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W z LLJ Z 0 ■ IA L-11 r-11 I HI RECOMMENDED FOR APPROVAL AJ UTILITY � ERVICES DIRECTOR DA TE WAST,EWATER UTILITY DA TE MAINTENANCE SERVICES DIRECTOR DATE JEXPIRES 8/21/09 1 Rej REVISION SCALE.* AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY vEffnCAL. NAVD 1988 HORIZOWAL- MAD 1983/1991 DATU M \---r RAli CITY OF '14 IIAL RENTON Planning/Building/Public Works Dept. M I • SEE SHEET 7 f OD-c> I o cu) 4 9653600640 \j O (6 0 13 14 HOUSE #12404 HILLARI FF=521.5 LINS ROMID ALVES 0 AUSTIN SHAMARON L 15 16 1 1242 rrr- I I (HOUSE UNDER CONSTRUCTION) 12244 155TH AVE SE 12252 155TH AVE SE "I 1� 0 TOLLETT WILLIAM D JR CULWELL JAMES GARAGE FF=520.2 9353301050 9353301060 0 12260 155TH AVE SE 12266 155TH AVE SE (HOUS 9353301070 9353301080 HOUSE FF=523.8 'i a 1\1 I En FF=5 I 2 HOUSE FF=524.2 BSMT. FF=±514.7 HOUSE FF=523.1 1\S1 BSMT. FF=±515.1 BSMT. FF=±514.0 cp#5 2 HOUSE FF=523.6 CARPORT 635-3.6 MIC GARAGE N=182116.641 •1 FF=520.5�, BSMT. FF=±514.5 FF=519.5 E=1318756.105 GARA ARAGE ELEV=517.66 FOUND 3/8- REBAR/CAP 1 26.5 2 -5 2 =519.1 FOUND MIC WITH BI ASS PIN (PUBLIC SEWER) NX "AXIS LS 38011" IN CONC MON, DO 4 1.4! CON Ld LO -,N 1 0 Q 11 2/21/08 <�2 CB IM=517.66/ z CB RII I\ 517 4 IE GO =514, 0 CB RIM=51 NC(S)' C. R TA U 12 GARAGE 11=520,2 Lj (P All E 12" 11ONC(N) 515.9d IE 6-PVC(E)=51 .9 GONG GONG u- IE 1 "CONC(N)=514.86 GONG N 8 ON GONG GRAVEL 3"-5"DEC In IE 12" -,-,-,-,-ONC(S) 514.2 IE 4-PVC(E)=516.44 IE 12-CONC(S)=51 N 0 DRIVE CONC 1 1 IV SSMH RIM 521.43 DRIVE DRIVE DRIVE IE=516.9 v E 18" 3-3-3'ONC(E, =514. 8 GRAVEL J' IE 12-CONC(S)=516.44 IF 12-CONC(N)=51 0 CL C L% PV�4 (S) RA CD -(2)tO"DEG_- GRAVEL GRAVEL 12"CONC I I ;I N I IE 12-CONC(N)=516.39 CHNL 8 C(S)=508.4 G SHRUB 24 FIR PA DRIVE T EB El 6 DEC I 5"DEC 5"DEC R"DEC 5"DEC 0 ® O= 0 D /L GONG ORDER,--m T 773 OHL OHL OHL - -0 0 OHL v 0 OH OHL EW i HL 518 �= I v SD SD- SD KEYSTONE WALL I \ - I - 1.11 - - - - - - �1 SD I - a; - LsD GRAVEL GRAVEL OH ::a�HL L.- - - m Z�b rti 6' AC 6" C w GRAVEL nn W_ _w GRAVEL W_ w V GRAVEL GRAVEL m 1 RAVEL DRIVE ASPHALT ASPHALT ASPHALT I N 0 155th A Vw�F 0�c _SS _SS_ SS SS SS SS -SS-- SS ss- ss- '1_4 3:3: - - G- H R- _G G A G G G G_ 2" STW IP -G- _G _G 2" STW IP _G G -Art 0 - - - - -- GRA UP UP O IE=514.90 uP S 12"CONC SD S& 6D_ SD SD SD SO SO T GRAVEL ASPHALT ASPHALT __91 ASPHALT DRIVE -- - - - - - - - - - IV RIVE_ DRIVE iza DRIVE IE=518.9 B DER 6' )fEHCF_I�G0NC �WALL x 6' FENCE GONG 12"CPEP 12"CPEP 22 ON CB RIM=518.37 DRIVE IE=515.9 IE 12-CONC(S)=514.37 0 - \ FOUND REBAR/CAP GONG 12"CPEP IE 18-CONC(E)=514.17 IE=518.4 20" C &TV In N"G4 INC. LS 34050" GONG 12"CONC IE 18-CONC(W)=514.07 CP#15 GONG to -----JPUBUC SEWER) 52 26.5' 1 26. t 635 -5.15 /w GONG It c -VA-CA-N 38. 90 18"CONC (PUBLIC SEWER) E =131 45 777 z GAAGE' (UNDER CONSTRU EBLEV= 0. (PUBLIC SEWER) co FF=R519.1 (PUBLIC SEWER) S GONG GONG RIM=518.12 HOUSE #12411 HOUSE 12245 520.6 6-PVC(W)=515.29 FF=520.9 FF=523.3 GARAGE 12-CONC(N)=515.12 FF=520.6 HOUSE #12403 IE 12`CONC(S)=515.07 HOUSE 1225 HOUSE 12267 GARAGE HOUSE 12249 FF=521.7 FF=520.3 NGUYEN VINH V+DL C:) FF=522.5 FF=521.8 TON TOG D+WONG TIFFANY 935330091 NEMES EUGENE E+CLAUDIA 0 1 1 SSMj RIM=519.04 12411 155TH AVE SE 12245 155TH AVE SE 9353300910 9353301120 NN JUAN CARLOS MORALES-TAMAYO NGUYEN QUEEN CL CHNL 8 "PVC(N,W)=506.74 NGO KYLE+NGO TRACI 28 RUCKER VALERIE G 12259155TH AVE SE 12267 155TH AVE SE 12403155TH AVE SE 29 20 12249 353301110 155TH AVE SE 1 1 9353301100 9353301090 9353300920 9 1 6"PVC -------- SIDE SEWER STUB (TYP.) ............................ .............. ...................................... ...... . .............. . ....................... ....................... . ........... ............. ....... ...... EX. GROUND @ ROAD CENTERLINE 520 520- ................................... ........................................ ...... .......... .................... .......... ............. ........................ ........ ....... 0 <I) 00 0 0 ... . . . . .. . . . ................... ......... ............ ......... ....... . . . . . . . . . . . . . . . . . . . . . . . . . . ..... .......... ....... .......... .0 I - - - . - - . . .. . .. . ............... ) .0 > > W - .0) (D U) 41 U) (D 0 510- �5J0 ., ................ ................ ........... ........ ................... ....... ............ .......... ...... .............................................. .............................................. pvc @ 1.0% EXISTING 8" PVC SEWER (PLAN S-3327) 431 LF OF 8 EX SSIVIH ........ N - 1-82-464; 40 ...................... .......... ..................... ......... .......... .......... ....... ........ ........ EX'SSMH ...................... ................ ....................... ........ E:1318753.12 N 182111.73 RIM = 521.45 E 1318752.11 IE: 8" S = 508-.43 RIM = 519-04 IE 8"N = 508.53 IE 8" N - = 506.74 500 IE 8" W- = 506.74 500- ..................... ....... ......... ....... ................... ...... .......... ........ ......... ....... ................. ..................... ............ ................. ....... IE 8" S = 506-84 IE 8" E = 506.84 - ............. ....... .......... ....................... ....... ........ .............. ............... ......... ......... .......... < EXPIRES 8/21/09 W NO. REVISION w SCAM VERnCAI_ NAVD 19M 1 12=20$ 14ORIZONTAU NAD 1983/1991 CITY OF RENTON ONE INCH AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY MAY WHITE FENCE RANCH FELDwm 2008 IR - PAGE- SANITARY SEWER EXTENSION DRNIMNG W. I 155TH AVE SE S-2 ISHEEr* 2 OF* 15 'SI-131413121 I _ w Q z C) Ld O af 0- til w J li M N CO ti N CL `1 ►1 m m m m y N 6" PVC SIDE SEWER STUB . . . . . . ................................................................................................................. . . . . . . . . . . . . . . ........................ ....... . . . . - . . . . . . . . EX. GROUND @ ROAD CENTERLINE - - - . . . . .................................................................. ............................... ................................... .............................. . . . . . . . . . . ---.................................................................................... . . ......................... .520 . . . .... . . . . . . . . . . . . . - . 000 . . . . . . -o : 0 0 : 0 o water water gas water water: service –> service service service service L �, a �, ro ............................................................: ....... .. :.... ................. ..........................................._............... ...._......................,.. ............ ........................�.�,. . .....--.,............. ........--------- :............. cn L m 510: : :510 : H #7 42' LF OF 8" PVC 0 0.5% : : N ,82889.40 . . . . . . . - . . . . . . . . . . . . E 13 18753.82 : : ------------------------------------------------------- -------------------- ----------------------------------------- -------------- ---------------- EW-48" MH --------------------------------------- --------------------------------- ---------------------------------- -------------------- -- --------- RIM = -. 529.3+ . . . . . . . . . . . . . . . . IE 8" S = 590.64 . . . . . . . . . . . . . . 500: --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- . . . . . . . . . . . . . . . . . . . . IE 8" N = 590.74 . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . : . . . . . . . . . . . - . . . . . . . . . . - . . . . . . . . . . . . . . . . . .500 ------ ------------------ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................................................................................................................... . . . . . . . . . . . . . . . . . . . . ............................... . . . . . . . . . . . . . . . . . . ..........................----....-----..................................----------.......... . . . . . . . . . . . . . . . . . . . . . . . . ............................... . . . . . . . . . . . . . . . . . . EXPIRES 8/21/09 SCALE: 1 " =20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM DATE: :: CITY OF WHITE FENCE RANCH FlEL��K 2008 RENTON SANITARY SEWER EXTENSION PAM' NG NO: Planning /Building /Public Works Dept. S -3 155TH AVE SE SHEET: OF 3 ISI-131413121 W Q z F- U w O Of n i;i W N ' I M 3 N � a C 1 2 i HALGREN S WILLIAM a 9353300930 HALGREN S WILLIAM 9353300940 3 ®® I B �V o VACANT VACANT co CP #20 635 -7.20 M/W i N =183362.327 a E =1318767.838 — ELEVffi520.82 - - - -sts� 20' k,,e i IE =519.6 a 12 "CONC -- OHL OHL OHL • IE «519.5 i� � nn ... I � --------- __ „-------- --- -__ 12 CONC a _ a _ -521-- a J — 7 J N N �p O - a N IE =520.0 12 "CONC IE =520.2 12 "CONC a ' � a� i I� , , a �a ,p: a m, I- 11:1I�t M #2 ASPHALT s1 D as CONC Tz AVEL 22 - ---- -- -- UP/UT IE =518.5 12 "CONC ��S a 0 I/ colic T / o HOUSE #12009 FF =524.7 0 3 HALGREN S WILLIAM 9353300950 VACANT 519-- ___- -- 30" jCON 32 i OHL OHL ----- - - - - -- 1 I I IE =517.1 12-CONC 4 HALGREN S WILLIAM 9353300960 VACANT CB RIM = 519.32 IE 12 "CQW(§,N)= 517.82 — ONC(E)= 517.72 - - - - - -- - - - -- 518 — 6 „ —DI - - - - -- - -- - -- ff w -- — 155 0 3 o G G G G SD / GRAVEL GRAVEL / CONC BORDER / I IE =518.3 12” • DAR KEYSTONE 12 "GONG 8 ",10 "DEC WALL IE =518. .� 15 "CED CB RIM = 519.55 CON 8-PVC CONC IE 6 "CONC(W)= 517.60 0/ DRIVE "DE ` IE 12 "CONC(S 1111 — 17.55 \ 32 "CEDAR EC CO CB SOLID SOLID RIM= 522.03 IE 4 "PVC(N)- 518.83 IE 8 "PVC(E)= 518.83 I I fCP#19 635 -6.19 N= 183132 E= 131876 iW im C I 6" PVC SIDE SEWER STUB P (TY ) . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . 530 ................................................................................................................................................................................ ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . ....................................................................................................................................................... .............. ......... ........ . . . . . . . - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 520 EX. GROUND ® ROAD CENTERLINE . . . . . . . . . . -0 : 0 0 0 :12" Conc. 0 ;water ; : undgrnd water Storm - water ...... ......... ------- ...................... ..:.........:....................................................... power.......--- ........... service ................................... ............ service.:..... phone . . . . - . . . . . : - 479 LF OF 8" PVC @ 0.5% 510 A4H #2 - N 983364.40 . . . . . . . . . . E 93 98755.47 . . . . . . . . . . NEW 48" MH RIM= 529.0± ............................................................ ........................... . . .. ............ .......... ................................................... ............. IE 8"S = 5'3.90 . . . . . . . . . . EXPIRES 8/21/09 NO. I REVISION SCAM 1 " =20' HORIZONTAL- D ; 9W/1991 CITY OF RENTON ONE INCH DATUM AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY WHITE FENCE RANCH SANITARY SEWER EXTENSION 155TH AVE SE MAY 2008 FIELDBOOK: PAGE: DRAWING NO: S -4 SHEET: OF. 4 15 SMEFS d" N M N CL U-1 Q z U w O Of a_ 3 DONALD G +LYNN B 155TH AVE SE 9353300650 UNDER CONSTRUCTION) U LEE ROBERT C 5 I 6 I 7 I 12432 155TH AVE SE MOORE DIANE B OLIVER JOYCE & 9353300660 12440 155TH AVE SE 12446 155TH AVE SE BONBON WALTER L I9353300670 9353300680 I 12452 353 006 0� SE HOUSE HOUSE FF =522.2 HOUSE FF =525.9 HOUSE IFF =5217 I FF =527.4 I L 8 GOONAN MARTIN J 12610 155TH AVE SE 9353300700 GARAGE FF =527.7 I I . I� I I' 1' 'V I III I I I I I HOUSE #12618 `. FF =532.5 1 RAGE I W A=530. DEAN JEANNEI�'i>`��e` -0es _Q626 155TH AVE SE �-` 935 0 I I � PROPANE � 8z _ TANK i - - �a� APPROXIMATE---- -� lea 1, 1 .95 I FOUND 3/8" REBAR /CAP I II - ---- -_ - I \\\� �s''- -- ` CONC I I I I I tz 1 .85 / A S-380Ti" 1 .25 I I t ONC I I s , . \ 8 E 10 IR DRI I 12 I CONC CONC o IE= 521''-, 11 .15 DRIVE CB RIM =51 DRIVE v 15 DI I _;r► , -- z -IE =521.0 6 IE= 522.0 � '--(2)12 "BIRCH ell IE 1NS)--5W3 73 GRAVE _ p D a "CONDRIVE (3)10" VE C I 14" ON 7E= 4 IE =524.4 PLANTED AREA I 15 ads 8 FI-n- R- 12 "GONG 12-CONC ( d -�_ -- I I CONC I GRAVEL_ z _ OH L OHL GRAVEL, I OHL HL DRI ' OHL I OHL - £ - - - - -- I ' - L O L DRIVE zs H4 UJI w w w 6" AC 0 -- GRAVEL I Q IGRAVEL Lu 524 - --- I GRAVEL w w w -w �j j,� /� 2 ASPHALT ti 5� / / / C - - - - 2 � 0011'58 "W � 1274.11' - - 2" STW IP MH #3 " `' 3 1 G G G -- _ � 2" STW G G O t 16 "F '�z I Q DRIVE GRAVEL tias p rn - -- GRA - - - - -- CONC 15 IR 2i 24 FIR Y �` . DRIVE zzs -_ QBt1lL_ EDGE OF WO'OD-9--- - -- EDGE OF WOODS I I J I IE =518.9 IE =520.3 CONC Cp#1 4 z 3 " 635 -5.14 M/W �0 12 "CONC 12 "GONG 54 CTNWD. o Q 2 GAVEL - -° " I z FOUND 1/2 REBAR /CAP N= 181814.031 c�rS� -� c� " LS 29274" E= 1318744.452 , / 635 -439 M/W ELEV=518.45 CTDWD. AND ALDER MISED TREES ; cW� ( c0� 1393.964 �ytig VA I W / BLACKBERRIES m l I I I I -x,521 1318 a j - -- VACANT o VACANT 635 -5.13 M/W WALL ELEV= 523.93 s CONC BLOCK N= 181602.408 1 I I E= 1318743.919 110N) o ELEV= 520.96 HOUSE FF =523.0 ARAGE I VACANT I I BSMT. FF= 1513.9 FF =520. I I HOUSE FF =522.1 FF =521.5 �� HOUSE �\ FF =523.4 G THI TRAN I I DESHAW RUTH E SEGARAN CHANDRA WILSON LEE F 0 QUACH BRIAN +TINA VU CONG- AN +THUY HOANG TRAN 12611 155TH AVE SE CH I 124 93533 0890 AVE SE I 9353300880 I I DEMOPOLIS 93533 08 ORIS I DESHAW 9353300860E I 9353300850 j 12619 00 93533 840 SE 1262 937 533 0830 SE I 23 6" PVC SIDE SEWER STUB (TYr') 530 ................. ................................... ........ ....... ........: ...... .................................. .................................. .................................................................... ............ .........:............ ................................. 530 .............. ........... ......................................................... .................. ........................... .................... ............. ....... ................................................................. ................ ..................... ..... ....... ............. EX. GROUND @ROAD CENTERLINE ;0 water . . . . . . . . : : : : . ............ ...................................:.........:.. .......:............ •- •-- ...... ••--•--••- ••.............---- ...... ....... 520 :.........:.........:......... wa ei ... - : vice 520 service EX.' GROUND: ROAD CENTERLINE O.......... . - water - gas ; service service service 0 0 - gas ; 0 ga:s ; ; service ; ........... ........ ........................... .. ..... ....... ...........- ••• -•- . ........:...................:. .........•gffs......:.........:. ........:......service -....... .......:....... - -: - -- .- - - C - -"-------......... ..:.........:.........:........ .service �� 1.8% 416 LF OF 8 Pil/ Gc� 510 510 MH #3 N 181676.74 : : E 1318743.60 .........: ............................................................ ............................... NEW -48" H....................................:.........:... ............................... .......... ............................... RIM= 520.4± : IE 8" N 511.15 : IE8 "S 511.25 500 500 ............ .................................................................................... .................... .................................... ... ...................... ..................... ............... ............................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXPIRES 8 21 09 z N0. SURVEYED: SCALE: PACE HoRtzo r AVD 198 �ea� �> DESIGNED: 20 ••- CITY OF JDH ME DRA R EN TON WN: JDH ONE INCH DATUM CHECKED: AT FULL saoE Planning /Building /Public Works Dept. IF NOT ONE INCH REVISION BY DATE APPR APROVEO: LH LE SCA ACCORDINGLY WHITE FENCE RANCH MAY 2008 FIELDWOK: SANITARY SEWER EXTENSION DDRRAMNGNO: S -5 155TH AVE SE SHEET: OF: 5 15 SI-131413121 I w Q Z U w O tr n w Q W J 4. h ti w w 14 I i I I I O CONC�3 W TRAN QUANG VAN +ATHENA I I ! u_ 12652 155TH AVE SE i HOUSE 12 "DEC 9353300760 t FF =535.5 15 i 13 GARAGE I SIMS ROBERT N I KNAB HAROLD F JR gs FF =535.6 9353300770 I I 9353300750 I I^ t CONC MACMR_D DONALD S +JOLENE R �� o 126i2_15WLi AVE SE Sz 9353300 ` I I 12 Q I I I II �M V , i ~����` ¢ SHINES DOLORES S 12 "DEC — — — -- 53 £ `� VACANT I 12' 3Q' 42 PUGET SOUND ENERGYfELEC SE �— i — t 15505 SE 128TH ST t 20 "WILLOW I --- zeS--- — — — — I r ON � 16 EC �� r^ 1423059106 - - -- �— I j 635 -3.8 M/W I `+ J s3 *'CON- \���_ ' A DRIVE — — N= 180875.117 APPROXIM E= 1318767.456 OeKS RAVEL � � �� - - - - - -- --531 I I �, �E I s ELEV=532.44 ���\� _ _ IE =S 8.�,� t Q DRIVE I \ 12 CUNC �` ASPH t IE =528.5 IE= .4 I IE= 5'LS,Q_— `�'��6 IE =526.6 t 12 "CMP 15" ON A — I 5.6 " � DRIVE 12 "CO — _ 53 ' �, t 12 "CONC ONC _ r, t �I 12 "CO ASPPH ELT JUNIPER HEDGE 4" EC j ( -�3 _ I I t _ - 5 S ► IE =529.3 `��£ �s ---_. - - �r 8 "DEC �� ___ L �� 5' FENCE es MHO 1 - EC z OHL - - - - - -- - -- -- - - -- - -- w 52 6" AC w W -- s2s- -- W __ - -- - -- 2 6" AC w ss - - -_ W p w 3 w ---- 6"7,W 55th A I F MH #5 MH #4 1 3 I e _ L � e G 2 G - -- G tE _ ____ 2" STW IP G U s 4' FENCE Q _ 0 1 - - -- - - -1 ----ice " -tt FOUND LEAD /TACK GRAVEL C 12 EC HEDGE 635 -4.10 M p 53 DRIVE ( PLANTED s-R as _GRAVEL N =181047.837 _-- - 3/5/08 S2 �RIbE_ = 1318743.134 --- -ba - - - - - -- -- -- --6� - ca ELE1!= 3a a a Eh 2 "DEC 6 DEC `'S c� o w 524 CP#11 2 — 52 o U- 635-4.11 M/W " t - CONC 6 "DEC �- N= 181216.620 (5)4 DEC z OAK 10 a\ E= 1318743.413 ` CONC w LELEV= 527.65 2 I CONC WALK Lz t I� =527. 30N3i�S I I� .3�� 42' I =523.4 \ \ I / I a ' I� HOUSE HOUSE ��, I I FF =524.8 FF =526.8 HOUSE f HOUSE '1 I N HOUSE FF =528.8 vNi I i I FORBES BYRAN E +AMANDA I I FF =528.1 I I Q i i jl i 12635 155TH AVE SE ROUTH HOLLY M IIt 12643 155TH AVE SE MANNON ERIK J I M 9353300820 9353300810 o lIt 12651 155TH AVE SE A + NE O I 0 (I t 2 I 9353300800 I ' t 12657 155TH AVE SE 6" PV SIDE SEWER STUB ( ) . : : : 540 . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --...--•--• ....................................................................................................................................................................................................................................... ............................... EX. GROUND'@ ROAD CENTERLINE 530 0 0 : 0 gas water : water ser -vice service : ................ . . .. ....................... service -- gas - - -: water ....:.. ............................... ...._................. ........ ........ .- ...:................... ............................... ............ ........ ................. ° service service water service MH #5 :.....32.6LFOF -87 PVC @1.4° .... .... :.........:......... :..... :.........:... N180926.74: :....... - -: 520.....:.... :.......- .:.........: ........... . . . ... ............. - - -.. ......... .. E 13 18746 99 : NEW 48" MH MH #4 RIM= 531.7±- E -8" N _ :...................:. N.181255.74 ...............: 5........................ - -- •............ ...................,........... E 1318748.14 - . . . . . . . . . . . . . . . . . . . . . . . . . . . .. : NEW 48" MH RIM= 5272± : .....----- • ... .......... /F 8" .= 578.74.. :- ....................................... : 5 ........:.. .......:.........:.........:... IE 8"S = 518.84 EXPIRES 8/21/09 REVISION SCALE un�e 1 " =20' H00�D17997 :% ,- CITY OF WHITE FENCE RANCH MAY 2 °OS FlEtDD00K: RENTON SANITARY SEWER EXTENSION RAVA ONE INCH DATUM NGNO: S-6 AT FULL SCALE Planning /Building /Public Works Dept. S — V IF NOT ONE INCH SCALE ACCORDINGLY 155TH AVE SE sHEEr: oF: 6 15 SI-131413121 Lv Q z U Lit O X IZ w W J W d' M N M 1 N CL i N z O pNi Z � S Fn m m n W C II C C V F-' CC J CT r�i N M O I p°� J N N c°O D m O m ONi J a Z C)(/) to M _ � O' 4 -TI G7 c to 24th ST n 'mt) ip om I 0) M O o = O 3 = o 0 z n ONj 1 I N 164.09' - ss h rn- can - - -PINTO 1 515 r a 6' NCE " "-' C. 01) If -p Ln Z z P I ( I v I I mrrnm� I I Fn m m n .A I C V OsOsN �7 ° O I p°� � N O O O 1 I v a J C)(/) to r m _ � O' 4 rn i to 24th ST ` 'mt) ip I O o = O 3 = o ATAE C= CA rn 0 0 C> w J J J a' M W 3 ONj 1 I N 164.09' - ss h rn- can - - -PINTO 1 515 r a 6' NCE " "-' C. 01) If -p Ln Z z P - - --_ — - -- s mrrnm� -- - 7 - 51H Fn m m n .A - - - - -- - - - -- 518 - --+� - -.-.- 0 OsOsN �7 ° W p°� - - -' A i 4 O O O 1 I °D J - z o, O1 ZZZtn a W w - 4 rn i .Za OD nu w 24th ST ` ! O o = n ;0 3 = o w W 7K m C= CA rn 0 0 C> w J J J a' M W 3 W a' o w 00 51 N - __ 0 W Z N i s1s ASPHALT \ O O to >_ O � O w DRIVE 51g SD SO 1 '----GRAVEL I n C O j SD a m n i r r 1 � Cn 1 I m 1 z m ox q G7 A r A O 0 LA n M n ry 08 nco \ N .p. 0 IE =518.0 2 "PVC - - - - C3 N 1 u) 1 = D co r OWALK / I w� 8 1 N rn 1-► - _ - ww°o c=,: 1 I ,'1'� O I ,� C 1 � I J "n tom+ �n FF Cn O <Ri m I I I ° R1 N w rn N I - m ° -' PRF'P m CA r z N 11 N oil 01) to P , IE =516. " ( I V ( % ° � 12 CONI v v ° 1 0 m G IE =517.0 :FI-, 12 "CONC O IE =516.6 CONC = N o 5' FENCE 12 "CMP QRIVE v ° O1 0 30, — -- - - - - -- - -- - - -sie ° - - -- —'-IS D rnmm� - - --_ — - -- s - - -- - - - -- -- -- - 7 - 51H Fn m m n .A - - - - -- - - - -- 518 - --+� - -.-.- ---- —OITG - -- 517 -- ° W - --- 519----- ---_ -- - - -' -- 518-- - C5 11 / -0 "J °D _ - z o, O1 Vl W w - W- �- rn m "E 24th ST ` S87 54'25 Fn- m° z 328-18' n ;0 3 = °N rn 0 0 to m a' M W 3 II I ® Z Z cp 1 t C71tItt 00 51 N - __ (A Cn D i Cam+ C,� s1s ASPHALT \ I \� Ln SD SD DRIVE 51g SD SO 1 '----GRAVEL I Cn C O SD ° SD 0 D rnmm� ° O / C] ° ODaNN� �Zpr� p oo Fn m m n .A ED' (5D aD ;0 IZ�zz� = w rn Fn o oz °��NW r -__J C7 �v�� Z C5 11 / -0 "J °D � z run) 11 II - O' .p, n "J z o, O1 o N W w GARAGE °; v = °'0 -n rn m FF =518.5 /pNco O OD _- a) _- _ a co D N I Cb Cn 1 Fn- m° z � S n ;0 3 eP I °N rn 0 0 to m a' M W II I ® Z Z cp 1 t C71tItt n CA .'a ,C') C7 1 0 0 r6 vv (A Cn D i Cam+ C,� O 46 O rn D o \� Ln m rn _O() � -- 0 rn z ME IE 12 "CONC(S)= 514.68 IE 18 "CONC(E)= 514.68 IE 18 "CONC(W)= 514.53 HOUSE #12405 FF =520.3 i SIDE SEWER STUB 1 1� / --- - 0 -- --�'.- ° O / C Fn m m n .A ED' (5D aD ;0 = w rn Z Z 01 K Z 0 % OD _ o NZ � z run) 11 II - O' .p, n u:I 9 II W o N W w °s w rn m rn O � N C) rn + ° m m z m. Z 0 E�Dm n cn 1 zrn n ( 1 C0 1 ^�m a II O � 0 -P 1 Ck olmj- 1 OHL N II 1 1 J y n v N) OD O) I � N O u� m CA v rn 164.29' D G7 to n 12" STW IP D — GIt`�j G O ev °D I P3 N 11 �° p <WOD 1 I 0� O°D0�286W os � n (0 Capp. 3 , ► I °z � o P. vV000 i 0 to �► I � j--C:) can II z I <o ° L4 a O O I-+ .520.....: :......... :..... :............ .................... •- .....- .................. 520 ...... . . . . . . . . ... ............................... EX.: 'GROUND -® :ROAD �GE�TERLII�1 -E- - - ............... . gas : : main. :0 0 12" Cone. 0 Storm:.........: .........:.......................... ...:......................wa..r ...........:...