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Home My WebLink AboutP_Civil_Plans_230309_v3SINGLE-FAMILY RESIDENCE (2,358 SF MAX) SINGLE-FAMILY RESIDENCE (2,390 SF MAX) SINGLE-FAMILY RESIDENCE (3,179 SF MAX) 128TH AVE SE SE PETROVITSKY RDSE 176TH ST39540 0 400 400 400405 405 405 405 405 405410 410 410415415392 393394396396 397397 398 398 39 8 398399399 399 39 9 401 401 401 401 402 402 402 402 403 403 403 403404 404 404 404406 406 406 406407 407407 407 408 408 408 408409 409 409411 411 411 411 411412 412 412 413 413 413 413414 414 414 403400 405 399 401 402 403 404 406 407 408 409 405 410 404 406 407 408 409 411 412 413 414 400 401 402 403 40439 8 39 9 405402403404406 407 408 409 41 0 41 1 41 2 41 3 414 41440 8 405 410405 40 5 405 405405 410 41 0405 410404406407407407408409 411 405 410 R45'PSDPPPPPPP P PPCOMCOMCOMCOMCOMCOMCOMXXX(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)4.11'S75°02'19"E 106.07'L =3 3 .5 0'Δ =7 6 °4 6 '20"R =2 5 .0 0'S01°44'00"W 55.17' S18°1 8 ' 1 7 " E 5 5 . 1 7' S02°18'45"W 224.84'N88°05'00"W 140.01'N01°51'37"E 379.99' 11.50' 284.50'L=39.25'R =2 5 .0 0 'Δ=89°5 6 '3 7 " P P W W W W W W W W W W W W W W W W W SSS SSSSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SANSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSAN SDSD SD SD SD SD SD SD SD SD SD SD SDSDSDSD SD SD SDSDSD SD SD SD SD SD SD SDSDSDSDSDSD SD SDWWWWWWSANSANSANSANSANSANSANSANSANSANSANSANW W WWWWWWWWW SSSSSS7.5 ' BSBL 25' BSBL 30' BSBL 7.5' BSBL12.5' BSBL25' BSBL 30' BSBL 7.5' BSBL7.5' BSBL25' BSBL25' BSBL 30' BSBLSDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD S D S D S D S D 5' 19'5'5'5'8'20'8' R25' SHARED DRIVEWAY TRACT SIDEWALK SEE DETAIL ON C3.5 CONCRETE DRIVEWAY (TYP) PUBLIC ROAD CURB & GUTTER SEE DETAIL ON C3.5 WATER MAIN EXTENSION SIDEWALK RAMP TO ROAD SEWER SERVICE (TYP)WATER SERVICE LINE (TYP) FIRE HYDRANT PROPOSED SSMH SIDEWALK SEE DETAIL ON C3.5 EVA ACCESS REVISED SIDEWALK RAMP TRANSITION TO EX SIDEWALK STORM ESMT FOR LOT 4 PROPOSED SSMH PROPOSED SSMH 8' 8' 7'10'10' ROAD/SIDEWALK BARRICADE SEE DETAIL ON C3.5 10' LANDSCAPE STRIP HALF STREET EXTENSION SEWER MAIN EXTENSION RETAINING WALL BY OTHERS LANDSCAPE STRIP R25' GATE RETAINING WALL BY OTHERS EXISTING TO REMAIN MAX 4' RETAINING WALL, BY OTHERS RETAINING WALL BY OTHERS RETAINING WALL BY OTHERS 399398398 400 403 403 402 401 400 398 40 0 401402401 402 403 402 401 16' GRADING ESMT 10' WALL ESMT 10' WALL ESMT 6' WALL ESMT SEE SHEET C3.0 FOR STORM DRAINAGE PLAN UNDERGROUND STORM VAULT - SEE SHEET 3.1 WETLAND BUFFER FROM KING COUNTY PUBLIC PARK PER GIS CIVIL & STRUCTURAL ENGINEERING | LAND SURVEYING | PLANNINGPROJECT MANAGEMENT | FEASIBILITY | PERMIT EXPEDITINGCORPORATE OFFICE5920 100th St SW, Ste #25Lakewood, WA 98499phone: 253-984-2900beylerconsulting.comSHEET OF JOB NUMBERNO. DESCRIPTION INIT DATEDRAWN BY:CHECKED BY:SCALE:HORZ:VERT:DATE:BEYLERCONSULTINGPlan. Design. ManageCAD FILE: X:\Projects\_2018 Projects\18.00392.00 Castro - SE Petrovitsky Rd\4Civil Engineering\Engineering Drawings\18.00392 COVER.dwg PLOT DATE/TIME: 3/9/2023 6:34 PM18.0039212727 SE PETROVITSKY RDSITE IMPROVEMENTCITY OF RENTONWASHINGTON17 SECTION 23, TOWNSHIP 28 N, RANGE 05 E 12727 SE PETROVITSKY RD SITE IMPROVEMENTS PARCEL #0739000085 C1.0COVER SHEET / SITE PLAN1 PROJECT INFO OWNER/CLIENT: ALEX CASTRO 110 ASPEN LN S PACIFIC WA 98047 TEL: 206-478-3045 ENGINEER: BEYLER CONSULTING 5920 100TH ST SW, STE 25 LAKEWOOD, WA 98499 TEL: 253-984-2900 LEGAL DESCRIPTION (PER TICOR TITLE COMPANY GUARANTEE NUMBER 70104516 DATED NOVEMBER 8, 2018) LOT 1, IN BLOCK 2 OF BENSON HEIGHTS, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 48 OF PLATS, PAGE 98, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE NORTHERLY 12 FEET AS DEEDED TO KING COUNTY UNDER RECORDING NO. 8705151157. ALSO EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR RIGHT-OF-WAY DEDICATION BY WARRANTY DEED RECORDED IN KING COUNTY UNDER RECORDING NO. 20000913001594. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. SITE DATA PARCEL NUMBER:0739000085 SITE ADDRESS:12727 SE PETROVITSKY RD RENTON, WA 98058 SITE AREA:48,787 SF (1.12 ACRES) ZONING:R-4 SETBACKS: FRONT:30' BACK:25' INTERIOR:7.5' HORIZONTAL DATUM: NAD 83/91 PER CITY OF RENTON MONUMENTS #1863 & #1969. VERTICAL DATUM: NAVD 88 PER CITY OF RENTON MONUMENT #1969. ELEVATION=398.28'. SURVEY DATUM S44°46'26"E BETWEEN CITY OF RENTON MONUMENTS #1863 AT THE INTERSECTION OF SE 168TH ST & 116TH AVE SE & #1969 ON THE CENTERLINE OF SE PETROVITSKY RD. BETWEEN 126TH AVE SE & 122ND PL SE. BASIS OF BEARINGS SHEET INDEX C1.0 COVER SHEET / SITE PLAN C2.0 T.E.S.C. PLAN C2.1 T.E.S.C. NOTES & DETALS C3.0 GRADING PLAN C3.1 STORM DRAINAGE & UTILITY PLAN C3.2 STORM DRAINAGE DETAILS C3.3 STORM DRAINAGE DETAILS C3.4 STORM VAULT DETAILS C3.5 STORM VAULT DETAILS C3.6 UTILITY NOTES C3.7 UTILITY DETAILS C3.8 PAVING DETAILS C3.9 SE 176TH ST & NEW ROAD PROFILES C4.0 TRAFFIC CONTROL PLAN C4.1 TRAFFIC CONTROL DETAILS C4.2 TRAFFIC CONTROL DETAILS C4.3 TRAFFIC CONTROL DETAILS L1.0 LANDSCAPE PLANTING & TREE REPLACEMENT PLAN L1.1 LANDSCAPE DETAILS 20 10 0 20 SCALE: 1" = 20' BC BOTTOM OF CURB BSBL BUILDING SETBACK LINE CB CATCH BASIN CO CLEAN OUT CONC CONCRETE DI DUCTILE IRON FH FIRE HYDRANT HP HIGH POINT LP LOW POINT MH MANHOLE PVC POLYVINYLCHLORIDE REQ'D REQUIRED RPBA REDUCED PRESSURE BACKFLOW PREVENTOR SD STORM DRAIN SDCO STORM DRAIN CLEAN OUT SDMH STORM DRAIN MANHOLE SS SANITARY SEWER SSCO SANITARY SEWER CLEAN OUT SSFM SANITARY SEWER FORCE MAIN SSMH SANITARY SEWER MANHOLE TC TOP OF CURB UBC UNIFORM BUILDING CODE WM WATER METER XFMR TRANSFORMER WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION CIVIL ABBREVIATIONS IMPERVIOUS AREAS EXISTING: BUILDING 1655 SF (0.038 AC) ONSITE DRIVEWAY 243 SF (0.006 AC) OFFSITE DRIVEWAY 312 SF (0.007 AC) PETROVITSKY & 128TH SIDEWALK 1,766 SF (0.041 AC) TOTAL IMPERVIOUS 3,934 SF (0.090 AC) TOTAL PGIS 555 SF (0.013 AC) NEW: 176TH & ACCESS ROAD ASPHALT 9,968 SF (0.229 AC) 176TH & ACCESS CURB & GUTTER 580 