Loading...
HomeMy WebLinkAboutzS-3615Sety Lq Ws w z U cz 0 O n D' E V _cz Q tea+ LL ^L` W //W)/ VJ c Q f� VI cz W B t � fl A PACE 061p D: JDH OMNM: - - JDH ONE INCH CHECKED: qT NLL $CALF DMC ff NOi ONE INCH N0. I REVISION I BY I DATE I APPR "'PROS„ s xWRNKCc YkRII tN. I.. Z DA UMI CITY OF- RENTON Planning/Building/Public Works Dept. IVA rAPR 2012 EARLINGTON SEWER REPLACEMENT Phase II - � mom mm mm w, T N CL W Z W fn W cz 0 ° a_ G U cz W C 0 cz w Z E #� pOR EL: -05.4 :Z gPSEMENj C0 R\M 95• NW 92 s \E 6 O ON SE 9211 /1E 6,. CON NE 92 \E 6, UNPLATTED STRIP BETWEEN PLAT AND EXIST. Dn - OHP MCUR CUT W 7 Sp W LU 12 E _ Z5 so STVI IP Lu LuG V) S 6P-- V -- -___ V / pSPrPN m M W W Lu (W V / \ SE # 214 EG X92 \ Bg08 jbg 5NO C@ R \MCpO, SE ag? E 6 CON t8� \ tz° \ W w \ RECONNECT AL EXISTING LIVE SIDE SEW S. SEE SEWER CO EXISTING NOTES ON SHEET\ 10 (TYP.) SSM�;R2sp.'i NWO 59g \E $ CE W ` CB R\M pON W A, \ \E 12,E pGG SE R \M 60 4NW 56 a G6 R\M CpN NW a0 8 \ .CB pON E 56'7 \ 0. 1ES 2. K N 59g 55\x.0 529 L-Li ( \E ,5 GONE C5 R \M GON 52 2 \E EE 12 GON SE rPxo RP` z NmN \ \EEC 2„ CO S a"j0 �^ �,✓�, � i i MN R \M aN N7- R \MG49,24' SE 12 P Mp W 1 6, ON N I GS \E 15 , CMP 'rE 3 SD" RP \6 ot� // IP PSPNP uoT� 1E }0 \a N' 1E 5 AE 12 \E 12 SD pR \PIE 2 CBcp� N28p 8 SOMN R\ NW S2T, I c j SU{ E 5 \E s22 GOON SE 2'1 6 D PtY ® I . \E .il I I HSE # pOR EL,825 i I \W% gPSEMEN! g0z5 _.. _ �.._. —.. MH #1 -- - - -;� ems— G- P — — 5 6' CI WATER W \ 3pr 5 14x16" (iYP) w w W he cox C 54x'16 1,,.. 52 x54" � o B 96 3 9 N W v aW v\ RxsRaac calla PsPrPt? \E \ \E 12 GONN N 5g'i O 5o BE Re ED PP I ` SW LANGSTON RD _ 1y� BPSEMEN� I � JJ 1il Pv\ SW4424N 4 -r.i Gaza NOTE: SIDE SEWER LOCATIONS ARE BASE ON BEST INFORMATION AVAILABLE / THE CONTRACTOR SHALL BE RESPONSIBLE TO RECONNECT /REINSTATE EACH LIVE SIDE SEWER THAT IS CONNECTED TO THE SEWER MAINLINE, THE CONTRACTOR SHOULD ASSUME THAT ALL ADJACENT PROPERTIES ARE CONNECTED TO THE SEWER MAINS UNLESS OTHERWISE VERIFIED. I so/ \ PSPHPis d ` L ' G ONN 9 0 Xx \E 9- poN N 5W a1? \E 12 pON \E 9 M Gg CIO" 5NW 4 V 1E 4,. PvG 1E / IPGX BM M \C \-EP�O N' -1"18p 669 � a °° o E4?a35 NE�iT NEW SEWER TO -oo I ING MANHOLE. SEWER CONNECTION °S ON SHEET 10 MH #1 N 178140.:63 E 1297466.43. .... . . 90 ' REMOVE:EXISTING MH AND REPLACE WITH NEW 54" MH RIM= 67,47 aG IE 12" SE = 59.30 ......... . 1E 12" NW = 59,40 EX; SSMH 5318 -138 (BRICK): E 1297721.77 RIM= 40.45 .3 .........:...................:.........:.. .......:.........:.........:... T 12 °'E' = 32.8'(EXISTING):,,,....., IE 10" SW = 32.9 (EXISTING) 1E 12" NW = :33.70 N .. ... ........... .eX 70 60 50 .................... 40 .................... 30, 30 . ................................................................................................................................................................................................................................................. ............................... N0. REVISION R nm: PACE MIGN D: JDH DR W JDH CHECKEO: DMC BY DATE APPR aPrRCVED: LH CITY O F APR 2012 RENTON EARLINGTON SEWER REPLACEMENT artomnc xa: Planning /Building /Public Works Dept. Phase II S -2 ®m®©© Ykl(fIfAL NAW f9 1 =20' NQ420MA1: NM 1983 19Bf DATUM ONE wcn AT NLL SCVE If NOL ONE INCH SCNi ACC4R81NGLY CITY O F APR 2012 RENTON EARLINGTON SEWER REPLACEMENT artomnc xa: Planning /Building /Public Works Dept. Phase II S -2 ®m®©© w z U W O a I M N �7 i ►i N cz CL C E U cz Q rr aD 0 CD 1_ i cz W 1 W W w Lu Ln W ui ui W ;SPY �r ?00 3g 631 -,pN Sti 1 �3 C 11 GEDi \293 40 �— CCC CLJCCT 4 ,E %? — Se E 12 I.� aciF J I W/ BASEMENT �:�.» '1A NOTE: SIDE SEWER LOCATIONS ARE BASE ON BEST INFORMATION AVAILABLE. THE CONTRACTOR SHALL BE RESPONSIBLE TO RECONNECT /REINSTATE EACH LIVE SIDE SEWER THAT /S CONNECTED TO THE SEWER MAINLINE. THE CONTRACTOR SHOULD ASSUME THA TALL ADJACENT PROPERTIES ARE CONNECTED TO THE SEWER MAINS UNLESS OTHERWISE VERIFIED. SEE SHEET 7 0, c a ,�- �E 12 LA/V UL; / ON RD. 5 W Vi 95.( N OR E�"� W� O pPSEMENS REMOVE: EXISTING MH AND : V �X /ST /�y RIML�3 CE &81lTHNEW54 "MH Gg SEw£RANDREP�gCE 3N 0.. lE 12 "SE= 132 .39 .:.........:.........:.... ........ :....... .:..... LUj TH340CF IE 12" NW = 132.49 (RECONNECT EX. SEWER) 0,1 (iC @ 9 j lE 12" N = 132.49 e E 1297132.05 130 REMOVE EXISTING MH AND REPLACE WITH NEW 54" MH RIM= 105.80 IE 12" SE = 99.31 20 l N _ 99.41......... .. .................... — 120. :. IE 6'N = 99.90 (RECONNECT EX. SEWER) L, I�..,:.�1...... 110 :. so V m m m m Ni m m (n m ►m.. ACE vcxncu: xwro ,eee , " =20' HERH°MFL N ,sea„ee, .�.,,,�,,� CITY OF APR 2012 DH RENTON EARLINGTON SEWER REPLACEMENT ° °° °re mxc xo: °_""__".`" (!,ATUV Phase II 0 MC nTOTascuc Planning /Building /Public Works Dept. IF xor oxe ixcx NO. REVISION BY qDATEAP;PR H scue accoxoixc�v sx¢r: or: -- __ - - - - -. 3 10 mo®®mmmm LO (� 0 I I T—) 0056 11 FJOR J E5\ -5 7.1 JJ�6 ..� I I I I g# p 4S& EEN N `,16p3 8 ,Sl F PSEMENT s 50 ,BSW2igo.3 _ 5`1 E1i19 / W� 0 CON W iaiA 713 I P I i6p 535b? CON N 1802 -f,I MN ft \M SW i 4N` pN S - II 50 CON ,566 NEC'B \E 12 C 12 CON W v5 0 CANN0j w U� i" NSE # pOR E\'1jg68 \�62 CON N jOEypws,(il`l�',jt d ONNEG'l\ON 1\ W ,Si FpSEMENj _ 420 1-)3.3 I 408 1593 5X� \ NSE. NSPES� ENi E� B v CB R \M ig8g6.b � �111��� WP"\ERPVTCO SE iP� 6 OB OON E X60 6 BPSEM�E�N�S���� 159. N CON SE :, ` Q \E 4 \E 6 CON 3 5 LANDSCAPE G I \E 6CB R\MOON E6990 � O S ANGSTON RD cz GNP -- WALL V ; o GOAGR�'M1E '1 -3 OHP — O ONCRETE LL WALK � Ll W W ( W ") fff G W. �� YT _ Hb' T —_t_. __ __ _ _ p11P _— __ —__ ' �.._. Q% W W CU 8 - LANDSCAPE WALL rn W rn GAY SS () W CONG. WALK W Ctrs V 1 S70 °57'53"E — . _ . . _ .. gym' w e cl w w C cu 169.51 ASPHALT ROADWAY _ IX GAY SS " > G __.. ___ N 3 vl N �l - c _ _ _ _ _ + V1 ( W G __� Sly y/ IP 3 - N ____ _ /2 QNr 11..E /� CONCRETE WALK - iL '!� M.�. ureecur -- G = C8 RIM 749 62' . .._ (rYP) _ —_. —. —. — — _- - -__._ _ —. IE 6 CON S 148. Zp66a L —_ 2 . _ Iv _ _ tl P G "- IW 39 G M 5 3 N R \M5 199 6 SD MN �\O N 9-01. 21 I GOAD. - \ COR O sD e cue T G M' W,E% 6 \E 6 CON W 0, 5 - eD paNF. co \vE . GONG �TIO MP) CoNoRm W W Q 6" S° 199. \E ,2 ONE 2 y. o $ ,� ASPH ALK 0" \E 12 C \ v .20 ASPHA T pR4tE' .t0® - ORI ASPHALT fry 9� ORI / 3 -- 036 DRI4£ WALL DRNE S MH R \M W61y5 p. . 70 JJ 7 ( z coN NE,5`'e —T . CO00 SSMNIR KS 9535 RE /NST� FALL E TING LLl ' I i E c r 53. LIVE S /�E SEWERSAND /l1%tSTALL V 5EMe - 55� 193? � I \E 6 C\-PY NW I BSa Nz E- I E e C /PP SEWER MAIN TO E I6' 4 �j�r/,Tj7,T/,T��7/� REHAB L /TAT /ON ATEACTER.4 \E a c 50� ,,C �// 6� SSMN RyMSE 6 6 2 i 5OMN R\ NW 3. I BSP EMENf EE SEE S�WER CONNECT /ON. ,50.4 0�iIJ \E 6" CCLP'( NW,1 63 /NOTESONSHEET 70 N R,M X44.2 gSPSEMENI E\-� t G P.) I AE � 6�OC N SE 14k., SO C" #525 95 ..s TL ala, I 7.L Jr)7 E,ti coN I �,z C NOTE: SIDE SEWER LOCATIONS ARE BASE ON BEST INFORMAT /ON AVAILABLE. THE CONTRACTOR SHALL BE RESPONSIBLE TO RECONNECT /REINSTATE EACH LIVE SIDE SEWER THAT IS CONNECTED TO THE SEWER MAIN LINE. THE CONTRACTOR SHOULD ASSUME THAT ALL ADJACENT PROPERTIES ARE CONNECTED TO THE SEWER MAINS UNLESS OTHERWISE VERIFIED. 