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Home My WebLink AboutAB-4280CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 2 8 0 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 LU A 2 3 - 0 0 0 1 2 7 PR 2 3 - 0 0 0 0 6 8 C2 3 0 0 4 8 7 3 1 HAZEN HIGH SCHOOL SITEWORK FOR PORTABLE CLASSROOMS GENERAL INFORMATION 1"=10' PERMIT/PRICING REVIEW SET COP-1 5/22/23 CIVIL PERMIT SUBMITTAL 9/12/23 CIVIL PERMIT RESUBMITTAL 11/30/23 CITY AS-BUILT REVIEW 08/12/25 R-428001 CITY AS-BUILT REVIEW RESUBMITTAL 10/17/25 THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS-BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY MOECO, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN AUGUST 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. CONSTRUCTION RECORD DRAWING SITE WORK FOR PORTABLE CLASSROOM 2023 HAZEN HIGH SCHOOL CIVIL RECORD DRAWINGS CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 2 8 0 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 LU A 2 3 - 0 0 0 1 2 7 PR 2 3 - 0 0 0 0 6 8 C2 3 0 0 4 8 7 3 1 HAZEN HIGH SCHOOL SITEWORK FOR PORTABLE CLASSROOMS GENERAL INFORMATION 1"=10' PERMIT/PRICING REVIEW SET R-428002 THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS-BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY MOECO, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN AUGUST 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. CONSTRUCTION RECORD DRAWING COP-1 5/22/23 CIVIL PERMIT SUBMITTAL 9/12/23 CIVIL PERMIT RESUBMITTAL 11/30/23 CITY AS-BUILT REVIEW 08/12/25 CITY AS-BUILT REVIEW RESUBMITTAL 10/17/25 SAWCUT AND REMOVE EXISTING ASPHALT TO INSTALL NEW ELECTRICAL AND COMMUNICATION LINES (TYP) SEE ELECTRICAL PLANS FOR DETAILED CONDUIT AND VAULT INFORMATION. REMOVE EX SPEED BUMP IP INSTALL CB PROTECTION AT ALL CATCH BASINS IN VICINITY OF PORTABLE INSTALLATION (TYP) IP IP GRIND AND REMOVE EXISTING PARKING STALL STRIPING SOUTH OF PROPOSED PORTABLES (TYP) SAWCUT AND REMOVE EXISTING ASPHALT TO INSTALL NEW ELECTRICAL AND COMMUNICATION LINES (TYP) SEE ELECTRICAL PLANS FOR DETAILED CONDUIT AND VAULT INFORMATION. EXISTING WATER MAIN EASEMENT PROPOSED PORTABLES TO BE LOCATED ON TOP OF EXISTING ASPHALT (TYP) 1 1 SAWCUT AND REMOVE EXISTING ASPHALT TO INSTALL NEW FIRE HYDRANT SAWCUT AND REMOVE EXISTING ASPHALT TO INSTALL NEW FIRE HYDRANT (45 SF LOCATED OVER WATER MAIN TAP - SEE SHEET C400) 144 SF 1,506 SF 24 S F INSTALL CB PROTECTION 219 SF SCALE 1"=10' 5 10 200 g. 8-1-1 Call before you D or 1-800-424-5555 UNDERGROUND SERVICE (USA) R CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 2 8 0 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 LU A 2 3 - 0 0 0 1 2 7 PR 2 3 - 0 0 0 0 6 8 C2 3 0 0 4 8 7 3 1 HAZEN HIGH SCHOOL SITEWORK FOR PORTABLE CLASSROOMS DEMOLITION PLAN 1"=10' PERMIT/PRICING REVIEW SET LEGEND SAWCUT LINE PROPERTY LINE INLET PROTECTION IP DEMO ASPHALT ASPHALT REPLACEMENT LEGEND DESCRIPTION QUANTITY UNIT UTILITY REPLACED ASPHALT 1,938 SF R-428003 THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS-BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY MOECO, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN AUGUST 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. CONSTRUCTION RECORD DRAWING COP-1 5/22/23 CIVIL PERMIT SUBMITTAL 9/12/23 CIVIL PERMIT RESUBMITTAL 11/30/23 CITY AS-BUILT REVIEW 08/12/25 CITY AS-BUILT REVIEW RESUBMITTAL 10/17/25 COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT 1.1% 1.0% 0.1% 0.9% 0.8% 0.6% 0.2% 0.4% 0.0% 1. 