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HomeMy WebLinkAboutR-425527ti O Z O O v EX GROUND CONTOUR (TYP) PROPERTY L/NE (TYP) i EX OFFS/TE TREE TO REMAIN (TYP) PROPOSED FINISH GRADE CONTOUR (TYP) � I 76 75� 74 - STA. 707401.50, 0.00' /o / 78LF " TYPE 1, VANED GRATE , �� / ' / �9tF 12 C900 ,?6-65- 421.85 / / .� �c0 0.0073 6 /E /N H:936 (W) 419.05 12" 1E OUT 4f& (S) 418.90 _ d - / TRACT(- R© 11 7�foo (CRITICAL AREA) ` rxti SEE SHEET C4.02 73 72 71 71 f 72. 00, ROW 6 - 17*90.67, ROAD A \ TOP OF SLOPE �� / �707L00. 00 96LF I BEGIN ROAD 97Lic-� C900 1 ? 6&5� 0.0052 I 15 SETBACK , 77 78 79 80 81 82 83 84 85 86 a� ASPHALT THICKENED EDGE 0 3,3 STORM CLEANOUT TO BE ADDED TO END OF ROW 6, STA 70f8012 0 00 PER C.O.R. STD DTL 226, (� CATCH BASIN TYPE 1 PER C.O.R. STD DTL 200, SEE SHEET C4.33 (TYP) CATCH BASIN TYPE 2 PER C.O.R. STD DTL 201, SEE SHEET C4.33 (TYP) 70 69 1 68 67 100LF / i`66tF 12" C900 9 0.0387 d ra TO DIRECT DRAINAGE TO CB 34 " SEE SHEET C4. 33 (TYP) STA. 71 f 77. 00, 0. 00' TYPE 2-48 , TYPE 2-48'; 424.58 SEE SHEETS C4.10-C4.11 -ff1 426.20 12 If /N 4 A9 46 (N) 418.33 FOR STORM SERVICE LINE 12" If /N 4177 977 (N) 417.80 6" 1E /N (W) 418.83 DES/GN (TYP) 12" If /N �7 (5) 417.80 12" IE OUT 4h� 46 (5) 418.33 6" IE IN 0144 (NW) 418.30 12" IF OUT 417?9-7 (E) 417.80 SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMAT/ON. STA. 72f77.19, 0.00' TYPE 1, VANED GRA TE ffM 4' F5 425.02 6" /F /N SFr (W) 421.67 12" If OUT z16 (N) 421.17 A \/ / i 1� EX TREE TO BE SAVED (Typ) / 72f87.77 END ROAD TRA (CRI AL AREA) 15' BSBL 440 HIGH PT STA: 71 *80.15 HIGH PT EL.• 427.11 PV/ STA: 71f72.00 . PV/ EL: 427.82 . 100.00 VC 0 0 EX/STING GROUND v v p v v O 0 ROAD (TYP) m m W W o 430 / ^ W PROPOSED GRADE 0 ROAD � (TYP) ASPHAL T THICKENED EDGE / \ TO BE ADDED TO END OF ROW 6, TO DIRECT DRAINAGE TO CB 34 j \ 70f00 = ROW 6 - EL: 422. 00 BEGIN ROAD /MPROI/EMENT 420 1 ------------ � C9 1 12" C9CC 0.4387 78LF 0 c§� B-B9r� 0.0073 3,�f{ 12" C900 9-0 700051 96LF�bo . . . . . . . . . . . / V 410 ,, �. �.�. h ILJL14 �C"sl V:�-� Vim^ . EXISTING ELEV. . 0 ROAD � (TYP) RO 6 . PROPOSED ELEV. HOR/Z SC E. I" J0, 0 ROAD (TYP) l/ERT. SC E. 1 "5' g rr g � � • N o o cep h � � � � 70+00 70+50 71 +00 71 72+50 73+00 +50 72+00 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 it FI • ► SURVEYED: BY OTHERS DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N BY DATE APPR APPROVED: ROLL/ HEA VR/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY m/ 430 420 410 73+50 VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M KEY MAP SCALE: 1" = 30' 0 15 30 60 STORM LEGEND STORM PIPE STORM SERVICE - - - - STORM EASEMENT EX/STING STORM PIPE 4 STORM PIPE FLOW ARROW ❑❑ STORM STRUCTURE - TYPE 1 CB 0) STORM STRUCTURE - TYPE 2 CB STANDARD NOTES 1. ALL STORM FRAMES SHALL BE VANED GRA TES PER C 0..R STD DTL 204.2 UNLESS OTHERWISE NOTED. SEE DETAIL SHEET C4.33. 2. STORM FRAMES WITHIN SAG CURVES AT LOW POINTS SHALL BE 81-DIRECTIONAL VANED GRATES PER C.O.R. STD DTL 204.3. SEE DETAIL SHEET CAJJ 3. PIPE MA TER/AL SHALL CONFORM TO THE 2022 RSWDM CHAPTER 4, SECT/ON 4.2.1. AND TABLE 4.1.1.A2. 4. SEE SHEET CA 10 AND C4.11 FOR STORM SERVICE PLAN. 5. PIPE MA TER/AL SHOWN AS C-900 PVC MAY BE CLASS 52 DUCTILE IRON /F DES/RED. 5/S/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425527 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O O O N N N DATE: O CITY 0 F TOWNS ON 12TH 101111202J 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: RENTON PAGE: DRAWING NO: Planning/Building/Public Works Dept. ROAD & STORM DRAINAGE PLAN & PROFILE C4. 07 RO� G SHEET: OF: �/�/ V 27 93 CONSTRUCTION RECORD DRA WINGS