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Home My WebLink AboutzS-3078Set00 r- C:) m n N r a � _ - -- 11 SANITARY SEWER. INFILL & WATER MA[N REPLACEMENT PHASE! 11 L- } —1- SANITARY SEWER SHEETS 2 -12 WATER SHEETS 1424 DETAILS SHEETS 13 & 25 lies � HORN N �,cwL EXPIRES S 21' 03 _ /L REVISION RECOMMENDED FOR APPROVAL 4z- % % 0. WAS7FX,A7tk UTILITY 6 6A fE 1�17 Z� 41Lf- - -7-11--% 8&17 a r PAGE AS SHOWN CITY OF EAST KENNYDALE JULY 2003 °" 2-I RENTON SANITARY SEWER'INFILL & ° "�� DATUM Planning /Building /Public wa�lcs Dept. WATER MAIN REPLACEMENT c_ Dmc LH PHASE II , -25 SCANNED HRR 29?009 R-'�O,L L ODr` 0 e� N i_ 3 SEE SHEET 3 3 SEE SHEET 4 s o / m`f I > i �I r P cFnss 10-5 o \,�^I 1p I` I 130 I 30 \` 6 IE�l' P 330.2 0 qq r °y r / C f s MH kna- I, & -3b c 1 1 I °o o; / . O I II I I / ASPHALT' R?ADWAI" ! j i fil LL "7i AN N s /W: =809. 1 I I I I ' I °{ I O I I Fi° / ��Z� v I I !' GW�� I 97 'S1 / I 1 I � i m EA # I I !� ME 22ND STREET I c P I r \ - , f O ----------- .8 SSMH R IFT � 44 'G_T u uP ' T o li �y/ cou I w e / *I- i N.E. 20TH STREET T a \ N 1 T.L. 0207 o 1 y/ I ma I' e 4 Y STW IP t i I m I L l r7— °m , / / v IT a mn o SEE SHEET 3 SEE SHEET 4 3 +00 2 +00 1+00 2 +00 1+00 ------------ - - - - -- - - - - -- --- - - - - -- --- - - - - -- - - - -- -- - - - - -- --- - - - - -- - -- - - - - -- --- - - - - -- --------- --------- ------------ - - - - -- --- - - - - -- ------------- - - - - -- ------------- - - - - -- --- - - - - -- ---- - - - - -- -- - ----------- - - - - -- _ --------- Z - NO 340= _ _ _ - - _ w °a = 340 _ _ = = 330 = = - _ = - = = -330- _ Z3 �a — — - - - E:y MH SfA 2 +57.21, €.5- LT - - - - - - - - - - - - - - - - M = 31g -3 : STING C NE GRADE _ �a _ L A,, - 170° 2'. - : F GRADE -I EX 72 EXl EX 12 330' N _ 302 ? 1 ENTQ2l1N— p WATER -WATER WATER - - - - - -- - --- --- - -- -- - - -- --- _! --_--- persnNG� ---- ------------ -- _- - ----- - - ---- ---. . -._ ------- - - - -- - - - - -- - -- ---- - - - - -- - - - -- -- -- ---- - -------- ------ - - -- -- -- - -- - --- --- - ---- -- - Ex 6.. ----- -- 0- -00------ -- - - - -- -330 320 320 j - - - - - O - - - - - - - - - - - - - EX 15" .STORM- - - CONNECT NEW SEWER : : : _ EX- 15' STORM TO EX /STING MANHOLE _ 320: IE8 "- E= 308.3 _ _ _ _ _ _ : _ "32O = _ _ = = 310 = : _ g1LFOF8p PVC @o. 310 ---- - - - - -- --- - - - - -- - ------------- - --- -- - -- - --- - -- --- ----- -- - - - - -- --------- -- - - -- - - -- - -- -------------- -------- - - - - - -- -- --- -- -- --- - - - - -- - -- - -- - -- ---------- ----- - - - - -- --- - - - - -- -- - -- - -- --- - -- - •- - ----- _ -10.3% _ _ -159 LF OF $� PV : MH #1 STA 9 +9310, 5' RT RIM MH STA 1 90.33. 4-5" LT : - MH>#i.5 STA 16 +19.SO 5� RT 310 - _ _ - :310 300 : - - = 300 - - - - - -- --- - - - - -- --- - - - - -- - - - - -- --------------------- -- ------- -- -- -- -- - ----------- - -- - -- i - - -- - --- ---- _- -- -- - -- -:- ------- _ - -- -- --- _ - - - -- NEW- 48 "MH-:-- - - - - - - - - - - : _ - _ _ _ - _ _ _ _ _ - _ _ - _ _ R/ M= 3359- + RIM - 3 26.8± - _ /E 8" W = 324.75 : _ : : : _ = = IE 8'W = 314.96 300- - _ : : : : /E 8 "- S = 324.85 _ :300 - = _ CONNECT NEW SEWER = IE 8 ":V = 315.06r ------ --- --------------------- - - - --- - ---- ----- --- -- - --- - -- ---------------------------------------------------------- TO EMST/NG�MANHOLE _ = 7E 8 "S = 3151-06 - c5 HO /E8 "E= 314.5± RECOMMENDED FOR APPROVAL y = _ _ _ 2f69- 1'=20' t' =20' °®° MD CITY OF JULY 2003 G J°" RENTON EAST KENNY ®ALE SANITARY WAS WA R UTILITY DATES EXPIRES 8 21 03 °°`sort I �,a � ' DATUM SEWER INFILL PHASE II DMC a Planning/Building/Public Works Dept. S -1 = vv vw "'li e?� N0. REVISION BY DATE APPR FT—/7 77 " °'°' NE 20th ST & NE 22tlt ST 9" : 2 25 SCANNED mR 2 9 2� CtJ > ` @ 70 z ISI-131017181 I „ -� �I a t'? SEE SHEET 5 N 1 q 1032 i I 1 1/2 STORY WOOD 1 STORY WOOD \ 1I 4' CHN LNK NC U a I 1ST LOOP EL- 3.14.9 t STORY WOOD 1ST # 2016F -L =333.3 _ \ NO BASEMENT 5 STORY WQCO 1' -E N 2024 � W /BASEMENT HSE g 2008 ^ \ 7L. FLOOR EL =338.2 uI \ 1 STO NI \ NO BASEMENT 1ST BOOR. EL =333 -3 H- F \\ T. L. 21 5 N T 005 NO BASEMEN IST LCOr C�- :.3 ' \ "'� \\ NO RAS MPNT : -� T.L.. 6 .L. 0 I STORY WOOD Lj " EHARAG IST FLOOR EL =340-1 BASEMENT \ t® V S CONC E= 328.3 >� - CB RIM =334 -60 Z \� �f IE 6" CONC S 3304 I 30 30'' \ o�' 11 311: 1 I ® BM 672 -34.A= IE 15 CONIC 5 -3238 - PT. /4641 (MIC) az DEC '� 1777uuuG o cR:.ss y; .RASS i 1 \ GRAS. C.P. -9 -1.4 (MIC) -I_ I IE 6" CONIC SE =330 4 I I f N 188906.51 CRASS \ \ ' r` 1 18909203 �� IF IS CONC N =325.4 I I f \ _ II _I I I E 1306213.55 o IF 6- CONC N =3305 / \ I i E 130621528 I I GRASS caass Iz- xc I I ELEV. - -� 15 DEc 1 I cRA..ELI ELEV. 33257 -- `Jl �. i \ Is- DEC 6' DEC I GRAVEL I arses I GRAVEL I s- DEC \ \ CRASS �J�1�1,��" I- _ I CB RIM= .77 n \ W S Tj j I DR,w 1I - i ' Io' DEG o- BEC I Q \ _ V I cnAVEEIr (a) 6' DEC IE 8" CONC 5 =335.1 I \�- / LI\ I - -�Y A� I \ 3fi CDN DR.W ___UGP � GP TEL � -- �- �UGP/TEL- GNC M W =• cCNC. W UCY --C'R2 F CL TIEA` _ - - - - cONc. WALK SD GONG W0.LN Vi.� UGT CURB & GUi1ER UGT UGT JGT CURB k GUTTER W �N. --77T--=t UGT G C D/ G 6 CI - EDMOND- AVE - / o - D G DGT / -G- _ DGT 2 s1W IP uGT W : MH / q f CO 92 ,,+,/ / M - INT. M MH#1� / I / /� ASPHALT ROADWAY - G / / CO #6 0 W - - - o - - T _ o - - - N0032'28 "E _,/ - l /"0� 1++00 w - o N00'32'28 "E o MH#Z i M o ASPHALT 183.41' \ 7 \ ° - �- - 124.15 - 1. \ T. MON. \ \ SD s \ \! SD \ \ M 8 +75.85 N \R3 O u V- \ A__ -- \i- -� -- _- - _w -_�- W- - _ - -_s0 - -�- - - -_ -- \� SD - 1+00 E._ D --._ -- so �rT` ` C' 10.4tB & G;TrER ULP \ UGP \ UGP UGP \ \ d UCP \ \ W CURB k CUTTER UGP UCA UGP CURB & GUTTER \ I UGP \ LLs- uir,�L I L cswr. wA.A _ UGP CURB & GU P.� UGP /TEL UGP/TEL C�� F� C�JTEL � UGP -LONG rLR CONC. WAIN rc - ---_- - - - -- - - -- F GRA[� �S6 "'E ul ?8' CIXT DRrv£ I8" CON \ GRASS C- (3) fi DEC / - \ VE 6- DEC CONC ORITE GP/IEL - UGP/ HNC\ o \ z \1 NEB GRASS z4" CON DR VE i2- CCN �� -./ \ ASRIALT I �� _ _ - _ _. � �- 1 /° 8" 12- cm CRASS 6 L \ -- -ocoK, f t _ lY U ^.T CRf 0_ HEDGE WDOD 6- DEC \ o I I 3'z �. / Gies / / �'\j I11! \ \ I / 30' 30' a 6- Co' CB RIM = 335.95 (`--' BM 672 -363 \ \ I IE 8" CONC E =332.7 12 DEC zo' CO, cox -7x,7 7\ \ \\ e �\ \\ \ - _ TOP OF MON IN CASE I.. ✓J V`_ _ .. \\. �� N 188784.48 \� E 130621243 ticr = L \ \. I 1 STORY WOOD I \ I AsPNUr ^iANTER EL= 337 -35 iST S�UTL�E z�E -" ' STORY WOOD HSE g 2077 HSE /{2009 - �� -GTR HSE A 2025 1ST FLOOR EL =332 9 IS FLOOR EL 333.5 - / ` 'L' 209 _ 1ST FLOOR EL =3326 W/BASEMENT SPLIT LEVEL - HSE STORY WOOD \ _ c- \ CARPORT T. L. 0020 I WJBASEMENT \ I I W /BASEMENT I NOT BASOEM EL-334-2 2 \ / l "� \ 1 STORY WOOD T. L• 0201 T. L" 0025 = T. L. 0035 _ �� VVV HSE #2425 i I T -L. 0030 * col \ ® iST FLOOR EL -334.3 - CB RIM = 331 -77 I T L 00Lf 0 �(/ / / N NO BASEMENT IE E" CONC E =329.4 - SEE SHEET 2 \ Z 14 +00 13 +00 12 +00 11 +00 10 +00 9 +00- - --------- - --- - - - - -- --- - - - - -- --- - - - - -- ----------------------- - - - - -- ------- - - - - -- - - - -- --- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- -- - - - -- --- - - - - -- --- - - - - -. - ._---------- - - - - -- --- - - - - -- ----------------------- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- -------- _ EX CB TYPE -II - : STA 6+76 -33, 11 -4' tT - RIM- 334 -6 _ - 325-4 - - - _ _ - - - - _ _ -340 - - IF 15" N ----- --- -------- ---- ------------- ------------- -------------- -- ------- --- -- --- - ----------- -- - -- --- _ _ _ _ _ _ - - - E 15" S .---- _ - - - -------------------------- - - - - -- - - - -- ------------------------------------------------------ - - - - -- ---------- - - - - -- - - - - -- - - 340= _ - _ IXISTWG CENTERLfNE GRADE 330 - - - - -- - - - - - -- -- -- - -- - - - -- - -- - -- - -- -- ---- - - - - -- -- - - - - -- _ - -- _---- - - - - -- - -- -- - -- W - _ - _ : : : : = : _ _ sT9RM 330 z = _ W : - _ - _ - - 118E 8 P - - -- 320 W _- - - -- -- _ - _ _ _ --------- ----- - -_ - -- _ _ _ _ _ -_ _ - - - - - -- _ -. - -- - - - -= 320: - - - FUF VG�a 0.5/ - - -- 53LFCF8 "PVC -- - - - - -- -- - - - - - -- - - 303LFOF8 °PVC@0.5% _ __ _ - - 101E . F8 .5 - - - - - : FO "PVC 0 % MH#2 STA 8+72.75, 5'RT MH #1 STA 9+9510 5 RT 31 -0.. - _ _ _ _ _ : _ _ - _ _ _ RIGA -=333 8±- _ _ 31 -0 Q _ _ _ _ - MH #7-STA-1 _ R!w4 =M/� _ fEB "!►� -3254 G® - STAB +1775,5`RT 1 +78:32; 5' RT CC #2 STA itff ?5 5' RT :NEW 48 "- MH - RIM =33597 _ - = i NEWaO _ /E8 "E= 325.5 NEW -C.O. /E 8 "" N 3317.56 : : : : _ : !E 8" S= 324.85 : / S 300 - _ _ _ _ _ _ _ _ _ _ = = : _ - -- 300: - - -- IM - X34 8± E 8'32554 RIM ° 338.6± - 8" N 31817 IE 8 "S 328.13 L HO/s� - - e _ RECOMMENDED FOR APPROVAL r7•Kl/ s'n` PACE _ lam woi+Lan JULY 2003 01 DN 1 ° -20' CITY OF EAST KENNYQALE SANITARY _ RENTON JDN �.- DATUM SEWER INFILL PHASE II � w WASTEWA ER UT%LIf Tl D TE EXPIRES 8/21/03 °eJ°ap� F � Planning /Building /Public Works Dept. S -2 w NO. REVISION BY DATE APPR pi► W e� >0% EOMONDS AVENUE NE 3 °w.25 I SCAN NED MR $ 9 2 C Q S'- 'h v7� s' S 3 ToT V ! z t f z Allfth R-� CID r- c:) cv) SEESHE.ET6 1 SEE SHEET 9 c� a- E4 \y I STORY WOOD 1, 'e" OF 8 10 m III A HSE 1 2208 112, T Ll 225 EST FLMHEL-327.4 N 0 BA A ID. N 0. Lu _j 20' Lu CN2 0 CI3 RIU=325-49 IE 9- CO NC UW=324-2 5Z 0- N., IL-411 LUE 11 7 40 1 0 3: CN LUji Z-, CM L LU m II 88,2 W VE 0� S"j, s DR- - Ll. SWPE 1— , j I CHN JCT CT C�/_ CONC. [rD01J Cma —C —K A T�— w" CC- wm UGT CC— GT COT U.T UCT C G G UGT C) 2" STW IP -01) -0 C) to -1 EDMONDS AVE. N.E. com &&15 tu MH #8� ROADWAY, IN!0Oj3O`-WE 189.0Z ASPH AtT ROADWA) X 609.237 INT. PT."" NT. EDMONDS & 23RD TO EAST j- 0 Lu 19+81.66 IN INT M 1+00 W ONN 14+80-72 N 7+92-64 uj 1 +00E N-m 0 N I sb-_— _j+O9_E al 127 Cl 11� w w -Lu uclp w —0 ASPHALT ROADWAY I Z --7w �—, —CCp Cw CURB UGP & -UGP/7 —Cp/1EL—C 1 93 C— p CON. waLK IV i c - - - - - cp6-- —m — — — ULGP/TE COK -7� t -A- I fut DEC GRAWL AM A- DEC CONC. CIAM) C-- OR - 4 1 cl 11 Ll UB 0 DEC AM T. L. 0 125 a AM C RIM =326.77 111 15" COONC S=318.0 ESE # IF V- C SE 320.4 cB 2 7 CONC N=3179 N Lu IF 8-,rONC E- 1ST FLOOR EL 331.3 w w ,ST FLOOR EL-330.7 w RIM=j HSE # 2125 ONC IE IS SPLIT LEVEL SPLIT LEVEL CN Lu lo I STORY WOOD HS FLOOR # 2 33 1ST FLOOR EL-327.6 T.L. 0010 T.L. 0015 I SE CID NO BASEMENT STORY WOO 2217 uj T.L 0120 2 ITO I WOOD 'I'ST LOOR EL=331.5 (n/ z TISF #R2225 110 BASEMENT T.L. 0005 IST FLOGR EL� W/ =3 �3 BASEMENT T.L. 0122 f -I ro S-m,3047804 EX CB TYPE-11 19+00 18+00 17+00 16+00 15+00 STA 14+74-84, 1047TT 14+00 -------------- ------------------------------------------------------------ ----------------------------- ---------- --- --------- ------------------- - - - - RIM -'32B--47 - -- - - - - ---- ---- --------- --------- t7A I STA 17 +8269, 102' LT IE 15- N- = 319.5 E 15- S: = 319-6 !RIM= 3+28-77 - 118- IN - 3,17.9 S 330 5 - 3-18-0 330: : .... — Lu ------------ --------------- ----------------------------- ------------------- -------- --------- ----------------------------- ------------------- ------------------------------------------------------------- ------- ------ --------- EXISTING CENTERLINE GRADE uj- cto tj EX 15" STORM coi 320 320 1 .... ......... — ......... --------- --------- - --- -- --- ------ -�i -1, �:, - S T G,� M --- - ----- --- -------- --------- ----- --- --------- ----- IE 8'S = -315.06 ----------- --------- ------------------------------ -------- ......... --------- --------- --------- --------- --------- --------- ---------- ---- ----- --------- ........ ......... 290: --------------- --------- --------- ---------- --------- ........... ....... ......... ........... --------- --------- HO 62L-F OF 8-PVC 1@ 0.5 % 167LF0F8"PVGc& a5:% — -25 25 130 LF OF 8'PVC- 0 0- 68 Z........................... 310 310 IS1=0 : 7 PArE JDH - -------------- : - ---------------- --------- --- --- --------- - - -: .... -- ----------- - .... : --------- ------------------- ----- --- ------ --------- --------- --------------- EAST KENNYDALE SANITARY --------- ------------------- --------- --------- ------ --------- ---------- .... --------- ..... ..... CO #3 STA 18+55, FRT MH #8 STA 17 #9054, 5R T - li MH#5STA 16+19 80,5'RT MH #6 STA 14+85.6Z 5'RT "n t NE- W C. 0. - NEW48'MH :NEW4rMH = = NEW48"MH MY = 327 0-+- 300 RIM 327 0-+ ------ RIM = 32� 8-+ RIM = 328,6± 300- : - - ------- ------ ------- iE- &S-31&31 ------- --------- IE --------- ----------- B'S=3150 --------- --------- ----------------------------- ------ ------------- :IE8!'-W-z3l4W--: ------------------- IE- 8"N = 315.94---- --------- --------- --------- --------- --------- -------------------- .... 219-0 ................................. RECOMMENDED FOR APPROVAL ZL7�3 WAS WATER UTILITY DATE w-*,o - &7• Apf 1 .6 a �- - /E8 -N =31600 IFS N= 315.08 fE8 5- 316.04 IE XE 316. 00 IE 8'S = -315.06 = = IE 8'E =316.04 ......... --------- --------- --------- --------- --------- --------- ---------- ---- ----- --------- ........ ......... 290: --------------- --------- --------- ---------- --------- ........... ....... ......... ........... --------- --------- HO WA — -25 25 Z........................... SCANNEDmAR 2 9 2dft IS1=0 7 PArE JDH '' 1=20 CITY OF AR RENTON EAST KENNYDALE SANITARY JULY 2003 LL li ,DH "n t SEWER INFILL PHASE 11 (EXPIRES 8121T03 DMC - VEF. I I— Planning/Building/Public Works Dept. S-3 NO. REVISION BY DATE APPR LH -- EDMON AVENUE NE — -25 25 SCANNEDmAR 2 9 2dft IS1=0 7 LL li 'ask "n co f� OMM I f °oo �tnz� y - _ ASPHALT / N r L o rml Z ) I r21sET# 2006rcK / w <, I Al 1ST FLOOR =359.1 30' 7 30' ASPHALT \ \I �r W /BASEMENT T.L. 0085 J ill I a T.L. 0010 i T.L. 0015 = T.L. 0020 T.L. 0025 I T. L. 0030 MASS y r \ 1 m aNT&I 7p fI - i STORY WOOD J I Z I 7 SiCRY WOOD I HSE # 2600 p`.. HSE ,y 2516 I 75T FLOOR 342 7 I I • ' � a I I I �/J�f // 1ST FLOOR EL -341 -3 1 STORY WOOD W /DYLIGHT 2 STORY WOOD a p I �/ /' - - 1 STORY WOOD `m' ASPHA T I rjl'/ // > I, NO BASEMENT HSE N 2524 BASEMENT IN BACK HSE @ 2616 < 0 I ¢ ffi T. L. 0080 J I f iS7 FLOOR =341.6 E/ - FIN FLOOR ® HSE /f 2fi24 \ / `-" u / I / I� 1ST FLOOR-348.6 I W /DYLIGHT I IEyy DYLIGHT CL[i:!!CL1s:!![ I BASEMENT -343.7 I W /BASEMENT ° \ 2 STORY WOOD / Z II n T BASEMENT IN BACK % HSE it 2004 �i // ' �� / i''% / / / / / / //I GRass ° I FIN FLOOR 1 - I U °I� I \ o DYLIGHT , CRASS - / zz' Decl F \ O BASEMEN T =356.3 m - -- n A9 w+ mass sII CRASS I cRavcL p `f : eauc. I 0 3I GRass� 1 t`� ASFHALi I 12 CON t> / f QtA45 IB -` _ _ _ ! y 1z c« DR I/ DRIE I I sr 1s -is D4F ` �I c-c. GRASS R =20' �\ �� I� / / I 0 �l F I Drove s- -1D- Dec \ „� s}Io c- GRAVEL T -'�° - -� - - NrE �I �\ BM 672 -36.B \ 1 a aw L�_K FNC /\ SET SET RR SPIKE / D D oHP { DcT VGT \D ! / IN UTIL POLE EL= 349.71 MB B /U I I TAT` UCi UGi DHP s ("1 qe ------- mTno � w I .I N S88'19.43'E 480.06' SPHALT ROADWAY / INTIMON � A o i W i ASPHALT' ROADWAY \ e� SPHA C NC. N 2 HSE WOOD \ G- � S+I79.61 \ DIVE � HSE y 2640 _]__ _ `� FIN FLOOR I i / \ \ - G _ z -.stw IP G -= \ \ INH�3. \\ '� O DYLIGHT G \iG \ G \ M \\ MHO 'BASEMENT =36t.0 / e F % 'G.ASS yL m� 1. 3c; 1 % cwAss I uzAK i rwrc "TR i ° ASPHALT i' J1 i i = J vRlvc 7 \ srw DRlve a,, I ' e GRASS MB I DRIVE L yI R 1 I 0 C f IB 9 DEC T C GRA GRAVEL 2- IP Iti GRAIL) I o ICE i RR w T.L. 0075 z 4 WOOD FN✓ 4- CH LNK FNC / 1,�1.' GATE _ ASPHALT / y RA55 p� I '�/ d WOOp fNC -1 �- �- 'T`• -°- L0 (`T ; _ ✓� IIY.E� 20117 ? �- -�- I- -- DRIVE CE RIM _ q {' CA) E 8_ CONC, W i ,:' / I J r STREET I o r cRass,.. F '.. I I /CRASS { I ^ caass I '% i \ _ GRass n p E s COx --,3a 1 ! . I l^ ! I caass q s a // n` I I I I I _ I I I y 669-1.5 (Mlc) a 0 f- N 788770.58 / ELEV =347.57 \ E 1306691.83 / I / I '.1 STORY WOOD T. 0070 " I 30' 30• I l / 1 STORY WOOD 7 STORY WOOD / / STORY WOOD \ i HSE 2533 HSE 2609 1- STORY WOOD 'HSE /{ OR 'rF HSE .2641 1ST .FLOOR EL 359.2 pNC_ " -- - - I LIST FLOOR EL-342.5 1ST FLOOR EL =341 -6 _ /, HSE # 2625 _ 1ST OOR EL 357.9 - - NO BASEMENT t STOR1'BRICK / - NO'BASEMENT I NO BASEMENT I / 2 STORY Yf0JD I NOTBASOEOMENT- 350 -0. NO BASEMENT - - HSE # 1916 - FISE # 2617 _ 1ST FLOOR-344.3 - 7ST FLOOP.=348.9 /��j W / BASEMENT I - W /BASEMENT T.L. 0065 \ \ T.L. 0035 _ T.L. 0095 T. L. 0050 I T.L 0055 T.L. 0060 \ 1+00 2 +00 3 +00 4 +00 5 +00 ------------- - - - - -- -- - - - - -- ---------------------- - - - - -- --------------------------------- - - - - -- ------------- - - - - -- --- - - - - -- -- - - - - -- ------------- - - - - -- --- - - - - -- --- - - - - -- ----------- - - - - -- --- - - - - -- --- - - - - -- -- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- ------------ - - - - -- ------------------- -340 EY. 5 I •. TES' _ - _ IXISANG CENTERLINE GRADE _ _ - 340_ -- ----- --- - -- - - - --- ------ ------- - - - -- - - - --- - -- - - -- -- - --- -------- -- -- - - ---- _ _ PROPOSED 8' WATERMAIN -330 R = : : : : : : = niH 4srAS +75�z,3�RT 330_ E �.� _ _ - _ - - - -- - - - - -- - - -- - - --- - -- PV °10 _--- - - - - -- --- - - - - -_ - . . ----------- :---- - - - - -_ -------------- -------- - - - - -- - - - - - -- - - - -- ��o - �,,..T a .�.: : - - - - - - - - - - - NEW�FS "MIM- - - - = ?53 LF OF _8` RIM = 348.01 = 299 4F OF 8" PVC @ a5 % : : : : : : : : : : : = IE 8" W = 334.85 -3 2 O = - - - - = _ _ : : : MH #3 STA 4 +18.05, 3' RT _ _ _ _ : : IE 8`N= 334.95 ------------------- _-------- -------- ----- --- - -- - -- ----- _--------- _---- - - - - -_ _ _------------- ------ _ - - - -- - - - NEWB "MH _ _ : MH #2.STA 8 +M75, 3' RT : : : : - - - _ RIM = 343.51 - NEW 48" MH _ - - - _ _ _ _ - _ - - -310 R1M =33781 : : _ lE8 "E= 327.19 _ _ _ _ 600 = _ = 7 +00 _ - - w - ------ ---- ---- ----- ---- -EXISTWG-GENTERLGVE GRADE = - - - - ----- --------- -IE8 N =32544 - - -- : IE8 "E = 325.54: IE 8"S_ = 325.54 = _ - - - _ - _ - - - _ - _ _ PROPOSER 8" WATERAIN CO 01 STA 7 +00 5'LT :340 _ - -------------- - - - - -- - - - - -- .. -- _ - - _ - ----------- _ _ NEWCO HORN RIM = 350.0± oT WAS - MH #4 (SEEASOVE) o - : IE 8"S = 335.51: RECOMMENDED FOR APPROVAL �n z = 200 121LFOF8 "PVC @05% - - - - SPACE tom wo'.1en°ms1 JULY 3 �c/3,ra D� , ° =2D CITY of EAST KENNYDALE SANITARY F7 JDH RENTON R (wAL _ A v JDH DATUM SEWER INFILL PHASE 11 `° WAS WATER UT/L /TY DATE EXPIRES 8 "21 03 Oe DM0 Planning /Building /Public Works Dept. S -4 N0. REVISION BY DATE APPR NE 20th Sr & GLENWOOD AVE NE 5 X25 7M eaO�^ Q SCANNED t AR 2 9 nimik i 411 E PR 2 1� 00 r- a C? I,- c\j lei 60 T.L. 0020 I T. L. 0030 I T.L. 0040 I T.L. 0050 T.L. 0060 I I T. L. 172 T. L 158 ,STORY WOOD I I /7q- HSE # 2216 j ,ST FLOOR EL=328-6 J, 7777 NO BASEMENT /7 /7 /7 WOOD/ I/ STORY W.171D I STORY 1 STORY WOOD HSE ff 2601 HSL #2609 HSE �0" �Lc ST FLOOR EL=330.9 # 2617 1ST FLOOR EL-330.2 1ST FLOOR EL=330.3 HSE # 2625 W/DAYUG.4T W/DAYUGHT No BASEMENT I 1ST FLOOR EL=330.3 BASEMENT BASEME T NO BASEMENT q 5-0 07806 01 SEESHEET2 RECOMMENDED FOR APPROVAL WAS ;&A-7tR U77LITY ATE w wo ..v v -P&P 1 .6 A-- ......... ................... --------- ------ .. ........ H ................. —PACE CITY OF JDH EAST KENNYDALE SANII ARY ON ,DH AL It RENTON [EXPIRES 8/211/03.�j I Planning/Building/Public Works Dept. SEWER INFILL PHASE 11 DMC S-5 NO. REVISION BY DATE APPR NE 23rd ST 6 25 SCANINEDI MR 2 9 -101111!lk JSJ-131017pm 1+00 2+00 3+00 4+00 5+00 6+00 ----------------- - -- -------- - - - - -- --------- ---- ------------------------ --------- --------- ------ ---------- ---------------- ------ - ----------------------------- ------------------- : -- --- --------- ---- - --------- : --------- --- ------ --------- --------------------------------------- EX CB STA 4+22, 13' LT EX CB STA 5+25, 13' LT j:XX CB STA 6+19, 9' RT --------- LX CB JA 5+25, 9':RT �, ci 330- 330 ------- -------- Ex -- 4 ------------------- :EXISTING CMERLINE GRADE EX 12 07M ------ �,�_EX12 S�T�� - X ------------ I FX 8-:'T--,PM PROPOSED 8-:WAMRAM LJ 8" STORM 320 n: --------- --------- --------- --------- --------- --------- --------- --------- --------- ------ - - - - -- -- - - - - -- ------- ......... 32& ------- --------- ----------- ---------------- ---- --- -------- ------------------ --------- --------- ------------------- --------- . rn - 451 LF 578"pvc W % 310- 310- --------------- ------- --- -- --------- ------------------- --------- ----------------------------- --------- --------- ......... ---------------------------------- ---------------- --------- ------------------- --------- ------------------- - MHA9 STA 5.4fiO, 2'R T ----- --- mv Ay sm �7+90.&t 5- RT NEW4rMH I NEW48'MH RIM= &w. 0-+ 300- RIM 327 0-+ 1E 8" W ---; 318.26 300: ------------ ------ ---- IE 8:N 316. 00 ---------- -lEeE- ......... ------ ----------------------------- --------- --------- -------- ------- - --------- --------- --------- JE 87.E=318-36 ... ......... ------ ---------- -------- 316-66 - IE 8":S = 315.90 290 . . ........ ---- -------- --------- ------------------- --------- --------- --------- --------- --------- --------- --------- ......... ......... ......... .............. 290 - .............. .... RECOMMENDED FOR APPROVAL WAS ;&A-7tR U77LITY ATE w wo ..v v -P&P 1 .6 A-- ......... ................... --------- ------ .. ........ H ................. —PACE CITY OF JDH EAST KENNYDALE SANII ARY ON ,DH AL It RENTON [EXPIRES 8/211/03.