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HomeMy WebLinkAboutR-425531Z ti O Z O V1 v SEE SHEET C4. 10 Sp,ppS� ', E53 54V 13LF 6" Pv 6" CLEANOUT ' I 6CLEANOUTAPN33NFLE �6" CLEANOUT 0 0.0100 R/M 427.27 RIM 429.09 � \ \3s4, JE15BLOG RIM 424. JO 55 56 NI 6 /E 419. 02 \SETBACK TYP -/ / 57 58 59 6 /E 419.86 y - I :.41\°pI=�71 fl��; i \ 42 �- roPb,oPE (rJ I I (CRITICAL AREA) / s 41` � - \ _ _p,PN bPR�PERTIEs - ¢34 47 46 •a 43 6" CLEANOUT TRACT G , \� AY /434 -�' a - _ R/M 429.56 [)ALP (OPEN SPACE) ._�6"1E419.31`_ .<.• I �� 6 CLEANOUT 6" CLEANOUT :.: • � EXISTING TREE TO BE SAVED (T>P) RlM 430.03 R/M 430.93 \ 44 �21LF s Dl 52 51 6„ If 426.61 48 6" lE 425.89 9001 � • � � _ � \ % 38 72LI 50 49 6" lE 425.89 \ Z \ " . I. 6" CLEANOUT F 6 Pj 26LF 6 P V V o 0,00100 0 0 0100 CB 22 I 45 \ / RIM 428.56 � - _ I _ 6 /E 422.13 I TRACT M y z I 8LF B" PVC I I (OPEN SPACE) 3+ _ - f NI+INF CB 8 ®0.0100 I �I / \ N 1 CB 20 CB 21 _9046 PN 04230 WONO a - �.. - - :• A KANSpO l s,� CLEANOUT _ -15LF 6 PvV, \ I » -- - - - _ - l RIM 433.04 - 0 0..0113 / 6 CLEANOUT , CB 19 < 13LF 6" PV I \ EX/STING GROUND 6 IE 428.48 � I I o \ �, 28 29 30 \ \ R/M 430.45 \ / \ 24 25 26 27 I I " 90.0100 / \ corvroUR (r>P) 1\ a I 6 CLEANOUT I< 6 /E 423.00 35 „ I f \\ �-OLF 6 Pv / RIM 43103 _ I 31 32 33 34 = _ I I I 6" lE 427.85 "� 6 CLEANOUT 1 906 1 0 0.0100 I ' ; • I 6/ME 422.29 37 / \Ap 04R�PERTIES LLG - -� 06 /E 427.85 � �I I s NI N P _ 1UI / �p AY - 0-0- ❑ \ CB 25 :� 1 � 27LF 6" PVC �- OA p. JI I/ I CB 24 / I CB >0 _ l T N \ 0 0.0370 / p J�STM 3�0282, \ 'e o " CL 6EANOUT / a a 1 TpN LOTS LI ELLA, 00 09 \ _ _ RIM 43126 I Q/ , I CITY o NOE BOA � 420050822 L.L.A- REC. N . �6" CLEANOUT 6" If 427.12-6" CLEANOUT --- - - - RIM 435.84 ,. IV 17LF 6 D f RIM 429.98 s lE 431.68 , I 12 11 10 I (� 23 _ 20 0 0.0406 I 6" If 422. 00 I I� . 6" lE 422.00 I 6" CLEANOUT 22 f 21 19 18 I 114, 13 R/M 424. 32 ,- 70LF 6" Pv J 16 15 6" IE 421.06 0 0. 6 1 >5LF 6" PVC I / \ I� EX/STING OFFSITE TREE , . 13LF 6" PV BSB TO REMAIN (T>P) I In FP , ; .tea.. I I 0 0. 473 _ _ 0 0.0100 (TIP) 9174 _ >9f O L CB 28 .a • .�: I .. - CB 30 PN p42G MY VO I iI " / :I z 21 00 I STORM SYSTEM CLEANOUT A PNUON I , .. NIN w PER C.O.R. STD PLAN 226.0 SEE SHEET C4.33 (T>P) - _ --_ ` I CB 11 6" CLEANOUT CB 27 / I \ / I 3p5-92 ES LLC 62 RIM 436.36 17LF 6" PV ,'•` _ I 16LF 6 Pv PN 042SSpCIAT p423p592 1 • 73LF 6 Pv :�• 0 OM69 I I I LP & A APN JAp 6 /E 43166 0.0600 0 0.05 0 ) I _ I pA AY S a DAMEfl o \ J R/MC424.50UT TRA CT /V 9 8 7 6 I I TRA CT O 4 \. 3 6" lE 42120 I I PROPOSED FINISH (OPEN SPACE) I 6" CLEANOUT 5 I (OPEN SPACE) 3LF 6 DI 2 1 I GRADE CONTOUR RIM 43>.17 I (� . 0 0 0057 I (TYP) 6" IE 427.28 CB 14 • CB 13 i 6" CLEANOUT 6" IF 427.28 ., R/M 427.28 I " 2 78f00 79f00 \ 3: o� _w w w� o /D � r� rNN J. 7 00 NE.12THST 91f00 Y �, J o j2f00 I _ _ I �3NI IN[ w v / w w w NI IN - 83f00 Z w _Tw---1z0R -426, _ w 1 84�00w 85f00 SD/ SD D SD / _ 3 SD SD SD � SDI UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 `(EYMAP V SCALE: 1" = 30' 0 15 30 60 STORM LEGEND STORM PIPE STORM SERI/ICE EX/STING STORM PIPE ­1111 STORM PIPE FLOW ARROW ❑❑ STORM STRUCTURE - TYPE 1 CB STORM STRUCTURE - TYPE 2 CB NOTE ALL CLEANOUTS LOCATED W 171IN A DRIVABLE SURFACE SHALL BE REWIRED TO HA Vf- TRAFFIC BEARING L/DS SD SD�SE) V 10/11/23 CIVIL ENGINEERING 1 REVISED PER CITY COMMENTS MJS 7/26/231 HHH SURVEYED: SCALE: VERTICAL NAVD 1988 SY OTHERS HORIZONTAL: NAD 1983/1991 AS NOTED 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: CITY OF 3 REVISED PER CITY COMMENTS KEL 10/11/22 HHH DRAWN: HOLL/ HEAVR/N RENTON MARY MOORE ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. HOLL/ HEA VR/N IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY HOLL/ HEA VR/N 0 0 0 N v 0 0 O N N LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425531 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY f DEVELOPMENT ENGINEERING jfarah 12/06/2023 yqi 12/06/2023 N DATE: O TOWNS ON 12TH 101111202J 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE: DRAWING NO: STORM SERVICES PLAN C4.11 SHEET: OF: 31 93