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HomeMy WebLinkAboutR-400604W z rr O U z a W m \■ m 0 0 0 N 0 O m Q 0 z 0 w m U_ 0 m C, Q z 0 N O 0 0 N Ld z J L, NE 1/4 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. BE7MNYCORNER 10' TREE RETENTION p ^ ^ p EASEMENT (TYP.) Tl?,,1 li T p ^ 60.31 ' 50. 00' N88'05'55"W 270.31' 270.00'(P) SENSITIVE AREA - - 50. 00 , 50. 00' 409 S.F.----------------------- - - - - - - - ----60.00-- APPROXIMATE END r------7 �------ OF DRAINAGE CHANNEL 1 - - - - - - 15' BUFFER I I i i I I (TYP) 0 ETBACK i I� -640' FROM SETBACK (TYP.), I I I I I APPROXIMATE 8' PROPERTY 150' MINIMUM I I---5' SETBACK (TYI.) I I I 15' SETBACK WIDE TYPE NS LINE QS LOT WIDTH STREAM I I I I I I I I I 50' STREAM 5 I °'I 4 I �I I �I I I I I BUFFER 6,734 S.F. I °pI 5,948 S.F. i ZI 5,948 S.F. I 061 5,948 S.F. I �I , L=60.06' I I �I 7,119 S.F. / R=50.00' I I I I I I I I I I 20' SETBACK L--- (TYP.) I I J L------J LO' JOINT UTILITY OF HAMMER -HEAD EASEMENT L - - - - - - J L - - - - - J STA 22+45.37 (TYP.) J� a •- L_2 oa c 59.79' 0 S0.R�1h. uj 5 .00' 50.0 ' N 45 44' 23 00 F2] 22+00 53' ROW _ 290.37' 21+5'E 165TH ST CR_5 N88° 05. 4 "W - - - - CR- 4 CR-1 N ©o ^ 5 R=25.00' (TYP) W O^ O 50.00' M R=24.00' 36.07' 0 50. DO' 5 54' 40.8 Z L=11.99'- - -� R=24.00' -I SETBACK I II I II ,-_- --_-- - I 10JOINT UTILITY r - - ---------------- --_- -- I 11.00' 1100' EASEMENT -L=23.50------------ (TYP.) L11.0 I I I I I u-------------- I I 16'xl6' PRIVATE J010T N III I IItI o^ III I III II Nc�V III I I III I II NII I I II II N III------,------_-.__� ---_--------------- ACCESS EASEMENT I__i'-_- 6 ______ 6,447 S.F. v -----------��_5,889 S.F. 6,148 S.F. % _-DRAIN 6,148 S.F. F______-- ------------- ----------C III I,o ---------- IIo II II II II II I I II II----ri-------------- ------------------------- -- -------------- --------------u------------- I -iil II I I -------------- ------------ ------� L ---- - - - - - - - - I q------------ - I ------- ---------------- -- ----------------------------- - 54.27'--------J 50.00' 50.00' 5®1�'b5'31 "W 66.00' 270.27' 270.00(P) 10' TREE RETENTION 10' PRIVATE 10: 1 EASEMENT (TYP.) STORM DRAINAGE ROAD EASEMENT (TYP.) TA ER r� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) C�/GJ/GC/G/ IDIRS-1 , D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 71h AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 I o N O 0. 0' rn U I(C! 0 rn W �n rn r� Io z I o i IQ 74 I� CR- 3 , �� I �._/ O 0 o T 60'E. R W 30' STA. 2Q+00.00 (SE 165TH ST) _ STA. 1 +45.27 (111 TH AVE SE) 20' REAR YARD SETBACK (TYP.) � I I 15' BUFFER SETBACK (TYP.), I � I I I I I � I I � I I � I I / I I / 5' SIDE YARD / SETBACK (TYP.,)- II / 20' FRONT YARD SETBACK i I L - (TYP.)- - - i L - - - NOTE: 15' SENSITIVE AREA BUFFER SETBACK TYPICAL BSBL COLLECTION MAILBOX UNIT SEE OE IL SHEET C10 FOUND CONCRETE MONUMENT WITH PUNCHED 3" BRASS DISK STAMPED "KING COUNTY SURVEY", DOWN 1.1' IN MONUMENT CASE. o COR PT NO. 1640 20 21 +9230. 