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Home My WebLink AboutzS-3298Seta U -am AS -BU1L T INFORMATION BASED UPON FIELD SURVEYPERFORMED SEP 17, 2008 BYPLS, INC. SIDE SEWERS SHOWN AS LOCATION OF TEE ONLYBASED UPON TELEVISION INSPECTION. auo emLn I 1110 IN SHATTUCK AVE S - S 2ND ST TO S 4TH ST ALLEY - 500 BLOCK BETWEEN WILLIAMS AVE N, WELLS AVE N RENTON CENTER - S 3RD PL TO SOUTH SARTORI SEWER EXTENSION 5- 329801 sumrtvc PACE swc xmnw: ruw lees __— w�E gym. AS SHOWN "°�0N1"` ""° 19°'191 $'p ,� CITY OF FlMAPRIL 2009 RENTON 2008 SANITARY SEWER REPAIRS x� JDH �_ oxe nrcx DATUM ocMMW ft 1 AS -BU /LT MAB 2 -2009 41 . ..I ",,Z. I Planning /Building /Public Works Dept. S -1 IF Nef ONE iNpi NO. REVISION BY DATE APPR "PPe H 1 X10 ck t5- �L`9 ?0 P S -3298 rn 6 +00 7 +00 8 +00 9 +00 10 +00 MN #A -1 GD - -- ® / � 3 30' O �N 30' 30' N N ST 4 40 /W REMOVE'EX. ti1HAND SSMH C.O.R,# 84 SEE DETAIL 1, SHEET 9 4O to n ors +84.92, 8.0 RT " RIM =32.44 IE 12" CONC(NW) =21.89 ( ASPHALT > �! (� IE 24" DI (S) =20.89 IE 15" PVC (E) =20.74 / / PARKING RIM= 31.7± i NEW48 "MH 3 "MAPLES / z CB. RIM =37.32 12-CONC(N -S) =22.66 lE 18 "E =21.6 „ m CS RIM =30.84 "coNC(E) 9 IC. 6 "CON'(N) =28.82 STA 4 +50.22 INTERSECTION COORDS/ DIES "NW= 21.9:.. TES " - / SDMH RIM =31.32 5 --31j /® SDMH RIM--31.54 E 7299208.43 N 178598.12 TOP CASING 1E 10 ":5 =21.6 TO NEW SEWER MAIN c 12 SE)STEEL - • • EX. GROUND @ ROAD CENTERLINE IE 8" 23-, 9 E 129920821 � a 30 ..... ... _ . ....... _ .. ..... ..:... . ........ ....: ............ ..:.. .....:........... 30 CONC WALK 5 LF OF 18" PVC 10 2.0% MHI#A -1 / / SSMH C.O.R.# 149 REPLACE EX. CLAY SIDE - RIM =31.77 SEWER FROM GUTTER TO IE 24" CONC (S) =21.57 / IE 12 -STEEL(NW) =21.42 NEW SEWER MAIN IE 24" DI (N) =21.32 CB RIM =30.94 3"MAPLES PICAL IE 6 "CONC(W)= 29.49 / I I / w N w MH #A -2 w w - N V1 77MH #A -3.' / � o I 000720 -0054 FRED B & ERNA M SANDOY #220 T.D.C. 000720 -0172 STEEL ICON LLC 0 2 \ #211 otiQ. / oFOgR clTy OP REINSTATE EX. SIDE SEWER T.D.C. l RAt�R '0Z TO NEW SEWER MAIN USING TRENCHLESS METHODOLOGY � J TTUCKAVE. S, w N IE =31.4 4 "PVC FA 000720 -0184 SCI MGMT. CORP T.D.C. 0 E =31.6 4'PVC 0 d 4 "STEEL 000720 -0157 SCI MGMT. CORP #300 T.D.C. z ° CONC WALL IE =37.1 4 "STEEL 0_ CONC WALK i CONC WALK 1 30' I� SSMH C.O.R.# 151 RIM-31.30' IE 8 "PVC(E) =23.65 IF 8 -CONC(W) =22.75 CL CHNL 24" CONC (S -N) =21.20 3 "MAPLES TYPICAL Io °3 " - - O 2 "PE -A IP MH #A -4 SD SD U SD G G ua UP UP CONC WALK ; ip UP UP SDMH RIM =31.70 CONC IE 12-CONC(W)=23.20 SDMH -RIM =30.98 IF 12-PLASTIC(N)=22,25 CL CHNL 72 "CONC(N -S) =22.18 IE 12-CONC(S)=22.15 I 3 "MAPLES CB RIM =30.58 SAFEWAY 0 INC 0119 TYPICAL IE 6-CONC(E)=28.48 36" #2003 3 Y STORE IE 6-CONC(E)=28.23 HAZLNT. T.D.C, 000720 -0115 SDMH RIM =31.61 SENS CORP TOP CTRL STRUCTURE b REPLACE ALL OF THE EX. #212 8 "CMP(SE) =29.71 IE 8 "CMP(SE) =27.01 � CONIC SIDE SEWERS FROM I T.D.C. IE 18 "CMP(W) =27,01 S THE GUTTER TO THE NEW SEWER MAIN SDMH RIM =3097 - RECONNECT EX. PVC SIDE OP 8 "DI(E -W) =23.92 SEWER TO NEW SEWER MAIN CL CHNL 12- CONC(N -S) =21.97 oo� o N�%+ I 10 SO E Q i G I � 9 0 E 30' 3. I 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 MN #A -1 GD - -- ® 3 REMOVE EX. MH AND : CONC WALK - -- 6+'88; 64 6 STA 5: +85.6, 1.7 L T ST 4 40 REPLACE WITH NEW 60 "MH.... REMOVE'EX. ti1HAND MH #9 4 . SEE DETAIL 1, SHEET 9 4O to n ors +84.92, 8.0 RT " R / "." - RIM= 32.4 „ NEW 60 MH DP UP - -UP STA 9 -68.5, 7.7 RT FOUND MIC / SDMN RIM =31.86 IE 8 "CONG(W') =25.86 RIM= 31.7± i NEW48 "MH 3 "MAPLES / IM =31.43 0,213' N52'44'09 " E/ /E �4" S - 29 88 lE 24 "; S = 21.0 12-CONC(N -S) =22.66 lE 18 "E =21.6 „ m CS RIM =30.84 "coNC(E) TYPICAL CONC(SE) =29.28 N 178598 29 STA 4 +50.22 INTERSECTION COORDS/ DIES "NW= 21.9:.. TES " - / SDMH RIM =31.32 IE 6 =26.14 IE 6-CONC(NE)=28.04 RECONNECT EX. SIDE SEWER E 7299208.43 N 178598.12 TOP CASING 1E 10 ":5 =21.6 TO NEW SEWER MAIN ELEV 31.40 SE)STEEL - • • EX. GROUND @ ROAD CENTERLINE IE 8" 23-, 9 E 129920821 � IF 12- LAY (2 IF 12" CLAY (N -S) 22.82 30 ..... ... _ . ....... _ .. ..... ..:... . ........ ....: ............ ..:.. .....:........... 30 000720 -0172 STEEL ICON LLC 0 2 \ #211 otiQ. / oFOgR clTy OP REINSTATE EX. SIDE SEWER T.D.C. l RAt�R '0Z TO NEW SEWER MAIN USING TRENCHLESS METHODOLOGY � J TTUCKAVE. S, w N IE =31.4 4 "PVC FA 000720 -0184 SCI MGMT. CORP T.D.C. 0 E =31.6 4'PVC 0 d 4 "STEEL 000720 -0157 SCI MGMT. CORP #300 T.D.C. z ° CONC WALL IE =37.1 4 "STEEL 0_ CONC WALK i CONC WALK 1 30' I� SSMH C.O.R.# 151 RIM-31.30' IE 8 "PVC(E) =23.65 IF 8 -CONC(W) =22.75 CL CHNL 24" CONC (S -N) =21.20 3 "MAPLES TYPICAL Io °3 " - - O 2 "PE -A IP MH #A -4 SD SD U SD G G ua UP UP CONC WALK ; ip UP UP SDMH RIM =31.70 CONC IE 12-CONC(W)=23.20 SDMH -RIM =30.98 IF 12-PLASTIC(N)=22,25 CL CHNL 72 "CONC(N -S) =22.18 IE 12-CONC(S)=22.15 I 3 "MAPLES CB RIM =30.58 SAFEWAY 0 INC 0119 TYPICAL IE 6-CONC(E)=28.48 36" #2003 3 Y STORE IE 6-CONC(E)=28.23 HAZLNT. T.D.C, 000720 -0115 SDMH RIM =31.61 SENS CORP TOP CTRL STRUCTURE b REPLACE ALL OF THE EX. #212 8 "CMP(SE) =29.71 IE 8 "CMP(SE) =27.01 � CONIC SIDE SEWERS FROM I T.D.C. IE 18 "CMP(W) =27,01 S THE GUTTER TO THE NEW SEWER MAIN SDMH RIM =3097 - RECONNECT EX. PVC SIDE OP 8 "DI(E -W) =23.92 SEWER TO NEW SEWER MAIN CL CHNL 12- CONC(N -S) =21.97 oo� o N�%+ I 10 SO E Q i G I � 9 0 E 30' 3. I 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 MN #A -1 orn e. on ter_ e 6 / T- 4 +38.2, 1.1 LT MH #A -2 REMOVE EX. MH AND : MH #A -3 - -- 6+'88; 64 6 STA 5: +85.6, 1.7 L T ST 4 40 REPLACE WITH NEW 60 "MH.... REMOVE'EX. ti1HAND MH #9 4 . SEE DETAIL 1, SHEET 9 4O crn r °n nn o n ors +84.92, 8.0 RT " R / "." - RIM= 32.4 „ NEW 60 MH REPLACE WITH NEW 60" MH STA 9 -68.5, 7.7 RT " E - 29 74 lE 15 ".E =20.9: RA%- 31.7a RIM= 31.7± RfPof 31 81-- RIM= 31.73 NEW48 "MH /E �4" S - 29 88 lE 24 "; S = 21.0 La ma- E-= lE 18 "E =21.6 ,_'" -N '1ra� lE24 ":N =21.5 n.e w- ne n. TMf 1.3 _ * RIM= 1.19 '14:;.R- DIES "NW= 21.9:.. TES " IE 12" W = 22.8 E 40"S rv6� lE 10 "rS - 21.8 (PLUGGED) 10. ": = 2..54* k<-= -2144- : €-1 ^_� 1E 10 ":5 =21.6 lE� °ter -21.4 1E 18 ":W =21.5: - • • EX. GROUND @ ROAD CENTERLINE IE 8" 23-, 9 : IE 8" SE = 22.69" 30 ..... ... _ . ....... _ .. ..... ..:... . ........ ....: ............ ..:.. .....:........... 30 5 LF OF 18" PVC 10 2.0% BETWEEN MH #4 AND MH #5 379 LF OF 10- PVC La7 0.24 %. ` . -.. n ✓� ,� [inn �Tn DV CCUICO. . / / 20 . . . . . . . . : . . ... . . : . . . n r. "r . : . . . . . 142 LF OF 24 "CURED -IN -PLACE PIPE PLU G AN D FILL EX. 24CONC 20 EX. SSMH STA 9 +68.9 0.0 RT RIM =31.30 REMOVE REMOVE IE 8 "PVC(E) =23.65 EX. SSMH.STA 4 +39.76, 1.6 LT : EX. SSMH STA 5+87,80, 0.5 LT : IE 8 "CONC(W) =22.75 RIM =32.44 RIM -31.77 ........:...... ..:.. ..:... ....: (S.:N) .21,20 IF 8" GONG (Nw) =21.s9 E 24 "con c (s) -21.57 ALL PIPES DID NOT LINE UP IE 24" DI (S) =20.89 IE 12" STEEL (NW) =21.42 IE 15" PVC (E)= 20.74; IE: 24" DI (N)- .21.32 : - SCALE. WITHNEW;MH #A4 HORIZ: 1" = 20' AS -BUILT INFORMATION WITH ' ' WAS LEFT THIS MANHOLEAS COLLECTED AND REVISED FEBRUARY 200J ANGLE POINT 1.0 VERT: 1" = 5, 10 \ BYUTILITYSTAFF. Sm329:802 AS -BULL T INFORMATION BASED UPON FIELD SURVEY PERFORMED SEP 17, 2008 BY PLS, INC. SIDE SEWERS SHOWN AS LOCATION OF TEE ONLYBASED UPON W TELEVISION INSPECTION. K2 F V EXPIRES 8/21/09 j NO. REVISION DESIDNED: JDH D m JDH NAB 2 -2009 BY DATE APPR .mncai ru ism AS SHOWN N0N1$0N1µt w 18837t9Bt CITY OF .� RENTON °N�� DATUM ^* rvu scuE Planning /Building /Public Works Dept. IF HO! QYf INgI sxf acc°snixDEr APRIL 2009 2008 SANITARY SEWER REPAIRS � DWMNC Nb Shattuck Ave S. (S 2nd St to S 3rd St) S-2 5.m. Gf; 2 10 - C3 g V. N G= a U 0 G 11+00 E ® tl i 2 Z S GONG WALK 40 CO #A- I GONG WALK �J w ro � 11 +55.1, 2.8 RT ( -- 30' >u m m - - ['.TA Aq . qC A OT o . g c m SD 6 REMOVE EX MH AND a FOUND CASED 4" SO. CONC MON NEW CLEANOUT W/ CU TK IN PB 10 50 E Lq o C.O.R. #1140 Q REPLACE WITH NEW 48" N= 178048.658' IT R /M= :30..7.....:.... E= 1299195.521' lE 8 " &- z'FL610 ELEV.= 31.00' . RIM= 38,3.4 "�= RIM= 30.82* CB '50 0 IE 8, S = -13-86 sR cONC (W) =27.80 /E 8 "�/d--z'z';-99- /E 8" N := 22.7* /E 10 Z'� ?-44- a . up y • 1 CONC WALK � 2 "PE -A IP CO #A-1 p m o. INI SSMH C.O.R.# 161 RIM =31.03 IE 8-CONC(W)=23.13 IE 6 "CONC(W') RIM =30.59 C(W) =29.49 CL CHNL 24°CONC(N -S) =21.5 E CB RIM =30.52 7 I 784130 -0035 (DRY) E 6- CONC(E) =28.72 I I CORP CATHOLIC ARCHBISHOP F IE 6-CONC(SE)=28.62 IE 8 "CONC(N) =28.52 m I RE�jONNECT EX PVC SIDE SEWER TO THE NEW SEWER MAIN I B 9 I I 10 SSMH RIM =30.87 � r 12"CONC(W) =23.47 CL CHNL 24 "CONC(N�S) =21.92 0 N - N MH #A -6 - 0 2-PE IP IN 3 ' N I I SMI THERS1 FIFTH ADD. VOL 16/p.33 I I I 13 FOUND CASED 4" SQ. CONC MON W/ 2" DOMED BRASS N= 177488.77 E= 1299187.21 ELEV =29.55' 11 I 12 I 14 15 CB RIM =29.71 IE 6 "PVC(E) =28.66 IE 6-CONC(W)=28.56 CB RIM =29.00 w IE 6 "CONC(SW)= 27.90 UP CONC WALK ua ups -0 INNCONC WALK N N SHATTUCKAVE. S , N J I � I 30' 0 � z 0 STA iorov INTERSECTION COORDS N= 177488.81 6° W -Y p 40 UP MH #A-7STA GONG WALK 40 CO #A- I GONG WALK �J If 11 +55.1, 2.8 RT ( -- MH #A-5 STA 46T o °r: >u m m - - ['.TA Aq . qC A OT c t= 1299182.59 SD c m SD STA 12 +25.9, 1.1 L T REMOVE EX MH AND NEW CLEANOUT NEW CLEANOUT R /M= 34.-6- RIM= 30.80* NEW 48" MH REPLACE WITH NEW 48" MH R1W 34,Rt...:. R /M= :30..7.....:.... .. lE 8 " &- z'FL610 .1E.8" S - .22.6'. . RIM= 38,3.4 "�= RIM= 30.82* p 0 IE 8, S = -13-86 /E 8" S = 23.6 /E 8 "�/d--z'z';-99- /E 8" N := 22.7* /E 10 Z'� ?