------ ............................ - �.....:. :.........: service : 18 Conc. Q E - - - - Storm ifl . . . . . . . . . . . . . . . . . 510 . ........... ............. .......... ............ .....-................................... ......... ...---.................................................. ......... :.......- .:.........:. ....:.........:.....5.1.0:.. . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . : 323 LF OF 8`° PVC @ 0.4% MH #.7 ........... ............ ........•-- ........ N 982900.30 EXSSMH.... .............. ................ ............... _.... ........ N 182111.73 - - - - = = = = E 9319079.07 _ E 1318752.11 = = = = = = NEW 48" MH RIM = 519.04 : : : : : : : IE 8" N = 506.74 RIM��; 599.9± ..... SOO .....:. . ........ IE .8 w 506;74....:.........:...... . IE 8 *W = 508.93 500: IE 8"S = 506.84 = : : : : IE 8" N = 508.23 : IE 8" E = 506.84 _ : IE 8" ;S = 508.23 ... ........................................................................................................................... ............................... ..-•---------.............. ............................ . . . . . - - . . . . . I EXPIRES 8/21/09 sUMMD: SME LAIL. DOMED: 1 " =20, HORIZOMrAL: NO 1983/1991 ;; ,� CITY OF WHITE FENCE RANCH MAY 200E JDH "ELD800K MWN: JDH ONE �NCM =11 R EN TON SANITARY SEWER EXTENSI N PAGE, NO: CHECKED: a�SICA, DATUM Planning /Building /Public Works Dept. S -7 MAB IF NOT ONE INCH SE 124TH ST N0. REVISION BY DATE APPR avrRrnELH SCALE "`C0RD1NGLf SHEET: 7 DR 15 5 -343 C .A G') = w rn rn r rn rrn Go o m rn D+ N O � o N ° 0 � 11 1n rn m z 2 C 2 a OD v / Z 11 J 3 J V w � vv - om ` 1 � � J \� Ln 1 1 OHL N II 1 1 J y n v N) OD O) I � N O u� m CA v rn 164.29' D G7 to n 12" STW IP D — GIt`�j G O ev °D I P3 N 11 �° p <WOD 1 I 0� O°D0�286W os � n (0 Capp. 3 , ► I °z � o P. vV000 i 0 to �► I � j--C:) can II z I <o ° L4 a O O I-+ .520.....: :......... :..... :............ .................... •- .....- .................. 520 ...... . . . . . . . . ... ............................... EX.: 'GROUND -® :ROAD �GE�TERLII�1 -E- - - ............... . gas : : main. :0 0 12" Cone. 0 Storm:.........: .........:.......................... ...:......................wa..r ...........:...------ ............................ - �.....:. :.........: service : 18 Conc. Q E - - - - Storm ifl . . . . . . . . . . . . . . . . . 510 . ........... ............. .......... ............ .....-................................... ......... ...---.................................................. ......... :.......- .:.........:. ....:.........:.....5.1.0:.. . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . : 323 LF OF 8`° PVC @ 0.4% MH #.7 ........... ............ ........•-- ........ N 982900.30 EXSSMH.... .............. ................ ............... _.... ........ N 182111.73 - - - - = = = = E 9319079.07 _ E 1318752.11 = = = = = = NEW 48" MH RIM = 519.04 : : : : : : : IE 8" N = 506.74 RIM��; 599.9± ..... SOO .....:. . ........ IE .8 w 506;74....:.........:...... . IE 8 *W = 508.93 500: IE 8"S = 506.84 = : : : : IE 8" N = 508.23 : IE 8" E = 506.84 _ : IE 8" ;S = 508.23 ... ........................................................................................................................... ............................... ..-•---------.............. ............................ . . . . . - - . . . . . I EXPIRES 8/21/09 sUMMD: SME LAIL. DOMED: 1 " =20, HORIZOMrAL: NO 1983/1991 ;; ,� CITY OF WHITE FENCE RANCH MAY 200E JDH "ELD800K MWN: JDH ONE �NCM =11 R EN TON SANITARY SEWER EXTENSI N PAGE, NO: CHECKED: a�SICA, DATUM Planning /Building /Public Works Dept. S -7 MAB IF NOT ONE INCH SE 124TH ST N0. REVISION BY DATE APPR avrRrnELH SCALE "`C0RD1NGLf SHEET: 7 DR 15 5 -343 d' N M N CL CL �1 w Q z U w O ^r^ CL 13 I 14 TLENNERT CHARLES G FARNSWORTH PEARL 12250 156TH AVE SE 12242 156TH AVE SE 9353300440 9353300430 HOUSE 12244 I HOUSE #12250 FF =520 FF =521.5 ICONC 48" p 36 "C 0 ! 15 t ! CAMPBELL ARTHUR D +TRACY D 16 I 12258 156TH AVE SE DODGE ELMER +GWEN O ! t 9353300450 12264 156TH AVE SE 1"' " - O 9353300460 ' HOUSE #12258 I FF =520.5 \ 1 \ N= 182104.564 : HOUSE #12264 ISGRIGG DAVID ELEV=519.07 FF =520.0 26 "CEDA FOUND MIC WITH BRAS PIN ! 26.5' 26 ! 2/21/08 VACANT ! t ! i ! ! ! ! t ! t ! ! ! ! Cp 635 -3.7 MIC 1 N= 182104.564 E= 1319084.064 ISGRIGG DAVID ELEV=519.07 9353300010 ! FOUND MIC WITH BRAS PIN ! IN CONC MON. DOWN 0.9' ! 2/21/08 VACANT ISGRIGG DAVID D 12410 156TH AVE SE 9353300020 I I 3 HALGREN DONNA L 9353300030 CARPORT ( 2� -12 ! N � �� • � / i � � I VACANT i I z I IE =516.8 I ' V `� s✓� y 36 "CON 15 EC i ' CP 7 \ 12 "CONC °� 4Q t o a C N o s+ I 9 IE =517.6 a 635 -12.27 M/W V I 'i " CB RIM = 518.97 s I CONC 60 ON- cv t � N= 181894.554 � I IE�516. IE =51 6 IE 10 "CPEP(S)= 517.67 =517.7 ' 12-CONC 1 'CON 10 "CO C DRIVE CONC IE 12-CONC(N)=517.37 IE =517.5 12 "CONC ' r i 6 "HOLLY E= 1319092.278 sus` - - -- -00NC_ CONC WALL DRIVE 1 _ 18 0' ELEV= 522.77 4 "DFC CB RIM = 518.76 10 "CPEP GRA L � - - - -- > 3 "-6ts 4' FENCE AS GRAVEL IE 12 "CONC(S) 516.96 C -- - - - - -- __ -- - -IZ✓ " - -- IE 12-CONC(N) 516.86 �/ - s19-- _ DR � `. 24 DEC rn 10 CONC iy----- ` - - -`- s \ SD S'D SD ' - - -6TS - - - - - - N 2.5' c� S S D D ASPHALT AS HALT - -- --w w w W W DRIVE w 66 =DI 6. DI - -- s2s - -W D W Z - - - _ _ _ ,56th A l/E 0 2 Z - _ - -- _ -- --519- _ - - - - - - - - H #6 - - ~� - - h - h- - h - _-- IS -- - --- - --- -- - 2" STW IP - - - - - -- -_ -- _ _ G G --- - - ---- - --- sis - -- - - -- _ _ _-- - GRAVEL �-� bt Is" c c G \ \ --- ��51751515 -- _ -__ -- 815+` DRIVE _ 11� 518--- -�i - -- SD SD SD SD 14 51 - - - ----- \ \` OHL ` OHL N SD OHL SD S OHL OH OHL - - - -- O ASPHALT 36" i � ' 18 "CON 4' FENCE ttj HEDGE CONC CB RIM = 518.19 ! 3 0 - IE 518.9 ! " IE =516.1 1 t IE =516.9 IE =518.4 1 "CPEP ! 6 "DEC IE =519.6 z CONC ' °- C N�ASPHAL CP #25 IE 18 CONC(S)= 514.19 0 " I I 18 "CONC " o -__ o 12 "CONC � DRIVE 635 -11.25 A IE 18-CONC(N)=514.09 12 CONC ! 1 ! f 24" i 12 CONC 3' FENCE DRIVE N= 182251. w 3 ! 1! 26 5 1 o t° E= 1319093. 04 z ' y 2 CON I I �, I 1$ w - ELEV= =519. � I 1 ,�� CB RIM = 518.36 MOBILE OME In ! IE 18-CONC(SE)=516.53 , 1 1 ! Cu O IE 18-CONC(N)=514.51 I 2 ; VACANT VACANT 0 -_-51 ; ! n ( i IE 18-CONC(W)=514.46 \ - -_� HOUSE #12265 5.1 HOUSE #12411 IFF =519.2 I 18 N FF =522.2 WEISSER GARY L ! I WEISSER GARY L I 9353300500 9353300490 WRIGHT M JR °D10 ! 3 o HAMPTON CHARLES E +JENNIFER J 12265 156TH AVE SE I ! 30 N 12405 156TH AVE SE MOORE JASON P \ \ 20 I 19 I HOUSE #12257 I 9353300470 ! i 9353300300 HOUSE #12421 FF =520.1 IE =516.2 ! I 12411 156TH AVE SE FF =524.7 ` 12 "CMP i 0 9353300290 I 1 : 17 0 _ -_ 30 : WILKINS HUGH ! 29 I 12257 156TH AVE SE - - ^' - - p�k'�H D RU SSELL JOHN T � O 12421 156TH AVE SE oZ5Z3nnd Qn\ \\ 1 _ 6" PVC SEE SIDE SEWER T (TYP ") . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................................................................................................................................................................................................................................................ ............................... EX 5.20. .. ........ .............. :........ - - ................................. ......................--- ... :.. -----....... ........... :............- ...... GROUND..... . CENTERLINE ........................... ............................... :..... - :.....520' EX. GROUND C�? ROAD .CENTERLINE . 0' waiver 0 0 gas service : water ; service .0 0 : 0 service: : : 0 :0 gas. : ................... ....gas............. :.........: water gas 6" water .....................---.........-----.... ...--- •-- ...................... :.........: .......... service. . service service service. ..... ; ......... ; ... :. :.........: mairi % . 56LFOF81'PVC @3. 3 - : ........................................................................ ..............................: ................ --.................................------. ............................... .........................5.1.0: 431 LF OF 8" PVC @ 0.4°ly = = = = = = = = : H #6 : : 182'00.30 : ------------------ -------------------- --------------- ---------- ------------------- -------------------------------- ------------ --------- --------------- -------------- --------------------------------------------------------------------------- -------------------------- ------------------------------- E 1319079.07 : NEW 48" H : : R/ M= 519.9± : 5.00.. ................................................................................................. .......................... :.... .............................1E 8 "W= 508. 13 ............................ ............ :....................................... :................................... .... 500 - IE 8" = 508.23: IE 8" = 508.23: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .......... . .. ......----..........................................................................................................................................---..........................---............-.........------------.................. ................----- ...- -..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . a EXPIRES 8/21/09 W NO. REVISION SCALE: 1 „ =20' HOR �� � ;983%1991 Ali ,: CITY OF RENTON ONE INCH I DATUM AT FULL SCALE -� Planning /Building /Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY WHITE FENCE RANCH FlE> 2008 SANITARY SEWER EXTENSION MNGNO. 156TH AVE SE s -8 sHEEI: OF, $ 15 343121----''--- n • W J ►�1 IIJ I I I I I(I ( I 6 7 9 I I 11 12 IBURNSIDE REBECCA L I DOLAN LARRY E I 8 I DICKSON CLYDE M +CLAUDIA J+ I I I to ( ( MCCOY JAMES ( f f 9353300360 HALGREN DONNA L HALGREN DONNA L 9353300420 9353300370 9353300390 9353300400 9353300410 ( DOLAN LARRY E z VACANT I I 9353300380 � a VACANT CANT w I I VACANT VACANT VACANT /`i - CP24 635 -11.24 M/W VACANT p,23 Q I ( I ( /' ( \ E= 13$9094.275 635 -11.23 M/W o / / ` ( ELEY =518.73 ��- a� E =1389094.756 0 ( I " \\ s \\ 48 "CON ' IE =514.1 4 j I CONIC WALL. �� � 12 "GONG � 5� 24 "B ELEV= 516.91 `� �� 24 CONV , Cj rs� IE =515.5 10" G -9TS---.✓ ��•' -y - --514' �� �+�, `�'"� `� SO - rS Df -_ rorru - -- C` - - -- -- -- -- - - - - -- - -- - - - °- - - - - -- _ = -- - ---- . . . - 514 - -- - - _ -_ 9is -- [illCkL_ 1 --- - - - - -- -514- - - - - -_ _ - - -trTS- bT -- - - - - -- - - -- - - - --_ - --��j- - -- T8 - �- - - -- -- 516 - - -- TS -- 516 - - -- - -- VAE - - - -- -- - - - - -_ [TS 6 C - -- 516---- - - - - -- - - - - - -- - 9TC - -- - - - -- -'- -- TS- - -° - -- - - -- -- -�- W -_-FT '- yy W IN VY W W _ �7 W-- yy W - - -5 - -�N W 156th \\\�� " .._...__..517 it / A V� S� 518 — — — — — — — — — — — N00'11 58 E - -- c f 1324.49. — — — — — — — ,.,8 3 MH #8 _ 2" sTw IP - - - -- MH #7 W 517 c - 2" STW IP ° - 516 - - - -- -- - - - - -- i8 STS - - -- -9tS is - -- 516t -g -- - - - - --- �_9IS - - - -- - - - -- - - - - - -- - -- -516 - -- - - - -- -- - - - - -- _ - - -LIS ---------- 8TS--- - - - --- - - -___- - - 51 DITCH -� - t+TS - -- -- -- --- - -- 6TS- - - - - -- 4IS - - iS triS - - - - -- -1 _514 --513 -- - ---- - - - - -- _ ----�� - - -- - -- - - - - -- - - - -- - - - - - --- O - -- - - - - -- [� DlTc�C - -- - - - -- - - - ---------- - - - - -- — - -- - LTS---------- - - - - -- - ---- - - - - -- W 513 - -- -- - - - - -- - -- 0 O� 513- - OHL - -- - -- -_� _ _ Who - - - - -- - - - - -- - - -- _ - _ - -- - - -- S -514- -- - - - - -- _ 513 - - - -- -- - - - -- - - - - - -- 513 - \------513 - -- -9TS 516 ____ -- 51,4_ 14 = - - -- ---- -- - - -- ------------ Ks- - -- - - - -- ------ bTS - -iS - - - -� - - -- ``� - -- -513- 514 - - -- =='� - �.. --- - - - - -- T9:c�- - IE =512.7 � IE =514.7 cjs < \ 6,i TEMPORARY �'� 24 CONC 12 "CONC \ ( ----.