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Home My WebLink AboutD-29521FLO O 0 UI C+•) r- C) COMBINED DETENTION /WATER A QUALITY VAULT 174'x2O'x10' SEE SD19 Ij' B STA 183 +93.0 1 (19.8' LT) z SEE PROFILE i o ON SD17B I Q 20 LF OF 6" PVC Y 2 B ST 184 +93.0 (20.4' LT) 04 3 - s--- .c-- ._...s.........._. ao 15 AS AS U) - co 3 W Z_. w... U Q 2 I u rr , I I SEE PROFILE ON SD17B 450 440 430 420 410 400 _._ ... _ ........ . ......... __.._ GAS GAS I �I !^ 27 i 1 iCK)V j W Z GSEE PROFILE ON SD17B - T A PORTION OF SW 1/4, SEC.3, T.23N, R.5E, W.M. 1 B STA 187 +14.0 � y� ^Y , . (21.5' LT) fA 185 +44.0 'x�l 1 j's I t 6' LT) (. I I 'p'' t I GAS LINE TO BE ABANDONED it , .'.•' U I � � i! I! 20 LF OF 6" PVC 2 186 +13.0 I } f ROW, TYP /l ' LT) i 16 -- WF (21.0 15 - - - - =- �- -- - ;............ / t '--SEE PROFILE `ROW, TYP ON SD17B _• ..... _. ....... _......... y ........... .............. - GAS GAS r GAS AVE NE 186+00 T TU - U I PROPOSED JOINT UTILITY TRENCH. SEE DWG UG3. I MS ' GAS SEE S GAS GAS 24 OFILE i O D17 87 +00I\ f I ! 25 7-U U U T - - - -� i 17 K(U wu : t'1 I ! ��1 B STA 187 +14.0 ' 1 (34.1' RT) W i Z 188+00 11 ADJUST TO GRADE, SOLID a UJ / • / • ABANDON STORM DRAIN PIPE IN PLACE NOTES: 1 18 450 P J X X REMOVE STORM DRAIN PIPE /CULVERT „ - ...A..._.... O DENOTES NEW STRUCTURE, SEE THIS PLAN CONNECTS TO -1 U 1. STORM DRAIN INVERTS ARE MEASURED OR LATERAL PROFILE DWGS AND STRUCTURE EXISTING (: :. :I: LINE TO BE PLACED IN THE SAME NOTE DWG FOR MORE DETAILS SYSTEM - - - - - I - I <S> DENOTES EXISTING STRUCTURE AND /OR i .........:.................. :::::::::t......... WSDOT STD PLAN B55. 20 -0 U PIPE /CULVERT TO BE REMOVED :f: .........1......... .........1......... 32......... :�. �T) : : ; : ::1:: O ❑1 ADJUST SEWER MANHOLE TO GRADE N, SEE 19 0 00 ....... -- - - - :.. CONNECT SIDE SEWER 1 NOTE 10 1..........a -..100 P PLUG EXISTING STORMDRAIN PIPE ............._ _.....� ;- GAS GAS 21 cAS Q G (n OX DENOTES EXISTING STRUCTURE TO BE 5. CB TYPE 1 PER RENTON STANDARD PLAN In a :1: 42 ... 7.... X��:W ER I• : A: :3 : ' `.: ": >rREP: yN :12. MODIFIED 25 7-U U U T - - - -� i 17 K(U wu : t'1 I ! ��1 B STA 187 +14.0 ' 1 (34.1' RT) W i Z _....__..__.....____-_....__....__..__.._____......__.._____......._..._....__...-___-..__..__........_.._..._____-...._-_..____.....___-_...__..__-___.._....-...._.. :.........:.........:......... 188+00 11 ADJUST TO GRADE, SOLID Sp-- - UJ / • / • ABANDON STORM DRAIN PIPE IN PLACE ON EAST SIDE 8. ALL FRAMES, MANHOLE RINGS, AND LIDS 450 P J X X REMOVE STORM DRAIN PIPE /CULVERT „ - ...A..._.... I _ . - -1 U 1. STORM DRAIN INVERTS ARE MEASURED ... .:.. ;. FROM CENTER OF CATCH BASIN. (: :. :I: LINE TO BE PLACED IN THE SAME :I: LOCATION .. .1... - :...:::;:: ::1::::::::: :I,E.: E }: -: 417.32 :!:::::: EX......:. 1 ::::::::::::::RADE::::::::::1. GROUND ....... . i. :i: :I:. FtNISH:GRADE;CL.. 1 .,. .;. 2. PIPE ZONE BEDDING AND BACKFILL PER S 015. RENTON STD PLAN P F i .........:.................. :::::::::t......... WSDOT STD PLAN B55. 20 -0 U U J :f: .........1......... .........1......... 32......... :�. �T) : : ; : ::1:: :!: ......... ( 3. SEE DWGS SD13 TO SD17 FOR DRAINAGE 440 MODULAR BLOCK 1 WALL, SEE S11 ....... -- - - - :.. LATERAL PROFILES. ........ ....... ........ ....... ....... ....... -- - . -- . ....... - ...... :i. :: 4. CONCRETE INLET PER CITY OF RENTON _......._._....._......