-44- lE 10" S = 22.3 * . _ IE8 "W =13-14 1E8 "W =22.8 /E8 „,:,o- zlz'&4 lE8 "N =22.4 CONC WALK JE 24 S = 21.1 EX. GROUND: 0 ROAD CENTERLINE - - lE 18" E = z''232- 1E 18" E = 222 CS RIM =30.48 CB RIM =30.72 IE 6 "CONC(N) =28.38 IE 6 "STEEL(N) =29.22 EX. GROUND ROAD CENTERLINE /E 10 "N = JE 10 "N = 21,1 CB RIM = 2930 "GONG °- _ . .... ......... ........ 10 "DEC Q10 °OEC 30 CON WALK ASPHALT IM =30.78 IE 6 (W) =28.40 a _ p . °DE lEO) ¢ IE 6 "CONC(E)=28.30 SDMH RIM =30.37 `� o __ o o ° ° -- o ---- o 0 8' FENCE o o 10 o o G E o ,0 "DEC DRIVEWAY 9+ 0 E G SW -28.08 ) REPLACE EX. CONC. S /DE a `^ IE 72 "PVC E -23.37 "PVC () LI,J I o GATE o NC( (� =27.28 IE 72 ( N S -21.67 (J po SDMH RIM =29.61 SSMH C.O.R.# 762 172 NC(S) =26.48 SEWER FROM WEST OF THE Q N CS RIM =29.23 IE 6 "CONC(YQ =27.27 RIM =30.12 NC(N -S) =22.13 EX. CATCH SAS/N TO THE w 82305 -9718 REPLACEALL OF THE EX. IE 24 "CONC(N -S) =21.83 IE 8 "CONC E > =z5.o1 °CONC(NW) IE 18 "CONC E)=22.32 z4^ case N _zz.3z )- 00o7zo -0,32 NEW SEWER MA /N = TENNESSEE GROUP LLC CONC. S /DE SEWERS FROM E 24 =27.81 CL CHNL 12 "CONC(N -S) =27.67 IE 24 "CONC S - O -27.02 A. 8, ROBERTA K. MCDONALD j < #440- RAINIER AVE. S. THE GUTTER TO THE NEW oc H.H.TOBIN D.L.C. N0. 37 SEWER MAIN IE6 "CONC(E) =27.65 30 SDMH RIM =29.58 _. I CL CHNL 12"CONC(N -S) =21.68 I I 10 +00 . 11 +00 12 +00 13 +00 14 +00 . 15 +00 40 MH #A-7STA 40 CO #A- I If 11 +55.1, 2.8 RT MH #A -6 -- MH #A-5 STA 46T o °r: 15 +60, 1,7 RT f f o;55. 1, RT ['.TA Aq . qC A OT STA 11 +09.4, 4.2 RT NEW 48" MH STA 12 +25.9, 1.1 L T REMOVE EX MH AND NEW CLEANOUT NEW CLEANOUT R /M= 34.-6- RIM= 30.80* NEW 48" MH REPLACE WITH NEW 48" MH R1W 34,Rt...:. R /M= :30..7.....:.... .. lE 8 " &- z'FL610 .1E.8" S - .22.6'. . RIM= 38,3.4 "�= RIM= 30.82* RIM= 39,1 l = 9 97+ 2 IE 8, S = -13-86 /E 8" S = 23.6 /E 8 "�/d--z'z';-99- /E 8" N := 22.7* /E 10 Z'� ?-44- lE 10" S = 22.3 * . IE8 "W =13-14 1E8 "W =22.8 /E8 „,:,o- zlz'&4 lE8 "N =22.4 /E 24" S = x-82- JE 24 S = 21.1 EX. GROUND: 0 ROAD CENTERLINE - - lE 18" E = z''232- 1E 18" E = 222 __ - - EX. GROUND ROAD CENTERLINE /E 10 "N = JE 10 "N = 21,1 30 _ . .... ......... ........ .........:. ............... ... ..................... ........ .... .................... 30 42 LF PLUG AND FILL...... "GONG. FOF 2,1% 67LFOF8 "PVC�a 0.3% 24" CO REMOVE EX NC 8„ PVC @ SANITARY 20 REMOVE.. REMOVE 330LFOF 10 ":PVC. EX. SSMH STA 11 +55.11. 0.0 RT EX. SSMH STA 12 +82.51. 0.0 RT @0.36% REMOVE - - - 20 RIM = 31.03: : RIM =30.87 : EX. SSMH STA 15 +60.14 2.0 RT IE 8 "CONC(W) =23.13 IE 12 "CONC(W) =23.47 : RIM =30:12 CL CHNL 24 "CONC(N -S) =21.58 CL CHNL 24 "CONC(N -S) =21.92 IE 18 "CONC(E) =22.32 - IE 24" CONC(N) =22.32 1E .24 "CDN.C(S)- 21..02...... AS -BUILT INFORMATION WITH ' * ' WAS COLLECTED AND REVISED FEBRUARY2009 BY UTILITY STAFF. SCALE 10 HQR'IZ: 1"= 20' S=32 9803 10 AS -BU1L T INFORMATION BASED UPON FIELD SURVEY PERFORMED SEP 17, 2008 BYPLS, INC. SIDE SEWERS SHOWNAS LOCATION OF TEE ONL Y BASED UPON TELEVISION INSPECTION. EXPIRES 8 21 09 m REVISION ocslcNm:DH JDH TAB 2 -2009 ` E "ED: DmC BY DATE APPR ^w" - LH wxnw. Nsw �eee es CITY 0 E AS SHOWN " °�"zo"rA, Nm �v'gw , RENTON °NI E DATUM ^ *OT O E IN Planning /Building /Public Works Dept. 6 NOT ONE INN sC&c xmNDwcLr APRIL 2009 2008 SANITARY SEWER REPAIRSE�G" °PANiNG N°: Shattuck Ave S. (S 3rd St to S 4th St) S -3 sNER: 3 Gr:10 218; - QT0 3 ISI-13121918FF 00 N M 1 N 1 a U W N I•,I I. N ------------------------- T -- - -- WELLS AVE N. HORIZONTAL & VERTICAL. CONTROL n IN N �;' i f ------------------------- T------------------------- MONUMENT LQ. o Ilm I j INT. OF N 6TH ST & WELLS AVE N (N FND 4 "X4" CONC MON IN CASE I -0 lie w/1 -1/2" BRASS DISC w /PUNCH MARK 533 WELLS AVEN N = 510599.5770 i 3I^ 3 525WELLSAVEN E= 1629530.1150 i t2 3 3 547 WELLS I NOT.OFENT6TH ST & BURNETT AVE N 523 WELLSAVEN i FIND 4 "X4" GONG MON IN CASE W/ 1 -1/2" BRASS DISC W/ PUNCH MARK: I N ° 806 N 6TH ST i j I i j 523 WELLS AVEN N= 510605.1 020 : N N NEW TYPE l C E = 1628973.1330 % ' REPLACEALL EXISTING ELEVATION = 30.36 : I o SSMH 10347 40 +51.0, 8.1 L RIM o.7 SIDE SEWERS WITHIN THE : I ' 8" S. 20.74 CB 12094 BENCH MARK 124" E. 20.1a _ jALLEY RIGHT -OF -WAY i RIM 30.49 N 24" W. 20.14 6 SW - 28.50 U TOP OF SW BOLT OF TRAFFIC W , I N WITH 6- PVC 4" PVC E. 28,7 SIGNAL BASE AT THE NE QUADRANT kl 3I 3 I o s^ CONIC N. za.7a OF INT. OF PARK AVE N & i • , x W Lij N 6TH ST �` I w: W ELEVATION = 32.37 -7 1 ,• I o �'ty�l ?O i .n N - 3D •' I BOARD FENCE �� - °m - 0o W '1_.�-- o_ Z - - - -- - - - --- _ --_ - _ _ - --_--- - - ' ---- -- - -- - -- - -° '^ .: - --lip- - -- -- - -- - - STA. 40 +00 I _` -'- _ - _- - -- - - r - - - - - INT. OF N 6TH ST &ALLEY I _ - D -__ I B # `i i / NLE'#f - - -- ! INLET #31 - - --' _ - N = 510600.93 " I N � I -T E = 1629393.37 I N ,'{ i II CB 8170 i SSMH 8162--*-"'- - I - I BOARD FENCE Ln I 3 1 3 i a RIM CONIC ! CB 9635 I I - I ro 4' CONC W. 28.30 0e O� •' I I 3 3" IRON S.E. 25.75 G I� 1 ' + • `_ 4' BOARD FENCE 'I 6" CONC E. 27.99 P I I 6" CONC S.W. 25.75 8" S. 26.93 I i _i �. 6" CONC W. 27.98 CB 8164 8" TILE S. 25.75 ^' SDMH 10346 I o I.: CB 9520 : RIM 29.87 8" TILE N. 25.75 ( M N m� I RIM 30.26 CB 9521 1 TWIN 4" ADS 28.20 6" CONC W. 27.88 RIM 29.78 ! 6" CONC E. 27.65 I 8" N.E. 25.72 1 F 4" E. 28.40 I I1 SIGN I CB 163 8" E. 23.65 I I N 1- : "SPEED 10" 6" CONC S. 28.26 : ( RIM 30.08 Q 24" E. 20.93 6" CONC W. 28.51 I L- 24" W. 21.1'7 I:! ' y" (o" I 3 I G w i j i 3I 3 W 540 W14LIAMS AVE N j ( WILLIAMS j 546 WILLIAMS AVEN ! AVEN 30WILL/AMSAVEN j I 524 WILLIAMS AVE N ( I • �*, j I 522 WILLIAMS AVEN SIGN I ` STREET ID' AS -BULL T INFORMATION BASED UPON EXISTING CB NEW TYPE I CB #1 RIM 30.65 STA �'^�'- .s -�-'�T 40 +19.6, 2.3 RT FIELD SURVEY PERFORMED SEP 17, 2008 IE 8 "(NE) 25.72' NEWINLET #2 NEWINLET #3 E a "(E) 23.65' RIM = 39 8±- 30.03 STA 40 +76.3, 3.5 RT STA � , .'rte`, -a.9 R - 42 +04.8, 3.0 RT BY PL S, INC. SIDE SEWERS SHOWN AS IE 24(E) 20.93' IE 12" N & S = z"'A.40 N = 2540 RIM = 90.0 -4 RIM = 29.60 RIM = 99, 64- 29.79 LOCATION OF TEE ONL Y BASED UPON IE 24 "(W) 21.17' = 25.50 1E 12"S = zW-24 -23.9 (E 12"M & 6 - 24-68° 12" N = 25.50 12" S = 25.40 /E 12" N & S = 25.3326.45 TELEVISION INSPECTION. 1E 6 "W-�59 4" SW = 2790 /E 6" W = �9 26.90 40 +00 41 +00 6 "NE =28.60 42 +00 43 +00 .REMOVE .............. . : : : : : .. ........... ........... STA 42 +41.24 ............. _. w . EXISTING SSMH #8162 �- RIM 30.38' - o a: z o IE 3 "(SE) 25.75' Z C z: z z z z a 3: F a REMOVE O J o .0 0 0 o o -' IS o IE 6" SW 25.75' ((� � ....... ..... ...... ....... N... r . I? . F ...p . O L, o �.. off-' ... EXISTING CB : IE 8 "(S) 25.75' 35 a a 'a w a a J - .. ..o a � J a.. _ , ..... . REMOVE ...... IE 8"(N) 25.75' ... ..... ..... ... . ........... .... . 0 o U z o m o 3 3 RIM 30.95 EXISTING CB o��.o zoo oa. oa xN X. 4 "W 28.30. JT.J�J a JU JAY]. ON KN ) RIM 30.08' W xa.x axe x- x az. �.- a : IF 6 "(E) 27.99' : : IE 6 "(W) 28.51' : : : : : : W W ¢¢ W ¢ m. ¢ ao a N. a a E 6 "(W) 27.98' W NOTE: 30 a a a < - - - -- - - -- - - - -- -- - - - -- - - - - ...... - z 30 1. RECONNECT ALL SIDE SEWERS - -- - mm _ - - - 55 LF 187 LF of 12 "CPEP @.0.94% -1 1 56 LF of 0.0% 125 LF of 12" CPEP @ 0.84% REMOVE Exlsnr G s" STORM W Cf. 0 00 00 0 12" CPEP @ 0.x% „ W z _w I �? 25 UZ JS 00 Jx od: Puwz t M" .z.. , . -z Lid xJ o MH #B -1� STA 42 +16.7, 1,8 LT 2 Q . & a REMOVE EXISTING 8" STORM 206 LF of 8' PVC @ 0.:68 /o r �...a ..... E� _:.... �:. 2.0. a NEW 54" TYPE „B„ MH: (') EXISTING :SSMH STA 40 +06.9, 0.7 LT- - _ RIM : =29.94 EXISTING STORM SEWER RIM 30.72 :1 CONNECTS TO 24" W/ TEE? IE 8 "(S) 21.14' RIM = 30.58 IE 8"N= 22.9 _ ELEVATION UNKNOWN? : : IE 24 '(E) 20.14' 19"S 1E 24 "E &W= 20.0: Q lE 8" S 23.. 15 .. .. ... ............: :. .. .... .... .......IE 24 ^(W 20.14' r..-. ,.., ,Y :-�: .`> .- r�..... -... pn S+ _ .............. .. ... ........ ... ...... ....... .... ...... ... ..... ....... . . - --- - -�- - -._.__ lE - 21.6 HORN \ 30 LF of 12 "CPEP 0.5% REMOVE OUTSIDE DROP �Sof W,ys S 3219804 EXPIRES 8/21/09 SCALE Horiz. 