Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
zS-3150Set
t • qpm N a SUNSET SEWER INTERCEPTOR PHASE II SUNSET BLVD. NE. N 4TH ST TO HARRINGTON AVE NE wn II II ii II II II II II II VICINITY MAP RFCONNIlEI"D FDT APIMIVi1L. lw WAS �ru Rim DA Ir ww •> •� C E: I r- F C C LEGEND_ m WATER VALVE -- HYDRANT FIRF DEPT. CONNECTION ® WATER METER MANHOLES (SS/SD) O CB -a- POWER /UTILITY POLE �- GUY ANCHOR PEDESTRIAN PUSH BUTTON Q -:-::� TRAFFIC SIGNAL ARM of JUNCTION BOX Q POWER TRANSFORMER 0 ELECTRIC CABINET F-7 POWER /TELEPHONE VAULT Cl TELEPHONE_ /TV RISER GAS VALVE LUMINAIRF I UMINAIRF W /CONIC. FOOTING ¢-- STREET LIGHT x SPOT ELEVATION .a SIGN C3 MAILBOX CDC)C)C ROCKERY CONIFER TREE 0 DECID. TREE BORE HOLE FOUND CASED MONUMENT CI N It R LINI. S PROPLRTY LINES RIGHT -OF -WAY LINES DITCH LINES/ FLOW w WA IER LINE SS SANITARY SEINER LINE SD STORM DRAIN LINE G — GAS IINE FO FIBER OPTIC LINE --- UGP- -- UNDERGROUND POWER LINES - ---- UGT - -- UNDERGROUND TELEPHONE LINES - UGP /UGT /G- UNDERGROUND POWER /TELEPHONE /GAS LINES -- OHP /OHT— OVERHEAD PO%*R /TELEPHONE LINES OHP OVERHEAD POWER LINES O CHAIN LINK FENCE x MARE FENCE - -- o — - wow FENCE _ - - GUARDRAIL PACCAR TRUCK PLANT C DRAWING INDEX � AS SHOW s'i6*6 CITY OF SUNSET SEWER INTER CEPTOR _,,,, � RENTON PHASE II �.� DATUM � �ww wK $ -1 n arz � w �� �116N�IMA101M�16101N1E1[ � is w__ Co; S— 1 cl FFt 1,, rI LIU "J)PAIN" HIM bA 41 [()Gf (M WUUL" , .� .......t�- u.i.�.r r \ 1(W 1tl "1'11'l (l w) `i9 H `` (,,?,US UP To 18 "QIA.) % IE 1 ?`CONC(N) =63. ?5 - - -- .GONG R T� - -= _,.,` N _ � _ c UaP UIV Q AISWA _ usp FEN up' - -- - )Q /CABLE � - W PLUG z X. M E 41N 'm5&42' \ cog 18 �g R'"' "PcE�=Sz.o8 IE a CM CiN�s52- 1E i2 "C° Pts�-S''I tF vZ .e7 j3 _ Via._ U) rn m V� rn 1JT L ^amvw.. =A- mm" M: vv Z&YVIZ r AWN & FILL A PLUG EX MAIN A FILL & PLUG EX. AMIN 15+00 16 16+00 17+00 18+00 19+00 20+00 (sm % (sere s/�e�et 16) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . EX SS_MH AfH#1 STA 18 +26.99. 21.8`• RT t.........:.........:.........'.........-.........-.........'......... �.... .......................�..... .. '. ; RIM 65.37 . 70 • 4 9& .. .. .........................0 .E.12.". NE. = .57•.52.: 0........:.........:.........:. ................... .........: .........:.........:.........:. IE 12" SW = 57.52 ; •••�'�•'•� NEW 60' SWME UN . . . . IE8 "E• =58.17 RIM= 55.4f - IE 18'w NE 12'` STORM . .. .E.1Bw= �3.�2 ............. . . ... ...... . .......... ............. . ...... . .............. .. . ..... STA 15 +55.46; 19.8' RT 5 R1 = 56.31 It. 8" NE = 40.81 �4e LF o� - • EX SSMH IC 8" SW = 49.21 60. IE .12' . N .:. 47.96 .......:....... BEY! ... .STA •15•+ -05.05 0:5 RT••- 0 �R ............... ......... ............................... ......... .. ... ... ... .. RIM = 55.42 IC 12" S = 47•.96 F,X. G ; _ - - STA i9'#79.. ; TLT .. ... ;......... ;......... ;. le PW IE 12" NIE 44.92 WATER MAIN LF )VEWOVAON IE 18" W = 44.92 . . _ Rw— 71.7# . . . . . . . . . . . . . . . . . . . - - __ . _ _- _--- ---- -- - /E 18' IVE_ X01 : - �MH, 3 .....:.................. ........................0...... ... ............................... . .. ..... ............... ............................ .......... ............................... ........ .............. ... .................. o.: �- - pVC•a "5- ; Z 18'SW= 81.81 • 12 STORM - �.F 4 STA 18+fiZ 74, 1.5 L T GAS o . ;142 . . . . . . . . . . . . . . . . . . . FIBER- ' 50 . .....:....OPTICS :.. ...... ..:........ ' ....:.........:...S -•T�A - 17+016.17; 5.0 LT - ....:.........:...... ...:.........:.........:....... ...:....... - ... ... - . ...:.. ........... - .. ... . �.3� I� 18"''-11 �E s �7:3T • - ; .. ..... .. ... ; . ...... ; ... ... . r NEW WV" MH uc 0� � . ; ; IE 18' SW = 57.Z7 . . . . . . . . . RIW 62. . 70 .1 50 - IE 18" 111E = 52.30 . ... . ....... ........... .......... ........... ........... ........... . .......... ........... ........... .. . . .... ........... .......... ... ......... ........... ........ . . . . . . . . . . . . . ... . . . . .. . . . . . ... .. . . . . . . . . . . . . . . . . . •LE �18" SW =•52:0- .... .. . . . . :. . . . .. . . . . . • . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40. - ......... ......... o ... ......... ... :... .... '........ :.........:.........:.............................:...................:.........:...... .......................:....... .:........................... .... ....•............ 40 . . . . .................. ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LREI FOR APPIP�YAL mR umurr � VA W eopw"o So W No. SCALE 1 " =20' HORIZ. 1 " =5' VERT. JV» rf I "m I N" rm�tm 10=2W QATUM FZC). 1 F 111.;,t t 7 iRCITY OF RENTON Norlr Oft. SUNSET SEWER INTERCErT OR PHASE 11 w�raieNaxstmwwu�aw�w[ S,m2 �+CAIrNEO APR Is.,0A Ca . c3'- �/ 1 •aarl S1-1311 • y w • N O. 1 i 1, H W W W W .. .... ...«...._._..... 14 ..,.r,As -.. .. (we - snow 70) - A-•_ - -- sommomm S/QE SEWER TO I1EWStYVER AINN A�FALL. & PLIAG IX A44NN (see de�f+- BNset 16) 947M f�1 2 fn f*1 V. 21+00 22+00 23+00 24+00 25+00 26+00 :REWVE EX. MH ; RIM = 91.21 : : IE 12" NE = 82.91 ................................................................................................................... ............................... :EX SSMH - : . ..... ; ......... ; ..........:Sri4 2'4' +59:0 $: . At ..... JE .1a". sw. -. 82 "91 ................. ; ..... • ... ........ .. .... ... :. . ' . .. .... . . . . . ........ .. . IES "SE =83.81 . -RIM = 90.61: If 18" NE 81.61 EX SSMH ;IE 18" SW =. 81.61 ; : : STA :22 +51.16, 22.4' RT .......... . ......... ; ... REWVEEX.- MH...................:..... . ....... ; ; ..... 90 . ......... ......RIM= $1:88...:.... .. ......... ... ............ . ......... .; ....... . ......... :....... - - ... .. 90 • IE 18" NE = 73.43 -EX ,--SSMH' • - IE 12" SW = 73.43 STA 22 +81.99, 6.5' R• T N• ENE ; ; ; 1jr 0.vc RIM = 8116 O gUR�Y LF au' E : IE 18" NE - 74.66 X GR - .:......... :......... :......... :.........:.........:......... :......... :......... :......... .1E.18'5W.- .74.66. ..... :...... - . . ............ REAi1wlip MH'S ; ......... ;....... .. .. ....... ......... .................. ........:.... EX SSMH = = = = = = AND CONNECT NEW 180 PVC - • STA •21 +11.32. 21•.8' RT - - - - 170 EX 180 PVC - RIM - 76.49 80 .IE. 12" NE. = ..6.7.7.9 ........:...... ...... .......:... ..:......... ......... ...................... ..............:................ . ' ..... MHO% � .. ......:.........:.........:.... ..:. .. ............: ....... .. . IE 12 SW = 67.79 " 0 WATER _ - :,�8" .91A 2�• 7f. % 11. � ff� : 80 . . . . . . . . . . . . . . . : NEW W Mt. : : : : : • . • —�: ; - 4.34 9fi ; RIM= 105.0* • ; UG' lE Ir N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • .......... .........• .........- ; : : ; ;.... ......... ... ...... ......... ......... pool 100 . . . . .rE. Sw.101 . pw 1E8 'p SE =83.06 OF • x .. ..... g4tull? 70 . ; ........ . .. ........................... ............................... .. .................................................................................................. ..............`. ........:.... ; 11 . . STA 22 2.5.44, 0.8 LT . . . . . . . • : : - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AIEww. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MHOS .....:.........:.... ..... ;.........:.........:..... . . . . . . . . . . . . . . . TA 21+02.31, 1.S t T RAW Wat : . AE1rAt =71.11. NEW 60'' AI�H 1d"S = )1.81 . RAW 78 t : = . . . . . . . . . . . . . . 60 . ;.........:. ........................................................................................................................................................................................•.........................:....................... ............................... 60 . . . . . . . . . . AE 18"SW: X8.14 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RECOAMIrEHVIED FOR APPROVAL (L4 onoommom� I * 7 wj&C .s um union► DA W r1rw�► •top •AAA SCALE 1 " =20' HORIZ. 1 " =5' VERT. No. IoM w CAN N" � Ft )�r i L F11 pATUM 4r, ww wPu CITY OF RENTON nw+ywrrynM.... o.n. SUNSET SEWER INTERCEPTOR 00 w" PHASE II s -3 9Mu11mN4M IO IOMM[IE �c o AN S i 495 CD; J- AWW2 S1-1311 0 • w ;��i r M 'r N i %f.. wi !r Vi.v 1r ammr%. N 'sop, SIDESEMR TO NEWSEWER MAIN ? 8 FILL 8 PLUG EX. MAIN 40"t 16) 0 oe _1016, / L 11-110, AW RECONNECT EX 8'AS AS/DE SEWER TO THE NEW SEWER MA/N 10000, & FILL d PLUG EX. MNN (see deftft sNeet 16) 27 +00 120 fJ F�"asL RECONNECT EX MH TO NEW MH WITH 20 LF OF 8" PVC 9D 5.25 % (sw aegis sit 16) 30 +00 • EX SSMH- - STA 27 +84.5. 23.1' RT 110 .................:.........: .........:.........:.........:. RIM.=. td6. 46... ...:.........:................. :�.�R Y.0 N ............. :......... :.........:.... IE 12" NE = 95.96 £X• GRpUND • IE 12" SW = 95.96 IE 8" SE • = 96.76 IJGP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......:................ ............................... - ................. ............................... .............. :............................. :...� SEE SHEET 5 CT FAG ER TO AfA/N i A�11A1/ 32 +00 ............................................................................. ............................... REMOVE'AAH _EX• SSMH _ - - EX SSMH - ' STA 29 +94.43.• 22.2' RT - STA 31 +48.20, 19.9' RT . pum. . 114,75. R14 = .118.36- ................ :.........:.........:... IE :12" NE = 103.60 IE 12" N 109.56 IE :12" SW = 103.60 : : IE 12" S = 109.56 IE-8 "E= 104.40 ; ; ; IE8 0 E= 110.46 /E:8" W = 104.30 RECAMNEL- JW.....: ...........:......... :......... :......... :.. ...:.. ....:... .....:... 6" WATER 0 . 12" STOR1�� ................................ ............................... ..... .............. Pill . ..... Oil .................. MffB'11 .....:.........:... • 111111 %ry 7 . - . . . . . . . . . . . . . . .. . . . . . . . _ • • • . - . Moog . Mh1 #10 . . . . . . . 4.0 RM& 117.4t 100 ...............:......... :.........:.........:.........: .....:.. .......:.........:.........:... _ ..: -_ .......... .18 1! p.Vc. 42 .......:....... STA 20+90a po 2.3 LT ........... :......... :......... :......... :......... :...... /E- Ir N w 1 #? ......:.. . . NEW 60"Af /E f$'S =137 • R/A& 113.0.t: : 1E ONE = 107 -, S �� p�/C:(� MH #9 . OAF /E :18* N =102.42 g7 TA -28 .2 ., :1.9 L • 1E =18' SW x 1W.- 82 . . . . . . . . . . . . . . . ...... .. .......................... ............................... .. . ............................... . ......................................................... ............................... MH NEW 60" A8� . . . IE 8'E ar iw 28' . . . . . . . R/A& 109.8t . . . . . . . . . . . . . . ST,A 27+W. 40, 8.11 T . ASEW 8D" AAH lE 18" NE _ MOM �► : /�t�l �At lE 1 r SW = 9&42 90 .......:..... .. .. .. :... ...:.... .....:.........:.........:..... .. ......:.........:.........:...... ...:.........:.........:....... .: ..... .. .•......... .. .. .. .. .. .. .. . . . .... ........................ ..... . . .. . . .... .. . . . . . .. ......... .... .. ... . . IIE18'NEa0.41 . . . . . . . . . . . . . . . . . . . . . . . . . /E 18"SW = 05.41 . . . . . . . . . . . . . . . . . . . . . . . BE mr 0624 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . R£CAI "MOIEO F OR APPROVAL WASI*Mr unury A4 W o-" � Age* i No. Ft L-0 L, 1 SCALE 1 "= 20' HORIZ. 1 "= 5' VERT. LAN 4o 4 ..� 1 ws2W DATUM imCITY OF RENTON I V . ft M fly OAf. / 120 110 100 SUNSET SEWER INTERCEPTOR =" P 0 HASE II s -4 S — 131 C, i d...w/ .....mid �iu.N•.M•. 1 �.�._ 5151.. -_ �. +5151.. �..�.�.. �+....- ........►. -- -- r•.-.. _ __ - - -- -- w t .5'eRSS a �u,..u, . + ••- - ,.. 000. 410P c ' swap 5 -� 1 WWI 4 4000 .22 t �°' P N RECONNECT EX MH ' `• --_� ''" Pcc „ +a�•! 3a�sz.z� 0. TO NEW MH WITH [221 LF OF On PVC: a 16.4 X 5151:. ''' mss.TowER Ls,�► �' w ° '� .rte �� DISK oe2 .0j0..- a" N Inadooml Aft- 140 r • - -� mb 40 so IN - �J -=--= �_ r =5151.. 5151 ----- "_��i mod- - 1 _ r}�'' .�`1'�� �_.. -� � �•, �_ � � ^� � � ��w .��ri��� \ 1 'mow �• ��� � � �` __ ' AA 1 r + - 1---- ~J.ir =�=-� '-' _ . � �� I�r�! .a. ,� � � � ���'� � �I � � � � \, , r �` �� � ��; , � _`' 51`51 �i�` � �►` � _ • � 32+00 33 +00 34+00 '�'D? I1rEW R MAIN 3 AND �E NECT s�o� ,�0 _ _ _._L 5151 1 72313400 S/ R TO r- _ -~� , FILL & PLUG EX A�/ N i FILL &PLUG EX. SUNSET MANN NEW SEINER MA /N (am %4~ 70� (sere de iks 16� & FILL 8c PLUG EX A&QN 35+00 sere dais& shy 16 36+00 37+00 EX STA 35+42.68. 21.8' R T - E X SSMH - RIM = 132.29 . . . . . . . . . . . . . . . STA 34 +49.45, 21;0' RT IE 12" N = 125.69 - RAYT KIM = 128.6 7 IE 12" S :- 125.69 : G�► - - • .EX• . ..:.........` .........:................................................. .................... .................................... 12~. N. 3- 1. 22: 37 .............................: .IE'8 "'E = '126:54......... ........... :......... :......... :......... :......... :...... IE 12 "- S - 122.3 _ 5151 , Q 5151 UGP - - -- IF 8 . E = 122.92 . ./ lE 8" W = 22.82 .........:.........: 140 ' STA 34 +00:30. 21.2' RT RECH�4IVNEL MH • . . . . . . . . . . . • RIM = 126.87 4 6 � • 130 ...................................................... .............................j� 11" N-= .118.�y.... .........:.........:..._ ....:........ ......:.........:......... .. ....:.........:.........:...... 51.....51 . .......... � - 5151.:.......... ........ IE12 "S= :118.67 - • : • ; : . : ' • - �� . . IE 12" E _ :120.67 0: . . . . UGP . . . . . . . . . . . . . . . . . . . . . . ..... ............. ......... ............................................... ............................... .•.........• ............................................ ............................... ..................... ...51...........51... - 5151. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • WATER MAIN . . . . . . . . . . . 120 ..:........ ............:.... .- 5151 5151 .. 5151. ....... ' ........... ......:.........:.......................................:.........:.........:........ .:.........'.........:......... .........:......... 5151........ 5151.. 5151 5151. 5151... 5151. 5151 5151. . . . . . . . . . . . . . . . . - --"-"� X12 STA 34f48.35, 5.0 L T . . - NEW6D"A�M. ................................ ............................... :5151.... •5151... 5151 ' 5151. . .5151 . . ' 5151.. ' ... ............................... . 5151..... . 5151... ........... ........... ............................... 5151.... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . R1W. 128. & : : : : : : : : : : ; • • . . : • . 4.1'X: lE1B"N =118.54 18' P' - _�.. ----- : LF AE 18" S :118.44 ,� 5151 110 - ..... .: 51 51 - 51 51 .. 51 51 .: ..:.... ....:.........:... ......:.........:.........:.... .1E 8`E•= • 118., 37.........:.......................................:.........:.........:...................:.........:.........:........ .:.........:.........:......... . . . ................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. ................................................................................................................... ............................... .................................................................. ............................... 5151 . 5151..... 5151. . . 5151. . . . . . . . . . . . . . . . . . . - RfG'OMMEA"D FAR APPROVAL - INa1E ?Eir 11mury Q4 7i -011111 - w1w WWO OAP 10 sm" FJ If NO. sc6u 10=20" HORIZ• 1 "= 5' VERT, 4 10=20o FR amwiruwm DATUM CITY OF RENTON 1Nwlw Oft. SUNSET SEWER INTERCEPTOR sC1MINEO A1R =_� 130 120 110 Ft"E II S -5 SIM�f R 1e N 41H A W NAM /�r1'ON ANE IE _ _ co; X . P/.ro o s S1-1311 • , w Vm c N O. i Til W W W W U) /IEiANDON EX INfI -J & FILL & PLUiG EX MA/N (see deta�s sheet 16) CL CHM 38+00 39+00 40+00 . . . . . . . . . . . . ..................................................................................... ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .........:.........:.........:......... . . ....................... 160 I Ri �. . IE IL . . . . . . . . . . . . . . . . . . . . . . . . .. . . ................................................................................ ............................. . . . . . . . . . . . . f • EX SSMH 1 JO • ..........:..... STA _38 +52.58, 20: ?•. RT ..:.........:......... :......... :......... :......... .... ............: . . ' RIM' -' 145.89 IE 1 N = 138.44 O • IE 12" S = 138.44 UGP• . 12" STORM IE 8" E = 139.29 : 0 . . 12" STORM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . M pvc140 .... ............................... .. .......... .. �,�..................6 100 LF OF N oma kss vo ammom qmm� 1, Y, t� rn rn 04 v i 31199W21108 ssi µ -� ,� RECONNECT EX. 11'x" "5�.��►. SIDE SEWER TO 0823059208i01 NEW SEWER MAIN A FILL A PLUG EX. W (sw 111;mos 16, FILL A PLUGIC. SUNSET AMIN (sere det afi a shoot 16) „Qw*mow 41+00 42+00 43+00 . . . . . . . . . . . . . . . . . . .............. .................................... ;.........;.......... EX' SSIiAH............:.........:.........;.........;.........;.... ..... ;......... ;............... STA 41+61,:18.8' RT RIM = 157.70 IE 122' - - - . . . . . . . . . . . . . . . . • IE 12" S - 151.15 - - .......................... ............................... 1E.g.E.= .52.04 ..... ... .. ................................ ..... .......... .......... .......... ... 60 40 +04.43, 2U.5 •R1• 152.04 2" N = 144.44 2" S = 144.44 I" F - 144.84 �( CEN�OuNE e-•W =-144.74 ........... dgould) R . ............................... ................ ; ............... .... ....... .. .... ; ................... CHMNEL MK EX- 1 � - - STA "426 #67.7 7` 4 LT - ' Z3 LF 0F - 1 . AIEW 6 it AAN ....:.............. .... ..................._�..... . ........ .;...................... ..... ......... ......... ;..... ..........................150 1626* MN X 15 IE 18 -N =154.4 . pVC�4. . :" � ... ... .... ..... '� � .. NEW 60" MH . . . . . . . . . . . . . . . . . 1E18"Nm149.68 X14 : lE 18" S =149..'6 . • • . .4. 400+0.. AZ 7.2 LT ....... :.........:.........:.........:.........:......... :.........:......... :......... :.........:......... :......... :....................................... W W ASH IE 18" N = 142.82: ' STA 38 +91.74 32 L T _ � . movo 1E. l8" 6' -:142 .......... .................. ......................1VIIEW80" Ail............ ............................... .................................................................................................................................... ........ ......... ......... ;.. IE 8" E = 143.75: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IE 18" N =1.76 . . . . . . . . . . . . . . . • IE 18" S =136. : 130 ..................... ....... ............ ......................................... .......... .......... ............................................................................................................................................:.........:.........:. ..................:............ . . . . . . . . . . . . . . . . . . . . 130 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RECONWA"D FOR APPWVAL WAsrWr unurr Nrw/s, •ss • Afft L A4 %E SCALE 1 " =20' HORIZ. 1 "= 5' VER T. �•�•,•�� !�� DATUM FtC), L L 1 8 FR 11 5' CITY OF RENTON w p-mb I We" Oft. SCANNED APR 8200, t SUNSET SEWER INTERCEPTOR PHASE II �AMW IL 1E N Ow sr 10 m m • 00 21" S -6 c.� it c 51 40000, vm oole C? 00000 r%ft oole c 0010 REMOVE EX CUP AND CLAY STORM PIPE AND REPLACE KlTH 30 L. F. OF 120 CFEP 42 10 S 000 0000 000 7-1 6-01 W W W W cn 000*1 000 0040 00001, 4000, -ddP (see dstaff -a- -0 -9 ho 16) -0 — ilu Rim - I /b. /0 It 8-CMP(M)=w1 /3-00 If 12-CMP(N)= 112 80 ur I qorup(k�.) - I I? in AA Ad_%VwA J A A A A AFF 0%0-w I I I .. __ SM frupwv (s+e�e d � ��t didAMS — ABANDON EaL ASH FILL & PLUG EX U4NV (ses demos 16) 31,99ma5W 44+00 45+00 46+00 47+00 48+00 49+00 190 ......... ......... .... ......... ......... o ... o ....... ......... ......... .................................................... o .......................... ......... ......... ......... ......... ......... ......... ......... o ........ ......... ......... ......... o. 190 SSMH • STA 47+95.59,o 15.4' RT EX SSMH' RIM = 181.44 * ' * ' _ ' "' ' __ ' * * ' ' * . . * ' ' * ' * ' * * o o IE: 8: N -1-76: * o - o ... ............... STA 47+04.33. 16.2' RT EX SSMH RIM = 17-7.87 IE:8" S = 176:*19 IE 12" E 171.67 CB 41 STA 46+80:90, 16.3' Rl. IE 8" N 171.67 STA 43+92 : RIM = 176.97 10 L T : IE 12" N IE 12" S 171.67 170.22 NEW.TYP.E--rl.C8 ....... ......... • ......... ......... ......... ......... ........ ........................ ............. . ....... ......... ........ ...... ......... 180 ...: ....... ...... IE *12" s A'10. 2 2 180 RIM= 166.0t STA 45+96.69. 19.0' RT IE 12" E :170.22 ............. ....... IE 12'E = 161.92 RIM = 173.07- !ATER IE 12" N = 166.37 0 gimE IE 14r W AM TCH EX r APFROK t DEEP) It 12- S = 166.37 sujtvf�_y CE%Itl 0 FIBER: g Xi ........ ......... J� .1-2-7. NE i66.62 .......... ................... oeTocs ..... ........ ......... A :t)e SSMH ......... 0 GAS ovc •STA 44+79.159, 20.1' RT LF bF *RIM = 168.33 .." . . . . . . . ................ 0000 ;IE 120 N = 162.76 0000 - IE 12" S = 162.76 o�jjllll 18" STORM ............... ..... ........ .... ......... ......... 170 ......... ..... ... ................... !E-1-2"-E-=- 163.91 ......... ......... ....... ...... .......... oloo� ......... ......... ......... ......... :......•.. ;.........:.........: 170 1111111100 illillilillillillllll1111111111111111111000loom00000 ........ .............. ... :,,V ............. ... ''i'''T': ...................... ................... .... ............. ........ ......... ......... ......... ......... ......... ......... ......... 12-: STORM MH #149 • Now . . . . .. . . OF 18' PVC 1.5 % Lt NEW6ir w 160 .......... ......... ......... ...................................................................... ... ......... ......... ......... ......... ......... ......... ......... ......... ......... 