m') O MINIMUM INSTALLED STORAGE" 115.3 CUBIC FEET (3.26 m') = 3 z WEIGHT (NOMINAL) 90 Ibs. (40.8 kg) w STORMTECH END CAP ti EAST -WEST -ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS, 12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. of 12" (300 mm) on. a MIN SEPARATION PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH 'T' N 12" (300 mm) MIN INSERTION - END CAPS VITH A PREFABRICATED WELDED STUB END WITH "W' 1 r > PART # STUB B C B E 8-7/$11 MATCH EX GRADE MC72001EPP06T 6" ( 150 mm) 42.54" (1081 mm) - L MANIFOLD STUB / MC72001EPP06B - 0.86" (22 mm) 1 o 40 INCHES ' MC72001EPP08T 40.50" (1029 mm) I/� L m g" (200 mm) MANIFOLD HEADER -" i MC72001EPP08B -- 1 01" (26 mm) N O o MC72001EPPIOT 10" (250 mm) 38.3T' (975 mm) - / MC72001EPP10B -- 1.33" (34 mm) J N �. MC72001EPP12T 35.69" (907 mm) __ m o MC72001EPP12B 12" (300 mm) _ 1.55" (39 mm) C ¢z¢ g MC72001EPP15T 32.72" (831 mm) -- I LU 0 h 15" (375 mm) - 1 i g MANIFOLD HEADER MC72001EPP15B 1.70" (43 mm) !j MC7200IEPP18T o ¢ w NTS MANIFOLD STUB 29.36 (746 mm) - CUSTOM PREFABRICATED INVERTS $ MC72001EPP18TW }l' MC72001EPP18B 18 (450mm) ARE AVAILABLE UPON REQUEST. �_ ° Block Wall MC72001EPP186W -- 1.97" (50 mm) INVENTORIED MANIFOLDS INCLUDE - 12-24" (300-600 mm) SIZE ON SIZE MC72001EPP24T 23.05" (585 mm) AND 15-48" (375-1200 mm) 44 12" (300 mm) MC72001EPP24TW "(600mm) - ECCENTRIC MANIFOLDS. CUSTOM IN COMPLIANCE WITH CITY OF RENTON STANDARDS _ 12" (300 mm) MC72001EPP248 INVERT LOCATIONS ON THE MC-7200 C e MIN SEPARATION MIN INSERTION _ 2.26" (57 mm) END CAP CUT IN THE FIELD ARE NOT MC72001E PP24 BW g NOTES MC72001EPP30BW 30" (750 mm) -- 2.95" (75 mm) RECOMMENDED FOR PIPE SIZES GREATER THAN IO"(250mm).THE 0 1. SHARED LANE MARKING IN ACCORDANCE WITH 0:1 MC72001EPP36BW 36"(900mm) - 3.25"(83mm) INVERT LOCATION INCOLUMN'B' �a MUTCD SECTION 9C.07.DEVELOPMENT ENGINEERING NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL MC72001EPP42BW 42" (1050 mm) - 3.55" (90 mm) ARE THE HIGHEST POSSIBLE FOR FOR A PROPER FIT IN END CAP OPENING. THE PIPE SIZE. SHEET NOTE: ALL DIMENSIONS ARE NOMINAL 6 OF 7 H B ray 06/24/2025 2. PAVEMENT MARKINGS SHALL ADHERE TO RENTON STANDARD PLAN 109 NTS NTS A• JAB StormTech Connection Details Bicycle Sharrow OF V1AS� SURVEYED: SCALE: DATE: CIVIL CONSTRUCTION PERMIT CW /21/25 AJ VERTICAL: NAM 1988 HORIZONTAL: • . LINDBERGH HIGH SCHOOL 02-21-25 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CW /14/25 AJ NAD 1983/1991 CITY OF \\\ DESIGNED: FIELDBOOK: CIVIL CONSTRUCTION PERMIT RESUBMITTAL ACW /06/25 JAJ Acw DRAWN: RENTON FIELD IMPROVEMENTS PAGE: W� DJD/AJJ ONE INCH DRAWING NO: R 43667 CHECKED: DATUM JACOBSONIF NOT ONE s��O1IA,tr- �I. JAJ SCALE ACCORDINGLY CAIE Planning/Building/Public Works Dept. GRADING & STORM DRAINAGE DETAILS C213 CH C 0 N S U L T I N G E N G I N E E R S NO. REVISION BY DATE APPR APPROVED: SHEET: OF: JAJ 1 14 OF 4 N 0, LJ 00 I N It r.� T LO C:) L J N Q J R-434414 Im VI LL O w a I .°3 m m t N I M QQO U N O I 0 0 0 N U m c m E m 0 L a E m 0 0 o_ N R-434415 O O O LO N A, u 00 T C) C) C) C) N rr ,a /T- L J C) C) C) C) N Q D J t 0 a N R-434416 rN- O O LO N W u H H H LO N rr n H H H LO N Q D J 3 v d x N N H Z w C) U m !n m m In r a J O I .3 O 0 m ca In J N li U U1 O d Lj Y Z J 4 ��D� HOGAN D.A. Hogan & Associates, inc. 1450 114th Ave. SE, Suite 225 Bellevue, WA 98004 206-285-0400 QV AS Z BOA FGIST ERN sjONAL E� CIVIL CONSTRUCTION PERMIT 2/21/251 SURVEYED: CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 14 25 DESIGNED: EJG CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25 DRAWN: LRB CHECKED: EJG N0, REVISION BY DATE APPR APPROVED: EJG SCALE: 1 "=80' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY LEGAL DESCRIPTION SE 1/4 OF NE 1/4 STR 28-23-05 LESS S 250 FT OF E 523 FT OF W 553 FT LESS CO RD PER RENTON DECLARATION OF LOT COMBINATION LUA 22-000106 REC #20240507000960 SITE DATA TAX PARCEL NO. 282305-9004 ADDRESS: 16426 128TH AVE SE LOT COVERAGE TOTAL SITE AREA: 1,622,480 SF EXISTING SITE IMPERIVIOUS AREA: 921,229 SF EXISTING IMPERVIOUS COVERAGE: 56.8% PROPOSED SITE IMPERVIOUS AREA: 930,485 SF PROPOSED IMPERVIOUS COVERAGE: 57.3% BUILDING AREA: 214,843 SF BUILDING COVERAGE: 13.2% EXISTING PAVEMENT AREA: 423,171 SF NEW PAVEMENT AREA: 4,606 SF TOTAL PAVEMENT AREA: 427,777 SF PARKING ANALYSIS: N/A BUILDING ANALYSIS: N/A - PROPOSED BUILDINGS ARE NOT OCCUPIABLE ON -SITE WETLAND AREA: 0 SF LEGEND m=IIIIIIII IIIIIIII==gym LIMIT OF WORK � � i � PROPERTY LINE SETBACK LINE 425.96' 427.79' 428.03' P°w°° A4 FIELD LIGHT POLE (70'-80' HT.) OD 36 + 6 PARKING (STD. + ADA) (325 + 15 TOTAL) NO CHANGE PROPOSED NEW / REPLACED HARD SURFACE (143,615 SF) LEGEND: 0 -4�B. 4261.Ip 42C1P SOFTBALL 3rd BASE DUGOUT 114 NORTH AO SOFTBALL FIELD; NEW SYNTHETIC TURF SURFACING OVER EXISTING PLAYING SURFACES OVERALL FOOTPRINT. 0 10' 10' BO BASEBALL FIELD; NEW SYNTHETIC TURF SURFACING OVER EXISTING PLAYING SURFACES OVERALL FOOTPRINT. SCALE: 1" = 10' CO SOFTBALL+ BASEBALL BATTING CAGES. MODIFIED EXISTING BATTING CAGES WITH NEW SYNTHETIC TURF AND PERMEABLE AGGREGATE SYSTEM. DO MUSCO FIELD LIGHTING; 50fc INFIELD, 30fc OUTFIELD, LED. POLES 70' - 80' HEIGHT. EO NEW BASEBALL / SOFTBALL DUGOUTS; EXPANDED TO 8' DEPTH x40' LENGTH, 30' OF PLAYER BENCHES. PARTIAL WIND SCREEN WRAP. FO PORTABLE SANITARY FACILITIES; 2 EACH ACCESSIBLE UNITS ON A CONCRETE SERVICE PAD. GO ADDITIONAL HARDSCAPE (CONCRETE), ACCOMMODATES THE FOLLOWING: IMPROVED ACCESS TO LOCKER/STORAGE AREA IN EXISTING SCHOOL, SEATING, ETC. HO BID ALTERNATE #1: SCOREBOARDS; ONE AT EACH FIELD 8' x 24'. 20' OVERALL HEIGHT. 0 PUBLIC ADDRESS SYSTEM, INCLUDES POWER ACCESS / 110v - 30amp FOR PORTABLE EQUIPMENT. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM NORTH CITY OF RENTON Planning/Building/Public Works Dept. R-434417 IN COMPLIANCE WITH CITY OF RENTON STANDARDS E OPMENT ENGINEERINGray 06/24/2025 LINDBERGH HIGH SCHOOL FIELD IMPROVEMENTS LAND USE SITE PLAN DATE: 21 FEB 2025 PAGE: F001 SHEET:OF: 7 42 0 0 N r Ln 0- Q J L0 Q J i 0 W UTILITY LEGEND _.. .. .._ IRRIGATION MAINLINE N IRRIGATION VALVE STRUCTURE STORM DRAINAGE COLLECTOR PIPE • o ® STORM DRAINAGE STRUCTURE STORM DRAINAGE BASIN ELECTRICAL CONDUIT El ELECTRICAL STRUCTURE QOQ W Q04 FIELD LIGHT POLE R-434418 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HBray 06/24/2025 ' NORTH � �ti of �As � � `a z K&I"� � HOGAN%1�0"RENTON � D.A. Hogan & Associates, inc. �01, FG/STER� 1450 114th Ave. SE, Suite 225 SIGNAL E��\ Bellevue, WA 98004 206-285-0400 CIVIL CONSTRUCTION PERMIT 2/21/25 SURVEYED: SCALE: ++ + 1 =40 VERTICAL: NAVD 198e HORIZONTAL: NAD , 983/, 99, DATUM CITY OF � Plonning/Building/Public Works Dept. LINDBERGH HIGH SCHOOL FIELD IMPROVEMENTS COMPOSITE UTILITY PLAN DATE: 2 � F E B 2025 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 14 25 DESIGNED: EJG CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25 FlELDBOOK: PAGE: DRAWN: LRB ONE INCH DRAWING NO: F002 CHECKED: JG AT FULL SCALE IF T ONE INCH SCALE NO. REVISION BY DATE APPR APPROVED: EJG SHEET: Q OF:42 0 0 LO N r 00 T C) O O O i L(� N n Q J "r— L J C) N Q J f n 3 x x N N H Z w C) U m m m In r 0 3 0 m m m In r J N li U Y Iv J 4 — — — — — — — S � NOTE LEGEND S 1. (INDICATES GENERAL CONSTRUCTION NOTE) 46�o' b� 1 r / �/ / / / / — / — \ — 3O (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) + + + + + + �\ — Cy) + __ — — — _ SITE PREPARATION NOTES o T + �- (7 �` - b` — pc D� p \ �i / 1. CALL 8-1-1 BEFORE YOU DIG. LOCATE, IDENTIFY AND VERIFY CONDITION OF ALL SITE UTILITIES PRIOR TO COMMENCING THE O ��"O \�, -'\ \ - LO WORK. LLI / / / a !{, / / / / 4/ PROVIDE TEMPORARY PROTECTION ON EXISTING PAVEMENTS FOR ALL CONSTRUCTION TRAFFIC AT FIELD ACCESS POINTS. O TEMPORARY PROTECTION SHALL INCLUDE A MINIMUM OF THE FOLLOWING: (D 2.1. STRUCTURAL FABRIC OR GEOTEXTILE LAYER U 06 / ✓ / + \ ��� 1 11 I 2.2. 3/4 INCH PLYWOOD (TWO DEEP) 4 I CATCH BASIN e{, P / _ _ _ Oj L I 1 3. PROTECT EXISTING ADJACENT SURFACES FROM DAMAGE DURING CONSTRUCTION. RESTORE ALL DISTURBED AREAS TO Vd. / / + 10 �� y0 �(j \ I I I I I I I I I OT ORIGINAL OR BETTER CONDITION. 1 N I I I I I I I f l \ \ 4. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL GATES AND FENCES AT PERIMETER OF THIS SITE TO ESTABLISH A 9 19 Q �� ! 1 I I I I I I SECURE WORK AREA. WORK SHALL INCLUDE TEMPORARY 6' HIGH CHAIN LINK FENCING AT THE STAGING AND STORAGE AREAS. (TYP.) 5. REFER TO CIVIL SHEETS FOR TESC MEASURES AND ALL DEMOLITION OUTSIDE THE LIMITS OF THE BASEBALL AND SOFTBALL / 5 _ d Qj� / `J + I I I \ FIELDS. 00 8 I I i o 6. COORDINATE WITH THE ARCHITECT AND DISTRICT MAINTENANCE STAFF TO FIELD LOCATE LOCATION OF EXISTING IRRIGATION r 01p �Q Q �o� + ( I I / / SYSTEM COMPONENTS INCLUDING MAIN LINE, LATERAL PIPING AND EXISTING CONTROLLER WITHIN AREA OF WORK. O �J A Q� CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING IRRIGATION MAINLINE. REMOVE EXISTING IRRIGATION CONTROL VALVES o�!O\) AND CORRESPONDING BOXES AND VAULTS AND DELIVER TO THE OWNER ON SITE UNLESS OTHERWISE NOTED. CAP AND O // / %? / \ pp• , `� O� GOB \(`. _ N + I I I \ PROTECT EXISTING IRRIGATION MAINLINE TO REMAIN AT GATE VALVE FOR CONNECTION TO NEW IRRIGATION MAINLINE LOOP. o �/ — 8O REMOVE EXISTING IRRIGATION SPRINKLER HEADS AND RISER ASSEMBLIES IN THE FIELD, CLEAN, PACKAGE AND DELIVER TO THE N '\ 'L I J OWNER ONSITE. + 4 j % p �j (TYP. , + p ^\00 D` STRIP AREA OF EXISTING SOD AND ORGANIC MATERIALS AND DISPOSE OF OFF SITE. ALL EXCESS AND UNSUITABLE SOIL 0- 8 + �, A d < /' D� + I I �6,0� '' ! �J O MATERIALS SHALL BE REMOVED AND DISPOSED OF OFF SITE. / / j' // (/ P•)/ / — — /�� \ y,��' \ D� I \;YJ`S//76 G 0PROTECT EXISTING CATCH BASINS TO REMAIN DURING CONSTRUCTION. INSTALLTESC MEASURES AROUND RIMS AND � MAINTAIN THROUGHOUT CONSTRUCTION. CLEAN DEBRIS FROM DRAINAGE SYSTEM BASINS WITHIN THE LIMIT OF WORK. REFER + OObdJ � , J I J / TO CIVIL PLANS. < / 11. NOT USED. `��„ ` 12. REMOVE EXISTING CHAIN LINK FENCING FABRIC AND DISPOSE OF OFF SITE. PROTECTTHE EXISTING FENCE POSTS, 0/V1v'�� j / + I 1 \\ FOUNDATIONS AND CONCRETE CURB TO REMAIN. 0 + I a A \ �' �' / ,Ohl �`b \< + + 1 CUT AND CAP SUBSURFACE DRAINAGE LATERALS AS SHOWN. r 9 19 0r�• � ° d ti., �6 �� 13. + 1 1 � LO 14. REMOVE BASES, PLATES AND ANCHORS. CLEAN AND RETURN BASES AND PLATES TO THE OWNER ON SITE. BACKFILL ALL VOIDS (TYP.) 0 0�\\ J �Q1 li + \\ \ O WITH STRUCTURAL FILL, COMPACTED TO 95%. O + p' �\ \\ \\ 15. REMOVE FOUL POLES AND FOUNDATIONS. O + 16. EXISTING BACKSTOP, WING FENCING AND OUTFIELD FENCING SHALL REMAIN IN PLACE, EXCEPTAS OTHERWISE NOTED. ATTHE LO \ 1 \ O 0�J7�a 1 CONTRACTOR'S OPTION, SECTIONS OF THE EXISTING RAILS AND FABRIC TO REMAIN MAY BE REMOVED AND REINSTALLED TO N G\ + + \ 1 CI II �'<<QJ / FACILITATE THE ON -FIELD WORK AND OTHER MODIFICATIONS. 00 / / / 17. REMOVE TOP 3" OF ORGANICS AND AGGREGATE FROM THE BATTING CAGES. PROTECT EXISTING FENCE POSTS, FABRIC AND 0, + J �j 1S6,b L RAILS TO REMAIN. J X�) \G �� z- I II 18. REMOVE EXISTING BENCHES AT EACH BULLPEN. BACKFILL ALL VOIDS WITH STRUCTURAL FILL, COMPACTED TO 95%. s�`�( N �� \ \ h pcp ` I I II 1 O ��r 0 19. BACKFILL ALL VOIDS AND EXCAVATED AREAS WITH APPROVED STRUCTURAL FILL MATERIAL IN 12 INCH MAXIMUM LIFTS 0- / z> I �O NO A G �O� �p�' n 1 1 1 1 r O COMPACTED TO 95% MINIMUM. �06 1 1 I / + \N61 p / � CATCH BASIN 20. PROTECT ALL UTILITIES TO REMAIN FROM DAMAGE THROUGH CONSTRUCTION. � • \' 0! , I � I \ 1 8 �O �O j �b o S i 11 1 \ \ \ PROTECTION (TYP.) 21. PROTECT EXISTING SIDEWALK TO REMAIN. I / �° d\° I 11 — (TYP.) ° � DO 9� I 1 1 1 — O '� II Q i� + I .�� Ol�`��, o� "��O'lN '��13 \�'J• 0� / 1 I I 21 \ ` ------ 5 �- �O A ��' d°•. 0 (TYOP O��p 1 i i , 1 (TYP_) �� ; SITE PREPARATION LEGEND \ �� 1 `\ 7 a0 G\ -'T OHO . aOcS%J \� ( i I 6 / �� �' � II I + �p / - � 4'� — —� I / EXISTING NATURAL TURF TO BE REMOVED AND p 1 J / ,� r, — —il DISPOSED OF OFF SITE 0 �� (TYP.)