Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutzD-2952Set8 TIE 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��/ ' ' COMBINED DETENTION /WATER A PORTION OF SW 1,/4, SEC.3, T.23N, R.5E, W.M. z QUALITY VAULT 174'x2O'x10 SEE A V✓v VCV 1�B .5' T) +14.0 NOTES: � B STA 185 +44.0 � (21.5' LT) ; 18 Na SIiC -i CO) 1 1 20.6' LT I I `t I GAS LINE TO BE 0 I� 8 STA 183 +93.0 ( ) I X DENOTES NEW STRUCTURE, SEE THIS PLAN (19.8' LT) !;�l / SEE PROFILE U I ' / ABANDONED I CONNECTS TO OR LATERAL PROFILE DWGS AND STRUCTURE ON SD17B. v g 20 LF OF 6" PVC �� y9 EXISTING NOTE DWG FOR MORE DETAILS 2 ROW, TYP SYSTEM 20 LF OF 6" PVC I� B STA 186 +13.0 _ ;I 2 B ST 184 +93.0 ^ IT� (21.0' LT) j 15 I i / 16 I - - - - - - I O DENOTES EXISTING STRUCTURE AND /OR v (20.4' LT) 8 Z - - �\ \ ; �..- - - - - - o PIPE/CULVERT REMOVED - - - - - - - - - - - } \ ° t 1❑ ADJUST SEWER TMANHOLEMT o ,. 4S i o o GRADE IGAS W • ,• � -�r�' - : - r•"'� - � 0 2❑ CONNECT SIDE SEWER ads N3 V - 11. I 32 I -- - NOTE 10 - -�t - 5 - - s -: s 5 s - s -� -- = s -- s- -- - c.r -^ -- - - -�Y- -- �- / "��yy I _- c__.... ___ Q P PLUG EXISTING STORMDRAIN PIPE � � i'' 2 � 1 _--- ' s As As cA cos GAS AS cns cns s c As As cns cns cAS' GAS cas ��p� cns GAS .. GAS cAS c (0 D DENOTES EXISTING STRUCTURE TO BE SEE PROFILE - , I SEE PROFILE 24 00 MODIFIED 84100 ON SD17B - 18 -- D_ yALL AVE NE 186•F00 t ON SD17 �87t00 - 188m -i- -- - J-- I - - -- ---' W / / • ABANDON STORM DRAIN PIPE IN PLACE W 30 5 P 9 I� II >y 14 � P J X X REMOVE STORM DRAIN PIPE /CULVERT N w - - "' -- _ny _ 2 - -- - - J - -T r- -r - - -r - r- r r T r- -r - - ■r - T - - -_1 i°,I ._._. -r. -- -. - -- ".--------- 'r- -- r - - -t.- r. - - - - - r - - -I (D 1. STORM DRAIN INVERTS ARE MEASURED -. �•�- - fitr -� /�/ -f-k / -1/ / -/*1 / %E/ /��/ =�f �/ / -'t/ / /� / %/r / /e / +/ ; /r.l. l / -�/ / / -/" /-r/ / / i - /.- �-1_ n /_ -/ Y°1 __., I- FROM CENTER OF CATCH BASIN. - SE"E -N OTf'_'I'0. -- i -a -- --- --�--� ' i- C- =. _ - -' =L - -- ' r - --- r ----1 -! - - r T 2 -' -r 2. PIPE ZONE BEDDING AND BACKFILL PER 31 rt - a' - - - - 25 WSDOT STD PLAN B55. 20-0 .i} - -- T .- T - T - -- T- T �. U U !Il\ U U U u U U J u _ - u u u u u u -� - -_ - - - - 3. SEE DWGS SD13 TO SD17 FOR DRAINAGE { yV - - - _. ul - \ �, _� I 17 ' I LATERAL PROFILES. \� A\ W �� ! 4. CONCRETE INLET PER CITY OF RENTON Lu ROW, TYP I c7H =� I I I I STANDARD PLAN' B010. SEE PROFILE ygpp tq ON SD17B PROPOSED JOINT UTILITY r _ i 5. CB TYPE 1 PER RENTON STANDARD PLAN. 1 27I I I TRENCH. SEE: DWG UG3. 1 B STA 187 +14.0 I L.� ) ,I SP 8012. ONE PROF LE I ��I I I . I I I (34.1' RT) I LU I i 7I 6. CB TYPE 2 PER CITY OF RENTON I z r I I STANDARD PLAN SP 8027. Z 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 18 REMOVE PIPE TO THE EAST, SHALL BE OF LOCKING TYPE PER ,CITY CONNECT NEW DRAINAGE PIPE STANDARDS IN RIGHT -OF -WAY. 9. AREA INLET PER CITY OF RENTON STANDARD PLAN SP B011. 10. EXISTING SD LINE TO BE REMOVED. NEW SD LINE TO BE PLACED IN THE SAME 450 - -- - -- - - -- - - - - -- - -- - - -- - - - - -- - - - -- - -' 450 LOCATION. ......... .:....... .... ...... ... ..... ...... ....... ..... ...... .. PER C Y OF :....... .:....... ......... ......... ......... ::.:..... ....:.:.. ..:...:.. ......... ......... ......... .... 11. ... . ....... . " "' "' " " " "' `" " "' :....:..: ::.:.:::: CONSTRUCT CURB '& GUTTER IT ' ..... ......... ......... . ....... ......... ....... . .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... ..... ......... ......... ....... . .. .. . .. .. 440 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ...... - - -- :.._.:... _ '_._._ - -- - - - -- -' - -- -- - - - - -- -- - - -' 440 ... ..... ... ....... - YPE' -1 ...... -.. .......':. .. MODULAR BLOCK 1 :::::: : ::::::: :: ...... .. : : :: ......... ......... ......... ......... ......... ......... ......... ...... :: .-STA: I.M. 1M 178.8:. 31.9':LT :.. .. WALL, SEE S1'1 ......... ......... ... { ) ! C8 TYP ..1:::::::�::::::::: ....... . ......... ......... ::::::::: :: CB�TYPE :2::¢8 ": :::::::.:: :::::::: ::::::::: ::::::::: :CB:.T.Y.PE 1:::::::: :::::::.. ......... 1M. =.4. 1!. 7....... ........ 15 ...... 1........ : : : : : : : :: .. . ......... ....... Z , 2 ....... g::ST? : 1$fi ±44. Q ;( J:.9' : LT) ......... : : ::::::::: ::::::::: ::::::::: 5 :STA: $3 +83.b: (31,.2:: x) ::: ' :::.. ......... .B. STA .1 5 +00.0. 1.9 . LT.. :::::::::.E:.: N:,S' : = . 418:13: : :::::: : .. _ .. . IZ'IM• •_• 18.74 ... ........ . ... ::::::::: :RIM: r::4 0 :65::: ::::::: ' X- WATER ......... ......... ... ....... 4......... 430 ......... ...... -- -- -- - -- - -- - -- - - - - - - - -- - -- - - -- -- - -- - -- 430 ... ......... .... .. .. ......... ......... ....... - - -- fE ..S N) -� .... ...... .. ......... ........:i:........ ......... 1�,. S '- .41$.89 ......... . ...4)6:43 ::::::::: ......... (( )) ......... :I E: sE 417.3:2: :::::: X 7EL•E :: :::::::: ' I.E:: (E) =418,98 EX-WATE I.E•:t ?; ): °::¢14.: ?::::.'::. :::::::.. .....`. }. ......... ..... '. :.::: " :::: ::::::: ....... ....... XISTING G OUND .... ......... :. ::::::::: ::::::FINISH : GR:ADE � :: ' :...:: :::.:.: :.... \`1 ......... ........ ......... ....... ......... ......... ......... :........ ......... ........ . ......... ....... ......... ......... .. ...... ......... .... .0.80 %....... ...._'- _ ' - _ _ _' '- - _ _ • _•_ 420 . -- _ - �. ._ - ... _._. ;A ... .......- . ...... i .. . - -- -- - - -- -- - - - - -- - - - -'.. - ._ I ......... ........ -- - - - - - -- . ... .. -.. ......... 420 -- 7.5 :,.:..: ......... ....... ........ . ........ 0.50 u _ . ,92� ......... ......... ......... ......... ......... ......... ::::78 : F:::::::. ......... ......... . ...... ......... ......... ......... N ......... ......... ......... ......... ......... ......... :....: EX .3- ..WATER .....12.. P.EP. (N- 2).... _ ....... ......... ......... ......... ......... ......... - - 410 410 -- - ----- ... --- ---- - - - - -- - -- -- - - -.. :EX: 2? ATE - - .. ......... ......... ......... ......... ......... ......... ......... ......... . ....... .. ...... . ......... ......... ....... .. ......... ......... .... ... : : : : :: :: : : :: - 117.4F . ......... ......... ......... ......... ......... ....66.L� .........I.. ...... .::::::::I::::::: :�......... ........ :..:::::: ::.:..... - C. ::1:2 "::CP P. :(N -12 } . ::::::::: ::::::::: ::::::::: ::::::::: ::::12.':CI ?EP P. - 1:2):.:::::: :::::::::I:::::::.: ::::::::: ...... .::: 183 L�....... .. ..... .. ... . ..::::::::: ::... - ...1.2• RCP ..... ......... ......... ......... ......... - I.. 400 _... --- -1 - - -- -� - -- - _.. -- -- - -- -- -- - - 400 ......... ......... ......... ......... ......... ......... ......... ......... ..... ... ......... :::::::: ::::::::: ::::::::: ::::::::: :::::::.. ......::: :::: ::::::::: ::::::::: .... .. ... ......... .. .. i ......... ......... ......... ......... ......... ......... ......... ..EX:8:': �::: :::::::EX 8:': SS ::: ::::::::: ::::::::: ::...::::I:..:.:.:: :::::.::: ::::::::: ::::::..: :: �!. !. :::: :::::::::j: ::::::; ::;::::::;:........;.: ::::::: :::::::::l::::::::: ::::::::: ::::::::: ::::::::: � - 184 +00 185 +00 186.4 -00 187+00. 188 +00. l� 10 0 10 20 20 b 20 VERT HORZ S KC MAP NO. -316-12 scale feet scale feet KEY PLAN r = » :w ,00, do H CITY OF DUVALL AVE NE /COAL CREEK PARKWAY SE 3/z CALL 48 HOURS A'`" 33301 9TH AVENUE SOUTH ,m -1 208 � FEDERAL WAY, WASHINGTON NAS 7K. RENTON RECONSTRUCTION BEFORE YOU DIG O BERGER/ABAM 96003 -2600 °` ARM r„° P ping /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS E X e 1 R E E R! i x c. VOICE: 206 31 -2300 ear- roved For Constructio .2"11- 800-424• -5555 ( Y1 JSG DATUM SANITARY SEWER AND DRAINAGE _�SD5 D(PIRES MIE4.mos King County ,``T FAX: (206)`131 -2250 NO. REVISION BY DATE APPR jsc we xo x Robert M. Hanson P.E. ate �' 73 18' PLAN AND PROFILE -SHEET 2 L°rl 5°red a•+ WM A(a I9 2" d VS-52V by Ann°.. - a, Nana• P I2OO4IF4PHT- 04 -OJ7I C4OOI d+gs 107J_5005obg Sa • 7 ' O 0 C7 't O B STA 188 +79.0 1 I 1 B STA 190 +45. (25.6' LT) I (25.3 LT) B STA 190 +25. ROW, TYP 1 (25.0' LT) 3a. O arp 23 +I u a0 00 SW 1/4, SEC.3, T.23N, R.5E, W.M. ES (25. I! C'f' \ � I _ I� CON IC NLET P ` 15 P 22 10 - --- - -I - -- I il� 2 6 G -- - - -- GG — — G - -- G - -- G - - — -- G — - w - --- 'v - -- -- w - - -- 11 — - w - ---�— n it - s-t -- - - - - GAS -LIN 1 I 11 BE RELOCATED GAS G S �A'i GAS GAS GAS GAS GAS GAS DUVALL AVE NE 1s 191 +o 1s2+ 190 T I T 21 N / P Lu I / I J. Z S GAS GAS GAS GAS GAS GAS GAS GAS GAS S — Ib 430 — —Ur-IP —U 420 3 410 188 +00 400 189 +00 19 +00 W - - -- - y� - - - -- y�i - - -- - - - -- -yam �gp J CONDUIT 4' 7 = F-- 'r-- ---- ��•------ -- w --.,_. U - -- T. --- - -- r` -- -- T rP01WR OUTH ? r_— fi - -- - -- T— -.. T T -- T �r - -- - - -- AT W T T ._._. —. .. ---'-- - _ - Q- T —T T -- �• T T - 'r T T - -T ' P - - -_— P - .. ..- P _- P _ - -- - - P P P T _ T P -- P— a= rtcb?� _-T _ -- F— U U U P U BASE ONI Y U U I \` i I 5 CONNECT TO 8 EXISTING YARD DRAIN � I % ' I I I - s-t -- - - - - GAS -LIN 1 I 11 BE RELOCATED GAS G S �A'i GAS GAS GAS GAS GAS GAS DUVALL AVE NE 1s 191 +o 1s2+ 190 T I T 21 N / P Lu I / I J. Z 450 _ T .._. —__.. .__._...._..__ 7 440 =OI,W Q '•- 430 — —Ur-IP —U 420 ROW, TYP- 410 PROPOSED JOINT UTILITY 400 - s-t -- - - - - GAS -LIN 1 I 11 BE RELOCATED GAS G S �A'i GAS GAS GAS GAS GAS GAS DUVALL AVE NE 1s 191 +o 1s2+ 190 T I T 21 N / P Lu I / I J. Z NW 1/4, SEC.3,. T.23N, R.5E, W.M. T7.0 - -- —� NOTES: - --- „ - --D- Ili OX DENOTES NEW STRUCTURE, SEE THIS PLAN OR LATERAL PROFILE DWGS AND STRUCTURE - - - - NOTE DWG FOR MORE DETAILS ODENOTES EXISTING STRUCTURE AND /OR PIPE /CULVERT TO BE REMOVED ADJUST SEWER MANHOLE TO GRADE — CO + ❑2 CONNECT SIDE SEWER rn —GAS G/ ❑4 ADJUST VALVE COVER TO GRADE H ZP PLUG EXISTING STORMDRAIN PIPE — sly fn m OX DENOTES EXISTING STRUCTURE TO BE 9) Z MODIFIED J / / -ABANDON STORM DRAIN PIPE IN PLACE E -T - REMOVE STORM DRAIN PIPE /CULVERT u u- 1. STORM DRAIN INVERTS ARE MEASURED FROM CENTER OF CATCH BASIN. I OND IT �� 2, PIPE ZONE BEDDING AND BACKFILL PER _ T .._. —__.. .__._...._..__ 7 WSDOT STD PLAN B55. 20 -0 =OI,W Q '•- U_n- - — —Ur-IP —U -7. P 14 ROW, TYP- G PROPOSED JOINT UTILITY STANDARD PLAN 8010. TRENCH. SEE DWG UG4. uI ' >, NW 1/4, SEC.3,. T.23N, R.5E, W.M. T7.0 - -- —� NOTES: - --- „ - --D- Ili OX DENOTES NEW STRUCTURE, SEE THIS PLAN OR LATERAL PROFILE DWGS AND STRUCTURE - - - - NOTE DWG FOR MORE DETAILS ODENOTES EXISTING STRUCTURE AND /OR PIPE /CULVERT TO BE REMOVED ADJUST SEWER MANHOLE TO GRADE — CO + ❑2 CONNECT SIDE SEWER rn —GAS G/ ❑4 ADJUST VALVE COVER TO GRADE H ZP PLUG EXISTING STORMDRAIN PIPE — sly fn m OX DENOTES EXISTING STRUCTURE TO BE 9) Z MODIFIED J / / -ABANDON STORM DRAIN PIPE IN PLACE E -T - REMOVE STORM DRAIN PIPE /CULVERT u u- 1. STORM DRAIN INVERTS ARE MEASURED FROM CENTER OF CATCH BASIN. I OND IT �� 2, PIPE ZONE BEDDING AND BACKFILL PER p 'I I WSDOT STD PLAN B55. 20 -0 =OI,W Q N ; 3. SEE DWGS SD13 TO SD17 FOR DRAINAGE z S LATERAL PROFILES. 4. CONCRETE INLET PER CITY OF RENTON I STANDARD PLAN 8010. 5. CB TYPE 1 PER RENTON STANDARD PLAN SP 8012. 6. CB TYPE 2 PER CITY OF RENTON STANDARD PLAN SP 8027. 