Loading...
HomeMy WebLinkAboutS-335702t-- kn en < Nu a>E 1 11 i I � SV� : SE 1/4 SECTION 18 AND SW 1/4 SECTION 17, TWP. 23 N., RGE. 5 E., W.M. L L V) b n 1 04 0 10 20 40 CL EL w q 0' /L I P02A SWt� RW-3720 LL �SMH RIM-35.00' 1 -2- AVEN�E S. WILLIA W--- --- -- ----- --- - ------- - - - - - - - - - - - - - --- - - - - - - - - - - - - - --- - - - - - Z Z G G G G --- T -T- (L W E Z T(UG)- T(UG) (UG)-T�UG ALE CHECK T(UG): T(UGk Z T(UC)--. 3- D: U AL T(UG) -(Uc)- TWG� T(UG)-T(UG) T(UG U ASSEMB 01 (U T(U�) -T( o --T(UC)-- -T(UG) --------------------- - - --- ------- a: --- --- t -- --------------- -------- -------------------------- --- ----------------- - ------- ------ ---- ---------- PC �T� 66�) P(0�) UZ ------------------------- --------- - 4, -fo %01-2916-W 349.88' SE p(­) >ACKEP FULI 'F D1,11 Q 0 13 FARCE IN z i n 30' U 'ji � 1- 1 Ili i , T L -1 2L t 2-1- L"" D, D 68 F 6" DI @ 0.5% 74 LF 6" DI @0.50% 1 1 105 LF 6 DI ®0.58. SLOPE FOR - 65 - - - F- OUTLINE OF o. LF 6" DI @T.50% - - - - -T MAIN BUILDING 7 - - - - 25 LF 6" DI 90.50% LF 6" DI @4-�514 0 LF DI GA '�E FF q 34.89 House C! W 8 - - - -- ,O" w WN .2 1 1 - 'I PT-I . a, _ I] I L�] ES Existing �'i ES - - - ma 34.89 E- 0-4 H, I t -,i t ao 00 -34.89 m RAGE FF 2; 1 6 4" PERF PVC COLLECTION SYSTEM- S FOR DRAINAGE co @00% SLOPE. E=33.89 (TYP) Typ.) 'E 0- 4-- tip, SLOPE 4" P. (TYP.) -- 'age d. Exis OR RAIN GE - - - - iJ - G al D E'OF V RE E� ------------------------------ 81 --------- --- EB ---------- - ---------------------- NU I -zts zo t. 349.9% ------------- ------------------------------ ALLEY - - ------ ------------------------ ------------- - ------- -------------- I ---- - _---------------- - - - - -- , - - -. F - ----------------- ------------- ------------ ------------------- 7:= ----------- ----------- ............. ..... .... ... 30' House Existing I House PROJECT SITE RIGHT-OF-WAY UTILITY CROSSINGS PRIVATE PROPERTY, CITY OF RENTON [1] IE=31�39 3" DI V FLOOR FORCEMAIN TO SEWER) AR o TOP OF PT SLAB EL=43.89 C G DRAIN) WASH PVC FOOTING DR IE=34.05 4" AN IE=32.32 (6" DI FLOOR DRAIN TO SEWER) ii F11 3 TOP OF FOUNDATION WALL EL=42.97 TP=32.14 DI FORCE MAIN TO STORM) < 26016 ec 5 FLOOR DRAIN CALLOUTS SPECIAL STRUCTURE NOTES: NAL 4z FLOOR DRAIN #1 FLOOR DRAIN #8 F EXPIRES 2/5/08 I& RIM=34.62 A OIL WATER SEPERATOR RIM=34.79 0 UTILITY VAULT MODEL #660-SA IE=32.22 (6") IE=33.29 (6") m RIM=34.89 DEVELOPER 0 0 0 0 0 IE=12 FLOOR DRAIN #2 A FLOOR DRAIN #9 ':7222 IN RIM=34.79 RIM=34.61 IE=3 �1 OUT) SO RENTON, LLC U) SEE DETAIL SHEET S3 2100 124TH AVENUE NE F-- IE=32-59 (6") IE=33.04 (6") SUITE 100 Z SSMH #2 TYPE 2-60" L" Ld V) FLOOR DRAIN #3 (D BELLEVUE, WA 98 05 mz L A RIM=34.62 W/ DUPLEX PUMP (35 GPM AVERAGE) (425) 641-3939 0 m < z RIM=34.89 CONTACT' BILL SHERMAN 0 7: w I IE=33.12 (6") E=31.64 (6" IN) 0 0 NEW 8' WIDE SIDEWALK z z 0 FLOOR DRAIN #4 E=31.14 (3" FM OUT) ENGINEER, 0 0 Ld 0 SSCO W/ FRAME AND ELEV=36.0 RIM=34.61 SEE DETAIL SHEET S3 C' m z GRATE. SEE SHEET S1. E=32.83 (6") 18215 72ND AVENUE SOUTH ENG10 m EXISTING VERTICAL CURB & FECOMENDIM FM KENT, WA 98032 r/""G ENG I%% ;�-c co) p z FLOOR DRAIN #5 (425)251-6222 m z :S . I . GUTTER TO REMAIN A RIM=34.62 (425)251-8782 FAX I z IE=33.12 (6") By 4jlvl*�Z� DClte;/5;? /49�� 0 FLL-j A FLOOR DRAIN #6 CITY OF RENTON 0 RIM=34.76 5' MIN. E By Date: -F -rME=-N-r C>F= PUBLIC VV`C�F=IKS .0 L'i I i!- of a- PARKING GARAGE FF EL=34.89 (6") C>E= 'AF=t I to 00 E5 LLI 4" PVC FOOTING D IE=34.05 1 a_ m FLOOR DRAIN #7 By: Date RIM=34.79 L5 w PARKING GARAGE DRAINAGE + -L-T 2 LQ Pf LOPE FOR RAIN GE (T C X Ld IE=33.29 (6") (If Q- W V) Lj 0 LL 0 Date - By: Li w Lj EX. 6" SANITARY SEWER STUB PLAN 0 V) (n 'n Of Smithers' Ploce 2, of 4" PVC FOOTING DRAIN IE-31.97 3'DI FM FROM DESIGNED BHE 8/01 FLE NO. Of SSM #2 DRAWN BHE DATE 3/2 [If Yx 6" INCREASER CHECKED RJA FELD BOOK- PAGE SEWER FORCE MAIN DETAIL H 6"X 6" WYE Sw*bM70zw SCALE APPROVED 0 W) 04 0 1"=2' -1- .1 P-� .ErS2 OF 13 nn_n -min Z N a cwm ion ttl w Amok AIIIIIIIIIIIIIIII6 -J:r R FR I