�j I Planning/Building/Public Works Dept. SEWER INFILL PHASE 11 DMC S-5 NO. REVISION BY DATE APPR NE 23rd ST 6 25 SCANINEDI MR 2 9 -101111!lk JSJ-131017pm • ao 0 M N G w 0070 I I I I I I - STORY WOOD SE L2303 2303 1ST FLOOR EL 3', O BASEMENT T.L. 0120 T. L_ 0080 T. L. 0090 T.L. 0100 i I T.L. 0110 i I T.L. 0130 +--. ' I `CB ------------- - - - - -- --- - - - - -- ------------ - - - - -- --- - - - - -- ------------------ - - - - -- 360 ----------------- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- -- - - - - -- = _ _ _ = _ _ _ _ _ = = _ =360 - ------------------ 0 = =.EX 6" WATER - - EX 12" STORM - - - - 350 = _ _ _ _ = = _ _ _ _ :350 -- --- - - - - -- ------------ - - - - -- --- - - - - -- ----------------------- - - - - -- - -_.... - -- -- - - - - -- ------------- - - - - -- ----------- - - - - -- - - - -- - -- -- ------------------ - - EX CB ;,TA -8 +61, 3' RT - - - OPOSEO $° A� -EX CB STA €3 +61, 13' LT- - PR _ =3- 40 W _ _ : _ :340 ---- - - - - -- ----------- - - - - -- - -- -- --- - - - - -- -- - - - - -- cn CENJ GRE EXFSTING - z = MH#10 STA 9 +90, 2' RT = _ =330 U w _ 55_ T ..__- ... _- _ _ -------- ----------- - - - - -- ------- - - - - -- - - - - - -- ------------------ _-- - - - - -- X5 OF VC 426 LF /E &" W = 342.10 = :320 _ _ _ _ _ _ _ _ = :320 HOn,N RECOMMENDED FOR APPROVAL rn _ -------- ................ 23169"`£ ' 1°_20. R°,,., CITY _OF �ul_Y 2003 a,sT, JDH EAST KENNY ®ALE SANITARY jjz f�10lWL� � � RENTON. 7Is /I"/3 JDH 6� .� owaxD a WA3 £WATER UTILITY 'DA EXPIRES 8 21 03 ,� DATUM a7ElIVER INFILL PHASE II ouc a�wcsac l Planning /Building /Public Works Dept S -6 � arc Wol 10V �♦ �f %� NO. REVISION BY DATE APPR 9°"" 'a' NE 23rd ST sWEB 7 X25 SCANNED MAR 2 9'am* Cp j— 3 07,107 -131017181 7 MIULL ;t ® . 1 _ _ R -00 v -c 6' WOOD ENC + m u m v m a 4c. WALK - I 6- WOOD E= w STEEL - DALE .� 9" DEd 67' WOW ENC GAtE GUTIER AS�HALT ROADWJY 1 0 _ ry ✓ a v � u n � 6" CH WK I I 1 S$$•I$. 'E m URB &G R W � ROADfIAY Y J j o — o 3% l 0- / O t MH I I I a:ALr "-c aHP 1/ WALL �— S "'E id' DEC/ /iASPHALi 10 "XEC / DRIVE 12`R- LRiSS / / IB- COlY GRA4_ GRAVEL 3 DRIVE ,.._ w % (3) 3- DEC cD��y,"../ D y CB RIM 34,10 IE 12" CGPREAP I / T_ cxAVU- 2a- Wes/ V / �11 /RFiE S SN . l X58.6 v 1(2N- C014 i T.L. T.L. 160 T L _ 161 26 DRIE < i I I T.L. 138 T.L. 199 i 1 STORY WOOD HSE $ 2701 - 7ST FLOOR EL =335.3 - 1 WOOD 77 / i STORY WOOD - 2725 I PARTIAL BASEMENT IN BACK STORY 'HSE A 2709 1ST FLOOR EL =3422 I Z STORY WOOD ..HSE a iST FLOOR EL =350.6 I NO BASEMENT 2 STORY WOOD - HSE N 2801 1ST FLOOR EL =360 _ NO BASEMENT I HSE 2717 1ST FLOOR EL =347 5 NO BASEMENT.: -7 I SPLIT LEVEL W/ _ BASEMENT I I - _ I I Cb ! +► 7 7 +00 8 +00 9 +00 10 +00 11 +00 ------------- - - - - -- --- - - - - -- ------------ - - - - -- --- - - - - -- ------------------ - - - - -- 360 ----------------- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- -- - - - - -- = _ _ _ = _ _ _ _ _ = = _ =360 - ------------------ 0 = =.EX 6" WATER - - EX 12" STORM - - - - 350 = _ _ _ _ = = _ _ _ _ :350 -- --- - - - - -- ------------ - - - - -- --- - - - - -- ----------------------- - - - - -- - -_.... - -- -- - - - - -- ------------- - - - - -- ----------- - - - - -- - - - -- - -- -- ------------------ - - EX CB ;,TA -8 +61, 3' RT - - - OPOSEO $° A� -EX CB STA €3 +61, 13' LT- - PR _ =3- 40 W _ _ : _ :340 ---- - - - - -- ----------- - - - - -- - -- -- --- - - - - -- -- - - - - -- cn CENJ GRE EXFSTING - z = MH#10 STA 9 +90, 2' RT = _ =330 U w _ 55_ T ..__- ... _- _ _ -------- ----------- - - - - -- ------- - - - - -- - - - - - -- ------------------ _-- - - - - -- X5 OF VC 426 LF /E &" W = 342.10 = :320 _ _ _ _ _ _ _ _ = :320 HOn,N RECOMMENDED FOR APPROVAL rn _ -------- ................ 23169"`£ ' 1°_20. R°,,., CITY _OF �ul_Y 2003 a,sT, JDH EAST KENNY ®ALE SANITARY jjz f�10lWL� � � RENTON. 7Is /I"/3 JDH 6� .� owaxD a WA3 £WATER UTILITY 'DA EXPIRES 8 21 03 ,� DATUM a7ElIVER INFILL PHASE II ouc a�wcsac l Planning /Building /Public Works Dept S -6 � arc Wol 10V �♦ �f %� NO. REVISION BY DATE APPR 9°"" 'a' NE 23rd ST sWEB 7 X25 SCANNED MAR 2 9'am* Cp j— 3 07,107 -131017181 7 MIULL ;t ® . 1 C) C? t- N I I I I I I I I I I � I � t I I I I I 20' -380 -370 -360 -350 -340 2O�CON - #14 F- r- - - '- ..- ..- .. -.. -. I -�- - I - - - - - - -- i STORY WOOD HS[ # -276 III FLOOR EI. =387.7 Ni BASEMENT i T.L. 210 _ N T. L. 233 i I `li yvyv�.�y vvvyvv v \ I I N \ I 32" COrv2 -_\ I _ i. STORY WOOD T L. 200 : I STORY WOW HSE # 200 HSE # 2532 IST FLOOR EL 386.4 TST FLOOR EL =3824 I STORY WOOD I I NO BASEMENT \ NO BASEMENT _ HSE # 2124 iST FLOOR EL-382.1 -19' cDN I p NO BASEMENT 2 Cl 8 T L i o.O- SI - - -- - -- - -- BM 672 -318 FIND FIR SPIN W. FAQ UTH- POLE EL=66.56 P .L 188 _ _ - m I - I 24- CON 2R• CON NI �r b CB RIM 376.00 IE 8" CONC W =372.7 _ I p I R cv v ��wvv �v vVv`v _ �2 M \ \ \ \ \ \ } HARRINGTON PL ME - I I ! I r m -S w I_ « GRAS I 3a• \• �� \� `\ _ A_ -\, DRfK 3�3iG - ` -� _i �. - - - -1... �9 GRAVEL. �. DRIVE I `.. -. - - - -. - - -. -7� - J_CON �P _ `c _ _ _3 - _ - - / T - ® 0 SALT GRAS_c\ � ASPHALT GRA55 _ Go I \ -401, 81 \ \ 3I8 I � � 0'P � OHP y, I' to / i I w , w !. i'RAS� -..1 c4 I N © _ _ _ 3' CON MB Y P GRA r - .- ---- i— — — — — — — N00 30'36"E .n 7 o s�7aL7 456.29' —� -- — — 1 �1t \\ I\ \ '� N A PHALT ROAD AY Mf1ii2 n In O \ N GRA L \� 1N7Et Ci ID M9 O MH#1/ 3 cli I. O� \ \ J r � \ \ \ \ \ MT \ lH- CO N I ORI - E - � [ f� Gi Ra VF - -GONC - �\ e a« .• ASPHALT ROADWAY 5+56.94 S 5+00 W _ORA L L -- CD117 ROIE YDN \ 14 CON Co. al 1 +OD 11+law ` ~ , S I I / oR �AN>Fx cxcss I¢b�I�I'y_ p 672 -3.1 (10CJ �.CB RiM =375 75 _ PLANTER J I I a �y 12 Z N 189671.45 IE 72" CONC S= 372 -4 "> E 1307231.09 - \ \ IE 8" CONC E 2 =374 3sz5s\ E 12° coNC N 3723 \q / I — J000FNC o pNOa Q �� - w - HSE # 2209 \ - \ t STQP.Y WOAD t� W II I !I \ I \ p IST FLOOR EL =376 7 HSE 2125 N W 9 `I ,- W� BASEMENT IST FLOOR EL =381.3 I I .� \ �j 3 NO BASEMENT ?\ N T L. 187 I ..,{ I I STORY WOOD i �/� W T. L. 24 - HSE ST FLOOR7EL =3772 _ E J I I NO BASEMENT \\ 1 N I I In ' ✓ = u I s T. 308 _ T. Ti35 �� ` 1111 ! i fF(I�Jr r - - -1 +0 ---- -- - - -- ---- ---------------------- - - -2-� 0- ------------------------------- _------ 3 +- 00 - - -: ---------- 4+ 00----=--------------------------- _- - - - - -5 00 - - -- ------------- - - - - -- -- - - - - -- '° - - -- -------------- EX CB STA 15 +57, 24' RT - Ex CB STA 15 +87, 1' RT - - - - EX CB STA- 13 +91- 16' RT - - - - - - - - - : - ------- ----- - - ------ - - -- --- -- --- ---- --- ----- -------- - --- --- --- --- ------- ---- --- R - -- - -- - ---- --- - - -- --- ----------- -- - -- - ---------------------- --- - - ----- ------ ------ ---- --- ----- EX 17 STORM\ 3 Q O I EX.- &'-S70 h ` - _ — �ST7NG— CDyTERLiNE GRADE J U EX- 12,. STORM - PROPOSED 8- WA7FRMAIN _ _ _ : :370 - i --- - - - -- -------- - - - - -- --- - - - - -- - - - 370 rX % -2" STORM - _ - - - - - - - - 299 % l E9H #13 STA 5 +62,: 5' RT - 318 LF OF 8" PI/C G = _ _ : NEW 48" MH - - - - -- = - 7_ - - - - -- ---------------------- - - - - -- . - - - - -- --- - - - - -- ------------------------ -- - - - = - -- E -8"N- 31.90 - --------- ------ -- - - - - - 363 A 135 LFO8 1E 8" E = 372.00 _ I - MH #11 STA 1+01, FRT : : MH #12STA2 +40, 5'RT : : : : : - : REMOVEEX. CO AND — — : =NEw48 "�,H = = = = 5 00 W = = = 4 00 W=---------=-- - - - - -- = 3X00 - W = --- - - - - -= : REPLACE WITH NEW 48" MH : _ : : RIM = 374.3 : : : RIM= 3630+ _ _ : - _ =1E 8'N = 3623 - - - - _ _ _ _ = MH #14 STA 3 +48, 3' RT _ /E8 "N= =357.3_+ : _ : :IE8 "S =3624 : : : : : : : : : : IVEW48".MH ------- IFS "S =3574 + - - - - -- _ _ _ _ - _ _ ------ --- ------ - r _ - _ _ - -- ----- --_ --- EX /STING CENTERUNE GRADE _ _ _ _ --- - - - - -- 380 = RiM -382o 380 HORN PROPOSED : E 8 W = 74.00 - - 53 LF OF 8" PVC Q 1.31 %m : J _ 8' WATERWN 3 c - ' 370= 1 - =370 = RECOMMENDED FOR APPROVAL l " 7 3 H - -- �� EXPIRES 8 21 03 --- ----- -- ----- -- ------ - - - - - - -20 ' DATUM CITY OF RENTON Planning /Building /Public Works Dept. EAST KENNYDALE SANITARY SEWER INFILL PHASE II HARRMOj PI. NE & NE 21A ST APRI L 2003 DH 1 �DH WAS WATER UTILITY A � al _� 1 �" "° S -7 NO_ REVISION BY DATE APPR "� 8 X25 L L: 'FE -'i AimI SCANNED MAR 29 -amif CO © S - 3 O 7 Q V co cr) 1-� c\l SEE SHEET 4 W, 1150 I STORY WOOD m 1`w » i,N N /^ / j / ' / / / \ \ —\ / J �� n— o � Iq� 1 I II 1I 1 I-m j � I I c 1 i ' I j f z Y ! i j ) �/ l I'i I i I ! Dm \ ioNA 7 y y 7 ro W � ; ' ��I w m w m` .i = °, \ ' \ 9 N - ! 1 I 1 � m ! I I '' 'x'U � i �I l j �I �' J _ - G R_ ass — W = 2 - -Ca ty. * _�- 3 : =FU \ C ° � > ! I ! I - GORRrvAVE E L I I I I h � °o � , � . —.-®.. e `- - G HSE # 2524 1ST FLOOR EL=329-1 NO BASEMENT FSTORY W" T.L 149 HSE # 120- 301 I /-CB RIM=327,78 1 1 STORY WOOD 2 -301 4E 8- CONC S=326�3 1ST FLOOR EL=329.3 HSE # 2616 0 NO BASEMENT T.L. 150 T.L 141\, ST FLO 2 / 7 / 2 DILIO�RTIBASEMENT N 0 ASS MASS VACANT LOT W/HEAVEY BRIJSH) \ _ __ _ CRASX' N.E. 22ND S7REET 'IA;l 3• WRE MC T -7— L 6' ClwLll-T-CZ—ll 0 c� Fj B - MB MB w 41 sl� DGE MB/ MH#W 730.67' C, ROADWAY ASPHALT - �\ -E - +�-- - -4 0 t'b # 6�R EL 'S' 'L 'M_ 'T 10 LBASE --:4 2• GALV /WL RIM=3�� iE 15 CONC: S-k19J3 Z -C KT� ./s, - .. - - - MAWL !E S' CONC SE-3%.2 ;T.D I.C5-- DRIW a' DEC HL —i5" 00�c-hl--31. 5 1 / 50i 30' --Jl I 1 DE REE 1 DEE C� 6 8'D CONC W=324,5 GRASS DEC DEC N_ -1E 8- �ONC 3246 EL-X x ARAGE I STORY WOOD MASS D HE # 212- 1ST FLOOR EL-332-2 3 F/77777777/777/777//�- I STORY WOOD H SE 2617 T. L 73 H S 7 Ry rl HSE 21.9 1 ST RY WOOD NO BASEMENT '�EM 0 FST NO BASEMENT __E "T FLOOR 'L 132 8 1ST FLOOR EL=334.4 SE # 2625 i NO BASEMENT 1ST FLOOR EL=3 6.3 4 NO BASEMENT 1. JW T. L 180 3 T. L 171 T. L 170 T. L. 165 P SEE SHEET 4 ----------------------- 330. 320 310 300 290 5- 307809 1+00 2 +00 3+00 4+00 5+00 6+00 --------------- -- ------------- ------------- ------------ - -- -------- ----------- ------- --------- ----------------------------- --------- --------- ------------------- ---------- ---- ----- ---- - - ------------ - -------------- 330 ---- --------- -------- DOSMG CfMM?t INE- GRADE- ---- ------------------- ------------------- ---------- -- ------- - -- ------ ------- - --------------- --- ------------ --------- A --- ------- --------- PROPOSED 8- W*TERMAIN ---- -------- - - ---- -- -- ------- --------- --------- ----------------------------- -------- ---------- --------- ------------------- --------- --------- ------ ........ ......... 320 --------- --------- 411 L F 0�8- PVC 9 1.45 % UH #15 S TA 5+20, 5L T - NEW46MH RIM = 328.6.