No preview available
HomeMy WebLinkAboutzS-0503Set0 I '-" I u QS� yr� FERNDALE AV 1 > 8 NE 3`° ss 6 MT. OLIVET CEMETERY 5 Z 0 � o Q W j- a W < z NE 4TH CT r 1 11 12 13 14 9 GREENWOOD CEMETERY 4 \ y9,o (FG I 3 i 2 WO M HAM r 2faa g wwp —s� -sn� ILM y (mo 3^ car (Mm VICINITY MAP 22 a r � SE 126th ST NE 4th ST NE 4th ST SE 128th ST 15 16 17 18 19 2® 21 NE 3rd PL N N N - > > > > > > > > x z 0 INDEX TO DRAWINGS o LEGEND o SHEET NAME EXISTING GAS. � EXISTING UTILITY VAULT SCHEDULE A –EAST RENTON SEWER INTERCEPTOR TV EXISTING CABLE -o- EXISTING UTILITY POLE 1 GEN ! �� GENERAL INFORMATION '. 2 PLAN AND PROFILE MAPLE VALLEY HIGHWAY CROSSING 3 "TL EXISTING TELEMETRY 3 PLAN AND PROFILE CLIFF SEciToN SCHEDULE C! – EAST RENTON SEWER. INTERCEPTOR - - -- - - -- ---- - - - - -- EXISTING. OIL PIPELINE 0 EXISTING MANHOLE 4 PLAN AND PROFILE (STA. 0+00 – 11 +50) ^ 4" P EXISTING POWER 5 PLAN AND PR °FILE (ST& 11 +50 – 23+00) 6 PLAN AND PROFILE (STA- 23+00 – 35 +10) BH –X BORE HOLE NUMBER SCHEDULE A – EAST RENTON SEWER INTERCEPTOR 8" SS EXISTING SANITARY SEWER 7 PLAN AND PROFILE (STA. 5+00 – 9 +50) - SL' - - - - - -- EXISTING STORM EXISTING UTILITY POLE ANCHOR 8 PLAN AND PROFILE (STA. 10+00 – 14+50) (GUY WIRE) 9 PLAN AND PROFILE (STA - .15+00 – 19 +50) 4" T EXISTING TELEPHONE 10 PLAN AND PROFILE (STk 18+00 – 22 +50) 11 PLAN AND PROFILE (STA- 23+00 – 27 +50) 16" W EXISTING WATER EXISTING STREET LIGHT 12 PLAN AND PROFILE (STA, 28+00 – 32 +50) 13 PLAN AND PROFILE (STA- 33+00 – 37 +00) O EXISTING MONUMENTS 14 PLAN AND PROFILE .(STA. 38+00– 42 +00) 15 PLAN AND PROFILE (STA 42 +50 47 +00) 16 PLAN AND PROFILE (STA 47 +50 51 +50) O PERMANENT SEWER EASEMENT ❑ EXISTING CATCH BASIN 17 PLAN AND PROFILE (STA 52 +50 – 56 +50) 18 PLAN AND PROFILE (STA. 57 +00 61 +50) 19 PLAN AND PROFILE (STA. 62 +00 – 66 +50) — — — — — — — EXISTING RIGHT OF WAY BOUNDARY u EXISTING FIRE HYDRANT 20 PLAN AND PROFILE (STA. 67 +00 – 71 +50) EXISTING PROPERTY LINE 21 PLAN AND PROFILE (STA. 72 +00 – 74 +50) EXISTING WATER METER SCHEDULE B – MAPLEWOOD SEWER DIVERSION _ 22 PLAN AND PROFILE MAPLEWOOD DIVERSION EXISTING RIGHT OF WAY CENTERNNE PROJECT DETAILS EXISTING WATER GATE VALVE ;T 23 MISCELLANEOUS DETAILS - 24 MISCELLANEOUS DETAILS ' I)si §'r s , EXISTING ASPHALT PAVEMENT 25 MANHOLE DETAILS 26 SCHEDULE C DETAILS 27 (;FNFRaI NOTES EXISTING CONCRETE PAVEMENT PROPOSED SANITARY SEWER PROPOSED SEWER MANHOLE CONTACT PERSONNEL_ NAME AGENCY PHONE YEVIN ANDERSON RH2 ENGINEERING 869 -1488 BUBBLE GENE PETERSON RH2 ENGINEERING 869 -148$ ' D E F I N I TI ON S JfjiN GRIM RH2 ENGINEERING (OLYMPIA OFFICE) 705 -0628 UVID CHRISTENSEN RENTON PROJECT MANAGER 277 -6212 JOHN VOMPSON RENTON MAINTENANCE DEPARTMENT 235 -2615 HOW TO READ AND USE DETAIL AND SECTION BUBBLES. ?aa sr TOM HER'RY,. KING COUNTY DEPARTMENT OF PUBLIC WORKS 296 -8122 DETAIL ERIC DAVID>ON METRO 684 -1707 X SANDY GRAY SEATTLE WATER DEPARTMENT 255-2242 DETAILS AND SECTIONS REFERENCED ON ANY SHEET DAN SELZLER WATER DISTRICT NO. 90 255 -9600 00 `� REFERENCE DRAWING CAN BE LOCATED BY THE FOLLOWING PROCEDURE: BETH STEVENSON OLYMPIC PIPELINE 235 -7735 SECTION BUBBLE FOR DETAIL (SHEET NO.) JEAN FREEMAN WASHINGTON NATURAL GAS 224 -2377 11DENTIFY DETAIL AND SHEET NO. IN 3ti,a� sr TAIL ) KAREN SHARP PUGET POWER 277 -4947 BUBBLE OF INTEREST. JERRY DRAKE U.S. WEST CQ4MUNICATIONS 235 -5859 CC 2)REFER TO DRAWING INDEX (THIS PAGE) PHIL FISX TCI 656 -9028 TO LOCATE REFERENCE SHEET. 3 AND SOURCE DRAWING FIRST AID ti� r *a $'p 911 DETAIL BUBBLE 3 TURN TO REFERENCE SHEET TO FIND ina sr «w„� ~o (SHEET NO.) )CORRESPONDING DETAIL OR SECTION. REVISED TO CONFORM T4DCONSTRUCTION RECORDS e26g� r CITY OF RENTON L— PH.r S[CtIED: I, �� ": /I l /fb��j�: *�8B "acn ��' 03105194 RH2 ENGINEERING P.S. DATE EAST RENTON SEWER INTERCEPTOR ��� _ EXPIRES 11/22/96 192.079 6:,6,1 ncl Al— E GENERAL INFORMATION s„Ie 00 o f -I, Isla_. �nnr R�6at�g9, SIGNED: r FmcneFR rsca a FPS 0 CITY'S REVIEW COMMENTS SLR DCS 11/28/95 ry a� zos> n 9' I lan 1 CONSTRUCTION RECORDS KMP DCS 6/19/95 03/05/94 - I: - [ u _ EXPIRES 8/2/96 SCIF \TISTS 120h) ice... 0231 TR- '�SICh FF , L N! ERI INFO KP KJA NONE JAN 16, 1996 30 1 ur 27 i • d } -w REVISED TO CONFORM TO CONSTRUCTION RECORD S RK EN;I EERING P.S. DATE ww ,*-1'- SV 3 Fro, 75 70 wl 65 - 1, 55 TE 61 IE 51.22 42" IN (EXISTING) IE 51.22 42" OUT (E)USTING) IE 52.40 20" IN 45 i DEPTH 9' c 50 � TE 67.04 SM050*309 IE 56.54 20" IN IE 56.44.20 ".OUT DEPTH 10.6' 100 150 200 250 300 PROFILE ,G,�,to%4 6galN.+'C� S'U Ct u8y�sO VERT. 1" = 5` 16727 13183 158th 1 \ E s 1 00 o L 1xl Bid, �.�9ga1.T8a6Ot SIGNED. '�, @ec`sTS%�'9ti SIGNED: -- E CI�F.F.NS R a od. Wi 9805" �9I 02116194 ` I 02116194 t fUNNERS (006) e6a 1188 - SCIENTISTS (2 06) 103, 0_11 EXPIRES 8/2/96 EXPIRES 11/22/96 LL IT3 0]:2 350 � t•1 , 400 450 I CITY OF RENTON EAST RENTON SEWER INTERCEPTOR 192079 PLAN AND PROFILE MAPLE VALLEY HWY. CROSSING MP �DC ' , 8/21/95 .-: �., S..-.: 0,11 PLOT SHEET 1' 4M1' I�i> f- ERI_P1 SCH DCS SHOWN JAN'. 15, 1996 20 aF27 al t 280 280 PROPOSED GRADE ;` SCHEDULE Cam' l 255 255 - MH ERI -5 r` MH ER - 6, x! 5 alp 250 250 - — EXISTING CD 245 245 / GRADE i ' / I_, 240 0 - - ^- n o u i C, U U 235 235 I MAPLEWOOD�, 230 230 A MH ERNS (801, DIA) �jr DIVERSION ST-A C 0 +00, 0' RT. 9 56_B N'' 177961.35 '1667388.23 c 225 225 E -� SEE DETAIL 24 220 j 220 Q2 9' 00_B _ 215 215 TE 250.27 ' IE 219.87 21" IN I A STA B 10 +17 = STA C 0 +00 210 IE 219.50. 12" OUT INSIDE DROP CONNECTION j 205 IE 242.48' 12" IN s =50_B IE 228.57' 12" IN f I 200 DEPTH 30.8' 195 - 8 00_B _ 190 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 ; - 185 - 05 180 i 7, :50-B- ' . 175 NO o 7. 00_B - 165 160 155 6- 50' -B MH ERI 4 72" DIA) 150 - STAB 6 +00; 0' RT. °- N 177549.47 �.� E 166Z5�79- - -B - 145 4 — -SEE DETAIL 25 - 140 o 135 Q), Ml�,ERI -3 48" DIA 5 .50_B' STA `B 5 +24, 0 RT. 130 0 p� III E 1667468.44 125 y 120 o II I o 115 4TO 3 OA 110 105 Al 100 MH ERI -3 MH ERI -4 ✓ 95 e-3 I d Z�, TE 82.94 0 TE 80:78' 1 w IE 62.04 20" IN IE 62.83 12" IN 90 w PROFILE IE 61.94 20" OUT IE 62.82 20 OUT x x 1VERT. " 10' DEPTH 21.0' DEPTH 18.0' REVISED TO CONFORM = 85 I ; a � a � - VIEW -TO _CONSTRUCTION RECO DS R _; __.__. 1St ssD-4' ti" °y •esg� •D / ,-80 4,�p4' e os G t oaf HORZ- 1" = 40' RH2 ENGINEERING P.S. DATE .y e�76727� 75 c68r�,� S1�A�o: �I��� SIGNED: CITY OF RENTON oz��s�s4 is Q 02/16/94 EAST RENTON SEWER INTERCEPTOR 76 LF OF 20., FaIRES 8/2/96 65 PVC ® 0 -0103 1sz.o7s PLAN AND PROFILE - fit l fill , .r CLIFF SECTION 5 i nu oP Al REVISE PER CONST. RECORDS KMP DCS 8/21/95 �, - .' - . ,. " c F`\TISTS is or j 1153 o',�� san -,: Q CHANGE ORDER 1 PAR JG: 9/22/94 ERIC 60 _P2 LLT DCS SHOWN JAN 16, 1996 40 3 of 27 W R OLL 17 3 003 I v� th t ,sv3o T • sCANNEH. 