200 200 ......................... ............................................................................................................................................................................................................... ............................... u / 190 ui W //YS/gtt 2pgCF ®F$ C /pp ao ................:.........:... ao w rn ui ...:1.70 170 rn EX SSMN 5318 -132: N 178477.47 - V 160 - IE 8 1296413.76 SE 176.2 /�STACC c,O C�OFB„ 1 so - rn ..... ... ............:.........:...... ...... ... IE'8'` NW = 196:3........ ...... .... ............0 /gip .... ............... ......... __.. ...... _ _.. IE8 "N: =176.2 rn 150 150: W - - - EX SSMH 5318 -134 N 178416.11 E 12961311.49 STgtC 20 . RIM = 159.70 - LFOFB„ 140 2 ..... ................ ........ ....... ...... ...... ... .................... IE 8" NW =: 153.6 If 03 PACE =u NAro l N9PoZOMPL NPO 1983/1991 APR 2012 o. "JDH 1 ° =20' :• �- CITY OF EARLINGTON SEWER REPLACEMENT POL 9�W: RENTON JDH DATUM owsnero xo: cxECarcmDMC "T°- -- Planning /Building /Public Works Dept. Phase II IF NOT ONE Ixcw N0. REVISION BY DATE APPR A°Paovm_H 5fP3E"� "� "GLY �5Io z LO SEE SHEET 9 / T / — � CO RIM= 224.28 O// A GO" vALK DPo� DIN' T F IR d IN oaE oax s O s ```�� �i /7I 0' et e^ DUr w Me ! oya ovE 6PSj� / / //j M6 a o 95 Q�i _ L' MH#4 ss _sD� ----w o2c� G/ �11 SW LAN( SD M D b _�'- -� \� \ ' �\ G 9�t . / � SPRUCE B j.i O0q�?�ry DU CONG AlK N 2 In w\ W tz � �i i tz 5 peao. Wl colic o w DRNi m a s�ND �"COt A NCE SEr DOI` H-- I a 220 g.5 t. i cpNG. 2s i5T F�. � / so � , j � f pD � N5E#s�5 q CONC. WpLk cu b6 l2" E'2 ( / sD § ��."�� �� - o 2p655• i \E. 25998 n couc. 0 c CB R\M 2p56 9, 5ST FL. CO R \M° ` oMC wq� l OpNC NW 2p43 HS£ #2ry23 WI I I colic' SD W e W1p, \ ( 5£ 4' OON N 2p26 L 0P5£M£RT DRIVEI Oa(/ \££ 6„ pON S QADWAY Sao Q �/� r NS£ #225 2 T I so 220.08 VJ l,', OE.7J W�BPS£M£N DRIVE n DRIVE \ \ O W oPt� o I oslt 1N ,r r� I , I 2 ji /G CST 5 Y J I w 8 RECONNECT ALL EXISTING I Ns£ #2 ` 3sT T F i7% �� 6 \MS? 22 2 I O�I! RD `! sA� I ss2 5\ j LIVE SIDE SEWERS. £�` sEM£N 1sT 5£ "� 7 W /BP HSE #284 I DRIVE ` `. CDNC {yA4t gp 1` W I SEE SEWER CONNECTION I £W /BPS£M£NT I w NOTES ON SHEET 10 I TILL 038 I . _ (TYP.) I 7,1 035 I spM,2`W. =2oi RiM -?1a a so --I I 13 5ST FL. 8 3 25 BRPSS PtN I � W /Bps£M£NT I pi irrT>777777777TT/i�% ?P I I �" 3 Y 5985 19 92 I I / E,1296g22 I (i �' NOTE, SIDE SEWER LOCATIONS ARE BASE ON BEST INFORMATION AVAILABLE. THE CONTRACTOR SHALL BE RESPONSIBLE TO RECONNECT /REINSTATE EACH LIVE SIDE SEWER THAT IS CONNECTED TO THE SEWER MAIN LINE. THE CONTRACTOR SHOULD ASSUME THAT ALL ADJACENT PROPERTIES ARE CONNECTED TO THE SEWER MAINS UNLESS OTHERWISE VERIFIED. 240. ABANDON EX SSCO N 178801.37 E 1295767.56 230 RIM = 224.,28 230 V) Cn m N0. REVISION suxvnvm: PACE CONCH. JDH UMWN: JDH CHECKED: )MC BY DATE APPR .AF- LH us vEnncv. AN I ONE >i CITY 1' =20' xoxaoxrw xw +eaa / +sst �, - APR 2012 RENTON EARLINGTON SEWER REPLACEMENT P�c. oRAWNG xo: o I`NL DATUI Phase II S -5 Al rxa E INC Planning /Building /Public Works Dept. IF NOT oxe INCH Vw.. r: srsu ncwaaxcEv F vn S-361 LO T N d G w _ z a> w cz O CL a, Q � C cz �^Q rr C 0 a) C cz W RW\Mg 223 2 �— REINSTATEALL EXISTING 61a 1st E`o gPSEM `� \ / \ asy 226' LIVE SIDE SEWERS AND TAtC— M52 �' N N 7 a CIPP S TO LATERAL �v l0 "55M 262`6 G R \M� � 2 HABILITATION AT EACH. ce 6 s' '3 \ 25° e SEE SEWER CONNECTION 7.' J9» Ci7 FvM'' 2 6 tr �.Np �g261010 �,� G- NOTES ON SHEET 10 S. W. LANGSTON RD. (T,�P.) "sPap�t G0 R\M °5 °2 ( �' � nSeHnvz CO RIM- 253.51 ° Ea \E ooD cave wnu (rva)� C�CMt"r'r't I I — — w w e° al. w ASPHALT c s z' P cncns c �II° e 0.1. v w 8 w w w w w w MH #5 m _ & _ _ _ 1 S71 °27'12 "E _ P f — W a^ wrR. (PLAN) w w ROADWAY w w w w } w — — — _ — a° wnt (auN) _ 27.83' ' SD S SD S^ SD � �' SD 12' --NC &I w e ti 3 SDD I0 O SD o M 'Y�.W' . � SD ❑ MNC. WALL CONIC DEd H3 y Pw �OHP �R io 6n5 v \ I SPNMbS \5 4 5' CH. LINK v Y I \ R ( I 4 226 X61 .Iy A \ I Zk Na Zk2363 R \M ° \E2 0 2 2 5 rt v .. I 'er a s r a �g 6 \E SOM2 W, \ SNas I EM2N? Zn� I, cE 7 0II 30' /T \ E 12 I F�3 /� I N�� #2ka'��Nt NSF.#°'SEMF -N� I WIePF�Mo 11644 j6 MENS N g 26 MEN p,5`� / 6P 151 Zp2 F' 9PSF• I I } ° o / 7L, 01540 NOTE.' SIDE SEWER LOCATIONS ARE BASE ON BEST INFORMAT /ON AVAILABLE. THE CONTRACTOR SHALL BE RESPONSIBLE TO RECONNECT /REINSTATE EACH LIVE SIDE SEWER THAT IS CONNECTED TO THE SEWER MAINLINE. THE CONTRACTOR SHOULD ASSUME THAT ALL ADJACENT PROPERTIES ARE CONNECTED. TO THE SEWER MAINS UNLESS OTHERWISE VERIFIED. ABANDON EX SSCO N 179024.33 ... 260 .:.........:.E .1295216.83.. .....: ... .....: ... ..,.... :.. :..... ...:........ ..... :...... .:.... :.. ... .........:....... .... ..:.... .. 260 RIM = 253;51 E IE 6" E = 240.63 o v 250: v: : 250 ..... .... .......... .... ° EX. ROAD ............... a; Y. ...... ......,,. ..... ............... ....... .._.. ..... _......... .... ....., ....... � E' t U °� O N tx E 240 - `o 240 ....... ........ ..... ..... ..... ..... .... .................... o. ...... ...... ..... ° ...... ........ ........ ....... ... .. 3 u, v ABANDON MH #5 ° o PIPE WITH N 179009.95 z3o CONCRETE INSTALL 461 LFOF6' CIPP: E 1295224.53. ° ° PLUG INSTALL NEW 54 "MH RIM= 253.50 1E 8" SE = 240.05 (RECONNECT EX. SEWER) APPROX. 3' OF 8" PVC zzo CONNECTED TO THE : 220 EXISTING 6" CONCRETE, EX SSMH CONCRETE 210: N 178828.29 : 210 ..... .. ............................... ................ ................ ................ ......... ..... ... .......... .. ............................... ................... ............................... 1 RIM = 233.85 IE 8" S = 226.12 IE 6" NW = 226.22: 200 200 ........................................................................................................................................................................................................................................................ ............................... PACE Amx M' w lees NoHIZONIN: W➢ 1983/1991 F APR 2012 9E9IGNE0: 1 ° =20' :• a= CITY OF o9nmv: J °H RENTON EARLINGTON SEWER REPLACEMENT P., J°H o9a'mxc xo: E�-D nu s ce.,E Plonning /Building /Public Works Dept. Phase II S -6 ° IF NOi ONE INOH ��NO. REVISION BY DATE APPR " 6 10 5 -5615E M, 'T^ W co h N rL ►+1 ► Z W cz o a__ C cd a N L W U) C O .0 i cz w I I / / I / J / CL I / / / ! 