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HomeMy WebLinkAboutWWP2703732.1 (2)TBLOCK_COR OTOP111108 CSIT111108 W CNOT111108 CGRD111108 CUSD111108 O CUWS111108 U keymap W OI LU M 111108 ACAD2007-07038-ASBUIL S LL SEE C4. N / (. A I r I ,lk�� I' IE� QA0 490.23 1 r 2 � FFE=497.5 i 1 NE 1/4, NW 1/4, SEC.141 TWP.23N., RGE. 5E., W.M. SEE C4.03 4 C a µ � ')�yJ 1I; A u 1 I ---�--------- —T j I PROPERTY RO _,___ R BOUNDARY (TYR) WATER SERVICE (TYR) lE=#95.-9 493.19 ` I TYR 1 IE=497-.5 496.29 I WATER SYSTEM IMPROVEMENTS l I I I SEE KC WATER DISTRICT NO. 90 f I CONSTRUCTION PLANS ( I 3 FFE=500.5 FFE=503.0 � I I, i ! II CONSTRUCTION NOTES O6" SIDE SEWER CONNECTION W/CLEANOUT, 2% MIN. SLOPE PER COR STD. PLAN 406.1 AND 403.1 O48" SANITARY SEWER MANHOLE TYPE 1 W/ FRAME AND COVER PER COR STD. PLAN 400.1 AND 401 30 SANITARY SEWER CLEANOUT PER COR STD. PLAN 403.1 40 SAWCUT EXIST. PVMT. 0 5 CONNECT 6" SIDE SEWER TO MANHOLE PER COR STD. PLAN 406.1 GENERAL NOTES.- 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5 FEET BELOW THE FINISHED FLOOR ELEVATION (FFE). 2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER COR STD. PLAN 405. 3. ALL SANITARY SEWER MANHOLES ARE TYPE 1 PER COR STD. PLAN 400.1 AND 401. 4. PAVEMENT RESTORATION SUBJECT TO FIELD MODIFICATION BY THE CITY INSPECTOR. 5. PER CITY OF RENTON TRENCH RESTORATION DETAILS, IF TRENCHING IS WITHIN 3 FEET OF AN ADJACENT LANE, THE ENTIRE ADJACENT TRAVEL LANE AFFECTED WILL BE REPAVED. 6. IF THERE IS LESS THAN 12 INCHES SEPARATION BETWEEN UTILITY PIPES AT CROSSLINE, AN ETHAFORM PAD SHALL BE PROVIDE CP H U n N M .— O M -: N .— — III �, o (0 r, 00 I co N CD . �O �t 00 et CN .— rn n 00 u! — � N O � S " T t�� CONSULTANTS 0) 0i a� 00 o0 0p o 0i o 0p rn N ni of d icj �i;� °� o� a> 0� rn co ^ t\ rn o� rn �:� rn Ch oo a) o� O 4 a�.� rn p N o : p o 0 0 . "' r' �s % SI �t d v a d :.� d d d ei d et d d .� =r . d .f d d- to el . n to , Site Planning • Civil Engineering Know what's below. 1' �r Land Use Consulting •Project Management 7 20+00 20+40 20+80 21 +20 21 +60 22+00 22+40 22+80 23+20 Call before you dig. i 11431 Willows Road NE, Suite 120 I Redmond, WA 98052 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET CITY OF RENTON Approved by: Date: UTILITY PERMIT Approved by: Date: NO. U 13002729 Approved by: Date: Copyright © 2017 CPH Consultants, LLC. All Rights Reserved Approved bv: Date: 1 1 CITY OF RENTON PERMIT SUBMITTAL nel REVISION JBS 5/30 14 JBS SURD: MITCH EVANS, PLS PAS 2 21 17 JBS DESIGNED. RYAN SCHAUBLE DRAWN; PETER EVANS S I JAMB. SCHROEDEF BY DATE AP P R A -,,,,---- N/A I� ONE 1114cH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 19M HORIZONTAL• NAD 19WI101 DATUM 41,16 CITY OF "LR RENTON Planning/Building/Public Works Dept. Phone. (425I 285-2390 I rAA: {425} 285-2389 www.cphconsultants.com DATE; MAPLEWOOD PARK EAST 2/21/17 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS IMMM: PAGE: DRAWM W. SANITARY SEWER PLAN AND PROFILE C4.01. SHEET: OF: 25 37 ram• „ D G 0 z ~ Cl) C 0 A,m 9 Nz rn M 0 0 D a M zz^ Y/ C 03 m M a b b�0 °CD d 1 N CN�aa. 1 N Cn D 0 0 0 oo° D D C 0 i C) L D co cczT •