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HomeMy WebLinkAboutR-393417TBLOCK CGRD1391501 CNOT1391501 CSIT1391501 CUSD1391501 co CUWS1391501 KEYMAP O OTOP1391501 OILUM1391501 0 U-1 I- i L1J Lii J Q N z LU m 75 CD U / m O d / sz 3J/pq 3:W CD W 00 J / Q J Q CD / U U O C L a (y) / ('") �� 4g, Lv �CD cu a Q U w U / (y) C z ct�W UR CC INT 60+00.00 AR AVE N = 42+81.52 N H STREET I I � I \ p(DZ 00oo Q Q) II N N \ 'b�ww / I z do OP \ PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. 00 o 00 N_N_ m�ww cn ��__ o o cn 3:dc 0 d0 5 �' d0�0 - d0 - - d - - - - -U- 0 d0 t�dO -- ---- v M� ; � - gin- i �1 1I d0 B200, Contech CB - - "v"I i -- M _ M - nn M ' -� -i M as 1 19 STA ' RT CB205 TYPE�I--48" �_ M M 60+48.80, 17.33' i I I i ROW � STA ' RT 1 .��l�2:� , - -- - --- _=--_---_--_-_-----_� __- --- 61+86.11, 16.14'---- - ---- +0� PARI�(AVENUE N R sb� sd� - RT 63+00 ------ _------------ - SS SS - U 99 - �, 11, ya ui COLLECTOR - » ---- - _ - Q -} �- SS EXIST _�2 -S -- �S ( )_ _ CB210, (TYPE II-48 S S ,' RTT ---- -- - - _ - - `-� -_ -� - 16.31 0 - -- ���•�11 a ocy 0 7IE=1 . 10 100LF as aa- as -aa 7' ROW DEDICATION 17 8, 955 SF ON ON \y N a 16 I E= i69.6 7,580 SF 108.4 1 n-r V , I----------- aaaaaa &10 aN IE=112.5 15 72LF c 7,580 SF BPE115.5 114 A A!1 d0 (IS d0 c0 - aS aS r77'-- M M SVLD SVO 64+00 EXIST. 12" SD SS ROW; - - IE=116.0 14 7, 586 SF � - OQ BPE=119.0 - -- // O: 60+00 60+40 CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.GohconsuItants.com ;ht © 2019 CPH Consultants, LLC. All Rights Reserved. 60+80 61 +20 61+60 62+00 62+40 62+80 63+20 63+60 PARK AVE NORTH CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: SCALE STEPHEN PHILLIPS. PLS 1 RECORD DRAWINGS MRL- 1 9 19 JBS DESIGNED: 1"=20' BRYCE BESSETTE DRAWN. JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH N 0. REVISION -". i" DATE AP P R APPROVED: SCALE ACCORDINGLY CURB RETURN TABLE NO. RADIUS L d TBC LOCATION TBC ELEV. O25.0' 39.6' 90°40'53" PC=42+38.00, 18.00' RT 95.01 612=42+55.79, 25.43' RT 97.80 PT=60+43.52, 18.00' RT 100.59 DRIVEWAY TABLE LOT STATION, OFFSET WIDTH 14 63+14.81, 18+00' RT 16' 15 62+40.81, 18.00' RT 16' 16 61 +67.53, 18.00' RT 16' 17 60+94.80, 18.00' rt 16' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M N 0 5 10 VERT. IN FEET 0 20 40 HORIZ. IN FEET �v'ylNAL THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. CONSTRUCTION NOTES OREMOVE EXIST. CB. FILL VOID W/ 7" HMA OVER 6" CRUSHED ROCK AND SUITABLE BACKFILL. OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN. PAVEMENT SECTION TO MATCH EXIST. OLUMINAIRE PER ILLUMINATION PLAN. OAPPROX. LIMIT OF GRADING. D TYPE B PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F-40.15-03. 6O 4" WHITE EDGE OF ROAD LINE PER COR STD. PLAN H008. OROADWAY SURVEY MONUMENT WITH CASE PER COR STD. PLAN NO. H031. OCEMENT CONC. SIDEWALK PER COR STD. PLAN 102. WIDTH PER PLAN. OTYP. CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD. PLAN 101. 10 6" PVC ROOF DRAIN COLLECTION PIPE PER COR STD. PLAN 225.00, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN. 11 SINGLE DIRECTION CURB RAMP PER WSDOT STD. DET. F-40.16-03. @CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN 104.2 AND 104.3. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH. 13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION 0 BOX UNIT PER COR STD. PLAN H026. SEE NOTE 7 BELOW. GGROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN G013 W/ STOP SIGN. 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ CITY STANDARDS. 16 FIXED WOODEN BOLLARD PER COR STD. PLAN H022. 17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021. 18 MUTCD TYPE 4 END OF ROADWAY MARKER OM4-D. SIGN INSTALLATION PER COR STD. PLAN G012. 19 CONN. TO EXIST. CB. 0204.30.RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN REPLACE EXIST. RECTANGULAR VANED GRATE W/ RECTANGULAR 21 SOLID METAL COVER PER COR STD. PLAN 204.10. ADJUST TO FINISHED GRADE. 22 "NO PARKING ANYTIME" SIGN INSTALLED PER COR STD. PLAN G012. @ABANDON EXIST. CB. 24 TYPICAL PRIVATE ROOF DRAIN COLLECTION SYSTEM PER COR STD. PLAN 225.10 NOTES. 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS. 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION. 3. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. 5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS WILL BE APPLICABLE. 6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. 7. PROTECT EXIST. MAILBOXES. CONTRACTOR SHALL ENSURE CONTINUED ACCESS TO EXIST. MAILBOXES THROUGHOUT THE DURATION OF CONSTRUCTION. T-393406 R-393417 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW C T Y O N VR RENTON ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS %197 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE Planning/Building/Public Works Dept. W I W DATE: 5/1/18 Q J FIELDBOOK: PACE: DRAWING NO: N C3.06 Z S11E- oF: 17 48 /� (f)