\ N d ,\0 ( P. \ I F, d C� 1 I / EXISTING INFIELD SOIL TO BE REMOVED AND �z �/ I Tl j \ O 1 W ° DISPOSED OF OFF SITE �J 1 + O /��- O `L \ 00 / � , EXISTING CRUSHED ROCK WARNING TRACK TO GO =S 0. =S 0�i A \ d �010 0 I \� 1 / / l l j \ / / c� + + BE REMOVED AND DISPOSED OF OFF SITE UC) \\ 1 I �10 (TYP.) \� 6' (' 90�0 6 G\� ° o ��, •O �� S p�' O 0 / , EXCAVATE TOP 2 OF PEA GRAVEL AT DRAINAGE \ 1 O �J \ ��S + I I ( d ° - � \�� -' • S � ��' `1�' 12 / / / / � / � LATERAL TRENCH; DISPOSE OF WASTE -S 9 19 j 0A\ ,\`°O. J a ° // // / / EXISTING CONCRETE CURBING TO BE REMOVED I I Q� i � — O / (TYP.) p�, �,� \ `%�' \ I / / / / i AND DISPOSED OF OFF SITE EXISTING CHAIN LINK FENCING TO BE REMOVED I 4�0 - - AND DISPOSED OF OFF SITE M�l\ CORR. OLY DRAIN ,Z /— — — — — --o TUBING TO REMAIN. — — — — — - THROUGHOUT CONSTRUCTION. `L' �, O 14 i / / — — — EXISTING 3 PERF. CORR. POLY DRAIN + + / + + \�' 14 \ �p �� o� 0 1 % / A6 ! / �_ / — _ _ TUBING TO BE REMOVED + + \+`\ + + + (TYP.) ! ppD 0 (TYP 0�' CATCH BASIN PROTECTION d-JdJ 4-1 IV _= ___ /7 /415 _ R-434419 TEi--BA51+�1 18 14 _--- TYP. /--- --- —= = 415 / / ice,/��ji �i�� /'�/ \\\� \\ �� --- PROTECTION(TYP�---- — --—----------- — — / //`L/ jy/—��� \ _ \ s/� \ — — 4�0- / / /� J \�' \ IN COMPLIANCE WITH CITY OF RENTON STANDARDS / \ \ MATCH LI N E T S H E ET F011 / �/ / / / �/ �,/ / DEVELOPMENT ENGINEERING s�0— — — — — — — — — — — — — — — — — — — — _ _ — 0 / r �--- —410— (NOTE PLAN VIEW ORIENTATION CHANGE) HBra 06/24/2025 ' \, '------------------__----------- —r _� _-- _420_= Y 41 ------ — — ---- ,�20,_��_— — ---- a�5-�� — — —' — _ NORTH OSURVEYED: SCALE: DATE: CIVIL CONSTRUCTION PERMIT 2/21/25 VERTICAL: NAw ,gee • 0 ++ + HORIZONTAL: NAD 1983/1991 21 F E 6 2025 CITY OF LINDBERGH HIGH SCHOOL ® F � of As � �,o CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 14 25 DESIGNED: 1 —20 O FIELDe00K: `� CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25 EJG RENTON ® HOGAN Z DRAWN: FIELD IMPROVEMENTS PAGE: LRB I ONE INCH I DATUM DRAWING NO: D.A. Hogan &Associates, Inc. �o� FGISTER CHECKED: AT FULL SCALE Planning/Building/Public Works De t F01 0 Know what's below.p BASEBALL SITE PREPARATION PLAN 1450 114th Ave. SE, Suite 225 SIGNAL ET'�\ EJG SCALE ACCNORDINGLY call before you dig. Bellevue, WA 98004 206-285-0400 N0, REVISION BY DATE APPR APPROVEEJG SHEET: oF:42 3 7 x N N z w Of D C) U m ca r 0 3 0 0 m m i U Y 2 4 NOTE LEGEND 1. (INDICATES GENERAL CONSTRUCTION NOTE) Y� 3O (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) \alCD ' �`�6� \\ ` \\ ` \\ `\ `� ` `\ `\ " '� - `� o / 00 o 1 44.85' �/ /' ' SITE PREPARATION NOTES �' \ \ \ \ \ \ C.I. L99.14 1313N, A<P O .E� 3.4p O / / / / / / 1. CALL 8-1-1 BEFORE YOU DIG. LOCATE, IDENTIFY AND VERIFY CONDITION OF ALL SITE UTILITIES PRIOR TO COMMENCING THE CrStO Lri �/ / / / / / // CQ WORK. N 30.82 ,,I///0// OPROVIDE TEMPORARY PROTECTION ON EXISTING PAVEMENTS FOR ALL CONSTRUCTION TRAFFIC AT FIELD ACCESS POINTS. 00) TEMPORARY PROTECTION SHALL INCLUDE A MINIMUM OF THE FOLLOWING:\\\\\I.E. I.E.C.1. 99.21 BB-19E I.E. 403.40 l 2.1. STRUCTURAL FABRIC OR GEOTEXTILE LAYER V _II �y St?0 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\ \ / / / / / �Dc/ / < 2.2. 3/4 INCH PLYWOOD (TWO DEEP) \\ \ \ \ \ \ \ \ \ / m o...� \ \ \ \ \ \ \ \ \ \ \ \ o C I. E 399.29 / / / / / U r0 j j 3. PROTECT EXISTING ADJACENT SURFACES FROM DAMAGE DURING CONSTRUCTION. RESTORE ALL DISTURBED AREAS TO \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ A I.E. 4 40 BB-20W I.E. 402.67 gg_20 I.E. 403.�9 // / j/ I z 0') W W ORIGINAL OR BETTER CONDITION. \\\\\ \\ 00 00 4. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL GATES AND FENCES AT PERIMETER OF THIS SITE TO ESTABLISH A a ' 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I. E. 403.13 S. �/ / / > ` cn w .�." \ \ \ \ \ \ \ \ \ l / ( X SECURE WORK AREA. WORK SHALL INCLUDE TEMPORARY 6' HIGH CHAIN LINK FENCING AT THE STAGING AND STORAGE AREAS. LLJLLJ C I°iE 399. / / / / \ \ 5. REFER TO CIVIL SHEETS FOR TESC MEASURES AND ALL DEMOLITION OUTSIDE THE LIMITS OF THE BASEBALL AND SOFTBALL \ \ \ \ \ \ \ d �� cT \\ \\ 403.40 W BB-2 J'� I.E. 403.4 / /� G \ / O y `'� I \ FIELDS. \ `\` \ \o \ \ O \\ E. 4 3� r .00 I.E. 9. / \ \ ,p I 11 �F N ` 6. COORDINATE WITH THE ARCHITECT AND DISTRICT MAINTENANCE STAFF TO FIELD LOCATE LOCATION OF EXISTING IRRIGATION r / MATCH LI N E T� SHEET F010 \ \ \ \ \ \ O ` / O 9S/ SYSTEM COMPONENTS INCLUDING MAIN LINE, LATERAL PIPING AND EXISTING CONTROLLER WITHIN AREA OF WORK. O / I / (NOTE PLAN VIEW ORIENTATION CHANGE \ \\ \ \ \ \ \ \\ \ \ \ \ \ \ \ ` \�\ 4I F Any 40 gg_ W O 2E / \ /O 2 w w 7. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING IRRIGATION MAINLINE. REMOVE EXISTING IRRIGATION CONTROL VALVES O � ) \ \ \ \ \ \ \ \ \ �i\\ \ \ \ \ _N it I.E. 403.2, Q1 - _ / - - O \ \ I Q� 0 1 2/T`A AND CORRESPONDING BOXES AND VAULTS AND DELIVER TO THE OWNER ON SITE UNLESS OTHERWISE NOTED. CAP AND O - k\ \ IG� o�p0 0 PROTECT EXISTING IRRIGATION MAINLINE TO REMAIN AT GATE VALVE FOR CONNECTION TO NEW IRRIGATION MAINLINE LOOP. Oi m W___ �\ \\\ \ \\ IV I\ \\\ \ \\ - \\\\ o / "-2 3 L� --- Ld / / / - ~ \ \ \ \ \ \\ \ \ \ \ \ \O �� �\\\ '" �A 23E �� v➢ �� \ 8. REMOVE EXISTING IRRIGATION SPRINKLER HEADS AND RISER ASSEMBLIES IN THE FIELD, CLEAN, PACKAGE AND DELIVER TO THE (V L / / 2Q \ \ \\ - -_- - ^ \ \ \ O OWNER ONSITE. t� _ / h� �' / \ \ \ \ \ \ \ \ \ �� \ J / / \_� \ \ \ \ \ \ \ \ \ \ 4 3, I �' \ \ \ 9O STRIP AREA OF EXISTING SOD AND ORGANIC MATERIALS AND DISPOSE OF OFF SITE. ALL EXCESS AND UNSUITABLE SOIL 0- PPP x\I I / / / I + + �+ \ \ \ \ \ \ \\ \ A2 \\ \ \ \\\ \ \ \ \ \ \� �I B-24 I ° 1� C� ` \ ` y \ \ MATERIALS SHALL BE REMOVED AND DISPOSED OF OFF SITE. / \ \\ \ \ `s\\ \ \� \\ \ `\ \ \ sr�, 1� %� G/ O O \ �`,/� \ \\ Q \ I / / / / \ \ \ \ \ \ 5 4�03. Cj \ / \ c 10. PROTECT EXISTING CATCH BASINS TO REMAIN DURING CONSTRUCTION. INSTALLTESC MEASURES AROUND RIMS AND \ I� 3 - - - \ / \ MAINTAIN THROUGHOUT CONSTRUCTION. CLEAN DEBRIS FROM DRAINAGE SYSTEM BASINS WITHIN THE LIMIT OF WORK. REFER \ \ Q, -I \ O � \ \ � TO CIVIL PLANS. J (TYP.) ; \\\ � \ 1 ---- \ 11. NOT USED. i. REMOVE EXISTING CHAIN LINK FENCING FABRIC AND DISPOSE OF OFF SITE. PROTECT THE EXISTING FENCE POSTS, I I I ( 430y� �P`) \ \ \ \ ���\ \ \ \ / / - - - - - \ O \ O FOUNDATIONS AND CONCRETE CURB TO REMAIN. CUT AND CAP SUBSURFACE DRAINAGE LATERALS AS SHOWN. \\ \ - \ g -> � \ \ 14. REMOVE BASES, PLATES AND ANCHORS. CLEAN AND RETURN BASES AND PLATES TO THE OWNER ON SITE. BACKFILL ALL VOIDS \ I �0� I I \ \ \ \ \\ ` \ \ � - I y - \ \ O WITH STRUCTURAL FILL, COMPACTED TO 95%. \' r`?> O l� ! `\ \ \` \ ` ak °L`�` \ - J- --mow �-r� \ \ \ \ ,,0� 15. REMOVE FOUL POLES AND FOUNDATIONS. O 11 ��,�� \ \ \ \ 16. EXISTING BACKSTOP, WING FENCING AND OUTFIELD FENCING SHALL REMAIN IN PLACE, EXCEPTAS OTHERWISE NOTED. ATTHE f'l\ C� S \ \ \ \ \ \�w\ \\ �" - E � z\ \ \ \ \ CONTRACTOR'S OPTION, SECTIONS OF THE EXISTING RAILS AND FABRIC TO REMAIN MAY BE REMOVED AND REINSTALLED TO N J-- I \ \ \ FACILITATE THE ON FIELD WORK AND OTHER MODIFICATIONS. \ ! 6' �%• �A �/ �l `\ `\ \`\\ \`\_ _ MAT H LI N E TO SHEET F010 \ `\ �' 17 RAILS TO ROEMAI OF ORGANICS AND AGGREGATE FROM THE BATTING CAGES. PROTECT EXISTING FENCE POSTS, FABRIC AND J \ \ I 19 s2sf I s (TY .) \�s \ �ls �� 1 ��\\\\ \� �j,� _ (NOTE PLAN VIEW ORIENTATION CHANGE) \ \ \ \ \\\ 18. REMOVE EXISTING BENCHES AT EACH BULLPEN. BACKFILL ALL VOIDS WITH STRUCTURAL FILL, COMPACTED TO 95%. \ ,,�� �o \ \ , \ \ C3 \ \\ 19. BACKFILL ALL VOIDS AND EXCAVATED AREAS WITH APPROVED STRUCTURAL FILL MATERIAL IN 12 INCH MAXIMUM LIFTS 0- S O \ \ 6� � \ \ \ \ \ \ O I is / sj \ \ \ \\ \ ' i - W Qom\ \ \ \ \ \ \ \\ \ \ \ COMPACTED TO 95%MINIMUM. I'�• 20. PROTECT ALL UTILITIES TO REMAIN FROM DAMAGE THROUGH CONSTRUCTION. 21. PROTECT EXISTING SIDEWALK TO REMAIN. I i\° c� / / I I / .�4ii- 9 19 F 'V (TYP.) l� dJ S� I�t- _ P l \ tZ�\ o TYO O / �s 1_Q + I \ I G \ P\ \\ 8 - \ I I , , I , , / J\ \ SITE PREPARATION LEGEND + 16 / b I (TYP.) �S �� `'� �/ sc'!\ •.A\(YP. a + + I �` ` �/ �S, ! Js I + + \vl I I I I I I II I / ! I // // ) I 1 EXISTING NATURAL TURF TO BE REMOVED AND N 428 9 / I DISPOSED OF OFF SITE 421. pIa / / 42s.9. �� ° o s 11 l!� L S+ + Io 142 0+ + I I \ I II I I \ \ \ I �\ \ ( ( / EXISTING INFIELD SOIL TO BE REMOVED AND �5. II S o TYP. ks 00 \ s + I \ \ \ I I III I I I / % ' DISPOSED OF OFF SITE N S S + v>; l c�• 1 96' ti �� 42, '� 'i + + + EXISTING CRUSHED ROCK WARNING TRACK TO Of' s �j �9 v�; �� • -(lJ W I I I I I I I 1 \ / / / / I BE REMOVED AND DISPOSED OF OFF SITE "� \ I � � 6, ' i ' `� o' 410 v\ a /� + + k�6• � I � � fir), 8 I + I I I I \\ I2 26,s9 �6, rL v�/ � v�,L ��� c9 I I I I I I I I I >/ / EXCAVATE TOP 2" OF PEA GRAVEL AT DRAINAGE % ( I LATERAL TRENCH, DISPOSE OF WASTE I I �d I S=1. �; J S=1.0 S 'LpJ (TYP.) + + 17 I I II I I I I\ I// I' I 10 O o + + o I I I I I I I I I I ` I EXISTING CONCRETE CURBING TO BE REMOVED \ �/ \ c' J ` O• / \ I YP.) YL + + I I I I I I I I \ \ \ I \ \ / I 0 AND DISPOSED OF OFF SITE 19c,�'� ►� �' `9 l c' I \ I I \ \ \ \ Q\ \ \ i AND DISPOSED OF OFF SITE EXISTING CHAIN LINK NG TO BE REMOVED 8 ('d�. / MCA + + I I I I I 1 \ \ �� CO\ •.T `'�% � � TYP. °G00' l• = I ■ I \ 1 \ - I� \ \ \ + + + 1 I I I \ \ � EXISTING 3 PERF. CORR. POLY DRAIN \\ Q\ \ \\ TUBING TO REMAIN. PROTECT ?7.79' IL �! / + + THROUGHOUT CONSTRUCTION. \�S \ �� l7(P II ScQ S`9 s ��4�- s + a + + I I I \ \ \ \ 42 . o'I (ice 14 s ! �� o o I� \ \ \ \ \\ \ 1\ r EXISTING 3" PERF. CORR. POLY DRAIN '8.03_ - - - - - + \ \ \ \ TUBING TO BE REMOVED � . • o _ l Off. d�� (TYP. � I� = - _ + - � � + + I I I \\ \ �� \ \ \ \ `\ � \ � \ AO ''� �% / + + - -+ I �_ + + I \ \ \ \ \ \ `\\\\ \� C%\ ® CATCH BASIN PROTECTION 09 NO `� �$ (TYP. P _ - / + + P I + \\ `\\ ; ;\\� R-434420 --- cL/w �7 g9 D--- 1 12 LF "p CPEP) _ --0 - e \ \ \I I < \ 42 5 0 > s=o.5� s=off, \ _ _ \ \ �� IN COMPLIANCE WITH CITY OF RENTON STANDARDS 28. 2' 422M B d 1 ` CATCH BASI p \ \ I \ \ \ \ \ \ \ \ \ O /CA CH BASIN o d d PROT -d 1 p \ \ \ \ \ \ \ \ \ \ \ DEVELOPMENT ENGINEERING 428. 6' 9LO, o PROTECTION (TYP.) > 7<1 0 z W `n 00 O Ln \ 21 _ \ p \ \ \ - \ H B ray 06/24/2025 g J N N m (V N a \ (TYP.) m w / �w I I �w I (TYP.) \ \ \\ \� `��\\\ \ / a 4 _ - __ NORTH DATE: 0 0 � CIVIL CONSTRUCTION PERMIT 2/21/25 SURVEYED: SCALE: VERTICAL. NAw 1988 CITY OF 21 FEB 2025 ® �ti of AS 1 "= 20' HORIZONTAL: NAD 1983/1991 CITY L I N D B E R G H HIGH SCHOOL Q �o CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 14 25 DESIGNED: O FiELDBOOK: Z CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25 EJG � RENTON PAGE: D A H O G A N DRAWN: LRB FIELD IMPROVEMENTS DRAWING NO: ,e ONE INCH DATUM Know what's below. D.A. Hogan & Associates, inc. �o� FGIST ER� CHECKEDEJG AT FUNOT LL SCALE Planning/Building/Public Works Dept. SOFTBALL SITE PREPARATION PLAN F01 1 Call before you dig. 1450 114th Ave. SE, Suite 225 SIGNAL Y� LACCORDINGLY Y LNO. REVISION BY DATE APPR SCALE ORDINGAPPRMD: SHEE�o Or Bellevue, WA 98004 206-285-0400 CM 0 W 3 7 14 N N Z o' C) U m 1n m m 1n 2 L Er a a 0 I �3 0 0 m m 1n L J N N Li U N O 0_ C U 1' a z J L P— — — — — — -- /P G G I ---- — D / — — D v — s�� D —� 400 T 1 \ o 0 I I 4 I I I o 128.0 77'- si— \ 428 428. J O ---T—� i —r 4- Pa I III 1 II IIIII\��1 I ,, \11 IIIII I IIIIIIII\ 1 ��I III 1111�1 - IIIIIIIINz \Il�llllj I I I 1 III III 1 III IIIIII I I I I I I I I I >I IIIIIIII I I I; III IIII 1 � I' 1 II�IIIIIII 11 IIIIIIII 1 I I �_*-- BASEBALL FIELD SOFTBALL FIELD R-434421 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HBray 06/24/2025 ' / CIVIL CONSTRUCTION PERMIT 2/21/25 SURVEYED: SCALE: VERTICAL: NAVD 1988 DATE: 1� NTS HORIZONTAL- NAD 1983/1991 CITY OF LINDBERGH HIGH SCHOOL 21 FEB 2025 Of As . O: CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 14 25 DESIGNED: FIELDBOOK: 0 DRAWN: FIELD IMPROVEMENTS CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25 EJG H OGAN RENTON PAGE: . . �. LRB ONE INCH DATUM + DRAWING NO: D.A. Hogan & Associates, Inc. :0G/ CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. FIELD COLOR PLANS 1450 114th Ave. SE, Suite 225 SIGNAL $�G IF NOT ONEINCH DNGLY Bellevue, WA 98004 206-285-0400 ► NO. REVISION BY DATE APPR APPROVE EJG SESHEET: OF:21 42 O� O O N r C) O O N Q J T O O O I N Q J 3 v d x x N N Z w U m m m r J 0 .3 O m m m m m In r i (D li U 2 Ii C U 1' W J 4 rr C. — FIEL L�GkIT =_— ----- — �\ � L�'OL - - G NOTE LEGEND (�'•) W� TE N 5 S 1. (INDICATES GENERAL CONSTRUCTION NOTE) / — G (TYP. F222 \ \ — — " 3O (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) CY)/ / / / I I //� FENCE C — __-------------------------- O� o �� o __! LAYOUT AND FENCING NOTES o LO Q / / — — /' QUICK COUPLING I R�gC�CY ) \ - O FURNISH AND INSTALL PERMEABLE AGGREGATE AND SYNTHETIC TURF EDGE ANCHORING SYSTEM AROUND THE ENTIRE w / / / G// f / / / / / BROWN SYNTHETIC 9 VALVE (TYP.) �\ \ \ \ W /' PERIMETER OF THE SYNTHETIC TURF FIELD AREAS INCLUDING BASE BID BATTING CAGES. N TURF WARNING O \ \ \ \ \ ' W `J 2. PRIOR TO INSTALLATION OF ANY IMPROVEMENTS AT THE BASEBALL AND SOFTBALL INFIELD CONTRACTOR SHALL ACCURATELY TRACK (TYP.) �_ O SURVEY AND FIELD CONFIRM THE LOCATION OF HOME PLATE, 1st, 2nd AND 3rd BASE, FOUL POLE AND FOUL LINE. U � \ — - CONFIRMATION AND SUBSEQUENT CONSTRUCTION, INCLUDING INSTALLATION OF NEW FOUL POLES, BASE ANCHORS, AND PLATES, SO THAT FIRST AND THIRD BASE LINES RESULT IN AN INTERNAL 90 DEGREE ANGLE, AND THAT LOCATION OF FOUL POLES REPRESENT A TRUE EXTENSION OF EACH FOUL LINE. 12.00' ( I IYIWT EI T FED (� 3. RESTORE ALL DISTURBED NON SURFACE PERIMETER AREAS. I / /WARNING I / ' ' ♦ TACK (TYP.) NICH T ISTI 1 _ I 0FOUL POLES ARE LOCATED IN FAIR TERRITORY, COORDINATED WITH THE PLACEMENT OF HOME PLATE AT THE DISTANCES I /48" 'P�'/ ON g IU B I INDICATED. OUTSIDE FACE OF BOTH POLES TO FORM A 90 DEGREE ANGLE WITH THE BACK OF HOME PLATE AT THE APEX. / 'T i /d / .1 ' I I I 1 ` O NEW PAVING TO MEET AND MATCH FLUSH WITH EXISTING ADJACENT SURFACES WHERE INDICATED. / g / STORMTECH DETENTION \ \ 00 OUTFIELD FENCE 14 CHAMBERS, SEE CIVIL PLANS I I F�2 11 I Il ) o / c 6. SEE ELECTRICAL SHEETS FOR CONDUIT TO SCOREBOARDS, LIGHTS AND POWER SUPPLY TO THE BATTING CAGES. r WINDSCREEN C)/ 7. RESTORATION LIMIT SHOWN IS THE MINIMUM ANTICIPATED LIMIT OF DISTURBANCE. ANY ADDITIONAL DISTURBANCE CREATED C) 3 AS A RESULT OF THE CONTRACTORS WORK SHALL BE RESTORED AS DIRECTED WITHOUT ADDITIONAL COMPENSATION EXCEPT LPE ITCH R1 S \ AS AGREED IN ADVANCE OF THE INITIAL DISTURBANCE. RESTORATION SHALL BE TO A LIKE CONDITION. GREEN \ f II F250 \ SYNTHETIC r \� 8. THE CONTRACTOR SHALL FIELD VERIFY SYNTHETIC TURF SURFACING DIMENSIONS TO MATCH EXISTING FIELD AREA. SEE L6 ,TE ATE B #1 / I I o SYNTHETIC TURF COMPOSITE PLAN AND LAYOUT PLANS & DETAILS FOR SYNTHETIC TURF LINES AND MARKINGS. CV COREBO R AID U T ON�1/ / TURF (TYP.) GREEN �._._.!._._. m f I SEE ARCH A L S F6ft I 9. INSTALL NEW QUICK COUPLING VALVE IN TURFCOOL VALVE BOX. F0, � D al I OR ON / f 1 SYNTHETIC I I I �I o O o- / / / TURF (TYP.) ' I 10. COORDINATE FENCE POST LOCATIONS TO AVOID EXISTING OR PROPOSED UTILITIES. ONCTE a 0) FURNISH AND INSTALL DUGOUTS COMPLETE FOR THE BASEBALL AND SOFTBALL FIELDS. R ( RETAIN NG I 12. REMOVE AND REPLACE THE LOWER 10' OF CHAIN LINK FENCE FABRIC BETWEEN THE ENDS OF THE DUGOUTS USING NEW 6 J CURB I 0 GAUGE GALVANIZED WIRE FABRIC. 