± 310 -- ------------------- ------------------------ --------- ----------------------------- --------- ------- --------------- --------- ................... ......... --------- --------- --------- IE8'W- 322'00--- --------- --------- --------- --------- MH#6-STA 14+8362,5RT IE 8'E = 322.10 NEW46'MH RIM = 328.6± 300 ------ lE8'!N=315.94-: --------- --------- ------------------------------------------- --------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ------------------- --------- --------- --------- --------- 1E 8'S: = 316.04 IE8'E=31504: ............ ......... ... ----- --------- ------------------- ---- ---- --------- -- - ---- --------- --------- ------------------- - I ................. 290 ................... .... RECOMMENDED FOR APPROVAL WA S TE; ,YjRER UTILITY DATE ov wvbo - $' —$019 . ............................. ----------- PACE 111 2001 0 C/ JDH E SANITARY 2M69 1 -20' CITY OF 1 EAST KENNYDAL 'CNAL RENTON J. SEWER INFILL PHASE 11 DATUM JEXPIRES 8 Planning/Building/Public Works Dept. S-8 NO. REVISION BY DATE APPR NE 22nd ST 9 -25 LH F7 3FO SCANNED MAR 2 9 2og�pr 0 -T 'R I 00 0 M h I . a � I T. L. 306 1 STORY WOOD HSE # 2702 T.L. 198 i 1ST S EL -339.5 I ' NO BASEMENT E / i S TORY N.E. 22ND STREET HSE � 27,6 N. T5T FLOOR WOOD tL =357.6 I GARAGE NO BASEAIEM1T cRaS> 61 ', LRA EL ' T.L. 1216 RET' Wall 6' CNN t!H( f1iC �z fST. waLL o i / , / �- CONS 12' DEC - J 3 OL f � LDNL WALL � / / W A'W EiNL ! / W ✓ o / � e � J f� r / —` — W O \ o , ASPHAI_ ROA o _ C ma.v DRIVE.. / 672-34-B ( / SET RR SPIKE NW FACE.. UTIL POLO EL-- 345.40 PORT 1 STORY WOOD I 1 STORY WOOD I HSE N 2701 HSE j{ 2633 1ST FLOOR EL =343 6 i STORY WOOD IS BLOOR EL 3409 NO BASEMENT / HSE ij 2709 �� _ T. L. 169 I T.L. 166 I ST FLOOR EL 346.6 7, RY WCOD / HSE. ¢27!7 NO BASEMENT I, p IST FLOOR BASEMENT -356 -4 i T.L. 167 T_ L. 168 = - I I i I I I I j I _ 6 +00 7 +00 8 +00 ---------------------- - - - - -- ---- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- -- - - - - -- --- - - - - -- --- - - - - -- - - -- --- - - - - -- -------- - - - - -- ------------- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- -- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- ------------------------------------------------------ 360 _ _ - _ _ = = = 360: S40718 NE GCE _ = 350 - : : _ = = EXIS cEN _ _ : _ : = - - - 350 _ _ _ _ = - ---------- --- - - - - -- - _ - - - - -- - - - -- ----------- ------ - - - - -- ----------------------- - - - - -- --- - - - - -- --- - - - - -- ---- - - - - -- - - - - - - - MA/K - - - - - - - - - - - 340-- W _ - _ PROPOSED E" WAn _ 340 --- --- --- --- -- - - - --- - -- - - - - -- ----- --- --- ------- - - - - -- -- = - — _ _ _ - _ _ _ - - _ _' -------- - 830% _ : g PVC � � MH #16 STA 81011, 5' LT 330 = = _ :X76 V dF " _ = NEW48'MH _ _ = 330 - — — Q - - - _ : - - - - ----- ---------- - ----- ----- -------- - --- _ - _ - - -.RM =2551--- -- --- - -_ - -- --------- ......... ---------_---------_---------_---------_--------- ---------_---------_---------_-- 1ES "W =34500 - - - - - - - - - - - - - - - 320: _ _ _ :320: HORS y� aF WASy�yB� RECOMMENDED FOR APPROVAL .... .. ... .................. sworn ooe 23769 PACE JULY. 2003 �p 1° =20• CITY OF SANITARY �DH EAST /ONAL R E N TO N ti 03 °AF'Oi DATUM SEWER INFILL PHASE 11 WAS EWATER UTILITY DATE rEXPIRES 8T21/031::] MC F� Planning /Building /Public Works Dept. 5 -9 N,ry �jA7� NO. REVISION BY DATE APPR g" 1°C°�0Y NE 22nd ST 025 SCANNED OAR 2 9 &&P 0— 0,. S- o) S 3 0 7 Ro L L 1; 91; 31' F _. fi 9 co - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - _ T.L. 0090 - - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - ----------------- ---------- - - - - ----------------------------- I --------- --------- --------- ------------------------ ----- ----- ---------------------------- ----- ----- ------------- a 320 = ------ - - - - -- ------------------------------------ = = = : - - - - -- -- : : : - - - - -- : - � T.L. 0091 T.L. 0092 i T L. 0093 [L : x : 320 --- - - - - -- --- - - - - -- - - - - - -- --- - - - - -- ------------- - - - - -- --- - - - - -- ---- - - - - -- ( _ - - - — — — : : rXISHNG CENTERLNE GRADE — -- : _ I :w 30' 30' - - - EM 664 -65-2 1 SE SOLI L-FPOLE ELEV=31 &34 (- CB RIM 317.03 I SDMH RIM= 317.41 EX. .4' STL WATER - _ I 1 STORY WOOD HSE # 2424 1ST FLOOR, EL =316.7 I % 1 STORY WOOD HSE 1€ 2501 I IE 6" C C E =314 -9 IE 6' _CON W =314.3 I IE 12" CONC SW =3122 IE 18" CONC 5- 311..9 IE 8" CONC SE =312.6 _ NO BASEMENT - _ / I ft ftlI IE 12" PVC E=313.0 \ i2 IE 8" CONC NE =312.6 \ r I IE 18" CONC N =311.9 ,I( /I = _ i; (a) 9- DEC / a� - t ^ �p7-- — N 190466.77 � E 130627.73 I I - (3) LON CARPORT Fr �L. 25TH SHED CONL. .... „� � � //� ELEV -= 317 -26 I y Ex ��i DR V.RETrAL L— : - I.:. ORiYc � �. � - aJ — 1-,szs7�`=-- _ � SSMH RIM 318.09 = —_ - - -- \ �- —�,(— � �� - - - - I. I �� -- E CL CHAN 8” N /NE /S /W =305.7 GRASS •a" CRA ASPHALT CRA I I n 30Q : i (2) s CW DRI vE - I _ Ex= ssco sTA �s +s1_s8, 34 LT -8 E = 309A "- ASPIHA� ROADWAY I ----- - - - - -- ------------ SHED CO. 4 L t� TTY m ASPHALT ROADWAY 7 a rEEL I - _-- ___IE - - -- -- - - - - -- -- -- - --- �aSKC cut ,�� /^� I} I �11>> DPoY£ S89V62BJ� �® 252.62 O uGi � 6- WDDD FNC LCNC O : 1 .A55 : jj i SM 672 -3&B CARPORT _ - SET Ld2 SPIKE N. FACE ° { i11 I UTIL POLE EL= 316 -74 NO I �t STORY WOOD HSE S 2433 I !.. I r//-//7 STORY WOCD HSE y 1 STORY' WOOD 1ST :FLOOR EL =3171 NO BASEMENT I .. I HSE !ST FLOOR OOR EL =317.6 _ NO BASEMENT RIM = 31$.09 n - - - 2 9 V - T L_ 0085 : : - - - 1 : - - : - T.L. 0088 T. L. 0089 I 0 - _ - _ - - ----- ------ --------'-------------------------------------------- Hoq� W- -------------------------------------- - - - - -- -- - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - ----------------- ---------- - - - - ----------------------------- ------------------- ------------------- --------- --------- --------- ------------------------ ----- ----- ---------------------------- ----- ----- ------------- 320 = ------ - - - - -- ------------------------------------ = = = : - - - - -- -- : : : - - - - -- : - : : : � i [L : x : 320 --- - - - - -- --- - - - - -- - - - - - -- --- - - - - -- ------------- - - - - -- --- - - - - -- ---- - - - - -- _ - - - — — — : : rXISHNG CENTERLNE GRADE — -- : _ : : - :w - - - EX. .4' STL WATER _------- -_ - - -- =310 - -------------- = _ = -- 310--=---------=---------=--------- = - - - -- =-- - - - - -- CO #4 STA 25+47 262'L T : : : : = 228LFOF8 'PVC ° @ 0.4 /o - Ex 8 -:PVC SEWER - = = NEW CO n 30Q : _ RIM = 316.07 _ _ _ - - _ _ Ex= ssco sTA �s +s1_s8, 34 LT -8 E = 309A _ _ - _ 300 ��. ----- - - - - -- ------------ IE -8 "E= 34031 - -- - - - - - - -- - _-- ___IE - - -- -- - - - - -- -- -- - --- - - --- - -- : EX SSMH -STA 25+51,-4' RT REMOVE EX. CO MD RIM = 31$.09 n - - - 2 9 V - : : - - - - : : - - - : - : - - : - CONNECT_NEW8 "PVC - - = E 8° N = 309., - I E P." S 309.1 - - - _ - _ - - ----- ------ --------'-------------------------------------------- Hoq� RECOMMENDED FOR APPROVAL x,69 9 JDH 1 " =20 JDH " �,,. qR CITY of RENTON naE EAT 1 \EI� 1 \ 1 �AL E SANITAR`�( 2003 JL,H �.o, DATUM SEWER INFILL PHASE II WASTEWATER UAL /TY DATE EXPIRES 8/21/03::] °®O� MC a� T for ac rn, ' Planning /Building /Public Works Dept. S -1 0 G �y�� j ®'a NO- REVISION BY DATE APPR EOmOM" NE 2J� $� 11 X25 — 3 0 SCANNED PAR 2 9 2d--o cl rV e c CID 0 N r i I I , I I I II I I I I T.L. 0079 DPR�DE T.L. 0097 rt s- cREr =3,s.� I// PAN ER CPRAGE I STORY WOOD I STORY WOOD / c0.c. wPlx HSE 4 2533 HSE g 2529 , I CB RIM= 315.56 1ST FLOOR EL =321.8 / ruNlEa A-' / IE 18" CONIC S =309.7 NO BASEMENT - / / cRass IE 18" CONC N =309.5 3rroo°I SSMH CL CHAN38 "6N /NE /S /W =310.1 BM 672 -38A SET RR SPIKE F_ FACE DoRp'iuE z <' DEC DRS�t: UTIL POLE EL�20-75 , i. DRAWL DRIIE eS DEC RIM C0= 317.48 IE C -0= 12.38 ®671 -66.2 - _ - - - - -- - - - - R =30•__ / ! CD I. I 2&I -00.. I SET PK NAIL W/wASHER - - GRAVEL RO�OWAY GRAVEL ROADWAY 'tea uT N S O TOP BACK OF CURB 20'S. DRIVEWAY HSE / 2600 EL= 315.68 .urvs+Eas D I N 190695.68 s,w IR E 7306251.71 T.L. 0078 �, ADD Row M P to cxASS ✓_ `� cortc\ I o PRIVATE ROAD 1 STORY WOOD / /•` `i C 17 / CR RIM 315.15 18 HSE A 255 /3bEC \Y v. ! 3 i STORY WOOD I I 1 1ST FLOOR EL =322.8 % _ - ( HSE .25,7 1E 8" CONIC E =31 1 NO BASEMENT / ONIC C I GRP55 I I ! a I 3- JJNIPERS - - T I T.L. 0080 I 30' 30. - k / 1 STORY WOOD HSE N 2521 - _ 1ST FLOOR EL =318.3 I I T.L. 0077 NO BASEMENT / ' i W 2 I ... _ -- -- - -------- - - - - -- ------------- - - - - -- -- - - - - -- - - - - -- - - - - -- - - - - -- -------- - - - - -- - - - - - -- - - - - -- - - -- - - - - -- --------- --- - - - - -- --------- --- - - - - -- --- - - - - -- - - - - - -- -- - - - - -- - -- Z -> 0I, - - - - - - - - - : 320 - - - - - - - - _ - 320 - ---------------------------------- - - - - -- - -- - - - -- ---- - - - - -- ... �� ww EX 8" PVC SEWER - - - - - - - - _ _ 3 0 - - - --------- ---------------------- -- -- - -- - -- ------ ---- --- -- -135 LFOf8.".PVC.ca0.4_%:---- - - - --_ _ _ -- - - _- - ' - - -_ - -- ------ --- _ ----- --- - _ - -- - -- - -- -- - - - - -- _ _--------- _.................... -------- 310 CO#5STA27+89, 188'�T : : : : EX :SSCO STA 2- 7 +92 -63, 53= LT 300 = = - - - Nom' CO _ : : : - 312.38 = : � : : 300: ------------------------------------- - - - - -- . ---- .... - - -- - - -. - - - -. ------- - - - - -- - -- -- - - - - -- ----- - - - - -. -- - - - - -- E$ "E IE8 "E = 312.92 = _ _ _ = REMOVEEX. COAN47 = EX SSMH STA 27 +94.21, 6' RT - RIM = 3.15.66 C0NNECTJVEW8'PVC : : IF 8- N -- 310.1 : = 2 G G - - - = = - - = - rO EX. SEWED _ _ : : IE 8" S = 310.1 ------------------------------------------------- - - - - -- --- ..._......... - _--------- _------- .- :.. - - - -.. .------ .- _-------- -_ - - -- --------- ------------------- -IF - - - - -- L IF 8" W := 310 -2 - - - - - - - - RECOMMENDED FOR APPROVAL 03 --------------------------- 025,69 PyS7L� EXPIRES 8/21/03 DATUM CITY OF RENTON' Planning /Building /Public Works Dept. - E�S i4ENNYDALESAN9TAR`Y SEWER INF9LL PHASE IL MVATE ROAD /25W BLOCK EDMONDS AVE NE JULY 2003 -Y. WAS WATER UTILITY DAB DMC Q1 "�..� °* S -1 N0. REVISION BY DATE APPR LH 12 --25 lwLL 1�913, SCANNED WAR 2 9--?a* C t3 ^ o %8o C 3 O 7 V Q 00 O M N L r G� c PAY LIMIT TRENCH BACKFILL 6' -0" FOR 8 " -6" SEWER LINES S -0 FOR ALL WATER MAINS SEE DETAIL FOR STREET RESTORATION REQUIREMENTS SUBSEQUENT BACKFILL MATERIAL (NATIVE IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9- 03.12(1)C (SELECT BACKFILL) OF THE SPECIAL PROVISIONS. 