'OL 2,7 2005 �O 4 1 �7 3 Rlqmwi ..y r \ i i \ 250 240 _ 240- ,- O ,i 240 } \ ' \ `, - 240 r -. _. ' a MH ERI -8 (60") - \ MH ERI -7 (60 ") - \ 230 \ z�8o STA 3 +39 STA 6 +17 r 230 - _.: /- 0 230 0 w m s , __.o , o /� :' o`� s� 1viH ERI 6 (60 ") _230 v A2 STA 0+ 67, T LT EMBANKMEN�P CONTOURS (TYPICAL) ":) f -- EXISTING CONTOURS (TYPICAL) \ _ MH ERI __ EXISTING MH ERI -5 \ � i � I' - r �=% � STA 7 +51 STA 0 +00, 5' RT_ - _ __ -,- - _ _ - , - - - -" PROVIDE HORIZONTAL DRAIIPARS AS \ \ - \ zso - NOTED OR-AS FIELD" .CON TIONS DICTATE`Qi \ TO 141AINTAIN 'SITE DRAINAGE DISRUPTED B SHE EMBANK)4EN�' L'�LJNSTRUCTION �.. (TYPICAL) / 4- `' 250 't MH ERI -6 o PLAN 5 w FE 257.70 TE 240.16 HORZ. 1° =40' 270 : IE 220.31 24" NW IN 270 Q IE 220.41 24" E OUT 265 E w INSIDE DROP CONNECTION x IE 250.00 8" SWW IN (FUTURE) FUTURE STREET & co 265 260 w IE 228.13 8" SWW IN w FILL ELEVATIONS (TYPICAL) w `I' 260 DEPTH 19.8' w �- 255 EXISTING MH ERI - n � 25 FE 257.88 I 250 TE 250.27 EXISTING GROUND IE 219.87 24" W IN (TYPICAL) FUTURE MANHOLE SECTIONS / 250 245 IE 219.50 12" SSE OUT INSI Dk CONNECTIO TOP OF EMBANKMENT PROVIDE MATERIAL ONLY, DELIVER TO CITY STORAGE SITE AS DIRECTED ® 245 ® 2 242.48 1 E IN (TYPICAL) (TYPICAL) -240 IE 228.57 12' E IN 134 LF OF 24" 235 DEPTH 30.8' PVC C 5= 0.0049 235 278 LF OF 24" PVC @ S= 0.00456 A 433 LF OF 2 " PVC @ _ 203 230 225 � _0.02036 LF OF 24" PVC S FE 251.10 0 FE 250.0 236.88 273 FE 253..91 0 TE 234.97 IE 225.97 24" NNW IN TE 236.19 IE 227.34 24" NNW IN TE IE 228.13 24" NW IN IE 228.00 24" SSE OUT - 225 - A 73 LF OF 24" IE 225.87 24" SE OUT IE 227.24 24" SE OUT DROP CONNECTION PVC @ S- 0.0074 - DEPTH 9.1' DEPTH 9.0' IE 241.24 8" NE IN (FUTURE) p 900 450 200 250 300 350 400 450 500 550 600 650 700 IE 243.00 8" SE IN FUTURE g 750 (FUTURE) 0 050 9000 9050 9900 9950 IE 229.47 8" NE & E IN DEPTH 8.9' ^�0F1� V i I L � REVISED TO CONFORM ,,� 6cr eD �sO eflq�� a• ^ o o �R. oo HORZ t ° =40' VERT 1 ° =70' TO CONSTRUCTION RECORDS ( ' _. -.. ..._ ,_ ic, / RH2 ENGINEERING P.S. DATE CITY OF RENTON EAST RENTON SEWER INTERCEPTOR m g2 079 0 SCHEDULE C SIGNED �.pe,Q6 Tg8�1 SIGNED: "IglAL _ E'lc.i�EFRS a<.d IVA 980 � 2 REVISED PER CONST. RECORDS KMP PLANNERS -Of) 869 1JflH T REVISIONS PER SEGALE REVIEW KP DCS 8L22/95 PLAN AND P9i !� ILE DCS 1/25/95 r, -•tc s -rc::, 'w� /�� W _l7 _ray P f2/OS/94 f2 /os /sa EXPIRES 11/22/96 EXPIRES B/2/96 SCIE\TIS'I.S I_Of) 1 -,l 0 11 F­' ERIP3A MLT DCS SHOWN JAN 15, 1996 1 40 1 4 OF 27 ,sv3o T • sCANNEH. 'OL 2,7 2005 �O 4 1 �7 3 Rlqmwi Ap- `S`e, S'o3"r SCANNED JUL 2 7 2001 OS R14NEWLL 17 3 0 I, C z � MH ERI -14 (60 ") c. - r it I MH ERI 10 _(60) _ STA 11+84 MH ERI -11 /60 ) STA 13+67 ,C v - STA 22 +29 / ?z I 2. -, J ! / -- m D V i i ... ilm .272 �. ..�z �` ,. ' Q 11� ,- la3 234 u U , 0. /^'\ __ - -_- y v � / , c MH/KRI -13 (60") .;° „' - BIZ T- v� i> S"'A 20 +19 . _ r P ry I'u= , CEEB EOL;IvALEN ki5,R EuUIteLE T U .011.E ;,B° SEYS'E= SADULE AND Sent W N F. 5" PVC A Q ^' •� M� Y c, PLUC ; - fP,CAC', R , Q y -, a '1 230 i v .. °' MH ERI -12 (60 ") j STA 18 +09 PLAN 280 HORZ. 1 ° =40' 275 270 0 _ - - 270 5 285 w I _ - 265. 260 w , 260 25 I x ti CrD 255 250 w x w 250 � w 245 I x - 245 I 240 s 240 235. &18 LF 24" PVC @ S= 0.00453 442 LF OF 24" PVC ® S= 0.00233 & - d -. _210 -_LF OF 24" PVC 5= 0.- OD25 -� - I 210 LF OF 24' PVC @ S= 0.0024 - - _ 14 LF OF 24" 230 FE 255.52 Qi �z FE 251.69 0 FE 244.15 PVC @ 5= 0.0021 & 0 TE 240.53 225 TE 236.95 IE 229.11 24" N IN TE 238.59 IE 230.04 24" NE IN TE 239.97 IE 231.78 24" NW IN IE 232.41 24" NW IN 225 IE 231.17 24" NW IN IE 231.68 24" SE OUT IE 232.31 24" SE OUT 0 IE 229.01 24" SE OUT IE 229.94 24" S OUT IE 231.07 24" SW OUT IE 232.41 IE & IN 220 IE 230.86 6" SW IN 6" CHANNEL ONLY DEPTH 8.7' , CHANNELSE & KNOCKOUTS ONLY IE 232.89 8" NE & SE IN K CHANNEL' & KNOCKOUT ONLY K T 8" CHANNELS &KNOCKOUTS ONLY DEPTH 8:4 DEPTH 6.9' 0 DEPTH 7.9' DEPTH 8.9' 1200 4250 1300 1350 9400 1450 1500 1550 9600 1650 1700 1750 1800 1850 1900 1950 2000 2050 2100 2160 2200 2250 2300 Pr's ^vFILE REVISED TO CONFORM T�CONISTRUCTION RECORDS Hoez.1 ° =40• _ CITY OF RENTON Rr' " ;a a9 - -70'�, /� EAST RENTON SEWER INTERCEPTOR RH2 ENGINEERING P.S. r DATE 82079.0 'CH" JI�iF'ICUULC l> 26879 R °a+axtgg9 SIGNED: f�NhL 16727 R 9 Ra +sxsat SIGNED: s r o0 Opp t t. � rndo. 1563 2011 p N.E. f PLAN AND PROFILE -' E�IJ�FtRl R d n. tri xw 2 REVISED PER CONST. RECORDS KM DCS 8 22 95 ENGINEER It d, -Od, rVoo oar P:or �r:�Er uvWP- i % °,tio� H 12/05/94 EXPIRES n 22/96 12/05/94 EXPIRES. B 2/96 SCIENrrsrs r_n61 as 0-11 i REVISIONS PER SEGALE REVIEW KP DCS 1/25/95 '.f \'J ! \T�- ERIP3A MLT DCS SHOWN JAN 1.5, 1996 1 40 1 5 of 27 Ap- `S`e, S'o3"r SCANNED JUL 2 7 2001 OS R14NEWLL 17 3 0 I, C 0 J-d p a i"D ,SCANNED) J01 9 200? 0 R,.LL 17 3 1 6 Pl CI it i I 1 STA �1 �0 - \ � , \ \, '� ' � ` � �. `' ,::'% � y '. ✓ 0 \ ; � "2\ I Follov� stabhzation ' \�� MH I -21 I b sloe �`� 1 disturbed "area to 2 Prevent erosion, °rof soil. � � 1ZT � \ \ r \ \\ X \ ,'' Q 41 a a , e � � A2 Y ME ERI -16 \�6 L2 ` L2 �. d I \ STA 2544 MH ERI -17 (60 "), r F :3_MH ERI :19 (60 ") ,\ a / Q .STA 29r+ � r � 2 STA 33-i -39 `\ l T i LLB ,. N y r Al % \ a l✓. MH ERI -15 /(60) / $ 2 / ' + MH ER 0) j � \ � 32 +2Fi . j 0 " r 1 0 o In "�I III 5_. / \ 1 " 300 PLAN MH ERI -20 XISTING - MH ERI -2 1 I HORZ. 1 ° =40' 295 250 w OF 21„ 290 245 w pVC' S °p -0448 290 TE 300.94 & 2135 295 240 I � � OwTO30D �° 280 235 _ IE 296.74 21" IN A TE 247.50 ® IE 296.64 21" OUT 275 230 n IE 241.21 21" NEE IN 0 4w DEPTH 4.3' 275 TE 238.01 � E 240.45 IE 241.11 21" SSW OUT E 232.81 21" N IN IE 234.30 21" N IN IE 242.95 6" SWW IN TE 300.01 270 225 I IE 234.20 21" S OUT 6" CHANNEL AND KNOCKOUT ONLY IE 293.01 21" NEE IN 270 IE 233.32 8" NWW IN IE 234.56 8" E IN DEPTH 6.4' � o� IE 292.91 21" SSE OUT 285 8" CHANNEL & KNOCKOUT ONLY 8" CHANNEL & KNOCKOUT ONLY DEPTH 7.1' 265 v DEPTH 5.3' DEPTH 6.3' ti 260 w w 2130 2350 2400 2450 2500 2550 2600 w x A 255 113 LF OF 21" 255 pVC C 5- 0.0067 250 � � I - _ 250 a w 245 w 261_ LF OF 21" PVC S= 0.0086 TE 255.00 245 x 240 A LF OF 21" PVC @ S= 0.01516 0 TE 249.90 IE 245.31 21" NNW IN IE 243.55 21" -NNW IN IE 244.31 21" SSE OUT 240 42 LF OF 21" PVC S =0.009 IE 243.45 21" SWW OUT DEPTH 10.7' IE 244.01 6" NE, 6" CHANNEL AND KNOCKOUT ONLY DEPTH 6.5' 230 2400 2450 25 2550 2600 2650 27 275 2800 2850 2900 2950 3000 3050 3100 3150 3200 - 32550 3300 3350 3400 3450 3500 i VROrILE REVISED TO CONFORM TO CON TRUCTION RECORDS HORZ.1 ° =40' �/-'.. ! CITY OF RENTON VERT. 1 " =10 / 111 e wise x usy"/P ATE EAST RENTON SEWER INTERCEPTOR RH2 ErlcwaRlNC P.S. '�� q, a s2.079 .o SCHEDULE B SI 3 156th, ee6879� Q16727 " t UU .PP t - I31Ao. PLAN AND PROFILE SIGNED: ec.st'sa\ SIGNED: F.. -MTCS III a. lc1 96051 2 REVISED PER CONST. RECORDS KMP DCS 8 22 95 I°IYAL 1'L: \ \F R� 1 o61 663 ' -e ..r,�_ a, n. 12/05/94 12/05/94 Al REVISIONS PER SEGALE REVIEW KIP DCS 1/25/95 _vca. 11,E ,,. r,;.