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HomeMy WebLinkAboutS-372313TBLOCK_COR OTOP351308 CUWS351308 CUSD351308 CNOT351308 CGRD351308 CSIT351308 keymap L. -C> C) c_ A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. CONSTRUCTION NOTES W SEE C4. 01 6" SIDE SEWER CONNECTION, 2x MIN. SLOPE PER COR O STD. PLAN 406.1 23 22,' 2 21 U P = 424.9 PAD= 429.3 PAD= 431.3 W 48" SANITARY SEWER MANHOLE W/ FRAME AND COVER 426 --�t, � 432 � �'��° Y $ PER COR STD. PLAN 400.1 AND 401 LL PAD= 439.6 Q SANITARY SEWER CLEANOU T PER COR STD. PLAN 403.1 430 434 436 � 4\� SA WCUT EXIST. PW T. PAD = 433.9 438 PAD = 440.3 CONNECT 6' SIDE SEWER TO MANHOLE PER COR STD. PAD -438.3 P 1 LAN 406. 423.73 1E =� SSMH110 !•� IE -4�8: - 427.93 STA 28 +51.37, 42.66 L T _ �. 6 48" SANITARY SEWER MANHOLE SHALLOW PER COR STD. MH65 O 1 TYP. :. _ imam PLAN 400.2 +43.48 6. QO' L 2 Cl) - i W RO GENERAL NOTES. LV ROW W y, t ` N ! I 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER to A MIN OF 4 INT 28 +56.40 1RD AVENUE SE SERVICE CONNECTION STUBS SHALL BE SET _ - 14+ . 1 T FEET BELOW THE BEARING PAD ELEVA TION. CN 0 O 1 9 2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER 8 P PAD= 442.4 SS S S COR STD. PLAN 405. 2 00 a: QD N - l - stn 3. A 6'x6'x2" THICK ETHAFOAM (RIGID INSULATION) BARRIER W . 3 A �/ENUE E SHALL BE INSTALLED SIX INCHES ABOVE THE SANITARY M Q ,^ o, _ - SEWER MAIN WHERE CLEARANCE TO OTHER PIPES AND mommm gammas UTILITIES IS LESS THAN TWELVE INCHES i - " i( ' �T ow s ;" ROW i Q _ ,- 10 1 _ V , TYP: - IE-4 7 k: IE= j PAD =447.8 ��f -'> P, D =440.0 � 14 3 12 PAD= 433.1 lk PAD= 438.0 - {{ - PAD= 6.1 PAD- 441.0 PA 44 . Cn D 30 SEE C4.02 470 470 460 PV1 STA: 27 +90.00 460 PV1 EL: 440.49 Q 100.00' VC 450 N + � co 450 sh to N vi iW EXISTING GRADE vi iii � ROADWAY ��. Cfl co m + FINISH GRADE ® 1.81 �' -2.19 Cfl ROADWAY -- -- "0 Cy _ _ _ _ - 440 LU 9.05 Z i q i N _ H 430 430 i V - ELF 8" PVG , I► a c... .S` • .. sa.r 420 SSMH65 420; -_• ! 18' 39' 8' RIM= *6 436.06 KEYMAP Ms 1E(S)= +2&.4& 428.07 410 410 O j o z ELEVATION AT EXIST. GROUND o � w 400 ELEVATION A T FINISH GRADE 400 f is t OVAL CN to �o NN �4; �K cc �o o CONSULTANTS Site Planning @ Civ Engineering CALL BEFORE Land Use CorwIt� • Project Management � YOU DIG 733 7th Avenue, Suite 100 � wrkland, WA 99033 26 +80 27 +20 27 +60 28 +00 28 +40 28 +80 14300- 4245555 : Aven �xi90 FAX kkmW WA98 9 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- BUILTS GG 03/16/-15 JBS N/A CITY OF :'E-_D80(><: VERT. IN FEET y AMIE B. SCHROEDER, PE ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS 0 20 40 Approved b: Date: _ RENTON : -- pp y PETER EVANS a� � �w►wtHC yc: mmmmmp DATUM HORIZ. IN FEET Approved by: Date. IE�e. SCHROEDER, PE E Planning /Building /Public Works Dept. SANITARY SEWER PLAN AND PROFILE 04.05 N 0 . REVISION BY DATE AP P R 'G`E ACOM111'10Lf Copyright ©2014 CPH Consultants. LLC. All Rights Reserved. A roved b Date: APPROVED I 1 32 40 -NN n z VJ Z T �X C D Z m m D S> D T 8 �C D Cn D D • i D rn s < T D A r Uz z D v a D Z Z C 3 ao m a J- >w �1 1 . z 1 W N I T �X O m Z n