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Home My WebLink AboutR-432601IN THE NW 1/4 OF SECTION 10 &THE NE 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. Sheet List Table HAZEN HIGH SCHOOL MODERNIZATION 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. 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. J v: PROJECT NOTES SITE IMPROVEMENTS - PERMIT SET 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 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. SITE INFORMATION SITE ADDRESS: ZONING: 1101 HOQUTAM AVENUE NE R8- RESIDENTIAL 8 DU/AC RENTON, WA 98059 RMF- RESIDENTIAL MULTI -FAMILY PARCEL NUMBERS: PARCEL AREAS: 102305-9072 159,429 SF OR 3.66 AC (APN 1023059072) 102305-9201 650,546 SF OR 14.93 AC (APN 1023059201) 102305-9277 110,642 SF OR 2.54 AC (APN 1023059277) 102305-9278 178,596 SF OR 4.10 AC (APN 1023059278) EARTHWORK QUANTITIES EXCAVATION SEE NOTE 2 15,521 CY FILL SEE NOTE s 5,154 CY TOTAL EARTHWORK 20,675 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 10,268 CY FOR FIELD EXCAVATION (PER TYP FIELD SECTION) AND ROUGHLY 7,577 CY FOR EXCAVATION OF DETENTION SYSTEMS FOR FIELDS. 3. INCLUDES APPROXIMATELY 1,676 CY FOR BACKFILL FOR DETENTION SYSTEMS FOR FIELDS. LEGAL DESCRIPTION PARCEL A: THE EAST 200 FEET OF THE NORTH 170 FEET OF THE FOLLOWING DESCRIBED TRACT: THE NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 30 FEET AND THE EAST 30 FEET THEREOF. PARCEL B: THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 15 FEET; ALSO EXCEPT THE SOUTH 132 FEET OF THE EAST 330 FEET THEREOF; ALSO EXCEPT THAT PORTION THEREOF LYING WITHIN THE EAST 30 FEET OF SAID SUBDIVISION, CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 3262476. PARCEL C: LOT 2 OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-00-148-LLA, RECORDED UNDER RECORDING NO. 20010529900002, IN KING COUNTY, WASHINGTON. PARCEL D: THE NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 30 FEET AND THE EAST 30 FEET FOR ROAD; ALSO EXCEPT THE EAST 200 FEET OF THE NORTH 170 FEET OF THE REMAINDER; TOGETHER WITH THE NORTH 15 FEET OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 3262476. PARCEL E: THE WEST 150 FEET OF THE SOUTH 132 FEET OF THE EAST 330 FEET OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. PARCEL F: THE EAST 180 FEET OF THE SOUTH 132 FEET OF THE EAST 330 FEET OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 30 FEET CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 3262476. PARCEL G: THE SOUTH 530 FEET OF TRACT 6, JOSEPH P. MARSHALL TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 38 OF PLATS, PAGE 30, IN KING COUNTY, WASHINGTON; PARCEL H: THE WEST HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 275 FEET, THEREOF; ALSO EXCEPT THAT PORTION LYING WITHIN THE COUNTY ROAD. PARCEL I: THE WEST HALF OF THE SOUTH HALF OF THE EAST HALF OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION LYING