�- s;�1 -T .. 111 p EXPIRES 11/22/96 EXPIRES 6 2'96 Sf1E \T Sfti -UEI I.,:3 OJ 11 -_., y j�. ,�'� _ +p; I, -r ERIP3A MILT )CS SHOWN JAN 15, 1996 40 1 6 OF 27 0 J-d p a i"D ,SCANNED) J01 9 200? 0 R,.LL 17 3 1 6 Pl CI ---------- -- - -- ---- S, 0--s' 0— e T-4' T 185 LF OF 21" G- 4' T — 4 °T MH ERI-21B (54" S'Fk, 9+73-D, 50.1 0 S, m NE 4TH ST NE 4TH ST o NE 4TH ST 51 8 7 J- 7 LOCAT�ON MAP REVISED TO CONFORM TO CONSTRUCTION RECORDS RH2 ENGIN RING P.S. Y DATE PROFILE VERT. 1" = 5' Ar,; 7- o -ro� o 4F SCAtit,4 2 7 ?001 ui t roivac � � E %PIRES 6 2 96 EXPIRES 11 22 96 PROFILE VERT. 1" = 5' ORfG NAL. SCALE (INCHES) 0 s—o 'GE SCANNED JUL 2 7 20Ui I E %PIRES fl 22 96 JNE 4TH ST NE 4TH ST NE 4TH ST 8 7 LOCAT�ON MAP PROFILE VERT. 1" = 5' REVISED TO CONFORM TO CONS ,5TRUCTION RECORDS 11 1 -RII'12 ENGIN �gERING P.S. DATE 2 ORIGINAL SCALE (INCHES) Ac' SCANNFO o 2001 4 k 1 IST SIGNED: 02/17/94 E %PIRES 8 2/96 ICU: 7/94 AN VIEW - HD -'I•. -20' x 16' w V TE 328.0 IE 12" OUT x n9 LF OF 12 YvC COREIDRILL, RECHAN EL & TE 327.0 IE 317.10 21" IN IE 317.80 12" IN IE 317.05 21" 01 DEPTH 9.95' 12" $D IE 320.9 0232 LF OF 21" PVC 1 0.0157 - - %J$5 18, 0 1900 19 0 20 0 2050 21 0 _- 2150 22 0 2250 Ww�- Z7 -s-aT eg are sr' xs axe.sr ....__ o ae arx sr ars sr xa srx sr 10 11 112 1314, 15 .. 1 LOGAT 00 MAP � PROFILE VERT. 1" = 5' REVISED TO CONFORM TO CO TRUCTION RECORDS qq C 0303 156th Avenue H.E. N2 ENGI ERING P.S. DATE Suite 200 opportunity Bldg. 0 1 2 ..ENGINEERS Redmond IVA 96052 O�4IGINAL SCALE (INCHES) ` =- 'RIANRERS (206) 669 1466 1 REVISED PER CONST. RECORDS KMP - ( - ) SCIENTISTS (206) 463 0241 NO. REVISION BY f SIGNED: 02/17/94 IED: 7/94 EXPIRES 1f 22 96 , wwp - :7- MIT aTfl,sr IR sTN sr 4m ST Ne 4TH sT 10 11 X112 13 14 15 �g = L OC ATT ON Map PROFILE VERT. 1" = 5' REVISED TO CONFORM T CON R CTION RECORDS 9 )jf��g6 3363 158th Avenue N.E. -RH2 ENGIN'ERING P.S. DATE Suite zoo Opportunity Bldg. 0 1 2 I.NGINEERS Redmond. OA 98052 ORIGINAL SCALE /INCHES �SLANNBRS (206)0691.1321 l ) SCIENTISTS (206) 453 0241 CITY OF RENTON EAST RENTON SEWER INTERCEPTOR -- 92.079 PLAN AND PROFILE 01 REVISED PER CONST. RECORDS KMP DCS 6/19/95 2 En.E ENG.. , "Erro SCALE DATE PLOT SHEET NO. REVISION BY REVIEW1 DATE ERI_P6 MLT DCS SHOWN NOV 28, 1995 20 11 � 27. SCANNED JUL 2 7 2001 3 "TL- N x S 0 MH ERI STA 28- SIGNED: 02/17/94 .2.. °�+aes�" le- SIGNED: `'�3rONAL' 02/17/94 E %PIRES 11 22 96 a I r� i i I ro Cony. PROFILE VERT. 1" = 5' 0 1 � ORIGINAL SCALE (INCHES) ,i,!L. ? ^3y�f tom' SIGNED: 02/17/94 E %PIKES 8/2/96 E %PIKES 11 22 96 ED. 7/94 -1 I 4" T-- Greenwood Cemetary Paved S. O _. 4 T 4" T Paved to Gate Paved T T ,2 Gam..— �..._� 11 S. l 1 PROFILE VERT. 1" = 5' REVISED TO CONFORM TO CONSTRUCTION RECORDS H2 ENGINEERING P.S, ����DATE i ORIGINAL SCALE (INCHES) CITY OF RENTON EAST RENTON SEWER INTERCEPTOR 92.079 6363156th Avenue N.E. PLAN AND PROFILE Suite 200 Opportunity Bldg. .. ENGINEERS Redmond IVA 96052 PIANNEES (206) 669 1466 1 REVISED PER CONST. RECORDS KMP DCS 6/1995 vac eNCa. Rwrweo SCALE DATE PLOT SKEET SCIENTISTS (206) 453 0241 N0. REVISION BY REVIEW DATE ERI_P6 MLT DCS .:SHOWN NOV 28, 1995 20 13 or 27 /a-&,u, S e, 1'G.?/fe SCANNED AIL 2 7 21i1P1 J I xe are sr � W Ore lV ME am sr ryEL4m ST Re Ore n % 10 11 12 13 14 15- �� LLOCAMN MAP PROFILE VERT. 1" = 5' REVISED TO CONFORM TO CONSTRUCTION RECORDS H2 ENGINEERING P.S, ����DATE i ORIGINAL SCALE (INCHES) CITY OF RENTON EAST RENTON SEWER INTERCEPTOR 92.079 6363156th Avenue N.E. PLAN AND PROFILE Suite 200 Opportunity Bldg. .. ENGINEERS Redmond IVA 96052 PIANNEES (206) 669 1466 1 REVISED PER CONST. RECORDS KMP DCS 6/1995 vac eNCa. Rwrweo SCALE DATE PLOT SKEET SCIENTISTS (206) 453 0241 N0. REVISION BY REVIEW DATE ERI_P6 MLT DCS .:SHOWN NOV 28, 1995 20 13 or 27 /a-&,u, S e, 1'G.?/fe SCANNED AIL 2 7 21i1P1 �1 1" SIGNED: 02/17/94 EXPIRES 8/2/96 —qwwwwa7 UZ1711a4 EXPIRES 11 22 96 ?" a G wwp •1�- sroT � g�g M M s[ ' ue 47 s7• o ars 4773. 7 are sr ne 4773 w i�10 11 112 1314-p 15 z LOCATION MAP lac � 0 40100 40'150 4100 4 PROFILE VERT. 1" = 5' REVISED TO CONFORM TO CONSTRUCTION RECORDS c �&/ 6363 168th Avenuu N.E. RH2 EN ERING P.S. DATE s.uo 200 Oppo�3��s1y Bldg 0 1 2 ENGINEERS Redmmd IVA 90052 ORIGINAL SCALE (INCHES) (zos) 669 1466 SCIENTISTS (206) d53 0241 8 "Ow I ziof ri. I A • 7 FA I ,4 r/ ; .5"- 0.'03 /.S' SCANNED JUL 2 7 2001 SIGNED, 02/17/94 (ED: 7/94 E %PIRES 11 22 96 S. O SEE DI Paved Paved rvM►p- l� -sos z !i M 4 �6. 6T H� « M 4TH n 10 11 12 1314 15 -- -' LOCATa ON Map r ) S. O SEE DI Paved Paved SUPPORT DURING 1 Al OF 24" CLAY ® 0.047 Zh TE 378.71 TTTFFE 3� 43 21" IN D OP- CONNECTI0 363.33 21" OUT 1 371.20 8" IN DEPTH 15.9' I 364.68 8" OUT IE 362.86 21" IN IE 362.76 -21 "GUT - D PTH 16.0' ■ PROFILE VERT. i" = 5' REVISED TO CONFORM TO CON RUCTION RECORDS C 9363 156th Avenue N.E. ENGI(J ERING P.S. PATE Swtd 200 oPPo,wmty Bldg. D 1 2 .ENGINEERS Rrdmodd WA 90052 ORIGINAL SCALE (INCHES +PLANNERS (206) 669 I406 SCIENTISTS (206) 453 0241 w CITY OF RENTON EAST RENTON SEWER INTERCEPTOR 92.079 PLAN AND PROFILE 1 REVISED PER CONST. RECORDS KMP DCS 6/19/95 PIE ENGR. Rh"EI ED SCALE DATE a�or seECr N0. REVISION BY REVIEW DATE ERI_P6 MET DCS SHOWN NOV 28, 1995 20 15 0 27 SCPNNED tIT- rvM►p- l� -sos z M 4 �6. 6T H� « M 4TH n 10 11 12 1314 15 -- -' LOCATa ON Map SUPPORT DURING 1 Al OF 24" CLAY ® 0.047 Zh TE 378.71 TTTFFE 3� 43 21" IN D OP- CONNECTI0 363.33 21" OUT 1 371.20 8" IN DEPTH 15.9' I 364.68 8" OUT IE 362.86 21" IN IE 362.76 -21 "GUT - D PTH 16.0' ■ PROFILE VERT. i" = 5' REVISED TO CONFORM TO CON RUCTION RECORDS C 9363 156th Avenue N.E. ENGI(J ERING P.S. PATE Swtd 200 oPPo,wmty Bldg. D 1 2 .ENGINEERS Rrdmodd WA 90052 ORIGINAL SCALE (INCHES +PLANNERS (206) 669 I406 SCIENTISTS (206) 453 0241 w CITY OF RENTON EAST RENTON SEWER INTERCEPTOR 92.079 PLAN AND PROFILE 1 REVISED PER CONST. RECORDS KMP DCS 6/19/95 PIE ENGR. Rh"EI ED SCALE DATE a�or seECr N0. REVISION BY REVIEW DATE ERI_P6 MET DCS SHOWN NOV 28, 1995 20 15 0 27 SCPNNED tIT- SIGNED: 02/17/94 WD: 7/94 EXPIRES 11 22 96 O 8" SS —o 4" T -- —4" T SS--- A 400 IF OF 24" CLAY Y, P Q wwp -j � x 6 I 1 A. 1 —. NB affi 3[ -- I 11 8T 4M sf n 4M Sf f 16 17 18 19 X20 .I�21 LOOG°aTi lOf I i i J , —4" T SS--- A 400 IF OF 24" CLAY Y, P Q wwp -j � x 6 i 1 —. NB