SF (0.013 AC) 176TH & ACCESS CONC SIDEWALK 1,820 SF (0.042 AC) CONCRETE LOT DRIVEWAYS 2,008 SF (0.046 AC) HOUSES 10,623 SF (0.244 AC) PETROVITSKY & 128TH SIDEWALK 1,726 SF (0.040 AC) PETROVITSKY & 128TH CURB 131 SF (0.003 AC) 128TH ASPHALT 160 SF (0.004 AC) TOTAL IMPERVIOUS 27,032 SF (0.621 AC) TOTAL PGIS 12,823 SF (0.294 AC) SUMMARY: PUBLIC ROAD 11,166 SF (0.256 AC) LOT 1 10,722 SF (0.246 AC) LOT 2 8,820 SF (0.202 AC) LOT 3 9,222 SF (0.212 AC) TRACT A - TREE TRACT 6,481 SF (0.149 AC) TRACT B - EV ACCESS 2,208 SF (0.051 AC) Know what's below. before you dig.Call R LEGEND EX PROPERTY BOUNDARY PROPOSED CENTERLINE EX RIGHT-OF-WAY EX MAJOR CONTOURS EX MINOR CONTOURS MAJOR CONTOURS100 MINOR CONTOURS102 CURB AND GUTTER BUILDING RETAINING WALL 202 200 BUILDING SETBACK CONCRETE STORM DRAINAGE PIPESDSD STORM CLEANOUTSDCO SANITARY SEWER PIPESANSAN SANITARY MANHOLE / CLEANOUT W W WATER MAIN WATER SERVICE LATERAL FIRE HYDRANTFH METERWM EX CB/MH LANDSCAPING VICINITY MAP N.T.S CATCH BASIN TYPE 1CB SD SD EX STORM DRAINAGE PIPE EX SEWER PIPESANSAN EX SANITARY MH/CO W W EX WATER LINE ROOF DOWNSPOUTDS STORM FILTER RIP RAP OUTFALL PROVIDE SILT FENCE SEE DETAIL ON C2.1 TREE TO BE REMOVED (TYP) TEMPORARY CONSTRUCTION ENTRANCE SEE DETAIL ON C2.1 INLET PROTECTION (TYP) SEE DETAIL ON C2.1 ALL CLEARED OR LANDSCAPED AREAS WILL RECEIVE AMENDED SOILS SEE DETAIL ON C3.2 REMOVE ASPHALT DRIVEWAY RELOCATE EX LIGHT POLE RELOCATE EX POWER POLE PROTECT EX CURB/GUTTER REMOVE EX BUILDING UNDISTURBED AREA SE 176TH ST128TH AVE SE SE PETROVITSKY RDREMOVE EX SIDEWALK39540 0 400 400 400405 405 405 405 405 405410 410 410415415392 393394396396 397397 398 398 39 8 398399399 399 39 9 401 401 401 401 402 402 402 402 403 403 403 403404 404 404 404406 406 406 406407 407407 407 408 408 408 408409 409 409411 411 411 411 411412 412 412 413 413 413 413414 414 414 COMCOMCOMCOMCOMCOMCOMXXX(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)TRTRTRPSDLIMITLIMITLIMITLIMITLIMIT LIMIT LIMIT LIMIT LIMIT LIMIT LIMIT LIMIT LIMIT LIMIT LIMIT LIMITLIMITLIMITLIMITLIMITLIMITLIMITLIMITLIMITLIMITLIMITLIMITLIMITLIMITLIMITLIMITLIMITLIM IT LIMITLIMITSD SDSDEX POWER POLE TO BE REMOVED EX OVERHEAD POWER LINE TO BE REMOVED CIVIL & STRUCTURAL ENGINEERING | LAND SURVEYING | PLANNINGPROJECT MANAGEMENT | FEASIBILITY | PERMIT EXPEDITINGCORPORATE OFFICE5920 100th St SW, Ste #25Lakewood, WA 98499phone: 253-984-2900beylerconsulting.comSHEET OF JOB NUMBERNO. DESCRIPTION INIT DATEDRAWN BY:CHECKED BY:SCALE:HORZ:VERT:DATE:BEYLERCONSULTINGPlan. Design. ManageCAD FILE: X:\Projects\_2018 Projects\18.00392.00 Castro - SE Petrovitsky Rd\4Civil Engineering\Engineering Drawings\18.00392 TESC.dwg PLOT DATE/TIME: 3/9/2023 6:30 PM18.0039212727 SE PETROVITSKY RDSITE IMPROVEMENTCITY OF RENTONWASHINGTON17 SECTION 23, TOWNSHIP 28 N, RANGE 05 E C2.0T.E.S.C. PLAN2 Know what's below. before you dig.Call R 20 10 0 20 SCALE: 1" = 20' Existing LEGEND EX PROPERTY BOUNDARY EX MAJOR CONTOURS EX MINOR CONTOURS DEMOLISH ASPHALT DEMOLISH BUILDING DEMOLISH CONCRETE DEMOLISH FEATURE SILT / FILTER FABRIC FENCE CONSTRUCTION ENTRANCE INLET PROTECTION LIMIT LIMITS OF CONSTRUCTION TREE TO BE REMOVED TREE TO BE REMAIN 202 200 CIVIL & STRUCTURAL ENGINEERING | LAND SURVEYING | PLANNINGPROJECT MANAGEMENT | FEASIBILITY | PERMIT EXPEDITINGCORPORATE OFFICE5920 100th St SW, Ste #25Lakewood, WA 98499phone: 253-984-2900beylerconsulting.comSHEET OF JOB NUMBERNO. DESCRIPTION INIT DATEDRAWN BY:CHECKED BY:SCALE:HORZ:VERT:DATE:BEYLERCONSULTINGPlan. Design. ManageCAD FILE: X:\Projects\_2018 Projects\18.00392.00 Castro - SE Petrovitsky Rd\4Civil Engineering\Engineering Drawings\18.00392 TESC.dwg PLOT DATE/TIME: 3/9/2023 6:30 PM18.0039212727 SE PETROVITSKY RDSITE IMPROVEMENTCITY OF RENTONWASHINGTON17 SECTION 23, TOWNSHIP 28 N, RANGE 05 E C2.1T.E.S.C. NOTES & DETAILS3 BW 406.30 BW 413.96 BW 402.00 BW 409.81 BW 413.43 BW 409.69 BW 408.65 TW 409.65 TW 413.79 TW 414.75 TW 412.00TW 413.90 TW 406.28 MATCH EX 411.10 TW 402.00 BW 407.86 TW 411.10 PAD EL: 403.30 PAD EL: 404.00 PAD EL: 410.00 10.3%5.6%12.0%2.0%12.0%0.7% 2.5% 2.5% 3.3% 3.3%1.9%1.8%11+0012+0012+7024+38 19+68 20+00 21+00 22+00 23+0024+00 TW 409.02 BW 410.59 TW 411.99 3 3 445 5 112 2 BW 403.91 TW 407.71 BW 407.42 TW 407.43 2.0%2.0%PROPOSED RETAINING WALL (MAX 4' HIGH) PROPOSED RETAINING WALL ENGINEERED BY OTHERS PROPOSED RETAINING WALL ENGINEERED BY OTHERS PROPOSED RETAINING WALL ENGINEERED BY OTHERSSE 176TH STSE PETROVITSKY RD128TH A V E S E STA:22+97.88, 3.81' L BEGIN 4' MAX WALL STA:23+34.63, 2.94 L END WALL STA:23+22.75, 23.50' R BEGIN 4' MAX WALL STA:23+99.59, 22.90' R END 4' MAX WALL STA:23+97.59, 3.00' L WALL ANGLE POINT STA:23+61.37, 2.94' L BEGIN WALL STA:23+07.85, 98.29 L END 4' MAX WALL STA:20+71.05, 52.27' R BEGIN 4' MAX WALL STA:20+96.47, 112.82' R BEGIN 4' MAX WALL STA:21+06.91, 133.79' R END 4' MAX WALL STA:21+10.50, 131.90' R END 4' MAX WALL TRANSITION TO EX SIDEWALK STA:20+38.85, 20.00' R PT @ FL STA:22+17.15, 27.00' R CL DRIVEWAY STA:21+73.66, 28.50' R CL DRIVEWAY STA:23+45.82, 0.00' CL DRIVEWAY STA:22+52.09, 20.17' R PC @ FL STA:23+22.68, 20.00' R PT @ FL2.0%2.0%9.5%STA:24+01.93, 49.91' L PC @ WALL STA:23+76.42, 67.70' L PT @ WALL5'27.5'16'16'26.8' 3:1 SLOPE MAX 3:1 SLOPE MAX 1:1 SLOPE MAX 1:1 SLOPE MAX 1:1 SLOPE MAX 3:1 SLOPE MAX 3:1 SLOPE MAX20'6 6395 4 0 0 400 400 400405 405 405 405 405 405410 410 410415415392 393394396396 397397 398 398 3 9 8 398399399 399 3 9 9 401 401 401 401 402 402 402 402 403 403 403 403 404 404 404 404406 406 40 6 406407 407407 407 408 408 408 408409 409 409411 411 411 411 411412 412 412 413 413 413 413 414 414 414 403400 405 398 398399 401 402 403 404 406 407 408 409 410 406 407 408 409 411 412 413 414 400398398 399 401 402 403 4 0 0 39 8 39 9 405402403404406 407 408 409 41 0 41 1 41 2 41 3 414 41440 8 405 41040540 5 405 405405 410 41 0 400 405410 4 0 1 402 40340440640740 8 409 411 405 410 402STA:11+07.05, 13.05' R BEGIN CURB AND GUTTER @ FL STA:11+92.49, 12.01' R PC @ FL 16'BW 403.08 6' 3'20'20'8.5'3' 