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HomeMy WebLinkAboutR-425522N v PROPOSED FINISH SEE SHEET C4. 09 EX GROUND GRADE CONTOUR PROPERTY LINE CONTOUR (TYP) (TYP) (TYP) A- CB 37 STA. 16f87.37, 34.3T RT P----------- TYPE 2-48'; RIM 421.20 TRACT Jass 12" lE /N 414.46 (SW) _ 74 (STORM DRAINAGE) \ Bl g, `� \�. A 810-POD FOR WATER QUALITY, 12" If OUT 414.46 (N) a- c J '� \ �� \ l/� \I SEE VAUL T DETA/L SHEETS, SEE VAULT PLAN, i?o �`�� - -396_ _ , _ C4.31, C4.32 & C4.34 SEE SHEETS C4.10-C4.11 1 SHEETS C4.31 & C4.32 \ FOR STORM SERVICE L/NE 73 12" lE_414.06� DESIGN (TYP) 9LF 12 s STA. 15f95.35 16.15' RT SEE SHEET ®0.0444 v -� , >0' UTILITY 72 \ \ �` �9 TYPE 2-48" SOLID LOCK/NG LID EASEMENT - , g =_ \ __ R/M 423.83 C4, 07 TYP�� _ _- _�� 9 \ \ �� d 18 /E /N 416.75 (E) I ( ) _ \ 18 /E ��� \ 18" 1E OUT 416.75 (N) 17f90.67, ROAD A = ` a° t I / � 413.56 1 \ 71.67, R ROW 6 45LF 12 PVC b-�- R _ _ 16LF 18 DI CB 2 0120 CATCH BASIN TYPE 2 / / /00.1994 16f6Q�95 ��?o -� _ �� \ \\\ STA. 15f55.04, 16.15 RT PER C.O.R. STD DTL 201,IN CTR COSH ° - \k \ TYPE 2-48, V SEE SHEET C4.33 (TYP) -i-- --------- ----- ----- �� � � RIM 425.16 f00 _ �22 - �- ���.�; 18�� lE /N 416.95 (SE) 1i�' CB 79 �� IR /EOUT41605(W) STA. 71*77. 00, 0. 00' TYPE 2-48, o / 85LF 12" PVC 7.EE �I \ RIM 4211 � © 0.0349 � \ 12"1E/N 417.97(N) 12" lE /N 417.97 (5) � ` .� 70 6" IE /N 418. 47 (NW) 12" 1E OUT 417. 97 (E) SEE SHEET � C4.07 CB 31 69 - STA. 17405.22, 5. 00' L T TYPE 2-48' RIM 422.18 68 12" 1E IN 415. 00 (W) 12" lE /N 415.00 (SE) 12" If OUT 415.00 (NE) TRA CT M, (OPEN SPACE) CA TCH BAS/N TYPE 1 PER C. O.R. STD DTL 200, SEE SHEET C4.33 (TYP) 430 420 410 18+50 18+00 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 W EX OFFSITE TREE 1 )400 �� o� /rC ��o \� TO REMAIN (TYP) V 4 TRACT H (CRITICAL AREA) � PROPOSED �- STREET LIGHT � (TYP) a +001 66LF 18" PVC 64 63 I �� ®o. 0052 ♦ � I NET C E E �, 0 �, 62 . 61 160 AT C CB 35 M C5N STA. 16*55. 74, 43. 94' L T 5 E G TYPE 1, RIM 422.70 6" IE /N 419.70 (5) 12" 1E OUT 419.20 (NW) SEE SHEETS C7. 02-C7. 04 FOR STORM CLEANOUT UTILITY CROSSING NFORMAT/ON PER C.O.R. STD DTL 226, SEE SHEET C4.33 (TYP) 17+50 17+00 16+50 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS :11 •► 16+00 15+50 M J S 7/26/23 HHH SURVEYED: BY OTHERS K E L 9/ 12/23 HHH DESIGNED: ROLL/ HEAVR/N KEL 10/11/22 HHH DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N BY DATE APPR APPROVED: ROLL/ HEA VR/N 1 440 I I 0 v I L s 430 � W �w V4 420 V 410 Ir �C43Crj N I � � PROPOSED ELEV. ® ROAD � (TYP) SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM STA. 15f 13.09, 16.15' RT TYPE 2-481; RIM 426.10 18" IE /N 417.24 (5) 18" IE OUT 417.24 (NW) `(EY MAP SCALE: 1" = 30' 0 15 30 60 STORM LEGEND STORM P/PE STORM SERVICE - - - - STORM EASEMENT EX/STING STORM PIPE STORM P/PE FLOW ARROW STORM STRUCTURE - TYPE 1 CB STORM STRUCTURE - TYPE 2 CB STANDARD NOTES 1. ALL STORM FRAMES SHALL BE VANED GRA TES PER C. O.R STD DTL 204.2 UNLESS OTHERWISE NOTED. SEE DETAIL SHEET C4.33. 2. STORM FRAMES W/TH/N SAG CURIES AT LOW POINTS SHALL BE 81-DIREC77ONAZ VANED GRA TES PER C. O. R. STD DTL 204.3. SEE DETAIL SHEET CA33. 3. PIPE MA TER/AL SHALL CONFORM TO THE 2022 RSWDM CHAPTER 4, SECTION 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 MA Y BE CLASS 52 DUCT/LE IRON /F DES/RED. O 0 N N 1 0/11/23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425522 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING ° jfarah 12/06/2023 yqi 12/06/2023 N ODATE: CITY 0 F TOWNS ON 12TH 101111202J 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: RENTON PAGE: ROAD & STORM DRAINAGE PLAN & PROFILE DRAWING N0: O Planning/Building/Public Works Dept. G'4, 02 � ROAD A (15+00 -END) I SHEET: OF: 22 93