16 CONNECT TO EXISTING STORM MH INSTALL NEW PIPE, REMOVE 28 LF 7. SANITARY MH PER CITY OF RENTON PIPE TO WEST STANDARD PLAN SP 8071. 8.- ALL FRAMES, MANHOLE RINGS, AND LIDS SHALL BE OF LOCKING TYPE PER CITY STANDARDS IN RIGHT -OF -WAY. -- - - - -- - - - - -- -- - - - - -- - - - -. _... - - -- ._...- -- - - -- -- - -- - -- 50 9. RENTON .........' :.......:. .... STAND RDTPLAN SP 011.R ....... ....:.:.: :. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .......... ......... ......... ......... ......... .. 1 PER CITY OF ......... .. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........: ..... ...... RENTON STD PLAN SP F015 __.'.:..:._: .'. - ._'.:._.....__.__._._._.:. _:.:.::.: - -- _:_..:._.._...:._:.___ - - -- ::::::::: ::::::::: ::::::::: ::::::::: - -- : :::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::..._ . .. ..... ::: ::::::::: ::::: :::: 440 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .....:::: ® M LOCK S11 ......... ......... ......... ......... ......... ......... ......... ......... :::::flNl H;,G,RADE .... ......... ......... ......... ......... ......... ......... ......... ......... . � ::::: ........: :.. ..... :...:....I........ ....... ......... :. - - .... ......... WALL, LSEE B E 430 420 410 400 390' I - ------ - -_J -__.. _L___.-- _1..- ___- __- _- _- _.__J_. I - 1 -- r _ 390 - 188 +00 189 +00 190 +00 191 +00 192 +00 CALL 48 HOURS ' BEFORE YOU DIG BERGER /ABA .2t.011- 800 -424 -5555 E N N I N E E RP. I DNO isle 4. � King County Gos1 S'—d m Wed Mr 19 2008 d C&S7PN by Anaak— Fde Vmq aI2004IFAPW I- 04- OJ2IOAOOIdqsI074 .m06dxg Scav 1 333019TH AVENUE SOUTH FEDERAL WAY, WASHINGTON o NAs 98003 -2600 '""`ARM VOICE: (206)431 -2300 FAX: (206)431 -2250 NO. REVISION Bl' DATE APPR — JSG 10 0 10 20 20 0 20 40 VERT. HORZ scale feet scale feet KEY PLAN • x X7.1 CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08 -� RENTON RECONSTRUCTION DATUM PI ing /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS�„� d� pproved For constructions SANITARY SEWER AND DRAINAGE SD6 Robert M. Hanson P.E. Date PLAN AND PROFILE - SHEETS 9°.”" 74 i 83 A PORTION OF NW 1/4, SEC.3, T.23N, R.5E, W.M. OFFSITE RUNOFF B STA 194 +18.0 SS MH #2 i ; 1 (24.6' LT) I B STA 195 +14.0 - 7777 77 77 - -- 7777 -- J I �- (25.7' LT) i 1 6 STA 197 +10.0 i NOTES: - - -- 7777 -- ------------------- -� - --{ (28.1' LT) I" 1 O DE E STRUCTURE, SEE THIS PLAN. -- ROW, TYP NOTES NEW 17 i I OR LATERAL PROFILE DWGS AND STRUCTURE -- - - - - -- 7777 -- --- - - - -- 7777 -� �- ' ^t -L NOTE DWG FOR MORE DETAILS 7 777- 7777 -- _ II ' 15 O DENOTES EXISTING. STRUCTURE AND /OR ❑H I PIPE /CULVERT TO BE REMOVED -.0- ADJUST SEWER MANHOLE TO GRADE 1 T SE o ❑ + 5 - 9 + ❑2 CONNECT SIDE SEWER n" cas a" cas c -- - r, r. c w - <; -- w . G =- - - - - _ __. _:_ - _ ._.-_ _ =--- - - -- 1.8 0 w w II: -' - ® ADJUST VALVE COVER TO GRADE IS GAS GAS GAS GA w GAS GAS GAS AS 7W 7W� An AC�6��GAS GAS -m GAS GAS GAS GAS G S GAS GAS GAS GAS A �A -1 Q I REMOVE EXISTING - Q 193+00 �-- 194+00 1 5 +00 - 196 00 - CLEAN OUT 19 } 0 - 1 _ I QP PLUG EXISTING STORMDRAIN PIPE ED -I B STA 193 +70 0 4 N -� - I - -� -1- I INSTA L STD CLEANOUT I i m A2 PLUG EXISTING SANITARY SEWER PIPE W P 3 ' { (12.9 RT) �PLUGaNORTH INVERT�P N 11 B STA 196 +67.96 i LLI (25 2' RT) - -- " - -F _ -- Z / • / ABANDON STORM DRAIN PIPE IN PLACE -w--- - w-- -w w--- - 1 - .J 1• w -w- = "'1-._ _ �- T _ _ T _ T __.. T ._ _ ._- T . _ 7.7.77 T T - _.. -_. - .- . -..._ T _... -._.. ` _-.. T __. _-.._ 1. 7 -. -� ...... !y). _ . _.__ _ ._ __..7 _ �E-X REMOVE STORM DRAIN PIPE /CULVERT T i _- T I -�� T . 4 � W 3 _ P - R MEASURED P P - - P ---- P'-- -P�� -1'� -- - -P-- ...p - -- P-- ei-,P - -- I P -_ j:. _h .. .. p -� - - -1 -- --. .. 7777 -- •' -' -' S -- -- --- : -�- f - c . _ - -- - -- - -- - FROMMCENTER IOFECATCH --- 1 g -- � -- -- - u - -' -- u1•- � ell *, u -u u - T -- -1- I J - - - - - - - - 2. PIPE ZONE BEDDING AND BACKFILL PER T ---- T (q �' 2 1 Y WSDOT STD PLAN B55. 20 -0 B STA 193 +15:(f W 18 LF OF 6" PVC 5 4 W PROPOSED JOINT 2 3. SEE DWGS SD13 TO SD17 FOR DRAINAGE 5 B STA 196 +51.96 (44.3' RT) 1 ,�: I' � ROW, TYP � Z UTILITY TRENCH. � / LATERAL PROFILES. 1 8 STA 194 +02.0 ' (43.0' RT) B STA 193 +35.0 (47.4' RT) Y( ecee rr. SEE DWG UGS. 1 „ 1 4.. CONCRETE INLET PER CITY OF RENTON 1 B STA 196 +29.0 I y I STANDARD PLAN 8010. • (44.0' RT) I � 18 LF OF 6" PVC 25.1' RT ; B STA 196 +44.96 2 cn 5 t. DU 75 I B STA 194 +16.0 B STA 195 +14.0 Dar ( ) = _r- 1 I 1 «Y I' I I n,: 8" PVC, 40' NORTH (43.0' RT) 5. CB TYPE 'l PER RENTON STANDARD PLAN (24.8' RT) (24.9' RT) I �I I I SLOPE = 2.00% I I SP 8012. RE: CHANNEL EXIST 6. CB TYPE 2 PER CITY OF RENTON MANHOLE & PLUG AE STANDARD PLAN SP 8027. INVERT TO SOUTH 7. SANITARY MH PER CITY OF RENTON STANDARD PLAN SP 8071. S. ALL FRAMES, MANHOLE RINGS, AND LIDS 460 ....... - -- 7777 -- ------- -.___. 77 77 - -- 7777 -- - - - -r- -- - 7777- 7777 777:7 -.-- - 460 SHALL BE OF LOCKING TYPE PER CITY . ......... ..... .... ......... ........ .. .. ... .. ..: ::.:::::: :: :.. :' STANDARDS IN RIGHT -OF -WAY. . .. ....... ......... ......... .......... . .. ...... .. ....... ......... : :...... ......... .... .. ......... ......... ......... ......... ... 777..7 ......... ......... ........- ......... ......... .. -..... .. ....... ... ....I......... ......... ......... ... ...... ......... ......... ......... . ....... ......... ......... ......... ..... .... ......... ........: ...:.:. .:I........: ....:....:......... :........ ....... .... ... ... ... ......... .........:......... ......... .......:: ::.:.:::: ::.:..... ......:.: :....... PER CITY OF RENTON ...�......... ... .... ...... ... .. .: :' ..:: :' 9. AREA INLET ......... ......... .... ......... . STANDARD PL SP B ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... . .. .........I......... ...::::::j::::..... ......... ........: ..:. S AN 011. 450 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .. 7777 -- '.....- --......... - 77- --- - - --- '.:..... - - - --- 7777- - 450 ........ ...... ......... 10. PORTIONS OF PSE FACILITIES TO BE ED REMOVED PER PSE ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..... . ABANDON :.: .... GROUND CONVERSION PLANS. ......... ......... ......... ....... .. .. ..... ... UNDER .... ......... ..... ... ...... ......... .. .. ....... ........ .. ... ....... ... ....... ....... .. 440 7777- - -- - - -- 7777 -- --- -- --- -- -- --- - -- - - 7777 - 7777- - - -- 7777 7777- . 440 PER I OF ......... ......... ......... .........T...- ....... ......... ......... ......... ......... ......... ......... CB :TYPE 1::::::::: :......... .....'....:..:.. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .........�......... .........1......... .. . 1: :::::::.: 1 RENTON CONSTRUCT CURB SP F015. ......... ......... ......... ......... ......... ......... ......... ......... ......... .........,......... E3 .STA. 7916+ OYT.O..(31,9..RT). .. ......... ......... .. . .. .......... R1M =427. 2::....:. ......... ......... ......... ......... .... FINISH :fl ADE :� ... ......... .........I......... ......... ......... ....., . ......... ......... .. ...... ......... ......... ......... ......... ........: ......... ......... ......... .. - .:....... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .........I........ ........i..... I.E.(W;N 423:70 ... ......... ......... ......... ..:::.:.. -- - -- 7777- 7... -- --- ..... - - 777 7 -- ... --- 77 77- ... 430 430 ... ....... .I. ........ .. _0.7511,:: • A77: - �. --- - -- - --------- - - - - -- - - - - - -- 7777 -- 7T:77 I --- - -- \�I . .. ... TELE: b: I' ......... ......... ......... ......... ......... . .. .. ... 0' ....... .. ....... ....... ....... ::0.5:0 %:: ::...... 420 ......... ......... ...-- - 7777. ......... ........ - .` .... ...... .. - :. -,- , -- L- OPC- -0;30 - 7777 - -- - 7777 -- - - - - -� -.- .... - -- ... 7777 -- - .: .- ' .. .... :- 420 Exl TING ..... ......... ..... .. :...... - ....... ......... ......... ......... :..... .. .. ....... .. .. ......... ......... .. ....... .. .. :: ::::::::::::::::::: ::.::..: :.:::.: ....... :.. ::::::: :..::1:43 LF:..:..: :. .. :::::::.. ......... 1.: ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..... ......... ......... ::....... ... :::1:2" Sp::.:::: :.. ..:::1:2" CPEP.:(IV: 1:2):: ......... ......... ..... ....... ...:.:::: :: ..:...... .. ..... ......... ......... ......... ......... ......... ......... ......... ......... ..... ... .. ...... ..... ......... :: - SS MH 2•- 4ES ........ ......... ......... ......... ......... . EXI T MH .... ......... - .. ...... ......... . - - - - - - - -... 7777 -- -- ..__... 777'7 7777- _ . _ ----- - - -- 777..7.. __.... __ -_ . 7777 -- - _.- 7777'- - 410 410 ......... ......... ......... ......... ......... ......... .....:... :::: : :B:S:A:195 1: .0: 24;9;RT::::::: :::::: B: TA_1.95 +1;:3.0:.25:7 LT - ----. .. ......... ......... ......... ......... ......... ...... �...... ......... ......... ......... ......... ......... .... ..... ......... ......... ......... ...... .. .......RI •= ••427:77.. ...... ......... ......... ......... ......... ......... .... :::':::RIM =427;78 ::::.:::: ......... ....... - - ... ......... ......... ......... .......... ......... ...... = . . .......I:E. S - 41._.28 .... ...... ...... . ....... :: �E): ... 12.54.... ....... ......... ......... ....... ...... I:E.•iJ •= ••41i:Z..2.9..... ..::::::: ::::::: ::::::::: ::....... :: [LI L:- ::::::::: . '.: W.: 400 ......... ......... ......... ......... ......... ......... ......... ........ - ., ... ,,. - .. ......... ......... ...... _' -- 7777 --- - - 7777 -- -�-- - - ...... -- 400 �� LT- - 193 +00 194 +00 I.E. N = " ?" 195 +00 196 +00 197 +00 �f1il ham$ KC MAP NO. 316-12 ~ ,:: a 33301 9TH AVENUE SOUTH CALL 48 HOURS ,�asoe ,.*" � FEDERAL WAY, WASHINGTON �y BEFORE YOU DIG BERGER /ABAM 96003 -2600 E x s O i x c. VOICE: (206)431 -2300 at -oe1- 800 - 424 -5555 _ _ G .�: 7777 .777..7.7777 Lor1 5'rcd - W,dUv 19 1009 01 AS.-52Pa byAww.k- Fde 1/ c al2004lfAPWr- N- OJ7IC40Idngr1075_M07drg s d� L 10 0 10 20 20 0 20 40 Jt�yi� VERT HORZ scale feet scale feet KEY PLAN ADDENDUM NO. 1 NAS 02/12/08 -m uuc w�+ .1 CITY OF DUVALL AVE NE /COAL CREEK PARKWAY SE a /zi /os - NAS RENTON RECONSTRUCTION mane ARM Pla ing /Building/Public Works Dept.. SE 107TH PLACE TO NEWCASTLE CITY LIMITS ° sc �A7MLSNE DATUM proved For constructcioo SANITARY SEWER AND DRAINAGE SD7 «� '��L a N0. REVISION BY DATE APPR °P O`a'SC w c ttow .ur Robert M. Hanson P.E. ate PLAN AND PROFILE - SHEET 4 78 8: I O Itu 4 .y I N I 1 I 1 CITY OF \KING '4ENT0�� COUNTY Q r GAS GAS 4' {yq�7Fj' -_ Co _ 2 t% S ScA LID Z1 w �.� • _ _ u --r — ROW, TYP A PORTION. OF NW 1/4, SEC.3, T.23N, R.5E, W.M.. EXISTING STORM DRAIN 68 LF 8" PVC SLOPE = 0.40% PROPOSED WATER MAIN SEE DWG W3. �1 -- 6A -L. SS L- - 3+ ss SS 6AS _ OAS_ GE I SID SS 0 — 6 - 2041.00 11 T w._— �— -` _ — l s �- 55 LF I 8" PVC SLOPE = 0.41 %-/ W ~ OO U � z Y 1 DRAINAGE - - -- EASEMENT, TYP ---------- -- - - - - ----------- - -- ROW, TYP —!;D—SD —so —SD m `- 3E- �(=XiE 14 GAS —GAS GAS COAL CREEK PARKWAY SE r.,. 