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HomeMy WebLinkAboutS-338903a NW1 14, NE1 /4, SEC. 15,.T_ 23 N_, R. 5 E, W.M. 6 HOOUIAM AVE NE I NOTE; E? o +� PIPE LENGTHS SHOWN ON -THIS SHEET ARE GRAHAM AVE NE SD CROSSING SD IE- 414.18 I t o ' N en ' at [ E- z g PROVIDED TO THE NEAREST FOOT_ PIPE SLOPES SHOWN ARE CALCULATED FROM i SS TOP--408.94 _ - - I f os s ut I CENTER TO CENTER OF EACH MANHOLE - ....... CLR =5.24' - -. .. .... .. 420f I C f (Q I a I Q 420 ..... PROPOSED GRADE AT ROAD CENTERLINE I z CO _ -- 4 OF0i LL 0 rE 4-11.1 ST EXISTING GRADE AT ROAD UAW, _ O� CENTERLINE - PROPO STORM ED (TYP.0 ) E cs ' `1� (� 410 .. ..... 410 E 3 W Z Ir SO CROSSING SD CROSSING SD IE= 401.36 �' • 55 m N i I z QDJ SO CROSSING SD E99 52 SD iE= 398.41 SS TOP= 395.56 SS TO 396.23 i Zg2 I !` j SS TOP - 395.10 CLR =5.80' CLR =2.18' i T2� S�k• CO CLR =4.42, -i RIM 49 63 ... r O - - -` / /�� LSD CROSSING IE= 413.32 (8":W) Sggy � - - , - \ SS TOP =40 OS � 4C0 B. � . CLR= 7.30'.3 m z S-1.61% - RIM- 411.28( - = W \ T15 L -- - tE- 400.01 ( 8° ES)) 124 LF - 8^ _ # - - j- - - -- !E=399.91_ 8• NW) M CL 1F 8 s?a.50 1 Z 192 M 408 83 < ac oo a 3 390 =221X - - - - - - 5MH.. 3.... . ;. - -- - --- - - - - E= 398.84 (8' SE) SSMH 4 _. - .--- ... -IE =398.74- (8'. NW) ... -1-1-1-1.. -1-1-1-1 -1-1-1-1... ......... :............... -1-1-1-1.. ............. .- ....390..... ............ -.. `o _m r m m Nm c SSMH 2 RIM= 405.54 RIM =405.06 !f lE= 395.33 8' SE) m a r o o F RIM= 404.85 IE= 394.66 (8 SL-) -- m ° #1 -TALL OVER IE= 393.94 8' S �8' IE= 394.56(8" N )L_ - - - 3 m 3 EXlSTWG SEWER MAIN R0=400-60 (fix) IE= 393.84 N3 SO :CROSSING N 3 IE�89.61 18" W /30' CASING E. _ ... ........... ......... _ - SS IE= 398.42 E�_61 (8" S) CONTRACTOR TO FIELD SO ?OP== 395.95 CLR =2.47' " 0 o: c v �( VERIFY LOCATION OF EXISTING SEWER LINE N ar # 0 a _.. .. ....-1-1_-1-1.. - - -- - .... 10D +00 101 +00 102 +00 103 +00 1044-00 105 +00 106 +00 107 +00 108+00 109 +00 i 0) L PROFILE - FIELD PL NE & NE 3RD ST m m _q �om;� ' 5 ......... '-1-1-1-1- --- -- --- --- ----- --1-1-1-1 _... - -- .- .. -. -. -. -... ............ -1-1-1-1.- - ............ ...- -1-1-1-1... .. -1-1-1-1... -.. -1-1-1-1.. -.. > N S Y HOQUTAM AVE NE m � - � - -1-1-1-1. -.. - -1-1-1-1... .-- - - -..- ... ....:.............. :-1-1-1-1 -. ..--- - - -. -- - - ... ......... -1-1-1-1 ... ......... -1-1-1-1.. -1-1-1-1- -- - --- - - ----- -- - --- . -_ - _- - - -. -. -... ......... - -- -_ -..- ---- .- .. -... -1-1-1-1 -.. - - -. ........ __.- - - -. - -- -1-1-1-1... -1-1-1-1. --1-1-1-1. .. ... -1-1-1-1.... ............... � - Q 420 Z:mt ........ .- ........- _ SD. CROSSING 420.- a =410 02 SO CROSSING : CLRTOP -2.35' - - o < Ld WzI SO IE= 408.19= EXISTING AT ROAD- AT ROAD SS TOP= 4f15.72 '-- ----- - - - - -- 1 f GRADE CENTERLINE CENT CLR 2,47 -. - .. :' I l ........... I I f��... SO CROSSING I SD CR CROSSING ✓Ia a - - - - - - -- `�- - OF401�20 CLR=4.89' SAD =405.5 8 /ii 8 - , a .. -. 410 ^- - -- - - -- - ��.`\ CLR =2.72 / ..-1-1-1-1... ? ROPOSED . STORM (fYP � � 55: _ �.9 8lF ..... -41.p ci J J N W o 4 i s LL � -1-1-1-1.. ... J SS - 12 _..._........ U Q \ ........ �. _ , e'JSS 124 - RIM= 414.33 _ IE '407.21 8" E 0 V IL - 105, L� - SS :i -1'23 LF - 8 SS '' ..' S- -110% SSMH 11 IE= 407.11 �8" W) /A V� U 116 LF - 8° SS _ S 0.50%8 RIM= 411.87 SSMH #13 n 400 _ S -O.50R $ =0,50A. \; \ SO CROSSING .. .....E H 1p =404W (e NW....... RIM 415.67 ) IE= 409.85 (8" W) 400 LU SSMH 8 SS IE 403.35 RIM= 409.30 D > w RIM= 409.17 SD TOP= 3.98.91 IE =402.03 (8' SE) + IE= 401.93 8` NW) 5 5 "= 10 m � IE= 400.69 . 8' S \ CLR 444. 1 5' : Feet v........ -1-1-1-1.. . .. _. ..._ ......SEE SSMH 6 - PROFILE - FIELD IE= 400.59:8' N SSMH 9 RIM= 408.49 ........._.. ;_............ -.. _... -__ ...:..... -1_-1-1-1 -..._ -1-1-1-1 - - -... - - - -- _-1-1-1-1. ......... .. _-1-1-1-1._ VERTICAL Scale ._. __.._. _-1-1-1-1._ .......... . .............. 'o - & NE 3RD ST IE °401.32 (8" SE) m m m z = o - IE- 401.22 (8" N) _ 40 0 40 : 80 w J N N u! 1 " =40': aII ? j o: ? : - - -- ._ -1-1-1-1... ......... .. MOM- ® HORIZONTAL ......... Scala Feet RECOMMENDED FOR APPROVAL rr g B•�,�_eaS. /e -./ Date: ( p DATE 08/22/2007 o H Fi By: Date: JOB NO 'x-04 203+00 204+00 205 +00 206 +00 207 +00 208 +00 209 +00 ............ ._ - -1_-1__-1-1. 210:+00 211 +00 _........__. DM NR 0&1 v $i By: Date: PROFILE - GRAHAM AVE NE & NE 2ND OT c * n o : By_ Date: "4�..'O' 10A z R: \Projects\ 108(Comwest) \002 -04 (West Coest) \dwg \sheets \final \City of Renton \WC_utpr0 i.dwg jq c °:5- J loom 11iC092 RoLl- a -