0 % 1. 0 % 0. 1 % 0. 1 % 0. 9 % 1.0% 1. 0 % 0.6% 0.8% 1. 1 % 0. 6 % 1.9% 1.7% 3 . 8 % 2 . 8 % 0. 5 % 0.2% 2. 3 % 1. 2 % REPLACE EXISTING CB GRATE WITH ADA COMPLIANT GRATE 0.8 % 1. 1 % 1.4 % 1. 7 % 1. 7 % 1. 7 % 2 . 0 % 1. 6 % 1. 7 % 0. 7 %1.2% 1.4%0.1% 0.6%1.4% PATCH ASPHALT AND MATCH EXISTING THICKNESS. SEAL ALL SAWCUT LINES, AND COAT WITH SAND TO REDUCE TRACKING INTO NEW PORTABLES (TYP) 4" WIDE PAINTED WHITE STRIPE TO DEFINE PEDESTRIAN PATHWAY WHEEL STOPS 4" WIDE WHITE PARKING LOT STRIPING, AND STENCILED "COMPACT" STALLS WHERE INDICATED. PATCH ASPHALT AND MATCH EXISTING THICKNESS. SEAL ALL SAWCUT LINES, AND COAT WITH SAND TO REDUCE TRACKING INTO NEW PORTABLES (TYP) EXTRUDED CURBS, AND PAINT WHITE EXTRUDED CURBS, AND PAINT WHITE GAP OF EXTRUDED CURB AT EXISTING CATCH BASIN 4" WIDE PAINTED WHITE STRIPE TO DEFINE PEDESTRIAN PATHWAY GRIND AND OVERLAY EXISTING ASPHALT TO PROVIDE A MAXIMUM 1.9% CROSS SLOPE IN THIS ZONE PROPOSED PEDESTRIAN PATHWAY SLOPES (TYP). ALL SLOPES ARE LESS THAN 2%, AND THE PATHWAY IS ADA COMPLIANT PROPOSED PEDESTRIAN PATHWAY SLOPES (TYP). ALL SLOPES ARE LESS THAN 2%, AND THE PATHWAY IS ADA COMPLIANT DS DS DSDS DS DS DSDS DS DS DSDS DS DS DSDS EXISTING WATER MAIN EASEMENT GAP OF EXTRUDED CURB AT EXISTING CATCH BASIN EXTRUDED CURB AND PAINT WHITE SEE DETAIL ELEC./COMM. VAULTS. SET FLUSH WITH ADJACENT ASPHALT ELEVATIONS. SEE ELEC./COMM. PLANS 1 466.61(EX) 466.08(EX) 466.08(EX) 466.37(EX) 466.57(EX) 466.61(EX) 466.51(EX) 466.50(EX) 466.69(EX) 466.65(EX)466.81(EX) 0. 8 % 466.03 466.03 3 . 6 % 3 . 0 % 466.36 0. 7 % 3. 3 % 3. 1 % 466.67(EX) 466.74(EX) 2.8% 466.93(EX) 466.96(EX) 2.4% 0. 5 % 466.99(EX) 466.91(EX) 1. 4 % 467.09(EX)467.04(EX) 1. 0 % 0.6% 0. 4 % 466.67 (EX)466.66 (EX) 466.72 (EX) 466.68 (EX) 466.61 (EX) 466.58 (EX) 466.42 (EX) 466.43 (EX) 466.14 (EX) 466.15 (EX) 465.97 (EX) 0.3% 1. 2 % 465.97 (EX) 466.00 (EX) 466.07 (EX)466.06 (EX) 466.07 (EX) 466.05 (EX) 466.07 (EX) 466.02 (EX) 466.21 (EX) 466.15 (EX) 466.34 (EX) 466.33 (EX) 466.54 (EX) 466.53 (EX) 466.64 (EX) 466.68 (EX) 466.66 (EX) 466.62 (EX) 466.55 (EX) 466.49 (EX) 466.45 (EX) 466.38 (EX) 466.33 (EX) 466.25 (EX) 0. 2 % 466.20 (EX) 466.12 (EX) 466.13 (EX) 466.05 (EX) 466.06 (EX) 465.96 (EX) 465.97 (EX) 465.89 (EX) 466.03 (EX) 465.94 (EX) 466.09 (EX) 466.06 (EX) 466.21 (EX) 466.20 (EX) CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 2 8 0 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 LU A 2 3 - 0 0 0 1 2 7 PR 2 3 - 0 0 0 0 6 8 C2 3 0 0 4 8 7 3 1 SCALE 1"=10' 5 10 200 g. 8-1-1 Call before you D or 1-800-424-5555 UNDERGROUND SERVICE (USA) R HAZEN HIGH SCHOOL SITEWORK FOR PORTABLE CLASSROOMS GRADING AND PAVING PLAN 1"=10' LEGEND PROPERTY LINE ASPHALT PAVEMENT PROPOSED PORTABLE CONCRETE CURB EXTRUDED CURB ASPHALT OVERLAY PERMIT/PRICING REVIEW SET R-428004 THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS-BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY MOECO, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN AUGUST 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. CONSTRUCTION RECORD DRAWING COP-1 5/22/23 CIVIL PERMIT SUBMITTAL 9/12/23 CIVIL PERMIT RESUBMITTAL 11/30/23 CITY AS-BUILT REVIEW 08/12/25 CITY AS-BUILT REVIEW RESUBMITTAL 10/17/25 0.25% 0.85% 1.0% 1.8% COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT 15' MIN 15' MIN 4' 4' 2'2' 29 . 