affi 3[ -- �NC sTR 3f 11 8T 4M sf n 4M Sf f 16 17 18 19 X20 .I�21 LOOG°aTi lOf MAP —4" T SS--- A 400 IF OF 24" CLAY Y, P Q wwp -j � x 6 ,f �1 wwp -j � x 6 ,f �1 1 —. NB affi 3[ -- �NC sTR 3f - NB aTT1 8T 4M sf n 4M Sf f 16 17 18 19 X20 .I�21 LOOG°aTi lOf MAP W Eo 12 "SD C, MUKL. 1 = LV MH ERI -38A I —4 °_T I 4" &f', P DEEP SECTION \, LF 1OF 30" STEEL - 24" HD E ® 0.0119 IE 366.28 1" IN IE 366.18 21" OUT DEPTH 311 --------- 50 49p0 4950 50 0 -- — 5050. PROFILE VIEW REVISED TO CONFORM VERT. 1" = 5' TO CONSTRUCTION RECORDS _ �W l let C lb7 i 6363 15ucn A�e.»,e ALF, H EN ERINC P.S DATE Suite 200 Opportunity Bldg. 0 1 2 1 V "INFERS Redmm.d IVA 98052 ORIGINAL SCALE (INCHES) ff�-SCJSNITIRR (206) 653 o2h� ,f �1 MUKL. 1 = LV MH ERI -38A I —4 °_T I 4" &f', P DEEP SECTION \, LF 1OF 30" STEEL - 24" HD E ® 0.0119 IE 366.28 1" IN IE 366.18 21" OUT DEPTH 311 --------- 50 49p0 4950 50 0 -- — 5050. PROFILE VIEW REVISED TO CONFORM VERT. 1" = 5' TO CONSTRUCTION RECORDS _ �W l let C lb7 i 6363 15ucn A�e.»,e ALF, H EN ERINC P.S DATE Suite 200 Opportunity Bldg. 0 1 2 1 V "INFERS Redmm.d IVA 98052 ORIGINAL SCALE (INCHES) ff�-SCJSNITIRR (206) 653 o2h� f � J , - - 5100 51 0 CITY OF RENTON EAST RENTON SEWER INTERCEPTOR $ «, - - -- 192.079 PLAN AND PROFILE 2 ADDITIONAL CONST. RECORDS SLR DCS 11/21/95 1 CONST. RECORDS KMP DCS 6/19/95 rae INCR. 1111WEO scALE DATE PLOT S-1 ERI_P7 MLT DS SHOWN JAN 17, 1996 20 F1 6 aF 27 NO, REVISION BY REVIEW1 DATE foCANNEO JUL 2 7 2001 — toIST 4x° SIGNED: 02/17/94 EXPIRES 8 2 96 FED: 7/94 ,., B" SS 8" SS't8°`SS —(� h�— ° v B ric 01 ... .- —MH ERI —I 0 PLAN l41EVV .ss�.a�,.a»c.ux. s.... n,�_:.,.s. ..�an,ruura,.sscv =wwarweu =rvseuaaan.R HORZ = 20' ivb� - ---- spi�anE�^nau- wa °wa. - - 400 W ( 341v5S,,.fK':At + iWS' . 54Y% tiSN. eTT... ftiP��pry$�8491 \4�wu'"61L8'4�llyyy libi \vTUwil.� i ® DEEP rr wwp•27P—Jvy o i 5460 5500 i I I B ric 01 ... .- —MH ERI —I 0 PLAN l41EVV .ss�.a�,.a»c.ux. s.... n,�_:.,.s. ..�an,ruura,.sscv =wwarweu =rvseuaaan.R HORZ = 20' ivb� - ---- spi�anE�^nau- wa °wa. - - 400 W ( 341v5S,,.fK':At + iWS' . 54Y% tiSN. eTT... ftiP��pry$�8491 \4�wu'"61L8'4�llyyy libi \vTUwil.� i ® DEEP rr wwp•27P—Jvy o < 5460 5500 5550 I n 499 ST NE AM 31' M AM 31' 4T11 9T NE 4TH Sf j G 16 17< 18 192® 21 � �Oo ° �IOf MQp PROFILE VIEW REVISED TO CONFORM W 4" W TE 40-0:- A IE 371.04 21" IN IE 370.9 21" OUT DEPTH 2c.25' G 5350 5400 5460 5500 5550 PROFILE VIEW REVISED TO CONFORM VERT. 1" = 5' TO COONSTRUCTIO .R�ECO�RDS /q(, C/ 6363 ISM Avenue N.E. RH2 ENGINEERING P.S. DATE Suite 206 Opportunity Bldg. D 1 2 FR61NEtN S Redmond, IVA 96652 ORIGINAL SCALE INCIitS` / 'PLA6`NCRS SCIENTISTS (266) 869 tA6a (206) 453 0241 M' Q2 414 LF O� 30" STEEL — 24" HDPE 0 0.00461 1 - -- - - -- X65 - 5600 5650 CITY OF RENTON EAST RENTON SEWER INTERCEPTOR 192.o7s PLAN AND PROFILE 02 ADDITIONAL CONST. RECORDS SLR DCS 11/21/95 Ql CONST. RECORDS KMP DCS 6/19/95 F11E INGR. REIOED SCALE =ATE 'LOT S EET NO. REVISION BY REVIEW DATE ERI_P7 MET DS SHOWN JAN 17, 1996 20 17 a 27 SCMKED JUL 272001 ,i.�-6cra>'sR ♦� SIGNED: tofva� 02117194 �--� EXPIRES 6/2/96 I I 3. AND I ytidoy * +ar,�s 1 26879 � talST g \ SIGNED: [405 02/17/94 EXPIRES 11/22/96 1400 w -395 390 IV,, G 385 380 TE 391.25 A IE 373.05 21" IN IE 372.95 21" OUT DEPTH 18.3' 375 370 5750 5800 5850 C CONFORM p���� C REVISED TO CONFORM "a 4T s $ Re +rx sr ' xe ar6 s ae +rR fir xe 4. s TO CONSTRUCTION RECORDS . ' 16 17' 18 19 20 ;21 r ��, L ^ CAMA MAP a 3 'Rfi2 ENGIN�ERIWG ?.S i ' DATE Oz 369 LF OF 30" STEEL — 24" HDPE @ 0.00289 5900 5950 6000 PROFILE VIEW VERI i" = 5' �i(X1lXXkl VYWJ.T 6'${T 1'61i Ar. its 0U (1F pi EN(I\FERY 1 ar 1fa "rMENTIST.1 4-1). I11:1 ROLL 173 0118 6050 405 400 cv 395 w x 10" w 385 0 TE 389.37 IE 374.17. 21" IN IE 374.12 15" IN 3% IE 374.17 21" OUT DEPTH 15.2' 370 Ginn 615n SCANNED �R w E PLAN VIEW MH ERIRZi'' = 20 �— EXISTING MH 19 390 Al TE 390.0 IE 375.86 15" IN .,, TE 389.6 IE 378.7 15' OUT IE 375.76 15" OUT 4' , 12° w 12' w 385 DEPTH 14.2' 12° so MH ERI -42 SHALLOW 380 SECTION �39 if, OF15'Al 0 @ 0.0254 ® PVC �� 011 37 .... _.. .5_ O'iLT 6" w DEEP SECTION — C CONFORM p���� C REVISED TO CONFORM "a 4T s $ Re +rx sr ' xe ar6 s ae +rR fir xe 4. s TO CONSTRUCTION RECORDS . ' 16 17' 18 19 20 ;21 r ��, L ^ CAMA MAP a 3 'Rfi2 ENGIN�ERIWG ?.S i ' DATE Oz 369 LF OF 30" STEEL — 24" HDPE @ 0.00289 5900 5950 6000 PROFILE VIEW VERI i" = 5' �i(X1lXXkl VYWJ.T 6'${T 1'61i Ar. its 0U (1F pi EN(I\FERY 1 ar 1fa "rMENTIST.1 4-1). I11:1 ROLL 173 0118 6050 405 400 cv 395 w x 10" w 385 0 TE 389.37 IE 374.17. 21" IN IE 374.12 15" IN 3% IE 374.17 21" OUT DEPTH 15.2' 370 Ginn 615n SCANNED �R w E SIGNED: %� 02/17/94 EXPIRES 8 2 96 3. ANIj� ao 26879 AacrsTaneO tit SIGNED: 02117194 EXPIRES 11 22 96 wwoo— d9 —'+aT PROFILE VIEW REVISED TO CONFORM VERY. 1' = s' RE « _ - -- TO—CONSTRUCTION RECORDS ' -- — 8311:1 d l I s 9 0 °.. �F- ® 0 'G� 1D 17< 18 19 ti .11 <.a. R INEH�NG P.S. DATE LOCAMA Map 2 f(IRS 1'061 669 11x6 Q ti(1ENTI5 \TfSI'ti 1 206l lii 11211 R k LL 17:3 0�'19 SCANNED JUL 2 7 2001 IV t Z , I E Ir II � F I' 32 t r II __. — _ I a T- -- -- -==r.4 T a• ; '' kt^r^ � 7'� MR A ERI -44 �tl I - - Q STA: a NE 4TH ST S o d 355 LIB OF 24° o o a 0 I b eH-, I B W -�+.- 8 r a.�T-- � --.ra. I - � �'.:,. T �,I., .. T,I�', >I ,I� �, � ,tea . . T i. I .I „ ..�.., 8" W T I 4 7 '• G t o _ i I{liu� fit iiYY .naR�cisTSes° SIGNED: toxpt 02/17/94 lh: rmt'EaI� al . ^ ^�I =I M. pI sl II I��I� III! 111�I I a" O PLAN VIEW .q}, zs3s73a HORZ. i 20 ",tc�Rg °IeT8R8� SICNED: °f07lAL �' 0211794 FMH ERI -44 -. - 40.5........ Y47 G a° T ,v." G ....:..:.405- ,2' W W :an° T 400 SUPPORT AND PROTECT 400 DURING CONSTRUCTION 8 "S SmI0500318 395 _ 395 DEEP SECTION - — 390 390 385 TE 406.72 Q 385 IE 376.72 21" IN IE 376.62 21" OUT 380 DEPTH 30,1' - - 355 LF OF 30" STEEL - 24" HDPE 0.00281 375 0 375 6700 6750 6800 6850 6900 6950 7000 7050 7100 715 AM Z PROFILE VIEW CITY OF RENTON REVISED TO CO., VERT- 1" = 5• EAST RENTON SEWER INTERCEPTOR ° 16 17-1 a18 19 L V ��G1 �O CONSTRUCTION RECORDS sz.o7s R� 4T �L,� i -i l �' 1 �� 8 to 3 Sir i ♦ E. ��� PROFILE H2 ENGIR RING P.S � DATE -r 00 °tr I ' QZ ADDITIONAL CONST. RECORDS SLR DCS 11/21/95 p o z eu tXttit. I _d t Ira 980 f� \J J1�1 U �O V MAP eta ee 0,1 869 1188 A - 6/19/95 scIeAEP'.S Inoel I:,s o.tlI � CONST. RECORDS KMP DCS FIR MLT DS SHOWN JAN ,7, 1996 20 20-27 ✓p-+3 : -S' crxv 3 r' /7 SCAnhED JUL 2 7 2001 ROLL 17'3 0 2 0 SIGNED, 02117194 EXPIRES 8/2/96 0 PLAN VIEW 26879 HORZ I' = 20' I.T0 SIGNED, 02117194 [—MH ERl--45 DEEP EXPIRES 11L22/96 101 SECTION m H ERI-46 F 400 1W G 12" w 395 DEEP SECTION 390 TE 400.14 Qt 385 TE 404.87 EE 878.64 24" IN- IE 377.82 21" IN IE 378.59 24" OUT IE 377.72 21" OUT IE 380.00 12" IN DEPTH 27.2' DEPTH 21.6' I I I EBT A 267 LF OF 30" STEEL - 24" HDPE @ 0.0028 i8 H oF 30" ST 375 7150 7200 7250 7300 7350 7400 7450 7500 7550 PROFILE VIEW REVISED TO CONFORM VERT. 1" = 5' R .4— o xe a s s Re ars sr Re srx s TO UCTION RECORDS 15 83 1,61t, A—,,, NJ- 16 17-� 18 19 �20 -.21 (� -, A ( / -- � 1, 1 1/! �� DATE ADDITIONAL CONST. RECORDS ENGINEER, 1 11 WA 9M�,� HANNERS (2061 11,59 U811 I CONST. RECORDS LOCAT�04 MAP 71frSMENTISrS W010 1-53 o .1 1 7600 C ACAMP CITY OF RENTON EAST RENTON SEWER INTERCEPTOR 9 PLAN AND PROFILE 5 5 'It 11 .T IERI—P7 I MLT I CS SHOWN JAN 17, 1996 20 21 of 27. 315 - - -. -. -.. -. _.. -..- -. _.... - _ -_ _. 315 .'LAN VIEW EXISTING GRADE\ HORZ. 1' = 50' co 310 0 305 305 - ...... �- - j r. 300 PROPOSED GRADE x , °' 300 295 l - ' - -.. -r 0 295 290 ` _ - - - - 12 v 290 �•° _ - 5 1F �Q TE 14 48 255 O7 - -�. - 12 / I p_. z INSIDE DROP _ONNECTION -� m, 280 / TE 294.76 IE 299.15 12 IN PVC ®0.0341 i ...n- -_�- -� OF 12" IE 288.8_6 12" IN IE 29910 12 W / / _ - Q320 LF IE 296.48 12" OUT ._...m_ ��•�� 1E 288.36 12" OUT 275 ,_...,�.�, - -. _... __ _ _ _.- - -... -.. . _ -.... - _.. . • _ DEPTH 6.4' DEPTH 18.0' �•--�• � 0 0313 4 OF 12" PVC 0 TE 284.45 7.45 270 w � / - _. _ . - .,=° 23 � IE 277.45 __i2" IN . r4 I i O 285 p_03756 PVC O m913 TE c76.95 12" OUT STING 18 78 / _�_ OF 12, PVC 198.6 LF- OF 12" © TE 278.23 DEPTH 7.5' 189 D IE 269.63 12" IN EX[ MH .,2801.- --- --.. .--- ---- -....._. - OTE._.271.73___. -. IE 269.53 12* OUT - - MH MWD -7� ii IE 265.73 12" IN DEPTH 8.7' 255 i z 153 LF OF 12" PVC ®0.0145 TE 266.00 IE 265.73 12" OUT ® Q0545 IE 258.63 12" IN DEPTH 6.0' i z5o 12 PVC TE 262.21 IE 258.53 12" OUT 251.7 Iy OF IE 256.31 12" IN KNOCKOUT IE 258.30 8" NW EXISTING MH 18 -79 - IE 256.21 12" OUT DEPTH 7.5 TE 316.6 ( APPROX) 245 � DEPTH 6.0' DEPTH 12.92 ( APPROX) -- _ .210, - 235 TE 300.5 ( APPROX) - 230 IE 292.1 12' IN DEPTH', 8.4' ( APPROX) - 225 IM 18 LF OF 21" PVC @ 0.0020 0 50 100 150 200 250 300 350 400 450 500 550 Soo 550 700 750 Boo 550 900 950 1000 1050 1100 vao 1200 1250 1300 1350 mw 1450 J �p PROFILE CITY OF RENTON REVISED TO CONFORM og H sp �� ' ? ?�D oA� aRt. .s vERr. 1' = s• EAST RENTON SEWER INTERCEPTOR TO CONSTRUCTION RECORDS m9 F 192.079 PLAN AND PROFILE ^� 16727 26879 nsnz t Rt 1 t_E. \/ RH2 ENGINEERING P.S. DATE e o x MAPLE WOOD O ®® DI V Ei�SI�N e. s e as s -t 00 �vt .I I'' rlla" aP REVISED PER CONST. RECORDS KM DCS 8/22/95 ars :sa `ys SIGNED ^3 t SIGNED: F�I;ItFfNti r, t a F� Sao _ Ig7pI, E1f•' ,: E�ri rz•n r•co scn�� - ��rE 02/18/94 02/18/94 1 L.0 \ERS I D1jI nr3 e en,I 0 CHANGE ORDER NUMBER 1 PAR JG 9/22/94 �u- °1 d. !�O'1 SCIF \TI:TS I -��il .1 ,:S o'_J 1 oI { ✓ a7 E%PIRES 8/2/96 E%PIRES 1I /zz /ss s ;.;. ^�' 1: >.r. 'r; I`-' t ERI -P9 --FT KJA SHOWN DEC 12, 1995 50 22 of 27 4' r 5- ° -r',3 SCANNED JUI 2 7 2001 2 173 0 2� 7 ` H MWD 6 ) 1 MH DIA > ', ® MWD- " " T C 13 +414 0 ; RT. STA C 10 +24, 0 T' N 178386.13 u = �'z ,_N 178452.44 E 1668487.93 rl 68177.10 _ N. �� , - 12/ LF OF 12" N j r I ° j- EXISTBJG MH 18 STA C 14 +59, 2 178445.35 ��I f E 1668607.78 T j f j oc x -7 60' CC114 +62 / FILL PORTION OF j REGRADE. MAX 2:1 SLOPE STA % o° 1I 178420.96 opt„ E 1668608.58.4 © MH MWD-4 48" DIA) y 4e �d i `\ CUT PORTION OF FROM 8' WIDE BENCH. > r A C 7 +92, 0 RT. " REGRADE. MAX 2:1 APPROX 12,000 CUBIC N 178157.95 _ SLOPE FROM 8 WIDE YARDS +- 15 %. SEE SHEET 3 FORT ERI 5 ,DETAILS 1 r © MH MWD -3 48" DIA E 1668139.49 L 'zv BENCH. APPROX 18,000. (TYPICAL BOTH SIDES CUBIC YARDS + 15 %. OF BENCH ) E)6STING MH 18- z STA C 14 +80, 35 11 ' MH MWD -1 48" DIA 4 MH MWD -2 8" DIA A STA C 5 +94, 0 RT. N 178103.73 4 ` I - �" _ (TYPICAL BOTH SIDES.' OF BENCH) N 166861 56 E 1668613.66 STA C 2 +52, 0 RT. I STA C 4 +0 , 0 RT.I N 17 034.49 E 166 771.62 E 1667948:38 I ii Cam; f E 1667639.95 = 1 7 '3 � N 74d0_ 9 9r- " E 19>8... / 12 © N dBo 6Oo o cn -'`3" B N 89 ° � I° I = rf3 St p 2 2 �� 9 50° n c tea. �,�i �Ih y T m, - , - - 1 .PROPOSED 12" IN FILL 1 SECTION STA B 10 +17 = STA C 0+00 L� 9 OO -B EXISTING SURFACE PROVIDE A FIRM _ COMPACTED FOUNDATION WHEN LAYING PIPE IN FILL SECTION. 8 $D -B - -- - FILL SECTION DETAIL --- - -- - - NOT ,,TO SCALE 315 - - -. -. -.. -. _.. -..- -. _.... - _ -_ _. 315 .'LAN VIEW EXISTING GRADE\ HORZ. 1' = 50' co 310 0 305 305 - ...... �- - j r. 300 PROPOSED GRADE x , °' 300 295 l - ' - -.. -r 0 295 290 ` _ - - - - 12 v 290 �•° _ - 5 1F �Q TE 14 48 255 O7 - -�. - 12 / I p_. z INSIDE DROP _ONNECTION -� m, 280 / TE 294.76 IE 299.15 12 IN PVC ®0.0341 i ...n- -_�- -� OF 12" IE 288.8_6 12" IN IE 29910 12 W / / _ - Q320 LF IE 296.48 12" OUT ._...m_ ��•�� 1E 288.36 12" OUT 275 ,_...,�.�, - -. _... __ _ _ _.- - -... -.. . _ -.... - _.. . • _ DEPTH 6.4' DEPTH 18.0' �•--�• � 0 0313 4 OF 12" PVC 0 TE 284.45 7.45 270 w � / - _. _ . - .,=° 23 � IE 277.45 __i2" IN . r4 I i O 285 p_03756 PVC O m913 TE c76.95 12" OUT STING 18 78 / _�_ OF 12, PVC 198.6 LF- OF 12" © TE 278.23 DEPTH 7.5' 189 D IE 269.63 12" IN EX[ MH .,2801.- --- --.. .--- ---- -....._. - OTE._.271.73___. -. IE 269.53 12* OUT - - MH MWD -7� ii IE 265.73 12" IN DEPTH 8.7' 255 i z 153 LF OF 12" PVC ®0.0145 TE 266.00 IE 265.73 12" OUT ® Q0545 IE 258.63 12" IN DEPTH 6.0' i z5o 12 PVC TE 262.21 IE 258.53 12" OUT 251.7 Iy OF IE 256.31 12" IN KNOCKOUT IE 258.30 8" NW EXISTING MH 18 -79 - IE 256.21 12" OUT DEPTH 7.5 TE 316.6 ( APPROX) 245 � DEPTH 6.0' DEPTH 12.92 ( APPROX) -- _ .210, - 235 TE 300.5 ( APPROX) - 230 IE 292.1 12' IN DEPTH', 8.4' ( APPROX) - 225 IM 18 LF OF 21" PVC @ 0.0020 0 50 100 150 200 250 300 350 400 450 500 550 Soo 550 700 750 Boo 550 900 950 1000 1050 1100 vao 1200 1250 1300 1350 mw 1450 J �p PROFILE CITY OF RENTON REVISED TO CONFORM og H sp �� ' ? ?�D oA� aRt. .s vERr. 1' = s• EAST RENTON SEWER INTERCEPTOR TO CONSTRUCTION RECORDS m9 F 192.079 PLAN AND PROFILE ^� 16727 26879 nsnz t Rt 1 t_E. \/ RH2 ENGINEERING P.S. DATE e o x MAPLE WOOD O ®® DI V Ei�SI�N e. s e as s -t 00 �vt .I I'' rlla" aP REVISED PER CONST. RECORDS KM DCS 8/22/95 ars :sa `ys SIGNED ^3 t SIGNED: F�I;ItFfNti r, t a F� Sao _ Ig7pI, E1f•' ,: E�ri rz•n r•co scn�� - ��rE 02/18/94 02/18/94 1 L.0 \ERS I D1jI nr3 e en,I 0 CHANGE ORDER NUMBER 1 PAR JG 9/22/94 �u- °1 d. !�O'1 SCIF \TI:TS I -��il .1 ,:S o'_J 1 oI { ✓ a7 E%PIRES 8/2/96 E%PIRES 1I /zz /ss s ;.;. ^�' 1: >.r. 'r; I`-' t ERI -P9 --FT KJA SHOWN DEC 12, 1995 50 22 of 27 4' r 5- ° -r',3 SCANNED JUI 2 7 2001 2 173 0 2� 7 EXISTING PAVEMENT CROSS SECTION, VARIABLE (APPROX. 