1" = 20' Vert. 1" = 5' CITY OF 1 " =20' "ouartw wn lees /,ssi ° MAB RENTON MAB oxe nwx DATUM 1 AS -BU /LT MAB 2 -2009 "« oMC Planning /Building /Public Works Dept. PW QEI "W NO. REVISION BY DATE APPR �""+m: LH APRIL 2009 2008 SANITARY SEWER REPAIRS°° "° PME Alley in the 500 Block between M"o NO: Wells Ave N & Williams Ave N S -4 VM.. 4 Oi:1G 1�215-32� r L{ S - 3 e 00 N M 1 n N i a i J U WELLS AVE N. 1 j j i I j j 519 1 1 1 WELLSAVEN j I I I 1 j j WELLSAVEN I 509 j 507 WELLS AVEN WELLSAVEN I I I I I j I j � 1 I ~ I I I I W W Ln i I INLET #4 i a 447 443 + WELLSAVEN 1 i 1 � I I 1 2 -2009 #30 I I 1 yQ� F RIM 28 N = 509945.50 I I I 6" CONIC N.W. 28.28 M NO. 8" CONC IT 28.13. Q 3' CYCLONE FENCE a i— I I I 12085 � � RIM 30.2.2 5 R! - 4" s.w. 26s7 � ( 6" CONC S.W. 28.57 j I I I I 518 WILLIAMS A VEN I I I \ aG zz G I I REPLACE ALL EXISTING SIDE SEWERS WITHIN THE IALLEYRIGHT -OF -WAY I WITH 6" PVC (TYPICAL) I j I I I I 512 WILLIAMSAVEN WILLIAMSAVEN I I I I I ( S. 26.48 \ /� N. 26.48 Q I CB (38052 / RIM 6" CONC S.E. 29.46 I 506 WILLIAMS AVE N F,15A L IAMS E N `n a I 1 I i I I i 0 N 'd I 1 N I I a � ' 1 I I I I ( I I to I W I t l I a 1v 1 ( I I I I I =d I 1 I r ( I t � 1 I t 1 I a i 0 1 1 T I O 1 I 1 PPU 1 I 1 TI- I U m I o ( U I I I I I I I I I I o i I I 1 ( I I a 447 443 1 I I I WELLSAVEN 1 i 1 � I I 1 2 -2009 i I I 1 ' 1 t I N = 509945.50 I I I I M NO. I 1 I 3' CYCLONE FENCE a 1 I I I � - I � ( 1 I I N I 1 I t I i 1 t i GATE p I I -,T 5 t 1 5' CYCL`- FENCE I 1 I I I 1 N I 1 i I I I 1 RIM 30.71 I I 1 I I U I I I 1 I I i 6" CONC E. 29.53 N 'd 1 1 I I 1 I i i I i 449 WELLS AVEN I I 1 ( I I 447 443 1 I I I WELLSAVEN j WELLS 1 I 1 j 1 I j i t 1 STA. 46 +55.53 2 -2009 i i INT. OF N 5TH ST & ALLEY �QXE � NI Up 1 6 W ONE INCH N = 509945.50 I E 1629382.13 NO. \ I 3' CYCLONE FENCE I APPR I I �'1LC0WWLY - IE - T GATE -- - -,T 1 5' CYCL`- FENCE CB 8000 I 1 RIM 30.71 i 6" CONC E. 29.53 AVE N 6' BOARD FENCE I ti -- _- __ - -__1 — _ -_ — t t t I I I 1 t I I 1 I I I 440 WILLIAMS AVE N 40 j 1 444 WILLIAMS AVE N I 1 I ! � I I I 137 WELLS A+N I 6' BOARD FENCE ! W -41- -I x x x x i_ -_ -------- -� -- -- r- -L -- -- - -- — J -T Gba� 5' CYCLONE FENCE U z I � I o i I I n 1 I I j I I I 436 WILLIAMSAVEN I I I I ( I I j I I I j 432 WILLIAMS AVE N I AS -BUILT INFORMATION BASED UPON FIELD SURVEY PERFORMED SEP 17, 2008 BYPLS, INC. SIDE SEWERS SHOWN AS LOCATION OF TEE ONL Y BASED UPON NEW INLET #4 w TELEVISION INSPECTION. STA 413 �.,vRT- STA 43 +94.5, 2.9 RT �303..03. .6 0 . lE 12" N Lz .. .. .. .. .. .. .. .. .. .. .. 45+00 .. 5 . . .+. .0.. ..0 .. 46+00 . (: ... . . Oa x . . 47+00 . . . . . . . . . .. .. .. .. .. .. .. .. .. .. .. .. . . . . . : . . . .. .. .. .. .. .. .. .. . . . . 48+00 8 +00 . .. .. . . . : : . . . . . . . . . . . . . 49+00 .9 .. . + .0. .0 44 +00 RIM *"L= 28,20 o Q aa �REMOVE EXISTING 8" STORM O U Q o oo` REMOVE o U� EX STI °x ° IE 6 "(NW) 28.28' W IE 8 "(N) 28.13' ( . . . . . W a - -. -- - - -- - — - — - — — - - - - a — _ — — _ _ _ _ — _ — - — 30 o D . ... . . . . . . . . . 0 0 0 0 29LFof8 "PVC W REMOVE EXISTING 8" SE /, WER - wo a v^@ In 401 LF of 8" PVC @ 0.70% REMO 3E5 L 2 EXISTING SSMH /8053 ..... ......... ................ .. ........,... ..... ... .. .. .. .. ........ RIM 31.18' .. U a .......... ......,...... ... ...... ..... ... STA 484201 TO STA 48 +491. ........... ..... ..... _ IE 8' "(S) 26.48' (108' N OF MH 7889 TO IE 8 "(N) 26.48' X N .. 137' N OF MH 7889). .. . . (� - NOTE: - o v - 29 LF 8" PVC REPAIR 'W/ - 1. RECONNECTALL SIDE SEWERS; MH #B-2 a TRANSITION COUPLINGS: STA -�_^ —_^6. '-^ - _-T- 46 +21:9, 1.5 L T a NEW 54 TYPE B" MH RECONNECT EX SEWER 329805 RlM � -1�±- . ..31:21..... IE 8" S =�8 26.10 TO NEW MANHOLE � Si H N,o. �I 1E 8 "N= r3z 25.70 SCALE Horiz. 1" = 20' Vert. 1" = 5' s" s - TRIAD 1 I"=20' XOrsarta -wn lsasi+�, CITY OF APRIL 2009 2008 SANITARY SEWER REPAIRS RENTON ME: DATUM Alley in the 500 Block between °"°"' "`"°: Planning /Building /Public Works Dept. Wells Ave N &Williams Ave N S -5 CHEET: 5 0F:10 ox w MAB INLX 7 I AS -BUILT MA8 2 -2009 D: DMC �QXE � NI Up 1 6 W ONE INCH NO. REVISION BY I DATE I APPR I I �'1LC0WWLY XOrsarta -wn lsasi+�, CITY OF APRIL 2009 2008 SANITARY SEWER REPAIRS RENTON ME: DATUM Alley in the 500 Block between °"°"' "`"°: Planning /Building /Public Works Dept. Wells Ave N &Williams Ave N S -5 CHEET: 5 0F:10 w z w O z d a i U O U w y r- N L_ .. 1— — FOUND BRASS TACK SET IN CONC MON DOWN 0.5' (9123105) N 17758759 E 1298429.45 SD- HORIZONTAL DATUM: ° HELD THE ROAD CENTERLINE OF RAINIER AVENUE SOUTH (STATE ROAD NO. 5) AS N 19'58'03° W PER THE RECORD OF SURVEY PREPARED BY STEPAN & ASSOCIATES INC., DATED APRIL 1986 AND RECORDED IN BOOK 49 OF SURVEYS, PAGES 278, 278A & 278B, AUDITORS FILE NO. 8606039020. COORDINATES ASSOCIATED WITH THIS DRAWING ARE ASSUMED, ORIGINATING BENCHMARK: ORIGINAL BENCHMARK: ELEV. = 27.87 CITY OF RENTON SURVEY CONTROL MONUMENT NO. 1920 FOUND 3" BRASS DISK STAMPED "KING COUNTY SURVEY MONUMENT EN -61 1973" IN SIDEWALK ON THE EAST SIDE RAINIER AVE SOUTH. LOCATED NORTH SIDE OF SOUTHERLY DRIVEWAY TO BUILDING AT 604 RAINIER AVE SOUTH. ORIGINAL BENCHMARK: ELEV. = 35.76 CITY OF RENTON SURVEY CONTROL MONUMENT NO. 2102 FOUND COAST & GEODETIC SURVEY BRASS DISK STAMPED "TT 249" IN THE TOP OF THE SOUTHERLY END OF THE NORTHEASTRLY CONCRETE WINGWALL OF THE BURLINGTON NORTHERN RAILROAD BRIDGE OVER RAINIER AVE SOUTH. TBM A: ELEV. = 29.54 SET RED PLASTIC CAP ON 1/2" REBAR STAMPED "TRIAD CONTROL" 1.0' WEST OF THE BACK EDGE OF CONCRETE WALK ON THE WEST SIDE OF RAINIER AVE SOUTH 11.5' SOUTH OF THE SOUTH EDGE OF DRIVEWAY CUT BETWEEN SOUTH 3RD PLACE AND SOUTH 4TH PLACE. \ W PARCEL "F" \ W SSMH 268 IM 29.16 W 5' CYCLONE 12" PVC (IN -N) FENCE 12" PVC (OUT -W) CTR CHANNEL 21.06 WATER SERVICE WAS NOT WHERE SHOWN - "--SS IN DESIGN DRAWING, ACTUALLY WHERE NEW 12. IN WAS BEING INSTALLED. REPLACED i29� WITH NEW2 "POLYAFTER SEWER MAIN INSTALLED. m 12" CONIC IE 26.30 (OUT -N) FLOP/ LINE VER W —�- CURB CONC WAU( —"-^- _ -29-^` 6" CONIC IE 27,33 (N) 6" PVC IE 27.33 (S) \ 29. 3 TBM " i/ N19- 58'03 "W ° N y 0J W �2 W y v� Y U U COMMERCIAL SIGN RAINIER AVE sourH (STATE ROAD No. ) EXISTING fBUILDING EXISTING BUILDING 6" PVC (IN -5) - --- 6" PVC IE 24.83 (IN -E) 8" PVC (OUT -W) CTR CHANNEL 24.10 j ./ (GREASE TRAP) RECONNECT EXISTING SEWER fH\ TO NEW MH WITH 9 LF OF 8 "PVC @2.2 % - -- - - -- - -- SSMH 335 8 IDv \ - ---- - - - - - - -- 6" PVC TOP ELBOW 27.71 (GREASE TRAP) G o m / tt ------ -- J/ER EXISTING 8" SEWER D. ABANDONNED IN PLAC v� Y U U COMMERCIAL SIGN RAINIER AVE sourH (STATE ROAD No. ) EXISTING fBUILDING EXISTING BUILDING FOUND TACK SET _/ IN LEAD ON CONC MON DOWN 1.0'(9123105) N 177167.56 E 1298582.05 5- 329806 6" PVC IE 24.58 (OUT -W) FULL OF GELATIN LIQUID (GREASE TRAP) 6 "rCONC IF 25.92 (OUT -E) Cg p7585 TOP 27.52 6" CONIC IF 26.18 (OUT -E) APPROXIMATE LOCATION 8" CONIC SEWER LINE PER CITY OF RENTON AS -BUILT NOTES DATED 8 -26 -69 TITLED "SANITARY SEWER AS -BUILT TO SERVE JACK -IN- THE -BOX SO. 4TH PL & RAINIER AVE SO." \ o ll PA L 1 N Fes! 55 \Bz 6" PVC IE 24.83 (IN -E) FULL OF GELATIN LIQUID j ./ (GREASE TRAP) RECONNECT EXISTING SEWER TO NEW MH WITH 9 LF OF 8 "PVC @2.2 % SSMH 335 SSC TOP 29.21 6" PVC TOP ELBOW 27.71 (GREASE TRAP) a oU U�$G FOUND TACK SET _/ IN LEAD ON CONC MON DOWN 1.0'(9123105) N 177167.56 E 1298582.05 5- 329806 6" PVC IE 24.58 (OUT -W) FULL OF GELATIN LIQUID (GREASE TRAP) 6 "rCONC IF 25.92 (OUT -E) Cg p7585 TOP 27.52 6" CONIC IF 26.18 (OUT -E) APPROXIMATE LOCATION 8" CONIC SEWER LINE PER CITY OF RENTON AS -BUILT NOTES DATED 8 -26 -69 TITLED "SANITARY SEWER AS -BUILT TO SERVE JACK -IN- THE -BOX SO. 4TH PL & RAINIER AVE SO." \ o ll PA L 1 N Fes! 55 \Bz NN U W O a A c O will L M N ram m 1 REN S.P.654 -77 REC. 7802020715 I Y I 7L#302305 -9036 NHUNG M. CHIEM #2709 SSMH C.O.R.# 78 RIM = 109.13 FOUND MIC ® PC IE 8 "PVC(E)= 103.68 - 0.10 N'45'09 "W CL CHNL 8 "PVC(N -S)= 103.43 4' FENCE TALBOT RD. S. A T C RB O W A W L- � �T TNWD. SET MAG NAIL /WASHER CB RIM = 107.28 N= 169113.651' IE 8 "CONC(E)= 104.58 �r E= 1299211.995' ELEV. =107.30' SSMH C.O.R.# 79 RIM = 110.16 CL CHNL 8 "PVC(E -W)= 104.41 FOUND MIC 0 P.I. 0.28' N81'55'46 "W ASPHW DRIVE / I TALBOT CREST i °Eacxrn: JDH �t VOL, 76/p.35 3 PIE � r i � g U its 12-20091 N 13 I � I 4 PSiCE` 8.#302305 -9107 FREDERICK 0. KREBS #2703 CB RIM =108.74 /- IE 8 'PVC(E)= 107.24 / OHL° -- - -OHL ASPHALT DRIVE 16 "STW HP �- -ss G 30' \I 30 I � I 19 1� IL1855700 -0320 OSCAR F. HEM 3 O #2619, TALBOT CREST DR. S. i m FOUND MIC ® PT 0.28' S87'35'03 "W / Q SSMH C.O.R.# 95 N= 169365.868' 'o- RIM= 112.78 E= 1299175.068' CL CHNL 8 "PVC(N -S)= 105.93 ELEV =118.09' -6HL M / C8 RIM =113.18 C8 RIM = 110.23 IE 8'CMP(NE)= 709.98 IE 8'CMP(S)= 108.43 IE 18 "CONC(N) =109.98 IE 24 "CMP(S)= 109.48 CB RIM = 109.80 IE 8 "PVC(W)= 105.80 IE 187CMP(E)= 105.40 IE 24 "CMP(N)= 105.30 IS 24 "CMP(S)= 105.20 CB RIM = 111.49 IE 8 "PVC(SW)= 109.49 CB RIM(SOUD LID)= 110.94 IE 8 "PVC(NW)=1G8.24 IE 8 "CMP(SE)= 107.44 IE 12"CMP(E)= 106.94 IE 18 "CMP(W)=ID6.24 O CB RIM= 115.18 IE 8 "CMP(S)= 111.88 7L#889900 -0050 MARCIA A SMITH #2607, SHATTUCK CT. S. 77L¢889921 -0790 5 SAELEE KAO MENG NGING LIN 0500, S. 27th PL 79 SITE #1 f PA f 1 ! TALBOT CREST i °Eacxrn: JDH 30 VOL, 76/p.35 FOUND MIC 0 P.C. JDH i 0.28' N89'22'38 "W MAB 12-20091 N= 169387598' 13 12 REVISION E= 1299116.785' I DATE I APPR 'L°PR-�'„ ELEV =717.56' RO55700 -0130 74855700 -0120 LOWELL &RENEE MONTLEY COLBERT TRINA INTHAXAI #2606, TALBOT CREST DR. S. j # 2528, TALBOT ORES SET MAD NAIL /WASHER o N= 169413.524' CB RIM = 124.66 v E= 1299147.341' IE 8 "PVC(E)= 122.86 4' FENCE 120.69' \V. HEDGE 7' FENCE IL --1 d ONL �� tISE H RIM = 124.85 SSMH C.O.R.# 106 "PVC(V!)= 122.65 RIM = 126.26 FOUND MIC 0 INTERSECTION IE 18"CONC(N)= 121.35 CL CHNL 8 "PVC(N -S)= 178.37 0.32' N87 SSMH IE 18 "CONC(S)= 121.25 SSMH C.O.R.# 105 RIM =120.47 IE 8"PVC(NW')= 113.77 7LO89900 -0030 7LOB9900 -0020 CL CHNL 8 "PVC(N -S)= 112.82 MARION J. & KIMBERLY F. ROBERTS DALE DAHLMAN #409, S. 26th ST. #403, S. 26th ST. 7Lj889900 -0040 2 JAY S. & MICHELLE A. ANTRIM $ #2601, SHATTUCK CT. S. 4 VICTORIA PARK NO. I VOL. 83/pj28 110 AS -BUILT INFORMATION BASED UPON INSPECTION NOTES. EXPIRES 8/21/09 j " °Po D19'r �� _ CITY OF APRIL 2009 ZTM RENTON 2008 SANITARY SEWER REPAIRS _�" DA7UM _EENE No: Planning /Building /Public Works Dept. Talbot Rd. S. (Near Talbot Crest Dr. S.) S -7 sxEer: ' as:" � :5'S A01 9077 ®E® 1 " =20' °Eacxrn: JDH JDH i AS -BUILT MAB 12-20091 M.m DMC 1{' NM ONE XE I X.ryI �""`" "X011' NO. REVISION BY I DATE I APPR 'L°PR-�'„ EXPIRES 8/21/09 j " °Po D19'r �� _ CITY OF APRIL 2009 ZTM RENTON 2008 SANITARY SEWER REPAIRS _�" DA7UM _EENE No: Planning /Building /Public Works Dept. Talbot Rd. S. (Near Talbot Crest Dr. S.) S -7 sxEer: ' as:" � :5'S A01 9077 ®E® 0 w A N a1 G 7LI302305 -9016 JEFF & BENADINE SCHULTEK ft #302305 -9050 #2921 JACK M. & JANE I. HAWKINS #2825 h w CB RIM =9714 p IE 8-PVC(E)=94.44 o! a IE =83.1 48 "CMP 6' FENCE S�9g..6. ,p....