_ ......................:__....._..... -- - - -• -• ;-- ........._......... 1.02 0..7.5 .. STANDARD PLAN 8010. I . ...... ...... ! i..... 5. CB TYPE 1 PER RENTON STANDARD PLAN .1 1 a :1: 42 ... 7.... X��:W ER I• : A: :3 : ' `.: ": >rREP: yN :12. SP 8012. :i: 6. CB TYPE 2 PER CITY OF RENTON STANDARD PLAN SP 8027. _....__..__.....____-_....__....__..__.._____......__.._____......._..._....__...-___-..__..__........_.._..._____-...._-_..____.....___-_...__..__-___.._....-...._.. :.........:.........:......... 7. SANITARY MH PER CITY OF RENTON 11 ADJUST TO GRADE, SOLID STANDARD PLAN SP 8071. LOCKING COVER, INSTALL PIPE �. ON EAST SIDE 8. ALL FRAMES, MANHOLE RINGS, AND LIDS 450 SHALL BE OF LOCKING TYPE PER CITY 18 REMOVE PIPE TO THE EAST, STANDARDS IN RIGHT -OF -WAY. CONNECT NEW DRAINAGE PIPE :i: I......... I :1.. !: . 9. AREA INLET PER CITY OF RENTON :! {. STANDARD PLAN SP 8011. ... .:.. ;. 10. EXISTING SD LINE TO BE REMOVED. NEW SD (: :. :I: LINE TO BE PLACED IN THE SAME :I: LOCATION _....__..__.....____-_....__....__..__.._____......__.._____......._..._....__...-___-..__..__........_.._..._____-...._-_..____.....___-_...__..__-___.._....-...._.. :.........:.........:......... :.........'........ CB •TYPE .2..48.. T :; I} ....._...._______-- _......_.... ..__._....._.._________....___.....-_....._ .................................._......___..______.._.._....__..___ ..................:. ..... ............:.........:........ ;. T r...._____..__.._.....____..__.__.._..____.-...._.._.._...._..............._.........................-_..... ........ ... ;. �. ._..........._..____.........._ 1. ............____ ....._.._..,._..______..__.._., ..... . .... r.. 450 ...... :!: 1 ... • ... .... 1.. ii ....................._.............,.. ................. __............................................._......:.......__....__............_... I I .. ::....!......... r t ! .........:.........:........ ...........1.........I......... :f: :i: I......... I :1.. !: . f "' ........ .;.........I.......:::::::::..; I. :! {. 11. CONSTRUCT CURB & GUTTER PER CITY OF ... .:.. ;. :j: :4: (: :. :I: ... :i: :I: :';:STING EXISTING .. .1... - :...:::;:: ::1::::::::: :I,E.: E }: -: 417.32 :!:::::: EX......:. 1 ::::::::::::::RADE::::::::::1. GROUND ....... . i. :i: :I:. FtNISH:GRADE;CL.. 1 .,. .;. !. : S 015. RENTON STD PLAN P F i .........:.................. :::::::::t......... �i- ....................... .........!.........1......... -- ......................... rr ; :i: :!: _. ............................................ .....,......................... __......................................_......._.................__....._;..........._...._........................_..........._............,._._..._............................................................,........................_........................'... ......... r.........' C TYP ..1;.........1....... t::::::::: ......... r.........!::::::! ::::::::.........:......... i . .:. . ; . ! ' : $::STA; 18,��,i- 79.8; {31.9:: :f: .........1......... .........1......... 32......... :�. �T) : : ; : ::1:: :!: ......... ( . ............;_..............._' ......:...:. .:_.__'...:_.............._:... ......... �:........t.........f......... 440 MODULAR BLOCK 1 WALL, SEE S11 ......... :::::::::':::::::::(.........t. .........i'I: + a CB •TYPE .2..48.. T :; I} ......... �1•.2..LT (........� .........,.........t. s.......::R1M: =:421 I......... i::::::':: T ':1 + 0:0: .....I E .