16' 3'10'5'SANSANSANSANSANSANSANSANSDSD SD SD SD SD SD SD SD SD SD SD SDSDWWWWWWWWWWWSANSANSANSANSANSANSANSANSANSANSSSSSSW W W W W W W W W W W W W W W W W SSS SSSSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD COMCOMCOMCOMCOMCOMCOMXXX(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)233.87' (R1)S75°02'19"E 233.86' (R3/HELD)TRTRTRPSDS D S D S D S D 8'8'5'8'1.9% 405 404 400 401 402 403 400 401 402 403 40416' GRADING ESMT 2:1 FILL SLOPES 10' WALL ESMT 10' WALL ESMT 6' WALL ESMT2.0%2.0%2.0%2.0%2.0%2.0%WETLAND BUFFER FROM KING COUNTY PUBLIC PARK PER GIS 6" ASPHALT 2" CHOKER COURSE 10" AGGREGATE BASE COURSE 9" CHECK DAM 6" CHECK DAM SIDEWALK 5" CONC PAVEMENT 6" AGGREGATE BASE 7'12'1.5'8'5' LANDSCAPE BUFFER CURB & GUTTER CL PL SE 176TH ST SECTION NTS3 3:1 MATCH EX GROUND PROPOSED GRADE 26.5' 6" ASPHALT 2" CHOKER COURSE 10" AGGREGATE BASE COURSE SIDEWALK 5" CONC PAVEMENT 6" AGGREGATE BASE EX GRADE 5'8'1.5'19' PL PL LANDSCAPE BUFFER CURB & GUTTER PUBLIC ROAD SECTION NTS4 PROPOSED GRADE 35' 2:1 16' GRADING ESMT 20' 3' 3' 6" ASPHALT 2" CHOKER COURSE 10" AGGREGATE BASE COURSE 9" CHECK DAMRETAINING WALL (4' MAX) ACCESS ROAD SECTION NTS5 PROPOSED GRADE RETAINING WALL (4' MAX) PROPOSED GRADE 1:1MAX 0.5'5'8' EX CURB/GUTTER & ROAD LANDSCAPE BUFFER SIDEWALK 5" CONC PAVEMENT 6" AGGREGATE BASE 128TH AVE SE SECTION NTS1 PROPOSED GRADE EX CURB/GUTTER & ROAD LANDSCAPE BUFFER PROPOSED GRADE RETAINING WALL (4' MAX) 3' SIDEWALK 5" CONC PAVEMENT 6" AGGREGATE BASE 8'8' SE PETROVITSKY RD SECTION NTS2 6' WALL ESMT ACCESS ROAD SECTION NTS6 20' 3' 6" ASPHALT 2" CHOKER COURSE 10" AGGREGATE BASE COURSE 9" CHECK DAMRETAINING WALL (4' MAX) PROPOSED GRADE RETAINING WALL (4' MAX) PROPOSED GRADE 20' ACCESS ESMT 3' 10' WALL ESMT 10' WALL ESMT RETAINING WALL (4' MAX)CIVIL & STRUCTURAL ENGINEERING | LAND SURVEYING | PLANNINGPROJECT MANAGEMENT | FEASIBILITY | PERMIT EXPEDITINGCORPORATE OFFICE5920 100th St SW, Ste #25Lakewood, WA 98499phone: 253-984-2900beylerconsulting.comSHEET OF JOB NUMBERNO. DESCRIPTION INIT DATEDRAWN BY:CHECKED BY:SCALE:HORZ:VERT:DATE:BEYLERCONSULTINGPlan. Design. ManageCAD FILE: X:\Projects\_2018 Projects\18.00392.00 Castro - SE Petrovitsky Rd\4Civil Engineering\Engineering Drawings\18.00392 GRADING.dwg PLOT DATE/TIME: 3/9/2023 6:35 PM18.0039212727 SE PETROVITSKY RDSITE IMPROVEMENTCITY OF RENTONWASHINGTON17 SECTION 23, TOWNSHIP 28 N, RANGE 05 E C3.0GRADING PLAN4 Know what's below. before you dig.Call R 20 10 0 20 SCALE: 1" = 20' SPOT ELEVATION55.24 TC 56.78 BC 56.28 TC 56.78 BC 56.28 GRADING LEGEND UPWARDS OF 8-10 FEET OF FILL AND DEBRIS MAY BE REMOVED ACROSS A LARGE PORTION OF THE SITE. THIS COULD REQUIRE A RE-ASSESSMENT AND/OR MINOR ALTERATION TO THE STORMWATER AND UTILITY PLAN. ANY ADDITIONAL SURVEY OR GEOTECHNICAL WORK WILL BE CONDUCTED AS NECESSARY BEFORE FINAL ENGINEERING. GRADING NOTE SLOPE ARROW EX MAJOR CONTOURS EX MINOR CONTOURS MAJOR CONTOURS100 MINOR CONTOURS102 202 200 WATER MAIN EXTENSION WATER METER (TYP) SEWER CLEANOUT (TYP) SEE DETAIL ON C3.4 SEWER STUB (TYP) SEWER MAIN EXTENSION 39540 0 400 400 400405 405 405 405 405 405410 410 410415415392 393394396396 397397 398 398 39 8 398399399 399 39 9 401 401 401 401 402 402 402 402 403 403 403 403404 404 404 404406 406 406 406407 407407 407 408 408 408 408409 409 409411 411 411 411 411412 412 412 413 413 413 413414 414 414 403400 405 3 9 8 399 401 402 403 404 406 407 408 409 405 410 404 406 407 408 409 411 412 413 414 400398398 399 401 402 403 39 8 39 9 400405398399401402403404406 407 408 409 41 0 41 1 41 2 41 3 414 414408 405 410405 40 5 405 405405 410 41 0 400 405410 4 0 1 402 40340440640740 8 409 411 405 410 10+0011+0012+0012+7019+68 20+00 21+00 22+00 23+0024+0024+38STA:23+35.00, 3.50 L END WALL STA:22+83.92, 4.12' L AIR & VACUUM RELEASE ASSEMBLY SEE DETAIL ON C3.4 STA:20+05.67, 15.60' R SSMH #2 SEE DETAIL ON C3.4 STA:20+02.00, 4.89' R TEE STA:22+65.18, 11.39' R SSMH #3 SEE DETAIL ON C3.4 STA:23+10.16, 25.28' R FIRE HYDRANT SEE DETAIL ON C3.4 STA:21+46.67, 5.03' R WATER SERVICE (TYP) SEE DETAIL ON C3.4 STA:21+36.67, 43.52' R SANITARY SEWER STUB CONNECTION SEE DETAIL ON C3.4 STA:22+78.47, 43.21' R SANITARY SEWER STUB CONNECTION SEE DETAIL ON C3.4 STA:23+06.33, 16.51' L SANITARY SEWER STUB CONNECTION SEE DETAIL ON C3.4 STA:20+04.19, 1.89' R BLOW-OFF ASSEMBLY SEE DETAIL ON C3.4 STA:19+99.85, 138.39' R CONNECT TO EX MAIN END LINE CAP SEE DETAIL ON C3.4 STA:20+07.74, 239.10' R SEE DETAIL ON C5.0 SANSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSAN SAN SAN SAN SDSD SD SD SD SD SD SD SD SD SD SD SDSDSDSD SD SD SDSD SD SD SD SD SD SD SDSDSDSDSDSD SD SD SD SDWWWWWWW W WWWWWWWWWSANSANSANSANSANSANSANSANSANSANSANSAN SSSSSSW W W W W W W W W W W W W W W W W SSS SSSSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD COMCOMCOMCOMCOMCOMCOMXXX(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)TRTRTRPSDS D S D S D S D STA:22+42.94, 5.13' R WATER SERVICE 400 401 402 403 400 401 402 403 404399 410 128th A V E S E SE PETROVITSKY RDSE 176th STCONNECT ALL DOWNSPOUTS TO STORM DRAINAGE SYSTEM (TYP) SEE DETAIL 3/C3.2 SDCO RIM TO GRADE SEE DETAIL 2/C3.2 STORM FILTER #2 RIM 398.00 IE 396.00 SEE DETAIL 2/C3.3 42 LF 6" PVC SD @ 0.5% MIN STORM DETENTION VAULT SEE SHEET C3.3 FOR DETAILS 40459 LF 8" PVC SD @ 0.5% 42 LF 6" PVC SD @ 0.5% MIN SDCO RIM TO GRADE SEE DETAIL 2/C3.2 CATCH BASIN TYPE 1 RIM 399.50 IE 397.50 SEE DETAIL 4/C3.2 111 LF 8" PVC SD @ 1.35% CATCH BASIN TYPE 1 RIM 403.00 IE 401.00 SEE DETAIL 4/C3.2STORM FILTER #1 RIM 398.50 IE 396.50 SEE DETAIL 2/C3.3 16 LF 8" PVC SD @ 0.5% 17 LF 8" PVC SD @ 0.5% CATCH BASIN TYPE 2 W/ RELEASE STRUCTURE RIM 399.00 IE (OUT) 390.00 SEE DETAIL 5/C3.2 75 LF 12" PVC SD @ 0.5% RIP RAP OUTFALL TO KING COUNTY PUBLIC PARK WETLAND IE 389.50 SEE DETAIL 1, THIS SHEET SDCO RIM TO GRADE SEE DETAIL 2/C3.2 11 LF 6" PVC SD @ 0.5% MIN IE (OUT) 390.00 IE (OUT) 390.00 IE 396.40 IE 395.70 14 LF 6" PVC SD @ 0.5% MIN 59 LF 8" PVC SD @ 6.1% MIN WETLAND BUFFER FROM KING COUNTY PUBLIC PARK PER GIS 