0 N N W W T. 0005 / / R €JNSTATEALL EXISTING Lt�VE SIDE SEWERS AND INSTAL W ° N m CIPP SEWER MAIN TO LATERAL = N 3 REHABILITATION AT EACH. / g SEE SEWER CONNECTION 4 / / MOTES ON SHEET 10 / w ( P.) I Y I MH #8 vi _omrn o a sz�Q Ki-QJ K ) FIE W a N ° ' NF fOp�O v LIND N� °° % 2 6 V V I AVE SW / 3 tt � _gip l d, _ /_ / a S W M L 00 70 ,5 a rcF �tVOO �p _ eQy 7044 / O pp pp JJ / •' �ZZ$N Row 1z 0 O N n �/ O W W W - `° it T-1, orn0 w u ,O =N LIND AVE SW N a: $ =�f M qj 0 q J T,L 72 NOTE., SIDE SEWER LOCATIONS ARE BASE ON BEST INFORMATION AVAILABLE. THE CONTRACTOR SHALL BE RESPONSIBLE TO RECONNECT /REINSTATE EACH LIVE SIDE SEWER THAT IS CONNECTED TO THE SEWER MAIN LINE, THE CONTRACTOR SHOULD ASSUME THAT ALL ADJACENT PROPERTIES ARE CONNECTED TO THE SEWER MAINS UNLESS OTHERWISE VERIFIED. 160 160 : 150: : 150 140: MH #8 40 N178549.41...... E 1297129.00 REMOVE EX. C. 0. AND 1,30 REPLACE WITH NEW 54 "MH: 130 RIM = 155.63... x: Rogo 1E 8" S =:148.9± (RECONNECT EX. SEWER) �NSTAC4 3 p Ago�E Sewn MH #2 zo N 17824&48 zo 6. C /pp ......... E 1297132.05 .... . SEE SHEET 3 FOR INFORMATION 110: 110 100 100 PACE vm M faro faee naxaoMU: xn 19si/1991 APR 2012 DEEMED i =20 �� ,_- CITY OF JDH EARLINGTON SEWER REPLACEMENT 70": oanwx: t�. � RENTON JDH oxamxo xo: IaMlxcx DATUM cxmxm 9/ 9/ : nr ml LL Plan nin Buidin Public Works Dept. Phase II s -7 DMC IF NOT ONE ixcx P NO. REVISION BY DATE APPR MPR�H scut uwaaxccv FHI oe 7 10 5 -3615T co N CL CONNECT NEW SEWER TO ' �I 3 EXISITING MANHOLE. 7,1 187 " 7.L 1 ")8 SEE SEWER CONNECTION _ NOTES ONHEET 10 "o N M W W ^M (Typ) WF6i o�Z W F (n~� OZVI K��"Om O) . W N K W W "�. STEVENS AVE SW � N U CONCRETE C O ° ASPHALT 1G M W ss I'O .8 M M U ClY _ m w - --.--- - _ _ __ ��_�` ndHdse - - -- _ m P - -- - _ I e u 81 ur ss QS n y -- OS -J/1 lo Z l RECONNECTALL EXISTING M o a CO 0 LLI LIVE SIDE SEWERS. m �r W F I O: it m z ZZV p ONO p . m NOTES ON SHEET 10 a o w h V 0 = N (TYR) m 2 wwn O NOTE SIDE SEWER LOCATIONS ARE BASE ON BEST INFORMATION AVAILABLEE, THE CONTRACTOR SHALL BE RESPONSIBLE TO RECONNECT /REINSTATE EACH LIVE SIDE SEWER THAT IS CONNECTED TO THE SEWER MAINLINE. THE CONTRACTOR SHOULD ASSUME THAT ALL ADJACENT PROPERTIES ARE CONNECTED TO THE SEWER MAINS UNLESS OTHERWISE VERIFIED. rn� N N M M o3w t` MOO g: � ^N Uww m / / ! / / / m \ wrn q N N • M MM ��-f M /y MTNZZ 180 180 ti........................... M i 1 O 'OMM � � M 130 130 .. .... ................................................................ ............................... 120 120 ...................................................................................................................................................................... ............................... B NO. REVISION D 1CN D: JDH JDN cHCCrsn: DMC BY I DATE I APPR I °PPRAs? -_ vmncu: xaw isle 1 =2O' H°HIZOMN_ NPD 1983/1991 ^ ^r e f{�/N��ZV ttIU 000 Z N N N N one wcN DATUM `�wwwW /M AT NLL U 1 OtY ;��ti� - ��i3Mt�ph W �3mM pp ^NIT SGIE MCOfl81NCLY m �aZ.J Z W W M i 1 O 'OMM � � M 130 130 .. .... ................................................................ ............................... 120 120 ...................................................................................................................................................................... ............................... B NO. REVISION D 1CN D: JDH JDN cHCCrsn: DMC BY I DATE I APPR I °PPRAs? -_ vmncu: xaw isle 1 =2O' H°HIZOMN_ NPD 1983/1991 e one wcN DATUM AT NLL U ;��ti� Iv Hat oxe mcx SGIE MCOfl81NCLY s% CITY OF APR 2012 RENTON EARLINGTON SEWER REPLACEMENT owAVnnc Iro: Q Planning /Building /Public Works Dept. Phase II S -8 NEME NN E E I 9 9 w Z Qi U C» O EL d ,r E a) 0 _cz 0— N N U) c 0 iii c cz W a 0035 A 22134 R� 09 155 FL. 15.6crfT BM 673- -2_1 PIN 1C BRASS FND E --.,A 6 i.1 JUrJ CB RIM 185W258D 3 If 6.. CON NW 560.2 r IFE 12" CON `' 1{SE # SCR E� s586 8 W1 gpSEMEw WAZER V�D6E RIM 681 58 c 4" PVC / / / / / /�/� REPLACE EXISTING BROKEN SIDE SEWER TEE WITH NE� PVC TEE (APPROX. 10' WEST F4MH�*7' GB RIM 584. � 182.2 rccnHtsl I/ATION ATEACH. E .179,8 SEE SEWER CONNECTION NOTES ON SHEET 10 (TYP.) NSE # 42.0 Els}73 3 psi FEODR _ —lVF ILA. oarvi n. \ 220 .............. --- SW LANGSTON PL E 1296450.76 RIM= 196_.29 EX. ROAD ABOVE SEWER IE 8" S = 179.49 - - - - IE8 "E- 179.59 - - MH #6 . IE 8" W = 189.83 WITH . ?10 . N 178705.25 INSIDE DROP IE B" = 17R59 E 1296117.82 (STD. PLAN 402.2) REPLACE EXISTING BROKEN REA4pV MANHOLE TO BE MO SIDE SEWER TEE WITH NEW PVC REMOVE EXISTING CO AND: EEXB` CL,q y MODIFIED REPLACE _WITH NEW 54 "MF? . SEWEf,?gND RE ........... ...... ........... . .. . . ........ ....: . ST OF MH #7) 200 PER DETAIL ON SHEET 10 RIM = 221.34 P�CEWITy 339 LF ®FS „F, LOCATE AND REMOVE IE8 "SE= 214.92 VC @740% EX; ROAD EX/BURIEDG "O. 77 ABOVE SEWER 190 ..:.... -EX SSMH: .....:........ ...:.. ....... ........ ....�SEWER .. .... :..... ..:...... INSTALL 144:LF OF 8 "CIPP EX. 8' OIAY SAN. ao BAGLE Y PL SW N 178477.47 E 1296413;76 - RIM = 186:76 E 8" SE = 176.2 PRIOR TO CIPP INSTALLATION IE 8" NW = 176.3 I NSTALLAN .ADD/TIONAL.8.LF.OF...... l7 °..:.. . - .:... EX.. ROAD ABOVE SEWER... .:... ............................... .. .... ..... ..... . ............. ... _ ... .IE 8'" N =:176.2.....;........ 8 - PVC @ MATCH EX. SLOPE N 178595.60 # NOTE: SIDE SEWER LOCATIONS ARE BASE ON BEST INFORMATION AVAILABLE” E 1296591.96 ! ............. ................... THE CONTRACTOR SHALL BE RESPONSIBLE TO RECONNECT /REINSTATE INSTALL: NEW 54 "MH 60 EACH LIVE SIDE SEWER THAT IS CONNECTED TO THE SEWER MAIN LINE: RIM= 185.10 INSTALL 151: LF OF 8 "CIPP THE CONTRACTOR SHOULD ASSUME THAT ALL ADJACENT PROPERTIES IE 8" W= MATCH EXISTING ARE CONNECTED :TO THE SEWER MAINS, UNLESS OTHERWISE VIERIFIED. DMWN: P vrm.,� irsi n xnw sea a A PR 2012 ir 1 "=20' M' " CITY 01 °H R E N T O N EARLINGTON SEWER REPLACEMENT JDH om..0 xo: CHECKED: �ONEINCH DA'UIVI Phase II S -9 )MC FT' "�E`x� \ �� Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR ^°%+D� swf nmgxDFUCSV \ sxEET. DP: LH U 9 10 • y r- N I CL G J z N V (z o � G E U cz 0- N rr N c 0 0) c tz W PAY LIMIT TRENCH BACKFILL 6' d ° O d d O SEE DETAIL FOR STREET RESTORATION REQUIREMENTS BACKFILL MATERIAL SHALL BE 100% SELECT IMPORTED BACKFILL PER SECTION 9 -03.19 (SELECT BACKFILL ) OF THE SPECIAL PROVISIONS 12" & 8" SDR 35 PVC SEWER PIPES TYPICAL TRENCH BEDDING AND BACKFILL . s 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 NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. F #sra�Ir;flr�•,lezrr•r.T� a:m1R•wrr�� r •_ • • • • • • 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 12" TYP TRENCH FPAYTIMIT EE DETAILS) OF TRENCH PAYMENT LIMIT OF PATCH ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL EXIST. ASPH, CONC. PAVEMENT, TYP. 6" OF CLASS B ASPHALT CONCRETE PATCH PAVING SHALL BE DONE IN 2 - 3" LIFTS r rr •• • 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 V BEYOND THE UNDISTURBED EDGE OF THE TRENCH. 