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HomeMy WebLinkAboutR-436016� o o N ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A FOR � N N � HARMONY RIDGE F.- j 0 lot 20' 40' A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. 51 I- IT L Do N N N Iv a� / 00 rn N N N to O O O N LL L� STORM STUB TABLE LOT # INVERT ELEVATION 18 IE = 453.30 (6") 19 IE = 453.50 (6") 20 IE = 452.90 (6") SCALE: 1"=20' CITY OF RENTON, KING COUNTY, WASHINGTON 6 LF 6" PVC "-®--25.50% I ...._..... 19 :.CB 20 SEE CONTINUATION ON SHEET 21 WD 456.50 RIM=456:00 455.90 -. EX OFFSITE TRACT C RIM=456.10 23 LF 6" PVC IE=451.37 (6") I ,`46 LF 6" PVC 10' STORM ° 17171m 0TREE RETENTION IE=454.60 (6") ® 7.06% IE=451.37 (6„) ...z ... ®6.05% EASEMENT N INTERSECTION " TREES (TYP) i 49 LF 6 PVC IE=451.37 (6") i CID 41 LE 6" PVC TRACT D W LU :� STA=11+41.93 ROAD A - 0=90'0352� w SEE CURB RAMP ®2.29% IE=451":20 (8) RIM=455.98 I TREE RETENTION (n I . .I STA=30+00.00 ALLEY Z- R-25.00 a -,r r,Tr�r l DETAIL ON SHEET 15 CO �i 6 LF 6" PVC i IE= 53.20 (6") ®� .00% ;1 _--- - L=39.30' :....V. S3 RIM=456.00 � 1 -- _ IE=453.00 (6) @ 2 .33% Q a vll I VI hLlvI VIV �. 0 AP 202 05= � 9� . 1 �,_\ 456.06 1 � EIM453.33 (6")--------- - __--- a - a� .................... ./... m o : j 136 LF 12" \\� r 6, 4 I -------- -- -- S2 I -------------------- -- � " -: DI (PUBLIC) d ° d 4 CO ° ... 5 SIDEWALK----� / Sys R �' ° ° d ° 32 LF 6" PVC 2.00% PVC d d A. S8� 20' - 6ffW 67.66$ 22 LF 6 PVC 62 LF ° .:. ..-. RIM= 656.E 8 --.. � � . 18 p d ®2.29% » 5.73%. P d a d S2 SD (pV i<, ° IE=45 .8 (") 18 LF 8 PVC 8 LANDSCAPE 8 \--- 0 CB#22 I BLIC) 8 ° . " 1 a ,... ;..:.d:4,B ° - 113 LF 18" SD (PUBLIC) CB#25 102 LF 18 SD (PUBLIC) . ®3.39%. . - _ QeeeeHeeeeee #24: " 6 CB#23 /d ° :25 LF. 18 Q �CB#21 25 LF 18 8" SEWER o Ln O`� SD (PUBLIC) �;n O N o SD (PUBLIC) O 20 LF 8" PVC _ - - _ _ - 1 - - - - 1 STOP BAR PEI ® 3.05%------------- 2 COR STD 128 S3 =-° w W ROAD W 7 - - 4 RESIDENTIAL ACCESS Y d e ..� 3 :.: C13#26 8' LANDSCAPE ° I; 2S' •d ,d d - a - d-.. 6 LF 6' PVC CB ° SEE INTERSECTION 2 `� . K ° - ,,- ®3.85% BRIM=456.27 DETAIL ON SHEET 14 3 :--__._R1W__ SIDE P ` IE=453.07 (6") DRIVEWAY SEE----�'------------------------ i ` : �`�, PROCATION (ems �' d IE=451.47 (8") C.O.R. STD 104.3 STOP BAR PER .- ° MAILBOX _ COR STD 128 ON SHEET 32 I INTERSECTION SEE INTERSECTION 65 LF 24" 456.30 �`� -� p d STA=12+60.44 ROAD A 11 169 LF 18" SDI (PUBLIC) DETAIL ON SHEET 14 .. / SD (PUBLIC)FIRE HYDRANT d: ° m a a S STA=40+00.00 ROAD B 455.90 ALLEY Z TRACT A 17 (TYP) 0 p W4. 'I I :: 1 • I I DRAINAGE FACILITY ......................45.2 z W I 456.90 w �' 16' - I �i��•���•�•�•�•�•�� LOCK AND LOAD 455.30 Q U) a sMIN .:d. Q w a � " BEARING PAD ' SEE CONTINUATION RETAINING. WALL (TYP) QsO W 77°LF 18 SD (PUBLIC) ��•�• �•�•�� ELEVATION (TYP) ON SHEETS 22 & 23 "' �' 1'r'� I SEE CONTINUATION ON SHEET 18 SEE CONTINUATION ON SHEET 17 470 465 460 455 450 445 440 435 430 425 SEE CONTINUATION ON SHEET 20 momomm LU .a EX OVERHEAD POWER LINE (TYP) J EX I SITE MAP KEY PLAN I W \ w 1 , �. DRIVEWAY DRAINAGE NOTES: I / a � I. Na 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS Q NOTED OTHERWISE. ' IEX = o _ "� » FIS'rE R GI"vGER L_ F.. z SEWER Al"- ,' 68 r300-C300 2. CLEANOUTS SHALL HAVE A MAXIMUM 100 ' I N. SPACING. ' r INTERSECTION II r I "I" STA=10+00.00 ROAD A 3. PERFORATED STUB -OUT CONNECTION SHALL BE STA=40+00.00 116TH AVE SE INSTALLED ON EACH LOT AT THE TIME OF HOUSE a CONSTRUCTION PER DETAIL ON SHEET 30. EX SIDEWALK NOTE: : EXACT LOCATION AND NUMBER OF SIGNS TO 0 N BE CONFIRMED WITH CITY INSPECTOR PRIOR '---:--- I 1 x TO INSTALLATION OF ALL SIGNS (TYP). LID "A U N° W Cf d ° EX NOTES: . li DRIVEWAY ° / I TR�i v ni vv i Tii�i vL� 1. CATCH BASIN GRATES TO BE STANDARD LOCKING I � EX 6" AC rn d VANED GRATES PER COR STD PLAN 204.20 I , WATER _ I � _ A?