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HomeMy WebLinkAboutR-417923SEE SHEET C3.03 I �/ >18 � �zp \ � \ \ ) CONCRETE OR/l/EWAY PER 10 MAX HEIGHT FILL TOP.• 129.2 \ TOP. 1257 O - REDI-ROCK WALL. TOE. 121.5 7-7 - TOE.•;` 118.0 7'7 TOP- 126.5 - � I - \ f--� \ \ \ 1 �0 \ \ \ /' , � I C.O.R. STD PLAN 104 �i SEE 4.5; 8.1 9 \ \ \ _ a (TYP). SEE SHEET C3.41. 6 75 9 & OP. 129. � _ 6.7 TOP: 12F�3 o TOE. 118. 4 \ 1 TOE.• 122.2 \ \ \ \ o o Q 10.5 PLANTER TOE:_IL9.6- - _ \ \ .TOP.• 131.0 l PROPERTY \ I �40 W REDI-ROCK WALL - - - o� 126.0 TYPE 31 BEAM GUARDRAIL \ \ \ \ TOE. 128.4 2'6 �` \ \ LINE TYP , �_ CONTRACTOR SHALL FIELD F/T \ \ PROPOSED FINISH OR/I/EWAY DROP TO ALIGN WITH j40 DETAILS BY OTHERS, T4 TOE. 118.E - - PER WSDOT STD OTL C-20.>0-06, \ \ \ \ \ \ \ \ \ \ \ GRADE CONTOUR EXISTING OR/l/E TO PARCEL 3345700019 / SHEETS C3.32 AND C3.33. - - -110- _ - - SEE SHEET C3.42. \ \ 13Q 3.1 \ \ \ \ 1 \ \ \ \ Z \ �o - - \ -- TOE'W74 j \ t \ \ \ \ \ Q I (TYP) / y �� \ \\ \ \ \\\ \ \ \ \ \\ o \\ J \ \ 1 ?� / - 138 ?0 ' / \/ \\ \ \\ o \ \\ \ \ \ \\ \\ \\ IN, \\ \\ \\ \\ -/ EX GROUND `. TAT tt O \ CONTOUR (TYP) _ /IOTA// C' OV /1 TLJOC` 15' STRUCTURE SETBACK \ \ \ o �� \ \ \ \ \ \ \ \ \ \ \ \ \ \ 136E-,W4E{EF FROM SENSITIVE AREA. \ SEE WETLAND M/T/GAT/ON Q PLAN. _ _10p- \ \ \ - - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ TOTDf�r PER CONTRACTOR KEYSTONE WALL T/1r. , �« \ \ \ \ \ \ \ \ rp�- rr._r..T ELIMINATED EX/SANG GRADES AND SITE GRADING AT 2-1 1 f 05. 64, 13. 0 RT �\ �\\ \\� \ \ \\ \ \ \\ \ \ \ \\ \\ \ \ \ \ ELIMINATEDNEER WASALSOIN / 131.71 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ CONFLICT WITH LIGHT POLE BASE. - - J o I TOP- 107.0 \ \ \ TOES 102. 5 4.5 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ CONCRETE SIDEWALK l9. 13 130. 85 \ \ \ \\ \ \\ \ \ \\ \ \\ PERC.O.R. STD PLAN 201(TYP�- 3Q GRIND &OVERLAY SEE SHEET C3.41. :� I Of75.11 00, 13.0'RT CONCRETE VERTICAL CURB& / �° - 126.92 GUTTER PER C.O.R. STD PLAN o \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 101 (TYP). SEE SHEET C3.41. a M y \ \ \ ono l a O ' J PROPERTY \ o \ \ \ \ \ \ \ \ \ r ` \" "og�Z� \ \ \\ \ \ o \ \ LINE (TYP) �\ \\ \ \\ � zZ�oY\� \ , �\�� IN, \ \\ \ \\ \ ,� o\ \ \ \ \\ \\ \ Of50.54, I3.0 RT 122.55 V o \ \\ \\ \\ W f - \ \ \ \ \\ \\ \\\ \\� \\ \\ \o��\ \\ \\ \\ \ \\ \ \\ \\\�° W o EXF/RE HYDRANT TO BERELOCATED PERCCUDWATER PLANS IN, o �w\\ \\\\\\ \\ \\ \\ \\ \\ \\ \ \ \ TYPEAPARALLEL CURB RAMP PER WSDOTSTDPLANL- // I zo \ \ \_ \ \ \ \ \ \ \ \ \ 90 \ \ \ \ F-40.12-03 (TYP SEE SHEET / / / q / 109f87.96, z \ \ \ \ \ \ \ d / / 5.59' RT \ \ \� \\ \ \ \ \\ \ \\ \ \\ C4.35. do / /' / I END L ~ 1-82-_ \\\ \\\ \\ \\\ \\\ \\\ \\\ \ \\ \\ \\ \\ \\ \ \\ \\ \ /i' / / , \ \ I SAWCUT \ I TOP.