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HomeMy WebLinkAboutS-372315TBLOCK_ ""OR OTOP351308 CUWS35 _308 CUSD35' 308 CNOT351.308 CGRD35__308 CSIT351,',08 keymap OSIT351,')08 LLJ Z U LLI Of A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. CONSTRUCTION NOTES W SEE C4.03 1E =418.5 36 1E =418.5 I 1 6w SID SEWER CONNECTION, 2% MIN. SLOPE PER COR E 35 34 29 STD. PLAN 406.1 PAD= 421.2 PAD - 423 4 - - _ - PAD 424.5 W I a 1 PAD" = 429.7 48w SANITARY SEWER MANHOLE W/ FRAME AND COVER O SSMH45 PER COR STD. PLAN 400.1 AND 401 W PRI VATE LL = STA 21+23.90m, 6.00' LT SEWER ESMT. SANITARY SEWER CLEANOUT PER COR STD. PLAN 403.1 4 SA WCU T EXIST. PVMT. CONNECT 6w SIDE SEWER TO MANHOLE PER COR STD. EWER ESMT. 5 32 PLAN 406 1 1 _ v ; P ,D= 423.0 ,f - - w PAD 4-11.21 CONNECT TO EXIST. 6 48 SANITARY SEWER MANHOLE SHALLOW PER COR STD. PLAN 400.2 __. SEWER STUB ; C) , - ., o Z _ - 28 ,ZMH10' W N 176494.06 = AD 424.1. GENERAL NOTES, E 1321200.83 - � VA 11 F N ANI TAR P SEWER 1. , ,.: THE INVERT ELE ON OR ! DI VIDUAL S WE S= : Q - - _ A MIN. OF 4 ZSLF PVC FEET BELOW THE BEARING PAD ELEVATION. (� 29 . s... . }.. - 2. 2 SANITARY PIP BEDDING SEWER MAIN SHALL BE PER COR STD. PLAN 405. SSMH2O ��,N 176466:05 ' F • f rf , > 'f E 1321200.63 IE= 41 ,� 3. A 6'x6'x2w THICK ETHAFOAM (RIGID INSULATION) BARRIER Wt \ 31 - - CNN SHALL BE INSTALLED SIX INCHES ABOVE THE SANITARY v j 1 TYP. y SEWER MAIN WHERE CLEARANCE TO OTHER PIPES AND PAD= 421.0 J a SS ,?'r UTILI TIES IS LESS THAN TWEL VE INCHES. A , \ ti - 27 SS \ PAD = 419.7 Off -- \ SS t 4 µ I _ _. -.. .... ,. !.+' ✓ ...._.. ,. ` ti`s. 26 .t PAD 416.8 OS 2 . I SS ...: SSMH40 i. t STA 22 +84.21,: "00' LT - - I 15 PUBLIC SEWER ESMT. SS P 3 - Lu WETLAND LIMITS r'}1 _ a N 0 H30 • 2 s. . �_ NOTE.- 30 9 TA +78.37, 50.39' RT 1. THE EXISTING GRAVEL PATH ON ONION 162ND A VENUE NE SHALL BE T F RESTORED AND MAINTAINED TO SERVE SEWER ACCESS. SEE C4.04 - ----------- 440 440 Uj EXISTING GRADE Z ® PIPE Q Q 430 m 02 430 can `O �► FINISH GRADE 0 - 6090�� PIPE Ui 1-i o • p� _ 00 LO 11 g 0.0090 _ p N 420 I I 4.72X 420 8 N II _ _ ____� - - - - -- •4 -------- - - -_ -- - -ZU- -- 1.05% 1 Q W s s N eX 410 t 410 A- 29 56LF 8" PVC ELF 8 PVC S= X3:805$ S- ��9958- o S- SSMH2O 0.0059 0.0070 .RIM= 424.•81 424.19. SSMH30 SSMH40 _... 400 IE SE - • 405.79 RIM- 6.93 IE(RIM-414.91404-58 E) i 404.58 ( , IE E IE(SE) 407.41 400 � i�P ! Li O 406.92 KEYMAP X!S T. SSMH IE(N)= 405.69 IE NW - 406.82 IE(N)= �G84OZ41 ( ) IE W 407.31 ms �-� 425.75 � SsMHO � ( ) E(E) =46�S.- 96405.10 RIM= 42 4.00.424.47 L _ 4 9 4.9P404.95 = � IE(S)#405.45 E(.. ;'�1 47 7.03 i8 390 L 390 +6'r LE 8' 0900 6.6f V S- z ELEVi4TrON AT EXIST. GROUND LI, 380 ELEVATION AT FINISH GRADE 380 FS aNA 0o d o o �r o �r o 00 0 �� o o ;� �� o ►� o t �, Ln �, �N NN oN �N 0; �N to x to CONSULTANTS CN �- �- � d- �N„ t-�.. .N�. d` � � N �' e} � e}• � et• � �!' � e!'• �fi Sde Planrwg * QW Ergneenng CALL BEFORE Land Use Consulting . ProjW Mdn *mwd YOU DIG 733 7th Awwue. Suite loo 1 Kwkmm. WA 98033 2 +80 2 +40 2 +00 1 +60 1 +20 0 +80 0 +40 0 +00 � 1- 800 - 4245555 Phorm: (425) 285 -2390 I FAX (425) 285-23899 www.cphconsultants.com 0 10 20 CITY OF RENTON 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/14 JBS _ s� �� ���� LIBERTY GARDENS � 02/21/1 - Approved by: Date: 2 AS GUILTS GG 03 16 1 JBS D NSA �� CITY 0 E ice: VERT. IN FEET AMIE B. SCHROEDER, PE ML ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS 0 20 40 Approved by PETER EVANS : Date: o _ RENTON PAGE. �w+w +►rc No= Approved b DATUM SANITARY SEWER PLAN AND PROFILE Date: �T �u � Planning/Building/Public Works De t C4.07 HORIZ. IN FEET pp y JAMIE B. SCHROEDER, PE e: wr ow WCH Dept. Copyright ©2014 CPH Consultants, LLC. All Rights Reserved. A roved b Date: N0. REVISION BY DATE APPR �� PROVED � S 34 Y :40 A-NNNNA J' . T � - D T O Z T m `4 _= 0 - z T f1 3 > h C � f,. I zZ _z T 1� 't n G n I� D T O ' f m I