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Home My WebLink AboutD-295220( .:..................... ............._.._ , __...._........... -� ` - .............. _...,..........._ ........- - ......... 61 s _....._........ -, `�........... -, 9 + ❑2 CONNECT SIDE SEWER + _ 1- ss:, 5 - I- ::s - oi I' w w', .w w Tti- I � -1 �± (/' g,� �p� " r �- ® ADJUST VALVE COVER TO GRADE �- IS GAS GAS GAS -EGA GAS GAS GAS GAS GAS j GAS I GAS GAS GAS; G S GAS GAS GAS GAS ,SS--- �GP,S^ Q ��VA�iQVC.�� REMOVE EXISTING "' I �Q 1 193+00 ( j 194+00 195+00 I I 196 00 CLEAN OUT 19 {101) - t6- I� QP PLUG EXISTING STORMDRAIN PIPE - - - -- --1- -T = - t -- - - -- - - - -- F - - - - -- m T j B STA 193 +70.0 4 1 ( ! INSTALL STD CLEANOUT I ! Co A PLUG EXISTING SANITARY SEWER PIPE i I B STA 196 +67.95 W 1 P 3 (12.9' RT) PLUG-NORTH INVERTZ �` j W Z , �......_..._ .........._........... i .. ' _ ..............I.............._ ........_.... ........._:.........__..... -,:' _ (25.2' RT) - -- IZ / / ABANDON STORM DRAIN PIPE IN PLACE -w _ ............... - _ - .'_..._._ _ - - _.t ... -- - -- 11 M ;;. ...... ... r I- f% f- / - / - ✓.'- - _- ' + -i- REMOVE STORM DRAIN PIPE/CULVERT R T ... _.._.................. .. _ . -................._ : ;. ......._; ...... .... _............ .. / -y - U - _ .._...... ._..r............_F P -p 1. MEASURED µ .._................... ...... FROM CENTER OF CATCH BASIN. ....... . � I I S STA 193 +15,0 ' I 1 1 Ic, (44.3' RT)��`' B STA 193 +35.0 x.(44.0' RT) _ I 11 " "•••' " " " " " "' "'" 2. PIPE ZONE BEDDING AND BACKFILL PER 1 -- i t2 i -' G'' >' WSDOT STD PLAN B55. 20 -0 - N { 18 LF OF 6" PVC / 4 i W ! / / PROPOSED JOINT 2 - 3. SEE DWGS SD13 TO SD17 FOR DRAINAGE S i� ROW, TYP Z ; UTILITY TRENCH. ? / LATERAL PROFILES. B STA 194 +02.0 ' ( °ret� r.: SEE DWG UG5. i (43.0 RT) B TA 196 +51.96 (( 1 (47.4' RT) 4. CONCRETE INLET PER CITY OF RENTON B STA 196 +29.0 I STANDARD PLAN 8010. 18 LF OF 6" PVC (25.1' RT) i B STA 196 +44.96 2 ^.;�.6 1 B STA 194 +16.0 I 1 B STA 195 +14.0 -;;.�1 8" PVC, 40' NORTH I (43.0' RT} 5. CB TYPE 1 PER RENTON STANDARD PLAN (24.8' RT) , (24.9' RT) I , I SLOPE = 2.00q SP B012 RE- CHANNEL EXIST 6. CB TYPE 2 PER CITY OF RENTON MANHOLE & PLUG A2 STANDARD PLAN SP B027. INVERT TO SOUTH 7. SANITARY MH PER CITY OF RENTON STANDARD PLAN SP B071. B. ALL FRAMES, MANHOLE RINGS, AND LIDS _ ....................................................................................._........_......._....__......................_._.....__....................__.............._........_..._......_................................_..._....................................._................_..........................................._......_.............._._.._........._........_..._............._............_......._............_........_......................... ............................... SHAL BE OF LOCKING TYPE PER CITY 460._...:._ :............ ....... ...:._......._._:......................._... 1............_.........._...._......,_....._..._......._.........,......:' Y........ .;.........;.........;......... ......... .........;.........;......... ........ .1.........f................... ........ .y.........y.........I......... ?.........x....460 ........ .I.........j.........i ......... ......... ................... .........j......... ................... ................... ..... ....s.......................... ......... STANDARDS IN RIGHT -OF -WAY. ::::::::::::::::: :.........:......... ::......:::: :.:........... .....::i::::::: :::::::::::!:::: ........... y ........ ....................I......... .........,......... ......... #.........(...... .. ::::::: I::::::: ..;.........I.........I........ .... 9. AREA INLET PER CITY OF RENTON I; .i. .I. :t. } :I: STANDARD PLAN SP 6011. .:.........: :;: .. .. .... ....... ....... ....... ...... ....... .. ... i. ..... ....... .... ... ....... ... .: is 450 - -- -° - ;1.__::_._..., ;..._i... _ _ _..;........._..._._._.. ,......__.....1 ......... t .........' ......... I .........:.........:......... r ......... ! ......... ......... °- __::......: .. t ......... ; ......... • .........:......... I .........::: _.. 450 ...... •r• .1: .i: 10. PORTIONS OF PSE FACILITIES TO BE :I: .I: is is :::: :j: �i� :i: :j: ABANDONED REMOVED PER PSE 'f' :i: .i. .t. :j: ABANDONED/ REMOVED :I: :I: {{ :i: :i: UNDERGROUND CONVERSION PLANS. :f: :i: :j: :I: :j: :I: : {: •t• N N ,I. . :i: :i: .. ....... .. ......:�: is .i: 440 440 ...._........:_._......., Y :................................. 1 .......__.......::_:::......... ,......._.,...... .:..._......,.......:'::".':':. ; .........1......... t ......... r ......... ; ......... � ......... i ......... .. I ......... 1 , ......... I ........ � .. i .... ' 11. CONSTRUCT CURB &GUTTER PER CITY OF ......... {.........I .........:......... ....... ........ ....... : CB :TYPE ,1..... .'......... ........: ....... .........I::::::::: :::::::: :k:::::::::y......... {......... .........I......... ........ .�:::::::::;.........,......... ::::::: ::.............::::::i:::::.... 1 .0.........1.........�::::::::: ::::� RENTON STD PLAN SP F015. ( .........:......... I.........•.........,.................. .I...................I......... 00.0..(31.9..8 n. y. ;. f: . . 1: _ R1M�42Fi.98 : ! FINISH GRADE 2• i i :i: �. :i: :I: :i �k� :j: :. ... :i: i : 3'70: .. : {: :f: 430 '.....'..:.{_.........._. ._....:.....i .....:.......................... ..... . I . ,.....:' . I . 1 430 �.........! .............. ;.. :I. := 0.75:: . . . . . . . . . . . . . . . . . . . . . . - ---------------- - - - - -- _ I' - - - -- -- =i� - - - - -- - - v- ; - -- - - -- --- - - - - -- - - - - - - -- P.O y: I i WER i . :i: .t. .iELE:' "f : I :I: .I. : �30 "�P�VG��I� - ..i ......... ........ ....:I:....... :i:....... ::0.5A�:. :- ........- :j: I. 420 - ..- _._ ............. . . . a.._......-- _... -- - - ...1...._.... - . ....... I ......... j._: _ _ :.. _ ._.... __ .... ; i . 420 _.. • , , 1 r SLOPE 0;30q i:::...... }.........i... EXI•S}1NG.....y. j. I. .................. ......... . :!: : .I....... :....:.. .::::: .,. {: is ...... ...... .........l........... t4 .LF:: GRf1ND .. :j: .y. ! ................... ...... I . ; . ::t2 PEP : (N::1:2) . {. :(: N { . ,..T .y. .i. .{. . {. .,. :I: .I. . . till ......... .........:........ :!: .. i :l: - ... {. ��EXfST�MH: :i: ::SS.MH:'2::4g:: :j: .y. 410 ____.- ___...__ ......_..__-._..._...__....... ._..____....1._- ._.___......... _......__._...-__ d__..__..-. _.............__..__....,____.- ..-____.. 4___. .._......._......___.- _- ._ ..... ..... ......... .... ...... ._....._. 25.. ..._.. ..___..____..-_____..__.. J__.___....__....__...___... .__..___.._..._!_._____..._.___ _....._..................:___...._......_.... ........_......_........__..... _____ti .:: i ......... ......... { ......... ........ 1 ... I . B SITA 195 +14.fl 24:9 • RT.. ; . { . 95 +113.0 • •25:7 L7 . y . { . 410 - ......... ................... ......... ...:' ... ... ••B•STA.