13. PROVIDE NEW BACKSTOP BOARDS AND PADS AS SHOWN. PROVIDE NEW FENCE SAFETY CAP AT ALL FENCES 10' HT. AND UNDER, AND 120 LF OF WINDSCREEN CENTERED ON CENTER FIELD. 15. PROVIDE EXPANSION FOR ALL CONCRETE PAVING AT 40' ON CENTER. PROVIDE CONTROL JOINTS AND CONCRETE SCORING SYNTHTITURF E E C DG E I o PATTERN AT ALL FENCE POST LOCATIONS AT 10' ON CENTER. ANCHOR AT EXISTING CONCRETE CURB \EW \ � EET ANND MATCHCRETE FENCE TYPE KEY I EXISTING CONCRETE PAVING 5O /S \ A 25' OVERALL 10' HEIGHT CHAIN LINK FENCE 2" MESH X9 � I�p l GAUGE, TOP, MIDDLE, BOTTOM RAIL, 15' X2"SQ. BLOCK \ti C NYLON NETTING ABOVE RETAININ FIELD L}GHf W LL © 10' HEIGHT CHAIN LINK FENCE; 2" MESH X9 GAUGE, TOP, / ATYPI) / I I) I I o MIDDLE, BOTTOM RAIL I REPLACE NETTING AMP HANDR ID, � �� ON EXISTING I I I I I I \ E C VIL PLANS 270 © 4 HEIGHT CHAIN LINK FENCE, 2 MESH x9 GAUGE, TOP AND I I I \ CABLE (TYP.) � BOTTOM RAIL I I I I I\ \ I �\ L��RADI G BATTING CAGE NET TUNNEL LfjA SITION AT I�Ly G (TYP. I I \ EO REPLACE BACKSTOP STOP BOARDS &PADS (FIELD VERIFY) 11ST1NG 90.00, , LL ONT OL NETTI� , GATE TYPE KEY(ALL CHAIN LI N (TYP) K � ER FENC NG WITH F -�, I I O 5' SINGLE SWING GATENEB G�TY-P•j GREEN YNTHETIC TURF (TYP.) GREEN �YNTHETIC \ , ___ LAYOUT AND FENCING LEGEND I I I I 1 TURF (TYP.)12.00' CONCRETE I I I \ k I _ --- �f I I\ WARNING F210 1 ME WALL I I I I O� '' \\/I' o � GREEN SYNTHETIC TURF AND B FENCE TYPE AND LIMIT \ TRACK (TYP.) F210 SYNTHETIC TURF I / % PERMEABLE AGGREGATE 12 � I I / \ PITCHING MOUND ' /' I / / i� 3 GATE TYPE �O \ BROWN BROWN SYNTHETIC TURF AND SYNTHETIC 5 \\ T / " ; PERMEABLE AGGREGATE I TURF (TYP.) F220 � / /jv- \IIon /%� / / l / CONCRETE PAVING �QU I CIK C'0 UPIhN-G"' F210 ' 1 DUGOUT I/ // ///� VALVE (*P.) � STRUCTURE � _ 'r F240 / / ' NEW SYNTHETIC TURF EDGE ANCHOR \ I— I BROWN SYNTHETIC 11 (TYP) I LF // //// / — / / i M M M ON EXISTING CONTAINMENT CURB \\ TURF WARNING / TYPICAL BASE BASEBALL ® / / / / / r A0 \ F260 • TRACK (TYP.) 1 - - _ _ _ _ _ - AND PLATE MARKINGS IL ` -- 9 CHAIN LINK FENCE F222 ANCHOR LAYOUT (TYP.) F310 1 pLOATE 1 I / / /— _ I F22o LIGHT POLE, SEE ELECTRICAL g I 3 BULLPEN PITCHING BASEBALL 1 �� DSO I Q I LIPGG / / // / / / / — NETTING ON EXISTING CABLES TED I II — --F2.�0_ p�OUND BULLPEN AREA 2 BASEBALL O� V �) / / / \ F250 12 BATTERS E \ TYP. I — - — - — - F310 BOX 7`"/' / / /' / /� / CAST -IN -PLACE \� \ \ — _ — _ — _ - — 1 � / / / / / / / i �o� \ RETAINING WALL \ — \ 48"�G RAD I �kAN54IONAff \ -------- • 40LF A ,1� \ j /'/' / / / �.--`\\\ \ / \ F�EL ED TY- _r �' ' / / / \\ �°OO�°OO° BLOCK RETAINING WALL o \ 22 / \��� \ \ \ E E G�( P�) \� 8 LF �[�/8 LF /' / / {/ X ////// // • QUICK COUPLING VALVE \\_� �E•OI�ICRETE — ___ D-° _ --- - B ' \ �< /' ''/'' �I/ 4-- R-434422 — NSHFTIGTEJREbGE 415 // ///// //� ANCHOR AT EXISTING — RE-PL &A� €XISTI i-G - - _ �T / / / / \ \� /�/ / / / // // \ IN COMPLIANCE WITH CITY OF RENTON STANDARDS ----RtCRETECURB _BA LLQQ�JIIiQL1VE-TT�P1Cr ��/ ����— ____ ____ _ OVERFEINCJNG-W+T�-F / --- \ \ i� / DEVELOPMENT ENGINEERING ---------------- -1 - ---- Nu(T) - (TYP. o , MATCHLINE TO SHEET F111 / /'/ /� �// \ ------ --- / —_(NOTE PLAN VIEW ORIENTATION CHANGE) �j / /// HBray 06/24/2025 \-------------------�I _ � 7-7�� �ii�5- _----- 9r '---------------- _ - �' o ��; ti _�A- _ L��� NORTH CIVIL CONSTRUCTION PERMIT 2/21/25 SURVEYED: SCALE: VERTICAL: NAw DATE: 1988 • 21 F E B 2025 )f AS CIVIL CONSTRUCTION PERMIT 4 14 25 DESIGNED: 1 ++ =20 HORIZONTAL: NAD 1983/1991 O CITY OF LINDBERGH HIGH SCHOOL FIELDBOOK: z CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25 EJG RENTONR FI L I MENT PAGE. K6/f-DA HOGAN DRAWN: E D MPROVE S LRB ONE INCH DATUM DRAWING NO: D.A. Hogan & Associates, inc. 00 FGISTER CHECKED: AT FULL SCALE Plonnin t F 1 1 0 1450 114th Ave. SE, Suite 225 sIo EPA'` EJG IF NOT ONE INCH g�Buildin g�Public Works Dept. BASEBALL LAYOUT PLAN NAL Bellevue, WA 98004 206-285-0400 N0. REVISION BY DATE APPR APPROVED:SCALESCALE ACCORDINGLY SHEET: OF: 22 42 O 0 N Q J L 0- 3 v d x x N N Z w U m m m r 0 .3 0 0 m m m m v) r J N N li C U 1' J 4 I70 LF � A � I NOTE LEGEND 1. (INDICATES GENERAL CONSTRUCTION NOTE) 3O (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) 1�\-9F%p c>G�F ^�1p ��T,2C �/ -� / /� O7 \+,s �\ O ��A2c LAYOUT AND FENCING NOTES CD o FURNISH AND INSTALL PERMEABLE AGGREGATE AND SYNTHETIC TURF EDGE ANCHORING SYSTEM AROUND THE ENTIRE N \ \ \ \ \ \ \ \ \ \ \ \ \ \ \6'9�F \ ` ' / / / / i / / I j �,/� O PERIMETER OF THE SYNTHETIC TURF FIELD AREAS INCLUDING BASE BID BATTING CAGES. I \\ 966 \ '_1\ \ \ \ \ \ \ l� V co \ PRIOR TO INSTALLATION OF ANY IMPROVEMENTS AT THE BASEBALL AND SOFTBALL INFIELD, CONTRACTOR SHALL ACCURATELY Lj2 �jiC2� O��T ` SURVEY AND FIELD CONFIRM THE LOCATION OF HOME PLATE, 1st, 2nd AND 3rd BASE, FOUL POLE AND FOUL LINE. V _II 3y 2Q, \ \ \ \ tc�Ql -- \ / •S, (�J / / /�9,, / / �OC G� (�0�9 F� CONFIRMATION AND SUBSEQUENT CONSTRUCTION, INCLUDING INSTALLATION OF NEW FOUL POLES, BASE ANCHORS, AND 2G`S /2G, � , / �9 ,(j` %,9 .f- S 2p %�, O PLATES, SO THAT FIRST AND THIRD BASE LINES RESULT IN AN INTERNAL 90 DEGREE ANGLE, AND THAT LOCATION OF FOUL 11 / j i� o, // �� /2j O 'PF POLES REPRESENT A TRUE EXTENSION OF EACH FOUL LINE. O G�' 02p ' /'/ J" /O G I 2 3. RESTORE ALL DISTURBED NON -SURFACE PERIMETER AREAS. o .�, ,� / � / � � (/ / �912cF / /<< O �'� FOUL POLES ARE LOCATED IN FAIR TERRITORY, COORDINATED WITH THE PLACEMENT OF HOME PLATE AT THE DISTANCES \ �N \ / — _ _ \\ \ \ \ \ \\ \ ��\\ \ `\ \\\ • ` O l� ' �/ / / \ GG .t�2 2J / /� I �A�'Q� Q' , ✓�\ INDICATED. OUTSIDE FACE OF BOTH POLES TO FORM A 90 DEGREE ANGLE WITH THE BACK OF HOME PLATE AT THE APEX. R1:70 Cos\ O NEW PAVING TO MEET AND MATCH FLUSH WITH EXISTING ADJACENT SURFACES WHERE INDICATED.\\\1 \ 00 6. SEE ELECTRICAL SHEETS FOR CONDUIT TO SCOREBOARDS, LIGHTS AND POWER SUPPLY TO THE BATTING CAGES. r MATCHLINE TO SHEET F110 \ \\ \ \\ \\,�\\\ T ��o� sT oG g �'p x C 7. RESTORATION LIMIT SHOWN IS THE MINIMUM ANTICIPATED LIMIT OF DISTURBANCE. ANY ADDITIONAL DISTURBANCE CREATED (NOTE PLAN VIEW ORIENTATION CHANGE) \ \ \ \ \ \\ \\ \� �O� ,c �F OG� O 1 P 0 / /' 1 ' /' AS A RESULT OF THE CONTRACTORS WORK SHALL BE RESTORED AS DIRECTED WITHOUT ADDITIONAL COMPENSATION EXCEPT C) /imm- Aim -'—�_-�� �� \�` \�\ \� \ _ \\\\ l (�;� j0 �9 O 611G�PF.� 0 / I \/ I D AS AGREED IN ADVANCE OF THE INITIAL DISTURBANCE. RESTORATION SHALL BE TO A LIKE CONDITION. C) 8. THE CONTRACTOR SHALL FIELD VERIFY SYNTHETIC TURF SURFACING DIMENSIONS TO MATCH EXISTING FIELD AREA. SEE L 6 FIELIZtGH �\ \ \ �\ l,C \ F�, l �� \ / / t \ \ \ SYNTHETIC TURF COMPOSITE PLAN AND LAYOUT PLANS &DETAILS FOR SYNTHETIC TURF LINES AND MARKINGS. CM jbi I r �I� (TY��INSTALL NEW O+ l / /^ \ \ �\ \ O �I hti / QUICK COUPLING VALVE IN TURFCOOL VALVE BOX. F �/0 BE _ F^P _ E T O\ \\� \\ \ \ \� `� \ \ 10. COORDINATE FENCE POST LOCATIONS TO AVOID EXISTING OR PROPOSED UTILITIES. 4ATED�N F2/ _ \ \ \ �,c \ \ \ \ \ �2S\ \ \ \ ` \\ \ \11. FURNISH AND INSTALL DUGOUTS COMPLETE FOR THE BASEBALL AND SOFTBALL FIELDS. 0 \ I 2� / X S I,NG FEN E/ - O o J / / \ � ,E2�2 \\ \ \ \ �\ � /_ _� / %� ZJn — � _ \ �� \ � 12. REMOVE AND REPLACE THE LOWER 10' OF CHAIN LINK FENCE FABRIC BETWEEN THE ENDS OF THE DUGOUTS USING NEW 6 / \ \ \�� \ / _ I /r % \,' GAUGE GALVANIZED WIRE FABRIC. If 4298 \ t \\\\\\ \ \\ \ \ \�\ �i _ \ — _ \ 13. PROVIDE NEW BACKSTOP BOARDS AND PADS AS SHOWN. J I I I BROWN SYNTHETIC \ \ \ \\\ \ \ \ \ \�p� \ IN PROVIDE NEW FENCE SAFETY CAP ATALL FENCES 10' HT. AND UNDER, AND 120 LF OF WINDSCREEN CENTERED ON CENTER TURF WARNING\\ I I l I I \ �\ \ \ /!�� \ � FIELD. I 4\\ I TRACK (TYP.) \ �R4\N R"T\ \ \\ \ \ \ \\ \ d/ j \ ,' 15. PROVIDE EXPANSION FOR ALL CONCRETE PAVING AT40' ON CENTER. PROVIDE CONTROL JOINTS AND CONCRETE SCORING r SYN U 0 E �E OUTFIELD FENCE FF{�L� Q66 ` \ \ \\ \ \` \ - - \ \ '� , L0 \ AN 1 G / SOFTBALL \ PATTERN AT ALL FENCE POST LOCATIONS AT 10' ON CENTER. O `\ CI�RB 1 14 WINDSCREEN \ \ \ \ _ / BULLPEN AREA \\ \\\\ \ \ \\\ \ \\ - \ \\ \ ,' 00 2 \ \\ \ 0 �- I\ 2 F222 \ \\\iT\A E T�YA.\\\ _--, \ �� FENCE TYPE KEY �, F2�211 / F250 \ \\ \ \ \ \ I\��� \N1. CV (A) 25 OVERALL; 10 HEIGHT CHAIN LINK FENCE; 2 MESH X9 \ / GREEN `\ \\ \\\ \ = MATCH LI N E TO SHEET F110 �� \ GAUGE, TOPMIDDLE, BOTTOM RAIL, 15' X2"SQ. \ I I I I SYNTHETIC \ o- NYLON NETTING ABOVE J \ G /// TURF (TYP.) \ N �IF�11G(NOTE PLAN VIEW ORIENTATION CHANGE)AAS ICON T \01� T E`X_\\ \\ © 10' HEIGHT CHAIN LINK FENCE; 2" MESH X9 GAUGE, TOP, \ C}tETE\C� - - _ \ \ \ / Q\ I_ \ \ MIDDLE, BOTTOM RAIL 1 `\\ \ 1\ I �� ---- �\` \ \ \ \\ `\\\ \\\ \� XI I I F210 12.00' \ �- -I-I� - - _ - - \ \ \ \ \ \ \ \ \ o �`� © 4' HEIGHT CHAIN LINK FENCE; 2" MESH x9 GAUGE, TOP AND (J I J O GI WARNING \\\ --- _ + \\\ \ \\\ \ \\ \\ \\`\ \ `\ \\�\ BOTTOM RAIL \ TRACK (TYP.) \ \ \\ \ - -- _- \\\\ \\ \\\\\\ `.�\ D BATTING CAGE NET TUNNEL \ PB P\ Ro 0 REPLACE BACKSTOP STOP BOARDS & PADS (FIELD VERIFY) CONS/ T / I I ' REPLACE ALL EXISTING \\\\ ` \ — 77 \ �-I- I-�- _ _ P \\ I -' �� \ o \ RETA I i I • BALL CONTROL NETTING 1 \ \ ( i 1 \ , I I \ I \ \ OVER FENCING WITH F231 GREEN \ \ I I \ I\ \ \ \I \ I 1 I\ j \\ � \� \ O GATE TYPE KEY (ALL CHAIN LIN NEW NETTING K) \ Rom• / �A (TYP.) �URF (TYP) / �� \ \ I I \ I I I IIII \ /� I ' I \\\ 1 5' SINGLE SWING GATE /' I ^ 1 I I I I I I I� 1 I / CONCREtE A+Y' \ �` O I 1 TYPICAL BASE ri �' F222 AND PLATE / / , 4 I ANCHOR LAYOUT ALTERNATE BID #1: \ I P N \ \ (, �, I ,� 10 , LAYOUT AND FENCING LEGEND 12 O SCOREBOARD AND FOUNDATIONS. SEE ARCHITECTURAL PLANS FOR a ' I 96" 60.00FOUNDATION INFORMATION. (TYP.) 1 I I , I I , ( I / / / /' 1 / GREEN SYNTHETIC TURF AND B FENCE TYPE AND LIMIT PERMEABLE AGGREGATE MARKINGS BASEBALL SOFTBALL , `I\ a I I I 1 / BROWN SYNTHETIC TURF AND GATE TYPE I I I I \ / / / (TYP.) I BATTING-CAG� I I I \ ) I / / / / PERMEABLE AGGREGATE SOFTBALL 4 BROWN SYNTHETIC 1 PITCHING PLATE F220 TURF WARNING I D CONCRETE PAVING F320 O TRACK (TYP.) I/ F251I BROWN I II I I I I I I I \ I I I SYNTHETIC I g I I I I �OW E \ \ \I NEW SYNTHETIC TURF EDGE ANCHOR M M M ON EXISTING CONTAINMENT CURB HOME TURF (TYP.) III ` �+ \\ I I ST� IRS (yfYP•1� \\ ` �\ \ �� � . � 1 FOUL POLE TO BE I \ \ \ PLATE F220 1 5 INTEGRATED IN \ CO\ \ I \ ZO F210 F222 EXISTING FENCE II I'I , � SOFTB LLI I I F2�01\ `\ \\\� \ ,� `\ CHAIN LINK FENCE O4 (TYP.) BATTIN C dE I \ \ ^ \ / a I I I \ \\ \ \ \ LIGHT POLE, SEE ELECTRICAL ' 4 _ 'L�v 2 SOFTBALL II 1 I I� 8.03W — SOFTBALL(" BULLPEN 2 F250 NETTING ON EXISTING CABLES B \\ \ ` \ BATTER'S F320 AREA I \ \ \ \ \ \ \ \ \ � i I- \ �• BOX 12 CAST -IN -PLACE y� p _ RETAINING WALL \\ \ \S-� \ \ ,\ BLOCK RETAINING WALL 9g 70 LT �`�� / `� /� \ \\ SYNTHETIC TURF EDGE TRANSITION A� FIELD-LI L QUICK COUPLING\ \ \ \ p 1 1 ANCHOR AT EXISTIN P / ( YP,) I I \ \ \ \ ��p - ham\ �\ \\`� Q QUICK COUPLING VALVE / \ Q VALVE (TYP.) - - - - - O FIELD EDGE (TYP.) I \ - - -'� --'-\ \\ \\\� - ---- __ --- --- CON ------- ----- - / _ , _�____ \ , \ \ R-434423 8LF ---P -- — 1---------- —=1--- / D �� �r \ I. a29°I' B D 8 LF D B D D D IN COMPLIANCE WITH CITY OF RENTON STANDARDS 42 5 0 F260 � DUGOUT \ STRUCTURE 11rL- d , P- I 28. 2' 429.54' ° O �� \ 17 � N W-CQ \1 N RETf ^�\ \ \\ ��\ \ DEVELOPMENT ENGINEERING YP.) A CH d PAVI \ \ \ \\ \ \ \ 428. 