12" ' TYP . TRENCH (SEE DETAILS) PAY LIMIT OF TRENCH ° PROPOSED 8 " -6° SEWER PIPE PROPOSED 8" WATER PIPE $ � PATCH PAYMENT » FOR SEWER PIPE: PIPE ZONE MATERIAL PER SECTION' T 9 -03.16 BEDDING MATERIAL FOR ASPHALT CONCRETE PAVEMENT FLEXIBLE PIPE_ FOR WATER PIPE: PIPE ZONE MATERIAL SHALL BE RESTORATION DETAIL 6" NATIVE MATERIAL UNLESS DEAMED SAWCUT FINAL JOINT TYP_ EACH SIDE `- EXIST. ASPH. CONC. PAVEMENT, TYP. 2" CL `B' ASPHALT CONCRETE PATCH 6" CL 'E' ASPHALT CONCRETE PATCH 6" CRUSHED SURFACING TOP COURSE BACKFILL (SEE BEDDING/BACKFILL DETAIL) T UNSUITABLE BY THE ENGINEER, N 1 IT ° THEN PIPE ZONE MATERIAL PER NOTES: SECTION 9- 06.13(3)_ 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFII I Fn AND PATCHED PER °SPECIAL PROVISION 5 -06.1 AT END OF EACH WORK DAY_ EXCAVATION OF UNSUITABLE SOIL AND THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 11' BEYOND BY ENGINEER_ MATERIAL SHALL MEET _ THE UNDISTURBED EDGE OF THE'TRENCH_ SECTION 9- 03.9(1) BALLAST 8 " -6" SDR 35 PVC SEWER PIPES 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL' BE CONSIDERED', INCIDENTIAL TO OTHER ITEMS OF WORK_ AND WATER PIPES TYPICAL TRENCH BEDDING AND BACKFILL 4. ALL TEMPORARY PATCHES ON TRENCHES ,SHALL BE PERMANENTLY PATCHED WITHIN (2) WEEKS OF COMPLETION OF WORK WITHIN THE ROADWAY' AREA NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES_ 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. CONSTRUCTION SEQUENCING 1_ ALL CONSTRUCTION AND FINAL RESTORATION OF EACH STREET SEGMENT SHALL BE COMPLETED PRIOR TO BEGINNING CONSTRUCTION ON THE NEXT STREET SEGMENT. AN EXCEPTION WILL BE MADE IF THE CONTRACTOR USES MORE THAN ONE CONSTRUCTION CREW_ THE CONTRACTOR MAY THEN BEGIN CONSTRUCTION ON A SECOND STREET SEGMENT HOWEVER, ALL CONSTRUCTION ON THE FIRST STREET SEGMENT SHALL BE COMPLETED PRIOR TO BEGINNING CONSTRUCTION ON A THIRD STREET SEGMENT_ RECOMMENDED FOR APPROVAL 03 WAST ATER U77UTY D 7E ww A -47 - JPG 1& 9 a A _ L HORN v S OF WASy `?'B UNLESS' APPROVED BY THE ENGINEER. ROADWAY RESTORATION STANDARDS TOTAL ROADWAY REBUILD: * NE 20TH ST ( EDMONDS AVE NE TO GLENWOOD AVE NE) * GLENWOOD AVE NE (NE 20TH ST TO NORTH END) NE 22ND ST (EAST OF EDMONDS AVE NE) * NE 23RD ST (EAST OF EDMONDS AVE NE) - HARRINGTON PL NE (NE 21ST ST YO NE 23RD ST) NE 21ST ST (HARRINGTON EAST TO END OF NE 21ST ST) FOLLOWING INSTALLATION OF THE NEW WATER. AND SEWER LINES, REMOVE ALL EXISTING ASPHALT AND SUBSTANDARD SUBGRADE MATERIAL AND REPLACE WITH 6" CRUSHED SURFACING TOP COURSE AND 4 OF CLASS B'ASPHALT CONCRETE PAVEMENT (TO BE DONE IN 2 -2" LIFTS)_ ALL ROADWAYS SHALL HAVE A 2% CROWN WITH THE CENTERLINE ELEVATIONS GOVERNED BY THE EXISTING GUTTER 'ELEVATIONS- IF NO GUTTERS ARE PRESENT, THEN NEW ROADWAY SHALL MATCH THE PRECONSTRUCTION ELEVATIONS.' ASPHALT PATCH ONLY: * EDMONDS AVE NE • NE 21ST ST (WEST' OF HARRINGTON PL NE) • NE 23RD 'ST ( EDMONDS AVE NE TO DAYTON AVE NE) • DAYTON AVE NE ( NE 24TH ST TO SOUTH END OF DAYTON) PATCH UTILITY TRENCHES PER ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL AS SHOWN ON THIS SHEET_ v PAVE arse AS SHOWN JDH ONAL JDH [EXPIRES 8/21/03 - I DATUM a� u� DIRC F Mor ac wl NO. REVISION BY DATE APPR - Aaw ROL L .19 3 FR Am, w CONSTRUCTION NOTES 1. CENTERLINE STATIONING IS BASED ON EXiSTINC CITY MONUMENTS FOR ALL STREETS IN THIS PROJECT. 2. VERTICAL CONTROL DATUM BASED ON NAVD 1988 (IN FEET) CITY BENCH MARK # 369: ELEV. = 332.57 FEET (101.368 METERS) TOP OF 3" BRONZE DISC WITH A PUNCH MARK ON CONCRETE POST MONUMENT DOWN 0.5' IN A MON CASE IN CONSTRUCTED CENTERLINE OF EDMONDS AVE NE APPROXIMATLEY 185 FEET OF ITS INTERSECTION WITH NE 20TH ST. TO THE WEST. CITY BENCH MARK # 1837: ELEV. = 317.23 FEET (96.691 METERS) TOP' OF 2 -1/2" BRASS DISC WITH AN "X" AND A PUNCH MARK ON A CONCRETE POST MONUMENT DOWN 0.4! IN A MON CASE AT THE CONSTRUCTED INTERSECTION OF NE 25TH ST AND EDMONDS AVE NE. 3. 'UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 4. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. 5. STATIONING SHOWN IN CENTERLINE OF ROADWAY OR SURVEY CONTROL LINES AS DEFINED BY THE CONTROL POINTS. 6. ALL MANHOLES SHALL HAVE LOCKING LIDS. 7. MATCH FINISH GRADE WITH ALL MANHOLE LIDS. 8. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS OF MANHOLE AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 9. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS. 10. ALL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 6" THICK. (IN ACCORDANCE WITH STANDARD PLAN #FO06, DRAWING #FR01N). 11. REPLACE ALL DISTURBED CURB & GUTTERS IN ACCORDANCE WITH STANDARD PLAN # F008, DRAWING # FR05 AND STANDARD PLAN '# F001 "CEMENT CONCRETE CURB AND GUTTER. 12. REPLACE ALL DISTURBED SIDEWALK IN ACCORDANCE WITH STANDARD PLAN # F007, DRAWING # FR02. 13. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT, INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE SEPARATION. 14_ SIDE SEWERS SHALL HAVE A MINIMUM SLOPE OF 2% FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINEN SIDE' SEWERS SHALL BE 6' -8' DEEP AT THE PROPERTY LINE OR AS DIRECTED BY THE ENGINEER /INSPECTOR. � CITY ON OF WJDLY 2003 TT EAST KENNYDALE SANITARY yr Planning /Building /Public Works Dept SEWER INFILL PHASE II 2 DETAILS & NOTES c - 13 -25 SCANNED MAR 292dap0L) L�` 3m7�oD ? � � 0 781: 1 _ i � f It EAST KENNYDALE N � SANITARY SEWER INFILL & G) � O � G PLANT «vwp - rj.l.sj 0 = - :��i �M■..._ VICINITY MAP (no scale) rr�� WATER MAIN REPLACEMENT PHASE II AS -BOIL T AS CONS TRUC TED INFORMA 11ON PROVIDED JUNE it 2003 BY COA TES SURVEYING SERVICE u ��l rel SANITARY SEWER SHEETS 2 -12 WATER SHEETS 14 -24 DETAILS SHEETS 13 & 25 rl WAS'S'i v OF U) �� 11 EXPIRES 8/21/03 PLANT «vwp - rj.l.sj 0 = - :��i �M■..._ VICINITY MAP (no scale) rr�� WATER MAIN REPLACEMENT PHASE II AS -BOIL T AS CONS TRUC TED INFORMA 11ON PROVIDED JUNE it 2003 BY COA TES SURVEYING SERVICE u ��l rel SANITARY SEWER SHEETS 2 -12 WATER SHEETS 14 -24 DETAILS SHEETS 13 & 25 rl WAS'S'i v OF U) z EXPIRES 8/21/03 RECOMMENDED FOR APPROVAL WASTEWATER UTILITY DA TE WA TER UTILITY DA TE UTILITY SERVICES DIRECTOR DA TE MAINTENANCE SERVICES DIRECTOR DA TE ROLL 19;7 AS SHOWN '�r"�" � CITY OF EAST KENNYDALE �u�r xoo� RENTON SANITARY SEWER INFILL 8 �� '"� p,,,,,,;,,,��,,;,,;,,q�P,,,,� ,,,,,, ,,,,. WATER MAIN REPLACEMENT ~ C-1 PHASE II , �,�, -,•o� � o APR = =� S -3078 If F �� 49- R 0 • Me 0 00 I 4 co A S — evil r CD A S CONS TRUC TED INFORMA 71ON PRO VIDED JUNE 1, 2003 BY COA TES SURVEYING SERVICE N ti ALL SIDE SEWERS ARE SHOWN IN THEIR AS —BUIL T LOCH 71ONS AND ARE BASED ON MEASUREMENTS PROVIDED BY TV INSPECTION TAPES. SEE SHEET 3 1 c 7 c7 n n r n n n n z�s ci I zZUa� m 0-rn o 0 II II II z © �o� oo� U„ Un rn rn n 0 � 0 / 1 A r s m 1 50 \Q N GARAGE / / z / Q 30' c S7V8 30� 6.0' DEEP ASPHALT 1 t 1 1 IE PP� =330 2 \ \ I _ H GRIyS,S DRIVE / R \ rn EDGE 1 G S \ \ W , I rn I S f MH Al M= 18. ' ( c 8 S / ' AS/ HALT R ADWAY 1 ip CL HAP N /`� /W =P08- 1 / ' " 0 � � `-' I � 0 � m Z_ .�I I I r / caD 1 i I I I I 589.1 �1'51 " "' ti M n %0 n yW� {. I I 40 ry ni N W w M 47 ( {G il ti M , r, 0 & u a I 3 �U�� IP G S Q I \� g n �;7 Z G G G / s J f / / / / / - UGT a � I Ej Ip 7 GP c� �'~ ' I UGT me 0 8" C• C RE T. WA / i STUB \ \< / 60' / z ( UGP i m l O \ / z m NN.E. X 24TH STREET o 4~ CON I i T BRUSH Q7 I v 50 v z� P T.L. 0,20 7 I � 1 I c I CA I ( _ w C4 wCP I I rn°° D 00 Ln D J (n I C C X \ mf Z � z C O R- c c) z G) g I n W c v I Z - D 4 0 7k rn N O V I • N � m N 7 m m I p O (A I Ln \ r /I = I SEE SHEET 3 M Lf) 0 mON C zrn�0 0 II � L4 N 00 SEE SHEET 4 r f f I � D IIII o I i D \ 17 �� c G - 1' GR ASS 0 30' D j co D � N 0 I � v I I II m � ZI N. E. 22ND M► D C-) I I c rn S EE . HEDGE _ _ T 00 — --''- 7SSMH RIAf=3�3.09 ' — IE- $:� P VC W=314-*- — 0 / — z — -- w vJ I ASPH T ROADWAY I ti !c f I N N S89� 3'18 "W Z I fj LA — — S\ 0 2 STW IP ro v z o� 1 2 / / z 4-1 ! `� � � � I II ,�--- -326 J(J" Zl C, c i I Lo 0 z A�I ( A_ rn 1 D z r f I x w - SEE SHEET 4 5- 30780E 3+00 2+00 1+00 2 1+00 ....................................-.....--............---......................---.........................I......_..-......................................--.........................................-....-........_.............. ......................- ........ w.... -. . Z Z Z •C) w �zZ • : : : : : : : : : : : : °� � L'i °a ��> o Wow z W�Q 340: zap zpQ :340 330' : 330 .................................................................. .......... ..................... ...� . ........................................................................................................................................... C) CK (-)I EX MH ST�A 2+ 57.81, 6.5' LT z a TI NG CENT RLI NE GRADE. „ RIM = 318.8 EXISTING I E 8” W= 308.21 GQE E X. 12" o o :0 0 E X 12 : IE 8" N — 308.21 l4TERLINE: o :0 0 WATER : : : : : : : : : : : ° : f�� —�� 330 �E 330 320 320 ....... ........................ .......... �.IE 8 S — 3C } &.21..................E�(iSri G ............................ ............ ................................................................... ................... ... ................ (D ...... .............................. EX' 6 WATER CONNECT NEW SEWER o : EX 15" STORM. EX. 15" STORM TO EX /STING MANHOLE lE 8" E _ 308.00 = : : . 95 -6i� L F OF 8" PVC @ a:� -�16- 4.26 �G 3-2 0 .320 310 310 ......................................................... ............................... ......-...........-.........................................................-.....................................................-...... ............................... ......... 10.E LF OF 8 EX MH 5TA 1 +90.33. 4:5' LT , 310., Z MH #1 STA 9+95. 10, 5 RT 310 300 RIM = 323'.09 MH #5 STA 16 +19.80, 5 RT 30Q . ........:....... 18 ................ :..... NEW -48' MH ...............................:................. ..:.........:.................. - � _ . 3-4.4 .......... . . . . . . . . . . . . . . . . . . . : . : . . NEW 48" MH ER : RIM '335.80 RIM = 327.24 �X lE 8 ": W = 324.50 : : f : : : IE 8 " -W = 314.58 300' : lE 8" s = 324.88: .300 : CONNECT NEW SEWER lE 8" :N = 314.11 : ....................... ............................... ..... ......................... TO EXISTING* MANHOLE l - ,�� WHO A � °Rtis : IE 8 " E = 314.5.1 RECOMMENDED FOR APPROVAL i 231" =20' PACE 1 =20' CITY JULY 2003 E AST KENNYDALE S ANITARY �� •�. = RENTON Am DATUM SEWER INFILL PHASE II WASTEWATER UTILITY DA TE 1EXPIRES 8121 03 k Dmc a ftu Planning /Building /Public Works Dept, S_ i . wr wt wog NO. REVISION BY DATE AMR L" um NE 21 ST & NE 21 ST 2 •25 &..& — - - 0400APS a ROLL 1X9,7 �'r(;�INIrEO APR t t S �- - �i7r`\© F SI- 131017 8 to 0 1 Go 04 1 a. It u u- i Z co tu u- Q FZ I STORY WOOD HSE # 2032 1 '4 1ST FLOOR [L=334 9 1 STORY WOOD NO BASEMENT HSE # 2024 IS �.T FLOOR EL=3382 I STORY WOOD NO BASEMENT HSE # 2116 z 1ST FLOOR EL=333 3 T. L. 21 NO BASEMENT 0 CB RIM= 331.83 zi IE 8" CONC E=328.3 GRASS _D 0 BM 672-34.A= in STUB GRASS I I GRASS C.P. 669-1.4 (MIC) ,6.0' DEEP 28" CON N 189092-03 (2) 8" DEC GRASS 36" CON t_ 28" CON ui E 13M215.28 A - ^ CONC 15- DEC x I \ I GRAVELI ELEV.=33257 \\N 1ST FLOOR EL= 332.8 1 STORY WOOD SPLIT LEVEL HSE # 2025 1ST FLOOR EL= 332.6 T. L. 0020 I W/BASEMENT T. L. 0025 L CB RIM= 331.77 IE 8" CONC E=329.4 AS -BOIL T AS CONS 7RUC 7ED INFORMA 71ON PRO WDED JUNE lo 2003 BY COA 7ES SUR VE WNG SERVICE ALL SIDE SEWERS ARE SHOWN IN THEIR AS -BUILT LOCATIONS AND ARE BASED ON MEASUREMENTS PROVIDED BY TV INSPEC77ON TAPES. 1 112 STORY WOOD HSE # 2016 1ST FLOOR EL= 333.3 W/BASEMENT T. L. 56 I STORY WOOD HSE #2008 1ST FLOOR EL= 333.3 NO BASEMENT CB RIM=334-60 vw•rw T. L. 0005 . GARAGE cy) 00 SHEET SEE SHEET 2 6" CON CB RIM= 335.95 0 IE 8" CONC E=332.7 12' DEC GRASS PLANTER Z 0 6- UGT ASPHALT ROADWAY co he -0 0 So - N - W UKI VL�_� BM 672-36.13 - 20" CON TOP OF MON IN CASE N 188784.48 E 1306212.43 EL-337.35 F!.M 1 S TORY WOOD T. L. 0201 HSE # 2425 1ST FLOOR EL= 334 3 N NO BASEMENT 5-3D7810 T. L. 0209 14+00 13+00 12+00 11+00 ...... .................................................................................. 10+00 9+00 EX CB TYPE-11 STA 6+76.33, 11.4' LT RIM= 334.6 IE 15" N = 325.4 .340 IE 15" S = 325.8 ...................... ..................................... ....... ...... ........................................................................................................................... .............................. ........................................................ ..340..... . . . __ . - . . . . . . . . EXISTING CENTERLINE GRADE 3-3-0 ........ W ............... .............................................................................. ........................................... '330. . X 1 ......... ...................... ................. I .. . ...... 5' -STORM Z v 122 LF OF 8" PVC 9.44. �lu -320 -uu ........ ............... ......................... ......................................................... ................................................. .................................................................................... 320 8+72.8 5.1' RT -103 v PVC a I ma mig roll LF OF 8' MH #2 STA RT_ 313- LF OF 8w PVC Q 0.58% NEW48wMH- MH#I.STA9+95,10 'RT. .310 5' *Wm&* 310. 5#RT ................... . ........... ...... ................................................... ....... RIM 33Z73 MH- #7 S -M 11+ 78. .................................. 'CO#2 IEONN= CO #6 S tA8+17.75, 5'Rr ......... .. STA' 1047$,'5"RT... ......... WW:Wo!MH.. .4# 325,20. NEW 48'w MH N RIM NEW C.0. QaG QQQ a Qla IE 8'E 325.30 NEW C. 0. RIM 332.M 1E 8* W F&. 324,56 RIM = 334.8± *nld ale IE8wS= 325.W RIM 3M. ft IE 8" N 317.43 .300 1E8"N'=31&17 1E 8'S ar.66 30Q .................. ................................................................................................. ......... ................ .317.43 ......................... E8wSw%frfv ............................................. ........................................ ...... I IE 8' S 328.19 H WFA RECOMMENDED FOR APPROVAL ................. 231111" PACE JULY 2003 • 1 *=20' CITY OF L R EAST KENNYDALE SANITARY JULY 2003 EN TON DMC WASTWER U77LIrY DA TE FEXPIRES BY21103 it ML ft" SAT' '�M Planning/Building/Public Works Dept. SEWER INFILL PHASE 11 or Sla S -2 REVISION BY DATE AMR W% WWA a a EX 00 AMU HE 3 '25 AN 22 "es 78 ROLL �{� 1'9,7 F l;t I 4 SEE SHEET 5 Ln 4* CHN�fg NC 4 Ot 0 cr 11 Z CD LY LAJ I "WIN cr -1 0 cf) LAJ CD 1 STORY WOOD HSE # 2004 1ST FLOOR EL= 340.1 NO BASEMENT L [B- 30" 30 42- DEC Moo 6" CON CB RIM= 335.95 0 IE 8" CONC E=332.7 12' DEC GRASS PLANTER Z 0 6- UGT ASPHALT ROADWAY co he -0 0 So - N - W UKI VL�_� BM 672-36.13 - 20" CON TOP OF MON IN CASE N 188784.48 E 1306212.43 EL-337.35 F!.M 1 S TORY WOOD T. L. 0201 HSE # 2425 1ST FLOOR EL= 334 3 N NO BASEMENT 5-3D7810 T. L. 0209 14+00 13+00 12+00 11+00 ...... .................................................................................. 10+00 9+00 EX CB TYPE-11 STA 6+76.33, 11.4' LT RIM= 334.6 IE 15" N = 325.4 .340 IE 15" S = 325.8 ...................... ..................................... ....... ...... ........................................................................................................................... .............................. ........................................................ ..340..... . . . __ . - . . . . . . . . EXISTING CENTERLINE GRADE 3-3-0 ........ W ............... .............................................................................. ........................................... '330. . X 1 ......... ...................... ................. I .. . ...... 5' -STORM Z v 122 LF OF 8" PVC 9.44. �lu -320 -uu ........ ............... ......................... ......................................................... ................................................. .................................................................................... 320 8+72.8 5.1' RT -103 v PVC a I ma mig roll LF OF 8' MH #2 STA RT_ 313- LF OF 8w PVC Q 0.58% NEW48wMH- MH#I.STA9+95,10 'RT. .310 5' *Wm&* 310. 5#RT ................... . ........... ...... ................................................... ....... RIM 33Z73 MH- #7 S -M 11+ 78. .................................. 'CO#2 IEONN= CO #6 S tA8+17.75, 5'Rr ......... .. STA' 1047$,'5"RT... ......... WW:Wo!MH.. .4# 325,20. NEW 48'w MH N RIM NEW C.0. QaG QQQ a Qla IE 8'E 325.30 NEW C. 0. RIM 332.M 1E 8* W F&. 324,56 RIM = 334.8± *nld ale IE8wS= 325.W RIM 3M. ft IE 8" N 317.43 .300 1E8"N'=31&17 1E 8'S ar.66 30Q .................. ................................................................................................. ......... ................ .317.43 ......................... E8wSw%frfv ............................................. ........................................ ...... I IE 8' S 328.19 H WFA RECOMMENDED FOR APPROVAL ................. 231111" PACE JULY 2003 • 1 *=20' CITY OF L R EAST KENNYDALE SANITARY JULY 2003 EN TON DMC WASTWER U77LIrY DA TE FEXPIRES BY21103 it ML ft" SAT' '�M Planning/Building/Public Works Dept. SEWER INFILL PHASE 11 or Sla S -2 REVISION BY DATE AMR W% WWA a a EX 00 AMU HE 3 '25 AN 22 "es 78 ROLL �{� 1'9,7 F l;t I 4 co d M ti N qk SEE SHEET 6 SEE SHEET 9 b M i I II J�wW \ VII / V fV • i I �. C7 Z ■ M p 62 I } o (Il / j °p M W © W ,29 1 STORY WOOD p� m x I o J �,.� �. HSE # 2 2 08 �- `� w z N Li,l T.L. ,2,25 \ N W � � � W 3 Q I 1ST FLOOR EL =327.4 cn 0 I I N IBC[ _ - z Lij x ,I w Q W NO BASEMENT I $ r N w fi V I 2 0 z 20 �N M I w l/1 CL ►- II Z ^V M o° Iii I V ENO - = HSE # 2501 °N° n 0 W I �� r .- z CC U ; I cn N I �NOJ �, a Y t0 V 1 I 32 r� N U z i0 0 3 •- ^ M a 04 M Z i` N N > N 110 .. I N N W CB RIM= 325.49 I o M \ J Z V (Q C M V - -� W 46. Y W v. O t0 M U S Q I I M re) o • cv o\ �, ; v,' II I GARAGE IE 8" CONIC N W= 324.2 `~� J- 2 N O N M CL' iv d Z (n Z �n ° t0 ul z t� � OD W U w Z. I o M Z Z Z I r Z 3 J (3 7 W [I, N N OV 40 Z W W m ,� 0 1 ©O GRASS / i U N � x � ' M N r -__ 21� \ 00 00 00 I 6" DEC I ' O N �0 1 00 3 Z _ w > \ SPHALT raj z Z �6 4' W000 FNC m RI \ v) U X�Z),C) U W W W 8" C� GRASSE ASPHAL jr ' I II O O o .-_ u 4 `� STUB ASPHALT CAPPEDI DRIVE < - - v , V u P 7 r DRIVE , U W � l l o N 00 8.0 DEEP 1 \. J I I C °° °° CONC •Or �' w_ DRIVE - - � ��' � � 3' WIRE FNC CHN LNK F W CONC. WALK 8" CI 6 CI W GT �CONC. WALK ' J - ® ro IU - ` UGP x _ ~, UGP /TEL GP EL -LIG 8" CI 1"� Nl1IM DN00 ®® GpilEIL UGT UGT CONC. WALK mn mN 6 "CI W w CO -- CURB do GUTTER UGT ----- UGT UGT CURB & GUTTER t GT UGT CURB do GUTTER UGT G G G 2- STW IP G G G G G G G UGT O -UGT - -- - o o -- -- -� _ 1 - - _ _ o 2' STW IP,,- EDMONDS A VE• N. E. M 1 M - - - � _ � o CO #3 MH8 r _ - I MH #.5 MH / M i ° N 00'30' 36 "E _ _ ° - - - - - 0 � �' • r M _ _ _ N00 3 '36 *E INT. EDMONDS & 23RD TO EAST 189.02r ASPHALT ROADWA - J 19 +81.66 N p IN MON -` - - '' ` - -� 609 3' INT. PT/ / --� - S 1 + +00 W - SD - - -- - SD __ M SD - 17+ .64 N_ SO - ---~- - SD - ` ` _ - - NT. PT. \ ` 14 +80.72 N \ \ W w M - W 1 + E W w w " sD 16 +21.77 N N SD - - ____ - - so _ - - - - - S - 1 +00 E - - - - SD - - �-- - - - - SD - - w 1 +00 W w UGP UGP 12 C. 1. �� ASPHALT ROADWAY W O w w CUR dr GUTTER UGP UGP W UGP UGP UGP UGP �"� � ` \ � M \ UGP /TEL UGP /TEL CONC WALK UGP /TEL- C. WALK P IEL - UGP TFL - - - -- CURB do GUTTER T ` UGP UGP P \ UGP - - - -- / CONC. WALK P I UGT U UGP /TEL CONC. WALK --- UGP /TEL UGP /TEL I& UGP /TE .CND / \ \ '-- � / / �_ � �.r•I \ / 1�, v� CONC 10" CON - GRAVEL r W P.A. ` STUB ''�� ' ---- `' ST N L 7 00 CONC. GRAVEL GRASS 0 �9 4" DEC \ ' p , I I rn ,,� �,� �, " Q DRIVE 6- CON RI t6" CON I \ DRIVE / W 1 s� 8.0 DEEP � CONC V I B O � �, �_ DRIVE `s �. CONC CONC h cv DRIVE I `n N I 12" CON 9" CON ` CON 14- CON I ` _.- DRIVE r ,-- \ GRASS DRIVE M / GRASS STUB f \ 10. \ 00 M G II w Z I r I I I MB DEC pn � ! 11.0 DEEP s - -1z- ON f STUB GRASS 0 30 , GRASS i \, -- 11 II „ II 3 I �zz� 8.0' DEEP I \ \ I , I / II thVwiZ1 1 m 0 8 0 DEEP T. L. 01,25 ; p, \ N�\ � � � z (-) z � GRASS I CB RIM = 326.77 I s� \ �� m o z O. W / // lr\ \ �\ \ �\ \ �\ \ \ \ U O U IE 15" CONC S =318.0 Tr �� _ u . v► (� ``' `�' o II I - 4 o `t N _ HSE 2125 HSE O w ~ E 8 CONC 5E -320. �..„ CB RIM- 7b7 ��C\ \ \C\\. \ \ \\ I # - I # - N II IE 8 �ONC E= 24.5 w w w. W OM z "� •� 1ST FLOOR EL -331.3 ,,, IE 18" CONC N =317.9 1ST FLOOR EL -330.7 a N 1 STORY WOOD a I 3 N �O w I 3 00 ` SPLIT LEVEL - - SPLIT LEVEL oLn I I N � HSE # 2133 Q o� m a� 1ST FLOOR EL =327.6 v, f- p 1 STORY WOOD • �_ : � N NO BASEMENT T.L. 0010 I T L 0015 T `" z HSE # 2217 00 I I 2 S I ORY WOOD , ST FLOOR EL= 331.5 I • v1 - L� � \ T. L. 01,20 HSE 2225 I NO BASEMENT � T. L. 0005 .� I I � I ( 1ST FLOOR EL= 335.3 L T. T r O 1�� W/ BASEMENT 1 T -£� 1 �. a I � � S� !� , \ A S-- BOIL T A S CONS TRUC TED INFORMA 17ON PRO VIDED JUNE 1, 2003 B Y COA TES SURVEYING SER VICE ALL SIDE SEWERS ARE SHOWN IN THEIR AS -BUIL T LOCH TIONS MEOW AND ARE BASED ON MEASUREMENTS PROVIDED BY TV INSPECTION TAPES. EX 19 +00 18+00 17 +00 16+00 15+00 STAC114 +7484, 10.4' LT 14+00 :............................................................ ........I...................... CB TYPE.................................................................................................................. ....................----- ...... RIM '32B.'47 ..... ............................... EX , . . . STA 17 +82.69, 10.2' LT IE 15" N: = 319.5 RIM= 328.77: : IE 15" S: = 319.6 M -W .Z W Z - r`i` i V e IE 18 N = 317.9 330 I� 15" S = 318.0 330, :.........:.........:.........:.........:.........:.........:..................:.........:.........:.........:.........--... ....;.......- .:........... - - -.GRADE..:.........:.........:.........:........ .:.........:.........:........� ......... ^ ........:.i....... :..l.. - w ......:.... - � - - - - - - - EX/STI�(VG CENTERLINE - - : u 3.2-0 : w 320: ,. � EX 15 STORM cri ...... .........................EX•18 STORM.... ............................. .... ............................... ........... ........ .. ........... 62 �F OF 8 "PVC ( 0.596 t.71 LF OF 8 " PVC �-- 0.56'G : 129 : -ELF OF 8 " PVC 0.72 9G ( v 310 : : 310: ........................... ............................... . 1T ±90:4,8:2 T .......:.. ......... ...... 16+19.7 4.9 RT .:.........:. . ....... :.18+90:9, 5:1 � RT ..:. ....... . : CO #3 STA 18 +55, 5' RT MH #8 STA : : MH #5 STA MH 446 STA NEW C. U. N : NEW 48"*MH N H : RAM = 327.Ot RIM := 327.Of : R/M = 327.28 RIM = 328.3.8 : 300 _ _ 3001. .......... lE 8 ' S. - - 316. 31 ............ ............................... lE'8 - S 318.87 .............................. ............................... X. 8" IAA _' 318.E .............. lE 8 N 31 3. 88............... ............................... . IE 8* N= 315.11: : 1E8 "N 318.71 1E 8'S = 315.18 : lE8 "E = 315.77' : lE8 "S = 318.71 1E8 ' E = 313.18 : .290 .......................................... ....................................................................................................................... ............................... .................... . . . . . y� WASR�s : RECOMMENDED FOR APPROVAL WASTEWA TER U 71LI TY M^"�p h........................ AM I a Zo' CITY OF JDH RENT ON DATA :r,� D EXPIRES 8121103 a nu > Planning /Building /Public Works Dept. . w an am NO. REVISION BY DATE APPR sm repo" w Lm ROLL 1'9�� r � M 290, ........................... I .............................. ........ EAST KENNYDALE SANITARY J°cY'°°' SEWER INFILL P HASE II • �a 1191 rel m r4la 0 1 • C;3 A 00 N Q N I a. �• It +2 II ±T-4 II 1 q I 1 STORY WOOD HSE # 2533 HSE 2609 c I m In FLOOR _ 341.6 1 STORY BRICK NO BASEMENT I NO M NL= O B SE E I UGP HSE # 1916 HSE # 2617 I 1$T FLOOR= 344.3 w o 50 P I i T. L. 0035 T L 0045 � 3 I I IJ / 1/ Z O 0 N N � N rn I 1� Z + a cci 18 ;� m (T z' 0 I -jai �I � I I � I I I v 1ST FLOOR EL= 350.0 NO BASEMENT T. L. 0060 1 STORY WOOD \ HSE # 2641 1ST FLOOR EL= 357.9 INO BASEMENT T. L. 0065 ,$ 2 STORY BRICK HSE # 2006 1ST FLOOR= 359 1 W /BASEMENT T. L. 0085 I I ' IcoNC I >HAyT w DRIVE I W T. L. 0080 I DEEP 2 STORY WOOD 7 HSE # 2004 FIN FLOOR O I DYLIGHT I BASEMENT =356.3 i i m GRASS M 8M 672 --36.8 / SET SET RR SPIKE IN UTIL. POLE EL =349.71 2 STORY WOOD HSE # 2640 FIN FLOOR DYLIGHT BASEMENT =361.0 T. L. 0075 669 -1.5 (MIC) \ N 188770.58 E 1306691.83 ELEV.-347.57 \ 1 STORY WOOD T. L. 0070 . HSE # 2701 1ST FLOOR EL= 359.2 NO BASEMENT i � Al --. . � ■ i� iii A S- BUIL T AS CONS7RUC7ED INFORMA 71ON PROVIDED JUNE 1, 2003 BY COA 7LS SUR VEWNG SERVICE 1+00 2 3+00 4+00 5+00 ALL SIDE SEWERS ARE SHOWN / N THEIR A BUIL T L OCA TIONS .................................... ................................ ............................................................... ....... ; .........:.........:......... .........:.........:.........: - ........:..... AND- ARE- BASED ON: MEASUREMEN7S :PROVIDED BY- -TV INSPEC770M TAPES.. . EXISTING CENTERLINE GRADE _ 340 EX 6' Cl WATER 340' ....... ........ . .......................................... ............................... ....................................... ............................... ..... ................ : PROPOSED 8" WATERMAIN _ E X 8 STORM 7 n : 5 +75.5, 2.3 R 33O EX CONCRETE MH #4 STA 330. ...... FIBER - OPTICS ........................................................................................................... ............................... N �. 4.19 % ............... � :....................... DUCT BANK . ..l:F ��' $ pVC NEW 48 MH RIM = o 347.89: 309 : R99-LF OF 8 " PVC (q� 0.5 i6 4+12.41 Z.Z RT : lE 8" W = 334:72 '320 : MH #3 STA " _ IE 8 N - 334.72 ............ .................................................................................................. ............................... NEW "MH ........................... ............................... ........................................................ ............................... . MH #2 :STA 8+72.:75, ART : RIM = 343.33 NEW 48" MH IE 8" W : 328.85 '31 a _ IE 8" E = 328.92 : +00 R/M 337.81 331.13 6 7+ O Q : :. I, ��.. .350 IE 8" N _ . .... 328.20 ... .. .. :...EXISTING CENTERLINE L _ _ _ . lE 8"E . 328.30 IE 8"S'= 328.30 : PROPOSED 8" WATERA�AIN +O� v 5' L T . co #�� srA 7 40 ............................................................ ......;.........:.........:.........................................................:.........:..... ..............:.........:...... :... ......:........................ ....:.........;........ NEW: ............. .... .. RIM = aw.Of MH #4 SEE ABOVE IE 8" S = 335.51* 123 �LFOF8"PVC 0.5% RECOMMENDED FOR APPROVAL i 23109 w.�,.P� 1 "= 20' JULY 2003 CITY OF EAST KENNYDALE SANITARY /�►L .N.�h _ = RENTON �: WASTEWATER UTILITY DATE EXPIRES 8121103 DATI M SEWER INFILL PHASE II p Planning/Building/Public Works Dept. S-4 �r ,> . �w► as wog No. REVIsIoH eY or►TE �PPR � *� """"'� �- NE 20 ST & GlE:N1M000 AVE NE s '25 SCANNED APR 2 2 AOr 7,cS S1130- e I I;tCl L L 1 91,71. 1152 -G; rift- 4 1 STORY WOOD 1 STORY WOOD HSE # 2533 HSE 2609 1ST FLOOR EL= 342.5 FLOOR _ 341.6 1 STORY BRICK NO BASEMENT I NO M NL= O B SE E I 2 STORY WOOD HSE # 1916 HSE # 2617 I 1$T FLOOR= 344.3 1ST FLOOR= 348.9 W /BASEMENT I W /BASEMENT T. L. 0035 T L 0045 T. L. 0050 T L 0055 v 1ST FLOOR EL= 350.0 NO BASEMENT T. L. 0060 1 STORY WOOD \ HSE # 2641 1ST FLOOR EL= 357.9 INO BASEMENT T. L. 0065 ,$ 2 STORY BRICK HSE # 2006 1ST FLOOR= 359 1 W /BASEMENT T. L. 0085 I I ' IcoNC I >HAyT w DRIVE I W T. L. 0080 I DEEP 2 STORY WOOD 7 HSE # 2004 FIN FLOOR O I DYLIGHT I BASEMENT =356.3 i i m GRASS M 8M 672 --36.8 / SET SET RR SPIKE IN UTIL. POLE EL =349.71 2 STORY WOOD HSE # 2640 FIN FLOOR DYLIGHT BASEMENT =361.0 T. L. 0075 669 -1.5 (MIC) \ N 188770.58 E 1306691.83 ELEV.-347.57 \ 1 STORY WOOD T. L. 0070 . HSE # 2701 1ST FLOOR EL= 359.2 NO BASEMENT i � Al --. . � ■ i� iii A S- BUIL T AS CONS7RUC7ED INFORMA 71ON PROVIDED JUNE 1, 2003 BY COA 7LS SUR VEWNG SERVICE 1+00 2 3+00 4+00 5+00 ALL SIDE SEWERS ARE SHOWN / N THEIR A BUIL T L OCA TIONS .................................... ................................ ............................................................... ....... ; .........:.........:......... .........:.........:.........: - ........:..... AND- ARE- BASED ON: MEASUREMEN7S :PROVIDED BY- -TV INSPEC770M TAPES.. . EXISTING CENTERLINE GRADE _ 340 EX 6' Cl WATER 340' ....... ........ . .......................................... ............................... ....................................... ............................... ..... ................ : PROPOSED 8" WATERMAIN _ E X 8 STORM 7 n : 5 +75.5, 2.3 R 33O EX CONCRETE MH #4 STA 330. ...... FIBER - OPTICS ........................................................................................................... ............................... N �. 4.19 % ............... � :....................... DUCT BANK . ..l:F ��' $ pVC NEW 48 MH RIM = o 347.89: 309 : R99-LF OF 8 " PVC (q� 0.5 i6 4+12.41 Z.Z RT : lE 8" W = 334:72 '320 : MH #3 STA " _ IE 8 N - 334.72 ............ .................................................................................................. ............................... NEW "MH ........................... ............................... ........................................................ ............................... . MH #2 :STA 8+72.:75, ART : RIM = 343.33 NEW 48" MH IE 8" W : 328.85 '31 a _ IE 8" E = 328.92 : +00 R/M 337.81 331.13 6 7+ O Q : :. I, ��.. .350 IE 8" N _ . .... 328.20 ... .. .. :...EXISTING CENTERLINE L _ _ _ . lE 8"E . 328.30 IE 8"S'= 328.30 : PROPOSED 8" WATERA�AIN +O� v 5' L T . co #�� srA 7 40 ............................................................ ......;.........:.........:.........................................................:.........:..... ..............:.........:...... :... ......:........................ ....:.........;........ NEW: ............. .... .. RIM = aw.Of MH #4 SEE ABOVE IE 8" S = 335.51* 123 �LFOF8"PVC 0.5% RECOMMENDED FOR APPROVAL i 23109 w.�,.P� 1 "= 20' JULY 2003 CITY OF EAST KENNYDALE SANITARY /�►L .N.�h _ = RENTON �: WASTEWATER UTILITY DATE EXPIRES 8121103 DATI M SEWER INFILL PHASE II p Planning/Building/Public Works Dept. S-4 �r ,> . �w► as wog No. REVIsIoH eY or►TE �PPR � *� """"'� �- NE 20 ST & GlE:N1M000 AVE NE s '25 SCANNED APR 2 2 AOr 7,cS S1130- e I I;tCl L L 1 91,71. 1152 -G; rift- 4 00 0 M N a_ g tiN w o z m�e V R1 WI I r Jg0 o � C I ��I 1 r _ I O` � I\ t I I 669 -2.2 (MIC) N 189701.23 E 1306220.69 ELEV.= 326.62 /- CB RIM = 326.28 IE 8' CONC S =323.9 BEGIN 6 WOOD FNC T.L. 0020 - 635 1 (APP4au 1- aC>•T�ew�� T.L. 0030 1 IST FLOOR EL =330.2 W/DAYLIGHT BASEMENT IO T.L. 0040 T.L. 0050 CB RIM = 329.74 IF R" CMP N= .994 .A HSE # 2617 1ST FLOOR EL =330.3 NO BASEMENT T.L, 0060 HSE # 2625 1ST FLOOR EL =330.3 NO BASEMENT � / chi, AS CONSTRUCTED /NFORMA N PROI/IDD JUNE 1, 2003 i SEE SHEET 2 BY COATES SURVEYING SERVICE ALL SIDE SEWERS ARE SHOWN IN THEIR AS —BUILT LOCA77ONS AND ARE BASED ON MEASUREMENT' PROVIDED BY TV INSPEC77ON TAPES. 1+00 2 +00 3 +00 4 +00 5 +00 6 +00 .......... _ ........ EX CB STA 4 +22 13' LT EX CB STA 5 +25, 13'� LT EX CB STA 6 +19 9" RT EX CB STA 5+25, 9' RT 330: EX' CONCRETE FIBL Z— EXISTING CENTERLINE GRADE _ Z 3.. - - - — r . ...... _ _ _ _ _. _ _ _ _ _ _ _ _ _ _ 330 DU _ — 7-7-1 2 Sl�tv1 Z 3 2 O EX 8" STORM PROPOSED 8'" WATERMAIN EX 8" STORM m m 4555 - 159-LF OF 8" PVC @ -&.r 0,54% m 310 5 +61.1,:1.2'RT " 310 ........................ ................ ....:.......... ........ ........................... ....:........ :...... .MH #9 STA -.#6. .0 RF............... MH #8 STA 17 ±90.54, 5' RT NEW 48"MH NEW 48" MH RIM zr 338 9-- 329.88 300 RIM =327.0± IE8 "W =3!&28 318.23 1E8 "_N =34x.99 315.77 . . 300 . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . E 8 E = . .23 . . . . . . . . . . . . . . . ...: . . . . . 