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R-422114
N LU U) z O Q 0 z Q z O Q N z Iy LU 0 O 75 U7 -17 ry LLI 00 z_ J m a Le N N N w J L� ON CONNECTION \� PROTECT EX \ \ FRENCH DRAIN TO \ REMAIN (TYP) SD#15 CB TYPE 2-48- cz.s RIM 413.30 IE 407.87 (12" NE) IN IE 408.37 (6" SE) IN \\ IE 407.87 (12" NW) OUT CONNECT TO EX 6" STORM IE 408.90f ( j) DOWNSPOUT CONNECTION- c`s 2LF6"HDPE ©2.0%MIN 60 LF 6" HDPE 2.7% 27 LF 6" HDPE 0.5% MIN SD#7A. 12' AREA DRAIN WITH BEEHIVE GRATE RIM 412.20 E 410.62 (6" W) IN IE 410.62 (6" E) OUT SDCB, RiM=412. i IN IE 6" CONC=410.71 NE) IE 6" CONC=410.53 (N IE 6" CONC=410.51 (S IE 6" CONC=410.51 ( E) CONNECT TO EX CB ADJUST RIM TO GRADE PROVIDE NEW PEDESTRIAN ME 412.78 GRATE RIM 412.53f IE 410.53 (6" NW) IN IE 410.51 (6" SW) IN / IE 410.51 (6" SE) IN 412.80 IE 410.51 (6" N) OUT 22 LF 6" HDPE 0.5% MIN / / I ME 426.30 / \ 65 LF 12" PVC @ 0.7% 424.7 / \ / \ 00, I I I I I RIM 424.00 C2.6 I IE 408.95 (12 SE) IN IE 408.95 (12" NW) OUT \ 31 LF 12" \ \ \, PVC @ 0.7% \\ 57 LF FRENCH DRAIN i CONNECT 6" SD TO EX MANHOLE IE 418.95 (6" SW) IN \ IE 409.17 (12" NW) OUT 422.49 422.53 ° \ 422.50 \ \ \ 422.54 �\ CONNECT TO EX 7 \ \6" FRENCH DRAIN 1E 418.9f CONTRACTOR TO 422.65 A FIELD VERIFY \ INVERT AND \ \� \ LOCATION \ a \\ \ \SD B, R y \ I E\ 1 „ O IF �000, /5400S-.-*;1i�1 Know what's below. Call before you dig. Dial 811 10 0 5 10 20 LEGEND Scale 1In=10' - - PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230_ _ PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR xxx� SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING I PROPOSED BUILDING d u CONCRETE PAVEMENT ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT PAVEMENT SITE WALL VERTICAL CURB ®J CATCH BASIN TYPE 1 \ \ CATCH BASIN TYPE 2 O AREA DRAIN STORM DRAINAGE PIPE STORM DRAINAGE W/ SLEEVE ------------ FOOTING/SUBSURFACE DRAIN SDCO 0 STORM DRAIN CLEANOUT FDCO e FOOTING DRAIN CLEANOUT DS• DOWNSPOUTS FRENCH DRAIN a - SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION SSMH WATER FITTINGS WATER SERVICE LINES WATER SERVICE LINES R-422114 KEY MAP N IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Michael Sippo 01 /27/2023 SURFACE WATER UTILITY J Farah 01 /27/2023 1932 First Ave `ir & WAS/yl �� SURVEYED: SCALE: vmncA- NAVD 19e8 Suite z01 �� co DESIGNED: HORIZONTAL NAD 1983/1991 CITY OF LINDBERGH HIGH SCHOOL MODERNIZATION Seattle, WA 98101 coz IR RENT 0 N 16426128TH AVE SE p.206.725.1211 CIVIL PERMIT RESPONSE 0 26 2 DRAWN: RENTON, WA 98058 f. 206.973,5344 6R�.° �� ONE INCH DATUM oImmrF /sTE `� 7 PERMIT RE-SUBMITTAL12/12/2 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. GRADING + DRAINAGE PLAN AREA F2- engineering pllc wwW.lpdengineering.com /ANAL EN _,I'�Z N0. REVISION BY DATE APPR C NOT ONE INCH APPROVED: SCALE ACCORDINGLY NORTH SCIENCE + COURTYARD Cfl O T- O CD N N Q J 00 O 0 i N Ln 00 O N A, u Q H m C) DATE: 16 SEPT 2022 LIj FIELDBOOK: (- PAGE: DRAWING NO: C2.2 SHEET: 14OF, 64 nW 1