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Home My WebLink AboutCD-4326LEGAL DESCRIPTION HAZEN HIGH SCHOOL MODERNIZATION IN THE NW 1/4 OF SECTION 10 & THE NE 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. GENERAL NOTES SITE IMPROVEMENTS - PERMIT SET PROJECT NOTES VICINITY MAP HAZEN HIGH SCHOOL MODERNIZATION COVER SHEET TE D - 4 0 - 4 3 2 6 R-432601 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 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. 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 COUUNTY 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. 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. OWNER:RENTON SCHOOL DISTRICT CAPITAL PLANNING & CONSTRUCTION 7812 SOUTH 124TH STREET SEATTLE, WA 98178 (206) 482-5253 CONTACT: MIKE CATO MICHAEL.CATO@RENTONSCHOOLS.US ENGINEER:JACOBSON CONSULTING ENGINEERS 255 S. KING STREET, SUITE 800 SEATTLE, WA 98104 (206) 426-2600 CONTACT: ALAN JACOBSON ALAN@JACOBSONENGINEERS.COM LANDSCAPE: ARCHITECT FORA LANDSCAPE ARCHITECTS 1430 NE 65TH STREET SEATTLE, WA 98115 (425)350-3229 CONTACT: NICK HAGAN NICK@FORA.LAND 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. EARTHWORK QUANTITIES EXCAVATION SEE NOTE 2 14,953 CY FILL SEE NOTE 3 5,154 CY TOTAL EARTHWORK 20,107 CY SITE INFORMATION DATUM BASIS OF BEARING SITE ADDRESS: 1101 HOQUIAM AVENUE NE RENTON, WA 98059 PARCEL NUMBERS: 102305-9072 102305-9201 102305-9277 102305-9278 HORIZONTAL BENCHMARKS: OWNER:CITY OF RENTON ID#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 ID#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 ID# 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 ID#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' HORIZONTAL DATUM: NAD 83/2011 - (EPOCH 2010) VERTICAL DATUM: NAVD 88 ARCHITECT:INTEGRUS ARCHITECTURE 117 S MAIN STREET, SUITE 100 SEATTLE, WA 98104 (206)628-3137 CONTACT: ALEXANDRA FORIN; AFORIN@INTEGRUSARCH.COM ZONING: R8- RESIDENTIAL 8 DU/AC RMF- RESIDENTIAL MULTI-FAMILY PARCEL AREAS: 159,429 SF OR 3.66 AC (APN 1023059072) 650,546 SF OR 14.93 AC (APN 1023059201) 110,642 SF OR 2.54 AC (APN 1023059277) 178,596 SF OR 4.10 AC (APN 1023059278) 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. Sheet List Table 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 HOQUIAM 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 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 HOQUIAM AVE NE CIVIL SITE PLAN SHEET 23 OF 76 C209 NE 10TH ST CIVIL SITE PLAN SHEET 24 OF 76 C210 HOQUIAM 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 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 67 OF 76 L503 SUBDRAINAGE DETAILS 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 HOQUIAM 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 15,521 20,675 R-432601 & DETAILS electrical drawings not approved. see conditions sheets 68-76. DEVELOPMENT ENGINEERING msippo 08/07/2025 REGIONAL FIRE AUTHORITY cthomas 08/07/2025 APPROVED WATER UTILITY ABDOUL GAFOUR 08/08/2025 amorganroth 08/08/2025 CURRENT PLANNINGSurface Water Enginering jfarah 08/11/2025 IN THE NW 1/4 OF SECTION 10 & THE NE 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. HAZEN HIGH SCHOOL MODERNIZATION NOTES SHEET CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 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. CITY OF RENTON EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES (PER CITY STD. PLAN 268.00) 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 CITY OF RENTON 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. 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. CONTRACTOR SHALL MONITOR, REPLACE, AND SUPPLEMENT TESC MEASURES WITH ADDITIONAL MEASURES DURING WET SEASON TO MITIGATE FOR ANY POTENTIAL FOR EROSION OR SEDIMENT ON-SITE TO OCCUR AND IMPACT THE RIGHT-OF-WAY OR NEIGHBORING PROPERTIES (I.E. DOUBLE SILT FENCE, REPLACE CB INSERTS MORE OFTEN, ETC. CONTRACTOR SHALL UPDATE AND INCLUDE ADDITIONAL MEASURES BEING IMPLEMENTED DURING THE WET SEASON IN THE CSWPPP THAT WILL BE ON-SITE IN THE CONSTRUCTION TRAILER. 2.PHASE AND/OR SCHEDULE CONSTRUCTION TO LIMIT THE AMOUNT OF DISTURBED, UNSTABILIZED SOIL EXPOSED AT ANY ONE TIME. CONTRACTOR SHALL PROVIDE PHASING AND CONSTRUCTION SCHEDULE TO THE CITY PROJECT MANAGER AND INSPECTOR PRIOR TO STARTING CONSTRUCTION. 3.FENCE OR FLAG AREAS TO BE PROTECTED OF LEFT UNDISTURBED DURING CONSTRUCTION, INCLUDING INSTALLATION OF TEMPORARY CONSTRUCTION FENCING AND TREE PROTECTION MEASURES. 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 BUT NOT LIMITED TO, SILT FENCE, CATCH BASIN INSERTS, INTERCEPTOR SWALES, CHECK DAMS, SEDIMENT RETENTION FACILITIES (I.E. SEDIMENT SETTLEMENT TANKS, SEDIMENT TRAPS/PONDS, ETC.), AND STRAW WATTLES. COORDINATE WITH CITY OF RENTON INSPECTOR. 6.PROVIDE TEMPORARY PEDESTRIAN DETOUR ROUTES, SIGNS, FENCING, ETC. BOTH ON-SITE AND IN THE PUBLIC RIGHT-OF-WAY 7.BEGIN GRADING AND EXCAVATION FOR FIELD UNDERDRAIN AND IRRIGATION PIPING, AND FOR PAVEMENT SUBGRADES. 8.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. 9.CONSTRUCT STORM AND IRRIGATION UTILITIES, CONCRETE, ASPHALT, AND PERMEABLE PAVEMENTS, AS WELL AS STAIRS, CHEEK WALLS, AND MOW STRIPS FOR FENCING. 10.PLACE FILL SECTION AND LAWN/SEED FOR PLAYFIELD. 11.REMOVE TEMPORARY ESC FACILITIES UPON COMPLETION OF CONSTRUCTION AND ONLY ONCE SITE IS STABILIZED, INSPECTED, AND APPROVED BY CITY OF RENTON INSPECTOR. TESC CONSTRUCTION SEQUENCE 1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT' S CONTRACTOR. 2.THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL ( RENTON SWDM), RENTON MUNICIPAL CODE ( RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION ( APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION ( E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5.A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6.HE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT' S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS- BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7.VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 ( WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8.ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11.ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220. 00, 220. 10, AND 220. 20. 13.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14.ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT- LOCKING LIDS PER THE CITY STANDARD PLAN 204. 10, 204. 20, 204. 30, 204. 40, AND 204. 50. STRUCTURES SHALL HAVE: ·RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. ·ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/ GUTTER LINE. ·ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT- OF- WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT- OF- WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15.BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16.LIDS OF MANHOLES/ CATCH BASINS WITHIN PUBLIC RIGHT- OF- WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/ CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT- OF- WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. 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. CITY OF RENTON SURFACE WATER STANDARD PLAN NOTES (PER CITY STD. PLANS 267.00 & 267.10) R-432602 STAFF RECOMMENDS APPROVAL OF THE HAZEN HIGH SCHOOL MODERNIZATION, FILE NO. LUA24-000349, SA-A, MOD, MOD, MOD AS DEPICTED IN THE SITE PLAN (EXHIBIT 2), SUBJECT TO THE FOLLOWING CONDITIONS OF APPROVAL: 1.THE APPLICANT SHALL RECORD A FORMAL LOT COMBINATION IN ORDER TO ENSURE THE EXISTING BUILDINGS AND PROPOSED IMPROVEMENTS ARE NOT BUILT ACROSS PROPERTY LINES. THE INSTRUMENT SHALL BE RECORDED PRIOR TO THE ISSUANCE OF TEMPORARY CERTIFICATE OF OCCUPANCY. 2.THE APPLICANT SHALL PLANT NEW SUPPLEMENTAL TREES ON THE SITE TO ACHIEVE THE MINIMUM TREE DENSITY OF THIRTY (30) CREDITS PER NET ACRE. THE SPECIES AND LOCATIONS OF THE TREES SHALL BE INDICATED ON A LANDSCAPE PLAN SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER. ALTERNATIVELY, THE APPLICANT MAY PAY INTO THE CITY’S URBAN FORESTRY PROGRAM FUND AS A FEE-IN-LIEU OF PROVIDING ADDITIONAL SUPPLEMENTAL TREES OR PROPOSE A MIX OF NEW SUPPLEMENTAL TREES AND PAYMENT OF A FEE-IN-LIEU. THE APPLICANT SHALL SUBMIT A LANDSCAPE PLAN OR FEE-IN-LIEU REQUEST FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ISSUANCE OF THE BUILDING PERMIT APPLICATION. 3.ALL EXISTING DRIVEWAY CUTS, CURB RAMPS AND CROSSWALKS ALONG THE NE 10TH ST FRONTAGE SHALL BE UPGRADED TO MEET CURRENT CITY AND ADA STANDARDS, INCLUDING RECEIVING RAMPS FOR CROSSWALKS. 4.THE UNIMPROVED PORTION OF NE 10TH ST SHALL BE UPGRADED TO PROVIDE HALF-STREET IMPROVEMENTS INCLUDING SIDEWALK, STREET LIGHTING, PLANTER STRIP AND STREET TREES AS FEASIBLE IN RELATION TO THE ADJACENT HILLSIDE TO THE NORTH, AND ASPHALT PAVEMENT TO THE FURTHEST EXTENT SOUTH AS FEASIBLE. THE FINAL DESIGN OF THE IMPROVEMENTS INCLUDING PAVEMENT WIDTH, PLANTER WIDTH, STREET LIGHTING LOCATIONS, AND STREET TREE LOCATIONS, SHALL BE REVIEWED AND APPROVED BY THE PUBLIC WORKS PLAN REVIEWER. TEMPORARY BARRICADES SHALL BE INSTALLED UNTIL SUCH A TIME THAT THE PROPERTIES TO THE SOUTH DEVELOP AND CONTINUE THE THROUGH CONNECTION. 5.ALL EXISTING DRIVEWAY CUTS, CURB RAMPS AND CROSSWALKS ALONG THE HOQUIAM AVE NE SHALL BE UPGRADED TO MEET CURRENT CITY AND ADA STANDARDS, INCLUDING THE NORTHERN-MOST RAMP ADJACENT TO THE NORTHEAST PROPERTY CORNER OF THE SITE. RECEIVING RAMPS FOR CROSSWALKS SHALL ALSO BE UPGRADED TO MEET THE CURRENT STANDARDS. 6.THE EXISTING CROSSWALK AT THE NE 11TH CT INTERSECTION ADJACENT TO THE SCHOOL’S PRIMARY ENTRANCE SHALL BE UPGRADED TO A PEDESTRIAN-ACTIVATED PUSH-BUTTON RECTANGULAR RAPID FLASHING BEACON (RRFB) MEETING CITY STANDARD DETAILS 141.1 THROUGH 141.5. LAND USE CONDITIONS OF APPROVAL TE D - 4 0 - 4 3 2 6 R-432602 DEVELOPMENT ENGINEERING msippo 08/07/2025 X X X E E E E E E E E E E E SS CO SUB SUB SUB SUB S U B S U B S U B S U B SUB SUB SUB S U B S U B SUB SUB SUB S U B S U B SUB SUB SUB S U B S U B SUB SUB SUB S U B S U B SUB SUB SUB S U B S U B SUB SUB SUB S U B S U B SUB SUB SUB S U B S U B SUB SUB S U B S U B SUB SUB S U B S U B SUB SUB S U B S U B SUB SUB S U B S U B SUB SUB S U B S U B SUB SUB S U B S U B SUB SUB S U B S U B SUB S U B S U B SUB S U B S U B SUB S U B SUB S U B SUB S U B SUB S U B SUB S U B S U B S U B S U B SUB SUB SUB SU BSU B SU B SUB SU B SU B SUB SU B SU B SU B SUB SU B SD E E E E E E E E E E E E E E EE E E E E E E E EE E EE E E E EE EE E E E E E E E E E E E E E E SD EE E EEEEEE E E E E E ESDSD DU V A L L A V E . N . E . HO Q U I A M A V E . N . E . N.E. 12TH ST. N.E. 10TH ST. N.E. 11TH PL N.E. 11TH CT N.E. 11TH ST N.E. 10TH PL GR A H A M AV E N . E . FI E L D AV E N . E . EXISTING FIRE HYDRANT NE 10TH ST ECO PAN FOR CONCRETE PUMPER TRUCK CLEANOUT; FINAL LOCATION TO BE COORDINATED IN FIELD DURING CONSTRUCTION. ECO PAN USED FOR CONCRETE POUR IN COURTYARD TO THE SOUTH FOR GREENHOUSE PAD AND CONCRETE SIDEWALK REPLACEMENT FOR INSTALLATION OF ACID WASTE PIPING CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION OVERALL SITE PLAN CX04 CX01 CX03 CX05 CX06 PROJECT WORK AREAS (TYP) IMPROVED BASEBALL FIELD AND GROUND SOURCE WELL ZONE CX02 EXISTING POWER POLE NEW ELECTRICAL PRIMARY SERVICE GROUND SOURCE WELL ZONE GROUND SOURCE PIPING IN/OUT OF BUILDING (2) TEMPORARY PORTABLES TO BE REMOVED AT END OF PROJECT UNDER SEPARATE PERMIT MAINTAIN 20' WIDE FIRE LANE CX07 GROUND SOURCE VAULT. LOCATION TBD. EX CHURCH PROPERTY NOTE: BREAKOUT SHEETS VARY IN DRAWING SCALE CONTRACTOR TO TAKE NOTE OF SCALES ON EVERY SHEET NE 10TH ST FROM EXISTING CUL-DE-SAC WEST ALONG SCHOOL'S FRONTAGE TO BE UPGRADED WITH PLANTER STRIP, STREET LIGHTING, AND CONCRETE SIDEWALK MEETING THE REQUIREMENTS FOR A RESIDENTIAL ACCESS STREET SECTION. SEE SHEETS C109 AND C209 EXISTING ADA RAMP AT THE NW CORNER OF INTERSECTION OF HOQUIAM AVE NE & NE 10TH ST TO BE UPGRADED TO MEET ACCESSIBILITY REQUIREMENTS. SEE SHEETS C109 AND C209 EXISTING ADA RAMP AT THE SE CORNER OF INTERSECTION OF HOQUIAM AVE NE & NE 11TH CT TO BE UPGRADED TO MEET ACCESSIBILITY REQUIREMENTS, INCLUDING INSTALLATION OF A NEW COMPANION RAMP ON EAST SIDE OF STREET. EXISTING CROSSWALK TO BE REPLACED WITH NEW THERMOPLASTIC CROSSWALK STRIPING SEE SHEETS C108 AND C208 EXISTING DRIVEWAY CURB CUT TO BE UPGRADED TO MEET ACCESSIBILITY REQUIREMENTS SEE SHEETS C108 AND C208 NOTE: FOR R.O.W. IMPROVEMENTS SEE DETAILS ON SHEETS C330 & C331 C109 C209 C109, C209 IMPROVED SOFTBALL FIELD EXISTING DRIVEWAY CURB CUT TO BE UPGRADED TO MEET ACCESSIBILITY REQUIREMENTS SEE SHEETS C108 AND C208 EXISTING DRIVEWAY CURB CUT TO BE UPGRADED TO MEET ACCESSIBILITY REQUIREMENTS SEE SHEETS C108 AND C208 C1 0 8 , C2 0 8 C1 0 8 , C2 0 8 SCALE 1"=80' 40 80 1600 EXISTING DRIVEWAY CURB CUT TO BE UPGRADED TO MEET ACCESSIBILITY REQUIREMENTS SEE SHEETS C109 AND C209 EXISTING LIGHT POLE AND HH EXISTING CABINET KEYNOTE: 1.DEMOLISH AND REMOVE EX SECURITY FENCING AND GATES, INCLUDING ANY HARDWARE, OUTSIDE THE GYM/CAFETERIA AREA COURTYARD. CONTRACTOR SHALL SAWCUT 2' AROUND POSTS AND REMOVE POSTS. PATCH WITH CONCRETE SIDEWALK PAVEMENT. 2.DEMOLISH AND REMOVE EX SECURITY FENCING AND GATES, INCLUDING ANY HARDWARE, OUTSIDE THE CTE/D-WING SCIENCE AREA COURTYARD. CONTRACTOR SHALL SAWCUT 2' AROUND POSTS AND REMOVE POSTS. PATCH WITH CONCRETE SIDEWALK PAVEMENT. 1 2 FOR WORK IN EX COURTYARD SEE DETAIL C303 10 CITY OF RENTON EROSION CONTROL WET SEASON REQUIREMENTS ANY SITE WITH EXPOSED SOILS DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) SHALL BE SUBJECT TO THE SPECIAL PROVISIONS BELOW. IN ADDITION TO THE ESC COVER MEASURES (SEE SECTION D.2.1.2), THESE PROVISIONS INCLUDE COVERING ANY NEWLY SEEDED AREAS WITH MULCH AND IDENTIFYING AND SEEDING AS MUCH DISTURBED AREA AS POSSIBLE PRIOR TO SEPTEMBER 23 IN ORDER TO PROVIDE GRASS COVER FOR THE WET SEASON. A “WET SEASON ESC PLAN” MUST BE SUBMITTED AND APPROVED BY THE CITY BEFORE WORK PROCEEDS OR CONTINUES. THE FOLLOWING PROVISIONS FOR WET SEASON CONSTRUCTION ARE DETAILED IN APPENDIX D OF THE 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL. PLEASE ENSURE YOUR SITE IS PROTECTED AND COMPLIES WITH THE SPECIAL PROVISIONS OUTLINED BELOW. WET SEASON SPECIAL PROVISIONS ALL OF THE FOLLOWING PROVISIONS FOR WET SEASON CONSTRUCTION ARE DETAILED IN THE REFERENCED SECTIONS. THESE REQUIREMENTS ARE LISTED HERE FOR THE CONVENIENCE OF THE DESIGNER AND THE REVIEWER. 1.THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN (SECTION D.2.1.2). 2.STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS (SECTION D.2.1.2). 3.COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE (SECTION D.2.1.2). 4.ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON (SECTION D.2.1.2.6). 5.MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS (SECTION D.2.1.2.2). 6.FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE (SECTION D.2.1.3.1). 7.CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE-GRAINED SOIL (SECTION D.2.1.4.2). 8.SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.2.1.5). 9.SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.2.1.6). 10.PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS (SECTION D.2.4.3). 11.ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS (SECTION D.2.2). SAWCUT AND REMOVE EX ASPHALT PAVEMENT FOR UTILITY INSTALLATION. PATCH WITH HEAVY ASPHALT PAVEMENT SECTION. SEE DETAIL C300 7 EX ASPHALT ACCESS DRIVE EX DOUBLE SWING VEHICLE GATE FOR CONSTRUCTION ACCESS TO SITE R-432603 TE D - 4 0 - 4 3 2 6 R-432603 DEVELOPMENT ENGINEERING msippo 08/07/2025 SW SW SW SW SW SW SW SW 4' 4.5' 9. 9 ' 16 . 4 ' PROTECT EX CONCRETE CURB TO REMAIN (TYP) SAWCUT AND REMOVE EX CONCRETE SIDEWALK PROTECT EX CONCRETE CROSSING AND CROSSWALK STRIPING TO REMAIN INSTALL STRAW WATTLES SEE DETAIL (TYP) C110 8 17 . 7 ' VEG VEG HO Q U I A M A V E . N . E . (A D E D I C A T E D P U B L I C R I G H T O F W A Y ) REMOVE ALL (14) EX 24" CONCRETE BOLLARDS AND SURROUNDING PAVING TO INSTALL NEW VEHICULAR RATED TRAFFIC BOLLARDS (TYP) SEE SHEET C201 IP IP INSTALL CB PROTECTION SEE DETAIL (TYP) C110 7 PROTECT EX 10" STORM DRAIN PIPE TO REMAIN. TOP OF PIPE IS APPROXIMATELY 2-FT BELOW EX GRADE PROTECT EX PEDESTRIAL LIGHT POLE TO REMAIN REMOVE EX STEAM VENT COVER AND DEMO AND REMOVE 8" MIN. OF EXISTING BELOW GRADE CONCRETE WALL AND THEN INFILL PER ARCH'L PLANS SALVAGE AND REMOVE, CLEAN, PAINT, AND REINSTALL EX BOLT DOWN BENCH. SEE SHEET C201 FOR BENCH LOCATIONS. REMOVE EX FDC TO BE RELOCATED. COORDINATE WITH MECH'L ENGINEER REMOVE EX METAL RAILING EXTENTS OF PROPOSED BUILDING VESTIBULE PROTECT EX STORM CLEANOUT CASTING TO REMAIN REMOVE EX BENCH AND POSTS CAST INTO EX CONCRETE PROTECT EX BUILDING COLUMNS TO REMAIN REMOVE EX CONCRETE STAIR PAD SAWCUT AND REMOVE EX CONCRETE PAVEMENT AS REQUIRED TO CONSTRUCT NEW BLDG VESTIBULE AND REGRADED PORTION OF CONCRETE PLAZA. SEE SHEET C201 SW INSTALL STRAW WATTLES SEE DETAIL (TYP) C110 8 PROTECT EX CONCRETE CURB TO REMAIN (TYP) SW SW SW SW SW SW SW SW SW S W S W SW SW SW SW SW SW SW SW S W S W SW SW SW SW SAWCUT AND REMOVE EX CONCRETE AND ASPHALT AS REQUIRED TO REPLACE EX ACCESSIBLE CURB RAMP PROTECT EX PEDESTRIAL LIGHT POLE TO REMAIN INSTALL TREE PROTECTION FENCING SEE DETAIL VEG REMOVE AND REINSTALL PROTECT EX "STOP" SIGN AND POST PROTECT EX FLAG POLE TO REMAIN CONTRACTOR SHALL MAKE A RECORD OF EXISTING SCORE/JOINT LINES TO BE MATCHED FOR FINISHED CONCRETE CONDITION. SEE SHEET C201 SW EX BUILDING OVERHANG/CANOPY ABOVE (TYP) 4' SAWCUT AND REMOVE EX CONCRETE SIDEWALK PROTECT EX CONCRETE CURB TO REMAIN (TYP) REMOVE 6" AND 10" CEDAR TREES REMOVE AND REINSTALL ADA PARKING SIGN AND POST REMOVE AND REINSTALL ADA PARKING SIGN AND POST REMOVE AND REINSTALL BUS LOADING SIGN AND POST CONTRACTOR SHALL MAKE A RECORD OF EXISTING SCORE/JOINT LINES TO BE MATCHED FOR FINISHED CONCRETE CONDITION. SEE SHEET C201 (TYP) CONTRACTOR SHALL MAKE A RECORD OF EXISTING CORE/JOINT LINES TO BE MATCHED FOR FINISHED CONCRETE CONDITION. SEE SHEET C201 (TYP) TEMPORARY CONSTRUCTION FENCING (TYP) SEE DETAIL C110 10 SW SW SW SW SW SW VEG 1.5' SAWCUT AND REMOVE EX ASPHALT RAMP PROTECT EX STOP SIGN PROTECT EX CURB 6' EXISTING 10" WATER MAIN TO BE PROTECTED AT ALL TIMES. PROTECTION SHALL INCLUDE, BUT NOT LIMITED TO, PROHIBITION OF HEAVY MACHINERY AND DRILLING EQUIPMENT ON TOP OF MAIN OR WITHIN EASEMENT. VIBRATIONAL TESTING MAY BE REQUIRED FOR ANY DRILLING OR PILING OCCURRING NEAR THE MAIN. ADDITIONALLY, ANY MACHINERY CROSSING THE WATER MAIN IN UNPAVED AREAS WILL BE REQUIRED SHEETING OR SIMILAR MECHANISM TO ENSURE THAT THE MAIN IS NOT SUBJECT TO DAMAGE LOADS. C111 10 ECO PAN FOR CONCRETE TRUCK CLEANOUT; FINAL LOCATION TO BE COORDINATED IN FIELD DURING CONSTRUCTION. PROTECT EX CONCRETE SEAT WALL TO REMAIN VEG SW SW SW SW SW SW SW SW SW CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 LEGEND SCALE 1"=10' 5 10 200 HAZEN HIGH SCHOOL MODERNIZATION DEMOLITION AND TESC PLAN TREE PROTECTION INLET PROTECTION PROPERTY LINE TEMP CONSTRUCTION FENCINGCF IP VEG SAWCUT LINE REMOVE CURBING REMOVE ASPHALT PAVEMENT REMOVE CONCRETE PAVEMENT CONSTRUCTION FENCING NOTE: INSTALL CONSTRUCTION FENCING AROUND LIMITS OF WORK TO PROTECT STAFF AND STUDENTS AND SECURE JOBSITE. CONTRACTOR SHALL ERECT FENCE AROUND JOBSITE AND ADJUST AS CONSTRUCTION CONDITIONS CHANGE OR AS PHASING ALLOWS. CONTRACTOR CAN UTILIZE EXISTING PERIMETER FENCING AS SECURITY FENCING AND THEN SUPPLEMENT ON THE WEST SIDE OF THE SITE AS NEEDED. ANY EXISTING CHAINLINK FENCING THE CONTRACTOR ELECTS TO UTILIZE DURING CONSTRUCTION SHALL APPLY (IE ZIPTIES OR OTHER MEANS) HIGH VISIBILITY MATERIAL OR SIMILAR METHOD TO BE APPLIED TO FENCING TO DELINEAT AS CONSTRUCTION ZONE (TYP). ANY SECTIONS OF EXISTING FENCING THAT IS NOT 6-FT HIGH SHALL HAVE TEMPORARY 6-FT HIGH CHAINLINK FENCING INSTALLED NEXT TO IT. SEE DETAIL 10/C110. SEE SHEET C001 FOR CITY OF RENTON ESC STANDARD PLAN NOTES CONTINUATION - SEE TOP RIGHT CONTINUATION - SEE BOTTOM LEFT REMOVE TREE(S) FOR WORK IN THE RIGHT-OF-WAY SEE SHEET C108 SEE SHEET C001 FOR TESC CONSTRUCTION SEQUENCE NOTES STRAW WATTLES SWSW R-432604 TE D - 4 0 - 4 3 2 6 R-432604 DEVELOPMENT ENGINEERING msippo 08/07/2025 □ IP IP INSTALL CB PROTECTION (TYP) SEE DETAIL C110 7 FF IS FF IS FF INTERCEPTOR SWALE WITH ROCK CHECK DAMS AT 50' O.C. SPACING SEE DETAILS C110 6 C111 5 INSTALL SILT FENCE (TYP) SEE DETAIL C111 9 TEMPORARY DUPLEX SUMP PUMPS INSTALLED AT LOW POINT ON SITE SEE DETAIL C111 8 FF CONTRACTOR TO UTILIZE EXISTING SITE FENCING FOR CONSTRUCTION PERIMETER FENCING AND SUPPLEMENT AS NEEDED SEE CONSTRUCTION FENCING NOTE WITHIN THIS SHEET PROTECT EX CATCH BASIN AND STORM PIPING DURING GROUND SOURCE WELL INSTALLATION PROTECT EX CATCH BASIN AND STORM PIPING DURING GROUND SOURCE WELL INSTALLATION EXISTING 10" WATER MAIN TO BE PROTECTED AT ALL TIMES. PROTECTION SHALL INCLUDE, BUT NOT LIMITED TO, PROHIBITION OF HEAVY MACHINERY AND DRILLING EQUIPMENT ON TOP OF MAIN OR WITHIN EASEMENT. VIBRATIONAL TESTING MAY BE REQUIRED FOR ANY DRILLING OR PILING OCCURING NEAR THE MAIN. ADDITIONALLY, ANY MACHINERY CROSSING THE WATER MAIN IN UNPAVED AREAS WILL BE REQUIRED SHEETING OR SIMILAR MECHANISM TO ENSURE THAT THE MAIN IS NOT SUBJECT TO DAMAGE LOADS. PUMP CONSTRUCTION STORMWATER TO SEDIMENT SETTLEMENT TANKS. PUMP LINE TO BE TAKEN OFF LINE AND REMOVED ONCE DETENTION VAULT IS INSTALLED AND READY TO USE AS TEMPORARY TESC MEASURE PROTECT EX BACKSTOP TO REMAIN 4" GV (R) FF CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 SCALE 1"=20' 0 10 20 40 HAZEN HIGH SCHOOL MODERNIZATION DEMOLITION AND TESC PLAN LEGEND SAWCUT LINE REMOVE CURBING REMOVE ASPHALT PAVEMENT REMOVE CONCRETE PAVEMENT TREE PROTECTION INLET PROTECTION PROPERTY LINE TEMP CONSTRUCTION FENCINGCF IP VEG SEE SHEET C001 FOR CITY OF RENTON ESC STANDARD PLAN NOTES MATCHLINE - SEE