� ( ,i51 ON P T I 1 ( I I\ I p' #22 VACANT : �� VACANT 635 -7.22 M/W i' N= 183015.986 VACANT ( I ( VACANT I VACANT ( I I I E= 1319076.256 ELEV= 517.53 • CHERRY STREET INVESTMENTS VACANT I ( HALGREN S WILLIAM 9353300560 CHERRY STREET INVESTMENTS STUECKLE JAMES T � VACANT - 9353300570 ( ( 9353300550 ( HALGREN S WILLIAM ( 9353300530 I HALGREN DONNA L ( WEISSER GARY L I 9353300540 9353300520 9353300510 N 26 25 I 27 24 - - I I I I I I 23 ( 22 I 21 I I - I I I I I I ( I 6' °PVC THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS SIDE SEWER STUB TO PREVENT DAMAGING THE EXISTING 24" i�,P) _ DIAMETER N. RETE . CULVERT. ALL COSTS ASSOCIATED TED WITH ANY ADDI TI.ONAL PERMITTING ING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : REQUIREMENTS, ENGINEERING, AND PROJECT ................................................ ............................... . ............................... ........................ ................--------.------------..............----............. ..............--- .............. DELA YS AS A RESULT OF DAMAGING THIS = . . . . . . . . . . . . . . . . . . . . . . CUL VERT SHALL BE THE SOL E RRESPONS/B/L I T Y OF = = 520 = = THE CONTRACTOR. : 520 ................. ---.........................................................................................------........................................... ............------ ............. ----.................................................................. ............................... . . . _ . . . . . . . . . . . . . . . . . EX. bROUND @ ROAD CENTERLINE water service : : : : : 0. : p:... ............. ........................................................................................ ............................... .................... ...--- ............... .... - - -- ........_... .... - - - -- : .........:.......gas service 24" con c storm ..... M. H - #8- - = :.... = . 439- LF°OF8 °'PVC: 4f ................................ ............................... . � ....:......... .--------:---........ ........_...................... . N 182970.30 : : : : : : : : MH #7 : E 93 99082 90 = = = = = = = = = = N 982535.30 = = . . - . . . . . . . . . . . . . . . . . NEW 54" SHALLOW MH : : : : E 1399080.59. : .........:.........: RIM=. S' 7: 5±.......:.. ....... :...................:... :................--...........:...................:.........:....... .. :......... :................ -- ..........:.........:.........:..-----..:.........:....... NEi�I /48 "MH:.......- .:.........:. :.---- - -.... - - . - IE 8" S = 511.77 : : RIM= 598.9± = IE8 "N= 599.87 = = = = = = = = = IE8 "S = 509:95 = = IE 8" N = 590;05 ................... ........................ ....... ................... ....... ........ .............. .............. ................ ................................................................................................... ....... ....... ..................... .......... . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................................................................................................................................................................................................... ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXPIRES 8/21/09 Mill REVISION SCALE: 1 " =20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL, NAVD 1988 HORIZONTAL. HAD 1983/1991 Alf�\ DATUM t Ali ,4R CITY OF ML RENTON Planning /Building /Public Works Dept. WHITE FENCE RANCH Fl. 2008 -. SANITARY SEWER EXTE N S I N DRAWING NO; S -9 r 4i a W J W BETCHER RICE 11900 15E 06381( FOUND REBAR /CAP IS 6012° 3/5/08 L 6 " PVC SIDE SEWER STUB ........ ....... ............................................................ (TYP) - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................... ............................... .................................. ............... .. ........ .... .. ....................••---..... ............................... ---... .......- ....................... . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . EX GROUND @ROAD CENTERLINE water gas 520 services service : ............ ... . . ... .............. .... :0....... ................. . ----- - - - - -- --•----------- •----- .................. gas oservice water gas service 0 0 service g as - : service 0 N 183385.29 391 LF OF 8" PVC @ 1.0% = 0E 131983.47 = = = = . . . . . . . . . . . . . . . . . . . . . . . . ..........................:.... .... ...... ... ...........:... NEW. 48.". MH..............:.........:.........:.........:.........:.........:.........:.................................................: ...................:........... 51 0 : RIM= 523.9± . . . . . . . . . . . . . : IE8 "S:= 515.78: .................... .............................. ........... ......... I m NO. I: XTH-1'9[6101 5 SCALE: 1 " =20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM CITY OF RENTON Planning /Building /Public Works Dept. IN #AkSVW— Mi 90-MA AVE SE ME DATE: MAY 2008 FIELDBOOK: PAGE: DRAWING NO: S-10 SHEE: 10 OF. I! � 6"PVC SIDE SEWER STUB .......... (TYP-) ....................................................................................................... I ........... I ............................. ......... ............................................................... Q) m M m N) 540 .540 .... . ........... ......... ................. ............. ............. ........ ........ ......... ...... ....... ....................... ............. ....... ....... .......... ........ MH#10 0 water N 181740-30 "ON11, 0 service * ............. ..................................... .......... ....... ................... ........ ................................. ......... ...... ...... ....................... E - 131907-7-82. 69 *a ' 0- gas ... ............. ............. EX. service service 9<)s NEW 48"MH service RIM= 527.4± MH-#1 I IE 8" N = 519.27: -�30 -0. 9. gas ......... ............. .......... .................... ...... ................................. N. 181240.31 .... ............... ......... -5.30.... ....... JE. 8 S 519.37' ........................... water service E 1319076.08 - service NEW 48" MH 3.0% 0 PVC :water ........ ....... gas .496 LF OF RIA4= 543.2± service service.................................................... ............. .......... ................. JE8".N-=-534.25 . ...................................... .......... 0 ............................................. water IE Off S = 534.35 service 0 water 20 5 service................... ............ ............ ...... ........................... ....................... ....... ...... ................................................. ....... ............... ............................. 510 5.1. 01 ......... ....... ......... ..................... .............. ........ ...... ........... ....... .......... ......................... ........... ............... ....... ...... JEXPIRES 8/21/09 NO. N:-tlqmm SCAM 1 09=209 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVO I HORIZONTAL: NAD 190/1991 DATUM tR41,0110 CITY OF '104 ba RENTON Planning/Building/Public Works Dept. WHITE FENCE RANCH SANITARY SEWER EXTENSION E SE ICI MAY 2008 FIELDWOK: PAM DRAWING NO: S-11 9m.. OF, 11 15 OMEN n i i 4! z J li W I D2 ►51 4 FOUND LEAD W/ NO TACK 3/5/08 KING COUNTY 1423059063 FF =551.1 6" PVC SIDE SEWER STUB . . . . . . . . . (TYP.) . . . . . . . . . . . . . . . 550. .550 .............. ...... ..... . . . . .. ........... ............................. .. ...... ...... ...... .......................... - - - -- ............ .................. ............ ................... ........................... - . . . . . . . . . . - . . . ............................................... ...................... .... ... EX. . GROUND . b ROAD CENTERLINE . . 540:0 ........:........ .. gas................: :.............. :........- :..- ....- .:...... ......:....... :.............................: 540...............:.. .......:.........:............. water water ; service ; services service . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 306LF ®F 8" PVC 0.7 %........ ; .......... . ....................... MH #12 N 180930.31 E 1319075.00 530: : : : NEW 48" MIY :530 ............................................................................ ....... .................. . . .... RIM= ........ ; ........ ........ ;........ . ;.... . E l 8" N = 536.49 - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . ....................................................................................................................................................................................................... ............................... - . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - .......................................................................................................................................... ............................... ...................................... ............................... EXPIRES 8/21/09 sca.E 1 " =20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY HORIZONTAL. I D 19WIlNl ;; R CITY OF RENTON DATUM '\--PPlanning /Building /Public Works Dept. PIH 711 L aq� AR • 156TH AV MAY 2008 PAGE DRAWING NO: S -12 SHEET. F 12 O15 ►i Q a 0 a W a Z J U Z U J W PAY LIMIT TRENCH BACKFILL 5' -0" FOR 8" & 4' -0" FOR 6" SEWER LINES 1, _ 6,9 6" SEE DETAIL FOR STREET RESTORATION REQUIREMENTS SUBSEQUENT BACKFILL MATERIAL (NATIVE IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9 -03.19 (SELECT BACKFILL) OF THE SPECIAL PROVISIONS. FOR SEWER PIPE: PIPE ZONE MATERIAL PER SECTION 9- 03.12(3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING. EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER. MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST 8" & 611 SDR 35 PVC SEWER PIPES TYPICAL TRENCH BEDDING AND BACKFILL NOTES: 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. SAWCUT FINAL JOINT TYP. EACH SIDE riu v of WASy�S� �1 231699 lv� GIs ASS /ONAL ENG` EXPIRES 8/211/09 12" TYP TRENCH (SEE DETAILS) PAY LIMIT OF TRENCH PAYMENT LIMIT OF PATCH ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL I NOTES: 2" OF 1/2" HOT MIX ASPHALT OVERLAY EXIST. ASPH. CONC. PAVEMENT, TYP. 3" OF 1" HOT MIX ASPHALT PATCH 6" CRUSHED SURFACING TOP COURSE BACKFILL (SEE BEDDING /BACKFILL DETAIL) 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED PER SPECIAL PROVISION 5 -06.1 AT END OF EACH WORK DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. FINAL 2. THE • BE OF • r THE UNDISTURBED EDGE OF 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCIDENTIAL TO OTHER ITEMS OF WORK. 4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN (2) WEEKS OF COMPLETION OF WORK WITHIN THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER. SURVEYED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORZONTAL- NAD 1983/1991 DATUM CONSTRUCTION NOTES 1. HORIZONTAL DATUM IS NAD '83 '91 BASED ON TERRESTRIAL TIES TO THE CITY OF RENTON CONTROL POINTS AS SHOWN ON THE RESPECTIVE PLAN SHEETS. VERTICAL DATUM IS NAVD '88 BASED ON CITY OF RENTON CONTROL POINTS AS SHOWN ON THE RESPECTIVE PLAN SHEETS. 2. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 3. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. 4. STATIONING SHOWN IN CENTERLINE OF ROADWAY OR SURVEY CONTROL LINES AS DEFINED BY THE CONTROL POINTS. 5. ALL MANHOLES SHALL HAVE LOCKING LIDS. 6. SET ALL MANHOLE LIDS TO FINISHED GRADE. 7. PROVIDE AS —BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS OF MANHOLE AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 8. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS. 9. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT, INSERT ETHAFOAM HS 600 PLANK —FOAM BOARD OR EQUAL AS CLEARANCE SEPARATION. 10. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION. CONSTRUCTION SEQUENCING 1. THE SEWER WORK ON 155TH AVE SE FROM THE EXISTING MANHOLE ON SHEET 2 TO MH #3 ON SHEET 5 SHALL BE PERFORMED FIRST. CITY OF WHITE F NCH RENTON SANITARY SEWER EXTENSION APRIL 2008 j FlDODR AWNG N Planning /Building /Public Works Dept. S-13 DETAIL SHEET SHEET: OF: 13 15 ISI-131413121 I I w Q W J W i lkiz! linn NOTES: 1. SANDBAG SEDIMENT DAMS SHALL BE PLACED IN DRAINAGE DITCHES 4 FEET UPSTREAM OF THE DOWNSTREAM CULVERTS THAT ARE ADJACENT TO CURRENT CONSTRUCTION OR AS DIRECTED BY THE ENGINEER /INSPECTOR. 2. SEDIMENT TRAPS SHALL BE INSPECTED WEEKLY DURING DRY WEATHER AND DAILY DURING WET WEATHER. SEDIMENT SHALL BE REMOVED WEEKLY OR AT THE DIRECTION OF THE ENGINEER /INSPECTOR. 3. SEDIMENT TRAPS SHALL BE REMOVED FROM A DITCH ONCE THE ADJACENT CONSTRUCTION HAS BEEN COMPLETED. 4. FILTER FABRIC FENCE SHALL BE PLACE ALONG DRAINAGE DITCHES WHILE CONSTRUCTION IS TAKING PLACE ADJACENT TO THEM. THESE FENCES SHALL BE REMOVED ONCE CONSTRUCTION ADJACENT TO THEM HAS BEEN COMPLETED. 5. CATCH BASIN "EROSION SOCKS" SHALL BE INSTALLED IN ALL CATCH BASINS THAT ARE ADJACENT TO THE CONSTRUCTION ZONE. THE SOCKS SHALL BE INSPECTED WEEKLY DURING DRY WEATHER AND DAILY DURING WET WEATHER. SOCKS SHALL BE CLEANED OR REPLACED AT THE DIRECTION OF THE ENGINEER /INSPECTOR. [`T A Vf'[l FILTER FABRIC FENCE e�r7r� FILTER FABRIC —\ SAND BAGS FILLE WITH PEA GRAVE OR WASHED DRAT EXPIRES 8/21/09 m STAKE REVISION SANDBAGS SHALL BE FILLED - WITH PEA GRAVEL OR WASHED DRAIN ROCK. SANDBAG SEDIMENT DAM SHALL BE THE GREATER OF 4 THE DEPTH OF DITCH OR 1' DEEP (MIN.). I,- 1 " =20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 4 VERTICAL NAVD 1888 HORIZONTAL• NAD 1983/1991 DATUM INSTALL FIL TER FABRIC FENCE (TYPICAL) 0 ct CITY OF WHITE FENCE RANCH FlEIDBA 2008 REN TON SANITARY SEWER EXTENSION -DM NO. Planning /Building /Public Works Dept. EROSION CONTROL PLAN S -1 s "EEC. 14 OR 15 S 1 -3432 w z E- C) W O CL w W J ,i NOTES: 1. SANDBAG SEDIMENT DAMS SHALL BE PLACED IN DRAINAGE DITCHES 4 FEET UPSTREAM OF THE DOWNSTREAM CULVERTS THAT ARE ADJACENT TO CURRENT CONSTRUCTION OR AS DIRECTED BY THE ENGINEER /INSPECTOR. 2. SEDIMENT TRAPS SHALL BE INSPECTED WEEKLY DURING DRY WEATHER AND DAILY DURING WET WEATHER. SEDIMENT SHALL BE REMOVED WEEKLY OR AT THE DIRECTION OF THE ENGINEER /INSPECTOR. 3. SEDIMENT TRAPS SHALL BE REMOVED FROM A DITCH ONCE THE ADJACENT CONSTRUCTION HAS BEEN COMPLETED. 4. FILTER FABRIC FENCE SHALL BE PLACE ALONG DRAINAGE DITCHES WHILE CONSTRUCTION IS TAKING PLACE ADJACENT TO THEM. THESE FENCES SHALL BE REMOVED ONCE CONSTRUCTION ADJACENT TO THEM HAS BEEN COMPLETED. 5. CATCH BASIN "EROSION SOCKS" SHALL BE INSTALLED IN ALL CATCH BASINS THAT ARE ADJACENT TO THE CONSTRUCTION ZONE. THE SOCKS SHALL BE INSPECTED WEEKLY DURING DRY WEATHER AND DAILY DURING WET WEATHER. SOCKS SHALL BE CLEANED OR REPLACED AT THE DIRECTION OF THE ENGINEER /INSPECTOR. EXPIRES 8/21/09 j Ius C`TA 1 /iC` REVISION 1 - 11. 1 -3RIC i � am an FILTER FABRIC -\ SAND BAGS FILLE WITH PEA GRAVEI OR WASHED DRAT SURVEYED: PACE DESIGNED: JDH DRAWN: JDH CHECKED: MAB APPROVED: LH STAKE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERRCAL: NAVD 1986 HORIZONTAL- MAD 1983/1991 Ad' DATU M CITY OF RENTON Planning /Building /Public Works Dept. SANDBAGS SHALL BE FILLED - WITH PEA GRAVEL OR WASHED DRAIN ROCK. SANDBAG SEDIMENT DAM SHALL BE THE GREATER OF j THE DEPTH OF DITCH OR 1' DEEP (MIN.). WHITE FENCE RANCH MAY 2008 SANITARY SEWER EXTENSI N PAGE DRAWING EROSION CONTROL PLAN SH�S- O.5 16 15 ISI-131413121 I N M d' C'7 N CL IG G a V Z G W i WHITE FENCE RANCH SANITARY SEWER EXTENSION Ili �II I lid IM-11-81 X111 V&M Eir VICINITY MAP AS -BUILT February 11, 2009 "AS -BUILT INFORMATION PROVIDED BY HARMSEN AND ASSOCIATES, INC. SIDE SEWERS ARE SHOWN IN THEIR AS -BUILT LOCATIONS .3 EXPIRES 8/21/09 DRAWING INDEX Sheet 1 - Cover Sheet and Index Sheets 2 -12 - Sanitary Sewer Plans and Profiles Sheet 13 - Details Sheets 14 & 15 - T.E.S.C. Plans and Details (NotAsBui /t) S=343216 _: V E PACE se AS SHOWN xoaz rox mE e3 - xw CITY OF nESEn. wrw /lees �� >L JDH .0 JDH RENTON �_��, nP�: ,,���_1 I DATUM g1ECME MAS nr nnr. swr_ Planning /Building /Public Works Dept, iE nm oxE ixw NO. REVISION BY DATE APPR aPPxmE« PC0fl01H0LY H WHITE FENCE RANCH SANITARY SEWER EXTENSION MEN MAY 2008 i1E1J18WK PAGE. wuwwc xo: S -1 E: C: 5 1 �2I 115 I w Q Z U O a m N M d' M CL >N 2 .1 I - - - - - - - I 1 1 p 13 14 UNS 12244 533TH 50V SE I p 1US71 155TH AVE SE I p FOLLETT WILIaAM D JR 9353301050 9353301060 12260 155TH AVE SE 9353301070 HOUSE FF =523.8 HOUSE FF =524.2 I BSMT. FF= ±514.7 BSMT. FF= ±515.1 GARAGE HOUSE FF =523.6 CARPORT FF =520. - BSMT. FF= ±514.5 FF =519.5 �GARAG I I ARA FF =52 � I =51 `/ 1 °CON CONIC I CONC 8' ON CONIC I I° DRIVE GRAVELI CONIC tAVEL z SSMH RIM = 521.43 DRIVE DRIVE GRAVEL I I DRIVE _ CI. CHNL 8 -PVC(S) =508.4 rI CONIC ORDER 5 "DEC 5 "DEC "DEC 5"DEC I I ( I MHL OHL- HL = HL HL OHL -�- 2~ 1 KEYSTONE WALL J I B GRAVEL '6�.AC ° o GRAVEL 6° AC w w w GRAVEL w _ w w GRAVEL w ° _w ASPHALT ASPHALT ASPHALT sS s5 s5 SS Ss 55 2°6STW 1 G G G G G G- G- 11' Yn SxR9YEL o- NY yT, CRAVE --- - - --uH -- _ i UP - \ I1W, W se .-. -., sa .... ....__so so SEE SHEET 7 __ -ora q o III f I I 9353300640 HOUSE $72404 HW 16 ° 1v n^ I I I I FF =521.5 (HOUSE UNDER CONSTRUCTION) TCULWELL JAMES i I \ I GARAGE FF =520.2 I 12266 155TH AVE SE ° 9353301080 - FF HOUSE FF =523.1 CPN6 FIN , BSMT. FF = ±514.0 635 -3.6 M\ o N= 182116.6 ---- I E= 137875626.5 2 , 5 ELEV = 517.6 \(PUBLIC SEWER) FOUND 3/8" REBAR /CAP a FOUND MIC W \ I I AXIS LS 38011" I IN CONIC MON \\ I( P • I I ° 2/21/08 CB J'� = 517 ( CB RIM CB RI -517.4 IE 1 CONCS514.9 �CB R =517 -1_ IE 12° ONC(N) 515.9!3 IE t "CONC(N)= 514.86 \ I`- -- '�'��" I E 6"PVC(E) IF 72° DND(S) 514.2 IE 4 "PVC E)= 516.44 -_- IE 12 °CONC(S) 3 " -5 °DEC IE =516.9 1 I E 18tONC(E,) =514, 8 GRAVEL I IE 12 "CONC(S) =516.44 \ IE 12 "CONC(N) JB 12 "GONG 24 FlR i ; PA 0. ON (2)f., 0„1 I i DRIVE I IE 12�CONC(N)= 51639 \\ _ 6 EC i o 0 0 .fC (]fir.) -� q 0 GMT. 0 OH OHL OHL HL L \ 578 G � so so W-1 6" C / -� GRAVEL M x, M GRA DRIVE GRAVEL GrG_ 155th AVE SE f xs - -____ GRAVEL / ASPHALT - - - - -- ASPHALT 6 "DE ASPHALT I \ DRIVE / ' RI '. _I- DRIVE C3. --_tom ri r� DRIVE vs .V \ IE =518.9 _�C_ixs_IE =SBB ox B DER ' - -�MCL- CONC WALL 6 FENCE CONIC \ 6 °,8 DEC - -� S- IE "CPEP " CB RIM = 518.37 DRIVE \ 12 "CPEP ¢ / IE 12 "WNC(S)= 514.37 i- 1 N \ FOUND REBAR /CAP 2 "CPEP 72 °CPEP IE =515.9 I w \ IE 18 "CONC(E)= 514,17 CONIC 12 °CPEP "+ W . -� 12 "CO.4 20 "D C C11N 1 ° I IE 18 °CONC W = 4 INC. LS 34050" - -- CONIC 72 " GONG I - \ I CONC I I� \ I .. O- 514.07 e 9t`r•�_ -_.,�PUBLIC SEWER) I �- - J .xx ---xa CPN15 N sz 26.5" r 26. I E PLASTIC LI� I - - 635-5.1!5 338. /W 0 CONIC 1 I JE,CONH-- ____________ - VACAN ' (PUBLIC SEWER) L E =131 745 777 \ ' z 18 "GONG _- els -__,_ / (UNDER CONSTRU CONC LID I I -- ELEV =5 0. 6 I I I FF =519.1 (PUBLIC SEWER) I I I (SEPTIC ?) - _. - - G A CONIC (PUBLIC SEWER) CONIC � RIM = 518.12 HOUSE $72417 HOUSE 12245 \ I I FF =520.6 \ I_ \ ������ ( 6°PVC(C(N)=515. ff =520.9 FF =5231 GARAGE 6PVC(C(N)= 515.12 HOUSE 12267 FF =520.6 HOUSE })12403 IE 12'CONC(S)= 515.07 GARAGE HOUSE 12249 HOUSE 1225�J FF =521.7 o FF =520.3 NGUYEN VINH V +D NEMES EUGENE E +CLAUDIA ( FF =521.3 FF =522.5 O I FF =521.8 I I� I TON TOC D+WONG 11FFANY I 93533009 12245 155TH AVE SE SSM RIM= 519.04 12411 155TH AVE SE 9353301120 JUAN CARLOS MORALES- TAMAYO NGUYEN QUEEN CL CHNL 8 "PVC(N,W)= 506.74 9353300910 26 RUCKER VALERIE G 12259 155TH AVE SE 12267 155TH AVE SE q NOD KYLE +NGO TRACT 12403 155TH AVE SE 29 2� I 72249 1551H AVE SE I 9353301100 I 9353301090 I I 9353300920 9353301110 - 6 " PVC SIDE SEWER STUB (TYP ") EX. GROUND 0 ROAD CENTERLINE 520. :..... .: 520 0 ODO m 0 A > > > > 5.10..:........ m..�3.. °... 5.1.0:. EXISTING 8" PVC SEWER (PLAN S -3327) 432 - 4S4-LF qF 8" PVC @ 4.996 0.81% EX SSMH .......:........ N 182464:40 ................................................................................................... ............................... ............ _ ................... .............................. ........................... ............................... . E :1318753.12: EX SSMH ......... ... N 182111.73 RIM = 521.45: : E 1318752.11 IE 8" S = 508.43 RIM = 519.04 1E 8" N = 589-5'3 508.45 IE 8" N:= 506.74 500 ...:...IE 8" W 506.74 ..:.........:...... :..... ...:.... ...:.. ....:.... .....:.........:.........:..... 5 00:... .......................................................................... ............................... ....... ................ ...... ................ .... .... ....... . IE 8" S = 386.84-. 506.81 S=343217 lE 8 "E= 58!r.B�!- 506.81 ............. _ ...... ..... ........ . ............................... AS -BUILT February 11, 2009 *AS -BUILT INFORMATION PROVIDED BY HARMSENAND ASSOCIATES, INC. SIDE SEWERS ARE SHOWN IN THEIR AS -BUILT LOCATIONS EXPIRES 8/21/09 NO PACE Kxncu: ruw +eee onwm: 1 " =20 �wwzoe"wwnreaz�'wi �. ,.� CITY OF WHITE FENCE RANCH MAY 2008 °" Me oil";JDH RENTON SANITARY SEWER EXTENSION wool. N`%. CHEMID: ox[ ixa DATUM " • *ma svu Planning/Building/Public Works De t 155TH AVE SE s"`�': c2 x:15 MAB it xor ONE wcx P • S - 2 REVISION BY DATE APPR �`"` PC0R01NCY e ;� "�� 5 -343 w Z U w O a NT Ch I` N CL ►1" 7 5 I I O I Y DOUGLAS 12048 55TH AVE SE HALGREN S WILLIAM I I 6 - 9353300990 9353300970 12040 155TH AVE BE II GAMLEM THORALF E III 9353300980 a I I \ S UT LEVEL W /BSMT. a I GARAGE FF =520.3 VACANT ? VACANT E 519.5 - CP #18 IE =519.2 12 "CONC 635 -6 .18 M/ W N= 182933.949 0 12 "CONC E= 1318767.602 I 24 ELEV= 521.43 CONC x s n 8 BASIC VENTURES, INC 12206 155TH AVE BE 9353301000 VACANT NS I i ?,ALLISON 0 10 9 o IUECKLE JAMES T ARTHUR D 12220 155TH AVE 5 2212 155TH AVE BE - 9353301020 9353301010 HOUSE FF =521.7 GARAG ! HOUSE FF =523.4 BSMT. FF= ±512.6 —519 BSMT. FF= ±514.3 C ® CONC 12 GO .7 DRIVE 12"CONC o 11 12 E I CIAPANNA SAMUEL JR +WILLIAMS I WEBER ANGELA J 12228 155TH AVE SE 12236 155TH AVE SE 9353301030 9353301040 I HOUSE FF ARAGE \ GARAGE - GARAGE BSMT. FF= F =519 HOUSE FF =524.3 FF =519, FF =520.0 BSMT. FF= ±515.2 GONG 52° DRIVE 5" bN IE =520.1 stn w IE =519.7 .;° 12 °GONG CONC WALK CONC CORD IE =520.0 DRIVE 72 "CPEP ( IE DRIVE 2 "CONC 2k'CON �✓ 2 °I -s2z rd, 4]E=520.0 I IE =519.8 IE =519.6 � GRAVEL O GRAVEL i2 "C 12 "PLA LANTED .