31& eO 315.77 IE 8"S = '345199- 315.67 290 RECOMMENDED FOR APPROVAL WASTEWATER UTILITY I DATE 290: PACE NORIMNuu:'WDi86 "I JULY 2003 �m 1 " =20' _� CITY OF EAST KEI`�fNYDALE SANITARY n JDH REN TON PKID 1 F" -a Na s Fe-1 vbe"4 Sua4.t P.., a. J °" �_ DATUM SEWER - INFILL PHASE II- °�" 0 tis � s -�1 �+�MC Al ruu. s�uc Planning /Building /Public Works Dept. S -5 ff NOT G6 IIKN N0: REVISION BY DATE APPR . H SOME "LO0°DNOL' - NE 23rd $T 6X25 SCANNEU AYH 4 Z `3� "a'.Cl'ta... O— O O 17,81 Y H � m j > nm � ii xr m RI, �y o en J D i I e� i 1 � o ; I � i 00 Q 1 N 1 0. 4 �1 4k w w z Z 2 0070 T. L. 0080 I � I . I • I I I I T. L. 0090 T. L. 0110 T. L. 0120 T. L. 0100 F777 I CB RIM = 340.68 • _ _ _ I IE 8" CMP N=338-1 , T. L. 160 I T. L. 159 T. L. 161 I • I r 1 STORY WOOD 1 STORY WOOD i HSE #! 2701 I HSE # 2633 1ST FLOOR EL =330.3 1ST FLOOR EL =335.8 I PARTIAL BASEMENT 1 STORY WOOD NO BASEMENT IN BACK I HSE # 2709 1ST FLOOR EL =342.2 NO BASEMENT I I I . I i I I i T. L. 198 2 STORY WOOD HSE # 2717 1ST FLOOR EL= 347.5 NO BASEMENT T. L. 199 I SIUKY WUUU HSE # 2725 1ST FLOOR EL= 350.6 NO BASEMENT '2 STORY WOOD MSE # 2303 ST FLOOR EL= 3` AO BASEMENT i CA T. L. 0130 V ' r c B- 2 STORY WOOD HSE # 2801 1ST FLOOR EL =360.7 SPLIT LEVEL W/ BASEMENT 5 - 3078I4 AS —BOIL T 12 AS CONSTRUCTED INFORMATION PROVIDED JUNE 1, 2003 BY CDATES SURVEYING SERVICE ALL SIDE SEWERS ARE SHOWN IN THEIR AS —BUILT LOCA 110NS AND ARE BASED ON MEASUREMENTS PROVIDED BY N INSPEC710N TAPES. 7 +00 8 +00 9 +00 10 +00 11+00 .................................................................................................................................................................................................................................................................................. ............................... :360 _— 360 ................................. ............................................. ............. .............. ............. 0 E TER :350 EX 12�� STORM ........................................................................................................................................................ ............................... 350 ..... WA g EX CB STA. 8+61, 9' RT. 8• 7��Ap1N �O EX CB STA 8 +61, 13' LT: PfZOppSEO 340 W z ..................................................................... 340 .. .................. ............ .............. ................................................................... ................... ................... MONO W EXISTING CENTERLINE ��E 9 +� 1, 1.5` RT MHX10 STA 330 W nrEw4e "MH z X- 430 ,{s�LF OF 8" PVC: 5.57 96 .. R/M _ �e-� -: woes ... 3 3 0 Maw :320 � 320 .................................. .................................................................................. ............. ....................... ........................... ................................. ..................... ...... ........ ..... .................... ... � HORN WA RfCOAIMfNO£O FAR APPROVAL H '� 231N P� w��`�wiQiw� JULY 2003 �' -�� CITY OF EAST KENNYDALE SANITARY �'°�� •� i RENTON - — SEWER INFILL PHASE II �� DATi �n wASTEwA R UAL/Tr 0A TE ExPiRES 8 21 03 � _ ` Plonninq /BuiMinq /Public worry apt. Joe *p 8 s zel REVISION ROLL 1 �9�7 BY DATE AMR mm� LN wwt �wilw� �- FR 115�4 u Ar" x 2 0s clI NEST SI- 131017 1 f .2S 1 C-4 w e 4 co N 0. q 20' aw-� l �-n \ \ 1 1 1 1 STORY WOOD HSE # 2216 1ST FLOOR EL= 387.7 NO BASEMENT BM 672 -31.6 run o0 onfi1.or w r A nr 1 STORY WOOD T. L. 200 HSE # 2200 1ST FLOOR EL =386.4 NO BASEMENT T. L. ,210 STORY WOOD HSE # 2132 1ST FLOOR EL =382.4 NO BASEMENT _'0" CON I a x a I un� Q I T. L. 233 -1 -- I32" CON I I 1 STORY WOOD HSE # 2124 N I -C 1ST FLOOR EL =382.1 I NO BASEMENT I28" CON I ' i I I I L I i I 2 � � t N M E-r LAJ V) `.) � III W O > � a ap 4 co I M \ p w 3 ?� M W co ZV {S H W O cr I V) W I I V 0 I (4 I V) m i ASPHALT I j I \ B I GRAS AS+ALT I Z h h i h r� r•7 v 0 Z 00 V v) I Z 0 J m O V C LAJ uj V V Z 3 p O cr ;o V }(00G0Lw rn L IX C14 m z Lin I �Uwi~G V W z \ O Z (!D r N 4' w000 FNC Ir ssf o �✓ , �, ` W/ BASEMENT 1ST FLOOR EL =381.3 o rN Cy o !i, I NO BASEMENT �, j a I J rC1` I a © w T.L. 187 I I 1 STORY WOOD • I I z 3. __ �9 - 3:0 � ; � T. L. 244 HSE # 2167 L�1 I ; I 35, o sf ! } " 0O w W 1ST FLOOR EL= 377, 2 ZE r `Y1 I Q NO BASEMENT I I^ Ix \ 2 V) V7 a. Q I I ` _r a o 0 o N= 0 m f I W tr T. L. 308 fi T.L. 185 �I�►I � 1+00 _ 2+ 00 3+ 00 4.+.00 ........ 5 +oa A s- B, I L T .. . ................................................... ............................... . A S CONS TRUC TED INFORMA 71ON PRO WDED JUNE 1, 2003 , EX CB STA 15 +57, 24 RT EX CB STA 15 +87, 1 RT BY COA TES SURI/EWNG SERVICE : Ex CB STA: 13 +91, 16' kT U O : :: EX. 12" STORM . .380 ALL SIDE SEWERS ARE SHOWN IN THEIR AS= BUILT LOCA TIONS :.........:...EX •8• sTOR�+.�... :........................... . EXISTING CENTERLINE GI UDE AND: ARE BASED ON :MEASUREMENTS Io'ROVIDED BY TV %NSPECTION TAPES. - - — : — EX. 12 STORM - - - - -- % (� PROPOSED 8" WATERMAW '3. ................. .... ............................... �� ... r 370 _ 5 +59.9, .4.8' RT EX- '1-2„ S�oR"' MH X13 STA F :8" PVC a : 2.89 % 321 ELF O NEW 48" MH _ ' '360 : _ : : : RIM = 379.08 IIIIIIIIIIIIIIIIIIIIIililliiiiiloo - 8.83')G► ... :.........:. ........:.........:.........:.. :.........:.........:. �E 8" lV 3115.3 .......................:... . :. 6-LF OF 8" PVC : 129 /E 8" E = J71.53 2' +38. f 1 &14 :5 7' RT MH #12 STA -5'RT : �. • : MH. #1.1. S.TA ... , : : : : �� : : : NEW 48 MH : : 5+00 : : : : : : : : : w 4+ 00 w 3+ 00 w N : RIM = 375.81 :. .................................. ................I............. ................ ........ : 3&48.7, 4.90 L T REPLACE WITH NEW 48" MH : lE 8" N =- 38.28 MH 414 S TA 340 w lE 8" S = 362.20 : NEW aO MH 38-0- EXISTING CENTERLINE GRADf - 380 ...................... / ... -. .. E 8 N 3.51..13 ............ ............................................................. - ............................... ................................ • - - - -. - RIM = 382.84 lE 8" S = 381.13 H °Rti .............. :.................8" wA IE 8" W = ..... ....................... . PROPOSE TERN °� '"�s'�►,s�� : : : : : : : : : : "PVC 1.48'Xr 188 4&$LF OF 8 Q RECOMMENDED FOR APPROVAL h � 370 ....................... W"iw", CITY OF ._ _ RENTON as �" DATA IM WASTE'WA TER UTILITY DATE EXPIRES 8121 03c R ML » Planning /Building /Public works Oopt w wtp . q �W#f 7i REVISION ROLL 1_4� 7 BY IXTE AMR .� �.�..�► FR 55 zCANNEO APR Z L y� 370 ST KENNYDALE SANITARY "`R"'°°' SEWER INFILL PHASE II Am S_7 nwwurcTon PL NE a NE zM sr r ISI-13101 8 0 • c� w 4 aj co Q M 1�• N 0. • o�� °zI r T 1 m O ._ El O \ A: � v I II D D � r �C ,I / I r D V) m r O tQ m i.j m v' � r I I • W i w W �O ' I CB RIM= 28.47 IE 15" CONC S= 19.6 IE 8' CONC SE = 3 2.2 IE 15" CONC N =31 .5 . . \. i I I I II �o II Az 3 Cn = I� um r �-4 m r i 0 m 1 M� m CONC. r o / 4 _ �I SEE SHEET 4 SEE SHEET 4 EX CB STA 1+23, RIM = 328.31 IE 8" W = 324.5 NEW 1E 8" N = 324.6 O D � -0 m= D r x � GRASS CB RIM = 327.78 IE 8" CONC S=326.3 0r) 1 STORY WOOD HSE # 2204 1ST FLOOR EL =329.3 NO BASEMENT NO BASEMENT T. L. 180 1 STORY WOOD HSF # 2524 1ST FLOOR EL =329.1 NO BASEMENT I I T. L. 150 � I r- I GRASS 1 ! I Ix 1 I I "I - N Ir 9 giun cmc-rr T. L. 73 CB #2 STA 2 +49. 13' RT REUSE EXISTING CB NEW TYPE-1 CB EX CB STA 1+27, 17' LT CB #1 STA 2 +49, 10'LT RIM = 328.0± RIM = 32-8.31 NEW TYPE-1 CB 1E 8"N = 325.58 NEW IE 8"S = 324.79 RIM = 328.0± NEW 1E 12"E = 324.79 IE 12"E = 325.48 IE 8" S = 325.48 - _I_ T i T. L. 141\ \ \ \ \ \ \ \-323, \ \ \ \ \ \ I\ VACANT LOT \I- 324 I \ W /HEAVEY BRUSH 1 STORY WOOD HSE #2601 I 1ST FLOOR EL= 331. NO BASEMENT T. L. 163 ........................... ........... .... ................... .............. ...... .......................................................................... m 1+00 Of 2+00 3+00 ui X 330' : W : x : 21 L F OF 8" DI @ 0.5 % : ........................ ........... :.........:.........:..EXISTING CENTERLINE- GRADE......... ... ..................... ............................... : AV PROPOSED 8" WATERMAIN 320' ' 138 LF OF 12" CPEP �7a :0.5 i6 QI EX CONCRETE .......... . ................i... .. FIBER OPTICS, " ........ DUCT BANK 37 LF 'OF 8 DI 0.'5%.... : EX 8" :STORM 415 #�.FOFB "PVC @ 1.45 96 -7 A .. �.. i.. �.. �.. �.. T i 1 ST FLOOR EL= 332.8 NO BASEMENT T. L. 171 T. L. 149 1 STORY WOOD HSE # 2616 1ST 1. LOOR EL= 334.4 NO BASEMENT T. L. 170 GRASS 1 STORY WOOD HSE # 2625 1ST FLOOR EL =336 3 NO BASEMENT T. L. 165 k r- CA m ri co rri �y O AS -BOIL T SdM3074916 AS CONSTRUCTED INFORMATION PROVIDED JUNE 1, 2003 BY CDA TES SURVEYING SERVICE ALL SIDE SEWERS ARE SHOWN IN THE IR AS -BUILT LOCH 110NS AND ARE BASSO ON MEASUREMENTS PROVIDED BY N INSPECTION TAPES. 4 +00 5 +00 6 +00 ...................... ....... ..................................................... ............. a ...... ............... - � 330 .............................. ................. .... .. .. .. ............ ................................. m c ..................................................... ........... .5+19.9, 6'.LT... 20 MH #15 STAsf foe NFW dR" MH : .........:..................... ......._.............._.......................................................................:....._.......................:.......................................................... ....................•.1E8".Nf =3 3Z1.74...................... ...... ....... MH #6:STA 14 +85 62 5' RT IE 8 ,. E - 321.84 NEW 48 MH 300' RIM = 3�t8.36 :.. ....... : .........:.........:... IE 8" N = 315.�i4 ............................ .................. .............................................................................. ............... IE8 "S= Q* : 315.74 IE8 "E= %Qf dlv WIG. .315-74 290= .................................................................................................................... ............................... WA RECOMMENDED FOR APPROVAL h : ss,aWL► WASTEWATER U71LI TY DA TE 1EXPIRES 8 21 03 wwp vv- t0'v8 Tq REVISION ROLL 1�9,7 300 ................................................................................. .......... 290 ......................................................................... ............................. I ..................... . ..... I ............. w 1 Emn I APPR if r ° some �� -Z�• �'L°'-� A CITY OF EAST KENNYDALE SANITARY JULY RENTON �-� �� 9 SEWER INFILL PHASE II S_$ NE Sr 9 25 ccenrceo APR ss2006 /a r. .5- 3.7,"'i[ ISI-131017181 Im 0 • d v • ROLL 1 9L7. FR1J f W v �o 4 ROLL 1X9,7 FS 115 5- • 0 w 0 ROLL 1 �9,. FR 159 8 • vJ 1 is NQ 4