6 ' 27 ' 29 . 6 ' 8.5' 28 ' 8.7' 8.4' 5' 5' 5' 1.9' 20 ' 16 ' 5' 5' 0.9' 9. 7 ' 12 . 1 ' 5. 2 ' 1 SCALE 1"=10' 5 10 200 g. 8-1-1 Call before you D or 1-800-424-5555 UNDERGROUND SERVICE (USA) R CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 2 8 0 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 LU A 2 3 - 0 0 0 1 2 7 PR 2 3 - 0 0 0 0 6 8 C2 3 0 0 4 8 7 3 1 HAZEN HIGH SCHOOL SITEWORK FOR PORTABLE CLASSROOMS HORIZONTAL CONTROL PLAN 1"=10' LEGEND PROPERTY LINE PROPOSED PORTABLE CONCRETE CURB EXTRUDED CURB PERMIT/PRICING REVIEW SET R-428005 THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS-BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY MOECO, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN AUGUST 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. CONSTRUCTION RECORD DRAWING COP-1 5/22/23 CIVIL PERMIT SUBMITTAL 9/12/23 CIVIL PERMIT RESUBMITTAL 11/30/23 CITY AS-BUILT REVIEW 08/12/25 CITY AS-BUILT REVIEW RESUBMITTAL 10/17/25 COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT REPLACE EXISTING CB GRATE WITH ADA COMPLIANT GRATE DS DS DSDS DS DS DSDS DS DS DSDS DS DS DSDS EXISTING WATER MAIN EASEMENT PPPPPPPPPP P P P P P PPPPPPPPPP P P P P P P P P P P P P P CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M PPPP P P P P P P P COM COM COM COM COM COM COM COM COM COM COM COM COMCOM COM COM COM COM COMCOMCOMCOMCOMCOMCOMCOM COM COM COM COM COM COMCOMCOMCOMCOMCOMCOMCOM W W W W SD SD SD SD SD CONNECT TO EX CATCH BASIN IE 461.25 6"(IN)W 6" VAULT DRAIN IE 463.28 6"(OUT)E 6" VAULT DRAIN IE 463.25 6"(OUT)SE 50 LF 6" PVC SD @ 3.6% 7 LF 6" PVC SD @ 10.3% COMM. CONDUIT DUCT BANK (TYP). SEE ELECTRICAL PLANS POWER CONDUIT DUCT BANK (TYP). SEE ELECTRICAL PLANS COMM VAULT. SEE COMM. PLANS POWER VAULT. SEE ELECTRICAL PLANS SD LINE TAKES PRIORITY. ADJUST POWER CONDUITS AS REQUIRED CONCRETE SPLASH BLOCKS AT EVERY DOWNSPOUT AND ANGLE IN DIRECTION OF SURFACE FLOW PROVIDE CONCRETE SPLASH BLOCKS AT EVERY DOWNSPOUT AND ANGLE IN DIRECTION OF SURFACE FLOW 1 NEW FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN 310.1 SEE DETAIL 7. 5 ' PATCH ASPHALT SEE DETAIL C510 8 PROPOSED 15' WATER MAIN EASEMENT SEE SHEET C510 FOR WATER MAIN PROFILE 7.5' CONNECTION TO EX WATER ON SITE (1) 10"X8" HOT TAP (1) 8" GATE VALVE (FLXMJ) W/ THRUST BLOCKING FIRE HYDRANT ASSEMBLY (1) 8"X6" TEE (MJXFL) (1) 6" GATE VALVE (FLXMJ) (1) 8" PLUG (MJ) 5 LF DI SPOOL W/ THRUST BLOCK PER APPROVED FIELD REVISIONS 5' (1) 8" 45° BEND (MJ) 12 LF 8" DI CL52 (1) 8" 45° BEND (MJ) 38 L F 8 " D I C L 5 2 8 LF 8" DI CL52 FIELD LOCATE LIGHT FIXUTRE. NEW BASE AND OWNER FURNISHED LIGHT POLE AND FIXTURE. SEE ELECTRICAL PLANS 8" POLYPIGGING STATION PER CITY OF RENTON STD PLAN 300.7 SEE DETAIL C511 1 C511 4 AS-BUILT VAULT LOCATIONS TO ACCOMMODATE PERMITTED