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Home My WebLink AboutWWP2703357.40 z m QI! 0 y Z o 0 z T w w a � � a o O N 0 10 20 40 w V Q O 0 Z Z N V a:� a Q 0- W 0 V L Z Z cn MMO � m: 0 0 W 0 D Q +s 0 LO EK Ii1 � IL O � jjL U W w V C � Q U) m o c ZZ = U � ZIwo J o U o w o z� ¢�c¢i w SE 1/4 SECTION 18 AND SW 1/4 SECTION 17, TWP. 23 N., RGE. 5 E., W.M. 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T(UG) T(UG) i T(UG) T(UG)' T(UG� �,;..�usuS 3 DaU�LE CHECK I YAL E ASSEMBL -------1-------------------------- -�� ----- ��-------- T(UG) T(UG T(UGj---------��------------- -T UG (U T(UG - T(UG) T(UG) T(JG T(UG (U G) ---- ---- ---- ---- ----- ----------------------------------------.--------.---- �- „r-----------------� - ----- ---------------------------------- -------- ----- - -'t- -- --------- - - --_-------- ----- - ------------ -- ---- ---- --- ----- ---i ---- ----------- P(OH)---3_�.� ----- ------ ---- ---- ---- R OH) P(OH) P(OH) E P(OH) P(ON P'O H� P HP(CH)P(Q ) F(OH) P(OH) �s SSCO #3 S01.29 6"W 349.88' } :V , I I0 I 13 20 LF 3 DI T ' E ` I .� i. FORCE MAIN 1 E 1 JI I .I II E t r l r 1 �� d IF—, r '1 r 1 1 I� r.-._1 � r 'l I r 1 IF � r- I I I II E E 25 LF 6" 01 N I I Ul I I I I I 101 1131 L J I L J L J L J 2 SLOPE FOR 74 LF 6" DI ©0.50% 1 I 65 LF 6" DI ®4.50%------------1--I- ' 50% I o 10 LF 6 DI ®4.85% r r I r IF I I r"i I I I 1 1 © I I I I I I L_J L J I L J L J I L J I L I 9 ----- -- _ I `° J J 8 Ln r l I r r"i Ir - r*l I r 11 I I 1 1 1 I 10, 1 1 I I I L_-1 L-J L-J L-J L_J L_J GARAGE FF=34.89 _ o 4" PERF PVC COLLECTION SYSTEM" 3 I ®0.0% SLOPE. IE=33.89 (TYP) L - --T-i - r - r-n I r--. r-i I r--i - --J IF I I I I 11 11 11 I L J L J I L J L J I L J L J L J SLOPE FOR DRAIN GE L (TYP.) - - - n❑np- r92P-p LlJ L-J L J L-J I.:i L-J ............................ q r _____a. �-- ----I r �7- Lk 6 DI @0.50% E I I D2I ��, IF 105 LF 6" DI @0.58 0 ;' 68 6" DI @ 0.5% I -,- OUTLINE OF I II T - - - - -L"D I20LF I .MAIN BUILDING r-n I I J I L J I -I r-n L0J � r-n I r-'i11 L0J I L J L_J 7 I I GAR IIGE FF=34.89 I 13 ° I f- `° I I W I II E r r r-i r Q 3 t I I I I I I I I 1 f i •�.�y L-J L-J d /N m 3 L I P E 5 I SLOPE FOR DRAINAGE (TYP.) I, - F I l I EI TI I L,µ�1! J L 1 I I I 1 L- J iI I J.