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Home My WebLink AboutR-429301A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M. CASCADE ELEMENTARY SCHOOL I 0 LLJ FIELD IMPROVEMENTS BID SET GENERAL NOTES PROJECT NOTES LEGAL DESCRIPTION 1. ALL WORK SHALL CONFORM TO THE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR 1. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING AND THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF KING, CITY OF RENTON. A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. CONSTRUCTION PRACTICES IN CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTING STATE OF WASHINGTON, AND IS DESCRIBED AS FOLLOWS: PUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES ARE 2. A COPY OF THE APPROVED PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY PURVEYOR, OWNER AND THE LOT 2 OF CITY OF RENTON SHORT PLAT NO. LUA20-000024, RECORDED JANUARY 19, ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. (WSDOT SEC. 2022 AS RECORDING NO. 20220119900020, IN 3. ERRORS AND OMISSIONS ON THE PERMITTED PLANS MUST BE CORRECTED BY THE ENGINEER AND 1-07.17 APWA SUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND THE METHODS KING COUNTY, WASHINGTON. APPROVED BY THE CITY OF RENTON. OF CONSTRUCTION FOR WORK SHOWN ON THESE PLANS. 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. 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 THAT DIFFER FROM ASSUMED ELEVATION SHALL BE FORWARDED TO THE CIVIL ENGINEER FOR REVIEW. 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 CITY AND OWNER (96 HOURS MINIMUM NOTICE FOR WATER MAIN SHUT DOWN ON THE SCHOOL SITE). INSTALL CITY STANDARD TESTING CONNECTION ON NEW WATER MAIN FOLLOWING COMPLETION OF NEW WATER SYSTEM CONSTRUCTION, TESTING, AND ACCEPTANCE BY THE CITY, REMOVE TESTING CONNECTION AND INSTALL SEGMENT OF DI PIPE, LENGTH TO SUIT, WITH TWO LONG PATTERN SLEEVES. INSTALLATION AND CONNECTION TO EXISTING WATER SYSTEM SHALL BE WITH 100% CITY INSPECTION. 6. UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NOT A GUARANTEE THAT ALL UTILITY LINES ARE SHOWN OR THAT THE LOCATION, SIZE, AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSINGS, INTERFERENCE'S OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 811 AND ARRANGE FOR PUBLIC AND PRIVATE FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. 7. SCHEDULE WITH CITY (48 HOURS MINIMUM NOTICE) FOR WATER METER SHUTOFF AND TO RETIRE METERS. CONSTRUCTION SEQUENCE 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. EARTHWORK QUANTITIES *1,576 CY FOR REMOVAL OF 3" OF SOD, ORGANICS, AND DEBRIS FROM EXISTING ATHLETIC FIELD. EXCAVATION 1,871 CY **1,585 CY FOR IMPORT OF 0" 12" OF FILL MATERIAL FILL **1,735 CY FOR FIELD. TOTAL EARTHWORK 3,606 CY 43667 ISTEgp1 NAL Os} /3c NOTE: THE QUANTITIES SHOWN ARE PRELIMINARY ESTIMATES ONLY AND INTENDED FOR MUNICIPAL PERMITTING AND REVIEW FEES. THE CONTRACTOR SHALL IGNORE THESE QUANTITIES, THEY ARE EXCLUDED FROM THE BID DOCUMENT INFORMATION. THESE VOLUMES SHALL NOT BE USED BY THE CONTRACTOR AS A BASIS FOR ANY CONTRACTUAL INFORMATION. THE CONTRACTOR SHALL PREPARE THEIR OWN EARTHWORK QUANTITIES BASED ON THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO DRAWINGS, SPECIFICATIONS, AND