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HomeMy WebLinkAboutRevission #2 GradingPROP LINE152ND AVE SE154TH AVE SESE 138TH PL SE 5TH PL153RD AVE SE385386387384385 385386387 386385380379 381382383384 375 380 385 374376 377 378 379 381 382 383 384 386 387 385390395 384 386 387 38 8 388 388 389 39 1 39 2 393 394385386387 386 387 27+0028+0029+0030+0031+0032+0033+0051+0052+0053+0068+0069+0070+0071+0072+0073+0074+0010+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 123 4 5 6 710 9 8 1112 TRACT A CB #9 RIM: 390.19 CB #5 RIM: 386.51 CB #6 RIM: 387.83 CB #4 RIM: 386.51 CB #19 RIM: 385.26 CB #18 RIM: 384.84 CB #8 RIM: 385.26 CB #10 RIM: 384.51 CB #17 RIM: 383.69 CB #15 STA: 51+47.47, 11.92 RT RIM: 383.81 IE: 380.75 12" (S) IE: 381.08 8" (E) CB #11 RIM: 384.23 CB #14 RIM: 383.18 CB #3 RIM: 383.35 CB #2 RIM: 382.61 BW: 384.74 TW: 384.89 BW: 381.59 TW: 384.63 BW: 381.44 TW: 384.39 BW: 380.08 TW: 384.00 BW: 379.57 TW: 384.50 BW: 378.79 TW: 384.50 BW: 377.35 TW: 377.35 2 C3.0 3 C3.0 FG: 387.30 PAD: 386.30 FG: 387.20 PAD: 386.20 FG: 386.70 PAD: 385.70 FG: 384.50 PAD: 383.50 FG: 384.90 PAD: 383.90 FG: 386.00 PAD: 385.00 FG: 386.20 PAD: 385.20 FG: 387.30 PAD: 386.30 FG: 387.90 PAD: 386.90 FG: 388.50 PAD: 387.50 FG: 387.00 PAD: 386.00 FG: 386.20 PAD: 385.20 CB #16 STA: 13+23.75, 150.74 LT RIM: 383.90 IE: 381.23 8" (E) IE: 381.23 8" (W) IE: 381.40 6" (S) CB #13 RIM: 383.17 15 LF 6" CPEP @ 0.50% 27 LF 6" CPEP @ 0.50% 30 LF 8" CPEP @ 0.50% 75 LF 8" CPEP @ 0.50% 68 LF 8" CPEP @ 2.50% 70 LF 8" CPEP @ 0.50% TRACT B 39038 7 38 8 389391392393394AREA DRAIN #1 STA: 13+98.20, 156.71 LT RIM: 384.50 IE: 381.60 8" (E) IE: 381.60 8" (W) IE: 381.76 6" (S) AREA DRAIN #2 STA: 14+66.18, 158.57 LT RIM: 386.50 IE: 383.30 8" (E) IE: 383.30 8" (W) IE: 383.46 6" (S)AREA DRAIN #3 STA: 15+48.70, 158.20 LT RIM: 387.15 IE: 383.65 8" (W) IE: 383.81 6" (S) CLEANOUT RIM: 384.56 IE: 381.58 6" (E) CLEANOUT RIM: 385.83 IE: 380.98 6" (W) IE: 380.98 6" (E) 120 LF 6" PERF. CPEP @ 0.50% 28 LF 6" CPEP @ 7.86% FRENCH DRAIN STUB IE: 383.59 6" (W) STUB IE: 381.54 6" (E) STUB IE: 380.94 6" (E) STUB IE: 381.17 6" (E) STUB IE: 383.51 6" (W) STUB IE: 382.86 6" (W)375375 374374 376 377378386 STUB IE: 381.50 6" (N) STUB IE: 381.86 6" (N) STUB IE: 383.56 6" (N) STUB IE: 383.91 6" (N) 4 C3.11 CLEANOUT (TYP.) 27 LF 6" CPEP @ 0.56% CB #20 STA: 30+37.84, 42.50 RT RIM: 386.19 IE: 382.76 6" (N) IE: 382.76 6" (W) IE: 382.76 6" (E)CB #21 STA: 50+72.00, 39.00 LT RIM: 384.19 IE: 380.84 6" (E) IE: 380.84 6" (N) IE: 380.84 6" (W) 130 LF 6" CPEP @ 0.50% 47 