(N.S)....418.13. ....... 11 (31;.9::�T)I RIM. = 421.97 .............. ........ ...:::::: . i.:::::::: ......... ::::::::: ......... :::::::::�:::::::::'::::::::: ,......... ...... ................... • ... .... 1.. ii ....................._.............,.. ................. __............................................._......:.......__....__............_... I I kIM ,418.68 43. _ 1' .........+......... ........ ......... 1 RIDA 420.62 I EX WATER ..........._ ............... ............................... ...............---....................._........................._................... r................................... 1... ............_.................. d I = 1'7: ;. .......... ...........:_.................. 1. _ ...:. ......... ... ...................................._.!_.......................__..._......................._............ S 1 ..41 ,$9. ... .:.. ;. : t.................._..........._................_._..._........ ..�_....__.._.................. .t.. (: :. :I: ...................:. :. ;......... EX WATER ........ : ...... I = • 1 .• .:... .......:..:........ I.E. S•I = 414;82:::::: ) .1. .......... :';:STING EXISTING .. .1... - :...:::;:: ::1::::::::: :I,E.: E }: -: 417.32 :!:::::: EX......:. 1 ::::::::::::::RADE::::::::::1. GROUND ....... . i. :i: :I:. FtNISH:GRADE;CL.. 1 .,. .;. !. : I.E:: E ...418:98 ....... .........1..:::: : :: .,. :0.80 %�� - - +::::::::: :t: - - - - .t......... :::::::.. :k: --------------- . ......... ........y......... f: :_L::;::.:.: f :!: ....... '..._:. �:.:...�.....:.. .... - 4t: .... .. .i: :i: ....... -- - - - :.. ....... (( ....... _ - - - ........ ....... ........ ....... ....... ....... -- - . -- . ....... - ...... :i. :: _......._._....._......_ ......................:__....._..... -- - - -• -• ;-- ........._......... 1.02 0..7.5 .. :... .. .._.....- I . ...... ...... ! i..... 0.509• .1 1 a :1: 42 ... 7.... X��:W ER I• : A: :3 : ' `.: ": >rREP: yN :12. :j: :1:. :i.. :!:....... :i: { :I .f. •4• .... .... ...... - - _ WATTER' ] 2. .. .. I ......... • ...... 2.. WATER ...:...... : I . 117 .::::i :::::::: :::::::.1. L.. ..... ....1.........'.........'...... :66:LF : :!: :i: 1.83 LF ....... .........•......... .. 12..CP .. N..12 . ......:..1 ......... ...... :..I...... ......0 :j: .........1...:::...1.........t. i. 1 r2 Rey ' .!. ... {. :f: ::I*''*,*, :i: :1: :f: 1 . 1 .:EX: 8 ": SS . ::EX: 8 ": SS . . ... :!: , . :;: .I. ;. .1. :!: :I. 430 420 410 400 N 390 �---- ._a..--- - =- --- L---- ..._...:_. .................... . __.- .__...� .�._.._._...._• -� -- - -- - ;.._ 184 +00 185 +00 186 +00 187 +00 188 +00 S• GU �tit. KC MAP NO. 316-12 - 33301 9TH AVENUE SOUTH CALL 48 HOURS ® FEDERAL WAY, WASHINGTON y. BEFORE YOU DIG BERGER/ABAM 98003 -2600 1- 800 - 424 -5555 E N 8 I N E END I N c. VOICE: (206)431 -2300 IXP00 W 4, � King County , ,... FAX: (206)431 -2250 N0. Los / Sowd m *d Sep OJ 2O05 at 04.-MW by Sabre f9e N a• a 12X41FAPW -04-O ZICAMIcf rI073_S00£d p SMcr 7 is tj � 10 0 10 20 20 0 20 40 ' VERT HORZ scale feet scale feet KEY PLAN NAS 08/75/08 IIO,� xu1M 1171.1 is CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08 RENTON RECONSTRUCTION ARM aw DATUM Planning/Building/Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS N� I1I Approved For construction SANITARY SEWER AND DRAINAGE _9D5 Q G "� REVISION BY DATE APPR - JSG Robert M. Hanson P.E. Date PLAN AND PROFILE -SHEET 2 ' 73 18: