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HomeMy WebLinkAboutS-372312T B LOC K COR A PORTION OF THE SE V4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 Ey W.1 V1. OTOP351308 MA TCHLINE STA 26 +60 SEE C4.05 CUWS351308 w CUSD351308 CNOT351308 i w - GGRD351308 0 CSIT351308 (� 27 2 a i 1 keymap W PAD= 419.7 N . o � ,_ .. PA - 420.4 � PAD= 429.4 � • � 0 I , LL j - __ 15 y PA = 428. PAD =431.2 5_ f .. I ma r PAD= 424.8 In C� - Li W.- ., . . Z Z -4- = W F 25 0 . w PAD= 416.8 PAD~ 415.8 0 , SSMH60 i a Q 2 0 STA 25 +28.52, 0.00 w IE= I 16 47LF 8" PVC "._4 IE =4� 411.56 PAD _ 423.5 PAD = 426.5 9; 0950 G o. oTTF- _ �,Po IE- �i W o � _ , 416. 1 C7 ROW �- m o- r J, - LO _ SSMH62 2 ' STA 25 +63.051, O.Cd ' 410W OWN � I SS SS SS S&_ S SS SS ' r 24 +00, 25 +00 :3.4LF 8 PVC 0.0036 _ _. r N S- . 163RD A VENUE 921 _j SE _ 1,,� 25 +35.13 163P0 AVENUE SE I + x ol PAT 1 RECR 0 PAD 4 2.0 PAD= 419. T T \ SSMH50 s# ROW STA 23+35.75, 1.01' LT 1s PAD= 417 0 PAD = 420.0 SEE C4.05 450 WJ 430 420 410 rf 390 :m - d � � � a N c� o N LOW PT STA: 24 +2786 co � t 0 T L 0 W PT EL: 414.16 FINISH GRADE ® � � 00 � il � N P W STA: 24+95.00 ROAD WA Y I D &i w P EL: 413.80 G 9.05% _ 24 +00 150.00' VC 24 +80 M O O N� oftaft PETER EVANS O _ - y BY DATE APPR � PROVED N F �W S- 0. O ;� O 10' 1 46' 13' W mm N� RIM- 9.60 R� IE(N) =4 412.05 paON IE(SW)= 41:%3411.95 t7 EXISTING GRADE .J N N F - 0.50.x' - -- } �• - __ . . 34LF S" PVC ELF 8" PVC L - S' D.pg21 Z 44' 63 S= 9: -8880- -0--.036 J SSUH50 SSMH60 = RIM= 414.66 RIAM =4�48 41707 IE(E) 408.03 IE(SE) 408.82 V IE(NW)- 407.93 IE(NE)- 408.82 Q 47LF 8" PVC lE(W)- 49408.72 S- 0.0111 ELEVATION AT EXIST. GROUND ELEVATION AT FINISH GRADE - d � � � a N c� o N � 0 co � t 0 T to FINISH GRADE ® � � 00 � il � N N eF ROAD WA Y I D &i w W w G 9.05% _ 24 +00 24 +40 24 +80 25 +20 25 +60 oftaft PETER EVANS OW DCH I AT FuSON E F Wr OW WCH SOU "°°°"°MMY _ - y BY DATE APPR � PROVED S- 0. O 10' 1 46' 13' 35' SSMH62 (� RIM- 9.60 R� IE(N) =4 412.05 1�'1 IE(SW)= 41:%3411.95 t7 - d � � � a N c� o N � 0 co � t N T 26 +00 � � 00 � 26 +40 J BS 05/01 /1 J BS I D 9°"E N/A G 03/16/1 23 +20 23 +60 24 +00 24 +40 24 +80 25 +20 25 +60 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET 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- BUILTS zw REVISION O C31 o N - fn N �^ i �� V n; N N T 26 +00 26 +40 J BS 05/01 /1 J BS I D 9°"E N/A G 03/16/1 JBS AMIE B. SCHROEDER, P oftaft PETER EVANS OW DCH I AT FuSON E F Wr OW WCH SOU "°°°"°MMY CHECKM AMIE B. SCHROEDER, PE BY DATE APPR � PROVED 450 440 430 420 410 400 390 380 HOMMWAL, ° M/I NI DATUM CONSTRUCTION NOTES O6' SIDE SEWER CONNECTION., 2X MIN. SLOPE PER COR STD. PLAN 406.1 O48" SANITARY SEWER MANHOLE W/ FRAME AND COVER PER COR SID. PLAN 400.1 AND 401 O 3 SANITARY SEWER CLEANOUT PER COR SID. PLAN 403.1 4O SAWCUT EXIST. PVINT. OCONNECT 6' SIDE SEVER TO MANHOLE PER COR SID. PLAN 406.1 O48" SANITARY SEWER MANHOLE SHALLOW PER COR STD. 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 22" THICK ETHAFOAM (RIGID INSULATION) BARRIER SHALL BE INSTALLED SIX INCHES ABOVE THE SANITARY SEWER MAIN WHERE CLEARANCE TO OTHER PIPES AND UTILITIES IS LESS THAN TWELVE INCHES. S- 312311 r Z ... Z C � n i �Z m T m I I D n La � 8 s � 'Z D i 0 z Q z C ic 00 m a v tJ - ■ tJ v =- Z I r N W f I o . z o , S 4NAL l� � T CONSULTANTS e C3 Site Planrw* • Cnni En@neerng CALL BEFORE ° D YOU DIG Land Use Consulting Project Management 1- 800 - 4245555 733 7th Avenue, SIM loo i r'°' WA cn Z Phone: (425) 285 -2390 I FNC (425) 285-2389 . www.cphconsultants.com s r► aA7: CITY OF LIBERTY GARDENS 02/21/1 : ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS E:-D"' RENTON a,�:�� DRAW NC 14C Planning /Building /Public Works Dept. SANITARY SEWER PLAN AND PROFILE 04.04 S:.E^ 31 x:40 2 -NNNNAA