SHEET C103 CONSTRUCTION FENCING NOTE: INSTALL CONSTRUCTION FENCING AROUND LIMITS OF WORK TO PROTECT STAFF AND STUDENTS AND SECURE JOBSITE. CONTRACTOR SHALL ERECT FENCE AROUND JOBSITE AND ADJUST AS CONSTRUCTION CONDITIONS CHANGE OR AS PHASING ALLOWS. CONTRACTOR CAN UTILIZE EXISTING PERIMETER FENCING AS SECURITY FENCING AND THEN SUPPLEMENT ON THE WEST SIDE OF THE SITE AS NEEDED. ANY EXISTING CHAINLINK FENCING THE CONTRACTOR ELECTS TO UTILIZE DURING CONSTRUCTION SHALL APPLY (IE ZIPTIES OR OTHER MEANS) HIGH VISIBILITY MATERIAL OR SIMILAR METHOD TO BE APPLIED TO FENCING TO DELINEAT AS CONSTRUCTION ZONE (TYP). ANY SECTIONS OF EXISTING FENCING THAT IS NOT 6-FT HIGH SHALL HAVE TEMPORARY 6-FT HIGH CHAINLINK FENCING INSTALLED NEXT TO IT. SEE DETAIL 10/C110. SEE SHEET C001 FOR TESC CONSTRUCTION SEQUENCE NOTES SILT FENCE INTERCEPTOR SWALEIS FF R-432605 TE D - 4 0 - 4 3 2 6 R-432605 DEVELOPMENT ENGINEERING msippo 08/07/2025 DU V A L L A V E . N . E . (A D E D I C A T E D P U B L I C R I G H T O F W A Y ) IMPROVED BASEBALL FIELD. SEE LANDSCAPE PLANS AND CIVIL SHEET C203 EXISTING CITY OF RENTON WATER EASEMENT TO BE PROTECTED AT ALL TIMES 15' IP INSTALL CB PROTECTION (TYP) SEE DETAIL C110 7 IP IP IP PUMP "CLEAN" STORMWATER FROM TEMP SEDIMENT SETTLEMENT TANKS TO EXISTING CATCH BASIN. CONTRACTOR TO ENSURE ALL DISCHARGE MEETS TURBIDITY REQUIREMENTS. PUMP LINE TO BE TAKEN OFF LINE AND REMOVED ONCE DETENTION VAULT IS INSTALLED AND READY TO USE AS TEMPORARY TESC MEASURE FF IS FF FF IS PUMP CONSTRUCTION STORMWATER TO SEDIMENT SETTLEMENT TANKS. PUMP LINE TO BE TAKEN OFF LINE AND REMOVED ONCE DETENTION VAULT IS INSTALLED AND READY TO USE AS TEMPORARY TESC MEASURE FFINTERCEPTOR SWALE WITH ROCK CHECK DAMS AT 50' O.C. SPACING SEE DETAILS C110 6 C111 5 TEMPORARY DUPLEX SUMP PUMPS INSTALLED AT LOW POINT ON SITE SEE DETAIL C111 8 PUMP CONSTRUCTION STORMWATER TO SEDIMENT SETTLEMENT TANKS. PUMP LINE TO BE TAKEN OFF LINE AND REMOVED ONCE DETENTION VAULT IS INSTALLED AND READY TO USE AS TEMPORARY TESC MEASURE INSTALL SILT FENCE (TYP) SEE DETAIL C111 9 INTERCEPTOR SWALE WITH ROCK CHECK DAMS AT 50' O.C. SPACING SEE DETAILS C110 6 C111 5 FF BOE = 442.50 FF APPROXIMATE LIMITS OF PROPOSED DETENTION SYSTEM EXCAVATION FOR BASEBALL FIELD. SEE SHEET C203 SALVAGE AND REMOVE EX PULL UP BARS TO BE REINSTALLED AFTER COMPLETION OF GROUND SOURCE WELL FIELD (4) 18,900 GALLON CAPACITY TEMPORARY SEDIMENT SETTLEMENT TANKS ("BAKER TANK" OR EQUAL). CONTRACTOR SHALL PROVIDE ALL PUMPS REQUIRED TO MANAGE CONSTRUCTION STORMWATER AND DISCHARGE AT THE SITE. SETTLEMENT TANKS TO BE TAKEN OFF LINE AND REMOVED ONCE DETENTION VAULT IS INSTALLED AND READY TO USE AS TEMPORARY TESC MEASURE PROTECT EX FIELD PERIMETER FENCING TO REMAIN PROTECT EXISTING SYNTHETIC TURF DUGOUT TO REMAIN PROTECT EXISTING CONCRETE TO REMAIN PROTECT EXISTING SYNTHETIC TURF DUGOUT AND SURROUNDING FENCE TO REMAIN PROTECT EXISTING 8" STORM DURING PROPOSED STORM INSTALLATION SEE SHEET C203 (TYP) PROTECT EX CONCRETE RETAINING WALL AND FENCE IP SUPPLEMENT SITE FENCING DURING CONSTRUCTION AS NEEDED TO SECURE CONSTRUCTION WORK AREAS SEE CONSTRUCTION FENCING NOTE WITHIN SHEET PROTECT EX SDMH AND AND SSMH AND ASSOCIATED PIPING DURING GROUND SOURCE WELL INSTALLATION CONTRACTOR TO HAVE THE OPTION TO UTILIZE PROPOSED DETENTION SYSTEM FOR CONSTRUCTION STORMWATER SETTLEMENT VAULT MUST BE CLEANED OF ALL SEDIMENT PRIOR TO THE END OF CONSTRUCTION IP IP PROTECT EX TREES TO REMAIN UNLESS OTHERWISE NOTED VEG REMOVE AND REPLACE PORTION OF EXISTING SIDEWALK AND ASPHALT AS NEEDED FOR UTILITY INSTALLATION REMOVE AND REPLACE PORTION OF EXISTING FENCE AS NEEDED FOR UTILITY INSTALLATION APPROXIMATE LIMITS OF PROPOSED STORM PIPING EXCAVATION FROM DETENTION SYSTEM FOR BASEBALL FIELD. SEE SHEET C203 FOR DEPTH OF STORM SYSTEM. REMOVE EX (2) 6" & (1) 8" DECIDUOUS TREE CLUSTER PROTECT EX 10" DECIDUOUS TREE NOTE: ARBORIST SHALL BE ON-SITE DURING TREE REMOVAL AND STORM PIPING INSTALLATION REMOVE EX 8" DECIDUOUS TREE REMOVE EX 26" AND 14" DECIDUOUS TREE REMOVE EX 10" DECIDUOUS TREE REMOVE EX 6" DECIDUOUS TREE IP IP CONTRACTOR TO UTILIZE 4' MAX VERTICAL CUT AT BOTTOM OF EXCAVATION 450 45 5 448 449 451 452 453 454 1:1 MAX CUT SLOPE C111 3 EXISTING 10" WATER MAIN TO BE PROTECTED AT ALL TIMES. PROTECTION SHALL INCLUDE, BUT NOT LIMITED TO, PROHIBITION OF HEAVY MACHINERY AND DRILLING EQUIPMENT ON TOP OF MAIN OR WITHIN EASEMENT. VIBRATIONAL TESTING MAY BE REQUIRED FOR ANY DRILLING OR PILING OCCURRING NEAR THE MAIN. ADDITIONALLY, ANY MACHINERY CROSSING THE WATER MAIN IN UNPAVED AREAS WILL BE REQUIRED SHEETING OR SIMILAR MECHANISM TO ENSURE THAT THE MAIN IS NOT SUBJECT TO DAMAGE LOADS. CF 4 5 0 4 5 5 REMOVE EX 22" AND 24" CONIFER TREE REMOVE AND REPLACE EX FENCE AS NEEDED FOR DETENTION EXCAVATION AND STORM INSTALLATION IP EXISTING 10" PRIVATE CLAY SEWER MAIN TO BE PROTECTED AT ALL TIMES. PROTECTION SHALL INCLUDE, BUT NOT LIMITED TO, PROHIBITION OF HEAVY MACHINERY AND DRILLING EQUIPMENT ON TOP OF MAIN, VIBRATIONAL TESTING MAY BE REQUIRED FOR ANY DRILLING OR PILING OCCURRING NEAR THE MAIN. ADDITIONALLY, ANY MACHINERY CROSSING THE SEWER MAIN IN UNPAVED AREAS WILL BE REQUIRED TO UTILIZE SHEETING OR SIMILAR MECHANISM TO ENSURE THAT DAMAGE DOES NOT OCCUR TO THE MAIN. VEG REMOVE EX 26" CONIFER TREE PROTECT EX FENCE PROTECT EX STORM TO REMAIN 18' INSTALL TEMPORARY CONCRETE ECOLOGY BLOCKS LEVEL OUT THE CONSTRUCTION ENTRANCE IN THIS AREA. BLOCKS SHALL 2-HIGH MAX AND EMBED 12" MIN. STABILIZED CONSTRUCTION ACCESS SEE DETAIL C110 5 MATCH EX ASPHALT GRADE AT TRANSITION EX ASPHALT DRIVE MAINTAIN EX ASPHALT PAVEMENT FOR CONSTRUCTION ACCESS 15' MIN CE 17 9 ' REMOVE SECTION OF EX 4-FT HIGH CHAINLINK FENCE, POSTS, AND CONCRETE FOOTINGS & CURB REMOVE THIS PORTION OF EX 10-FT HIGH CHAINLINK FENCE AND GATE, INCLUDING POSTS AND CONCRETE FOOTINGS SAWCUT AND REMOVE PORTION OF EX CONCRETE CURB AND CHAINLINK FENCE TO INSTALL NEW FOUL POLE SAWCUT AND REMOVE PORTION OF EX CONCRETE CURB AND CHAINLINK FENCE TO INSTALL NEW FOUL POLE FF FF CF INSTALL SILT FENCE ON HILLSIDE OF UTILITY EXCAVATION (TYP) SEE DETAIL C111 9 PROTECT EX CATCH BASIN AND ASSOCIATED STORM PIPING TO REMAIN FF FF 31 ' 10" DI WATERMAIN (PER CONTRACTOR POTHOLE) 4" GV (R) PROTECT EX GATE VALVE TO REMAIN. ECOLOGY BLOCKS SHALL NOT BE PLACED ON TOP OF EX WATER VALVE PROTECT EX GATE VALVE TO REMAIN 10" GV (R) 10" DI WATERMAIN (PER SURVEY) CE CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION DEMOLITION AND TESC PLAN LEGEND SAWCUT LINE REMOVE CURBING REMOVE ASPHALT PAVEMENT REMOVE CONCRETE PAVEMENT TREE PROTECTION INLET PROTECTION PROPERTY LINE TEMP CONSTRUCTION FENCINGCF IP VEG SEE SHEET C001 FOR CITY OF RENTON ESC STANDARD PLAN NOTES SEE SHEET C102 FOR TESC CONSTRUCTION SEQUENCE NOTES MATCHLINE - SEE SHEET C102 MATCHLINE - SEE SHEET C104 BOTTOM OF EXCAVATION LEGEND SCALE 1"=20' 0 10 20 40 CONSTRUCTION FENCING NOTE: INSTALL CONSTRUCTION FENCING AROUND LIMITS OF WORK TO PROTECT STAFF AND STUDENTS AND SECURE JOBSITE. CONTRACTOR SHALL ERECT FENCE AROUND JOBSITE AND ADJUST AS CONSTRUCTION CONDITIONS CHANGE OR AS PHASING ALLOWS. CONTRACTOR CAN UTILIZE EXISTING PERIMETER FENCING AS SECURITY FENCING AND THEN SUPPLEMENT ON THE WEST SIDE OF THE SITE AS NEEDED. ANY EXISTING CHAINLINK FENCING THE CONTRACTOR ELECTS TO UTILIZE DURING CONSTRUCTION SHALL APPLY (IE ZIPTIES OR OTHER MEANS) HIGH VISIBILITY MATERIAL OR SIMILAR METHOD TO BE APPLIED TO FENCING TO DELINEAT AS CONSTRUCTION ZONE (TYP). ANY SECTIONS OF EXISTING FENCING THAT IS NOT 6-FT HIGH SHALL HAVE TEMPORARY 6-FT HIGH CHAINLINK FENCING INSTALLED NEXT TO IT. SEE DETAIL 10/C110. SILT FENCEFF INTERCEPTOR SWALEIS CONSTRUCTION ENTRANCE ACCESS TO SITE VIA EX ASPHALT DRIVE VIA DOUBLE SWING GATE LOCATED NEAR SE CORNER OF TRACK & FIELD AT NE 10TH STREET SEE SHEET C010 R-432606 TE D - 4 0 - 4 3 2 6 R-432606 DEVELOPMENT ENGINEERING msippo 08/07/2025 15 ' EXISTING CITY OF RENTON WATER EASEMENT 15' EXISTING CITY OF RENTON WATER EASEMENT PRIVATE STORM MAIN CITY OF RENTON WATER MAIN REMOVE PORTION OF EX GRASS FIELD AS REQ'D TO INSTALL NEW GROUND SOURCE PIPING AND VAULT AND ELECTRICAL CONDUITS. SEE SHEET C204 (TYP) IP IP INSTALL CB PROTECTION (TYP) SEE DETAIL C110 7 IP SAWCUT AND REMOVE EX ASPHALT PAVEMENT FOR UTILITY INSTALLATION SEE SHEET C204 FF REMOVE GRAVEL SAWCUT AND REMOVE PORTION OF EX CONCRETE PAVEMENT FOR NEW MECH'L PAD INSTALLATION. SEE SHEET C204. EX BASEBALL FIELD SUBDRAINAGE TIE IN POC AT EX CATCH BASIN. STORMWATER THEN DRAINS WEST. SEE SHEET C103 SAWCUT AND REMOVE EX ASPHALT PAVEMENT FOR UTILITY INSTALLATION SEE SHEET C204. PROTECT EXISTING BASEBALL FIELD PERIMETER FENCING TO REMAIN SILT FENCE (TYP) SEE DETAIL C111 9 IMPROVED BASEBALL FIELD. SEE LANDSCAPE PLANS AND CIVIL SHEET C204 EXISTING 10" WATER MAIN TO BE PROTECTED AT ALL TIMES. PROTECTION SHALL INCLUDE, BUT NOT LIMITED TO, PROHIBITION OF HEAVY MACHINERY AND DRILLING EQUIPMENT ON TOP OF MAIN OR WITHIN EASEMENT. VIBRATIONAL TESTING MAY BE REQUIRED FOR ANY DRILLING OR PILING OCCURRING NEAR THE MAIN. ADDITIONALLY, ANY MACHINERY CROSSING THE WATER MAIN IN UNPAVED AREAS WILL BE REQUIRED SHEETING OR SIMILAR MECHANISM TO ENSURE THAT THE MAIN IS NOT SUBJECT TO DAMAGE LOADS. PROTECT EX STAIR INSTALL TEMPORARY STEEL PLATES OR OTHER MEANS AS SHORING; CONTRACTOR SHALL ADJUST LIMITS AS FIELD CONDITIONS CHANGE PROTECT EX RAMP REMOVE FENCING AS NEEDED TO INSTALL GROUND SOURCE WELL PIPING 18' INSTALL TEMPORARY CONCRETE ECOLOGY BLOCKS LEVEL OUT THE CONSTRUCTION ENTRANCE IN THIS AREA. BLOCKS SHALL 2-HIGH MAX AND EMBED 12" MIN. STABILIZED CONSTRUCTION ACCESS SEE DETAIL C110 5 MATCH EX ASPHALT GRADE AT TRANSITION EX ASPHALT DRIVE MAINTAIN EX ASPHALT PAVEMENT FOR CONSTRUCTION ACCESS 17 9 ' CE 10" DI WATERMAIN (PER SURVEY) 10" DI WATERMAIN (PER CONTRACTOR POTHOLE) REMOVE EX CONCRETE PAD AT DOOR CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 SCALE 1"=10' 5 10 200 HAZEN HIGH SCHOOL MODERNIZATION DEMOLITION AND TESC PLAN SEE SHEET C001 FOR CITY OF RENTON ESC STANDARD PLAN NOTES SEE SHEET C102 FOR TESC CONSTRUCTION SEQUENCE NOTES LEGEND SAWCUT LINE REMOVE CURBING REMOVE ASPHALT PAVEMENT REMOVE CONCRETE PAVEMENT TREE PROTECTION INLET PROTECTION PROPERTY LINE TEMP CONSTRUCTION FENCINGCF IP VEG MATCHLINE - SEE SHEET C103 CONSTRUCTION FENCING NOTE: INSTALL CONSTRUCTION FENCING AROUND LIMITS OF WORK TO PROTECT STAFF AND STUDENTS AND SECURE JOBSITE. CONTRACTOR SHALL ERECT FENCE AROUND JOBSITE AND ADJUST AS CONSTRUCTION CONDITIONS CHANGE OR AS PHASING ALLOWS. CONTRACTOR CAN UTILIZE EXISTING PERIMETER FENCING AS SECURITY FENCING AND THEN SUPPLEMENT ON THE WEST SIDE OF THE SITE AS NEEDED. ANY EXISTING CHAINLINK FENCING THE CONTRACTOR ELECTS TO UTILIZE DURING CONSTRUCTION SHALL APPLY (IE ZIPTIES OR OTHER MEANS) HIGH VISIBILITY MATERIAL OR SIMILAR METHOD TO BE APPLIED TO FENCING TO DELINEAT AS CONSTRUCTION ZONE (TYP). ANY SECTIONS OF EXISTING FENCING THAT IS NOT 6-FT HIGH SHALL HAVE TEMPORARY 6-FT HIGH CHAINLINK FENCING INSTALLED NEXT TO IT. SEE DETAIL 10/C110. SILT FENCEFF R-432607 TE D - 4 0 - 4 3 2 6 R-432607 DEVELOPMENT ENGINEERING msippo 08/07/2025 N.E. 10TH ST. ( A DEDICATED PUBLIC RIGHT OF WAY) IP IP INSTALL CB PROTECTION SEE DETAIL (TYP) C110 7 FF FF IS INTERCEPTOR SWALE WITH ROCK CHECK DAMS AT 50' O.C. SPACING SEE DETAILS C110 6 C111 5 INSTALL SILT FENCE AROUND PERIMETER OF FIELD (TYP) SEE DETAIL C111 9 BOE = 470.50 SAWCUT AND REMOVE EX ASPHALT PAVEMENT FOR UTILITY INSTALLATION SEE SHEET C205 REMOVE PORTION OF EX LAWN, GRAVEL PATH AND ASPHALT AS REQ'D TO INSTALL NEW ELECTRICAL CONDUITS. SEE SHEET C205 APPROXIMATE LIMITS OF PROPOSED DETENTION SYSTEM EXCAVATION FOR SOFTBALL FIELD. SEE SHEET C205 IP IP IP IP IP PROTECT EXISTING FENCE AND TRACK SURFACING TO REMAIN PROTECT EX COVERED DUGOUT PROTECT EX SYNTHETIC GRASS SURFACING PROTECT EX SYNTHETIC GRASS SURFACING REMOVE EX 4-FT HIGH CHAINLINK FENCE. PROTECT EX POSTS, CONCRETE FOOTINGS, AND PERIMETER CURB TO REMAIN AND BE RE-USED. SEE L'SCAPE PLANS. PROTECT EX CATCH BASIN TO REMAIN IP IP IP IP CONTRACTOR TO UTILIZE 4' MAX VERTICAL CUT AT BOTTOM OF EXCAVATION 1:1 MAX CUT SLOPE 475 476 477 475 476 477 C111 4 SAWCUT AND REMOVE EXISTING CONCRETE DRIVEWAY, CURB/GUTTER, AND ASPHALT PAVING IP EX WATER DISTRICT 90 WATER MAIN IS TEMPORARY DUPLEX SUMP PUMPS INSTALLED AT LOW POINT ON SITE SEE DETAIL C111 8 PUMP CONSTRUCTION STORMWATER TO TEMPORARY SEDIMENT SETTLEMENT TANK PUMP "CLEAN" STORMWATER FROM TEMP SEDIMENT SETTLEMENT TANKS TO EXISTING CATCH BASIN. CONTRACTOR TO ENSURE ALL DISCHARGE MEETS TURBIDITY REQUIREMENTS (1) 18,900 GALLON CAPACITY TEMPORARY SEDIMENT SETTLEMENT TANK ("BAKER TANK" OR EQUAL). CONTRACTOR SHALL PROVIDE ALL PUMPS REQUIRED TO MANAGE CONSTRUCTION STORMWATER AND DISCHARGE AT THE SITE PROTECT EX SHED TO REMAIN REMOVE FENCE AS NEEDED FOR STORM INSTALLATION EX DOUBLE SWING VEHICLE GATE FOR CONSTRUCTION ACCESS TO SITE EX ASPHALT ACCESS DRIVE FF REMOVE EX TREE CLUSTER CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 SCALE 1"=20' 0 10 20 40 HAZEN HIGH SCHOOL MODERNIZATION DEMOLITION AND TESC PLAN SEE SHEET C001 FOR CITY OF RENTON ESC STANDARD PLAN NOTES SEE SHEET C102 FOR TESC CONSTRUCTION SEQUENCE NOTES LEGEND MATCHLINE - SEE SHEET C107 CHURCH PROPERTY NO CONSTRUCTION ACCESS TO THIS PARCEL FOR WORK IN THE RIGHT-OF-WAY SEE SHEET C109 IMPROVED SOFTBALL FIELD. SEE LANDSCAPE PLANS AND CIVIL SHEET C205 CONSTRUCTION FENCING NOTE: INSTALL CONSTRUCTION FENCING AROUND LIMITS OF WORK TO PROTECT STAFF AND STUDENTS AND SECURE JOBSITE. CONTRACTOR SHALL ERECT FENCE AROUND JOBSITE AND ADJUST AS CONSTRUCTION CONDITIONS CHANGE OR AS PHASING ALLOWS. CONTRACTOR CAN UTILIZE EXISTING PERIMETER FENCING AS SECURITY FENCING AND THEN SUPPLEMENT ON THE WEST SIDE OF THE SITE AS NEEDED. ANY EXISTING CHAINLINK FENCING THE CONTRACTOR ELECTS TO UTILIZE DURING CONSTRUCTION SHALL APPLY (IE ZIPTIES OR OTHER MEANS) HIGH VISIBILITY MATERIAL OR SIMILAR METHOD TO BE APPLIED TO FENCING TO DELINEAT AS CONSTRUCTION ZONE (TYP). ANY SECTIONS OF EXISTING FENCING THAT IS NOT 6-FT HIGH SHALL HAVE TEMPORARY 6-FT HIGH CHAINLINK FENCING INSTALLED NEXT TO IT. SEE DETAIL 10/C110. SAWCUT LINE REMOVE CURBING REMOVE ASPHALT PAVEMENT REMOVE CONCRETE PAVEMENT TREE PROTECTION INLET PROTECTION PROPERTY LINE CF IP VEG BOTTOM OF EXCAVATION SILT FENCEFF INTERCEPTOR SWALEIS TEMP CONSTRUCTION FENCING R-432608 TE D - 4 0 - 4 3 2 6 R-432608 DEVELOPMENT ENGINEERING msippo 08/07/2025 SW SW SW SW SW SW PROTECT EX VAULT ACCESS HATCH; IF OPEN GRATING, CONTRACTOR SHALL COVER WITH FABRIC AND OR PVC LINER AND TIE DOWN TO PROTECT VAULT OPENING SAWCUT AND REMOVE EX CONCRETE PAVEMENT AS REQUIRED TO CONSTRUCT NEW 6" CONCRETE PAD FOR FUTURE GREENHOUSE. SEE SHEET C206 INSTALL STRAW WATTLES SEE DETAIL (TYP) C110 8 EXISTING IRRIGATION LINE. CONTRACTOR TO CONFIRM AND SHALL POTHOLE AND CONFIRM LOCATION, DEPTH, AND MATERIAL PROTECT EXISTING WATER SPIGOT ON BUILDING EXISTING DILUTION TRAP TO BE DEMOLISHED EXISTING 10" SEWER LINE TO REMAIN EXISTING 10" STORM PIPE TO REMAIN EXISTING 6" ACID WASTE LINE TO BE ABANDONED CUT AND CAP AND FILL WITH CDF PER PROJECT SPECIFICATIONS EXISTING ACID WASTE LINE TO BE BUILDING TO BE ABANDONED. CUT & CAP EXISTING ACID WASTE LINE TO BE BUILDING TO BE ABANDONED CUT AND CAP EXISTING ACID WASTE LINE TO BE BUILDING TO BE ABANDONED REMOVE EX 6" DECIDUOUS TREE IP VEG REMOVE EX 5" DECIDUOUS TREE INSTALL TREE PROTECTION FENCING SEE DETAIL IP IP INSTALL CB PROTECTION SEE DETAIL (TYP) C110 7 PROTECT EXISTING 2" IRRIGATION LINE TO REMAIN REMOVE EX SEWER CLEANOUT SAWCUT AND DEMO EX CONCRETE PAVEMENT TO CUT, CAP, AND ABANDON-IN-PLACE EX ACID WASTE PIPING (TYP)CUT AND CAP EXISTING ACID WASTE LINE TO BE BUILDING TO BE ABANDONED CUT, CAP, AND REMOVE PORTION OF EX SEWER PIPE TO BE REPLACED. SEE SHEET C206 SAWCUT AND DEMO EX CONCRETE PAVEMENT TO CUT, CAP, AND ABANDON-IN-PLACE EX ACID WASTE PIPING (TYP) REMOVE EX 8" DECIDUOUS TREE C111 10 LOCATION OF ECO PAN FOR CONCRETE PUMPER TRUCK WASHOUT LOCATED EAST IN PARKING LOT. SEE SHEET C010. 2' 2' CONTRACTOR SHALL MAKE A RECORD OF EXISTING SCORE/JOINT LINES FOR COURTYARD TO BE MATCHED FOR FINISHED CONCRETE CONDITION. (TYP) DEMOLISH AND REMOVE EX SECURITY FENCING AND GATES, INCLUDING ANY HARDWARE, OUTSIDE THE GYM/CAFETERIA AREA COURTYARD. CONTRACTOR SHALL SAWCUT 2' AROUND POSTS AND REMOVE POSTS. PROTECT ALL UTILITIES AND APPURTANCES IN THIS AREA TO REMAIN. SAWCUT AND REMOVE EX CONCRETE PAVEMENT FOR FENCE AND POST REMOVAL DEMOLITION AND TESC PLAN CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 SCALE 1"=10' 5 10 200 HAZEN HIGH SCHOOL MODERNIZATION DEMOLITION AND TESC PLAN SEE SHEET C001 FOR CITY OF RENTON ESC STANDARD PLAN NOTES SEE SHEET C102 FOR TESC CONSTRUCTION SEQUENCE NOTES LEGEND SAWCUT LINE REMOVE CURBING REMOVE ASPHALT PAVEMENT REMOVE CONCRETE PAVEMENT TREE PROTECTION INLET PROTECTION PROPERTY LINE TEMP CONSTRUCTION FENCINGCF IP VEG CONSTRUCTION FENCING NOTE: INSTALL CONSTRUCTION FENCING AROUND LIMITS OF WORK TO PROTECT STAFF AND STUDENTS AND SECURE JOBSITE. CONTRACTOR SHALL ERECT FENCE AROUND JOBSITE AND ADJUST AS CONSTRUCTION CONDITIONS CHANGE OR AS PHASING ALLOWS. CONTRACTOR CAN UTILIZE EXISTING PERIMETER FENCING AS SECURITY FENCING AND THEN SUPPLEMENT ON THE WEST SIDE OF THE SITE AS NEEDED. ANY EXISTING CHAINLINK FENCING THE CONTRACTOR ELECTS TO UTILIZE DURING CONSTRUCTION SHALL APPLY (IE ZIPTIES OR OTHER MEANS) HIGH VISIBILITY MATERIAL OR SIMILAR METHOD TO BE APPLIED TO FENCING TO DELINEAT AS CONSTRUCTION ZONE (TYP). ANY SECTIONS OF EXISTING FENCING THAT IS NOT 6-FT HIGH SHALL HAVE TEMPORARY 6-FT HIGH CHAINLINK FENCING INSTALLED NEXT TO IT. SEE DETAIL 10/C110. STRAW WATTLESSW SW R-432609 TE D - 4 0 - 4 3 2 6 R-432609 DEVELOPMENT ENGINEERING msippo 08/07/2025 □ □ □ IP INSTALL CB PROTECTION SEE DETAIL (TYP) C110 7 FF IP IP INSTALL CB PROTECTION SEE DETAIL (TYP) C110 7 S W SW SW SW REMOVE ALL (5) EX. 24" CONCRETE BOLLARDS AND SURROUNDING PAVING (TYP.) THE EXTENTS IS APPROXIMATE AND WILL BE ADJUSTED WHEN SURVEYED JOINT LINES ARE RECEIVED. SEE SHEET C207 INSTALL STRAW WATTLES SEE DETAIL (TYP) C110 8 PROTECT EX CONCRETE CURB TO REMAIN (TYP) 4' IP REMOVE/RELOCATE EX "POOL PARKING ONLY" SIGN AND POST FOR INSTALLATION OF NEW TEMPORARY PORTABLE BUILDINGS. SEE SHEET C207 BOE = 470.50 APPROXIMATE LIMITS OF PROPOSED DETENTION SYSTEM EXCAVATION FOR SOFTBALL FIELD. SEE SHEET C205 DECOMMISSION EX BELOW GRADE 10,000 GAL. FUEL OIL TANK. COORDINATE W/ PBS ENVIRONMENTAL FOR DECOMMISSIONING AND SEQUENCING PROCEDURES TANK EXTENTS UNKNOWN AND ARE SHOWN AS APPROXIMATE TO BE DETERMINED IN FIELD. CUT, CAP, AND ABANDON-IN-PLACE ANY FUEL OIL PIPING CONNECTED TO EX FUEL OIL TANK. EX TANK TO BE PUMPED OUT, CLEANED, AND FILLED WITH A CONCRETE SLURRY AND THEN ABANDONED-IN-PLACE. CITY TO RECEIVE DOCUMENTATION OF DECOMMISSIONING AND ABANDONMENT PRIOR TO CIVIL CONSTRUCTION PERMIT CLOSE-OUT. IP REMOVE (2) EX DECIDUOUS TREES IP IP IP IP IP HO Q U I U M A V E . N . E . (A D E D I C A T E D P U B L I C R I G H T O F W A Y ) PROTECT EX SYNTHETIC GRASS SURFACING VEG VEG IP IPIP IP IP SAWCUT TO NEAREST SIDEWALK JOINT (TYP) 1.5' IP CONTRACTOR TO UTILIZE 4' MAX VERTICAL CUT AT BOTTOM OF EXCAVATION 475 476 477 475 476 477 EXISTING 10" WATER MAIN TO BE PROTECTED AT ALL TIMES. PROTECTION SHALL INCLUDE, BUT NOT LIMITED TO, PROHIBITION OF HEAVY MACHINERY AND DRILLING EQUIPMENT ON TOP OF MAIN OR WITHIN EASEMENT. VIBRATIONAL TESTING MAY BE REQUIRED FOR ANY DRILLING OR PILING OCCURRING NEAR THE MAIN. ADDITIONALLY, ANY MACHINERY CROSSING THE WATER MAIN IN UNPAVED AREAS WILL BE REQUIRED SHEETING OR SIMILAR MECHANISM TO ENSURE THAT THE MAIN IS NOT SUBJECT TO DAMAGE LOADS. CONTRACTOR SHALL USE CAUTION WHEN PERFORMING CONSTRUCTION NEAR OR OVER EXISTING CHARGED WATERMAIN PROTECT EX CURB TO REMAIN PROTECT EX SECURITY CAMERA EX GENERATOR TO BE RELOCATED PER ELEC'L PLANS EX TRANSFORMER TO BE RELOCATED REMOVE EX CHAINLINK FENCE AND GATE SAWCUT AT NEAREST JOINT AND REMOVE EX CONCRETE EXTRUDED CURB SAWCUT AND REMOVE EX ASPHALT PAVEMENT AS NEEDED TO INSTALL NEW CHAINLINK FENCE AND EXTRUDED CURB SEE SHEET C207 (TYP) REMOVE EX SHRUBS WITHIN ENCLOSED AREA TO INSTALL CRUSHED ROCK SURFACING SEE SHEET C207 PROTECT (2) EX 2" GAS VENTS TO REMAIN PROTECT EX CONCRETE PAD TO REMAINPROTECT EX LIGHT POLE TO REMAIN SALVAGE AND REMOVE EX SHRUBS AND LANDSCAPING IN PLANTER AS NEEDED REMOVE EX CONCRETE VERTICAL CURB AS REQUIRED TO INSTALL NEW FIRE HYDRANT ASSEMBLY SAWCUT AND REMOVE EX ASPHALT REMOVE EX GATE HITCH ECO PAN FOR CONCRETE TRUCK CLEANOUT; FINAL LOCATION TO BE COORDINATED IN FIELD DURING CONSTRUCTION. IS SALVAGE AND REMOVE EX LIGHT POLE AND BASE TO BE REINSTALLED AT COMPLETION OF PROJECT VEG 2'2' CONTRACTOR SHALL MAKE A RECORD OF EXISTING SCORE/JOINT LINES FOR COURTYARD TO BE MATCHED FOR FINISHED CONCRETE CONDITION. (TYP) SAWCUT AND REMOVE EX CONCRETE PAVEMENT FOR FENCE AND POST REMOVAL DEMOLISH AND REMOVE EX SECURITY FENCING AND GATES, INCLUDING ANY HARDWARE, OUTSIDE THE GYM/CAFETERIA AREA COURTYARD. CONTRACTOR SHALL SAWCUT 2' AROUND POSTS AND REMOVE POSTS. PROTECT ALL UTILITIES (I.E. TRENCH DRAIN) AND APPURTANCES IN THIS AREA TO REMAIN. VEG SW SW SW SW SW SW SW CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 SCALE 1"=20' 0 10 20 40 HAZEN HIGH SCHOOL MODERNIZATION DEMOLITION AND TESC PLAN SEE SHEET C001 FOR CITY OF RENTON ESC STANDARD PLAN NOTES SEE SHEET C102 FOR TESC CONSTRUCTION SEQUENCE NOTES LEGEND SAWCUT LINE REMOVE CURBING REMOVE ASPHALT PAVEMENT REMOVE CONCRETE PAVEMENT TREE PROTECTION INLET PROTECTION PROPERTY LINE TEMP CONSTRUCTION FENCINGCF IP VEG MATCHLINE - SEE SHEET C105 CHURCH PROPERTY NO CONSTRUCTION ACCESS TO THIS PARCEL IMPROVED SOFTBALL FIELD. SEE LANDSCAPE PLANS AND CIVIL SHEET C207 CONSTRUCTION FENCING NOTE: INSTALL CONSTRUCTION FENCING AROUND LIMITS OF WORK TO PROTECT STAFF AND STUDENTS AND SECURE JOBSITE. CONTRACTOR SHALL ERECT FENCE AROUND JOBSITE AND ADJUST AS CONSTRUCTION CONDITIONS CHANGE OR AS PHASING ALLOWS. CONTRACTOR CAN UTILIZE EXISTING PERIMETER FENCING AS SECURITY FENCING AND THEN SUPPLEMENT ON THE WEST SIDE OF THE SITE AS NEEDED. ANY EXISTING CHAINLINK FENCING THE CONTRACTOR ELECTS TO UTILIZE DURING CONSTRUCTION SHALL APPLY (IE ZIPTIES OR OTHER MEANS) HIGH VISIBILITY MATERIAL OR SIMILAR METHOD TO BE APPLIED TO FENCING TO DELINEAT AS CONSTRUCTION ZONE (TYP). ANY SECTIONS OF EXISTING FENCING THAT IS NOT 6-FT HIGH SHALL HAVE TEMPORARY 6-FT HIGH CHAINLINK FENCING INSTALLED NEXT TO IT. SEE DETAIL 10/C110. R-432610 TE D - 4 0 - 4 3 2 6 R-432610 DEVELOPMENT ENGINEERING msippo 08/07/2025 REMOVE AND REINSTALL STOP SIGN FOR SIDEWALK INSTALLATION SAWCUT AND REMOVE EXISTING CONCRETE DRIVEWAY, SIDEWALK AND ASPHALT AS REQUIRED TO INSTALL NEW CURB CUT AND STORM PIPE. SEE SHEETS C010 & C207 SAWCUT TO NEAREST SIDEWALK JOINT (TYP) 1.5' IP IP SAWCUT TO NEAREST SIDEWALK JOINT (TYP) 1.5' SAWCUT AND REMOVE EXISTING CONCRETE DRIVEWAY, SIDEWALK AND ASPHALT AS REQUIRED TO INSTALL NEW CURB CUT AND STORM PIPE. SEE SHEETS C010 & C207 HOQUIAM AVE. N.E. SWSWSWSWSWSWSW N. E . 