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCIDENTAL 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. CONSTRUCTION NOTES 1. HORIZONTAL DATUM IS BASED ON MONUMENTATION 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. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS OF MANHOLE AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 5. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS. INSERT ETHAFOAM HS 600 PLANK-FOAM BOARD OR • SEPARATION. MANHOLE • RINGS SHALL BE "CRETEX PRO-RING" OR APPROVED 30 EQUAL. • jo MANHOLE FRAME AND COVER PER DRAWING 401. 4" MIN. TO 12" MAX. 8" 24" I 17" 4" 54" 1 % _y a 4. O 4 hd °. 4 o a o 16:: 9mm wll =T . 54" SANITARY MANHOLE 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL MANHOLES SHALL HAVE FLAT TOPS (NO CONES). 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED UTILIZING "CRETEX PRO - RING" MANHOLE ADJUSTMENT RINGS OR APPROVED EQUAL. INSTALLATION SHALL BE PER MANFACTURERS RECOMMENDATIONS. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 314 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. u a PACE N/A MORQOMRL NPO 19&111991 d a.. ° Q °a d- � d ° O d d O SEE DETAIL FOR STREET RESTORATION REQUIREMENTS BACKFILL MATERIAL SHALL BE 100% SELECT IMPORTED BACKFILL PER SECTION 9 -03.19 (SELECT BACKFILL ) OF THE SPECIAL PROVISIONS 12" & 8" SDR 35 PVC SEWER PIPES TYPICAL TRENCH BEDDING AND BACKFILL . s 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 NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. F #sra�Ir;flr�•,lezrr•r.T� a:m1R•wrr�� r •_ • • • • • • 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 12" TYP TRENCH FPAYTIMIT EE DETAILS) OF TRENCH PAYMENT LIMIT OF PATCH ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL EXIST. ASPH, CONC. PAVEMENT, TYP. 6" OF CLASS B ASPHALT CONCRETE PATCH PAVING SHALL BE DONE IN 2 - 3" LIFTS r rr •• • 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 V BEYOND THE UNDISTURBED EDGE OF THE TRENCH. 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCIDENTAL 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. CONSTRUCTION NOTES 1. HORIZONTAL DATUM IS BASED ON MONUMENTATION 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. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS OF MANHOLE AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 5. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS. INSERT ETHAFOAM HS 600 PLANK-FOAM BOARD OR • SEPARATION. MANHOLE • RINGS SHALL BE "CRETEX PRO-RING" OR APPROVED 30 EQUAL. • jo MANHOLE FRAME AND COVER PER DRAWING 401. 4" MIN. TO 12" MAX. 8" 24" I 17" 4" 54" 1 % _y a 4. O 4 hd °. 4 o a o 16:: 9mm wll =T . 54" SANITARY MANHOLE 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL MANHOLES SHALL HAVE FLAT TOPS (NO CONES). 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED UTILIZING "CRETEX PRO - RING" MANHOLE ADJUSTMENT RINGS OR APPROVED EQUAL. INSTALLATION SHALL BE PER MANFACTURERS RECOMMENDATIONS. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 314 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. REUSE EXISTING FRAME & COVER EXISTING PORTION OF MANHOLE \ SECTIONS TO BE REMOVED NEW SECTIONS OF MANHOLE TO MATCH DIAMETER OF LOWER SECTIONS OF EXISTING MANHOLE. ALIGN NEW LADDER RUNGS WITH 7.5'1 EXISTING RUNGS IN THE LOWER/EXISTING SECTIONS. -�- EX. 36" -► Rim Dim am . a ABANDON EXISTING OUTSIDE DROP BY FILLING WITH CDF OR PEA GRAVEL .� •.� • �• PLUG LOWER PORTION O EXISTING OUTSIDE DROP WITH CONCRETE MANHOLE MODIFICATION INTERSECTION OF BAGLEY PL SW AND LANGSTON PL SW SANITARY SEWER CONNETION NOTES 1. WITHIN THE OPEN -CUT PORTION OF THE PROJECT, SIDE SEWER RECONNECTIONS SHALL BE ACCOMPLISHED USING FERNCO "STRONG- BACK" COUPLINGS OR APPROVED EQUAL. SIDE SEWERS SHALL BE RECONNECTED WITHIN 6 FEET OF THE NEW TEE UNLESS OTHERWISE APPROVED BY THE ENGINEER. THIS WORK SHALL BE INCIDENTAL TO THE SEWER MAIN LINE INSTALLATION. 2. WITHIN THE CIPP PORTION OF THE PROJECT, THE SEWER MAIN LINE CIPP SHALL BE INSTALLED PRIOR TO INSTALLATION OF THE SIDE SEWER CIPP REHABILITATION (CIPP FOR SEWER MAIN TO LATERAL REHABILITATION). SIDE SEWER REHABILITATION SHALL BE ACCOMPLISHED PER SECTION 7 -24 OF THE PROJECT SPECIAL PROVISIONS. EXISTING PVC SIDE SEWERS SHALL NOT BE REHABILITATED. 3. CONNECTIONS OF NEW SANITARY SEWERS TO EXISTING MANHOLES SHALL BE ACCOMPLISHED USING SAND - COLLARS AND NON SHRINK EPDXY GROUT OR APPROVED EQUAL. T CITY OF RENTON Planning /Building /Public Works Dept. APR 2012 EARLINGTON SEWER REPLACEMENT A.. awwnc xa: Phase II s -10 sxeEr: 10 or:10 5- 361S1C PACE N/A MORQOMRL NPO 19&111991 Dmmnm: JDH JDH one wc" DATUM cnmrcm: DIdC nr mu scn� it xor wee mcx NO. REVISION BY DATE APPR 1. -Mm: LH REUSE EXISTING FRAME & COVER EXISTING PORTION OF MANHOLE \ SECTIONS TO BE REMOVED NEW SECTIONS OF MANHOLE TO MATCH DIAMETER OF LOWER SECTIONS OF EXISTING MANHOLE. ALIGN NEW LADDER RUNGS WITH 7.5'1 EXISTING RUNGS IN THE LOWER/EXISTING SECTIONS. -�- EX. 36" -► Rim Dim am . a ABANDON EXISTING OUTSIDE DROP BY FILLING WITH CDF OR PEA GRAVEL .� •.� • �• PLUG LOWER PORTION O EXISTING OUTSIDE DROP WITH CONCRETE MANHOLE MODIFICATION INTERSECTION OF BAGLEY PL SW AND LANGSTON PL SW SANITARY SEWER CONNETION NOTES 1. WITHIN THE OPEN -CUT PORTION OF THE PROJECT, SIDE SEWER RECONNECTIONS SHALL BE ACCOMPLISHED USING FERNCO "STRONG- BACK" COUPLINGS OR APPROVED EQUAL. SIDE SEWERS SHALL BE RECONNECTED WITHIN 6 FEET OF THE NEW TEE UNLESS OTHERWISE APPROVED BY THE ENGINEER. THIS WORK SHALL BE INCIDENTAL TO THE SEWER MAIN LINE INSTALLATION. 2. WITHIN THE CIPP PORTION OF THE PROJECT, THE SEWER MAIN LINE CIPP SHALL BE INSTALLED PRIOR TO INSTALLATION OF THE SIDE SEWER CIPP REHABILITATION (CIPP FOR SEWER MAIN TO LATERAL REHABILITATION). SIDE SEWER REHABILITATION SHALL BE ACCOMPLISHED PER SECTION 7 -24 OF THE PROJECT SPECIAL PROVISIONS. EXISTING PVC SIDE SEWERS SHALL NOT BE REHABILITATED. 