LF 6" CPEP @ 0.50% 75 LF 6" CPEP @ 0.50% CB #1 RIM: 382.40 CB #7 RIM: 387.40 OUTLET PROTECTION 3 C2.4 DAYLIGHT WALL FOOTING DRAIN 4" PERF. PVC @ 0.50% MIN. 38 5 385 384 383 383 382 381 386 385 8.5' TEMPORARY CONSTRUCTION EASEMENT COORDINATE REMOVAL / RELOCATION OF SHEDS WITH PROPERTY OWNER (TYP.) 380 385 390 380 385 390 0+00FG 384.41FG 383.670+36.18FG⅊ 380 385 390 380 385 390 0+00FG FG 386.20⅊ DRIVEWAY TABLE LOTS/TRACT DRIVEWAY WIDTH ROAD NAME AND DRIVEWAY CENTER, PERPENDICULAR FROM CENTERLINE 1 16' 2 16' 3 16' 4 16' 5 16' 6 16' 7 16' 8 16' 9 16' 10 16' 11 16' 12 16' TRACT A 15' SE 5TH PL, STA:15+59.35, 26.50' LT SE 5TH PL, STA:15+23.29, 26.50' LT SE 5TH PL, STA:14+53.59, 26.50' LT SE 5TH PL, STA:13+83.23, 26.50' LT 153RD AVE SE, STA:50+86.21, 26.50' LT 153RD AVE SE, STA:51+22.18, 26.50' LT 153RD AVE SE, STA:52+27.33, 26.50' LT 152ND AVE SE, STA:30+79.96, 30.00' RT 152ND AVE SE, STA:31+59.91, 30.00' RT 152ND AVE SE, STA:31+95.91, 30.00' RT SE 5TH PL, STA:14+51.83, 26.50' RT SE 5TH PL, STA:13+81.46, 26.50' RT SE 5TH PL, STA:14+93.10, 26.50' RT ⅊ 4:1 MAX (BW) BOTTOM OF WALL FINISHED GRADE ELEVATION PROVIDE BACKFILL AND FOOTING DRAIN PER RETAINING WALL DESIGN UNDER SEPARATE PERMIT REFER TO STRUCTURAL PLANS FOR RETAINING WALL/FOOTING DESIGN (TW) TOP OF WALL FINISHED GRADE ELEVATION CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S MAPLE HIGHLANDS AHBL JOB #2221005.10 39 Know what's below. before you dig.Call R C23004636LUA22-000122PR22-000109R-____ N GRAPHIC SCALE 0 40 80 1" = 40 FEET 20 OVERALL GRADING & ROOF DRAINAGE PLAN C3.0 C3.0 2 SCALE: H:1"=40', V:1"=4' CROSS SECTION 1 3 SCALE: H:1"=40', V:1"=4' CROSS SECTION 2 Q:\2022\2221005\10_CIV\CAD\_Site Development\2221005-SH-GRAD-STRM.dwgON-LOT STORMWATER MITIGATION ON-LOT DISPERSION IS REQUIRED FOR THREE LOTS OF THE PLAT. LOTS 3, 11, AND 12 ARE SHOWN WITH AREAS TO DISPERSE ROOF RUNOFF FROM A GRAVEL TRENCH THROUGH VEGETATION SHOW FOR GRAPHICAL PURPOSES ONLY. ALTERNATE DISPERSION METHODS MAY BE USED AND DESIGNED WITH BUILDING PERMITS. ANY THREE LOT ROOF AREAS MAY BE DISPERSED TO MEET STORMWATER FLOW CONTROL BMP REQUIREMENTS, OR A COMBINED 10% OF THE PLAT ROOF AREAS SHALL BE DISPERSED. 1 1 1 1 EXISTING GRADE AT CROSS SECTION FINISHED GRADE AT CROSS SECTION 3:1 DAYLIGHT SLOPE RETAINING WALL UNDER SEPARATE PERMIT. MSE LOCK + LOAD WALL EXISTING GRADE AT CROSS SECTION DRIVEWAYS PER RENTON STANDARD PLANS 1 C3.10 FINISHED GRADE AT CROSS SECTION 8 1.CPEP = CORRUGATED POLYETHYLENE PIPE - TRIPLE WALL. 2.CONNECT SE 5TH PL RETAINING WALL FOOTING DRAIN TO CB #10. 