} I ......... ..... :::i::::::RMAi- :'2::'8;: ::RIM =��427:7;':� r I ......... ............ 4.7.7. :1: :..: ... . :i: 412.25: . I . 2 }' r .. LE.. N - 412.29 : j : : E : ,..: :;;:- _..:•�...._ � I. - :4 1250:. .f. ., E.. i . f . ) . _., ............. ............................... .. .... :I: f::..... :E:: _ I:Ej: 412.35: :i: r t400 ........_____......._......,..----...... .._..._.....a.- _......_...____. �------ ...._.._...._._. ....._a..- ..__....._...... . �.W ..... _...__......_......_ , ^_.....__...__._. ............... ........ - � ........_._................_.. ..:400 193 +00 194 +00 I.E. N - 195 +00 196 +00 197 +00 r , 10 0 10 20 20 0 20 40 S. at" scale feet HORZ scale feet KEY PLAN KC MAP NO. 316-12 ADDENDUM N0. 1 NAS 02/12/08 °"^9� r..c wx,rn, xw»I 3/21/08 33301 9TH AVENUE SOUTH DRAINAGE REVISION NAS as /29 /ca OF DUVALL AVE NE /COAL CREEK PARKWAY SE usoe CALL 48 HOURS FEDERAL WAY, WASHINGTON '�^� PENTON RECONSTRUCTION Mara® BEFORE YOU DIG O BERGER/ BAM 98003 -2600 °"° ARM �� Planning/Building/Public /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS t 84' e x a 1 x e e x e I x c. VOICE: (206)431 -2300 om� a�v.E DATUM SANITARY SEWER AND DRAINAGE SD7 1- 800 - 424 -5555 USG-I Approved For Construction DPIRES M* 4,2M9 King Count/ FAX: (206)431 -2250 NO. REVISION BY DATE APPR PLANANDPROFILE- SHEET4 JSG Robert M. Hanson P.E. Date 75 182 tost&wa' , *dSmo5209ntOt349VarSelma FW N P.IZGYJfIFMW7- 06- 0321CADOIdro 1075_SOO7.dW Sd' i A PORTION OF NW 1/4, SEC.3, T.23N, R.5E, W.M. z 0 0 c OFFSITE RUNOFF STA 194 +18.0 SS MH 2 ' ' �� 7(24,6 LT) B STA 195 +14.0 `� 2 LT ; 10.0 NOTES: O - - - - - -- - - - - - -- --- ---------- - - - - -- - --I I I_..._, `. i 1 (28.1' LT) I X O DENOTES NEW STRUCTURE, SEE THIS PLAN ;; , ROW, TYP I 1 1 17 i`I �i 1 OR LATERAL PROFILE DWGS AND STRUCTURE - - - - II _ - - - - - - ----------- - - - - -- --- - - - - -- -1 - - - %j$ - - - „ij; 15 NOTE DWG FOR MORE DETAILS X DENOTES EXISTING STRUCTURE AND /OR M ) ; 1 PIPE /CULVERT TO BE REMOVED l€ .........._.._ "'- "_._.. ;........_ ... ........ _.......; ❑1 ADJUST SEWER MANHOLE TO GRADE ( .:..................... ............._.._ , __...._........... -� ` - .............. _...,..........._ ........- - ......... 61 s _....._........ -, `�........... -, 9 + ❑2 CONNECT SIDE SEWER + _ 1- ss:, 5 - I- ::s - oi I' w w', .w w Tti- I � -1 �± (/' g,� �p� " r �- ® ADJUST VALVE COVER TO GRADE �- IS GAS GAS GAS -EGA GAS GAS GAS GAS GAS j GAS I GAS GAS GAS; G S GAS GAS GAS GAS ,SS--- �GP,S^ Q ��VA�iQVC.�� REMOVE EXISTING "' I �Q 1 193+00 ( j 194+00 195+00 I I 196 00 CLEAN OUT 19 {101) - t6- I� QP PLUG EXISTING STORMDRAIN PIPE - - - -- --1- -T = - t -- - - -- - - - -- F - - - - -- m T j B STA 193 +70.0 4 1 ( ! INSTALL STD CLEANOUT I ! Co A PLUG EXISTING SANITARY SEWER PIPE i I B STA 196 +67.95 W 1 P 3 (12.9' RT) PLUG-NORTH INVERTZ �` j W Z , �......_..._ .........._........... i .. ' _ ..............I.............._ ........_.... ........._:.........__..... -,:' _ (25.2' RT) - -- IZ / / ABANDON STORM DRAIN PIPE IN PLACE -w _ ............... - _ - .'_..._._ _ - - _.t ... -- - -- 11 M ;;. ...... ... r I- f% f- / - / - ✓.'- - _- ' + -i- REMOVE STORM DRAIN PIPE/CULVERT R T ... _.._.................. .. _ . -................._ : ;. ......._; ...... .... _............ .. / -y - U - _ .._...... ._..r............_F P -p 1. MEASURED µ .._................... ...... FROM CENTER OF CATCH BASIN. ....... . � I I S STA 193 +15,0 ' I 1 1 Ic, (44.3' RT)��`' B STA 193 +35.0 x.