3. CONNECTIONS OF NEW SANITARY SEWERS TO EXISTING MANHOLES SHALL BE ACCOMPLISHED USING SAND - COLLARS AND NON SHRINK EPDXY GROUT OR APPROVED EQUAL. T CITY OF RENTON Planning /Building /Public Works Dept. APR 2012 EARLINGTON SEWER REPLACEMENT A.. awwnc xa: Phase II s -10 sxeEr: 10 or:10 5- 361S1C r LID c� N CL G w z N U (z 0 C E N U Cu Q N rr i N 3 a� U) c 0 rn c i CIS LU w PHASE II AS -BUILT DECEMBER 12, 2012 AS -BUILT INFORMATION PROVIDED BY RAM SURVEYING & MAPPING, LLC SIDE SEWER CONNECTIONS ARE SHOWN IN THEIR AS -BUILT LOCATIONS BASED ON POST - INSTALLATION VIDEO INSPECTION. warren: PACE Dmnxm: JDH JDH CHECxEO DMC NO. REVISION BY DATE APPR LH S=361511 1"=100' = 1 0O rmnrx Nero ,ses XOR60HIN: WD 19&111991 .1� �- CITY O F REN TON OxIE ixtx N •TilLLL Planning /Building /Public Works Dept. IF NJT CFE INCH S /.000RDWLLY APR 2012 EARLINGTON SEWER REPLACEMENT°° Phase II S-1 1 X10 3161151 1 1 LO E S FI. SEMENj cE Y SE 59 a Cg R\M 6D " 556 6 8 \ G1g 2 GON NW ao?8 6N NE RECONNECT AL EX /STING CON \ \E 15j gPSEMEN \E GOON sE LIVE SIDE SEW S. \E 6 CEP \ \E 1�. CON N g99 654`0 q I., I \E 1 5• GoN E \ �� ND GcN 5'6 SEE SEWER COECTION \ 6 Co" Gs RIM GcN 5 5 z W E \ \E 6\ \E 12,. CON N 52� 4991 464 C ' \ NOTES ON SHEET, \ \E 12 • ccN SE \ cg R\ GON tl 46? \ \ \E 12 \E 1 5.. CON 5 41 0 \ (TYP.) s \P HPNO 0.P \l � H \� \ —L SD pVG 3q 2 W \ \ _ _ \ \ \ ce R\MGON N 41.1 \E 15 , CM SE 391 SOMH, N\ UNPLATTED STRIP BETWEEN PLAT qND EXIST. R/W — — — 1\P\ -j P w _ P OHP \ \\E 6 Jot I° PSP ❑G \E 15 \ E " I UC OHP OHP t J \E 12 Q 60 UCT UGT OHP GHF 0 Z Q� RBWT OHP U U 50 s0 OHP w CIS �- sa W W sG O O L W SD RfiCUi W Wi W EX g" CLAY SS g' CL. -O CL W 12 E W W W UAY SS — — _ E s — .._..— . —..— .�.. .— . MH #1 \ V G z' SM IP c IP f0 G W \ so c Qu . Bp M \C 6 Pa o Wu : C \ G 2 "S P UCP PN N �Z9j 59Ub ��d LLL`TTTLLLL! L SO SG 6• CI mWi L V / - pSPHN.t OHP t\6" (TYP) W \ W W (3) o0. 9225 oaNE s & \a• � we � so i \E 6gC N N gp8 SOME N N E118B wa\i- \e w ` oaf \ ¢ / 12 ., 5 JoE cJae SpMHON NW6589 GON a y 3 EKE pSpmO \E \ E1� ,. GON NE 5 j0 gE PBPNOONE \ so p\.1 0 PH CONNE , NEW SEWER TO o — gEE I psPHP�t EXIS6 ING MANHOLE. co I I I \ — _ \ SEWER CONNECTION \ w I \\ SW LANGSTON RD 4335 ESON SHEET 10 �S (TYP.)\ C3 VO II gPSEMEN WI gpSEM I \ /� \E � 9 ;ON SW \ � Xi1V IrJ TL. Ooi7 \ Cg R\M ¢4428 E 9 GOG NW 41 a T� 9025 7I 002J 3 MH #1 EX.. E4B3 t78142.76; go . ROAD ABOVE ... ` 6 E129746&43 1297460.40 ....... . ....... ..... .. ....... vsEwER 3 N REMOVEEXISTING MH AND REPLACE WITH NEW 54" MH 80: RIM =� 68.32 80 (Y') REMpV 1E 12" SE :° 59L369 60.27 . , . NOTE." ... ......... ...... . E :lE 1I"NW= B- 60.37 MAIN THAT OSSE APPROX. 4 INCHESABOVE EX: 805 5318.138 BRICK _ ('Y m N 1778059.53 ER u THE EXISTING 8' CONCRETE SEWER MAIN DO AN o E 7297721.77 TO THE DlAh1ETER OF THE PIPE- BURSTING HEAD o m d> RIM 40.45 W LU ....... .. ............................... �R�P�ACE 3 N..... .3 N.... :HOPE SEWER MAN, 120 POVC SEWER MAIN 1E 12' E 32.8 (EXISTING):........ 7 °.: /Ty E WAS INSTALLED FROM THE EXISTING - IE 10" SW = 32.9 (EXISTING) _ o `o DOWNSTREAM SEWER MANHOLE PAST THE 1E 12" NW = X3-3.-70- 33.65 `?394,r o EX/S/TING 6" GAS MAIN VIA OPENCUT TO 7? • PREVENT DAMAGE TO THE GAS MAIN. ..... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �S . . W . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... ROAD A W REMO VE SEWER o d �EEX /ST %iVS ° G B „ 0 .a N. ............. . ERAND REP[gC m 3 o. . 1954E pF 1E w /Ty o a N 40. HOpEB 75 4,c op a N 40 . . . . . . . pvC� 986/ TRANSITION COUPLING 12 "HDPE TO 12 "PVC 30: 30 . ................................................................................................................................................................................................................................................. ............................... AS -BUILT DECEMBER 12, 2012 S=36 151 Z AS -BUILT INFORMATION PROVIDED BY RAM SURVEYING & MAPPING, LLC SIDE SEWER CONNECTIONS ARE so"mEO: stye: aae SHOWN IN THEIR AS -BUILT LOCATIONS PACE X0R1 19� ss CITY O E APR 2012 BASED ON POST - INSTALLATION VIDEO INSPECTION. P °H -20 �_ REN TON EARLINGTON SEWER REPLACEMENT 6 m: JDH Ixcx p aunty xo: CHECKW; ". n oxE lal Planning/Building/Public Works Dept. Phase ase II S -2 Z If XOi ONE NG1 NO. REVISION BY DATE APPR .nPxO�roH scaE ,.cco6olHCEV � 2 X10 T? M A 1` N CL ►i w z N co U (z 0 o a E 0 0 Cz Q cc 0 U) 0 0) i c W k W w W V) C` C C C` LJ C CT n CON 1�.� 1207 \E 12 . CON.a \E 12 \E �2 • SON aE \E 12 W/ BASEMENT SEE SHEET 7 3. G 1 14 ]o G v) E V4 �DN sE \E 12 J. Vv. LA/VU ION RD. s' W N E # OOR EL =9a c - �5S F psEM•ENj .N 19 I lE 12" N = ,',� 132.87 7 (RECONNECT EX. SEWER) 3401 F 1? �HOpF C�9a�i 100 ........... ... ...... _ ............................ N !78_A4&.48 178248.45 E129 1297132.64 130 REMOVE EXISTING MH AND REPLACE WITH NEW 54 "MH RIM = 105.80 106.05 1E 12" SE = 99.34- 99.35 120 IE 12" NW = 99-4-1 99.45 IE 6"N = 99-90- 100.05 (RECONNECT EX. SEWER) �i ...... i 100 so so 80 ..................................................................................................................................................................................................................................... ............................... . AS -BUILT DECEMBER 12, 2012 AS -BUILT INFORMATION PROVIDED BY RAM SURVEYING & MAPPING, LLC SIDE SEWER CONNECTIONS ARE SHOWN IN THEIR AS -BUILT LOCATIONS BASED ON POST - INSTALLATION VIDEO INSPECTION. 3 NO. REVISION suXh D PACE o K ¢ JDH GM W: JDH CHECKED: DMC BY DATE APPR w--L LH 5- 361513 scue: wnrwx w,w 19s8 1•=zo• CITY OF "fiN RENTON q1E IXGX n. EVU Sf1LE Planning /Building /Public Works Dept. If NO ONE WEN SVIE .,CLOXdXGLY L ,' m m cn m m L m V) m m N APR 2012 EARLINGTON SEWER REPLACEMENT F= Phase II .s 3 3 X10 S— 3 6 1 51 1 3 IF Cr) N CL i w _ Z vco ca W a- c: a) U (z MyQ 11 c O 1) as LU 71 �J055 I f 3I 3 � N I 50 pSEM N = �/ / ,8512 gp3 N g"S P EMEN E`,,gg. W� g r\ a Cg R \MOON WW 18\ \ I * 1 �€ I CONK S X80? �, I II SgMN Rc NA 5662 7n < \E,z ° \E \6 , °�ON N5563 I OM rte(" e"' "Od�NEO�oN 5,0 1885 I I I E,2 I kuV ' , H C�ON NM DS $C,N8RE 8 ;w1p 8 LL J �L�L�NWSf iI g EE RV R \"M 1� 6 C R +M ,E 6 31,8650 2 9 0 I N�WS$E j / Fg� PS ER M E P E E4N0j 8 E` 159 3 {O o gpSOI +155 ,5A.50: O B TMo A6 5 WPSEPVC $E 6, CON o Q CON $ w " Ow p0N I LANDSCAPE Nc. C8 R\MCON E 160. I . WALL (w°) I I SW LANGSTON RD ONa E 6' LOA ' OR \VE OHP WA L CONCRETE WALK OHP D h LONp0.� W W W CURBCUT ASPHALT OPP P ASPHALT i pNL o QR OR 4 W S$ OHP W W CURBCU LANDSCAPE WALL rn. W m 3 � (TYP) W CONC. WALK / /�{ E% 8' CLAY $S �I / W W S70-57 53"E 169.51' _ W W E% B" CLAY SS v �/ A■ 2" SW IP �\ __. _ ASPHALT „ ROADWAY U W Y -A W° G y c w IP s — — — _ — 3 — _ 41 S72'04'1 2"E — _ — CONCRETE WAL4 3 0 'fO 401.64' m v, cuaecur G = 3 CB RIM 149.62' N� IE 6" CON S 148.3 m c 209 39 MH R\MN ,Lp1\ D ° e .. 20668'1 c ON 02 LONc. ca'G' ❑ so cu...I G MH W�� 9,3 6 5� 6,• COON W 2°, 5 Cory DRNEcD vE ® (TMP) 9 2 0 \VE LON4 ASPHALT - CONCRETE WALK ' W a $� 19 \E j2 GONE \y c v .y0" ASPHA T 6 \E 12 I. /nV/�` WSJ DRI VR'_ . +Q� ORI SO SW WALL ASPHALT i 3 $OMN R\ NW6o55 o DRIVE T� 0-15 7' I 0 °N 55 I I � r NS N RM, ,595 5 E /NST FALL E TING ` \ I \E ,2 \E 85 G�PY N `5j6 LIVE SIbE SEWERS AND /NLSTALL I $$Ma cE w Nsz MEN; E` 9 E e °`p CIPP SEWER MAIN TO LATERq i OPSEM \E ,a6 ?8 I N 0011 5j36 BP'S E ENj E�,,7o c REHAB L ER CONN { AT /ON AT EA $$MN Py 1A1 2 I SEE SEWER ECT /ON. \M j50;a i1 ��PY NE 1763 \E$oM PM NNS ,'123 \E 6„ CEPY NW \E 12 CO I N8E #ENj E`,,56 NOTES ON SHEET 10 $OCON NW X469 N \E 6 gPSEM fI IICC (TYP.) I I \E \?!, 8' CON SE �A41 ,�M G T 1 0 -105 I I 7.