11 T H S T PROTECT EX SIGN PROTECT EX SIGN PROTECT EX SIGN N. E . 10 T H P L IP IP 22+00 23+00 24+00 25+00 26+00 27+00 22+50 23+50 24+50 25+50 26+50 SW INSTALL CB PROTECTION SEE DETAIL (TYP) 1.5'IP SW 1.5' SAWCUT TO NEAREST SIDEWALK JOINT (TYP) SAWCUT AND REMOVE EXISTING CONCRETE DRIVEWAY, SIDEWALK AND ASPHALT AS REQUIRED TO INSTALL NEW CURB CUT. SEE SHEETS C010 & C201 HOQUIAM AVE. N.E.C110 7 SWSWSW SWSWSWSWINSTALL STRAW WATTLES SEE DETAIL (TYP) C110 8SAWCUT AND REMOVE EX ASPHALT RAMP N. E . 12 T H S T N. E . 11 T H P L N. E . 11 T H C T VEG PROTECT EX MANHOLE PROTECT EX SIGN REMOVE EX THERMOPLASTIC CROSSWALK 28+00 29+00 30+00 31+00 32+00 33+00 33+18 27+50 28+50 29+50 30+50 31+50 32+50 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 LEGEND SCALE 1"=20' 0 10 20 40 HAZEN HIGH SCHOOL MODERNIZATION HOQUIAM AVE NE DEMOLITION AND TESC PLAN TREE PROTECTION INLET PROTECTION PROPERTY LINE TEMP CONSTRUCTION FENCINGCF IP VEG SAWCUT LINE REMOVE CURBING REMOVE ASPHALT PAVEMENT REMOVE CONCRETE PAVEMENT REMOVE TREE(S) MA T C H L I N E - S E E A B O V E R I G H T MA T C H L I N E - S E E B E L O W L E F T REMOVE EX "SCHOOL CROSSING" AND "LEFT ARROW" SIGNS AND POST. SEE SHEET C208. PROTECT EX " STOP" SIGN AND POST TO REMAIN SAWCUT AND REMOVE EXISTING CONCRETE DRIVEWAY, SIDEWALK AND ASPHALT AS REQUIRED TO INSTALL NEW CURB CUT. SEE SHEETS C010 AND C201 PROTECT EX TREE ON PRIVATE PROPERTY SAWCUT AND REMOVE EX CONCRETE AND ASPHALT AS REQUIRED TO REPLACE EX CURB RAMP. SEE SHEET C208. PROTECT EX UTILITY POLE AND GUY WIRE REMOVE EX "SCHOOL CROSSING" AND "LEFT ARROW" SIGNS AND POST. SEE SHEET C208. SAWCUT TO NEAREST SIDEWALK JOIN (TYP) PROTECT EX SIGN REMOVE EX CATCH BASIN TO BE REPLACED R-432611 TE D - 4 0 - 4 3 2 6 R-432611 DEVELOPMENT ENGINEERING msippo 08/07/2025 N.E. 10TH ST. FI E L D AV E N . E . EXISTING STREET LIGHT, POLE, AND POLE BASE, TO BE REMOVED. PROTECT EX HANDHOLE AND CONCRETE PAD TO REMAIN. SEE ELECTRICAL PLANS. ADJUST HANDHOLE TO PROPOSED FINISHED GRADE. SEE SHEET C209 EX WATER DISTRICT 90 WATER MAIN REMOVE FENCE AS NEEDED FOR STORM INSTALLATION PROTECT EX STORM PROTECT EX SEWER PROTECT EX FIRE HYDRANT REMOVE EX GUARDRAIL FF INSTALL FILTER FENCE (TYP) SEE DETAIL C111 9FF IP IP PROTECT EX CB REMOVE EX CLUSTER TREE THAT WILL BE IMPACTED BY NEW GRADING AND IMPROVEMENTS FOR NE 10TH STREET. SEE SHEET C209 PROTECT EX CHAINLINK FENCE TO REMAIN 3+00 4+00 5+00 6+00 7+00 8+00 3+50 4+50 5+50 6+50 7+50 8+50 N.E. 10TH ST. 1.5' SAWCUT AND REMOVE EXISTING CONCRETE ADA RAMP TO BE UPGRADED TO MEET ACCESSIBILITY REQUIREMENTS SAWCUT TO NEAREST SIDEWALK JOINT (TYP) SAWCUT AND REMOVE EXISTING CONCRETE DRIVEWAY, SIDEWALK AND ASPHALT AS REQUIRED TO INSTALL NEW DRIVEWAY SAWCUT TO NEAREST SIDEWALK JOINT (TYP) SWSWSW 1.5' SW GR A H A M AV E N . E . HO Q U I A M AV E N . E . IPIP INSTALL CB PROTECTION SEE DETAIL (TYP) C110 7 INSTALL STRAW WATTLES SEE DETAIL (TYP) C110 8 IP IP IP IP IP 9+00 10+00 11+00 12+00 13+00 9+50 10+50 11+50 12+50 13+5020 + 0 0 20 + 5 0 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 LEGEND SCALE 1"=20' 0 10 20 40 HAZEN HIGH SCHOOL MODERNIZATION NE 10TH ST DEMOLITION AND TESC PLAN TREE PROTECTION INLET PROTECTION PROPERTY LINE TEMP CONSTRUCTION FENCINGCF IP VEG SAWCUT LINE REMOVE CURBING REMOVE ASPHALT PAVEMENT REMOVE CONCRETE PAVEMENT REMOVE TREE(S) MA T C H L I N E - S E E A B O V E R I G H T MA T C H L I N E - S E E B E L O W L E F T FOR SITE DEMOLITION AND TESC SCOPE, REFERENCE SHEET C105 FOR WORK IN THIS AREA FOR SITE DEMOLITION AND TESC SCOPE, REFERENCE SHEET C105 FOR WORK IN THIS AREA PROTECT EX ELECTRICAL CONDUIT(S) THAT SERVICE EX LIGHT POLE TO BE RE-USED FOR POWER POC / TIE-IN FOR NEW STREET LIGHTING. SEE SHEET C209. CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION, DEPTH, AND MATERIAL OF EXISTING ELECTRICAL CONDUITS PRIOR TO STARTING CONSTRUCTION REMOVE EX GATE AND THEN SAWCUT AND REMOVE EX CONCRETE DRIVEWAY CURB CUT, INCLUDING CURB AND ASPHALT AS REQUIRED R-432612 FILTER FABRIC FENCINGFF TE D - 4 0 - 4 3 2 6 R-432612 DEVELOPMENT ENGINEERING msippo 08/07/2025 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION TESC DETAILS 6' F E N C E LINE POST (TYP) 2.375 INCH 0.D. TOP RAIL 1.666 INCH O.D. STRETCHER BAR BRACE RAIL AND CABLE 1.666 INCH O.D. TRUSS ROD 3/8" DIA W/ TENSION DEVICE TENSION WIRE CONCRETE BLOCK STD WGT GALVANIZED CORNER POST 5/8" WIRE ROPE PROVIDE SECURE END ATTACHMENT AT CORNER AND GATE POSTS AND PROVIDE RUNNING ATTACHMENT AT LINE POSTS AND NEAR CENTER OF EACH FENCE PANEL Inlet Protection 7NTS Straw Wattle 8NTS Construction Fence 10NTS Check Dams 6NTS Construction Entrance 5NTS Not Used 9NTS R-432613 TE D - 4 0 - 4 3 2 6 R-432613 DEVELOPMENT ENGINEERING msippo 08/07/2025 BASEBALL DETENTION EXCAVATION SECTION SCALE: 1" = 20' 420 440 460 480 420 440 460 480 X X EXISTING GRADE 1:1 MAX CUT SLOPE 4' VERTICAL CUT BOE 442.50 PROTECT EX FENCE AND SYNTHETIC TURF 2' 6" GRAVEL BASE PER STORMTRAP SPECS SEE PAGES C314 AND #### FOR DETENTION VAULT DETAILS 4' VERTICAL CUT SOFTBALL DETENTION EXCAVATION SECTION SCALE: 1" = 20' 440 460 480 500 440 460 480 500 EXISTING GRADE 1:1 MAX CUT SLOPE 4' VERTICAL CUT BOE 469.501' 9" GRAVEL BASE SEE PAGE C314 FOR DETENTION VAULT DETAILS CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION TESC DETAILS Temporary Sump and Pump 8NTS Silt Fence 9NTS Interceptor Swale 5NTS 10'TENSAR GS-1 SAFETY FENCE OR EQUAL GALVANIZED WIRE OR OTHER APPROVED MATERIAL STEEL FENCE POST CLIP FENCE TO WIRE WIRE FENCE TO STEEL POST Clearing Limits Fence 6NTS Section A 31"=20' Section B 41"=20' Tree Protection Fence 10NTS R-432614 TE D - 4 0 - 4 3 2 6 6"=12" PERFORATE PIPE AS NECESSARY TOP OF PIPE SHALL BE 6" MIN ABOVE GRADE PROVIDE SOLID COVER 2. 9 ' WATER LEVEL CONCRETE BLOCKS SUMP PUMP AND MOTOR WIRE TIES 55 GALLON DRUM W/ 2" DIA WEEP HOLES OR APPROVED EQUAL WRAP WITH PERMEABLE FILTER FABRIC PROVIDE 12" MIN WASHED ROCK AROUND PERIMETER OF PIPE 2' 1' 2' MATCH EXISTING DI S C H A R G E DI S C H A R G E 5' FILTERED RUNOFF WATER LEVEL 2' RUNOFF WITH SEDIMENT MATCH EXISTING 3 1 3 1 R-432614 DEVELOPMENT ENGINEERING msippo 08/07/2025 HO Q U I A M A V E . N . E . (A D E D I C A T E D P U B L I C R I G H T O F W A Y ) SD SD SD SD E E E E E E E NEW SECURITY ENTRY VESTIBULE PER ARCH'L AND STRUCT'L PLANS NEW TRAFFIC RATED BOLLARDS 6' FF=468.13 REINSTALL SALVAGED BOLT DOWN BENCH PROTECT EX STORM CLEANOUT CASTING TO REMAIN. ADJUST CASTING TO FINISH GRADE PROTECT EX BUILDING COLUMN TO REMAIN REINSTALL SALVAGED BOLT DOWN BENCH MATCH EX CONCRETE (TYP) 468.10 468.11 468.11 468.11 468.13 468.13 CONTRACTOR SHALL MAKE A RECORD OF EXISTING SCORE/JOINT LINES TO BE MATCHED FOR FINISHED CONCRETE CONDITION. (TYP) EX BUILDING OVERHANG/CANOPY ABOVE (TYP) CONCRETE PLAZA SIDEWALK SEE DETAIL C300 3 NEW NON-REMOVEABLE HEAVY DUTY VEHICULAR RATED SECURITY BOLLARD (TYP UNLESS OTHERWISE NOTED) SEE DETAIL C301 6 1.3' (TYP) INSTALL NEW REMOVEABLE HEAVY DUTY VEHICULAR RATED SECURITY BOLLARD (2 TOTAL) SEE DETAIL C301 10 RESTORE CONCRETE SIDEWALK SEE DETAIL (TYP) C300 3 1.3' (TYP) REINSTALL ADA PARKING SIGN AND POST REINSTALL ADA PARKING SIGN AND POST CONTRACTOR SHALL MAKE A RECORD OF EXISTING SCORE/JOINT LINES TO BE MATCHED FOR FINISHED CONCRETE CONDITION. (TYP) 0.8' (TYP) 6'7.6' (TYP U.O.N.) 6' 467.72 0.8' (TYP) REINSTALL BUS LOADING SIGN AND POST 5' CANOPY PER ARCH'L PLANS C312 9 DS DS 45° BEND IE 465.60 CONNECT NEW 4" SD TO EX CB IE 465.53 4"x4" TEE IE 465.98 DOWNSPOUT CONNECTION IE 466.10 SEE DETAIL (TYP) 33 LF 4" PVC @ 1.7% 28 LF 4" PVC @ 1.9% DOWNSPOUT CONNECTION IE 466.50 468.07 467.99 (EX)467.95 (EX)467.92 (EX) 467.82 (EX) 467.72 (EX) 467.66 (EX) 467.63 (EX) 467.59 (EX) 467.55 (EX) 467.41 (EX) 468 REMOVE AND REINSTALL EX "STOP" SIGN AND POST 467.97 467.91 REPLACE EX ACCESSIBLE RAMP WITH NEW PERPENDICULAR CURB RAMP SEE DETAIL C302 9467.41 467.40 STANDARD DUTY ASPHALT RESTORATION SEE DETAIL C300 7 6. 3 ' 6. 2 ' ( T Y P U . O . N . ) 6 ' 40 ' 6' 7.7' BOLLARD DEPTH IS 30" DEEP BY 16" WIDE. CONTRACTOR SHALL USE CAUTION WHEN PERFORMING CONSTRUCTION NEAR OR OVER EXISTING CHARGED WATERMAIN. SECURITY BOLLARDS SHALL NOT BE PLACED OVER EXISTING 10" COR WATERMAIN. BOLLARDS WITH FOUNDATION SHALL BE A MINIMUM OF 5' FROM THE EXISTING 10" WATER MAIN SEE DETAIL C301 6 EXISTING 10" WATER MAIN TO BE PROTECTED AT ALL TIMES. PROTECTION SHALL INCLUDE, BUT NOT LIMITED TO, PROHIBITION OF HEAVY MACHINERY AND DRILLING EQUIPMENT ON TOP OF MAIN OR WITHIN EASEMENT. VIBRATIONAL TESTING MAY BE REQUIRED FOR ANY DRILLING OR PILING OCCURRING NEAR THE MAIN. ADDITIONALLY, ANY MACHINERY CROSSING THE WATER MAIN IN UNPAVED AREAS WILL BE REQUIRED TO UTILIZE SHEETING OR SIMILAR MECHANISM TO ENSURE THAT THE MAIN IS NOT SUBJECT TO DAMAGE LOADS. ECO PAN FOR CONCRETE TRUCK CLEANOUT; FINAL LOCATION TO BE COORDINATED IN FIELD DURING CONSTRUCTION. 468 469 470 7' 467.94 (EX) 467.94 (EX) 467.84 (EX) 467.89 (EX) 467.56 (EX) 467.51 (EX) 467.43 (EX) 467.46 (EX) 467.47 (EX) 467.54 (EX) 467.54 (EX) 467.95 (EX) 468.02 (EX) 469.29 (EX) 469.40 (EX) 469.77 (EX) 8. 7 ' 5' MIN 5' MIN EX 10" WATERMAIN 28 + 0 0 29 + 0 0 27 + 5 0 28 + 5 0 NEW NON-REMOVEABLE HEAVY DUTY VEHICULAR RATED SECURITY BOLLARD (TYP UNLESS OTHERWISE NOTED) SEE DETAIL C301 6 4' 9. 8 ' 4.6' 3' 17 . 7 ' 8' INSTALL NEW REMOVEABLE HEAVY DUTY VEHICULAR RATED SECURITY BOLLARD (2 TOTAL) (FINAL BOLLARD LAYOUT TBD) SEE DETAIL C301 10 8' 3' 16 . 4 ' 0.8' (TYP) 6. 7 ' CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 LEGEND PROPERTY LINE CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 110 109.36 109 TC 109.86 BC 109.36 ASPHALT PAVEMENT CONCRETE CURB CONCRETE PAVEMENT SCALE 1"=10' 5 10 200 HAZEN HIGH SCHOOL MODERNIZATION CIVIL SITE PLAN CONTINUATION - SEE TOP RIGHT CONTINUATION - SEE BOTTOM LEFT PROTECT EX CONCRETE CROSSING AND CROSSWALK STRIPING TO REMAIN RESTORE CONCRETE SIDEWALK SEE DETAIL (TYP) C300 3 BUILDING VESTIBULE FOR WORK IN THE RIGHT-OF-WAY SEE SHEET C208 NOTE: FOR ALL EXTERIOR CONCRETE PAVEMENT, PROVIDE SPRAY-LOCK P3 OR EQUAL CONCRETE PAVING SURFACE TREATMENT TO HELP PROTECT CONCRETE AGAINST WINTER DE-ICING SALT PER PROJECT SPECIFICATION SECTION 321313.23 R-432615 TE D - 4 0 - 4 3 2 6 R-432615 DEVELOPMENT ENGINEERING msippo 08/07/2025 □ SUB E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E FOR RESTORATION OF PRACTICE FIELD NORTH OF BASEBALL FIELD, SEE LANDSCAPE PLANS EXISTING 10" WATER MAIN TO BE PROTECTED AT ALL TIMES. PROTECTION SHALL INCLUDE, BUT NOT LIMITED TO, PROHIBITION OF HEAVY MACHINERY AND DRILLING EQUIPMENT ON TOP OF MAIN OR WITHIN EASEMENT. VIBRATIONAL TESTING MAY BE REQUIRED FOR ANY DRILLING OR PILING OCCURRING NEAR THE MAIN. ADDITIONALLY, ANY MACHINERY CROSSING THE WATER MAIN IN UNPAVED AREAS WILL BE REQUIRED TO UTILIZE SHEETING OR SIMILAR MECHANISM TO ENSURE THAT THE MAIN IS NOT SUBJECT TO DAMAGE LOADS. ADJUST RIM TO GRADE AS REQUIRED. CONTRACTOR SHALL ADJUST PROPOSED GROUND SOURCE WELL AS REQUIRED TO AVOID CONFLICTS WITH EXISTING CATCH BASINS AND BELOW GRADE STORM PIPING ON EAST SIDE OF PRACTICE FIELD PROTECT EX 4" STORM DRAIN PIPING TO REMAIN FINISHED GRADE OF EXISTING PRACTICE FIELD WILL MATCH EXISTING GRADE AND IS NOT PLANNED TO BE REGRADED AFTER INSTALLATION OF GROUND SOURCE WELL FIELD AND ASSOCIATED PIPING. ADJUST RIM TO GRADE AS REQUIRED PROVIDE 18" MINIMUM VERTICAL CLEARANCE FROM 4" FIRE SERVICE LINE AND NEW ELECTRICAL LINE. ELECTRICAL LINE SHALL ROUTE UNDERNEATH FIRE SERVICE LINE. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 LEGEND PROPERTY LINE CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 110 109.36 109 TC 109.86 BC 109.36 ASPHALT PAVEMENT CONCRETE CURB CONCRETE PAVEMENT SCALE 1"=20' 0 10 20 40 HAZEN HIGH SCHOOL MODERNIZATION CIVIL SITE PLAN MATCHLINE - SEE SHEET C203 SUMP PUMP NOTES 1.PROVIDE MINIMUM 16" ROUND OR SQUARE x 8" DEEP SUMP WITH ZOELLER MODEL 57 SUMP PUMP WITH SOLID BUOYANT POLYPROPYLENE FLOAT. FOR POWER REQUIREMENTS, SEE DETAIL 5/C311. 2.PROVIDE ELECTRICAL POWER TO VAULT AND WITHIN 4' MIN TO 6' MAX VERTICAL DISTANCE AND 1' MAX HORIZONTAL DISTANCE TO SUMP PUMP PER ALL APPLICABLE CODES. 3.CONSTRUCT 4" MIN SCHED 80 PVC DISCHARGE PIPING WITH LOCATE WIRE TO NEAREST CATCH BASIN AS INDICATED ON PLAN. PROVIDE "LINK SEAL" FITTING AT PIPE PENETRATION. TERMINATE LOCATE WIRE INSIDE OF VAULT, 6" FROM LINK-SEAL. 4.DISCHARGE PIPING SHALL BE ATTACHED TO THE INTERIOR VAULT WALL WITH APPROVED FASTENERS AT 3' SPACING. 5.INSTALL A QUICK DISCONNECT COUPLING, CHECK VALVE, AND ISOLATION BALL VALVE ON DISCHARGE PIPING IMMEDIATELY AFTER SUMP PUMP. SEE DETAIL 8/C311 6.PROVIDE NEMA-4X RECEPTACLE AT ELEVATION REQUIRED TO CONNECT PUMP. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ELECTRICAL PERMITS AND APPROVALS FOR SUMP PUMP INSTALLATIONS. 1.ALL JOINTS FOR MODULES ARE MADE SOIL-TIGHT WHEN APPLIED WITH JOINT TAPE (7/8” DIAMETER PREFORMED BUTYL JOINT SEALER) AND JOINT WRAP (8” WIDE SELF-ADHESIVE ELASTOMERIC RESIN BONDED WOVEN PUNCTURE RESISTANT POLYMER WRAP. 2.WATERPROOFING OF THE STORMTRAP DETENTION SYSTEM VAULT WILL BE ACHIEVED BY WRAPPING BELOW THE VAULT SLAB AND AROUND THE PERIMETER OF THE EXTERIOR WALLS, WITH AN IMPERMEABLE LINER. THE LINER WILL BE A MINIMUM OF 40 MIL THICKNESS WITH 1300 PSI PUNCTURE STRENGTH AND IS NSF61 PLANT AND FISH SAFE CERTIFICATION. 3.IF ANY WELDED LINER JOINTS ARE REQUIRED TO PERFORM THE INSTALLATION, THEY SHALL BE AIR TESTED AT THE SEAM PRIOR TO ANY BACKFILL. SEAMS IN THE LINER SHOULD BE SOLVENT WELDED. 4.THE AIR-TEST WILL IDENTIFY IF ANY GAPS IN THE SEAM WELDS ARE PRESENT. ANY GAPS IN THE SEAM WELLS NEED TO BE ADDRESSED AND RE-AIR TESTED. 5.ANY PIPES ENTERING OR LEAVING THE VAULT NEED TO HAVE PIPE PENETRATION "BOOTS" INSTALLED PER THE LINER MANUFACTURER’S RECOMMENDATIONS, TO ENSURE WATERTIGHTNESS OF THE MODULAR VAULT SYSTEM. BOOTS CAN EITHER BE PREFABRICATED BY THE LINER FABRICATOR OR FIELD FABRICATED BY THE CONTRACTOR. A PIPE CLAMP SHOULD BE USED TO SEAL THE BOOT AROUND THE PIPE. 6.AFTER COMPLETION OF THE INSTALLATION OF IMPERMEABLE LINER AND THE MODULAR VAULT SYSTEM, THE CONTRACTOR WILL ALSO PERFORM A WATER TIGHTNESS TEST BY PLUGGING THE VAULT OUTFALL PIPE AND FILLING THE VAULT WITH WATER TO THE CONTROL STRUCTURE OVERFLOW ELEVATION. A FALLING HEAD TEST WILL THEN BE IMPLEMENTED TO ENSURE THE SYSTEM HAS NO SIGNIFICANT MEASURABLE LEAKS. THE WATER TIGHTNESS TEST SHALL BE OBSERVED AND APPROVED BY THE CITY OF RENTON SITE INSPECTOR PRIOR TO APPROVAL OF FINAL BACKFILL TO FINISHED GRADE AND BRINGING THE DETENTION SYSTEM ONLINE. STORMTRAP SUPPLEMENTAL INSTALLATION NOTES LANDSCAPE RESTORATION GROUND SOURCE WELL R-432616 TE D - 4 0 - 4 3 2 6 R-432616 DEVELOPMENT ENGINEERING msippo 08/07/2025 DU V A L L A V E . N . E . (A D E D I C A T E D P U B L I C R I G H T O F W A Y ) X X X X XXX X X X IMPROVED BASEBALL FIELD WITH SYNTHETIC SURFACE AND UNDERDRAINS PER LANDSCAPE PLANS T E E E E E E E E E E CO SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SU B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB S U B S U B S U B S U B S U B S U B S U B S U B S U B SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB S U B S U B S U B S U B S U B S U B S U B S U B S U B SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB S U B S U B S U B S U B S U B S U B S U B S U B S U B SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB S U B S U B S U B S U B S U B S U B S U B S U B S U B SUB SUB SUB SUB SUB SUB SUB SUB SUB S U B S U B S U B S U B S U B S U B S U B S U B S U B SUB SUB SUB SUB SUB SUB SUB SUB SUB S U B S U B S U B S U B S U B S U B S U B S U B S U B SUB SUB SUB SUB SUB SUB SUB SUB S U B S U B S U B S U B S U B S U B S U B S U B S U B SUB SUB SUB SUB SUB SUB SUB SUB S U B S U B S U B S U B S U B S U B S U B S U B SUB SUB SUB SUB SUB SUB SUB S U B S U B S U B S U B S U B S U B S U B S U B SUB SUB SUB SUB SUB SUB SUB S U B S U B S U B S U B S U B S U B S U B S U B SUB SUB SUB SUB SUB SUB S U B S U B S U B S U B S U B S U B S U B SUB SUB SUB SUB SUB S U B S U B S U B S U B S U B S U B S U B SUB SUB SUB SUB SUB S U B S U B S U B S U B S U B S U B SUB SUB SUB SUB S U B S U B S U B S U B S U B S U B SUB SUB SUB SUB S U B S U B S U B S U B S U B S U B SUB SUB SUB S U B S U B S U B S U B S U B SUB SUB SUB S U B S U B S U B S U B S U B SUB SUB S U B S U B S U B S U B SUB S U B S U B S U B SUB S U B S U B S U B SD SD SD SD SD SD SD EE E E E E E E E E E E E E E E EE E E E E E E E E EEEE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EEEEEEEE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EE E E E E E E E E SD SD SD SD SD SD E E E EXISTING CITY OF RENTON WATER EASEMENT 15' GROUND SOURCE VAULT PER MECH'L PLANS CONTRACTOR SHALL PROVIDE SUMP PUMP AND POWER INSIDE VAULT TO PUMP STORMWATER THAT MAY ACCUMULATE INSIDE VAULT UP TO 4" SD OUTLET PIPE AT ELEV 457.80 (+ 7.8' +/-) SEE SUMP PUMP NOTES ON SHEET C202 STORMTRAP MODULAR PRECAST DETENTION SYSTEM 10' INTERIOR VAULT HEIGHT 9' LIVE STORAGE DEPTH PROVIDING 47,398 CF OF LIVE STORAGE VOLUME 52,664 CF OF TOTAL STORAGE VOLUME SEE SHEETS C316 AND C317 AND DETAIL NEW FIELD LIGHTING AND CONDUITS PER ELEC'L PLANS (TYP) RESTORE EX LAWN AND GRAVEL PATH AS REQ'D TO INSTALL NEW GROUND SOURCE PIPING AND VAULT 45 7 46 0 46 0 45 8 45 9 45 9 CONNECT TO FIELD UNDERDRAIN PER LANDSCAPE PLANS IE= 453.34 12" VAULT VENTS (TYP OF 6) SEE DETAIL VAULT ACCESS RISER (TYP OF 2) 4'x4' GRATED VAULT ACCESS HATCH (TYP OF 3) SIMILAR TO A UTILITY VAULT 444-LA BUT WITH OPEN GRATING. INSTALL CONCRETE RISERS AS NECESSARY TO MEET FINISHED GRADE. GROUT BOTTOM RISER TO TOP OF STORM TRAP LID. ALL RISER SECTIONS SHALL BE GROUTED IN PLACE (TYP). INSTALL LADDER BELOW EACH ACCESS HATCH. SEE DETAIL 11 LF 12" PVC @ 2.3% 32 LF 12" PVC @ 2.3% SD B1 CB TYPE I RIM 456.06 IE 453.34 8"(IN)E IE 453.00 12"(OUT)N SEE DETAIL (TYP) C312 10 INSTALL TEMPORARY CATCH BASIN FILTER SOCKS ON ALL NEW CATCH BASINS UNTIL SITE IS STABILIZED. SEE DETAIL 7/C110. C310 4 (2) 10" GROUND SOURCE LINES PER MECH'L PLANS FIELD SUB-DRAINAGE COLLECTOR PIPE PER L'SCAPE PLANS FIELD SUB-DRAINAGE PIPING PER L'SCAPE PLANS (TYP) GROUND SOURCE WELL BELOW FIELD PER MECH'L PLANS (TYP) PROVIDE TEMPORARY SHORING (TRENCH BOX, STEEL PLATES, ECOLOGY BLOCKS, OR OTHER MEANS AND METHODS APPROACH) AS REQUIRED TO PROTECT EXISTING BACKSTOP FENCING/POLES AND FOUNDATIONS, BATTING/PITCHING CAGE, AND DUGOUTS TO REMAIN AND NOT BE DISTURBED DURING INSTALLATION OF GROUND SOURCE WELLS AND SYNTHETIC TURF FIELD. 4" VAULT DRAIN IE 457.80 20 LF 4" SD (SCHED 80 PVC) @ 2.0% CONNECT NEW 4" STORM PIPE TO EX CATCH BASIN IE 457.40 STANDARD DUTY ASPHALT RESTORATION SEE DETAIL C300 7 REPAINT EX PARKING LOT STRIPING AS REQUIRED REPLACE EX CHAINLINK FENCE AND CONCRETE MOW STRIP MATCHING EX IN KIND APPROXIMATE ELECTRICAL CONDUIT ROUTING TO CTE ROOM PER ELEC'L PLANS WATER X-ING ASSUMED 6" DI WATER PIPE 3-FT DEEP RESTORE EX LAWN AND GRAVEL PATH AS REQ'D TO INSTALL NEW GROUND SOURCE PIPING 7 ' 9.2' INSTALL ROUND ACCESS COVERS IN LINE WITH LADDERS WITHIN TYPE II CATCH BASINS REPLACE EXISTING FENCE AS NEEDED FOR STORM INSTALLATION DETENTION VAULT INLET IE 452.00 DETENTION VAULT OUTLET IE 444.00 SD A1 CB TYPE II - 54" RIM 455.09 IE 444.00 12"(IN)NE IE 444.00 12"(OUT)S W/ CONTROL STRUCTURE SEE DETAILS C313 2 20 LF 12" PVC @ 0.0% (FLAT) 12 LF 12" PVC @ 2.0% SD A3 CB TYPE II - 48" RIM 455.51 IE 440.39 12"(IN)N IE 440.39 12"(OUT)SW SEE DETAIL C310 3 124 L F 1 2 " P V C @ 8 . 3 % SD A4 CB TYPE II - 48" RIM 434.84 IE 430.11 12"(IN)NE IE 430.11 12"(OUT)W 16 LF 12" PVC @ 10.0% INERCEPT EX 12" STORM PSD SD A5 CB TYPE I RIM 431.56 IE 428.54 12"(IN)E IE 428.54 12"(IN)S(EX) IE 428.54 12"(OUT)N(EX) POTHOLE PRIOR TO INSTALLATION OF UPSTREAM CONVEYANCE AND DETENTION NOTE: ARBORIST SHALL BE ON-SITE DURING TREE REMOVAL AND STORM PIPING INSTALLATION APPROXIMATE LIMITS OF PROPOSED RESTORATION FOR STORM PIPING EXCAVATION PER LANDSCAPE PLANS RESTORE EX CONCRETE CURBS AND SIDEWALKS AT NEAREST JOINT SEE DETAILS C300 3 C300 10 C310 3 C310 5 SEE SHEET C202 FOR "STORMTRAP SUPPLEMENTAL INSTALLATION NOTES" STORM PROFILE C321 A STORM PROFILE C321 B REPLACE CURB, GUTTER, AND SIDEWALK TO NEAREST JOINT NOTE: FOR ALL EXTERIOR CONCRETE PAVEMENT, PROVIDE SPRAY-LOCK P3 OR EQUAL CONCRETE PAVING SURFACE TREATMENT TO HELP PROTECT CONCRETE AGAINST WINTER DE-ICING SALT PER PROJET SPECIFICATION SECTION 321313.23 C310 8 457.64 (EX) 457.40 (EX) 457.54 (EX)456.89 (EX) 456.66 (EX) 456.31 (EX) 456.51 (EX) 456.55 (EX) 457.49 (EX) 457.42 (EX) EXISTING 10" WATER MAIN TO BE PROTECTED AT ALL TIMES. PROTECTION SHALL INCLUDE, BUT NOT LIMITED TO, PROHIBITION OF HEAVY MACHINERY AND DRILLING EQUIPMENT ON TOP OF MAIN OR WITHIN EASEMENT. VIBRATIONAL TESTING MAY BE REQUIRED FOR ANY DRILLING OR PILING OCCURRING NEAR THE MAIN. ADDITIONALLY, ANY MACHINERY CROSSING THE WATER MAIN IN UNPAVED AREAS WILL BE REQUIRED TO UTILIZE SHEETING OR SIMILAR MECHANISM TO ENSURE THAT THE MAIN IS NOT SUBJECT TO DAMAGE LOADS. 456.98 (EX) 456.86 (EX) 455.39 (EX) 455.88 (EX) 2 0 . 3 ' 20' 6. 7 ' 15.5 ' 12 5 L F 1 2 " P V C @ 1 . 5 % SD A2 MODULAR WETLAND MWS-L-4-6-V-UG RIM 455.54 IE 443.76 12"(IN)N IE 442.26 12"(OUT)S SEE DETAIL C318 1 EXISTING 10" PRIVATE CLAY SEWER MAIN TO BE PROTECTED AT ALL TIMES. PROTECTION SHALL INCLUDE, BUT NOT LIMITED TO, PROHIBITION OF HEAVY MACHINERY AND DRILLING EQUIPMENT ON TOP OF MAIN, VIBRATIONAL TESTING MAY BE REQUIRED FOR ANY DRILLING OR PILING OCCURRING NEAR THE MAIN. ADDITIONALLY, ANY MACHINERY CROSSING THE WATER MAIN IN UNPAVED AREAS WILL BE REQUIRED TO UTILIZE SHEETING OR SIMILAR MECHANISM TO ENSURE THAT DAMAGE DOES NOT OCCUR TO THE MAIN. SD B2 CB TYPE II - 48" CONTECH CDS2015-4-C RIM 456.03 IE 452.25 12"(IN)S IE 452.25 12"(OUT)NE SEE DETAIL C318 4 457.95(EX) 458.24(EX) 459.12(EX) 459.42(EX) 459.71(EX) 461.04(EX) 456.48(EX) 456.55(EX) 458.00(EX) 460.68(EX) 460.83(EX) 460.80(EX) 460.58(EX) 460.46(EX) 459.94(EX) 458.39(EX) INSTALL ANTI-SEEP COLLAR ON 12" STORM PIPE AT PROPERTY LINE SEE DETAIL C312 1 10" DI WATERMAIN (PER CONTRACTOR POTHOLE) C317 1 10" DI WATERMAIN (PER SURVEY) MAINTAIN 18" VERTICAL SEPARATION BETWEEN WATER AND ELECTRICAL LINE. ELECTRICAL LINE SHALL ROUTE UNDERNEATH THE EXISTING 8" WATER MAIN (TYP) CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 LEGEND PROPERTY LINE CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 110 109.36 109 TC 109.86 BC 109.36 ASPHALT PAVEMENT CONCRETE CURB CONCRETE PAVEMENT SCALE 1"=20' 0 10 20 40 HAZEN HIGH SCHOOL MODERNIZATION CIVIL SITE PLAN MATCHLINE - SEE SHEET C202 MATCHLINE - SEE SHEET C204 FOR TYPICAL TRENCH AND BACKFILL, FOR STORM PIPING, SEE DETAIL 6/C310. STORM DRAINAGE PIPE MH / EX CB 2 / CB 2 / CB/ YD / CO SD PROPOSED DETENTION SYSTEM LANDSCAPE RESTORATION GROUND SOURCE WELL SYNTHETIC FIELD R-432617 TE D - 4 0 - 4 3 2 6 R-432617 as a condition of approval a stormwater adjustment for vault grated surface area and maintenance access shall be submitted and approved prior to civil permit closeout revisions warranted by adjustment shall be submitted for review and approval as a minor change DEVELOPMENT ENGINEERING msippo 08/07/2025 XXXX X X X X X XX X X X X X X X X X X X XXXXX X X X X X X X X X IMPROVED BASEBALL FIELD WITH SYNTHETIC SURFACE AND UNDERDRAINS PER LANDSCAPE PLANS 15 ' EXISTING CITY OF RENTON WATER EASEMENT 15' EXISTING CITY OF RENTON WATER EASEMENT PROTECT EX 8" PRIVATE SEWER MAIN PROTECT EX 12" PRIVATE STORM MAIN CITY OF RENTON WATER MAIN T E E E E E E E E E E E E E E E E E E E E E E E E E E S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B S U B EEEEEE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EEEEEE E E E E E E E E E E E EEEEEEE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E DOUBLE GATE BY OTHERS FENCED ENCLOSURE BY OTHERS ELECTRICAL EQUIPMENT (EXTENTS TBD) ELECTRICAL TRANSFORMER, SEE ELEC. PLANS PAD ELEVATION AT 464.0 NEW ELECTRICAL PRIMARY SERVICE EXISTING DOUBLE DOORS TO MECHANICAL ROOM RAISE THRESHOLD GRADE AT DOOR TO BE -0.02' BELOW FFE OR ELEV 463.43 1 C320 C320 2 HEAVY DUTY ASPHALT PAVING SEE DETAIL C300 7 HEAVY DUTY ASPHALT PAVING SEE DETAIL C300 7 PROTECT EX STORM STRUCTURE TO REMAIN 6" CONCRETE PAD SEE DETAIL C300 4 6" CONCRETE PAD FOR ELECTRICAL SWITCHGEAR PER ELEC. PLANS PAD ELEVATION AT 463.65 (MATCH EX FFE) AT BUILDING, SLOPE PAD AT 1.5% MIN FOR POSITIVE DRAINAGE AWAY FROM BUILDING. SEE DETAIL C300 4 (2) 10" GROUND SOURCE LINES PER MECH'L PLANS (2) 10" GROUND SOURCE LINES PER MECH'L PLANS ASPHALT THICKENED EDGE SEE DETAIL C300 5 UTIL X-ING EX 8" SS TOP 460.42 (ASSUMED) 4" ELEC CONDUIT IE 460.67 INSTALL ETHAFOAM PAD FOR VERTICAL PIPE CLEARANCE OF LESS THAN 12-INCHES SEE DETAIL C300 1 UTIL X-ING EX 12" SD TOP 453.83 4" ELEC CONDUIT IE 456.72 UTIL X-ING EX 12" SD TOP 454.56 10" GROUND SOURCE PIPE IE 455.37 UTIL X-ING EX 8" SS IE 456.56 10" GROUND SOURCE PIPE TOP 456.19 CONTRACTOR SHALL POTHOLE AND VERIFY DEPTH, LOCATION, AND MATERIAL OF EX 8" SEWER PIPE PRIOR TO CONSTRUCTION 46 0 SINGLE GATE BY OTHERS UTIL X-ING EX 10" COR WATER (PER CONTRACTOR) IE 457.98 10" GROUND SOURCE TOP 456.71 UTIL X-ING EX IRRIGATION IE 459.56 (UNKNOWN SIZE & ASSUMED DEPTH) 10" GROUND SOURCE PIPE TOP 457.40 CONTRACTOR SHALL RELOCATE EX IRRIGATION AS NEEDED TO CLEAR GROUND SOURCE PIPING CONTRACTOR SHALL RELOCATE EX IRRIGATION AS NEEDED TO CLEAR NEW POWER CONDUITS CAST-IN-PLACE CONCRETE RETAINING WALL INCLUDING TOP OF WALL ELEVATIONS PER STRUCTURAL PLANS 12' 70.7' FIELD VERIFIED 10" DI WATERMAIN (PER SURVEY) 10" DI WATERMAIN (PER CONTRACTOR POTHOLE) EXISTING 10" WATER MAIN TO BE PROTECTED AT ALL TIMES. PROTECTION SHALL INCLUDE, BUT NOT LIMITED TO, PROHIBITION OF HEAVY MACHINERY AND DRILLING EQUIPMENT ON TOP OF MAIN OR WITHIN EASEMENT. VIBRATIONAL TESTING MAY BE REQUIRED FOR ANY DRILLING OR PILING OCCURRING NEAR THE MAIN. ADDITIONALLY, ANY MACHINERY CROSSING THE WATER MAIN IN UNPAVED AREAS WILL BE REQUIRED TO UTILIZE SHEETING OR SIMILAR MECHANISM TO ENSURE THAT THE MAIN IS NOT SUBJECT TO DAMAGE LOADS. CAUTION - PROTECT AND SUPPORT EX WATER MAIN AS NEEDED MAINTAIN 18" VERTICAL SEPARATION BETWEEN WATER AND ELECTRICAL LINE. ELECTRICAL LINE SHALL ROUTE UNDERNEATH THE EXISTING 10" WATER MAIN (TYP) ASPHALT THICKENED EDGE WHERE NEW ASPHALT MEETS LANDSCAPING (TYP) SEE DETAIL C300 5 ASPHALT THICKENED EDGE WHERE NEW ASPHALT MEETS LANDSCAPING 460.80(EX) 460.58(EX) 460.46(EX) 459.94(EX) REPLACE FENCE AND MOW STRIP IN KIND AS NEEDED TO INSTALL GROUND SOURCE WELL PIPING FENCED ENCLOSURE BY OTHERS ALL UTILITY TRENCHES TO MATCH EXISTING GRADE MAINTAIN 18" VERTICAL SEPARATION BETWEEN WATER AND ELECTRICAL LINE. ELECTRICAL LINE SHALL ROUTE UNDERNEATH THE EXISTING 8" WATER MAIN (TYP) UTIL X-ING EX 10" COR WATER (RECORD) IE 457.98 10" GROUND SOURCE TOP 456.71 20' 8' 5'4" CONCRETE SIDEWALK LANDING CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 LEGEND PROPERTY LINE CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 110 109.36 109 TC 109.86 BC 109.36 ASPHALT PAVEMENT CONCRETE CURB CONCRETE PAVEMENT SCALE 1"=10' 5 10 200 HAZEN HIGH SCHOOL MODERNIZATION CIVIL SITE PLAN MATCHLINE - SEE SHEET C203 NOTE: FOR ALL EXTERIOR CONCRETE PAVEMENT, PROVIDE SPRAY-LOCK P3 OR EQUAL CONCRETE PAVING SURFACE TREATMENT TO HELP PROTECT CONCRETE AGAINST WINTER DE-ICING SALT PER PROJECT SPECIFICATION SECTION 321313.23 LANDSCAPE RESTORATION GROUND SOURCE WELL SYNTHETIC FIELD R-432618 TE D - 4 0 - 4 3 2 6 R-432618 DEVELOPMENT ENGINEERING msippo 08/07/2025 N.E. 10TH ST. ( A DEDICATED PUBLIC RIGHT OF WAY) E E E E E E E E E E E E E E E E E E E E E E S U B SUB SUB S U B SUB SUB SUB SUB SUB SU B SUB SUB SUB SUB SUB SUB SUB SUB SU B SU B SU B SU B SUB SUB SUB SU B SU B SU B SU B SUB SUB SUB SU B SU B SU B SUB SUB SU B SU B SU B SUB SUB SU B SU B SUB SU B SU B SUB SU B SU B SU B SUB SU B SU B SUB SUB SU B SU B SUB SUB SU B SU B SU B SUB SUB SUB SU B SU B SU B SUB SUB SUB SU B SU B SU B SU B SUB SUB SUB SUB SU B SU B SU B SU B SU B SU B SU B SU B SUB SUB SUB SUB SU B SU B SU B SUB SUB SUB SU B SU B SUB SUB SU B SUB SU B SU B SUB SU B SU B SUB SU B SU B SUB SUB SU B SU B SU B SUB SUB SU B SU B SU B SU B SUB SUB SUB SU B SU B SU B SU B SUB SUB SUB SU B SU B SU B SU B SUB SUB SUB SUB SU B SU B SU B SU B SU B SD E E E E E E E E E SD SD E E E EEE E EEEEEEEEEE EEEEEE EEEE E E E E E EE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E IMPROVED SOFTBALL FIELD WITH SYNTHETIC SURFACE AND UNDERDRAINS PER LANDSCAPE PLANS NEW ELECTRICAL PRIMARY SERVICE PER ELECTRICAL PLANS ADS MC-3500 STORMTECH CHAMBER DETENTION SYSTEM REQUIRED LIVE STORAGE = 22,265 CF TOTAL STORAGE VOLUME = 27,943 CF 152 CHAMBERS AND 8 END CAPS IN 4 ROWS 9" GRAVEL BASE, 12" GRAVEL PERIMETER, AND 12" GRAVEL COVER SEE SHEET C314 AND SEE DETAIL HEAVY DUTY ASPHALT PAVING SEE DETAIL C300 7 NEW FIELD LIGHTING PER ELEC'L PLANS (TYP) RESTORE EX LAWN, GRAVEL PATH, AND ASPHALT AS REQ'D TO INSTALL NEW ELECTRICAL SERVICE HEAVY DUTY ASPHALT PAVING SEE DETAIL C300 7 10 LF 12" PVC @ 5.0% SD C1 CB TYPE II - 54" W/ ROUND SOLID LOCKING COVER RIM 476.84 IE 470.36 12"(IN)NE IE 470.36 12"(OUT)W W/ CONTROL STRUCTURE SEE DETAILS SD C3 CB TYPE I RIM 471.37 IE 466.53 12"(IN)E (AT DROP) IE 466.53 12"(OUT)S 12" DETENTION OUTLET IE 470.36 INSTALL TEMPORARY CATCH BASIN FILTER SOCKS ON ALL NEW CATCH BASINS UNTIL SITE IS STABILIZED. SEE DETAIL 7/C110. INSTALL ROUND ACCESS COVERS IN LINE WITH LADDERS WITHIN TYPE II CATCH BASINS C313 3 C310 3 C310 5 4 6 9465466463464 470 471 STORM PROFILE C322 C C312 6 FOR CONTINUATION OF ELECTRICAL CONDUIT ROUTING, SEE SHEET C204 ASPHALT THICKENED EDGE WHERE NEW ASPHALT MEETS LANDSCAPING (TYP) SEE DETAIL C300 5 32 LF 12" PVC @ 5.8% SD C2 MODULAR WETLAND MWS-L-4-6-V-UG RIM 476.56 IE 469.87 12"(IN)E IE 468.37 12"(OUT)W SEE DETAIL C318 2 SD C4 CB TYPE I RIM 468.55 IE 465.62 12"(IN)N IE 465.62 12"(OUT)SW 31 LF 12" PVC @ 2.9% 14 LF 12" PVC @ 2.9% CONNECT TO EX SDMH IE 465.20 12"(IN)NW EX WATER DISTRICT 90 WATER MAIN INSPECTION PORT (TYP OF 8) INSPECTION PORT LIDS TO BE SET 6" BELOW TURF SURFACING WITH REMOVABLE ACCESS PANEL PER LANDSCAPE PLANS SUBDRAINAGE PIPING TO DISCHARGE DIRECTLY TO ROCK SURROUNDING CHAMBER SYSTEM SEE DETAIL C312 11 30 LF 12" PVC @ 0.0% 47 7 477 477 FENCE PER LANDSECAPE PLANS 476.97(EX) 477.00(EX) 477.00(EX) 476.96(EX) 476.98 476.96 476.94 477.01(EX)476.99(EX) 476.93(EX) INSTALL ANTI-SEEP COLLAR ON 12" STORM PIPE AT PROPERTY LINE SEE DETAIL C312 1 PROPOSED STREET LIGHTING AND CONDUIT ROUTING PER ELECTRICAL PLANS (TYP) 46 546 4 46 6 46 7 468 469 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 LEGEND PROPERTY LINE CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 110 109.36 109 TC 109.86 BC 109.36 ASPHALT PAVEMENT CONCRETE CURB CONCRETE PAVEMENT SCALE 1"=20' 0 10 20 40 HAZEN HIGH SCHOOL MODERNIZATION CIVIL SITE PLAN MATCHLINE - SEE SHEET C207 STORM DRAINAGE PIPE SD PROPOSED DETENTION SYSTEM FOR TYPICAL TRENCH AND BACKFILL, FOR STORM PIPING, SEE DETAIL 6/C310. FOR WORK IN THE RIGHT-OF-WAY SEE SHEET C209 MH / EX CB 2 / CB 2 / CB/ YD / CO NOTE: FOR ALL EXTERIOR CONCRETE PAVEMENT, PROVIDE SPRAY-LOCK P3 OR EQUAL CONCRETE PAVING SURFACE TREATMENT TO HELP PROTECT CONCRETE AGAINST WINTER DE-ICING SALT PER PROJET SPECIFICATION SECTION 321313.23 LANDSCAPE RESTORATION SYNTHETIC FIELD R-432619 TE D - 4 0 - 4 3 2 6 R-432619 DEVELOPMENT ENGINEERING msippo 08/07/2025 Surface Water Enginering jfarah 08/11/2025 SSSSSSSSSSSSSSSS 6" CONCRETE PAD FOR FUTURE GREENHOUSE SEE DETAIL C300 4 PLUMBING POC FOR NEW ACID WASTE LINE. SEE MECH'L PLANS FOR NEW ACID WASTE PIPING IE UNKNOWN CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION, DEPTH, AND MATERIAL PRIOR TO STARTING CONSTRUCTION NEW 6" PP ACID WASTE STUB TO BUILDING. IE 464.14 SEE MECH'L PLANS FOR NEW ACID WASTE PIPING NEW 6" PP ACID WASTE STUB TO BUILDING. IE 464.14 SEE MECH'L PLANS FOR NEW ACID WASTE PIPING 86 LF 6" PP ACID WASTE LINE @ 2.0% 6" SSCO RIM TO GRADE IE 464.09 SEE DETAIL REPLACE CONCRETE SIDEWALK SEE DETAIL C300 3 REPLACE CONCRETE SIDEWALK SEE DETAIL C300 3 2.5' 6" 45° BEND IE 462.37 6" WYE IE 462.62 C311 1 15' 40 ' LOCATION OF ECO PAN FOR CONCRETE PUMPER TRUCK WASHOUT LOCATED EAST IN PARKING LOT. SEE SHEET C010. CONTRACTOR SHALL MAKE A RECORD OF EXISTING SCORE/JOINT LINES FOR COURTYARD TO BE MATCHED FOR FINISHED CONCRETE CONDITION. (TYP) RESTORE EX CONCRETE PAVEMENT WITH STANDARD CONCRETE SIDEWALK SECTION SEE DETAIL C300 3 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 LEGEND PROPERTY LINE CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 110 109.36 109 TC 109.86 BC 109.36 ASPHALT PAVEMENT CONCRETE CURB CONCRETE PAVEMENT SCALE 1"=10' 5 10 200 HAZEN HIGH SCHOOL MODERNIZATION CIVIL SITE PLAN FOR TYPICAL TRENCH AND BACKFILL, FOR SEWER PIPING, SEE DETAIL 6/C310. SANITARY SEWER SANITARY MH/CO SS NOTE: FOR ALL EXTERIOR CONCRETE PAVEMENT, PROVIDE SPRAY-LOCK P3 OR EQUAL CONCRETE PAVING SURFACE TREATMENT TO HELP PROTECT CONCRETE AGAINST WINTER DE-ICING SALT PER PROJET SPECIFICATION SECTION 321313.23 R-432620 TE D - 4 0 - 4 3 2 6 R-432620 DEVELOPMENT ENGINEERING msippo 08/07/2025 □ □ □ SUB S U B SUB SUB SUB SU B SU B SU B SU B SUB SUB SU B SU B SU B SU B SUB SU B SU B SU B SUB SU B SU B SU B SU B SU B SU B SU B SU B SU B SU B SU B SU B SU B SU B SU B SU B SU B SU B SU B SU B SU B SU B SU B SU B SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SU B SU B SU B SU B SU B W E E E E E E E E E E E E E E E E EEE E EEEEEEEEEE EEEEEE E E IMPROVED SOFTBALL FIELD WITH SYNTHETIC SURFACE AND UNDERDRAINS PER LANDSCAPE PLANS ADS MC-3500 STORMTECH CHAMBER DETENTION SYSTEM REQUIRED LIVE STORAGE = 22,265 CF TOTAL STORAGE VOLUME = 27,943 CF 152 CHAMBERS AND 8 END CAPS IN 4 ROWS 9" GRAVEL BASE, 12" GRAVEL PERIMETER, AND 12" GRAVEL COVER SEE SHEET C314 AND SEE DETAIL RESTORE CONCRETE SIDEWALK SEE DETAIL (TYP) C300 3 NEW NON-REMOVEABLE HEAVY DUTY VEHICULAR RATED SECURITY BOLLARD (TYP UNLESS OTHERWISE NOTED) SEE DETAIL C301 6 PROPOSED TEMPORARY PORTABLE FFE 471.74PROPOSED TEMPORARY PORTABLE FFE 471.90 470.62 (EX) 470.29 (EX) 470.38 (EX) 470.94 (EX) 470.34 (EX) 470.67 (EX) 470.67 (EX) PROPOSED TEMPORARY MODULAR BUILDINGS PER ARCH'L PLANS TO BE REMOVED AT COMPLETION OF CONSTRUCTION UNDER SEPARATE PERMIT 25' 6' EX ACCESSIBLE ROUTE EX TABLE TOP CROSSING PROTECT EX CATCH BASIN TO REMAIN; LEAVE GAP IN TEMPORARY PORTABLE FOUNDATION SKIRTING FOR DRAINAGE TO THIS CB TO BE MAINTAINED 5.9' 4' INSTALL NEW REMOVABLE HEAVY DUTY VEHICULAR RATED SECURITY BOLLARD (1 TOTAL) SECURITY BOLLARDS SHALL NOT BE PLACED OVER EXISTING 10" COR WATERMAIN. BOLLARDS WITH FOUNDATION SHALL BE A MINIMUM OF 5' FROM THE EXISTING 10" WATER MAIN SEE DETAIL C301 10 REPLACE EX CONCRETE CURB/GUTTER, SIDEWALK, AND ASPHALT PAVING HO Q U I U M A V E . N . E . (A D E D I C A T E D P U B L I C R I G H T O F W A Y ) 5' PAINTED "WHITE" PEDESTRIAN PATHWAY STRIPING SEE DETAIL 8' PAINTED "WHITE" CROSSWALK STRIPING SEE DETAIL C300 9 INSTALL TEMPORARY CATCH BASIN FILTER SOCKS ON ALL NEW CATCH BASINS UNTIL SITE IS STABILIZED. SEE DETAIL 7/C110. EX ACCESSIBLE RAMP INSTALL ROUND ACCESS COVERS IN LINE WITH LADDERS WITHIN TYPE II CATCH BASINS 470.54 (EX) C312 6 150-FT FIRE HYDRANT HOSE PULL DISTANCE EXISTING 10" WATER MAIN TO BE PROTECTED AT ALL TIMES. PROTECTION SHALL INCLUDE, BUT NOT LIMITED TO, PROHIBITION OF HEAVY MACHINERY AND DRILLING EQUIPMENT ON TOP OF MAIN OR WITHIN EASEMENT. VIBRATIONAL TESTING MAY BE REQUIRED FOR ANY DRILLING OR PILING OCCURRING NEAR THE MAIN. ADDITIONALLY, ANY MACHINERY CROSSING THE WATER MAIN IN UNPAVED AREAS WILL BE REQUIRED TO UTILIZE SHEETING OR SIMILAR MECHANISM TO ENSURE THAT THE MAIN IS NOT SUBJECT TO DAMAGE LOADS. EX GENERATOR TO BE RELOCATED PER ELEC'L PLANS EX TRANSFORMER TO BE RELOCATED PER ELEC'L PLANS RELOCATED EX GENERATOR PER ELEC'L PLANS NEW EXTRUDED CONCRETE CURB SEE DETAIL (TYP) C300 11 8' 3' PROTECT EX SECURITY CAMERA NEW 6' HIGH CHAINLINK FENCE WITH PRIVACY SLATS PER L'SCAPE PLANS NEW 6' HIGH BY 12' WIDE CHAINLINK GATE (2 - 6' LEAFS) WITH PRIVACY SLATS PER L'SCAPE PLANS 7.9' BOLLARD DEPTH IS 30" DEEP BY 16" WIDE. CONTRACTOR SHALL USE CAUTION WHEN PERFORMING CONSTRUCTION NEAR OR OVER EXISTING CHARGED WATERMAIN. SEE DETAIL C301 6 32 LF 6" DI CL52 WET-TAP FOR NEW FIRE HYDRANT ASSEMBLY INSTALL 10"X6" TEE(MJXFL) INSTALL 6" GATE VALVE (FLXMJ) W/ CONCRETE THRUST BLOCKING WET-TAPPING OF EXISTING 10-INCH WATERMAIN SHALL BE PERFORMED BY THE FOLLOWING LICENSED WET TAP CONTRACTORS 1. LEGACY TAPPING, INC. 2. SPEER TAPS, INC. SEE DETAILS C319 1 C319 4 REPLACE EX ASPHALT PAVEMENT WITH HEAVY DUTY ASPHALT PAVEMENT SEE DETAIL C300 7 REPLACE EX CONCRETE VERTICAL CURB AS REQUIRED TO INSTALL NEW FIRE HYDRANT ASSEMBLY NEW 15-FT WATER EASEMENT KC REC NO.___________ 15' 7. 5 ' REPLACE EX SHRUBS AND LANDSCAPING IN PLANTER AS NEEDED PROTECT EX LIGHT POLE TO REMAIN FIRE HYDRANT ASSEMBLY PROVIDE A 4'x4' CONCRETE PAD FOR NEW FIRE HYDRANT SEE DETAIL C319 2 C319 7 2' FIELD ADJUST EX IRRIGATION CONTROL BOX AND OTHER COMPONENTS IN THIS AREA TO AVOID CONFLICT WITH RELOCATED GENERATOR AND NEW FENCING 470.78 470.69(EX)470.57 (EX) 470.71 (EX) 470.56 (EX) 470.76 (EX) 470.66 (EX) 1. 8 % 3. 3 % 1. 8 % 1. 8 % 0.3%0.3% 470.85 (EX) 470.86 (EX) 470.80 (EX)470.87 (EX) 1. 0 % 0. 1 % 471.67 (EX) 471.65 (EX) 471.18 (EX)471.17 (EX) 0.2% 0.4% C300 9 SALVAGE AND REMOVE EX LIGHT POLE AND BASE TO BE REINSTALLED AT COMPLETION OF PROJECT REMOVE EX CONCRETE WALK, CURB, AND ASPHALT AS REQUIRED TO INSTALL ELECTRICAL CONDUITS AND VAULTS FOR TEMPORARY PORTABLE POWER BELOW TEMPORARY PORTABLE FOUNDATIONS LOCATED WITHIN EXISTING LANDSCAPE PLANTER, CONTRACTOR SHALL REMOVE EX PLANTING MATERIAL AND SOIL DOWN TO SUBGRADE AND COMPACT TO 95% AS REQUIRED. SUBGRADE THAT DOES NOT MEET COMPACTION, SHALL BE REMOVED A MIN. OF 12" AND REPLACED WITH IMPORT FILL MATERIAL, THEN RECOMPACTED TO MEET 95%. INSPECTION PORT (TYP OF 8) ECO PAN FOR CONCRETE TRUCK CLEANOUT; FINAL LOCATION TO BE COORDINATED IN FIELD DURING CONSTRUCTION. INSPECTION PORT LIDS TO BE SET 6" BELOW TURF SURFACING WITH REMOVABLE ACCESS PANEL PER LANDSCAPE PLANS 47 7 476.94 477.01(EX)476.99(EX) 476.93(EX) 4' CONTRACTOR SHALL MAKE A RECORD OF EXISTING SCORE/JOINT LINES FOR COURTYARD TO BE MATCHED FOR FINISHED CONCRETE CONDITION. (TYP) RESTORE EX CONCRETE PAVEMENT WITH STANDARD CONCRETE SIDEWALK SECTION SEE DETAIL C300 3 INSTALL 4-INCHES THICK CSTC GRAVEL SURFACING (5/8" MINUS). EXTEND GRAVEL TO BACK OF CURB 5' 12.3' 8. 2 ' 8. 1 ' 7. 7 ' 5' 7' EX 10" WATERMAIN 470.65 470.95 (EX) 470.77 (EX) 470.73 (EX) 470.64 (EX) 470.52 470.66 1. 8 % 470.43 (EX) 470.67 1. 8 % 470.58 (EX) 470.75(EX) 470.84(EX) 1. 8 % 1. 8 % 8. 7 ' 470.79 (EX) 1. 8 % 470.76 (EX)470.77 (EX) 2' 1.5' 1. 5 % CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 LEGEND PROPERTY LINE CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 110 109.36 109 TC 109.86 BC 109.36 ASPHALT PAVEMENT CONCRETE CURB CONCRETE PAVEMENT SCALE 1"=20' 0 10 20 40 HAZEN HIGH SCHOOL MODERNIZATION CIVIL SITE PLAN NOTE:SEE ELECTRICAL PLANS FOR POWER AND COMM FEEDS TO PORTABLE NOTE:CONTRACTOR SHALL UTILIZE PUBLIC AND PRIVATE UTILITY LOCATES TO VERIFY EX UTILITIES NOTE:PROPOSED PORTABLES ARE "DRY" AND WILL NOT HAVE NEW WATER OR SEWER SERVICES PROVIDED COORDINATE WITH SCHOOL DISTRICT FOR ACCESS TO AND FROM PROJECT SITE MATCHLINE - SEE SHEET C205 STORM DRAINAGE PIPE SD PROPOSED DETENTION SYSTEM FOR TYPICAL TRENCH AND BACKFILL, FOR STORM PIPING, SEE DETAIL 6/C310. FOR WORK IN THE RIGHT-OF-WAY SEE SHEET C208 MH / EX CB 2 / CB 2 / CB/ YD / CO NOTE: FOR ALL EXTERIOR CONCRETE PAVEMENT, PROVIDE SPRAY-LOCK P3 OR EQUAL CONCRETE PAVING SURFACE TREATMENT TO HELP PROTECT CONCRETE AGAINST WINTER DE-ICING SALT PER PROJET SPECIFICATION SECTION 321313.23 HEAVY DUTY ASPHALT PAVEMENT W-432601 WT R - 2 7 - 4 3 2 6 W-432601 DEVELOPMENT ENGINEERING msippo 08/07/2025 WATER UTILITY ABDOUL GAFOUR 08/08/2025 R-432621 W-432601 TE D - 4 0 - 4 3 2 6 REPLACE EX CONCRETE CURB/GUTTER, SIDEWALK, AND ASPHALT PAVING HOQUIUM AVE. N.E. (A DEDICATED PUBLIC RIGHT OF WAY)FOR DETAILED HOQUIAM AVE NE DRIVEWAY #1 IMPROVEMENTS SEE DETAIL C330 2 FOR DETAILED HOQUIAM AVE NE DRIVEWAY #2 IMPROVEMENTS SEE DETAIL C330 3 DRIVEWAY TYPE C3 PER COR STANDARD PLAN 104 SEE DETAIL C303 6 HOQUIAM AVE. N.E. N. E . 11 T H S T N. E . 10 T H P L HEAVY DUTY ASPHALT PAVING SEE DETAIL C300 7 HEAVY DUTY ASPHALT PAVING SEE DETAIL C300 7 DRIVEWAY TYPE C3 PER COR STANDARD PLAN 104 SEE DETAIL C303 6 471 22+00 23+00 24+00 25+00 26+00 27+00 22+50 23+50 24+50 25+50 26+50 E E E DRIVEWAY TYPE C3 PER COR STANDARD PLAN 104 SEE DETAIL FOR DETAILED HOQUIAM AVE NE DRIVEWAY #3 IMPROVEMENTS SEE DETAIL C331 1 1. 5 % C303 6 HOQUIAM AVE. N.E. N. E . 12 T H S T N. E . 11 T H P L N. E . 11 T H C T EX RECENTLY INSTALLED CURB CUT RAMPS TO REMAIN DRIVEWAY TYPE C3 PER COR STANDARD PLAN 104 SEE DETAIL C303 6 47 0 458 459 45 7 45 8 45 9 457 1 1 5' 6.7' FOR DETAILED HOQUIAM AVE NE DRIVEWAY #4 IMPROVEMENTS SEE DETAIL C331 2 28+00 29+00 30+00 31+00 32+00 33+00 33+18 27+50 28+50 29+50 30+50 31+50 32+50 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 LEGEND PROPERTY LINE CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 110 109.36 109 TC 109.86 BC 109.36 ASPHALT PAVEMENT CONCRETE CURB CONCRETE PAVEMENT SCALE 1"=20' 0 10 20 40 HAZEN HIGH SCHOOL MODERNIZATION HOQUIAM AVE NE CIVIL SITE PLAN BUILDING VESTIBULE MA T C H L I N E - S E E A B O V E R I G H T MA T C H L I N E - S E E B E L O W L E F T PROTECT EX UTILITY POLE AND GUY WIRE KEYNOTES 1.CONCRETE CURB AND GUTTER AND ASPHALT PAVING (ARTERIAL STREET SECTION) SEE DETAIL FOR DETAILED RAMP IMPROVEMENTS SEE DETAIL HEAVY DUTY ASPHALT PAVING SEE DETAIL C300 7 C303 8 T-432601 ADA CURB RAMP TYPE PARALLEL A PER WSDOT STANDARD PLAN F-40.12-03 SEE DETAIL C301 8 TR O - 4 1 - 4 3 2 6 C330 4 HEAVY DUTY ASPHALT PAVING SEE DETAIL C300 7 FOR DETAILED HOQUIAM AVE NE DRIVEWAY #4 IMPROVEMENTS SEE DETAIL C331 2 T-432601 DEVELOPMENT ENGINEERING msippo 08/07/2025 R-432622 TE D - 4 0 - 4 3 2 6 E E E E E E E E E E SUB SU B SU B SU B SU B SU B SU B SU B SU B SD SD SD EE E EE E E E E E E E E E E E E E E SDSDSDSDSDSDSDSDSD N.E. 10TH ST. FI E L D AV E N . E . PROTECT EXISTING TREE TO REMAIN EXISTING GUARDRAIL TO BE REPLACED WITH SHORTER 14' +/- SECTION TYPE 13 GUARDRAIL PER WSDOT STD PLAN C20.10-09 SEE DETAIL ASPHALT PAVING (RESIDENTIAL STREET SECTION) SEE DETAIL (TYP) 5' 8. 5 ' EXISTING 2" GAS MAIN EXISTING POWER POLE MATCH EXISTING GRADE AT PROPERTY LINE CONCRETE CURB AND GUTTER SEE DETAIL (TYP) C303 9 CONCRETE SIDEWALK SEE DETAIL (TYP) C303 7 18'6' 8' 470 471 4 6 9 457 4 5 5 POWER POC FOR NEW PEDESTRIAN SCALE LIGHTING SHALL BE AT EXISTING HANDHOLE THAT SERVED EX UTILITY POLE SEE ELECTRICAL PLANS 5.1%5.1%5.1%5.1%4.4% STREET TREE (SPECIES, SPACING, AND QUANTITY TBD) DECORATIVE PED LIGHT POLE PER ELECTRICAL PLANS (TYP) TYPE 13 GUARDRAIL PER WSDOT STD PLAN C20.10-09 SEE DETAIL 1.9% FOR DETAILED NE 10TH ST DRIVEWAY IMPROVEMENTS SEE DETAIL C331 3 INSTALL NEW CURB AND GUTTER, CONCRETE SIDEWALK, AND ASPHALT PATCH FOR REMOVAL OF EX DRIVEWAY CURB CUT SEE DETAILS EX WATER DISTRICT 90 WATER MAIN 14 ' C303 7 C303 8 C304 2 C304 2 C303 8 5' 20 ' C333 1 C333 2 C333 4 14 LF 12" PVC @ 2.9% SD C4 CB TYPE I RIM 468.55 IE 465.62 12"(IN)N IE 465.62 12"(OUT)SW CONNECT TO EX SDMH IE 465.20 SD C5 CB TYPE I RIM 460.11 IE 456.00 12"(OUT)W 193 LF 12" PVC @ 3.4% 46 5 4 6 3 46 4 46 6 46 7 46 8 461 460458459 461 460458459 CONNECT TO EX CB IE 449.35 453.05(EX) TC 453.50 (EX) BC 453.00 (EX) 453.63(EX)5'46 8467 466465463 464 462456 456 457 4 6 2 467.50 468.05(EX) 467.31 467.23 467.26 465.88 465.78 TC 465.81 BC 465.31 2. 4 % 463.60 TC 463.98 BC 463.48 464.05 LAWN/HYDROSEED IN PLANTER STRIP WITH SOIL BEING AMENDED PER BMP T5.13. SEE DETAIL 6/C300. ADJUST EX HANDHOLE TO FINISHED GRADE 2:1 SLOPE TO EXISTING GRADE PROTECT EX CHAINLINK FENCE TO REMAIN MATCH EX GRADE AT PROPERTY LINE WITHIN THIS 30-FT ROW 455.28(EX) 455.20(EX) TC 455.64 BC 455.14 455.71 457.34 TC 457.72 BC 457.22 457.79 459.42 TC 459.80 BC 459.30 459.88 461.51 TC 461.89 BC 461.39 461.96 10 ' 463.88 3+00 4+00 5+00 6+00 7+00 8+00 3+50 4+50 5+50 6+50 7+50 8+50 FOR DETAILED NE 10TH ST DRIVEWAY IMPROVEMENTS SEE DETAIL C330 1 FOR DETAILED RAMP IMPROVEMENTS SEE DETAIL N.E. 10TH ST. GR A H A M AV E N . E . HO Q U I A M AV E N . E . 473 4 7 6 475 HEAVY DUTY ASPHALT PAVING SEE DETAIL C303 7 C332 1 9+00 10+00 11+00 12+00 13+00 9+50 10+50 11+50 12+50 13+5020 + 0 0 20 + 5 0 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 LEGEND PROPERTY LINE CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 110 109.36 109 TC 109.86 BC 109.36 ASPHALT PAVEMENT CONCRETE CURB CONCRETE PAVEMENT SCALE 1"=20' 0 10 20 40 HAZEN HIGH SCHOOL MODERNIZATION NE 10TH ST CIVIL SITE PLAN BUILDING VESTIBULE MA T C H L I N E - S E E A B O V E R I G H T MA T C H L I N E - S E E B E L O W L E F T FOR DETAILED RAMP IMPROVEMENTS SEE DETAIL ASPHALT PAVING (RESIDENTIAL STREET SECTION) SEE DETAIL (TYP) C303 8ASPHALT PAVING (RESIDENTIAL STREET SECTION) SEE DETAIL (TYP) C303 8 T-432602 TR O - 4 1 - 4 3 2 6 C330 4 ASPHALT THICKENED EDGE WHERE NEW ASPHALT MEETS EXISTING LANDSCAPING SEE DETAIL C300 5 HEAVY DUTY ASPHALT PAVING SEE DETAIL C300 7 STATIONING INTERSECTION NE 10TH ST STA 13+17.1 HOQUIAM AVE NE STA 20+00 T-432602 DEVELOPMENT ENGINEERING msippo 08/07/2025 R-432623 TE D - 4 0 - 4 3 2 6 E E E YELLOW PAINTED PEDESTRIAN CURB 1. 5 % HOQUIAM AVE. N.E. N. E . 12 T H S T N. E . 11 T H P L N. E . 11 T H C T 1 EX RECENTLY INSTALLED CURB CUT RAMPS TO REMAIN 47 0 458 459 45 7 45 8 45 9 457 5' 6.7' 1 4 3 3 NEW THERMOPLASTIC CROSSWALK STRIPING PER COR STANDARD PLAN 127 SEE DETAIL C302 6 4" WIDE PAINTED STRIPE LINE 0. 6 7 ' 2' 0. 6 7 ' 3' 10' 28+00 29+00 30+00 31+00 32+00 33+00 33+18 27+50 28+50 29+50 30+50 31+50 32+50 HOQUIUM AVE. N.E. (A DEDICATED PUBLIC RIGHT OF WAY) HOQUIAM AVE. N.E. N. E . 11 T H S T N. E . 10 T H P L 471 22+00 23+00 24+00 25+00 26+00 27+00 22+50 23+50 24+50 25+50 26+50 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 LEGEND PROPERTY LINE CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 110 109.36 109 TC 109.86 BC 109.36 ASPHALT PAVEMENT CONCRETE CURB CONCRETE PAVEMENT SCALE 1"=20' 0 10 20 40 HAZEN HIGH SCHOOL MODERNIZATION HOQUIAM AVE NE STRIPING AND SIGNAGE PLAN BUILDING VESTIBULE MA T C H L I N E - S E E A B O V E R I G H T MA T C H L I N E - S E E B E L O W L E F T PROTECT EX TREE ON PRIVATE PROPERTY PROTECT EX UTILITY POLE AND GUY WIRE KEYNOTES 1.INSTALL FLASHING BEACON POST PER CITY OF RENTON STD PLANS 141.1 & 141.2 AND WSDOT STD PLAN J-20.11 WITH THE FOLLOWING ON NORTH SIDE OF POLE: S1-1 "SCHOOL CROSSING", RRFB-4R FLASHER, W16-7P(L), AND PEDESTRIAN PUSHBUTTON. SIGNS SHALL BE PER CURRENT MUTCD. SEE ELECTRICAL PLANS. 2.INSTALL FLASHING BEACON POST PER CITY OF RENTON STD PLANS 141.1 & 141.2 AND WSDOT STD PLAN J-20.11 WITH THE FOLLOWING ON SOUTH SIDE OF POLE: S1-1 "SCHOOL CROSSING", RRFB-4R FLASHER, W16-7P(L), AND PEDESTRIAN PUSHBUTTON. SIGNS SHALL BE PER CURRENT MUTCD. SEE ELECTRICAL PLANS. 3.4" WIDE BLOCK OUT STRIPING. MATCH EX PATTERN AND LAYOUT. 4.REMOVE EX TYPE 1Y & 2YY RPM'S FOR CENTERLINE AS REQUIRED FOR CONDUIT TRENCH PATCHING AND MOVING CROSSWALK. REPLACE WITH NEW TYPE 1Y & 2YY RPM'S WITH TYPE 2YY BEING NEXT TO CROSSWALK ONLY. MATCH EXISTING SPACING AND PATTERN AND COORDINATE WITH CITY INSPECTOR FOR FINAL LAYOUT IN FIELD. T-432603 2 CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION AND DEPTH OF EX ELECTRICAL AND TELEPHONE CONDUITS IN THIS AREA TE D - 4 0 - 4 3 2 6 T-432603 TR O - 4 1 - 4 3 2 6 DEVELOPMENT ENGINEERING msippo 08/07/2025 condition of approval: RRFB crossing shall be coordinated with city project review managers post-permit issuance and be designed and constructed in a manner that is satisfactory to city development engineering and transportation operations group. design shall incorporate necessary safety elements including, but not limited to, photometric analysis of crosswalk meeting city standards, protected islands to reduce crossing distance, clear sight lines of beacons, ADA requirements, and independent north/south and east/west crossings. R-432624 TE D - 4 0 - 4 3 2 6 E E E E E E E E E SUBSD SD E EE E E E E E E E E E E E E E E SDSDSDSDSDSDSDSDSD N.E. 10TH ST. FI E L D AV E N . E . PROTECT EXISTING TREE TO REMAIN 1.5' 5' 8. 5 ' EXISTING 2" GAS MAIN EXISTING POWER POLE 6' 470 471 4 6 9 4 6 8 466462463461460459457457 4 5 5 4554 5 4 POWER POC FOR NEW PEDESTRIAN SCALE LIGHTING SHALL BE AT EXISTING HANDHOLE THAT SERVED EX UTILITY POLE SEE ELECTRICAL PLANS STREET TREE (SPECIES, SPACING, AND QUANTITY TBD) DECORATIVE PED LIGHT POLE PER ELECTRICAL PLANS (TYP) 467 14 ' 3.7' 5' 3+00 4+00 5+00 6+00 7+00 8+00 3+50 4+50 5+50 6+50 7+50 8+50 N.E. 10TH ST. GR A H A M AV E N . E . HO Q U I A M AV E N . E . 473 4 7 6 475 0.67' 0.67' 2' 9+00 10+00 11+00 12+00 13+00 9+50 10+50 11+50 12+50 13+5020 + 0 0 20 + 5 0 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 LEGEND PROPERTY LINE CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 110 109.36 109 TC 109.86 BC 109.36 ASPHALT PAVEMENT CONCRETE CURB CONCRETE PAVEMENT SCALE 1"=20' 0 10 20 40 HAZEN HIGH SCHOOL MODERNIZATION NE 10TH ST STRIPING AND SIGNAGE PLAN BUILDING VESTIBULE MA T C H L I N E - S E E A B O V E R I G H T MA T C H L I N E - S E E B E L O W L E F T EX RECENTLY INSTALLED CURB CUT RAMP TO BE REPLACED NOTE: CONTRACTOR SHALL INCLUDE ALLOWANCE FOR THE FOLLOWING RELATED TO THE STREET IMPROVEMENTS FROM THE INTERSECTION OF FIELD AVE NE AND NE 10TH STREET TO THE WEST: IRRIGATION IN PLANTER STRIP BEHIND SIDEWALK LAWN/HYDROSEED IN PLANTER STRIP WITH SOIL BEING AMENDED PER BMP T5.13. SEE DETAIL 6/C300. NEW THERMOPLASTIC CROSSWALK STRIPING PER COR STANDARD PLAN 127 SEE DETAIL C302 6 ASPHALT PAVING (RESIDENTIAL STREET SECTION) SEE DETAIL (TYP) C303 8ASPHALT PAVING (RESIDENTIAL STREET SECTION) SEE DETAIL (TYP) C303 8 T-432604 TE D - 4 0 - 4 3 2 6 T-432604 TR O - 4 1 - 4 3 2 6 DEVELOPMENT ENGINEERING msippo 08/07/2025 R-432625 TE D - 4 0 - 4 3 2 6 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION SITE DETAILS COMPACTED SUBGRADE (MIN 95% MAXIMUM DRY DENSITY) CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE CEMENT CONCRETE PAVEMENT PER PROJECT SPECIFICATION SECTION 321313 6" 2" 4" FLUSH WITH ADJACENT SURFACES ON ALL SIDES BROOM FINISH NOTES: 1.DEPTHS ARE COMPACTED THICKNESS 2.SEE LANDSCAPE PLANS FOR CONCRETE SCORING AND JOINTING. 3.CEMENT CONCRETE SHALL BE CLASS 4000 #4 BARS AT 12" O.C. EACH WAY 2" CLR (TYP) On-Site Concrete Pavement 4NTS NOTES: DEPTHS ARE COMPACTED THICKNESS HMA CLASS 1/2" * COMPACTED CRUSHED SURFACING TOP COURSE COMPACTED CRUSHED SURFACING BASE COURSE 12" SAWCUT TACK AND MATCH EX ASPHALT FULL DEPTH EX UNDISTURBED PAVEMENT SUB-BASE MUST BE COMPACTED TO 95% MAX DENSITY PER ASTM D 1557 EXISTING ASPHALT COMPACTED STRUCTURAL FILL SUB-BASE (OR EXISTING SUBGRADE) PER GEOTECHNICAL ENGINEER 4" *2" 4" 12 " M I N 3" 4" 12 " M I N 2" *4" 12 " M I N HE A V Y D U T Y ST A N D A R D D U T Y WA L K / T R A C K COMPACTED SUBGRADE 95% ASTM D1557 COMPACTED CRUSHED SURFACING TOP COURSE CEMENT CONCRETE PAVEMENT PER PROJECT SPECIFICATION SECTION 321313 4" 4" BROOM FINISH NOTE: 1.DEPTHS ARE COMPACTED THICKNESS 2.CEMENT CONCRETE SHALL BE CLASS 3000 3.DUMMY JOINTS CONSISTING OF 3/16" BY 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT 15 FOOT INTERVALS 4.SEE LANDSCAPE PLANS FOR CONCRETE SCORING AND JOINTING. 1/4" EDGED GROOVE 2% SLOPE (1/4" DROP PER 1') On-Site Concrete Sidewalk 3NTS On-Site Asphalt Pavement 7NTS Gravel Path 8NTS Compost Amended Soil BMP T5.13 6NTS COMPACTED SUBGRADE (MIN 95% MAXIMUM DRY DENSITY) CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE 2" 4" NOTE: 1.DEPTHS ARE COMPACTED THICKNESS 24" MIN ASPHALT THICKENED EDGE 12"14" 4" MI N 2" MIN 1" MIN TAPERED EDGE FINISHED GRADE FINISHED LANDSCAPING GRADE ASPHALT PAVING SEE DETAIL SUBGRADE NOTE: 1.FINISHED GRADE OF LANDSCAPING SHALL BE 1" MINIMUM BELOW THE GRADE OF PAVEMENT SUCH THAT DEBRIS/PLANTINGS WILL NOT OBSTRUCT DRAINAGE FLOW Ethafoam Pad 1NTS Asphalt Thickened Edge 5NTS 5.5" 6.5" 6" PAVEMENT FACE OF CURB R1" R0.5" FINISH GRADE 8.25" 16 " 0.5" TOP OF CURB AT DRIVEWAY APPROACH NOTE: CONTRACTOR SHALL CONFORM TO WSDOT SPEC. 8-04.3 On-Site Vertical Curb 10NTS 12" (TYP) 12" (TYP) PE R P L A N NOTES: 1.STRIPING COLOR SHALL BE "WHITE" AND PAINTED PER PROJECT SPECIFICATIONS 2.STRIPING DIMENSIONS SHALL MEET MUTC SPECIFICATION 3B-18 AND FIGURE 3-14C. On-Site Crosswalk Striping 9NTS 5" 10" ASPHALT PAVEMENT SEE DETAIL FINISH GRADE R112" 6" 1" R11 2" R1" DEPTH OF THROUGH JOINT #3 (2'-8") EPOXY COATED REINFORCING BARS @ 2'-4" O.C. SEE NOTE 1 NOTE: 1.CONTRACTOR MAY USE EPOXY BONDING AGENT, IN PLACE OF #3 DEFORMED BARS. 2.CONTRACTOR SHALL CONFORM TO WSDOT SPEC. 8-04.3 2" 1" R1" C300 7 On-Site Extruded Curb 11NTS R-432624 TE D - 4 0 - 4 3 2 6 LE S S T H A N 1 2 " C L E A R NEW UTILITY NEW UTILITY EXPANDED POLYSTYRENE FOAM PAD CUT TO SUPPORT TOP PIPE ETHAFOAM PAD SHALL BE OUTSIDE PIPE DIAMETER X OUTSIDE PIPE DIAMETER X3 INCHES WHERE OUTSIDE DIAMETER REFERS TO THE LARGER PIPE R-432626 DEVELOPMENT ENGINEERING msippo 08/07/2025 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION SITE DETAILS INSTALL BOLLARD COVER ON ALL BOLLARDS SEE DETAIL 8/C302 Bollard Detail (Removeable)10NTS Bollard Detail (Non-Removeable)6NTS INSTALL BOLLARD COVER ON ALL BOLLARDS SEE DETAIL 8/C302 Parallel Curb Ramp 8NTS 2. 5 ' 3. 3 ' 3" 6"Ø SCH. 20 GALV. STEEL PIPE FILLED W/ CONCRETE FINISH GRADE PAVEMENT AS SHOWN ON PLANS NOTES: FIRE HYDRANTS: 1.LOCATE POSTS 3' FROM HYDRANT. DON'T BLOCK HYDRANT PORTS 2.PIPE TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL (SAME COLOR AS FIRE HYDRANT) FOR EXPOSED PORTION OF BOLLARD ONLY. PSE TRANSFORMER: 3.LOCATE POSTS 3' FROM FRONT AND BACK AND 18" FROM SIDES OF TRANSFORMER. 4.PIPE TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL - TRAFFIC YELLOW - FOR EXPOSED PORTION OF BOLLARD ONLY. 5.INSTALLATION OF GUARD POSTS MUST BE COMPLETED BEFORE THE PRIMARY CABLE IS INSTALLED AND ENERGIZED. FIXED BOLLARD CEMENT CONCRETE CLASS 3000 CONCRETE DOME TOP BACKFILL HOLES WITH CONCRETE EXISTING SUBGRADE COMPACTED TO 95% MAX DENSITY PER ASTM D 1557 6"6"6" Pipe Bollard 11NTS NOTE: NOT FOR FIRE ACCESS NOTE: NOT FOR FIRE ACCESS C D 3/16" B A A B DETECTABLE WARNING PATTERN AREA SHALL BE YELLOW, IN COMPLIANCE WITH WSDOT STANDARD SPEC. 8-14.3(3) A 1 5/8"2 3/8" B 5/8"1 1/2" C 7/16"3/4" D 7/8"1 7/16" MIN MAX Truncated Domes 12NTS T-432603 TR O - 4 1 - 4 3 2 6 T-432605 DEVELOPMENT ENGINEERING msippo 08/07/2025 R-432627 TE D - 4 0 - 4 3 2 6 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION SITE DETAILS Bollard Cover 8NTS Crosswalk and Stop Bar Pavement Markings and Notes 6NTS Perpendicular Curb Ramp 9NTS NOTE: NOT FOR FIRE ACCESS T-432604 TR O - 4 1 - 4 3 2 6 T-432606 DEVELOPMENT ENGINEERING msippo 08/07/2025 R-432628 TE D - 4 0 - 4 3 2 6 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION SITE DETAILS Cement Concrete Driveway Entrances and Notes and Details 6NTS Cement Concrete Sidewalk 7NTS Curb and Gutter Replacement 8NTS Cement Concrete Curbs 9NTS 4' (TYP) 1' SALVAGE AND REMOVE EX BRICK PAVER BANDS TO BE REINSTALLED AS REQUIRED TO CONSTRUCT NEW LIBRARY FOUNDATIONS. BRICKS ARE SAND SET AND SHALL BE PLACED ON A COMPACTED 1" MINIMUM SAND BEDDING (TYP) LIBRARY LIBRARY IMPROVEMENTS PER ARCH'L PLANS DIMENSIONS INDICATED ARE APPROXIMATE. CONTRACTOR SHALL VERIFY AND DOCUMENT EXISTING CONDITIONS PRIOR TO ANY DEMOLITION, SALVAGE, AND REPLACEMENT OF MATERIALS 1' (TYP) 9' - 1 " 5'-0" (TYP) REMOVE AND REPLACE EX CONCRETE SIDEWALK AS REQUIRED TO CONSTRUCT NEW LIBRARY FOUNDATIONS SEE DETAIL (TYP) COURTYARD DRAWING FROM ORIGINAL HAZEN HIGH SCHOOL PROJECT RECORD DRAWINGS DATED 1/11/1967 Existing Courtyard Revisions 10Scale: 1/8" = 1'-0" C300 3 KEYNOTE: 1.CONTRACTOR SHALL POTHOLE AND VERIFY EX EX AREA DRAIN AND PIPE LOCATION, DEPTH, AND SIZE, AND NOTIFY CIVIL ENGINEER WITH ELEVATION INFORMATION AND IF ANY CONFLICTS WITH PROPOSED FOUNDATIONS. 2.4" SD PER 1967 RECORD DRAWINGS. CONTRACTOR SHALL VERIFY PIPE LOCATION AND DEPTH PRIOR TO CONSTRUCTION OF PROPOSED LIBRARY FOUNDATIONS AND NOTIFY CIVIL ENGINEER AND ARCHITECT IF CONFLICTS. LEGEND FTG FTGFOOTING DRAIN STORM DRAINAGE PIPE SD INLET PROTECTION IP IP SD SD SD SD SD SD SD SD FT G FT G FT G FT G FT G FT G FT G FT G FT G FT G FT G INSTALL CB PROTECTION SEE DETAIL C110 7 1 2 4" PERFORATED FOOTING DRAIN SEE DETAIL C312 2 INSTALL ANTI-SEEP COLLAR AT PERF TO SOLID PIPE CONNECTION PRIOR TO TYING INTO EX AREA DRAIN SEE DETAIL C312 1 C303 9 SEE DETAIL T-432605 TR O - 4 1 - 4 3 2 6 T-432607 DEVELOPMENT ENGINEERING msippo 08/07/2025 R-432629 TE D - 4 0 - 4 3 2 6 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION SITE DETAILS Not Used 4NTS Not Used 3NTS Not Used 5NTS Single Direction Curb Ramp 1NTS Beam Guardrail Type 31 2NTS T-432606 TE D - 4 0 - 4 3 2 6 T-432608 TR O - 4 1 - 4 3 2 6 DEVELOPMENT ENGINEERING msippo 08/07/2025 R-432630 TE D - 4 0 - 4 3 2 6 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION DRAINAGE DETAILS Rectangular Frame 1NTS Rectangular Vaned Grate (Right -of-Way)2NTS Catch Basin Type II 3NTS Catch Basin Type I 4NTS Flow Control Structure 5NTS Typical Trench and Backfill 6NTS Pipe Zone Bedding and Compaction 7NTS StormTrap Vent Pipe Installation 8NTS R-432629 TE D - 4 0 - 4 3 2 6 VARIES PER PLANVARIES PER PLAN 12" VENTALATION PIPE INSTALL CLEANOUT COVER SEE DETAIL FINISHED GRADE VARIES PER PLAN 1'-6" C311 1 R-432631 StormTrap Vent Pipe Installation 8NTS DEVELOPMENT ENGINEERING msippo 08/07/2025 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION DRAINAGE DETAILS Storm Round Frame and Cover 2NTS Tee Section Shear Gate 3NTS Misc Details for Drainage Structures 7NTS Cleanout 1NTS Zoeller Sump Pump Model 57 Detail 5NTS SUMP AND PUMP, FOR PUMP INFORMATION SEE DETAIL C311 5 Sump Pump Detail Schematic 6NTS Not Used 4NTS R-432630 TE D - 4 0 - 4 3 2 6 R-432632 DEVELOPMENT ENGINEERING msippo 08/07/2025 12" SD IE OUT 470.36 COMPACTED SUBGRADE FINISHED SURFACE PER LANDSCAPE 77" 45 " BOTTOM OF EXCAVATION 469.50 BOTTOM OF CHAMBER 470.25 TOP OF CHAMBER 474.00 (TOP OF LIVE STORAGE) 9" DEAD STORAGE 6" FREEBOARD FIELD SECTION (PER LANDSCAPE) 6" 43 . 7 " L I V E S T O R A G E GEOTEXTILE FABRIC PER LANDSCAPE PLANS AND SPECS BOTTOM OF FIELD SECTION 475.00 PLAY SURFACE 477.00 1' GRAVEL MIRAFI 140N GEOTEXTILE FABRIC ABOVE IMPERVIOUS LINER PER MANUFACTURER SPECIFICATIONS 30 MIL PVC IMPERVIOUS LINER PER MANUFACTURER SPECIFICATIONS MIRAFI 180N GEOTEXTILE FABRIC BELOW IMPERVIOUS LINER PER MANUFACTURER SPECIFICATIONS LINER AND GEOTEXTILES TO EXTEND TO TOP OF GRAVEL ON ALL SIDES OF CHAMBER EXCAVATION 6" GRAVEL BASE BOTTOM OF DEAD STORAGE 443.50 BOTTOM OF VAULT 443.00 BOE 442.50 1' 6" DEAD STORAGE BOTTOM OF LIVE STORAGE 444.00 6" FREEBOARD TOP OF VAULT 454.00 TOP OF LIVE STORAGE 453.00 TOP OF FREEBOARD 453.50 9' L I V E ST O R A G E MAX FINISH GRADE 457.64 MIN FINISH GRADE 455.39 FINISH GRADE VARIES GRAVEL MIRAFI 140N GEOTEXTILE 30 MIL PVC LINER MIRAFI 180N GEOTEXTILE COMPACTED SUBGRADE PER LANDSCAPE SPECIFICATIONS CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION DRAINAGE DETAILS Rectangular Herringbone Grate (On-Site Only)8NTS Downspout Connection with Flush Cleanout 9NTS Modular Precast Vault Section (Baseball Field)10Scale: 1"=5' V. 1"=10' H StormTech MC-3500 Cross Section (Softball Field)6NTS OPEN DISCHARGE INTO DETENTION CHAMBER TRENCH SYNTHETIC TURF SECTION PER LANSCAPE PLANS FLATDRAIN LATERAL PER LANDSCAPE SUBDRAINAGE PLANS PROVIDE POSITIVE SUBGRADE SLOPE TO DETENTION CHAMBER Field Subdrainage Chamber Connection 11NTSVA R I E S P E R ST R U C T U R A L VARIES PER PLAN FFE PER PLAN 2" BUILDING WALL PER ARCH'L PLANS 3"x4" RECTANGULAR SHEET METAL DOWNSPOUT UNLESS OTHERWISE NOTED PER ARCH'L PLANS 14 " DEBRIS EVACUATOR (CLEANOUT) WITH SWING DOOR PER ARCH'L PIEDMONT (OR APPROVED EQUAL) STAINLESS STEEL 3"x4" RECTANGULAR DOWNSPOUT ADAPTER WITH RECTANGULAR TO ROUND BOTTOM TRANSITION FINISHED GRADE PER PLAN HARDSCAPE WHERE OCCURS PER PLAN 4" SD PER PLANS 4" SCHED 40 PVC ADAPTER 4" 45° OR 90° BEND PERF FOOTING DRAIN SEE DETAIL STORM TIGHTLINE PIPE PER PLANS 4" WYE PER PLANS NOTES: 1.DOWNSPOUT LOCATIONS ARE PER ARCHITECTURAL PLANS 2.PIEDMONT DOWNSPOUT ADAPTER AND 4" PVC ADAPTER TO BE INSTALLED PRIOR TO CONCRETE SETTING BLOCK BEING POURED AND BUILDING DOWNSPOUT CONNECTED. 4" PVC TEE 4" STORM DRAIN CLEANOUT FLUSH W/ FINISHED GRADE COMPACTED BACKFILL SLOPE MEETING GRADATION REQUIREMENTS FOR STRUCTURAL FILL (SEE NOTE 2) SLOPE TO DRAIN AWAY FROM STRUCTURE 6" BUILDING WALL. SEE STRUCTURAL PLANS GRAVEL BACKFILL FOR DRAINS PER PROJECT SPECIFICATIONS BUILDING FOOTING SEE STRUCTURAL PLANS 6" MIN 6" MIN 4" SDR 35 PVC PERF PIPE EXTERIOR USE ONLY CONNECT TO STORM CONVEYANCE SYSTEM. SURROUND W/ DRAIN ROCK AS SHOWN WRAP WITH NON-WOVEN SEPARATION FILTER FABRIC NOTES: 1.PIPE SHALL BE PLACED NO LOWER THAN 3" BELOW BOTTOM OF FOOTING 2.STRUCTURAL FILL SHALL MEET THE REQUIREMENTS OF SECTION 31 22 00 OF THE PROJECT SPECIFICATIONS Footing Drain with Filter Fabric 2NTS SECTION A-A PLAN VIEW UTILITY LINE (DIAMETER VARIES) A UT I L I T Y L I N E UT I L I T Y L I N E A GRADE TRENCH WIDTH ANTI-SEEP COLLAR 12 " 6" 12 " 6" 18 " TR E N C H DE P T H TRENCH WIDTH ANTI-SEEP COLLAR. CLASS B CONCRETE. Anti-Seep Collar 1NTS R-432631 TE D - 4 0 - 4 3 2 6 R-432633Field Subdrainage Chamber Connection 11NTS DEVELOPMENT ENGINEERING msippo 08/07/2025 SD A1 - CONTROL STRUCTURE 2' 2' 54" 12" SD OUTLET IE 444.00 12" SD INLET IE 444.00 SUPPORT (2 MIN.) SEE DETAIL 'A' SUPPORT (2 MIN.) SEE DETAIL 'A' LEVELING BRICK OR CONCRETE COLLAR AS NECESSARY 2' 0.5' OVERFLOW ELEVATION 453.00 ORIFICE 1 IE 442.00 1" SEE DETAIL 'B' ORIFICE 2 IE 449.40 0.875" = 7/8" SEE DETAIL 'D' 12" RISER PIPE RIM 455.09 TYPE 2 CATCH BASIN SEE DETAILS ORIFICE 3 IE 450.70 0.75" = 3/4" SEE DETAIL 'D' 12" SD INLET 12" SD OUTLET 1/2" RECTANGULAR WEIR 451.70 C310 3 C310 5 SD C1 - CONTROL STRUCTURE 2' 2' 54" 12" SD OUTLET IE 470.36 12" SD INLET IE 470.36 SUPPORT (2 MIN.) SEE DETAIL 'A' SUPPORT (2 MIN.) SEE DETAIL 'A' 2' 0.5' RECTANGULAR WEIR 473.05 ORIFICE 1 IE 468.36 0.875"= 7/8" SEE DETAIL 'B' ORIFICE 2 IE 471.98 0.5" = 1/2" SEE DETAIL 'D' 12" RISER PIPE RIM 476.84 OVERFLOW ELEVATION 474.00 TYPE 2 CATCH BASIN SEE DETAILS C310 3 C310 5 1/4" 12" SD OUTLET 12" SD INLET FLOW CONTROL STRUCTURE PVC PIPE & CROSS DEFORMED 38" STEEL ROD (SS OR ALUMINUM) LENGTH TO FIT WIRE ROPE CLIP (SS) CINCH ANCHOR FLOW CONTROL STRUCTURE NON-SHRINK GROUT 1'-0" MAX PVC PIPE STUB SHIELDED COUPLING GASKET (TYP) PVC ADAPTER W/ DOUBLE GASKET AND ADHESIVE BONDED SAND FINISH ON EXTERIOR, MIN 7" LONG CAULK SPACE BETWEEN PVC ADAPTER AND PIPE STUB CONTROL DEVICE ASSEMBLY TO BE REMOVABLE FROM INSIDE THE FCS SHEAR GATE SEE DETAIL 'C' 1' - 0 " INVERT PVC PIPE CROSS ORIFICE 1 DIAMETER* ORIFICE PLATE 4 1/2" NOTES: 1.PVC PIPE MUST BE SCHEDULE 40, PER ASTM 1785. 2.*CONSTRUCTION DRAWINGS MUST PROVIDE ELEVATION AND DIAMETER FOR ORIFICE 1 AND ORIFICE 2 AND DIMENSIONS AND ELEVATION FOR THE BOTTOM OF THE V-NOTCH WEIR AND ELEVATION FOR OVERFLOW. 