6' 9.49' a REPL E ISTIN CONCRETE HBra I ° 1 BALL CON ROL NETTING 1 \ 5 \ sr�s i\ \ \ \ y 06/24/2025 29.3 ' ¢� 0 a ° OVER FENCING WITH F231 \ PA�ING \ ) 3 \ I \ ING TYP. a \ `\\i F210F1 \\\\\ \\ \-®-`~�-✓\\ NORTH CIVIL CONSTRUCTION PERMIT 2/21/25 SURVEYED: SCALE: VERTICAL: NAVD 198e .' DATE: ++ HORIZONTAL: NAD ,983/,99, 2 � FEB 2025 CITY OF LINDBERGH HIGH SCHOOL °F As J,o CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 14 25 DESIGNED: 1 —20 O FIELDBOOK: `a 0 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25 EJG RENTON K12TD HOGAN Z DRAWN: FIELD IMPROVEMENTS PAGE: LRB ONE INCH DATUM DRAWING NO: D.A. Hogan & Associates, inc. �04 FG/STER �� CHECKED: AT FULL SCALE IF NOT ONE INCH Plonning/Building/Public Works Dept. SOFTBALL LAYOUT PLAN F 1 1 1 1450 114t Ave. SE, Suite 225 SIGNAL E� Bellevue, WA 98004 206-285-0400 NO, REVISION "BYDATE APPR APPROVED: SCALE ACCORDINGLYEJG SHEET Z OF:42 I I 0 W 3 v d 7 x N N Z w U m m m u) r 0 .3 m I m m r J N U N 2 d C U Y W _ /403.39 w o cY7 / / o / W �IIr p '/ / I 1 I ► I /48„ /T FIN, AT/ /4fy W/ ,Nv r wv I I I I I // / / 404. 1 I 1 I 7 d ,o - I / W- s� \ .00 �w 9 00 0 DI G \ I \ T / I � I fjA� 10 AT h — // PI G (TYP. 1 1 1 I I /�/ � / � / �► I I Tw 05.2111 BW402.96,Y /, / J% 405.0/ d.00l 0 / I 405. 05.00�� 465121 05.21--/ 0 1 410/ 40 405.00/ 46 I 48" GRADING 404.28 404.2 TRANSITION AT �O — — — — — --/Z ----------------- — — ___—__; MATCHLINE TO SHEET F121 / \ \ — — — — —410— — — — _ _ _ (NOTE PLAN VIEW ORIENTATION CHANGE) __--- — _-- _ _ _ _ _ --- — — - — — — ----------------- ----- --c' — i'' �/420------ --- �/k / V. 0 CIVIL CONSTRUCTION PERMIT 2/21/25 SURVEYED: SCALE: MCA, NAVD 1988 Q ® K6/f-DA of ^s CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 14 25 DESIGNED: 1 =2OrHORIZONTAL: HAD 1983/1991 1z CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25 EJG H O G A N DRAWN. LRB �I ONE INCH DATUM Know what's below. D.A. Hogan & Associates, Inc. �O FG w CHECKED: i ISTEAT FULL SCALE R 1450 114th Ave. SE, Suite 225 EJG IF NOT ONE INCH Cal before you dig. Bellevue, WA 98004 206-285-0400 NAL NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY EJG 0 NOTE LEGEND I. (INDICATES GENERAL CONSTRUCTION NOTE) 3�. (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) NOTES 0)GRADING 1. THE CONTRACTOR SHALL CALL AND NOTIFY DIGALERT AT 8-1-1 A MINIMUM OF 2 WORKING DAYS BEFORE LO DEMOLITION, DIGGING, OR GRADING OPERATIONS OCCUR. N 2. PROVIDE CONSTANT SLOPES TO PREVENT PONDING WATER IN ALL PERIMETER AREAS. 3. STRIP FIELD AREA OF EXISTING SOD, ORGANIC MATERIALS, AND FIELD SECTION SAND MATERIALS AND DISPOSE OF U OFF SITE. ALL EXCESS AND UNSUITABLE SOIL MATERIAL SHALL BE REMOVED AND DISPOSED OF OFF SITE. 4. HYDROSEED ALL DISTURBED LAWN AREAS AND RESTORE TO EXISTING OR BETTER CONDITION. 5. FURNISH AND INSTALL PERMEABLE FIELD BASE MATERIALS FOR THE ENTIRE SYNTHETIC TURF FIELD AREA INCLUDING 8 INCHES MINIMUM OF BASE COURSE PERMEABLE AGGREGATE AND 2 INCHES MINIMUM OF TOP COURES PERMEABLE AGGREGATE. 6. BACKFILL AND COMPACTE EXCAVATED AREAS RESULTING FROM DEMOLITION ACTIVITIES WITH SELECT FEILLTO 95% WITH 12" MAX. LIFTS. 00 7. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. Q O N IIr 0— Q J H H H GRADING LEGEND N Q - SURVEY CONTOUR LINES J —L 411.52 SPOT ELEVATION 0- ---- 411 1 NEW CONTOUR LINES 411.5 — — NEW HALF CONTOUR LINES S=2.0%' SURFACE SLOPE c CONSTANT SURFACE SLOPE MATCH TO EXISTING — - — - — GRADE BREAK LIMIT OF PERMEABLE AGGREGATE ' 48" GRADE TRANSITION AT FIELD EDGE RETAINING WALL CHAIN LINK FENCE AND CONCRETE CURB CHAIN LINK FENCE TW 374.85 TOP OF WALL ELEVATION BW 369.40 BOTTOM OF WALL ELEVATION NORTH CITY OF V`R] RENTON Planning/Building/Public Works Dept. R-434424 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HBray 06/24/2025 ' LINDBERGH HIGH SCHOOL FIELD IMPROVEMENTS BASEBALL GRADING PLAN DATE: 21 FEB 2025 FIELDa PAGE DRAWING NO: F120 sHE 24 OF: 3 v d m x N N z w Ir D 0 U m ca r a 6 .3 0 0 m m i m m In a� v c J U Y W NOTE LEGEND 1. (INDICATES GENERAL CONSTRUCTION NOTE) ~ 3. INDICATES SPECIFIC CONSTRUCTION KEYNOTE -- ' GRADING NOTES / O O ------------ _ / 1. THE CONTRACTOR SHALL CALL AND NOTIFY DIGALERT AT 8-1-1 A MINIMUM OF 2 WORKING DAYS BEFORE Q ~II \ \ \ \ \ \ \ \ \ gJS\ \ \ \ \ \\ \\ \ \ \\ \ \\ \ \ \ \ Q�•• _\ \ -- - - / D? / / / / DEMOLITION, DIGGING, OR GRADING OPERATIONS OCCUR. N ------------- W 6� \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ T�9�G�9 `\ --- - / / / / 0� // l // 2. PROVIDE CONSTANT SLOPES TO PREVENT PONDING WATER IN ALL PERIMETER AREAS. \\\ I- --------- -- 3. STRIP FIELD AREA OF EXISTING SOD, ORGANIC MATERIALS, AND FIELD SECTION SAND MATERIALS AND DISPOSE OF r l --------- _(II \ \ \ \ \ \ \ \ \ \ \ - ------ / \ / < OFF SITE. ALL EXCESS AND UNSUITABLE SOIL MATERIAL SHALL BE REMOVED AND DISPOSED OF OFF SITE. -- O / //%``�fj�'G O /� 9 O O 4. HYDROSEED ALL DISTURBED LAWN AREAS AND RESTORE TO EXISTING OR BETTER CONDITION. - -- ----- _ 5. FURNISH AND INSTALL PERMEABLE FIELD BASE MATERIALS FOR THE ENTIRE SYNTHETIC TURF FIELD AREA INCLUDING 8 INCHES MINIMUM OF BASE COURSE PERMEABLE AGGREGATE AND 2 INCHES MINIMUM OF TOP COURES PERMEABLE AGGREGATE. � v / \ �� \ \ � \ rZI 6. BACKFILL AND COMPA CTE EXCAVATED AREAS RESULTING FROM DEMOLI TION ACTIVITIES WITH SELECT FEILL TO 95% WITH 12" MAX. LIFTS. o 7. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR JO oMATCHLINE TO SHEET F120 DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. e (NOTE PLAN VIEW ORIENTATION CHANGE) 96` -ago Imm- �20 PAkk 429 99•GRADING LEGEND SURVEY CONTOUR LINES MATCHLINE TO SHEET F120 -L411.52 SPOT ELEVATION (NOTE PLAN VIEW ORIENTATION CHANGE) RRS��T411 NEW CONTOUR LINES �T4 R PING �t CfrN AT N -r' 411.5 NEW HALF CONTOUR LINES _---- S=2.0%- VkI249 '� 6`9��\�5�\ V�4 5424ti�����'�I �/rL�ti�/�/ `4I ti�/tii�\�/�/ �(/ �II III���I �(���. ���I I�,/ v-s/\ 4I Sl \/ .�4`2�\ 1 9Ii, I/' ► °tI //�\/ \(0�l�I` ` I�\ /I\I \\ /\\ i\I �I � -\�❑- -.'-\® - -�3 - -.0\ -� \\\ A As \J�\� \� \\ \ �--I ----� _ -- - SURFACE SLOPE IA-P \O` 11 IN, c CONSTANT SURFA CE SLOPE OPE c fi MATCH TO EXISTING 412.511 Cd`GRADE BREAK vl I I I I I / TW 430.73 BW 429.44 6.99'I 43Q.00 I42d1 ,1 ,LL LIMIT OF PERMEABLE AGGRE GATE � 4/12.50 96' 12.50 48" GRADE TRANSITION AT FIELD EDGE RETAINING WALL CHAIN LINK FENCE AND CONCRETE CURB12. 0 TW 430.66 BW 430.47 CHAIN LINK FENCE 47 TW 374.85 TOP OF WALL ELEVATION S=1.o%� ��S. a BW 369.40 BOTTOM OF WALL ELEVATION 4 U.79'TW 430.39 BW 430.39421.7�\ 421.82 446 430.00 . 48 GRADING TRANSITION AT 425.0 ° P FIELD EDGE (TYP.)2'9.0 -434 42 5 ---- R -- 13�.. D IN COMPLIANCE WITH CITY OF RENTON STANDARDS 11 .o Sl4 8.2242 . 429.54' ° PB j p28. 2'8. 69.49' d ,t' 42 2 DEVELOPMENT ENGINEERING '� 29.3 ° HBray 06/24/2025 a p I NORTH CIVIL CONSTRUCTION PERMIT 2/21/25 SURYEYED` SCALE: VERTICAL. NAw ,ssDATE. As CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 14 25 DESIGNED: 1-20 Homzorru NAD ,ess/,as, CITY OF LINDBERGH HIGH SCHOOL 21 FEB 2025 EJG FlELDBOOK: Z CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25 DA HOGAN DRAWN. RENTON FIELD IMPROVEMENTS PAS LRB DRAWING N0 e ONE INCH DATUM CHECKED:ATATFULL S� 1450 114th Ave. SE, Suite Planning/Building/Public Works Dept. SOFTBALL GRADING PLAN F121 Know what s @ OW. D.A. Hogan & Associates, Inc. �0� FGISTER� IF NOT ONE INCH Call before OU dig. SjoNAL E��\ APPROVED: SCALE SCALE ACCORDINGLY SHEEt- OF. 25 42 Y g Bellevue, WA 98004 206-285-0400 400 N0. REVISION BY DATE APPR 00 O O I N 0- J H H N Q J L 0- W & & — 4 —/ \ _ NOTE LEGEND \ \\ \ \ - 1. (INDICATES GENERAL CONSTRUCTION NOTE) ------ ------ \ \ / 3. i (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) _--- W W _ - ---------- 403.39 n, _ DRAINAGE NOTES o N\ 1. SUBSURFACE DRAINAGE AND SITE STORMWATER INFRASTRUCTURE SHALL BE PRESERVED AND w / PROTECTED EXCEPT AS SPECIFICALLY AND EXPLICITLY DIRECTED BY THE ENGINEER. ALL EXISTING SYSTEM COMPONENTS ARE SCHEDULED FOR RE -USE. w— ��✓ i\ \ / , �\C \ / /�\ / \ I I I ,I 1 �- �� 2. FIELD SUBSURFACE DRAINAGE FINISH WORK MAY NOT BE PERFORMED PRIOR TO THE APPROVAL OF THE j %// / /�\\ / \� i�\ /' `/ /�\\�\�/ \\, I I II I I I I o / \\ _ FIELD SUBGRADE ESTABLISHMENT. �// �\ / 3. FOLLOWING MASS EXCAVATION OF THE EXISTING OVER -BURDEN OF ROOT ZONE SANDS AND /'/ / \\� q�I II O AGGREGATES AND APPROVAL OF THE SUBGRADE, LOCATE AND MARK WITH LATH AND FLAGGING EACH // ��//f� ��C. 'I\� ��\�/ J.\ //\\\\/ /\\ / ./ \C ' \� ��\�/ �\ ` / ..:� I I I I �+� mIfll\/If11141 FIFI fl CI IRCI IRG4(F f1R41r\14(,F 14TFR41 4Nf1 RFM(1\/F FXICTIr\I(, f1R41r\14(-F R4f'vFII I //' BOG/ \ ' / / ' ' \` / ' / �\\ / / I I I I I \ 4. SURPLUS EXCAVATED SOIL AND AGGREGATE MATERIALS SHALL BE REMOVED FROM THE FIELD 00'/ Cl SUBGRADE PRIOR TO COMMENCING ON THE NEXT ADJACENT TRENCH. EXCAVATED MATERIAL MAY NOT *,000, 0,� REMAIN ON SUBGRADE. O° r STORMWATER DETENTION ' �` /� \ �\ / I I I ( I <\ 5. PROVIDE A SMOOTH EVEN SUBGRADE AFTER REMOVAL OF THE TRENCH MATERIAL. SUBGRADE TO BE A '/ / � I �� \ ' �\ / SEE CIVIL �\ /� ' �\ I I ( COMPACTED TO 95%. LEAVE NO LOOSE MATERIAL ON THE SUBGRADE. SUBGRADE STRUCTURAL SOIL CD E TRENCH CLEAN-UP, /' 00C,//' \ �//' r/ �\\ / ' \` / i�\ ' �\\ / \ 4 /I I I I \ PLAC MENT OF TR NCFABRIC PLACEMENT OHBWALLLCOORDINATED FABRIC, AND BACKFILLWIITHLETION CL AN,OAPPROV APPROVED AI AGE AGGREGATE. t Oo� - C /// - O� // �0 \ i�\ / �\� �\� \� I 6. WHERE DIRECTED, REMOVE EXISTING FIELD SUBSURFACE DRAINAGE LATERAL AND REPLACE WITH NEW O �� i\\ /�\\�\�/ \\�/ /� �/ \\� 5.o I i I I o j O AS FOLLOWS; , / \ \ / �\\ / ' A. EXCAVATION BELOW INVERT GRADE MUST BE ESTABLISHED TO A DEPTH SO AS TO PROVIDE FOR / \� / /ri ' 0' /'' \� I I / O/ �\ SPECIFIED PLACEMENT OF PEA GRAVEL BEDDING AT BOTTOM OF PIPE ELEVATION PRIOR TO LAYING / / // // / / /0�//' /j/ - _ /�0°/,/� T?c/ /j ,// ,// / i\\ /\\� �\\/ \ / 04. 5 I i I I I �/ a THE PERFORATED PIPE. / D�,r/ /// / ,, / �' ,// GoC �O /// i��,// \ / \\� B. CONNECTION OF LATERALS TO COLLECTOR DRAINS SHALL BE MADE WITH A COMBINATION REDUCING \ �\\ TEE AND REDUCING SADDLE TEE. ��/'� '/ O� '� �� '/ \\. / ' /\� I I o C. NO FOREIGN MATERIAL WILL BE PERMITTED INSIDE ALONGSIDE UNDER OR ON TOP OF THE / // / �/ ,// gh,�/\ •Sp/ /r ,�/ /r \: J'!��1 /�\\�\�/ i\\C i\\ / ,1�� x I I I I PERFORATED DRAIN PIPE. �F '\` / i\\ / D. THE BACKFILL FOR ALL PERFORATED PIPE SHALL BE CLEAN WASHED PEA GRAVEL. REFER TO THE % l/ �/r /j/ // / r it tp� jj/ �F1_; 'A rr� / \\� \ I I II I I \ SPECIFICATIONS FOR THE GRADATION REQUIREMENTS. � /�/�\\/� / \: o I I ` I I E. ALLTRENCHES TO HAVE BACKFILL MATERIAL "CROWNED" A MINIMUM OF 2" ABOVE SUBGRADE TO ,r/ I / / / \, 1�r/ //j/ / �/j \\ /� / \\� /' �/ /*> i I I PROTECT FROM FOREIGN MATERIAL AND PROVIDE FOR EASE OF LOCATION IDENTIFICATION. ,��?/,� / /� �,�/,/ r� �,\ /,\ �c ,,� �h ,,/' �Q� ,,/ ,/ \ / /�\\� i\\ //\\\\� �I I o CROWNS WITH FOREIGN MATERIAL CONTAMINATION SHALL BE REMOVED PRIOR TO PLACEMENT OF �� r/ / \ /' \` / I \ 3981 BASE AGGREGATE. rj' �°,�i/ , r ,/� r \� \ / �\\ �� \ 396 F. DURING PLACEMENT OF SPECIFIED TRENCH BACKFILL, PIPE MUST BE HELD IN PLACE TO PREVENT / // ��, �\,' I \ 6. EX DISPLACEMENT AND PROVIDE FOR ACHIEVING SPECIFIED INVERT ELEVATION. DO NOT DAMAGE PIPE /�� ���' /�O �� ' O�`b/ j / j/ ,// \\ , / �\\ i o I ( ) OR ALLOW PIPE TO BE DISPLACED BY PLACEMENT OF BACKFILL MATERIAL. // / // // \\�X '/ ' INSERTA-TEE TAP Uj // / // // / / / i \ �\ CONNECTION / s 7. CAP THE ENDS OF ALL LATERAL RUNS WHERE THE PIPE END IS EXPOSED. ALL OPEN ENDS DURING /'/ ///�O p \ �, � e IV 38(718 ( / CONSTRUCTION ARE TO BE TEMPORARILY CAPPED OR PLUGGED. /� 41, �� // ,j �i ,/ ��� \ / / g NO TRUCKS OR EQUIPMENT WILL BE ALLOWED TO DRIVE OVER THE TOP OF THE TRENCHES EXCEPT r/ °' TO .2 .2 I \ TRACK -EQUIPPED MACHINERY UTILIZED IN SPREADING BASE AGGREGATE MATERIALS. BACKFILLED /� /� 00� /� �O A G \ 00,,/ ��� /\:\ �\ I I I W 00 TRENCHES ARE TO BE STAKED AND FLAGGED 3' ABOVE GRADE AT MAXIMUM 30' SPACING. �¢/// , rr , ri ii ri ii� �' % /i c° // / / �- I I o I �w 9 00 0 �`/ ,/ , i ,% , rj �o �� / �� ri �� l l I ��✓ nor ,i i , ,. r , 411 / , / O\ // QOQ /i // \ / // /i/ /r rj 10/ >i// < / /xO�, \ i/ > ' /////i °//j> � \_ \�\ \ /�' /r' ' / /� �ii ,r/ /��0�// A �� °o/, O /// > / 0 �,/ / / '/ // I III I05.21 II I 05/.2,1/ /i TW 'IIr' / / D[RAINAGE LEGEND i /i' 'i' ' t� i// //i /O• kEX0 7O2 (EX) A' �/ // ,�END CAP,, /6`11,,,,iO/r405.23(i/ I I \ Q)\ I / ,r/ ,�/ ,r/ 0� /r ,j/ Off. Fs, r // / / i — EXISTING 6" PERF. CORR. POLY DRAIN TUBING I I l / / / d / ii r/ rr ii // /r a I\ i/ ,� r ,/ ooS �J ,� / /r/ , /i // /r rr �o� o /i ° ,�° l , / I // I // // // N \ \ \ II I/ \ I I I �i�✓, , / j—O //v� ri/ jr//r, , / ri/ ,/i ,ii� //i/,/ /r i/r�i i/r %i r /j % �� r// ��/i /i/j• � � ��1s �/°� /�o� /0rj ,�/r �II, / /( �/ i/ \ \ / / w EXISTING 6" OR 8" CPEP DRAIN COLLECTOR , A o CLEANOUT/V /,/ / /,�/,/, rI /// \ r / l / f JI FLOW DIRECTION /'' /// // r// //// //' /// / 00 \cb j, / �F // \ �/ G0/ p ICY° /� / / / / / / ,// j O� // �. IE 414.30 INVERT ELEVATION \ , J , / // // I // // /� /, / /� ��,, / j / 40 .23 (/X� / 4�15!21 ' /' /� //� r irk /'j % i'r ,% Qj/ r/���� r �\ / ,// ,j/ / / ,, / �O , I� / / / �, CIE 413.00 COLLECTOR INVERT ELEVATION / // r/� , / // // // r/ / / �� // �` r °� O� � 0 4 5.59/(E� BW 65. � � - ,r 410 / ,, O ��� )/ / , Y - - - - - - - - - - - EXISTING CATCH BASIN /'r I /%'� , rr r / O �)'/ i'/ 405.27— j N / r /r ' / i o�irr ,ii� ro // ,____ // L' I �/ \ /r // O /� �� j, / / `� /i� A O I� I% / // / / / / _ - _ HAND EXCAVATE EXISTING DRAINAGE // �/ °/ / / / / / /% d 40533 Xy /// / / / / ' '' TRENCHES FOR EXISTING DRAINAGE PIPE 0 3. 