�_..�.p...._ ®— HEDGE — CONIC ® —�' 36 °C DAR DRIVE CONIC WALK pHL OHL 24 °FIR A 2 °CEDARry ONC CURB GUTTER 16 "STW HP 2 7LI302305 -9025 JANICE M. NOBLE #2819 FOUND 1 -3/4 °BRASS CAP W /PUNCH IN CONIC MON IN CASE C.O.R. 1699 HELD FOR CENTERLINE N= 168758.590' E= 1299201.184' CB RIM =99.60 ELEV, 99.34' ` IE TPVC(SE) =98.35 MEN Y AgCEL 1 7L #302305 -9105 CHRISTOPHER P. CLIFFORD #2719 o--4, FENCE -NICE — 0 o r CB RIM= 103.35 I IE 8-PVC(E)=10 --pl_ pHL � 'p HL _ pHL —�--�" "-'�— �_— CS RIM =99.36 CB RIM = 703.71 CB RIM =97.17 IE 8 "PVC(W) =98.06 IE 8 "CPEP(W) =100.11 0 ® IE =90.0 C 8 "PVC(W) =94.17 IE 24 "CMP(N -S) =95.27 V SMH C.O.R.# 77 24 °CMP IE 24 "CMP(N) =92.97 IM = 702.35 SSMH C.O.R.p76 IE 24 °CMP(S) =92.72 IE 8 "PYC(E) =96.75 RI M=97.72 2 IE =89.9 IE =87.5 CL CHNL 8 "PVC(N -S) =96.65 CL CHNL 8 "PVC(E -N -S) =91.82 12 "CONC 48 "CMP SITE #2 REPAIR � sic #899921 -0800 / TRACT A \ - 110 . ................................................................................. ............................... ... �.,...(, «s.,�.�� ...... �,...... EXPIRES 8/21/09 REPLACED 40 LF OF EXISTING DAMAGED 811 CONCRETE c 32980 SEWER WITH 8 "PVC US /NG APPROVED FLEXIBLE COUPLINGS. S PACE 1 „ =20' ."M wn it90/1B , APRIL 2009 )MGM. CITY OF 2008 SANITARY SEWER REPAIRS p`!` ��^�' JDH � R E N TO N P�E AS —BULL T INFORMATION BASED UPON ,w„,„- No, °HF- E� DATUM 7 AS -BUILT MAB 2 -2009 " DMC .,nn uc Planning /Building /Public Works Deft. Talbot Rd. S. (2900 Block) S —g INSPECTION NOTES. IF NOT 04E " N0. REVISION BY DATE APPR raexorcLH r_uE°�'"�`' sno:r. 8 or:10 00 m N M i n N i O U PAY LIMIT TRENCH BACKFILL 6' -0" FOR 18" TO 6" SEWER LINES AND 12" CPEP STORM PIPES a a a a a. a - 4 SEE DETAIL FOR STREET RESTORATION REQUIREMENTS EXIST. CRACK AND SEATED- CEMENT CONC. PAVEMENT, TYP SEE CONSTRUCTION NOTE 16. a d SUBSEQUENT BACKFILL MATERIAL (NATIVE IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9 -03.19 (SELECT BACKFILL) OF THE SPECIAL PROVISIONS. O 6 a a a. a a d d O 6 G O 18" TO 6" SDR 35 PVC SEWER PIPES PROPOSED 18 " -6" SEWER PIPE AND 12" CPEP STORM PIPE FOR SEWER PIPE: PIPE ZONE MATERIAL PER SECTION 9- 03.12(3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING. EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER. MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST 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. DETAIL 1 MANHOLE #A -4 SHATTUCK Q S 3rd ST NTS N0. 12" TYP TRENCH (SEE DETAILS) FPAY LIMIT OF TRENCH PAYMENT LIMIT OF PATCH ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL N FS SAWCUT FINAL JOINT TYP. EACH SIDE EXIST. ASPH. CONC. PAVEMENT, TYP, 2" OF 1/2" HOT MIX ASPHALT PATCH 6" OF 1" HOT MIX ASPHALT PATCH 6" CRUSHED SURFACING TOP COURSE BACKFILL (SEE BEDDING /BACKFILL DETAIL) NOTES: 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED PER SPECIAL PROVISION 5 -06.1 AT END OF EACH WORK DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND THE UNDISTURBED EDGE OF THE TRENCH. 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCIDENTIAL TO OTHER ITEMS OF WORK. 4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN (2) WEEKS OF COMPLETION OF WORK WITHIN THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER. r 3 I w O I T O NEW CATCH BAS w z J Ld w z z w U r w J Q ASPHALT PAVEMENT ALLEY RESTORATION NTS REVISION JDH r I w O I r O 1/2" HOT MIX ASPHALT PATCH (1 LIFT) 'USHED SURFACING TOP COURSE 4CTED TRENCH BACKFILL CONSTRUCTION NOTES 1. HORIZONTAL DATUM IS NAD '83 '91 BASED ON TERRESTRIAL TIES TO THE CITY OF RENTON CONTROL POINTS AS SHOWN ON THE RESPECTIVE PLAN SHEETS. VERTICAL DATUM IS NAVD '88 BASED ON CITY OF RENTON CONTROL POINTS AS SHOWN ON THE RESPECTIVE PLAN SHEETS. 2. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 3. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. 4. STATIONING SHOWN IN CENTERLINE OF ROADWAY OR SURVEY CONTROL LINES AS DEFINED BY THE CONTROL POINTS. 5. ALL MANHOLES SHALL HAVE LOCKING LIDS. 6. SET ALL MANHOLE LIDS TO FINISHED GRADE. 7. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS OF MANHOLE AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 8. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS. 9. 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 #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. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION. 14. EXISTING SIDE SEWERS SHOWN ON THE PLANS WERE LOCATED USING TELEVIDEO. BECAUSE OF STANDING WATER IN THE SEWER DURING THE TELEVISION INSPECTION, SOME ACTIVE SIDE SEWERS MAY NOT BE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL REPLACE /RECONNECT ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAINS TO THE PROPERTY LINE UNLESS OTHERWISE SHOWN ON THE PLANS, CONSTRUCTION SEQUENCING 1, THE CONTRACTOR SHALL PERFORM FINAL PAVEMENT RESTORATION TO EACH ROAD /ALLEY /WORKSITE PRIOR TO BEGINNING WORK AT A NEW SITE. as CITY OF AS SHOWN xowzartu: w i °w/, °'�'°°' RENTON ONE wa DATUM ^T FuL Planning /Building /Public Works Dept. IF NOT ONE INCH 5(NE ILLCPINNOLY 5- 329809 AS -BUIL T INFORMATION BASED UPON FIELD SURVEY PERFORMED SEP 97, 2008 BY PLS, INC. SIDE SEWERS SHOWN AS LOCATION OF TEE ONLY BASED UPON TELEVISION INSPECTION. 2008 SANITARY SEWER REPAIRS DETAIL SHEET APRIL 2009 00 rn rzlN M N CL G J 3 0 U EXIST TYPE B 58" SHALLOW MH RIM 37.16 IE 8" N 30.48 IE 8" S 30.56 15" SANITARY SEWER EASEMENT 20081028000318 NEW 8" MH I -- - —_J RIM 37.16E 61.5' IE 30.64 - -- -- - - ) L — IE 30.66 30.70 10,5' Z I E (NO SURVEYED, INVERT I TERPOLATED co � C) I ( co/ FROM XIS MANHOLES ? 0i �( Cc EXIST � �I Q — - RIM SHALLOW MH LOW IE 8" N 30.75 IE 8" S 30.70 ( — NEW 48" MH RIM 37.16E IE 8" N 30.64 LE 8'..S 30:66.. ...... .......... . IE 8" E 30.70 sa >` CITY OF (NOT SURVEYED, INVERTS INTERPOLATED �xlsnnlc GROUND — — .. .. ..... FROM EXIST MANHOLES) APPROX 211 LF of 8" PVC @ APPROX AS- CONSTRUCTED INFORMATION BASED UPON 910 INSPECTION NOTES AND TELEVISION INSPECTION. RIM AND INVERT ELEVATIONS SHOWN ARE R9. zowG- Naw 198e HOH130XfP1: WN 1983/1991 CALCULATED USING AS INFORMATION FROM 9£9,9X£9: MAB =2D sa >` CITY OF 2008 SANITARY SEWER REPAIRS -BUILT .� RENTON DRW: S -0593 AND CONVERTED TO CURRENT DATUM ( +3.58). MAB �E a� DaruM SARTORI SCHOOL PROPERTY ��oMC Planning /Building /Public Works Dept. BETWEEN PARK AVE N AND GARDEN AVE N APR 9. NO. REVISION BY DATE APPR R��Aaxa. LH (2 -8 11 Is - :3P9T)n APRIL 2009 P.. S -10 10 oP10 EQ©© ©n 00 rn N M n N CL a c� m. REVISION SHATTUCK AVE S - S 2ND ST TO S 4TH ST ALLEY - 500 BLOCK BETWEEN WILLIAMS AVE N WELLS AVE N RENTON CENTER - S 3RD PL TO SOUTH 0®® � ` / ' ( / � CV) Q w I I / . / �� 000720 -0054 I 000720 -0157 I° /f .�S FRED B & ERNA M SANDOY SCI MGMT. CORP CONC WALK 30' U 30' 30" $220 $300 N f U 3� D.C. D.C. 30' I N SSMH C.O.R.$ 84 { / Q ( 3 RIM= 32.44 IE 12° CONC(NW)= 21.89 // ASPHALT �it �, 000720 -0184 z Vj E z4° DI (s) =2o.fis PARKING REPLACE EX. CLAY SIDE > / SG MGMT. CORP ° IE 15° PVC (E) =20.74 J SSMH C.O.ft.$ 149 SSMH GO.R.$ 151 C8. RIM =31.32 �� RIM =31.77 SEWER FROM GUTTER TO I T.D.C. RIM = 37.30' S IE- 6-CONC(N)=28.82 IE 24° CONC (S) =21.57 ( IE 8 °PVC(E) =23.65 41 IE 12'STEEL(NW) =21.42 NEW SEWER MAIN `a SDMH RIM =31.54 IE 24° DI N =21.32 ? IE 8-CONC(W)=22.75 1 3 9 CONC WALL ( ) m 0 50 E O a CL CHNL 24° CONC S -N =21.20 � Q ® _ Q 72 °Ga1(NW -SE)=27.34 ° fi, 3 Pmt RIM =30.94 TYPICAL S ° I IE =31.1 IE IE 6-CONC(W)=29.49 E -31.4 0.'PVC 4'PVC6 4 °STEEL CONIC WALK - 3 °MAPLES cri CO ° �{ P UP A'L� 71PICAL i' HIGN CONIC WALL � I CPI')NC WALK ®� 4" STEEL CONC WALK c D ® G O MHI #A -1 m w _ w w mo w w SHATTUCKAVE. S. 3 "3 MH #A 2 °+o W- m w W W N019924°E o $� W 8° W w w J549.67° n -- o o w- 1 MH #A -3.' -® )10 +00 E SD 1 3 0 In SD o° 9 m � sD 2 °PE -A IP MH #A-4 ° CONIC WALK ® � b �- � s � c � c ❑ D c-�__ UP UP UP UP SDMH RIM =31.86 UP UP ® CONC WALK ®p O IE 8°CONC(W) =25.86 s 3 °MAP1E5 G UP up UP FOUND MIC 12-S) =22.86 y TYPICAL IM =31.43 FOUND N52'4d'09'EI - - v CB RIM =30.84 SSMH RIM=3ll0 CONIC uP- CONC{SE) =29.28 N iJ8598.Z9 STA 4 +5D.22 IE 6 °CONC(E) =28.14 - IE 12 °CONC(W) =23.20 _ SDMH RIM =30.98 E 1299908.43 INTERSECTION COORDS / / SDMH RIM =31.32 IE 6-CONC(NE)=28.04 RECONNECT EX SIDE SEWER IE 12°PLASTIC(N) =22.25 CL CHNL 12 °CONC(N -S) =22.18 L N 178598.12 / / TOP 30 °STEEL CASING TO NEW SEWER MAIN IE 12-CONC(S)=22,15 I 0 3 °TYPICAL CB RIM =30.58 Y EIEV 31.40 J E 1299208.21 (NW -SE )LAY (2 00072DNC ST IE 6-CONC(E)=28.48 36" 3 IE 12° CLAY (N -S) 22.82 SAFEWAY INC STORE 1 J � $203 IE 6 °CONC(E) =28.23 � HAZLNT. 