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HomeMy WebLinkAboutR-436018CO � O � � N N O � � 0 W 0 z 0 75 Q Q) 0 V V) 12 n CV 0 E i 00 N N N / 00 N N N / O CD CD N N li! / H Q) a iT SEE CONTINUATION ON SHEET 16 .._ . r 1_ 1*N_I I_m 89-20,�§ l 67.66' lm i*.r.■ ... . I I r I -- -- 456 ---------------- 2 W a: W\� N uj ..a. cn 1 sus 455.80 9., 5�0 456.30 Cl Q i Q g 3 LF 6" PVC 50 LF 6" PVC PUBLIC STORM _' = 0 10� ®1.03% 01.03% EASEMENT -°----- a a I Q� z ..... °° UE CO RIM=455.91 .401IE=452.77 � (6") 455.89 2456 13 CB#26 O ° 169 LF 18" SDPUB° SOi16'12"`W 100 1 48f CB#25ILO TRACT D I ILO I v as �� TREE RETENTION INTERSECTION 1 W 25 SD LF 18" PUBLIC°_ ( ) 0455.96 --- ---- O1 456.441 STA=11+41.93 ROAD A STA=30+00.00 ALLEY Z 111 i V7 00 a. I I 1 113 LF 18" IN SD (PUBLIC)° I � 1 470 465 460 455 450 445 440 435 ROAD AND DRAINAGE PLAN AND PROFILE - ALLEY Z FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 3 -------- 4 - 456.40 456.00 i � 455.10 CO „ -3 LF 6 PVC 1 3 LF 6 PVC RIM=455.00 ® 35.00% ®1.83% :. IE=452.03 (6") 50 LF 6" PVC -3- LF* 6" PVC I 50 LF 6" PVC CO ® 1.03% 0 55.33% CO ! C� 1.83% RIM=456.35 IE_452.25 (6").f456.4001 » I 1 6 LF 8 PVC __ RIM=455.91- -I 1 455.10 =� 25.85%-IE=452.94 (6"))z: n455.96 ° 150 LF 12" SD (PUBLIC) ° CB#27 �4S c� �, N ALLEY Z _"-SEW ER - o� Lai -, \456.240 0455.40 I v:10 90 SEE CONTINUATION I 456.90 BEARING PAD ON SHEET 16 ELEVATION (TYP) Z� 0 10' 20' 40' I SITE MAP KEY PLAN I SCALE: 1 "=20' DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. r z 2. CLEANOUTS SHALL HAVE A MAXIMUM 100' m SPACING. 454.20 3 LF 6 PVC ®2.53% g TRACT B 3. PERFORATED STUB -OUT CONNECTION SHALL BE INSTALLED ON EACH LOT AT THE TIME OF HOUSE 49 LF 6" PVC 5 TREE RETENTION CONSTRUCTION PER DETAIL ON SHEET 30. /_3 LF 6" PVC 0 1.83% CB \\ NOTE: @ 2.33% RIM=454.09 EXACT LOCATION AND NUMBER OF SIGNS TO 1 1�4 IE=451.12 (6")I In lr4___� l KYI � r11 "I L-LV LLr BE CONFIRMED WITH CITY INSPECTOR PRIOR .54.09 » IE=451.12 (6 ) J+OU1E.HVI�VIL7 - TO INSTALLATION OF ALL SIGNS (TYP). ni IV / i .. ..vV- IIJvV IE=450.96 (8") CA C13#28 r 6 LF 8" PVC o ® 2.53% 1 O r I o A TT ER S\1I I n l l \ 0454.20 !"IE In Ir TI R I_ A II Ii- TIL_ r \LI EN',NE I ri I \+LL_nll VL A -,A I -� 1 ;!l �n 4 n Al TREE TO BE RETAINED (TYP) r r � of --EX -- 7 4' GRAVEL PATH i� I:� 04 � 04 454.30 r - - 4' PERMEABLE PAVEMENT o u7 -0) -0') U) `n `n Q Lq o - Q w O N F14 PI) � M W LLI O (n (n LI.I U U M J M 0 - _9 CENTERLINEL m " WATER \ 1 yp ., -53.46» -4.79 CB#2 _ „ki TYPE _ m--4.57 -4 » FXISTING GRAD DO O DO (0 O cDL0 M � N � L0 O N oM 0M M Ln 0) O- I- N O Lnr- M O -41 N N N N N N 0000 N I� 00 O N N O O (0 N r- 00 � Ln Ln Ln L6 N L6 r7 (0 I'n (6 N (0 (D r (6 �n (6 Ln L6 �n ui cD LC) 6 ui 6 4 (_0 4 L6 M Ln 4 h7 Ln � Ln Ln LO Ln Lf, In v) Ln u) Ln n � �n rn Ln Ln w) Ln a-)n LF)L Ln rn Ln rn Lrn Ln LO U) LO m Ln � 29+50 30+00 31+00 32+00 BENCHMARK DATUM TOP OF 3/8" BRASS PLUG SET IN CONCRETE FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4 MONUMENT AT INTERSECTION OF PUGET DRIVE CONC. MONUMENT IN MONUMENT CASE AT INTX 116TH HORIZONTAL DATUM: VERTICAL DATUM: SE AND SE 19TH ST (NAD 83/11) AVE SE & 157TH ST (JUNE 2022) (NAD 83/11) NAD '83/' 11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 1 I CITY REVIEW COMMENTS DATED 2 CITY REVIEW COMMENTS DATED 081 REVISION NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES PER COR STD PLAN 204.20 UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. 3. TYPE 1 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 200.00 AND TYPE 2 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 201.00. 4. ALL STORM INFRASTRUCTURE IS PRIVATE UNLESS OTHERWISE NOTED. 5. ROOFTOP RUNOFF FOR LOTS 7-11 ARE COLLECTED AT THE REAR OF LOT. 470 HORIZONTAL 0 10' 20' 40' SCALE: 1 "=20' 465 VERTICAL 0 2.5' 5' 10, SCALE: 1 "=5' 460 455 450 445 440 KEYNOTE: OSPOT ELEVATION AT EDGE OF ALLEY/BACK OF CURB, AT CENTER OF LOT. 0 6"/8" PVC SD FOR WALL, ROOF, AND FOOTING DRAINS ®1.00% MIN (TYP) UTILITY CROSSINGS IE8"W=451.00 1 T/P 18" SD = 448.82 KEYNOTES © "NO PARKING - ANYTIME" SIGN TO BE INSTALLED BY APPLICANT. EXACT NUMBER AND LOCATION TO BE DETERMINED BY CITY STORM STUB TABLE LOT # INVERT ELEVATION 1 IE = 452.80 (6") 2 IE = 453.30 (6") 3 IE = 453.40 (6") 4 IE = 453.00 (6") 5 IE = 452.10 (6") 6 IE = 451.20 (6") 0 N S k Q- OF W A Syi o Z 100 4�0 �Ql- s/ONA L ENG 1/6/26 • J O J v � C _ 7.3 7 t � C � m i W �N � M � C Q 00 fV is cQ� m 0 W U �, Y N r 435 R-436018 W-436004 S-436004 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING % Surface Water Enginering 33+00 33+80 HBray 02/05/2026 ' jfarah 02/05/2026 ' c* _L __a W cy CALL BEFORE YOU DIG: WASTEWATER UTILITY � �' EJValdez ER UTILITY 0 N 1-800-424-5555 jstowell 02/05/2026%j I 02/09/2026 '� O RK 9/26/2 TJS SURVEYED: SCALE: » ATE. > Z ANG 1 /5/25 TJs H 1 =20 HORIZONTAL- NAD 1983/2011 _ CITY OF ROAD AND DRAINAGE PLAN 1 /6/2026 Z O DESIGNED: V 1 "=5' `+ FIELDBOOK: RK RENTON AND PROFILE - ALLEY Z PAGE O DRAWN: RK ONE INCH DATUM HARMONY RIDGE DRAWING NO: W CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. BJT IF NOT ONE INCH ICH IJO USA, CO., LTD Q V BY DATE APPR APPROVED:TJS SCALE ACCORDINGLY 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET.18 °F' 66 = pp N O LO N , u N Q J 0 0 0 0 N Ir ra