3.DAYLIGHT LOT 12 RETAINING WALL FOOTING DRAIN DISCHARGE AT SW CORNER OF LOT. 4.CONNECT POND RETAINING WALL FOOTING DRAINS TO CB #2. STORM NOTESTED-40-4278R-427808 1 NOT TO SCALE WALL SPOT GRADE DETAIL 8.50' TEMPORARY CONSTRUCTION EASEMENT 01/06/2025 1 1 PROP LINE152ND AVE SE154TH AVE SESE 5TH PL153RD AVE SE10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 29+0030+0051+0070+0071+00S88° 21' 14"E 327.69' S83° 43' 16"E 178.31' Δ=4°34'05" R=263.00' L=20.97'385383384386 385 386 390 38 7 388 389 391 392 393387 388CB #19 34 LF 12" CPEP @ 0.85% CB #18 235 LF 12" CPEP @ 0.50%CB #17 60 LF 12" CPEP @ 0.50% CB #14 CB #11 17 LF 8" CPEP @ 0.50% CB #10 185 LF 18" CPEP @ 0 . 5 0 %CB #5 22 LF 18" CPEP @ 0.50% CB #4 108 LF 12" CPEP @ 2.00% CB #6 CB #9 123 45 8 12 11 TRACT A386385384388 38 7 390389391392393394152ND AVE SE STA: 29+95.00 = SE 5TH PL STA: 9+99.24 SE 5TH PL STA: 12+96.92 = 153RD AVE SE STA: 50+00.16 1 C3.8 2 C3.8 S88° 17' 21"E 158.33' SE 5TH PL STA: 16+54.52 = 154TH AVE SE STA: 70+00.00 S88° 17' 21"E 654.29' PC STA:14+75.23, 0.00' PC STA:14+96.19, 0.00' CB #13 STA:15+69.38, 14.50' RT NDCBU MAILBOX 2 C3.13 END TRANSITION BEGIN STANDARD CROWN STA: 13+27.31, 8.07' RT FG: 384.92 CB #20 CB #21 CB #7TW: 384.89 BW: 384.74 8.5' TEMPORARY CONSTRUCTION EASEMENT COORDINATE REMOVAL / RELOCATION OF SHEDS WITH PROPERTY OWNER (TYP.) 370 375 380 385 390 395 370 375 380 385 390 395 FG10+00FG 385.53FG 385.1310+50FG 385.25FG 385.5011+00FG 385.69FG 385.5611+50FG 385.25FG 384.9412+00FG 384.62FG 384.3112+50FG 384.05FG 384.0213+00FG 384.22FG 384.5213+50FG 384.83FG 385.1414+00FG 385.44FG 385.7514+50FG 386.06FG 386.3715+00FG 386.67FG 386.9815+50FG 387.29FG 387.5916+00FG 387.90FG 388.2116+50FG 388.71STA: 30+34.03, 15.42' RT IE: 382.13 12" (SE) IE: 382.63 6" (E) RIM: 385.26 CB #19, TYPE 1L 34 LF 12" CPEP @ 0.85% 235 LF 12" CPEP @ 0.50%60 LF 12" CPEP @ 0.50% 22 LF 18" CPEP @ 0.50% 108 LF 12" C P E P @ 2 . 0 0 % 17 LF 8" CPEP @ 0.50% STA: 12+66.23, 9.29' LT IE: 380.67 12" (W) IE: 380.67 12" (E) RIM: 383.69 CB #17, 48" TYPE 2 STA: 50+08.10, 29.28' RT IE: 381.75 8" (S) IE: 377.11 18" (E) IE: 377.11 18" (N) IE: 380.37 12" (W) RIM: 384.23 CB #11, 54" TYPE 2 STA: 15+11.64, 11.08' LT IE: 376.18 18" (W) IE: 376.18 18" (S) IE: 376.68 12" (E) RIM: 386.51 CB #5, 48" TYPE 2 STA: 15+11.64, 11.08' RT IE: 376.07 18" (N) IE: 376.07 18" (S) RIM: 386.51 CB #4, 48" TYPE 2 STA: 16+19.84, 11.40' LT IE: 378.84 12" (W) IE: 378.84 12" (SE) IE: 384.83 12" (NE) RIM: 387.83 CB #6, 48" TYPE 2 EXISTING GRADE ROW AT CENTERLINE FINISHED GRADE ROW