9 0 E 000720 -0172 / T.D.C. STEEL ICON LLC 000720 -0115 SDMH RIMCTURE .? SENS CORP TOP CTRL STRUCTURE b 30 3, o a $211 8 °CMP(SE) =29.71 d c o c REPLACE ALL OF THE EX. $212 E 8 °CMP(SE) =27.01 I eogR ciry of REINSTATE EX, SIDE SEWER / CONC. SIDE SEWERS FROM D.C. E 78 °CMP(W) =27.01 000 RA pi FAh TO NEW SEWER MAIN USING THE GUTTER TO THE NEW _ _ _ o ®W �'?O OjaeNF R "'\. f TRENCHLESS METHODOLOGY SEWER MAIN SDMH RIM =30.97 I ( RECONNECT EX. PVC SIDE TOP 8 °DI(E -w) =23.92 SEWER TO NEW SEWER MAIN CL CHNL 12 °CONC(N -S) =21.97 -w- ZS No 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 s 0 v w :143 LF OF24" . . . REMOVE .......... ZO 2O PLU G AND FILL EX 24 "CO N C CURED -IN -PLACE PIPE EX. SSMH STA' 9 +68.9, 0.0 RT RIM =31.30 REMOVE REMOVE E 8 "PVC(E) =23.65 EX. SSMH:STA 4 +39.76 1.6 LT : EX. SSMH STA 5+87.80, 0.5 LT : : IE 8 "CONC(W) =22.75 ...:... :.. RIM = 32:44 ......... : .... ...............:........RIM =31:77 .......... ....:.........:.........:.........:.........:.........:.........:.........:.........:. ........:.........:.........:.. - - - - . - :.. - - - ....:....... ..:.........:.........:........ CL. CHM.$0 "SEEL(S.:N). 21.20 ......:.........:.... . IF 8" CONC (NW) =21.89 IE 24-CONC (S) =21.57 IE 24" DI:(S) =20.89 IE: 12" STEEL (NW) =21.42 - IE 15° PVC (E)= 20.74 IE: 24" DI (N)= :21.32 : SCALE: - HORIZ: 1" = 20' 10 ........... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..... VERT:T._.5........ ......... ......... ......... .. _...... ....... ......... ......... ....... ......... .. .......:.........:_...._.:..... 10 S=32-98 12 EXPIRES 8/21/09 DEC 2007 2008 SANITARY SEWER REPAIRS Shattuck Ave S. (S 2nd St to S 3rd St) S-2 soz o: 2 9 131219181 T MH #A -1 STA 4 +39.76, 1.6 LT : MH #A -3 STA 5 +84,92, 8.0 RT MH #A -2 STA _5 +88, 0.5 LT ...:40...... REMOVE:EXMHAND ........... .... ...NEW 60 "MH.... ......... ..R M0 EX._1C1h14ND. ......... ......... ......... ......... ................... ......... ......... ......... ......... ..... -... ........- ......... MH# A- 4 .STA.9 ±69.2;9.0.R.T..:......... ......... ..... 40 REPLACE WITH NEW 60 "MH : NE 48" MH RIM= 31.71 REPLACE WITH NEW 60 MH RIM= 32.4± IE 18 E = 21.46 RIM= 31.81 _ + IE 15" E =.20.74 IE 10" N = 22.72 IE12 "W= 21.51: 1E24 "N =21.32 ............. IE 24 "S = 20.89 _ ... ..... ...... .:.. ... ................. ....... .........: _ . .....:.. _ .............. lE.8- W.= 22.83 (RECONNECT. EX.) . ...... ..... . IE�10 5- 21:57: 1E 10"5=21.66 lE 8" NW = 21.89 IE 18"W=21. 42 !E 8 "E =2a59 (RECONNECT EX.) EX. GROUND ® ROAD CENTERLINE ...:30 ...... ......... ......... ......... ......... ._...... . - ....._.. . . ..... ......... ......... ......... ......... ......... ..._.... ......_. ......... ......... ......... ......... ......... ........ .... ......... ...._... .. ... ......... ..... 30 4 LF OF 18" PVC @ 1.0% BETWEEN MH #4 AND MH #5 ......... ................ _ ...................... .............................:. ...... ............................................................................................ ........................- ...... _ -............. .. ..... ..... ............................... ..................... 380 LF OF 10" PVC @ 0.30% EX: 24" DI SANITARY SEWER: s 0 v w :143 LF OF24" . . . REMOVE .......... ZO 2O PLU G AND FILL EX 24 "CO N C CURED -IN -PLACE PIPE EX. SSMH STA' 9 +68.9, 0.0 RT RIM =31.30 REMOVE REMOVE E 8 "PVC(E) =23.65 EX. SSMH:STA 4 +39.76 1.6 LT : EX. SSMH STA 5+87.80, 0.5 LT : : IE 8 "CONC(W) =22.75 ...:... :.. RIM = 32:44 ......... : .... ...............:........RIM =31:77 .......... ....:.........:.........:.........:.........:.........:.........:.........:.........:. ........:.........:.........:.. - - - - . - :.. - - - ....:....... ..:.........:.........:........ CL. CHM.$0 "SEEL(S.:N). 21.20 ......:.........:.... . IF 8" CONC (NW) =21.89 IE 24-CONC (S) =21.57 IE 24" DI:(S) =20.89 IE: 12" STEEL (NW) =21.42 - IE 15° PVC (E)= 20.74 IE: 24" DI (N)= :21.32 : SCALE: - HORIZ: 1" = 20' 10 ........... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..... VERT:T._.5........ ......... ......... ......... .. _...... ....... ......... ......... ....... ......... .. .......:.........:_...._.:..... 10 S=32-98 12 EXPIRES 8/21/09 DEC 2007 2008 SANITARY SEWER REPAIRS Shattuck Ave S. (S 2nd St to S 3rd St) S-2 soz o: 2 9 131219181 T rn N M N d G a 'a V 0 W 11400 E 30' 4 I �< 1050E il I i � I o� 9 o z U Q I(i ® ti n m a �. -.. a FOUND CASED 4w SQ. CONC MON W/ CU TK IN PB C.O.R. #1140 N= 178048.658' E= 1299195.521' ELEV. 31.00' CB RIM =30.50 IE 6 -CONC(W) =27.80 O n CONC WALK 2 °PE -A IP CO #A -1 CONC WALK CB RIM =30.48 CB RIM = 30.12) IE 6'CON N -2838 m S: (NI SSMH C.O.R.# 161 RIM =31.03 CB RIM =30.59 I I ( IF 8-CONC(W) =23.13 IE 6'CONC(W) =29.49 Cl CHNL 24- S) =21.5K CB RIM =30.52 7 TED 6 CONIC (E) =2872 ( I I 784/30 -OO.iS IE 6 °CONC(SE) =28.62 - CORP CATHOLIC ARCHBISHOP IE 8 °CONC(N) =28.52 CONIC WALK N REg0NNECT EX. PVC SIDE SEWER TO THE NEW SEWER MAIN 8 9 I 10 f SSMH RIM =30.87 - ® 112-CONC(W)=2147 C I � CL CHNL 24 °CONC(N�S) =21.92 �- O M ti MH #A -6 0 "Y 2'PE IP � a CB RIM =2930 N SHATTUCKAVE. S. S0199.24"W $ o CONC WALK SMI THFRS' FIFTH ADD. I 30' 30' VOL 16/p.33 3 NEW CLEANOUT RIM= 31.0± MH #A -6 STA 12 +25, 0 RT : REMOVE:EX. MHAND RJM= 31.0± FOUND CASED a SQ. NEW 48" MH REPLACE WITH NEW 48" MH ...................... :........IEB ".S.= .23:06 ....... :.... IE 8 °N = 22.90.......:.........:... CONC MON W/ 2- DOMED BRASS IF 8" W = 23.14 (RECONECT EX !E 10" S = 22.44 N= 177488.77 !E8 "A1 =22.54 E =1299187.21 :1E 18 "E =22.32 ^ I ELEV.= 29.55' 10„ N JE --2151 30 .........:.... ....:.........:....... .:_ __ ........ ........... .... ................. :.........: ........:.........:.........:.........:_...................._...................... ......................_........ .. ...... .:... 30 11 1 12 13 14 15 CB RIM =29.77 1 IF 6-PVC(E)=28.66 IF 6-CONC(W)=28.56 CB RIM =29.00 IE 6 °CONG(SW) =27.90 _ ._GONG WALK N SHATTUCKAVE. S. S0199.24"W $ o CONC WALK r JIF1 IVYVV INTBSEC110N COORDS N= 177488.81 6' W 4H #A a SDMH RIM-30.78 C( )- IF 6 STEEL(N) =29.22 IE 6-CONC(W)=28.40 ( �jj� i"� I I -0 _ \,j lu uw `�J 10-DEC - e>rnnu r / o - o 0 0 8' FENCE QL G 10 °DEC DRIVEWAY - .'I }{z (CHANNELED) ¢ IE 6'CONC(E) =28.30 SDMN RIM =30.37 J o o- o o o o 0 0 9 O E IE 6-CONC(SW)=28.08 a IE 12 °PVC(E) =23.37 1jJ o CATE IE 6-CONC(W)=27.28 REPLACE EX. CONC. SIDE IE 12 °PVC(N -S) =21.67 V I $ IE 6-CONC(S)=26.48 SEWER FROM WEST OF THE N CB RIM =29.23 IF 6-CONC(W)=27.21 IM =30.12 0 3a' IE 12'CONC(N -S) =22.13 ° IE 24 CONIC N -S) =21.83 SOMH RIM =29.61 SSMH C.O.ft.# 762 {W) =27.21 EX. CATCH BASIN TO THE 82385 -9118 t E 8 °GONG {E) =25.01 IE 19-CONC(E)=22.32 (N)=22 � � 4. REPLACEALL OF THE EX. IE 24 °CONC(NW) =21.81 IE 24" CONIC (N) =22.32 °w 3 TENNESSEE GROUP LLC IF 24 "CONIC 5 - 000720 -0132 NEW SEWER MAIN = :; -p CONC. SIDE SEWERS FROM CL CHNL 12"CONC(N -S) =21.67 O -21.02 I #440- RAINIER AVE. S. RONNIE A. & ROBERTA K. MCDONALD z I THE GUTTER TO THE NEW T.D.C. I CB RIM-29.25 I 30' I H.H.TOBIN D.L.C. NO, 37 SEWER MAIN IF 6'CONC(E) =27.65 SDMH RIM =29.58 -- - CL CHNL 12°CONC(N -S) =21.68 r 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 . . 40 .. .:.........:.... ....:.........:. .......:...... ..: l CJ) I 30' 30' 3 NEW CLEANOUT RIM= 31.0± MH #A -6 STA 12 +25, 0 RT : REMOVE:EX. MHAND RJM= 31.0± !E 8° S = 22..80 r JIF1 IVYVV INTBSEC110N COORDS N= 177488.81 6' W 4H #A a SDMH RIM-30.78 C( )- IF 6 STEEL(N) =29.22 IE 6-CONC(W)=28.40 ( �jj� i"� I I -0 _ \,j lu uw `�J 10-DEC - e>rnnu r / o - o 0 0 8' FENCE QL G 10 °DEC DRIVEWAY - .'I }{z (CHANNELED) ¢ IE 6'CONC(E) =28.30 SDMN RIM =30.37 J o o- o o o o 0 0 9 O E IE 6-CONC(SW)=28.08 a IE 12 °PVC(E) =23.37 1jJ o CATE IE 6-CONC(W)=27.28 REPLACE EX. CONC. SIDE IE 12 °PVC(N -S) =21.67 V I $ IE 6-CONC(S)=26.48 SEWER FROM WEST OF THE N CB RIM =29.23 IF 6-CONC(W)=27.21 IM =30.12 0 3a' IE 12'CONC(N -S) =22.13 ° IE 24 CONIC N -S) =21.83 SOMH RIM =29.61 SSMH C.O.ft.# 762 {W) =27.21 EX. CATCH BASIN TO THE 82385 -9118 t E 8 °GONG {E) =25.01 IE 19-CONC(E)=22.32 (N)=22 � � 4. REPLACEALL OF THE EX. IE 24 °CONC(NW) =21.81 IE 24" CONIC (N) =22.32 °w 3 TENNESSEE GROUP LLC IF 24 "CONIC 5 - 000720 -0132 NEW SEWER MAIN = :; -p CONC. SIDE SEWERS FROM CL CHNL 12"CONC(N -S) =21.67 O -21.02 I #440- RAINIER AVE. S. RONNIE A. & ROBERTA K. MCDONALD z I THE GUTTER TO THE NEW T.D.C. I CB RIM-29.25 I 30' I H.H.TOBIN D.L.C. NO, 37 SEWER MAIN IF 6'CONC(E) =27.65 SDMH RIM =29.58 -- - CL CHNL 12°CONC(N -S) =21.68 r 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 . . 40 .. .:.........:.... ....:.........:. .......:...... ..: MH #A -'7 STA.11 +55.1:1,.4.5 RT :.........:.........:.... ....: ...... ................ .....:. _ . ....:. _ _ .. _ :...... 40 CO #A -1 STA 11 +10, 4.5 RT NEW48 "MIl MH #A -5 STA 15 +60; 1.8 RT NEW CLEANOUT RIM= 31.0± MH #A -6 STA 12 +25, 0 RT : REMOVE:EX. MHAND RJM= 31.0± !E 8° S = 22..80 NEW 48" MH REPLACE WITH NEW 48" MH ...................... :........IEB ".S.= .23:06 ....... :.... IE 8 °N = 22.90.......:.........:... RIM= 30.3±.. ..:.. ...........................:... ... :.......... ... .. ............. &. RlM- 30:12± IF 8" W = 23.14 (RECONECT EX !E 10" S = 22.44 IE24 "S=.21.02 !E8 "A1 =22.54 :EX. GROUND: 0 ROAD CENTERLINE - - :1E 18 "E =22.32 _ 10„ N JE --2151 30 .........:.... ....:.........:....... .:_ __ ........ ........... .... ................. :.........: ........:.........:.........:.........:_...................._...................... ......................_........ .. ...... .:... 30 PLUG AND FILL EX. 24 "CONIC. REMOVE EX. 24 " CONC. 41 LFOF ... .... 8" PVC @0,4%.. k.E.X.24". : ZO . 182.......:. REMOVE ........:... _ ... .:.........:.........:......... REMOVE.......:.... 10 "PVC @ 0.28%... _ .. _ ..:.. _ _ ..:.. . 2O 331 LF OF REMOVE EX. SSMH STA 11 +55.11 0.0 R'(' EX. SSMH STA 12 +82.51 0.0 RT: RIM= 31.03: RIM =30.87 EX. SSMH STA 15 +60.14 2.0 RT - IE 8 "CONC(W) =23.13 IE 12-CONC(W)=23.47 RIM =30:12 - - CL CHNL 24 "CONC(N -S) =21.58 CL CHNL 24 "CONC(N =S) =21.92 IE 18 "CONC(E) =22.32 IE 24" CONC(N) =22.32 - ............................... ............................. ....... :.... .....:.......... ............................... .................... ...JE.24 CDNC(S )= 21..02........................ EXPIRES 8/21/09 329813 10 PACE AS SHOWN xa+¢'wn ,ae' a�7,ae, „ yl C I TY 0 F � DEC 2007 JDH RENTON 2008 SANITARY SEWER REPAIRS o oluxw: ul1 JDH 0x ' mww Na DATUM ° DMG " *"'�= Planning /Building /Public Works Dept. Shattuck Ave S. (S 3rd St to S 4th St) S -3 m xor ox[ "w NO. REVISION BY DATE APPR 3 9 S -3��g 00 N M n N d G z 0 W N = 510600.93 E = 1629393.37 i 8" S. 26.93 I ' I SDMH 10346 I. -' 8" N.E. 25.72 8" E. 23.65 i 24" E. 20.93 I 24" W. 21.17 j t RIM 30.26 i - ( II ° �Y'W 1 I "SPEED 10" ;= I i NI I N HORIZONTAL &VERTICAL CONTROL i I >� I 3 z W: o ° 546WILLIAMSAVEN MONUMENT � Q LL 0 WT. OF N 6TH ST & WELLS AVE N "X4" i 1 5g `i I FND 4 GONG MON IN CASE I I W SIGN 'STREET w/1 -1/2" BRASS DISC w /PUNCH MARK ID° I d N = 510599.5770 i 1 ' 3�(n E = 1629530.1150 i MONUMENT 1 I I tp i I I, INT. OF N 6TH ST & BURNETT AVE N FND 4 "X4" GONG MON IN CASE W/ 1 -1/2" BRASS DISC W/ PUNCH MARKI N = 510605.1020 E = 1628973.1330 ELEVATION - 30.36 I 1 cp I BENCH MARK � I >= 1-- TOP OF SW BOLT OF TRAFFIC 111 o SIGNAL BASE AT THE NE QUADRANT W OF INT. OF PARK AVE N & I 1 N 6TH ST ELEVATION = 32.37 I �I o N II I W N = 510600.93 E = 1629393.37 i 8" S. 26.93 I ' I SDMH 10346 I. -' 8" N.E. 25.72 8" E. 23.65 i 24" E. 20.93 I 24" W. 21.17 j t NI i I � I i� N 1 1 3I I I I I , I i 1 , I RIM 30.26 i - ( II ° I SIGN 1 I "SPEED 10" rI I i i I >� I 3 z W: o ° 546WILLIAMSAVEN � Q NI i I � I i� N 1 1 3I I I I I , I i 1 , I 3 3 M RI.T17"IMMr i RIM 30.26 6" CONC W. 27.88 I SIGN 29.55 "SPEED 10" rI I i i I >� I 3 z W: .. ° 546WILLIAMSAVEN I Q LL 0 w� i 1 5g `i I .I I I W SIGN 'STREET ID° I d 1 i 3 3 M RI.T17"IMMr i I I I i 533 WELLS AVE N j I I 541 WELLSAVEN I j j I I I � IREPLACEALL EXISTING j :SIDE SEWERS WITHIN THE ALLEYRIGHT- OF-WAY j jWITH 6" PVC (TYPICAL) 4" CONC W. 28.30 6" CONC E. 27.99 6" GONG W. 27.98 E. 28.40 CONC S. 28.26 540 4Tj 1, 0 WELLS AVE N. 526WELLSAVEN i I I I I j I I i I j I I I I I FENCE . ............. f164 j 29.87 V 4" ADS 28.20 CONC E. 27.65 534 WILLIAMS AVE N 3" IRON S.E. 25.75 6" CONC S.W. 25.75 8" TILE S. 25.75 8" TILE N. 25.75 CONC W. 28.51 WILLIAMSAVEN 523 WELLS AVE N aG O (h� I I I I I I 523 WELLS AVE N I CB #12094 RIM 30.26 6" CONC W. 27.88 I SIGN 29.55 "SPEED 10" rI I i i YI G >� I 3 z W: I ° 546WILLIAMSAVEN I Q LL 0 w� i 1 5g `i I .I I I W SIGN 'STREET ID° I d I I I i 533 WELLS AVE N j I I 541 WELLSAVEN I j j I I I � IREPLACEALL EXISTING j :SIDE SEWERS WITHIN THE ALLEYRIGHT- OF-WAY j jWITH 6" PVC (TYPICAL) 4" CONC W. 28.30 6" CONC E. 27.99 6" GONG W. 27.98 E. 28.40 CONC S. 28.26 540 4Tj 1, 0 WELLS AVE N. 526WELLSAVEN i I I I I j I I i I j I I I I I FENCE . ............. f164 j 29.87 V 4" ADS 28.20 CONC E. 27.65 534 WILLIAMS AVE N 3" IRON S.E. 25.75 6" CONC S.W. 25.75 8" TILE S. 25.75 8" TILE N. 25.75 CONC W. 28.51 WILLIAMSAVEN 523 WELLS AVE N aG O (h� I I I I I I 523 WELLS AVE N I CB #12094 iFY!Y.a471#iL'ii66'L'iff.HTi I EXISTING CB RIM 30.58 NEW TYPE I CB #1 STA 40 +20, 3.0 RT IE 8 °(NE) 25.72' RIM = 30.0± IE 8 °(E) 23.65 NEW INLET #2 STA 40 +76, 3.0 RT E 24(E) 20.93• IE 12" N & S = 24.40 RIM = 30.0± NEW INLET #3 STA 42 +05, 3.0 RT IE 24 "(W) 21.17• RIM = 30.0± IE 12 "S =24.24 !E 12 "N &S =24.68 IE6 "W =2750 IE 12 "N &S =25.33 lE6 "W =26.50 40 +00 41+00 42 +00 43 +00 - - -- ---- -----�................. ....................- ... .....I. ... .. .... .. .. ...I... STA 42 +41.24 NG - EXIST SSMH #81 fi2 - - - - RIM 30.38' - IF 3 "(SE) 25.75' - 35 - - - - - o - oW 8(5))2 o: o z 0 o o W REMOVE ,- _ t- r, _ EXISTING CB a a G W a Q e REMOVE IE 25:75' 35 IE 575' 'IE 8" N' ' 25.75` oo : oo p Ow. o to x : x 3 x , RIM 30.95• EXISTING CEI o Q o a IE 4" W 26.30' oo. x of 6 "(E)27.99' a o . o a o . o N Ir `° EIM 6 "(W) 28 5P : : : : ly,l xo. �ow x z. �� o. ( ) a Ld NOTE.-.:_ 3 0.. .............. 1. RECONNECTALL SIDE SEWERS Ld 30 56 LF of r 190 LF of 12" CPEP @:0.5% REMOVE EXISTING 8" STORM Ld EXPIRES 8/21/09 SCALE Horiz. 1" = 20' Vert. 1 " = 5' TRIAD MAB : DMC NO. REVISION BY D H 1 " =20' CITY OF .0 RENTON °� DATUM a, M. Planning /Building /Public Works Dept. Ir rapt oxe SGI1E ACW'dMNM Y 2008 SANITARY SEWER REPAIRS per: Alley in the 500 Block between Wells Ave N & Williams Ave N S -4 x c 4 a: 9 RIM 30.49 4" PVC E. 29.55 j 6" CONC N. 28.74 o X ii W: W W T LL w� 5g ° 'm OHO p W O Ld iFY!Y.a471#iL'ii66'L'iff.HTi I EXISTING CB RIM 30.58 NEW TYPE I CB #1 STA 40 +20, 3.0 RT IE 8 °(NE) 25.72' RIM = 30.0± IE 8 °(E) 23.65 NEW INLET #2 STA 40 +76, 3.0 RT E 24(E) 20.93• IE 12" N & S = 24.40 RIM = 30.0± NEW INLET #3 STA 42 +05, 3.0 RT IE 24 "(W) 21.17• RIM = 30.0± IE 12 "S =24.24 !E 12 "N &S =24.68 IE6 "W =2750 IE 12 "N &S =25.33 lE6 "W =26.50 40 +00 41+00 42 +00 43 +00 - - -- ---- -----�................. ....................- ... .....I. ... .. .... .. .. ...I... STA 42 +41.24 NG - EXIST SSMH #81 fi2 - - - - RIM 30.38' - IF 3 "(SE) 25.75' - 35 - - - - - o - oW 8(5))2 o: o z 0 o o W REMOVE ,- _ t- r, _ EXISTING CB a a G W a Q e REMOVE IE 25:75' 35 IE 575' 'IE 8" N' ' 25.75` oo : oo p Ow. o to x : x 3 x , RIM 30.95• EXISTING CEI o Q o a IE 4" W 26.30' oo. x of 6 "(E)27.99' a o . o a o . o N Ir `° EIM 6 "(W) 28 5P : : : : ly,l xo. �ow x z. �� o. ( ) a Ld NOTE.-.:_ 3 0.. .............. 1. RECONNECTALL SIDE SEWERS Ld 30 56 LF of r 190 LF of 12" CPEP @:0.5% REMOVE EXISTING 8" STORM Ld EXPIRES 8/21/09 SCALE Horiz. 1" = 20' Vert. 1 " = 5' TRIAD MAB : DMC NO. REVISION BY D H 1 " =20' CITY OF .0 RENTON °� DATUM a, M. Planning /Building /Public Works Dept. Ir rapt oxe SGI1E ACW'dMNM Y 2008 SANITARY SEWER REPAIRS per: Alley in the 500 Block between Wells Ave N & Williams Ave N S -4 x c 4 a: 9 00 01 N M i N CL i- W W W W V) Ln QI V/ I I 519 I WELLSAVEN i I i I I I i i a INLET #4 i J I Q3 CB #12084 Q5 RIM 30.28 6" CONIC N.W. 28.28 8" CONIC N. 28.13 . CB 2085 RIM 30.25 4" S.W. 28.97 6" CONIC S.W. ]28.57 I I I 518 WILLIAMS AVE N I I I 517 WELLSAVEN I I I i I i 509 WELLSAVEN I I I I i i I I I \ WELLS AVE N. ._ _________________ I I I I I i 507WELLSAVEN I I I I i i I p iREPLACEALL EXISTING �SIDE SEWERS WITHIN THE IALLEYRIGHT -OF -WAY I j WITH 6" PVC (TYPICAL) WILLIAMSAVEN Z - - - -- ° ' G `U u -_ �o� • i I I I I — I ' I I I ( I i 508 WILLIAMS AVEN I I I a I I � 41 I a ^ j I y I I I y F.z v I I RIM 31.18 8" S. 26.48° 8" N. 26.48 I " I I 502 WILLIAMS AVE N Q #805'2 / 30.78 CONIC S.E. 29.46 I 7I I ° I h a I I I I I I I I I I I i I I I I I I I I I i ( I I i 3 m I I � ti1 1 1 I I d a n � v I � i p I j i I I I 437WELLSAI,EN i 447 443 WELLSAVEN i WELLSAVEN I I I I j ' I i i f i I I I 6' BOARD FENCE 6' BOARD FENCE 'CLONE FENCE !I I I 31 __________ -- - - - -- -- ' -_ I I - - - -- i I I I I — I ' I I I � 449 WELLSAVEN f r° I i I I U I I a I I I i ap V I i I I c I I I ' °0 5 CYCLONEFENCE I I �2 I 1 I a STA. 46+55.53 I °1 I INL OF N 5TH ST & ALLEY ' N = 509945.50 I I j = 1629382.13 i I 1 I I i I I I I I I I I I i ( I I i 3 m I I � ti1 1 1 I I d a n � v I � i p I j i I I I 437WELLSAI,EN i 447 443 WELLSAVEN i WELLSAVEN I I I I j ' I i i f i I I I 6' BOARD FENCE 6' BOARD FENCE 'CLONE FENCE !I I I 31 __________ -- NEW INLET #4 STA 43 +95, 3.0 RT o RIM = 30.0# < ° IE 12 "N =26.28 ° REMOV " a 44 +00 1E6 "NW =28.28 45 +00 46 +00 o. x 4 7+ — ' 48 +00 49 +00 EXISTING 8" TORM a ¢ m¢ < ° ¢ O 0y REMOVE a v u lxlo .. 5 ¢ oX . . . . . . . . q_ ......................................... . . . . . . .. .... , ...... .: . . . .-. . . . .: . . . . .- . . . :: . - - - . - . . . . . . . . . . : . . . . . . . . . . . . . . . . RIM 30.28' z a IE 28.28' W IF 8 "N 28.13' 0 0 0 0 29LFo18 "PC Ld W REMOVE EXISTING 8" SEWER W 25 . . . . . .... .... . ... ...... ..... ... . . . . . . 402 LF o8" PC Q 0.% REMOVE STA 48 +23.35 In EXISTING SSMH #8053 r 2 RIM 31.18' - - - STA 48 +207 TO STA 48 +497 ........... .:.. ....:.................. :.........: .. .......... IE 8 " {S). 26.48' - ......... g (908' N OF MH 7889 TO N IE 8"(N) 26.48 737 7889 NOTE o a 29 LF 8" " PVC REPAIR W/ 1. RECONNECT ALL SIDE SEWERS. MH #B -2 STA 46 +23.35 1.0 L7 a a TRANSMON COUPLINGS E H ¢ 15 ... t -.. :.. R M =31.2 ±P ER B "M (/J " - IE' 8 S v 25.3 RECONNECT EX E C lE 8" N = 25.37 TO NEW MANHOLE _ . J!a�-H RNA SCALE Horiz. 1" = 20' Vert. 1" = 5' p - - - EXPIRES 8/21/09 _ NO. 8 2008 SANITARY SEWER REPAIRS " P Alley in the 500 Block between °"° Wells Ave N & Williams Ave N S-5 M sx�r: 5 cc:9 � 32cf Z-/5 5 -32938 - - - -- -- — ' — — —' -_ '- - - - -- -- — — — — GATE . -. - _ ____________T__ __________ _ T1 ap ' I 5' CYCLON °0 5 CYCLONEFENCE �2 FENCE CB 000 RIM 30.71 6" GONG E. 29.53 I I I i I I i I i I I 436 I I I 440 WILLIAMSAVEN I i WILLIAMS Al 450 I WILLIAMS AVEN 444 WILLIAMSAVEN I i j i I i I i 432 WILLIAMSAVEN i NEW INLET #4 STA 43 +95, 3.0 RT o RIM = 30.0# < ° IE 12 "N =26.28 ° REMOV " a 44 +00 1E6 "NW =28.28 45 +00 46 +00 o. x 4 7+ — ' 48 +00 49 +00 EXISTING 8" TORM a ¢ m¢ < ° ¢ O 0y REMOVE a v u lxlo .. 