6" CONCRETE) REMOVE TO GRADE- CONCRETE PAVEMENT PAY LIMIT = 18 FEET EXISTING DRIVING APPROX. APPROX. SURFACE EXISTING GRADE VARIES MAXIMUM TRENCH WIDTH AT SURFACE VARIES TO EXISTING APPROXIMATELY v+'t °�Kf 4 `t ® t • tl N t Nt�N.t� r z's`" ii ' d" ts`s'ia�+` . :ts5tit. °i :'wza_<e3'w_il•'_:" +9S <r 3i�e!.as.°>s`+�tae9� *s_eL.*e'*; DEPTH 8" ACP ► ► 1 ON BOTH SIDES SAW CUT 3" ° ON BOTH SIDES N.E. 4TH STREET TRENCH BACKFILL. CONCRETE PAVEMENT RESTORATION SEE TRENCH DETAILS. NOT TO SCALE N.E. 3RD STREET STATION 55 +753 TO 74 +50_D SECTION 5 -04 61 +59_D O'RT TO 61+68_D 24' LT SECTION 4-06 74 +29_D 0 RT TO 74+31D 24' LT STATION 16+15D TO 23 +45_D CRUSHED ROCK RESTORE CURB AND CUTTER HYDROSEED ALL DISTURBED UNIMPROVED AREAS ¢ PAVEMENT o J PAY LIMIT = 7 FEET ° o z sm M CURB AND GUTTER EXISTING TRANSVERSE 12 EXISTING LONGITUDINAL APPROXX 6 FEET �� a 16 w EXISTING GRADE I CONSTRUCTION JOINT Ij 11 1NSTATC C TRTFTJOINTS _ EVERY 12' MAXIMUM PER MAXIM DETAIL 1 INSTAII DOWFIS PER nFral i2 /- INSTALL LONGITUDINAL CONSTRUCTION r -AWED GROOVE, ?" WIDE (MIN) CONCRETE PANEL , / AND ?" WIDE (MAX). FILL JOINT WITH RUBBER ASPHALT FILLER IAX D 3" TIE BARS ACP PAVING #5 X 30" ON 18" CENTERS LONGITUDINAL CONCRETE /ACP_ CONSTRUCTION JOINT DETAIL JOINT DETAIL NOT TO SCALE NOT TO SCALE SAWED GROOVE, ?" WIDE (MIN) SAWED GROOVE, ?" WIDE (MIN) AND ?" WIDE (MAX). FILL JOINT AND ?" WIDE (MAX). FILL JOINT TO WTHIN APPROXIMATELY ?" TO WITHIN APPROXIMATELY ?" OF SURFACE OF SURFACE D 4 D D/2 DOWEL 1 ?" X 18" ON 12" CENTERS TRANSVERSE TRANSVERSE CONSTRUCTION JOINT DETAIL CONTRACTION JOINT DETAIL NOT TO SCALE NOT TO SCALE MAXIMUM TRENCH WIDTH AT THE SURFACE OPEN CUT SECTION DEPTH WIDTH d > 12' 8.5' 8' < d < 12' 7' d < 8' 6' DEEP SECTION MANHOLES /BORE PITS ALL DEPTHS 12' REVISED TO CONFORM TO CONSTRUCTION RECORDS 'T2H2 ENGINEERING P.S. DATE PROVIDE 3" ACP J ` ' „ %'Y�' �• PROVIDE 6° ?' MINUS CRUSHED ROCK SELECT BACKFILL N.E. 3RD STREET SEE TRENCH DETAIL SECTION 5 -04 NOT TO SCALE SECTION 4-06 =PIPE BEDDING STATION 16+15D TO 23 +45_D CRUSHED ROCK RESTORE CURB AND CUTTER HYDROSEED ALL DISTURBED UNIMPROVED AREAS ¢ PAVEMENT o J PAY LIMIT = 7 FEET ° o z sm M CURB AND GUTTER o =CONCRETE PAVING APPROXX 6 FEET �� a 16 w EXISTING GRADE I MATERIAL SPECIFICATION TABLE MATERIAL TECHNICAL SPECIFICATION SELECT BACKFILL SECTION 7- 17.3(3) ACP (CLASS B) SECTION 5 -04 _ a1: ATB SECTION 4-06 =PIPE BEDDING SECTION 7- 17.3(1)C CRUSHED ROCK SECTION 4 -04.2 TRENCH DAM SECTION 7- 17.3(1)E M CURB AND GUTTER SECTION 8 -04 =CONCRETE PAVING SECTION 5 -05 ,�y�- 04 waeA ti mo.`s .raA.c� aA F ,mpg, 16727 "A QgCfSTEBp'9 �I�IlAL�� Ty 3. ANIj� .CVSq R 6Y `e °A ~Q.�SO APPROXIMATELY J 8” ACP SAW CUT 3" DEEP ON BOTH SIDES PROVIDE 3° ACP APPROXIMATELY J 8" ACP SAW CUT 3" DEEP J ON BOTH SIDES PROVIDE 3" ACP _-t— SAW CUT 3" DEEP ON THIS SIDE 3' DEPTH PAVEMENT PROVIDE 3° ACP GRIND ON THIS SIDE \-- PROVIDE 3° ATB 12" PROVIDE. 6' ?" MINUS CRUSHED ROCK - SEE TRENCH DETAIL N.E. 3RD STREET NOT TO SALE STATION 10+59D TO 15+84D PAVEMENT PAY LIMIT = 15 FEET 3 FEET �— MAXIMUM TRENCH WIDTH AT SURFACE 3 FEET 44" 1 DEPTH AS REQ'ID BY ENGINEER EXISTING GRADE ` 3° DEPTH PAVEMENT GRIND ON BOTH SIDES PROVIDE 3" ATB SEWER TRENCH DAM NOT TO SCALE t--- MAXIMUM TRENCH WIDTH AT SURFACE-1 NOTE: TRENCH DAMS ARE REQUIRED TO PREVENT GROUND WATER MIGRATION THROUGH THE PIPE BEDDING DURING AND AFTER CONSTRUCTION. INSTALL DAMS AT LEAST EVERY 300 FEET OR AS DIRECTED BY THE ENGINEER. IMPERMEABLE MATERIAL PER SPECIFICATIONS. DAMS SHALL BE 4' IN LENGTH ALONG THE PIPE. I-- A FIRM FOUNDATION FOR THE SEWER PIPE- PAVE MENT CROSS SECTION, SEE PAVEMENT RESTORATION DETAILS. NATIVE BACKFILL OR SELECT BACKFILL IF REQUIRED BY ENGINEER. SELECT BACKFILL REQUIRED FOR MAPLE VALLEY HIGHWAY CROSSING AND CROSSINGS OF NE 3RD AND NE 4TH STREETS. SEWER PIPE. �— PIPE BEDDING MATERIAL. FOUNDATION MATERIAL, IF REQUIRED BY ENGINEER. TYPICAL TRENCH SECTION - OPEN CUT SECTIONS NOT TO SCALE HYDROSEED 4" TOP SOIL L PROVDE 6° ?° MINUS i CRUSHED ROCK _ PROVIDE SELECT BACKFILL x - - 8" ?" MINUS CRUSHED ROCK SEE TRENCH DETAIL >;=' MAPLE VALLEY HIGHWAY, N.E. 3RD STREET, COMPACT TO 90% AND N.E. 4TH STREET CROSSINGS SEE TRENCH DETAIL MAXIMUM DRY DENSITY NOT TO SCALE MAINTENANCE ACCESS ROAD MH ERI -2 TO MH ERI -4 STATION 1T TO TO 3 D 29 ��� 15 +84_D 26' RT TO 16 +15_D, NOT TO SCALE 2T +i6J.1 5'LT TO 27 +23� 29'LT, STATION 2 +10-B TO 6 +00-B 45 +79_D 5'RT TO 45 +79_ 27'RT 61+68D 31 D 24 T TO 61 +34 D 54'Li PAVEMENT PAY LIMIT = 10' MAX. 74 +3T� 24'LT TO 74 +3411 54'LT < 2" ACP `o PAVEMENT PAY LIMIT = 12 FEET o v EXISTING GRADE ° VARIES �-- MAXIMUM TRENCH WIDTH AT SURFACE -{ VARIES ° EXISTING ACP 77 4" MINUS CRUSHED ROCK 3° DEPTH PAVEMENT hk GRIND ON BOTH SIDES SEE TRENCH DETAIL x Yd ' PROVIDE 3" ATB - r .;, PROVIDE 6° MINUS NORTH SIDE MAPLE VALLEY HIGHWAY TO MH ERI -2 ?° \ CRUSHED ROCK NOT TO SCALE \ \_ STATION 0 +86_B TO 2 +103 CITY OF RENTON N.E. 4TH STREET SEE TRENCH DETA L NOT TO SCALE EAST RENTON SEWER INTERCEPT( STATION 23+45D TO 55 +75D 92.079.0 zsa7s SICNED: 02/15/94 - SCANNED 1UI 2 7 2001 RnIRMALL 173 0 23 e a � . F { CJ Ndi I 3 ?" STAINLESS STEEL MOUNTING HARDWARE ?" DIA. GALVANIZED DEFORMED REINFORCING BAR. ?^ R J 12" (TYPICAL) 48" MAX. TO MATCH SAFETY STEP WIDTH. -I 6" TOP HALF OF 42" PIPE TO BE REMOVED TO ., CONTOUR OF INSIDE OF M.H., BROKEN EDGES KQR -N -SEAL BOOT TO BE PLASTERED SMOOTH WITH MORTAR. A CHANNEL GEOMETRY '- IU a�UU�juO u uU 02 NOT TO SCALE FOUNDATION AS REOUIR7D nn � ?,AQ0dn�nOOaC SAFETY STEP AND LADDER METRO MANHOLE DETAIL 12" 72• METRO MANHOLE 12" NOT TO SCALE NOT TO SCALE ROTATE BEND TO MATCH a GEOMETRY AS SHOWN IN 5' PVC BEND CHANNEL DETAIL MH ERI -5 12' PVC DROP CONNECTION NOT TO SCALE Wl -27 - f07 26879 16727'. ,r�eearatsgyO SIGNED: egQja *fl'�tY" SIGNED 02/15/94 I��' 02115194 EXPIRES 11/22/96 IXPIRES 8/2 96 MH ERI -5 CHANNEL DETAIL NOT TO SCALE REVISED TO CONFORM TO CONSTRUCTION RECORDS � I RH2 ENGINEERING P.S. DATE MH ERI-°5 DETAIL am 173 I , 214 I I; CITY OF RENTON EAST RENTON SEWER INTERCEPTOR 92.079.0 REVISED PER.CONST. RECORDS KMP DCS 16/19/95 MISCELLANEOUS DETAILS ' CHANGE ORDER NUMBER 1 PAR JG .7/20/94 1 — R_ RL V, -_sV D,, 11 L I ERI -DO2 SLR KJA SHOWN JAN 14, 1996 1 24 of 27 �b l3 . 9- trs'o3 iF .SCANNED .1.1.11 °' q ?P(I, f �n a G"a METRO STD. FRAME AND 8" MIN TO 20" MAX PRECAST 24" CLEAR OPENING RING _ f COVER PER SPECIFICATIONS CONCRETE RINGS, CAST WITH GROOVE SO THAT SAFETY STEP AND COVER. CAN BE FIELD INSTALLED. 8" THICK SLAB NTH REINFORCEMENTS PLACED 2" CLEAR OF BOTTOM FACE.```4 k' �" ^�' '�� CONE 48" TO 24 ". ai 12^ O.C. '�' REDUCING SLAB ". CE.I 6.. � 72" TO 48 48^ MORTAR. i 5 y r I SAFETY STEP. 72• TO 48' REDUCING SLAB NATIVE BACKFILL1 LADDER.