AT CENTERLINE EXISTING GRADE ELEVATION AT ROW CENTERLINE FINISHED GRADE ELEVATION AT ROW CENTERLINE 1.00% 1.25% 1.23%GRADE BREAK STA: 9+99.24ELEV: 385.54GRADE BREAK STA: 16+24.92ELEV: 388.21GRADE BREAK STA: 16+54.52ELEV: 388.80GRADE BREAK STA: 9+99.24ELEV: 385.54GRADE BREAK STA: 16+24.92ELEV: 388.21GRADE BREAK STA: 16+54.52ELEV: 388.80PVI: 385.81 PVI STA: 11+05.51 K: 17.78 A.D.: 2.25% 40' VC BVCS: 10+85.51BVCE: 385.61EVCS: 11+25.51EVCE: 385.56HI PT: 11+03.29ELEV: 385.70PVI: 383.80 PVI STA: 12+66.00 K: 26.24 A.D.: 2.48% 65' VC BVCS: 12+33.50BVCE: 384.21EVCS: 12+98.50EVCE: 384.20LOW PT: 12+66.30ELEV: 384.00PVI: 385.01 PVI STA: 10+25.94 K: 10.00 A.D.: 3.00% 30' VC BVCS: 10+10.94BVCE: 385.31EVCS: 10+40.94EVCE: 385.16LOW PT: 10+30.94ELEV: 385.11STA: 10+30.94, 9.68' LT IE: 381.84 12" (NW) IE: 381.84 12" (E) RIM: 384.84 CB #18, 48" TYPE 2 W/BI-DIRECTIONAL VANED GRATE CB #10, TYPE 1 STA 13+27.42, 6.49' RT RIM: 384.51 IE: 381.84 8" (N) IE: 381.84 4" (S) CONCRETE ENCASEMENT STORM CROSSING SEWER CROSSING WATER CROSSING 0.5' MIN. SEPARATION 185 LF 18" CPEP @ 0.50% 0.7' MIN. SEPARATION CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S MAPLE HIGHLANDS AHBL JOB #2221005.10 39 Know what's below. before you dig.Call R C23004636LUA22-000122PR22-000109R-____ N GRAPHIC SCALE 0 30 60 1" = 30 FEET 15 SE 5TH PL PLAN & PROFILE C3.4 C3.4 SE 5TH PL 12 SE 5TH PL PROFILE SCALE: H:1"=30', V:1"=3'Q:\2022\2221005\10_CIV\CAD\_Site Development\2221005-SH-STRM-SE 5TH PL.dwgPROTECT EXISTING COMM LINE, CONTRACTOR TO POTHOLE AND VERIFY LOCATION AND DEPTH PROTECT EXISTING WATER LINE, CONTRACTOR TO POTHOLE AND VERIFY LOCATION AND DEPTH PROTECT EXISTING POWER, CONTRACTOR TO POTHOLE AND VERIFY LOCATION AND DEPTH. 1.CPEP = CORRUGATED POLYETHYLENE PIPE - TRIPLE WALL. 2.CONNECT SE 5TH PL RETAINING WALL FOOTING DRAIN TO CB #10. 3.DAYLIGHT LOT 12 RETAINING WALL FOOTING DRAIN DISCHARGE AT SW CORNER OF LOT. 4.CONNECT POND RETAINING WALL FOOTING DRAINS TO CB #2. STORM NOTESTED-40-4278R-427812 01/06/2025 1 5.0' SIDEWALK 8.0' LANDSCAPING 10.0' TRAVEL LANE 10.0' TRAVEL LANE 5.0' SIDEWALK 8.0' LANDSCAPING 13.0' TRAVEL LANE 13.0' TRAVEL LANE 5.0' SIDEWALK 8.0' LANDSCAPING 13.0' TRAVEL LANE 13.0' TRAVEL LANE 8.0' LANDSCAPING 5.0' SIDEWALK ROW ROW ROW ROW ℄ ⅊ ⅊ ℄ ℄ 26.5'26.5' 23.5'13.5'26.5'26.5' 2.0%1.5% 2.0%2.0%1.5% 2.0%2.0%1.5%1.5% 53.0' 53.0' 37.0' CEMENT CONCRETE SIDEWALK PER COR STD DET 102 16.5' TRAVEL LANE 8.0' LANDSCAPING 5.0' SIDEWALK ROW ℄30.0' 2.0%1.5% 60.0' ROW 13.0' TRAVEL LANE 11.5' LANDSCAPING 5.0' SIDEWALK ROW ℄30.0' 1.5% 