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HomeMy WebLinkAboutD-295207TIE WALL UNDERDRAIN A PORTION OF SW 1I4, SEC.3, T.23N, R.5E, W.M. p UNDERDRAIN INTO EXISTING CATCH BASIN AREA INLET, 18" DIA. RIM = 417.48 U) 6" DIAM. 17 LF OF_6" PVC - B STA 182+ 49.0 - - � NOTES: B STA 17924.0 2 I - -o . ;{-_ I -'1 IE - 414.98 3 45.2' LT O W IQ I j n l 31.8' LT 11 LF, 8" DUCTILE IRON I ( ) r- ° �T ( SLOPE = 1.0% 25 LF OF 8" W,� c SS MH j X DENOTES NEW STRUCTURE, SEE THIS PLAN J III��� W D` I B STA 182 +49.0 O 30 L1 1 B STA 180 +33.0 I l I N I SEE PROFILE BELOW I PVC O 0.50% (2 .4' LT A ROW, TYP �. 2 B STA 182 +49.0 I OR LATERAL PROFILE DWGS AND (19.2'). LT B STA 2 LF OF 6" P.VC I STRUCTURE NOTE DWG FOR MORE DETAILS 0❑ > I 22 20.4' LT I 2 B TA 182 +98.0 10 LF 12" RCP 181 +49.6.0 E ) T / 1�- 18 f 2.0' LT),- <8> DENOTES EXISTING STRUCTURE AND /OR =T v i _ 26 / O 10l ~ , SLOPE = 5.0% 20.7' LT 21 20 14 c - - -_- s 27 W - - - - - - - PIPE /CULVERT TO BE REMOVED �- N 1 _ ❑1 ADJUST SEWER MANHOLE TO GRADE `.�_- ''�--- -- --- - -- -- --- - - - - -- -- --- - - -- - - -- - 7-L7-1 - ate. ` -I - -w w w w w w w� F» 1 O CONNECT SIDE SEWER p �\ 1 - D D-- I- .-T T - = p - -- 1"I - -T -- - ' a1 ---� -- s - -- - O-... _.._ . _-I-- --- -. -. .--- -- + D - 8 , I�� �_ _- _ _ F3 INSTALL CLEANOUT FOR DRY SEWER 29 28 SEE NOTE 9 3 '] GA I AS GAS GAS sGAS - GAS GAS GAS �JAS GA GASH -GAS ' GAS' GAS G 179+00 DUVALL AVE. E 180+00 gpI Sp S 12 I Sp 24 0 183+00 Q PLUG EXISTING STORMDRAIN PIPE _ -I _ I O DENOTES EXISTING STRUCTURE TO BE 3 I. g r 3 O O - O O -�- m MODIFIED 4 - 2 SEE NOTE 9, TYP w -_ -_ _ "- - SEE NOTE 9 -_25- - _j _- . -�, -_ _I_I___ -_,_ - ___v -_ Z / / -ABANDON STORM DRAIN PIPE IN PLACE . 107 1 i - T REMOVE STORM DRAIN PI ULVERT T --- - J J -�� PIPE/CULVERT -- T T T - -- T T - 15- .L- -r - -rs -_ - -- T- -- -- T . T - --I -- -- -.. _ t 1 -.. - -- ... -- - -- _.. -.__.. _._ T moo,- _ o•- /- �-��9/ '� ✓� ��/ --✓ ��-/i?-%%-'-i"' /-i' /-7� /_/--./.. •19 11, 1 - Yr Sp Q 1. STORM DRAIN INVERTS ARE MEASURED Via= C �J n " - u u -u u u u u E'; FROM CENTER OF CATCH BASIN. _� --- -r=_ -_ T' T- - ; -T T T T T T - - -' - -�� 'I' -- 1 - - "- - -- 1 - - ._.... I - j oJ- - - u L- 2. DING AND BACKFILL .PER `n - WSDOT STD PLAN P N - 1 l N B55.20-0 T -� . _._ _. _. P__ 15 3. SEE DWGS SD13 TO SD17 FOR DRAINAGE O ROW, TYP D- mss-- -a -c LATERAL PROFILES. STORM FILTER P I P I P i VAULT 6'x12 x4' I SEE PROFILE 4. CB TYPE 1 PER RENTON STANDARD PLAN ° '� ON SD17 SP 8012. I PROP ED SEE WATER DWG AWI PROPOSED JOINT UTILITY ml COMBINED DETENTION/ 1 I 5. CB TYPE 2 PER CITY OF RENTON TRENCH. SEE DWG UG2 I WATER QUALITY VAULT A 174'X20'X10' SEE SD19 STANDARD PLAN SP 8027. 6. SANITARY MH PER CITY OF RENTON OADJUST CATCH BASIN TO GRADE, STANDARD PLAN SP B071. 