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HomeMy WebLinkAboutR-397110A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON n MATCHLINE - SEE SHEET GR-02 ----------------------------------------------- ------ --- -- ; ■ 1 I ` 5' MAX. CONCRETE WALL TO ■ BE DESIGNED BY OTHERS. \ _ ■ - - - ` SEE SHEET GR-02 FOR INFO \ \ ' ALLEY D a ------------------------------------------------- /0-36 TOP=265.52 \ \ SIDE SLOPES (TYP.) I - --- ---------------------- / 0E=264.99 \ GFF=266.1 1 GFF=266.- , ` ` / \ AREA DRAIN 6 ` \N GFF= _ \\ \ \ 266.06 ----- IR.E.=265.50 �� I A 59.50 1 GFF= GFF= GFF= GFF= I.E.= 6.00 \ O ' 2 3 267.00 268.08 268.20 269.01 270.05 GFF= ;� T 265.1 1 \ \ A �)� I A 24 25 26 27 � / 270.10 I � ro 5.01 L 28 �� ° \\ TOP=266.7 t .. J FFE=259.28 FFE= -RIM= \ FFE=259.00 30 TOE-265.5 � -AAA N 257.81 / \ 31 32 33 RIM=266.0 9,7 264.99 ONSITE PERMEABLE PEDESTRIAN PAVEMENT FFE= FFE= FFE= FFE= FFE= I.E.=262.0 - < \ 259.55 259.28 259.96 261.29 FFE= TOP=262\\ N SEE DETAIL ON SHEET DT 03 (TYP.) 261.35 o AREA DRAIN ` \\ \ - '=255.31 - \ 261.65 0E=262.50 ` SCALE: 1 - 20' 2 9.59 TO - \♦ n P�Fi2. Ld 34 TOE 2, 72 ; TOE=260. \ \ \ \ -- - -- --- ---- \ \ \ 20 10 0 20 40 ------- 255.67 -- - - - ------ - - --- - \ \ ° r-,ram C- -- - = AREA N ,\ \ 255.12 254.00 �� 52 \\ \ \ CONTOUR INTERVAL = 2' 25 257.26 I.E.=257.0 \\ 18" SEAT 255.64 255.64 254.52 - ----- ---J---r-r----- 255.58 --- ---- - ---=-- ---- -- ---- --- ----- 257.74 255.38 --------- Z WALL. SEE \ LANDSCAPE i a------ a----� ------ 254.00 2 .00 � � 256.3 256 1 r- \ �\ - ---- -- - oo \ - O PLANS FOR � DETAILS \ TOP=256.7 I TOE=255.2 V ' Z I� - , , , L! Q, LL ] ' , , , , , , , , , , , , , , , , , , , , , , , , , AREA DRAIN RIM=238.63 I.E.=233.94 , , , , START 8" 0 SD OFFSITE INTERCEPTOR DRAIN AND ONSITE INTERCEPTOR DITCH. SEE SECTION A -A THIS SHEET � ALLEY C - - - I` f 1 DEEP ONSITE---"---"----- INTERCEPTOR DITCH W/3:1 --- --- , - � 255.98 i i � ♦ 255.08 I 255.33 255.42 - BUS SHELTER TO BE INSTALLED BY '�----- _----_______�_ ___________________ 256. 256.54 257.02 TR,�CT \ V �� OTHERS WITH B21 SHELTER METRO r -- ♦♦ TRANSIT SPECIFICATIONS. FFE=254.31 ;IPUBLIC SIDEWALK PER -} / -- FFE=254.01 FFE= ; ; COR STD PLAN 102 - -- �� 27 AREA DRAl1�l �` ) , I \ - - -_ / RIM=255.35 -\ 8"0 SD PIPE 254.02 , �I I.E.