� oxl. [2�- o"L onz OHL 2 °GONG �L oHL 0 L _ _ t2�___ r2 ALL a-- sts - - -- DITCH DITCH DITCH ° . / ) 6' DI W / 6" AC W WIT - W w W 27��iRAT/E�W GRAVEL W 27 DITCH W 155th AVE SE ASPHALT ASPHALT I t^ MH #9 132208' ----- -_ - - -- _— - -- azs — — — — — — —522 3 E =519.9 c G c D G G c c c G " 2° STW (2) 2 "CON 12'GONG / I GRAVEL / DITCH I - - --12 - - --e3-- tzs -- -- - -- 2 -- - -- _ D - -- / GRAVEL / 01'fCR� I szt GRAVEL / I / -32. GRAVEL ° GRAVEL DITCH / 22CONC rpm � / ______1Z ____ -____ __ _.rjzl— s0 — - -tzs t2 SD / GRAVEL / ( 522— IE =520.1 22---- _______ 6 "FI PLANTED DRIVE DEC as I s— 12 "CONC o 0 GRAVELI 18 °RR 45" ON 10" ON 28 0 0 82L- 26" EDAR IE =519.7 SH 5 DEC 4 DEC 0 DEC 4 DEC 2 10 D C IE =579.5 IE =519.8 z CONC I PLANTED po /2 "GONG --�_ -� FANG F -- 12=520'1 DRIVE CONC I DRIVE 72 °GONG 12 "GONG E2 DR I IL _ 12 "GONG o DRIVE - o CONC 15" EC I12"CON2 _ LL - 4bEC' I CP #17 f 12 "GONG - --I1 '�CONC F 635' 6.16 M/W O 2� - / I s2 - ez _ DRIVE `__ I I 635 hI 8 "LtlN �� I Iiol _ �f I _ _ 2s IV _ _ N= 182736.230 IE -520.7 ( 1 x - WAU, N =18253 .898 10 ",15'CON E= 1318748.986 v 12 "GONG E =13187 .797 AS -BUILT February 11, 2009 'AS -BUILT INFORMATION PROVIDED BY HARMSEN AND ASSOCIATES, INC. SIDE SEWERS ARE SHOWN IN THEIR AS -BUILT LOCATIONS P -a F rn - z v 23169 EXPIRES 8Z21/09 N0. PACE �mnn0sl Toro lase PAC "�' _ CITY OF WHITE FENCE RANCH MAY 2008 JDH JDH INA RENTON SANITARY SEWER EXTENSION oMHCH°: °"c �HOH DATUM MnB ^ *I LL I Planning /Building /Public Works Dept. S -3 " °'E"' "°" 155TH AVE SE REVISION BY DATE APPR ^P ^ "0''mH eG°1£P0C0PDWG1'r sxer:•r: 00 3 75 �r:r 1314131 P1 F w Z U w O a N M d M N CL r I I I I I 1 HALGREN 5 WILLIAM I HALGREN S WILLIAM I I HALGREN S WILLIAM 9353300930 HALGREN S WILLIAM I 9353300940 9353300950 _ 9353300960 I~ 3 I I I I I -CP #19 Yom. 635 -6.19 M/W I I O I I VACANT I N= 183133. ` `J VACANT 649 VACANT I o VACANT E =1318768.344 A m CP #20 ELEV= 520.13 635 -7.20 M 27 N 1318762.327 I 519 t ('� E= 1318767.838 I ,(�C' /I CB RIM= 519.32 v,/ 3 ELEV= 520.82 _ �- 30° ON IE =517.1 EHE'y-�ONC(E) =517.72 2 ---stsss----��� 20' h / 32 ° CON �ONC i IE =519.6 - _5t9 IYCONC OHL OHL OHL L ��QHL OHL —O L OHL —_s' IE =519.5 • - . ... -'- ... 12 "CONC i� 1 m I m ____________W ______ _____ ste 6" D ______ _ 55th AVE SE �MH #2 IV z 0 3 2" STW IP a G G G G G C G G rti e+ 1 Ai ASPHALT 51?— / O V 7 \ - - -Res GRAVEL / GRAVEL / r ,` \\ • / CONC _ \ / W IE "CONC i • / 2 "" — _ CONC BORDER / 12 "GONG \ t • I � � � — AVE L _ _ _. ER ,_ J z2 12 "CO.3 12 "C DAR KEYSTONE ¢ I ___ — — — — — — — — uPNT I 2 "GONG WALL IE =520.2 , ¢ IE =518.5 8 ",10 "OEC 15 "CED CB RIM = 519.55 12 "CONC I m g22 IE= 518. {} CON I CONC - 12 "GONG 8-PVC IE 6 "CONC(W)= 517.60 N I % DRIVE �S , Re ° ttt I DRIVE �2 IE 12 "CONC(S - 17.55 9 ' 2 I KEYSTONE L 32 "CEDAR EC o 'ea d HOUSE #12089 CB SOLID RIM =522.03 rl FF =524.7 IE 4 "PVC(N)= 518.83 IE 8 "PVC(E)= 518.83 - '1 � I �- 6" PVC SIDE SEWER STUB (TYP.) 530 . ............................... ......................... .............. ............................... ........ AS -BUILT February 11, 2009 • AS -BUILT INFORMATION PROVIDED BY HARMSEN AND ASSOCIATES, INC. SIDE SEWERS ARE SHOWN IN THEIR AS -BUILT LOCATIONS D NED: JDH DP KN: JDH C;MKED: MAB NO. REVISION BY DATE APPR -IR- LH �mncu: rww'"a ' - CITY O F 1 =ZO Ho '"a" NN 198i/1891 1I ��_�����1 RENTON Dl DATU M ^T �a Planning /Building /Public Works Dept. If NOT ONE INCX sceu ncmxowcLx WHITE FENCE RANCH EMW: 2008 SANITARY SEWER EXTENSION v` GxD: 155TH AVE SE S -4 SXEEt: oE: 4 15. { q%Pi 5 -343 W Z U w O a N M M I\ N CL 5 LEE ROBERT C 12432 155TH AVE SE MOORE DIANE B 3 9353300660 12440 155TH AVE SE 2 DONALD G +LYNN B I 9353300670 155TH AVE BE HOUSE - 9353300650 \ FF =522.2 - HOUSE FF =522.7 UNDER CONSTRUCTION) f - .9 I I 1 .85 / // II I I FOUND 3/8" RE8AR /CAP , iI 1 .25 / I A 38011" CONC 4 .15 / _ —�1;\ DRIVE CB RIM =51 DRIVE ' IE 12 N,S) =517.3 CV — ,�� PLANTED AREA I\ I OHL L OHL L I OHL HL GRA L SO GRA — p DRI - 6 AC W f 5o W AVE SE 6 T I 7 OLIVER JOYCE & - 12446 155TH AVE SE BONSON WALTER L 8 9353300680 12452 155TH AVE BE ( GOONAN MARTIN J I HOUSE 9353300690 12610 155TH AVE SE FF =525.9 9353300700 HOUSE FF =527.4 GARAGE FF =527.7 \ I v I I I I PROPANE ( I i _ - ---- -� TANK CONC dS z 8 DEC 10' IR DRI o \ I I ` IE =521T CONO 2 I I GRAVE 15 "DI _ DRIVE DRI I t5 �y 14" " ON 12 "DI -__ as I szs OHL OHL - -- - - — — — w sT W 6" AC s GRAVEL GRAVEL 2 ASPHALT a 2 h` HOUSE #12618 FF =532.5 I) ( ARAGE =530. \ �� — (�� O \ D JEE�It __ � EAN ANN Des � °ES _ 626 755TH AVE SE APPROXIMATE ' -" I CONC I _i' z _ IE =527.6 IE =522.9 �� �_2)12 °BIRCH _ _ —TES 4 E =52A4 m � CONC 12'CONC 12 °GONG GRA EL DRIVE zs "- z H� \ W GRAVEL z m 26 — = — — — — Gunaary — '' 1274.11' z° SW IP _ , MH #3 �2s 2° SPIN DRIVE GRAVEL p . a2 p z GRA _- CONC zs rs e xs __ 15 IR z1 24 FIR zt DRIVE j ___ a2s EDGE OF WOODS I 0 I 1 I j IE =518.9 IE -520.3 I CONC 3 CP #14 z I tz 635 -5.14 M/W 0 12 "GONG 12 "GONG z CP 12 AVEL FOUND 1/2" REBAR CAP -sts� /y`4 54 "C WD. o N / / N= 181814.031 W 635 -4.72 M/W LS 29274" E= 1318744.452 1393.964 ELEV = 518.45 CTDWD. AND ALDER MISED TREES ' < 2i VACA sts� I W /VA ANTBERRIES I I I 635 -5.13 M/W I I h WALL BLOCK ELE ozs 1 RON) I' I I I I - I I ELEV= 520.96 ( - I - HO 30 VACANT N= 181602.408 = 1378743.919 39 GARAGE VACANT BSSF=5 FF =520. I FF_5221 HOUSE FF =521.5 HOUSE �\ \ FF =523.4 G THI TRAN QUACH BRIAN +TINA VU CONG- AN +THUY HOANG TRAN I I 611155 RUTH E SEGARAN CHANDRA - WILSON LEE F � 0 - 12611 155TH AVE BE - I 12493533 0890 SE I 9353300880 I I I DE 9353300870 CHRIS I DESHAW RUTH 0 E I 9353300850 I 261993522 AVE 4 SE I 12627 93532300830 SE 23 0 ) 6 " PVC SIDE SEWER STUB (TYP.) 530. ........................ 530 AS -BUILT February 11, 2009 AS -BUILT INFORMATION PROVIDED BY HARMSEN AND ASSOCIATES, INC. SIDE SEWERS ARE SHOWN IN THEIR AS -BUILT LOCATIONS PACE rmn mAl lase °��NE°DH =20' °' °�' ° °' :: ,, CITY OF WHITE FENCE RANCH MAY 2ooa flDBO°": DH RENTON SANITARY SEWER EXTENSION P. INO W. °NI E DATUM D "ccNmMAB n.rua scut Planning /Building /Public Works Dept. 155TH AVE SE S -5 G NOf ONE IHpI NO. REVISION BY DATE APPR ^PWWD: ACNflD1XC`P °r: 5 15 a�. -� 5 -343 w z U w O 0_ 2 N M Iqt M N Q. W CONIC jI IE= 5'15.0 12 °GONG GRAVEL DRIVE - 52 � CONIC ALD S +JOLENE R 6111 AVE SE ASPHALT ' #71 ELEV= 527.65 HOUSE FF =535.5 SHINES DOLORES S 2638 155TH AVE SE I1Ep 6= 5526..6 4' FENCE O 3 CONC "' 14 LL m 13 KNAB HAROLD F JR es 12&¢6_155111 ANE -3E"� 9353300750 1 — — 120 'DEC. - - -53 \ 1 17 "CON' - OCKS `IE I� =5 12 ON ASPH RI E JUNIPER HEDGE 4° EC 1 II 1 i eA 55th AVE SE 3 G G G -- o CP m _ 12° EC HEDGE zs GRAVEL 35.8; _ N=181647 Mty& "`= 318743.1 ELEV =D.-5i CONC 14 THAN QUANG VAN +ATHENA 12652 155TH AVE SE 9353300760 - GARAGE FF =535.6 ASPHALT -I- — DRIVE �->es IE =528.5 12°CMP �- --533 IE =529.3 6 E _ I \J1 I I I 5' 0- 30N33 .9 i i i 15 I SIMS ROBERT N 9353300770 vJ ' i I i I VACANT I �� 12' 1 ,3Q CP 8 635 -3.8 M/W N= 780875.117 E= 1318767.456 ' ELEV = 532.44 >e 'i I MH #5 ° u I ' I il JO 1 42' I PUGET SOUND ENERGY /ELEC 15505 SE 128TH ST 1423059106 I _ FOUND LEAD /TACK 3/5/08 HOUSE HOUSE © I�,,\ II ( \ I m IIH FF =524.8 FF =526.8 N\ `�S HOUSE o III HOUSE FF =527.1 I N Ilil il"xi, ( HOUSE I FF =528.8 FORBES BYRAN E +AMANDA FF =528.1 a ICU' ROUTH HOLLY M 'I I 72635 755TH AVE SE 72643 755TH AVE SE I III 9353300820 - 651 155 ERIK J I�I� 9353300810 12651 755TH AVE SE SAWYER ERNEST C +MARY JANE 0 20 I 19 I 9353300800 I 12657 155TH AVE SE n � o�s'c3nmon °'\ a I IIII I C�i r 61f PVc SIDE SEWER STUB (TYP.)..... ...... .... 540. . AS -BUILT February 11, 2009 AS -BUILT INFORMATION PROVIDED BY HARMSENAND ASSOCIATES, INC. SIDE SEWERS ARE SHOWN IN THEIR AS -BUILT LOCATIONS Q - z q 23169 � cis EXPIRES 8 21 09 N0. PACE vm Na`m +em XowoZ P . ,gv /1901 jiM CITY OF JDH 7K RENTON JDH o "L E!r1eM' DATUM cxECxE VAR Planning/Building/Public Works Dept. IF NOT ONE ONE I NCH REVISION BY DATE APPR -PH - s A0WROING1 LH WHITE FENCE RANCH n 2008 SANITARY SEWER EXTENSION oZm14014O: 155TH AVE SE s -6 sxEEr: 8 OF �:sr 5 -343 CV M d' M N CL I w Q Z U w O d I ! U uzN �wlll n JJmf m z IE =516.6 I M 12 "CMP — S87'5425 "E 328.18' _ 1 � o' N U OU y � N m 2 � a WALm zK O :q H 19 2 g - rn O3II J m A � b O N °p A ? U U b �ajl\ CONC 1 1 i pm 41VE SE 124th ST IE 12 "CONC(S)= 514.68 IE 18 "CONC(E)= 514.68 IE 18 "CONC(W)= 514.53 HOUSE #12405 FF =520.3 6" PVC J SIDE SEWER STUB (TYP.) GONG DRIVE '�-- o of .SZP:. 0 0 gas main, 0 12" Cone. 0 m'mmm tiu o 3 WC401 2 E : n .o Storm n 000� S � Z z Z N Uz52 m 5.1.9... .. . . ........ ................ O Z v �u o+ pIpn N> �m nU pU AppAm T Z W O W U N W ..:... .....:......... . .EX S m N �$z98B 3B 18z1oo.59 - N SSMH. ;.........;...... . ......:............... . ..:..t ....0 ..8 ....:.........:............ w z B - - N NEW 48" MH - - RIM = 519.04 - - - - RIM= 549.9-+ 519.94 - ...............:. . .....:IE 8" W 606:74.. : . . . . . . . . . . . . . . . . . . . . . . . . .50 0l ✓ N � I 1 O C D C OT2 m p O N (n \ a m st IE =516.Q T 12" COO ° N IE =518.0 I77.0 E =5 — — II 2 "CNC O VITAE 3.5' FENCE 5' FENCE ste-- °_-- -- -- -- --__ __ W p SIB ASPHALT DRIVE 6' NCE SD 50 m 0 0 z °> __m° 30� n mm'mm �i II`QQQ111 U'!/1 mm 0 yN i' p p NNNA Z mmZUCJ U °U 2.YV,i1 OOCJ� � 'O 'p'�i�0�<WOJ IO �(n OUI OOOII zzzZ p ( ZZZU m2 NW n�cnm�. O11 > I RS2,4m �n r RRR�I ��:n sc> 9u,, rVw GARAGE z 0 FF =578.5 o Oj i Z OR10 n nUi rTl °n m tii u�m i m D fe I ! U uzN �wlll n JJmf m z IE =516.6 I M 12 "CMP — S87'5425 "E 328.18' _ 1 � o' N U OU y � N m 2 � a WALm zK O :q H 19 2 g - rn O3II J m A � b O N °p A ? U U b �ajl\ CONC 1 1 i pm 41VE SE 124th ST IE 12 "CONC(S)= 514.68 IE 18 "CONC(E)= 514.68 IE 18 "CONC(W)= 514.53 HOUSE #12405 FF =520.3 6" PVC J SIDE SEWER STUB (TYP.) GONG DRIVE '�-- o of .SZP:. 0 0 gas main, 0 12" Cone. 0 m'mmm tiu o 3 WC401 2 E : n .o Storm n 000� S � Z z Z N Uz52 m 5.1.9... .. . . ........ ................ O Z v �u o+ pIpn N> �m nU pU AppAm T Z W O W U N W ..:... .....:......... . .EX S m N �$z98B 3B 18z1oo.59 - N SSMH. ;.........;...... . ......:............... . ..:..t ....0 ..8 ....:.........:............ w z - E 1318752.11 - - - N NEW 48" MH - - RIM = 519.04 - - - - RIM= 549.9-+ 519.94 - ...............:. . .....:IE 8" W 606:74.. : . . . . . . . . . . . . . . . . . . . . . . . . .50 0l ✓ �ajl\ CONC 1 1 i pm 41VE SE 124th ST IE 12 "CONC(S)= 514.68 IE 18 "CONC(E)= 514.68 IE 18 "CONC(W)= 514.53 HOUSE #12405 FF =520.3 6" PVC J SIDE SEWER STUB (TYP.) GONG DRIVE '�-- o of .SZP:. 0 0 gas main, 0 12" Cone. 0 m'mmm tiu o 3 WC401 2 E : n .o Storm n 000� S � Z z Z N Uz52 m 5.1.9... .. . . ........ ................ O Z v �u o+ pIpn N> �m nU pU AppAm T Z W O W U N W ..:... .....:......... . .EX S m N �$z98B 3B 18z1oo.59 - N SSMH. ;.........;...... . ......:............... . ..:..t ....0 ..8 ....:.........:............ w z - E 1318752.11 - - - N f 1 = 1 I 1 N is O) 11� �2 z e a C II itJ O / U N 1 J J I � m m° om - 30' 0' 1 \ d 1 i 1 ONL Z J ^` W O J V II 1 m � N ° — _ U y — _ n 164.29' — — _ a 3 i A a 2" S1W IP c c -- _z - II II W a 0 I Nz'nmmzmn 0 1 titzcm��Ua °/ IIN N11 \4ZO«'O�IV y3 omn I �v r 1' ti z 1 I� --S20 N IE 8" S = 684 506.81 IE 8" N = 58$:2 --3. 