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Home My WebLink AboutP_Hazen HS Improvements_CC Plans_251006_APPROVED REVISIONSX 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 SD EE E EEEEEE E E E E E ESDSD E E E E E E 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 TON R EGIST E R E D P R O F E SSIONAL E N G I N EER O S B O CAJA.DLAREJ 1 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 TE D - 4 0 - 4 3 2 6 R-432603 1 1 DEVELOPMENT ENGINEERING HBray 12/29/2025 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 SW SW SW SW CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER O S B O CAJA.DLAREJ 1 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 TE D - 4 0 - 4 3 2 6 R-432604 1 DEVELOPMENT ENGINEERING HBray 12/29/2025 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 SWSWSW SW SW SW INSTALL 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 TON R EGIST E R E D P R O F E SSIONAL E N G I N EER O S B O CAJA.DLAREJ 1 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 TE D - 4 0 - 4 3 2 6 R-432611 1 DEVELOPMENT ENGINEERING HBray 12/29/2025 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 EE 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 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 0 470 470 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 TON R EGIST E R E D P R O F E SSIONAL E N G I N EER O S B O CAJA.DLAREJ 1 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 TE D - 4 0 - 4 3 2 6 R-432615 1 DEVELOPMENT ENGINEERING HBray 12/29/2025 □ 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. 18' 23 . 5 ' 22' 5 2 ' 12' CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER O S B O CAJA.DLAREJ 1 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 TE D - 4 0 - 4 3 2 6 R-432616 1 DEVELOPMENT ENGINEERING HBray 12/29/2025 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 EEE E E E E E E E E E E E E E E E E E E E E E E 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 EE SD SD SD SD SD SD E E E E E E E E E E E 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 49,862 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) 12.3' 12' 12.5 ' 12' 235 ' VACTOR TRUCK HOSE PULL LENGTH (INCLUDES 10' VAULT DEPTH) VACTOR TRUCK NEW GRAVEL ACCESS PATH TO BE 12-FT MINIMUM WIDTH AND CROWNED AT CENTER AT 2% SLOPE FOR DRAINAGE (TYP) SEE DETAIL ADDITIONAL GRAVEL FOR ACCESS PATH TO BE 12-FT MINIMUM WIDTH SEE DETAIL C300 12 1 3 . 8 ' 13.7 ' C300 12 12' EX GRAVEL EDGE (TYP) NEW GRAVEL EDGE (TYP) EXISTING GRAVEL ACCESS PATH FROM ASPHALT DRIVE TO THE SOUTH - WIDTH VARIES. EXISTING ASPHALT PATH FROM NE 10TH ST TO THE SOUTH CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER O S B O CAJA.DLAREJ 1 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 TE D - 4 0 - 4 3 2 6 R-432617 1 1 1 1 1 DEVELOPMENT ENGINEERING HBray 12/29/2025 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 DRIVEWAY TYPE C3 PER COR STANDARD PLAN 104 SEE DETAIL 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 6 458 459 45 7 45 8 45 9 457 1 1 FOR DETAILED HOQUIAM AVE NE DRIVEWAY #4 IMPROVEMENTS SEE DETAIL C331 1 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 TON R EGIST E R E D P R O F E SSIONAL E N G I N EER O S B O CAJA.DLAREJ 1 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 HEAVY DUTY ASPHALT PAVING SEE DETAIL C300 7 C303 8 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 HEAVY DUTY ASPHALT PAVING SEE DETAIL C300 7 FOR DETAILED HOQUIAM AVE NE DRIVEWAY #4 IMPROVEMENTS SEE DETAIL