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HomeMy WebLinkAboutD-29521Ed• O C/)I N n O L- _ ......._- , .._ - ...................... . .... ,n,- ,•__..... ; -. - - _.__ <;..........., ,._......_........._. <. _...._........ G- ...- _...... r,.- .._..4 -. r. __..';- _ .__...._... ...... _ -... _ INSTALL CLEANOUT FOR DRY SEWER � - -- ..._ -.._ ._ ..i_�. - - - -- .. _.._.._ -._ ._._ 29 28 SEE NOI 9 3 7 E-� -� GA =bAS GAS GAS -GAS GAST GAS GAS AS GA GAS GAS GAS: H -GAS G T I 12 I 24 Q © PLUG EXISTING STORMDRAIN PIPE 179 +00 ° DUVALL A VE E'j 180+00 sp sD sD SD +00 t j ( ' 183+00 _ c _ J OX DENOTES EXISTING STRUCTURE TO BE -{- -- - -- -�---- - -1 -F- - - --t -- - - - --- - --f-- - -- - - i: I 9 £ O O - O I O' I - +- m MODIFIED LLI _1._ 4 I 2 SEE NOTE 9, TYP _...._ -,, _...__ _.._ SEE NOTE 9 125 _. _ _ ......... i -_.. __....__.- .._ „__ Z_ / / -ABANDON STORM DRAIN PIPE IN PLACE - ..._..._... _...._..,... 1 n ..... - - - REMOVE STORM DRAIN PIP ULVERT rr 7 : �.._..._ / _. __._ _ E C .. f. / �...� f -� _ f ..... f.' /.... .�1...... .;. y . • . . 19 1. MEASURED . ........ ..............., ...... <....... ......._...................... .:................_ _ ...... _.. _.._........ Q wr FROM CENTER OF CATCH BASIN. .< .. .. .: .. .n. .. . ' .. - t r „s 1 -.._.. ........._....,.......:::b °...- 2. PIPE ZONE BEDDING AND BACKFILL PER ---- - - - - -- - - - - -- - - - -- __ - -- -- WSDOT STD PLAN B5520 0 \ P 13 " l ,• I T i �y _ - - -- - - - -- - -- ...._ ................ :.._ __- 3 SD17 FOR DRAINAGE °', -" `• ROW, TYP LATERAL PROFILES. 15 STORM FILTER P P P \ VAULT CA 2'x4' I o SEE PROFILE 4. CB TYPE 1 PER RENTON STANDARD PLAN I l PROPOSED WATER MAIN I ON SD17 SP 8012. PROPOSED JOINT UTILITY COMBINED DETENTION/ I SEE DWG Wt TRENCH. SEE DWG UG2 I WATER QUALITY VAULT A j 5 STANDARD PLAN SIP B �RENTON 174'X20'X10' SEE 450 440 430 420 410 400 390 179 +00 180 +00 KC MAP NO. 316-12 33301 9TH AVENUE SOUTH ueos CALL 48 HOURS ® FEDERAL WAY, WASHINGTON BEFORE YOU DIG BERGER/ABAM '�isrES�° 98003 -2600 lEar�7, E R _ E I R E E R e i R c. VOICE: (206)431 -2300 r SD19 6. SANITARY MH PER CITY OF RENTON OADJUST CATCH BASIN TO GRADE, STANDARD PLAN SP 8071. SOLID LOCKING COVER, CONNECT PIPE TO THE NORTH AND TO THE EAST 7. ALL FRAMES, MANHOLE RINGS, AND LIDS SHALL BE OF LOCKING TYPE PER CITY OCONNECT PIPE TO THE NORTHEAST, STANDARDS IN RIGHT -OF -WAY. ADJUST CATCH BASIN TO GRADE 8. AREA INLET PER CITY OF RENTON 19 ADJUST CATCH BASIN TO GRADE, STANDARD PLAN SP 8011. SOLID LOCKING COVER 9. EXISTING SD LINE TO BE REMOVED. NEW 450 SD LINE TO BE PLACED IN THE SAME LOCATION. 10. CONSTRUCT CURB & GUTTER PER CITY OF RENTON STD PLAN SP F015. 440 430 I . 420 . ......... i 410 400 11 - .iJ I 390 - 182 +00 183 +00 10 0 10 20 20 0 20 40 VERT HORZ scale feet scale feet KEY PLAN CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08 .0 RENTON RECONSTRUCTION �� DATUM Planning /Building/Public works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS w c �� Approved For construction SANITARY SEWER AND DRAINAGE SD4 Robert M. Hanson P.E. Date PLAN AND PROFILE - SHEET 1 72 182 Last Svwd w*d Sw al 20M or 04.'49PM by wow lWe None: alMlFAPwr- 6W- VL2lC"1dMlDTL.5Mdw Seder? 181 +00 a'� MM Z7. REVISION BY DATE APPR E:2.D TIE WALL UNDERDRAIN A A PORTION OF SW 1/4, SEC.3, T T.23N, R.5E, W.M. z z UNDERDRAIN I INTO EXISTING CATCH BASIN A AREA INLET, 18" DIA. , , \ 6' DIAM. 1 17 LF OF,,.6" PVC 2 _.... ..- :�. ... I -- i -• I 1 IE 414.98 8 � �B STA 182 +49.0 O W IQ I I N SSA. MH 1 NOTES: (31.8' LT) ¢ V... . .