160 :.9TA 4"+?V24,j Zd Li' 3.6%: - 33 :AfEWOV IE Ar S =:164.23 AM& 1 &:O E 18"E 169-94 WTH •Z W. N ji 161-wN ......... .. ......... ......... ............................. ......... ......... DROP IE lry 160.3S ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... IE lr 8 w 101M ......................................... ............................. ......................................................................................... ......... .............................................................................................................. 150 ........ . 50 r; 0: -to MR unvrr 1.0'r ad►re Is 9 -.T A o 4 NO. ROLL 1 � 8 SCALE 1 "= 20' HORIZ. I "= 5" VERT. W I DAN I N" it m2W A" A" is ML F Ft i CITY OF RENTON won 4 No 1, wwwwww adn a V_ I -Waft o"It SUNSET SEWER INTERCEPTOR PHASE 11 5s 7 U I FIT LONON9 70 AMEN � sc� Am 82 CP. vp a. */JV 107 40 S1-1311 • 0 i 1 I J C� floft N LL `1 W W Y) W W r ry am X207.97 E 1!"'+OOwerrti� m rn -4 40 N&W s&w&z A4WN \_lE SD � =2o7.40 cv 311990017502 ' 12MCONC(N) =204.20 ABLL A PLW E . = 1 12 CQWE) =202.1 - whew 16) $ FILL A PLUG EX l 441N 50+00 51+00 52 +00 53 +00 54 +00 16� 55 +00 . . . . . . . . . . . . . . . . . . . . . . ....:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.................................................:.........:.........:.........:.........:.........:.........:... ......:.........:.........:.... REC i�41W1�L' If hl . . . . . . . . . . . . .. ... . . . STA 54 +47.56. 15:5' LT : RIM =. 207.66 : IE 8" N = 202.56. 210 .... IE 8" = 202.56 :.........:......... ......... ......... ......... ......... ......... :.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........::::::.........:.. .......:.........:.........:... ..... :.... ........:.........:. . ; 210 - : ........................................................................................... ............................... ............................:.........:......... ;... ........................... ...... ........................... . . . ...�� TEI.N'� :GAS 0 WATER Ex. AND 200 .............:.........:.........:.........:......... :.........:.........:.........: —__.__............ ............................... ............... N..... ....................:.........: ... �.........:.. ................. :......... :......... :........ = STA 51+22.06, 14.9' RI : O 12 STORM: ; M�„� 200 . RIM = 194; 43 - - IE 8" N = 189.53 :.STA 54 +4 1.11, 104T IE 8" S = 189.53 J._ _ • J : NEW &rM% : ..... .... .............. ............ ......... ......... RA 0-.-. Al. tT* .... . IE 8" IN 200.18 • : IE 18" S = 200.08 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . __._.. [.F OAF �8 pVj; 190 ...................... ..... ... a, .s. ...... 0.. .............. 418........................:.........:.........:........................................ ............................... .. .. .:...................•.. ...� 0 U(�P 0 6 WATER ; .. ..... 190 WATER • 6" WATER : WATER SERV - -- : • .............. ............................... UH 810 A 1 , 4. . . . . . . . . . . MIW Or'% : 180 . ...:......... ;................. ..... ...................................................................................................:.........:.........:.........:.........:.........:.........:.........:.........:.........:..... ....:.........:.........:...... • • io0:............ ... . 180 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AE Ir Aff 18420 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RECOMMEAVED FOR APPROVAL ap• Awe SCALE 1 "= 20' HORI Z. 1 "= 5' VERT. +•-� i'"i4 CITY OF SUNSET SEWER INTERCEPTOR °"'°°' —,,,, � REN TON PHASE 11 DATUM -&4%rr ftr OWL S-8 ■o. _ xr.Vsan_ n urt awR w � 9/6f11lNANAWMI�MMGION/MEIE ,. aciw�toMNSS� Co. S-.'ireog jSg 1311 FFt 1 w r-� J r N O. 10, 1 i W W 2 W W U) 1 dr FILL &PLUG EX. MAIN (see deimirs suet 16) Q O3Ies01 env FILL & PLUG EX. sunrsEriwvn► (see ateA-w� sleet 16) m 12- CotsXS)"224.45 813729WW r� 1'*1 f*1 +.r O L—RECOMECTEX SIDE SEINER. 7V NEW SEWER AMIN 6 FILL & PEIAG EX MAN ~ 16) 56 +00 57 +00 58 +00 59 +00 60 +00 61+00 ......................................................................................................................... ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EX SSMH ; • ; STA 60 +06.64. 14.8' RT . . . . • ' • • . • : . . . . . . . . . . . . . . . : RIM = 227.96 • - . • : . IE 8" N: : . ..................................................................................................................................... ............................... 222.16 ....................................... ............................... .................... .......... lE 'g"' S: _' 222:16• . ; ......... , ; . IE 8 " E: — 222.16 . . . . . . . . . . . . . . . . /ErW =222.016. : : : : : : ; • • . . RE "II 230 ...............................:.........:.........:.........:.........:.........:.........:.........:.........:.........:...............................................................................:. ........:.........:.........:.. .. - :..... ...:.......... ...... .. . . . . . . . . . . . . . . . . . . . . . . . . . - - • • . . . . . . . . . . . : • - • - . . . . . . . . . . . . ; • . . . . , - ------�-'jjjjjjj 1111111111111 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . • • . • . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - . . . . . . . . . . . . . . ............................ . . ................ . ........ ............ EX SSMH IE Y ENTER • - STA 51 + 21.21, 14.2' R I ND :0 BUR ; ; ; ; • - RIM = ;218.56 EX. (;KOU ; . . . . . . . . . . . . . . . . . • IE 8" N = 212.7 220 �% IE8 "5= 212.10 . ..........:.........:..................;.........;.........;. ........ ;.........:......... ;.. .......... ..... ................................. .... ......................... .... . ;.......... ........ .;.........; ......... ;......... ;........... • NEW Ww-* H . __ _. _ • • • _ . . . . . ••••••••. •••......•.••...•.•.•........•• ••••••••••••••.• .....................•......... ^__.�- _ ••••••••• RW227.�t • • . • • • . . . • . . • • • • • o - --.�-- _---- -- `--`-- ; • • • .......:......... :.........:.........:.........: ........: /� 18' IVY s 22�.1�i ...... .......... ; .......... /Eirsw =rao.of: . WATER MAIN . - PVC 3' = : lE 8"E =;221.02 . L F OF . 210 ; .......w......... ;............ .. .. :........... .......................................................................................................................................:.........:.........:.........: .........:.........:.........:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . • . + . . . . . • • . . . . . • . . • . • • . . . . . • • . . • • . . . . . . . . • • . . . • . . . . . . • . . . . . . • . . . . • • • . . . • • . . . • • . . . . . ' • • • • • - • • • • • 200 . :•.••.•••.••.•...... ••••••••••• .• •• ••••••• •••.....•..........• .....................:............•.•••••...............•..........•..•...••••••••.••••••••••••••••••••.•••••••••••••••••••••••••••••••••••••••••••••••••••••.•... ............................... • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • RECONNIIIEIIiM FOR AIp1 WVAL o: unutr oNIE No►. SCALE 1 " =20' HORIZ. 1 " =5' VERT. 230 220 210 �• -� ��" � CITY OF SUNSET SEWER INTERCEPTOR °"'°°' ,,, RENTON PHASE �� I �� a,�M A..r�wwwn.r ..r o� ' S -9 n uArz ewe w � AN�TRI@NMIAWIIMOii01MElE � 11 FFt 5 A C1. i �J vm N am i L e W W W W (f) ,1 I I v lonmquwqwvw ww w �'mw SIDE SEWER TO NEW SEWER MAIN FILL A PLUG EX. MAIN (see details 16) 1 -.+ten. — . --sm- ... w r!• w� �41 lIJ l U) J J 62 +00 63+00 64+00 65 +00 66 +00 67 +00 ........................................................................................................................................................................................................................................................... ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 260 .:................ ....................:........ :.........:.........:.........:.....................................................................:.........:.........:....... ..:......... ;.........:........ :.........;.........:... ...... ;.........:.........:.... ....:...... .:......... ;. • REMOVE MH - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E k SSMH . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . • STA 63+ 71.87.• 12.6' R T - ..... .:.........; .........:.........:.........:.........:.........:.........:...................;.... .....:......... ;........- : - - -.. RIM. =. 246 :56:.........:.........:...... ..:.. ......•.. .... •. .....•........... •.•.......:.... .....:-- .......:......... ;..... •. IE : 8" N = 240.16 . . . . . . . . .�: . . . . . . . . IE : 8" S = 24Q 76 0 1Ei WATER ._ . IE ; 8" E = 240; 76 EX. GR O � 0 : WATERO GAS 250 ................................................................................................................................. ............................. ......... ...................�........ ..........:.... .....:......................... .... ..........:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6" STORM • . . . . . . . . . . . . . . . . . . . . . . . . - . . . li:►� - . . . . . 0 . . . . . . . . . . . . . . UGT . . . . . . . . - 0 WATER ; llvr,"v Q . . . . . . . . . . . • . . . . . ............................................................................ ............................... ............. .................... .................•............. .. .... .................................................. ............................... . . . . . . . . . . . . . . . . . . . . . _ -- -- MFG= SETA 65+34.88, 9.0 L T: t" 60" Awl 240 .:...... ...:.........:.........:....... .:. •. ..... ; .......;.........;. ........:.........:............ ... ....... :.........:.........:.........:...... ...:......... ;.........:....... . .......:.........:.........:... ...•.-.........:. .. .......... .• .. IE 18' NE _ 245.15 • __ - " . MH X22 It 18"SW m •245.0 f uGP STA 63+66.11, 50 LT .:.........: ....:.........:.........:. Q....... ; ......... • ............. ...:.........:.........:...1VEW 60" i1�AN ...:.........:.........:.........:.........:.........: ......... :......... :......... :.........:......... :......... :......... :......... :.........:.........: . Rlll� 246.4+ lE 18" NE =238.11 lE 18" SW = 23W 01 1 230 ............. .. ........ ................................ ............•................ rr �•` • • • . • • . . • . • • . • • . • • • • • • • . • . . • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • AdAt •.1 MGISZF a1 1E 9 No. 260 250 240 ........... fEe'F =2�10.!? ..........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........: .........:.........:.........:. 230 . . . . . . . . . . . . . . . . ............ ................................................................................................................................:.........: .........:.........:.........:. RU�L 1 �18 SGAL 1" =20' HORIZ. 1 " =5' VERT. a" I a►TF- I 1 """'w 'w-2W tv ML Me CITY OF � RENTON DATUM wwr owe OIL SUNSET SEWER INTERCEPTOR PHASE U s -to �c+-NMI An 2 �s .�JI... ... I ftv ."*,•4� .... MW L 1. N 4M ST W M IWE K S1-1311 Ll 1 v lonmquwqwvw ww w �'mw SIDE SEWER TO NEW SEWER MAIN FILL A PLUG EX. MAIN (see details 16) 1 -.