1 \55 Mti #0 LT) I B STA 203 +73.0 6" STUBS (48.69' RT) i O I ,� NOTES: OX DENOTES NEW STRUCTURE, SEE THIS PLAN OR LATERAL PROFILE DWGS AND STRUCTURE NOTE DWG FOR MORE DETAILS OX DENOTES EXISTING STRUCTURE AND /OR \ PIPE /CULVERT TO BE REMOVED ❑3 INSTALL CLEANOUT FOR DRY SEWER \ -X X REMOVE STORM DRAIN PIPE /CULVERT ,a - '-�,�GRADE TO DRAIN 1. STORM DRAIN INVERTS ARE MEASURED ' 0- FROM CENTER OF CATCH BASIN. '� \ 2. PIPE ZONE BEDDING AND BACKFILL PER \O� WSDOT STD PLAN 855.20 -0 17 3. SEE DWGS SD13 TO SD17 FOR DRAINAGE ' c 21 \-N LATERAL PROFILES. .ale, l 4. CONCRETE INLET PER CITY OF RENTON F, 2 STANDARD PLAN 8010. 0 % 5 SP B0CB 1 PER RENTON STANDARD PLAN 0 6. CB TYPE 2 PER CITY OF RENTON Q / STANDARD PLAN SP 6027. ll jW 7. SANITARY MH PER CITY OF RENTON � i STANDARD PLAN SP 8071. i ,.8. ALL FRAMES, MANHOLE RINGS, AND v 0 LIDS SHALL BE OF LOCKING TYPE PER CITY STANDARDS IN 19 RIGHT -OF -WAY. 9. CATCH BASIN TYPE 1L PER CITY. OF 1 - RENTON STANDARD PLAN. SP B014. __ I `PROPOSED JOINT UTILITY 10. CONSTRUCT CURB & GUTTER PER CITY OF RENTON STD PLAN SP F015. TRENCH. SEE DWG UG7. DRAINAGE I EASEMENT, TYP I (53.55' RT) 10 0 10 20 20 0 20 40 "s VERT HORZ i' T scale feet scale feet KEY PLAN KC MAP NO. 316-12 ADDENDUM NO. 1 NAS 3/21/0 33301 9TH AVENUE SOUTH CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08 „�„ CALL 48 HOURS . 1 FEDERAL WAY, WASHINGTON °� � AN RENTON RECONSTRUCTION °°°°° BEFORE YOU DIG BERGER/ABAM 98003 -2600 ARM •° DATUM P ing /Buildin /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS VOICE: (20e )431 -2300 amaa �--� Approved For Construe n a +061 -800 -424 -5555 N.0 m FAX: zos 31 -2250 JSC «<j 08 SANITARY SEWER AND DRAINAGE SD9 IXPIRES 2ME 4, ZOD9 King County ( NO. REVISION BY DATE APPR Esc x„E �w "oar Robert M. Hanson P.E. Date PLAN AND PROFILE - SHEET 6 n i 83 L.1 Sam!m IrdN L92" d Q5.-5.NN by A..k— faN e•QI2IX/f IFAPWJ- 04- Q721CA�Idigs 1077_S009dg �•I A PORTION OF NW 1/4, SEC.3, T.23N, R.5E, W.M. T co col I A_ 0 i 1 110, / CONCRETE INLET 1 NOTES: - -' - -.` B STA 209 +52 (55.0' LT) l -� RIM= 415.2 11 X DENOTES NEW STRUCTURE, SEE THIS IE (N) = 412.7 _ O''PLAN OR LATERAL PROFILE DWGS . O ` - -- - DRAINAGE AND STRUCTURE NOTE DWG FOR cd _,= =x� EASEMENT, TYP 10 — — — _ MORE DETAILS uo 19 LF 8" DUCTILE IRON - -'- co <3> DENOTES EXISTING STRUCTURE AND /OR ` ----------- - - - - -y SEWER PIPE @ 2 %� Op Up w w + PIPE /CULVERT TO BE REMOVED c _ ' ROW, TYP 1 X X X REMOVE STORM DRAIN PIPE /CULVERT 2 W ®_SD -��SO _ — — — — — — — — —.— _ J SD -�SD�� w /w —� - �•��GRADE TO DRAIN ?0�Y_ 5 w_w —,w__ w —_� w w - -w Z�� +O�_� W 1. STORM DRAIN INVERTS ARE MEASURED w w w vas 9 `�_� IZ FROM CENTER OF CATCH BASIN. \� � 7 2. PIPE ZONE BEDDING AND BACKFILL PER U WSDOT STD PLAN B55. 20 -0 SD N ��- `_208 +00 ` -� 3. SEE DWGS SD13 TO SD17 FOR � --�-- COAL CREEK PARKWAY SE 209 +00 �i iN �, DRAINAGE LATERAL PROFILES. 3 bb — _�-- �---- -- - -i- -_ --- -- 4. CONCRETE INLET PER CITY OF RENTON 6 / u ' STANDARD PLAN 8010. u P 5. CB TYPE 1 PER RENTON STANDARD u u -- PROPOSED ILLUMINATION PLAN SP B012. U u CONDUIT. SEE DWG IL7. i 6. CB TYPE 2 PER CITY OF RENTON 7 STANDARD PLAN SP B027. ROW, TYP _ 7. SANITARY MH PER CITY OF RENTON: �� =� '"� • -�\' P �� PROPOSED JOINT UTILITY STANDARD PLAN SP B071. ` PROPOSED ILLUMINATION TRENCH. SEE DWG UG8. :DRAINAGE ��/ CONDUIT. SEE DWG IL7. 8. ALL FRAMES, MANHOLE RINGS, AND EASEMENT, TYP LIDS SHALL BE OF LOCKING TYPE PER —� — — — — — — — — — — CITY STANDARDS IN RIGHT -OF -WAY. EXISTING 9. CATCH BASIN TYPE 1L PER CITY OF CULVERT RENTON STANDARD PLAN SP B014. 10. CONSTRUCT CURB & GUTTER PER CITY OF RENTON STD PLAN SP F015. r s UI i M N1 Qt N W Z ,..31 U) Q A PORTION OF NW 1/4, SEC.3, T.23N, R.5E, W.M. ZPAVEMENT APPROX LOCATION OF FUTURE 12" WATER LINE. TO BE INSTALLED BY DEVELOPER OF CHRISTELLE RIDGE PLAT (f 2' EAST OF WEST EDGE OF EXIST FOG LINE) ,X �- v�11��i��11 DAYLIGHT WALL DRAIN IN DITCH AND SOLDIER PILE a •vo cover, UNDERDRAIN ararrarrveru;-�.,, SEE NOTE 7 nrr Of REnrrOrr ."� an an un . - T 214 +00 215 +00" -- W_ .p /r /T SE �— u �- u u u oAL CREE PAR WAY n �t „ �U �U - �---T TT/ u u — — — — — — — PROPOSED JOINT UTILITY _ r TRENCH. SEE DWG UG9. i ROW, TYP PROPOSED ILLUMINATION � CONDUIT. SEE DWG ILB.- i i PROPOSED ILLUMINATION CONDUIT. SEE DWG I1-8. U Q 10, %0) NOTES: N DENOTES NEW STRUCTURE, SEE THIS PLAN CO OR LATERAL PROFILE DWGS AND STRUCTURE / m NOTE DWG FOR MORE DETAILS Q 1. STORM DRAIN INVERTS ARE MEASURED /J FROM CENTER OF CATCH BASIN. -- ---- - - - -- - - - - -- -- - -- - — --410 2. PIPE ZONE BEDDING AND BACKFILL PER / WSDOT STD PLAN 855.20 -0 \ Q ' :: ....... 3. SEE DWGS SD13 TO SD17 FOR DRAINAGE, ......... LATERAL PROFILES. / 4. CB TYPE 1 PER RENTON STANDARD PLAN / SP B012. 5. CB TYPE 2 PER CITY OF RENTON j ::::::::: STANDARD PLAN SP 8027. 6. ALL FRAMES, MANHOLE RINGS, AND LIDS . SHALL BE OF LOCKING TYPE PER CITY .. STANDARDS IN RIGHT -OF -WAY. 7. PLACE HAND PLACED RIP RAP AT OUTFALL OF WALL DRAIN AND SOLDIER PILE WALL UNDERDRAIN PER KCRS'STD PLAN 2 -024. 8. CONSTRUCT CURB & GUTTER PER CITY OF ......... ......... EX.ISTIN3. RENTON STD PLAN SP F015. 410 - - -- -r -- -- - -- - - -- - - - -- -- ---- - - - -- - - - - -- -- - -- - — --410 ..... :::FI ISH :GRA E: ::::: :: ....... ......... ......... ......... ...:..... ..::::::: ......... ......... .. .. ::::::: :: :..... j ::::::::: ... ... .. ... .. . ......... ......... ......... ......... ......... ......... EX.ISTIN3. ......... ......... ROUND • • ......... ......... • •. • • • ......... ......... Cg...YP ......... ......... 2:. 4g :.. ......... ..::...:: ......... ......... . ......... ....... 1. :: ... ......... ......... ...... .. .........j::::::::: .. .... ......... :: ... :.CB ....... ... ......... 4 ...... . . ........: :'.2::::: :. ....... :: ....... ......... ......... .. .. 400 .... ......... ......... ....... ......... ......... ......... ......... ......... .B: STA•2 ' +01:0.. ; .. ......... ......... .........,......... — - - ......:B. - - - — . A �2 4+ - -- ':0.. -- - ,3. - - -. ... .... �. -- ......... ......... - -- ......... .... - -- - - - 400 - RIM= 390 :RIM- 390 28 ::::::: ::::::::: ::::::::: ::....... .. RI = 382:28. .. .... ......... ......... ......... ......... ......... ......... ......... I:E: O,N' ) 385.86 :I:E. S,PJ =3�8 ...)..... 92:: ......... :: :: -... b:bpq . .. ......... . 3 ......... 9.90 ......... ......... ......... .........:......... ......... I;E. E)= 377;2D::::::::: .::: ::::: ........ : :: ....... :.5: .... .... ......... ......... .. ......... ... ....... .... .... .... .... — —. .... ......... ......... ..5.4• :::: 4q.... :: ::::... ......... ......... ..::::: :' ':...... .. . . ......: ::::::: ..::... !: " ... ::::: 390 � — � .... - ....::::: - - ......... :' - - -_ ;— - - --- -; -- - - -- - -- - B- STA 215+57:0 X28.6' RT - - -- - -- 390 .... ......... ......... ......... ......... ....... -. -_� . ,��._ ....... .. .. ... .... ...... .. _ RIM -3 ...... 490 .. ......... ......... Q:.::::' ....... : -:: _ - - ...... .... . E..... :......:.::::::::: .... ......... ......... ......... ......... ......203 LF.:::::: ::::::::: ::::..... ......... ......... ::::... ::::::.. -._ _ _ _ ROq..... :_ .....:I::::::::: ..... ......... :.......: .. :....... .... ...... ......... ............................... ......... ......... ......::: :::': CPEP.:(N= Z)::::: ......... .......................... . : : : : : : :: ......... ...:�_ ..T:::: - -:: I ... . V ........... .... . .... ..... . . 380 ................................................................... - ............................... _— —_ — - I--- -.'' -. ....- - _ _ _ _ _ _ - _ .. - -- -- - -- 380 ..- .... .... ......... ......... ......... ........ ......... .......:. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... . ......... .:....... .. ......... ......... .. .:....... ....... ......... .- ....... . . . .I. 52 _ 9:: �.� -- - - — .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..... ......... ......... ... ......... ... — :$ I::......Oaq: - .... ......... ......... ......... ......... ......... ......... ......... ......... ........'. ......... ......... ......... ......... ......... ......... ......... ......... ........: ......... ......... :. ......... ..::::t8. CPEP.:(N: 1:2)::::.: ....... ......... ......... ......... ......... ........ —�� 370 .. ......... ......... ......... ......... ......... ......... ......... ......... ......... ...... .... -- -- - ._.- .._.... -.- - - -- - -- .. --- -- - - 370 ......... ......... :: ......... ::::::;:: ......... ::::::::: ......... ::::::::: ......... ::::::::: ......... ::::::::: ......... ::::::::: ......... ::::::::: .:....... ......... :::::: ........ ........ ........ ::::::::: ::::::::: ::::::::: ::::::::: ::' CPEP:.N_i:2)::::: . .. .... ..._:.. ......... t- - 1 - -1 - - -- 360 212 +00 213 +00 - - - -- - - -- .. 214 +00 -- - -� -- - -- - - - - -- - - 215 +00 - 360 KC MAP NO. 316-12 �IZSe CALL 48 HOURS YW`-' 333019TH AVENUE SOUTH I FEDERAL WAY, WASHINGTON Nas BEFORE YOU DIG BERGER/ABAM 96003 -2600 °""`ARM E H.0 1 N E E R,5 I N C. VICE: 206` 31 -2300 A%-a81- 800 - 424 -5555 " FAX: (206)`}312250 asc Dwlacs ame a, sGrn King County ^ `? +` NO. REVISION BY DATE APPR *tt ^c.i� `- JSG Coel S".ed m Wed AWw /91003.1 X-5 A/byA."— Fde N.— a.I J0NI FAPM T- Of- O.72ICAODtdryst079_SOI1.dng aw,I 10 0 10 20 VERT scale feet CITY OF RENTON ��ucwa� DATUM P ing /Building /Public Works De t. e. "roved For Constrycljon SGVL KWXCN4Y oherk M. Haneon P.F. Hole SOLDIER PILE WALL ® STRUCTURAL EARTH WALL 20 0 20 . 40 �/r 7 HORZ scale feet KEY PLAN DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08 RECONSTRUCTION SE 107TH PLACE TO NEWCASTLE CITY LIMITS ems SANITARY SEWER AND DRAINAGE 7511 PLAN AND PROFILE - SHEET 8 - 70 ;,;l i N T 07 OI I \ 1 1 A PORTION OF NW 1/'4, SEC.3, T.23N, R.5E, W.M. 3 APPROX LOCATION OF FUTURE 12" WATER LINE. TO BE I 10 I I INSTALLED BY DEVELOPER OF 9 CHRISTELLE RIDGE PLAT (t 2' 4EAST OF WEST EDGE OF EXIST p�� ^ TM--- -Pi�•- 3 PAVEMENT FOG LINE) �W I SE 21a +oo _ I _ _--- r - - - -- 219+00 O�C EEK PX -� _ _ 1_220+00 3 � GI�COUNT�Y STL�__.c END CONSTRUCTION - �_KIN01 B STA 220 +00 PROPOSED JOINT UTILITY TRENCH. SEE DWG UG10. 1 77- l tJ — NOTES: 1. STORM DRAIN INVERTS ARE 20 0 20 40 MEASURED FROM CENTER OF CATCH BASIN. 2. PIPE ZONE BEDDING AND HORZ scale feet BACKFILL PER WSDOT STD PLAN CALL 48 HOURS B55.2b -0 3. SEE DWGS SD13 TO SD17 FOR, DRAINAGE LATERAL PROFILES. 4. CB TYPE 1 PER RENTON _ . STANDARD PLAN SP 801.2. 1_ 5. CB TYPE 2 PER CITY OF s9 CITY OF RENTON STANDARD PLAN SP 3/21/08 B027. 6. ALL FRAMES, MANHOLE RINGS, AND LIDS SHALL BE OF LOCKING TYPE PER CITY BEFORE YOU DIG STANDARDS IN RIGHT -OF -WAY. 7. CONSTRUCT CURB &GUTTER PER-CITY-OF-RENTON-STD-PLAN- SP F015. S GU VERT 10 0 10 20 20 0 20 40 �Y�9 h` KC MAP NO. 316-12 scale feet HORZ scale feet KEY PLAN CALL 48 HOURS .rf�=?K;} � 33301 9TH AVENUE SOUTH j FEDERAL WAY, WASHINGTON wmnor wur xo� u°idlwl s9 CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08 MAS BEFORE YOU DIG �" BERGER/ABAM 98003 -2600 °°"` _u RENTON RECONSTRUCTION " s -%1-681 -800 -424 -5555 INCI NE Ex! I xc. VOICE: (2064331-2300 ARM Esc ac n� DATUM PI /Building/Public /Public Works Dept. g proved For construction SE 107TH PLACE TO NEWCASTLE CITY LIMITS SANITARY SEWER AND DRAINAGE SD 12 ��4" King County}.