C331 1 T-432601 ADA COMBINATION RAMP TYPE SEE DETAIL C304 3 FOR DETAILED HOQUIAM AVE NE DRIVEWAY #3, RAMP AND RRFB CROSSING IMPROVEMENTS SEE DETAIL C332 1 1 DEVELOPMENT ENGINEERING HBray 12/29/2025 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% 4 6 3 46 4 46 5 46 6 46 7 46 8 461 458 459 460 461 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 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 C331 4 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER O S B O CAJA.DLAREJ 1 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 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 1 DEVELOPMENT ENGINEERING HBray 12/29/2025 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 EX RECENTLY INSTALLED CURB CUT RAMPS TO REMAIN 458 459 45 7 45 8 45 9 457 5' 1 2 NEW THERMOPLASTIC CROSSWALK STRIPING PER COR STANDARD PLAN 127 SEE DETAIL C302 6 7' 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 4' 1 2 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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER O S B O CAJA.DLAREJ 1 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 (RRFB) POLE, FOUNDATION, SIGNAL, AND SIGNAGE PER ELECTRICAL PLANS. COORDINATE FINAL LOCATION IN FIELD WITH CITY INSPECTOR, INCLUDING SIGNAGE. 2.INSTALL ACCESSIBLE PEDESTRIAN PUSH BUTTON POST, FOUNDATION, AND ASSEMBLY BEHIND ACCESSIBLE RAMP WHERE INDICATED ON PLAN PER ELECTRICAL PLANS. COORDINATE FINAL LOCATION IN FIELD WITH CITY INSPECTOR, INCLUDING SIGNAGE. TR O - 4 1 - 4 3 2 6 T-432603 2 2 DEVELOPMENT ENGINEERING HBray 12/29/2025 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER O S B O CAJA.DLAREJ 1 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 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 COMPACTED SUBGRADE (MIN 95% MAXIMUM DRY DENSITY) CRUSHED SURFACING BASE COURSE (1-1/4" MINUS) CRUSHED SURFACING TOP COURSE (5/8" MINUS) 4" 8" NOTE: 1.DEPTHS ARE COMPACTED THICKNESS 2.WOVEN GEOTEXTILE SEPARATION FABRIC, MIRAFI 500-X OR EQUAL, TO BE PLACED BELOW GRAVEL ACCESS ROAD ONLY. 3.GRAVEL SHALL BE COMPACTED IN 4" LIFTS WITH A VIBRATORY SMOOTH DRUM ROLLER. Gravel Access Road 12NTS WOVEN GEOTEXTILE SEPARATION FABRIC. SEE NOTE 2 1 DEVELOPMENT ENGINEERING HBray 12/29/2025 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER O S B O CAJA.DLAREJ 1 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 Single Direction Curb Ramp 1NTS Beam Guardrail Type 31 2NTS TR O - 4 1 - 4 3 2 6 T-432608 2.5"2.5" 5" R=1.5" CLASS 3000 EXTRUDED CEMENT CONCRETE CURB PER WSDOT STANDARD PLAN F-10.42-00 SUBSTITUTE ADHESIVE AS SHOWN IN LIEU OF REBAR R=1" EX PAVEMENT 6" DIMENSIONS MIRROR OTHER SIDE ADHESIVE MEETING REQUIREMENTS OF SECTION 9-26.1 FOR TYPE-II EPOXY BONDING AGENT COMPACTED BACKFILL. CRUSHED SURFACING TOP COURSE HMA CLASS 1/2" WITH STAMPED BRICKED PATTERN. PAINT HMA WITH FIX ALL/FLOOR COATINGS F06525 CRIMSON OR APPROVED EQUAL 1. 5 " Combination Curb Ramp 3NTS Brick Patterned Asphalt Traffic Island 4NTS 1 1 DEVELOPMENT ENGINEERING HBray 12/29/2025 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 1.05" SEE DETAIL 'B' ORIFICE 2 IE 448.75 0.75" = 3/4" SEE DETAIL 'D'12" RISER PIPE RIM 455.09 TYPE 2 CATCH BASIN SEE DETAILS ORIFICE 3 IE 450.35 1" SEE DETAIL 'D' 12" SD INLET 12" SD OUTLET 1/2" RECTANGULAR WEIR 451.50 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 TON R EGIST E R E D P R O F E SSIONAL E N G I N EER O S B O CAJA.DLAREJ 1 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 TE D - 4 0 - 4 3 2 6 R-432634 1 1 11 