- W > S 182 + 021 " ¢ i ; , 25 LF OF 8" W ,ie c B STA 1 O D DENOTES NEW STRUCTURE, SEE THIS PLAN 30 _ �... 1 B STA 180 +33.0 ° ° a I I S I 2 2 PVC ®0.50% � �4. O � OR LATERAL PROFILE DWGS AND _..- _._r_._.._,....... __ ._ ._...., , _ 26 c c O : ,\ 7 i' . , 1 22 8 18 4 L`�8 STA 182 +98.0 O D DENOTES EXISTING STRUCTURE AND /OR _ 2 PIPE /CULVERT TO BE REMOVED v? t tilt:: 1 U i i 1 A ADJUST SEWER MANHOLE TO GRADE i -- N 2 2 C CONNECT SIDE SEWER _ ......._- , .._ - ...................... . .... ,n,- ,•__..... ; -. - - _.__ <;..........., ,._......_........._. <. _...._........ G- ...- _...... r,.- .._..4 -. r. __..';- _ .__...._... ...... _ -... _ INSTALL CLEANOUT FOR DRY SEWER � - -- ..._ -.._ ._ ..i_�. - - - -- .. _.._.._ -._ ._._ 29 28 SEE NOI 9 3 7 E-� -� GA =bAS GAS GAS -GAS GAST GAS GAS AS GA GAS GAS GAS: H -GAS G T I 12 I 24 Q © PLUG EXISTING STORMDRAIN PIPE 179 +00 ° DUVALL A VE E'j 180+00 sp sD sD SD +00 t j ( ' 183+00 _ c _ J OX DENOTES EXISTING STRUCTURE TO BE -{- -- - -- -�---- - -1 -F- - - --t -- - - - --- - --f-- - -- - - i: I 9 £ O O - O I O' I - +- m MODIFIED LLI _1._ 4 I 2 SEE NOTE 9, TYP _...._ -,, _...__ _.._ SEE NOTE 9 125 _. _ _ ......... i -_.. __....__.- .._ „__ Z_ / / -ABANDON STORM DRAIN PIPE IN PLACE - ..._..._... _...._..,... 1 n ..... - - - REMOVE STORM DRAIN PIP ULVERT rr 7 : �.._..._ / _. __._ _ E C .. f. / �...� f -� _ f ..... f.' /.... .�1...... .;. y . • . . 19 1. MEASURED . ........ ..............., ...... <....... ......._...................... .:................_ _ ...... _.. _.._........ Q wr FROM CENTER OF CATCH BASIN. .< .. .. .: .. .n. .. . ' .. - t r „s 1 -.._.. ........._....,.......:::b °...- 2. PIPE ZONE BEDDING AND BACKFILL PER ---- - - - - -- - - - - -- - - - -- __ - -- -- WSDOT STD PLAN B5520 0 \ P 13 " l ,• I T i �y _ - - -- - - - -- - -- ...._ ................ :.._ __- 3 SD17 FOR DRAINAGE °', -" `• ROW, TYP LATERAL PROFILES. 15 STORM FILTER P P P \ VAULT CA 2'x4' I o SEE PROFILE 4. CB TYPE 1 PER RENTON STANDARD PLAN I l PROPOSED WATER MAIN I ON SD17 SP 8012. PROPOSED JOINT UTILITY COMBINED DETENTION/ I SEE DWG Wt TRENCH. SEE DWG UG2 I WATER QUALITY VAULT A j 5 STANDARD PLAN SIP B �RENTON 174'X20'X10' SEE 450 440 430 420 410 400 390 179 +00 180 +00 KC MAP NO. 316-12 33301 9TH AVENUE SOUTH ueos CALL 48 HOURS ® FEDERAL WAY, WASHINGTON BEFORE YOU DIG BERGER/ABAM '�isrES�° 98003 -2600 lEar�7, E R _ E I R E E R e i R c. VOICE: (206)431 -2300 r SD19 6. SANITARY MH PER CITY OF RENTON OADJUST CATCH BASIN TO GRADE, STANDARD PLAN SP 8071. SOLID LOCKING COVER, CONNECT PIPE TO THE NORTH AND TO THE EAST 7. ALL FRAMES, MANHOLE RINGS, AND LIDS SHALL BE OF LOCKING TYPE PER CITY OCONNECT PIPE TO THE NORTHEAST, STANDARDS IN RIGHT -OF -WAY. ADJUST CATCH BASIN TO GRADE 8. AREA INLET PER CITY OF RENTON 19 ADJUST CATCH BASIN TO GRADE, STANDARD PLAN SP 8011. SOLID LOCKING COVER 9. EXISTING SD LINE TO BE REMOVED. NEW 450 SD LINE TO BE PLACED IN THE SAME LOCATION. 10. CONSTRUCT CURB & GUTTER PER CITY OF RENTON STD PLAN SP F015. 440 430 I . 420 . ......... i 410 400 11 - .iJ I 390 - 182 +00 183 +00 10 0 10 20 20 0 20 40 VERT HORZ scale feet scale feet KEY PLAN CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08 .0 RENTON RECONSTRUCTION �� DATUM Planning /Building/Public works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS w c �� Approved For construction SANITARY SEWER AND DRAINAGE SD4 Robert M. Hanson P.E. Date PLAN AND PROFILE - SHEET 1 72 182 Last Svwd w*d Sw al 20M or 04.'49PM by wow lWe None: alMlFAPwr- 6W- VL2lC"1dMlDTL.5Mdw Seder? 181 +00 a'� MM Z7. REVISION BY DATE APPR E:2.D