•'` FAX: (206)331 -2250 N0. REVISION BY DATE APPRm �""""` 3� JsG_ Robert M. Hanson P.E. Date PLAN AND PROFILE SHEET 9 " 80 183 i vl.'— dwlreeuo-ie20Matoy-aavey.w,a.rr fan w a. Iza ulFar wr- a- 032IC4ale„g,loso_mi2cro Scew l 450 440 430 420 410 400 PROFILE 20 0 20 40 10 0 10 20 SCALE: H: 1 "= 20' -0" V: 1 "= 10' -0" HORZ VERT KC MAP NO. 316-12 scale feet scale feet ,,,„ CALL 48 HOURS t,r ?y'., �� BEFORE YOU DIG O BERGER /, s �t�1- 800 - 424 -5555 last SoKd w IY d Mar 19 2" of 07.-0/PM by Anna Wow fa ,v—, a l2wIFAPNT- 0l- OJ210A001 drgs I0B1- 50/Sdwg swi: t 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON 98003 -2600 VOICE: (206)431-2300 FAX: (206)131 -2250 owueARM iD B� r DATUM PPro� JSG NO. RDVISION BY DATE APPR Esc s n x. antie + u u 450 440 430 420 410 400 CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE W� RENTON RECONSTRUCTION B /Public Works Dep . SE 107TH PLACE TO NEWCASTLE CITY LIMITS or cor,stru�c ��, DRAINAGE LATERALS P.F. D.r" SHEET 1 3/21/08 SD13 0 r 0 �I N 00 O 450 440 430 420 410 400 196 +UU PROFILE 20 0 20 40 10 0 10 20 SCALE: H: 1 "= 20' -0" V: 1 "= 10' -0" HORZ VERT N0.316 -12 scale feet scale feet CALL 48 HOURS 333019TH AVENUE SOUTH xoxaaxw wa ,vm�an FEDERAL WAY, WASHINGTON 'mom Nas BEFORE YOU DIG O BERGER/ABAM 98003 -2600 oxu ARM 0�pd DATUM •�t""1 -800- 424 -5555 E �i I N E E n e i x c. VOICE: (206)431 -2300 FAX: 206 31 -2250 Jsc 14• King County r ?'' _ ( N0. REVISION BY I DATE APPR is 5VIE MWM"iY G Gast S—d-NH ltw /92X8 d 07.-OM by A—h— Fa,Vn aI2004lW )ff- 06- OJ2IC4MId95'I09Zml4d, SN,1 CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE RENTON RECONSTRUCTION % Public works Dept. SE 107TH PLACE TO NEWCASTLE CITY.LIMITS or construct. DRAINAGE LATERALS " P.E �n +P F SHEET 2 3/21/08 14 m LO 0 p F CALL 48 HOURS u.. BEFORE YOU DIG RER ffiA tY n E N e 1 N E E P 1- 800 - 424 -5555 Kin COU . 9 ?�w T Lost Sored -ffidu 197/N.107,07PV byAwak— RN—, a I2W4jFAP1Yr-01f-0J7 I C4WI&y IN41- .m1S44g Sav I 33301 9TH AVENUE SOH FEDERAL WAY, WASHINGTUTON 96003 -2600 VOICE: (206)131 -2300 FAX: (206)431 -2250 N0. PROFILE SCALE: H: 1 "= 20' -0" V: 1 "= 10' -0" REVISION I BY I DATE I APPR 20 0 20 40 10 0 10 20 HORZ VERT scale feet scale feet w m 17.1 A.. CITY OF DUVALL AVE NE /COAL CREEK PARKWAY SE NI UNTON RECONSTRUCTION ARM Plc ing /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS DATUM Approved For Constructio Esc 3 �� DRAINAGE LATERALS swc iaox.xpr isc Rnhi M 14—_n P_E ante SHEET4 380 370 X60 350 340 . 330 3/21/06 761 5B CID T u 450 440 430 420 410 400 207 +00 440 430 420 410 400 208 +00 1KC MAP NO. 316 -12 33301 9TH AVENUE SOUTH CALL 48 HOURS !' FEDERAL WAY, WASHINGTON BEFORE YOU DIG BERGERIABAM 98003 -2600 E x a i N E-E R.8 i x c. VOICE: (206)431 -2300 _ ; . _ -.- L-1 Sored m Wed M 19 2OX d 07.-CaW by&—kr— " N— a ITGNIFAP x7- O4- QTZICAOOId.YJO85_SNO.d g 1 440 340 430 330 420 320 410 310 400 300 340 . 330 320 310 300 PROFILE 20 0 20 40 10 0 10 20 SCALE: H: 1 "= 2C1' -0" V: 1 "= 10' -0" HORZ VERT scale feet scale feet CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE pN3/21/08 RENTON RECONSTRUCTION ARM ping /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS ' u DATUM Approved For Constructio isc , DRAINAGE LATERALS SD 16 REVISION BY DATE APPR '�""'S0R011''r �� SHEET5 `�'sc Robert M. Hanson P.E. Date 85 18: I .................... TYPE :2.:48 ! :.: 3 :.::::::..... CB -T E::2. 48 '...: 8 - - - -- — •STA• 207._39.5 8 0 B - -STA- 208 +05.0D10 -- ityt =417:2 ::::.... . t.E ;MN =405.53:::::::: : IE ............... .. .:.: ..... ::::::_ ....: ...... ................. .. ............................... .......................... .................. ..... .. FOR... . ............... . .. ............................... ............................... .......................... .......................... ...IATION .. .. ............................... ....... .... .......................... ....... . EXISTING C)UTl {tLL 9EE BOF�E.. ... ............................... .. ............................... .. : : ::::: B •STA• 2 8 +33.0 - .......::::::::: .. ............................... ....... 76.4 :.:T::::::: :.. ..... :...: . .............. ................ - -- O.e' . ............................... . ............................... o ........ . . .... . . . . ...... ...... ... ...... .................. .................. ........... ........... ............. . .......... ................. te........... ...... .................. .. .... .. ...... ................... 24_C' EP N -1 s ................................. ........ ............................... .......... .............................2# ............................... : XIS- :RCP:..:::::::::::::::::::. ............. 207 +00 440 430 420 410 400 208 +00 1KC MAP NO. 316 -12 33301 9TH AVENUE SOUTH CALL 48 HOURS !' FEDERAL WAY, WASHINGTON BEFORE YOU DIG BERGERIABAM 98003 -2600 E x a i N E-E R.8 i x c. VOICE: (206)431 -2300 _ ; . _ -.- L-1 Sored m Wed M 19 2OX d 07.-CaW by&—kr— " N— a ITGNIFAP x7- O4- QTZICAOOId.YJO85_SNO.d g 1 440 340 430 330 420 320 410 310 400 300 340 . 330 320 310 300 PROFILE 20 0 20 40 10 0 10 20 SCALE: H: 1 "= 2C1' -0" V: 1 "= 10' -0" HORZ VERT scale feet scale feet CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE pN3/21/08 RENTON RECONSTRUCTION ARM ping /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS ' u DATUM Approved For Constructio isc , DRAINAGE LATERALS SD 16 REVISION BY DATE APPR '�""'S0R011''r �� SHEET5 `�'sc Robert M. Hanson P.E. Date 85 18: n ... ......... ......... 440 ... EX CB TYPE 430 ....... CB 420 ... 8 :g:: 410 C 400 ....:::... 48 390 ......... ::::::::: 440 URE :':24 430 . ..... ... 420 . . . ... 410 . ......... 400 390 ... ......... ......... ....... ... EX CB TYPE ....... 2 ....... CB ......... TYPE 2 ... 8 :g:: :.:25 :.::.:::...:.. C TYPE 2 ....:::... 48 ....... ......... ......... ::::::::: ::::.:... ... BYPA 9 �STRUC URE :':24 ... . . ..... ... ......... . . . ... .. .... ......... . ......... .. ......... ......... .B ; STA :1: o:F:t1: ?: 'S 4' :::: 6: STA :18P: +2 :O.:SD4:. : ' SR.4 ' :6 S:T;A :1 $1 +55 :1...... ......... .... 8. �T . 181 � 89. ..... SD4 ::.:.:: . ........ ......... . ...... ......... ......... ......... ......... ........ ........: ....... :.......: :: ... :...... ......... .... ......... ......... ........ ......... 17.8'. T ........:. ....... ::....::(..$':LT)::: ::::::::: ::::::::: ::::::::: ::::(12:8 `.:L'T)::.: :::::: ... .... . .. : : : : : : : :: : : : : : :... ......... ......... ... ..... ......... ....... . ......... .. ...... ......... ..... . . ......... ... . ....... .: ... ... .. ... ......... .. .... ......... ......... .... .... .. .. - - - -- :R M_1sD�i. ALT AOE_ .. 417. R I8.4 = .. ............ ......... ......... .... . _RIM= . - 1B:74 — -- - - -- :.:. ------- - - - - -- :... . - - - - - -- --- -- - - -- . .- - ----- - - - --- - -- - - - - -- -- --- - -- - - - - - -- ......::: ':::::: :EX:t.E: S =403: 5. 3 ....... ......I -E. _. NSW -.40 .59 ...... .......... I _. NE - 40 ) . 88 ...... ... ......... ......... ......... .... I.E. N _. ..409.71: : :: :: : : :: ......... ......... ......... ......... ... ....... ......... ... . .... :.... 'I:E.: NE = � .3.50::: ::::::::: ......... ......... ......... ......... ......... ........I. - .. .. 5 -,404. 3 6........ ......... .. ..... 24 ....I.E: S *:4:08:71': :::::::.: :.:.:. :. .. 24 .. 2 5):::: ... ::. .. ....... ......::: :. :::... ... ......... ......... ......... ......... ...... :.I. .. .: N 'T 40'8. :: :::: LE* .S ._40'1;31 ) t TO::STOR ........ SD4 ... ...... . .. . ..... . ......... ......... ..... ........ .:::::::: ::::::::: :::::::.. ......... ......... .. .... ......... ..... ... :FILTER: AULT).... .... ::.....: E. rv�.... .WA7R.. ......... ... 2 ..WA ... ...... Eli ...... ......... ::::::::: ......... :: ......... ::::::::. ......... :': ........ .... .12.. RCP ::::::::: :1:00%:: ::::::::: ..... ..... ....... :.::: :. ....... .... . ......... ....... ......... ..... ......... ......... ......... ......... ...... .. SLOPE: : FROKd 0�7EN 110N .. AUL7 :::: .. . ......... ......... Ejt- s. -ss-- .. EX .CA LE ....... ......... .EX .B ..S ......... - ., 0.50 %: :: ..... - :::.....0 . ; - .-- :4C9...__._:..- ... .. - - - - -- -- - - -- - - -- ......................... . ...... . ............................... . ............................... . ......... ....- ..... ............. ......... ...0..... ...0..... I•.E. =4 8:80..... .......... ......... . o .... :.50� o .. .... .....:... .'........ ........ Q ......... ......... ......... 0.50 %... ......... .........:::: ......... ......... ......... ..... ... ......... ......... .. ......... .... ....... ..... ... . ......... ......... .... ......... :::::: ::::::::: .: .:: .... 0 ':::: . :. .. .. .... ... ......... ... ....... .... .. ......... ......... .... ......... .. .. :::SA E " :::... :.... ..: S AME.......... : : :: .. .... .... ......... ........: :....... :. :.......: :: : : : :: . ......... ......... .... .. . ......... ......... ......... ......... ... ..... .. ..... ......... ......... ......... -- ......... ......... ......... — ......... ......... ... ...... - ......... ......... ...... .. ... ..... .... ......... ......... ......... - -- - -._ .... . ...... .. .. -- ...i......... —..... -- -- 2 .. .... -- - - - - - - -- - - ..:...: ......... -- . ........ - -- .. ....... - - - -- ........ - - - -- — -- 17 .12 LF ....... .CPEP..(N ......... .1.2) ..... ......... ......... .......13 12' ......... . L1= ... CPEP .......�. -. N ......... 12 ..... ...)..... ......... ... ...... : : : : : :... ......... ......... 4 LF.... . .... ::: ::::::::: ::::: ::: ::::'.:::: ::::::::: . ::92 ": RCP:::::.:::VAULT::': ::::::::: ::::'::::�::::::::: : :1..... ....... P:::::::: ......... .._40 ...,...... ......... ......... .......... ......... ......... ::....... ......... . .. : : :: . : : : : : :. . .. : : : :: . -. : : : : : : : :: ......... ......... : : : : : : : :: : : : : : : : :: : : : : : : : :: ...... : :: : : : : : : : :: _ L.P.E.- . .50 %..... ..... ... ....... {. .tN = 407.5 �..) .....(........ I::... 3 T)....4... ::::::::' .. : : : : : : : :: :........ :... ..::::::: :: :.:.:: :. ':: ........ .... ... S. .... .AME .... ..... .........1.........1.........i. ......... ......... ...E.1 ....... ......... ........: ....I.... ......... ......... ......... ......... ......... ......... ........ ::': ::::: ::::::::: ::::::::. ......... ......... ......... ......... ......... ........ - -L. -- - - - -1 -- .....I....----- - - - - -- - - -- -- - - -- .... ......... ......... -- - - - - -- -- ....... ......:.. .... -- ....._... KC MAP NO. 316-12 CALL 48 HOURS n= -'!,R 33301 9TH AVENUE SOUTH '" / FEDERAL WAY, WASHINGTON lay BEFORE YOU DIG SERGER/ABAM 98003 -2600 E x a I N E E x B 1 x c. VOICE: (206)131 -2300 e1- 800 - 424 -5555 _ __ -- .___.._. Los! Sowd m Wed (/w 197A99 et 070"byA .km Re N me.