� . ✓ IJ� \E \2 CON I 405 \ \E 12 G 52 5 � „SE # ..o AS -BUILT DECEMBER 12, 2012 \ V ' J 14 * AS -BUILT INFORMATION PROVIDED BY J RAM SURVEYING & MAPPING, LLC SIDE SEWER CONNECTIONS ARE gym: a E SHOWN IN THEIR AS -BUfLT LOCATIONS PACE .0.zo"M'w sus >I CITY OF APR 2012 oE=� " —z0' P/R BASED ON POST - INSTALLATION VIDEO INSPECTION. JDH RENTON EARLINGTON SEWER REPLACEMENT „u OHAWN: JDH 11 OH h p wuww w axEO% DMC Planning /Building/Public Works Dept. Phase II S -4 IE NOi ONE IKII NO. REVISION BY DATE APPR A wPavhLH swc RISNGLY 4 X10 G- r5�1;q 5-36 1 5 1 L LO M A N w _ z � U (a C E Ca Q a) _ U) c 0 c W SEE SHEET 9 CO RIM= 224.28 R�\;, 22� �. ORPrE I o s nrai ❑ GRPVFl W V_ y W N YAIK GgIC. I I y N DRIVE DR14£ 6� \s0� V 3 oRP Y\sE# j 6 N aPE 2 ^�o/ W oPE W oR1. I gpsEMENt 1�5 1 MH #6 �,,,,,,,,,,,,,, I Mp _ cpYlc. r 9c p9 pRIVE / �% G 8 C(AY ys ONP \ 9H 71 *27'1 MH#4 W °� I I 1 pr 185.70" — p w Efi\E 2129 T1.0068 I SW LAN( SD M p 4 �9Lr G SPRUCE 71 '0`06'0 pP� \ 'Q 9" CB R \M�2�210 i5S F�. W \E 6" W� 2 \0.3 HsE #6�5g I p c Opt / V \E 6 5= E�,BPSEMENS . _ y w \ - �9�5j't \E w \oPC 1,g°' DRIVE Sp L IVVE \ G 212 53. \ 6Aj .S. yw N� SwI\NG G \0 a\ / w / so \ E 6 221 14 \ G \ \ OPT EW /BPSEMENS MH s�M� s E. 6 Z W ,2;53 \ coNC walk W R• GUr \ NP w ASPHALT opt \E_ 12 Est I G \ \ o I 20651 M B 6 15Z Fl. G R \M° 2 \9 �8 oelvE I \ \ \ w \ w o°i \wAirc a" CON oN N 20 6 HsE #2223 WI I I CONC' S DRIVE so eR. occ \E \E 6„ SON s 202 BASEMEN I `$ \ T� I / 5 F ROADWAY `g.57 E w OP` \ o 220.08 TI /�i� y E�s25EMENZ Co c conc. \ '0 \ \ NP w 0PC T `✓J/" WIBP I pRIVE pRIVE \ �% M. J \ Ti 031 I �ANGSS � rn. SO RECONNECT ALL EXISTING' NsE #Z °9 jsj FE �7 �r% /� CB 6 M N'22 j 2 I 1 1 pap. wA P \ _ Z LIVE SIDE SEWERS. I E 17A 5z F . E 6" GAS SS j W�BP I BSE #621 4 I DRIVE \ Co WA Sp r \ O E NC. I SEE SEWER CONNECTION EW /BP EMENj I W NOTES ON SHEET 90 T-1, 0360 (TYP.) I I T1 0365 I I 5E HZ. WE�25�? CB R\ N2Za�5 I G I 1sZ FE' M 21A 'Ss \C BRP S —I �` �18'�ENS I BN�1l 526692 I � \ 8 II WIBPSE / � I Es122p9.22 AS -BUILT DECEMBER 12, 2012 to ✓ v ■ ✓ ■ ✓ AS -BUILT INFORMATION PROVIDED BY RAM SURVEYING & MAPPING, LLC a PACE x�'w s� %ISSI x _ CITY 0 E APR 2012 SIDE SEWER CONNECTIONS ARE 1 " =20' E. SHOWN IN THEIR AS -BUILT LOCATIONS JD" RENTON EARLINGTON SEWER REPLACEMENT BASED ON POST - INSTALLATION VIDEO INSPECTION. JDH ox¢ Ixcx p a'"IPP� w CHECxmDMC "'"'� Planning/Building/Public Works Dept. Phase H S -5 it w one wex NO. REVISION BY DATE APPR -PR : scwte �0.1.1 " S X10 LL- rsis 5- 3 6 1 5 1 5 LO T M CL N w_ z H ca U `Y 0 O I_ N 0 co ^Q. MW. DL U) C 0 0) c Lu F � g0 3 REINSTATE ALL EXISTING , ,st F \ NsEe"P°sEME "` \9 Y S� a w2263 — LIVE SIDE SEWERS AND CIPP S TO LATERAL wl °P \ 236 6 Z HABILITATION ATEACH. ce 6\MS� 233 25 °,9 SEE SEWER CONNECTION 7� 0025 CIS ce R\MS/ 2q o 0075 \E a NOTES ON SHEET 1 D S. W. LANGSTON RD. (rYP.) CO RIM= 253.51 + F" \� a' wcoD \ CONC WALL (TTP) one. a L B' C.L ASPHALT G G 2' IP GAS G 9' 0.L w w W w 3 V w w W w I W W _ MH #5 0 s S71'27'12'E 2 IP G w w 4" WE. (PLArv) w w ROADWAY — 27.83 - c W w w w w w a' VFD cpL ) w SD ❑ N . SD °j S SD � Sp 12' GOING n RD SO ED sD � CONE WALL 0 O CONC. WALL UNDER HEDGE 3 IP GAS HP P GNP \ OHP I NSP "N�t +0 5' CH. LIN 5 .I . I .0 o x \ I p\a g23q g d I 35662 q2 C0 R \M �E22 92 0 \\ I 1+ °° R \M °2 236 o o \ Ga \MS 2 233' Slv5 s 5 ° E° M° 2 h9. 19 n I 10. a 6 �1,N wF%� 5 53 \ \ fla 30, 5 °M8 NW' 2n21 c \ ` 0' ,F- ,2 777�_ ,LggSEtgt SE #gOEMENj I �NI °Pf` ° \.\5E 'jM ENI °PSE I wS, F2q� a E� I I \A 5�$Zgn.MENA I m3 F. OPSF- 7L 0550 I i wl ID zo T-1 0510 i I T-1 0550 I 1 0640 I r l 0535 I r 1. 052D 7 I ABANDON EX SSCO N 179024.33 ... 26 ............:.E .1295216.83................. ....:.. ....................................... ..................................... ....... ..:.........:.................. :....... ..:.... ....:.........:. ......:....260..:.. RIM = 253:51 E IEIE= 240.63 o m U 250. 3 m ..... U. 250 - . - - .. ...... ...... ....................... ....... .................. ........ EX. ROAD 0.5. m E 0: ABOVE :SEWER - °a �: ° o N m ... 240: .. 240 - ......... ..... ........ ............ ........... ................ °................. ........... ........................ ....... ..... .. m .... ........... ABANDON MH #5 G 3 o PIPE WITH N 1799099.195 179009.33 INSTALL o 230 CONCRETE .... .: E ,29 3T .1295226.15 446 LF OF 6" CIPP : : PLUG o. . INSTALL NEW 54" MH : R /M= 25330 252.45 lE 8" SE = 24905 240.40 (RECONNECT EX, SEWER) APPROX. 3' OF 8" PVC zzo .:.........:.. ......:.... ............... CONNECTED TO THE 220 EXISTING 6" CONCRETE EX SSMH CONCRETE 210: - N 178828.29 210 RIM = :233.85 IE 8`5= 226.12 IE 6" NW = 226.22: 200. 200 - ................................................................................................................................................... ............................... ....................................................................... ............................... AS -BUILT DECEMBER 12, 2012 S=3 61516 * AS -BUILT INFORMATION PROVIDED BY RAM SURVEYING & MAPPING, LLC $VR+MN: $CNE a>E SIDE SEWER CONNECTIONS ARE PACE �ZOW A, NA. 9w 9U CITY 0 F APR 2012 °6aD" =2D EARLINGTON SEWER REPLACEMENT P SHOWN IN THEIR IN-BUILT LOCATIONS „u R E N TO N BASED ON POST - INSTALLATION VIDEO INSPECTION. ° *" DH W.� „O, Phase II s -6 cxwcxrnDMC "TFll1L Planning/Building/Public Works Dept. IF NOT ONE WOH N0. REVISION BY DATE APPR ,vrxwm:H"C0R °NG HGLY 5x� 6 m 10 G 5 -3b is /� 5- 361516 LO M N CL IN w — z N U cz w ° 11 V _ca Q yy(D Il a) //m V/� / c O ca C LU AS -BUILT DECEMBER 12, 2012 * AS -BUILT INFORMATION PROVIDED BY RAM SURVEYING & MAPPING, LLC SIDE SEWER CONNECTIONS ARE SHOWN IN THEIR AS -BUILT LOCATIONS BASED ON POST - INSTALLATION VIDEO INSPECTION. I / I / J / CL_ I / I I 6 N . I M T.I 0005 RR�INSTATE ALL EXISTING N O W V J / L VE SIDE SEWERS AND INSTALL CIPP SEWER MAIN TO LATERAL I / REHABILITATION AT EACH / o SEE SEWER CONNECTION / NIOTES ON SHEET 90 / / w (TYR) o- 1 Qo E II w m �o x� T1 7_7 I I I I J 00 / ' p O W m m o m m F z EzrQ� \I 0 a A m ° II N w _o I N -0so I � , I LIND =m �° I f AV � D �o H <a I T 1 _7.665 LIND AVE SW E SW mww a 3 G dl 3d .Z .o h ^N. /�N Q AY 11 /. as o�p 0000 � o ENwm � Z Z -02000 U 60 W W / w m oZ w vwi Fx m¢ w uS" of - M ......... 