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HomeMy WebLinkAboutWWP2703732.3 (2)TBLOCK_COR OTOP111108 CSIT111108 CNOT111108 CGRD111108 CUSD111108 CU WS 111108 keymap OI LU M 111108 ACAD2007-07038-ASBU I L W O CU W SLL Q W rr Q n Q O O UJ Q 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET — — — — — — — — — 8 )I _ 7- FFE= 488.5 ( U n , � � ( SERVICES (TIP.) i I j �l j FFE=501.2 ~LAJ 0IE=4$9 d:481.20 4TER I I \ I I IE--42 4t54 b 1 cNn Q V �— RDLQ --- ( --_ — ;ROW/Xp CONSTRUCTION NOTES 4 O 1 6" SIDE SEWER CONNECTION W/CLEANOUT, 29 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 FFE=503.0 SANITARY SEWER CLEANOUT PER COR STD. PLAN 403.1 SAWCUT EXIST. PVMT. O5 CONNECT 6" SIDE SEWER TO MANHOLE PER COR STD. PLAN 406.1 3 FFE= 500.5 ° ------------- 2 Jf FFE= 49 7.5 520 520 Q PO STA. 33+50.!00 J Q PW EL: 494.48 z 3 200.00' VC N o 510 0 o Z = 510 N + Lo EXISTING GRADE + 00� 8►� (fi U U 0 ROADWAY 6i W � CN U j00 LL1 m Cal,. W W_ n W 500 LLB _ FINISH GRADE ® 8 WATER MAIN V) ROADWAY 2-- 490- �.-- 490 7.74 sFB^pVC 480 480 S={ 6f�0 SSMH 260, TYPE 1 LAJ0.0581 RIM=491-64r 1. Z 15' 7' IE(W)=484.64r 483.09 J 470 V 470 57 460 460 ELEVATION AT EXIST. GROUND ELEVATION AT FINISH GRADE 4_` 450 (0 C� �, Q-) � N 0) 0) 00 �'(a CN 1N 00 1 to n er — N Si 1rn00 L--- Q:) CN Ui Ld Lo io n to 0 32+40 32+80 33+20 33+60 34+00 34+40 34+80 Know what's below. Call before you dig. CITY OF RENTON 1 CITY OF RENTON PERMIT SUBMITTAL Approved by: Date: 2 RECORD DRAWINGS UTILITY PERMIT Approved by: Date: NO. U 13002729 Approved by: Date: Copyright © 2017 CPH Consultants, LLC. All Rights Reserved Approved by: Date: NO. REVISION JBS 15/30/14 BY I DATE JBS su"E" MITCH EVANS, PLS JBSDESIGNED: RYAN SCHAUBLE DRAWN: PETER EVANS CHECKED: JAMIE B. SCHROEDEF APPR APPROvE1. APPROVED N/A ONE INCH AT FULL SCALE PE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 19M HORIZONTAL NAD 1983/1991 DATUM S=373208 CITY OF RENTON Planning/Building/Public Works Dept. 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 PROVIDED. --*c P r CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management 11431 Willows Road NE, Suite 120 1 Redmond, WA 98052 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com MAPLEWOOD PARK EAST 2/21/17 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FaDB00" PAGE SANITARY SEWER PLAN AND PROFILE C4.03 SHEET, OF. 27 37 14-INININFN7AIA D \ on z �• D 33 P1 Y/ s A Z -m z C m0 D m m- u 100 no m m 0 > D T1 O D 0 ;Qo D o� m� Z Dc _ �m z^ z raJ+ xZ O Z Imo C m D wmm R] Z TW ITI Z m Tn 0