- J I L J L_J 4" BOW ( P.)4 3I I it ti E ABOVE -- _. -- ALLEY ----------------------- - - - _......._ ....._ ._ ._ ._ .._ ._ ._ ... ............. .... ------------- Q:I CN l; bo( GoHouse� Exist I a y ` I Hoes I I I j I I I I I I I 13 II PROJECT SITE RIGHT-OF-WAY PRIVATE PROPERTY,, CITY OF RENTON Z J w z Y TOP OF PT SLAB EL=43.89 ° o a ° �! a d d d d d __3IL TOP OF FOUNDATION WALL EL=42.97 d Li 0 N x N ^ ,- rn l 4 I•- I- I- I- H- ° :2 m m m m U U U U U ° II cn wwcr U zd!�:Z w H a O U _ j w ZO Z w O a O U °° ¢I>0Z Z < J Z W w � � O ° d togC-)U-W V' 0a (Do F- �j 00 w I �'I ° 5' MIN. PARKING GARAGE FF EL=34.89 r L- 0 'V w _ ° ° I N N I rj In G. o. ° a° 4. ° a a a d a 4„ PVC FOOTING ° cr w � O w °° °° a ° a w a- w 0 � oi0- o � wwtoaf -a= --°a. o w V) - ° N_ 4 PVC FOOTING DRAIN IE=31.97 ° a e . 3"DI FM FROM a SSMH#2 SEWER FORCE MAIN DETAIL m ° a - w to r> CV O Z 1'=2' NEW 8' WIDE SIDEWALK SSCO W/ FRAME AND ELEV=36.0 GRATE. SEE SHEET S1. EXISTING VERTICAL CURB & GUTTER TO REMAIN a IE=34.05 EX. 6" SANITARY SEWER STUB 6"x 6" WYE 3% 6" INCREASER UTILITY CROSSINGS OIE=33.39 3" DI FLOOR DRAIN FORCEMAIN TO SEWER) IE=31.97 4" PVC FOOTING DRAIN) IE=34.05 4" PVC FOOTING DRAIN) IE=32.32 (6" DI FLOOR DRAIN TO SEWER) TP=32.14 (3" DI FORCE MAIN TO STORM) FLOOR DRAIN CALLOUTS FLOOR DRAIN #1 2L RIM=34.62 IE=32.22 (6") QFLOOR DRAIN #2 RIM=34.61 IE=32.59 (6") #3 RIM=34.62AIN IE=33.12 (6") Q FLOOR DRAIN #4 RIM=34.61 IE=32.83 (6") QFLOOR DRAIN #5 5 RIM=34.62 IE=33.12 (6") QFLOOR DRAIN #6 RIM=34.76 IE=33.29 (6") QFLOOR DRAIN #7 RIM=34.79 IE=33.29 (6") ®FLOOR DRAIN #8 RIM=34.79 IE=33.29 (6") QFLOOR DRAIN #9 RIM=34.79 IE=33.04 (6") SPECIAL STRUCTURE NOTES: OOIL WATER SEPERATOR UTILITY VAULT MODEL #660-SA RIM=34.89 IE=32.22 �6::" IN) IE=31.72 6" OUT) SEE DETAIL SHEET S3 OSSMH #2, TYPE 2-60" W/ DUPLEX PUMP (35 GPM AVERAGE) RIM=34.89 IE=31.64 (6" IN) IE=31.14 (3" FM OUT) SEE DETAIL SHEET S3 RMASA LADED FOR APPROVAL By: Date;/ By: Date: By: Date By: Date 702M ARMS ° ~� �F W A Sy/ �'QO 26016 �`Fss O/STE,G\�� AL EXPIRES 2 5 08 DEVEV LPER 21� RENTON, 0012H�' � 4TH AVENUE NE �11�/v" SUITE 100 BIELLEVUE, WA 98005 m Z (425) 641-3939 CONTACT: BILL SHERMAN � U LNGI EEC 2� _ 18215 72ND AVENUE SOUTH KIENT, WA 98032 T��O E N G`XA (425)251-6222 (425)251-8782 FAX CITY OF RENTON C>EPAR_TMENT OR PUBLIC WORKS PARKING GARAGE DRAINAGE PLAN Smithers' Place DESIGNED BHE DATE 3/28/01 FILE NO. DRAWN BHE CHECKED RJA SCALE 1' =20' FIELD BOOK PAGE APPROVED DIRECTOR OF PUBLIC WORKS SHEET S2 OF 3 0 ,C) N 6� N CP 3 i N N N X w Z w w 0 0 N 0 U V� Q d O O O 0 N \ N N N \ a 0 N i L N c Q) / Ln N / 0 0 0 0 i a. LD me CV V-33S7(O y-35510Z y JUN 19 �.