DEVELOPMENT ENGINEERING HBray 12/29/2025 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER O S B O CAJA.DLAREJ 1 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 TE D - 4 0 - 4 3 2 6 R-432636 49,862 1 DEVELOPMENT ENGINEERING HBray 12/29/2025 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 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 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) CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER O S B O CAJA.DLAREJ 1 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 #4 1Scale: 1"=5' NE 10th St Track and Field Driveway 3Scale: 1"=5' ASPHALT PAVING (RESIDENTIAL STREET SECTION) SEE DETAIL C303 8 TR O - 4 1 - 4 3 2 6 T-432610 Not Used 2NTS Corner of NE10TH & Hoquiam Ave NE 4NTS 1 DEVELOPMENT ENGINEERING HBray 12/29/2025 E E E E E E E E E E EE EE E E E E E E HOQUIAM AVE. N.E. 40'7.4' 469.33(EX) TC 469.59 BC 469.09 469.00 BC 469.63 BC 469.91 469.54 BC 469.75 DRIVEWAY TYPE C3 PER COR STANDARD PLAN 104 SEE DETAIL C303 6 1. 5 % 0. 6 % 469.91(EX) 7' 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 ' 469.65 469.58 4' 469.91 470.90(EX) 470.97(EX) N. E . 1 1 T H C T 47 0 TC 470.19 BC 469.69 TC 470.13 BC 469.63 ASPHALT PAVING (ARTERIAL STREET SECTION) SEE DETAIL C303 8 PERPENDICULAR CURB RAMP SEE DETAIL C302 9 CONCRETE CURB AND GUTTER AND ASPHALT PAVING (ARTERIAL STREET SECTION) SEE DETAIL C303 8 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 0.6% 0.9% 1 . 7 % 1. 6 % 4 . 6 % 1. 4 % 1.5% 7 . 8 ' 3 . 2 % TC 469.83 BC 469.33 469.87(EX) 8' TC 470.80 BC 470.30 470.25 1. 0 % TC 469.75 TC 469.24 (EX) BC 468.76 (EX) BC 470.28 (EX) TC 470.78 (EX) BC 469.20 (EX) TC 469.62 (EX) 4.8% 4.0% 469.81(EX) TC 470.57 BC 470.07 28+00 4.8% COMBINED CURB RAMP SEE DETAIL C304 3 7.5' 6' TC 470.66 BC 470.16 5. 7 ' TC 470.84 BC 470.34 TC 470.90 BC 470.40 0.5% 0.5% TC 470.77 BC 470.27 TC 470.72 BC 470.22 1. 0 % 1. 2 % WHITE FOG LINE STRIPE ON EAST SIDE OF STREET (LINE UP WITH EXISTING CURRENTLY IN STREET) RRFB PER ELECTRICAL PLANS FINAL LOCATION TO BE FIELD LOCATED WITH CITY INSPECTOR 1. 2 % 1. 2 % EXISTING WHITE RUBBERIZED CURBING ON BOTH SIDES OF STREET TO BE REMOVED (TYP) R22' R1' R2'R2' R1'R1' R22' R1' R2'R2' RRFB PER ELECTRICAL PLANS FINAL LOCATION TO BE FIELD LOCATED WITH CITY INSPECTOR BRICK PATTERNED ASPHALT TRAFFIC ISLAND SET 6" ABOVE GRADE (TYP) SEE DETAIL C304 4 5. 7 ' 2'2' 8' PARALLEL CURB RAMP SEE DETAIL C301 8 DOUBLE YELLOW CENTERLINE STRIPING (TYP) 469.87 1. 5 % 1. 0 % 7.9% 7.0' 7.4% BC 470.48 470.62(EX) 6.0' 4.7% 1. 5 % 0. 5 % 469.77BC 470.06 TC 470.42 BC 469.69 TC 470.12 5.8% ACCESSIBLE PEDESTRIAN PUSH BUTTON PER ELEC'L PLANS BC 469.96 TC 470.32 BC 469.86 TC 470.22 2' R2' R1' 2' 7.5% 7.6% R22' R2' R1' R1' R2'R2' R1' R22' 10 . 5 ' CU R R E N T LA N E W I D T H 11 . 5 ' CU R R E N T LA N E W I D T H 4.1' TANGENT 4.1' TANGENT 4.1' TANGENT 4.1' TANGENT 1.5% 3.7 % 7.3% TC 470.71 BC 470.21 470.16 470.13 469.95 1.5% 1. 0 % 1.5% 47 0 47 0 4 7 0 10'1. 1 ' 470.48 469.91 BC 470.15 470.15 LANDING E E E E E E E E E E E EE EE E E ACCESSIBLE PEDESTRIAN PUSH BUTTON PER ELEC'L PLANS E E E IN COMPLIANCE WITH CITY OF RENTON STANDARDS 43667 NSTATE O F WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER O S B O CAJA.DLAREJ 1 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 TR O - 4 1 - 4 3 2 6 T-432611 STOP BAR SEE DETAIL C302 6 HEAVY DUTY ASPHALT PAVING SEE DETAIL C300 7 Hoquiam Ave NE Driveway #3 1Scale: 1"=5' 2 2 DEVELOPMENT ENGINEERING HBray 12/29/2025 