+ten. — . --sm- ... w r!• w� �41 lIJ l U) J J 62 +00 63+00 64+00 65 +00 66 +00 67 +00 ........................................................................................................................................................................................................................................................... ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 260 .:................ ....................:........ :.........:.........:.........:.....................................................................:.........:.........:....... ..:......... ;.........:........ :.........;.........:... ...... ;.........:.........:.... ....:...... .:......... ;. • REMOVE MH - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E k SSMH . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . • STA 63+ 71.87.• 12.6' R T - ..... .:.........; .........:.........:.........:.........:.........:.........:...................;.... .....:......... ;........- : - - -.. RIM. =. 246 :56:.........:.........:...... ..:.. ......•.. .... •. .....•........... •.•.......:.... .....:-- .......:......... ;..... •. IE : 8" N = 240.16 . . . . . . . . .�: . . . . . . . . IE : 8" S = 24Q 76 0 1Ei WATER ._ . IE ; 8" E = 240; 76 EX. GR O � 0 : WATERO GAS 250 ................................................................................................................................. ............................. ......... ...................�........ ..........:.... .....:......................... .... ..........:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6" STORM • . . . . . . . . . . . . . . . . . . . . . . . . - . . . li:►� - . . . . . 0 . . . . . . . . . . . . . . UGT . . . . . . . . - 0 WATER ; llvr,"v Q . . . . . . . . . . . • . . . . . ............................................................................ ............................... ............. .................... .................•............. .. .... .................................................. ............................... . . . . . . . . . . . . . . . . . . . . . _ -- -- MFG= SETA 65+34.88, 9.0 L T: t" 60" Awl 240 .:...... ...:.........:.........:....... .:. •. ..... ; .......;.........;. ........:.........:............ ... ....... :.........:.........:.........:...... ...:......... ;.........:....... . .......:.........:.........:... ...•.-.........:. .. .......... .• .. IE 18' NE _ 245.15 • __ - " . MH X22 It 18"SW m •245.0 f uGP STA 63+66.11, 50 LT .:.........: ....:.........:.........:. Q....... ; ......... • ............. ...:.........:.........:...1VEW 60" i1�AN ...:.........:.........:.........:.........:.........: ......... :......... :......... :.........:......... :......... :......... :......... :.........:.........: . Rlll� 246.4+ lE 18" NE =238.11 lE 18" SW = 23W 01 1 230 ............. .. ........ ................................ ............•................ rr �•` • • • . • • . . • . • • . • • . • • • • • • • . • . . • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • AdAt •.1 MGISZF a1 1E 9 No. 260 250 240 ........... fEe'F =2�10.!? ..........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........: .........:.........:.........:. 230 . . . . . . . . . . . . . . . . ............ ................................................................................................................................:.........: .........:.........:.........:. RU�L 1 �18 SGAL 1" =20' HORIZ. 1 " =5' VERT. a" I a►TF- I 1 """'w 'w-2W tv ML Me CITY OF � RENTON DATUM wwr owe OIL SUNSET SEWER INTERCEPTOR PHASE U s -to �c+-NMI An 2 �s .�JI... ... I ftv ."*,•4� .... MW L 1. N 4M ST W M IWE K S1-1311 Ll Ir , L!. Mr 'r N 0 W W U) W W G) oU3WO104 TE 4' -FILL a PcudEX rsru& �s.. aMALw te) 1 ` 1 C4 — REMOVE EX AN'/ '7< I,,** � N AND TFX / � � C SIDE SEYYER TO NEW SEWER A14AN � � FILL a PLUG EX AM�IV (sss d�is� aNs�f 18) � / / MOW Wow .� I roc jrvc rr .mac rrcr% iwnigv - - - I I r MV low -•� If A FILL A PLUG EX. MAIN A EX SEWER TO N. SEE SHEET 12 67 +00 (sw slmw 16) 68 +00 69 +00 70 +00 71+00 72 +00 . . . . . . . . . . . . . . ........................................•............................................................................................................................................................................................................................. ............................:.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EX SSMH EX SSMh+ ; STA 72 +59.97. 15, RT ; 270 :......... : .........:.........:.........:.........:.........:.........:.............................................................................................................:.........:.........:. ........:.........:.........:.. ......: = ............:. . • •ST,�4 72•+0518. • 14.8= �T IM 266:44 270 . RIM = 2fi5.32 : - IE 8 'w = - 260.86 • - IE 8" NE; - 259.97 IE 8" E _ :260.86 E X SSMH : - S I A 70+ 29.11, 15.4' R T : : : IE 8" S = 259.97 EX SSMH - - HIM =. 262.54 IE 8" SW = 259.97 - :......... • STA• 67-+ 21: 16,• 15. 35: R- T ........:.........:.........:.........:.........:.........:.........:.........:......... :.........:.........:.....IE•.. N•= .......... ...................... ......... RIM = 25).36 IE 8" -NE = 256 GROUND O SURVEY (IIERL�NE' .94 - ...... ........:. . . EX, GROU _ IE 8" -SW = 256.94 • - ' IE8 "N = 252.16 : - - IE8 "SE = 252.36 - - - - - - IE 8" NE = 251.76 • :. IE 8 SW . 251.76 . . . ........... .. ......... ... :.. .....:......... . . . . . . . .. ........... ........... .. .... . . .. ............................... ...... . .. .... ......... 260 260 .... . . . . . . . -. - . . . . � . . . . . . . _._ . . UGP UGP: . GAS � ( jr Jazz ..0..... ... 0 .............................. ............................... ....... .............:...174! -........ :....... ... • 111ErY60"AAN . ; .:...... . ' 5V180 pyC 59:; 4f 168 L.F - . IE 18'E 50 . 250 ........ - -. -. .QF 4�'•F" .0406 ................. ............................................ .................:.........:... ....:.........:.........:.........:.........:.........:... ......:.........:.............. .1.$ ''ICY. =.ow.�..................-. •t3+d LF. :MH X25' - 250 • MH iif21B - : :STA 68.T0, 8.9' LT - ' :NEW OV MH . . . . . :70+29. t :6.5'LT . 0"A�H ' MH X24 NEW 6 - : :......... STiA.6Tf 18.E • 7.Z L-T ....... • . ...:......... .:.........:.........:.........:.... .....:.........:.........:..... R/A Z,Q,t ..:..... ....:.........:.........:...... .. • ......... :......... :.. ... .... - . . . . .. .... .......................... • IE 1i" E a 254.57 RAfx 259.7f : !E 18" SW : 254.47 � • IE 18" NE = 249.75 • 240 :......... IE.18" SICK A 249 ......... ........ .... ......... ......... ......... ......... ......... . ........ ..............................:...................:.........:.........:.........:.........;.........:.........:.........:,.:.........:.....:::::............................................ 240 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RECOANAC UV FOR APPROVAL -v do qfim mv u AV DA YE WWI •ss •�►�► 0 NO. Ft L 1 C�l L �i rt. 8 SCALE 1 "= 20' HORIZ. 1 5' VAR T. or 1 DATE 1 Nt '"° +• -� i"w- � CITY OF SUNSET SEWER IE NTERCEPTOR 1jRENTON Dolic P H AS acm w�taNNmisrrox�oMiweK 5 -11 �Mnttidf ep;.P-iirow4 s- 31 r • 0 w a / \ � C? c �C, N L, EDGE PASPHALT 046 +oo \ c�. Lw576.70 74 loo— W W oor U) W W \ ,s• \A N. TZ, this, '\4b ell 66 011ejrL 0004 Nl"2 l 'l0 jb 114b **41. i 3 SEE SHEET 13 79 +00 80 +00 81+00 82 +00 83 +00 84 +00 ..........................................................................................................................................................._........................................................................................................ ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 290 :.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:................... :.........:.........:.........: 290 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . ...................................................................................................................................................................................................................................... ............................... . ....................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . � OVE 280 ;.........; .........:.........;.............................;.........;.........;.........:........_:.........;.........:.........;...................;.........;......... ............................EX- .......................... .... ............ .......... ............................... 280 0 12 ": STORm - UGP UGT . WATER - . . . . . . . . . . . . . . . . . . . . . / 16 . WATER 0. ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................................................................................... ............................... ..... ................................................ ............................... ...... ....... . ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $.4. . � . . . . . . . . . . . �� . . . . UGPO 12" STORM . . . . . Q 8" SEWER . . . . • ............ 270 270 ; ......... :......... ......... ......... ......... ......... ............ ... ............................... .............. .....;.........:.........:.........: .........:.........'.........:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Stott. - MI's NO : ......................... ............... :......... :..... .... _ - - -- .................... ... :......... :....... STA..7. T,3. ''I•' A �':... .......................... :.... .............. :.. .... .: ................ .. : EX.SSMH .. .. ..... .......... . . . . .... . ... . . .. . .. . . ST;A 75 +14.92,:15.6 RT ; NEw{ RIM = 272.02 RIA& 276. 1-lo. • : : 2S If .8 W 266:52 : : : - lE -18" SE = 287.800 IL .8 L - 166.52 . IE :1.8." W.=. A"I'P...�Q . . . . . . . . 260 ; .........:.........;.........:.............................:...................;.........:.........:.........;...... ...:.........:.........:....... ..............:.........:.........:.........:................................................. ..............................: 260 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RE AM FOT AFfWV& N"��rV dial" DA TE DI Rt�l�.111 ..........1.$� SCALE 1 "= 20' HORIZ. 1" =5' VERT. � �• -� - CITY OF SUNSET SEWER INTERCErTOR RENTON ;� �� DATUM � � � PHASE II BY ; „ —= w�ta�MmiAmwwo�r�a�we�e III ll� F Ft ;5 OCT 2004 �r S-12 y J r � C? No awl I r W W W W 0 ..mom ""OO go-No awwwo s d UWAW o� CONC CURB /GUTTER 0 NE 79 +00 — EXT. CURB MH &9 lk ti b UGP GP C,0 .tiv0 �4v b �r CONC CURB /GUTTER BRASS TACK IN z'NK W/CoNC Cna uw/nGT - - - -- __ - (H kIM- 2!)f .SO 24 "CUNC(NW) 290.70 IF 24 "C(Nv('(;1) 1yl).tiU 22- 0EC 10- IXC 10` uxc i Nt FOR UGP /UC - - — ucP /ucT _-- - U(;I,/u%i -- 0 \ 7227MOGW7 Nb C8 RIM = 299.75 IE 24 "CONC(NW) =294.85 If 24 "CONC(SE)- 294.65 \ IL I b "CONC(SW)= 294.95 \ ASPHALT ",loom qvm� T DRIVE WQ P CONC WALK 6oPAICT UOT UCT URT UCT SUNSET 81-� EX T. CURB 82 +)0 — 80+00 .... - -�- --- -' 31'10'13` W � 463.59' - - - — �- - - -- - EX T. CURB m 79 +77,61 CA -P 00 0 C4NC WALK ucp UGP UGP - UGP -- UGP - -- ucp UGP RETAINING WALL CB RIM= 299.75 C@ RIM- 289.80 12' TO GROUND IE 18-CONC(NE)=296-05 IE 12"CONC(NW)- 284.00 ry ^h s CS MM= 309.50 IE 24 �CONCiw)' 3O4' 4S 1E 24 CONC(E)304.55 .0 !p �00 BL VD �_2 �� ucp CONC WALK uGp - - -- ucp uQp uop► UQP vas uop RE TAINING WALL 17' TO GROUND 79 +00 80 +00 81+00 82 +00 83 +00 84 +00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................................................................................................................................................ ............................... ................................... ............................... ......... . . . . . . . . . . . . . . . . 300 .:......... :......... :......... :......... :......... :......... :......... :......... :......... :................................................... ....:.........:.........:...... ...:.........:.........:....... � ............ -..................... :......... :......... : 300 18" STORM 0* . . . . . . . . . . . . . . . . . ........................................................ ............................... .......................... . ... . ...... ................. .. .. ... .... .. ... . ............ ..................................................................... ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 290 . .......... ......... :........ .......:......... ......... ......... ................... :......... ........ ........:..........................................................................................:.........:..... ............................... 290 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 280 ...... ...... ...:...................................... ................... :... ............... .:.........:......... :.........:.........:.........: 280 MH 'STA 78-W,,w"w,- -11.4r�ff .... o o o ... o o o o ......................... 0 .... I I I I I o o I I I I I I I I I I I I I I I I I I I I I I ... o ..................... o ....................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NEW BO"MW lE 18"SE = 279.39. 31 270 � : � �� �e- new= zn. �,,,,,,,,,;,,,,,,,,,;,,,,,,,,,;,,,,,,,,,;,,,,,,,,,;,,,,,,,,,;,,,,,,,,,;,,,,,,,,,;,,,,,,,,,;,,,,,,,,;,,,,,,,,,;,,,,,,,,,;,,,,,,,,,;,,,,,,,,,;,,,,,,,,,;,,,,,,,,,;,,,,,,,,,;,,,,,,,,,;,,,,,,,,,;,,,,,,,,,;,,,,,;,,,;,,,,,,,, ,;,,,,,,,,,;,,,,,,,,,;,,,,,,,,, ; ,,,,,,,,, 270 I low TAAL SHEET 16) 0 RECOAAMEA D FOR APPROVAL WAS mx uqvrr !me 870 SC6LE 1 "= 20' HORIZ. 1 "= 5' VERT. N0. 1 Rrvro N 1 BY I OAR 1 Mt ROLL 1 �_$s ""I"" +• -� �*! � CITY OF SUNSET SEWER INTERCEPTOR `" RENTON �� �r��M ,r..,�,.w,,,,r,,,....,,� ,,,. PHASE II AMil lIb NAM A W IMMNGIONMtI! ttoros eo; a -w1r000 ISI- 13111! F11 • OCT 2004 S -13 ■ w si N a SEE SHEET 1 S Al ° i w ;/00 Tre '�•� ®.61 11 \ �� 9 RtW►" 3 6. �� 1 '� �e Rwft �sl 66 24 0 •31 co" / . i' Ir GON 24 •ccW ENr) :.31 p �1 2.28 P' ANN �,tN �tNK � W C p �, 4c�c �.. ,� :31 x.01 ce Rau►= 3 w�- 31 •a 3 6• CN -WOW aglow IIAL .9 L4�0\ 104 2,4,0 .000op 40001 +r.. ,p WALK .00, ucl loop LG UG s32 103 Ne- uc _ - — - p _ Rt�l► �Gl'N� f5�I 1g ro N E T _ o r C � / S � 3 R=409.34 •� e 8- cMP ls1 - / t��''tc � # 86+QQ L =591.02 87+00 �E � � � � 1 sl'�� 030 v; Ex Delta =82'43 31 EXT. CURB ,,� ft, 1 CURB � /, Oy � —M�" % 02 tIG ' X31 �h•51 so MH#31 s° "- f8� ro UGP UGP RE t �-.,. cum T'11 c W,1L E oft-aft --- ?. AID SD RIM _ 321.59 INK IE �E B "CONC(E) =317.29 Z w UN BI OTp (D p . 6 t I 1 m� E in 'Z?75 j LOMER 0cm Isew 3 PIPES �1 \ CB RIM= 323.76 17, IE ti" CMP�N) = 321.36 / . _ ......... _ 85+ 00 86+00 87+00 88+00 89+00 .................................................................................................................................. ............................... . . . . ............................ .: .. ..: ........................... .......................................... :............................ ............................. : .' .. • ............................ .............. 330 • ....................:...................................................................................---.............:.........:.........:.........:.........:...... ...:.........:.........:....... = = .. ;......... ... .... ........ :.........:......... ;.........: 330 8 : STORM : : Np: 0 SUR ; . . . 0 . . . ................................................................................................................. .............................EX - - .. • ..... ........... . . . . . • • • • • . . . : 8„ STORM 5% 12 SEWER. : - • 1 QF : . MH M3 • . . 320 ............................................................. ............................... ............ Z4.5':RT 8" STORM - .........:.. .......:.........:.........:STA 1� 320 p 11111111111000011111 NEW SrAW = = 18 . P 0, •R(W 3 Et . - L.F :STA 87+39.43, 27.5' RT 7 - :/E 18"E- .324.!! - .: .........:.........:.........:. .. . ' - - - NEW 60" II�H .... .. ..... ....... ........ .... ........... ... ....:1E.1►8" W 324,01• .:.............. ... . . . . .... . 5.28 . ; MH x#31 1E 18' E = 31970 = - . pF 1 " . STA 86+59. 75, 28.eRT /E 18' W =.319.60 ' • : � 12 STORM NEW 6V MH 310 .......... ............................... ........ ........................... .....................:........: ......:.........: .........:.........:.........•. - • . _ RI11�•322 7f• ........:.........:.........:. .......:.........:.. ......:.... ... .....: 310 ' :1E 18" SE := 316.64: ; ASH 900 1E 18" NW = 316.54 �.► :. ..................... .............. � di*'A�N ..:.........:.........:.......................................................................................... .........:.........:.........:. .. ... : . . . . . . . . . . . ... . . . ... .... ............................... AE leiSE = 3M..3! 300 .:......... :.... ..... .. .. .. '. .......:.............................:.........:.........:.........:..................:... ......:......... .........:.... . .. ............. .......... .................... 300 .. ... ...... ...... ...:... ••: . . SCALE s Otis 1 " =20' HORIZ. ,�•,� �� 1 "= 5' VERT. RECaNINw A"D FOR A"W VAL ms mx u- Aurr VA YE .. . 'v .nbr ..+.1M t-. ° ^K•.M' �M.M Y.R....•k N » +Y►IW •.�IM....w *�.... n. . •...,., Mr.M' ^•.r.y..r.. +.. - No. -,� 1' -2W 'i' CITY OF SUNSET SEWER INTERCEPTOR —a, �� � RENTON p�E II V WINMVWVW IIIIW a.n,M ►wr w" o"A, n arz N" 11ENONAWIMMNQOIAEI! Intl POO mwoo e s OCT X004 S -14 I� r I? CNk CHN� a. s0 Rim-a j34. .CSC N = e c % 327.40 12 UEC' I � IE PIPE(ENC(S)= 3? 7.40 -- �I /; 1 N'e .327-40 c(>►r>v c I' ..... O. IL ss r aw.34 °i° 0 04 . Ca RIM, 4.c (w)s &82 � I f v qua& Vey o � CJ SD RIM-336.42 p ... r IE 12 "CONC(W) =327.02 � IE 12" CONC(N) =327.02 90* 1 IE 18" CONC(E) =331.42 W W U) u o 401M on, K a I I W allpo LAJ U) _ r W I 7IMT RfCA1MIfElMDEO FAR APPROVAL 21 /00'1 -�IM- 7am as umurr im Ir •r how .4r.•• •... NW.. -r. ry r.,. p, r. ... r.e rer. r f''.1Y. IE IE o3 � 1 I r=- _= = Sb .915 550 -s'sh W9 1� S� U9 NM t ►� A tt ri rv0 a" GANG NE Y' S 329 I y 40000 / �I VL 8 Go �� CIW�� 41 1 • 9 �E " coa'� clE�4 32 e..4 1b w, ;Pilo uGp 1 - SL) KIM 7 334.85 'i2 1.05 IF 1 > "(:(N1C(Ni 3? 7 65 cd" a w � '00 ssolo-.0 Ole 00r .61a wq�wa �Q a B Ca. SET —4 3 UN A ` / tv CB RIM = 338• 332.70 IE 24 "CONC( )- _ A,o ' IE 24 "CONC(E)" 332.80 0-0 r T CURB -�_ 11 � 7227 X02504 FILL &PLUG EX. MA/N (see sheet 16) i 0000, i I i I I � I I I 90+00 91+00 ................................................................................................. ............................... . :......... :...... .. :......... :.... ....k.X.` Mlf...... ................. :.........:.........:..... .... :......... :......... :...... CIA (40 +`)`i.45, 0.7 RT . RIM .3.56.52 . II 18" 5; I.92 - : Ir 18" Ni - ;327.92 340 .:........ .:.........:.........:......... IE 78" W = :27.82. .:............................. :......... .........:.........:...... RECHANNEL MH .�Np 0 SU RAY CENR��NE 330 .:.........: .........:..... ............................... ..............................:..... ....:.........:.........:...... . : 18' pvc 1.90 1� . ................................................................................................. ............................... 320 .:.........:.........:........................................................................... ............................... ................................................................................................. ............................... . . . . . . . . . . . . . SCALE 1 "= 20' HORIZ. 1 " =5' VERT. Cl �.�� RE TON �� DATUM � OWL �""6c Immiorwirw We" • �w s ww N0. REVISION 6Y OY17E AMR w RCa►LL 1 Ck 8 F'R • Y t 1101INEp AN i t 26915 s qmTlsoop SUNSET SEWER INTERCEr I u PHASE II StMSET R ft N 4'IM St 10 MAM/Ifi1011 ANE IE Co. ISI-131. 0 .. ..d..I.0r...........h . .. r 0 `d vm C? N an �1 i f 6 IV PAY LIMIT TRENCH BACKFlLL 6' -0" FOR 18" TO 6" SEWER. LINES AND 12" CPEP STORM PIPES SEE DETAIL FOR STREET RESTORATION REQUIREMENTS EXIST. CRACK AND SEATED -•�- CEMENT CONC. PAVEMENT, TYP. SEE CONSTRUCTION NOTE 16. SUBSEQUENT BACKFlLL MATERIAL (NATIVE IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9- 03.12(1)C (SELECT BACKFlLL) OF THE SPECIAL PROVISIONS. PROPOSED 18" -6" SEWER PIPE AND 12" CPEP STORM PIPE FOR SEWER PIPE: PIPE ZONE MATERIAL PER SECTION 9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE. EXCAVATION OF UNSUITABLE SOIL AND BACKFlLL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER. MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST 18" TO 6" SDR 35 PVC SEWER PIPES AND 12" CPEP STORM PIPES TYPICAL TRENCH BEDDING AND BACKFlLL NOTES; 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 907E 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 BACKFlLL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. REMOVE • e+. AND CONE (OR FLAT TOP) AND RESTORE PER ASPHALT '. -•I +� •� CONCRETE •� • 0; VIM _.- .- • -• -.- : •; •; +: +: •. PIPE FILL MATERIAL CmCRETE +i • •� , .. +: PLUG •I +I +I +I •_ 1 •� +I +I +� ;05 n - w - • - • - • • - • • • `- RESTORE PER ASHPHALT CONCRETE PAVEMENT RESTORA710N DETAIL. SELECT BACKFlLL (DEPTH VARIES) CONCRETE PLUG PIPE FILL. MATERIAL ABANDON MANHOLE TYPICAL DETAIL NOT TO SCALE NOTES: 1. DRILL A MINNIMUM Of 6 - r HOLES IN BOTTOM OF MANHOLE. 2. FILL MANHOLE WITH SELECT BACKFlLL PER SECTION 9--03.12(1)Q RESTORE PER ASPPHALT CONCRETE PAVEMENT RETORATM DETAIL 3. FILL ALL AND OUTOOM PIPES 07H AN INERT MATERIAL BY THE 040111101 AND PLC am OF PIPES NTH A Of 12"' W OONW IL •sp•i*" 12" TYP TRENCH (SEE DETAILS) PAY LIMIT OF TRENCH PAYMENT LIMIT OF PATCH ASPHALT CONCRETE PAVEMENT - RESTORATION DETAIL NTS SAWMCUT FINAL JOINT TYP. EACH SIDE N- EXIST. ASPH. CONC. PAVEMENT, TYP. 2" CL 'B' ASPHALT CONCRETE PATCH 6" CL To ASPHALT CONCRETE PATCH 6" CRUSHED SURFACING TOP COURSE BAgCFlLL (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. R/W REMOVE EXISTING SANITARY SEINER I I MAIN AND /OR EXISTING MANHOLE I I EXISTING SEWER STUB AS NECESSARY TO RECONNECT (COVE TO R/`W) SIDE SEINER PROPOSED a" SEWER STUB ExISTMNC SIDE SEINER a~. 