5'STORM ESMT FOR LOT 4 CIVIL & STRUCTURAL ENGINEERING | LAND SURVEYING | PLANNINGPROJECT MANAGEMENT | FEASIBILITY | PERMIT EXPEDITINGCORPORATE OFFICE5920 100th St SW, Ste #25Lakewood, WA 98499phone: 253-984-2900beylerconsulting.comSHEET OF JOB NUMBERNO. DESCRIPTION INIT DATEDRAWN BY:CHECKED BY:SCALE:HORZ:VERT:DATE:BEYLERCONSULTINGPlan. Design. ManageCAD FILE: X:\Projects\_2018 Projects\18.00392.00 Castro - SE Petrovitsky Rd\4Civil Engineering\Engineering Drawings\18.00392 DRAINAGE & UTILITY.dwg PLOT DATE/TIME: 3/9/2023 6:33 PM18.0039212727 SE PETROVITSKY RDSITE IMPROVEMENTCITY OF RENTONWASHINGTON17 SECTION 23, TOWNSHIP 28 N, RANGE 05 E C3.1STORM DRAINAGE & UTILITY PLAN5 Know what's below. before you dig.Call R 20 10 0 20 SCALE: 1" = 20' BSBL BUILDING SETBACK LINE CB CATCH BASIN CO CLEAN OUT CONC CONCRETE DI DUCTILE IRON FH FIRE HYDRANT HP HIGH POINT LP LOW POINT MH MANHOLE PVC POLYVINYLCHLORIDE REQ'D REQUIRED RPBA REDUCED PRESSURE BACKFLOW PREVENTOR SD STORM DRAIN SDCO STORM DRAIN CLEAN OUT SDMH STORM DRAIN MANHOLE SS SANITARY SEWER SSCO SANITARY SEWER CLEAN OUT SSFM SANITARY SEWER FORCE MAIN SSMH SANITARY SEWER MANHOLE UBC UNIFORM BUILDING CODE WM WATER METER XFMR TRANSFORMER WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION CIVIL ABBREVIATIONS BUILDING LEGEND SANITARY SEWER PIPE PROPERTY BOUNDARY WATER MAIN12" DI W FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV W W WV AIR RELIEF VALVE SAN SAN EX CB/MH PROPOSED CENTERLINE EX RIGHT-OF-WAY EX MAJOR CONTOURS EX MINOR CONTOURS CURB AND GUTTER RETAINING WALL 202 200 CONCRETE SANITARY MANHOLE / CLEANOUT MAJOR CONTOURS100 MINOR CONTOURS102 STORM DRAINAGE PIPESDSD LANDSCAPING CATCH BASIN TYPE 1CB ROOF DOWNSPOUTDS 5D D 5DPIPE DIAMETER 'D' SEE PLAN 1' MIN 6" QUARRY ROCK PLAN VIEW ELEVATION VIEW TAPERED END (TYPICAL ALL INLETS AND OUTLETS) RIP RAP OUTFALL NTS1 STORM FILTER STORM CLEANOUTSDCO RIP RAP OUTFALL SOLID LOCKING LID PIPE SUPPORTS BAND TO SIDEWALL (IN 2 PLACES) MESH SCREEN 1/4"X 1/4" TO 1/2"X 1/2" BAND SCREEN TO PIPE 4" DIA. "T" MIN.1' MIN.1' MIN.2' MESH SCREEN 1/4"X 1/4" TO 1/2"X 1/2" BAND SCREEN TO PIPE 18" MINIMUM DIAMETER SEE NOTE 1 4' MIN.(OR LONG DIMENSION ON RECTANGULAR STRUCTURE) NOTES: 1.SET THE TOP OF THE TEE RISER AT OR ABOVE THE TOP ELEVATION OF THE TRENCH DRAIN ROCK AND BELOW THE CONNECTION POINT OF ROOF TIGHTLINE AT THE FOUNDATION. 2.SET THE BOTTOM OF THE INLET PIPE AT THE SAME ELEVATION AS THE OUTLET PIPE. 3.INSTALL SOLID LOCKING LID AT OR ABOVE EXPECTED FINAL GRADE ELEVATION TO ALLOW HOMEOWNER ACCESS FOR MAINTENANCE. 4.STRUCTURE MUST HAVE SOLID BOTTOM. 6" MIN. RESIDENT SEDIMENT CONTROL STRUCTURE NTS1 CIVIL & STRUCTURAL ENGINEERING | LAND SURVEYING | PLANNINGPROJECT MANAGEMENT | FEASIBILITY | PERMIT EXPEDITINGCORPORATE OFFICE5920 100th St SW, Ste #25Lakewood, WA 98499phone: 253-984-2900beylerconsulting.comSHEET OF JOB NUMBERNO. DESCRIPTION INIT DATEDRAWN BY:CHECKED BY:SCALE:HORZ:VERT:DATE:BEYLERCONSULTINGPlan. Design. ManageCAD FILE: X:\Projects\_2018 Projects\18.00392.00 Castro - SE Petrovitsky Rd\4Civil Engineering\Engineering Drawings\18.00392 NOTES & DETAILS.dwg PLOT DATE/TIME: 3/9/2023 6:36 PM18.0039212727 SE PETROVITSKY RDSITE IMPROVEMENTCITY OF RENTONWASHINGTON17 SECTION 23, TOWNSHIP 28 N, RANGE 05 E C3.2STORM DRAINAGE DETAILS6 NOTE: 1. USE ONLY FOR SIDE SEWER AND SERVICE DRAINS 1/8" BEND FILTER FABRIC 2" PEA GRAVEL THREADED CAP PLASTIC VALVE BOX W/ 8" DIA LID SET FLUSH W/ FINISHED LANDSCAPE GRADE 6"DIA PER PLAN WYE OR 1/8 BEND PLUG SHALL BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS STORM DRAINAGE CLEANOUT NTS2 SDCO W/ CONCRETE RING 1/2" 2" RAISED LETTERS SDCO-STORM SSCO-SANITARY 1/8" RAISED 1/2" WIDE BORDER 45° (1/8) BEND FIBRE JOINT PACKING 8"Ø DIP CONC CL 5 (3/4) 12" 18"3"FINISHED GRADE @ PAVING FINISHED GRADE @ GRAVEL WALKWAY 10" 9" 8 - 3/4" 7" 7 - 3/4" 8" 15" 4" 2 - 7/8" 5/8" BUILDING WALL DOWNSPOUT PER ARCH'L PLANS GASKETED HUB AND SPIGOT ADAPTER AS REQUIRED 6" SD 6" 45° BEND 6" CLEANOUT SEE DETAIL ____ FINISHED GRADE 3' - 0" ±6" 45° BEND 6" SD DOWNSPOUT CONNECTION NTS3 1.AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED ACCORDING TO THE STANDARD SPECIFICATIONS), OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. 2.THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 3.THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5'. 4.THE FRAME AND GRATE MAY BE INSTALLED WITH THE FLANGE UP OR DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 5.THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1:24 OR STEEPER. 6.THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7.ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE BASIN HAS BEEN PLACED. TYPE 1 CATCH BASIN NTS4 ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT 30"6" OR 12"20"5"34"24"5"22"(SEE NOTE 6)26"(SEE NOTE 6)44"3"21" MIN#3 BAR EACH WAY 4" #3 BAR EACH WAY #3 BAR EACH WAY PIPE MATERIAL REINFORCED OR PLAIN CONCRETE ALL METAL PIPE * CORRUGATED POLYETHYLENE STORM SEWER PIPE PIPE ALLOWANCES CPSSP (STD. SPEC. 9-05.20) SOLID WALL PVC (STD. SPEC. 9-05.12(1) PROFILE WALL PVC (STD. SPEC. 9-05.12(2) 12" 15" 12" 15" 12" MAXIMUM INSIDE Ø 4"CONNECTION AND CONTROL DEVICE DETAIL 'A' PIPE SUPPORT DETAIL 'B' TYPE 9 MINERAL AGGREGATE W/ PORTLAND CEMENT 54" CATCH BASIN IRON LADDER IE = 390.00 12" 12" INLET PIPE RING AND COVER PER _________ 4" MIN 1'-6" MAX 4" MIN 2' MIN2' MIN6" MIN CONTROL DEVICE SEE DETAIL 'A' IE = 390.00 12" 12" OUTLET PIPE 1' - 0" MIN MAX W S EL= 64.69 PIPE SUPPORT 2 REQUIRED SEE DETAIL 'B' 6" THK GROUT ALL AROUND INOUT2' MINCINCH ANCHOR WIRE ROPE CLIP (GALV) PVC PIPE AND CROSS FLOW CONTROL STRUCTURE DEFORED 1" STEEL ROD (GALV ) OR ALUMINUM LENGTH TO FIT FLOW CONTROL STRUCTURE 4" 18" PVC PIPE CONTROL DEVICE ASSEMBLY TO BE REMOVABLE FROM INSIDE OF STRUCTURE 12" MAX NON-SHRINK GROUT PVC PIPE STUB 6" THK GROUT ALL AROUND GASKET (TYP) PVC ADAPTER W/ DOUBLE GASKET AND ADHESIVE BONDED SAND FINISH ON EXTERIOR, MIN 7" LONG CAULK SPACE BETWEEN PVC PIPE ADAPTER AND PIPE STUB PVC PIPE CROSS