• @ 12004VAP Wl- Ol- 0371CMId »grl0ac_soi7d g &d I PROFILE SCALE: H: 1 "= 20' -0" V: 1 "= 10' -0" —ARM DATUM JsCi F X0� CHC pG N0. REVISION BY DATE APPR Esc 20 0 20 40 10 0 10 20 HORZ VERT scale feet scale feet A CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE RENTON RECONSTRUCTION q /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS pproved For Constructio STORMWATER TREATMENT PROFILE 440 430 420 410 400 390 440 430 420 410 400 390 3/21/08 SD17 ao 0 OD O 0 PLAN - STORM FILTER VAULT SCALE: 1/2 " =1' -0" FINISH GRADE 30" DIAMETER FRAME AND COVER (TYP) ON GRADE RING (TIP) .1 BAFFLE WALL (TYP) PERMANENT POOL z to I � ,•• ;;� j � , j / j � � � IE (IN)= 407.25 FLOW SPREADER (TYP) UNDERDRAIN STORMFILTER ENERGY IE (OUT)= 404.95 MANIFOLD CARTRIDGE (TYP) DISSIPATOR SECTION - STORM FILTER VAULT S G — SCALE: 1/2 " =1' -0" 7 KC MAP NO, 316-12 CAL(. 48 HOURS 333019TH AVENUE SOUTH _ iaeae O !` 1 FEDERAL WAY, WASHINGTON �' BEFORE YOU DIG BERGER /46AM 96003 -2600 Q1AL .a%-e1- 800 -424 -5555 VOICE: (206)131 -230 0 ]ME 4, 2009 King County FAX: (2os)a3l -2260 NO. REVISION L.1 %.d m IYed Nay 19 2M d 07.-0ffW by AnnaFram Fde Nw O 12041FA- #T- Of- O.711CA001 dvgr1097- sDlbd»g r PLAN - STORM FILTER VAULT COVER SCALE: 1/2 " =V -O" NOTES: 1. STORMFILTER BY STORMWATER MANAGEMENT INC., PORTLAND, OREGON 800/548 -4667. 2. FILTERS TO BE SIPHON— ACTUATED AND SELF — CLEANING. 3. PRECAST CONCRETE VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C857 AND C858. 4. STORMFILTER REQUIRES 2.3' OF DROP FROM INLET TO OUTLET. INLET AND OUTLET PIPING TO BE SPECIFIED -BY ENGINEER AND PROVIDED BY CONTRACTOR. 5. PRECAST STORMFILTER EQUIPPED WITH EITHER CORED OPENINGS OR KNOCKOUTS AT INLET /OUTLET LOCATION. 6. RECOMMENDED MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. CONTACT SMI FOR OTHER OPTIONS IF A SHALLOWER SYSTEM IS REQUIRED 7. ANTI — FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER IF NEEDED. BALLAST TO BE SET ALONG ENTIRE LENGTH OF BOTH SIDES OF VAULT. BALLAST MATERIALS TO BE PROVIDED BY CONTRACTOR. S. ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR DETAILS. 9. DETAIL REFLECTS DESIGN INTENT ONLY. ACTUAL VAULT DIMENSIONS AND CONFIGURATION WILL BE SHOWN ON PRODUCTION SHOP DRAWING. 10. STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES. EXACT NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS. ,IER IER ;CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE p�3/21/08 a "'S ; RENTON RECONSTRUCTION ARM P ing /Buildingg/Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS ofln� DATUM roved 'For: Constructio dsc ," I pp�0 DRAINAGE DETAILS SD18 BY DATE APPR uO1E �OR0N"' SHEET I" °1 dsc obert Hanson P.E. Date B7 183 of T U) B STA 181 +97.90 00 (14.5' LT) 00 ® INTERIOR CORNER O 12 "RCP OUTLET- I ro +97.90 2 CORNER I Lr ui 0 0 0 I N RESTRICTOR PLATE WITH 1.15" ORIFICE CUT ROUND AND SMOOTH ELEV = 413.56 ELEV = 412.61 7' -5" 174' -0" - - - - - - - - - - - - - - - - - - - -- - - - - - - - INTERIOR WALL, TYP T5'x10' REMOVABLE GRATE 5'x10' REMOVABLE GRATE WITH LADDER WITH LADDER B STA 182 +0532 (0.0' LT) - - - -- - B STA 182 +46.50 (0.0' �T) (- CENTER OF VAULT RIM = 418.93 RIM= 419.26 -(/ ?' 24" DIA CLEAR ACCESS 24" DIA CLEAR ACCESS t` WITH LADDER, TYP WITH LADDER, TYP B STA 182 +29.5 (3.40' RT) j k - B STA 182 +76.5 (3.40' RT) w...a__.. RIM - 419.05---,,, - _...___ -:.. __ _:. RIM = 419.43 ----- - - - - -- --------------------- - y`-L- 24' -2" ORIFICE ELBOW SEE NOTE 5, TYP RISER ELEV = 414.41 LIFT HANDLE, SEE NOTE 3 SHEAR GATE, 8" DIA MIN, SEE NOTE 2 FINISH GRADE AT 14.5' LEFT OF CENTERLINE � 17' -0" FINISH GRADE AT CENTERLINE OF DUVALL AVE 30' -0" PLAN - DETENTION VAULT SCALE: 3/16" = 1' -0" )UTSIDE TOP ELEV = 416.32 9" MINIMUIN , RESTRICTOR PLATE WITH 0.67" ORIFICE e ° 4.6' DETENTION ° CUT ROUND AND SMOOTH ° °------------------------------------ - - - - ° - - - - - -- ---------------------®-- _ 3' -0" WATER ° -PIPE SUPPORT SEE NOTE 1 - QUALITY STORAGE' ° VENTILATION PIPE, 12" MIN, TYP 12" DIA INLET IE (N) = 412.40 5'x10' REMOVABLE GRATE 5'x10' REMOVABLE GRATE WITH LADDER WITH LADDER B STA 183 +06.5 (0.0' LT) B STA 183 +64.5 (0.0' LT) RIM = 419.74 RIM= 420.20 �- - - - - - - - - - - - - - - - - I a G IF 24" DIA CLEAR ACCESS WITH LADDER, TYP B STA 183 +42.5 (3.40' RT) RIM = 419.95 30' -0" 36' -0" 22' -0" 7' -5" FRAMES, GRATES AND ROUND SOLID COVERS MARKED "DRAIN" WITH LOCKING BOLTS. SEE NOTE 10, TYP- CAST IRON RING AND COVER PER WSDOT STD PLAN B- 85.40 -00 TO PIT 12 "O'VENT PIPE (ALL CORNERS) O ° ° ° STANDARD GALVANIZED ° STEEL LADDER /STEPS, ® TYP, SEE NOTE 11 ----------------------- - - - - -° - - -- ° 12" SEDIMENT ° ° - - - -- STORAGE (MIN) - -- ® INTERI CORNER o r-� I o N B STA 183 +71.90 (5.5' RT) INTERIOR CORNER -WALL FLANGE,I TYP 1` 0.00% -11 LF 12" RCP, SEE DWG SD5 IE (N) = 412.40 33301 9TH AVENUE SOUTH oar°�� ie Y CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE W 3/21/08 CALL 48 HOURS FEDERAL WAY, WASHINGTON NAS � RENTON RECONSTRUCTION pjy BEFORE YOU DIG BERGER/ABAM 96003 -2600 °" AN P ng /Building/Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS E N E I N E E fl 8 t x c. DATUM roved For Construct_ igP DRAINAGE DETAILS SD 1 9 ail -ol l -800- 424 -5555 VOICE: (206)431-2300 S� O :: n,:`' { FAX:. (206)`131 -2250 ;a E%P{RES ME 4, ZW9 King County NO. REVISION BY DATE APPR $HEFT 2 88 "1' 83 k`'`•'4 JSG obert M. Hanson P.E. Date Los( 9o,td m Wed W 19 2LYA4 0l 07.01PW dy AnnaFrom R N- Q I2b41FAPWf- P21 C1. 16M IV _d OUTLET ELEV = 409.81, x-12 "0 RESTRICTOR /SEPARATOR PIPE, SEE NOTE 4 DETENTION VOLUME = 18,250 CIF SEE NOTE 9 BOTTOM ELEV= 405.01 RESTRI.CTOR PLATE WITH 0.55" AT EDGE OF VAULT ORIFICE CUT ROUND AND SMOOTH SECTION - DETENTION VAULT - SCALE: 3/16" = 1' -0" STRUCTURE NOTES: 1. REFER TO WSDOT STD PLAN B- 10.40 -00 AND 4. REFER TO WSDOT STD PLAN B- 10.40 -00 AND 8. METAL PARTS: CORROSION RESISTANT. 11. LADDER /STEPS SHALL EXTEND TO WITHIN 16" OF ASSOCIATED PLAN NOTE 1 FOR VERTICAL PIPE ASSOCIATED PLAN NOTE 1, 2, 3 AND 5 FOR GALVANIZED PARTS TO HAVE ASPHALT BOTTOM OF CATCH BASIN. SUPPORT(S). VERTICAL RESTRICTOR /SEPARATOR PIPE. TREATMENT 1 PER WSDOT STD SPEC. 9 -05. 4 (4) 12. PROVIDE OSHA. CONFINED SPACE WARNING SIGNS 2. REFER TO WSDOT STD PLAN B- 10.40 -00 AND 5. REFER TO ORIFICE ELBOW DETAILS SHOWN ON AT EACH ACCESS INTO THE VAULT. ASSOCIATED PLAN NOTE 4, 7, 8 AND 9 FOR WSDOT STD PLAN B- 10.40 -00. 9. METAL OUTLET PIPE CONNECTS TO REINFORCED SHEAR GATE. CONCRETE PIPE. OUTLET PIPE TO HAVE SMOOTH 5. PIPE SIZES AND SLOPES PER PLANS. OD EQUAL TO CONCRETE PIPE ID LESS 1/4 ". S 3. REFER TO WSDOT STD PLAN B- 10.40 -00 AND Gp ASSOCIATED PLAN NOTE 7 FOR LIFT HANDLE ' 7. OUTLET CAPACITY: 100 YEAR, 24 HOUR STORM 10. FRAME AND LID PER WSDOT STD PLAN h KC MAP NO. 316-12 EVENT. B- 30.70 -00. ® INTERI CORNER o r-� I o N B STA 183 +71.90 (5.5' RT) INTERIOR CORNER -WALL FLANGE,I TYP 1` 0.00% -11 LF 12" RCP, SEE DWG SD5 IE (N) = 412.40 33301 9TH AVENUE SOUTH oar°�� ie Y CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE W 3/21/08 CALL 48 HOURS FEDERAL WAY, WASHINGTON NAS � RENTON RECONSTRUCTION pjy BEFORE YOU DIG BERGER/ABAM 96003 -2600 °" AN P ng /Building/Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS E N E I N E E fl 8 t x c. DATUM roved For Construct_ igP DRAINAGE DETAILS SD 1 9 ail -ol l -800- 424 -5555 VOICE: (206)431-2300 S� O :: n,:`' { FAX:. (206)`131 -2250 ;a E%P{RES ME 4, ZW9 King County NO. REVISION BY DATE APPR $HEFT 2 88 "1' 83 k`'`•'4 JSG obert M. Hanson P.E. Date Los( 9o,td m Wed W 19 2LYA4 0l 07.01PW dy AnnaFrom R N- Q I2b41FAPWf- P21 C1. 16M IV _d li INLET I VAULT TO STORM FILTER VAULT INLET - PLAN - BYPASS STRUCTURE - SCALE: 1/2 " =1' -0" IUV UI- KIJtK tL _ STANDARD GALV STEEL LADDER /STEPS SEE NOTE 8 & 11 - INLET 12" RCP IE (N) = 409.71 SHEAR GATE 8 "0 MIN, SEE NOTE 2 FRAME AND SOLID LID SEE NOTE 10 ' RIM = 418.74 I --LIFT HANDLE, SEE NOTE 3 PIPE SUPPORT, SEE NOTE 1 LIFT HANDLE, SEE NOTE 3 o z I � N OUTLET TO STORMFILTER VAULT 12 LF, 12" RCP IE (NW) = 407.31 SLOPE = 0.50% b z_ ` -12 "0 RESTRICTOR /SEPARATOR CV �� PIPE, SEE NOTE 4 MIN i RESTRICTOR PLATE WITH o z_ eJ }jOV-iDO� 0 orF uJ o 0 2.25" ORIFICE, CUT ROUND AND SMOOTH BASE COURSE 54 "0 TYPE 2 CATCH BASIN MODIFIED AS SHOWN BOTTOM ELEVATION = 403.31 SECTION = BYPASS STRUCTURE - SCALE: 1/2 " =1' -0" CALL 48 HOURS �''` BEFORE YOU DIG E B xERe ,GI � {' N E E R E / Ax e B AI � M x a E9TH AVENUE SOUTH FE DERAL WAY, WASHINGTON 98003 -2600 VOICE: (206)4312300 kl 4 t _ Last S-d. xW A/ 1920M oL 070" by Anna.bom fa # al200flFAPIYI- Oh092irAMIdrys1099_M2Odg SN� 1 TO OUTFALL 2 PLAN - FLOW CONTROL STRUCTURE - SCALE: 1/2" = V -0" STANDARD GALV STEEL LADDER /STEPS, SEE NOTES 8 AND 11 -\ LIFT HANDLE, SEE NOTE 3 -\ POND DESIGN WS/ TOP OF RISER EL = 318.67 SHEAR GATE, 8"0 MIN, SEE NOTE 2 RIM ELEVATION = 318.67 DEBRIS CAGE PER KCRS STD DWG 2 -028 PIPE SUPPORT, SEE NOTE 1 2.30" ORIFICE CUT ROUND AND SMOOTH ELEV = 318.00 ORIFICE ELBOW, SEE NOTE 5, TYP ELEV = 317.67 RESTRICTOR PLATE VINWITH 2.50" ORIFICE MIN CUT ROUND AND SMOOTH OUTLET PIPE IE= 315.30 SEE NOTE 9 INLET OUTLET 34 LF 12" RCP IE (SE) = 408.71 o 18 "O RESTRICTOR SEPARATOR 4 INLET FROM POND 6.5 LF 18" CPEP (N -12) SLOPE = 1.07 o z I � N OUTLET TO STORMFILTER VAULT 12 LF, 12" RCP IE (NW) = 407.31 SLOPE = 0.50% b z_ ` -12 "0 RESTRICTOR /SEPARATOR CV �� PIPE, SEE NOTE 4 MIN i RESTRICTOR PLATE WITH o z_ eJ }jOV-iDO� 0 orF uJ o 0 2.25" ORIFICE, CUT ROUND AND SMOOTH BASE COURSE 54 "0 TYPE 2 CATCH BASIN MODIFIED AS SHOWN BOTTOM ELEVATION = 403.31 SECTION = BYPASS STRUCTURE - SCALE: 1/2 " =1' -0" CALL 48 HOURS �''` BEFORE YOU DIG E B xERe ,GI � {' N E E R E / Ax e B AI � M x a E9TH AVENUE SOUTH FE DERAL WAY, WASHINGTON 98003 -2600 VOICE: (206)4312300 kl 4 t _ Last S-d. xW A/ 1920M oL 070" by Anna.bom fa # al200flFAPIYI- Oh092irAMIdrys1099_M2Odg SN� 1 TO OUTFALL 2 PLAN - FLOW CONTROL STRUCTURE - SCALE: 1/2" = V -0" STANDARD GALV STEEL LADDER /STEPS, SEE NOTES 8 AND 11 -\ LIFT HANDLE, SEE NOTE 3 -\ POND DESIGN WS/ TOP OF RISER EL = 318.67 SHEAR GATE, 8"0 MIN, SEE NOTE 2 RIM ELEVATION = 318.67 DEBRIS CAGE PER KCRS STD DWG 2 -028 PIPE SUPPORT, SEE NOTE 1 2.30" ORIFICE CUT ROUND AND SMOOTH ELEV = 318.00 ORIFICE ELBOW, SEE NOTE 5, TYP ELEV = 317.67 RESTRICTOR PLATE VINWITH 2.50" ORIFICE MIN CUT ROUND AND SMOOTH OUTLET PIPE IE= 315.30 SEE NOTE 9 INLET o 18 "O RESTRICTOR SEPARATOR 4 INLET FROM POND 6.5 LF 18" CPEP (N -12) PIPE SEE NOTE IE (POND) = 315.25 RESTRICTOR PLATE IE (SW) = 314.75 b z WITH 1.60" ORIFICE SLOPE = 7.7% �� CUT ROUND AND r�IN SMOOTH 54 "0 TYPE 2 CATCH BASIN MODIFIED AS SHOWN BASE COURSE - BOTTOM ELEVATION = 311.30 SECTION -FLOW n CONTROL STRUCTURE FOR POND SD-23 SCALE: 1/2" = 1' -0" BYPASS AND FLOW CONTROL STRUCTURE NOTES: 1. REFER TO WSDOT STD PLAN B- 10.40 -00 AND ASSOCIATED PLAN NOTE 1 FOR VERTICAL PIPE SUPPORT(S). 2. REFER TO WSDOT STD PLAN B- 10.40 -00 AND ASSOCIATED PLAN NOTES 4, 7, 8, AND 9 FOR SHEAR GATE. 3. REFER TO WSDOT STD PLAN B- 10.40 -00 AND ASSOCIATED PLAN NOTE 7 FOR LIFT HANDLE. 4. REFER TO WSDOT STD PLAN B- 10.40 -00 AND ASSOCIATED PLAN NOTE 1, 2, 3 AND 5 FOR VERTICAL RESTRICTOR /SEPARATOR PIPE. 5. REFER TO ORIFICE ELBOW DETAILS SHOWN ON WSDOT STD PLAN B- 10.40 -00 6. PIPE SIZES AND SLOPES PER PLANS. 7. OUTLET CAPACITY: 100 YEAR, 24 HR STORM EVENT. 8. METAL PARTS: CORROSION RESISTANT. GALVANIZED PARTS TO HAVE ASPHALT TREATMENT 1 PER WSDOT STD SPEC. 9 -05. 