�v 6� h ,nn_n 4n UNLESS OTHERWISE SPECIFIED. d /e` j I 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF i s W � a GRATE. NOT CENTER OF STRUCTURE. W I W P(OH) P(OH) i :; I W 3. TYPE 1 CATCH BASINS TO BE INSTALLED PER COR r� Ago EX POWER STD PLAN 200.00 AND TYPE 2 CATCH BASINS TO CB#35 .1 yl :.°- \POLE BE INSTALLED PER COR STD PLAN 201.00. is I� AayJ 4. ALL STORM INFRASTRUCTURE IS PRIVATE UNLESS ,���•��� �•�•�' ° "� •�•�•� �� OTHERWISE NOTED. SEE CONTINUATION ON SHEET 19 HORIZONTAL 0 10' 20' 40' L - 14+34.99 HIGH PT STA - r LO SSD PROVIDED: _+15.5 LO L M Mr., Ln N Ln N Ln N Ln N Ln r Lo Q N N _ O z r7W IW I cli W W W - U W O] Lo U U O C" LOW e- p J W 0 CENTERLINE LU :E: w W l - o-- i -LAItiIING GRADE - 8" WATER \ _ 1 3 0 IS" SU LF 2 4 » » » D ® 169 (PliBU» - I IN FROM 25. S » .. 14U LF 10 TYPE 2-4 _ f f n f = n - » » f _ - f RT - 09 �iTA- - » » - _ » Lit )AD A OUT TO CB#16. SEE SHEETS 22 & 23 17110 r1rTAII Q. „_ r „_ , �� LO d LnDO 0) �O 0) co0 M 00O n LO ^ 'tD0 I� ter` v- Ln� v- �N (0 O LO -O O 00 O 00 I\� (0 �� I� O 00 CI! LO LO 0) DO co LO LO 0 Ui O Lo LO N (p (p O O L6 O 1n O LO LO � O ��, O It 064 � DO 4 O � O wj CO Lo CO L6 CO �� Ln ��, Ln�, ��, ��, � LO Lo �L, "t� ��, � d)w, d)W, LO Lo � U') LO U) LO LnLo d)W, I •t--t V 14+00 13+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 \►i REVISION RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN:RK CHECKED: BJT BY DATE APPR APPROVED: TJS SCALE: H 1 "=20' V 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL: NAVD 1988 HORIZONTAL• NAD 1983/2011 DATU M CITY OF 14) RENTON Planning/Building/Public Works Dept. 470 SCALE: 1 "=20' VERTICAL 0 2.5' 5' 10' 465 SCALE: 1 "=5' KEYNOTE: O SPOT ELEVATION AT EDGE OF ALLEY/BACK 460 OF CURB, AT CENTER OF LOT. O6"/8" PVC SD FOR WALL, ROOF, AND FOOTING DRAINS ® 1.00% MIN (TYP) © "NO PARKING - ANYTIME" SIGN TO BE INSTALLED BY APPLICANT. EXACT NUMBER AND LOCATION TO BE DETERMINED BY CITY. 455 CURB RAMP NUMBER. SEE XX SHEET 14 FOR GRADING DETAILS. ROAD NAME SIGN AND STOP SIGN INSTALLED PER DETAIL ON SHEET 33 450 S1 "FUTURE ROADWAY EXTENSION" SIGN S2 OM4-3 RED DIAMOND OBJECT MARKER S3 END OF SIDEWALK SIGN PER DETAIL ON SHEET 33 445 ® TYPE III BARRICADE. SEE DETAIL ON SHEET 32 UTILITY CROSSINGS IE 8" W = 451.00 A IE 8" W = 450.52 440 T/P 18" SD = 448.82 T/P 18" SD = 445.33 IE 18" SD = 443.70 IE 24" SD = 442.11 T/P 8" SS = 440.36 ZL T/P 8" SS = 438.79 435 CALL BEFORE YOU DIG: 1-800-424-5555 430 R-436016 W-436002 S-436002 O N S %f �F W A Sy1 Niz, o z 0 410 01STER AL 1/6/26 J O J v � C 7 t C � � i LU �N � M i Q 00 C4 t C:Q� i a-1 f V cMv W O U a) Y N r N 0 N , u co Q J O O O O co N Ir WE IN COMPLIANCE WITH CITY OF RENTON STANDARDS 425 DEVELOPMENT ENGINEERING A10114116c Surface Water Enginering ,, ,� HBray 02/05/2026 jfarah 02/05/202600 _ Lu N 04 WASTEWATER UTILITY �' WATER UTILITY 0 cV jstowell 02/05/2026 Haldez 02/09/2026 O 30 Z DATE: ROAD AND DRAINAGE PLAN 1/6/2026 Z 00 O PAGE: AND PROFILE - ROAD A oK: O PAGE: HARMONY RIDGE DRAWING NO: ICHIJO USA, CO., LTD Q V 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEEN 16 OF:66 = pp