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Home My WebLink AboutWWP2703231.10 0 N STA -0+17.87-5 LT, HOQUIAM AVE NE z 0 0 0 Q �LSTA 0+00, SEWER 21' 21' m 0 cjLd EXISTING SEWER MH NO. 1 I-__j bj < < o _T - - RIM=425.19 Lij L.J Lp m > I.E.=409.47(�J*' EIST. MAN, W, OLT) X 0 F - - - - - - ------ CONNECT. - (10 26 L'i 0 I NEW 8' �RVC SEWER M IN I I.E.=410.80 (8" PV :if S) $TA 1+28.5-5' RT, HOQUIqM AVE N`9 1 0 0 I STA 1+28.5, SEWER I CORE DRILL XISTI It MAN HOLE 0 If) 01 0:� .4 0 z I I INSTALL: I ro TRACT A CORE SE L �DAPT FFE: 0 SEWER MH NO. 2 + I 0 + cr I 'r, 428.0 0 SEE C.O.R. DETAIL NO. BRI-28) I DRAINAGE CIA C� z UJI STA 2+20.62-5' RT, HOQUIAM AVE NE L41 IM=4*-+:a75 < Lul _j j.E.=411.37 (8" PVC, N, S, W) Z STA 2+15.62 HOQUIAM AVE NE STA 0+93.97, SEWER (n - - - - - - - -- I =STA 6+60.87 NE THIRD ST INSTALL: E-4 L - - - - - - - - - - - - J 0 (5 '(0 0: SEWER MH NO.3 LIJ S TA 2+15 TA 6+662 0 '8- uj 10 (SEE C.O.R. DETAIL NO. BR-28) lz UJI 0 0 RIM=422.89,1 06 04 : I N 00./-g CIO I.E.=4+1.76 (8 PVC, E, N, S, W) 0 3,,00,00.06N 0 u_ 0 1 LO (N z z tr) Z X 7D o Z 0% 1 t OQUTAM AVE�+ w, NE, 0 ?o 1 0 2+00 m = 3+00 3.64 - - - - - - - - - - -_ - EX. 12" 'SAN SEWER ----- -- -- ------ 46.52 LF-8"PVC SEWER S .004 FT FT =0.004 �T�F T + V) it IK I A 1�1 102.38 L.F.-NEW 8' PVC SAN. SEWER 2L*'' rz 4 > SAWCUT & PATCH PER CITY OF ----------------- ------- E r-G-r-- - SS VH u- STA 3+23-5' RT, HOQUIAM AVE NE : I�OQUTAMRENTON TRENCH RESTORATION wv 0AVE. N STANDARDS. CONCRETE PANELS STA 1+02.61, SEWER I WITHIN NE--4t4,ST. MAY _j INSTALL: SEWER MH N . 4 0 C'_ C� 0. (1) C E 0 2 pa C U (310 E .s 7 E (D E m:) E N + C 'E W z Wx z 0 z E. 0 z pq I FO. z REQUIRE FULL r-MINILL ILLJ ],,00,00.06N -28) R F PLACEMENT. - 3(SEE C.O.R. DETAIL NO. BR '29, 1,9 1 E: 100.9Z '00,99 RIM=*21.9-5 '02,99 0+30, 420.00' 1. E. = *24� (8 PVC, N) -1-9'- 6T -' &DE - Ir - - - - - - - - - - - - - - - - - - - - - - - - - U) SEWER 4_7 LO LLil SEWER EASEMENT Ouj 1 014 1® 0 (7.5' EA LOT) I C14� , ; ! r-�(nl I Z_ / I -,d- <1 1 -4- L-i I C) I I UJI I I < z 4�5.Q Ld I1'- 32111 0 dIF-U7) �IILO U) C� 1 Z x C14 Ld Ej� I I UJ L - - - - - - - - - - - - -- - - - - - - - ---- - - PLAN < LLJ SCALE: 1"=20' I Of X < IE: > (n 0+77, 420.00' 1 a a- uj I 28 18'-6" SIDE I 1 00 1 FEE. SEWER z 1 PER CITY REVIEW 10-7-04 1 1 Lj_ 426.0 3i .............. ............ ... ............... ......... ............................. ........... .................. .................. ......................................................................... ........ ......... .............. 1 .................. 11-0 ........... ...... ........... ............ 1 I STA 1+25 (SEWER) STA -b. 0+17.87-' LT, HOQUIAM AVE NE STA Q+00, SEWER 8" CLEAN OUT TO SURFACE PER CITY OF RENTON DETAIL I I STA 1+28.5-5' RAT, HOQUIAM AVE NE EXISTING SEWER:: MH NO. 1 LID: 425. a .... .. STA .14 2-8.:5 SEWLR ................ .................. .................. .................. .................. .................. .................. ............. .......................................... ------------ ........ .......... .................. .................. Rlm=4Z�19 ......... ---------- .................. ................... 47 1. E. = 4.0 9.4 7 (2 4'! EXIST. MAIN, W, OUT) IE: 418.9- .92 INSTAL(-:1 E.! STA 2+20.6�,5' RT, HbQUIAM AVE NE 1+20, 419. 00' SEWERS MH NO. 2:: CONNECT: NEW 8" PVC SEWER MAIN 29 --L 2 8) STA 2+38.49, SEWER 18'-6" SIDE (SEE C.O.R. DETAIL NO. BR I.E.