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HomeMy WebLinkAboutR-425528PROPERTY LINE (TYP) 10' UT/L/TY EASEMENT (TYP) 79f71.91- BEGIN ROAD IMPROI/EMENTS 8"WATE (G1� _ (OPENEE , i PROPOSED / // / / ssa L 9 JIM, ,I �I a I� CM CM � ^• ssco =436.07' E 8" CNC NW-435.22' 80f00.00, NE 12TH ST = _ z 50f 00. 00, ROW 4 RIM=437.0 ' < IE 12" CNC E=433. ' 00 EX GROUND - O IE 8" CNC SE=433. ' CONTOUR (TYP) v IE 8" CNC SW=433.f ' IE 12" CNC W=433. ' 430 420 N 79+50 80+00 STA. 81 f 47.00, 22.25' L T TYPE 1, 428.67 12" If OUT 46-(NE) 425.07 SD M 81 f89.10, NE 12TH ST = 10f 00. 00, ROAD A RIM=426.63' IE 8" CNC NE=425.78' STA. 21f84.69, 0.00' TYPE 1, SOLID LOCKING LID 16LF- 423.58 1_F 8" DI 8" If /N 4z'B S& (5)420.88 0 6 66590OJ20 8" If OUT 4z�B.-86 (W)420.88 19k 8" Dl-\ 103LF@ R 0; A? 0.0108 TRACT O (OPEN SPACE) 4 � I� 3 � �I I I 2 1 s, s • ^ 112 0.50 t7 • .--a • .; . ', ., � mil' ,. a � . .: . .• . . IMPACTED SIDEWALK 85 2. 5 -- • p _ TO BE REPLACED - - - - \�28� i FROM JOINT TO 10INT IE 12 CN = I - E 12" CNC W=424.44' 19LF4*F 8" DI _ G 0 -t9 00-49 0. 0051 SD SD�SD -G -SD- I IM-426\41' / m E 8" CNC NW-*25. 6 IM-427.83' �1'S E 12" CNC E=424.93' E 8" CNC SE-425.03' E 8" CNC SW-425.03' E 12" CNC W=425.03' SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMAT/ON. SEE 5D-2 PROFILE THIS SHEET II PROPOSED FINISH GRADE CONTOUR (TYP) PROPERTY LINE (TYP) 15' STORM EASEMENT -10' UTILITY EASEMENT (TYP) 2.44 OHr I 2.95 0HP �426- w I - 83f88.12 END ROAD IMPROVEMENTS SAWCUT (TYP) CURB EAST OF CB 30C TO BpE SLOPED ABACK TO CB CO JOCK STA. 83f75.93, 22.25' L T TYPE 1 RN 4zq56�1 425.44 8" If OUT 41* 99 (N) 424.19 N 80+50 81+00 81+50 82+00 82+50 83+00 83+50 84+00 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 STA. 83f73.11, 40.71' L T TYPE 1, SOLID LOCKING LID 426.19 8" If /N s (S) 424.09 8" IF OUT O_A� 92 (N) 421.99 --- STORM CROSSING WITH EX/STING CONDUIT CLEARANCE. EX/STING UTILITIES TO BE PROTECTED DURING STORM INSTALLA TION. ETHAFOAM TO BE PROWDED FOR CLEARANCE LESS THAN 1' (TYP) 430 19LF AAF 8" l © 0.0051 EXISTING CO DUIT ( 440 _ 430 420 84+50 4 FIELD CHANGE #1 DNV 5/1/24 LBS SURVEYED: BY OTHERS SCALE: 77�� AS NOTED 5 STAIR REVISION KEL 7/17/25 HHH DESIGNED: ROLL/ HEAVR/N 6 STAIR REVISION - REVISED PER CITY COMMENTS KEL 8/19/25 HHH 7 STORM REVISION KEL 8/20/25 HHH DRAWN' MARY MOORE ONE INCH 8 STORM REVISION M J S 8/25/25 HHH CHECKED: ROLL/ HEAI/R/N AT FULL SCALE C NOT ONE INCH IF SCALE ACCORDINGLY 6 STAIR REVISION - REVISED PER CITY COMMENTS KEL 9/16/25 HHH APPROVED: ROLL/ HEAVR/N NO. REVISION BY DATE APPR 420 410 N SCALE: 1" = 30' 0 15 30 60 103LFF 8" DI ® �2 0.0108 `(EYMAP STORM LEGEND I0 STORM P/PE STORM SERVICE STORM EASEMENT EXISTING 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. OR STD DTL 204.2 UNLESS OTHERWISE NOTED. SEE DETAIL SHEET C4.33. 2. STORM FRAMES WITHIN SAG CURIES AT LOW POINTS SHALL BE 91-DIREC77ONAL VANED GRATES PER C. O.R. STD DTL 204.3. SEE DETAIL SHEET C4.33. J PIPE MA TER/AL SHALL CONFORM TO THE 2022 EX/STING GROUND RSWDM CHAPTER 4, SECTION 4.2.1. AND TABLE © PIPE � (TYP) 4.1.1.A2 4. SEE SHEET C4.10 AND C4.11 FOR STORM SERVICE 430 PLAN. PROPOSED GROUND 5. PIPE MA TER/AL SHOWN AS C-900 PVC MAY BE 0 PIPE (TYP) CLASS 52 DUCTILE IRON /F DES/RED. 6L�8„DI 0 -09669- 0.0320 O �hNN Qom Q) WW it it L'i L14� SD 2 _ HORIZ. SCALE- I" J ' INERT. SCALE- 1 "5 0 N � N 420 �410 L I W EX/STING ELEV. � ®P/PE (TYP) PROPOSED ELEV. 0 P/PE � (TYP) III 9/16/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425528 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 0 0 N N N O L: NAw lase . TOWNS ON 12TH 812012025 DATE:vERncA HORIZONTAL- NAD 19988 1 CITY OF 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: RENTON PAGE: DATUM DRAWING NO: Planning/Building/Public Works Dept. ROAD & STORM DRAINAGE PLAN & PROF/LE C4.08 NE 12TH ST SHEEN: 28 OF, 93