5 ¢ oX . . . . . . . . q_ ......................................... . . . . . . .. .... , ...... .: . . . .-. . . . .: . . . . .- . . . :: . - - - . - . . . . . . . . . . : . . . . . . . . . . . . . . . . RIM 30.28' z a IE 28.28' W IF 8 "N 28.13' 0 0 0 0 29LFo18 "PC Ld W REMOVE EXISTING 8" SEWER W 25 . . . . . .... .... . ... ...... ..... ... . . . . . . 402 LF o8" PC Q 0.% REMOVE STA 48 +23.35 In EXISTING SSMH #8053 r 2 RIM 31.18' - - - STA 48 +207 TO STA 48 +497 ........... .:.. ....:.................. :.........: .. .......... IE 8 " {S). 26.48' - ......... g (908' N OF MH 7889 TO N IE 8"(N) 26.48 737 7889 NOTE o a 29 LF 8" " PVC REPAIR W/ 1. RECONNECT ALL SIDE SEWERS. MH #B -2 STA 46 +23.35 1.0 L7 a a TRANSMON COUPLINGS E H ¢ 15 ... t -.. :.. R M =31.2 ±P ER B "M (/J " - IE' 8 S v 25.3 RECONNECT EX E C lE 8" N = 25.37 TO NEW MANHOLE _ . J!a�-H RNA SCALE Horiz. 1" = 20' Vert. 1" = 5' p - - - EXPIRES 8/21/09 _ NO. 8 2008 SANITARY SEWER REPAIRS " P Alley in the 500 Block between °"° Wells Ave N & Williams Ave N S-5 M sx�r: 5 cc:9 � 32cf Z-/5 5 -32938 g z U W 0 a 3 v H 00 0) N M n N d FOUND BRASS T 11"01"ONDO CKSET N 177587.59 WN0.5(9/23/05) E 1298429.45 HORIZONTAL DATUM: - HELD THE ROAD CENTERLINE OF RAINIER AVENUE SOUTH (STATE ROAD NO. 5) AS N 19'58'03" W PER THE RECORD OF SURVEY PREPARED BY STEPAN & ASSOCIATES INC., DATED APRIL 1986 AND RECORDED IN BOOK 49 OF SURVEYS, PAGES 278, 278A & 278B, AUDITORS FILE NO. 8606039020. COORDINATES ASSOCIATED WITH THIS DRAWING ARE ASSUMED. ORIGINATING BENCHMARK: ORIGINAL BENCHMARK: ELEV. = 27.87 CITY OF RENTON SURVEY CONTROL MONUMENT NO. 1920 FOUND 3" BRASS DISK STAMPED "KING COUNTY SURVEY MON ENT EN 61 1973" IN SIDEWALK ON THE E ST SIDE CONC IE 26.30 (OUT -N) �- -w 'W UNE VERT CURB CONC WALK 3 i. W 6" PVC /FH 8" PVC CTR Ct NI9'58,03 "W , / Jy ,0 2 _.1. /-COMMERCIAL SIGN RAINIER AVE SOUTH (STATE ROAD NO. FOUND TACKSET INLEAD ON CONC MON DOWN 1.0 =(9123105) N 17718756 E 1298582,05 RAINIER AVE SOUTH. LOCATED NORTH SIDE OF w SOUTHERLY DRIVEWAY TO BUILDING AT 604 RAINIER AVE SOUTH. w N ORIGINAL BENCHMARK: ELEV. = 35.76 CB /103 ¢ , SS-0 CITY OF RENTON SURVEY CONTROL MONUMENT NO. 2102 TOP 2841 FOUND COAST & GEODETIC SURVEY BRASS DISK _ STAMPED "TT 249° IN THE TOP OF THE SOUTHERLY END 6" PVC IE E IE27333 ) (S) OF THE NORTHEASTRLY CONCRETE WINGWALL OF THE BURLINGTON NORTHERN RAILROAD BRIDGE OVER RAINIER AVE SOUTH. g^ o TBM A: ELEV. = 29.54 SET RED PLASTIC CAP ON 1/2" REBAR STAMPED "TRIAD CONTROL' ICV \ EXISTING 1.0' WEST OF THE BACK EDGE OF CONCRETE WALK ON THE WEST �S ' BUILDING SIDE OF RAINIER AVE SOUTH 11.5' SOUTH OF THE SOUTH EDGE OF SS o EXISTING DRIVEWAY CUT BETWEEN SOUTH 3RD PLACE AND SOUTH 4TH N :moo. .. PLACE. BUILDING y APPROXIMATE. LOCATION 8° CONC - --- -'- \ rc / SS ---p SSMH 535 46° SEWER LINE PER CITY OF RENTON PARCEL "F" / VERT CURB oo: ' SSMH 536 48° RIM 8.3 AS -BUILT 'SANITARY DATED 8 --13UI 6" PVC IE 24.58 (OUT -W) 17TLEp °SANITARY SEWER AS -BUILT 0� / TIV-2 IE 24.83 ON-E) FULL OF GELATIN LIQUID TO SERVE JAGK -IN- THE -BOX SO. W\ / PLANTER 4TH PL & RAINIER AVE S0.° w AREA FULL OF GELATIN LIQUID (GREASE TRAP} SSMH 268 z ` / 'v� ,� (GREASE TRAP) GB u7605 - IM 29.16 5' CYCLONE- / 12" PVC (IN -N) W �` �Qg�o / (� RECONNECT EXISTING SEWER 6" CONIC (OUT -E) FENCE It 12" PVC (OUT -W) \ LL 0 Y' _ 3 ss --o TO NEW MH WITH 9 LF OF "--SS CTR CHANNEL 21.06 2^ \ ar may° 8 „ PVC @ 2237 GM CB 2 .5 c� P / TOP 2 .52 N /29a N (1 cwi TOPH29.Z135 JS CO 6" CONC IE 26.18 (OUT-E) N ® �ir $S ' LS 6' PVC TOP ELBOW 27,71 (GREASE TRAP) 8° Co 4p2 / / ^ q \ a PA L$ SS QP \e2\ ICV SSMH O59 \ CONC 7� 1 28.5 \ 3 BLOCK S EXISTING " ssMH 7336 \ 28"' f m \ U PLANTER 8' PVC (IN -E) 29.27 WALL BUILDING / z AREA 8" PVC (lN -SW) 4^ PVC TOP ELBOW 27.77 PLANTER ( P AREAR / 8" PVC (OUT -N) GREAS£ TRAP) jl F / AREA r 2a SSCO /ry°j CTR CHANNEL 20.97 ( 0 SSCO SIGN rc tr p WV / U: S "9' CLEARANCE" w \ h UQ =\6 / SIGN �' I'� ` i 8" `- SS a" _ SSC z s 4 "STOP" V -SS `a'' 8 PAS- 6' CYCLONE / W -- ,.GONG A r: CONC - / FENCE TRASH PLANTER w _ ENCLOSURE ® � LS _� _ --_ W o� -' � 8" �2� �' AREA 24 "M � SIGN MENU" MH #G -1 ° SS ,28 FL W lIN SS SS 8. PLANTER R BOL SIGN / ° RT URB PLANTER PLANTER ' "DRIVE THROUGH" G AREA AREA \7g� VER CURB SIGN i G�2 SIGN' VERT CURB RECONNECT EXISTING SEWER SSCO CONC WALK "STOP" e ,_ -` \ "STOP" SSMH 7058 PLANTER AREA / TO NEW MH WITH OUTSIDE DROP RIM 2a 53 _ �' �Ow INE .-RT c RB -"--- r - g' PVC (IN -S) / 1 _ X28--' v SSMH 203 3 -- 8" PVC (OUTL 21- RIM 27.74 �2J CTR CHANNEL 21.18 yg s'F "SQUASHED" BOl 12" PVC (IN -E) 12" PVC (OUT -W) Oz CTR CHANNEL 18.36 ......................................................................................................................................................................................... ............................... . ..... . . ...... ............................... . ............ ............................... SSMH #7203 REMOVE RIM 27.74 X7059 - - 12" PVC .(IN -E) "SQUASHED" RIM 28.57 12" PVC :(OUT -W) 8" PVC (IN -E) : REMOVE CTR CHANNEL 18.36 S. PVC (IN -SW). SSMH 058 :.........:............... ....:.........:.........:....IE 6" SE.= 18. 46...:.............................:.................. ............................... g ". pVC (OUT >N) .... . RIM. 28. 53 ..... ..:........................ .....:...................................... .:....... .................. ....:.........:.........:... . OTR CHANNEL 20.97 8" PVC (IN -S) RECONNECT EX. SEWER. TO NEW MANHOLE. 8- T P CHANNEL E)18 : CONTRAC TOR TO DETERMINE APPRORIATE BENDS (45 OR 22.5) IN FIELD. - EXISTING GROUND - 25 °- 25 PLUG EX PIPE MH #C -1 �� ......:. ..... ..:........ ........ ..... ..... PLUG EXPlPE....... _ rl ..... ... �0 ... .... ...:........ E.1298282 58 15 ............... i NEW 48 MH - UOLru {o rvCL, % �" M R 501 I= 28. - S 329816 . RI =28.= 19.32 IE8 "S= 19.42: lE 8 "E = 20.77: 1.5 ... ............................... .............. ...... ......... ..................-........................... .............................. ......................... o� iRiAD =20' xoA¢rs -wuiae ®® iee� DEC 2007 - MAB RENTON 2008 SANITARY SEWER REPAIRS°°" _ MAB T ax- NiE . '' A w ex I DATUM Planning /Building /Public Works Dept. H anow ix Renton Center S H0-` 6 NO, REVISION BY DATE APPR rccoA y ssn: w: '- IH A '11 iS- Jq-6 g-) C, MEN a s 0 G d c\1 ---- - - - --! % ) TALBOT CREST i ' JO' JO' I VOL. 76/p.35 CL REN S.P.654 -77 ( FOUND MIC 0 P.C. I 4 N8 W REC. 7802020715 N =16 9387.598' 13 I 12 E =129917.11' ' IL055700 -0130 RI355700 -0120 � ELEV. 117.56' . LOWELL & RENEE MONTLEY COLBERT TRINA INTHAXAI 19 Lu #2606, TALBOT CREST DR. S. I #2528, TALBOT CRES SET MAG NAIL/WASHER Y Aji. `L 4 7LO55700 -OJ20 J � `o N= 169413.524' CB RIM =124.66 0 OSCAR F. HEM E= 1 a O v 299147.341' IE 8'PVC ( E ) -12286 FENCE #2619, TALBOT CREST DR. S. z m \v. 120 69' I 4 Rj301305 -9035 I ( FOUND MIC ®PT °-.1 3I e �� Z NHUNG M. CHIEM R#J02305 -910J ( / J awe -- - 7, ESE CN E s` oHL HEDGE 0.28' D MIC'0 PT ¢ _ - - " - -. # FREDERICK D. KREBS SSMH C.O.R. 95 N= 169365.868' y' �"� �� U 2709 #2703 REM-112.78 E= 1299175.068' mi g �� -- SSMH C.O.R. 78 CL CHNL 8 "PVC(N -S)= 105.93 ELEV. 118.09' m O RIM= 109.13 CB RIM = 108.74 - ---oH� N CONC CURB GUTTER Of FOUND MIC ED PC IE 8 "PVC(E)= 103.68 IF B'PVO(E)= 107.24 - �_ oNt at W 0.10 N'45'09'W CL CHNL e'PVC(N -S)= 103.43 - -�q�L ---- -` I -- -----� Q� OHL 4' FENCE LT --_ a - o - o � -° -.�- -o ®� ADRiVAE oR4 W `_ f 2 ® as ASPHALT R= 1432.50' ®._ ota o6 DRIVE 29.05(P) 29.08' M SS d SO 2433 y5------- -'"��- ❑ �co t,=4'04'46 C" R= 2865.00 �.,,,,. �""------- ._---- ._,__- -_ -_SS � W CONC WALK CONC CURB GUTTER W � ° L= 203.99' � W Q a 167STW HP ........_._... -ss-- W o 12 W W TALBOT RD. S. ° - � _ s �Q CONC CURB GUT ER C0Nc WALK - ---- o'`-- -- ---`"W --- -- SDMH RIM = 124.85 SSMH C.O.R.$ 106 SS18' c RIM-126.26 R= 2865.00' 4'PE- c _ INTERSECTION 0 �21 35 CL CHNL 8 P { - )= 18.31 ° - - �� ' FOUND MIC ®IN1ER5 IE 78 "GONG {) .� 0.32' N8752'13'W IF 78 °GONG (S) = 121.25 I VC N S i -� CU CONC WALK �._ SSMH C.O.R.# 105 I - Al CURB I � Wt70>�RETAiNi.._._._._N', WALL . �_ """""'" I RIM =12047 _ IF B'PVC(NW)= 113.77 - R 9900 -0030 op W W -_ - N ,_,,, _ - W --- ' -"-' -- ® - IE RIM= 115.18 ' CL CHNL 8 °PVC(N -S)= 112.82 I 71JSB9900 -0020 --F - IE 8'CMP(S)= 111.88 MARION J. & KIMBERLY F. ROBERTS DALE DAHLMAN TNWD. °r / CB RIM-11318 09, S. 26th ST. # #403, S. 26th ST. .18 I CO RIM = 110.23 IF 8 °CMP(NE)= 109.96 I ( 7LW9900 -0040 \1b w IF 8°CMP(S)= 108.43 IE 18'CONC(N)= 109.98 AJ859900 -0050 I 2 IE 24'CMP(S)- 109.48 JAY S. &MICHELLE A. ANTRIM 3 SET MAD NAIL/WASHER CD RIM = 707.26 mIg CB RIM = 109.89 MARCIA A SMITH #2601, SHATTUCK CT. S. N= 169113.651' IE 8 -CONC(E)= 104.58 or 3 m IE 8 °PVC(W)= 105.80 ( #2607, SHATTUCK CT. S. E= 1299211.995' v IE 18'CMP(E)= 105.40 I 4 - ELEV. 107.30' � � �I IE 24 "CMP(N)= 705.30 7LO89921 -0790 - 5 _ _ _ IE 24 °CMP(S)= 105.20 VIC TORIA I PARK NO. I SAELEE KAO MENG SSMH C.O.R. 79 N NGING LIN RIM = 110.16 I CB RIM= 111.49 - #500, S. 27th PL VOL. 83/p.28 I CL CHNL 8- PVC(E- W)= 104.41 I I IF 8 -PVC(SW)= 109.49 FOUND MIC .3 °� 30' 79 SITE #1 REPAIR 0.28' N81'55'46'W 46 °W I CB RIM(SOLIO =1 .94 IF e °PYC(NW)= 10808.24 24 I IE 8°CMP(SE)= 107.44 IE 12 °CMP(E)= 106.94 IE 18 °CMP(W)= 106.24 i I I ...................... ............................... ................ ... ................ ....................- ..... .. .................................... ............................... ..... ..... ..................... EX SSMH 5330 -095 STA 1 +37.77 4.7 LT RIM = 112.76 SITE #1 REPAIR EX SSMH 5330 -07 E a" N &s = 1 °5.93: CUT OUT APPROX. 8 LF OF EXISTING DAMAGED 8- CONCRETE STA 2 +38.09 1.2 LT 8 " RfM= '1'0'9:73 .......: SEWER AND REPLACE WIT H°PVC 8" PVC FERNCO OR......... _ . ............................... . E a° N& S: = 103.43 APPROVED EQUAL FLEXIBLE COUPLINGS. HE 8" E =103.68 Sm3 sumsrm: svu: DEC 2007 2008 SANITARY SEWER REPAIRS°° onarmc'w Talbot Rd. S. (Near Talbot Crest Dr. S.) S -7 JDH m- DMC NO. REVISION BY DATE APPR ^^"" RENEE Q Z U W O w OL E n x rn N C0 n N CL M002305 -9016 JEFF & BENADINE SCHULTEK #2921 CB RIM =97.14 _ IF 8-PVC(E)=94.44 IE =83.1 48'CMP 36 "C Aft 2 2 "CEDAR OHL SSMH C.O.R.#76 RIM =97.72 CL CHNL 8 °PVC(E -N -S) =91.82 0889921 -0800 TRACT A d �_OHL OHL .. KOHL - C8 RIM =97.17 IE =90.0 IE B °PVC(W) =94.17 24°C MP E 24'CMP(N) =92.97 HE 24°CMP(S) =92.72 IE =89.9 IE =87.5 12'CONC 48 "CMP SITE #2 REPAIR I ( I TLf302305 -9050 7LIJ02305 -9025 JACK M. & JANE 1. HAWKINS I JANICE M. NOBLE 7LI302305 -9105 #2825 #2819 CHRISTOPHER P. CLIFFORD - FOUND 1-3/4-BRASS CAP #2719 W/PUNCH IN GONG MON IN CASE C.O.R. 1699 HELD FOR CENTERLINE N= 168758.590' E= 1299201.184' CB RIM =99.60 ELEV =99.34 IF 8'PVC(SE) =98.35 WOOD RETAINING WALL ( 5' FENCE 0_4! . EN 0 . - _ =0-=] o DRIVE aHL OHL CON oHL OHL HEDGE - OH t DRIVE CONC WALK 6 DE DPoVE 6'FlR 6 F GONG WALK NC CU B /GUTTER w 0 16 °STW HP 59026'29'E - - - s 259.92' ss c G 0 a, ASPHALT CURB $0 OHL OHL OHL OHL OHL OHL CB RIM =99.36 IE 8 "PVO(W) =98.06 CB RIM = 103.35 IE 8-PVC(E)=10 u CB RIM = 103.11 IE 8'CPEP(W) =10011 IF 24 CMP(N -S) =95.21 SSMH C.O.R.# 77 RIM = 102.35 IE B'PVC(E) =96.75 CL CHNL 8'PVC(N -S) =96.65 i I i .................:.........:. .......:. I............. ...... VC........... ..............................: ...................... ....:.........;.........:...... ..: ......:.. .......:.........:.........;... EX8 "P STORM O. F gONNS EX SSMH 5330 07'7 o W s ®,� STA 3+56.70 8.9 LT c 2c RIM =: 102.35 _90 IE 8" N &S = 96.65 .......... _ : ........:...... ..................:.........:. .................:...... _...:.... _.. _...... ............ ._.:._......:..... IE 8......_ 96.7 .. ....:.........:.. .......:.........:.........:... " f 5 .p 23169 �p 01 StE1"' Ex as" CMP SITE # 2 REPAIR :70NA STORM CUT OUTAPPROX. 40 LF OF EXISTING DAMAGED 8" EXPIRES 8/21/09 CONCRETE SEWER AND REPLACE WITH 8" PVC USING FERNCO OR APPROVED EQUAL FLEXIBLE COUPLINGS. .... _ ..... S=329818 AYwLY£II SWE' M1E PACE omcesn: 1' =20' M0R60Nf0t H'O tB� /'�'.1, ,s. CITY OF DEC 200; JOH anE xcx RENTON 2008 SANITARY SEWER REPAIRS° CHEC#ff DATUM _ Q DMC ^TN' M. Planning /Building /Public Works Dept. Talbot Rd. S. (2900 Block) U ff NDi IX1E Mpf N0. REVISION BY DATE APPR H uat "aawwax sHECr: 8 E: 9' C�; 5- 32981 ISI I312 00 N M n N �•7 i 3 S x 0 G PAY LIMIT TRENCH BACKFILL 6' -0" FOR 18" TO 6" SEWER LINES AND 12" CPEP STORM PIPES d ° 18" TO 6" SDR 35 PVC SEWER PIPES SEE DETAIL FOR STREET RESTORATION REQUIREMENTS EXIST. CRACK AND SEATED -� CEMENT CONC. PAVEMENT, TYP. SEE CONSTRUCTION NOTE 16. SUBSEQUENT BACKFILL MATERIAL (NATIVE IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9 -03.19 (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- 03.12(3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING. EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER. MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST 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. 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" OF 1/2" HOT MIX ASPHALT PATCH 6" OF 1" HOT MIX ASPHALT PATCH 6" CRUSHED SURFACING TOP COURSE BACKFILL (SEE BEDDING /BACKFILL DETAIL) NOTES: 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED PER SPECIAL PROVISION 5 -06.1 AT END OF EACH WORK DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND THE UNDISTURBED EDGE OF THE TRENCH. 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCIDENTIAL TO OTHER ITEMS OF WORK. 4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN (2) WEEKS OF COMPLETION OF WORK WITHIN THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER. r a 3 i w 0 I NEW CATCH BASIN & 12" STORM EXPIRES 8 27 09 ' NO. NEWu - I -I - 111 1�. w z w F- z w U w Q ASPHALT PAVEMENT ALLEY RESTORATION NTS a� REVISION wiIiiM a 3 i w 0 I it - 1/2" HOT MIX ASPHALT PATCH (1 LIFT) WSHED SURFACING TOP COURSE ACTED TRENCH BACKFILL CONSTRUCTION NOTES 1. HORIZONTAL DATUM IS NAD '83 '91 BASED ON TERRESTRIAL TIES TO THE CITY OF RENTON CONTROL POINTS AS SHOWN ON THE RESPECTIVE PLAN SHEETS. VERTICAL DATUM IS NAVD '88 BASED ON CITY OF RENTON CONTROL POINTS AS SHOWN ON THE RESPECTIVE PLAN SHEETS. 2. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 3. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. 4. STATIONING SHOWN IN CENTERLINE OF ROADWAY OR SURVEY CONTROL LINES AS DEFINED BY THE CONTROL POINTS. 5. ALL MANHOLES SHALL HAVE LOCKING LIDS. 6. SET ALL MANHOLE LIDS TO FINISHED GRADE. 7. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS OF MANHOLE AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 8. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS. 9. ALL RESIDENTIAL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 6" THICK. ALL COMMERCIAL DRIVEWAYS SHALL BE 10" THICK. (IN ACCORDANCE WITH STANDARD PLAN #17006, 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. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION. 14. EXISTING SIDE SEWERS SHOWN ON THE PLANS WERE LOCATED USING TELEVIDEO. BECAUSE OF STANDING WATER IN THE SEWER DURING THE TELEVISION INSPECTION, SOME ACTIVE SIDE SEWERS MAY NOT BE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL REPLACE /RECONNECT ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAINS TO THE PROPERTY LINE UNLESS OTHERWISE SHOWN ON THE PLANS. CONSTRUCTION SEQUENCING 1, THE CONTRACTOR SHALL PERFORM FINAL PAVEMENT RESTORATION TO EACH ROAD /ALLEY /WORKSITE PRIOR TO BEGINNING WORK AT A NEW SITE. S- 329819 DEC 20(17 2008 SANITARY SEWER REPAIRS DETAIL SHEET S-9 9 '+ C_IYf ISI- 131219 a d a. a d a ° .4 d ° 18" TO 6" SDR 35 PVC SEWER PIPES SEE DETAIL FOR STREET RESTORATION REQUIREMENTS EXIST. CRACK AND SEATED -� CEMENT CONC. PAVEMENT, TYP. SEE CONSTRUCTION NOTE 16. SUBSEQUENT BACKFILL MATERIAL (NATIVE IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9 -03.19 (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- 03.12(3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING. EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER. MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST 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. 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" OF 1/2" HOT MIX ASPHALT PATCH 6" OF 1" HOT MIX ASPHALT PATCH 6" CRUSHED SURFACING TOP COURSE BACKFILL (SEE BEDDING /BACKFILL DETAIL) NOTES: 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED PER SPECIAL PROVISION 5 -06.1 AT END OF EACH WORK DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND THE UNDISTURBED EDGE OF THE TRENCH. 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCIDENTIAL TO OTHER ITEMS OF WORK. 4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN (2) WEEKS OF COMPLETION OF WORK WITHIN THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER. r a 3 i w 0 I NEW CATCH BASIN & 12" STORM EXPIRES 8 27 09 ' NO. NEWu - I -I - 111 1�. w z w F- z w U w Q ASPHALT PAVEMENT ALLEY RESTORATION NTS a� REVISION wiIiiM a 3 i w 0 I it - 1/2" HOT MIX ASPHALT PATCH (1 LIFT) WSHED SURFACING TOP COURSE ACTED TRENCH BACKFILL CONSTRUCTION NOTES 1. HORIZONTAL DATUM IS NAD '83 '91 BASED ON TERRESTRIAL TIES TO THE CITY OF RENTON CONTROL POINTS AS SHOWN ON THE RESPECTIVE PLAN SHEETS. VERTICAL DATUM IS NAVD '88 BASED ON CITY OF RENTON CONTROL POINTS AS SHOWN ON THE RESPECTIVE PLAN SHEETS. 2. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 3. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. 4. STATIONING SHOWN IN CENTERLINE OF ROADWAY OR SURVEY CONTROL LINES AS DEFINED BY THE CONTROL POINTS. 5. ALL MANHOLES SHALL HAVE LOCKING LIDS. 6. SET ALL MANHOLE LIDS TO FINISHED GRADE. 7. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS OF MANHOLE AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 8. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS. 9. ALL RESIDENTIAL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 6" THICK. ALL COMMERCIAL DRIVEWAYS SHALL BE 10" THICK. (IN ACCORDANCE WITH STANDARD PLAN #17006, 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. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION. 14. EXISTING SIDE SEWERS SHOWN ON THE PLANS WERE LOCATED USING TELEVIDEO. BECAUSE OF STANDING WATER IN THE SEWER DURING THE TELEVISION INSPECTION, SOME ACTIVE SIDE SEWERS MAY NOT BE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL REPLACE /RECONNECT ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAINS TO THE PROPERTY LINE UNLESS OTHERWISE SHOWN ON THE PLANS. CONSTRUCTION SEQUENCING 1, THE CONTRACTOR SHALL PERFORM FINAL PAVEMENT RESTORATION TO EACH ROAD /ALLEY /WORKSITE PRIOR TO BEGINNING WORK AT A NEW SITE. S- 329819 DEC 20(17 2008 SANITARY SEWER REPAIRS DETAIL SHEET S-9 9 '+ C_IYf ISI- 131219