3.FIELD CHANGES TO DETENTION PIPE INVERT AND SLOPE REQUIRE CONFIRMATION FROM THE ENGINEER OF RECORD THAT THE CONSTRUCTION DRAWING ELEVATIONS FOR THE FLOW CONTROL DEVICE ASSEMBLY STILL MEET THE DESIGN REQUIREMENTS. DETAIL A: PIPE SUPPORT DETAIL DETAIL B: CONNECTION & CONTROL DEVICE WELDED GATE ASSEMBLY TO PIPE LIFT GATE AND PIPE LIFT GATE CONTROL ROD NEOPRENE GASKET DETAIL C: LIFT GATE ASSEMBLY ORIFICE PLATE WELDED TO STUB ORIFICE ELBOW STAND PIPE WALL STUB WELDED TO STAND PIPE IE PER PLANS BAND ELBOW WITH REMOVABLE WATER TIGHT COUPLING 6" DETAIL D: SECONDARY ORIFICE CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION DRAINAGE DETAILS Not Used 5NTS Control Structure Details 1NTS Control Structure C1 (Softball Field)3Scale: 1"=2' Control Structure A1 (Baseball Field)2Scale: 1"=2' REFERENCE CITY OF RENTON CONTROL STRUCTURE DETAIL FOR ADDITIONAL INFORMATION SEE DETAIL 5/SHEET C310 REFERENCE CITY OF RENTON CONTROL STRUCTURE DETAIL FOR ADDITIONAL INFORMATION SEE DETAIL 5/SHEET C310 Not Used 4NTS R-432632 TE D - 4 0 - 4 3 2 6 R-432634 DEVELOPMENT ENGINEERING msippo 08/07/2025 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION DRAINAGE DETAILS MC-3500 StormTech 1NTS R-432633 TE D - 4 0 - 4 3 2 6 R-432635MC-3500 StormTech 1NTS DEVELOPMENT ENGINEERING msippo 08/07/2025 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION DRAINAGE DETAILS StormTrap Details 1NTSNOTE: VAULT PENETRATIONS FOR INLET AND OUTLET PIPES, AND ALL NECESSARY VENTS AND LIDS TO BE COORDINATED WITH STORMTRAP PRIOR TO ORDER PLACEMENT R-432635 TE D - 4 0 - 4 3 2 6 R-432636StormTrap Details 1NTS DEVELOPMENT ENGINEERING msippo 08/07/2025 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION DRAINAGE DETAILS StormTrap Details 1NTS R-432636 TE D - 4 0 - 4 3 2 6 StormTrap Details 1NTS R-432637 DEVELOPMENT ENGINEERING msippo 08/07/2025 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION DRAINAGE DETAILS Modular Wetland Structure SD A2 1NTS Modular Wetland Structure SD C2 2NTS CDS Seperator SD B2 4NTS Not Used 3NTS R-432637 TE D - 4 0 - 4 3 2 6 R-432638 DEVELOPMENT ENGINEERING msippo 08/07/2025 FIRE HYDRANT CONNECTION Scale: 1"=5' V. 1"=10' H 465 470 475 480 465 470 475 480 PROPOSED FIRE HYDRANT ASSEMBLY CO N N E C T I O N T O E X 10 " W A T E R M A I N (1 ) 1 0 X 6 " T E E ( M J x F L ) (1 ) 6 " G A T E V A L V E ( F L x M J ) W/ T H R U S T B L O C K I N G 32 LF 6" DI CL52 3.5' (ASSUMED) EX 15' WATER EASEMENT REC. NO. 20060303000926 NEW 15-FT WATER EASEMENT KC REC NO.___________ EX GRADE (TYP) CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION UTILITY DETAILS Tapping Tee 1NTS Fire Hydrant Assembly 2NTS Concrete Thrust Blocking 3NTS Connection To Water Main 4NTS Fire Hydrant Connection 7NTS W-432602 Fire Hydrant Assembly Pavement Marker 5NTS WT R - 2 7 - 4 3 2 6 Fire Hydrant Assembly Shear Block 6NTS Fire Hydrant Connection 7NTS W-432602 DEVELOPMENT ENGINEERING msippo 08/07/2025 R-432639 TE D - 4 0 - 4 3 2 6 GROUND SOURCE PIPING SCALE: 1" = 5' 455 460 465 470 475 455 460 465 470 475 EX GRADE EX SCHOOL BUILDING EX ELECTRICAL (RECORD) EX 15' WATER EASEMENT EX 10" COR WATER (RECORD) IE 457.98 PROPOSED 10" GROUND SOURCE PIPING ASSUMED EXISTING UTILITY ELEVATIONS. CONTRACTOR TO POTHOLE 5. 4 ' CONCRETE RETAINING WALL AND FOOTINGS INCLUDING TOP OF WALL ELEVATIONS SEE STRUCTURAL PLANS EX 10" COR WATER (PER CONTRACTOR) IE 457.98 1.26' UTILIZE ETHAFOAM PAD FOR CROSSINGS LESS THAN 12" SEE DETAIL C300 1 1.26' 0'-4" 4. 5 ' GROUND SOURCE PIPING CROWN 459.17 GROUND SOURCE PIPING CROWN 456.71 GROUND SOURCE PIPING CROWN 456.71 EX ELECTRICAL (RECORD) GROUND SOURCE PIPING IE 457.79 3'-2 1/4" GROUND SOURCE PIPING IE 458.31 EX 8" SEWER CROWN 457.23 EX 12" STORM CROWN 454.56 PROPOSED ELECTRICAL EX IRRIGATION (RECORD) IE 459.56 1'-1/4" BUILDING FACE ALONG PROPOSED ENCLOSURE SCALE: 1" = 5' 455 460 465 470 475 480 455 460 465 470 475 480 TOP OF HILL/STAIRCASE EX CONCRETE PAD AT MECHANICAL DOOR PROPOSED FENCING ENCLOSURE FOR ELECTRICAL YARD PER PLAN X X X 16' PROPOSED EXTENTS OF ELEC EQUIPMENT X X X EX GRADEWALL HEEL TO CONTINUE BEYOND THE STAIRS WALL HEEL TO CONTINUE BEYOND THE STAIRS CONCRETE RETAINING WALL AND FOOTING INCLUDING TOP OF WALL ELEVATIONS SEE STRUCTURAL PLANS CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION UTILITY PROFILES AND SECTIONS R-432639 TE D - 4 0 - 4 3 2 6 R-432640 DEVELOPMENT ENGINEERING msippo 08/07/2025 STORM PROFILE A Scale: 1"=5' V. 1"=20' H 425 430 435 440 445 450 455 460 465 425 430 435 440 445 450 455 460 465 STORM PROFILE B Scale: 1"=5' V. 1"=20' H 445 450 455 460 465 445 450 455 460 465 EX GRADE (TYP) EX GRADE (TYP)11 LF 12" PVC @ 2.3% SD B2 CB TYPE II - 48" CONTECH CDS2015-4-C RIM 456.03 IE 452.25 12"(IN)S IE 452.25 12"(OUT)NE SEE DETAIL SD B1 CB TYPE I RIM 456.06 IE 453.34 8"(IN)E IE 453.00 12"(OUT)N 32 LF 12" PVC @ 2.3% DETENTION OUTLET IE 444.00 DETENTION INLET IE 452.00 STORMTRAP MODULAR PRECAST DETENTION SYSTEM SEE SHEET C203 STORMTRAP MODULAR PRECAST DETENTION SYSTEM SEE SHEET C203 SD A5 CB TYPE I RIM 431.56 IE 428.54 12"(IN)E IE 428.54 12"(IN)S(EX) IE 428.54 12"(OUT)N(EX) SD A4 CB TYPE II - 48" RIM 434.84 IE 430.11 12"(IN)NE IE 430.11 12"(OUT)W SD A3 CB TYPE II - 48" RIM 455.51 IE 440.39 12"(IN)N IE 440.39 12"(OUT)SW SD A1 CB TYPE II - 54" RIM 455.09 IE 444.00 12"(IN)NE IE 444.00 12"(OUT)S 20 LF 12" PVC @ 0.0% 16 LF 12" PVC @ 10.0% 124 L F 1 2 " P V C @ 8 . 3 % SD A2 MODULAR WETLAND RIM 455.54 IE 443.76 12"(IN)N IE 442.26 12"(OUT)S SEE DETAIL C318 1 125 LF 12" PVC @ 1.5% 12 LF 12" PVC @ 2.0% 444 LF 8" PVC @ 1.4%8" SDCO RIM 461.26 IE 459.76 8"(OUT)W C318 4 BASEBALL FIELD UNDERDRAIN COLLECTOR PIPE PER LANDSCAPE PLANS 5.3' WE S T P R O P E R T Y L I N E (D U V A L L A V E N E ) EX CURB AND GUTTER EX ASPHALT PAVEMENT EX 8" STORM CONTRACTOR TO POTHOLE AND VERIFY UTILITY CROSSINGS PRIOR TO THE START OF STORM INSTALLATION AND NOTIFY ENGINEER OF CONFLICTS CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION DRAINAGE PROFILES R-432640 TE D - 4 0 - 4 3 2 6 R-432641 DEVELOPMENT ENGINEERING msippo 08/07/2025 STORM PROFILE C Scale: 1"=5' V. 1"=20' H 445 450 455 460 465 470 475 480 485 445 450 455 460 465 470 475 480 485 FINISHED GRADE (TYP) EX GRADE (TYP) 10 LF 12" PVC @ 5.0% SD C1 CB TYPE II - 54" RIM 476.84 IE 470.36 12"(IN)NE IE 470.36 12"(OUT)W W/ CONTROL STRUCTURE 30 LF 12" PVC @ 0.0% EX 8" SEWER IE 446.37 STORMTECH CHAMBERS MC-3500 SEE SHEET C205 12" DETENTION OUTLET IE 470.36 SD C2 MODULAR WETLAND RIM 476.56 IE 469.87 12"(IN)E IE 468.37 12"(OUT)W SEE DETAIL 32 LF 1 2 " PVC @ 5 . 8 % C318 2 SD C3 CB TYPE I RIM 471.37 IE 466.53 12"(IN)E IE 466.53 12"(OUT)S 31 LF 12" PVC @ 2.9% SD C4 CB TYPE I RIM 468.55 IE 465.62 12"(IN)N IE 465.62 12"(OUT)SW CONNECT TO EX SDMH IE 465.20 14 LF 12" PVC @ 2.9% SO U T H P R O P E R T Y L I N E (N E 1 0 T H S T R E E T ) 15.5' CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION DRAINAGE PROFILES R-432641 TE D - 4 0 - 4 3 2 6 R-432642 DEVELOPMENT ENGINEERING msippo 08/07/2025 HOQUIAM AVE. N.E. 10.8'40'8.9' 471.56(EX)471.95 DRIVEWAY TYPE C3 PER COR STANDARD PLAN 104 SEE DETAIL C303 6 TC 472.04 BC 471.54 TC 471.83 BC 471.33 TC 471.99 (EX) BC 471.49 (EX) TC 471.52 (EX) BC 471.02 (EX) 471.45 471.24 1. 2 % 1. 5 % 2.6% 2.5% 1. 5 % 1. 5 % 3.9% 3.5% 471 12 . 1 ' CHANNELIZATION ARROW SEE DETAIL (TYP) C302 6 STOP BAR SEE DETAIL C302 6PROTECT EX STOP SIGN AND POST CONCRETE CURB (TYP) PROTECT EX BUSES ONLY AND STUDENT DROP OFF / PICK UP SIGN AND POST ASPHALT PAVING (ARTERIAL STREET SECTION) SEE DETAIL C303 8 47 2 2. 0 % 14' 471.97(EX) 472.08(EX) 472.07 TC 471.49 (EX) BC 471.09 (EX) TC 471.83 (EX) BC 471.38 (EX) 25+00 24+50 N.E. 10TH ST. 9'30'5' DRIVEWAY TYPE C3 PER COR STANDARD PLAN 104 SEE DETAIL C303 6 475.25477.05 475.09476.32 TC 476.77 (EX) BC 476.27 (EX) TC 475.47 (EX) BC 474.97 (EX) TC 475.67 BC 475.17 TC 476.89 BC 476.39 5' 1. 5 % 1. 5 % 47 6 4 7 6 475 7.3% 7.1% 1. 5 % 1.8% 1. 5 % 1.7% PROTECT EX STOP SIGN AND POST CONCRETE CURB (TYP) ASPHALT PAVING (RESIDENTIAL STREET SECTION) SEE DETAIL C303 8 PROTECT EX STUDENT DROP OFF / PICK UP SIGN AND POST 477.56(EX) 477.42(EX) 2. 8 % 15' BC 474.77 (EX) TC 475.18 (EX) BC 476.53 (EX) TC 476.97 (EX) 474.74(EX) 474.56(EX) 3. 4 % 15' 47 5 12+0011+50 SD SD HOQUIAM AVE. N.E. 6.5'5'40'8.5' 472.76(EX) TC 472.92 BC 472.42 473.08(EX)473.01 TC 473.14 BC 472.64 472.55 TC 472.92 BC 472.42 472.33 DRIVEWAY TYPE C3 PER COR STANDARD PLAN 104 SEE DETAIL C303 6 BC 473.02(EX) 473.57(EX) 473.50(EX) 473.56 TC 473.46(EX) 2. 0 % 1. 5 % 4.0% 3.5% 1. 5 % 1. 5 % 3.1 % 2.8 % 1.6% 473 7. 9 ' STOP BAR SEE DETAIL C302 6 ASPHALT PAVING (ARTERIAL STREET SECTION) SEE DETAIL C303 8 HEAVY DUTY ASPHALT PAVING SEE DETAIL C300 7 PROTECT EX STUDENT DROP OFF / PICK UP SIGN AND POST CONCRETE CURB (TYP) 7.4% 7.4% TC 473.54 BC 473.04 TC 473.03 BC 472.53 TC 472.64 (EX) BC 472.16 (EX) TC 472.95 (EX) BC 472.46 (EX) 1.1% 1. 7 % RELOCATED STOP SIGN 23+00 N.E. 10TH ST. HO Q U I A M A V E . N . E . PARALLEL CURB RAMP SEE DETAIL C301 8 ASPHALT PAVING (ARTERIAL STREET SECTION) SEE DETAIL C303 8 NEW THERMOPLASTIC CROSSWALK STRIPING PER COR STANDARD PLAN 127 SEE DETAIL C302 6 6" CONCRETE VERTICAL CURB BC 472.81 (EX) 473.29(EX) TC 472.95 BC 472.45 TC 472.86 BC 472.36 472.40(EX) 472.32 472.42 0.8 % 0.8% 0.5% 0.8% 1 . 7 % 5 . 9 ' 1. 7 % TC 473.26 (EX) 1 1 ' 4. 9 ' 1 2 . 7 ' 6. 3 ' 2. 0 % 0 . 8 % 7 . 8 % 6. 6 % BC 471.98 (EX) TC 472.44 (EX) CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION DETAILED ROW IMPROVEMENTS Hoquiam Ave NE Driveway #2 3Scale: 1"=5' NE 10th St Driveway 1Scale: 1"=5' Hoquiam Ave NE Driveway #1 2Scale: 1"=5' HEAVY DUTY ASPHALT PAVING SEE DETAIL C300 7 HEAVY DUTY ASPHALT PAVING SEE DETAIL C300 7 STOP BAR SEE DETAIL C302 6 T-432607 East Ramp on Corner of Hoquiam AVE NE & NE 10th ST 4Scale: 1"=5' TR O - 4 1 - 4 3 2 6 T. East Ramp on Corner of Hoquiam AVE NE & NE 10th ST 4Scale: 1"=5' T-432609 DEVELOPMENT ENGINEERING msippo 08/07/2025 R-432643 TE D - 4 0 - 4 3 2 6 HOQUIAM AVE. N.E. 12'45'5' 455.04(EX) 459.39(EX) 458.32 TC 458.91 BC 458.41 TC 456.76 BC 456.26 DRIVEWAY TYPE C3 PER COR STANDARD PLAN 104 SEE DETAIL C303 6 TC 458.86 (EX) BC 458.36 (EX)TC 459.97 (EX) BC 459.47 (EX) 455.84 8.0% 6.9% 1. 5 % 1. 2 % 1. 0 % 6.9% 45 7 45 8 45 9 15 '458 459 457 CONNECT TO EX STORM 8" IE 454.85 PROTECT EX ATHLETIC FIELDS SIGN AND POST CONCRETE CURB (TYP) HEAVY DUTY ASPHALT PAVING SEE DETAIL C300 7 ASPHALT PAVING (ARTERIAL STREET SECTION) SEE DETAIL C303 8 TRUNCATED DOMES SEE DETAIL C301 12 STOP BAR SEE DETAIL C302 6 PROTECT EX STOP SIGN AND POST PROTECT EX SCHOOL SPEED LIMIT 20 SIGN AND POST PROTECT EX SOLAR POWERED FLASHER AND POST SD E1 CB TYPE I RIM 457.50 IE 454.85 8"SD(NE) PROTECT EX STREET NAME SIGN AND POST 1. 7 % 6.6% 455.51 TC 456.41 BC 455.91 455.57 9.3' 45 5 45 6 454.80(EX)TC 459.29 (EX) BC 458.81 (EX) 32+50 E E HOQUIAM AVE. N.E. 7'4'40'7.4' 469.33(EX) TC 469.59 BC 469.09 469.00 BC 469.63 BC 469.53 469.47 469.54 BC 469.60470.06(EX) 469.54 DRIVEWAY TYPE C3 PER COR STANDARD PLAN 104 SEE DETAIL C303 6 1. 5 % 1. 0 % 1. 0 % 0. 1 % 7.6% 7.4% 469.96(EX)469.88(EX) 6' TC 469.91 (EX) BC 469.41 (EX) TC 469.54 (EX) BC 469.04 (EX) 4.2% 3.2% 1. 5 % 1. 5 % 469 5. 7 ' 47 0 PROTECT EX DO NOT ENTER SIGN AND POST CONCRETE CURB (TYP) ASPHALT PAVING (ARTERIAL STREET SECTION) SEE DETAIL C303 8 NEW THERMOPLASTIC CROSSWALK STRIPING PER COR STANDARD PLAN 127 SEE DETAIL C302 6 TC 470.06 (EX) BC 469.63 (EX) TC 469.24 (EX) BC 468.76 (EX) 1.7% 1.7% 469.81(EX) 28+00 XX E E E E E E E E E E SD SD SD SD SD SD E E E E E E E E E E E E E E E E E 4 6 9 467 467 468.08 467.74466.62 467.28 4. 3 ' 18'8'6' 467.31 468.73 8.0% 1. 5 % 8.0% TC 468.65 BC 468.15 468.01 1. 5 % 467.21 TC 467.23 BC 466.73 0.5% 1. 5 % 0.5% 1. 5 % 1.5' N.E. 10TH ST. SEE SHEET C205 FOR PROPOSED STORM SYSTEM INFORMATION HEAVY DUTY ASPHALT PAVING SEE DETAIL C300 7 ASPHALT PAVING (RESIDENTIAL STREET SECTION) SEE DETAIL (TYP) C303 8 DRIVEWAY TYPE C3 PER COR STANDARD PLAN 104 SEE DETAIL C303 6 TYPE 13 GUARDRAIL PER WSDOT STD PLAN C20.10-09 SEE DETAIL C304 2 4. 1 % 7. 7 % GRADE BREAK 469 46 7 468 46 6 466 4 6 9 46 8 470 471 469.62(EX) BC 469.12 (EX) TC 469.57 (EX) 467.67 467.74 6+00 6+50 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION DETAILED ROW IMPROVEMENTS Hoquiam Ave NE Driveway #3 1Scale: 1"=5' Hoquiam Ave NE Driveway #4 2Scale: 1"=5' NE 10th St Track and Field Driveway 3Scale: 1"=5' STOP BAR SEE DETAIL C302 6 HEAVY DUTY ASPHALT PAVING SEE DETAIL C300 7 ASPHALT PAVING (RESIDENTIAL STREET SECTION) SEE DETAIL C303 8 T-432608 TR O - 4 1 - 4 3 2 6 T-432610 DEVELOPMENT ENGINEERING msippo 08/07/2025 R-432644 TE D - 4 0 - 4 3 2 6 N.E. 10TH ST. HO Q U I A M A V E . N . E . 6' 12 . 9 ' PARALLEL CURB RAMP SEE DETAIL C301 8 472.87(EX) 473.38 472.39 16 ' 7.8' 7.0% 5.1% 6" CONCRETE VERTICAL CURB 6.7 % 472.48 5.1 % 473 NEW THERMOPLASTIC CROSSWALK STRIPING PER COR STANDARD PLAN 127 SEE DETAIL C302 6 ASPHALT PAVING (ARTERIAL STREET SECTION) SEE DETAIL C303 8 1.5% 1 . 8 % 1. 2 % 0. 5 % 1.9 % 4.0 ' 1.5 % 473.47(EX)473.66(EX) 2.9% TC 473.01 BC 472.51 TC 472.95 BC 472.45 BC 472.90 (EX) TC 473.28 (EX) 15 ' BC 472.28 (EX) TC 472.79 (EX) E E E E E E E E E HO Q U I A M AV E . N . E . 469.72 469.58 8.2 ' 469.91 470.83(EX)470.89(EX) N.E. 11TH CT 470.02 TC 470.22 BC 469.72 TC 470.13 BC 469.63 ASPHALT PAVING (ARTERIAL STREET SECTION) SEE DETAIL C303 8 PERPENDICULAR CURB RAMP SEE DETAIL C302 9 NEW THERMOPLASTIC CROSSWALK STRIPING PER COR STANDARD PLAN 127 SEE DETAIL C302 6 CONCRETE CURB AND GUTTER AND ASPHALT PAVING (ARTERIAL STREET SECTION) SEE DETAIL C303 8 TC 470.11 0.0 % 0. 9 % 1.7% 1.6 % 4.6% 1.2% 8.5 ' 4.5 % 12 . 6 ' 8. 0 % 7. 9 % 1 . 5 % BC 469.95 7.8' 3.2% TC 469.83 BC 469.33 469.87(EX) 10 . 8 ' 470.73 470.66 1.6% BC 470.22 (EX) TC 470.71 (EX) BC 469.20 (EX) TC 469.62 (EX) TC 470.57 BC 470.07 4. 8 % CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION DETAILED ROW IMPROVEMENTS T-432609Not Used 11NTS Not Used 10NTS Not Used 9NTS Not Used 8NTS Not Used 4NTS Corner of NE 10TH & Hoquiam Ave NE 1Scale: 1"=5' Corner of NE 11TH CT & Hoquiam Ave NE 2Scale: 1"=5' TR O - 4 1 - 4 3 2 6 T-432611 DEVELOPMENT ENGINEERING msippo 08/07/2025 R-432645 TE D - 4 0 - 4 3 2 6 NE 10TH ST SECTION A SCALE: 1" = 10' 440 450 460 470 480 440 450 460 470 480 PR O P E R T Y L I N E PROPOSED STREET LIGHT (BEYOND) PROPOSED TREE (BEYOND) EX 12" STORM (RECORD) EX 8" SEWER (RECORD) EX GRADE (TYP) FINISHED GRADE (TYP) EX 2" GAS EX 4" GAS PROPOSED ELECTRICAL N. E . 1 0 T H S T . CE N T E R L I N E CONCRETE SIDEWALK SEE DETAIL C303 7 CURB AND GUTTER SEE DETAIL C303 8 NE 10TH ST SECTION B SCALE: 1" = 10' 440 450 460 470 480 490 440 450 460 470 480 490PROPOSED STREET LIGHT (BEYOND) EX 2" GAS EX 4" GAS EX 8" WATER EX 12" STORM (RECORD) N. E . 1 0 T H S T . CE N T E R L I N E EX 8" SEWER (RECORD) PROPOSED TREE (BEYOND) FINISHED GRADE (TYP) PROPOSED ELECTRICAL CONCRETE SIDEWALK SEE DETAIL C303 7 CURB AND GUTTER SEE DETAIL C303 8 EX 8" STORM NE 10TH ST SECTION C SCALE: 1" = 10' 440 450 460 470 480 440 450 460 470 480 PR O P E R T Y L I N E N. E . 1 0 T H S T . CE N T E R L I N E EX 2" GAS EX 4" GAS EX 8" WATER EX 12" STORM (RECORD) EX 8" SEWER (RECORD) PROPOSED ELECTRICAL HEAVY DUTY ASPHALT PAVING SEE DETAIL C300 7 DRIVEWAY TYPE C3 PER COR STANDARD PLAN 104 SEE DETAIL C303 6 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION ROW SECTIONS T-432610Not Used 9NTS Not Used 8NTS Not Used 7NTS Not Used 6NTS Not Used 5NTS Not Used 3NTS Section A 1Scale: 1"=10' Section B 2Scale: 1"=10' Section C 4Scale: 1"=10' TR O - 4 1 - 4 3 2 6 T-432612 DEVELOPMENT ENGINEERING msippo 08/07/2025 R-432646 TE D - 4 0 - 4 3 2 6 N.E. 10TH ST. ( A DEDICATED PUBLIC RIGHT OF WAY) E E E E E E E E E SUBSD SD E EE E E E E E E E E E E E E E E SDSDSDSDSDSDSDSDSD 47 04 6 9 471 467 467 4 5 5 460 465456457458459461462463464 466 3+00 4+00 5+00 6+00 7+00 8+00 3+50 4+50 5+50 6+50 7+50 8+50 MA T C H L I N E 8 + 5 0 NE 10TH ST Scale: 1"=5' V. 1"=20' H 445 450 455 460 465 470 475 480 485 490 445 450 455 460 465 470 475 480 485 490 4+00 5+00 6+00 7+00 8+00 PROPOSED BACK OF WALK (TYP) PROPOSED TOP OF CURB (TYP) PROPOSED FLOWLINE (TYP) EX CL GRADE PROPOSED BACK OF WALK (TYP) PROPOSED TOP OF CURB (TYP) PROPOSED FLOWLINE (TYP) CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION NE 10TH ST PROFILE T-432611 TR O - 4 1 - 4 3 2 6 SCALE 1"=20' 0 10 20 40 T-432613 DEVELOPMENT ENGINEERING msippo 08/07/2025 R-432647 TE D - 4 0 - 4 3 2 6 N.E. 10TH ST. ( A DEDICATED PUBLIC RIGHT OF WAY) ( A DEDICATED PUBLIC RIGHT OF WAY) 47 6 47 6 475 473 9+00 10+00 11+00 12+00 13+00 8+50 9+50 10+50 11+50 12+50 13+5020 + 0 0 20 + 5 0 MA T C H L I N E 8 + 5 0 NE 10TH ST Scale: 1"=5' V. 1"=20' H 445 450 455 460 465 470 475 480 485 490 445 450 455 460 465 470 475 480 485 490 PROPOSED BACK OF WALK (TYP) PROPOSED TOP OF CURB (TYP) PROPOSED FLOWLINE (TYP) EX CL GRADE 9+00 10+00 11+00 12+00 13+00 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G IN EER O S B O CAJA.DLAREJ C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 HAZEN HIGH SCHOOL MODERNIZATION NE 10TH ST PROFILE T-432612 TR O - 4 1 - 4 3 2 6 SCALE 1"=20' 0 10 20 40 T-432614 DEVELOPMENT ENGINEERING msippo 08/07/2025 R-432648 TE D - 4 0 - 4 3 2 6 E E E E EE SS GT GT GT GTGT GT GT GT E E E E E E E E GT GT GT GTGT GT GT GT E E E E E E E E E E E E E E E E E E E E E E E E E E EE E E E E E E EE E E E EEE E E E E E E E E EE E E E E E E E E E E EE E E E EEE E EEEEEEEE E E E E E E E E E SD SD SD SD SDSDSD 45 7 46 0 46 0 45 8 45 9 45 9 468 4 6 9 46 5 466 4 6 2 46 3 470 471 47 7 477 477 468 469 470 46 5461 46 2 46 3 464 46 6 467 468 469 468.10 468.11 468.11468.11 468.13 468.13 470.43 (EX) 470.62 (EX)470.29 (EX) 470.48 (EX)470.34 (EX) 470.23 (EX) 470.39 (EX) 470.38 (EX) 470.94 (EX) 470.34 (EX) 470.67 (EX) 470.61 (EX) 470.66 (EX)470.67 (EX) 470.64 (EX) 470.67 (EX) 470.46 (EX) 470.52 (EX) 467.72 468.07 467.99 (EX)467.95 (EX)467.92 (EX) 467.82 (EX) 467.72 (EX) 467.66 (EX)467.63 (EX) 467.59 (EX) 467.55 (EX) 467.41 (EX)467.97467.91 467.41 467.40 470.54 (EX) 457.64 (EX) 457.40 (EX) 457.54 (EX)456.89 (EX) 456.66 (EX) 456.31 (EX) 456.51 (EX) 456.55 (EX) 457.49 (EX) 457.42 (EX) 456.98 (EX) 456.86 (EX) 455.39 (EX) 455.88 (EX) 470.78 470.69(EX)470.57 (EX) 470.71 (EX) 470.56 (EX) 470.76 (EX) 470.66 (EX) 470.85 (EX) 470.86 (EX) 470.80 (EX)470.87 (EX) 471.67 (EX) 471.65 (EX) 471.18 (EX)471.17 (EX) 467.94 (EX) 467.94 (EX) 467.84 (EX) 467.89 (EX) 467.56 (EX) 467.51 (EX)467.43 (EX)467.46 (EX) 467.47 (EX) 467.54 (EX) 467.54 (EX)467.95 (EX)468.02 (EX) 469.29 (EX) 469.40 (EX) 469.77 (EX) 457.95(EX) 458.24(EX) 459.12(EX) 459.42(EX) 459.71(EX) 461.04(EX) 456.48(EX) 456.55(EX) 458.00(EX) 460.68(EX) 460.83(EX) 460.80(EX) 460.58(EX) 460.46(EX) 459.94(EX) 458.39(EX) 476.97(EX) 477.00(EX) 477.00(EX) 476.96(EX) 476.98 476.96 476.94 477.01(EX)476.99(EX) 476.93(EX) 470.65 470.95 (EX) 470.77 (EX) 470.73 (EX) 470.64 (EX) 470.52 470.66 470.43 (EX) 470.67 470.58 (EX) 470.75(EX) 470.84(EX) 470.79 (EX)470.76 (EX)470.77 (EX) 1.8 % 3.3 % 1.8 % 1.8 % 0.3%0.3%1.0 % 0.1 % 0.2% 0.4% 1.8 % 1.8 % 1.8 % 1.8 % 1.8 % 1.5 % C300 9 X X X X X X X X X X X E1 0 2 1 E1 0 3 1 E5 0 2 1 E5 0 2 1 E1 0 3 5 E1 0 2 3 E1 0 2 2 L103 L102 L101 L104 L105 L104 EE E EE E E E E E E E E E E E E E E EE E 45 9 457.95(EX) 458.24(EX) 459.12(EX) 459.42(EX) L102 GENERAL NOTES: SITE IMPROVEMENTS LEGEND IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 3 2 6 C2 4 0 0 5 7 7 1 HAZEN HIGH SCHOOL MODERNIZATIONCHOLPH G A N .75 EXP 4 0 26 STA T E SHIN L A N D S CAP NI A S A N O 3 ./1 7 /2 O F W A G T O N E A R C H I T E CT OVERALL LANDSCAPE PLAN & LEGEND 1" = 60' R-432649 N R-432649 DEVELOPMENT ENGINEERING msippo 08/07/2025 amorganroth 08/08/2025 CURRENT PLANNING E E E E E E E E E E E E E E E GTGTGTGT GT GT GT GT GT GT GT GT G T GT GT GT GT GT GT GT GT GT GT GT GT EEE E E E E E E E E E E E E E E EEE E E E E E E E E GTGTGTGT GT GT GT GT GT GT GT GT G T GT GT GT GT GT GT GT GT GT GT GT GT GT GTGTGT E E E E E E E E EEEE E E E E E E E E E E E E E E E E E E E E E E E E E E EE E E E E E E E E E E E E E EEEEEEEE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E SD SD SD SD SD SD SD SD SD SD SD SD SD 45 7 46 0 46 0 45 8 45 9 457.64 (EX) 457.40 (EX) 456.66 (EX) 456.31 (EX) 456.51 (EX) 456.55 (EX) 457.49 (EX) 457.42 (EX) 456.98 (EX) 456.86 (EX) 455.39 (EX) 455.88 (EX) 457.95(EX)459.42(EX) 459.71(EX) 461.04(EX) 456.48(EX) 456.55(EX) 458.00(EX) 460.68(EX) 460.83(EX) 460.80(EX) 460.58(EX) 460.46(EX) 459.94(EX) 458.39(EX) XX X X X X X X X XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X BASEBALL FIELD MATCHLINE - SEE SHEET L102 MATCHLINE - SEE SHEET L101 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 3 2 6 C2 4 0 0 5 7 7 1 HAZEN HIGH SCHOOL MODERNIZATIONCHOLPH G A N .75 EXP 4 0 26 STA T E SHIN L A N D S CAP NI A S A N O 3 ./1 7 /2 O F W A G T O N E A R C H I T ECT LANDSCAPE PLAN 1" = 20' R-432650 N R-432650 DEVELOPMENT ENGINEERING msippo 08/07/2025 amorganroth 08/08/2025 CURRENT PLANNING E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E 45 9 457.64 (EX) 457.40 (EX) 457.54 (EX)456.89 (EX) 456.98 (EX) 456.86 (EX) 457.95(EX) 458.24(EX) 459.12(EX) 459.42(EX) X MATCHLINE - SEE SHEET L102 MATCHLINE - SEE SHEET L101 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 3 2 6 C2 4 0 0 5 7 7 1 HAZEN HIGH SCHOOL MODERNIZATIONCHOLPH G A N .75 EXP 4 026 STA T E SHIN L A N D S CAP NI A S A N O 3 ./1 7 /2 O F W A G T O N E A R C H I T E CT LANDSCAPE PLAN 1" = 20' R-432651 N R-432651 DEVELOPMENT ENGINEERING msippo 08/07/2025 amorganroth 08/08/2025 CURRENT PLANNING E E E E E E E E E E E E E E E E E E E E E E E E EE E E E E E EEEEE EEEEE EEEE E E E E E EE E E E E E E E E E E E E E E E E E E E E E E E EE EEEEEEEEEEEEEE SD SD SD SDSDSDSDSDSDSDSDSD 4 6 9 46 5 466 4 6 2 4 6 3 470 471 477 477 46 546 1 46 2 46 3 46 4 46 6 46 7 468 469 476.97(EX) 477.00(EX) 477.00(EX) 476.96(EX) 476.98 476.99(EX) X X E1 0 3 1 FASTPITCH FIELD MA T C H L I N E - S E E S H E E T L 1 0 3 MA T C H L I N E - S E E S H E E T L 1 0 4 FASTPITCH NE 10TH ST IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 3 2 6 C2 4 0 0 5 7 7 1 HAZEN HIGH SCHOOL MODERNIZATIONCHOLPH G A N .75 EXP 4 026 ST A T E SHIN L A N D S CAP NI A S A N O 3 ./1 7 /2 O F W A G T O N E A R C H I T E CT LANDSCAPE PLAN 1" = 20' R-432652 N R-432652 DEVELOPMENT ENGINEERING msippo 08/07/2025 amorganroth 08/08/2025 CURRENT PLANNING E E E EEE E EEEEEEE EEE 47 7 477 476.96 476.94 477.01(EX) 476.93(EX) MA T C H L I N E - S E E S H E E T L 1 0 3 MA T C H L I N E - S E E S H E E T L 1 0 4 FASTPITCH FIELD NE 10TH ST HO Q U I A M A V E N E IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 3 2 6 C2 4 0 0 5 7 7 1 HAZEN HIGH SCHOOL MODERNIZATIONCHOLPH G A N .75 EXP 4 026 STA T E SHIN L A N D S CAP NI A S A N O 3 ./1 7 /2 O F W A G T O N E A R C H I T E CT LANDSCAPE PLAN 1" = 20' R-432653 N R-432653 DEVELOPMENT ENGINEERING msippo 08/07/2025 amorganroth 08/08/2025 CURRENT PLANNING W E E E E E E E E E E E E E 470.43 (EX) 470.62 (EX) 470.29 (EX) 470.48 (EX)470.34 (EX) 470.23 (EX) 470.39 (EX) 470.38 (EX) 470.94 (EX) 470.34 (EX) 470.67 (EX) 470.61 (EX) 470.66 (EX)470.67 (EX) 470.64 (EX) 470.67 (EX) 470.46 (EX) 470.52 (EX) 470.54 (EX) 470.78 470.69(EX)470.57 (EX) 470.71 (EX) 470.56 (EX) 470.76 (EX) 470.66 (EX) 470.85 (EX) 470.86 (EX) 470.80 (EX)470.87 (EX) 471.67 (EX) 471.65 (EX) 471.18 (EX)471.17 (EX) 470.65 470.95 (EX) 470.77 (EX) 470.73 (EX) 470.64 (EX) 470.52 470.66 470.43 (EX) 470.67 470.58 (EX) 470.75(EX) 470.84(EX) 470.79 (EX)470.76 (EX)470.77 (EX) 1. 