WITHIN THE COUNTY ROAD. SHEET 1 OF 76 C000 COVER SHEET SHEET 2 OF 76 C001 NOTES SHEET SHEET 3 OF 76 C010 OVERALL SITE PLAN SHEET 4 OF 76 C101 DEMOLITION AND TESC PLAN SHEET 5 OF 76 C102 DEMOLITION AND TESC PLAN SHEET 6 OF 76 C103 DEMOLITION AND TESC PLAN SHEET 7 OF 76 C104 DEMOLITION AND TESC PLAN SHEET 8 OF 76 C105 DEMOLITION AND TESC PLAN SHEET 9 OF 76 C106 DEMOLITION AND TESC PLAN SHEET 10 OF 76 C107 DEMOLITION AND TESC PLAN SHEET 11 OF 76 C108 HOQUTAM AVE NE DEMOLITION AND TESC PLAN SHEET 12 OF 76 C109 NE 10TH ST DEMOLITION AND TESC PLAN SHEET 13 OF 76 C110 TESC DETAILS SHEET 14 OF 76 C111 TESC DETAILS SHEET 15 OF 76 C201 CIVIL SITE PLAN SHEET 16 OF 76 C202 CIVIL SITE PLAN DATUM HORIZONTAL DATUM: NAD 83/2011- (EPOCH 2O10) VERTICAL DATUM: NAVD 88 BASIS OF BEARING HORIZONTAL BENCHMARKS: OWNER: CITY OF RENTON I D# 1845 DESCRIPTION: PUNCHED 1/2" BRASS ROD IN CASE DOWN 1.65'. LOCATION: INTERSECTION OF 148TH AVE. S.E. & S.E. 112TH ST. NORTHING: 186170.72' EASTING: 1316637.83' OWNER: CITY OF RENTON I D# 1849 DESCRIPTION: PUNCHED "X" IN 2" BRASS DISC IN CASE DOWN 0.30'. LOCATION: INTERSECTION OF FIELD AVE. N.E. & N.E. 8TH ST. NORTHING: 183615.51' EASTING: 1313987.64' VERTICAL BENCHMARKS: SOURCE CITY OF RENTON I D# 1845 DESCRIPTION: PUNCHED 1/2" BRASS ROD IN CASE DOWN 1.65'. LOCATION: INTERSECTION OF 148TH AVE. S.E. & S.E. 112TH ST. ELEVATION: 467.76' SOURCE CITY OF RENTON I D# 159 DESCRIPTION: PUNCHED 1-3/4" STEEL ROD IN CASE DOWN 0.60'. LOCATION: INTERSECTION OF N.E. 12TH ST. & UNION AVE. N.E. ELEVATION: 415.95' VICINITY MAP SS, NE 13th � NE 121h St, SE 113th St. v O _ n - Hazen High School m T m SE 11 GO, St. ELECTRICAL DRAWINGS NOT APPROVED. SEE CONDITIONS SHEETS 68-76. NOTE: ALL GROUNDWATER DISCHARGE SHALL MEET THE REQUIREMENTS OF THE PROJECT'S COVERAGE UNDER THE NPDES CONSTRUCTION STORMWATER PERMIT. IF GROUND WATER CANNOT BE DISCHARGED THROUGH STORMWATER, CONSTRUCTION STORMWATER DIRECTED TO THE PUBLIC SEWER SYSTEM WILL REQUIRE APPROVAL OF KING COUNTY, A KC INDUSTRIAL WASTE PERMIT AND RENTON DISCHARGE PERMIT. OWNER: RENTON SCHOOL DISTRICT ARCHITECT: INTEGRUS ARCHITECTURE LANDSCAPE: FORA LANDSCAPE ARCHITECTS ENGINEER: JACOBSON CONSULTING ENGINEERS CAPITAL PLANNING & CONSTRUCTION 117 S MAIN STREET, SUITE 100 ARCHITECT 1430 NE 65TH STREET 255 S. KING STREET, SUITE 800 7812 SOUTH 124TH STREET SEATTLE, WA 98104 SEATTLE, WA 98115 SEATTLE, WA 98104 SEATTLE, WA 98178 (206) 628-3137 CONTACT: ALEXANDRA FORIN; (425) 350-3229 CONTACT: NICK HAGAN (206) 426-2600 CONTACT: ALAN JACOBSON (206) 482-5253 CONTACT: MIKE CATO AFORIN@INTEGRUSARCH.COM NICK@FORA.LAND ALAN@JACOBSONENGINEERS.COM MICHAEL.CATO@RENTONSCHOOLS.US u' _wry! •• SURVEYED: SCALE: CITY OF �� HORIZONTAL: "NAD�983/1991 � w DESIGNED:JAJ 1988 N/A�. DRAWN: RENTON (� DJD/AJJ ONE INCH � � R��/s6T'�g�� ti CHECKED: AT FULL SCALE DATUM Planning/Building/Public Works Dept. I jAJ IF NOT ONE INCH � APPROVED: SCALE ACCORD NGLY hrrn5 N0. REVISION BY DATE APPR JAJ SHEET 17 OF 76 C203 CIVIL SITE PLAN SHEET 18 OF 76 C204 CIVIL SITE PLAN SHEET 19 OF 76 C205 CIVIL SITE PLAN SHEET 20 OF 76 C206 CIVIL SITE PLAN SHEET 21 OF 76 C207 CIVIL SITE PLAN SHEET 22 OF 76 C208 HOQUTAM AVE NE CIVIL SITE PLAN SHEET 23 OF 76 C209 NE 10TH ST CIVIL SITE PLAN SHEET 24 OF 76 C210 HOQUTAM AVE NE STRIPING AND SIGNAGE PLAN SHEET 25 OF 76 C211 NE 10TH ST STRIPING AND SIGNAGE PLAN SHEET 26 OF 76 C300 SITE DETAILS SHEET 27 OF 76 C301 SITE DETAILS SHEET 28 OF 76 C302 SITE DETAILS SHEET 29 OF 76 C303 SITE DETAILS SHEET 30 OF 76 C304 SITE DETAILS SHEET 31 OF 76 C310 DRAINAGE DETAILS SHEET 32 OF 76 C311 DRAINAGE DETAILS SHEET 33 OF 76 C312 DRAINAGE DETAILS SHEET 34 OF 76 C313 DRAINAGE DETAILS SHEET 35 OF 76 C314 DRAINAGE DETAILS SHEET 36 OF 76 C316 DRAINAGE DETAILS SHEET 37 OF 76 C317 DRAINAGE DETAILS SHEET 38 OF 76 C318 DRAINAGE DETAILS SHEET 39 OF 76 C319 UTILITY DETAILS SHEET 40 OF 76 C320 UTILITY PROFILES AND SECTIONS SHEET 41 OF 76 C321 DRAINAGE PROFILES SHEET 42 OF 76 C322 DRAINAGE PROFILES SHEET 43 OF 76 C330 DETAILED ROW IMPROVEMENTS SHEET 44 OF 76 C331 DETAILED ROW IMPROVEMENTS SHEET 45 OF 76 C332 DETAILED ROW IMPROVEMENTS SHEET 46 OF 76 C333 ROW SECTIONS SHEET 47 OF 76 C334 NE 10TH ST PROFILE SHEET 48 OF 76 C335 NE 10TH ST PROFILE SHEET 49 OF 76 L100 OVERALL LANDSCAPE PLAN SHEET 50 OF 76 L101 LANDSCAPE PLAN SHEET 51 OF 76 L102 LANDSCAPE PLAN SHEET 52 OF 76 L103 LANDSCAPE PLAN SHEET 53 OF 76 L104 LANDSCAPE PLAN SHEET 54 OF 76 L105 LANDSCAPE PLAN & LEGEND SHEET 55 OF 76 L300 OVERALL IRRIGATION PLAN SHEET 56 OF 76 L301 IRRIGATION PLAN SHEET 57 OF 76 L302 IRRIGATION PLAN & DETAILS SHEET 58 OF 76 L303 IRRIGATION PLAN SHEET 59 OF 76 L304 IRRIGATION SCHEDULE & DETAILS SHEET 60 OF 76 L305 IRRIGATION DETAILS SHEET 61 OF 76 L306 IRRIGATION DETAILS SHEET 62 OF 76 L400 LANDSCAPE DETAILS SHEET 63 OF 76 L401 LANDSCAPE DETAILS SHEET 64 OF 76 L500 OVERALL SUBDRAINAGE PLAN SHEET 65 OF 76 L501 SUBDRAINAGE PLAN SHEET 66 OF 76 L502 SUBDRAINAGE PLAN SHEET 68 OF 76 E001 ELECTRICAL LEGEND SHEET 69 OF 76 E002 ELECTRICAL ABBREVIATIONS AND NOTES SHEET 70 OF 76 E101 ELECTRICAL SITE PLAN - STREET LIGHTING N.E. 10TH ST. SHEET 71 OF 76 E102 ELECTRICAL SITE PLAN - RRFB HOQUTAM AVE. N.E. SHEET 72 OF 76 E901 ELECTRICAL DETAILS SHEET 73 OF 76 E902 ELECTRICAL DETAILS SHEET 74 OF 76 E903 ELECTRICAL DETAILS SHEET 75 OF 76 E904 ELECTRICAL DETAILS SHEET 76 OF 76 E905 ELECTRICAL DETAILS LDEVELOPIMENT ENGINEERING ` o 08/07/2025 R-432601 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Surface Water Enginering ,��, CURRENT PLANNING jfarah 08/11 /2025 amorganroth 08/08/2025 REGIONAL FIRE AUTHORITY ClA.", WATER UTILITYAPPROVEDABDOUL GAFOUR 088/2025 /0cthomas 08/07/2025 HAZEN HIGH SCHOOL MODERNIZATION DATE: 07.1 1.2025 COVER SHEET PAGE: C000 SHEET: OR 1 OF 7 T N N A, u m NJ - CM O O i 4 N Q J 00 O O O i N It r11