•78.7 1.1 TOE. 77.6 \ \ � \ \ \ \ \ \ \ SEE ASPHAL T PA l/EMENT TOP..•78.0 02 ��� \\\ ~\\ \\ \\\ \�\ �\ �\ \\ \\ \\ \� SURFACING SECTION, SHEET ,,TOE- 778 C3.31 \ 97f23.62, 16.0'LT \ SAWCUTNEAT, CLEAN LINES' FROM EX/STING EDGE OF I / - 1 PAVEMENT. ° 107f64.64, 1207LT as \ BEGIN SA \0 � \\\ \\\ NEW CURB ANO-G TTER. i 100 WHITE STRIPING ' >O� OD FROM CONSTRUCTION CENTERLINE \ CPO Z11l100Z1V4i1j61V \ \ \ p5 00 \ II CENTERL/NE 101 00 / �, o Asyf• CIVIL ENGINEERING \ I / o: P o• z LANDSCAPE ARCHITECTURE PLANNING - • Z• \ � 6 / 99 DESIGN R� •� SURVEYING SOIL AMENDMENT ••n1NAL 12100 NE 195th St S 't 300 8 th II W h' t 9801 1 425 885 7877 h O `(EYMAP Z AVE NE N SOIL AMENDMENT SHALL BE INCORPORATED FOR ALL DISTURBED AREAS NOT COVERED W/TH HARD SURFACES, PER C.O.R. STD PLAN 264.00. SEE SHEET C3.43. ASBU/LT NOTE I THE ASBU/L T /NFORMA T/ON DEPICTED ON THESE PLANS /S BASED UPON F/ELD SURVf-Y INFORMATION PROVIDED BY CORE DES/GN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 29171, 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS F/ELD CONDITIONS ON THE DATE OF THEIR SURVf-Y. CORE DES/GN HAS REVIEWED THE /NFORMAT/ON PROVIDED FOR GENERAL CONFORMANCE W/TH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE /NFORMA T/ON /S /N ACCORDANCE WITH THE OBSERVED F/ELD CONDITIONS. LEGEND PROPERTY LINE 100 PROPOSED CONTOUR EX/STING CONTOUR OoOoOoO ROCKERY RETAINING WALL (6' MAX HEIGHT) REDI-ROCK RETAINING WALL (10' MAX HEIGHT) (D V\\ ° EX TREES TO BE SA VED 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: LENN R. SPRAGUE P. L. S. DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORS ONE INCH CHECKED: AT FULL SCALE ROLL/ HEA VR/N SCALE NOT ONE INCH ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: ROLL/ H. HEA VR/N P. E. SCALE: 1" = 20' 0 10 20 40 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 VERnCAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM 11 CITY OF '� RENTON Iftow Planning/Building/Public Works Dept. ui e o e , as ing on 2/13/24 R-417923 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 GRADING PLAN N O O 0) J V 1 O DATE: CT 211JI24 V FIELDBOOK: PAGE: DRAWING NO: C3.04 SHEET: OF: 23 107 CONSTRUCT/ON RECORD DRA WINGS