160 .............................................................................................................................. ............................... ...............160............. ... 150 ,.I.1 .\ 150 00 ......... ............................... . } I N0. REVISION SOB D: PACE DESK.IID JDH DMWN: JDH ME P DMC BY DATE APPR M.D. LH S= 361511 vErsnru: xw 19ea 1 =20 NGRIZOMY: 14D 1961/1991 A - CITY OF ML RENTON ONE IxCx Planning /Building /Public Works Dept. If XOi ONE Mll EcvE �xaxwxcEr APR 2012 EARLINGTON SEWER REPLACEMENT Phase II Da S-7 7 X10 068 s -5G/5- 0 5 -316111511-/ / _. P CS Z 0 w ro 0 / II W Z mw O� M O N ......... 160 .............................................................................................................................. ............................... ...............160............. ... 150 ,.I.1 .\ 150 00 ......... ............................... . } I N0. REVISION SOB D: PACE DESK.IID JDH DMWN: JDH ME P DMC BY DATE APPR M.D. LH S= 361511 vErsnru: xw 19ea 1 =20 NGRIZOMY: 14D 1961/1991 A - CITY OF ML RENTON ONE IxCx Planning /Building /Public Works Dept. If XOi ONE Mll EcvE �xaxwxcEr APR 2012 EARLINGTON SEWER REPLACEMENT Phase II Da S-7 7 X10 068 s -5G/5- 0 5 -316111511-/ LO T CL W Z y/ U ca 7 K IL a) U (a IZ a) /�a) V/� J- c O \V LLI 3 AS- BUILT DECEMBER 12, 2012 AS -BUILT INFORMATION PROVIDED BY RAM SURVEYING & MAPPING, LLC SIDE SEWER CONNECTIONS ARE SHOWN IN THEIR AS -BUILT LOCATIONS BASED ON POST- INSTALLATION VIDEO INSPECTION. m - 3 3 O 0 m 1\ II _j - wz Fpm O W NON F- i`�3 T.L II w� O Nom 3W 0 wF 0 ,e m m — N Y Z F / ¢ LL 3 RECONNECTALL EXGSTING p LIVE SIDE SEWERS. EE SEE SEWER CONNECTION W NOTES ON SHEET 10 . (NP) U I If I I I a E% 6' OU If CONNECT N W SEWER TO tLl NO OS EXISITINGMANHOLE. - 7L 7 d z SEE SEWER CONNECTION O O Oz U w w NOTES ON �ET 10 0 � NN yt�Q D) o N N O x�z O M (TYR) Uz FO LL m t r I o �� .- x 3 ci II II izw O � � N 0.Z U WZ O o wz w OV O o E W 'N FW Ff W / 3 0R °�1II STEVENS AVE SW F° x z N O \OW3. � K O 0 ,e m m — N Y Z F / ¢ LL 3 RECONNECTALL EXGSTING p LIVE SIDE SEWERS. EE SEE SEWER CONNECTION W NOTES ON SHEET 10 . (NP) U I If I I I a E% 6' OU CONCRETE ASPHALT w — tLl OS - W 2;z. d z 1 W W O O Oz U N < O N 0 � NN yt�Q D) U W W W N N O x�z CONCRETE ASPHALT w — mm N N 1? M o3w M O O U U E- R'NN m W w m 3 d N Qd � M a m ! !O N K N / b 00 } tt e O yy ONO T / / V 3 � � v< N_ n�rr N Nn - ° nv3i3zv S 3000 I {/ �l�QYVO J�Mb� I % iJQroNM 1 i ° OAOJ M ° 0 /\ Nj Yem \O dt N N M M M M N Z Z NO " O Y" M W - M Maw 180 180 ..................................................................................................................................................................... ............................... .:.170 .....:. .......:..... �. ..:.��.... ..:...... ... :.........:..... 170 ....:.................. .............. .. ............................... ............................ E 1296805.88 Ric ek R RIM - 160 E 8' 173.118 80.17 : �Ol��c QID ,ye MH #3 174.67 ..... Ey`6 "G °Ike SFw Nom¢ ..... . IE 12" S = 173�. 98 ' 174.57 L9 ys�� FR E �oFnna Qu SEE SHEET 3 FOR RFp INFORMRTION ' 150 � �....... CF.i...... � .........:..... ..:.. ....:. ............. 160 150 140 .............. ............................... 130 130 ...................................................................................................................................................................... ............................... PACE vwllru: New III NOWZOMIL N/D 19&3/1991 1 CESICNED: 1 n -20, �= CITY OF JD" RENTON DH mccx DMC IF NOT ONE Pa nning/Buiding/Pubic Works Dept. P101 NO. REVISION BY DATE APPR I MFR D:,, E. lscomlxcLr APR 2012 EARLINGTON SEWER REPLACEMENT o °° oRAUw xu Phase H s -8 SNEET: 8 OF: 10 6�6: 5- 3'9rSI-,F. S- 3 6 1 5 1 E OS - W ¢ v c O 3 a O M Uz FO t r �° o r izw 0.Z U WZ O .1 1- wz w OV O opw FW 0R SOQ Wm F° x z N O \OW3. � K O mm N N 1? M o3w M O O U U E- R'NN m W w m 3 d N Qd � M a m ! !O N K N / b 00 } tt e O yy ONO T / / V 3 � � v< N_ n�rr N Nn - ° nv3i3zv S 3000 I {/ �l�QYVO J�Mb� I % iJQroNM 1 i ° OAOJ M ° 0 /\ Nj Yem \O dt N N M M M M N Z Z NO " O Y" M W - M Maw 180 180 ..................................................................................................................................................................... ............................... .:.170 .....:. .......:..... �. ..:.��.... ..:...... ... :.........:..... 170 ....:.................. .............. .. ............................... ............................ E 1296805.88 Ric ek R RIM - 160 E 8' 173.118 80.17 : �Ol��c QID ,ye MH #3 174.67 ..... Ey`6 "G °Ike SFw Nom¢ ..... . IE 12" S = 173�. 98 ' 174.57 L9 ys�� FR E �oFnna Qu SEE SHEET 3 FOR RFp INFORMRTION ' 150 � �....... CF.i...... � .........:..... ..:.. ....:. ............. 160 150 140 .............. ............................... 130 130 ...................................................................................................................................................................... ............................... PACE vwllru: New III NOWZOMIL N/D 19&3/1991 1 CESICNED: 1 n -20, �= CITY OF JD" RENTON DH mccx DMC IF NOT ONE Pa nning/Buiding/Pubic Works Dept. P101 NO. REVISION BY DATE APPR I MFR D:,, E. lscomlxcLr APR 2012 EARLINGTON SEWER REPLACEMENT o °° oRAUw xu Phase H s -8 SNEET: 8 OF: 10 6�6: 5- 3'9rSI-,F. S- 3 6 1 5 1 E C7 CV d- z U co 0 �^^ a �- () E ca Q_ a) cc N vJ C O y.. C (z LLI 0036 A 221 34 PA 0' ASp\ -SD .09 1ST FL. 15.6icNT ✓ 'J VASE #�5p8 .._..225. N� 6 OOMENi / I II ca+c. 00.1`1E I HSE F��OR EI - =2230 / NO BASEMENT I 6' FENCE � I I 2x2 BRICK POST (TYP1 1YP) III / / /r / /%g CONG. BLOCK MALL 1 GONG. III/ I II?�II >Y. DRIVE �f�/ MH #6 G - 8• SPRUCE 0g RIM =21vo. IE 6" W= 210? IE 210.3 12• DEgO. W V_1. w 0 "m oEgD. W 1. CON, WALK ROADWAY \ SS opt \ ?20 0g \e 0 \ co "c. FAIW `CPC n FFSy, TgJ WAS \ CGNC 1' /P CAS \ WACK SO � 1-SDMH RIM °__2207 7 \ 1 E. 12. W 207? RIM =210 45 \ LE. 12 E.= 08 N _207 B LE.6 0M 6E �y2�J,IC BRASB PIN \ ED1296219.92 EL. =20922 8 I.f 11J7rJ HSE # 516 EL.= 211.9. WI BASEMENT 1IT FLOG EL. 212.2 I SSMH HSE # 522 EL =21999 , I z "SE # 514 RIM 196.29 179.49' 1ST FLOOR I sp SEM � � NO BASEMEN / IE e "' 10 NO BASEMENT EL.= I HSE # 424 EL. =1929 HSE # 504 EL. =203.6 W B SEMENT OF, IS gpSEMENT GONG. A' FENCE DRIVE GONG' � DRIVE ASPHALT \ -JI GONG w DRIVE I DRFVE V � � � ASPHALT W S76 22 28 E w w zas.00 w w ASPHALT W / CONCRETE L G �''' � G G 2• PE IF) yH C 9H I e'O" µALL J n RECONNECTALL /STING ri 0060 SW LANGSTON PL IVESIDESEWERS 13 I SEE SEWER CONNECTION _- NOTES ON SHEET 10 (TYP.) CONG. ST FL. I 7� 0058 I 71 0056 HSE #Z�5.4 W /BASEMENT I I'S BASE ENt EL.c19g 50 7 I 6T ASOMENT 1989 3 3 RIM 206 61' I I NI . 