MODULAR BUILDING SHIFT AS SHOWN CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 2 8 0 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 LU A 2 3 - 0 0 0 1 2 7 PR 2 3 - 0 0 0 0 6 8 C2 3 0 0 4 8 7 3 1 SCALE 1"=10' 5 10 200 g. 8-1-1 Call before you D or 1-800-424-5555 UNDERGROUND SERVICE (USA) R HAZEN HIGH SCHOOL SITEWORK FOR PORTABLE CLASSROOMS UTILITY AND DRAINAGE PLAN 1"=10' LEGEND PROPERTY LINE ASPHALT PAVEMENT PROPOSED PORTABLE CONCRETE CURB EXTRUDED CURB ASPHALT OVERLAY PERMIT/PRICING REVIEW SET R-428006W-428001 WT R - 2 7 - 4 2 8 0 WATER MAIN CONNECTION REVISION THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS-BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY MOECO, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN AUGUST 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. CONSTRUCTION RECORD DRAWING ALL MECHANICAL JOINT FITTINGS ARE WEDGE-TYPE RESTRAINED RETAINING GLAND PER SUBMITTAL COP-1 5/22/23 CIVIL PERMIT SUBMITTAL 9/12/23 CIVIL PERMIT RESUBMITTAL 11/30/23 CITY AS-BUILT REVIEW 08/12/25 CITY AS-BUILT REVIEW RESUBMITTAL 10/17/25 COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT DS DS DSDS DS DS DSDS DS DS DSDS DS DS DSDS EXISTING WATER MAIN EASEMENT PPPPPPPPPP P P P P P PPPPPPPPPP P P P P P P P P P P P P P CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M PPPP P P P P P P P COM COM COM COM COM COM COM COM COM COM COM COM COMCOM COM COM COM COM COMCOMCOMCOMCOMCOMCOMCOM COM COM COM COM COM COMCOMCOMCOMCOMCOMCOMCOM W W W W SD SD SD SD SD EX FIRE HYDRANT 150' HOSE DISTANCE FIRE HYDRANT 150' HOSE DISTANCE FIRE HYDRANT 150' HOSE DISTANCE EX FIRE HYDRANT 150' HOSE DISTANCE (4) BOLLARDS PER CITY OF RENTON REQUIREMENTS PATCH ASPHALT SEE DETAIL C510 8 NEW FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN 310.1 SEE DETAIL EXISTING FIRE HYDRANT PROPOSED 15' WATER MAIN EASEMENT CONNECTION TO EX WATER ON SITE (1) 10"X8" HOT TAP (1) 8" GATE VALVE (FLXMJ) W/ THRUST BLOCKING FIRE HYDRANT ASSEMBLY (1) 8"X6" TEE (MJXFL) (1) 6" GATE VALVE (FLXMJ) (1) 8" PLUG (MJ) 5 LF DI SPOOL W/ THRUST BLOCK PER APPROVED FIELD REVISIONS (1) 8" 45° BEND (MJ) (1) 8" 45° BEND (MJ) 38 L F 8 " D I C L 5 2 12 LF 8" DI CL52 8 LF 8" DI CL52 C511 4 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 2 8 0 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 LU A 2 3 - 0 0 0 1 2 7 PR 2 3 - 0 0 0 0 6 8 C2 3 0 0 4 8 7 3 1 SCALE 1"=10' 5 10 200 g. 8-1-1 Call before you D or 1-800-424-5555 UNDERGROUND SERVICE (USA) R HAZEN HIGH SCHOOL SITEWORK FOR PORTABLE CLASSROOMS FIRE PLAN 1"=10' LEGEND PROPERTY LINE ASPHALT PAVEMENT PROPOSED PORTABLE CONCRETE CURB EXTRUDED CURB ASPHALT OVERLAY PERMIT/PRICING REVIEW SET R-428007W-428002 WT R - 2 7 - 4 2 8 0 THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS-BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY MOECO, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN AUGUST 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. CONSTRUCTION RECORD DRAWING COP-1 5/22/23 CIVIL PERMIT SUBMITTAL 9/12/23 CIVIL PERMIT RESUBMITTAL 11/30/23 CITY AS-BUILT REVIEW 08/12/25 CITY AS-BUILT REVIEW RESUBMITTAL 10/17/25 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 2 8 0 