¢ NOT TO SCALE KOR -N -SEAL BOOT. - 6' PRECAST CONCRETE BASE. TOP HALF OF 42" PIPE TO BE REMOVED TO ., CONTOUR OF INSIDE OF M.H., BROKEN EDGES KQR -N -SEAL BOOT TO BE PLASTERED SMOOTH WITH MORTAR. A CHANNEL GEOMETRY '- IU a�UU�juO u uU 02 NOT TO SCALE FOUNDATION AS REOUIR7D nn � ?,AQ0dn�nOOaC SAFETY STEP AND LADDER METRO MANHOLE DETAIL 12" 72• METRO MANHOLE 12" NOT TO SCALE NOT TO SCALE ROTATE BEND TO MATCH a GEOMETRY AS SHOWN IN 5' PVC BEND CHANNEL DETAIL MH ERI -5 12' PVC DROP CONNECTION NOT TO SCALE Wl -27 - f07 26879 16727'. ,r�eearatsgyO SIGNED: egQja *fl'�tY" SIGNED 02/15/94 I��' 02115194 EXPIRES 11/22/96 IXPIRES 8/2 96 MH ERI -5 CHANNEL DETAIL NOT TO SCALE REVISED TO CONFORM TO CONSTRUCTION RECORDS � I RH2 ENGINEERING P.S. DATE MH ERI-°5 DETAIL am 173 I , 214 I I; CITY OF RENTON EAST RENTON SEWER INTERCEPTOR 92.079.0 REVISED PER.CONST. RECORDS KMP DCS 16/19/95 MISCELLANEOUS DETAILS ' CHANGE ORDER NUMBER 1 PAR JG .7/20/94 1 — R_ RL V, -_sV D,, 11 L I ERI -DO2 SLR KJA SHOWN JAN 14, 1996 1 24 of 27 �b l3 . 9- trs'o3 iF .SCANNED .1.1.11 °' q ?P(I, f �n a G"a 24" X 24" ALUMINUM ACCESS HATC LADDER RUNGS ON 12" CENTER EXTENSION ARM LOCKING MECHANIST HANDLE MOUNTED PERMANENTL' NOTE: LW HATCH COMPANY TYPE S H-10 SINGLE LEAF DOOR OR EQUAL 48" MANHOLE SECTION FOR HATCH OPENING 72- TO 48- REDUCING SLAB WITH HATCH SCALE: 1" - 2'0" n APPROXIMATE ELEVATION v GROUND SURFACE PRECAST CONCRETE FLAT SLAB, 48" TO 24" 24" x 24" ALUMINUM ACCESS HATCH r � � 48" MANHOLE RISERS ?" STAINLESS STEEL THREADED ROD DOWELING ANCHORS ?" STAINLESS STEEL NUT & WASHER ENERGY DISSIPAT ET AT CENTER P( ANCHORS AT 72- TO 48- REDUCING SLAB SCALE: 1" = 1'0" 72" TO 48" REDUCING SLAB WITH HATCH CAST IN. SEE DETAILS. 72" MANHOLE RISER GENERAL NOTES: ALL MANHOLE CONSTRUCTION TO CITY.° I OF RENTON STANDARDS EXCEPT ,�'1 WH I ERE NOTED. MANHOLE STEPS AND LADDER SHALL BE POLYPROPYLENE ENCAPSULATED,'I EQUAL TO MA INDUSTRIES. 20" SEWER PIPE OUT PROVIDE MANHOLE COATING PER SPECIFICATIONS. ENERGY DISSIPATOR STONE BLOCK PROVIDED BY THE CITY OF RENTON BLOCK BASE PREDRILLED FOR DOWELING ANCHOR. LOCATIONS SHOWN SEE DETAIL. GROUT CHANNEL TO FORM 15" SHELF ON BOTH SIDES AT TOP OF PIPE ELEVATION. . MBEDMENT SAFETY STEPS CHANNEL GEOMETRY AND STONE PLACEMENT SCALE: 1" = 2'0" THICKNESS STONE BLOCK PLACEMENT 4 - ?" STAINLESS STEEL THREADED ROD DOWELING ANCHORS A 18" J IN 72- MANHOLE 3 ?" MINIMUM EMBEDMENT - IN CONIC. AND STONE EPDXY WITH HILT[ HIT C -100 OR EQUIVALENT SCALE: 1" = 2'0" ENERGY DISSIPATOR MANHOLE DETAIL SCALE: 1" = 2'0" - - -77 - -10T 2" SEWER. PIPE IN ROILL, - 1 2 5 M ,o MH ERI -33 12 H 13 -416 CONNECTION DETAIL CONNECTION DETAiL EXISTING 12" MH 13-439(&5) FILL WITH SAND - i SADDLE MANHOLE CONNECTION DETAIL AND GROUT SURFACE 21" OUT - INSTALL 21" PLUG EXISTING EXISTING 8" FILL WITH SAND i EXISTING AND GROUT SURFACE �\ jl�• 8" INSTALL �. CORE DRILL NEW 12- PLUG CONNECTION NEW 12" INTERMEDIATE CHANNEL OVERFLOW 11 BYPASS j T -� RECHANNEL MANHOLE 1. 18" RADIUS (TYPICAL) T i FINAL CHANNEL (NIC) MH 19 -91 CONNECTION DETAIL EXISTING 12" EXISTING 15" EXISTING 1� RECHANNEL MANHOLE J (t T _ EXISTING ! .. 8' EXISTING / { , `..._ INTERMEDIATE CHANNEL / RECHANNEL J PLUG MANHOLE � EXISTING 12" FINAL CHANNEL (NIC) NEW 15" / 546U50320 PLUG EXISTING 15" FINAL CHANNEL MH MWD -8 22 CONNECTION DETAIL EXISTING 12" NEW t, I j EXISTING NEW 12" '�- PLUG EXISTING 12" FINAL CHANNEL Aw MANHOLE CHANNELING DETAILS REVISED TO CONFORM NOT TO SC. -.LE TO CONSTRUCTION RECORDS � v RIO ENGINEERING P.S. DATE a� F 2s8�9 1s�2� CITY OF RENTON ozi94 '° � o2iN 94 EAST RENTON SEWER INTERCEPTOR E>911RE5 11/22/96 p(PIRES 8/2/96 92.079.0 ERI -DOS I MLI I KA I SHOWN I JAN 14, 1996 I A ..1 - w- r-., �? D A SE`.ANNFI) .1111 2 7 ;z D --� f EXISTING 10" 1 EXISTING {{ NEW 8" EMERGENCY OVERFLOW RECHANNEL MANHOLE PLUG EXISTING 10" FINAL CHANNEL MH MWD -8 22 CONNECTION DETAIL EXISTING 12" NEW t, I j EXISTING NEW 12" '�- PLUG EXISTING 12" FINAL CHANNEL Aw MANHOLE CHANNELING DETAILS REVISED TO CONFORM NOT TO SC. -.LE TO CONSTRUCTION RECORDS � v RIO ENGINEERING P.S. DATE a� F 2s8�9 1s�2� CITY OF RENTON ozi94 '° � o2iN 94 EAST RENTON SEWER INTERCEPTOR E>911RE5 11/22/96 p(PIRES 8/2/96 92.079.0 ERI -DOS I MLI I KA I SHOWN I JAN 14, 1996 I A ..1 - w- r-., �? D A SE`.ANNFI) .1111 2 7 ;z D ,.....__._...--_ - PROVIDE ADJUSTMENT TO GRADE PER CITY EMBANKMENT OF RENTON STANDARDS FOR MANHOLES PROVIDE 1' CF CLEARANCE PROVIDE 4' OF COVER ERI -13 THROUGH ERI -20, ALL OTHERS DO OVER TOP OF GRAVITY 21" OR 24" NOT REQUIRE ADJUSTMENT RINGS BETWEEN BOTTOM OF MANHOLE SEWER PIPE GRAVITY SEWER CONE AND TOP OF PROVIDE 12' WIDE PAD EMBANKMENT AT TOP OF EMBANKMENT 2 711 PLACE AND COMPACT GRAVEL PROVIDE 2 CUBIC YARDS OF TERMINATE DRAIN PIPE BORROW TO FORM EMBANKMENT 1 ?" MINUS WASHED ROCK AT LEAST 2 FEET WHERE SEWER PIPE HAS INSUFFICIENT AROUND END OF DRAIN PIPE �,� BEYOND TOE OF FOUNDATION AND OR COVER. o oe °o EMBANKMENT - ��QOn o ,6 °oi ° Oo 0 00 '�.,.,.,. .000 0 0(�O o c "o.o.o. °n as O Oo 00O O O OO dO 000 OoO Oo o O 0 o�o°�oQ O - - - -- - -- Jfy \o0, PROVIDE MINIMUM 1' CLEARANCE �- PAIR 01 8 PVC AT S=0.01 WHERE VEGETATION AND DEBRIS f��.�� BETWEEN TOP OF 8" DRAIN AND�'� q EXIST, CLEAR AND ADDITIONAL BOTTOM OF GRAVITY SEWER. EMBANKMENT EMBANKMENT DETAIL FOOTPRINT PLUS ADDITIONAL 3 FEET HORIZONTAL DRAIN PAIR BEYOND EMBANKMENT TOE LEFT AND RIGHT. NOT TO SCALE EMBANKMENT CONSTRUCTION BELOW SEWER INVERT ELEVATION PROVIDE 2 CUBIC YARDS OF 1 ?" MINUS WASHED ROCK AROUND END OF DRAIN' PIPE EMBANKMENT 21" OR 24" PROVIDE SLOTTED STAND PIPE GRAVITY SEWER AND SOLID CAP /PLUG. SLOTS SHALL BE ?" WIDE AND SPACED ?" ON CENTER TO PROVIDE MAXIMUM PASSAGE OF STORM WATER. OHO -0 V - JO 0 Oo0 __ _ y a o a 6 �� QOO 0000 ..,:?rte i -------------------------------- --- -- -- j -- -PAIR OF S PVC AT -S _0_00 ----------------------- I -- - -- J PROVIDE MINIMUM DAYLIGHT DRAIN 1' CLEARANCE IF POSSIBLE Q1 BETWEEN TON OF 8" DRAIN AND BOTTOM OF GRAVITY SEWER. HORIZONTAL DRAIN PAIR EMBANKMENT CONSTRUCTION ABOVE SEWER INVERT ELEVATION NOT TO SCALE PROVIDE CHANNEL FOR FUTURE 8" INSIDE DROP. SHAPE CHANNEL TO ALLOW INSERTION OF 8" 90' BEND. PROVIDE KNOCKOUT IN UPPER SECTION AT NOTED INVERT ELEVATION Aowlwf� PROVIDE 6" CHANNEL FOR FUTURE 6" INSIDE DROP PROVIDE 6" CHANNEL AND KNOCKOUT IN BASE FOR FUTURE SIDE SEWER AT NOTED, INVERT ELEVATION FOR FUTURE CONNECTION. 18" R r w az c-; .1 MH Crl I� DC T AIL 0 NOT TO SCALE PROVIDE 8" CHANNF' AND KNOCKOUT BASE AT NOTED INVEF ELEVATION FOR FLITUE CONNECTIO '... I PROVIDE 8" CHANNEL ' AND KNOCKOUT IN BASE AT NOTED, INVERT ELEVATION FOR FUTURE CONNECTION. MH ERI -12 DETAIL NOT TO SCALE MH ERI -6 DETAIL MH ERI -10 DETAIL NOT TO SCALE o NOT TO SCALE REVISED TO CONFORM TO CONSTRUCTION RECORDS r •' • -I RH2 ENGINEERING P,S! DATE /Q- ` 1 /- CHANNEL PROVIDE 6" / pF iI s e o IT R z CHANNEL FOR �.,,. \ ` 18" R - FUTURE 6" 2•_, ,` rz ....._- ......... INSIDE DROP 18" R �' .g, 26879 �tigytiF OhQtcsx1 SIGNED: !