4" REDUCER BENDS AND nTl*= (AS NEEDED) \,.%-MAIN RUN SIZE X C TEE I'v- . 0a LL 1 NOTES: 1. THE ENDS Of THE EXISTING SEWER MAIN SMALL BE PLUGGED WITH A MONMUM OF 12" OF CONCRETE AM THE REMAWMG EXISTING SEINER SHALL BE FILLED WITH AN INERT MATERIAL APPROVED BY THE ENGINEER. 18' IE NW • 277.4; -"" CONSTRUCTION NOTES 1. HORIZONTAL DATUM IS NAD '83 '91 BASED ON TERRESTRIAL TIES TO THE CITY OF RENTON CONTROL POINTS &A S 14731 1843. 1121 AND 1878. VERTICAL DATUM IS NAVD 088 BASED ON CITY OF RENTON CONTROL POINTS 1843 AND 508. 2. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. I 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 CONFUCT OCCURS. 9. ALL RESIDENTIAL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 6" THICK. ALL COMMERCIAL DRIVEWAYS SHALL BE 10" THICK. (IN ACCORDANCE WITH STANDARD PLAN #F006. DRAWING #FR01 N). 10. REPLACE ALL DISTURBED CURB & GUTTERS IN ACCORDANCE WITH STANDARD PLAN # FOOS, DRAWING # FRO5 AND STANDARD PLAN # F001 "CEMENT CONCRETE CURB AND GUTTER." 11. REPLACE ALL DISTURBED SIDEWALK IN ACCORDANCE WITH STANDARD PLAN # F007. DRAWING # FR02. 12. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT'. INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE SEPARATION. 13. NEW SIDE SEWERS SHALL HAVE A MINIMUM SLOPE OF 2z FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINE. SIDE SEWERS SHALL BE 6' DEEP AT THE PROPERTY LINE OR AS DIRECTED BY THE ENGINEER/rNSPECTOR. 14. FOLLOWING TRANSFER OF SEWER FLOWS TO THE NEW SEWER MAIN, THE EXISTING SEWER MAIN SHALL BE ABANDONED IN -PLACE BY FILLING WITH AN INERT MATERIAL THAT WILL FILL ALL VOIDS AND PREVENT THE PIPES FROM COLLAPSE. 15. A DETAILED TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION. 16. PRIOR TO THE EXISTING ASPHALT OVERLAY, THE ORIGINAL CEMENT CONCRETE ROADWAY WAS CRACK AND SEATED AS PART OF A PREVIOUS PROJECT. THE CRACK AND SEATED PORTION OF THE ROADWAY EXTENDS FROM STATION 31+00 TO STATION 73 +00. is 1031TOIC? NOTES 1. THE BEAVER SLIDE SHALL NOT EXTEND MORE THAN HALFWAY THROUGH THE MANHOLE. 6-1a" IE SE • 279 -M CHANNEL INVERT i ►ice ►■W ■� ►► 10=2V war� m RENTON SUNSET SEWER INTERCEPTOR = X00'` PHASE II � �� pATUM ;WfpDMATREQMMw :i' �~ � �� R 10 N dill si701YI��11Nt IE S- � 6 c 0; ISI-13111 y SUNSET BLVD NE: N 4TH ST TO HARRINGTON AVE NE VICINITY MAP AS -BUIL T AS CONSTRUCTED INFORMATION PROVIDED JAN. 26, 2006 BY RC! /PARSONS CONSTRUCTION GROUP RECOMMENDED FOR APPROVAL UTI71 T-4 SERVICES DIkEC7Uq DA IF MAINTENANCE SERVICES DIRECTOR DATE Lhz 1 -7 -o.S WAS�EiY-A—TE R UTILITY DATE �Tl ` LC II JC v� OF WAS,, Q r 0,3169 EXPIRES 8 21 OS NO. RM REVISION '4TH ST -� DRAWING INDEX PACE w "°' CITY OF �• "AS SHOWN X0�0N Np18B' "981 &6, �a 1.1►1 T �+ ��A /CM JDH.. rlLl RENTON SIIJI�ISE I JCVv -ern INTERCEPTOR OCT 2004 I DH J P� II : wa DATUM � esrrnxe xu, DH au PHASE II Planning /Building /Public Works Dept. S-1 BY DATE APPR .. SUNSET BL NE: N 4TH ST TO HARRINGTON AVE NE B- 1 -1 R LEEG_END m�{ -& WATER VALVE HYDRANT rf FIRE DEPT. CONNECTION ® SQ @ WATER METER. MANHOLES (SS /SD) ❑ CB -C` POWER /UTILITY POLE E— 61 GUY ANCHOR PEDESTRIAN PUSH BUTTON 0 TRAFFIC SIGNAL .ARM I JUNCTION BOX .POWER TRANSFORMER D ELECTRIC CABINET © ❑ POWER /TELEPHONE VAULT TELEPHONE /TV. RISER Lt GAS VALVE LUMINA BE ..LUMINAIRE W /CONC FOOTING --� x STREET LIGHT.. SPOT ELEVATION SIGN C MAILBOX ROCKERY CONIFER TREE i I 0 DECID. TREE BORE HOLEI .�i ^OUNU CASED MONUMENT ' CENTER LINES -- - - -- -- -- -- - - - - - -- W --- - - - -SS - - SD - - PROPERTY LINES RIGHT -OF -WAY LINES — DITCH LINES/ FLOW WATER LINE — SANITARY SEWER LINE -- STORM DRAIN LINE - G - - - -- GAS LINE FO FIBER OPTIC LINE '.. - -- -- -UGP UNDERGROUND POWER LINES - -. --- UGT. - UNDERGROUND TELEPHONE LINES UGP /UGT /G- UNDERGROUND POWER /TELEPHONE /GAS LINES OHP /OHT— OHP -- -- ., x - -- o OVERHEAD POWER /TELEPHONE LINES OVERHEAD POWER LINES - CHAIN -INN F {NCE WARE FENCE WOOD FENCE GUARDRAIL REVISION '4TH ST -� DRAWING INDEX PACE w "°' CITY OF �• "AS SHOWN X0�0N Np18B' "981 &6, �a 1.1►1 T �+ ��A /CM JDH.. rlLl RENTON SIIJI�ISE I JCVv -ern INTERCEPTOR OCT 2004 I DH J P� II : wa DATUM � esrrnxe xu, DH au PHASE II Planning /Building /Public Works Dept. S-1 BY DATE APPR .. SUNSET BL NE: N 4TH ST TO HARRINGTON AVE NE B- 1 -1 R O r- N Q. r <N -oa a. \ EDGE Ur 63 P TO 18 "DW \ 2 ^+ OTC( ) =3.25 (TREES U - - \� p --_g —� cP N - --- -___ -- CO ASP P7 --AL �_ NC C U82305902908 \ \ \ \ \ -t ce P"v _ ONC(,} 5 / C NC ' 6' 45 =67,35 Cg RI rr JE'1�2,, 074.66 MH #1 - - — — — c_ —\ \` — —�— 18 +Ou � � P - -- =— �— — C 1g+ — k° z - \ \ 17 +00 - 16 +0 �� CONC _ \ \\\ W coN O ALL /c j PLUG EX. MAIN T ----------- r CH PIN LINK NIPPLE REMOVE EX. MH ss ?JM -65.37 %\ ucr " R- 818.51 E a "CONC E IN 2" PIPE AND RECONNECT EX. =338sr �) -5817 _upr �Sp` CL. CNNL 12 "CONC N ! i p ! N 181330.769 2 I (E /SW)_s7.52 ° R:s= '�� E 1303970.268 h SIDE SEWER TO Delta- 23'43'03" \ \mac\ \ \W I. IE 12'Dlr�) 56.38 ELF V SyL z GGNGcs) 5 °s3 NEW SEWER MAIN t 18'Ct7P(N)- ° I 55. eg`Y &FILL &PLUG EX. MAIN c6 Rn sa.to p i �o �E G /+ !� cV A2 r 'P.' RECONNECTS I- IE 8 "CPEP($E) =67.50 `IE672'CONCNB ss RIM -55.92 u i (see details sheet 16) 082305912907 BTM SILTED / _ E 12.. VC(NE -Wi� .SIDE SEWER TO / CONC 93 \ .HNL. t8 "P 5631 1 I ! \ \ SS 1„5), g6 NEW SEWER MAIN �E CONC(NW- 6.,8, \ uGO \\ E 12 "coNC(sw} ss:as\ \ Gd MPt ),49-7 ! RECONNECT EX. (SE) -66,73 9a> \ \\ 1E 5 ^P1PEl�ZCpNCCn & FILL & PLUG EX MAIN E = 5, 5' CE CNNL I 0823os91 sao3 SIDE SEWER TO 6joo�1504 (see details sheet 16) ABANDON EX. MH NEW SEWER MAIN I & FILL & PLUG EX. MAIN 18 +00 & FILL & PLUG EX. MAIN' 19 +00 20 +00 15 +00 (see details sheet 16) 16 +00 17 +00 (see details sheet 16) 70 40 RECOMMENDED FOR APPROVAL LL WASO'WATER UTILITY DATE SEE SHEET 5 C) \ ` / REMOVE CV AAil A A!n \V\ \ ' G7i7V17°IT1VD �" @ c�'� pep � ' ✓yam / X r+�AiA EGT- ry G+cA /cc °Fc� �o� ' < \/ _ �' / j ��7� /P�- •OP �op6 T/'7 A /CIA /AALIA / /TL, j� W / _ Y7evrvr �nanvsT�y� Iasi i • rzt i r N = \ / t8 LF c o,• VG @ 12 oSL \, \ \ � j % % RECO CT EX CL cn \ \ \ DELETE 8" TO EAST pG 5 \ \ %`' — & FILL & PLUG EX. SUNSET MAIN ,,4 �� i E� ti$ SIDE SE ER TO w \ INSTALL 8" STUB AND CAP — �° a- % i aa9 ,,� \a �B �, ' — _ ce R coNC� �� \\ MH ,- ,a NEW SEW MAIN CONNECTED EX /ST /NG MANHOLE — J �% 0 % ILL &PLUG MAIN \ / TO NEW MANHOLE WITH 18 LF GF — �� ,ti p9/\ ee details 's et 18" PVC @ 17.11;% s`A c �t6 cp se \ "• \; q'4, \ \ \ C PCP 770.67 \ \ N RECOII#(ECT EX. CL SIDE SEWER TO 2 � \ ! BL VD MH #10 NEWS' EWER MAIN A /; _ MH #9 & FILL & PLUG EX. MAIN (see details sheet 16) \ `� 29 pp , Xjs2OO / C4 S - -- c--� —c - --- 2 08 »4.15 �S- / 55 Ri N` IZp1 "j t-O 440' / 86 CL 8 \ / — 9,440/C CY - a A!n DcrnerA,cnr cv BANDON EX MH'S E RECO ECT / & FILL & PLUG EX. MAIN SIDE Fr�E TO EWER TO c (see details sheet 76 _ \ „4 Ds NEW SERVE \jam AIN /T/JC A1CIA/ CCIAlCO AAA /A/ �/ ��� /��O SD 2' CMP�NE)_108 45 &FILL &PLUG 6 AIN - -- - 9 C!1 1 9 PLUG 'CV AAA - /AI / .. ...,r cF1 =105 - orr'rLL & EX A A � r�rr+ irr+ ry Asu ( - - (see details sheet 16) see details sheet 16) r A .iu iA ' /!ru 27 +00 28 +00 29 ±00 rte NEW 30 +00 31 +00 32 +00 C) ' - - n 1.5-BRASS D15 , 60585uu4uuw - - - Cr) 1E 8":E 122.92: 11 - N CONC N 1304848.220 ELEV 130 -56 _ _ r PCC = PRC _ 36+8;7.38 IE 8" W'= 122.52 lr-� 4" 62% I RECONNECT EX MH -- - 36 +52,27 RECHANNEL MH d b J ' TO NEW MH WITH a � FOUND PACE LS# 716 1'S BRAS /CONCHS DISK ......... ... npVC@ ... .. 130 OF 18 .;1 pg2305905307 21 LF OF 8" PVC @ 184% 17.43% e r - - Rr easEWER ' 1W I IN - IE 12" S - .118:67 A SS DISK 2701 �INP : .. :' 0: ____ ___ _ / E130821546 ELEV 137 54 04 ; IE 12" E - :120.67 CONC I N A82484.52 7 - - - - -- - _ ................. .... .:... .:.. w 13041895-4 32 - _<- E El. 12i� _ - EDGE of - -__.._ - _ -.._ _. P.SPHALi _ --- - _ - _ - oHa /oHr _oHP/ . . _ WATER MAIN 0 -- - - Nt 120 120 .�_> =_`- -. _ -- _ _= _ -- - _.._ - - - - -- _- .-- - - - ---- I Delta =7803 ' '25 - - MH #12 VD � '35 +00 - NEW6Q" MH ..:.:........ ...... ..:... ............................... I cn _ I m O� F to +00 O r'1 W - -,v._ r'^'SET "-_ 342.97•- 3 w--- -'-�.W oc _ - �*' uca� /- -� -�uca w - _ - S " - ---- -_ w , - -� 7<' S 16 33 48 E _ 12 (W W +OO -. ss�- ss oy -. _�� / HEDGE ,' NC WALK --uca SS j3L = F = 1 T - - 35 +07.30 I �ce R11- 133.00 i_. - o_ - c. PC CB RIM = 131 -21 9'/ I IF tz "crnP(N- s)= tso.00 fit 1� Z. �.. -_ WOOO FENCE I IF 8 CMP(())12 SS RIM = 132.29 aN IE 12 CMP N 128.76 ' _ - - I I iE 12 C ( )= 128.71 _ IE 8 °DI(E) 126.54 cZ» \ \ 75 �� -�` y SS RIM -I-( _-7 MPS I CL CHNL 12 "DI(N. S) .125.69 BRIM CONC WP1. -. - _ c • -_'� --�'S I O I IE 12 "C:I.(N)= 120.67 _ - - 118.67 SS RIM 'C(E)= 123,37 j CL CHNL 12 °CONC(N -S)- IE 8 "CONC(E)= 122:92 � � m _ 70 (N)-120.22 ° I �812'CMP(N) 120.22 i CL CHNL 12 "CONC(N -S)= 122.37 ' - _ IE 12 CONC N) 734 7p5 28.67 I -+c v' � 120.17 ' I I o / O ' 723 3 ('� =1 '-IE t2'CMP(S) 1 0000505 \ IE 12.. NC (5)_13350 ,2 cNP(E) -120,2 I I 1 3 co cvry HERS -- ' 33.50 a �B g +CMo(E) 122 75 7 RECONNECT EX. cMP(N)- 122.40 CB R M -, .8. <s SIDE SEWER TO I ABANDON EX. MH 1 \\ X. \ CB R1M_737.82.. I \ \\ RECONNECTS E T I & FILL &PLUG EX. MAIN 30 1 I IEJ 8 CMP(NE)_135 z SIDE SEWER TO NEW SEWER MAIN' E 12 cMP(s= 2z�o I ' ( � s cMP s 11 t5 { (see details sheet 16) I 723130001008 REM VEEX. MH (N) °'35022 NEW SEINER -MAIN 08230591540` E . ctiOrNlh;- 1,,368 FILL & PLUG EX. M fN 30 o.4s (see details sheet 1 r I I AND l�E ONNECT 1 L �' & FILL & PLUG EX. MAIN C(N /S _709.55 � r 947620061509 I 723130001503 SIDE WER TO - FILL & PLUG EX. SUNSET MAIN' NEW SEWER MAIN (see details sheet 16) 34 +00 see de tails sheet 16 & FILL & PLUG EX. MAIN 32 +00 33 +00 ( ) 35 +00 36 +00 37+00 (see details sheet 16) ... ...... 140 EX SSMH'; m STA 35 +42.68;21:8' RT 14 0 EX SSMH RIM 132.29 E :RIM 34+49.45, 21;0' RT : 1E 12" N 125.69 : X GROUN URVEY C .... ... _ S ENTERLIN __.. IE 12" S 0 ......... ...... . ............................:tE 127 N-1-2-2.37 :....... :..........:IE 8 °.E' -126,54......... E O :.. - E 2" S 122 37 1 = UGP ro' 1E 8":E 122.92: o - EX SSMH IE 8" W'= 122.52 4" 62% STA 34 +00.30, 21.2' RT RECHANNEL MH b J - .............. 130 _ .. RIM = 126,87 E 9z" N = 'i1SSZ .... .........:........ . : :... -,... ..: .................:_.... .. --- - - - -- -- ....... ......... ... npVC@ ... .. 130 OF 18 .;1 436 LF - IE 12" S - .118:67 : .. :' 0: - ;....,. , - ; IE 12" E - :120.67 UGP m ................. .... .:... .:.. ... ... ...... ...... :. . .... ... ...... ...... 0 . _ WATER MAIN 0 120 120 MH #12 STA 34+48.35,'6.0 LT NEW6Q" MH ..:.:........ ...... ..:... ............................... ...:... .....:.. - ..... . 4.06% RIM X2&64 128.76 - dw IE 18"N 118:54 118.18: 18" PVC 292 LF OF IE18 "S =11 118.08: _ .lE 8":E = "x_.119:16 . ...... ................ ..... . 1 10 110 RECOMMENDED FOR APPROVAL � 7 _ ( I / -7-06 WAST VTER UTILITY DATE 0 lf) M N n E G To, I— w w U) w w RECONNECT EXMH TO NEW MH WITH 23LFOF8 "PVC@ A� 5.91% }5BRAssOisK - -- - - -- CV�GN1N P 9 VAO N 13040- 5g6 MH #16 605650040005 ELEN }55A9 / TRANS TONER RIM >'5235 4905 II BASE 43 +00__ P1 5(, �. (. 