8 % 3. 3 % 1. 8 % 1. 8 % 0.3%0.3%1. 0 % 0. 1 % 0.2% 0.4% 1. 8 % 1. 8 % 1. 8 % 1. 8 % 1. 8 % 1. 5 % C300 9 E1 0 2 3 SITE IMPROVEMENTS LEGEND GATE SCHEDULE SYMBOL QTY BOTANICAL / COMMON NAME SIZE CONDITION / REMARKS DECIDUOUS TREES 12 GINKGO BILOBA 'PNI 2720' PRINCETON SENTRY® MAIDENHAIR TREE MIN. 2" CAL., 8`-10` HT.B&B, WELL BRANCHED ABOVE 6` HT. SYMBOL QTY BOTANICAL / COMMON NAME SIZE CONDITION/REMARKS GROUND COVERS 16 CISTUS X HYBRIDUS WHITE ROCKROSE MIN. 1 GAL. CONTAINER 36" O.C. TRIANG. SPAC. LAWN 110,010 SF LAWN SEE SPECIFICATION PLANT SCHEDULE IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 3 2 6 C2 4 0 0 5 7 7 1 HAZEN HIGH SCHOOL MODERNIZATIONCHOLPH G A N .75 EXP 4 0 26 STA T E SHIN L A N D S CAP NI A S A N O 3 ./1 7 /2 O F W A G T O N E A R C H I T ECT LANDSCAPE PLAN & LEGEND 1" = 20' R-432654 N R-432654 DEVELOPMENT ENGINEERING msippo 08/07/2025 amorganroth 08/08/2025 CURRENT PLANNING X X X X X X X X X X X E E E E EE SS GT GT GT GTGT GT GT GT E E E E E E E E GT GT GT GTGT GT GT GT E E E E E E E E E E E E E E E E E E E E E E E E E E EE E E E E E E EE E E E EEE E E E E E E E E EE E E E E E E E E E E EE E E E EEE E E EEEEEEE E E E E E E E E E SD SD SD SD SDSDSD 45 7 46 0 46 0 45 8 45 9 45 9 468 4 6 9465466463464 470 471 468 469 470 47 7 477 477 465464 466 467 468 469 468.10 468.11 468.11468.11 468.13 468.13 470.43 (EX) 470.62 (EX)470.29 (EX) 470.48 (EX)470.34 (EX) 470.23 (EX) 470.39 (EX) 470.38 (EX) 470.94 (EX) 470.34 (EX) 470.67 (EX) 470.61 (EX) 470.66 (EX)470.67 (EX) 470.64 (EX) 470.67 (EX) 470.46 (EX) 470.52 (EX) 467.72 468.07 467.99 (EX)467.95 (EX)467.92 (EX) 467.82 (EX) 467.72 (EX) 467.66 (EX)467.63 (EX) 467.59 (EX) 467.55 (EX) 467.41 (EX)467.97467.91 467.41 467.40 470.54 (EX) 457.64 (EX) 457.40 (EX) 457.54 (EX)456.89 (EX) 456.66 (EX) 456.31 (EX) 456.51 (EX) 456.55 (EX) 457.49 (EX) 457.42 (EX) 456.98 (EX) 456.86 (EX) 455.39 (EX) 455.88 (EX) 470.78 470.69(EX)470.57 (EX) 470.71 (EX) 470.56 (EX) 470.76 (EX) 470.66 (EX) 470.85 (EX) 470.86 (EX) 470.80 (EX)470.87 (EX) 471.67 (EX) 471.65 (EX) 471.18 (EX)471.17 (EX) 467.94 (EX) 467.94 (EX) 467.84 (EX) 467.89 (EX) 467.56 (EX) 467.51 (EX)467.43 (EX) 467.46 (EX) 467.47 (EX) 467.54 (EX) 467.54 (EX)467.95 (EX) 468.02 (EX) 469.29 (EX) 469.40 (EX) 469.77 (EX) 457.95(EX) 458.24(EX) 459.12(EX) 459.42(EX) 459.71(EX) 461.04(EX) 456.48(EX) 456.55(EX) 458.00(EX) 460.68(EX) 460.83(EX) 460.80(EX) 460.58(EX) 460.46(EX) 459.94(EX) 458.39(EX) 476.97(EX) 477.00(EX) 477.00(EX) 476.96(EX) 476.98 476.96 476.94 477.01(EX)476.99(EX) 476.93(EX) 470.65 470.95 (EX) 470.77 (EX) 470.73 (EX) 470.64 (EX) 470.52 470.66 470.43 (EX) 470.67 470.58 (EX) 470.75(EX) 470.84(EX) 470.79 (EX) 470.76 (EX)470.77 (EX) 1.8 % 3.3 % 1.8 % 1.8 % 0.3%0.3%1.0 % 0.1 % 0.2% 0.4% 1.8 % 1.8 % 1.8 % 1.8 % 1.8 % 1.5 % C300 9 E1 0 2 1 E1 0 3 1 E5 0 2 1 E5 0 2 1 E1 0 3 5 E1 0 2 3 E1 0 2 2 L303 L302 L301 TTTT T T T T S E EE E E E E E E E E E E E E E E 45 9 458.24(EX) 459.12(EX) L302 IRRIGATION NOTES FOR CONNECTING TO EXISTING SYSTEM: IRRIGATION NOTES FOR NEW SYSTEM: IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 3 2 6 C2 4 0 0 5 7 7 1 HAZEN HIGH SCHOOL MODERNIZATIONCHOLPH G A N .75 EXP 4 026 ST A T E SHIN L A N D S CAP NI A S A N O 3 ./1 7 /2 O F W A G T O N E A R C H I T E CT OVERALL IRRIGATION PLAN 1" = 60' R-432655 N R-432655 DEVELOPMENT ENGINEERING msippo 08/07/2025 amorganroth 08/08/2025 CURRENT PLANNING X X X X X X X X XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X E E E E E E E E E E E E E GTGTGTGT GT GT GT GT GT GT GT GT G T GT GT GT GT GT GT GT GT GT GT GT GT EEE E E E E E E E E E E E E E E EEE E E E E E E E E GTGTGTGT GT GT GT GT GT GT GT GT G T GT GT GT GT GT GT GT GT GT GT GT GT GTGT E E E E EEEE E E E E E E E E E E E E E E E E E E E E E E E E E E EE E E E E E E E E E E E E E EEEEE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EEE E E E E E E E E SD SD SD SD SD SD SD SD SD SD SD SD SD 45 7 46 0 46 0 45 8 45 9 45 9 457.64 (EX) 457.40 (EX) 457.54 (EX)456.89 (EX) 456.66 (EX) 456.31 (EX) 456.51 (EX) 456.55 (EX) 457.49 (EX) 457.42 (EX) 456.98 (EX) 456.86 (EX) 455.39 (EX) 455.88 (EX) 457.95(EX)459.42(EX) 459.71(EX) 461.04(EX) 456.48(EX) 456.55(EX) 458.00(EX) 460.68(EX) 460.83(EX) 460.80(EX) 460.58(EX) 460.46(EX) 459.94(EX) 458.39(EX) BASEBALL FIELD MATCHLINE - SEE SHEET L302 MATCHLINE - SEE SHEET L301 S POINT OF CONNECTION CONTROLLER WIRELESS RAIN SENSOR IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 3 2 6 C2 4 0 0 5 7 7 1 HAZEN HIGH SCHOOL MODERNIZATIONCHOLPH G A N .75 EXP 4 0 26 STA T E SHIN L A N D S CAP NI A S A N O 3 ./1 7/2 O F W A G T O N E A R C H I T E CT IRRIGATION PLAN 1" = 20' R-432656 N R-432656 DEVELOPMENT ENGINEERING msippo 08/07/2025 amorganroth 08/08/2025 CURRENT PLANNING E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E 45 9 458.24(EX) 459.12(EX) MATCHLINE - SEE SHEET L302 MATCHLINE - SEE SHEET L301 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 3 2 6 C2 4 0 0 5 7 7 1 HAZEN HIGH SCHOOL MODERNIZATIONCHOLPH G A N .75 EXP 4 026 STA T E SHIN L A N D S CAP NI A S A N O 3 ./1 7 /2 O F W A G T O N E A R C H I T ECT IRRIGATION PLAN & DETAILS 1" = 20' R-432657 N QUICK COUPLER BOX1 HALF COMBOX NOTES: 1.SPORTFIELD SPECIALTIES HALF COMBOX (CBIT1815HD) WITH INFILL RETAINER SYSTEM FOR SYNTHETIC TURF APPLICATIONS. INSTALL PER MFR.'S RECOMMENDATIONS. 2 R-432657 DEVELOPMENT ENGINEERING msippo 08/07/2025 amorganroth 08/08/2025 CURRENT PLANNING E E E E EEE E EEEEEEEEEE EEEEEE EEEE E E E E E EE E E E E E E E E E E E E E E E E E E E E E E E E E E SD SD 470 471 47 7 477 477 476.97(EX) 477.00(EX) 477.00(EX) 476.96(EX) 476.98 476.96 476.94 477.01(EX)476.99(EX) 476.93(EX) FASTPITCH FIELD L303 NE 10TH ST MA T C H L I N E - SE E T H I S S H E E T X X E E E E E E E E E E E E E E E E E E E E E E E E SD SD SDSDSDSDSDSDSDSDSD 4 6 9465466463464 470 471 46 546 4 46 6 46 7 468 469 TTTT T T T T NE 10TH ST MA T C H L I N E - SE E T H I S S H E E T IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 3 2 6 C2 4 0 0 5 7 7 1 HAZEN HIGH SCHOOL MODERNIZATIONCHOLPH G A N .75 EXP 4 0 26 STA T E SHIN L A N D S CAP NI A S A N O 3 ./1 7 /2 O F W A G T O N E A R C H I T E CT IRRIGATION PLAN 1" = 20' R-432658 N R-432658 DEVELOPMENT ENGINEERING msippo 08/07/2025 amorganroth 08/08/2025 CURRENT PLANNING SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI DETAIL SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI GPM RADIUS DETAIL IRRIGATION SCHEDULE 1 NUMBER MODEL SIZE TYPE GPM DESIGN PSI PRECIP VALVE SCHEDULE 1 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL S T IRRIGATION SCHEDULE 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 3 2 6 C2 4 0 0 5 7 7 1 HAZEN HIGH SCHOOL MODERNIZATIONCHOLPH G A N .75 EXP 4 0 26 STA T E SHIN L A N D S CAP NI A S A N O 3 ./1 7 /2 O F W A G T O N E A R C H I T ECT IRRIGATION SCHEDULE & DETAILS 1" = 20' R-432659 POINT OF CONNECTION - WITH DOUBLE CHECK VALVE1 R-432659 DEVELOPMENT ENGINEERING msippo 08/07/2025 amorganroth 08/08/2025 CURRENT PLANNING E E E E E E E E E E E E E E E E E E E E E E E E E E EE E E E E E E E E E E E E E E E E E E 460.68(EX) 460.83(EX) 460.80(EX) S IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 3 2 6 C2 4 0 0 5 7 7 1 HAZEN HIGH SCHOOL MODERNIZATIONCHOLPH G A N .75 EXP 4 026 STA T E SHIN L A N D S CAP NI A S A N O 3 ./1 7 /2 O F W A G T O N E A R C H I T E CT IRRIGATION DETAILS 1" = 20' MANUAL DRAIN VALVE3 QUICK COUPLER VALVE4 REMOTE CONTROL VALVE - WITH SHUT-OFF6 R-432660 POC PLAN ENLARGEMENT1 IRRIGATION CONTROLLER (EXTERIOR PEDESTAL)2 FLOW SENSOR5 R-432660 DEVELOPMENT ENGINEERING msippo 08/07/2025 amorganroth 08/08/2025 CURRENT PLANNING IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 3 2 6 C2 4 0 0 5 7 7 1 HAZEN HIGH SCHOOL MODERNIZATIONCHOLPH G A N .75 EXP 4 026 ST A T E SHIN L A N D S CAP NI A S A N O 3 ./1 7 /2 O F W A G T O N E A R C H I T E CT IRRIGATION DETAILS 1" = 20' LARGE ROTOR IRRIGATION HEAD1 TEMPORARY TREE IRRIGATION3 R-432661 PIPE TRENCHING AND BACKFILL4 IRRIGATION HEAD2 ISOLATION / SHUT-OFF VALVE5 RAIN SENSOR6 R-432661 DEVELOPMENT ENGINEERING msippo 08/07/2025 amorganroth 08/08/2025 CURRENT PLANNING SYNTHETIC TURF EDGE ANCHOR AT BASEBALL/SOFTBALL3 SYNTHETIC TURF EDGE ANCHOR AT EXISTING PAVING4 SYNTHETIC TURF ABOVE STORM SYSTEM ABOVE SUBGRADE 5 ARCHITECTUREINTEGRUS&YGHOF COLLABORATIONA Job No.: Drawn By: Checked by: Date: 1 1 7 S O U T H M A I N S T R E E T , S U I T E 1 0 0 , S E A T T L E , W A . 9 8 1 0 4 T E L E P H O N E : ( 2 0 6 ) 6 2 8 - 3 1 3 7 F A X : ( 2 0 6 ) 6 2 8 - 3 1 3 8 22318.00 AM, AJ, IL, TY NH 06.16.25 RE N T O N S C H O O L D I S T R I C T 11 0 1 H O Q U I A M A V E N E R E N T O N , W A 9 8 0 5 9 CONFORMED SET HA Z E N H I G H S C H O O L M O D E R N I Z A T I O N Revisions #Date Description 1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landFora Landscape ArchitectsCHOLPHGAN.75 EXP 4 0 26STATESHINLANDSCAPNIASANO3./1 7 /2OFWA GTONEARCHITECT 4'-6' HT. CHAIN LINK FENCE1 DOUBLE SWING CHAIN LINK GATE2 L400 LANDSCAPE DETAILS IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 3 2 6 C2 4 0 0 5 7 7 1 HAZEN HIGH SCHOOL MODERNIZATIONCHOLPH G A N .75 EXP 4 0 26 STA T E SHIN L A N D S CAP NI A S A N O 3 ./1 7 /2 O F W A G T O N E A R C H I T ECT N/A LANDSCAPE DETAILS R-432662 300 OUTFIELD SIGN6 R-432662 DEVELOPMENT ENGINEERING msippo 08/07/2025 amorganroth 08/08/2025 CURRENT PLANNING ARCHITECTUREINTEGRUS&YGHOF COLLABORATIONA Job No.: Drawn By: Checked by: Date: 1 1 7 S O U T H M A I N S T R E E T , S U I T E 1 0 0 , S E A T T L E , W A . 9 8 1 0 4 T E L E P H O N E : ( 2 0 6 ) 6 2 8 - 3 1 3 7 F A X : ( 2 0 6 ) 6 2 8 - 3 1 3 8 22318.00 AM, AJ, IL, TY NH 06.16.25 RE N T O N S C H O O L D I S T R I C T 11 0 1 H O Q U I A M A V E N E R E N T O N , W A 9 8 0 5 9 CONFORMED SET HA Z E N H I G H S C H O O L M O D E R N I Z A T I O N Revisions #Date Description 1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landFora Landscape ArchitectsCHOLPHGAN.75 EXP 4 026STATESHINLANDSCAPNIASANO3./1 7 /2OFWA GTONEARCHITECT L401 LANDSCAPE DETAILS IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 3 2 6 C2 4 0 0 5 7 7 1 HAZEN HIGH SCHOOL MODERNIZATIONCHOLPH G A N .75 EXP 4 0 26 STA T E SHIN L A N D S CAP NI A S A N O 3 ./1 7/2 O F W A G T O N E A R C H I T E CT LANDSCAPE DETAILS N/A BASE ANCHOR AT SYNTHETIC TURF1 R-432663 HOME PLATE AT SYNTHETIC TURF2 PITCHERS RUBBER AT SYNTHETIC TURF4 L401 1 L401 1 L401 3 L401 2 BASE LAYOUT3 FOUL POLE5 R-432663 DEVELOPMENT ENGINEERING msippo 08/07/2025 amorganroth 08/08/2025 CURRENT PLANNING □ □ □ T E E E E EE SS GT GT GT GTGT GT GT GT E E E E E E E E GT GT GT GTGT GT GT GT E E E E E E E E E E E E E E E E E E E E E E E E E E EE E E E E E E EE E E E E EE E E E E E E E E EE E E EE E E E E E E E E E E E EE E E E EEE E E EEEEEEE E E E E E E E E E SD SD SD SD SDSDSD 5' PAINTED "WHITE" PEDESTRIAN PATHWAY STRIPING SEE DETAIL 8' PAINTED "WHITE" CROSSWALK STRIPING SEE DETAIL 8.7 ' 2'1.5' 45 7 46 0 46 0 45 8 45 9 45 9 468 46 9 465 466 46 2 46 3 470 471 47 7 477 477 468 469 470 465461 46 2 46 3 464 46 6 46 7 468 469 468.10 468.11 468.11468.11 468.13 468.13 470.43 (EX) 470.62 (EX)470.29 (EX) 470.48 (EX)470.34 (EX) 470.23 (EX) 470.39 (EX) 470.38 (EX) 470.94 (EX) 470.34 (EX) 470.67 (EX) 470.61 (EX) 470.66 (EX)470.67 (EX) 470.64 (EX) 470.67 (EX) 470.46 (EX)470.52 (EX) 467.72 468.07 467.99 (EX)467.95 (EX)467.92 (EX) 467.82 (EX) 467.72 (EX) 467.66 (EX)467.63 (EX) 467.59 (EX) 467.55 (EX) 467.41 (EX)467.97467.91 467.41 467.40 470.54 (EX) 457.64 (EX) 457.40 (EX) 457.54 (EX) 456.89 (EX) 456.66 (EX) 456.31 (EX) 456.51 (EX) 456.55 (EX) 457.49 (EX) 457.42 (EX) 456.98 (EX) 456.86 (EX) 455.39 (EX) 455.88 (EX) 470.78 470.69(EX)470.57 (EX) 470.71 (EX) 470.56 (EX) 470.76 (EX) 470.66 (EX) 470.85 (EX) 470.86 (EX) 470.80 (EX)470.87 (EX) 471.67 (EX) 471.65 (EX) 471.18 (EX)471.17 (EX) 467.94 (EX) 467.94 (EX) 467.84 (EX) 467.89 (EX) 467.56 (EX) 467.51 (EX) 467.43 (EX)467.46 (EX) 467.47 (EX) 467.54 (EX) 467.54 (EX)467.95 (EX)468.02 (EX) 469.29 (EX) 469.40 (EX) 469.77 (EX) 457.95(EX) 458.24(EX) 459.12(EX) 459.42(EX) 459.71(EX) 461.04(EX) 456.48(EX) 456.55(EX) 458.00(EX) 460.68(EX) 460.83(EX) 460.80(EX) 460.58(EX) 460.46(EX) 459.94(EX) 458.39(EX) 476.97(EX) 477.00(EX) 477.00(EX) 476.96(EX) 476.98 476.96 476.94 477.01(EX)476.99(EX)476.93(EX) 470.65 470.95 (EX) 470.77 (EX) 470.73 (EX) 470.64 (EX) 470.52 470.66 470.43 (EX) 470.67 470.58 (EX) 470.75(EX) 470.84(EX)470.79 (EX) 470.76 (EX)470.77 (EX)1.8 % 3.3 % 1.8 % 1.8 % 0.3%0.3%1.0 % 0.1 % 0.2% 0.4% 1.8 % 1.8 % 1.8 % 1.8 % 1.8 % 1.5 % C300 9 NE 10TH ST NE 10TH STNE 10TH ST X X X X X X X X X X X E1 0 2 1 E1 0 3 1 E5 0 2 1 E5 0 2 1 E1 0 3 5 E1 0 2 3 E1 0 2 2 HAZEN HIGH SCHOOL CO L502 L501 SUBDRAINAGE NOTES IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 3 2 6 C2 4 0 0 5 7 7 1 HAZEN HIGH SCHOOL MODERNIZATIONCHOLPH G A N .75 EXP 4 0 26 STA T E SHIN L A N D S CAP NI A S A N O 3 ./1 7 /2 O F W A G T O N E A R C H I T ECT L500 OVERALL SUBDRAINAGE PLAN OVERALL SUBDRAINAGE PLAN 1" = 60' ARCHITECTUREINTEGRUS&YGHOF COLLABORATIONA Job No.: Drawn By: Checked by: Date: 1 1 7 S O U T H M A I N S T R E E T , S U I T E 1 0 0 , S E A T T L E , W A . 9 8 1 0 4 T E L E P H O N E : ( 2 0 6 ) 6 2 8 - 3 1 3 7 F A X : ( 2 0 6 ) 6 2 8 - 3 1 3 8 22318.00 AM, AJ, IL, TY NH 06.16.25 RE N T O N S C H O O L D I S T R I C T 11 0 1 H O Q U I A M A V E N E R E N T O N , W A 9 8 0 5 9 CONFORMED SET HA Z E N H I G H S C H O O L M O D E R N I Z A T I O N Revisions #Date Description 1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landFora Landscape ArchitectsCHOLPHGAN.75 EXP 4 0 26STATESHINLANDSCAPNIASANO3./1 7 /2OFWA GTONEARCHITECT R-432664 N R-432664 DEVELOPMENT ENGINEERING msippo 08/07/2025 E E E E E E E E E E E E E GTGTGTGT GT GT GT GT GT GT GT GT G T GT GT GT GT GT GT GT GT GT GT GT GT EEE E E E E E E E E E E E E E E EEE E E E E E E E E GTGTGTGT GT GT GT GT GT GT GT GT G T GT GT GT GT GT GT GT GT GT GT GT GT GTGT E E E E EEEEEE E E E E E E E E E E E E E E E E E E E E E E E E EE E E E E E E E E E E E E E E EE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EE E E E E E E E E E E E E E E E E E E E E E E E E E EEEE E E E E E E E E E E E E SD SD SD SD SD SD SD SD SD SD 45 7 46 0 46 0 45 8 45 9 45 9 457.64 (EX) 457.40 (EX) 457.54 (EX) 456.89 (EX) 456.66 (EX) 456.31 (EX) 456.51 (EX) 456.55 (EX) 457.49 (EX) 457.42 (EX) 456.98 (EX) 456.86 (EX) 455.39 (EX) 455.88 (EX) 457.95(EX) 458.24(EX) 459.12(EX) 459.42(EX) 459.71(EX) 461.04(EX) 456.48(EX) 456.55(EX) 458.00(EX) 460.68(EX) 460.83(EX) 460.80(EX) 460.58(EX) 460.46(EX) 459.94(EX) 458.39(EX) X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X CO 5 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 3 2 6 C2 4 0 0 5 7 7 1 HAZEN HIGH SCHOOL MODERNIZATIONCHOLPH G A N .75 EXP 4 026 STA T E SHIN L A N D S CAP NI A S A N O 3 ./1 7 /2 O F W A G T O N E A R C H I T E CT L501 SUBDRAINAGE PLAN 1" = 20' ARCHITECTUREINTEGRUS&YGHOF COLLABORATIONA Job No.: Drawn By: Checked by: Date: 1 1 7 S O U T H M A I N S T R E E T , S U I T E 1 0 0 , S E A T T L E , W A . 9 8 1 0 4 T E L E P H O N E : ( 2 0 6 ) 6 2 8 - 3 1 3 7 F A X : ( 2 0 6 ) 6 2 8 - 3 1 3 8 22318.00 AM, AJ, IL, TY NH 06.16.25 RE N T O N S C H O O L D I S T R I C T 11 0 1 H O Q U I A M A V E N E R E N T O N , W A 9 8 0 5 9 CONFORMED SET HA Z E N H I G H S C H O O L M O D E R N I Z A T I O N Revisions #Date Description 1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landFora Landscape ArchitectsCHOLPHGAN.75 EXP 4 0 26STATESHINLANDSCAPNIASANO3./1 7/2OFWA GTONEARCHITECT SUBDRAINAGE PLAN R-432665 N R-432665 N DEVELOPMENT ENGINEERING msippo 08/07/2025 E E E EEE E EEEEEEEEEE EEEEEE EEEE E E E E E E E E E E E SD 47 7 477 477 476.97(EX) 477.00(EX) 477.00(EX) 476.96(EX) 476.98 476.96 476.94 477.01(EX)476.99(EX)476.93(EX) NE 10TH ST SUBDRAINAGE LEGEND CO IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 3 2 6 C2 4 0 0 5 7 7 1 HAZEN HIGH SCHOOL MODERNIZATIONCHOLPH G A N .75 EXP 4 0 26 STA T E SHIN L A N D S CAP NI A S A N O 3 ./1 7 /2 O F W A G T O N E A R C H I T E CT L502 SUBDRAINAGE PLAN SUBDRAINAGE PLAN 1" = 20' ARCHITECTUREINTEGRUS&YGHOF COLLABORATIONA Job No.: Drawn By: Checked by: Date: 1 1 7 S O U T H M A I N S T R E E T , S U I T E 1 0 0 , S E A T T L E , W A . 9 8 1 0 4 T E L E P H O N E : ( 2 0 6 ) 6 2 8 - 3 1 3 7 F A X : ( 2 0 6 ) 6 2 8 - 3 1 3 8 22318.00 AM, AJ, IL, TY NH 06.16.25 RE N T O N S C H O O L D I S T R I C T 11 0 1 H O Q U I A M A V E N E R E N T O N , W A 9 8 0 5 9 CONFORMED SET HA Z E N H I G H S C H O O L M O D E R N I Z A T I O N Revisions #Date Description 1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landFora Landscape ArchitectsCHOLPHGAN.75 EXP 4 0 26STATESHINLANDSCAPNIASANO3./1 7 /2OFWA GTONEARCHITECT R-432666 N R-432666 DEVELOPMENT ENGINEERING msippo 08/07/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 3 2 6 C2 4 0 0 5 7 7 1 HAZEN HIGH SCHOOL MODERNIZATIONCHOLPH G A N .75 EXP 4 0 26 STA T E SHIN L A N D S CAP NI A S A N O 3 ./1 7 /2 O F W A G T O N E A R C H I T E CT SUBDRAINAGE DETAILS 1" = 20' TRACK AND FIELD SUBSURFACE SECTION - NORTH-SOUTH1 MULTI-FLOW SUBDRAIN SECTION2 LATERAL TO COLLECTOR CONNECTION3 TIGHTLINE COLLECTOR SECTION4 CLEANOUT AT BASEBALL FIELD FENCE5 ARCHITECTUREINTEGRUS&YGHOF COLLABORATIONA Job No.: Drawn By: Checked by: Date: 1 1 7 S O U T H M A I N S T R E E T , S U I T E 1 0 0 , S E A T T L E , W A . 9 8 1 0 4 T E L E P H O N E : ( 2 0 6 ) 6 2 8 - 3 1 3 7 F A X : ( 2 0 6 ) 6 2 8 - 3 1 3 8 22318.00 AM, AJ, IL, TY NH 06.16.25 RE N T O N S C H O O L D I S T R I C T 11 0 1 H O Q U I A M A V E N E R E N T O N , W A 9 8 0 5 9 CONFORMED SET HA Z E N H I G H S C H O O L M O D E R N I Z A T I O N Revisions #Date Description 1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landFora Landscape ArchitectsCHOLPHGAN.75 EXP 4 0 26STATESHINLANDSCAPNIASANO3./1 7 /2OFWA GTONEARCHITECT L503 SUBDRAINAGE DETAILS R-432667 R-432667 DEVELOPMENT ENGINEERING msippo 08/07/2025 T J CLNG J J 1 E-001 SECTION IDENTIFIER REVISION TAG DETAIL OR DRAWING IDENTIFIER EQUIPMENT IDENTIFIER SHEET NOTE RACEWAY SYMBOLS REFERENCE SYMBOLS EXISTING ELECTRICAL WORK NEW ELECTRICAL WORK ENLARGED PLAN BORDER MATCHLINE ITEM TO BE REMOVED AREA NOT IN CONTRACT CONDUIT IN CEILING OR WALL CONDUIT IN FLOOR OR BELOW GRADE HOME RUN TO BRANCH CIRCUIT PANELBOARD 4PN-102/1,3,5 DIAGRAM SYMBOLS POWER SYMBOLS GF M CIRCUIT BREAKER GROUND FAULT RELAY METER TRANSFORMER GROUND CURRENT TRANSFORMER CABLE TRAY - LADDER TYPE LIGHTING SYMBOLS JUNCTION BOX JUNCTION BOX CEILING JUNCTION BOX FLOOR TRANSFORMER SAFETY DISCONNECT SWITCH (FUSED) PANELBOARD EQUIPMENT CONNECTION. REFER TO MOTOR AND EQUIPMENT SCHEDULE FOR REQUIREMENTS 1 1 E-001 AHU-XXX E3.1 MATCHLINE ARROW SPD TVSS SURGE PROTECTIVE DEVICE TRANSIENT VOLTAGE SURGE SUPPRESSOR TRANSFER SWITCH FAULT CURRENT TAG FUSED SWITCH SINGLE POLE SINGLE THROW SWITCH FUSE 1 NORTH ARROW XX.XKAIC SITE LIGHT POLE SAFETY DISCONNECT SWITCH (NON-FUSED) ELECTRICAL SHEET LIST E001 ELECTRICAL LEGEND E002 ELECTRICAL ABBREVIATIONS AND NOTES E101 ELECTRICAL SITE PLAN - STREET LIGHTING N.E. 10TH ST. E102 ELECTRICAL SITE PLAN - RRFB - HOQUIAM AVE. N.E. E901 ELECTRICAL DETAILS E902 ELECTRICAL DETAILS E903 ELECTRICAL DETAILS E904 ELECTRICAL DETAILS E905 ELECTRICAL DETAILS RECTANGULAR RAPID FLASHING BEACON ELECTRICAL LEGEND E001 65 OF 73 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HAZEN HIGH SCHOOL MODERNIZATION C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 TR O - 4 1 - 4 3 2 6 T-432608 ELECTRICAL LEGEND NONE 02.21.2025 E001 65 OF 7368 OF 76 T-432613 07.11.25 T-432615 condition of approval: electrical plans sheets 68-76 not approved. revised design change for electrical/lighting/rrfb plans shall be submitted to city project manager(s) meeting city plan requirements such as corrected lighting luminaire schedule, wiring diagram, wiring schedule, foundation calculations and professional engineer's stamp. see condition regarding rrfb calculation. please contact city project manager michael Sippo at 425-430-7298 (msippo@rentonwa.gov) to schedule a meeting to discuss plan requirements and rrfb design and configuration. ABBREVIATIONS: 1P 1 POLE (2P, 3P, 4P, ETC.) A AMPERE AC ABOVE COUNTER ACLG ABOVE CEILING ADO AUTOMATIC DOOR OPENER AF AMP FRAME AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFI ARC FAULT CIRCUIT INTERRUPTER AHU AIR HANDLING UNIT AL ALUMINUM ALT ALTERNATE AMP AMPERE AMPL AMPLIFIER ANNUN ANNUNCIATOR APPROX APPROXIMATELY AQ-STAT AQUASTAT ARCH ARCHITECT, ARCHITECTURAL AS AMP SWITCH AT AMP TRIP ATS AUTOMATIC TRANSFER SWITCH AUTO AUTOMATIC AUX AUXILIARY AV AUDIO VISUAL AWG AMERICAN WIRE GAUGE BATT BATTERY BD BOARD BLDG BUILDING BMS BUILDING MANAGEMENT SYSTEM C CONDUIT CAB CABINET CAT CATALOG CATV CABLE TELEVISION CB CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION CCT CIRCUIT CLG CEILING COMB COMBINATION CMPR COMPRESSOR CONN CONNECTION CONST CONSTRUCTION CONT CONTINUATION OR CONTINUOUS CONTR CONTRACTOR CONV CONVECTOR CP CIRCULATING PUMP CRT CATHODE-RAY TUBE CT CURRENT TRANSFORMER CTR CENTER CU COPPER DCP DOMESTIC WATER CIRCULATING PUMP