3 1�01,/ ✓ - G� �/ / / / /' / �_ INSPECTION, REPAIR, AND DRAINAGE \ r — / // o O // �, // /� / // �O / /� / / / - AGGREGATE REPLACEMENT �. NO T 404.28 404.2 405.35 (EX) 40 405.28 (EX)/cl �� �� \ \ / �— — �— _ ——405-38 (EX) — _ = = _�-- 405.3 ) / / X \ / / / / / / �01' / / / / / �_ \ R-434426 \ \ \ \��o - - -- - _ z/* �/, // // / _ IN COMPLIANCE WITH CITY OF RENTON STANDARDS \------------ = _ __ _ - - - - _ / / / / / ' DEVELOPMENT ENGINEERING ��----------------- �- -- — _ _ i MATCHLINE-TO SHEET F131 / / // ^i7 - 1 (NOTE PLAN VIEW ORIENTATION CHANGE) \J >/ HBra 06/24/2025 Z. � CIVIL CONSTRUCTION PERMIT 2/21/25 SURVEYED: SCALE: VEffnCAL- NAw lsae DATE: �. r� OF As CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 14 25 DESIGNED: I =20 HORIZONTAL- NAD 1983/1991 . CITY OF LINDBERGH HIGH SCHOOL 21 FEB 2025 FlELDBOOK: `a CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25 EJG � RENTON !1 HOGAN Z DRAWN: FIELD IMPROVEMENTS PAGE: LRB ONE INCH DRAWING NO: � �ATU M D.A. Hogan & Associates, inc. �- FG�STER \ CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. BASEBALL DRAINAGE PLAN F 13 0 1450 114th Ave. SE, Suite 225 sIo EPA IF NOT ONE INCH Bellevue, WA 98004 206-285-0400EJG NAL NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: 2 6 OF, 42 O O N 00 O O i N Q J T LO C) O O N Q J \ - - - - - I.E. 403.40 -- BB-18W- I.E.4�:9� �I. 99.14 BB-18- - \ \ \ 4J \ \ \ \ \\ \\ \ \ - ----- _- = ___- �1 C 17E E.\ \\\03.40 3-40 B\ \\A \\ \\B ScV-�\A,\�_-s19/W�\s• \� \ I.E. EE\ - \00. V3�- �W 3-I-�9-9- 9_.2- 4� -_c1_-n __�-5_- B-__-B -_ma19-\'s E ° �O-�r� Ln � \- I.�+ E 3�II 1\\■\ I A_.II I40 'T- /\ \/\ \/ I \I \ I/ � �) / ) I \ l \ J\1 9O 0 I OBB-20W I.E402.67403.0 - ---I.E. I.E. 403.13Ll Ilk,\i BB- E. 403.40403.4 ��°00 INE TSHEET F30 MATCHL° (NOTE PLAN VIEW ORIENTATION CHANGE) I.E. 403.40 W I.E. 422 /�I 3.3 C. 99.51 %5��V E. 40.E0. C..E 99 PP3 28.8 4 �°° O 430\ ° 1/0 6MATCHLINE TO SHEET F130/\�� \\�a \ (NOTE PLAN VIEW ORIENTATION CHANGE) o�\s \\ \/ \ qo\ P\G\� \ \\ G G S \4.6 973 \ 9 �0.86 (EX)\\ 412 �S\50\ \ ° \ \\ �\ C B TW 430.73 �\\ �i2 b,5 /,& (E) BW 429.44 6.99� 41 .38 0S N. ° �2�\ w 11\\ I II I 1 I 1 411.47 4 2. 0 / III / ° \\ �l�° III 1 w 6 44 %� 0 (\\ \\ �G �9\\ / \\ \ �l \ <�\ \ S\\ \\ \ \ I \ I NOTE LEGEND 1. (INDICATES GENERAL CONSTRUCTION NOTE) DRAINAGE NOTES (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) O O O 1. SUBSURFACE DRAINAGE AND SITE STORMWATER INFRASTRUCTURE SHALL BE PRESERVED AND LO PROTECTED EXCEPT AS SPECIFICALLY AND EXPLICITLY DIRECTED BY THE ENGINEER. ALL EXISTING SYSTEM N COMPONENTS ARE SCHEDULED FOR RE -USE. (� 2. FIELD SUBSURFACE DRAINAGE FINISH WORK MAY NOT BE PERFORMED PRIOR TO THE APPROVAL OF THE U FIELD SUBGRADE ESTABLISHMENT. O FOLLOWING MASS EXCAVATION OF THE EXISTING OVER -BURDEN OF ROOT ZONE SANDS AND AGGREGATES AND APPROVAL OF THE SUBGRADE, LOCATE AND MARK WITH LATH AND FLAGGING EACH INDIVIDUAL FIELD SUBSURFACE DRAINAGE LATERAL AND REMOVE EXISTING DRAINAGE BACKFILL AGGREGATE SUFFICIENTLY TO INSPECT THE PIPE TO THE SPRINGLINE. PROTECT AND MAINTAIN TRENCH ✓ 1 WALLS. o� 1 I \ 4. SURPLUS EXCAVATED SOIL AND AGGREGATE MATERIALS SHALL BE REMOVED FROM THE FIELD z SUBGRADE PRIOR TO COMMENCING ON THE NEXT ADJACENT TRENCH. EXCAVATED MATERIAL MAY NOT 00 ` REMAIN ON SUBGRADE. O O 5. PROVIDE A SMOOTH, EVEN SUBGRADE AFTER REMOVAL OF THE TRENCH MATERIAL. SUBGRADE TO BE O COMPACTED TO 95%. LEAVE NO LOOSE MATERIAL ON THE SUBGRADE. SUBGRADE STRUCTURAL SOIL O FABRIC PLACEMENT TO BE COORDINATED WITH THE COMPLETION OF DRAINAGE TRENCH CLEAN-UP, L I PLACEMENT OF TRENCH WALL FABRIC, AND BACKFILL WITH CLEAN, APPROVED DRAINAGE AGGREGATE. N O WHERE DIRECTED, REMOVE EXISTING FIELD SUBSURFACE DRAINAGE LATERAL AND REPLACE WITH NEW AS FOLLOWS; A. EXCAVATION BELOW INVERT GRADE MUST BE ESTABLISHED TO A DEPTH SO AS TO PROVIDE FOR \ SPECIFIED PLACEMENT OF PEA GRAVEL BEDDING AT BOTTOM OF PIPE ELEVATION PRIOR TO LAYING Q \ THE PERFORATED PIPE. \ \ B. CONNECTION OF LATERALS TO COLLECTOR DRAINS SHALL BE MADE WITH A COMBINATION REDUCING J TEE AND REDUCING SADDLE TEE. C. NO FOREIGN MATERIAL WILL BE PERMITTED INSIDE, ALONGSIDE, UNDER, OR ON TOP OF THE PERFORATED DRAIN PIPE. D. THE BACKFILL FOR ALL PERFORATED PIPE SHALL BE CLEAN WASHED PEA GRAVEL. REFER TO THE \ SPECIFICATIONS FOR THE GRADATION REQUIREMENTS. \ E. ALL TRENCHES TO HAVE BACKFILL MATERIAL "CROWNED" A MINIMUM OF 2" ABOVE SUBGRADE TO PROTECT FROM FOREIGN MATERIAL AND PROVIDE FOR EASE OF LOCATION IDENTIFICATION. CROWNS WITH FOREIGN MATERIAL CONTAMINATION SHALL BE REMOVED PRIOR TO PLACEMENT OF LO BASE AGGREGATE. O F. DURING PLACEMENT OF SPECIFIED TRENCH BACKFILL, PIPE MUST BE HELD IN PLACE TO PREVENT O DISPLACEMENT AND PROVIDE FOR ACHIEVING SPECIFIED INVERT ELEVATION. DO NOT DAMAGE PIPE OR ALLOW PIPE TO BE DISPLACED BY PLACEMENT OF BACKFILL MATERIAL. LO 7. CAP THE ENDS OF ALL LATERAL RUNS WHERE THE PIPE END IS EXPOSED. ALL OPEN ENDS DURING CV CONSTRUCTION ARE TO BE TEMPORARILY CAPPED OR PLUGGED. ONO TRUCKS OR EQUIPMENT WILL BE ALLOWED TO DRIVE OVER THE TOP OF THE TRENCHES EXCEPT J TRACK -EQUIPPED MACHINERY UTILIZED IN SPREADING BASE AGGREGATE MATERIALS. BACKFILLED , TRENCHES ARE TO BE STAKED AND FLAGGED 3' ABOVE GRADE AT MAXIMUM 30' SPACING. 1 ' 412.57 (EX) / 12.50 }�6�ti / J 3 7 / I s �� \\ °O\\ \ \gyp J\\ CIS \\ \ \\ \ \\ \\\ \\ �/ I II I I I I I I \ 415 67 /41 / ° I 412.51(EX) S\ \ S \ \ c`\ \ q 4 47 412.57 (EX) \ \ p � I I I \. I \ I I I I I I 12. 0 TW 430.66<�\\ I BW 430.47 I [� O.\\ n�\\ s\\ \ � / I I I �n �\ \ �\� \ < ' \\ Vs\\ \ �\ \� \\\ �� �\\ I I I I I I I I 1 418.68 \ I 4 0 II DRAINAGE LEGEND E END CAP EXISTING 6" PERF. CORR. POLY DRAIN TUBING EXISTING 6" OR 8" CPEP DRAIN COLLECTOR o CLEANOUT FLOW DIRECTION IE 414.30 INVERT ELEVATION \ / �I / II I /\ \ /J / ��\\ \\ \ \ \\\ \ \ \\ \\ I /\ I \ I I I 1 \ \ \ \ 415.4� \ \ CIE 413.00 COLLECTOR INVERT ELEVATION °�\ \N \ \\ \\ \ \� \ j °�\�� I I I \ I I I 114 8.� N \ I I SS I Iph j I I ❑ I I I II I O 4\ .� 8 � EXISTING CATCH BASIN C'\\ 4�5.67 IT I C\ \ \\\\ \\ II II 421.7 HAND EXCAVATE EXISTING DRAINAGE ' \\S\\>7.79' TW 430.39 BW 430.39 4, 2 Ia II I 4\I \ 42 2 \ 7\\ \ \\\ \\\\ \ \1 / C \ TRENCHES FOR EXISTING DRAINAGE PIPE 47 42 0'I /��8.03�\ 2$.4� INSPECTION, REPAIR, AND DRAINAGE421.7O /428.62 AGGREGATE REPLACEMENT42� . 9 0 0.0\ \ \ \ \ 430.5 X j\\J \\ 430.75 (EX) 430.0 430.72 (E) 0 >\ y125. 7 y�. / I\ \ / °\� �o I 28.08 I I Cq 430.58 4 Q9.02 ;/ \\ s 0 P 48Pj--------------P ---- -- �O P I� /► I , 8.29 4�8.05 I\ , °�_�,__\ __ __ � - ,��'� \,�\\a R-434427 a\ " -----�'----- / --- - 4�8.64(E ) I -T \ ���� I- /L8.22 -I / \ 7 %�8- - 429°� Q --0 . o- _ \ = - - 28-09 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 42B 5 .06 1. o _ \ 429.54' 0.7% B d � 428. 0 .02 p \00 \ 1 \ \ \ \ \ �8. 2 d PB 42 �2 p \ \ \ \ \� \ \ \ \ \ DEVELOPMENT ENGINEERING 0.1 (EX) 430.41 (EX) \ 428. 6' 9.49' 428.66 (EX) d r \ \ \ \firiFIS 29.3 ° 12?, � / I 430.22 (€X) �430.45 (EX) \ 429.52 EX \ - \\ \ ��S \ \ \\ \ \ \ _\ �\ HBray 06/24/2025 a 0 429.78 X) ( ) _ - I427.95(EX)�\ 427.80 NORTH �1 )f AS, • q� � � a < Z H OGAN D.A. Hogan &Associates, inc. '�oFG�STER w 1450 114th Ave. SE, Suite 225 SIGNAL Bellevue, WA 98004 206-285-0400 CIVIL CONSTRUCTION PERMIT 2/21/25 SURVEYED: SCALE: �I » I -LO> wffnCAL- NAw lase HORIZONTAL- NAD 1983/1991 \ATU M . CITY OF RENTON Planning/Building/Public Works Dept. LINDBERGH HIGH SCHOOL FIELD IMPROVEMENTS SOFTBALL DRAINAGE PLAN DATE: 21 FEB 2025 CIVIL CONSTRUCTION PERMIT 4 14 25 DESIGNED: EJG CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25 FlELDBOOK: PAGE: DRAWN: LRB ONE INCH DRAWING NO: F1 I 31 I CHECKED: EJG AT FULL SCALE SIIF NOT ONE INCH ACCORDINGLY SCALESHEET: NO. REVISION BY DATE APPR APPROVED: 27 OF, 42 ,a 3 v d 7 x N N H Z w C) U m m m r 0 .3 O 0 m U I m W J Q) L U U D- U m Y W O LU , / o / /A • w QCV-BB6 N—`• \ \ LRKIG9T-[ON/ / / w � � � QUICK COUPLING /MAINLIN�� W _ VALVE & BOX (TYP.) ��//1/ /`/ //'// /�• /� / �\,y/I/ / 1, / / I NE I EXIS MCI �fi, / ) ' . 00\:.� , �\� / �\� / \ /'\ G E < N QCV-BB1 '� 1 �G \. j / /�\\ / /�\\ / \�, j CD Ldt1v QUICK C6 ING VALVE i B�TYP.) F260 <0 2 M INLINE Np �\\ �\ / / 2 INLINE XX �0' 9� /\� \ / %�\ /� • I I I \\ <�✓ I / O o C) F. \ / o I )61 C). /> �o A G b, ; I / I I 1\ / / / • / / / ��' / �°�. A G\�• / o° IRRIGATION LEGEND °�° I 1" QUICK COUPLER VALVE AND BOX I \ I I I I QCV-BB5.,- F'/ o �° I I QUICK COUPLING 0' \°bVALVE & BOX,(TYP.) — —i g BALL VALVE IN INDIVIDUAL BOX �p'� �O / I� �i^ —•• ••— SCH 40 PVC IRRIGATION MAIN LINE ,o o� / / 1 / / 0� �O A G\� ,�2 BALL VA I I / ° 60 / No SI / / I \O \ cb \ `LO G' ICRI.Ic NO LI1 QCI K COU'PLING / / / / / ��� / \o��/ —I VALVE &BOX (TYP.) `\� \�' / // // / 0 40 ------ o \�,. ��,`�°i° / ///// //- ---- — / Att-VAiVE-]: IRRIG TION/ i415 I (TYP.) I --MA 'LINE 2 I --�� �TYP.) \ M p0/ �p �° 2 MAINLINE QCV-B / i o I� 1 j / / '6>( II ;. .. �' / / / / U K COUP LIN F260 O O� I / / Pp, \ moo\ I _ �' �•`.. pVA-CVE & BOX (1°S�) "� / / \ .. 1 / / \ MATCHLINE TO SHEET F141 _ — — (NOTE PLAN VIEW ORIENTATION CHANGE) — — — — — - — — — — ��J�c,�P� \�(N`�N��� /�'c�P NORTH i cL. CIVIL CONSTRUCTION PERMIT 2/21/25 SURVEYED: SCALE: VERTICAL: NAVD 1988 CITY OF '�. » > HORIZONTAL- NAD 1983/1991 of As �,o CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 14 25 DESIGNED: 1 =20 0 z � CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25 EJG RENTON H O G A N DRAWN: � LRB ONE INCH DATUM D.A. Hogan & Associates, 0 FCISTER� �\ CHECKED: AT FULL SCALE Planning/Building/Public Works De t. 1450 114th Ave. SE, Suite 225 sIo E� IF NOT ONE INCH p NAL NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY Bellevue, WA 98004 206-285-0400 EJG R-434428 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HBray 06/24/2025 ' LINDBERGH HIGH SCHOOL FIELD IMPROVEMENTS BASEBALL IRRIGATION & WASHWATER PLAN DATE. 21 FEB 2025 FIELDBOOK: PAGE: DRAWING NO: F 140 SHEET:OF: 2 Q 42 O O N 00 O C) N Q J T LO C) 0 0 N Q J 3 x x N N Z w C) U m m m r a J 0 .3 0 0 m U I [o m W i Q) L U Y W ax: 96" ?7.79' 0 i n I.E. 403.40 BB— 18W I.E. 402.94 C.I.E. 99.14 BB-18 E. 03.40 BB— 19W I.E.403.0 C.I. Iai 9 BB— 19E 1.E / / / / / / )// \ \ \7OFC I!E 3 l / / / / \ \ \ \ \\ \ \ \ \ 99.29 L O / \ \ \ \ \\ \ \ \ \ I. OBB-20W I.E. 402.67 Bb/ 9l403. I.E. 403.13 E. 4a 6 B W BB— I. 403.4 I.E. 403.2� I.E. / MATCHLINE TO SHEET F140 `(NOTE PLAN VIEW ORIENTATION CHANGE) � W / I I C� 4 l�— I. E�40?22 /I D 31—,�—� �'99.51 r ti _QCV-s8i��60-� \ \ \ QUTCK�6Q,U__P NCG\ \ \ 23E l VAtVBOX(Ty Pq \\�� \�24\�\ �\ �� \ \\\\ E. 4u5. 0 I. 0 I.E. 403. 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I I _ Q I I I I I I I I � I` � { F260 • \x.9\\ Q0-S13 0 o QUICKQO PILING \ \, C i VALVE & B6\ \ \ l \ \ (TYP.) 11 I ❑• �1 I I I I I \\ I\ N r� I,.``\\ \ �\ \\ s\2 CI I 1 I ► \ _� \\�\ \ \ ;�• l� QUICK COL�R6)'�— —' = = �S / ALVE & BOX) F260 ��\ \ 1 I \ \ I \ r \ I 2" MAINLINE J P \� I co \ 00 I QCV-SB5 / — I I I I �• \ \ \ c \� W p P — — — — QUICK COUPLING \ ----------- VALVf$fi3ifYP-------- I — I )\��--\—_--'c--'�� wc�l P------------ -- z > 1. o r� 0.7% IRRIGATION LEGEND 0 1" QUICK COUPLER VALVE AND BOX —•• ••— SCH 40 PVC IRRIGATION MAIN LINE \ \ NORTH R-434429 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HBray 06/24/2025 ' CIVIL CONSTRUCTION PERMIT 2/21/25 SURVEYED: SCALE: VERTICALNAw lase DATE: 21 FEB 2025 oF As CIVIL CONSTRUCTION PERMIT 4 14 25 DESIGNED: 1 —20> HORIZONTAL- NAD 1983/1991 . CITY OF LINDBERGH HIGH SCHOOL H OGAN DRAWN: FIELD IMPROVEMENTS z CIVIL CONSTRUCTION PERMIT RESUBMITTAL FlELDBOOK: 6/4/25 EJG RENTON PAGE LRB DRAWING NO: � ONE INCH DATUM F 141 D.A. Hogan & Associates, inc. �0 FG/STVF CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. SOFTBALL IRRIGATION & WASHWATER PLAN 1450 114th Ave. SE, Suite 225 sIo E��� IF NOT ONE INCH Bellevue, WA 98004 206-285-0400 NAL NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF, 42 O O LO N r 00 0 O i N Q J T LO O O N Q J INFILLED SYNTHETIC TURF SYSTEM 1" SUPPLEMENTAL PAD 12.5' WIDTH SOIL BEARING FABRIC PLACED EVENLY BETWEEN EXISTING DRAINAGE LINES 2" TOP COURSE ° 00 e° oo °° oo e° oo e° o0 0o e° oo e° oo °° oo e° oo °° o0 00 °° oo e° oo e° 00 °° 00 v °„ 00 °„ 00 °° 00 °„ 00 °„ oo °° o ° o 0 0 0 0 0 0 0 0 0 ° o 0 0 0 ° ° o ° ° ° PERMEABLE AGGREGATE „ 7.5 BASE COURSE O� O OD O OD OD O OD O OD O O OD O O O OD O OD O PERMEABLE AGGREGATE 1 F210 FINISH GRADE —IIIII I � -� I I I I I I I I I I -I I_ 0 ° REMOVE AND REPLACE .4 4 ° o°o° O° TOP 2" OF PEA GRAVEL COMPACTED ° o° °° o' 0. AT EACH TRENCH PERMEABLE oSUBGRADE STRUCTURAL o ° ° °SOIL BEARING FABRIC ° EXISTING PEA ROCK EXISTING 4" PERF. CORR. o ° ' ° o EXISTING PEA ROCK DRAINAGE TRENCH POLY DRAIN TUBING DRAINAGE TRENCH SYNTHETIC TURF FIELD SECTION NOT TO SCALE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4" EXISTING CRUSHED + + + + + + + + + + + + + + + + + + + + ROCK SURFACING V 2 V 2 V 8" EXISTING BASE vUOOoUOOoUOOoUOC COURSE PERMEABLE Oo��o Oo0/o Oo0/o Oo0/o AGGREGATE p •Q °�O •Q °�O' .° .° EXISTING COMPACTED SUBGRADE 2 F210 3 F210 \-- EXISTING LATERAL EXISTING CRUSHED ROCK SECTION BATTING CAGE SYNTHETIC TURF SECTION NOT TO SCALE EXPANSION JOINT SEALANT EXPANSION JOINT 3/8" EXPANSION JOINT 211 WITH POLYURETHANE 2" 4" BAND WITH SMOOTH JOINT SEALANT FINISH CENTERED ON EXPANSION JOINT FINISH GRADE a a a a LATERAL SPACING 15' TYP. J. o ° o ° o ° o ° o ° d ° " o ° " o ° " o ° " o ° " C2 o p• a o 00 • a o 0 p • a o 0 p • a o 0 O a o 00 a o 0 p a o 00 a o 00 a o CIO •\ oo��o oo��o oo��o oo��o oo��o c 0•6 nCIO •C °C>O• o_ ° o_ ° i o00 �o° IV EXISTING LATERAL PROPOSED SYNTHETIC TURF SECTION 4 _4 d Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0'7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SUBGRADE COMPACTED TO 95% MIN. A: CONCRETE PAVEMENT AT EXPANSION JOINT 4" CONCRETE PAVING LIGHT BROOM FINISH 6x6-6 GAUGE WELDED WIRE MESH 6" CRUSHED SURFACING TOP COURSE NOTE: EXPANSION JOINT TO BE INSTALLED AT ALL INTERFACE BETWEEN CONCRETE PAVING AND VERTICAL WALL OR EXISTING CONCRETE PAVING 1.5" INFILLED SYNTHETIC TURF SYSTEM FINISH I;W� GRADE 3.5" TOP COURSE PERMEABLE AGGREGATE 7" EXISTING BASE COURSE PERMEABLE AGGREGATE EXISTING COMPACTED SUBGRADE 4 F210 4" SOIL MIX UNDISTURBED SITE SOIL NATURAL TURF RESTORATION NOT TO SCALE SEEDED LANDSCAPE RESTORATION ROOT ZONE; THOROUGHLY ROTOTILL 4" SOIL MIX AND 4" OF PREPARED SUBGRADE TO DEPTH OF 8" UNDISTURBED SITE SOIL HAND -TOOLED WEAKENED PLANE JOINT, DEPTH EQUAL 25% OF THE SLAB THICKNESS 4" CONCRETE PAVING FINISH LIGHT BROOM FINISH GRADE a ° a a o a a 4 4 4 a a a 6x6-6 GAUGE WELDED WIRE MESH 0 0 V 0 0 V 0 0 0 0 V 0 0 V 0 7 0 6" CRUSHED SURFACING 0000V0�000000V000V TOP COURSE R-434430 0 0 0 0 � 0 0 � � 0 � 0 0 0 0 � 0 0 NOTE: IN COMPLIANCE WITH CITY OF RENTON STANDARDS EXPANSION JOINT TO BE SUBGRADE COMPACTED III I INSTALLED AT ALL INTERFACE BETWEEN CONCRETE PAVING DEVELOPMENT ENGINEERING TO 95% MIN. AND VERTICAL WALL OR firiFIS EXISTING CONCRETE PAVING HBray 06/24/2025 B: CONCRETE PAVING WITH WEAKENED PLANE JOINT CONCRETE PAVING NOT TO SCALE CIVIL CONSTRUCTION PERMIT 2/21/25 SURVEYED: SCALE: HORIZONTAL: NAD 1983/1991 VERTICAL: �� 1988 DATE: CITY OF LINDBERGH HIGH SCHOOL 21 FEB 2025 K&I AS CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 14 25 DESIGNED: NTS FIELDBOOK: CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25 EJG RENTON FIELD IMPROVEMENTS PEE � LRB ONE INCH DATUM . DRAWING N0: D.A. Hogan & Associates, inc. BOA FG/STERN CHECKED: AT FULL SCALE Plonning/Building/Public Works Dept. TYPICAL SECTIONS F2 1 0 1450 114th Ave. SE, Suite 225 sjoNAL E��\ EJG SIF CALE T ONE INCH Bellevue, WA 98004 206-285-0400 NO. REVISION BY DATE APPR APPROVED: LY IEJG SHEET: 30 OF:42 C7� C:) C:) O CV r 00 T C:) C:) 0 6 CV rr Q J " /— �l J C:) C:) C:) N Q J HOME PLATE BEVELED EDGE TOP OF HOME PLATE TO BE MAINTAIN 1/4" GAP AROUND HOME PLATE FLUSH WITH SYNTHETIC TURF coTO FACILITATE REMOVAL 6 INFILLED 1 SYNTHETIC F210 TURF 0 O p a o SUPPLEMENTAL w p ° Z' F � o, U p o ° PAD 41 ADHERE SYNTHETIC o I 4" I op p. TURF BACK TO TOP OF oo D D I PVC I Z' © o TOP COURSE FULLY CURE CONCRETE OO o I WEEP I p 9. . o o AGGREGATE D a o 0 0 O BASE COURSE 0 0 EXISTING SOIL BEARING STRUCTURAL FABRIC 1 F220 2 F220 HOME PLATE NOT TO SCALE BASE WITH ANCHOR NOT TO SCALE 12" p p p © p � aa � � p � p p p MIN. 3" p p 0 o AGGREGATE 9 5�I I I I I MAINTAIN 3" OF PERMEABLE AGGREGATE COMPACTED oA = TOTAL DEPTH OF RUBBER PLATE SUBGRADE BO = DEPTH OF HOME PLATE MINUS DEPTH OF INFILL ORANGE SAFETY BASE FIRST BASE AT SOFTBALL FIELD ONLY, LOCATE ADJACENT INTO FOUL TERRITORY )P POST NOTE: PROVIDE PLUG WITH TURF TO FIT IN SLEEVE ANCHOR TOP PLATE FEMALE GROUND STAKE ALTERNATE EXPANSION JOINT AND WEAKENED PLAN/CONTROL JOINT AT EACH POST. CONCRETE PAVING JOINTS TO ALIGN WITH CL OF FENCE POSTS WHERE INCLUDED. - TOOLED 0.5" 45° EDGE O CHAMFER 2.5" CLR D. D ° pd—D a s I 101 c #4 REBAR P CONTINUOUS 1211 0 PLAN VIEW 0.5" 45° CHAMFER MIN. 3" a 4- °. .: p , #4 REBAR CONTINUOUS 3/8" IMPREGNATED FIBER BOARD AT ALL LOCATIONS, y LOCATE (2) CONTINUOUS #4 FULL DEPTH AT FENCE POST LOCATIONS BAR WITHIN THE BOTTOM OSECTION 30% OF THE CURB MASS. 3 F220 PROVIDE ADEQUATE COVER. © ELEVATION CONCRETE CURB & EXPANSION JOINT NOT TO SCALE .p CHAIN LINK FENCE Lin bQ 4 p p 12" p p MIN. 31' 4,p p � o SECTION AT FENCE POSTS 4 F220 PITCHING RUBBER 6"SQx24" MAINTAIN 1/4" CLEAR AROUND 6 u -III III — III I I I SOFTBALL PITCHERS PLATE 1" PVC DRAIN NOT TO SCALE BROWN INFILLED SYNTHETIC TURF REMOVABLE TURF INSERT WITH VELCRO EDGES 1 GREEN BROWN F219 SYNTHETIC SYNTHETIC TURF TURF SET CONCRETE COLLAR TO RECEIVE PLATE FLUSH TO ADJACENT INFIELD MIX ADHERE SYNTHETIC TURF BACKING TO TOP OF CONCRETE 1 SYNTHETIC TURF F210 SUPPLEMENTAL PAD TOP COURSE PERMEABLE o AGGREGATE BASE COURSE PERMEABLE AGGREGATE ( CONCRETE COMPACTED SUBGRADE 12:1 SLOPE FROM A POINT 6" IN FRONT OF PLAN VIEW THE PITCHER'S RUBBER TO A POINT 6' TOWARDS CL HOME PLATE 91-011 7'-6" L d a o n O000� Oo o� O000� O SYNTHETIC TURF EDGE ANCHOR AT I — PITCHER'S MOUND I I 4X4 RECYCLED PLASTIC TIMBER 4" CONCRETE PAD IN LENGTHS AS REQUIRED. #4 REBAR 2' O.C. S BASEBALL PITCHERS MOUND F220 NOT TO SCALE 0.5" 45° O CHAMFER 0 2.5" CLR ° D ° TOOLED © ' 4 EDGE P D D, . 4 (g o #4 REBAR CONTINUOUS OCATE (2) CONTINUOUS#4 O PLAN VIEW BAR WITHIN THE BOTTOM 30% OF THE CURB MASS. FENCE POST PROVIDE ADEQUATE COVER. 0.51145o CHAMFER a a aQ° CONTINUOUS CONC. FENCE POST #4 REBAR a FOOTING CONTINUOUS 3/8" IMPREGNATED FIBER BOARD AT ALL LOCATIONS, FULL DEPTH AT FENCE POST LOCATIONS O ELEVATION 34" LEVEL PAD 30" 6" n O 1.500 41' oo� Oo o� o0 o C BASE COURSE PERMEABLE AGGREGATE SECTION @ CONCRETE PAD BACK OF LEVEL PAD FINISH GRADE AT TOP OF PITCHER'S RUBBER TO BE LEVEL 10" ABOVE FIELD FINISH GRADE TO RADIUS POINT i SYNTHETIC TURF EDGE ANCHOR AT PITCHER'S MOUND o--- R9' - 4x4 RECYCLED PLASTIC TIMBER SURROUNDING CONCRETE PAD 4" CONCRETE PAD UNDER SYNTHETIC TURF X 10' FG +10" FG +0" '' ..'' � �"""O11�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIrg4 11111101 IIIIIIIIIIIIIIIIIIIIIII R-434431 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HBray 06/24/2025 ' CIVIL CONSTRUCTION PERMIT 2/21/25 SURVEYED: SCALE: VERTICAL: NAVID 1988 DATE: CITY OF LINDBERGH HIGH SCHOOL 21 FEB 2025 � of. As� CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 14 25 DESIGNED: NTS HORIZONTAL: NAD 1983/1991 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25 EJG FlELDBOOK: RENTON FIELD IMPROVEMENTS PAGE: I�11 � LRB ONE INCH DATUM . DRAWING N0: D.A. Hogan &Associates, inc. �0A FC,STF9 I CHECKED: AT FULL SCALE Plonning/Building/Public Works Dept. SITE DETAILS F220 1450 114th Ave. SE, Suite 225 sjoNAL E��\ EJG T ONE INCH Bellevue, WA 98004 206-285-0400 NO. REVISION BY DATE APPR APPROVED: SCALE LY IEJG SHEET: 31 OF:42 r 00 O 0 1 N rr Q J co I C) I 0 Uj OA REMOVE AND REGRADE EXISTING TOP COURSE PERMEABLE AGGREGATE; UNIFORMLY TRANSITION OVER 48" TO ACCOMMODATE FULL DEPTH OF SUPPLEMENTAL PAD TO THE EXISTING EDGE ANCHOR 1 INFILLED SYNTHETIC F210 TURF (TYP.) FINISH GRADE SUPPLEMENTAL PAD 7 TOP COURSE D D PERMEABLE u b u b 4 C AGGREGATE BASE COURSE PERMEABLE AGGREGATE O Q O O O 00�0 1 F221 2 F221 A INFILL MATERIAL TO BE FLUSH WITH TOP OF ADJACENT SURFACE SUPPLEMENTAL PAD TO MEET AND MATCH TOP OF EXISTING EDGE ANCHOR EDGE ANCHOR AT EXISTING CURB NOT TO SCALE ----------------- D D b 42> (:-:;' D b 42> SYNTHETIC TURF EDGEANCHOR 4 F221 EXISTING CHAIN LINK FENCE 0,/-EXISTING CONCRETE CURB 4 Q . a p BROWN SYNTHETIC TURF AT GREEN SYNTHETIC TURF PITCHER'S MOUND, RADIUS PER 1 PLAN INFILLED SYNTHETIC TURF (TYP.) F210 FINISH 7ADE U a o SUPPLEMENTAL PAD O D O C:1 O O O O- O� (4) 3/4" MARINE GRADE PLYWOOD INSTALLED FOR RADIUS INDICATED #4 REBAR 2' O.C. EDGE ANCHOR AT PITCHERS MOUND NOT TO SCALE o � D � O � D � o e TOP COURSE PERMEABLE AGGREGATE BASE COURSE PERMEABLE AGGREGATE COMPACTED SUBGRADE ADJACENT SURFACE MAY VARY FINISH GRADE 3 F221 4 F221 1 INFILLED SYNTHETIC F210 TURF (TYP.) 3.5" TOP COURSE PERMEABLE AGGREGATE 4 C u O � u b 0 � u b 0 u b 0 (�77 EXISTING BASE COURSE PERMEABLE AGGREGATE O O O O O BATTING CAGE EDGE ANCHOR NOT TO SCALE WEDGE ANCHOR POWER LOAD/ RAM -SET SYNTHETIC TURF EDGE ANCHOR NOTE NOT TO SCALE EXISTING CHAIN LINK FENCE FINISH GRADE OF SYNTHETIC TURF TO BE FLUSH WITH TOP OF 2x6 BOARD GALVANIZED NAIL OR STAPLE SYNTHETIC TURF AND STRUCTURAL FABRIC TO EDGE ANCHOR (3) 3" #10 SS PAN -HEAD SCREWS, 21" O.C. 2x6 AND 2x4 EDGE ANCHOR; PROVIDE 14g GALVANIZED MENDING PLATE AT BUTT -SPLICES MIN. 2 GALVANIZED STAPLES TO ANCHOR WOOD BOARD TO REBAR #5 REBAR 30" LONG, SPACED 24" ON CENTER, FULL PENETRATION INTO SUBGRADE (DO NOT CUT BAR) NOTES: 1. THE PLASTIC EDGE ANCHOR MAY BE TEMPORARILY SET WITH POWER -LOADS PLACED AT THE CONTRACTORS OPTION TO ASSIST IN ESTABLISHING THE PROPER LINE AND GRADE. THIS TEMPORARY HARDWARE MAY REMAIN AFTER FINAL INSTALLATION. 2. THE CONTRACTOR MAY CHOOSE TO UTILIZE STEEL POWER -LOAD DRIVEN OR RAM -SET CONCRETE ANCHOR NAILS, MINIMUM SHANK DIAMETER 5/32", MINIMUM HEAD/WASHER DIAMETER 3/8", SUFFICIENT LENGTH TO INSURE A MINIMUM 2" EMBEDMENT. INDIVIDUAL ANCHORS SHALL DEVELOP A MINIMUM 450LB SHEAR, 350LB TENSION IN 4,000PSI CONCRETE AT 2" EMBEDMENT. 3. ONCE INITIAL LINE AND GRADE HAS BEEN ESTABLISHED, INSTALL THE SPECIFIED RAM -SET OR POWER -LOAD DRIVEN CONCRETE ANCHORING NAILS IN MANNER CONSISTENT WITH THE APPROVED MANUFACTURERS PRINTED INSTRUCTION AND THE SPECIFIED SPACING. 4. WEDGE ANCHOR TO BE SET AT MIDDLE 50% OF EACH BOARD. 30" O.C. MAX., 4-6" FROM ENDS. 5. MINIMUM REQUIREMENTS FOR CONCRETE ANCHOR NAIL INSTALLATION DEPTH OF EMBEDMENT: 2" OR AS RECOMMENDED BY THE ANCHOR SUPPLIER, WHICHEVER IS GREATER. HORIZONTAL SPACING: NO GREATER THAN 21" ON CENTER AND 6" FROM END OF ANY LENGTH OF LUMBER. STAGGER THE SPACING OF EACH ANCHOR UP AND DOWN WITHIN THE MIDDLE ONE-HALF THE FACE OF THE RECYCLED EDGE ANCHOR. i (TYP) (TYP) (TYP) 611 UPPER 25% MIDDLE 50% — --———————♦———————— — ----- LOWER 25% R-434432 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HBray 06/24/2025 E ' SASj' K&I�IHOGAN � D.A. Hogan &Associates, Inc. �O� eG/STER� 1450 114th Ave. SE, Suite 225 sloNaL E�` Bellevue, WA 98004 206-285-0400 CIVIL CONSTRUCTION PERMIT 2/21/25 SURVEYED: SCALE: NTS VERTICAL: NAVD 198e HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON . Plonning/Building/Public Works Dept. LINDBERGH HIGH SCHOOL FIELD IMPROVEMENTSPAGE: SITE DETAILS DATE: 21 FEB 2025 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 14 25 DESIGNED: EJG CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25 FlELDBOOK: DRAWN. LRB ONE INCH DRAWING NO: F221 CHECKEDEJG AT FULL SCALE SIF CALE T ONE INCH NO. REVISION BY IEJG DATE APPR "PPROVED:LY SHEET: OF:42 d� C) O L0 N r 00 T O C) O 1 N Q J /— L J C) C) 1 N Q J OC n 1 F222 J BASE (OUT POINT \ \ 90.00' @ BASEBALL 60.00' @ SOFTBALL 8.50" ><\ \ 17.00" % \ L — � CONCRETE OUTLINE HOME PLATE LAYOUT POINT HOME PLATE LAYOUT POINT BASE AND PLATE ANCHOR LAYOUT NOT TO SCALE WIND SCREEN NOT TO SCALE MAX. 10'-0" 90.00' @ BASEBALL 60.00' @ SOFTBALL - 3rd BASE LAYOUT POINT BASE WITH 2 ANCHOR (TYP.) F220 3" FOUL LINE (TYP.) 60.50' @ BASEBALL 43.00' @ SOFTBALL \ 7<�HOIVIE(' 3" FOUL 1 LINE (TYP.) / PLATE F220 PITCHERS PLATE 15" O.C. GROMMET AND ZIP TIE INCLUDE MIDDLE SELVAGE HOLD ALL SCREENS 12" UP FROM FINISHED GRADE TERMINATE AT TENSION BAND AT POST �1v of as � K6/f-DA HOGAN z D.A. Hogan & Associates, inc. �o� e�,STER1) 1450 114th Ave. SE, Suite 225 SIGNAL Bellevue, WA 98004 206-285-0400 GROMMET 3ROMMET GROMMET N0, 2nd BASE LAYOUT POINT 2nd BASE LAYOUT POINT 90, / I / / 24.00" 6.00' BASE WITH ANCHOR (TYP.) =2) F220 1st BASE LAYOUT POINT st BASE AYOUT POINT CONTINUOUS, EXCEPT TERMINATE FENCE CAP AT TERMINAL POSTS POLYETHYLENE FENCE CAP (COLOR TO BE BLACK) TOP RAIL AT PERIMETER FENCE FIELD PERIMETER FENCING 3 FENCE CAP F222 NOT TO SCALE CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION INSTALL FENCE CAP AT ALL STADIUM 4' HT. FIELD PERIMETER FENCE f Ef-I IDC 1AIITLJ r�Iv�,� rva I 2/21/25 SURVEYED: 4 14 25 DESIGNED: 6/4/25 EJG DRAWN: LRB CHECKED: EJG BY DATE APPR APPROVED: EJG SCALE: NTS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY FENCE CAP VERTICAL: NAVD 19W HORIZONTAL: NAD 1983/1991 DATUM 4 F222 f I IT I..I/ll CC IA1 TI IDC Tfl (PEA GRAVEL) CLEANOUT NOT TO SCALE FAIR FOUL (IN PLAY) I TERRITORY J-ADHESIVE PAD :ONTRASTI NG JRF INTO HOLES RE SYNTHETIC TURF TO CONCRETE 4R AND COVER WITH ADHESIVE CONCRETE COLLAR APPROVED WATERTIGHT CONNECTION COMPACTED SELECT BACKFILL MATERIAL 5° BEND LUG AND BLOCK OR ONTINUE PIPE DISTURBED SUBGRADE 21 IN OUT OF PLAY PLAY FOUL POLE: 5.5" O.D. PAINTED YELLOW SCH 40 GALVANIZED OUTFIELD FENCING INSTALL FOUL POLE LINE POST AS A TERMINAL POST IN °. FENCE FABRIC FLAG: OUTFIELD FENCE CONCRETE CURB 1-1/2" X 11GA. ° FOUL POLE MILD STEEL FOUL INTEGRATED A36 FLATTENED LINE AS TERMINAL POST EXPANDED SHEET FOUL POLE FAIR FOOTING 2"-4" CLEAR OF TOP RAIL OUTFIELD SIGN 25' 1 PLAN VIEW FOUL EXISTING OUTFIELD SET GROUND FENCING SLEEVE FLUSH WITH TOP OF CONCRETE CURB FINISHED GRADE SURFACE VARIES a . .� ° _ a EXISTING CURB AT OUTFIELD —III FENCE TO BE REMOVED AND 3' III— REPLACED AS NEEDED FOR GROUND NEW CONCRETE FOOTING SLEEVE Q 24" DIA. 5' DEEP CONCRETE FOOTING ELEVATION 5 FOUL POLE F222 NOT TO SCALE R-434433 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EHB:ray MENT ENGINEERING 06/24/2025 ' • CITY OF RENTON [."R Plan ning/Building/Public Works Dept. LINDBERGH HIGH SCHOOL FIELD IMPROVEMENTS SITE DETAILS DATE: 21 FEB 2025 FIELDBOOK: PAGE: DRAWING N0: F222 SHEET: Z OF: 42 0) C) VJ C) O LO N 00 T C) O O N 0— Q J H H H N Q J 0— 1.66" MID -RAIL WHERE SPECIFIED FOOTING DEPTH AND DIAMETER (SFF SCHFnIII F) 1 F230 "EYE" TOP 1.66" O.D. TOP & BOTTOM RAIL CHAIN LINK FENCE FABRIC, / CAST POST CA 1 DOMED CAP \ SET SCREW OA TERMINAL POST CAP FINISHED WIRE SIZE AND / MESH AS SPECIFIED 7G TENSION WIRE WHERE SPECIFIED © LINE POST CAP SURFACE AND FINISH GRADE VARIES CONCRETE CURB CONCRETE FOOTING — COMPACTED TOP RAIL "EYE" TOP CAP KNUCKLED TOP & BOTTOM © FABRIC SELVAGE Z O Ln 0 0 SUBGRADE OR TAIL OF TIE = UNDISTURBED SOIL ALWAYS AGAINST POST & LOCKED FOOTII - UNDER AND E (SEE SCHEDULE) DO FABRIC TIE —I I— II 2 F230 1-111-111=1 CHAIN LINK FENCING ELEVATION & SECTION NOT TO SCALE 10' HIGH WITH 10' & 9' 4' HIGH FENCING TYPE 15' NETTING O7 HIGH FENCING FENCING CORNER POST 8.625" OD 4.000" OD 2.875" OD TERMINAL POST 8.625" OD 4.000" OD 2.875" OD LINE POST 4.000" OD 2.875" OD 2.375" OD FOOTING DEPTH 7'-0" 60" 24" FOOTING DIAMETER 30" 12" 12" TOP RAIL HT. 10' 10' 4' INTERMEDIATE RAIL HTS. 5' 5' --- BOTTOM RAIL HT 1" 1" 1" TENSION WIRE HTS. 2' 2' 2' FENCING NOTES: 1. ALL FENCING FABRIC SHALL BE 2" MESH NO. 9 GAUGE GALVANIZED STEEL WIRES EXCEPT FOR DESIGNATED SECTIONS OF THE BACKSTOP FENCING WHICH SHALL INCLUDE NO. 6 GAUGE GALVANIZED FINISHED STEEL WIRES. 2. ALL POSTS, RAILS, BRACES, POST TOPS, STRETCHER BARS, BANDS, ETC. SHALL BE GALVANIZED. 3. TENSION WIRES AND WIRE TIES SHALL BE GALVANIZED. 4. MAXIMUM POST SPACING: 10' ON CENTER. 5. ALIGN POSTS SO THAT FENCE FABRIC IS INSTALLED IN A CONTINUOUS, STRAIGHT LINE, REGARDLESS OF FENCE POST DIAMETER 6. ALL POSTS SHALL BE ASTM A53, GRADE B, SCHEDULE 40 UNLESS NOTED OTHERWISE. 7O BALL CONTROL NET SYSTEM POSTS ARE EXISTING AND INTENDED TO REMAIN. 2 CHAIN LINK SCHEDULE F230 % NOT TO SCALE FINISHED GRADE WHERE SPECIFIED .iE 1" ABOVE TOP RAIL© O.D. TOP RAIL (TYP.) CAPOA INAL OR CORNER POSTS ' O.D. SCH.40 STEEL PIPE 3 SPECIFIED) 3H, CHAIN LINK FABRIC, FOR GALVANIZED FENCES), )N BAR (TYP.) TENSION BAR /CLIPS @ 15" O.C. (TYP.) O.D. INTERMEDIATE RAIL ZE APPLICABLE) -IES ALONG TOP, INTERMEDIATE, TOM RAILS @ 18" O.C. (TYP.) )N WIRE (TYP.) O.D. BOTTOM RAIL (TYP.) GRADE TO DRAIN WHERE NO S SPECIFIED CONCRETE FOOTING DEPTH AND DIAMETER 'SEE SCHEDULE) 2 111 :. _ F230 -1IIii=COMPACTED SUBGRADE NOTES: 1. INSTALL KICK PLATE ON ALL GATES WITHIN THE PATH SWINGING GATE � 4" O.D. POST ACCESSIBLE GATE LATCH STRETCHER BAR TRUSS - ROD STRETCHER \ BAR i 4.66" O. D\ RAME (TYP. CHAIN LINK FENCE CHAMFER KICK PLATE BOX AROUND PIPE GATE FRAME, FULL WELD, GALV. AFTER FABRICATION FINISH 12"x48" NOM. x3/16" GALV. KICK GRADE PLATE. 3/16" GALV. STEEL KICK PLATE 4 BOX AND GATE FRAME SUPPORT; III —III III FULL FILET WELDS AT ALL JOINTS AND SURFACE AND MATCH POINTS. PROVIDE (3) 3/16"0 BASE VARIES DRIP HOLES ALONG BOTTOM EDGE. 44 4i° Lj CONCRETE II " FOOTING r2 (TYP.) F230 1 COMPACTED SUBGRADE 4 F230 SINGLE SWING GATE NOT TO SCALE 5 F230 DOUBLE SWING GATE NOT TO SCALE 3/8"X6" GALV. CARRIAGE BOLTS. 2 BOLTS PER BOARD @ ENDS AND CENTER POST. PEEN BOLT ENDS TO PREVENT REMOVAL HAIN LINK ENCE --ING E FOR DEPTH 2 F230 WELD ANGLE IRON TO POST. GRIND ALL WELDS SMOOTH. PAINT WITH 1 1/2"X1/8"X2" 2 COATS GALVACON OR EQUAL. (TYP) ANGLE IRON (TYP) 41 d.a 4.. a a d a ° n 36" d d d 41 G O d 8 a �►� 24" CONCRETE CURBING (TYP) CORNER POST TREATED AND STAINED VINYL CLAD 1" PAD TO COVER STOP BOARDS. SECURELY ATTACH TO STOP BOARDS. Q a d_O 4 a. as a � d Q 6 F230 STOPBOARDS NOT TO SCALE 2X10 PRESSURE TREATED DOUGLAS FIR S4S. INSTALL BOARDS BUTTED TOGETHER WITHOUT GAPS. 4 POST W/CAP O O O O O O O O O O O O O O O O O O O O O O a a d a 36" ° d d 8 as 24" CONCRETE CURB (TYP) a d d a a a a d 0 4 a. d n d a Lj a REAR ELEVATION a d � 36" d d � e O d 24" CONCRETE CURBING (TYP) 2X10 PRESSURE TREATED DOUGLAS FIR S4S. INSTALL BOARDS BUTTED TOGETHER WITHOUT GAPS. 4 POST W/CAP — — — O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O d O 4 a 1" CLEAR a a ° 36" 4 d 4. d 41 H a a 24" 4 FRONT ELEVATION a ° a FOOTING DEPTH AND DIAMETER a (SEE SCHEDULE) 2 41 F230 a WELD ANGLE IRON TO POST GRIND ALL WELDS SMOOTH. PAINT ANGLE WITH 2 COATS GALVACON OR EQUAL. (TYP) $" X 6" GALV. CARRIAGE BO LTS. 2 BOLTS PER BOARD @ ENDS AND CENTER POST. PEEN BOLT ENDS TO PREVENT REMOVAL FOOTING DEPTH AND DIAMETER (SEE SCHEDULE) a 2 da F230 Q R-434434 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HBray 06/24/2025 ' r of AS �� Z I H O G A N D.A. Hogan &Associates, inc. Fc,sTER° 1450 114th Ave. SE, Suite 225 SIGNAL E��\ WA 98004 206-285-0400 CIVIL CONSTRUCTION PERMIT 2/21/25 SURVEYED: SCALE: NTS VERTICAL: �� 1988 HORIZONTAL: NAD 1983/1991 DATU V CITY OF � RENTON Plonning/Building/Public Works Dept. LINDBERGH HIGH SCHOOL FIELD IMPROVEMENTS FENCING DETAILS DATE: 21 FEB 2025 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 14 25 DESIGNED: EJG CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25 FlELDBOOK: PEE: DRAWN: LRB ONE INCH DRAWING N0: F230 CHECKED: EJG AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLYBellevue, N0. REVISION BY DATE APPR APPROVED:EJG SHEET:34 OF: O CD LO N 00 CD C) C) 1 N Q J co C) 1 0 LLI END POST AND LINE POST — SIZE PER SCHEDULE I 25 HT. 15' HT. NETTING 10' HT. CHAIN LINK FENCING 1 F231 MAX 160LF CABLE NETTING POSTS @ 20'-0" OR 30' 0" O.C. 1/2 ON -CENTER DISTANCE (18" MAX NET CABLE SAG) SEE TOP CORNER CABLE & RIGGING INSET O1 (NEW) SEE TOP EDGE SUPPORT INSET O2 MEM! SEE INTERMEDIATE NEEl 0000- SUPPORT INSET. INSTA ■■I■■ • 0 t�■■ mi-M SEE VERTICAL CABLE RIGGING INSET C■KNOTLESS :• • R• Imes • •FIENCEINSET a11■■■■■■■■ woommorAmm 10.0' O.C. TYP AT ALL FENCE POSTS NETTING LINE POST GALVANIZED 9 GAUGE x2" MESH CHAIN LINK FABRIC BALL CONTROL & CABLE -FENCING & NETTING DETAIL NOT TO SCALE 12"MIN, 18"MAX SAG AT CENTER OF CABLE KNOTLESS 1.75" SQ. NYLON BALL CONTROL NETTING (NEW) ALL FABRIC SELVAGE TO BE KNUCKLED FENCE LINE POST GALVANIZED 9 GAUGE x2" MESH CHAIN LINK FABRIC B TOP CORNER CABLE & RIGGING NOT TO SCALE (INCLUDE 1 TURNBUCKEL MIN., 2 FOR SPANS EXCEEDING 30') TOP EDGE SUPPORT (NEW) NOT TO SCALE VERTICAL EDGE SUPPORT (NEW) NOT TO SCALE VERTICAL CABLE RIGGING NOT TO SCALE 'c CONNECTION @ CHAIN LINK FENCE (NEW) NOT TO SCALE INTERMEDIATE NET SUPPORT (NEW) NOT TO SCALE GENERAL NOTES: 1 REMOVE EXISTING NETTING AND CONNECTING HARDWARE & DISPOSE. 2 EXISTING POSTS, RIGGING, AND RIGGING CONNECTION HARDWARE REMAINS. 3 ADD NEW VERTICAL CABLE SUPPORTS AS SHOWN. 4 REPLACE NETTING USING THE CONNECTION HARDWARE TYPE AND CONDITIONS NOTED. CONNECTION NOTES: O1 TOP CORNER; EYE BOLT SIZED TO ACCOMMODATE BOTH THE LIMIT ON GAP BETWEEN THE POLE AND THE VERTICAL CABLE AND THE CONNECTING LINKS FOR BOTH THE VERTICAL AND HORIZONTAL SUPPORT CABLES. PROVIDE (1) TURNBUCKLE AT EACH END OF EACH CABLE. (NEW) O2 TOP EDGE OF BALL CONTROL NET ASSEMBLY HELD TO THE SUPPORT CABLE WITH GALVANIZED OR STAINLESS STEEL OR ALUMINUM THREADED LINK, SNAP LINK, OR CARABINER-TYPE CONNECTOR WITH APPROVED BLACK FINISH. SIZE TO ALLOW SPACING NO LESS THAN 12" O.C. BUT NO GREATER THAN 21" O.C. TO REDUCE ROPE BORDER SAG BETWEEN CONNECTIONS. (NEW) O3 LOOSE VERTICAL CONNECTIONS TO BE VIA BLACK VINYL OR POLYESTER SNAP -CLIP SPACED 12"-15" O.C. ® BOTTOM VERTICAL SUPPORT CABLE CONNECTION TO INCLUDE A TURNBUCKLE FOR ADJUSTMENT. O5 BALL CONTROL NET ASSEMBLY BOTTOM EDGE CONNECTION TO BE VIA HEAVY DUTY, UV -RESISTANT, NYLON ZIP TIE 12"-15" O.C. DIRECTLY TO CHAIN LINK FABRIC BELOW THE TOP RAIL. CLF FABRIC TO BE INSTALLED ON THE FIELD SIDE OF THE FRAMEWORK. BALL CONTROL NET TO BE SECURED TO THE FIELD SIDE OF THE FINISHED CHAIN LINK FENCE ASSEMBLY BELOW THE TOP RAIL. (NEW) © MAIN VERTICAL SUPPORT CABLE CONNECTION TO POLE AT 12' - 15' O.C., MATCH TOP TABOR FLANGE A. (NEW) HARDWARE NOTES: OA EYE BOLT LOCATED NEAR TOP OF POLE ASSEMBLY. PLACEMENT TO ACCOUNT FOR POTENTIAL OF UP TO 18" OF SAG IN THE TOP SUPPORT CABLE AT 70LBF TENSION WITH THE NETTING IN PLACE. MAX SPACING BETWEEN HORIZONTAL CABLE ENDS 120LF BO GALVANIZED OR STAINLESS STEEL THREADED MASTER LINK CARABINER OR APPROVED EQUAL, 1/2" x1-1.5" PROVIDE HORIZONTAL HARDWARE WITH APPROVED BLACK FINISH. < GALVANIZED STEEL THIMBLE SIZED FOR THE SPECIFIED WIRE ROPE; USE AT ALL CABLE TERMINATIONS. < GALVANIZED STEEL WIRE ROPE, 5/16"0. EO WIRE ROPE CONNECTOR, U-BOLT TYPE. MIN. TWO PER CONNECTION OR AS NEEDED. FO VINYL TAPE TRIPLE WRAP ALL CUT WIRE ENDS. OG PRE -FABRICATED BALL CONTROL NET ASSEMBLY TO BE PROVIDED WITH A CONTINUOUS 5/8 "0 NYLON ROPE BORDER. OBLACK VINYL OR POLYESTER SNAP -CLIP FOR VERTICAL CABLE -TO -ROPE CONNECTIONS ONLY < GALVANIZED OR STAINLESS STEEL TURNBUCKLE, 1/2 " x 12". R-434435 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HBray 06/24/2025 ' r � of AS �� Z I D.A. Hogan &Associates, Inc. �o� Fc,sTER° 1450 114th Ave. SE, Suite 225 NAL E��\ WA 98004 206-285-0400 CIVIL CONSTRUCTION PERMIT 2/21/25 SURVEYED: SCALE: NTS VERTICAL: �� 1988 HORIZONTAL: NAD 1983/1991 �ATU M CITY OF � RENTON . Plonning/Building/Public Works Dept. LINDBERGH HIGH SCHOOL FIELD IMPROVEMENTS BALL CONTROL NET REPLACEMENT DETAILS DATE: 21 FEB 2025 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 14 25 DESIGNED: EJG CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25 FlELDBOOK: PEE: LRB ONE INCH DRAWING NO: F231 CHECKED: EJG AT FULL SCALE IF NO SCALE ACCORDINGLYBellevue, NO. REVISION BY DATE APPR APPROVED: EJG SHEET: OF:35 42 d� O L0 N r 00 T O O O O N Q J T Lid O 0 0 1 N Q J C'7 5 OPENING 4 CONCRETE PAD Nt FENCING WITH 1 12" CONCRETE CURB (NO LEAF) MEDIUM BROOM FINISH NETTING 0 EXPANSION 6 w 0.50' JOINT HOME PLATE (TYP) /z/ F240 4 8.00' 5' SINGLE F230 SWING GATE TOP OFFENCE 30.00' POSTS FOUNDATION 40.00' @ FG-1.5 (TYP.) 9' FENCING WITH 121 CONCRETE CURB/WALL 5 6 GAUGE FABRIC (3rd BASE SOFTBALL, 1st BASE BASEBALL) F240 1 F240 FINISH GRADE DUGOUT — PLAN VIEW NOT TO SCALE FABRIC 6" w U z w LL J J 0 Q (D 0 O ALL ALUMINUM PCTS PLAYER BENCH AND FITTING MFG: OUTDOOR ALUMINUM PCTS 21' OR EQUAL W/2" SQ.. GALV. TUBE CONC. SURFACE TO HAVE FINE BROOM FINISH BROOM FINISH TO BE IN DIRECTION OF RUN-OFF. STEEL TROWEL EDGES W/ 1/2" RADIUS. 