=410.80 (8" :PVC, S) FEE: SEWER INSTALL: .................................................. .................. .................. ................... .. .......... .................. ........... 424.0 ......................... ...... ........ w.SEWER--MH--NO................... ------------ .......... ........... ...... -37- (-8�'� - -P�VC-,- N; S... ----3 ............ (SEE C.O.R. DETAIL NO.BR-28) STA 3+23-5' RT, HOQUIAM AVE .NE : RIM= 5TA 1+02.61, SEWER INSTALL: PVC, E,: N, S, W) 5-EWER MH NO. 4 .................. ........... ...... .... 07 - --�................... ............... ...........I. ............. ...... ............... +-.-.. d8 ........................... ................................................... ............................K�EEC,O�R.DETAILN3R-2)425.0 7-.z0-92% RIM=42952'f 1.":E. =4+*J-7 ":(8" PVC, N) ----------I EXISTING GRADE 7- .... ............. . ................ ... .... ............. ........... ......... ............................ .... . . .......... ..... ............ .............. .................................... .... .......... ...... ....... .................... ......... .... 420.-0 .... :11 ............... ............. .......... ............ .......... 0 PROPOSE) F QENTERLI \IE G ...... ............ .............. ............................. .......................... * .................... .................................... ...... :-I .... I .... .... 41-5.-0 ... .................. ............ ....................... ...... ..... ............... . .................. .... ............. . ................ .................. .................. ....................... .. ............... ........ .............. . .......... .................... .................. .... 41-5:0 ..... MAI� ._�3"�VC NEW $EWER ---WE R_MAI_N___ 13 913.97 L.F.-8"PVQ� -W--SE LUA 04- OJ1 1 1 �7- MAIN :C=nr)nA -T/P-T _INE 144.0Z L.F. Nr_vv 0 r_V4 SEWER m L S= 0 04 FT FT -4- b. ID04 FT/FT DATUM ELEV-�- .......... ....... ...... ........... ......... . ................ 41,0.-0 ... .................. ........ 410.00 ------- Ln ro 00 0 In Ln 0 00 m 00 co CID m N CD C) 0 W (D C� U� Ld In C'� Cq N Clq 04 14- C14 04 lq- 14- 14- ..................... ............. ------ ................................... ' 0+00 0+50 1+:00 1+50 24�00 2+50 3+00 .............. ......................... ............. ................. ............... .......... .......................................................................................................................................................................... .................. ..................... ................... ........................ .................. ...... .............. " U Nzs Azzzw �'� u I --n u to# 0000 __ j )l - III AJ* PROFILE SCALE: HORIZ. 1"=20' VERT. 1=5' J. '/'j of WAS,8,, yr coo ENGINEER: "' GRAPHIC SCALE JAEGER ENGINEERING 20 0 10 20 40 80 0734 t_;-, 10-7-04 9419 SOUTH 204TH PLACE 1 PER CITY REVIEW KENT, WA. 98031 L 2 PER CITY REVIEW 3-4-05 5-7-05 PHONE NO. (253) 850-0934 IN FEET 311 Z2006= 3 PER CITY REVIEW FAX NO. (253) 850-0155 1 inch = 20 ft. No. REVISION BY APPR. DATE NORTH SCALE: 1" = 20' RECOMMENDED FOR APPROVAL BY: Jwrzl'xvr-DATE; BY: DATE: BY: DATE: LBY: DATE: C I I-r -y- OF' I::?- 1H] 11-IT rr (D N DEPARTMENT OF PUBLIC WORKS HO Q UT" SEWER PLAN JERICHO AVE. AND PLAT NE PROFILE DESIGNED: iii - DATE: 7/04 FILE NAME: DRAWN: DBA SCALE: 1"=20' FIELD BOOK: PAGE: CHECKED: JJJ APPROVED: DIRECTOR OF PUBLIC WORKS SHEET: 1,3 OF: 24. A RCANNED OCT 2 7 2006 dcl 2 8 20u