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HomeMy WebLinkAboutR-393418CONSTRUCTION NOTES TBLOCK CGRD1391501 CSIT1391501 OTOP1391501 CUSD1391501 OI LU M 1391501 C'7 co r 0 W i W W J Q N Z W Cn C631'0,- TYPE II-48" SOLID LID \ STA 203+92.16, 0.00' T AI F �4" \P I L I 4" 09 DRI VEWA Y 1.590 OSAWCUT REMOVE AND REPLACE EXIST. HMA PAVEMENT. MIN. PAVEMENT SECTION TO MATCH EXIST. O2 CONN. TO EXIST. CB. O3 REMOVE AND REPLACE EXIST. SD PIPE W/ 24" SD PIPE. IE'S PER PROFILE. O4 CONN. TO EXIST. SD PIPE. SEE NOTE 2. \PIPE INLET PROTECTION PER DET. ON SHTT, C3.106, GRADE AREA TO DRAIN TO LOW POINT. OCEMENT CONC. DRIVEWAY TYPE R1 PER COR STD. PLAN 104.1 AND 104.2. 0REPLACE CEMENT CONC. TRAFFIC CURB AND GUTTER TO NEAREST JOINT PER COR STD. PLAN 101. O8 REMOVABLE BOLLARD PER KING COUNTY ROAD STD. 5-011. NOTES: 1. CONTRACTOR SHALL REMOVE EXIST. 5LF DI EXTENSION FROM END I � I \ C676, TYPE\ > \ STA 14. PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. \ \ \ WATER MIN \ I • 1?� I 1.5 CURB AND GUTTER I \' 9 2' I 9' SEE C3.04 I � a I � i IR Jac - 4 � "B5, TYPE 2-4�" \ C, \ \ \ `\ \ \ ST 20 +83.11, 0.00'`LT \ — �L 8 4 4" HMA CLASS B O \ \ \ \ \ \ \ ll \ \ IE= 8.30 4" ATB 6" CONC. \ \ s EXIST. SD PIPE. �� \ \ \ 5 2" CSTC 4" CSBC r \ 81 NPE-48�SOLID LI 1SEE NOTE 1 \ 5" CSBC \ F 24 0 Spa 49 +8 8,'2�93'�� — __', SL3.97o \ \`� DRIVEWAY DETAIL 1 TYP. S \C820; TY 1 \ 14LF 12" SD S ,4 LT\ �S EXISTC 0 YPE 2-48 0059 NOT TO SCALE 49 8* 0, ' 98 \ — — _ i13295 \ \ \ STA 3+2-1.3 0.00 T STA 204+07.22, 7.81' LT y l v v S H 7964 \ vv IM 47.47'\� \ �\ EXIST. 24" SD PIPE so �8 �C\I C E 62 XOC ooA v 18" CODl/ XIST w STY E / 4 �OLID LID \ v v v v v CN N N N N �f N GO N �I � � OO O ai L l Oi �(3i � l ai N p O Lri rri N O co C(D 00 N co co 00 p Oi 200+40 200+80 201 +20 201 +60 202+00 202+40 202+80 203+20 203+60 204+00 W CALL BEFORE YOU DIG 1-800-424-5555 a z Copyright ©2019 CPH Consultants, LLC. All Rights Reserved. L w CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: STEPHEN PHILLIPS PL`_ -_E „ , 1 =20 HORIZONTAL: NAD°983�,99, DATUM o R C TY 0 F "R E N T O C • Planning/Building/Public Works Dept. SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS STORM DRAINAGE PLAN AND PROFILE DATE: 5/1/18 Q N z W (n RECORD DRAWINGS MRL 1/9/19 JBS DESIGNED: BRYCE BESSETTE FIELDBOOK: PAGE: DRAWN: JOE AMARo ONE INCH DRAWING NO: C3.07 CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE mcB SCALE ACCORDINGLY N 0. REVISION C I DATE AP P R APPROVED: SEE- OF: 18 48