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HomeMy WebLinkAboutS-372310TBLOCK_COR O N OTOP351308 z CUWS351308 63# CUSD351308 W CNOT351308 430 CGRD351308 O CSIT351308 U keymap L U J L.L. Ljj U) Z Z I-- Llj C) 0 0 � Q W m J 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET N O M V W W 0 N M ti Q Z V 470 E me 450 A PORTION OF THE SE 1/4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 Ey W.M. 30 PAD= 432.2 N O M 440 W SEE C3.03 PW STA: 15+79.80 P EL: 450.99 100.00' VC RIM =- 449.62 IE(W)— 441.57 Lo c6'- 470 460 450 440 430 O N J z RIM =- 449.62 IE(W)— 441.57 Lo c6'- 470 460 450 440 430 O N z� z 271 79LF $ PVC 63# 32' 23' 430 Z I •�. Wr D SSWU0 I I I I r T M S= . RIM = 438: -99 439.01 i • z IE(E) =29.9& 428.66 Q 1► IE(W)— 28.62 420 50' _ _ _ 26, _ 24, 420 W z oftft 410 V 410 Q ELEVATION AT: EXIST. GROUND 400 ELEVATION AT FINISH GRADE 400 00 CD I� N O •— t •— O� t `^ v c6 � c6 �° cz K � `n oo � 00 cc of o p �t N c", of cp '�- ^� 0p d of �° O o N rj � d- � mot- �- t d- 390 13 +20 13 +60 14 +00 14 +40 14 +80 15 +20 15 +60 16 +00 16 +40 16 +80 Approved by: Approved by: Approved by: Copyright © 2014 CPH Consultants, LLC. All Rights Reserved. Approved bv: CITY OF RENTON Date: Date: Date: Date: 1 CONSTRUCTION PERMIT APPROVAL � 2 AS— GUILTS NO. REVISION JBS 05/01 1 JBS w E'er GG 03/16/1 JBS oemowm: AMIE B. SCHROEDE DOM PETER EVANS JAMIE B. SCHROEDE BY DATE AP P R M~ �pROVED N/A ow RIM a MLL sows F war ow Rm SCME ACCOfi0OMY ,mnr.A: "me Im ►�o�zowrM- W ,W301 DATUM CITY OE RENTON Planning /Building /Public Works Dept. CONSTRUCTION NOTES O6' SIDE SEWER CONNECTION, 2X MIN. SLOPE PER COR SID. PLAN 406.1 O48' SANITARY SEWER MANHOLE W/ FRAME AND COVER PER COR STD. PLAN 400.1 AND 401 3O SANITARY SEWER CLEANOUT PER COR SID. PLAN 403.1 4O SAWCUT EXIST. PVUIT. OCONNECT 6' SIDE SEWER TO MANHOLE PER COR STD. PLAN 406.1 O48" SANITARY SEWER MANHOLE SHALLOW PER COR SID. PLAN 400.2 GENERAL NOTES: 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 4 FEET BELOW THE BEARING PAD ELEVATION. 2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER COR STD. PLAN 405. 3. A 6'x6 z2" THICK ETHAFOAM (RIGID INSULATION) BARRIER SHALL BE INSTALLED SIX INCHES ABOVE THE SANITARY SEWER MAIN WHERE CLEARANCE TO OTHER PIPES AND UTILI T1ES IS LESS THAN TWELVE INCHES. 4 KEYMAP ' 372310 r �1I2& (1 P-34 I i 0 S T SI A� CP H CONSULTANTS Site Planrrng • QW Engineenng CALL BEFORE Land Use Com tft . ProjW Management YOU DIG 733 7m Avenue, Sure loo i Kirkland, wA 99033 1X300- 4245555 ptgne: (425) 28 2390 FAX (425) 28&2389 www.cphconsuItants.com LIBERTY GARDENS 02/21/1' ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS `-DBOOi �AGE: :)Uw =NC NC SANITARY SEWER PLAN AND PROFILE 04.02 29 X40 mmommum T 8 0 D D r D Dm D + vZ m D I I 0 D Z Z C 9 to m z� z r /r N Z I m m Wr D N T 8 0 D D r D Dm D + vZ m D I I 0 D Z Z C 9 to m i v r /r N Z t N I I I I r T A i • z