08 C NW IE 4 CO CON N 204.3 IE "" CON S 202.6 n I N rc y LANDSCAPE µ� s 188.78 RIM CON SE 186.5 - -- LANOSCgpE IF 6 wAU (TYP) cGNC. 6 W I cO2E 0 89 ON W $ DRI \ w. G. / \ CONCRETE OHP \ $5 9 \ � N CURSCUT \o£ p1 w 3 SEE SHEET 4 CLAY w C SS c 2'9wIP 169.51' c \ cal I �. W G 5• FENCE HSE # OOR Ek,,- I ST gpSEMENT I I - REPLACE EX /STING BROKEN SIDE SEWER TEE WITH NEgV PVC TEE I ® I F CB RIM 154 W 182? r IF 12" 00" E 1821 83.0 IF. 6" -0N N 1PL00 N .. I _w 7.29 I -� REINSTATE ALL EXISTING LIVE SIDE SEWERS AND INSTALL R M 185,94 CIPP SEWER MAIN TO LATERAL REHABl�ITAT /ON AT EACH. HSE FLOOR 02. EL. =1798 SEE SEWER CONNECTION 11 NOTES ON SHEET 10 T T BASEMEN //� (TYP.) J Cg 61M 185W2180.3 I yiy L.A�HAi LE N 5 110.I ILLJ . =186 8 L Li T _ / WATER VT05E RIM IE 4' PVC Cg RIM E3'I�60,1 420 173.3 I CON # OE 1"CON SW 159 B I 1ST gpSEMENT W/ P�q 13 HALT OHP� w w - EX. SSMH CONCRETE)' - - - 220 ............... N nas23.aa REPLACE EXISTING BROKEN SVI/ LANGSTOIV PL E 1296450.76 RIM= 196..29 SIDE SEWER TEE WITH NEW PVC EX. ROAD ABOVE SEWER : : : : IE 8" S = 179.49 _ : TEE IE8 "E 179.59 ............. ....... ..... ........... ..................... ........ IE 8" W = 189:89 489.72 WITH WITH ....... z10 INSIDE DROP /E 8" _ 17J.69- 179.54: LOCATE AND REMOVE EMH 178705.25 178697.25� #6 REM (STD. PLAN 402.2) EX. /BURIED C.O. ,z96117-,82 ... . ....4.... OVEEXS "CLAYSE MANHOLE TO BE:MODIFIED 200 RAND PER DETAIL ON SHEET 10 REMOVE EXISTING CO AND ...... ........ fi'EPL gCEW17H REPLACE WITH NEW 54" MH R/M- -22134 220.04 3071 -F HDP EX. ROAD ABOVE SEWER 1E8 "SE= 2f4.92 212.04 E@7.27% 190 ...... ............................... _ ............. ............................... ................... 132 6 ": INSTALL 444LF OF,8" CIPP EX. 8" CLAY SAN. SEWER SW SSMN: _ .............. .. BAGLEY PL S N 178477.47 E 1296413;76 PROPOSED MH #7 DELETED AND NEW C.O. / RIM = 186:76 INSTALLED DUE TO OTHER UTILITY CONFLICTS - - IE 8" SE = 176.2 . IE 8" NW 176.3 : N 178593.71 . ...: ...EX.. ROAD ABOVE SEWER ..... .IE 8" N :176.2.....:....... ....... ............... E 1296580.82 ....:. .....:.. ..� RIM= 184.84 N IE 8" W= MATCH EXISTING E ...... .......... ........:.. . /A P�D CIPP /NSTA R S=361 5 19 l$ ALL MATCH EX. AL BOF INSTALL 151:LFOF8 "CIPP 180 170 .60 _ 1659. ± 4 NE. "MH : 160 185.10: ..................... W = MATCH EXl NG APR 2012 EARLINGTON SEWER REPLACEMENT P.A Phase II °�s 9 9 OF 10 5 -36151 AS- BUILT DECEMBER 12, 2012 W AS -BUILT INFORMATION PROVIDED BY RAM SURVEYING &MAPPING, LLC 9UNYEYE9 PACE =zo` �'�` NA. ' °°° ql =oX w 191 /. " CITY 0 F SIDE SEWER CONNECTIONS ARE P JDH .0 R E N TO N SHOWN IN THEIR AS -BUILT LOCATIONS )AA.: JDH q1E IXCN BASED ON POST - INSTALLATION VIDEO INSPECTION. `NECKED C A�� Plan ning/Building/Pu bl ic works Dept. IF NOT ONE NOM NO. REVISION BY DATE APPR A°PX- 9GIF ALCONMN6 LH 180 170 .60 _ 1659. ± 4 NE. "MH : 160 185.10: ..................... W = MATCH EXl NG APR 2012 EARLINGTON SEWER REPLACEMENT P.A Phase II °�s 9 9 OF 10 5 -36151 N, C7 I n N D_ w z � as w as 7 i 0 D_ a C N E 0) U cz.. Q 0) 0) 41 c 0 rn c c0 W I PAY LIMIT TRENCH BACKFILL 6' ° ° a SEE DETAIL FOR STREET RESTORATION REQUIREMENTS BACKFILL MATERIAL SHALL BE 100% SELECT IMPORTED BACKFILL PER SECTION 9 -03.19 (SELECT BACKFILL) OF THE SPECIAL PROVISIONS n - a a e a 12"& 8"SDIT35-fVC SEWER PIPES TYPICAL TRENCH BEDDING AND BACKFILL PIPE ZONE MATERIAL PER SECTION 9- 03:12(4) GRAVEL BACKFILL FOR DRAINS OR PEA GRAVEL. 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 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. SAWCUT FINAL JOINT TYP. EACH SIDE 12" TYP TRENCH FPAYTIMIT EE DETAILS) ) OF TRENCH AS- BUILT NOTE: ALL REPLACEMENT SEWER MAINS WERE INSTALLED USING HDPE PIPE WITH THE PIPE- BURSTING METHOD.. PAYMENT LIMIT OF PATCH ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL CONSTRUCTION NOTES 1. HORIZONTAL DATUM IS BASED ON MONUMENTATION 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. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS OF MANHOLE AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 5. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLICT. OCCURS. 6. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT; INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE SEPARATION. 7. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION. MANHOLE FRAME AND COVER PER DRAWING 401. TO MA SECTI( ALIGN REUSE EXISTING FRAME & COVER EXISTING PORTION OF MANHOLE SECTIONS TO BE REMOVED REMAINED OF i�FR�OF LOWER STING MANHOLE. =R RUNGS WITH I SECTI AS -BUILT NOTE UNABLE TO ADD NEW SECTIONS TO MANHOLE DUE TO EXISTING WATER MAIN CONFLICT. REMOVE UPPER PORTION OF EXISTING OUTSIDE DROP AND INSTALL NEW INSIDE DROP PER STD PLAN 402.2 ABANDON EXISTING OUTSIDE DROP BY FILLING WITH CDF OR PEA GRAVEL RINGS S E "CRETEX PR " PROVED E L. (SEE E NOT 6' 4" MIN. TO AS -BUILT NOTE: 12" MAX. "CRETEX PRO -RING" ADJUSTMENT 24" PLUG LOWER PORTION O RING REQUIREMENT WAS DELETED EXISTING OUTSIDE DROP FROM THE CONTRACT. CONCRETE- 12„ WITH CONCRETE ADJUSTMENT RINGS WERE INSTALLED. EXIST. ASPH. CONC. PAVEMENT. TYP. 6" OF CLASS B ASPHALT CONCRETE PATCH PAVING SHALL BE DONE IN 2 - 3" LIFTS 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 INCIDENTAL 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. U 4" 54" 1% ° ° v oa °. v 16" ° v ° mm. 54" SANITARY MANHOLE 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL MANHOLES SHALL HAVE FLAT TOPS (NO CONES). 6. ISTMENT GFTI IE GMT-IN G TO GRADE n, I n rGeMPI ,PI IEBI UTILIZING "GRETEX PRe RING" MAINII Iel E B a S:F r \IT RINGS e_n PPRevrn EQ Ie1 uSTn1 I 1`19NI 61 I PER M FAIS RERS Ilrl.OIl MEINIB T191416 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 7:5't EX. 36" y IE = 189.72 (AS- BUILT) - EX. 60" OR 54" DIA. CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION IE = 179.54 (AS- BUILT) MANHOLE MODIFICATION INTERSECTION OF BAGLEY PL SW AND LANGSTON PL SW AS -BUILT SANITARY SEWER CONNETION NOTES 1. WITHIN THE REPLACEMENT PORTION OF THE PROJECT, SIDE SEWER RECONNECTIONS WERE ACCOMPLISHED USING WELDED "TEES" TO THE NEW HDPE SEWER MAINS. 2. THE "CIPP FOR SEWER MAIN TO LATERAL REHABILITATION" PORTION OF THE PROJECT WAS DELETED FROM THE CONTRACT. 3. CONNECTIONS OF NEW SANITARY SEWERS TO EXISTING MANHOLES WERE ACCOMPLISHED USING SAND - COLLARS AND NON SHRINK EPDXY GROUT OR APPROVED EQUAL. 5- 361520 PACE N/A wercu: N.w IN. NCR6gR.V. NPU 1961II991 C ., ,� CITY O RENTON Planning /Building /Public Works Dept. EARLINGTON SEWER REPLACEMENT Phase II APR 2012 JDH JDH o "I EixCx� m N0. o EDDMC OTO IF xoI Dxe ucx r P ONDI NGr NO. REVISION BY DATE APPR -,I LH F. 10 10 5- 36152C