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HomeMy WebLinkAboutS-294301SEC. 5, TWP. 23 N., RGE. 5 E., W.M. 0 v) a^ Of Cn b ryryI V Lnn n .L n/-� $� 8 z _ s n N Q E / / ; / � I CB 1A, TYPE I cur m j 11 / I W1 VANED 76.92' RT I Z 20' 0 20' / / / I I TOP 250.J-f RATE rz� jp (MATCH FINISH GRADE) O Q SCALE 1 " =20' / 12'I£247.80 d Z PP/U ' j /� i CB 2, TYPE I = CB -20 10 +95.50, J1.00' RT Q Q EX. W/ VANED GRATE _ \? O O SDCB 0207, TYPE l . XF / 1vI;. /+ I - -_ ----------- \ TOP 251.9f____ - \ ry 12" IE 24770 Nf I -�. -(MATCH F/NISN GRADE) \ u ( ) i 12- IE 247.89 NEW 72 lE 0 24ZIO (NE) (5) 'a 10' PRIVATE S70Rd`- - - - - - - - -� CB 1, TYPE / DRAINAGE EASEMENT a 10 +95.10, 16.92'L y I 1 I W/ VANED CRATE PROPIOSED\ I ! I 1 \ TOP 250.5E / 0.50 J9, -I i • SD FNISH GRADE �i:� I _ / I 8 \ \ (MATCH .5 GROUND) `tom 72' IE 247.63."1 O J9f / I \ our _ c m J /4' WATER METERS � y 'f 1 I 3 - I \•`�' 0 O M< O SP. PACE B106 4 PER CLEANOUT I / C m 00 N CB 3 TYPE / i 6.` IFT 250 1 L 0) Ir 9 6' PVC O 0 66.T IL CLEANO 1, CONTOUR 7 d ti N 1+31.00 ON , 84'-6" PERF Yw O 1.195 7 6' IE 2510 / I I\ v) N N W/ VANED GRATE / (SEE DETAIL, SHEET B) i I 3 3 253.39 - - - - -- �s - - - - - -- -------- -- - - - - -- I C v Lz7 ro lNT l' 249.44 i ro ao ao �P 0 +5709 JONES A_ NE s :. RF00 - -. SS5 : \� o F 1 +00� PRIVATE ACCESS • P .6971' FIBV) . ` m CONNECT TO EA7SnNC - ._ 6 IE 2490. -- - -- 2 \\ 0 , -- - - -- --- v SEWER MAIN CON7RA� _ V TO VERIFY LOCAT'ON A Z ELEV PRIOR. TO CANS C(EANOUT 20' PRIVATE ACCESS% i OUT e q Z F AND N077FY ENGINEER / Bi. /E TS0.0 UTILITY fASEMfTNT 6' IE T51.0 J ANY DISCREPANCIES CLEANOUT I I H CONNECT. 70 EXISTING / j -�: 6- IE 252.0 68� 6' PERF. PVC WATER ISERNCB CAP 6sdZ WATER MAIN. WORK J 4 WATER. METERS O 7.745 (SEE DETAIL, AND MARK LCCA O BE DONE BY CITY OF / / FOR LOTS 1 8r 2 PER % SH ET 6) I IN FIELD Tip. / C q� RENTON CREW �( �/. I 1 •— (TYP.) PACE'B706 IN - " � IfBSBL rmJ 1 INSTALL NEW CURB, IE 25J 0 1 9 1 SE GUTTER & NOTE SIDEWALK. s ss ss ss I Il II srcN _ - - _ 1 o j / ( (S SEE NOTE 5) VA TE S TREE T) `14 � � /� Pi71 isr1N6 �R6 �1(>Da,ANT IBM -A NOTES,' I I 1. ALL TRENCH AND STREET OVERLAY SHALL BE I / Z a. PER THE CURRENT CITY OF RENTON TRENCH / RESTORATION AND STREET OVERLAY I REQUIREMENTS 2 ALL JONES AVE. N.E. S70RM DRAINAGE & RCONTRACTOR. AD Y SURFACING TO BE DONE BY ON-SI7E i IMPERNOUS AREA i g I I I CONNECTION TO WATER MAIN TO BE DANE BY I PROPOSED 1� 354i SF 7,572E SF v d g CITY OF RENTON CREW. ALL OTHER I INSTALLATION AND CANSTTUC7I0N TO BE DONE BY CONTRACTOR. I d 294301 / r I i N �RGROOT"i °_XN 5 4. REMOVE DaS77NG DRIVEWAYS (7W0 PLACES) AND �} a I J EET WDE DEPRESSED CURB & SIDEWALK. INSTALL VER77CAL a 1 & I CURB, GU77FR AND SIDEWALK AT THESE SECTIONS ui I S ABANDON EXISTING SIDE SEN£.R ON LOT 1. REQUIRES A CUT AND CAP. SEPARATE PERMIT REQUIRED. O O T PP M } S 2 ¢ m Q I I � I N. E, 26th PL. a I I 9 I I I i Z i E Z Yl• 0 0 0 q RECOMMEND D F-01? APPROVAL K w « o By DA 7r. o -1r-o U U U q Z BY DATE• (O - rho/ 076Tiw' 6 ZONAi,stib'`� �0 BY A* DATE.' 10-9-61 EXPIRES 11/10/02 BY ,� DATE. STAMP NOT VALID BY DA 7E} / 11 UNLESS SIGNED AND DATED n a Z WWR 1���' .... SCANNED FEB 151,.. 2002 7`3 175-11, FR