4 (4) 9. METAL OUTLET PIPE CONNECTS TO CPEP (N -12). OUTLET PIPE TO HAVE SMOOTH OD EQUAL TO CONCRETE PIPE ID LESS 1/4 ". 10. FRAME AND LID PER WSDOT STD PLAN B- 30.70 -00. 11. LADDER /STEPS SHALL EXTEND TO WITHIN 16" OF BOTTOM OF CATCH BASIN. " xox ;MI., �Ss© CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 1N. RENTON RECONSTRUCTION ARIA � P nning /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS .rteI DATUM pproved For Construction or Esc DRAINAGE. DETAILS F IA! liE qGH REVISION BY DATE APPR °V"�CORD""r SHEET3 dsr. art M. Hnnsnn P.F. ❑nte 3/21/08 v maixo xa . SD20 . T u - V \P R.5 _.,, 4, 3, N, E, ORTION OF NW 1' SEC. _T 23 W M N N co , - _• __...... �. i _ N _ OUTFACE SEE - -DWG SD23 0 INSTALL' BLACK .VINYL COATED GATE s :•." ':. � I!,- ___ "__•• >- -.._� _ -_ `\ p) 10'.:•SWINGING. SECTIONS PER O N ` . j I ...... _ p' -gj 1 - _... -. -... \.. \ RENTON STANDARRD PLAN L003 L . A • , -.,_ 1 +28.2 26.8 LT •Yi _ P STA 15 +99.6 .: RIPRAP" OUTLET- PROTECTION _ 55.2' LT WELL- GRADED, - -4!-24 0, NE . . - -- , - :: •. 7 = 2' THICK I, -... - .- ...... - - 82.0 (0.0' OFFSET Q LI ` WATER QUALI.TY.,_ A Q STA 10 +00. STA 10+77.8 ) - -68.0 LT, ' o -•- I '. _ STORAGE .VOLUME - P•. TA 12+84.2._.. SPI SE i1 �7x po 53.. ` ..... `•8, ,• \•`,' '''•. ,.� ~` _. • - -,; - .�� D2 .... -CELL =.,. - -" - - .40 3 LT - ...E '" -- - -- - .. -- P TA '•STA 13 +88.4 DZ x� 22542 LT +7 , I - - F- 0.0 ry INE P STA 16 +55.9 _ -_'_-'��_ 00'. POND ' SD2 T 1 _ - _- '� ` - RAMP P STA 11 +82.0 1 S A 3 +87.2 _ 44.2 LT N �- \� \,� \ ' P STA 15 +70.0 L 00TR 1 +75.2 �- -1 t ' - . I: • , _ 7.9 T iv 15 +00 _�- � 0.00 RT '-1 -- 2 +00 CELL 1 T DOWNS 85.4826° E {- P STA 15 +70.0 B STA 221 +, 2 3= \'t I- S 72'46' w P STA 131 85.0 14 +00 I I ' I� \P STA' 10 +79.4_ SEE E �' _ -\ - 2 49" E 13+ ~345.16 P STA 9 +97.4, . 27.7 00 2 .3 LT I „/ 21.83 RT gi 0:.7 RT SD2 �� 5 - -�� CELL 2 I J! �l fI •i ��.l. c� P STA P ST:4 13 +23.0 P -LINE P STA 16 +55.4 P.. STA 11 +34.2 �_ � _ _ "_ \, \�'" � \ ,; =_ _ � 12 +84.2 0.0 ITT __ - _- -_ _ ,� , �� 32;5' RT _ _- ----•- /j / / - B -LINE - / / - ------ / / 1.. D - -- STA MAINTENANCE ROAD -- 83.53' RT - _ - - _`_ _ \, rD P STA 15 +86:6 , P _STA - u __- - - - --� 51.5 R . _ r - G SURFACE t• - -. ~a - - ..__..- _.. (� i/ ___ __�-�^ CELL E 2 8,122 SF A INSTALL BLACK VINYL COATED ✓ ' TYPE 3 FENCE PER COR P STA 12 +91.7 STANDARD PLAN L002, TYP M. T ►`2te +:tsta -r _ '-'- � /'i /'� ' P ST 2 34 1' RT 63.5'ART + 1 95.1 - l P STA 12 +84.2 7. P STA 12+9 y _ - P STA 12+08 .1 : _ g PA STA 22 +851 ' _ v f ` _ -"-... - - INSTALL BLACK VINYL COATED GATE � r _ -'POND (2) 10' SWINGING SECTIONS PER �- -, ,. •' - ,..-' /� ACCESS ' ROAD RENTON STANDARD PLAN L003 PA LINE r ROADWAY EXCAVATION - DETENTION POND 43,700 CY g PE STA 11 +05.95= ROADWAY EXCAVATION N l ' PA- -STA" 20 +00.0 1,500 CY L \ *tr�� (POND ACCESS ROAD AND ACCESS ROAD) �_..- : ~• -., ``... -" ' ---' `��'�✓ : • :>+' ,f" UNSUITABLE EXCAVATION 400 CY `t•'' _ `` / �` `~ �~ PE LINE ' GRAVEL BORROW 470 TON POND B1 35 P 1 30 0 30 60 B STA 218 +06.4 = PE STA 10 +00.0 scale feet y� KC MAP NO. 316-12 " -. -" 33301 9TH AVENUE SOUTH CALL 48 HOURS ,�azse ti'., i FEDERAL WAY, WASHINGTON I BEFORE YOU DIG BEKGERIABAM 98003 -2600 . t•osl - 800 -424 -5555 ` " s ' " ° E " ° ' " VOICE: (206)431 -2300 EXPIRES XME 4,2M9 King County 4%t 7 FAX: (206)431 -2250 NO. REVISION S tart s >pe on wa u 191INA4 0l 07.01P// by Mnairoon � Ahne- 4 11/X/lIFAPN?- 04- RT2IGODI d gt I � .�17.d y s«ae.• ( ARM ° sc BY I DATE I APPR m�__ KEY PLAN ay. CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE wE3/21/08 RENTON RECONSTRUCTION „� DATUM Plo ing /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS ATk pproved For constructio DRAINAGE DETAILS SD21 wr «c Ixc" h Robert M. Hanson P.E. Date SHEET4 °°"' 90 183 O 1I -- 6 .ID -1 I= llf=Jl _ :IILIIL =11= CUTSLOPES - ifl_IT -uI 2H:1 V, TYP - POND INLET SEE, 5 SD12 BEVELED END PER WSDOT STD PLAN B -7A' +309. IL CUT SLOPES' 2H:1 V, TYP 'I L- i- 1- 1TI =TiiI r POND INTERN/V7 SLOPE 3H:1V, TYP POND INLET SEE, —/ 5 SD12 BEVELED END PER WSDOT STD PLAN B -7A FOR DETAIL ON POND TOP OF POND MAINTENANCE ROAD, EL = 320.00 T SEE EXISTING D 1.33' GROUND FREEBOARD __ —_ - - -� 12' EXTEND RIPRAP 1' -0" --��_ _ _�� ---- � IIP -i, MIN ABOVE TOP OF PIPE M - x IjTI_ 0 r�i 11 -111 v DETENTION +318.67 `r i PIPE IE = 315.25 — _ . ii 11 l llll l' .I I LI I LI 11" EL +309. ��• ..,.. .. - .,. )7," \ �NATIVE BACKf "ILL SAND' " �+RIratr 0i fi-1 ,n= yrlrr,tti T _ , iLi'- nl r POND LINER 147 1' SEDIMENT SMOOTH FILL SUBGRADE AND STORAGE REMOVE PROTRUSIONS PRIOR TO PLACING LINER EL DETENTION STORAGE = 126,193 CF SECTION - DETENTION POND & STORMWATER WETLAND SD21 SCALE: H: 11"=20'. -O" V: I"=10'-O" 1.33' FREEBOARD /� EXISTING 1 GROUND -1 -- __ 6, EXTEND RIPRAP V -0" `�� MIN ABOVE TOP OF PIPE M \� ` „ `- ANCHOR POND LINER PER MFG RECOMENDATION (TYP) iil =nr Li: LI III; FOR DETAIL ON FLOW CONTROL STRUCTURE, SEQ SURFACING TOP N COARSE POND INTERNAL SLOPE 3H:1V, TYP 12' -0" 2.0% /� 1 2 DETENTION STORAGE 126,193 CF C 1' SEDIMENT VARIES STORAGE POND LINER B SECTION - DETENTION POND SD21 SCALE: H: 1 "= 20' -0" V: 1 "= 10' -0" KC MAP NO. 316-12 CALL 48 HOURS _ 333019TH AVENUE SOUTH x' FEDERAL WAY, WASHINGTON BEFORE YOU DIG BERGERIABAAI 96003 -2600 1- 800 - 424 -5555 E x e I n E E s s 1 x c. VOICE: (206)131 -2300 �R !R4, � King County tu..m., -- "-" FAX: (206)431 -2250 No. L.IS— ff-IWM 192=d 07,0"by An—h— a N & 12w! IFAP W/- ,u0321C400IdWSI09J_5927.dq .Scd,.- f VARIES 1 `-POND LINER 0' -2.5' MAX DETENTION STORAGE 126,193 CF VARIES C SECTION - STORMWATER WETLAND SD21 SCALE: H: 1 "= 20' -0" V: 1 "= 10' -0" REVISION 3 3 1 �TNti �j 'U ?o�. Jar f 1 {r� ` 0 ��'' . O � n i�" 1 QUARRY SPACES, i>ce' ,; t• TYP o V > �.; ' GRAVEL BASE E POND RAMP SCALE: NTS P STA 11 +97.9 TO P STA 11. +82.0 10 0 10 20 . VERT scale feet 20 0 20, 40 HORZ scale feet am CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE W.- 3/21/08 RENTON RECONSTRUCTION ARM DATUM Planning /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS sG F* proved For Construction , DRAINAGE DETAILS SD22. B`( DATE APPR "^m' �sG �" r %S-F M_ Hnnenn P F. n„f. SHEET 5 X0.50' CRUSED �1 SURFACING TOP COARSE 3 0.50' GRAVEL BASE li =in EXISTING GROUND R_-r_I '- - - -_D POND MAINTENANCE ROAD - -111 -I I 011=11 1'11= \ - SCALE: NTS 11f =11. IPTI l 12' ACCESS RG _ 6' 11t_.ITi_1I _ EL 320.00 - 12' -0„ Iu -1ll l _ �IIJIi�I il_IIL it � 1.3, - d' FREEBOARD - _IIL- III- = V DETENTION +318.67 I �_- ill__p -I (_ -Iif III " III -III 1 1- III -III WC •• DETENTION STORAGE 126,193 CF C 1' SEDIMENT VARIES STORAGE POND LINER B SECTION - DETENTION POND SD21 SCALE: H: 1 "= 20' -0" V: 1 "= 10' -0" KC MAP NO. 316-12 CALL 48 HOURS _ 333019TH AVENUE SOUTH x' FEDERAL WAY, WASHINGTON BEFORE YOU DIG BERGERIABAAI 96003 -2600 1- 800 - 424 -5555 E x e I n E E s s 1 x c. VOICE: (206)131 -2300 �R !R4, � King County tu..m., -- "-" FAX: (206)431 -2250 No. L.IS— ff-IWM 192=d 07,0"by An—h— a N & 12w! IFAP W/- ,u0321C400IdWSI09J_5927.dq .Scd,.- f VARIES 1 `-POND LINER 0' -2.5' MAX DETENTION STORAGE 126,193 CF VARIES C SECTION - STORMWATER WETLAND SD21 SCALE: H: 1 "= 20' -0" V: 1 "= 10' -0" REVISION 3 3 1 �TNti �j 'U ?o�. Jar f 1 {r� ` 0 ��'' . O � n i�" 1 QUARRY SPACES, i>ce' ,; t• TYP o V > �.; ' GRAVEL BASE E POND RAMP SCALE: NTS P STA 11 +97.9 TO P STA 11. +82.0 10 0 10 20 . VERT scale feet 20 0 20, 40 HORZ scale feet am CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE W.- 3/21/08 RENTON RECONSTRUCTION ARM DATUM Planning /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS sG F* proved For Construction , DRAINAGE DETAILS SD22. B`( DATE APPR "^m' �sG �" r %S-F M_ Hnnenn P F. n„f. SHEET 5 I Q STA 10 +00.00 k �ry 1 2 +� 1 1•. k ' Q STA 11 +29.76 10.90 LT 1 A ` t S624i'/ / A PORTION OF NW IA, SEC-3, T.23N, R.5E, W.M. T L T1 +36.66 CG CG SF Q3S5A LT +�E0.89 '°b / / QiSTA 13.- F37.79 , 1\" J i� 5 I I CONSTRUCT AT 279.5' CONTOUR �6 5:00 LT, i �, ,: '• (APPROX 2.5' BEYOND LIMITS OF OUTFALL GRAVEL) o P 13 k C SPECIAL MAY CREEK PROTECTION AREA. . P P -� `. ? ' .3 CG / ! l ,oro / l L 70. QA }�.F27i63` CG ,D.D n u, cu�J; 10.00 RT , 1 "D Q -LINE b' j' „b h •o ;A 10 +37.61 RT /uro i� 'r f / r 0 ry JeO ,ebl^'� ,t••. fD•D{�,�'`,��: .. l�✓,r;! I D V ^�,\,�,jS �I;`1� ,f� ; - ' F P STA 16 +01.52 1D SEE SD20 r. �� .� \ I L3. NO MATERIAL OR EQUIPMENT SHALL BE ALLOWED BEYOND SILT FENCE Q STA 13 +66.6 9.92 RT R MAY CREEK. SF Q STA 13 +52.44 �1 Q STA 13 +47 6" STREAMBED GRAVEL SEE DWG SD24 TEMPORARY EROSION NOTES: TEMPORARY SILT FENCE, SEE G C -17 CG - - CLEAR & GRUB LIMITS WITH TEMPORARY SILT FENCE, SEE G 1 O C -17 P �) PROTECT EXISTING TREE TO REMAIN (SEE GENERAL NOTES) OX DENOTES PROPOSED STRUCTURE, SEE THIS PLAN AND STRUCTURE NOTES. Q STA 13 +25.01 - -.... 43.60 RT SF GENERAL'NOTES: Q STA 13 +30.35 SF 1. FOR CLARITY PURPOSES, EXISTING TREES 16.81 RT WITHIN THE LIMITS OF POND GRADING ARE -- ......... NOT SHOWN ON THIS PLAN. Q STA 13 +30.48 SF CG 2. UNLESS SPECIFICALLY NOTED ON THE PLAN 10.00 'RT TO REMAIN, ALL TREES WITHIN THE CLEAR - - - - -- AND GRUB LIMITS SHALL BE REMOVED: ... ..: 3. TREES OUTSIDE THE CLEAR AND GRUB DUVALL AVE NE / COAL CREEK PARKWAY SE RECONSTRUCTION SE 107TH PLACE TO NEWCASTLE CITY LIMITS DRAINAGE DETAILS SHEET 6 LIMITS SHALL BE PROTECTED. SEE SPECIAL - PROVISION 2 -01. 350 ... - -.... FLOW -CO STRU CTllFE:SEE:. Q :STA:1 S + 00:0:::. - :' -- -- ......... - -- ... - - - - - -- - - -- -- -- - - - - -- - _ _ ... ..: -- ::::::' ': :::::::::j::::::::: DUVALL AVE NE / COAL CREEK PARKWAY SE RECONSTRUCTION SE 107TH PLACE TO NEWCASTLE CITY LIMITS DRAINAGE DETAILS SHEET 6 .. - r -- - - - - -- - - -- - --- 350 FARM ... ..,... QB: 7Y E P-:: 48": Z ...... asG ......... ....... ......,,.. ......... ......... BY ......... ......... ......... ......... ......... ......... ...... .. ...... . .. ....... ......... . . .� .. RIM= • 32.1 63..... 1. ....... .. -0: STA 10 +65:0 . GB TYPff 2 4& ......... ......... ......... ......... . ::::::::::......... :::::::::I:.......: ...... . :.......: :.....:.: :.......: :.......: 330 : - -;- LE. NW - I_E ! . 315.30 .. ......... ......... ......... ...RIBA ..:I;E.::�l =.. LE.;;-S 15:83.... = 311.73: ._ 30. .0D .. - - -... ::::::::: ......... _ .Q- STA ::RIM= :3 ..I. 1 +2.3.0 -- 1.14:::::: ........ ----- ::::::::: ......... - -- ::::::::: .. ......... - -- - - - -- ::::::::. ......... ......... :..- -- -- ......::': ......... .::: : - -' :::::: ::r:: ......... -. - :_ :..:...'.::.: ..::::.::I::.... :.'::. -- -- - :: ::'CB _..: - - -_:_:_ P .2 . .:.:__:_..:._........ 4 „.'.::: .4. 4. ;...L._:.. :: ....... -.: ............... ......... - -. ............. -- .... .. 330 _- ......... - .__ ...... - . - -- _ ......... ......... .. .... .... . )....7,.. ......... ......... ......... :..5 ..•E..(.E, ......... =306. . E),..... $........ ......... ......... .... : : : :: : : :: . ..�......... :::::.: ......::: ..:::R1' A.1 +. = :299.0. ......::: ........ ::::::::: ... ::::::::: ::. :::::::.: 310 - 5.50 %. . ..... _ : - ........ - - -- ......... - - ......... .. - ......... ......... ......... ......... ...... -- -- ......... ......... ......... ......... ......... ......... ........: ......... .. - - -- - :. .. .. - .. ......... - ......... - ......... -...- - ......... - -- - - . - - - - k •TYPE• .M - - 2.48 - - - -- - - ---------- 310 ......... .. ..... ......... ......... ......... .. .. ........ --- - - - - -. ...... _-- - :_. T ....... ......... .... 18 .. PEP. :(N =] '):::::::: ::::1.25 ::::' :::: :::::.... ......... .:::::... ::: ........ .......:: ... ::::::::: - -7-777. :: ;; ::..... --- -- - - - - -- I:::::: .____�;;_.= .. .. :.. .. ::::: Q: STA:13 44 :4:. 6.5.LF .. . ......... ......... ......... .......... ......... ..... .. S .. ...... ......... ......... ......... :750 9 :: :.:::.... -- �:::::::. ... ...: RIM=::282�43::::::: ::.... ... ......... 1:CR :18'.': CPE :(N -12): ......... ........ ......... ......... ....... 1 .LF...... ..GPEP•• ......... - 12 ...... ......... .......:: ......... ......... . ........ . 171 LF... ..:...... ......... ........ 1.. :: ..: ....;• .......: I......W)= 276:25::: :....... 290 - StOPE� .-79: -- . - -.. ......... .' :...... ......... ......... ......... ......... ......... .. -. ....... -.. : : : : : : : :: - - -- - 16:: CPEP - -- - (N: -12) .. - ._.__...-- .... .... - - ::: - - -- .. - -- :::::: - -. - :: - - - -. - - ..._...... -- 290 ......... ......... ..I..... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... . .:::::::: :: ... ....... ...... 34;4 �.. I. . . .:" - ----- .. ... :::...: F ... POND .. ......... ......... ......... .. . ..... ......... .. ::: ......... .. ..... . ......... -- -- 270 - -- :iE =3 }5: - 5........ ......... ......... ......... ......... ......... ......... ......... .. __.._.. ......... __ .... ......... .. - - -- ..... - - .... - -..... _...- ._.... -- .._... - -- -- -- - �- - 0 .:- - -.._. '__ ..: - -- . --- ._....__..:_ 270 .. .......... ......... ......... ......... ......... ......... ......... ......... .:....... ... ... ......... : : : : : : : :: . ......... ......... ......... .:....... ......... ......... ......... ......... ........, ......... ......... ......... ......... ......... ......... ......... .. ....... ......... ......... ......... ......... ......... ..... ... ........ ......... ......... ::: :::::.. EP.:(N. 1:'2').' ......::: ......... ......... :::: ............ :::::::: :::::::: ::::::::: ::::::::: ::::: : :::::::: ........ ....:::: _ �.......... .: .....250 ::::::::::::::::: � :::::: 10 +00 11 +00 12 +00 13 +00 -::::::::::: 250 20 0 20 40 VERT, HORIZ scale feet vry MI A wI ° uswe CALL 48 HOURS By BEFORE YOU DIG - 2I -et1- 800 - 424 -5555 EXPIRES 7ME 4, zws KC MAP NO.316 O King County 33301 9TH AVENUE SOUTH F'" u '^y'rj FEDERAL WAY, WASHINGTON BERGER /ABAM 98003 -2600 E N 0 I N E E N 6 I x c. VOICE (206)}31 -2300 6� FAX: (206)'131 -2250 _: �. `'' N0. APPR w N�°"�� +_� DATUM Y- CITY OF UNTON Plan ing /Building /Public works Dept. F pproved or Constructi n f� o ert M. Hanson P.E. ate DUVALL AVE NE / COAL CREEK PARKWAY SE RECONSTRUCTION SE 107TH PLACE TO NEWCASTLE CITY LIMITS DRAINAGE DETAILS SHEET 6 3/21/08 NAS "°°°°°" FARM asG ryu SD23 REVISION BY DATE ,,m; JSG 92 183 ' Cast Svrcdm Wed Mo- /91003 vt 07.OJPV Dy Aium..hom None: QIIFAPl7- 0l- OJTICADDId grI09zA773drq C &-o,ti oho: ^uLo,ti °,i °,.,q °ac°_? -t' our _o 0,.,? o c ° °o U °off Z 0 3' -0" MIN 3' -0" MIN I BASE COURSE 0 _BU_BBLE UP CATCH BASIN S G - SCALE: NOT TO SCALE a KC MAP NO.316 -12 CALL 48 HOURS f' ^ ~R~' 33301 9TH AVENUE SOUTH iii 20B r" i FEDERAL WAY, WASHINGTON BEFORE YOU DIG BEKGER/,4BAM 98003 -2600 IQra �' H N 9 1 x E L x! I x c. VOICE: (206)131 -2300 •a1 .01- 800 -424 -5555 Lost ko d - W d Lo 2"0 l 07.-&M b7 A— boa, ", N r. Q- I20NI FnrWr- 04 -oJ21 C401. roV,16 J_.m24.d y S-1, SPECIAL MAY CREEK PROTECTION AREA. NO MATERIAL OR EQUIPMENT SHALL BE ALLOWED BEYOND SILT FENCE ELEV 279.50 MAY CREEK BANK DRAINAGE EASEMENT 8 STA 203 +00 TO B STA 209 +50 EXISTING GROUND 1 z_ U) SLOPE TO DRAIN 3 TYP 1F- RIGHT -OF -WAY q DUVALL AVE NE/ COAL CREEK PARKWAY SE 1 1 z I z LO u] TYPICAL DRAINAGE DITCH Cl,C2 SCALE: NOT TO SCALE 1' -0" THICK QUARRY SPALLS BEGINNING AT INSIDE FACE OF POND SLOPE DRAINAGE EASEMENT B STA 198 +00 TO B STA 208 +50 EXISTING GROUND 2 z ir) SLOPE TO DRAIN CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21 /08 Nns RENTON RECONSTRUCTION "°°°°°"' ARM ter„° Plc ing /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS„ „: proved For Constructio usem �� DRAINAGE DETAILS SD24 REVISION BY DATE APPR s ^"°"”' SHEET 7 sc Roe M. Hanson P.E. Date 93 i83 DEBRIS CAGE PER KCRS N DEBRIS CAGE PER KCRS RIM ELEVATION = 283.25 (n STD DWG 2 -028 GROUND M I O 1.25' MIN RIM ELEVATION = 319.00 282 00 ELEV 2 O 2 - O ° O �1 z GEOTEXTILE ° FABRIC, TYP /N OO 18" QUARRY O CATCH BASIN ° SPALLS, TYP MODIFIED AS SHOWN z 12" CPEP ° Z. INLET �— TOP OF POND STANDARD GALV STEEL IE= 276.25 [E =276 O SEE S 12 ° 48" TYPE 2 EL = 320.00 o 13' -4 " � CATCH BASIN ° .' N �� 12" QUARRY SPALLS 12" CPEP ° MODIFIED AS SHOWN EMERGENCY OVERFLOW WS (N -12) OVERFLOW WS EL = 319.70 IE =315.5 EL = 319.20 OUTFALL o . TO— P) p - o z ° J N ° STANDARD GALV STEEL WS .. ,. . , .. . q- LADDER /STEPS ELSIG 318 67 u° °: f,';�•r.•,..or� FILTER FABRIC BELOW RIP RAP, TYP b 3' -0" MIN I 3' -0" MIN BASE COURSE � SECTION OVERFLOW SPILLWAY POND B1 - SCALE: NOT TO SCALE D DITCH_CATCH BASIN - SCALE: NOT TO SCALE &-o,ti oho: ^uLo,ti °,i °,.,q °ac°_? -t' our _o 0,.,? o c ° °o U °off Z 0 3' -0" MIN 3' -0" MIN I BASE COURSE 0 _BU_BBLE UP CATCH BASIN S G - SCALE: NOT TO SCALE a KC MAP NO.316 -12 CALL 48 HOURS f' ^ ~R~' 33301 9TH AVENUE SOUTH iii 20B r" i FEDERAL WAY, WASHINGTON BEFORE YOU DIG BEKGER/,4BAM 98003 -2600 IQra �' H N 9 1 x E L x! I x c. VOICE: (206)131 -2300 •a1 .01- 800 -424 -5555 Lost ko d - W d Lo 2"0 l 07.-&M b7 A— boa, ", N r. Q- I20NI FnrWr- 04 -oJ21 C401. roV,16 J_.m24.d y S-1, SPECIAL MAY CREEK PROTECTION AREA. NO MATERIAL OR EQUIPMENT SHALL BE ALLOWED BEYOND SILT FENCE ELEV 279.50 MAY CREEK BANK DRAINAGE EASEMENT 8 STA 203 +00 TO B STA 209 +50 EXISTING GROUND 1 z_ U) SLOPE TO DRAIN 3 TYP 1F- RIGHT -OF -WAY q DUVALL AVE NE/ COAL CREEK PARKWAY SE 1 1 z I z LO u] TYPICAL DRAINAGE DITCH Cl,C2 SCALE: NOT TO SCALE 1' -0" THICK QUARRY SPALLS BEGINNING AT INSIDE FACE OF POND SLOPE DRAINAGE EASEMENT B STA 198 +00 TO B STA 208 +50 EXISTING GROUND 2 z ir) SLOPE TO DRAIN CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21 /08 Nns RENTON RECONSTRUCTION "°°°°°"' ARM ter„° Plc ing /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS„ „: proved For Constructio usem �� DRAINAGE DETAILS SD24 REVISION BY DATE APPR s ^"°"”' SHEET 7 sc Roe M. Hanson P.E. Date 93 i83 DEBRIS CAGE PER KCRS STD DWG 2 -028 RIM ELEVATION = 283.25 GROUND \EXISTING ELEV QUARRY SPALLS, TYP 282 00 ELEV 2 z - O ° O GEOTEXTILE ° FABRIC, TYP /N OO 48" TYPE 2 EMBED 12 ", TYP O CATCH BASIN ° MODIFIED AS SHOWN 12" CPEP ° STANDARD GALV STEEL IE= 276.25 [E =276 O LADDER /STEPS O o � ° .' N �� 12" QUARRY SPALLS &-o,ti oho: ^uLo,ti °,i °,.,q °ac°_? -t' our _o 0,.,? o c ° °o U °off Z 0 3' -0" MIN 3' -0" MIN I BASE COURSE 0 _BU_BBLE UP CATCH BASIN S G - SCALE: NOT TO SCALE a KC MAP NO.316 -12 CALL 48 HOURS f' ^ ~R~' 33301 9TH AVENUE SOUTH iii 20B r" i FEDERAL WAY, WASHINGTON BEFORE YOU DIG BEKGER/,4BAM 98003 -2600 IQra �' H N 9 1 x E L x! I x c. VOICE: (206)131 -2300 •a1 .01- 800 -424 -5555 Lost ko d - W d Lo 2"0 l 07.-&M b7 A— boa, ", N r. Q- I20NI FnrWr- 04 -oJ21 C401. roV,16 J_.m24.d y S-1, SPECIAL MAY CREEK PROTECTION AREA. NO MATERIAL OR EQUIPMENT SHALL BE ALLOWED BEYOND SILT FENCE ELEV 279.50 MAY CREEK BANK DRAINAGE EASEMENT 8 STA 203 +00 TO B STA 209 +50 EXISTING GROUND 1 z_ U) SLOPE TO DRAIN 3 TYP 1F- RIGHT -OF -WAY q DUVALL AVE NE/ COAL CREEK PARKWAY SE 1 1 z I z LO u] TYPICAL DRAINAGE DITCH Cl,C2 SCALE: NOT TO SCALE 1' -0" THICK QUARRY SPALLS BEGINNING AT INSIDE FACE OF POND SLOPE DRAINAGE EASEMENT B STA 198 +00 TO B STA 208 +50 EXISTING GROUND 2 z ir) SLOPE TO DRAIN CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21 /08 Nns RENTON RECONSTRUCTION "°°°°°"' ARM ter„° Plc ing /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS„ „: proved For Constructio usem �� DRAINAGE DETAILS SD24 REVISION BY DATE APPR s ^"°"”' SHEET 7 sc Roe M. Hanson P.E. Date 93 i83 1 4' -0" QUARRY SPALLS 8 INCH S =2H:1 V SEE NOTE 1 tEND CRETE/ TOP OF DITCH Off. 4' -0" 6' -6" 1' -0" I OF DITCH 1 FACE OF CURB 4 TYP QUARRY SPALLS S =2H:1V 8 INCH 0 I i� _J y l TOP OF DITCH MATCH EXISTING Q CTA �1C.` -On l I —U V -8" J_ L GUTTER WALL 1 A PLAN- ROADWAY DITCH SCALE: NOT TO SCALE I G1 mi 'i NOTE: 1. EXTEND SLOPE TO MATCH EXISTING TOP OF DI BOTTOM OF DI BEVELED END PER WSDOT STD PLAN 2 B- 70.20 -00. 6' -6" 11 TYP ° z FACE OF CURB GV � MATCH EXISTING 1L 1' -0 „� c _ 11� I l l l i � i l l 11 � l l l 11 ll11 lll'�ili- llll 111 A SECTION - ROADWAY DITCH SCALE: NOT TO SCALE 6° MIN — I J l,: t- U Ql �� 8 INCH UNDERDRAIN PIPE IS SOLID PAST WHERE QUARRY SPALLS -8 INCH tr UNDERDRAIN IS NOT 6 INCH UNDERDRAIN PIPE - REQUIRED CS IS SOLID PAST WHERE o z_ UNDERDRAIN IS NOT i REQUIRED QUARRY SPALLS -8 INCH B SECTION- ROADWAY DITCH C SECTION - ROADWAY DITCH tv:34-21-4691-800-424-5555 — SCALE: NOT TO SCALE — SCALE. NOT TO SCALE KC MAP NO. 316-12 ADDENDUM NO. 1 NAS 02/12/D8 ,� CITY OF DUVALL AVE NE /COAL CREEK PARKWAY SE "3/21 /08 33301 9TH AVENUE SOUTH ,@, °”" °`"°'°"J'°°' CALL 48 HOURS O 1 ' FEDERAL WAY, WASHINGTON _ NAS RENTON RECONSTRUCTION ;, BEFORE YOU DIG BERGER/ABAM 98003 - 2600 °" ARM P ing /Building /Public Works Dept. SE 107TH PLACE TO-NEWCASTLE CITY LIMITS ,a.„„� E X,x I N E E fl L 1 x c. VOICE: (206131 -2300 0�5G DATUM pproved Far Constructio _ DRAINAGE DETAILS SD25 .. E%PXtES 1NE4.2W9 King County `'u "�'• FAX: (206 }31 -2250 NO. REVISION BY DATE APPR 'T"`'�C0"°""' 3 SHEET8 " 94' jg3 Esc -be" M. Hanson P.E. Date [osl Soredm WeJN J97GYA4 of 07.03�K by Annakr fa Arne: QIZ( M6IFAPNT- 04- 031I��IdigsI094_S97Sdvg S�'7 FT d• 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 LO 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: ( .:..................... ............._.._ , __...._........... -� ` - .............. _...,..........._ ........- - ......... 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 n O �� G1 COUNTY B STA 202 +71 (72.85 LT) I j _7 A PORTION OF NW 1/4, SEC.3, T.23N, R.5E, W.M. STORM DRAIN 68 LF 8" PVC SLOPE = 0.40% PROPOSED WATER MAIN SEE DWG W3. W ~ OO U >- C7 1- Z UY AS 68LF, 1 REMOVE EXISTING CB DO NOT REMOVE PIPE TO THE EAST INSTALL NEW TYPE 2 CB, 48" W/ SOLID LOCKING LID CONNECT TO EXISTING PIPE B STA 204 +67.8 (28.5' RT) RIM = 422.84 IE(E)= 416.14 (FIELD VERIFY) IE(S)= 415.79 d — DRAINAGE _ - - - EASEMENT, TYP - - - - -- --- _ ^ROW, TYP L - GAS— _ SID LSD 8 - -- COAL CREEK PARKWAY SE U � U =TP � DRAINAGE I EASEMENT, TYP ' I SS MH 7 o1 204 B STA 203 +73.0 jf5MH PLAN OR LATERAL PROFILE DWGS (6.00 AS _._ r '• •. ,G -GAS. _- rr B �L� v i— i'� ,._.��_.. - Co 202 +t% �_ SS — I _._ _._. - ^.r.: AS ._._. ------ qA x_ ) _ . �+- -- - ..._.._... -gip SS O, ..._.._...........GAS_ -._� \ SID Lu O .- �-GAS._., SS .._ .. �- z Ss -tea - --,.�GRADE TO DRAIN SID 1. STORM DRAIN INVERTS ARE MEASURED -- FROM CENTER OF CATCH BASIN. T� .._. r IN SID \do O� WSDOT STD PLAN 855.20 -0 17 3. s\�N SEE DWGS SD13 TO SD17 FOR DRAINAGE 21 LATERAL PROFILES. c \ .,, . 