ORIFICE PLATE ORIFICE 0.45" Ø 2' MINSD 4, CB TYPE 2-54" CONTROL STRUCTURE NTS53"9"6'6" MIN INSTALL REDUCER FOR 12" TO 18" PIPE CONNECTION CIVIL & STRUCTURAL ENGINEERING | LAND SURVEYING | PLANNINGPROJECT MANAGEMENT | FEASIBILITY | PERMIT EXPEDITINGCORPORATE OFFICE5920 100th St SW, Ste #25Lakewood, WA 98499phone: 253-984-2900beylerconsulting.comSHEET OF JOB NUMBERNO. DESCRIPTION INIT DATEDRAWN BY:CHECKED BY:SCALE:HORZ:VERT:DATE:BEYLERCONSULTINGPlan. Design. ManageCAD FILE: X:\Projects\_2018 Projects\18.00392.00 Castro - SE Petrovitsky Rd\4Civil Engineering\Engineering Drawings\18.00392 NOTES & DETAILS.dwg PLOT DATE/TIME: 3/9/2023 6:36 PM18.0039212727 SE PETROVITSKY RDSITE IMPROVEMENTCITY OF RENTONWASHINGTON17 SECTION 23, TOWNSHIP 28 N, RANGE 05 E C3.3STORM DRAINAGE DETAILS7 OUTLET INLET NOTES 1.CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M199) AND ASTM C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2.HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN CLEARANCE. SEE DWG NO 2-006, CATCH BASIN DETAILS. HANDHOLDS SHALL BE PLACED IN ALTERNATING GRADE RINGS OR LEVELING BRICK COURSE WITH A MIN OF ONE HANDHOLD BETWEEN THE LAST STEP AND TOP OF THE MANHOLE. 3.ALL REINFORCED CAST-IN-PLACE CONCRETE SHALL BE CLASS 4000. ALL PRECAST CONCRETE SHALL BE CLASS 4000. 4.PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE WALL THICKNESS OF 2" MIN UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. PIPES SHALL BE INSTALLED ONLY IN FACTORY KNOCKOUTS UNLESS OTHERWISE APPROVED BY THE ENGINEER. 5.KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAX HOLE SIZE SHALL BE 36" FOR 48" CATCH BASIN, 42" FOR 54" CB, 48" FOR 60" CB, 60" FOR 72" CB, 84" FOR 96" CB MIN DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48", 54", AND 60" CB; 12" FOR 72" AND 96" CB. 6.CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC. 7.05 AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON-ROCKING FIT WITH ANY COVER POSITION. 7.ALL BASE REINFORCING STEEL SHALL HAVE A MIN YIELD STRENGTH OF 60,000 PSI AND BE PLACED IN THE UPPER HALF OF THE BASE WITH 1" MIN CLEARANCE. 8.MIN SOIL BEARING VALUE SHALL EQUAL 3,300 POUNDS PER SQUARE FOOT. 9.FOR DETAILS SHOWING LADDER, STEPS, HANDRAILS AND TOP SLABS, SEE DWG NO 2-006. 10.SEE THE WSDOT/APWA STANDARD SPECIFICATIONS SEC. 7-05.3 FOR JOINT REQUIREMENTS. 20"x24" OR 24"Ø 6" MIN 18" MAX MAX HEIGHT = 12'12" (TYP) 48", 54", 60", 72" OR 96"2'-0" MINFRAME & GRATE OR COVER ADJUSTMENT SECTION (LEVELING BRICKS OR GRADE RINGS OPTIONAL) (2) HANDHOLDS (2) STEPS OR LADDER, ORIENT W/ INLET SO STEPS WILL CLEAR PIPES PRECAST BASE & INTEGRAL RISER 1'-0" FOR 48", 54" & 60" Ø 2'-0" FOR 72" & 96" Ø GRAVEL BACKFILL FOR FOUNDATIONS 6" MIN COMPACTED DEPTH FOR PRECAST BASE ONLY 48"Ø - 6" 54"Ø, 60"Ø, 72"Ø - 8" 96"Ø - 12" REINFORCING STEEL (FOR PRECAST BASE & INTEGRAL RISER ONLY) REINFORCING STEEL (FOR SEPARATE BASES ONLY) SEPARATE CAST IN PLACE BASE OR SEPARATE PRECAST BASE PRECAST BASE JOINT "O" RING MORTAR FILL 6" FOR SEPARATE CAST-IN-PLACE Ø SIZE SQ.IN.FT. IN EACH DIRECTION 48"54"60"72"96" 0.15 0.19 0.25 0.24 0.29Ø SIZE SQ.IN.FT. IN EACH DIRECTION 48"54"60"72"96" 0.23 0.19 0.25 0.35 0.39 CATCH BASIN TYPE 2 (48",54",60",72",84",96") NTS1 STORMFILTER CATCH BASIN DETAIL - SD 1 NTS2 SD #2 0.0162 100 YEAR 18" 7.5 ZPG 398.00 0.146 396.00 8" 396.00 8" SD #1 0.0071 100 YEAR 18" 7.5 ZPG 398.50 0.064 396.50 8" oldcastleprecast.com/wilsonville Issue Date: File Name: PO Box 323, Wilsonville, Oregon 97070-0323 Tel: (503) 682-2844 Fax: (503) 682-2657 48" MANHOLE 2016 020-48MH 48" MANHOLE 48" MANHOLE 1.0 FRAME GRADE RING RISER BASE AND COVER ECCENTRIC CONE FLAT TOP CONCENTRIC CONE JOINT DETAIL TRACT A N88°05'00"W 80.13'10.32'N88°05'00"W 140.01'6,347 SF 0.146 ACRES SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN 404 402 SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANWWWWWWWWWWWWWWWWWWWWWWWWSD SD SD SD SD SD SD SD SD SD SD S D S D SD SD S D SD SD SD SD9.8'8' (TYP)16' (TYP)11.3'ACCESS HATCH 48" MANHOLE (TYP) SEE DETAIL 1, THIS SHEET PROVIDE VENTILATION PIPES AT VAULT CORNERS SEE DETAIL 2, THIS SHEET IMPLEMENT SUBGRADE SLOPE OF 0.5% FOR SEDIMENT CONTROL PROVIDE VENTILATION PIPES AT VAULT CORNERS SEE DETAIL 2, THIS SHEET PROVIDE VENTILATION PIPES AT VAULT CORNERS SEE DETAIL 2, THIS SHEET PROVIDE VENTILATION PIPES AT VAULT CORNERS SEE DETAIL 2, THIS SHEET ACCESS HATCH 48" MANHOLE (TYP) SEE DETAIL 1, THIS SHEET BOTTOM EL 390.00 0.5%STORM FILTER #1 RIM 398.50 IE 396.50 SEE DETAIL 2/C3.3 16 LF 8" PVC SD @ 0.5% 17 LF 8" PVC SD @ 0.5% CATCH BASIN TYPE 2 W/ RELEASE STRUCTURE RIM 399.00 IE (OUT) 390.00 SEE DETAIL 5/C3.2 75 LF 12" PVC SD @ 0.5% IE (OUT) 390.00 IE (OUT) 390.00 IE 396.40 IE 395.70 10'CIVIL & STRUCTURAL ENGINEERING | LAND SURVEYING | PLANNINGPROJECT MANAGEMENT | FEASIBILITY | PERMIT EXPEDITINGCORPORATE OFFICE5920 100th St SW, Ste #25Lakewood, WA 98499phone: 253-984-2900beylerconsulting.comSHEET OF JOB NUMBERNO. DESCRIPTION INIT DATEDRAWN BY:CHECKED BY:SCALE:HORZ:VERT:DATE:BEYLERCONSULTINGPlan. Design. ManageCAD FILE: X:\Projects\_2018 Projects\18.00392.00 Castro - SE Petrovitsky Rd\4Civil Engineering\Engineering Drawings\18.00392 NOTES & DETAILS.dwg PLOT DATE/TIME: 3/9/2023 6:36 PM18.0039212727 SE PETROVITSKY RDSITE IMPROVEMENTCITY OF RENTONWASHINGTON17 SECTION 23, TOWNSHIP 28 N, RANGE 05 E C3.4STORM VAULT DETAILS8 48" MANHOLE NTS1 12" VENTILATION LID COVER VENTIALATION PIPE VENT LID/PIPE NTS2 DETENTION VAULT VENTIALATION PIPE 12" GENERAL NOTE: INSTALL 12" RISER TO SURFACE, WITH LOCKING LIDE 5 2.5 0 5 SCALE: 1" = 5' STORM DRAINAGE DETENTION VAULT PLAN 1"=5' CIVIL & STRUCTURAL ENGINEERING | LAND SURVEYING | PLANNINGPROJECT MANAGEMENT | FEASIBILITY | PERMIT EXPEDITINGCORPORATE OFFICE5920 100th St SW, Ste #25Lakewood, WA 98499phone: 253-984-2900beylerconsulting.comSHEET OF JOB NUMBERNO. DESCRIPTION INIT DATEDRAWN BY:CHECKED BY:SCALE:HORZ:VERT:DATE:BEYLERCONSULTINGPlan. Design. ManageCAD FILE: X:\Projects\_2018 Projects\18.00392.00 Castro - SE Petrovitsky Rd\4Civil