16 E1i 1E114 / � 069 MH #15 — R= 572.96 L w .... ...... .... .. _ RIM =. ss i UG _ -n '` w, 55 h N E ' — 151.15 .... .... :1E 8.E S_ 752:00........ ... .... :.. .. .. . 1 60 y fi ............ ....... ..... L 6. WOOD FENCE l - - MH #14� m m �- _ / T I - 35 GP RECONNECT EX. . i 4ok9g G c // ER TO SIDE SEW MH #13 :. iE _ w 4 sa �6, W000 " ,D S R \No15��52:00 —S) °15115 NEW SEWER'MAIN FILL &PLUG EX MAIN / IE IE ,'- - ` 38+ ��_.._ -_ `c+ w so � i 50 E 8 D. 12.CONC 00 _ -- — z ao+ � - R M 155 5z �o GE �MNL (See details sheet 16) 1 SUNSET R=572 .,4 g� VD _ . w f� L 4,7.97 39 +00 J r - /� °�'� ..E 6Z�Mp(s1 1 2 °& / / t otiq — E LUG EX. MAIN & STUB TO EAST --- Delta = 41'75'27 "' - — -�_w__� —`�" � -59 /UGP / FILL P -- I � P a� s 16) — ' — --- - -_ —• GP �� UGP NS O / 311990021009: / —_� —. ASPHALT M 15fi..26 } }O$ If NCH 0R.1I..: DRivE CB RI, DI(W)_15156 3 }199002 - — -- — _ / , _ IE 151.46 — / O ABANDON EX. MH SSRIM- ,45.89 / co LIE 8 °CLAY !� 5 /8.R7C 55.RIM- 15204. RECONNECT EX / / - / O 11 1 / ' . \ PVC(E) °j4a 8444.44. & FILL &PLUG EX. MAIN CL CHAN 72,CO392 / i S)_ 738.44 I E 12 "CONCH 5)— SIDE SEWER TO / _ (see details sheet 16) l � 1— / till OB230 920ao1 NEW SEWER MAIN IF "CPEP(0) / & FILL & PLUG EX. MA� 48 62 ' I 4 PEP(uE) tab 29 E 12 CMP(N)= 146.32 IF 8 "CMP(SW)= !48.09 - / IE a GMPrE) , a6 12 (see details sheet 16) l n / FILL & PLUG - JX SUNSET MAIN ' (see'' details sheet 16) 38 +00 39 +00 40 +00 41+00 42 +00 43 +00 M rri -i J 150 140 130 RECOMMENDED FOR APPROVAL L WAS WATER UTILITY DATE . - - EX SSMH- STA 41+61,:18.8' RT 157.70 .... ...... .... .. _ RIM =. EX SSMH- ........ ... — 151.15 .... .... :1E 8.E S_ 752:00........ ... .... :.. .. .. . 1 60 y fi ............ ....... ..... ..... ' STA 40 +04.48, 20.5' RT RIM 152.04 .... ................... . . - - m m �- _ IE 12" N'— 144.44 :. . IE 12 S,`— 144.44 IE 8 E — 144.84..:........ CENTERLINE ' ...: - ... :...... ..:.. .. .. ' I ci - !E 8 W = 144.74 0 O.SURVEY .... .:..... ....... ... EX. GEZOUN ... _ m RECHANNEL MH 4:01 1 S. A 42 +8776 7 0LT :. LF OF 1g" 123:. NEW 60' MH ... 150 163.08 a _ MH #15 7E 18 "N'= 164.43 154.32 12" STORM ucP 4 370/ STA 41 +60 50, 1:0 LT /E 18 :S' 454:33- 154.22 ^�� C ��°' ' " NEW 60' lIN1H 12STORM:... Q .. ......OF 18'... .. 151 LF Rltit= 9a- 158.1fi !E 18"N = 14966 149.29 - 3.80% MH #14 ! ' S 149:56 149.19' E 18 - y{T @. STA40+0382,.72L.T.... 1 40 ..... pVC: .... ..... ?06 LF OF 18' NEW 60" MH . . MI-1 #13 RIM= !;�1.4-F 15127 /E 18" lV = 14—a . 142.59, 1 f STA 38 +91.70, 3.2 L T lE 18,, 5 =442 ? 942,49' ..:... ....:......... ' ...... . NEW 60" MH .......... 1E8-E=-143-75 14138 RIM= 446 4-- .146.90 lE 18" N = 198.7 -9 4,-2&46 lE 18"S = X3&68 138.36 ......... ....:... ......:.........:.........:.... ................:.........:.. 130 AS -BOIL T L nOR�s 1 " SCALE =20' HORIZ. AS CONSTRUCTED INFORMATION PROVIDED JAN. 26, 2006 1 {S 1"=5' VERT. BY RCl /PARSONS CONSTRUCTION GROUP 23769 �� RFGISTER��24'JDH ACE 1 " =20' ,sas /ae,. �� RIENTON ci I�ICGT QPX R,INTERCEPTOR V V `a.i a v v OCT zoo4 o o[sir+¢u FS3 /ONAI. : JDH � u /� e PHASE I CHEtl" bmc I I �I "T" DATUM Plan nin Buildin Public Works Dept. 9� 9� P C J EXPIRES 8/21-/-0-5--] NO. REVISION BY DATE APPR EH �o o a "ar SUNSET BL NE; N 4TH ST TO HARRINGTON AVE -NE*` °" -., 6 16 SCANNED OCT 2 7 2006 5 0 RuLL 2 0", I ® / 605650040005 / / -INSTALL PVC WITH 1 ' 2"BRANSCaNC 1-11 / 18 \� \ I A> VANES I N 183943.194 OUTSIDE DROP ; �;�E N I I E 1304610:730 - - c i / / 8 CMP(NE)= 173.00 MARKCRS 1z "r,MP(r,)- 172.fio \ ELEV 1$4.51 I _E 12 "CMP(S)= 172.70 GAS ACCESS \ _ REMOVE EX. CMP AND CLAY / / m VAN . PPE uo5 ,STORM PIPE AND REPLACE WITH / / 3 - WOOD cATr Fc E NN ° o_ = 30 L.FOF 12" CPEP @ ' 6.2% - o G - - - �! j \HP OH P /O uc luc uc/uc' CO /ucr EDGE - G_RAV_ . EL I OF A ERR s V j b o R 96040 i % i o sPr'.ALr c- +0 � =166.49 U) \ i MH #18 - - - _ _ !, 48 +00 n 49 �0 N = 9.55'67" I InI C'7- .; t I; Delta MH #17 0 _ SUNSET SG I 46 +00 08.42'5 \ , 47+00 I -� m S 08'42'56" W ( 1- _ 13 ` 12"W MH #fA cer9 PO 48 +75 0 ' -I w PT - +84_ w w w w w w w -_ _�45 +00 0 i ss� ss ss �---ss 0 CO / i- 1 - _._ Or.P /OHt - - - /OHr - 0 0 - RR IE V _ -' - �% - -- -0 0 6 WO FENCE 1 '.../ CONC 0 �� ASPHALT V ��� CB #1 -� DRI DRIVE W " ,P ,) .DRI , / � f � HP T ' �CB RIM =181 42 I RECONNECT EX 2`CONC(N) 178.67 OE 6012 SIDE SEWER TO , ; "R /C "�AR ' LJ /� ., - !r1•.^�p I BRIM =17346 : nom' IE 12 "CONC(5)= 178.4 _ _ / o W = / -,?. I' L-IE 12 "CONC(N) ,70.71 \/ \ 1 Nw ` n w I 1;(' `�\ �B IE ,Z "CONC(5)' 170.66 NEW SEWER N1AlIU N ,67 02 ' v� >n ; � 1 N � li � \ �\ so RIM =179 2s - - i „ DNG, h; Dz _ ti 1 Z L &FILL &PLUG EX. MAIN I a E 18 cor C(N) -176 3, ' (See 02ta %IS Sheet 16) .CONC(5)- SS RIM-173.07 / \ ,.. + I�'' f,. /�.. _ 12 "PVC(NE)= 166.62. - ,n . SS RIM = 181.44 IE S _166.37... ' ' i \ CL CHNL _ IE 8 "CONSE) ,76.76 12 ^PVC(N -) CB RIM =175 76 v n m 8 C 6 6 CL CHAN c 174 O6 m I, I iE 1 ONC(5) 172 CL CHNL 8 "CONC S 176.19 I J I I '� I \ ( ) 7366 () I 6 oel I E e'cM?(Sw) =1 �s z» p; , 111 / \ IE RIM P(NW), ABANDOLV EX- MH ryc� _ "_.cA.. I N a �..I ��1', IE 6 "co�nP(Nw) =1i7.a1 72275000050 ,- E c' C(5 _ I 722750 27507 4N N & FILL & PLUG EX. MAIN: 168 31 REMOVE EX. MH 9�� >Fa SS R1N'- r,5 FILL & PLUG EX- 'MAIN I z E 1,,qq11°C04 5)=162 -76 AND RECONNECT EX. - j I (/) III j s0 RIM-179.94 i . 6 , p o cL cHNL (see details. sheet 76) NC( / .(see detail sheets 16 _� I 1 COI4C(E -W)° 171.64 ; ' 7 6 cL cHNL 12 c SIDE SEWER TO o I I _ - - hAPI I N ° F" sz I NEW SEWER MAIN 3tissoolssoo & FILL & PLUG EX. MAINZ - I (see detail sheets 16) I - I 44 +00 45 +00 46 +00 47 +00 48 +00 49 +00 ......... : ......... '....:.. ...... ....._. .. 1 190 90 EXSMH ' ._.__.__. EX..SSMH' _ STA 47 +95 59 15:4 RT RIM 181.44 ....................................................... ...... ......................... :.. -IE 8't 14 1761.8: .... STA -47 +04.33; 16.2' RT : IE 8" $ 176.19 m +� EX SSMH RIM 177.87 IE 12" E 171.67 ' m CB: #1 STA 46 +808 0, 16.3' RT IE 8" N 171.67 _y STA 43 +92, 12 LT - _ Ir 1z s- 11zs7 RIM 176.7 IE 12 N 170.22 1 80 NEW. TYPE -1 CB .......: _ ..... . _ .... ro 180 .. EX:SSMH. - .IE 12 °:`S - .170:22. . R /M= 66�!- .166.08 : : STA 45 +96.69, 19.0' RT ' IE 12" E :170.22 - t ^� RIM 173.07' - - WATER - . lE 12" E = ,� 160.66 " 166.32 E 0 5,2611a x' lE 12" W = MA r "TGTTDC (IPPROX 7' DEEP 1v5 °51 IE 1z N CENTERLIN O FIBER IE 12" S - 166.37 p;SURVEY. //���j 1E_12 -1JE_= .166.62 ROUND.. OPTICS....... ..... .... �.Sn.PVCi V ........ o EX SSMH OGns ELF OF :STA 44 +79.09, 20.1' RT - EX. G. :RIM = 168.31 1: IE 12" 12" N = 162.76 i8�i6RieY p t�',' :IE 12" S = 162.76 :........ :........ :........ ......: ... ... :1 70 170 . .........:..... ...:......... :..........IE 12" E =- 163.91. .... ...- .......... ...... ... :.. ..... - .. 0' ASBUILT LOCATION OF . 1 S 18 ' STTORM PV C ..... ............ _ _ : - - .. 37 LF@ S.4 °° 12 " STORM 4fH #18A 195 L OF :18,, PVC @ 4 ark ° 1.45% MH #18; (ADDED DURING 16 720, 1.12LT 16 MH #17 .:............ .......... .... ....... ....... ....... STA46 +7$39:2.2L.T....- - - - - -- 0 l CONST TO M /SS EX' STORM) 0 TA, 4 3.64% STA 44 +79.24, 76 LT _ M-178 69 NEW 60" MH PVC @� NEW 60" MH A> _ RIM- - 176.81 188 LF OF 18 IE 18" N - .168.85 RIM= 468 8!- 169.22 /E 18" N = , 164.21 IE 18'! N --461.30 161.27.... .. ...... ......:.... ....:.. lE 18" S =. .164.11:...... . lE 18 "€ = 169 169.87 WITH ; /E 18"$ .7.166 °58 . IE 18" S = :�A:�B- 161.17 OUTSIDE DROP /E 18 "= 164.21 3/50/7 150 ..... .........:.........: 150 SCALE AS -BOIL T (� o A °HV� 1"=20' HORIZ. AS CONSTRUCTED INFORMATION PROVIDED JAN. 26, 2006 1"=5' VERT. BY RCI /PARSONS CONSTRUCTION GROUP RECOMMENDED FOR APPROVAL + + � F SUIVSC I �7CYYCR 23769 PACE 1' =20' ��, nElneooa �� CE5WE6 HwD,�.,s, CITY OF ��o rT r \.Alrn i T ' JDH. tea, �. -ii� I ERC�PTOR: OCT 2004 1 S /ONAt- E R E N TO N a z / -7 -os °� JDH - PHASE CxEtliED:.. oHE ^+�' DATUM WAST WATER UTILITY DATE EXPIRES 8/21/05 DMC • *r u E Planning /Building /Public Works Dept. S-7 j NO. REVISION BY DATE APPR e� �H Ho. z s� ,��, SUNSET BL NE: N 4TH ST TO HARRINGTON AVE NE sxar. 7 16, , 0 w SCANNED OCT 2 72006 92 s 3lSO /7 0 tt a L n R_` � LL 2-��- 0, �' C? fl- CL o r- H w w 2 N LEI LLB 210 200 190 6" WATER 0 0 WATER SERV 180 RECOMMENDED FOR APPROVAL 1 -7 -oS WAS WATER UTILITY DATE G \ MH #19 STA 50 +18.21, 4.0 LT NEW 60- MH R%til° 490 64-.- 190.81 lE 18" NE = ' °ro4� 184.36 lE 18" SW = 194. 18 184.26 \ \\' 311990003502 \ v \ SS CL CHNL 8 "C0 N CL CHNL 8 "Cof 8137 00000 r�rl+/lIi /A /r'!+T CV AALJ \ 311990005101 / \\ \ N RFC.'ONNFCT EX. LL 6 PLUU L:A. M RIVEWnv ��� � \cwMP' � —y � . e details sheet 96 R i` — — 5' 'dJOOD FENCE _ - CONC WALK m ee d _ -° N CRAVES CONC CURB /GUTTER \ _ ❑ � / DRIVE 0.,2 "DEC ��G� -� �j' CONC CURB /GUTTER c (1 /C � � —G BL '/ IVL c G0 -8 VD• \\ m SET MH #20 cF nGPH ALT _�-- I —_ _ � � S 18'3847" W — 55+00 54 +00 I 52 +00 I 53 +00 Q. _ SS sD o` CONC WALK �. S N EDG OF ASPHALT ` _ — — — D \ SD _ —_— H /P HT —0 s DHP /CMT — — — OH — — ar.P/ -T — — oHP o —01P/0HT- OHT — OaT _ -y + KEYS fl../l °/o \ i' oHP, WALL 12 OE i -- -- RETA;NING WALL I �� FIR TIE Z "DEC 2 "DEC �L ,\ I Z OEC \\ CB RIM =205.30 \ 2" Ec \ \ KEYS I \ \ IE12 "CONC(N)= 200.70 C 2-DEC ASPHALT\ \ \\ \ CB RIM= 200.79 I IE 12 "CONC(S)= 200.60 GRIVL ASPHA T IE 12 CONC(N/ =197.84 \ \� `J / / ^EC \ 1E RIM 20909 CB RIM 194 "`'8 DRIV �� \ IE 12 CONC(S) 198.34. 1 D' j ��// \ / -IE 12 CONC(N)_206 44 ,-IE 12 "CONC(N) 192.13 \. / IE 12 "CONC(W)= 197.89 �� f ' \`r IE 12 CONC(S) -20649 \\ IE 12 "CONC(S)= 192 -13 I' % \ \ ®„ o \'` D E 8 IM- 207.97 02 1 /2 "R /C 3o Dc I CONC(W)_2 67 .. \ / 'CNI 188901 \ ASPHA , 1E 8'CONC(NW)= 202.67 CL CHNL'8 "CONC(N)= 202.42 OT EX \ \ 31199001.6504 I ' Jl \ / \.. CL CHNL 8 "CONC(S)= 202.42 ER TO \ \ \ / cP9L \ SD RIM 207 40 1 R MAIN \ \ \ \ / Fa IE 12 CONC(N) 204 20 .311990017502 \ � w iE t2 coNC(E) zo210 EX. MAIN. \ \ . \ / Z oE��, �P ABANDON EX Mht O M \ 55 RN1,2p3 56� e � N\ CO CNN 8 C15� 203 00 r- W w LLB LLB U] 56 +00 230 - 220 210 200 RECOMMENDED FOR APPROVAL WAST WATER UTILITY DATE o G \ \ — 182305913 \4 -� V-� Pt r \\- 5 WOOD_ _ 5� WOOD FENCE — — =�_ - m EDGE OF ASPHALT m CN EDGE F ASPHALT GUARDRAIL (n cr -OF L' - o -- - -- - GB -7 0 MH #21 - 61+ m -i 472.54' ° ° NE p/I 59 +00 �, (N —� — 58 +00 BL VD. °- 57 +00 ss ss , fo uGPiu 3F- ASPFfALwf - — — — — —�„ — — � — — �o Fo � ss _ w -- ss —� _ -' — µ• . `A— ,. f 1 _ . n i $S / UGP /UGT. J �`UGP /UGi r0 WOOD. FENCE \ uA+ ,ON _ —OHP 4 A /O HT AL 7 PHA OH? DRIV . P9 \ C6 RIM = 225162 223 42 z o \ \ \ CONC` z 1 \ IE t2 "GONG( )= 2322 °unFx y ` 0.13 ! \ ^CONC(S) =2 o� N y x CB RIM=22868 \�f CB RIM 22 12 �IE. 12CONC(N)= 218.03 \ 6 221: 3 RECONNECT EX MHO' \ �� Z ° e'OFC `-�E t2 ^GMP(S) =226 68 \ 1 - '\ IE 12'CONC(S)= 218.03 \ Cg RIM 222 1v iE �z CONC(N)=220.78 TO NEW MH WITH �° \ \ 220 63 �+ £ SD RIM 228 35 1 IE ;2 °cONC(s)= 18 LF OF 8" PVti \ ��4z) o IE 12'CONC(N) 225.55 \ \ \ \ E 12'coNC(E) zz47g IRECONNECTEX. \` \ \ 1 7.05% �� m - i x \ IE 12'CONC(S) 224.45 SS RIM= 218.56 \ SIDE SEWER TO- \ CL CHNL 8 °CONC(N)- 272.71\ '\ �1\ 4\ \ \�\ \� CL CHNL 8 "CONC(s)= 212.10 \ \ NEW SEWER MAIN ✓IVFCT FX _ \ `, 922590002502\ \ �\ &FILL &PLUG EX. MAIN C) \ \ r 4102 \ � Ofi230590 \ 1 \ CV cNn;N - 0 H- w w w w U) & FILL & PLUG EX. MAIN & EX SEWER TO N. 67 +00 (see details sheet 16) 68 +00 270 EX SSMH .STA 57 +21.16. 