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 O7 CONNECT 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 450 450 SD LINE TO BE PLACED IN THE SAME -- --:7., -- - - - - -- - -- - - -.. -- - - -- - - -. - ...... - -- -- LOCATION. .EX: CB TYPE :2 :: 8':::::::: :: ' ' :CB: .YPE: T... .... ..CB. T. E.1...... : �GB •TYPE 1......... .. .48........ .. .. Y 20 • . RE•A •INLET..1.g - •DI•A.! ........ . 26. :.:: :.. ........ 27 :::::: ...... 181 •71•.0• 42.7.5 • LT . 4 .:.::::. :: - • B -ST •1 2 +00.0 � 1.9� � LT ' GUTTER PER CITY .... .B .STA 1.79- h1.0.II .... ....... ..B. S A .179 +7 :3::::: ......... ...B . ST7i 1.80 +:05.:0 .33:0: L'T ....... ..::::::: :::::.:.. ......... tt......... , ..... ... � ....... ........ . 10. CONSTRUCT CURB & ... : :: RIM = 416168 ....... ......... ::::::::: RIM :_..4118.2.4::::: :.. . OF-RENTON STD PLAN SP F015. .. . .......... .... :::: :::::.:(33 5. 0): :':: ::::::: :::RIM ; -. 4b6.66:': C$ TYPE. 2..48.. ........... ....:::1:...::':: ::::::::: ......... ......... ......... I.E: N,) =-413: 2........ 6 .5. 1. ........ IE•::(:E): 4i 5.;8::::' ......... I::::::::: I• .: (N.)..- .415.74.. ...... 440 :::: :::RIM = 415 ..... .... .... ......R[M 1.6.42.. ......... 440 _. -- B -S _TA_L f 0. -- - -- - -- - - - -- - _._.. - - - - - -- - - -- - I,E. N,S = 499.18: :::: : °: 414.5 ......... ;. I..;... ....... (32:6 LT ::::::::: ::::::::: ....... ......... ... ..... ......... ...... ........ . ......... ......... .. ::.... .::.:.::. .... :::: ::::::1: •: .S. =409: i:::::. . ......... ......... .....::.. ......... 21 O6• rrP�: ::;::....... ....... :EX: : : : : :: RIM::: =:41 .11:::::: ....... :: TYPE • .• •48• :::: ) STA 181 +75.0 31!.9..RT..:: X: POWER I.E N;S _::414:07 ::::::.:. IB :....... :...:.:: B•S A•179 +5.6... CB TYP.E.2. 8:' :::::::.: ::::::::: ......... ......... :: 1. E: :414:53:: :: : RIM: ° °::41:8;44::::::j: 430 30.0 -L ......... ...... .. ......... X. IELE.. .. ..... ... ........ ..... . ....... .... .... ... .I.E._ �N }.: =4 8 1. .' 430 1 =3 -- - ._._. -._.- ... ... . ..... RIM 41.4 :05 :: ::::::::: :::: ::( ' :`LTJ -: :::::::: 28 :4F::: ::::::::: :::: " :: ' : ' :::: ' :: ::::::::: :: ::: :.. :.: ' :::::11.:8.:.:x:: = 415:04:::1::::::::: ::::::: : RI = 416.14 12 "GFEP : N =12' ::::,E)(:6' :WAT.ER.. ......... ....f 1 ISTING ... UND..... . . EX GABLE ... :: I:E. 408.8 .... .... .... ..I:E..{I.S ••_• 9:32.. ........ ......... ......... ......... ......... ......... ......... ( ) EX •8 - WATER.. .. ::::::::: ::::::::: ......... ..... ... .. 4.1 :62..... :: EX: 2':: ::::::::: ::::..... ......... FIN[SFi: G ADE::,�::: ...... .. ; ... .. . ....... ......... ... .......:..;...:.:... .......... ......... ......... .. ...... ... 420 ... ....E- . TELE..' ......... ....EX::C g. :::::: __:::: - -- - -1 I- -- - - - -- -- - _ - - - - - - - -:- :::D:80 :: - 420 :. ... - - - -- - - -- -- - -- - - -- - - -- - - -- - -:�: �: 0.5D I:I:: .. . ......... ......... ......... ....... . YVATB _ :D - b:8s .... ........ ........ ...... .. ...1:00. :. i:00 . . _ O.SQ % : ::::::::: ... %:::: :: ... ..... ......::: :: " - 410 ::EX 2 ATER:'.:.1 ......... :::::::::1::::::... ........ 410 . ......... ......... i:'::..:�... - :::::: :: ::::::::: 56: LF:::: ::::::(TO BE ;REMO ED):::::: ::::::EX 2..WAT.ER .::'' : ::::::::: . ..: 2 ": RCP:: ..... ......... ...... .. ......... ....:.... ......... .. . ......... ......110 FF::::::: .. . ... ......... ......... .. ......... 1.. :..PEP. (N-.12)::: .. ...... ......tZ; ePBF:EN. 1: ?)..:::: ::::::: .... ........ ......... ......... ......... ... ..... ......... ...... .. ..''.I ::::::::: ::::::::: :: ......... .:::::::: ::::::::: :::::::: ::::::: ...... '::::::::: ::::::::E .CB. TYP .2... EX SS :::::: ::::::::: :: EX.SS.... ... ::. BSS A 182 +49.0 20.4• T, :EX SS 400 400 5 LF ..... ......... f - - - - - -, -- ......... ......... ......... .. „. .... T1BD 1I2- ......... ......... ........ T..... :::_ - - -- .... ---- ..._.. -- - - - - -- ::: E ' .24.. CP: P : (N -1:2) ......... ......... EX .t .CPEP .(N..12).... . .. ;_._ _ _.__ .. -- ... -- -- - - - ......... ..... RIM: 418.8:7 ........ . 7.8..LT ::::::::: ::::::::. ......... ::::.:::: ...... .. ......... ..... ::: T .:BE: MOD RED,: SEE :::: : :... ......... :: ::::::: . ' ' : ( ) .. : : : : : : : :: ......... i I ......... ......... _[ �9 LF ......... ........ I...... .. ...... :::::::: ::::1.£.: S': :::::: .........1 - . ......... .. : : :I : :::STRUCTURE NOTES::: ::::.:.:: ... .. .......... .... .... IM: =ADJUS : TO :GR.. E :::::::: ......... ........ ... + ......... . . 29..LF... 24; : C EP; (N -1: ) ...... : :I: 03.38 ::: ::::::::: ....... ::... ............. ......... I ......... .....:::: ::::: i.E.: N::...... 6. . .. . 2:q '::CRE : (N�12). ..... ...... .. _ : ; :..... .: ..... ....... :.: 1.£.: E): _ :40 .77 ::.:..: :.......: }t .. ......... ......... ........ ::::`...:L ..(NE)�40:. .. 390 .... ......... ......... SD:::..: .....:.:: ::....... ... :i:.......:;:.. ::...... L........I........ ... ......�......... ..,390 179 +00 180 +00 181 +00 182 +00 183 +00 10 0 10 20 20 0 20 40' 5. VERT HORZ scale feet scale feet KEY PLAN ti KC MAP NO. 316 -12 -: •�.., :9 s CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08 ,a'- : 33301 9TH AVENUE SOUTH CALL 48 HOURS O J' FEDERAL WAY, WASHINGTON Nns RENTON RECONSTRUCTION°° BEFORE YOU DIG BERGER/ABAM 98003 -2600 _ °N ARM P n ing /8uilding /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS OPAL ' E N o I N E E R+0 , N c. VOICE• (206)431 -2300 �� r ---I DATUM proved Por Constructio���� -m-of 1 -800- 424 -5555 asc ; „N SANITARY SEWER AND DRAINAGE SD4 EVIRES ]ME 4, 2a9 King County f • =�.r; �'' FAX: (206}431 -2250 N0. REVISION BY DATE APPR � r 3 PLAN AND PROFILE - SHEET 1 - -.it,- dsc Robert M. Hanson P.E. Date 72 183 (asl Soredm lYeCN /920Li9 o /LK�SZPN by MnaAroov �Nmne•kINA7fIFMW7- 0/- Q32ICAD01d gsI077_S90[dry S��/ ' '