Engineering\Engineering Drawings\18.00392 NOTES & DETAILS.dwg PLOT DATE/TIME: 3/9/2023 6:36 PM18.0039212727 SE PETROVITSKY RDSITE IMPROVEMENTCITY OF RENTONWASHINGTON17 SECTION 23, TOWNSHIP 28 N, RANGE 05 E C3.5STORM VAULT DETAILS9 IF VAULT FLOOR IS FLAT, MANUAL ASKS THAT REMOVABLE PANELS BE PROVIDED TO REMOVE SEDIMENT, OTHERWISE SLOPE BOTTOM TO A SINGLE LOCATION FOR SEDIMENT REMOVAL CIVIL & STRUCTURAL ENGINEERING | LAND SURVEYING | PLANNINGPROJECT MANAGEMENT | FEASIBILITY | PERMIT EXPEDITINGCORPORATE OFFICE5920 100th St SW, Ste #25Lakewood, WA 98499phone: 253-984-2900beylerconsulting.comSHEET OF JOB NUMBERNO. DESCRIPTION INIT DATEDRAWN BY:CHECKED BY:SCALE:HORZ:VERT:DATE:BEYLERCONSULTINGPlan. Design. ManageCAD FILE: X:\Projects\_2018 Projects\18.00392.00 Castro - SE Petrovitsky Rd\4Civil Engineering\Engineering Drawings\18.00392 NOTES & DETAILS.dwg PLOT DATE/TIME: 3/9/2023 6:36 PM18.0039212727 SE PETROVITSKY RDSITE IMPROVEMENTCITY OF RENTONWASHINGTON17 SECTION 23, TOWNSHIP 28 N, RANGE 05 E C3.6UTILITY NOTES 10 1.ALL WORK MATERIAL SHALL BE I CONFORMANCE AND SPECIFICATION OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON THE SITE AT ALL TIMES DURING CONSTRUCTION. 2.THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30AM TO 3:30PM UNLESS APPROVED IN WRITING BY PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4.AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE-CONSTRUCTION MEETING. 5.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL DATUM CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARKS AND ELEVATIONS ARE NOTED ON THE PLANS. 6.AL WATER MAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL NE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 7.CAST IRON AND DUCTILE IRON FITTING SHALL BE CEMENT LINED, PRESSURED RATED AS NOTED ON PLANS, ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421./4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS THE, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWAA C110/A21.10.87 AND ANSI/AWWA 153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C110/A21.10.87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C100/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8.GATE VALES SHALL BE IRON BODY, BRONZED-MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9.FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE9OPENING AGAINST PRESSURE) CONFIRMING TO AWWA C-502-85 WITH A 6-INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 INCH PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10.THE TWO 2-1/2 INCH HOSE NOZZLE SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH THE OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAP SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11.THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12.FIRE HYDRANT SHALL BE PAINTED WITH TWO COATS OF PAINTS. PRESERVATIVES PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL. 13.PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14.FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS FOR FIRE HYDRANT, LATEST REVISION. 15.ALL WATER MAIN 10 INCH AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCH BELOW FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISHED GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAIN ARE TO BE LOWERED TO CLEAR. 16.ALL WATER MAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRAD INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL. 2 LB/CU. FT DENSITY FOAM WITH 90A DUROMETER URETHENE RUBBER COATING ON THE REAR OF "PIG" ONLY. 17."PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18.ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATION OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATION 7-11.3(11). THE LOSS PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19.ALL WATER MAIN AND SERVICE SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATION REFERENCE ABOVE. 20.A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE(5) WORKING DAYS NOTICED IS REQUIRED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23.INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENTS OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24.ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. 25.INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICE TWENTY-FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS. 26.CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27.ALL JOINT RESTRAINTS SYSTEMS (SHACKLE RODS NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28.ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURBS, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29.A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF THE INITIAL EXCAVATIONS WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH.* 30.FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE, SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. WATER UTILITY NOTES & SPECIFICATION 1.ALL WORK MATERIAL SHALL BE I CONFORMANCE AND SPECIFICATION OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON THE SITE AT ALL TIMES DURING CONSTRUCTION. 2.THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATION ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT WAY. 3.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4.A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCE OD CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7.PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENTS SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8.A COPY OF THESES PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9.THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10.BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11.OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY 12.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL DATUM CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARKS AND ELEVATIONS ARE NOTED ON THE PLANS. 13.