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 □ T 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) SP - 0 1 HV - 0 2 HV - 0 1 BASEBALL FIELD MATCHLINE - SEE SHEET L102 MATCHLINE - SEE SHEET L101 1 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1 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 HBray 12/29/2025 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 E E E E E E E E E E E E E E E E E E E E 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)MATCHLINE - SEE SHEET L102 MATCHLINE - SEE SHEET L101 1 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1 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 ./17 /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 HBray 12/29/2025 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 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 9465466463464 470 471 477 477 46 546 4 46 6 46 7 468 469 476.97(EX) 477.00(EX) 477.00(EX) 476.96(EX) 476.98 476.99(EX) 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 2 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 1 2 R-432652 DEVELOPMENT ENGINEERING HBray 12/29/2025 □ W E E E E E E E E E E E E E 5' PAINTED "WHITE" PEDESTRIAN PATHWAY STRIPING SEE DETAIL 8' PAINTED "WHITE" CROSSWALK STRIPING SEE DETAIL 8. 7 ' 2' 1.5' 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 SITE IMPROVEMENTS LEGEND GATE SCHEDULE SYMBOL QTY BOTANICAL / COMMON NAME SIZE CONDITION / REMARKS DECIDUOUS TREES 8 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 103,555 SF LAWN SEE SPECIFICATION PLANT SCHEDULE 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1 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 & LEGEND 1" = 20' R-432654 N R-432654 DEVELOPMENT ENGINEERING HBray 12/29/2025 X X X X X X XXX X X T 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 E EEEE EEE E E E E1 0 2 2 EXISTING CONTROLLER SEE SHEET L301 SEE SHEET 1/L301 1 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 □ T 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 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 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) 459.12(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) BASEBALL FIELD MATCHLINE - SEE SHEET L302 MATCHLINE - SEE SHEET L301 S 11 44.6 112" 12 44.3 112" POINT OF CONNECTION 654.1 2" SEE SHEET L301 SEE SHEET 1/L301 1 1 IRRIGATION PLAN 1" = 20' R-432656 N IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1 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 SCALE: 1" = 20' IRRIGATION PLAN 1 1 R-432656 DEVELOPMENT ENGINEERING HBray 12/29/2025 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 E E E E E E E E E E E E E E E E E E E 45 9 457.54 (EX) 458.24(EX) 459.12(EX) MATCHLINE - SEE SHEET L302 MATCHLINE - SEE SHEET L301 154.1 112" 256.1 112" 356.1 112" 938 112" 10 16.4 112" 7 47.5 2" 8 35.5 2" 550.4 2" 431.7 112" 654.1 2" 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1 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 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 HBray 12/29/2025 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 1 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL IRRIGATION SCHEDULE 1 1 S T IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1 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 HBray 12/29/2025 NE 10TH ST 3 4 1 4 3 3 3 2 2 2 2 2 4 4 4 4 4 1 2 (TYP) 1 2 (TYP) ELECTRICAL ABBREVIATIONS AND NOTES E101 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-432615 SL1 SL2 SL3 SL5SL4 2 E101 SCALE: 1" = 10' ELECTRICAL SITE PLAN 3 E101 SCALE: NONE LUMINAIRE WIRING DIAGRAM 1 E101 SCALE: NONE PHOTOMETRIC CALCULATIONS SL1 SL2 SL3 SL5SL4 LUMINAIRE WIRING SCHEDULE NO. 1 RACEWAY CONDUIT SIZE 2" SCHED. 