(44.0' RT) _ I 11 " "•••' " " " " " "' "'" 2. PIPE ZONE BEDDING AND BACKFILL PER 1 -- i t2 i -' G'' >' WSDOT STD PLAN B55. 20 -0 - N { 18 LF OF 6" PVC / 4 i W ! / / PROPOSED JOINT 2 - 3. SEE DWGS SD13 TO SD17 FOR DRAINAGE S i� ROW, TYP Z ; UTILITY TRENCH. ? / LATERAL PROFILES. B STA 194 +02.0 ' ( °ret� r.: SEE DWG UG5. i (43.0 RT) B TA 196 +51.96 (( 1 (47.4' RT) 4. CONCRETE INLET PER CITY OF RENTON B STA 196 +29.0 I STANDARD PLAN 8010. 18 LF OF 6" PVC (25.1' RT) i B STA 196 +44.96 2 ^.;�.6 1 B STA 194 +16.0 I 1 B STA 195 +14.0 -;;.�1 8" PVC, 40' NORTH I (43.0' RT} 5. CB TYPE 1 PER RENTON STANDARD PLAN (24.8' RT) , (24.9' RT) I , I SLOPE = 2.00q SP B012 RE- CHANNEL EXIST 6. CB TYPE 2 PER CITY OF RENTON MANHOLE & PLUG A2 STANDARD PLAN SP B027. INVERT TO SOUTH 7. SANITARY MH PER CITY OF RENTON STANDARD PLAN SP B071. B. ALL FRAMES, MANHOLE RINGS, AND LIDS _ ....................................................................................._........_......._....__......................_._.....__....................__.............._........_..._......_................................_..._....................................._................_..........................................._......_.............._._.._........._........_..._............._............_......._............_........_......................... ............................... SHAL BE OF LOCKING TYPE PER CITY 460._...:._ :............ ....... ...:._......._._:......................._... 1............_.........._...._......,_....._..._......._.........,......:' Y........ .;.........;.........;......... ......... .........;.........;......... ........ .1.........f................... ........ .y.........y.........I......... ?.........x....460 ........ .I.........j.........i ......... ......... ................... .........j......... ................... ................... ..... ....s.......................... ......... STANDARDS IN RIGHT -OF -WAY. ::::::::::::::::: :.........:......... ::......:::: :.:........... .....::i::::::: :::::::::::!:::: ........... y ........ ....................I......... .........,......... ......... #.........(...... .. ::::::: I::::::: ..;.........I.........I........ .... 9. AREA INLET PER CITY OF RENTON I; .i. .I. :t. } :I: STANDARD PLAN SP 6011. .:.........: :;: .. .. .... ....... ....... ....... ...... ....... .. ... i. ..... ....... .... ... ....... ... .: is 450 - -- -° - ;1.__::_._..., ;..._i... _ _ _..;........._..._._._.. ,......__.....1 ......... t .........' ......... I .........:.........:......... r ......... ! ......... ......... °- __::......: .. t ......... ; ......... • .........:......... I .........::: _.. 450 ...... •r• .1: .i: 10. PORTIONS OF PSE FACILITIES TO BE :I: .I: is is :::: :j: �i� :i: :j: ABANDONED REMOVED PER PSE 'f' :i: .i. .t. :j: ABANDONED/ REMOVED :I: :I: {{ :i: :i: UNDERGROUND CONVERSION PLANS. :f: :i: :j: :I: :j: :I: : {: •t• N N ,I. . :i: :i: .. ....... .. ......:�: is .i: 440 440 ...._........:_._......., Y :................................. 1 .......__.......::_:::......... ,......._.,...... .:..._......,.......:'::".':':. ; .........1......... t ......... r ......... ; ......... � ......... i ......... .. I ......... 1 , ......... I ........ � .. i .... ' 11. CONSTRUCT CURB &GUTTER PER CITY OF ......... {.........I .........:......... ....... ........ ....... : CB :TYPE ,1..... .'......... ........: ....... .........I::::::::: :::::::: :k:::::::::y......... {......... .........I......... ........ .�:::::::::;.........,......... ::::::: ::.............::::::i:::::.... 1 .0.........1.........�::::::::: ::::� RENTON STD PLAN SP F015. ( .........:......... I.........•.........,.................. .I...................I......... 00.0..(31.9..8 n. y. ;. f: . . 1: _ R1M�42Fi.98 : ! FINISH GRADE 2• i i :i: �. :i: :I: :i �k� :j: :. ... :i: i : 3'70: .. : {: :f: 430 '.....'..:.{_.........._. ._....:.....i .....:.......................... ..... . I . ,.....:' . I . 1 430 �.........! .............. ;.. :I. := 0.75:: . . . . . . . . . . . . . . . . . . . . . . - ---------------- - - - - -- _ I' - - - -- -- =i� - - - - -- - - v- ; - -- - - -- --- - - - - -- - - - - - - -- P.O y: I i WER i . :i: .t. .iELE:' "f : I :I: .I. : �30 "�P�VG��I� - ..i ......... ........ ....:I:....... :i:....... ::0.5A�:. :- ........- :j: I. 420 - ..- _._ ............. . . . a.._......-- _... -- - - ...1...._.... - . ....... I ......... j._: _ _ :.. _ ._.... __ .... ; i . 420 _.. • , , 1 r SLOPE 0;30q i:::...... }.........i... EXI•S}1NG.....y. j. I. .................. ......... . :!: : .I....... :....:.. .::::: .,. {: is ...... ...... .........l........... t4 .LF:: GRf1ND .. :j: .y. ! ................... ...... I . ; . ::t2 PEP : (N::1:2) . {. :(: N { . ,..T .y. .i. .{. . {. .,. :I: .I. . . till ......... .........:........ :!: .. i :l: - ... {. ��EXfST�MH: :i: ::SS.MH:'2::4g:: :j: .y. 410 ____.- ___...__ ......_..__-._..._...__....... ._..____....1._- ._.___......... _......__._...-__ d__..__..-. _.............__..__....,____.- ..-____.. 4___. .._......._......___.- _- ._ ..... ..... ......... .... ...... ._....._. 25.. ..._.. ..___..____..-_____..__.. J__.___....__....__...___... .__..___.._..._!_._____..._.___ _....._..................:___...._......_.... ........_......_........__..... _____ti .:: i ......... ......... { ......... ........ 1 ... I . B SITA 195 +14.fl 24:9 • RT.. ; . { . 95 +113.0 • •25:7 L7 . y . { . 410 - ......... ................... ......... ...:' ... ... ••B•STA.} I ......... ..... :::i::::::RMAi- :'2::'8;: ::RIM =��427:7;':� r I ......... ............ 4.7.7. :1: :..: ... . :i: 412.25: . I . 2 }' r .. LE.. N - 412.29 : j : : E : ,..: :;;:- _..:•�...._ � I. - :4 1250:. .f. ., E.. i . f . ) . _., ............. ............................... .. .... :I: f::..... :E:: _ I:Ej: 412.35: :i: r t400 ........_____......._......,..----...... .._..._.....a.- _......_...____. �------ ...._.._...._._. ....._a..- ..__....._...... . �.W ..... _...__......_......_ , ^_.....__...__._. ............... ........ - � ........_._................_.. ..:400 193 +00 194 +00 I.E. N - 195 +00 196 +00 197 +00 r , 10 0 10 20 20 0 20 40 S. at" scale feet HORZ scale feet KEY PLAN KC MAP NO. 316-12 ADDENDUM N0. 1 NAS 02/12/08 °"^9� r..c wx,rn, xw»I 3/21/08 33301 9TH AVENUE SOUTH DRAINAGE REVISION NAS as /29 /ca OF DUVALL AVE NE /COAL CREEK PARKWAY SE usoe CALL 48 HOURS FEDERAL WAY, WASHINGTON '�^� PENTON RECONSTRUCTION Mara® BEFORE YOU DIG O BERGER/ BAM 98003 -2600 °"° ARM �� Planning/Building/Public /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS t 84' e x a 1 x e e x e I x c. VOICE: (206)431 -2300 om� a�v.E DATUM SANITARY SEWER AND DRAINAGE SD7 1- 800 - 424 -5555 USG-I Approved For Construction DPIRES M* 4,2M9 King Count/ FAX: (206)431 -2250 NO. REVISION BY DATE APPR PLANANDPROFILE- SHEET4 JSG Robert M. Hanson P.E. Date 75 182 tost&wa' , *dSmo5209ntOt349VarSelma FW N P.IZGYJfIFMW7- 06- 0321CADOIdro 1075_SOO7.dW Sd' i