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Home My WebLink AboutR-434401IN 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