60.0' ROW CEMENT CONCRETE SIDEWALK PER COR STD DET 102 (TYP) CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COR STD DET 101 (TYP) CEMENT CONCRETE SIDEWALK PER COR STD DET 102 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COR STD DET 101 (TYP) CEMENT CONCRETE SIDEWALK PER COR STD DET 102 4" ATB 6" CRUSHED ROCK SUBGRADE PREPARATION PER RECOMMENDATIONS OF THE GEOTECHNICAL REPORT BY THE RILEY GROUP, DATED JUNE 4, 2021 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COR STD DET 101 CEMENT CONCRETE SIDEWALK PER COR STD DET 102 4" ATB 6" CRUSHED ROCK SUBGRADE PREPARATION PER RECOMMENDATIONS OF THE GEOTECHNICAL REPORT BY THE RILEY GROUP, DATED JUNE 4, 2021 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COR STD DET 101 0.5'0.5' 0.5'0.5'0.5'0.5' 0.5' 2" CLASS 1/2 HMA 4" ATB 6" CRUSHED ROCK SUBGRADE PREPARATION PER RECOMMENDATIONS OF THE GEOTECHNICAL REPORT BY THE RILEY GROUP, DATED JUNE 4, 2021 4" ATB 6" CRUSHED ROCK SUBGRADE PREPARATION PER RECOMMENDATIONS OF THE GEOTECHNICAL REPORT BY THE RILEY GROUP, DATED JUNE 4, 2021 2" CLASS 1/2 HMA 2" CLASS 1/2 HMA 4" ATB 6" CRUSHED ROCK SUBGRADE PREPARATION PER RECOMMENDATIONS OF THE GEOTECHNICAL REPORT BY THE RILEY GROUP, DATED JUNE 4, 2021 2" CLASS 1/2 HMA 2.0% 2" CLASS 1/2 HMA 1.5% 8.0' LANDSCAPING 5.0' SIDEWALK 5.0' SIDEWALK 8.0' LANDSCAPING 13.0' TRAVEL LANE 13.0' TRAVEL LANE ROW ⅊ ℄26.5'29.5' 2.0%2.0%1.5% 56.0' CEMENT CONCRETE SIDEWALK PER COR STD DET 102 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COR STD DET 101 (TYP) 0.5'0.5' 2" CLASS 1/2 HMA 4" ATB 6" CRUSHED ROCK SUBGRADE PREPARATION PER RECOMMENDATIONS OF THE GEOTECHNICAL REPORT BY THE RILEY GROUP, DATED JUNE 4, 2021 1.5% 8.0' LANDSCAPING 5.0' SIDEWALK 3.0' 4:1 MAX 1' LEVEL 2" CLASS 1/2 HMA 4" ATB 6" CRUSHED ROCK SUBGRADE PREPARATION PER RECOMMENDATIONS OF THE GEOTECHNICAL REPORT BY THE RILEY GROUP, DATED JUNE 4, 2021 1.0' LEVEL 2.5' 8.5' TEMP GRADING EASEMENT 3:1 DAYLIGHT SLOPE EASEMENT MATCH EXISTING CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S MAPLE HIGHLANDS AHBL JOB #2221005.10 39 Know what's below. before you dig.Call R C23004636LUA22-000122PR22-000109R-____ ROAD CROSS-SECTIONS C3.8 C3.8 16 4 NOT TO SCALE 152ND AVE SE - SECTION3NOT TO SCALE 153RD AVE SE - SECTION (SOUTH) 5 NOT TO SCALE 154TH AVE SE - SECTION 2 NOT TO SCALE SE 5TH PL - SECTION (EAST) 1 NOT TO SCALE SE 5TH PL - SECTION (WEST) 6 NOT TO SCALE 153RD AVE SE - SECTION (NORTH)Q:\2022\2221005\10_CIV\CAD\_Site Development\2221005-SH-ROAD.dwgTED-40-4278R-427816 7 NOT TO SCALE ACCESS ROAD 01/06/2025 1