18" ALLOW ONLY ENO SPACE FOR FO 1 S=1% a a W �/� - a d °4 d a 18" MIN. �L C, 9 d ° 5 CONCRETE 3< To F240 CURB/WALL ° d ° CONCRETE °d 12" FOOTING DIAM. 2 PLAYERS BENCH DETAIL F240 6x6x10/10 W.W.M 95% COMPACTED SUBGRADE CONCRETE FOOTING NOT TO SCALE PRE -PAINTED 24 GA HR36 METAL ROOF PANELS ON 20 GA. GALVANIZED/POWDER-COATED CORRUGATED METAL DECK. SECURE METAL DECK TO FENCE RAILS WITH EPDM WASHERED GALVANIZED TEK3 SCREWS AT 6" OC 12" TREATED 4x8 ROOF ---- SUPPORT (DF#2/HF#1) 9' FENCE, 6 GAUGE 12 1.5 PLAYERS 2 BENCH F240 CONCRETE PAD ""RIC -TOM RAIL METAL ROOF 4 EDGE F240 TREATED 4x8 ROOF SUPPORT (DF#2/HF#1) 10' CHAIN LINK t 1 - � FENCE F230 2" 6" 2" CLR CLR. #4 REBAR TIED TO EACH SLOPE SIDE OF FENCE POSTS ° d d ° 5 CONCRETE g o0700070007 0 F240 CURB/WALLo0000000000�o c d BASE AGGREGATE d COORDINATE LOCATION OF ° BENCH FOOTINGS TO NOT CONCRETE CURB CONFLICT WITH FENCE POST FOOTINGS d CONCRETE FOOTING CONCRETE FENCE ° (FOR FOOTING DEPTH FOOTING AND DIAMETER SEE ° ° FENCING SCHEDULE) :3: DUGOUT SECTION F240 NOT TO SCALE FINISH GRADE OF INFIELD TO BE FLUSH WITH DUGOUT SLAB AND CURBING INFILLED SYNTHETIC 6" TURF 1 F210 -#4 REBAR TREA- ROOF ELEVATION @ FRONT OF DUGOUT :4: DUGOUT ROOF EDGE F240 NOT TO SCALE #4 REBAR 9" O.C. - VERT./HORIZ. TIED TO EACH SIDE OF FENCE POSTS 5 F240 24 GAUGE ZINC-AUME FLASHING, PRE -FINISHED F.V. SET PANEL INTO SEALANT @FLASHING ROOF PANEL 3-3/8" F.V. r 20 GAUGE BARE GALVANIZED CLIP (3) PER PANEL 18 GAUGE BN-36 DECV ING PANEL 20 GAUGE BARE GALVANIZED FLAT STRAP TREATED 4x8 EPDM WASHERED GALVANIZED TEK3 SCREWS 6" O.C. 24 GAUGE ZINC-AUME FLASHING, PRE -FINISHED ROOF FRONT VIEW "COOL WALNUT" FENCE FABRIC DRIPLINE OF FLASHING AND ROOFLINE SHALL BE FLUSH WITH NCE FABRIC 3-3/8" F.V. UGE ZINC-AUME ,T, PRE -FINISHED FENCE POST CHAIN LINK 1 FENCE (TYP.) F230 20 GAUGE BARE GALVANIZED CLIP 24 GAUGE ZINC-ALUME FLASHING, PRE -FINISHED EDPM WASHERED GALVANIZED TEK3 SCREWS @ 24" O.C. INTO Z-FURRING 24 GAUGE ZINC-ALUME Z-FURRING, PRE FINISHED, INSTALLED BETWEEN PANEL RIBS 6111ROOF PANEL 20 GAUGE BARE GALVANIZED CLIP (3) PER PANEL 3" FENCE TOP RAIL ROOF SECTION ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ Oi♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i ♦♦♦♦♦♦��♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i ♦♦♦♦i♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i� ♦♦♦♦�♦♦♦WWWWWWO ♦♦i♦i♦i♦i ♦i� �♦�♦�♦�♦�♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦ r Owl ♦!♦�!♦0M=*III♦s ♦i♦si♦si♦si♦si♦si♦si♦si♦si♦ ♦�♦ qUl I UNDERNEAIH CURB WALL DUGOUT RETAINING WALL SECTION NOT TO SCALE TIED TO EACH SIDE f OF FENCE POSTS NOTE ADDITIONAL POST LENGTH REQUIREMENTS FINISHED GRADE AT CONCRETE WALK / LANDSCAPE - 12" GALVANIZE METALT WOOD SELF -TAPPING SCREWS @ 6' O.C. 3/8" HARDBOARD @ EXPANSION JOINT CENTERLINE OF DUGOUT SLAB 2.5" 20 GAUGE BARE GALVANIZED CLIP I� (3) PER PANEL O 20 GAUGE BARE GALVANIZED OO FLAT STRAP Ln N U EPDM WASHERED GALVANIZED U TEK3 SCREWS 6" O.C. 1-1/2" F.V. 24 GAUGE ZINC-AUME FLASHING, PRE -FINISHED TI 3/16 BEAM ONE SIDE ONLY: SIMPSON BC40 BEAM BOTH SIDES: SIMPSON CCOQ44 ROOF ELEVATION @ INTERMEDIATE FENCE POSTS CONCRETE DUGOUT EXPANSION JOINT NOT TO SCALE CONCRETE PAD MEDIUM BROOM FINISH 2" (TYP.) 2.5" #4 REBAR CONTINUOUS EXCEPT AT EXPANSION JOINTS 20'0" O.C. R-434436 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING' J lIL HBray 06/24/2025 DATE: 9 AN CIVIL CONSTRUCTION PERMIT 2/21/25 SURVEYED: SCALE. VERTICAL: NAw 1988 CITY OF LINDBERGH HIGH SCHOOL 21 FEB 2025 HORIZONTAL: NAD 1983/1991 of as �o CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 14 25 DESIGNED: NTS FiELDB00K: CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25 DRAWN: EJG RENTON FIELD IMPROVEMENTS Pam: D A H O G A N LRB ONE INCH DATUM DRAWING NO. D.A. Hogan & Associates, inc. �, eC/STER° tV CHECKED: AT FU o?LL SCALE Planning/Building/Public Works Dept. DUGOUT DETAILS F240 1450 114th Ave. SE, Suite 225 SIGNAL EEJG SCALE ACOT CORDINGLY Bellevue,Z Bellevue, WA 98004 206-285-0400 N0, REVISION BY DATE APPR APPROVED: SHEET: OF: 42 00 T O O O O N 0- Q J H H H L0 N Q J 0- CM 0 W 11.87' HOME PLATE — SYNTHETIC TURF EDGE ANCHOR BASEBALL (TYP.) BULLPEN 3 MOUND F250 -x 10.00, 1 F250 INLAID HOME PLATE 2 F250 F _-0_ L----- 14.11' 135* 18.00' 0.93' 12" CONCRETE — RETAINING CURB 60.50' 7.09' 60.50' 11.49' REMOVABLE TURF INSERT WITH VELCRO EDGE 7.00' 3rd BASELINE BULLPEN HOME PLATE 3 BASEBALL BULLPEN F250 MOUND REMOVABLE TURF INSERT WITH VELCRO EDGE 1st BASELINE BULLPEN 12" CONCRETE BASEBALL BULLPEN PLAN VIEW RETAINING CURB NOT TO SCALE 5.00' 43.00' HOME PLATE SOFTBALL BULLPEN PLAN VIEW NOT TO SCALE INLAID PITCHING PLATE BROWN INFILLED SYNTHETIC TURF Al FIG +10" 10.00, a� FIG +10" a 12" CONCRETE CURB SEE INSET TO RIGHT SYNTHETIC TURF EDGEANCHOR (TYP.) 132 13.42' — 18.00, 1.17' REMOVABLE TURF INSERT WITH VELCRO EDGES FIG +0" 12:1 SLOPE FROM A POINT 6" IN FRONT OF THE PITCHER'S RUBBER TO A POINT 6' TOWARDS HOME PLATE 3 F250 1 SYNTHETIC TURF F210 FIELD tt 4X4 RECYCLED PLASTIC TIMBER IN LENGTHS AS REQUIRED. #6 REBAR 4' O.C. FIG +4� 2" FENCE POST SEE PITCHER'S MOUND 5 DETAIL FOR ALL F220 DIMENSIONS ALL SLOPES SYMMETRICAL/TANGENT i BACK OF LEVEL PAD FINISH GRADE AT TOP OF PITCHER'S RUBBER TO BE FINISHED GRAI LEVEL 10" ABOVE I FIELD FINISH GRADE (10" MOUNDD H FINISHED 00 .i GRADE SYNTHETIC TURF EDGE ANCHOR i. AT PITCHER'S MOUND as CENTER o CIRCLE R9, a c a 44 RECYCLED PLASTIC TIMBER SURROUNDING CONCRETE PAD i 4" CONCRETE PAD UNDER SYNTHETIC TURF 3'-6" X 10' PLAN VIEW @ 3rd BASE BULLPEN 4.00' 0 1W-110m , =I BASEBALL BULLPEN MOUND NOT TO SCALE 3/,+--L LFIMIVIF LIA J I nlr (REMOVE WITH FORM WORK) - 6.00' 2.83' 18.00' LIMIT OF CURB BEYOND 0 77 )Fu��Pd O�� 4" CONCRETE PAD POST EXPANSION JOINT BEHIND POST ±8"x10" BULLPEN MOUND BUNKER 12"x12" CONCRETE CURB \ NOTES: INSET O 3/4"- 1" CHAMFER STRIP CAULKED IN PLACE TIGHT TO FENCE POST DURING FORM CONSTRUCTION. 5.17' I-""""'SION Jf '" 2" POST @ FENCE LINE WALL C PLAN VIEW CURB ABOVE EXISTING CURB, SEE BELOW 1 � � r� � . - --• .. _� nuunnnnny�n�nnl�lmy�m�m�mg BASE COURSE 4X4 RECYCLED PLASTI PERMEABLE TIMBER IN LENGTHS AS AGGREGATE REQUIRED. #6 REBAR 4' O.C. SECTION @ CONCRETE PAD A' uT runiNii iNiv r-rNirc WALL C r,-- bLYUNU PLAN VIEW WALL C ELEVATION (SEE DETAIL ABOVE) - FG +10" FG +0' CONCRETE CURB FENCE LINE 4" POST @ FENCE LINE R -434437 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HBray 06/24/2025 ' CIVIL CONSTRUCTION PERMIT SURVEYED: SCALE: DATE: 2/21/25 HORIZONTAL: �� 1988 CITY OF HORIZONTAL: NAD 1983/1991 LINDBERGH HIGH SCHOOL 21 FEB 2025 r of AS CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 14 25 DESIGNED: NTS I � CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25 EJG FlELDBOOK: FIELD IMPROVEMENTS PAGE: H O G A N DRAWN: RENTON LRB DRAWING N0: ONE INCH DATU V D.A. Hogan &Associates, inc. �0A Fc,STF9 I CHECKED: AT FULL SCALE Plonning/Building/Public Works Dept. BULLPEN DETAILS F250 1450 114th Ave. SE, Suite 225 sjoNAL E��\ EJG SIF CALE T ONE INCH Bellevue, WA 98004 206-285-0400 N0. REVISION BY DATE APPR APPROVED:EJG LY SHEET:37 OF: 42 O� O O LO N r 00 T O O O i L(� N Q J T O O O i 6 N Q I O O O LO N r 00 T C) C) C) C) N rr ,a Q J /T- L J C) C) C) C) N Q D J O O O LO N r 00 T C) C) C) C) N rr ,a Q J /T- L J C) C) C) C) N Q D J 4" CURB RADIUS 8 WIDE CURB BOTH SIDES OF STEPS 1/4" SLOPE 7RO.5" SEE NOTE ® BELOW FOR RISER AND TREAD I DIMENSIONS 5.00" d 144 4" CURB51aaRADIUS d d d 16" d ° d d d ° c 1 F270 12" G° a d Q / d 1211 mod. /4 4 #4 BARS 0.5" #4 BARS 2' CC 3.5" 2" .;0101* d #4 BARS 2' CC d ° a a. STEPS DETAIL / \SEE HANDRAIL DETAIL SECTION A -A CONCRETE STAIRS NOT TO SCALE (2) #4 CONT. 1/2" TOOLED RADIUS LANDSCAPED AREA CONSTRUCT INDICATOR STRIPES 1/4" DEEP BY -I - 1/8" WIDE. SPACE STRIPES 3/4" O.C. WITHIN A 1" I- 211 2" WIDE STRIPE ALONG THE NOSE OF EACH / \ TREAD. APPLY L.M. SCOFIELD CHEMSTAIN TO ,. INDICATOR STRIP. COLOR TO BE CS-2 PADRE j BROWN. // a : . R0.5" A ° . � ° a<I / d .d ' I °A� GALVANIZED STEEL HANDRAIL 12" R1" (SEE HANDRAIL DETAIL FOR DIMENSIONS) \\ + -• FINISH SURFACE / A +2.0� CONCRE �- EJ 36"-38" CONCRETE S'PS - '-0,o a ° UNIFORM CURB °. ° ..° . 12,00 Q°. ° ° ° CONCRETE PAVING READ ° ° - a. CONCRETE PAVING (TYP.) (TYP.) RISER ° a EMBED POSTS IN CONCRETE FINISH SURFACE ° a #4 BARS 2'-0" FOOTING. ANCHOR WITH RAPID ±0.00 EJ O.C. SET MULTI -PURPOSE CEMENT ALL OR EQUAL. 18.15" CONCRETE STAIRS SECTION NOTES: 1. NUMBER OF STEPS SHALL SUIT INDIVIDUAL CONDITIONS, WITH TREAD AND RISER DIMENSIONS TO SUIT THE GRADE. 2. RISERS SHALL BE OF EQUAL HEIGHT AND TREAD PER PLAN. 3. ALL STEPS SHALL HAVE RAILINGS (BOTH SIDES AND CENTER, IF APPLICAPBLE). CEMENT CONCRETE STEPS AND CURBS SHALL BE CONSTRUCTED AS SHOWN. 5. HEIGHT OF RAILING SHALL BE 36" MINIMUM, 38" MAXIMUM TOP OF NOSING TO TOP OF RAILING. 6. PEDESTRIAN RAILING SHALL BE CONSTRUCTED AS SHOWN. 7. STAIR FORM SHALL BE LAYED OUT AND APPROVED BY ENGINEER BEFORE PROCEEDING PLACING CONCRETE - �- 1.50" 1-1/2"0 GALV. STEEL PIPE HAND RAIL 18" 30" 1-1/2"0 GALV. STEEL PIPE (I.D.) RAILING & 361I POST. POST 4'-0" O.C. MAX. #3 REBAR 180 DEG BEND 24" LONG AT EArU DIDC CI EE\/C 2" IDO STD. GALVANIZED PIP 12 SLEEVE WITH CAP WELDED AT a BOTTOM. FILL SLEEVE WITH NON -SHRINK GROUT 1/2" MAX. RAIL FOUNDATION DETAIL EXPANSION JOINT HANDRAIL FOUNDATION AT STAIRS ► o]Iato]&ITirM CONCRETE PAVING �1v of A� KI-IT-DA HOGAN D.A. Hogan & Associates, inc. 1450 114th Ave. SE, Suite 225 sjo Bellevue, WA 98004 206-285-0400 SLOPE TO NON -SHRINK DRAIN GROUT ° d .. d d d; 16 GA. GALV. STEEL 16" SLEEVE 3" DIA. ° d d d d G ° 411 a. 8" POST DETAIL 12.00" 2'-10" 1'-3" BOTTOM OF STAIRS MIN. FOOTING 9" x18"D IF IN PAVEMENT; COORDINATE TOP OF FOOTING Q 6.00' MAX R1.00" 1-1/2" INCH DIA. TYP. HANDRAIL NOTES: GALVANIZED STEEL SCH A. GRIND WELD JOINT SMOOTH 40 HANDRAIL B. HOT DIP GALV. AFTER FABRICATION 12.00 1%" DIA. C. PIPE TO FOLLOW ALIGNMENT SHOWN ON PLANS. w o STEEL PIPE R0.25" D. PROVIDE SHOP DRAWINGS. TYP. o E. VERIFY POST LOCATIONS BEFORE CORING. Uj r21-1011 6.00 FG TOP OF STAIRS 6.00" W _ II-19" - _Op a. A e n.. 10 ° ° G CORE DRILL AND EMBED POSTS MIN. 12" DEEP d A - IN CONCRETE FOOTING. ANCHOR WITH RAPID SET MULTI -PURPOSE CEMENT ALL OR EQUAL. a : G• a - .°d- CONCRETE STEPS • ° (SEE STEP DETAIL FOR 12" ° . . DIMENSIONS) °. HANDRAIL AT CONCRETE STEPS ------------------- +2.97 415.47 +2.55 415.05 +2.12 414.62 +1.70 414.20 +1.27 413.77 +0.85 413.35 +0.42 412.92 0 412.50 6.00' - STAIR 'A' ------------------- +2.97 424.79 1.5" STD. PIPE +2.55 424.37 +2.12 423.94 +1.70 423.52 +1.27 423.09 3/4" SCH 40 (STD PIPE) 1/4 BALUSTERS INSERTED +0.85 422.67 +0.42 422.24 IN HOLE AND TACK TYP. @ EACH POST WELDED OPPOSITE FOR ALL RAIL 0 421.82 TRAFFIC SECTIONS 6.00' HANDRAIL DETAIL LANDSCAPED AREA -►� �- 1.50" 1-1/2"0 GALV. STEEL PIPE HAND RAIL 18" 1-1/2"0 GALV. STEEL PIPE (I.D.) RAILING & 36" POST. POST 4'-0" O.C. MAX. #3 REBAR 180 DEG BEND 24" LONG AT rAf-" nmr CI 17171117 CONCRETE PAVING HANDRAIL FOUNDATION DETAIL AT RAMP NOT TO SCALE CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL � I NO, I REVISION 2/21/25 SURVEYED: 4 14 25 DESIGNED: 6/4/25 EJG DRAWN: LRB CHECKED: EJG BY DATE APPR APPROVED: EJG SCALE: NTS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM ------------------- +2.96 418.68 +2.54 418.26 +2.11 417.83 +1.69 417.41 +1.27 416.99 +0.85 416.57 +0.42 416.14 0 415.72 - 6.00' - STA I R ' B' • CITY OF RENTON Planning/Building/Public Works Dept. STA I R ' C' R-434440 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HBray 06/24/2025 ' LINDBERGH HIGH SCHOOL FIELD IMPROVEMENTS SITE STAIR DETAILS DATE: 21 FEB 2025 FIELDBOOK: PAGE: DRAWING NO F270 42 r 00 T O O 1 N 0- Q J H H H N Q J 0- CM 1 0 W SYNTHETIC TURF EDGE ANCHOR (TYP.) 1 F221 12.00' WARNING TRACK (TYP.) G6. S0 GREEN SYNTHETIC TURF WITH ALTERNATING PANELS-(TYP.) 15.00' (TYP.) /\ 1 1 BASEBALL LAYOUT PLAN F310 % SCALE: V=20' 15.00' GREEN SYNTHETIC TURF (TYP.) � WITH ALTERNATING PANELS (TYP.) 15.00' (TYP.) LIMIT OF `\ R9S00 INFIELD (TYP.) 3" INLAID FOUL LINE (TYP.) BULLPEN MOUND BULLPEN 1 3 AREA F250 F250 q� HOGAN z D.A. Hogan & Associates, inc. �o� eG/STER° 1450 114th Ave. SE, Suite 225 SIONAL E� Bellevue, WA 98004 206-285-0400 o } 0 rn ~ BROWN SYNTHETIC TURF (TYP.) II of (TYP. ) BASE AND PLATE K 1 ANCHOR F222 LAYOUT 0o 7.50' (TYP.) GREEN SYNTHETIC TURF W/ ALTERNATING PANELS (TYP.) BASE WITH 2 ANCHOR (TYP.) F220 0 Ln 0 5.00' A sM INLAID WHITE COACHES BOX (TYP.) SYNTHETIC TURF EDGE ANCHOR (TYP.) 1 F221 12.00' WARNING TRACK (TYP.) SYNTHETIC TURF EDGE ANCHOR (TYP.) 1 F221 3 BULLPEN F250 MOUND 1 BULLPEN F250 AREA `-rCHER'S )UND 5 220 60 �1Q� -SO 00 3.00' a 3.00 o , 0 0 Ln M 0 0 0 N _ 6.00' (TYP.) PERMANENT TURF TYPICAL VELCRO SEAM n Il1TrC r/>n nrA An\/AMI r IN rrnTr. O1 ADHERE 12" SEAM TAPE WITH 2" MIN. EXPOSURE TC UNDERSIDE OF PERMANENT TURF. ADHERE 2" VELCRO "HOOK" TO EXPOSED SEAM TAPE 0 0. ADHERE 2" VELCRO "LOOP" TO SEAM TAPE 4. ADHERE 12" SEAM TAPE WITH CENTERLINE ALIGNED WITH TOP EDGE OF CATCHER'S BOX OPENING. 3" INLAID LINE (TYP.) 3" INLAID FOUL LINE (TYP.) 1 HOME PLATE F220 BASEBALL BATTER'S BOX CIVIL CONSTRUCTION PERMIT 2/21/25 SURVEYED: CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 14 25 DESIGNED: CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25 EJG DRAWN: LRB CHECKED: EJG NO. REVISION BY DATE APPR APPROVED: EJG 2 F310 SCALE: ADHERE (2) 2" VELCRO "HOOK" PIECES TO EXPOSED SEAM TAPE WHERE MULTIPLE REMOVABLE INSERTS MEET. FURNISH 4 ADDITIONAL REMOVABLE REPLACEMENT TURF PATCHES EACH LOCATION (5 TOTAL). NTS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BASEBALL BATTERS BOX NOT TO SCALE VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Plonning/Building/Public Works Dept. R-434441 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HBray 06/24/2025 ' LINDBERGH HIGH SCHOOL FIELD IMPROVEMENTS BASEBALL LAYOUT PLAN & DETAILS DATE: 21 FEB 2025 FIELDBOOK: PAGE: F310 SHEET 1 OF: 42 d� O O LO N 00 C) O O 1 L(� N Q J L J C) O O O 1 N Q J n O O O LO N r 00 T C) C) C) C) N rr ,a Q J /T- L J C) C) C) C) N Q D J