0' I 28 0 U rn QD 0 I N 30' 30' 0 N W FOUND CONCRETE MONUMENT o WITH 1 /8" BRASS PIN, DOWN 1.2' IN MONUMENT CASE. COR PT NO. 1863 Z 28 O 7 CITY COMMENTS JSM 4.12.19 SURVEYED: SCALE: SPF VERTICAL: NAVD 1988 83/1 8 REVISED FRONTAGE GRADING PER GAS MAIN JSM 12.14.20HAPPR DESIGNED: AS NOTED HORIZONTAL: NAD 19ss, 9 REVISED FRONTAGE PER CITY COMMENTS JSM 1.15.21JSM 10 REVISED VAULT CONTROL STRUCTURE JSM 5.9.21DRAWN: CWA ONE INCH DATUM11 RECORD DRAWINGS JSM 6.25.21CHECKED:JSM AT FULL SCALE IF NOT ONE INCH N 0. REVISION BY DATEAPPROVED: ' SCALE ACCORDINGLY IIIII IA! VER T/CAL DA TUM: NAVD 88 PER CITY OF RENTON VERTICAL CONTROL. BENCHMARK: N 1. CITY OF RENTON CONTROL POINT NO. 1863, FOUND CONCRETE MONUMENT (V WITH 118" COPPER PIN, DOWN 1.2' IN MONUMENT CASE. INTERSECTION OF 116TH AVE SE AND SE 168TH ST. ELEVATION = 459.078 FEET. O 2. CITY OF RENTON CONTROL POINT NO, 1640, FOUND CONCRETE MONUMENT C) WITH PUNCHED 3" BRASS DISK, STAMPED 'KING COUNTY SURVEY" ELEVATION = 466.086 FEET. r BASIS OF BEARINGS: N01'47'08'E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF THE NE QTR, SIR 29-23-05, COR PT NOS. 1863 AND 1640. DRI VEWA Y TABLE LOT NO. DRIVEWAY q STA. MAX. DRIVEWAY WIDTH 1 20+76.61, 13.00' RT 16' 2 21+04.61 13.00' RT 16' 3 21+76.61 13.00' RT 16' 4 22+04.61 13.00' RT 16' 5 22+54.61 13.00' RT 16' 6 22+45.37 16' 7 22+45.37 16' 8 21+59.37 13.00' LT 16' 9 21 +31.37 13.00' LT 16' TRACT A 9+ 12.93, 14.00' LT 12' 20+46.37, 10.18' LT 12' STATIONING AND OFFSET TO CENTER OF DRIVEWAY AT FACE OF CURB MONUMENT STATIONING SCHEDULE 20+00.00 (SE 165TH ST) = 10+45.27 (111TH AVE SE) 2❑ 22+45.37 (SE 165TH ST) MONUMENT CASE AND COVER DETAIL ON SHEET CIO. ADA RAMP TABLE RAMP NO. RAMP q� STA. 1 20+29, 57, 14. 91 ' R 2 20+29.32, 8.89' L 3 10+ 16.97, 15.89' L 4 10+ 73.84, 15.9 1' L 5 22+30.40, 23.89' L 6 22+60.34, 23.89' L (2)RAMP NO. STATIONING IS ALONG FLOWLINE OF CURB ADA RAMPS PER WSDOT STD. PLAN F-40.15-02 & F-45.10-01 SEE DETAIL, SHEET CIO R = 15.00' CR-1 A = 31 '47'18" L=8.32' R = 25.00' CR-2 A = 121 J2'47" L = 53.03' R = 25.00' CR-3 A = 90'14 3l " L = 39.38' R = 25.00' CR-4 d = 90'00'00" L = 39.27' R = 25.00' CR-5 d = 89 59'59" L = 39.27' MEASURED ALONG FLOWUNE OF CURB. SEE DETAIL, SHEET C10 AS -BUILT SHEET NORTH IC ER71FY/THAT LT THE INFORMA77ON/ SHOWN HEREON WHICH WAS GRAPHIC SCALE AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, 0 15 30 60 DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY 1 INCH - 30 FT. DIRECT SUPERVISION ON THIS DATE 051181202 1." =� RENTON Planning/Building/Public Works Dept. R-400604 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W z O DATE: BETHANY CORNER 11.29.16 >- FIELDBOOK: z PAGE: a HORIZONTAL & VERTICAL CONTROL PLAN DRAWING NO: T 16433 & 16451 111 TH AVENUE SE C4 RENTON, WASHINGTON 98056 SHEET: 4 OF: 1 9 r'W' W DRS PROJECT NO. 16062