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HomeMy WebLinkAboutT-393403TBLOCK CSIT1391501 KEYMAP OTOP1391501 CNOT1391501 co CGRD1391501 CUSD1391501 O OI LU M 1391501 III CUWS1391501 0 W I- i L1J Lii a J Q N z LU m 75 M CD U m d / a, a, sz 3J/pq 3:W CD W 00 J / Q J Q CD / U U 0 L Q� / ('") �� 4g, Lv �CD cu a Q \ u z U w w / (y) _TI CB55JYPE 1 Poaa TVDC- 1 PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. C 5 7,929 SF BPE= 66.0 21 CB130, TYPE II-48", SOLID LID STA ; LT 99+89.14, 12.0 3 n SEE C3.05 CURB RETURN TABLE NO. RADIUS L d FOC LOCATION FOC ELEV. O1 25.0' 39.0' 89°18'48" PC=99+57.41, 10.00' T 65.44 d 2=99+74.98, 17.22' T 68.14 PT=40+34.49, 18.01' T 70.84 O2 25.0' 39.6' 90.41'12" PC=99+56.57, 10.00' T 65.30 d 2=99+74.35, 17.43' T 64.74 PT=39+64.48, 18.01' T 62.96 NO TH 40 H STREET 9 ~ 17 � 3 2 10 16 W 5� 4 1 Q 5 2 15 �P 6 7 3 14 KUMAP NTS Or- INT 100+00.00 WELLS AVE N DRIVEWAY TABLE LOT STATION, OFFSET WIDTH 1 99+13.50, 10+00' LT 16' 2 98+77.71, 10.00' LT 16' 9 99+21.81, 10.00' RT 16' 10 98+83.81, 10.00' RT 16' 11 98+02.31, 10.00' RT 16' 12 97+43.30, 10.00' RT 16' 13 97+08.30, 10.00LT 16' I FINISH GRADE ROADWAY 85 0 85 m - S ' - r"�, + CB55, \ ?S 80 - 9 z 80 IE(6"S - )6 5.1 LOW PT STA: 99+55. 7 LOW PT EL: 65.55 PVI STA: 99+05.20 SS H15 - _ - - PVI EL: 64.29 z W 75 R1 -85.8� - - 1 0.00' VC 75 IE - -. ��785 SO N � \ IE( )8-78.8 8(10 \ \ \ + rn _ _ EXIST. GRADE ROADWAY' 0) L6 A O oZ o 70 vv - Ui�i oo- 70 • ��9 a m R 79.4 mm z ,, 8 DI WA MAIN �\\ ww +oc o ci o + 1 F 12" SD IE 12 - 6.25 S 1.949 IE 12�N)= 76.15 IE 12 E)- CB65, T E 1- 65 IE 6"W =76.78 RIM= 74.01 65 IE(12V) 1-99-71.06 60 75 SSMH10 193 „ --____ -� _ _ ONN.__TO EXI 60 Ll - IE(S)- 62.81 O 1 L CONTRACTOR TO IE(W)= 62.88 S_ 13 VERIFY LOCATION IE(N)= 62.68 0.0,3 6��0 AND DEPTH. I 55 0 55 S\�� Sp 18L IM=6�8rr66.08 C861, TYPE 1 CB115, TYPE 1 g 12,E 5 CB130,1 W� -- `'' 06D LID RIM=�9-��79.40 RIM=6$�1-68.95 IE(12 SW)G=n66.l95 66.02 0 S 0 IE(12" -$'$ 28 50 IE 6"E)=76.87 1 04% IE(12"S 2 50 CB120, TYPE 1 CB12 TYPE 1 EXIST. CB 6, T PE 11 48 " RIM=65-5-5r65.42 RIM- 65.46 RIM=67.31 EXIST. GRADE AT ROADWAY (TYP.) IE(12"W)--6�--8 61. IE(12" )=6� 6r�61.5 IE(18'E)=61. IE(12'N)-62. 1 3 IE(121NE)-6!.e5-61. 5 IE(12" )-61.65 61.5 45 I r FINISH GRA E AT ROADW, Y 12 (TYP.) IE(6"E)-62.55 61.82 IE(6" )=62.15-62.11 IE(18"W)=6 L 2 45 n oI� �',CN �,N �,00 r\ �'Ui N ' N'� GO r 00 00 00 96+40 96+80 97+20 C P _'wi 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.cphconsuItants.com ;ht © 2019 CPH Consultants, LLC. All Rights Reserved. 97+60 O C4 �'00 N'00 �,�0 �,cLOo 0i C6 O' to �. 98+00 98+40 98+80 99+20 99+60 100+00 ROAD A 100+40 �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 )REMOVE 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. OTYPE 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. Og TYP. 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. 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN 104.2 AND 104.3. REFER TO DRI VEWA Y TABLE THIS SHEET FOR LOCATIONS AND WIDTH. Q-)MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER COR STD. PLAN H026. SEE NOTE 7 BELOW. 0GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN G013 14 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. 20 RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN 204.30. 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. 0 5 10 VERT. IN FEET T-393403 0 20 40 HORIZ. IN FEET R-393414 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: STEPHEN PHILLIPS PLS S _F 1`20' HORIZONTAVERTICL: NADU1988 1983/1991 DATUM c C TY 0 RENTON ' Planning/Building/Public Works Dept. SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE DAZE: 5/1 /18 1 CB60 AND CB61 RELOCATION BHB 8/10/18 JBS DESIGNED: BRYCE BESSETTE L RECORD DRAWINGS MRL 1 9 19 JBS PAGE: OOK: PAGE: DRAWN: JOE AMARO ONE INCH DRAWING NO: C3.03 CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION B Y DATE AP P R I APPROVED: SHEET: OF: 14 48