80 PVC #8 AWG EQUIPMENT GROUND SIZE QUANTITY OF TRACER WIRES 2 2" SCHED. 80 PVC (SPARE)- QUANTITY OF PHASE CONDUCTORS #8 AWG - - 1 OFFSITE LIGHTING LUMINAIRE SCHEDULE POLE ID NUMBER STREET NAME N.E 10TH ST.DOMIA CY55P1B LED SERIES MODEL STATION DOME STYLE LED PEDESTRIAN LUMINAIRE DESCRIPTION FIXED BASE TYPE 0.850 LFF 6524 LUMENS 55.1 WATTAGE DOME STYLE LED PEDESTRIAN LUMINAIREFIXED 0.850 6524 55.1 DOME STYLE LED PEDESTRIAN LUMINAIREFIXED 0.850 6524 55.1 DOME STYLE LED PEDESTRIAN LUMINAIREFIXED 0.850 6524 55.1 DOME STYLE LED PEDESTRIAN LUMINAIREFIXED 0.850 6524 55.1 N.E 10TH ST. N.E 10TH ST. N.E 10TH ST. N.E 10TH ST. DOMIA CY55P1B LED SERIES DOMIA CY55P1B LED SERIES DOMIA CY55P1B LED SERIES DOMIA CY55P1B LED SERIES OFFSET MOUNTING HEIGHT ARM LENGTHMANUFACTURER CYCLONE LIGHTING CYCLONE LIGHTING CYCLONE LIGHTING CYCLONE LIGHTING CYCLONE LIGHTING 240 VOLTAGE 240 240 240 240 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 16'-6" 16'-6" 16'-6" 16'-6" 16'-6" 3+61.69 23.00' LT 4+27.36 23.00' LT 23.00' LT 23.00' LT 23.00' LT 4+99.86 5+68.87 6+42.56 NOTES: 1. FIXTURE ON SAME POLE AS PEDESTRIAN FIXTURE. SEE DETAIL RENTON STANDARD DETAIL 117.1 2. PROVIDE ALL LUMINAIRES WITH SIDE MOUNT ADAPTOR. SEE DETAIL RENTON STANDARD DETAIL 117.2. LUM. POLE ID SL1 SL2 SL3 SL4 SL5 LATITUDE LONGITUDE SCALE 1"=20' 0 10 20 40 SCALE 1"=20' 0 10 20 40 SCALE 1"=10' 5 10 200 ~A S P H ~ 6'AW 6'AW6'AW ~A S P H ~ SWALE RIDGE 4'GATE 4'GATE 4'CLF4'CLF 4'CLF 4'CLF 4'CLF 4'CLF ~GRAV VEGETATION GRASS GRASS VEGETATIONVEGETATION 26"CON TOE T O P TOP 30' SLHH 2"G(P) 2"G(P) 2"G(P) 4"G(R) 4"G(R) 8"SS 8"PSS8"PSS(R) 8"PSS(R) 8"PSS(R) 8"PSD 12"PSD 12"PSD(R) 12"PSD(R)8"W(R)8"W(R) N.E 10TH ST.1.3 1.5 1.8 2.2 2.7 3.3 3.8 4.3 4.6 4.7 4.6 4.4 4.3 4.4 4.6 4.7 4.6 4.4 3.9 3.3 1.1 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.1 1.3 1.6 1.9 2.4 2.9 3.4 4.0 4.4 4.6 4.7 4.6 4.4 4.3 4.5 4.6 4.7 4.5 4.2 3.7 3.1 2.6 2.1 1.7 1.4 1.2 1.1 1.0 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.1 1.3 1.6 2.0 2.5 3.0 3.6 4.1 4.5 4.7 4.7 4.5 4.4 4.5 4.7 4.7 4.5 4.2 3.7 4.2 4.4 4.5 4.4 4.2 3.8 3.3 2.8 2.3 1.9 1.6 1.4 1.2 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 1.1 1.2 1.4 1.7 2.1 2.5 3.1 3.6 4.2 4.5 4.7 4.7 4.6 4.4 4.4 4.6 4.7 4.7 4.5 4.0 3.5 2.8 2.3 1.9 1.5 1.3 1.1 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 1.0 1.1 1.4 1.7 2.1 2.6 3.2 3.8 4.3 4.6 4.7 4.6 4.5 4.4 4.6 4.7 4.7 4.4 4.0 3.4 2.8 2.3 1.9 1.5 1.2 1.0 0.9 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.9 1.1 1.3 1.7 2.0 2.5 3.0 3.5 3.9 4.2 4.3 4.2 4.0 4.2 4.3 4.2 4.0 3.6 3.1 2.7 3.2 3.7 4.2 4.4 4.5 4.4 4.2 4.1 4.2 4.3 4.5 4.4 4.3 3.9 3.4 2.9 2.4 1.9 1.6 1.4 1.2 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.2 1.4 1.8 2.2 2.7 3.2 3.8 4.3 4.6 4.7 4.7 4.5 4.3 4.5 4.7 4.7 4.6 4.3 3.8 3.2 2.7 2.2 1.7 1.4 1.2 1.0 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.9 0.9 1.0 1.2 1.5 1.8 2.2 2.8 3.3 3.9 4.3 4.6 4.7 4.6 4.4 4.4 4.6 4.7 4.5 4.2 3.7 3.1 2.5 2.1 1.7 1.3 1.1 0.9 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.8 0.9 1.1 1.4 1.8 2.2 2.6 3.2 3.7 4.0 4.2 4.3 4.2 4.1 4.2 4.3 4.1 3.8 3.4 2.9 2.3 1.9 1.5 1.2 0.9 1.1 1.3 1.6 2.0 2.5 3.1 3.7 4.3 4.6 4.7 4.7 4.5 4.3 4.4 4.6 4.7 4.6 4.4 3.9 3.3 2.7 2.2 1.8 1.5 1.2 1.0 0.9 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.9 1.0 1.2 1.5 1.9 2.4 2.9 