THE GEOTECHNICAL REPORT. BID SET SE 4/5, PERMIT COMMENTS SE /19 ADDENDUM 1 SE /30 REVISION i XIT VERTICAL DATUM NAVD 1988 VERTICAL DATUM TIED CITY OF RENTON MONUMENT NO. 1640 ELEVATION=466.09 BASIS OF BEARING WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE CITY OF RENTON HORIZONTAL CONTROL: NAD1983/91 HOLDING CITY MONUMENT NUMBERS 1640 AND 1863. POINT NO.1640 N=170648.976 E=1305835.748 POINT NO.1863 N=167989.621 E=1305752.847 A LINE BETWEEN THE TWO FOUND MONUMENTS BEARS N010 47' 08"E. SITE INFORMATION ADDRESS: 16022 116TH AVE SE RENTON, WA 98058 PARCEL AREA: 515,182 SF OR 11.83 AC (APN 2823059034) 128,508 SF OR 2.95 AC (APN 2823059133) OWNER: RENTON SCHOOL DISTRICT CAPITAL PLANNING & CONSTRUCTION 7812 SOUTH 124TH STREET SEATTLE, WA 98178 (206) 482-5253 CONTACT: MATT FELDMEYER MATTHEW.FELDMEYER@RENTONSCHOOLS.US OWNER: HAINLINE REPRESENTATIVE 411 1ST AVE S, SUITE 210 SEATTLE, WA 98104 (425) 445-1517 CONTACT: KYLE MCLEOD KMCLEOD@HAINLINE.NET LANDSCAPE: FORA LANDSCAPE ARCHITECTS ARCHITECT 1430 NE 65TH STREET SEATTLE, WA 98115 (425) 350-3229 CONTACT: TODD YINGLING TODD@FORA.LAND ENGINEER: JACOBSON CONSULTING ENGINEERS 255 S. KING STREET, SUITE 800 SEATTLE, WA 98104 (206) 426-2600 CONTACT: SASCHA EASTMAN SASCHA@JACOBSON ENG I N EERS.COM SURVEYED: DESIGNED: SSE DRAWN: DJD/AJJ CHECKED: JAJ AP P R APPROVED: JAJ SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAM 1988 HORIZONTAL: NAD 1983/1991 DATUM VICINITY MAP rR �kN 161n 5[ c CITY OF RENTON Planning/Building/Public Works Dept. 'rPslget. Dr, Sheet List Table SHEET 1 OF 34 C000 COVER SHEET SHEET 2 OF 34 C010 NOTES SHEET SHEET 3 OF 34 C100 OVERALL DEMO & T.E.S.C. PLAN SHEET 4 OF 34 C101 DEMO & T.E.S.C. PLAN SHEET 5 OF 34 C102 DEMO & T.E.S.C. PLAN SHEET 6 OF 34 C110 T.E.S.C. DETAILS SHEET 7 OF 34 C200 OVERALL CIVIL SITE PLAN SHEET 8 OF 34 C201 CIVIL SITE PLAN SHEET 9 OF 34 C202 CIVIL SITE PLAN SHEET 10 OF 34 C210 SITE DETAILS SHEET 11 OF 34 L1.00 OVERALL SITE PLAN SHEET 12 OF 34 L1.01 SITE PLAN ENLARGEMENT SHEET 13 OF 34 L1.02 SITE PLAN ENLARGEMENT SHEET 14 OF 34 L2.00 OVERALL PLANTING PLAN, SCHEDULE & NOTES SHEET 15 OF 34 L2.01 PLANTING PLAN ENLARGEMENT SHEET 16 OF 34 L2.02 PLANTING PLAN ENLARGEMENT SHEET 17 OF 34 L2.03 SOILS PLAN SHEET 18 OF 34 L3.00 OVERALL IRRIGATION PLAN SHEET 19 OF 34 L3.01 IRRIGATION PLAN ENLARGEMENT SHEET 20 OF 34 L3.02 IRRIGATION PLAN ENLARGEMENT SHEET 21 OF 34 L3.03 IRRIGATION LEGEND & NOTES SHEET 22 OF 34 L3.04 IRRIGATION DETAILS SHEET 23 OF 34 L4.00 SITE DETAILS SHEET 24 OF 34 L4.01 SITE DETAILS SHEET 25 OF 34 L4.02 SITE DETAILS SHEET 26 OF 34 L4.03 SITE DETAILS SHEET 27 OF 34 L4.04 SITE DETAILS SHEET 28 OF 34 L4.05 SITE DETAILS SHEET 29 OF 34 L4.06 STAIR AND RAMP PROFILES SHEET 30 OF 34 L5.00 OVERALL GRADING PLAN SHEET 31 OF 34 L5.01 GRADING PLAN ENLARGEMENT SHEET 32 OF 34 L5.02 GRADING PLAN ENLARGEMENT SHEET 33 OF 34 L6.00 OVERALL SUBDRAINAGE PLAN SHEET 34 OF 34 L6.01 SUBDRAINAGE DETAILS 5rhoo] IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ' � o SURFACE WATER UTILITY �� SAMorman 06/07/2024 JFarah 06/08/2024 DATE: CASCADE ELEMENTARY SCHOOL 04/19/202 FIELD IMPROVEMENTS PAGE: DRAWING N0: COVER SHEET 0000 SHEET: OF: 1 OF 31 0 LO O N A, u R-429301