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 LU A 2 3 - 0 0 0 1 2 7 PR 2 3 - 0 0 0 0 6 8 C2 3 0 0 4 8 7 3 1 HAZEN HIGH SCHOOL SITEWORK FOR PORTABLE CLASSROOMS SITE DETAILS 1"=10' PERMIT/PRICING REVIEW SET ASPHALT CONCRETE HMA CLASS 1/2" (3" MIN) REPLACEMENT PATCH TO BE 1" THICKER THAN PREVIOUSLY EXISTED SEAL JOINT WITH COUNTY APPROVED SEALANT FINAL JOIN MUST BE SAW-CUT (TYP) 12" MIN1" BELOW EXIST EXISTING ASPHALT COMPACTED CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE SEE STANDARD PIPE TRENCH DETAIL APPLY ASPHALT TACK COAT AT ALL JOINTS (TYP) Asphalt patch 8NTS WT R - 2 7 - 4 2 8 0 R-428008W-428003 Catch Basin Insert 1NTS Erosion and Sediment Control Standard Plan Notes 5NTS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS-BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY MOECO, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN AUGUST 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. CONSTRUCTION RECORD DRAWING Not Used 6NTS Not Used 4NTS Not Used 3NTS Not Used 2NTS Not Used 7NTS COP-1 5/22/23 CIVIL PERMIT SUBMITTAL 9/12/23 CIVIL PERMIT RESUBMITTAL 11/30/23 CITY AS-BUILT REVIEW 08/12/25 CITY AS-BUILT REVIEW RESUBMITTAL 10/17/25 FIRE HYDRANT ASSEMBLY Scale: 1"=5' V. 1"=20' H 445 450 455 460 465 470 475 445 450 455 460 465 470 475 CO N N E C T I O N T O E X WA T E R O N S I T E (1 ) 1 0 " X 8 " H O T T A P (1 ) 8 " 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 PROPOSED FIRE HYDRANT ASSEMBLY (BEYOND) EX GRADE 3' 12 LF 8" DI CL52 38 LF 8" DI CL52 (1 ) 8 " 4 5 ° B E N D ( M J ) W/ R O D S A N D V E R T I C A L C O N C BL O C K S P E R C I T Y O F R E N T O N ST D P L A N 3 3 0 . 2 A N D 3 3 0 . 4 8 LF 8" DI CL52 FI R E H Y D R A N T A S S E M B L Y (1 ) 8 " 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 ) (1 ) 8 " P L U G ( M J ) 5 L F D I S P O O L W / T H R U S T BL O C K P E R A P P R O V E D FI E L D R E V I S I O N S 7. 7 ' POTHOLED TOP OF PIPE = 456.24 8" WATER BEND IE 461.91 8" WATER BEND IE 455.50 (1 ) 8 " 4 5 ° B E N D ( M J ) W/ R O D S A N D V E R T I C A L C O N C BL O C K S P E R C I T Y O F R E N T O N ST D P L A N 3 3 0 . 2 A N D 3 3 0 . 4 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 2 8 0 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 LU A 2 3 - 0 0 0 1 2 7 PR 2 3 - 0 0 0 0 6 8 C2 3 0 0 4 8 7 3 1 HAZEN HIGH SCHOOL SITEWORK FOR PORTABLE CLASSROOMS SITE DETAILS 1"=10' PERMIT/PRICING REVIEW SET WT R - 2 7 - 4 2 8 0 R-428009W-428004 THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS-BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY MOECO, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN AUGUST 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. CONSTRUCTION RECORD DRAWING WATER MAIN CONNECTION REVISION Polypigging New Water Mains 1NTS Connection to Water Main 2NTS Water Plan General Notes 3NTS Fire Hydrant Assembly 4NTS Not Used 5NTS Concrete Blocking for Horizontal Fittings 6NTS Fire Hydrant Profile 7 ALL MECHANICAL JOINT FITTINGS ARE WEDGE-TYPE RESTRAINED RETAINING GLAND PER SUBMITTAL COP-1 5/22/23 CIVIL PERMIT SUBMITTAL 9/12/23 CIVIL PERMIT RESUBMITTAL 11/30/23 CITY AS-BUILT REVIEW 08/12/25 CITY AS-BUILT REVIEW RESUBMITTAL 10/17/25