3.5 4.0 4.4 4.6 4.6 4.5 4.3 4.5 4.6 4.6 4.4 4.0 3.4 2.8 2.3 1.9 1.5 1.2 1.0 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 1.0 1.2 1.5 1.8 2.2 2.6 3.1 3.6 3.9 4.1 4.1 3.9 4.0 4.1 4.0 3.8 3.5 3.0 2.5 2.0 1.7 0.7 0.9 1.1 1.4 1.8 2.3 2.8 3.4 4.0 4.4 4.6 4.6 4.5 4.3 4.5 4.6 4.6 4.5 4.1 3.6 3.0 2.4 2.0 1.6 1.3 1.0 0.9 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.8 1.0 1.2 1.5 1.9 2.3 2.8 3.3 3.6 3.9 4.0 3.9 3.8 4.0 4.0 3.9 3.6 0.6 0.7 0.9 1.1 1.4 1.8 2.2 2.7 3.2 3.6 3.9 4.0 4.0 3.8 4.0 4.0 4.0 2.8 2.3 1.8 2.6 2.1 1.6 2.7 2.2 1.7 1.4 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 117.2, 117.3, 118, 119, 120, 121, 140, AND J013 ON SHEETS E901, E902, E903, E905, AND E906. PROVIDE OLDCASTLE TYPE 1 JUNCTION BOX WITH NON-SKID LID. SEE CITY OF RENTON STANDARD DETAIL 119 ON SHEET E902 FOR ADDITIONAL INFORMATION. PROVIDE (1) 2"C, 2#8, 1#8 EGC AND (1) 2"C SPARE. FLAG NOTES: 1 2 3 4 1. EQUIPMENT AND CONDUIT ROUTING SHOWN IS DIAGRAMMATIC. COORDINATE EQUIPMENT LOCATION WITH ARCHITECTURAL, STRUCTURAL, CIVIL, AND LANDSCAPE PRIOR TO INSTALLATION. 2. PROVIDE PVC 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. 6. POLE NUMBERS SHALL BE PROVIDED BY CITY OF RENTON, INSTALLED BY CONTRACTOR AFTER LIGHT POLE INSTALLATION. CONTACT ERIC CUTSHALL AT (425) 430-7423 FOR POLE NUMBERS. GENERAL NOTES: PEDESTRIAN LIGHTING CALCULATIONS ILLUMINANCE(FC) AVERAGE MAXIMUM MINIMUM AVG/MIN RATIO MAX/MIN RATIO 2.59 4.7 0.5 5.18 9.40 11.17.25 76 OF 76 1"=10' 70 OF 77 T-432617 TRANSPORTATION OPERATION cbarnes 12/29/2025 DEVELOPMENT ENGINEERING HBray 12/29/2025 2 1 5 7 4 4 6 (E)STREET LIGHTING HAND HOLE (E)ELEC CABINET #0078 (E)ELECTRICAL PATHWAY 3 3 9 9 2 8 8 23 3 1 1 4 0.6 0.8 1.0 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.6 1.4 1.3 1.3 1.3 1.3 1.2 1.0 0.6 0.8 1.0 1.2 1.5 1.7 1.8 1.8 1.8 1.7 1.6 1.4 1.3 1.3 1.3 1.2 1.1 1.0 0.6 0.8 1.0 1.2 1.4 1.6 1.7 1.8 1.7 1.7 1.5 1.4 1.3 1.3 1.3 1.2 1.1 1.0 0.6 0.8 1.0 1.2 1.4 1.5 1.6 1.7 1.7 1.6 1.5 1.3 1.3 1.2 1.2 1.2 1.1 0.9 0.6 0.7 0.9 1.1 1.3 1.4 1.5 1.6 1.6 1.6 1.4 1.3 1.2 1.2 1.2 1.1 1.0 0.9 ~ FO G S T R I P E DY S ELECTRICAL ABBREVIATIONS AND NOTES E102 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-432616 2 E102 SCALE: 1" = 10' ELECTRICAL SITE PLAN - STREET LIGHTING N.E 10TH ST. 1 E102 SCALE: NONE CROSSWALK PHOTOMETRIC CALCULATIONS (E)POLE LIGHT. POLE NUMBER 1362D RRFB WIRING SCHEDULE NO. 1 RACEWAY CONDUIT SIZE 1" SCHED. 40 PVC - RRFB 1-4C PUSH BUTTON 1-PR(SH) 2 3" SCHED. 40 PVC 1 RRFB POWER - - 1 1 GROUND 1-#6 PULL TAPE 3 2" SCHED. 40 PVC 1- 2 4 2" SCHED. 80 PVC -5C CABLE - 1 1 3" SCHED. 40 PVC (SPARE)1- - - - - - - - 1 - 2" SCHED. 80 PVC (SPARE)-- - 1- CROSSWALM LIGHTING CALCULATIONS ILLUQINANCE(FC) AVERAGE QA,IQUQ QINIQUQ AVGXQIN RATIO QA,XQIN RATIO 1.27 1.8 0.5 2.15 3.00 11.17.25 76 OF 76 1. E:UIPQENT AND CONDUIT ROUTING SHOWN IS DIAGRAQQA TIC. COORDINATE E:UIPQENT LOCATION WITH ARCHITECTURALJ STRUCTURALJ CIVILJ AND LANDSCAPE PRIOR TO INSTALLATION. 2. PROVIDE PVC FOR ALL UNDERGROUND CONDUIT. 3. PROVIDE HANDHOLES AS RE:UIRED FOR ALL POWER AND LIGHTING CIRCUITS. SPLICE CONDUCTORS IN HANDHOLES. 