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HomeMy WebLinkAboutWWP1202168.2LQ GRAPIRC SCALE C/) I - I I I I . d' N zl (wym) I inab - 20 !k STA. 0+ 00 N.E 24th STREET & ABERDEEN A VE N.E. 9+00 wW/.?-12 -2168 PORTION OF NE 1/4 OF SECTION 51* -0� BENCHMARK Cl TY OF REN TON NO. 1088 RAILROAD SPIKE 1 ' UP NORTH FACE POWER POLE S. W. COR. INT. N.E. 20th & BLAINE AVE. N.E. ELEVA PON = 307 93 STA 11+52 - 9.06'RT NEW SS CLEAN -OUT 6" RIM=285.65 1E=281.67 290 DATUM ELEV ,270 TWN 23 N., RNG. 5 E., W. M. o� \ _ O EX SSMH j _ RlM=290.05 I I I �6Z V /E-280.05 I I � iI I I � I , EX CB cp / ,EX CB ABERDEEN /�VE NE STA. 12+42.65 A �j N � � I � N.E. 20th STREET & ®B_ ❑ N / , I FICA ABERDEEN A VE. N. E. a—❑--e a -�—e - _ _ -- � ❑ \\\H EX EX 0 -__- -W _--_--_- - - -- __L_ I`--_--EP -__ 10+0-D--- 11 +00 S 00 30 25 W - - - �0 0 I � 95LF 6"0 PVC S=I.OX EP ----------------- ----- ------------- ` \` ` r------------1-------- -- ---- ------------- EP I I _ �`, EP � I It 70 Iwm \ \ I O �I -I --- , TREE �00 300:.........:..........:....................:..........:....................:..........:....................:..........:....................:..........:..........:....... : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MAINTAIN A MINIMUM OF 48" COVER FOR. PVC .PIPE. DUC77LE IRON PIPE CL. 50 ...................:..........:.............. PIPE'IS* REQUfRED ' IF' COVER' YS 'LESS.....:..........:..........:..........:..........:...... . EX. GROUND AT SEWER ..........:..........:.....................:...........................................:................................:..............................:..........:. CEN TER LINE ---, r rl- 0) N ' It D' I I STA 12+44.81-9. 06' RT 00 4' FENCE �' I �\ I ' I N _ I EX. SSMH a co-mc � - - - - 1, � I 30' I op RIA4-288. 43 I CURB I ' 30 IE-280.62 W 12" TREE STA 11+55 O IX IE=280.72 NEW N 2009 I SERVICE TEE "� I I w I � O I PATCH EXISTING STREET ALONG I 2005 I I 35LF 6 O N I + TRENCH PER DETAIL PVC S-2.0% ON SHEET I OF 2. KEEP 3' CLEARAIv'CE FROM BUILDING �' I I 300 -... :................................ :............ ...... :.............................. 95LF 6-0 PVC S=1. 07: .......... .................................................................... ...................................... 280 STA 11+52 - 9.06'RT STA 12-F44.81-9.06' RT NEW SS CLEAN -OUT 6" EX. SSUH 6............................................................................. R 1 .. ..5R1M�288� 43.......:...... . lE=28/.67 : IE=280.@2 W 1E=280.72 NEW N 10+00 11 +00 12+00 ABERDEEN AVE NE 0 13+ 00 CorlS �eft�4! A1.6 14vo.'/ob/P 4% 2168 WTOR UAWVE ITY STANDARDS'" Date Date r CITY OF RENTON TOUMA ENGINEERS DEPARTMENT OF PUBLIC WORKS 15668 West Va/1ey Hwy • Seattle, WA 98188 (206) 255-4100 l I REV PER CITY REMARKS 9129194 SANITARY SEWER EXTENSION 2005 ABERDEEN AVE NE DESIGNED: WS JOB NO. DATE SEPT. 1994 524-124-941 DRAWN: G✓S SCALE DWG —NO CHECKED: 1 "=20'H 525124SS.DWG APPROVED: SHEET: 2 OF. 2 DIRECTOR OF PUBLIC WORKS NO. REVISION BY I APPR.