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14.AL PIPE AND APPURTENANCES SHALL BE LAID ON PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARD AND SPECIFICATION, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16.IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. SANITARY SEWER NOTES & SPECIFICATION WATER GENERAL NOTES CITY OF RENTON 1.ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATION AND SPECIAL PROVISION AND WSDOT/AWPA STANDARDS SPECIFICATION, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. AS ET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONSTRUCTION AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2.ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3.ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON-SITE. 4.ALL WATER MAIN PIPE MATERIAL SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH-ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE-TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5.MINIMUM COVER FROM TOP OF WATER MAIN TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATION MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR. THE PROFILE OF THE WATER SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONES COMPACTION SHALL BE 95 MDD. 6.CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE HYDRANTS. MEGA-LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7.ALL NEW WATER MAINS PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW-OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET-TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM-PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8.NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9.THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENT AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM TO THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. 1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE THE APPLICANT'S CONTRACTOR. 2.THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRIC, ETC.). PLANS FOR THE STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5.A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6.THE LOCATION OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF AL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS-BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF THE RECORD IF A CONFLICTS EXISTS. 7.VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8.ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D- COMPACTION AND MOISTURE CONTROL TEST OF THE WSDOT STANDARD SPECIFICATIONS. I PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11.ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIALS, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 220.20. 13.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14.ALL DRAINAGE STRUCTURES SUCH AS CATCH BASIN AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT-LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, AND 204.50 STRUCTURES SHALL HAVE: 14.1.RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY 14.2.ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. 14.3.ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENT TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15.BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH THE TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16.LIDS OF MANHOLES/CATCH BASIN WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUST TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLES/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH THE FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. 18.ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATION: 18.1.4-8 INCH ROCK / 40-70% PASSING 18.2.2-4 INCH ROCK / 30-40% PASSING 18.3.LESS THAN 2 INCHES / 10-20% PASSING 19.FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEMS OR FLOW CONTROL FACILITY ON THE SITE. UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON-SITE BMPS. 20.THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT-LOCKING LID MARKED "STORM" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21.ALL STORM SYSTEM EXTENSION SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEET SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22.ALL NEWLY-INSTALLED AND NEWLY-REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OR REMOTE CCTV ACCORDING TO THE CITY STANDARD PLANS 266.00. CCTV INSPECTION AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTER AND/OR PAVEMENT. 23.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARDS SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE STORM IS TESTED. 24.FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26.ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27.PROJECT LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHAL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 28.PLACEMENT OF SURFACE APPURTENANCE (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTION OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH NON-SLIP OR NON-SKID LID PER ADA REQUIREMENTS. 29.CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1A2 OF THE RENTON SWDM 31.CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDER TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. SURFACE WATER STANDARD PLAN NOTES CITY OF RENTON CIVIL & STRUCTURAL ENGINEERING | LAND SURVEYING | PLANNINGPROJECT MANAGEMENT | FEASIBILITY | PERMIT EXPEDITINGCORPORATE OFFICE5920 100th St SW, Ste #25Lakewood, WA 98499phone: 253-984-2900beylerconsulting.comSHEET OF JOB NUMBERNO. DESCRIPTION INIT DATEDRAWN BY:CHECKED BY:SCALE:HORZ:VERT:DATE:BEYLERCONSULTINGPlan. Design. ManageCAD FILE: X:\Projects\_2018 Projects\18.00392.00 Castro - SE Petrovitsky Rd\4Civil Engineering\Engineering Drawings\18.00392 NOTES & DETAILS.dwg PLOT DATE/TIME: 3/9/2023 6:36 PM18.0039212727 SE PETROVITSKY RDSITE IMPROVEMENTCITY OF RENTONWASHINGTON17 SECTION 23, TOWNSHIP 28 N, RANGE 05 E C3.7UTILITY DETAILS11 CIVIL & STRUCTURAL ENGINEERING | LAND SURVEYING | PLANNINGPROJECT MANAGEMENT | FEASIBILITY | PERMIT EXPEDITINGCORPORATE OFFICE5920 100th St SW, Ste #25Lakewood, WA 98499phone: 253-984-2900beylerconsulting.comSHEET OF JOB NUMBERNO. DESCRIPTION INIT DATEDRAWN BY:CHECKED BY:SCALE:HORZ:VERT:DATE:BEYLERCONSULTINGPlan. Design. ManageCAD FILE: X:\Projects\_2018 Projects\18.00392.00 Castro - SE Petrovitsky Rd\4Civil Engineering\Engineering Drawings\18.00392 NOTES & DETAILS.dwg PLOT DATE/TIME: 3/9/2023 6:36 PM18.0039212727 SE PETROVITSKY RDSITE IMPROVEMENTCITY OF RENTONWASHINGTON17 SECTION 23, TOWNSHIP 28 N, RANGE 05 E C3.8PAVING DETAILS12 390 395 400 405 410 415 420 390 395 400 405 410 415 420 11+00 12+00 12+60 -11. 