=251.85 `\♦♦ 35 36 S=2.00% MIN. (TYP.) FFE=254.37 T0P 53.83 / 37 40 �� FFE=254.77 FFE= 3 3 8 3 g 41 256.15 255.47 TOE-2 25 \ GFF=247.83 TOP=253 88 \ SLOPE 1 .5% MAX TO CURB. - GRADE TO DRAIN GFF=247.29 GFF= ;I 42 43 44 45 TOE=253 20 �� 9\\ \ \ ADJUST SIDEWALK GRADE AS 245.92 I� , 46 47 48 TOE=25 \ \ \ �♦ REQUIRED TO ACCOMMODATE (TYP.) TO AREA DRAIN ■ ■ .I GFF=247.21 ------ -L-- -- DRIVEWAY ENTRANCE -----------------T--- J--------- ---- P_ _i GFF=247.6290, ---253.47 COR STD PLAN 104.3 (TYP.) 1 ------------p AREA DRAIN - ------------- \ \ \ }• CONNECT TO -- ' ' --- RIM=2 .35 0 0 0 0 Q J - - - = I.E.=251 35 ; \ ♦♦ ROOF DRAIN A L L E Y A / ----- � -- -- --- , AREA DRAIN \ o RIM=246.41 �--------'----------- ' RIM=248.58 `� \ I.E.=243.86 \ �O ■ I.E.=245.79 ` \\ ■ 1" -- _L ---------- _ GFF=246.04 -- \\ 8" 0 SD OFFSITE GFF=246.00 I =- U `\ \� 0 INTERCEPTOR DRAIN I u ' TRACT J r.. GFF=246.00 4g 50 I GFF=246.01 51 GFF=246.00 52 I �\ • V� FFE=238.00 5 3 54 FFE=238.00 0 55 56 57 \� \♦ .. AREA DRAIN AREA DRAIN I 58 5g 60 �`✓� ' RIM=237.77 RIM_ 237.40 AREA DRAIN \ U \ I ` \ �\ \ �f I.E.=235.77 IRIM R MFFE=239.32 =236.70 FFE=237.67 \ \✓ u� _, \ \ 1 I AREA DRAIN FFE=237.86 I I z I.E.=234.73 AREA DRAIN � SEE SHEET FR-01 RIM=238.07 FOR CONNECTION I.E.=235.30 I DETAILS - - I CB #24, TYPE 2-48" 0 W/SOLID LOCKING LID N=179952.17 E=1295008.29 TG=240.22 - IE=232.79, 8"0 IE=237.30, 8"0 IE=236.97, 12" 0 29 LF, 12" 0 SD- © S=0.50% -E - \ /� 1® ABBREVIATIONS: FFE = FINISHED FLOOR ELEVATION AT FRONT ENTRY GFF = GARAGE FINISHED FLOOR AT FRONT OF GARAGE Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) \ \ � O , ------------ L) -� • - _ -- _ - \ ----------- --------D---------- - - - --- -'�� NOTES: 1. FOLLOW THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT BY ASSOCIATED EARTH SCIENCES LLC, (DATED JANUARY 18, 2017) FOR SITE PREPARATION. 2. SEE SHEET GR-05 FOR SEAT WALL AND STAIR DETAILS. 3. SEPARATE BUILDING PERMITS MAY BE REQUIRED FOR REVIEW AND APPROVAL OF THE STAIRS. REFERENCE 1 BC FOR REQUIREMENTS. DOES NOT NCEUDE ASBU ET \FORMAT ON S 132ND ST (MINOR ARTERIAL) R EXISTING 2 VARIES GROUND i 34 8" 0 SD OFFSITE 2.5' INTERCEPTOR DRAIN �O SECTION A -A 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL NO. I REVISION SCALE: 1 "=4' PROPOSED BUILDING ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 PDG DRAWN: DCL CHECKED: BY I DATE I APPR I APPROVED SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0 VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 CITY OF R RENTON DATUM vto• Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES GRADING PLAN UTILITY PERMIT # 01/23/18 FIELDBOOK: PAGE: DRAWING NO: GR-03 SHEET: OF: 10 55 R-397110