15.35'. R.T ........:..... . . :.... . . .:.. . RIM = 257.36 IE S" N = 252.16 IE 8" SE = 252.36 IE 8° NE 251.76 - IE 8" SW = 251.76 260 OUGP .....D UGP: :GAS 0 250 240 -FILL & PL Ud EX. 8" STUBi (see details sheet 16) / � I� J \E Lrw Lq F [rN� \ 2 0823psgT egos REMOVE EX. MH AND RECONNECT EX. o SJDE SEWER TO NEW SEINER MAIN _ & FILL & PLUG EX. MAIN/ \ (see details sheet 16) / \° \ 39 WocD-- L5 v-259 ONc(N ?5].39 NC(5 N)- 25] -39 SS CHAN 6,.CDNCRIM_252.54 NEW 60d MH P RIM= 269 260.2$ CL CL CHN L (N,4' "CON C( E) ......... �` ......... . _ ....: ... ....... .: . IE 18" NE= 251.95 - 252.11 8 256.94 CtSK') =256. f 2 CO CM.o �fJ °25g sr\ 94. QAI. / /E 18" E = 25447 254.80 's• %7 IE 18" SW = 261.89 252.01 RECONNECTEX. r2 1S�S ?sss 9 > zsO 6 /E 18" SW = 254.70 502 \ °ec S ° oR LF r cURe SIDE SEWER TO ABANDON EX. MH &PLUG EX MA IN ... ......... ......... . . . . .. -- .... 240 oorrF\ �F\ \ ce SCALE NEW SEWER MAIN &' FILL y w ORVS ASH T'=20' H O R I Z & FILL & PLUG EX. MAIN (see details sheet 16) (see details sheet 16) 2gro J.z6B�24 TF�J uc 1"=5' VEP.T. BY RCl /PARSONS CONSTRUCTION GROUP r �� U �F�c�is �� B \ PACE oFSx;N JDH r =2o' SIG,. �,w ,vae ° �° „� „� :�s CITY' OF �'I IN.FT .FWFR I yr INTERCEPTOR OCT 2004 SEE SHEET 12 69 +00 70 +00 \ NAI. � 71+00 72 +00; EX EX SSMFI .STA 72 +59 97, 15" RT SW266 JDH A ..... e -�("� I -I P S ... ... ......... .... ...STA X72+ 05.18.14.8' RT.:... . :EMB 260.86 RIM 265.32 270 EXPIRES 8 21 05 N0. IE 8" NE, 259.97 -1E 8' , E ....260.86 s )MC LH EX SSMH STA.70 +29.11,15.4'RT - RIM ':262.54 DATUM:: .Planning - - - IE 8 "''S - 259:.97 - IE 8" SW 259 97 SUNSET BL NE: N 4TH ST TO HARRINGTON AVE NE S -11 �""` 11 -16.. - .......... IE 8 "� ;N 257.44; . IE 8 NE - 256.94 ... EX. GROUND ®SURVEY CENTERLINE IE 8" = 256.94 1-13111510 w , ;...:.... ....:.. .... ..: .... .....:..... :... %VLL 260 - .........: ... .:..... ........... ..:.......:.:.:......::....:... .......... b 'PVC MH #27 V1: ..... 174LFOF18'._.. .... STA T2 +05,.74, ;14.4' LT, , ._ ... ...... ..... , NEW 60" MH . ,,: 154 % OF 18" PVC @ RIM= OG 265.64 IE 18" E _ ' 258.69 168 LF 25859 136 LF.OF 18" PVC @4--&4-"'- 1.68 MH #25 MH #26 STA.67 +.18.32, .7.2 L .. . NEW 60 "MH RIM =-4 258.18: !E 18" NE = 249�6 249.72 1E 181, SW = X5.249,62 RECOMMENDED FOR APPROVAL WAST ATER UTILITY DATE o a STA 68 +57.70, 8.9'LT STA.70 +29.18, --6.5'LT :NEW 60 "Ml l NEW 60d MH P RIM= 269 260.2$ ......... RIM= 263 81-. 263 59, ...:.........:. ........:.........:.........:.. ......... . _ ....: ... ....... .: . IE 18" NE= 251.95 - 252.11 /E 18" E = 25447 254.80 IE 18" SW = 261.89 252.01 /E 18" SW = 254.70 502 _ ... ... ......... ......... . . . . .. -- .... 240 SCALE AS-BUILT y w ORVS ASH T'=20' H O R I Z AS CONSTRUCTED INFORMA TION PROVIDED JAN. 26, 2006 aF O I f` 1"=5' VEP.T. BY RCl /PARSONS CONSTRUCTION GROUP �� U �F�c�is �� PACE oFSx;N JDH r =2o' SIG,. �,w ,vae ° �° „� „� :�s CITY' OF �'I IN.FT .FWFR I yr INTERCEPTOR OCT 2004 \ NAI. � JAPPR JDH �` R EN TON e -�("� I -I P S own 7 - EXPIRES 8 21 05 N0. )MC LH ..�.:r.,E I no, =rte DATUM:: .Planning /Building /Public Works Dept. SUNSET BL NE: N 4TH ST TO HARRINGTON AVE NE S -11 �""` 11 -16.. REVISION BY DATE SCANNED OCT 2 7 2006 1-13111510 , %VLL A..k=+ 2 0-113- h O C? N Q G F— W W W W (f) 290 280 270 73 +00 3 260 RECOMMENDED FOR APPROVAL i -7 -oS LL W TEWATER UTILITY DATE G 5V @ 74 +00 y ' \ ss o NNL s ppN \ ss 0.a GO1 G`N'17 -1 j4 Zq" yp 5 a0 `\ �E y4 coycl yap $' \ \�,��y�•cPVCI�'y8y2o s \ Sp �F Jg,CC�NC 320 iF 12.c c�c�J�J ozs �9 � V H Ce 0 C'7 N 0— E- I I \ BRASS TACK IN CB P.IM =296.30 CB RIM =299.75 \ E ? °CONC(Nw)_290.70 it 24-00NC(NW)= 294.85 2-PIPE W CONC o.so— — — 18 ca (SE)= 2s4.5s I I! � 2: "GONG SE — ?a E 78 OdC — \ I[ �P�C(NE) 295.20 (Syy)_ 294.95 zz DEC v — — — — — v f— W W 2 N W W U1 T- �o 79 +00 300 290 280 :y- 270 RECOMMENDED FOR APPROVAL L WASTE ATER UTILITY DATE 722780105507 300 .. . RECOMMENDED FOR APPROVAL WASTEW TER UTILITY DATE O M ti CV CL It H W W (I] W W U) RECOMMENDED FOR APPROVAL WA EWA7ER UTILITY DATE G � � . ii cpNC c60.,cpNG�Fl33pa5 669 i1pg // O�G �o a JL 8 "G N Oss G RIM -3.3. 00 N f— \ ,E e•�4R NG��I) Sao. i° 8-CON Ct) "5 �6 / at / >22;180702603 0 L0 T M N CL i G 1 w PAY LIMIT TRENCH BACKFILL 6' -0" FOR 18" TO 6" SEWER LINES AND 12" CPEP STORM PIPES 1 1' -0" 1 6" t EXIST. CRACK AND SEATED - SEE DETAIL FOR STREET CEMENT CONC. PAVEMENT, TYP. RESTORATION REQUIREMENTS SEE CONSTRUCTION NOTE 16. SUBSEQUENT BACKFILL MATERIAL (NATIVE IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9- 03.12(1)C (SELECT BACKFILL) OF THE SPECIAL PROVISIONS. PROPOSED 18 " -6" SEWER PIPE AND 12" CPEP STORM PIPE FOR SEWER PIPE: PIPE ZONE MATERIAL PER SECTION 9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE. 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 18" TO 6" SDR 35 PVC SEWER PIPES AND 12" CPEP STORM 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. PIPE FILL MATERIAL ABANDON MANHOLE TYPICAL DETAIL NOT TO SCALE NOTES: 1. DRILL A MINIMUM OF 6 - 2" HOLES IN BOTTOM OF MANHOLE. 2. FILL MANHOLE WITH SELECT BACKFILL PER SECTION 9- 03.12(1)C. RESTORE PER ASHPHALT CONCRETE PAVEMENT RETORATION DETAIL. 3. FILL ALL INCOMING AND OUTGOING PIPES WITH AN INERT MATERIAL APPROVED BY THE ENGINEER AND PLUG ENDS OF PIPES WITH A MINIMUM OF 12" OF CONCRETE. 12" TYP TRENCH (SEE DETAILS) PAY LIMIT OF TRENCH PAYMENT LIMIT OF PATCH ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL NTS SAWCUT FINAL JOINT TYP. EACH SIDE \- EXIST. ASPH. CONC..PAVEMENT, TYP 2" CL 'B' ASPHALT CONCRETE PATCH 6" CL 'E' ASPHALT CONCRETE PATCH 6" CRUSHED SURFACING TOP COURSE BACKFILL (SEE BEDDING /BACKFILL DETAIL) 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. fe RESTORE PER ASHPHALT R/W 11, REPLACE ALL DISTURBED SIDEWALK IN ACCORDANCE WITH )STANDARD PLAN CONCRETE PAVEMENT REMOVE MANHOLE LID, RINGS 12. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT, RESTORATION DETAIL INSERT ETHAFOAM HS 600 PLANK FOAM BOARD OR EQUAL AS CLEARANCE AND CONE (OR FLAT TOP) AND RESTORE PER ASPHALT CONCRETE PAVEMENT DETAIL REMOVE EXISTING SANITARY SEWER. .MAIN AND /OR EXISTING RECONNECT MANHOLE NECESSARY TO RECONNECT 13. NEW SIDE SEWERS SHALL HAVE 'A MINIMUM SLOPE OF 2 %FROM THE SEWER MAIN EXISTING TO SEWER R/W)TUB- (REMOVE TO R /W) SIDE SEWER SIDE SELECT BACKFILL THE PROPERTY LINE OR AS DIRECTED BY THE ENGINEER /INSPECTOR. (DEPTH VARIES) PIPE FILL MATERIAL PROPOSED 6" SEWER STUB CONCRETE PLUG � ` CONCRETE � PLUG .y v Y t PIPE FILL MATERIAL ABANDON MANHOLE TYPICAL DETAIL NOT TO SCALE NOTES: 1. DRILL A MINIMUM OF 6 - 2" HOLES IN BOTTOM OF MANHOLE. 2. FILL MANHOLE WITH SELECT BACKFILL PER SECTION 9- 03.12(1)C. RESTORE PER ASHPHALT CONCRETE PAVEMENT RETORATION DETAIL. 3. FILL ALL INCOMING AND OUTGOING PIPES WITH AN INERT MATERIAL APPROVED BY THE ENGINEER AND PLUG ENDS OF PIPES WITH A MINIMUM OF 12" OF CONCRETE. 12" TYP TRENCH (SEE DETAILS) PAY LIMIT OF TRENCH PAYMENT LIMIT OF PATCH ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL NTS SAWCUT FINAL JOINT TYP. EACH SIDE \- EXIST. ASPH. CONC..PAVEMENT, TYP 2" CL 'B' ASPHALT CONCRETE PATCH 6" CL 'E' ASPHALT CONCRETE PATCH 6" CRUSHED SURFACING TOP COURSE BACKFILL (SEE BEDDING /BACKFILL DETAIL) 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. fe CURB AND GUTTER." R/W 11, REPLACE ALL DISTURBED SIDEWALK IN ACCORDANCE WITH )STANDARD PLAN # F007, DRAWING # FR02. 12. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT, INSERT ETHAFOAM HS 600 PLANK FOAM BOARD OR EQUAL AS CLEARANCE SEPARATION.' REMOVE EXISTING SANITARY SEWER. .MAIN AND /OR EXISTING RECONNECT MANHOLE NECESSARY TO RECONNECT 13. NEW SIDE SEWERS SHALL HAVE 'A MINIMUM SLOPE OF 2 %FROM THE SEWER MAIN EXISTING TO SEWER R/W)TUB- (REMOVE TO R /W) SIDE SEWER SIDE THE PROPERTY LINE OR AS DIRECTED BY THE ENGINEER /INSPECTOR. 14. FOLLOWING TRANSFER.OF SEWER FLOWS TO THE NEW SEWER MAIN; THE EXISTING PROPOSED 6" SEWER STUB EXISTING SIDE 15. A DETAILED TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR SEWER REVIEW AND APPROVAL PRIOR rTO BEGINNING CONSTRUCTION. 6 "x 4 REDUCER BENDS AND FITTINGS MAIN RUN SIZE X 6" TEE 18 "SEWER MAIN RECONNECT EXISTING SIDE SEWER TO NEW SEWER MAIN CONSTRUCTION NOTES I 1. HORIZONTAL DATUM IS NAD '83 '91 BASED ON TERRESTRIAL TIES TO THE CITY OF RENTON CONTROL POINTS NUMBERS 1673, 1843, 1121 AND 1879. VERTICAL DATUM IS NAVD '88 BASED ON CITY OF RENTON CONTROL POINTS 1843 AND 508. 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. ALL RESIDENTIAL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 6" THICK. ALL COMMERCIAL DRIVEWAYS SHALL BE 10" THICK. (IN ACCORDANCE WITH STANDARD PLAN. #FO06, DRAWING #FRO1N), 10. REPLACE ALL DISTURBED CURB & GUTTERS IN ACCORDANCE WITH STANDARD PLAN ;# F008, DRAWING # FR05 AND STANDARD PLAN #,F001 "CEMENT CONCRETE CURB AND GUTTER." 11, REPLACE ALL DISTURBED SIDEWALK IN ACCORDANCE WITH )STANDARD PLAN # F007, DRAWING # FR02. 12. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT, INSERT ETHAFOAM HS 600 PLANK FOAM BOARD OR EQUAL AS CLEARANCE SEPARATION.' 13. NEW SIDE SEWERS SHALL HAVE 'A MINIMUM SLOPE OF 2 %FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINE. SIDE SEWERS SHALL. BE 6' DEEP AT ' THE PROPERTY LINE OR AS DIRECTED BY THE ENGINEER /INSPECTOR. 14. FOLLOWING TRANSFER.OF SEWER FLOWS TO THE NEW SEWER MAIN; THE EXISTING SEWER MAIN SHALL BE ABANDONED IN PLACE BY FILLING WITH AN INERT 'MATERIAL THAT WILL FILL ALL VOIDS AND PREVENT THE PIPES FROM COLLAPSE. 15. A DETAILED TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR rTO BEGINNING CONSTRUCTION. 16. PRIOR TO THE EXISTING ASPHALT OVERLAY, THE ORIGINAL CEMENT CONCRETE ROADWAY WAS CRACK AND SEATED AS PART OF A PREVIOUS PROJECT. THE CRACK AND SEATED PORTION OF THE ROADWAY' EXTENDS FROM STATION 31 +00 TO STATION 73 +00. ` H ' w � b NOTES:,'IW; I 1. THE BEAVER SLIDE SHALL NOT EXTEND MORE THAN HALFWAY THROUGH THE MANHOLE. I I I r a 1 l.: da.. 18" IE SE = z''�88 276..93 DETAIL _:� ..' NOT TO SCALE 1 CHANNEL. INVERT NOTES: 18" IE NW 42 275.37 I RECOMMENDED FOR APPROVAL 1. THE ENDS OF THE EXISTING SEWER MAIN SHALL BE PLUGGED WITH A MINIMUM OF 12" OF CONCRETE -- CENTER OF MANHOLE AND THE REMAINING EXISTING SEWER SHALL BE i DATE V H(0) FILLED WITH AN INERT MATERIAL APPROVED BY THE �Sy WASHSa ENGINEER MANHOLE #29 CI ANNELING WA EWATER UTILITY Q PE . ' 2004 CITY OF Ql KlC�T �EWFR �TERGEPT0 fGln o DN o RENTON S /ONAL =� JDH PHASE E I 1 " wuwxc w: � �'"�" DATUM. EXPIRES 8/21/05 we DMC A sr„E I Planning /Building /Public Works Dept. S-16 6 NO. REVISION BY DATE APPR A R = "�� SUNSET BL NE: N4TH ST TO HARRINGTON AVE NE SCANNED OCT 2 72006 s- 3r5oz6 S 3 1 5 0 me M a - Fi k I.