�Y 11129194 PROVIDE CHANNEL FOR ExPIRES 11/22/96 FUTURE INSIDE DROP. SHAPE CHANNEL TO ALLOW H. MH ERI -13 DETAIL INSERTION OF 8" 90' BEND. p4� p,- G^4"ty, °T A. MH ERI -9 DETAIL PROVIDE KNOCKOUT IN UPPER SECTION AT NOTED INVERT ELEVATION n q• MH ERI -11 DETAIL o – NOT TO SCALE NOT TO SCALE 16727 NOT TO SCALE+�Btcrsxsa� SIGNED: `OR _ E, y �c H/1Ir/P 27-507 11/29/94 E%PIRES ES 8 2 96 .. --- Y PROVIDE 8" CHANNEL AND KNOCKOUT IN BASE AT NOTED INVERT ELEVATION FOR FUTURE CONNECTION. PROVIDE 8" CHANNEL AND KNOCKOUT IN BASE AT NOTED INVERT ELEVATION FOR FUTURE CONNECHON- Err NOT TO SCALE PROVIDE B" CHANNEL AND KNOCKOUT IN BASE AT NOTED INVERT ELEVATION FOR FUTURE CONNECTION. MH ERI -14 DETAIL NOT TO SCALE PROVIDE 6" CHANNEL 0 KNOCKOUT IN BASE FOR FUTURE SIDE SEWER AT NOTED INVERT ELEVADON FOR FUTURE CONNECTION. t PROV IDE 6" CHANNEL AND KNOCKOUT IN BASE AT NOTED INVERT ELEVATION FOR FUTURE CONNECTION. MH ERI -18 DETAIL NOT TO SCALE Es= I S 1 _ a �NU r FILL FROM TOP OF MANHOLE TO EXISTING GRADE TAPERED MH ERI -15 DETAIL AT A 2:1 SLOPE NOT TO SCALE 2 1� MH ERI -16 DETAIL NOT TO SCALE --- 7r— FILL BETWEEN MANHOLE SLOPE LEVEL JV I-, 21" PVC — PROVIDE PVC MANHOLE ADAPTER IN LIEU OF KOR'N'SEAL BOOT AA a Muni E ERI -19 DETAIL 17/1lll rl iV` NOT TO SCALE "I f : -)- o -07. ( SCANNED ,lUl_ 2 7 LUU1 a o 3 IF CA N FT E V 3 C! EAST RENTON INTERCEPTOR GENERAL CONSTRUCTION NOTES 1. Pavement demolition notes: The existing pavement material and depths noted on the plans are based on test borings and information obtained from city staff based on previous projects. This information is approximate and is provided to assist the contractor in determining the requirements for saw cutting and disposal of waste material. Maple Valley Highway, NE 3rd St., and NE 4th St. have been improved several times, and thus areas exist which may have thicker sections of paverrlent than shown on the details. The concrete pavement area begins at station 55 +75_D and proceeds east. 2. Existing utility notes: a.) Power, Telephone, Gas, and Cable: Existing utility locations are shown on the plans for the Contractor's information. Locations of these utilities are approximate and are based on records supplied from each utility. The depth of each of these utilities is shown on the profile and is based on typical laying depths for each of these utilities. However, the actual depth is unknown and will vary significantly. b.) Water: The vertical and horizontal location of the existing water mains as shown on the plans are approximate and based on discussions with City staff, and a survey of the existing valve locations. c.) Storm: The existing storm system within NE 3rd and 4th Streets is extensive; thus, numerous storm lines could not be accurately located. Locations of crossings identified on the plans are based on the known location of a nearby storm facility and an assumed slope. d.) Utility conflicts which may occur during construction shall be resolved in the following manner: — If the proposed 21" sewer trunk line conflicts with any utility, the utility company shall be contacted and the Contractor shall coordinate with them to realign the conflicting utility. — If the proposed 15" and smaller sewer lines conflict with a major utility such as the storm sewer, the sanitary sewer line shall be realigned as approved by the engineer. — If the proposed 15" and smaller sewer lines conflict with a minor utility such as power, cable, gas, and telephone lines, the utility company shall be contacted and the contractor shall coordinate with the utility company to realign the conflicting utility, unless otherwise approved by the engineer. e.) The Contractor shall contact a one —call utility locate service prior to and during construction. The Contractor shall immediately notify the project engineer and the utility companies when conflicts occur. 3. Station line definitions: L. STATION LINE ORIGIN ENDPOINT D LINE INTERSECTION OF 76+50D NE 3rd & 4th EDMONDS AVE. SE N 181054.87 STREETS & NE 3RD ST. E 1673394.25 STATIONING N 180330.12 12" E 1665956.29 FIBERGLASS C LINE MH ERI -5 IVIH MWD -7 MAPLEWOOD N 177859.72 N 178420.01 DIVERSION E 1667403.60 E 1668611.12 STATIONING B LINE MH ERI -1 MH ERI -5 MAPLE VALLEY N 1770667.97 N 177859.72 HWY & CLIFF E 1667163.23 E 1667403.60 SECTION STATIONING WWp -.07 _=7 4. Temporary street restoration notes.- a. The Contractor shall patch all trench cuts at the end of each working day with an asphalt patch, except for the last section of the trench which can be covered with steel sheets. These patches shall be compacted with a roller compactor to a density which will provide a smooth, firm surface for vehicles. The patches shall be maintained daily throughout the duration of the project to prevent pot holing and ruts from forming. All potholes, ruts, and bumps must be repaired if the defect exceeds an inch in depth or height. Temporary patches in the driving lines of NE 3rd and NE 4th Streets shall be hot —mix, class B ACP, or hot —mix ATB. b. At the end of each working week the engineer will inspect the temporary patches. If the temporary patches do not provide an adequate driving surface, as determined by U engineer, the Contractor shall install the permanent patch as noted on the detail sheet. 5. Pipe material table: CONSTRUCTION METHOD • PIPE DIAMETER OPEN CUT MICRO TUNNELING DIRECTIONAL DRILLING AUGER BORE NOTED ON PLANS 12" PVC 9 -05.12 FIBERGLASS HDPE ASTM D 3350 PVC 9 -05.12 REINFORCED POLYESTER ATSM D3262 20" PVC AWWA C905 SDR41 FIBERGLASS N/A PVC 9 -05.12 REINFORCED (21" DIAMETER) POLYESTER ATSM D3262 21" PVC 9 -05.12 FIBERGLASS N/A PVC 9 -05.12 REINFORCED POLYESTER ATSM D3262 8 ", 15" PVC 9 -05.12 N/A N/A N/A * SEE DIVISION 10 OF THE SPECIFICATIONS FOR ALLOWABLE CONSTRUCTION METHODS IN DIFFERENT AREAS. NOTE CONTRACTOR MAY SUBMIT ON ALTERNATIVE PIPE MATERIALS. SUBMITTAL SHALL BE REVIEWED IN ACCORDANCE WTH THE PROJECT SPECIFICATIONS. s�o,.TO322 H. pp��� S. S' p4 ras8'yni� a11Z u><'esa "7 ?� �{V�S °SO �16727 � 26879 �iek+axs%6Ot SIGNED: 'O.�,q�iars88° SIGNED: 3. 02/16/94 �t0177 02116194 EXPIRE 8/2/96 EXPiRCC 11/22/96 6:16, uiEc " F. \GI \F.Ekti kcAn i .. tiCIF \TItiTS f ?06� REVISED TO CONFORM TO CONSTRUCTION RECORDS ENGINEERING P.S. DATE 1(4-f3. 5- tri'o:ttL srANNF IT 2. 7 :'JI 11 ROILL 17 3 0 2 7 F ,:nbw C