DEPT DEPARTMENT DET DETAIL DIA DIAMETER DISC DISCONNECT DIST DISTRIBUTION DN DOWN DPR DAMPER DS SAFETY DISCONNECT SWITCH DT DOUBLE THROW DWG DRAWING EC ELECTRICAL CONTRACTOR ELEC ELECTRIC, ELECTRICAL ELEV ELEVATOR ELU EMERGENCY LIGHTING UNIT EM EMERGENCY EMS ENERGY MANAGEMENT SYSTEM EMT ELECTRICAL METALLIC TUBING EP ELECTRIC PNEUMATIC EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER EXIST EXISTING EXH EXHAUST EXP EXPLOSION PROOF FA FIRE ALARM FABP FIRE ALARM BOOSTER POWER FACP FIRE ALARM CONTROL PANEL FCU FAN COIL UNIT FIXT FIXTURE FLR FLOOR FLUOR FLUORESCENT FU FUSE FUDS FUSED SAFETY DISCONNECT SWITCH GA GAUGE GAL GALLON GALV GALVANIZED GC GENERAL CONTRACTOR GEN GENERATOR G,GFI GROUND FAULT CIRCUIT INTERRUPTER GFP GROUND FAULT PROTECTOR GND GROUND GRS GALVANIZED RIGID STEEL (CONDUIT) GYP BD GYPSUM BOARD HOA HANDS-OFF-AUTOMATIC SWITCH HORIZ HORIZONTAL HP HORSEPOWER HPF HIGH POWER FACTOR HT HEIGHT HTG HEATING HTR HEATER HV HIGH VOLTAGE HVAC HEATING, VENTILATING AND AIR CONDITIONING IC INTERRUPTING CAPACITY IG ISOLATED GROUND IMC INTERMEDIATE METAL CONDUIT INCAND INCANDESCENT IR INFRARED I/W INTERLOCK WITH J-BOX JUNCTION BOX KV KILOVOLT KVA KILOVOLT-AMPERE KVAR KILOVOLT-AMPERE REACTIVE KW KILOWATT KWH KILOWATT HOUR LOC LOCATE OR LOCATION LT LIGHT LTG LIGHTING LTNG LIGHTNING LV LOW VOLTAGE MAX MAXIMUM MAG.S MAGNETIC STARTER M/C MOMENTARY CONTACT MC MECHANICAL CONTRACTOR MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MDC MAIN DISTRIBUTION CENTER MDP MAIN DISTRIBUTION PANEL MFR MANUFACTURER MFS MAIN FUSED DISCONNECT SW MH MANHOLE MIC MICROPHONE MIN MINIMUM MISC MISCELLANEOUS MLO MAIN LUGS ONLY MMS MANUAL MOTOR STARTER MOA MULTIOUTLET ASSEMBLY MSP MOTOR STARTER PANELBOARD MSBD MAIN SWITCHBOARD MT MOUNT MT.C EMPTY CONDUIT MTS MANUAL TRANSFER SWITCH MTR MOTOR, MOTORIZED N.C. NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION NFDS NON-FUSED SAFETY DISCONNECT SWITCH NIC NOT IN CONTRACT NL NIGHT LIGHT N.O. NORMALLY OPEN NPF NORMAL POWER FACTOR NTS NOT TO SCALE OH OVERHEAD OL OVERLOADS PA PUBLIC ADDRESS PB PULL BOX OR PUSHBUTTON PE PNEUMATIC ELECTRIC PED PEDESTAL PF POWER FACTOR PH PHASE PIV POST INDICATING VALVE PNL PANEL PP POWER POLE PR PAIR PRI PRIMARY PROJ PROJECTION PRV POWER ROOF VENTILATOR PT POTENTIAL TRANSFORMER PVC POLYVINYL CHLORIDE (CONDUIT) PWR POWER QUAN QUANTITY RCPT RECEPTACLE REQD REQUIRED RM ROOM RSC RIGID STEEL CONDUIT RTU ROOF TOP UNIT RRFB RECTANGULAR RAPID FLASHING BEACON SC SURFACE CONDUIT SEC SECONDARY SHT SHEET SIM SIMILAR S/N SOLID NEUTRAL SPEC SPECIFICATION SPKR SPEAKER SP SPARE SR SURFACE RACEWAY SS STAINLESS STEEL SSW SELECTOR SWITCH S/S STOP/START PUSHBUTTONS STA STATION STD STANDARD SURF SURFACE MOUNTED SW SWITCH SWBD SWITCHBOARD SYM SYMMETRICAL SYS SYSTEM TEL TELEPHONE TEL/DATA TELEPHONE/DATA TERM TERMINAL TL TWIST LOCK TR TAMPER RESISTANT T-STAT THERMOSTAT TTC TELEPHONE TERMINAL CABINET TV TELEVISION TVTC TELEVISION TERMINAL CABINET TYP TYPICAL UC UNDER COUNTER UE UNDERGROUND ELECTRICAL UG UNDERGROUND UH UNIT HEATER UNO UNLESS NOTED OTHERWISE UT UNDERGROUND TELEPHONE UTIL UTILITY UV ULTRAVIOLET V VOLT VA VOLT-AMPERES VDT VIDEO DISPLAY TERMINAL VERT VERTICAL VFD VARIABLE FREQUENCY DRIVE VOL VOLUME W WATT W/ WITH WG WIRE GUARD WH WATER HEATER W/O WITHOUT WP WEATHERPROOF XFMR TRANSFORMER XFR TRANSFER ∠ ANGLE @ AT ▲ DELTA ' FEET " INCHES # NUMBER Ø PHASE C CENTER LINE P PLATE ELECTRICAL GENERAL NOTES: GENERAL: 1.COORDINATE ELECTRICAL WORK WITH MECHANICAL, ARCHITECTURAL, STRUCTURAL, CIVIL AND LANDSCAPE WORK SHOWN ON OTHER CONTRACT DOCUMENTS. PROVIDE ADDITIONAL OFFSETS FOR COORDINATED INSTALLATION WHERE REQUIRED. 2.FIELD COORDINATE FINAL MECHANICAL AND EQUIPMENT LOCATIONS ALONG WITH CONNECTION REQUIREMENTS AND CONTROL WIRING PRIOR TO ROUGH-IN. 3.CONTRACTOR IS RESPONSIBLE FOR PROVIDE ALL LINE VOLTAGE CIRCUITING AND CONNECTIONS TO MECHANICAL EQUIPMENT, PACKAGED UNITS, CONTROL PANELS, MOTOR STARTERS, MOTOR CONTROLLERS, VARIABLE FREQUENCY DRIVES AND SIMILAR EQUIPMENT. COORDINATE ADDITIONAL REQUIREMENTS WITH CONTROLS CONTRACTOR. 4.COORDINATE EQUIPMENT CONNECTIONS WITH MANUFACTURERS' CERTIFIED DRAWINGS. 5.COORDINATE ELECTRICAL, COMMUNICATIONS, AND ELECTRONIC SAFETY AND SECURITY WORK PRIOR TO INSTALLATION. EQUIPMENT ACCESS TAKES PRECEDENCE OVER CONDUIT FOR AVAILABLE SPACE. 6.WHERE USED, THE TERM “PROVIDE” SHALL MEAN “FURNISH AND INSTALL”. 7.PROVIDE CONDUCTORS OPERATING AT 50 VOLTS OR GREATER IN RACEWAY. PROVIDE METAL RACEWAY WITHIN THE STRUCTURE ABOVE THE FLOOR SLAB. PROVIDE PVC RACEWAY BELOW THE FLOOR SLAB AND UNDERGROUND RACEWAY OUTSIDE THE STRUCTURE. 8.CONDUIT AND WIRE IS NOT PERMITTED TO BE INSTALLED BELOW FLOOR SLAB UNLESS INDICATED ON PLAN BY DASHED CONDUIT. 9.LEAVE THE SITE CLEAN AND READY FOR OCCUPANCY. REMOVE DIRT, DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT AND WIRE SCRAPS AND MISCELLANEOUS SPARE EQUIPMENT AND MATERIALS USED IN THIS DIVISION OF THE WORK DURING CONSTRUCTION. COMPONENTS SHALL BE FREE OF DUST, GRIT AND FOREIGN MATERIALS AND LEFT AS NEW BEFORE FINAL ACCEPTANCE OF WORK. 10.PERFORM WORK TO COMPLY WITH THE STANDARD PRACTICES FOR GOOD WORKMANSHIP PUBLISHED BY NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION (NECA). COMPLY WITH THE LATEST ENFORCED EDITION OF THE NATIONAL ELECTRICAL CODE (NEC), LOCAL CODES, AMENDMENTS, AND ORDINANCES. 11.PERFORM ELECTRICAL WORK UNDER THE SUPERVISION OF A LICENSED MASTER ELECTRICIAN. PROCURE PERMITS AND LICENSES AND PAY FEES ASSOCIATED WITH THIS WORK. 12.CONTRACTOR IS RESPONSIBLE FOR SUBMITTING ALL DOCUMENTATION REQUIRED TO CITY OF RENTON FOR PERMITTING. COORDINATE WITH ENGINEER FOR ANY ADDITIONAL DOCUMENTATION. 13.PROVIDE NEW, COMMERCIAL GRADE MATERIALS FURNISHED FOR THIS PROJECT THAT ARE FREE OF DEFECTS, AND LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY UNO. 14.CONTRACTOR IS RESPONSIBLE FOR WIRING ELECTRICAL ITEMS SHOWN ON DRAWINGS. 15.PROVIDE 4" MINIMUM CONCRETE BASES (HOUSEKEEPING PADS) UNDER FLOOR MOUNTED ELECTRICAL EQUIPMENT. THIS INCLUDES, BUT IS NOT LIMITED TO SWITCHBOARDS, GENERATORS, TRANSFORMERS, AND MOTOR CONTROL CENTERS. COMPLY WITH REQUIREMENTS FOR EQUIPMENT BASES AND FOUNDATIONS SPECIFIED IN DIVISION 03. 16.COORDINATE ATTACHMENTS TO STRUCTURE TO VERIFY THAT ATTACHMENT POINTS ON EQUIPMENT AND STRUCTURE CAN ACCEPT SEISMIC, WEIGHT, AND OTHER LOADS IMPOSED. 17.MAINTAIN INDICATED FIRE AND SMOKE RATING OF WALLS, PARTITIONS, CEILINGS, AND FLOORS AT ELECTRICAL PENETRATIONS. SEAL PENETRATIONS WITH FIRESTOP MATERIAL. PROVIDE MATERIAL IN ACCORDANCE WITH ASTM E 814 AND UL 1479 3M OR APPROVED. COMPLY WITH REQUIREMENTS SPECIFIED IN DIVISION 07. 18.PROVIDE FIREBLOCKING AND DRAFT STOPPING AT ELECTRICAL PENETRATIONS IN COMBUSTIBLE CONCEALED SPACES PER THE INTERNATIONAL BUILDING CODE. 19.REFER TO TYPICAL DETAILS PROVIDED IN THIS DRAWING SET FOR EQUIPMENT INSTALLATION. CONTRACTOR IS RESPONSIBLE FOR CONFORMANCE WITH DETAILS. 20.LOCATIONS AND SIZES OF FLOOR, WALL, AND ROOF OPENINGS SHALL BE COORDINATED WITH OTHER TRADES INVOLVED. INCLUDE IN THE COST OF ELECTRICAL WORK, CUTTING, CORING, PATCHING AND PAINTING OF EXISTING WALLS, CEILINGS, FLOORS AND ROOFS AS REQUIRED TO ACCOMMODATE WORK AS INDICATED IN THE ELECTRICAL CONTRACT DOCUMENTS, UNLESS SPECIFICALLY SHOWN ON ARCHITECTURAL DRAWINGS. 21.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFEKEEPING OF THEIR OWN PROPERTY ON THE JOB SITE. OWNER ASSUMES NO RESPONSIBILITY FOR PROTECTION OF PROPERTIES AGAINST FIRE, THEFT AND ENVIRONMENTAL CONDITIONS. 22.CLEAN THE JOB SITE DAILY AND REMOVE FROM THE PREMISES ANY DIRT AND DEBRIS CAUSE BY THE PERFORMANCE OF THE WORK INCLUDED IN THIS CONTRACT. BEFORE SUBSTANTIAL COMPLETION, CLEAN EQUIPMENT, FIXTURES, EXPOSED CONDUIT AND SIMILAR ITEMS. 23.PROVIDE EQUIPMENT THAT FITS INTO THE SPACE ALLOTTED AND ALLOWS ADEQUATE ACCEPTABLE CLEARANCE FOR INSTALLATION, REPLACEMENT, ENTRY, SERVICING AND MAINTENANCE. COORDINATE WITH OTHER TRADES TO ENSURE NO CONFLICT WITH REQUIRED CLEARANCES. 24.BUILDING SPACE IS LIMITED. STRONG ATTENTION TO DETAIL AND CARE MUST BE TAKEN WHEN DEVELOPING SHOP DRAWING SO ROUTING IS COORDINATED WITH OTHER DISCIPLINES. 25.MATERIALS WITHIN PLENUMS SHALL BE NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. EXISTING ELECTRICAL: 1.WORK SHALL BE PERFORMED IN A CLEAN AND WORKMANLIKE MANNER. CARE SHALL BE EXERCISED TO MINIMIZE ANY INCONVENIENCE OR DISTURBANCE TO OTHER AREAS OF THE BUILDING WHICH ARE TO REMAIN IN OPERATION. ISOLATE WORK AREAS BY MEANS OF TEMPORARY PARTITIONS AND/OR TARPS TO KEEP DUST AND DIRT WITHIN THE CONSTRUCTION AREA. 2.EXISTING MATERIALS THAT ARE REMOVED SHALL NOT BE REUSED IN NEW SYSTEMS, EXCEPT WHERE INDICATED AS BEING RELOCATED. 3.WHERE INDICATED, CONDUIT OR PORTIONS OF CONDUIT SHALL BE REUSED. REFER TO DRAWING PLANS FOR POINTS OF CONNECTIONS. 4.PROVIDE TEMPORARY SUPPORT OF EXISTING ELECTRICAL SYSTEMS WHERE REQUIRED BY DEMOLITION OR ALTERATION OF EXISTING STRUCTURE DURING CONSTRUCTION. COORDINATE WITH GENERAL CONTRACTOR AND PROVIDE ALL NECESSARY CONDUIT AND EQUIPMENT SUPPORTS AND HANGERS TO MAINTAIN INTEGRITY, SAFETY AND PROPER OPERATION OF EXISTING ELECTRICAL SYSTEMS FOR THE DURATION OF THE WORK. DEMOLITION: 1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE DEMOLITION/INSTALLATION OF ELECTRICAL SYSTEMS AND THOSE REQUIRING ELECTRICAL CONNECTIONS TO MAINTAIN NEC REQUIRED CLEARANCES, INCLUDED BY NOT LIMITED TO AREAS ABOVE ACCESSIBLE CEILINGS. 2.COORDINATE WITH OTHER TRADES FOR PROPER DEMOLITION OF EQUIPMENT. CONSULT THE DRAWINGS OF OTHER TRADES OR CRAFTS TO AVOID CONFLICTS WITH EQUIPMENT, ETC. RESOLVE CONFLICTS PRIOR TO ROUGH-IN AND AT NO ADDITIONAL COST TO THE OWNER. 3.TAKE CAUTION IN DEMOLITION OF ELECTRICAL EQUIPMENT. 4.CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL CONDUIT AND EQUIPMENT INDICATED ON DRAWINGS INCLUDING ALL ASSOCIATED HANGERS, WIREMOLD, WIRING, DEVICES, CONTROLS, AND APPURTENANCES ASSOCIATED WITH EACH PIECE OF EQUIPMENT. 5.EXISTING CONTROL PATHWAYS MAY BE RE-USED. COORDINATE CONTROLS DEMO WORK PRIOR TO DEMOLITION. 6.WHERE EXISTING ITEMS PENETRATE A WALL OR ROOF, CONTRACTOR SHALL PROVIDE INFILL AT (E) PENETRATIONS THROUGH WALL/ROOF WITH LIKE MATERIALS. PATCH & REPAIR TO MATCH SURROUNDING SURFACES INCLUDING PAINT. 7.CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT OF EXISTING ELECTRICAL EQUIPMENT WHERE REQUIRED BY DEMOLITION OR ALTERATION OF EXISTING STRUCTURE DURING CONSTRUCTION. COORDINATE WITH GC AND PROVIDE NECESSARY SUPPORTS AND HANGERS TO MAINTAIN INTEGRITY, SAFETY AND PROPER OPERATION OF EXISTING ELECTRICAL SYSTEMS. 8.THE OWNER HAS THE RIGHT TO RETAIN OWNERSHIP OF ANY MATERIALS BEING REMOVED. DELIVER ITEMS TO THE OWNER'S REPRESENTATIVE AS INDICATED IN THE CONTRACT DOCUMENTS. NOTIFY OWNER IN WRITING AT LEAST 7 DAYS IN ADVANCE OF DEMOLITION. ELECTRICAL ABBREVIATIONS AND NOTES E002 66 OF 73 T-434302 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HAZEN HIGH SCHOOL MODERNIZATION C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 TR O - 4 1 - 4 3 2 6 T-432609 ELECTRICAL ABBREVIATIONS AND NOTES NONE 02.21.2025 E002 66 OF 7369 OF 76 T-432614 07.11.25 T-432616 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HAZEN HIGH SCHOOL MODERNIZATION C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 TR O - 4 1 - 4 3 2 6 ~ASPH~ 6'AW 6'AW6'AW 8"W(R)8"W(R) IE 8"PVC(W):463.70'IE 8"PVC(E):461.36' 8"PSD 12"PSD 12"PSD(R) B RIM:452.87' 12"PE(S):449.35' O:449.35' BTM:447.9' 12"PSD(R) 8"SS 8"PSS 8"PSS(R) 8"PSS(R) 8"PSS(R) 2"G(P) 2"G(P) 2"G(P) 4"G(R) 4"G(R) SLHH N.E. 10TH ST. ( A DEDICATED PUBLIC RIGHT OF WAY) 30' T-432610 ELECTRICAL SITE PLAN - STREET LIGHTING N.E. 10TH ST.E101 67 OF 73 1"=10'02.21.2025 N.E. 10TH ST. ( A DEDICATED PUBLIC RIGHT OF WAY) 2 ~ASPH~ 6'AW 6'AW6'AW 8"W(R)8"W(R) IE 8"PVC(W):463.70'IE 8"PVC(E):461.36' 8"PSD 12"PSD 12"PSD(R) RIM:452.87' "PE(S):449.35' 449.35' BTM:447.9' 12"PSD(R) 8"SS 8"PSS 8"PSS(R) 8"PSS(R) 8"PSS(R) 2"G(P) 2"G(P) 2"G(P) 4"G(R) 4"G(R) SLHH N.E. 10TH ST. ( A DEDICATED PUBLIC RIGHT OF WAY) 30' N.E. 10TH ST. ( A DEDICATED PUBLIC RIGHT OF WAY) 2 70 OF 76 T-432615 NE TH ST A DEDICATED P8%LIC RI*HT OF WAY 4 2 4 4 4 3 3 3 3 3 NE TH ST A DEDICATED P8%LIC RI*HT OF WAY 4 2 4 4 4 3 3 3 3 3 INSTALL LIGHT POLE FOUNDATION, POLE, POLE ARM, AND LUMINAIRE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AND RENTON PUBLIC WORKS DETAILS 117.2, 117.3, 119 ON SHEET E906. SCALE 1"=20' 1 21 31 1 07.11.25 NE TH ST A DEDICATED P8%LIC RI*HT OF WAY 4 2 4 4 4 3 3 3 3 3 TM2 TM3 TM4 TM6 TM OFFSITE LIGHTING LUMINAIRE SCHEDULE LUM. POLE ID SL1 STREET NAME N.E 10TH ST.DOMA PENDANT CY55P1B LED SERIES MODEL STATION DOME STYLE LED PEDESTRIAN LUMINAIRE DESCRIPTION FIXED BASE TYPE 0.850 LFF Q524 LUMENS 55.1 -ATTAGE SL2 DOME STYLE LED PEDESTRIAN LUMINAIREFIXED 0.850 Q524 55.1 SL3 DOME STYLE LED PEDESTRIAN LUMINAIREFIXED 0.850 Q524 55.1 SL4 DOME STYLE LED PEDESTRIAN LUMINAIREFIXED 0.850 Q524 55.1 SL5 DOME STYLE LED PEDESTRIAN LUMINAIREFIXED 0.850 Q524 55.1 N.E 10TH ST. N.E 10TH ST. N.E 10TH ST. N.E 10TH ST. DOMA PENDANT CY55P1B LED SERIES DOMA PENDANT CY55P1B LED SERIES DOMA PENDANT CY55P1B LED SERIES DOMA PENDANT CY55P1B LED SERIES OFFSET MOUNTING HEIGHT ARM LENGTHMANUFACTURER CYCLONE LIGHTING CYCLONE LIGHTING CYCLONE LIGHTING CYCLONE LIGHTING CYCLONE LIGHTING 240 VOLTAGE 240 240 240 240 4K60W 4K60W 4K60W 4K60W 4K60W 1QK6QW 1QK6QW 1QK6QW 1QK6QW 1QK6QW 3,Q1.Q9 23.00K LT 4,27.3Q 23.00K LT 23.00K LT 23.00K LT 23.00K LT 4,99.8Q 5,Q8.87 Q,42.5Q 1. EQUIPMENT AND CONDUIT ROUTING SHOWN IS DIAGRAMMATIC. COORDINATE EQUIPMENT LOCATION WITH ARCHITECTURAL, STRUCTURAL, CIVIL, AND LANDSCAPE PRIOR TO INSTALLATION. 2. PROVIDE RIGID STEEL SWEEPS FOR ALL UNDERGROUND CONDUIT. 3. PROVIDE HANDHOLES AS REQUIRED FOR ALL POWER AND LIGHTING CIRCUITS. SPLICE CONDUCTORS IN HANDHOLES. 4. PROVIDE ADDITIONAL PULL BOXES AS REQUIRED TO MINIMIZE TOTAL BEND RADIUS TO 270 DEGREES FOR POWER CONDUCTORS AND 180 DEGREES FOR LOW VOLTAGE CABLING. SIZE PULL BOXES PER NEC. 5. COORDINATE WITH UTILITY COMPANIES FOR CONNECTING SERVICES. GENERAL NOTES: 1 REMOVE EXISTING STREET LIGHT FIXTURE. INTERCEPT CONDUIT PATHWAY IN EXISTING HAND HOLE FOR NEW STREET LIGHTING. INSTALL LIGHT POLE FOUNDATION, POLE, POLE ARM, AND LUMINAIRE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AND RENTON PUBLIC WORKS DETAILS 117.1, 117.3, 119 ON SHEET E906. PROVIDE OLDCASTLE TYPE 1 JUNCTION BOX WITH NON-SKID LID. SEE CITY OF RENTON STANDARD DETAIL 119 ON SHEET E906 FOR ADDITIONAL INFORMATION. PROVIDE (1) 2"C, 2#8, 1#8 EGC. FLAG NOTES: 1 2 3 4 INSTALL LIGHT POLE FOUNDATION, POLE, POLE ARM, AND LUMINAIRE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AND RENTON PUBLIC WORKS DETAILS 117.2, 117.3, 119 ON SHEET E906. SCALE 1"=20' 1 21 31 1 SCALE 1"=10' 5 10 200 NE TH ST A DEDICATED P8%LIC RI*HT OF WAY 4 2 4 4 4 3 3 3 3 3 TM2 TM3 TM4 TM6TM T-432617 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HAZEN HIGH SCHOOL MODERNIZATION C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 TR O - 4 1 - 4 3 2 6 E102 68 OF 73 1"=10' STOP BAR 6'CW W(P) W(P) W(P) W(P) Tcd(P) CB RIM:469.93' IE 10"PE(S):468.15' H2O LEVEL:468.20' BTM:466.50' 18"PSD SOLID LID CB RIM:469.51' IE 12"IP(N):466.80' IE 12"IP(S):466.90' H2O:466.70' BTM:465.3' SOLID LID CB RIM:469.45' IE 12"IP(N):467.15' IE 12"IP(S):467.20' H2O:467.05' BTM:465.6' SOLID LID CB RIM:471.73' IE 12"IP(N):468.35' IE 12"IP(S):468.5' H2O:468.35' BTM:467.1' 12"PSD CB RIM:468.95' IE 18"CP(N):466.05' IE 18"CP(S):466.20' BTM:465.95' OHP&T OHP&T ICB 2"G(P) 4"G(R) G(P) PP ELEC. CABINET SLHH CD Ecd(P) Ctv(P) HOQUIAM AVE. N.E. (A DEDICATED PUBLIC RIGHT OF WAY) N.E. 11TH CT. 30' FOUND M.I.C. PUNCHED 2" BRASS DISC IN CONC, DOWN 0.50' 12"DEC 2"DEC 2" D E C 5",6"DEC ELECTRONIC READER BOARD FOG STRIPE FOG STRIPE DYS DYS STOP BAR "HAZEN HIGH SCHOOL" "PEDESTRIAN CROSSING" 18"C R W LSCAPE 6"CC & 12"CG 6"CC & 12"CG CC&CG CC&CG CC&CG 5'CW 5'CW 5'CW FLEXIBLE DELINEATOR (TYPICAL) BLACK/YELLOW CAUTION DELINEATOR ~ASPH~ ~ASPH~ ~ASPH~ 5 2 5 3 8 3 2 6 1 4 (E) SERVICE CABINET (E) ELECTRICAL PATHWAY (E) STREET LIGHTING HAND HOLE 1. EQUIPMENT AND CONDUIT ROUTING SHOWN IS DIAGRAMMATIC. COORDINATE EQUIPMENT LOCATION WITH ARCHITECTURAL, STRUCTURAL, CIVIL, AND LANDSCAPE PRIOR TO INSTALLATION. 2. PROVIDE RIGID STEEL SWEEPS FOR ALL UNDERGROUND CONDUIT. 3. PROVIDE HANDHOLES AS REQUIRED FOR ALL POWER AND LIGHTING CIRCUITS. SPLICE CONDUCTORS IN HANDHOLES. 4. PROVIDE ADDITIONAL PULL BOXES AS REQUIRED TO MINIMIZE TOTAL BEND RADIUS TO 270 DEGREES FOR POWER CONDUCTORS AND 180 DEGREES FOR LOW VOLTAGE CABLING. SIZE PULL BOXES PER NEC. 5. COORDINATE WITH UTILITY COMPANIES FOR CONNECTING SERVICES. GENERAL NOTES: 1 PROVIDE NEW POWER CONDUCTORS FOR NEW RRFB TO CONTACTORS IN EXISTING SERVICE CABINET. FURNISH AND INSTALL NEW TYPE II JUNCTION BOX. PROVDE (1) 2" SCHEDULE 80 PVC CONDUIT WITH 5C CABLE FROM HAND HOLE TO FLASHING BEACON POLE. SEE SECTION 1330.05(7)(A) OF WSDOT DESIGN MANUAL M 22-01.23 FOR ADDITIONAL INFORMATION. PROVDE (1) 2" SCHEDULE 80 PVC CONDUIT WITH 5C CABLE AND (1) 2" SCHEDULE 80 PVC CONDUIT SPARE. SEE SECTION 1330.05(7)(A)OF WSDOT DESIGN MANUAL M 22-01.23 FOR ADDITIONAL INFORMATION. CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.15-04, SHEET TS-05. FURNISH AND INSTALL 15' FB SIGNAL POLE PER CITY OF RENTON STANDARD PLANS 141.1 AND 141.2 LOCATED ON SHEET E906 WITH TWO 36"X36" W11-2 SIGNS, ONE 30"X18" W16-7P(R) SIGN, ONE 30"X18" W16-7P(L) SIGN, TWO RRFB UNITS, ONE 12"X12" R11-501 SIGN AND ONE APS PEDESTRIAN PUSHBUTTON ON THE SIGNAL POLE. RRFB LIGHT BARS SHALL BE MODEL SC315-G, BY CARMANAH OR APPROVED EQUAL. SEE CROSSWALK RRFB POLE DETAILS ON SHEET E906 FOR CONFIGURATION OF SIGNS AND BEACONS. NEW APS PEDESTRIAN PUSHBUTTON SHALL FACE EAST, PARALLEL TO CROSSWALK. INTERCEPT AND EXTEND EXISTING CONDUIT AND CONDUCTORS TO NEW JUNCTION BOX. FLAG NOTES: 1 2 3 4 5 6 T-432611 ELECTRICAL SITE PLAN - RRFB HOQUIAM AVE. N.E. T-432611 02.21.2025 HO 4 8 I A M A 9 E N E A D E D I C A T E D P 8 % L I C R I * H T O F W A Y 7 8 9 8 7 21 6 9 (E) SERVICE CABINET (E) ELECTRICAL PATHWAY (E) STREET LIGHTING HAND HOLE HO 4 8 I A M A 9 E N E A D E D I C A T E D P 8 % L I C R I * H T O F W A Y ( T(S9,D( D$C,O(U ( (M(DUS,D$M 3$UI:$Z ( TUS((U M,HIU,OH I$OE IPM( HO 4 8 I A M A 9 E N E A D E D I C A T E D P 8 % L I C R I * H T O F W A Y 3 2 3 4 4 6 6 7 (TUS((U M,HIU,OH I$OE IPM( (T(S9,D( D$C,O(U ((M(DUS,D$M 3$UI:$Z 71 OF 76 T-432616 SCALE 1"=20' 1 21 31 1 NE TH CT 07.11.25 HO 4 8 I A M A 9 E N E A D E D I C A T E D P 8 % L I C R I * H T O F W A Y 3 2 3 4 4 6 6 7 (TUS((U M,HIU,OH I$OE IPM( (T(S9,D( D$C,O(U ((M(DUS,D$M 3$UI:$Z CONSTRUCT RRFB POLE PER CITY OF RENTON STANDARD PLANS 141.1 THROUGH 141.5. FURNISH AND INSTALL 15' FB SIGNAL POLE PER CITY OF RENTON STANDARD PLANS 141.1 AND 141.2 LOCATED ON SHEET E906 WITH TWO 36"X36" W11-2 SIGNS, ONE 30"X18" W16-7P(R) SIGN, ONE 30"X18" W16-7P(L) SIGN, TWO RRFB UNITS, ONE 12"X12" R11-501 SIGN AND ONE APS PEDESTRIAN PUSHBUTTON ON THE SIGNAL POLE. RRFB LIGHT BARS SHALL BE MODEL SC315-G, BY CARMANAH OR APPROVED EQUAL. SEE CROSSWALK RRFB POLE DETAILS ON SHEET E906 FOR CONFIGURATION OF SIGNS AND BEACONS. NEW APS PEDESTRIAN PUSHBUTTON SHALL FACE EAST, PARALLEL TO CROSSWALK. HO 4 8 I A M A 9 E N E A D E D I C A T E D P 8 % L I C R I * H T O F W A Y 3 2 3 4 4 6 6 7 (TUS((U M,HIU,OH I$OE IPM( (T(S9,D( D$C,O(U ((M(DUS,D$M 3$UI:$Z SCALE 1" = 10'SCALE 1"=20' 1 21 31 1 SCALE 1"=10' 5 10 200 T-432618 as a condition of approval the applicant shall provide a blow-up detail of the ped push button that demonstrates compliance with prowag standards for review and approval condition of approval: RRFB crossing shall be coordinated with city project review managers post-permit issuance and be designed and constructed in a manner that is satisfactory to city development engineering and transportation operations group. design shall incorporate necessary safety elements including, but not limited to, photometric analysis of crosswalk meeting city standards, protected islands to reduce crossing distance, clear sight lines of beacons, ADA requirements, and independent north/south and east/west crossings. TRANSPORTATION OPERATION cbarnes 08/07/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HAZEN HIGH SCHOOL MODERNIZATION C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 TR O - 4 1 - 4 3 2 6 E901 69 OF 73 1"=10' T-432612 ELECTRICAL DETAILS NONE 02.21.2025 72 OF 76 T-432617 07.11.25 T-432619 TRANSPORTATION OPERATION cbarnes 08/07/2025 condition of approval: streetlight foundation design analysis to be submitted and approved prior to installation IN COMPLIANCE WITH CITY OF RENTON STANDARDS HAZEN HIGH SCHOOL MODERNIZATION C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 TR O - 4 1 - 4 3 2 6 E902 70 OF 73 1"=10' T-432613 ELECTRICAL DETAILS NONE 02.21.2025 73 OF 76 T-432618 07.11.25 T-432620 TRANSPORTATION OPERATION cbarnes 08/07/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HAZEN HIGH SCHOOL MODERNIZATION C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 TR O - 4 1 - 4 3 2 6 E903 71 OF 73 1"=10' T-432614 ELECTRICAL DETAILS NONE 02.21.2025 74 OF 76 T-432619 07.11.25 T-432621 TRANSPORTATION OPERATION cbarnes 08/07/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HAZEN HIGH SCHOOL MODERNIZATION C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 TR O - 4 1 - 4 3 2 6 E904 72 OF 73 1"=10' T-432615 ELECTRICAL DETAILS NONE 02.21.2025 75 OF 76 T-432620 07.11.25 T-432622 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HAZEN HIGH SCHOOL MODERNIZATION C2 4 0 0 2 7 7 1 LU A 2 4 - 0 0 0 3 4 9 PR 2 4 - 0 0 0 0 7 8 TR O - 4 1 - 4 3 2 6 E905 73 OF 73 1"=10' T-432616 ELECTRICAL DETAILS NONE 02.21.2025 76 OF 76 T-432621 DWG NAME: J013 SP PAGE: J013 07.11.25 T-432623 TRANSPORTATION OPERATION cbarnes 08/07/2025