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"I 11- 11-1-1111 11-1,11.1- 11 11 11 "I'll 11 -_1 1-1 I—, 11/1- 1, I ��L -_ __1 I I - __­­ -_______1--- I I I � ,� I :� � I- I �, I ; � i //11 � � I � ", , " ", ,, , , I 8 I I ­ I I I � , , , "I " I , I � I I N . - Call 2 Working Days Before You Dig 811 Utilities Underground Location Center I (ID,MT,ND,0R,WA) I LD ENGINEERING, LLC LAND DEVELOPMENT OTECHNICAL SERVICES 105 Harvard Ave E, Suite #106, Seattle WA 98102 phone 206.412.6660 email LDENGINEERINGLLCOgmaii.com -- R. / V-� , ,q� , , , ,q , F ' ,�'- of WAS/y,, C1 0 / ;�\ 0 q �'T (n 2 "Imv te6l 37W2 1 % IG b/ 0 L 5/20/15 NO. - PER COR REVIEW DATED 5/14/15 PER COR REVIEW DATED 3/27/15 REVISION SURVEYED: I ESM, LLC DESIGNED: LCD LCD 5/20/15 5/20/15 DRAWN: LCD - LCD 3/30/15 3/30/15 CHECKED: I . - LCD BY DATE APPR APPROVED: LCD 20 $TORN DRAIN LEGEND 0 CLEANOUT, SEE DETAIL ON SHT C6 TOP=415.0+ IE=413.50 0 TYPE 1 CB, SOLID LID W/ SUMP, SEE DETAIL ON SHT C6 TOP=411.7±, IE(IN FOOTING, OUT)=407.50, IE(IN ROOF)=409.00 OINFILTRATION TRENCH, SEE DETAIL ON SHT C6 (TYP OF 3) BOTTOM EL=406.50 0 CLEANOUT, SEE DETAIL ON SHT C6 TOP=410.7± IE=407.50 (�)TYPE 1 CB, SOLID LID, SEE DETAIL ON SHT C6 TOP=409.8±, IE(IN)-407.50,IE(OUT)=408.00) G) 25.5LF, 6 -DI 0 5.56% OVERFLOW TO EX C8 0 CONNECT 6"DI TO EX CB, IE(IN)=406.58 (MATCH CROWNS) EX RIM=408.50, EX 10"CMP IE(OUT)=406.25 (�)CLEANOUT, SEE DETAIL ON SHT C6 (TYP) TOP=411.5± IE=409.00 (�)CLEANOUT, SEE DETAIL ON SHT C6 TOP=412.0± IE=408.46 0 TYPE 1 CB, SOLID LID W/ SUMP, SEE DETAIL ON SHT C6 TOP=411.5±, IE(IN)=408.23 IE(OUT)=407.50 GCLEANOUT, SEE DETAIL ON SHT C6 TOP=411.5± IE=409.00 @6- NDS ROUND GRATE W -D BASIN OR EQUAL, SEE DETAIL ON SHT 6 (TYP) TOP=411.5±, IE(IN)=408.93, IE(OUT)=407.50 @CLEANOUT, SEE DETAIL ON SHT C6 TOP=411.5± IE=409.50 8 CLEANOUT, SEE DETAIL ON SHT C6 TOP=411.5± IE=408.54 a6- NDS ROUND GRATE W -D BASIN OR EQUAL, SEE DETAIL TOP=410.30, IE(IN)=407.78, IE(OUT)=407.50 8 INFILTRATION TRENCH, SEE DETAIL ON SHT C6 (TYP OF 2) BOTTOM EL=406.50 @CLEANOUT, SEE DETAIL ON SHT C6 TOP=412.5± IE=407.50 8 CLEANOUT, SEE DETAIL ON SHT C6 TOP=410.0± IE=407.50 8 CLEANOUT, SEE DETAIL ON SHT C6 TOP=415.0± IE=413.50 0 6" NDS ROUND GRATE N -D BASIN OR EQUAL, SEE DETAIL TOP=413.9±, IE(IN)=407.91, IE(OUT)=407.50 @ FOOTING DRAIN (TYP), SEE DETAIL SHT C6 @ ICROSSINGSH EX POWER _.,A` I 11 I I I I e I I I I I � I GRAPHIC SCALE I I I I I I 1 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. SCALE: VERTICAL: NAVD 1988 1 if =20' HORIZONTAL: NAD 1983/1991 A CITY OF 4�� � RENTON I ONE INCH DATUM I AT FULL SCALE I Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 80 GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 I IR -01 0 le . �'R > .1 �z M M 1 Z ,4 ,:,I � = * z I F. �z " W i 0 .,�, C. M ir 9 r -1 U 5 KI M . - z M � z M M Cn 9 - DETAIL I ENLARGED PLAN VIEW AT THE LOCATION OF DOWNSTREAM ENDS F THE INFILTRATION TRENCHES ) SCALE: 1"=10' : CHECK FOR COMPLIANCE TO CITY STANDARDS . -11 11 - Of Cn - - > n R/A/t/5 n � - - - 0 0 U a -MM M M CD I P* 10 00 M C:: > A Q ') : M M C5 * : rn co Cn : : 1-< - 7 : GRADING, STORM & FRONTAGE IMP PLAN MAPLEWOOD PARK CLUBHOUSE 3815 NE 4TH ST, RENTON, WA RENTON, WASHINGTON MAPLEWOOD PARK LLC DATE: 9/10/14 FIELDBOOK: PAGE: DRAWING NO: C3 SHEET: OF: 3 10 I - 1,� I ! � e f � I � � C D; A 3%45 01 ( IL; 3 � � I N'N'!,`\!'4)1,4' ! � I - - � -