4. PROVIDE ADDITIONAL PULL BO,ES AS RE:UIRED TO QIN IQIZE TOTAL BEND RADIUS TO 2'0 DEGREES FOR POWER CONDUCTORS AND 180 DEGREES FOR LOW VOLTAGE CABLING. SIZE PULL BO,ES PE R NEC. 5. COORDINATE WITH UTILITY COQPANIES FOR CONNECTING SERVICES. GENERAL NOTES9 1 PROVIDE NEW POWER CONDUCTORS FOR NEW RRFB TO CONTACTORS IN E,ISTING SERVICE CABINET. FURNISH AND INSTALL NEW TYPE II KUNCTION BO,. PROVDE CONDUIT AND CONDUCTORS PER RRFB WIRING SCHEDULE FROQ HAND HOLE TO ACCESSIBLE PUSH BUTTON POST. SEE SECTION 1330.05(')(A)OF WSDOT DESIGN QANUAL Q 2 2-01.23 FOR ADDITIONAL INFORQATION. PROVDE CONDUIT AND CONDUCTORS PER RRFB WIRING SCHEDULE BETWEEN HAND HOLE AND KUNCTION BO,. SEE SECTION 1330.05(')(A)OF WSDOT DESIGN QANUAL Q 22-01 .23 FOR ADDITIONAL INFORQATION. INSTALL ACCESSIBLE PUSH BUTTON POSTJ FOUNDATION PER WSDOT STANDARD PLAN K-20.15-04 AND (1) PEDESTRIAN PUSH BUTTON ASSEQBLY ON EAST SIDE OF POST. INTERCEPT AND E,TEND E,ISTING CONDUIT AND CONDUCTOR S TO NEW KUNCTION BO,. INSTALL ACCESSIBLE PUSH BUTTON POSTJ FOUNDATION PER WSDOT STANDARD PLAN K-20.11-03 AND (1) PEDESTRIAN PUSH BUTTON ASSEQBLY ON WEST SIDE OF POST. CONSTRUCT RRFB POLE PER CITY OF RENTON STANDARD PLANS SCALE 1"=20' 0 10 20 40 SCALE 1"=20' 0 10 20 40 SCALE 1"=10' 5 10 200 1"=10' 2 1 5 7 4 4 6 (E)STREET LIGHTING HAND HOLE (E)ELEC CABINET #0078 (E)ELECTRICAL PATHWAY 3 3 9 9 2 8 8 23 3 1 1 4 2 1 5 7 4 4 6 (E)STREET LIGHTING HAND HOLE (E)ELEC CABINET #0078 (E)ELECTRICAL PATHWAY 3 3 9 9 2 8 8 23 3 1 1 4 INSTALL ACCESSIBLE PUSH BUTTON POSTJ FOUNDATION PER WSDOT STANDARD PLAN K-20.15-04 AND (1) PEDESTRIAN PUSH BUTTON ASSEQBLY ON WEST SIDE OF POST. 8 7 2 1 5 7 4 4 6 (E)STREET LIGHTING HAND HOLE (E)ELEC CABINET #0078 (E)ELECTRICAL PATHWAY 3 3 9 9 2 8 8 23 3 1 1 4 2 1 5 7 4 4 6 (E)STREET LIGHTING HAND HOLE (E)ELEC CABINET #0078 (E)ELECTRICAL PATHWAY 3 3 9 9 2 8 8 23 3 1 1 4 2 71 OF 77 T-432618 TRANSPORTATION OPERATION cbarnes 12/29/2025 DEVELOPMENT ENGINEERING HBray 12/29/2025 4'-9" PER STRUCTURAL ANALYSIS 2 72 OF 77 T-432619 TRANSPORTATION OPERATION cbarnes 12/29/2025 DEVELOPMENT ENGINEERING HBray 12/29/2025 NE 10TH ST 3 4 1 4 3 3 3 2 2 2 2 2 4 4 4 4 4 1 2 (TYP) 1 2 (TYP) ELECTRICAL ABBREVIATIONS AND NOTES E101 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-432615 SL1 SL2 SL3 SL5SL4 2 E101 SCALE: 1" = 10' ELECTRICAL SITE PLAN 3 E101 SCALE: NONE LUMINAIRE WIRING DIAGRAM 1 E101 SCALE: NONE PHOTOMETRIC CALCULATIONS SL1 SL2 SL3 SL5SL4 LUMINAIRE WIRING SCHEDULE NO. 1 RACEWAY CONDUIT SIZE 2" SCHED. 80 PVC #8 AWG EQUIPMENT GROUND SIZE QUANTITY OF TRACER WIRES 2 2" SCHED. 80 PVC (SPARE)- QUANTITY OF PHASE CONDUCTORS #8 AWG - - 1 OFFSITE LIGHTING LUMINAIRE SCHEDULE POLE ID NUMBER STREET NAME N.E 10TH ST.DOMIA CY55P1B LED SERIES MODEL STATION DOME STYLE LED PEDESTRIAN LUMINAIRE DESCRIPTION FIXED BASE TYPE 0.850 LFF 6524 LUMENS 55.1 WATTAGE DOME STYLE LED PEDESTRIAN LUMINAIREFIXED 0.850 6524 55.1 DOME STYLE LED PEDESTRIAN LUMINAIREFIXED 0.850 6524 55.1 DOME STYLE LED PEDESTRIAN LUMINAIREFIXED 0.850 6524 55.1 DOME STYLE LED PEDESTRIAN LUMINAIREFIXED 0.850 6524 55.1 N.E 10TH ST. N.E 10TH ST. N.E 10TH ST. N.E 10TH ST. DOMIA CY55P1B LED SERIES DOMIA CY55P1B LED SERIES DOMIA CY55P1B LED SERIES DOMIA CY55P1B LED SERIES OFFSET MOUNTING HEIGHT ARM LENGTHMANUFACTURER CYCLONE LIGHTING CYCLONE LIGHTING CYCLONE LIGHTING CYCLONE LIGHTING CYCLONE LIGHTING 240 VOLTAGE 240 240 240 240 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 16'-6" 16'-6" 16'-6" 16'-6" 16'-6" 3+61.69 23.00' LT 4+27.36 23.00' LT 23.00' LT 23.00' LT 23.00' LT 4+99.86 5+68.87 6+42.56 NOTES: 1. FIXTURE ON SAME POLE AS PEDESTRIAN FIXTURE. SEE DETAIL RENTON STANDARD DETAIL 117.1 2. PROVIDE ALL LUMINAIRES WITH SIDE MOUNT ADAPTOR. SEE DETAIL RENTON STANDARD DETAIL 117.2. LUM. POLE ID SL1 SL2 SL3 SL4 SL5 LATITUDE LONGITUDE SCALE 1"=20' 0 10 20 40 SCALE 1"=20' 0 10 20 40 SCALE 1"=10' 5 10 200 ~A S P H ~ 6'AW 6'AW6'AW ~A S P H ~ SWALE RIDGE 4'GATE 4'GATE 4'CLF4'CLF 4'CLF 4'CLF 4'CLF 4'CLF ~GRAV VEGETATION GRASS GRASS VEGETATIONVEGETATION 26"CON TOE T O P TOP 30' SLHH 2"G(P) 2"G(P) 2"G(P) 4"G(R) 4"G(R) 8"SS 8"PSS8"PSS(R) 8"PSS(R) 8"PSS(R) 8"PSD 12"PSD 12"PSD(R) 12"PSD(R)8"W(R)8"W(R) N.E 10TH ST.1.3 1.5 1.8 2.2 2.7 3.3 3.8 4.3 4.6 4.7 4.6 4.4 4.3 4.4 4.6 4.7 4.6 4.4 3.9 3.3 1.1 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.1 1.3 1.6 1.9 2.4 2.9 3.4 4.0 4.4 4.6 4.7 4.6 4.4 4.3 4.5 4.6 4.7 4.5 4.2 3.7 3.1 2.6 2.1 1.7 1.4 1.2 1.1 1.0 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.1 1.3 1.6 2.0 2.5 3.0 3.6 4.1 4.5 4.7 4.7 4.5 4.4 4.5 4.7 4.7 4.5 4.2 3.7 4.2 4.4 4.5 4.4 4.2 3.8 3.3 2.8 2.3 1.9 1.6 1.4 1.2 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 1.1 1.2 1.4 1.7 2.1 2.5 3.1 3.6 4.2 4.5 4.7 4.7 4.6 4.4 4.4 4.6 4.7 4.7 4.5 4.0 3.5 2.8 2.3 1.9 1.5 1.3 1.1 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 1.0 1.1 1.4 1.7 2.1 2.6 3.2 3.8 4.3 4.6 4.7 4.6 4.5 4.4 4.6 4.7 4.7 4.4 4.0 3.4 2.8 2.3 1.9 1.5 1.2 1.0 0.9 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.9 1.1 1.3 1.7 2.0 2.5 3.0 3.5 3.9 4.2 4.3 4.2 4.0 4.2 4.3 4.2 4.0 3.6 3.1 2.7 3.2 3.7 4.2 4.4 4.5 4.4 4.2 4.1 4.2 4.3 4.5 4.4 4.3 3.9 3.4 2.9 2.4 1.9 1.6 1.4 1.2 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.2 1.4 1.8 2.2 2.7 3.2 3.8 4.3 4.6 4.7 4.7 4.5 4.3 4.5 4.7 4.7 4.6 4.3 3.8 3.2 2.7 2.2 1.7 1.4 1.2 1.0 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.9 0.9 1.0 1.2 1.5 1.8 2.2 2.8 3.3 3.9 4.3 4.6 4.7 4.6 4.4 4.4 4.6 4.7 4.5 4.2 3.7 3.1 2.5 2.1 1.7 1.3 1.1 0.9 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.8 0.9 1.1 1.4 1.8 2.2 2.6 3.2 3.7 4.0 4.2 4.3 4.2 4.1 4.2 4.3 4.1 3.8 3.4 2.9 2.3 1.9 1.5 1.2 0.9 1.1 1.3 1.6 2.0 2.5 3.1 3.7 4.3 4.6 4.7 4.7 4.5 4.3 4.4 4.6 4.7 4.6 4.4 3.9 3.3 2.7 2.2 1.8 1.5 1.2 1.0 0.9 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.9 1.0 1.2 1.5 1.9 2.4 2.9 3.5 4.0 4.4 4.6 4.6 4.5 4.3 4.5 4.6 4.6 4.4 4.0 3.4 2.8 2.3 1.9 1.5 1.2 1.0 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 1.0 1.2 1.5 1.8 2.2 2.6 3.1 3.6 3.9 4.1 4.1 3.9 4.0 4.1 4.0 3.8 3.5 3.0 2.5 2.0 1.7 0.7 0.9 1.1 1.4 1.8 2.3 2.8 3.4 4.0 4.4 4.6 4.6 4.5 4.3 4.5 4.6 4.6 4.5 4.1 3.6 3.0 2.4 2.0 1.6 1.3 1.0 0.9 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.8 1.0 1.2 1.5 1.9 2.3 2.8 3.3 3.6 3.9 4.0 3.9 3.8 4.0 4.0 3.9 3.6 0.6 0.7 0.9 1.1 1.4 1.8 2.2 2.7 3.2 3.6 3.9 4.0 4.0 3.8 4.0 4.0 4.0 2.8 2.3 1.8 2.6 2.1 1.6 2.7 2.2 1.7 1.4 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 117.2, 117.3, 118, 118, 120, 121, 140, AND J013 ON SHEETS E901, E902, E903, E905, AND E906. PROVIDE OLDCASTLE TYPE 1 JUNCTION BOX WITH NON-SKID LID. SEE CITY OF RENTON STANDARD DETAIL 119 ON SHEET E902 FOR ADDITIONAL INFORMATION. PROVIDE (1) 2"C, 2#8, 1#8 EGC AND (1) 2"C SPARE. FLAG NOTES: 1 2 3 4 1. EQUIPMENT AND CONDUIT ROUTING SHOWN IS DIAGRAMMATIC. COORDINATE EQUIPMENT LOCATION WITH ARCHITECTURAL, STRUCTURAL, CIVIL, AND LANDSCAPE PRIOR TO INSTALLATION. 2. PROVIDE PVC 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. 6. POLE NUMBERS SHALL BE PROVIDED BY CITY OF RENTON, INSTALLED BY CONTRACTOR AFTER LIGHT POLE INSTALLATION. CONTACT ERIC CUTSHALL AT (425) 430-7423 FOR POLE NUMBERS. GENERAL NOTES: PEDESTRIAN LIGHTING CALCULATIONS ILLUMINANCE(FC) AVERAGE MAXIMUM MINIMUM AVG/MIN RATIO MAX/MIN RATIO 2.59 4.7 0.5 5.18 9.40 11.17.25 76 OF 76 1"=10' T-432622 77 OF 77 E906 T-432624 TRANSPORTATION OPERATION cbarnes 12/29/2025 DEVELOPMENT ENGINEERING HBray 12/29/2025