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HomeMy WebLinkAboutT-393404TBLOCK CGRD1391501 CSIT1391501 CUSD1391501 CUWS1391501 co KEYMAP I CNOT1391501 OTOP1391501 OILUM1391501 0 W I- i W W J Q N z W d / a, a, sz �w �J �W CD W 00 J J Q oY / U U O A L a cu J� Lv �O cu a Q U w N STA 45+9926, 22.50' T . STA 45+99.26, 18.00' T 11 :8)@BEGIN vv T v, - _ - - - 'EXIST. STRIPING 010, TYPE 1 ST . , ' RT -_ W W A7+49.82, 1 Z 11 W hF'J vr1. CB5, TYPE 1 46+02.25 17.33' STA 45+79.26, 1�.00' T STA ' RT 47+0 2 nn BEGIN - - 'WBEGIN owl WWII ROW CJ. -r i I� OAENISPACETRACT V. - - - - - - - - - - INT 50+00.03 LAKE WASHINGTON BLVD - -- -------- --- WN. OF S W-114 -OF_NW-114 OF SE_C � TWP 241Vy R5E W M, - _ _ _ , = 38+12.07 N 40TH _STREET _ - _ CONSTRUCTION NOTES CB20, TYPE -1 - - - STA 'RT - - - -- OAND REMOVE EXIST. CB. FILL VOID W/ 7" HMA OVER 6" CRUSHED ROCK - 49+84.30, 17.98' - - STA 38+35.21, 18.11' T 5 SUITABLE BACKFILL. _ ROW CB15, TYPE 1 STA 49+77.00, 10.37' fi W\ W W WST>A9+0�4 � 1727; RT W W END _ - - O SAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN. GAS �i+� - - PAVEMENT SECTION TO MATCH EXIST. SAKE WASHINGTON BLVD NORTH 49+00 O LUMINAIRE PER ILLUMINATION PLAN. N39°49 6 E 48+00 50 0 � F :, 4O APPROX. LIMIT OF GRADING. O TYPE B PERPENDICULAR CURB RAMP PER WSDOT STD. DET. 17779 5 F-40.15-03. _ ---sue __ ---- -SEEM- --- 6O 4" WHITE EDGE OF ROAD LINE PER COR STD. PLAN H008. ROADWAY SURVEY MONUMENT WITH CASE PER COR STD. PLAN NO. - - - UTOE - 0 -- -- - -- - - - - H031. 7 CEMENT CONC. SIDEWALK PER COR STD. PLAN 102. WIDTH PER i - 5 8 PLAN. 5 I ate o O TYP. CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD. as-aa ==ate -- as - • PLAN 101. 4.5' ROW DEDICATION 19 21 C8145,_ TYPE II-48 SOLID LI • m SEE SHT. C3.05 - - ° 10 TYP. �E= (� • m 10 6" PVC ROOF DRAIN COLLECTION PIPE PER COR STD. PLAN 225.00, IE=56.0 o TOP 59.0 - - - _�, -- �0_-TOP 60.0 - - °� \ <6 TOE 53.0 -° TOE 54.0<6� _ APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN. SINGLE DIRECTION CURB RAMP PER WSDOT STD. DET. F-40.16-03. 7.5' PRI TF_ __ \ 6'�i \ � CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN 104.2 SD ES \ - - - - - � o MON ME C \ 12 AND 104.3. REFER TO DRI VEWAY TABLE THIS SHEET FOR BPE-62.0 �� g LOCATIONS AND WIDTH. �- - MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION 13 SEE C3.07 BOX UNIT PER COR STD. PLAN H026. SEE NOTE 7 BELOW. G GROUND 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. J z N EXIST. GRADE 55 ROADWAY �, 55 .... _ O z - - - - - - - - - - - - - - - - - - - - - - - - 0 Q) pp 50 - - - _ _ _ + 4 00 50 0 148LF 12" SD - - _ - - --_-_---------- ----------__ z 0 151LF 12" SD S=9-7$3o 0.839 O 84LF 12" Sp 45 S= 45 CB5, TYPE 1 1.19% RIM-51.%5 51.60 S-3o IE(12"NE)=-k8fi57-48.40 LJ 1.05% IE(6"SE)=48-&6 48.65 CB 0, TYPE 1 RI = 50.72 40 IE( 2 SW)=-f 7-. 86-47.17 40 IE( 2 E)=47-.-99-4712 .. ....... _ CB15, TYPE 1 C820, TYPE 1 IE( " E)=8 4732 RIM--48-9-748.88 RIM=8-35 48.18 --- -k3322---44 -, 7IEE(1122 -Q - -- - - -- - - -_ I ------------------- � -----=--------- 1 -4EP2-NE) Orr - SE�=- 44.23-35 - - E( ) 45.38 35 ............... .................... 35 30 FEXIST GRADE AT ROADWAY (TYP..) 30 QO QO _n' LO L' P' Ln LO V) 14-' <t <t `I d d <t 45+60 46+00 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.cphconsuItanIts, com ;ht © 2019 CPH Consultants, LLC. All Rights Reserved. 46+40 46+80 47+20 47+60 48+00 LAKE WASHINGTON BLVD CURB RETURN TABLE NO. RADIUS L A TBC LOCATION TBC ELEV. O25.0' 22.4' 5120'43" PC=49+79.32, 18.00' RT 48.16 412=49+90.15, 20.47' RT 48.55 PT=38+32.71, 18.00' RT 48.94 48+40 48+80 49+20 NORTH 40TH STREET 1 2 13 17 16 15 14 KEYMAP CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: SCALE /� C� C� 1988 STEPHEN PHILLIPS PLS VERTICAL: NAVD 83/1 RECORD DRAWINGS MRL /9/19 JBS 1 -20 HORIZONTAL: NAD 1983�1991 DESIGNED: - BRYCE BESSETTE DRAWN: JOE AMARO ONE INCH DATU M CHECKED: AT FULL SCALE JAMIE B. SCHROEDER, PE IF NOT ONE INCH N 0. REVISION - i" DATE AP P R APPROVED: SCALE ACCORDINGLY 49+60 50+00 a StIff- vS ZONAL �N. • 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. R C TY OF RENTON %197 Planning/Building/Public Works Dept. 17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021. SMUTCD TYPE 4 END OF ROADWAY MARKER OM4-D. SIGN INSTALLATION PER COR STD. PLAN G012. SCONN. TO EXIST. CB. 20 RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN 0 204.30. REPLACE EXIST. RECTANGULAR VANED GRATE W/ RECTANGULAR @SOLID METAL COVER PER COR STD. PLAN 204.10. ADJUST TO FINISHED GRADE. O22 "NO PARKING ANYTIME" SIGN INSTALLED PER COR STD. PLAN G012. O23 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. J. 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. N 0 5 10 VERT. IN FEET 0 20 40 T-393404 HORIZ. IN FEET R-393415 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 1i I W DATE: 5/1/18 Q J FIELDBOOK: PAGE: DRAWING N0: N C3.04 Z W 111E--. OF: 15 48 ( )