0 3 % -4.52%-0.41% CL STA: 11+07.05 (NEW ROAD) BEGIN PROPOSED ROAD ELEV = 409.80 CL STA: 12+45.12 (NEW ROAD) = CL STA: 20+00.00 (SE 176TH ST) ELEV = 397.09 PVI STA: 12+06.43 PVI ELEV: 398.843 K: 7.18 LENGTH: 46.70 BVC STA: 11+83.08BVC ELEV: 401.42EVC STA: 12+29.78EVC ELEV: 397.79408.4408.37406.2406.17404.0403.96401.8401.76399.8399.75398.3398.30397.3397.33PROPOSED GRADE PROPOSED GRADE (TYP) EXISTING GRADE (TYP) 380 385 390 395 400 405 410 415 420 425 380 385 390 395 400 405 410 415 420 425 20+00 21+00 22+00 23+00 24+00 24+40 1.23% 13.75 % 2.67%CL STA: 20+00.00 (SE 176TH ST)= CL STA: 12+45.44 (NEW ROAD)ELEV = 397.09CL STA: 24+14.00 (NEW ROAD) END PROPOSED ROAD ELEV = 414.30 PVI STA: 22+87.15 PVI ELEV: 400.625 K: 7.99 LENGTH: 100.00 BVC STA: 22+37.15BVC ELEV: 400.01EVC STA: 23+37.15EVC ELEV: 407.50PVI STA: 23+80.00 PVI ELEV: 413.392 K: 5.41 LENGTH: 60.00 BVC STA: 23+50.00 BVC ELEV: 409.27 EVC STA: 24+10.00 EVC ELEV: 414.19 397.09391.6397.34392.6397.58393.0397.83394.4398.08394.7398.32396.6398.57398.2398.81398.7399.06400.6399.31400.9399.55401.1399.80400.7400.05395.2400.62396.9401.69403.2403.26405.4405.33406.2407.89406.5410.55406.7412.56411.5413.83PROPOSED GRADE (TYP) EXISTING GRADE (TYP) PROPOSED GRADE EXISTING GRADE CIVIL & STRUCTURAL ENGINEERING | LAND SURVEYING | PLANNINGPROJECT MANAGEMENT | FEASIBILITY | PERMIT EXPEDITINGCORPORATE OFFICE5920 100th St SW, Ste #25Lakewood, WA 98499phone: 253-984-2900beylerconsulting.comSHEET OF JOB NUMBERNO. DESCRIPTION INIT DATEDRAWN BY:CHECKED BY:SCALE:HORZ:VERT:DATE:BEYLERCONSULTINGPlan. Design. ManageCAD FILE: X:\Projects\_2018 Projects\18.00392.00 Castro - SE Petrovitsky Rd\4Civil Engineering\Engineering Drawings\18.00392 PROFILES.dwg PLOT DATE/TIME: 3/9/2023 6:39 PM18.0039212727 SE PETROVITSKY RDSITE IMPROVEMENTCITY OF RENTONWASHINGTON17 SECTION 23, TOWNSHIP 28 N, RANGE 05 E C3.9SE 176TH ST & NEW ROAD PROFILES13 Know what's below. before you dig.Call R HORIZONTAL VERTICAL SE 176TH ST PROFILE Sta 10+00. to 11+38.35 1"=20' 1"=5' HORIZONTAL VERTICAL NEW ROAD PROFILE Sta 20+00 to 24+14 1"=20' 1"=5' 20'SINGLE-FAMILY RESIDENCE (2,358 SF MAX) SINGLE-FAMILY RESIDENCE (2,871 SF MAX) SINGLE-FAMILY RESIDENCE (3,179 SF MAX) 128th AVE SE SE PETROVITSKY RDSE 176th STSEE SHEET C4.1 FOR TRAFFIC CONTROL IN THIS AREA SEE SHEET C4.1 & C4.2 FOR TRAFFIC CONTROL IN THIS AREA PROVIDE TYPE 3 BARRICADE SEE DETAIL SHEETS C4.3 4.26' 38.49' L=46.90' Δ=76°46'19" R=35.00'96.62'S75°02'19"E 106.07'L =3 3 .5 0'Δ =7 6 °4 6 '20"R =2 5 .0 0'S01°44'00"W 55.17' S18°1 8' 1 7 " E 5 5 . 1 7 ' 91.38'N88°01'15"WN88°05'00"W 106.38'87.41' 46.39'S65°30'35"W 118 .06 ' 127.39' S02°18'45"W 224.84'N88°05'00"W 80.13'10.32' 87.81'N88°05'00"W 140.01'N01°51'37"E 379.99' S01°51'37"W 248.02' 74.89' N88° 05' 00"W - 35.00 91.72'PSD86.25'N88°05'00"WL2 L3 43.61' L1 20.00'8'5'8' 5'5'20' 20'CIVIL & STRUCTURAL ENGINEERING | LAND SURVEYING | PLANNINGPROJECT MANAGEMENT | FEASIBILITY | PERMIT EXPEDITINGCORPORATE OFFICE5920 100th St SW, Ste #25Lakewood, WA 98499phone: 253-984-2900beylerconsulting.comSHEET OF JOB NUMBERNO. DESCRIPTION INIT DATEDRAWN BY:CHECKED BY:SCALE:HORZ:VERT:DATE:BEYLERCONSULTINGPlan. Design. ManageCAD FILE: X:\Projects\_2018 Projects\18.00392.00 Castro - SE Petrovitsky Rd\4Civil Engineering\Engineering Drawings\18.00392 TRAFFIC.dwg PLOT DATE/TIME: 3/9/2023 6:40 PM18.0039212727 SE PETROVITSKY RDSITE IMPROVEMENTCITY OF RENTONWASHINGTON17 SECTION 23, TOWNSHIP 28 N, RANGE 05 E C4.0TRAFFIC CONTROL PLAN14 20 10 0 20 SCALE: 1" = 20' Know what's below. before you dig.Call R CIVIL & STRUCTURAL ENGINEERING | LAND SURVEYING | PLANNINGPROJECT MANAGEMENT | FEASIBILITY | PERMIT EXPEDITINGCORPORATE OFFICE5920 100th St SW, Ste #25Lakewood, WA 98499phone: 253-984-2900beylerconsulting.comSHEET OF JOB NUMBERNO. DESCRIPTION INIT DATEDRAWN BY:CHECKED BY:SCALE:HORZ:VERT:DATE:BEYLERCONSULTINGPlan. Design. ManageCAD FILE: X:\Projects\_2018 Projects\18.00392.00 Castro - SE Petrovitsky Rd\4Civil Engineering\Engineering Drawings\18.00392 TRAFFIC.dwg PLOT DATE/TIME: 3/9/2023 6:39 PM18.0039212727 SE PETROVITSKY RDSITE IMPROVEMENTCITY OF RENTONWASHINGTON17 SECTION 23, TOWNSHIP 28 N, RANGE 05 E C4.1TRAFFIC CONTROL DETAILS15 CIVIL & STRUCTURAL ENGINEERING | LAND SURVEYING | PLANNINGPROJECT MANAGEMENT | FEASIBILITY | PERMIT EXPEDITINGCORPORATE OFFICE5920 100th St SW, Ste #25Lakewood, WA 98499phone: 253-984-2900beylerconsulting.comSHEET OF JOB NUMBERNO. DESCRIPTION INIT DATEDRAWN BY:CHECKED BY:SCALE:HORZ:VERT:DATE:BEYLERCONSULTINGPlan. Design. ManageCAD FILE: X:\Projects\_2018 Projects\18.00392.00 Castro - SE Petrovitsky Rd\4Civil Engineering\Engineering Drawings\18.00392 TRAFFIC.dwg PLOT DATE/TIME: 3/9/2023 6:40 PM18.0039212727 SE PETROVITSKY RDSITE IMPROVEMENTCITY OF RENTONWASHINGTON17 SECTION 23, TOWNSHIP 28 N, RANGE 05 E C4.2TRAFFIC CONTROL DETAILS16 CIVIL & STRUCTURAL ENGINEERING | LAND SURVEYING | PLANNINGPROJECT MANAGEMENT | FEASIBILITY | PERMIT EXPEDITINGCORPORATE OFFICE5920 100th St SW, Ste #25Lakewood, WA 98499phone: 253-984-2900beylerconsulting.comSHEET OF JOB NUMBERNO. DESCRIPTION INIT DATEDRAWN BY:CHECKED BY:SCALE:HORZ:VERT:DATE:BEYLERCONSULTINGPlan. Design. ManageCAD FILE: X:\Projects\_2018 Projects\18.00392.00 Castro - SE Petrovitsky Rd\4Civil Engineering\Engineering Drawings\18.00392 TRAFFIC.dwg PLOT DATE/TIME: 3/9/2023 6:40 PM18.0039212727 SE PETROVITSKY RDSITE IMPROVEMENTCITY OF RENTONWASHINGTON17 SECTION 23, TOWNSHIP 28 N, RANGE 05 E C4.3TRAFFIC CONTROL DETAILS17