508.65 lE 8" E = r✓B6.SA 506.81 IE 8" S = 50 3- 508.65 AS -BUILT February 11, 2009 *AS -BUILT INFORMATION PROVIDED BY HARMSEN AND ASSOCIATES, INC. SIDE SEWERS ARE SHOWN IN THEIR AS -BUILT LOCATIONS EXPIRES 8/21/09 N0. REVISION G oESICxE JDH OMW JOH CHECKED: MAB Ivmnra: xgro laee = r=— CITY 0 E 1 " =20' HoR ZONra: Nso IDV / +eal u RENTON oNE INCH DATUM Al Planning /Building /Public Works Dept. IF NOi ONE INCH SCNE ACCORDINGLY 5- 343222 WHITE FENCE RANCH E�K 2008 SANITARY SEWER EXTENSION Do... SE 124TH ST S -7 sxEEr: 7 0'. q;�laa 5 -3433 EX: GROUND ®ROAD CENTERLINE ......................... . .SZP:. gas main, 0 12" Cone. 0 3 o 3 18" Cone. E : : : S Storm 5.1.9... .. . . ........ ................ 324 3�'3LFOF8 "PVC@B:4'% 0.54% M MH #6 ..:... .....:......... . .EX S N �$z98B 3B 18z1oo.59 - N SSMH. ;.........;...... . ......:............... . ..:..t ....0 ..8 ....:.........:............ . - - E 1318752.11 - - - N NEW 48" MH - - RIM = 519.04 - - - - RIM= 549.9-+ 519.94 - ...............:. . .....:IE 8" W 606:74.. : . . . . . . . . . . . . . . . . . . . . . . . . .50 0l ✓ AS -BUILT February 11, 2009 *AS -BUILT INFORMATION PROVIDED BY HARMSEN AND ASSOCIATES, INC. SIDE SEWERS ARE SHOWN IN THEIR AS -BUILT LOCATIONS EXPIRES 8/21/09 N0. REVISION G oESICxE JDH OMW JOH CHECKED: MAB Ivmnra: xgro laee = r=— CITY 0 E 1 " =20' HoR ZONra: Nso IDV / +eal u RENTON oNE INCH DATUM Al Planning /Building /Public Works Dept. IF NOi ONE INCH SCNE ACCORDINGLY 5- 343222 WHITE FENCE RANCH E�K 2008 SANITARY SEWER EXTENSION Do... SE 124TH ST S -7 sxEEr: 7 0'. q;�laa 5 -3433 w z U w O a N M I\ N CL I i VACANT WEISSER GARY 9353300500 20 48 C N I,F "I(y ' 1 1 ISGRIGG DAVID D 14 I 15 1 12410 156TH AVE SE I I 9353300020 I I TLENNERT CHARLES G - j - - CAMPBELL ARTHUR D +TRACY D 16 12250 156TH AVE BE 12258 756TH AVE BE I I 9353300440 DODGE ELMER+GWEN CO HOUSE I 9353300450 � � 12264 756TH AVE BE �.F 1 I FF =523.2 9353300460 HOUSE #12250 1 FF =521.5 HOUSE ./12258 1 6P #7 -- FF =520.5 I 1 635 -3.7 MI6 1 - � N= 182104.56 E= 1319084.04 WAL 3 HOUSE #12264 4 \ FF =520.0 Z' EDA 1 ELEV= 519.07 CONC ( i FOUND MIC WITH BRAS PIN 9353300010 HALGREN DONNA L IN GONG MON, DOWN 09' �� I 9353300030 36 "C o 1 2/21/08 VACANT /� 60" ON i � I \ 26.5' 26.5' � / I I 0 -[2 ,, \{ VACANT IE =516.8 36 "CON I i i CP 27 12 "GONG R+ I " i C i IE =517.6 635 -1227 M/W CB RIM= 578.97 GONG 0" ON- iv 1 N= 181894.554 1 IE =51 6 DRIVE GoNC o IE 10 "CPEP(S)= 517.67 =517.7 ' r ._ i 12"CONO E= 1319092.278 �A CONC WALL 10 °CO C DRIVE IE 72 "CONC(N)= 517.37 IE-517.5 12 "GONG 1 6 "HOLLY �S 4"nvr. IE RIM= 518.76 10 "CPEP� GRA L -�8 07' .L. ELEV= 522.77 {\,.w } -l-\ \C v, 4' FENCE -� IE 12 'GONG 5 - 516.96 C - -- -`� -- AS GRAVEL O- DR �__ __ ___ °1z -- - - - -__ - - -- IE 12 "CONC(N)= 516.86 � ( s _ 24 DEC � -� -GtS U 1 I �__ _ _ -- �- 2.5' F SD -- 8tS ers -__- ^Irrfi __ D, - - -_ '-�IT£H GR VEL - ... _ .. . D � ASPHALT - ' - - - -- W w W 6" DI AS HALT D ___ - 1 5 ° - - - --' ____ 6" DI - _ -- �-- --_ -se 523- _-- -_-- -- ...._. - ----- �]---' - m m w w - - - - -- ° 156th AVE S ° tiry - - - -- - - -- MH #6 - - - - - LL - - - - -- m - -- __ 6/S _ -- 2" $TW IF G GRAVEL _ - - � srs AT ' c c \ \\ DRIVE n�j _ 513 - -- 51s sD s0 s0 so OHL \ OHL ' SO OHL SD ON OHL ____ Nr �L 516---' -"-- -- -__ -_- - -- ) 0 s 36" __621 48" FV'�G ASPHALT 18 "CON 4' FENCE D Z CONC a 3 O -� IF 518.9 �% HEDGE CB RIM= 518.19 I i 6 " DEC r; I IE =576.9 IE=518.4 _ 1 CPEP -V'- -' IE =519.6 �ASPHAL CP #25 IF 18 "CONC(S)= 514.19 IE =516.1 I w CONE C N I , I 18 °GONG - --- DRIVE 635-11.25 51. /W IF 78 "CONC(N)= 514.09 " 12 CONC 1 i I , 24" 12 ° GONG D 3' FENCE 0 - : 72 °GONG DRIVE N= 182251..1 B 2 3 III 6' 26 5 t o E= 1319093. 04 W I ELEV =519.0 n MOBILE h IE618 HOME CONC(SE)= 516.53 IE 18-CONC(N)=514.51 I V 23 I/ VACANT __s1 n I I IE 18 'CONC(W)= 514.46 \- II HOUSE #12265 g j I HOUSE #12411 % FF =519.2 I y 18' N ( FF =522.2 WEISSER GARY L IN. I ;; ° 9353300490 WRIGHT M JR _ I I HAMPTON CHARLES E +JENNIFER J 12265 156TH AVE BE 1 30 N 12405 156TH AVE BE MOORE JASON P HOUSE #12257 I 9353300470 1 9353300300 12411 156TH AVE BE HOUSE #12421 19 FF =520.7 E =5 I I FF =524.7 12 "CMP 1 ° 30 9353300290 17 I I WLHINS HUGH \ - 29 RUSSELL JOHN T 12257 1567H AVE SE I F - - ® - -I m'F� I 1 Q 1 I 72427 156TH AVE SE [124Z2lViA PI, AS -BUILT February 11, 2009 *AS -BUILT INFORMATION PROVIDED BY HARMSEN AND ASSOCIATES, INC. SIDE SEWERS ARE SHOWN IN THEIR AS -BUILT LOCATIONS EXPIRES 8/21/09 NO. SURVEYED: SCAIE: DATE PACE vmnrx Now ,aea JAC 1 -20 NOR40NPNONo IM /1B0f ;y CITY OF WHITE FENCE RANCH "'I MAY 2008 DESIGNED : DRArm: JOH RENTON SANITARY SEWER EXTENSION OEA.. D: ONE INCH DATUM �` p CNEGNEC MAB Al a. Planning /Building /Public Works Dept. 156TH AVE SE S -8 IF NOi ONE INCH REVISION BY DATE APPR AI"aowoH .ACCORDING`` GHM. 8 OF. 15 061,S - `o _23 5 -343 FARNSWORIH PEARL 12242 156TH AVE BE 9353300430 HOUSE #12244 \y FF =520.0 i VACANT WEISSER GARY 9353300500 20 48 C N I,F "I(y ' 1 1 ISGRIGG DAVID D 14 I 15 1 12410 156TH AVE SE I I 9353300020 I I TLENNERT CHARLES G - j - - CAMPBELL ARTHUR D +TRACY D 16 12250 156TH AVE BE 12258 756TH AVE BE I I 9353300440 DODGE ELMER+GWEN CO HOUSE I 9353300450 � � 12264 756TH AVE BE �.F 1 I FF =523.2 9353300460 HOUSE #12250 1 FF =521.5 HOUSE ./12258 1 6P #7 -- FF =520.5 I 1 635 -3.7 MI6 1 - � N= 182104.56 E= 1319084.04 WAL 3 HOUSE #12264 4 \ FF =520.0 Z' EDA 1 ELEV= 519.07 CONC ( i FOUND MIC WITH BRAS PIN 9353300010 HALGREN DONNA L IN GONG MON, DOWN 09' �� I 9353300030 36 "C o 1 2/21/08 VACANT /� 60" ON i � I \ 26.5' 26.5' � / I I 0 -[2 ,, \{ VACANT IE =516.8 36 "CON I i i CP 27 12 "GONG R+ I " i C i IE =517.6 635 -1227 M/W CB RIM= 578.97 GONG 0" ON- iv 1 N= 181894.554 1 IE =51 6 DRIVE GoNC o IE 10 "CPEP(S)= 517.67 =517.7 ' r ._ i 12"CONO E= 1319092.278 �A CONC WALL 10 °CO C DRIVE IE 72 "CONC(N)= 517.37 IE-517.5 12 "GONG 1 6 "HOLLY �S 4"nvr. IE RIM= 518.76 10 "CPEP� GRA L -�8 07' .L. ELEV= 522.77 {\,.w } -l-\ \C v, 4' FENCE -� IE 12 'GONG 5 - 516.96 C - -- -`� -- AS GRAVEL O- DR �__ __ ___ °1z -- - - - -__ - - -- IE 12 "CONC(N)= 516.86 � ( s _ 24 DEC � -� -GtS U 1 I �__ _ _ -- �- 2.5' F SD -- 8tS ers -__- ^Irrfi __ D, - - -_ '-�IT£H GR VEL - ... _ .. . D � ASPHALT - ' - - - -- W w W 6" DI AS HALT D ___ - 1 5 ° - - - --' ____ 6" DI - _ -- �-- --_ -se 523- _-- -_-- -- ...._. - ----- �]---' - m m w w - - - - -- ° 156th AVE S ° tiry - - - -- - - -- MH #6 - - - - - LL - - - - -- m - -- __ 6/S _ -- 2" $TW IF G GRAVEL _ - - � srs AT ' c c \ \\ DRIVE n�j _ 513 - -- 51s sD s0 s0 so OHL \ OHL ' SO OHL SD ON OHL ____ Nr �L 516---' -"-- -- -__ -_- - -- ) 0 s 36" __621 48" FV'�G ASPHALT 18 "CON 4' FENCE D Z CONC a 3 O -� IF 518.9 �% HEDGE CB RIM= 518.19 I i 6 " DEC r; I IE =576.9 IE=518.4 _ 1 CPEP -V'- -' IE =519.6 �ASPHAL CP #25 IF 18 "CONC(S)= 514.19 IE =516.1 I w CONE C N I , I 18 °GONG - --- DRIVE 635-11.25 51. /W IF 78 "CONC(N)= 514.09 " 12 CONC 1 i I , 24" 12 ° GONG D 3' FENCE 0 - : 72 °GONG DRIVE N= 182251..1 B 2 3 III 6' 26 5 t o E= 1319093. 04 W I ELEV =519.0 n MOBILE h IE618 HOME CONC(SE)= 516.53 IE 18-CONC(N)=514.51 I V 23 I/ VACANT __s1 n I I IE 18 'CONC(W)= 514.46 \- II HOUSE #12265 g j I HOUSE #12411 % FF =519.2 I y 18' N ( FF =522.2 WEISSER GARY L IN. I ;; ° 9353300490 WRIGHT M JR _ I I HAMPTON CHARLES E +JENNIFER J 12265 156TH AVE BE 1 30 N 12405 156TH AVE BE MOORE JASON P HOUSE #12257 I 9353300470 1 9353300300 12411 156TH AVE BE HOUSE #12421 19 FF =520.7 E =5 I I FF =524.7 12 "CMP 1 ° 30 9353300290 17 I I WLHINS HUGH \ - 29 RUSSELL JOHN T 12257 1567H AVE SE I F - - ® - -I m'F� I 1 Q 1 I 72427 156TH AVE SE [124Z2lViA PI, AS -BUILT February 11, 2009 *AS -BUILT INFORMATION PROVIDED BY HARMSEN AND ASSOCIATES, INC. SIDE SEWERS ARE SHOWN IN THEIR AS -BUILT LOCATIONS EXPIRES 8/21/09 NO. SURVEYED: SCAIE: DATE PACE vmnrx Now ,aea JAC 1 -20 NOR40NPNONo IM /1B0f ;y CITY OF WHITE FENCE RANCH "'I MAY 2008 DESIGNED : DRArm: JOH RENTON SANITARY SEWER EXTENSION OEA.. D: ONE INCH DATUM �` p CNEGNEC MAB Al a. Planning /Building /Public Works Dept. 156TH AVE SE S -8 IF NOi ONE INCH REVISION BY DATE APPR AI"aowoH .ACCORDING`` GHM. 8 OF. 15 061,S - `o _23 5 -343 N M N CL i w Q Z U W O a 6 IBURNSIDE REBECCA L 9353300360 VACANT DOAN LARRY E I 8 9353300370 DOLAN LARRY E 9353300380 VACANT VACANT IE =514.7 \ IE =514.1 / 5 "CONC 12 "CONC ICONC WALL 12 / CP#22 635 -7.22 M/W VACANT N= 183015.986 VACANT SO \ S E= 1319076.256 516 ELEV = 517.53 CHERRY STREET INVESTMENTS HALGREN S WILLIAM MH #8 9353300570 2 6 W c 539 -- Gig— 5 DITCH OHL Sir "IS-- --'" -- - ®91S DOAN LARRY E I 8 9353300370 DOLAN LARRY E 9353300380 VACANT VACANT IE =514.7 \ 12 "CONC CP#22 635 -7.22 M/W VACANT N= 183015.986 VACANT E= 1319076.256 ELEV = 517.53 CHERRY STREET INVESTMENTS HALGREN S WILLIAM 9353300560 9353300570 2 6 27 N0071'58 "E — 1324.49' �SiS� III / 55 TEMP V yi ARY ON P Sr i Z/ VACANT - CHERRY STREET INVESTMENTS 9353300550 25 9 DICKSON CLYDEM +CLAUDIA J+ 9353300390 _5" CP #23 ,35 -11.23 M/W N= 182717.623 E= 1319094.756 ELEV = 516.91 2" SPIN IP VACANT HALGREN S WILLIAM 9353300540 10 HALGREN DONNA L 9353300400 a I I I VACANT o IE= 512.5 S _ 2 _4 "5—C1O4 — N[E- 5 ' 514 W 956th / _— - AVE SE 11 HALGREN DONNA L 9353300410 VACANT r i < MH #7 12 \ MCCOY JAMES I 1 1 9353300420 VACANT I CP #24 635 -11.24 M/W / N= 182412.598 E= 1319094.275 • ELEV= 518.73 48' CON \ S IE =515.5 T m - - - n=i mV STW IP 1 ------ — 0q- - - - -/— 0 IE =512.7 24 "GONG VACANT I / VACANT STUECKLE JAMES T VACANT 9353300530 I HALGREN DONNA L I WEISSER GARY L 9353300520 9353300510 24 I 23 I 22 ( 21 I E11 PVC THE CONTRACTOR SHALL TAKEALL PRECAUTIONS TO PREVENT DAMAGING THE EXISTING 24" SIDE SEWER STUB DIAMETER CONCRETE CULVERT. ALL COSTS (TYP.) ASSOCIATED NAL PERMITTING REQUIREMENTS, ENGINEERING, AND PROJECT DELAYS AS A RESULT OF DAMAGING THIS CULVERT SHALL BE THE SOLE RESPONSIBILITY OF ........... THE CONTRACTOR NOTE: DURING CONSTRUCTION :THE PORTION OF 520, . CULVERT UNDER THE ROAD WAS FOUND 520 .............. TO BE C/NP NOT' CONCRETE ......... ......... ......... ............................... . - - - EX. GROUND ® ROAD CENTERLINE - - water service : - . 0: 0 .. ...... ................... .------ - - - - -- ....... ...... .. ... ....... ....... .. .... ........ ............ .......gas...... ... 024. -APR CMP service storm AS -BUILT February 11, 2009 *AS -BUILT INFORMATION PROVIDED BY HARMSEN AND ASSOCIATES, INC. SIDE SEWERS ARE SHOWN IN THEIR AS -BUILT LOCATIONS EXPIRES 8 21 09 PACE vmnru N4ro +°ee CITY OF °ESmxE¢ 1 ° =20� a °N4WN: JDH ag- JD RENTON � °nE iNCx DATUM CHEC.MAB nr FUU S°uc Planning /Building /Public Works Dept. IF NOi ONE MCN NO. REVISION BY DATE APPR ^Praaan: swc 4cc°a°wClr LH WHITE FENCE RANCH FI BWK 2 008 SANITARY SEWER EXTENSION P N°No- 156TH AVE SE S - sxEt1: OF g `15 atf 5 -3433 w z O w O a. a c N M Iq M N CL BETCHER RICK 11900 15f 06381( FOUND REBAR /CAP "LS 6012" 3/5/08 V / VV SIDE SEWER STUB u 0 gas. service 0 ................. .......... ............................... ........ ....... . MH #9 AS -BUILT February 11, 2009 AS -BUILT INFORMATION PROVIDED BY HARMSEN AND ASSOCIATES, INC. SIDE SEWERS ARE SHOWN IN THEIR AS -BUILT LOCATIONS PACE wmrsi: raw lees GcsaNSG: 1 ° =20 xGNaoxru: xw yeas /�esi ;; CITY OF GN M: JDH R E N TO N JDH °N DATUM cnccxm AB Planning /Building /Public Works Dept. IP NOr ONE INGH N0. REVISION BY DATE APPR �arxmam swc accoNwxcLr LH v m m m y 5- 343225 WHITE FENCE RANCH SANITARY SEWER EXTENSION 156TH AVE SE mf�7�T�7: GMWING Nb. S -10 VM. OF. 10 w Z U w O a c N M d° M N CL i i VAN PELT ROLLO NNSLOW +IERR \ 9 1 U 12604 156TH AVE SE MADDOCKS DENNIS � NGUYEN BRIAN DZMIIRYIEU ALIAKSANDR +MARYNA I I 9353300080 I 12612 156tH AVE SE i ( 12620156TH AVE SE SMITH STEVEN WESLEY 12450 156TH AVE SE 4 9353300090 9353300100 HOUSE #12428 9353300060 - I 12458 156TH AVE SE HOUSE #12620 9353300070 - # FF =529.4 - - HOUSE 12604 - - WELCH JAMES L JR i FF =540.5 i I I FF =540.5 HOUSE #12612 12428 1530 AVE SE i \ FF =544.5 GARR BOBS 9353300040 i � HOUSE #72450 i F=533.4 � HOUSE FF =540.2 � 935. i BSMT FF= ±531.1 z \i 5 \ I I I 1 ? "OEC K o ms`s\ VACANT DOING DECK ONC �� O �N /72 °DEC I \\ �\ C 7 i � Q 18 "CON s\ ASPHALT `s CP 30 " C DR� IVE 2 "DEC - - 635 -12.30 .. M / W o Ni 181310291 E= 7 8 C 4 DEC "DEC 522.7 IE =534.6 6 "DEC = .1 9432 i CONIC V= 51 6' C 24 °CO CONC IE =5 3.4 72 COC_ 12 "GONG C J EC DRIVE 12 " DRIVE 00 r\/^ , 70'•DEC 12 "DEC 4" GRAVEL / D_ 3.5 F CE _ SPHALT aES ON 12 "DEC - PLANTED Ya DRIVE - o o p 6 "CON bs -1 SD SD 50 / 4 "G p SD \ SD SO 534 --� E - - - -_ D S SO SD t D{TCH - -_- IF -.� i D 53 O DbS 11 1 w w � w w w w 6° DI 6" DI w 41_ bz� -__ _ rh MH #10 `� _ _ " _ 156th VE SE _ SO 71'58 "W 1 .53' \ 3 1 1 D D 3 3 ASPHnir -- MH #11 A W z _ D - - - -� - -- o , V s0 so SD ___ T e - _� - -bES- vEL 'CO- Ce - -aes e 1 " LLY 2S__SI7>R_ -__ a ----__ - -[ES - -- ` OH - - -- OHL ` "CO OHl OHi 0 0 - - - - - -- pH I DNL GRAVEL OHL GRAVEL - o 0 0 1 WOOD B ER DRIVE GRAVEL 4' IRO FE E L 4' FENC 1 18_ °FIR Leg o 1 DRS` \ / DRIVE 6 °DEC 6 "0 =524.7 -528.8 Co INC a o o o -° 1 CE R CEDAR / IE =523.1 IE =526.3 DRIVE 3 IE =532.0 E =532.6 CLU TER CLUSTER / o6'HOLLY IE =540.0 72 "GONG 1 CPEP CP 28 CONC 12 "GONG aes- o IE =530.2 i DRIVE -/ E =533.5 \ °S 12 "CONC 'GS # \ \ 12 "CPEP i 12 "CONC 12 "GONG IE =534.4 IE 53 . \ / LL 635 -12.28 A/W DRIVE 0 72'CONC pRIyE / 2 °GONG o 12 CONC `te IE =537.5 \\ a/ N= 181699.787 gc+y, z flA 1 D e / CP #2 4 °GONG m S mm I \� �' / IE =540.6 E= 1319072.378 I 6'bEC o es I / \ w o 12"CONC i a ELEV= 528.45 N w �m o IE =537. \ m / W FIR 12 °GONG " d v N35 1498.811 9M W o 1 � ,... 4 (2)3 " ON (/ / /j�N _ _ _ ELEV= 90751.736 / WOOD \ I ( \ \ r__ -_WALK DECK - -- o �`\ VACANT e� CON o 1 i CO HOUSE #12433 I I HOUSE #12457 Es-� FF =526.8 HOUSE 9.8 FF= 532.8' HOUSE #12429 FF =529.8 HOUSE 12469 I HOUSE # FF =525.7 - # \ HOUSE #72621 ` I FF =542.5 STEWART DEE FF =538.0 FF =539.5 MARTIN 156TH DARRELL & ANN DOBOSIEWiCZ ANDRZEJ +ALEKSAN 12605 156TH AVE SE 439156TH JOE L ' S7EWA12 DONALD & MILORED A FOUND RIS 18 CAP KEYSTONE 62715 KE 12429 756TH AVE SE 72433 75670 AVE SE I 9353300230 ( HARRISON SCOTT "LS 18079" ( ( ' 12439 156TH AVE SE 12457 156TH AVE SE WALL 12627 15670 9353300270 - 9353300260 � - - 12469 75670 AVE SE _ ANDERSON JOHN +LISA 9353300250 O 9353300240 93533002 1 `Z3 - 9353300220 - 72627 756tH AVE SE 27 � � 9R J� 9F I n n t I I lm /1 O 6" PVC SIDE SEWER STUB ............................ ....(. TYP.).......................... _ _ _ -- - ............... .. ................... - -- 540 540 MH #10 0 N 4$�40L.30 18:1738.52 ®. ROAD CENTERINE :.. O.w.oter. service E 101190,2- 1319078.97:. .. .... . NEW 48" MH EX. GROUND gas.0.. 0 e a ce ..... service RIM= 527-44-- 527.45 service IE8 "N= X7519.86 . :530 .....: IE 8" 5.= 549.3-7 519.96. ......... o. 9: gas... ...................... ........... ..............:....... ...... .... 0 MH #11 3 .. water service NAO4 vr2$v�i 181240.44' service 2°79% E x-3-19876.88: 1319074.96 o °water LF OF 8" PVC @ NEW 48" MH . - service ' RIM= 546.z'4- 543.26 as service ..... ....... ...... ....- .... -- . .......0....................... ...... .............. ...................... ..... ....... .... ............. ....... ....... .............. . ............................... ................ ...... water IE8NN =4416 533.75: service : 1E8. "S =�s3�s 533.85 o: water - - 520 service 52O ........................... ............... S : 343226 .............................. .............................. .............................. .............................. 510 510 ............................. .................... ............................... _ ........................... ............................... .{�oF WAS AS -BUILT February 11, 200a PAGE N Z SU.PVEIE°: SGVG' DALE: °� °�fe� "`�' CITY OF WHITE FENCE RANCH MAY 2008 qA R 23169 (yam DFSICNE JD" 1rr =20 �� FIEIDBCOK: *AS -BUILT INFORMATION PROVIDED BY HARMSEN AND ASSOCIATES, INC. °F GISTER�\ DRAWN; _"�� RENTON PAGE: SIDE SEWERS ARE SHOWN IN THEIR AS -BUILT LOCATIONS °"AL JDH ONE INCH DATUM SANITARY SEWER EXTENSION DNAtHNCN°: EXPIRES 8 21 09 cHE°KED: Ai FUa sDUE Planning/Building/Public Works Dept. MA8 .FN °' °NE'N°N 156TH AVE SE N0. REVISION BY DATE APPR "'PROH s`°1E AC0R01NGL sxEEr. 11 °F 15 w Z U w O d N Ch It C'7 CV a. 1 LEE & MARY H 00110 12 I I CARLSON ALLAN E O 12636 156TH AVE SE 9353300120 HOUSE #12636 FF= 547.6 \Y ® IE =541.9 2 "GONG i .j DRIVE CONC C —IE-L] _ — —12 "GONG :0 12 "CONC ASPHALT DRIVE E619: Idyl IE =542.1 12 "GONG 13 15 THOMPSON ALAN L +ANN ElATA 14 12644 156TH AVE SE BUTLER FREDERICK LOOMIS II 9353300130 CHRISTENSEN WILLIAM L - 15608 SE 128TH ST 12654 156TH AVE SE 9353300150 HOUSE #12644 I 9353300140 FF =547.9 \ \ HOUSE #12654 FF =549.9 I HOUSE #15608 O`\ FF =549.7 Q <b CB R IE 12 "CONC(E cz n� CONC(I " x-.3 — CONIC y IE 12 "CO I 635 -133.31 M/W N= 181119.924 IE- 4 3 ELEV=544.6637 IE =544.7 CONIC ELEV= 544.66 4 "GONG 12 "DE IE =543.3 Em IE =544.3 IE---54 IE =543.4 G w s CONIC IE =543.4 12 "PVC 12 "PVC2 12 "CONIC 12 "CONC m °o DRIVE 12 -CONC 4 "CONC b w 24 0 GATE WALL 6 EC w ASPHALT 46— \ HEDGE i , , , i , i i i N, 12' 30' r^ � T 756th A ( /E SE --A MH #12 / __-- - -rrs- ASPHALT --- �43___ DRIVE -a43-- p OHL 1H0 �� R 'MO- 4"DE 2 4/ "4 0 IE =542.2 _ > B "HOLLY 12 "GONG � -I IE= 542.8` GRAVEL 1I "F 401FIR 34'F� 4 R IE -53 7� , 6,8 ",10" 12 -CONC I DRIVE ___- t�ONNC 6 "DECI U ns VACANT 0 \ - -_ \ I I HOUSE #12663 I �, FF =543 2 '^ I m 42' CP #9 635 -4.9 M/W N= 180865.602 E= 1319080.751 I ELEV= 543.44 FOUND LEAD N/ NO TACK 3/5/08 KING COUNTY 1423059063 FF =551.1 544:0 gas ... water. ... 540 . water service cervices service _ AS -BUILT February 11, 2009 AS -BUILT INFORMATION PROVIDED BY HARMSEN AND ASSOCIATES, INC. SIDE SEWERS ARE SHOWN IN THEIR AS -BUILT LOCATIONS EXPIRES 8 21 09 PACE wxncu: ruw Isae 1 „ =20 NGRZDN Nw s�7,De, DESIGNED: a, CITY OF JDH JDH .� RENTON DHawx: one wcH DATUM CHEGMEDMAB IE TNGi OF O NE NC E INCH Planning /Building /Public Works Dept. NO. REVISION BY DATE APPR APPROVED .04E ucoRDINIXY LH WHITE FENCE SANITARY SEWER 156TH AVE 049' =? ` 4,3R� 6Z 7 RANCH MAY 2008 EXTENSION ORAMIGHIM SE SHEET s -12 : 1 2 OF:1 _Tsl-l3l4l3l_2TT HOUSE #12635 - 1 1 FF =542.9 - HOUSE #12643 JAHN JACK J SR y ^' I I i 12' 1 30' 42 M I \ FF =543.7 I 9353300170 o I I 1 4E SE I �� I JAHN JACK J SR STRUNK KEVIN S+SHAYNA J / 17 I 12663 1567H AVE S ( I I 12635 156TH AVE SE HARRISON LINDA C _ _ _ _ 9353300160 a 9353300190 12643 156TH AVE SE _� _ _ 16 I z 9353300180 ( I s 6" PVC SIDE SEWER STUB r (TYP.) 5.50: . . 550. 544:0 gas ... water. ... 540 . water service cervices service _ AS -BUILT February 11, 2009 AS -BUILT INFORMATION PROVIDED BY HARMSEN AND ASSOCIATES, INC. SIDE SEWERS ARE SHOWN IN THEIR AS -BUILT LOCATIONS EXPIRES 8 21 09 PACE wxncu: ruw Isae 1 „ =20 NGRZDN Nw s�7,De, DESIGNED: a, CITY OF JDH JDH .� RENTON DHawx: one wcH DATUM CHEGMEDMAB IE TNGi OF O NE NC E INCH Planning /Building /Public Works Dept. NO. REVISION BY DATE APPR APPROVED .04E ucoRDINIXY LH WHITE FENCE SANITARY SEWER 156TH AVE 049' =? ` 4,3R� 6Z 7 RANCH MAY 2008 EXTENSION ORAMIGHIM SE SHEET s -12 : 1 2 OF:1 _Tsl-l3l4l3l_2TT N M d' M i n N CL 95 i a 0 V w PAY LIMIT TRENCH BACKFILL 5' -0" FOR 8" & 4' -0" FOR 6" SEWER LINES SEE DETAIL FOR STREET RESTORATION REQUIREMENTS a ° ° ° SUBSEQUENT BACKFILL MATERIAL a (NATIVE IF APPROVED BY ENGINEER) a OR IMPORT PER SECTION 9 -03.19 ° (SELECT BACKFILL) OF THE SPECIAL PROVISIONS. As —Built Note: 100% Select BaCkflil WQS used for trench backfill a ° a. PROPOSED 8" & 6" SEWER PIPE e ° FOR SEWER PIPE: PIPE ZONE MATERIAL PER SECTION 9- 03.12(3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING. EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER. MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST 8" & 6" SDR 35 PVC SEWER PIPES TYPICAL TRENCH BEDDING AND BACKFILL 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. AS -BUILT February 11, 2009 AS -BUILT INFORMATION PROVIDED BY HARMSEN AND ASSOCIATES, INC. SIDE SEWERS ARE SHOWN IN THEIR AS -BUILT LOCATIONS AS —BUILT ASPHALT CONCRETE PAVEMENT 155th Avenue SE (SE 124th St to SE 128th ST): 3 —inch HMA over 18" of 1 -1/4" rock base over paving fabric. 155th Avenue SE (SE 124th St to SE 120th St): 3 —inch HMA over 9" of 1 -1/4" rock base over paving fabric. 156th Ave SE (SE 120th St to SE 128th St): 3 —inch HMA over 18" of 1 -1/4" rock base over paving fabric. SE 124th St (155th Ave SE to 156th Ave SE): 3 —inch HMA over 9" of 1 -1/4" rock base over paving fabric SAWCUT FINAL JOINT TYP. EACH SIDE EXPIRES 8/21/09 12" TYP TRENCH ( DETAILS) PAY LIMI F THE PAYMENT LIMIT OF PATCH ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL NTS 2" OF 1/2" HOT MIX T OVERLAY EXIST. ASPH. CONC. PAVEMENT, TYP. 3" OF 1" HOT MIX ASPHALT PATCH 6" CRUSHED SURFACING TOP COURSE BACKFILL (SEE BEDDING /BACKFILL DETAIL) NOTES: 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED PER SPECIAL PROVISION 5 -06.1 AT END OF EACH WORK DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND THE UNDISTURBED EDGE OF THE TRENCH. 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCIDENTIAL TO OTHER ITEMS OF WORK. 4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN (2) WEEKS OF COMPLETION OF WORK WITHIN THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER. YENM Haw 1988 AS SHOWN NONiZOMOL !ND 1981/1991 JDH JDH aI E IN c.ECrcen DATUM MAS ar FOLL scut IF NOT ONE INC. NO. REVISION BY DATE APPR mPRMU B nmROiNOLY LH CONSTRUCTION NOTES 1. HORIZONTAL DATUM IS NAD '83 '91 BASED ON TERRESTRIAL TIES TO THE CITY OF RENTON CONTROL POINTS AS SHOWN ON THE RESPECTIVE PLAN SHEETS. VERTICAL DATUM IS NAVD '88 BASED ON CITY OF RENTON CONTROL POINTS AS SHOWN ON THE RESPECTIVE PLAN SHEETS. 2. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 3. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. 4. STATIONING SHOWN IN CENTERLINE OF ROADWAY OR SURVEY CONTROL LINES AS DEFINED BY THE CONTROL POINTS. 5. ALL MANHOLES SHALL HAVE LOCKING LIDS. 6. SET ALL MANHOLE LIDS TO FINISHED GRADE. 7. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS OF MANHOLE AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 8. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS. 9. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT, INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE SEPARATION. 10. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION. CONSTRUCTION SEQUENCING 1. THE SEWER WORK ON 155TH AVE SE FROM THE EXISTING MANHOLE ON SHEET 2 TO MH #3 ON SHEET 5 SHALL BE PERFORMED FIRST. C . E CITY OF WHITE FENCE RANCH TM RENTON SANITARY SEWER EXTENSION Planning /Building /Public Works Dept. DETAIL SHEET : - SI -31Z APRIL 2008 ME: S -13