4. CONCRETE INLET PER CITY OF RENTON STANDARD PLAN 8010. \2 5 C2 '--- - -------- f n �0 U ROW, TYP I I — ALL FRAMES, MANHOLE RINGS, AND 0 ---' 55 LF - - -�'- PER CITY STANDARDS IN 8" PVC NEW TYPE 2 CB SS MH 4 I SLOPE = 0.419 SEE D G S 1 B STA 202 +76.0 ; RENTON STANDARD PLAN SP 8014. S MH 6 (6.00' LT) I ` PROPOSED JOINT UTILITY LIT B STA 203+73.0 CITY OF RENTON STD PLAN SP F015. TRENCH. SEE DWG ULIT 6" STUBS (48.69' RT) __ W ~ OO U >- C7 1- Z UY AS 68LF, 1 REMOVE EXISTING CB DO NOT REMOVE PIPE TO THE EAST INSTALL NEW TYPE 2 CB, 48" W/ SOLID LOCKING LID CONNECT TO EXISTING PIPE B STA 204 +67.8 (28.5' RT) RIM = 422.84 IE(E)= 416.14 (FIELD VERIFY) IE(S)= 415.79 d — DRAINAGE _ - - - EASEMENT, TYP - - - - -- --- _ ^ROW, TYP L - GAS— _ SID LSD 8 - -- COAL CREEK PARKWAY SE U � U =TP � DRAINAGE I EASEMENT, TYP ' NOTES: 7 OX 204 jf5MH PLAN OR LATERAL PROFILE DWGS TA 204 +60.2 93' RT) 20 40 5 °V scale feet scale feet KEY PLAN KC MAP NO. 316-12 ADDENDUM N0. 1 NAS 3/21/08 'Ge Ei CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08 33301 9TH AVENUE SOUTH SANITARY SEWER REVISION NAS 7/15/08 �� 14eee CALL 48 HOURS "' ='` `' FEDERAL WAY, WASHINGTON a DRAINAGE SANITARY SEWER REVISION NAS /29/0 NAS AN RENTON RECONSTRUCTION � BEFORE YOU DIG ® BERGER/ABAM 96003 -2600 REMOVE REVISION 3 STORM. NEW STORM CONFIGURATION NAS 8/8/08 ARM Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS !(may St' E x 9 I x E E fl e I x c. VOICE: (206)431 -2300 DRAINAGE REVISION NAS 8/25/08 — DATUM Approved For Construction 1 -800- 424 -5555 FAX: (206 431 -2250 SSG, SANITARY SEWER AND DRAINAGE SD9 IXPAtES a,rlE 4, zmv King County ) NO. REVISION BY DATE APPR ""}1°��SC Robert M. Hanson P.E. Date PLAN AND PROFILE - SHEET 6 _ 77 1 B; e Lost Smrd m xtd Sm aY 208 of 04-51PN by SWow Re No— k 1204IFAPFT-w- wICA001 d 1,177_SOR..dro Sld� I NOTES: OX DENOTES NEW STRUCTURE, SEE THIS PLAN OR LATERAL PROFILE DWGS AND STRUCTURE NOTE DWG FOR MORE DETAILS <8> DENOTES EXISTING STRUCTURE AND /OR PIPE /CULVERT TO BE REMOVED \ P] INSTALL CLEANOUT FOR DRY SEWER \ X X REMOVE STORM DRAIN PIPE /CULVERT -tea - --,.�GRADE TO DRAIN 1 - - - -- / 1. STORM DRAIN INVERTS ARE MEASURED -- FROM CENTER OF CATCH BASIN. T� \ 2. PIPE ZONE BEDDING AND BACKFILL PER \do O� WSDOT STD PLAN 855.20 -0 17 3. s\�N SEE DWGS SD13 TO SD17 FOR DRAINAGE 21 LATERAL PROFILES. c \ .,, . 4. CONCRETE INLET PER CITY OF RENTON STANDARD PLAN 8010. \2 5 SP B012.1 PER RENTON STANDARD PLAN 18 6. CB TYPE 2 PER CITY OF RENTON STANDARD PLAN SP 8027. a U 7. / SANITARY MH PER CITY OF RENTON STANDARD PLAN SP B071. ALL FRAMES, MANHOLE RINGS, AND 0 ---' LIDS SHALL BE OF LOCKING TYPE - -�'- PER CITY STANDARDS IN 19 - ---'' RIGHT -OF -WAY. - -- `' 9. CATCH BASIN TYPE 1L PER CITY OF --'- -- RENTON STANDARD PLAN SP 8014. 1 10. CONSTRUCT CURB & GUTTER PER ` PROPOSED JOINT UTILITY LIT CITY OF RENTON STD PLAN SP F015. TRENCH. SEE DWG ULIT 20 40 5 °V scale feet scale feet KEY PLAN KC MAP NO. 316-12 ADDENDUM N0. 1 NAS 3/21/08 'Ge Ei CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08 33301 9TH AVENUE SOUTH SANITARY SEWER REVISION NAS 7/15/08 �� 14eee CALL 48 HOURS "' ='` `' FEDERAL WAY, WASHINGTON a DRAINAGE SANITARY SEWER REVISION NAS /29/0 NAS AN RENTON RECONSTRUCTION � BEFORE YOU DIG ® BERGER/ABAM 96003 -2600 REMOVE REVISION 3 STORM. NEW STORM CONFIGURATION NAS 8/8/08 ARM Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS !(may St' E x 9 I x E E fl e I x c. VOICE: (206)431 -2300 DRAINAGE REVISION NAS 8/25/08 — DATUM Approved For Construction 1 -800- 424 -5555 FAX: (206 431 -2250 SSG, SANITARY SEWER AND DRAINAGE SD9 IXPAtES a,rlE 4, zmv King County ) NO. REVISION BY DATE APPR ""}1°��SC Robert M. Hanson P.E. Date PLAN AND PROFILE - SHEET 6 _ 77 1 B; e Lost Smrd m xtd Sm aY 208 of 04-51PN by SWow Re No— k 1204IFAPFT-w- wICA001 d 1,177_SOR..dro Sld� I 0 T C/)I 00 O 430 420 410 400 390 380 EXISTING. CULVERT—/.' NEW STRUCTURE, SEE THIS LATERAL PROFILE DWGS ;UCTURE NOTE DWG FOR :TAILS EXISTING STRUCTURE AND /OR LVERT TO, BE REMOVED STORM DRAIN PIPE /CULVERT -0 DRAIN RAIN INVERTS ARE MEASURED NITER OF CATCH BASIN. E BEDDING AND BACKFILL PER TO PLAN B55. 20 -0 5 SD13 TO SD17 FOR LATERAL PROFILES. INLET PER CITY OF RENTON D PLAN B010. 1 PER RENTON STANDARD B012. 2 PER CITY OF RENTON D PLAN SP 6027. ' MH PER CITY OF RENTON D PLAN SP B071. DES, MANHOLE RINGS, AND LL BE OF LOCKING TYPE PER NDARDS IN RIGHT –OF –WAY. 9. CATCH BASIN TYPE 1L PER CITY OF RENTON STANDARD PLAN SP 8014. 10. CONSTRUCT CURB & GUTTER PER CITY OF RENTON STD PLAN SP F015. GENERAL NOTES: Q 1 A t _ ..........._ ................... SO DI R PILE UNDERDR IN ......._ ................................_...__........................................_.._....................._........................................_...................,...._.................................._......._.................................._........................ . ..._........__..................._.._..._..................................... ..._....................;...... , , 430 ( CB : TYYPE :2::48 ".:::::::::I:::. ' :: ::............::::::::......... CB : TYPE :2' :48° ::: ' :I' :::::.. r. :::::::::::::::::::I::::::::::� ::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::�:::: I CAP END. DO NOT TIE INTO i ;.... ;.........(.......... 1......... ( .............. I.........I.........� 5.....I......... (........ 7 .. .... .. 50;0: (31 9. . ..... I ......... t31i2::LT} :..... ROADWAY STORM SYSTEM. f.. .......1 .........:::::.....!/\• a „•,.•,•R �c .......... {..............� terra -Am rn I... ;CB TYPE Z:: AB � – – ( ;.. l S. GU KC MAP NO. 316-12 33301 9TH AVENUE SOUTH CALL 48 HOURS ® „� FEDERAL WAY, WASHINGTON x BEFORE YOU DIG BERGER/ABAM 96003 -2600 1 -800- 424 -5555 _ __ E NQ I X E E 1,B I X c. volcE: (206)431 ^2300 Lost Sm<d w HEd 5m OS 2W8 of 04•5 1iM bY.Seom Fk N c a 12oNIFA iff-O - ai2icA0DId— lv78- ,viadr &w, ; 420 ROCKWALL SOLDIER PILE WALL 410 STRUCTURAL EAR-h' WALL 400 390 380 i 1 10 0 10 20 20 0 20 40 = ' VERT HORZ scale feet scale feet KEY PLAN ;IONS NAS s i6 a6 °° E5 CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21 /Of 3IONS NAS 8 25 06 RENTON RECONSTRUCTION o ARM acw DATUM Planning /Building/Public works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS . e °�sc�'i Approved For construction SANITARY SEWER AND DRAINAGE SD10 RENSION BY DATE APPR�� II°""°°0.Y Robert M. Hanson P.E. Date PLAN AND PROFILE - SHEET 7 '°' 78 jg T T r^ r❑ v! i Q 410 400 390 380 370 A PORTION OF NW 1/4, SEC.3, T.23N, R.5E, W.M. EXISTING STORM DRAIN SEE DETAIL FOR CONNECTION TO GUTTER SD27 DAYLIGHT WALL Q / DRAIN IN DITCH APPROX LOCATION OF FUTURE AND SOLDIER PILE 12" WATER LINE. TO BE, y UNDERDRAIN INSTALLED BY DEVELOPER OF "£ = -�'4a:;�: \ EE NOTE 7 CHRISTELLE RIDGE PLAT (t 2' �r EAST OF WEST EDGE OF EXIST ' PAVEMENT FOG LINE) „ n > -II:. i ClTY iY' ,'ON an m an an— 1 ROW, TYP 1 co+' NI �1 m W :.._ JI UI Q I \ 21 X1.2• +00- -�_ EEK PAR WA _-1 COAL CR 215+00 W ---------- PROPOSD ✓`� TREENCHESEE IDWG UIG9.Y ROW, TYP , PROPOSED ILLUMINATION i CONDUIT. SEE -DWG ILB. i - PROPOSED ILLUMINATION CONDUIT. SEE DWG IL8. .................. .... .......... _._ ............... ..................................... ........ _ ............. -.. ....... . .......__... _ .................... ........... _ ..................... . ............................... _ ... ................. _._ .............. ................ _.._ ........... . . ...... _ ..................... _ .... .._ .............................. _.. ........ .. ...... _ ............... _ _....... .............................T. i..::::::.. . . _...',.. - - - - - . - .'I'. IEXISTINO :i: :i: � �GBI T :: . . :i: .. .... T +oi ,0 • L.0 : LT . T � 14� � L :i: }.__..........._.._ .........................._.._..............._...................................._.........................:..... . ......... . L ...............__............,. " —39 i0 . .'.' L'.'.'.'.'.'.'.'.'.. I IM =383:83 . .'.L'.' 2.'.'.'.. L :: — 6 I I C I:E . .1. :i: ..37..2 C PE :-•5. . ... .. ....... ... . ... . ....... ... : :i: .... 57:0 2g.8 RT' .---....._.. .._....-- _.._..;_._.— .......... — . .— `. . ...... .......:.........i. . ::' :i:. ._ � — — ' :::. _. .' I I�, : '.N - •.'1'.2:7.: ::::.�' ....:.........:......... .........' f .... .203' LF. _ -- :.........:.........:.........i : :1 ( ) :(: :j: :j :1:... — : :i .....i ......... ..........:.......... . . . . • - ;.. ; t49 LF:: ;... D' /0 14 NOTES: N - ------ (`� OX DENOTES NEW STRUCTURE, SEE THIS PLAN �� OR LATERAL PROFILE DWGS AND STRUCTURE NOTE DWG FOR MORE DETAILS /iC/ 1. STORM DRAIN INVERTS ARE MEASURED J FROM CENTER OF CATCH BASIN. U 2. PIPE ZONE BEDDING AND BACKFILL PER WSDOT STD PLAN B55.20 -0 �Q 3. SEE DWGS SD13 TO SD17 FOR DRAINAGE LATERAL PROFILES. / 4. CB TYPE 1 PER RENTON STANDARD PLAN SP 8012. 5. CB TYPE 2 PER CITY OF RENTON STANDARD PLAN SP B027. 6. ALL FRAMES, MANHOLE RINGS, AND LIDS SHALL BE OF.LOCKING TYPE PER CITY STANDARDS IN RIGHT —OF —WAY. 7. PLACE HAND PLACED RIP RAP AT OUTFALL OF WALL DRAIN AND SOLDIER PILE WALL UNDERDRAIN PER KCRS-STD PLAN 2 -024. 8. CONSTRUCT CURB & GUTTER PER CITY OF RENTON STD PLAN SP F015. ,410 SOLDIER PILE WALL STRUCTURAL 400 EARTH WALL 390 N 380 370 ....:.. ........:..........:..........: ... ..... ..... _ _ ._ _._._. —.._.. _..__._..�.._....._ -- ...._._.._ _— - ... - - - -_ .. . 360 �. —: _ _— .._- - -. —.. — -- —_... _._.— — .._— ._...... —= - - -- :.._._ —...— -- . —..._ __... _ _— -- _. —.. 360 ; 212 +00 213 +00 214 +00 215 +00 S• GU KC MAP NO. 316-12 333019TH AVENUE SOUTH DRAINAGE REVISIONS NAS 6 24 08 CALL 48 HOURS ® FEDERAL WAY, WASHINGTON x DRAINAGE REVISIONS NAS 8 25 OB was BEFORE YOU DIG BERGER/ABAM 98003 -2600 ARM E X B 1 K E E X 11 I x c. VOICE: (206)431 -2300 O6 SG 1- 800 - 424 -5555 FAX: (206)431 -2250 F7(P1AE5 ]ME 4,09 King COU11tj/ ., NO. REVISION BY DATE APPR @sG Larl Smed w *d Sw 0J 2004 "l 04.-5ZW by Seow la Nmna• a l2oNlW#7- 04- 032IC401du 1079- S011 dw xm c L 10 0 10 20 20 0 20 40 VERT HORZ scale feet scale feet KEY PLAN xOi m... E: CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08 RENTON RECONSTRUCTION DATUM Planning /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS Approved For Construction SANITARY SEWER AND DRAINAGE SD11 F IR PE WI Robert M. Hanson P.E. Date PLAN AND PROFILE - SHEET 8 — 79-18, 390 N 380 370 ....:.. ........:..........:..........: ... ..... ..... _ _ ._ _._._. —.._.. _..__._..�.._....._ -- ...._._.._ _— - ... - - - -_ .. . 360 �. —: _ _— .._- - -. —.. — -- —_... _._.— — .._— ._...... —= - - -- :.._._ —...— -- . —..._ __... _ _— -- _. —.. 360 ; 212 +00 213 +00 214 +00 215 +00 S• GU KC MAP NO. 316-12 333019TH AVENUE SOUTH DRAINAGE REVISIONS NAS 6 24 08 CALL 48 HOURS ® FEDERAL WAY, WASHINGTON x DRAINAGE REVISIONS NAS 8 25 OB was BEFORE YOU DIG BERGER/ABAM 98003 -2600 ARM E X B 1 K E E X 11 I x c. VOICE: (206)431 -2300 O6 SG 1- 800 - 424 -5555 FAX: (206)431 -2250 F7(P1AE5 ]ME 4,09 King COU11tj/ ., NO. REVISION BY DATE APPR @sG Larl Smed w *d Sw 0J 2004 "l 04.-5ZW by Seow la Nmna• a l2oNlW#7- 04- 032IC401du 1079- S011 dw xm c L 10 0 10 20 20 0 20 40 VERT HORZ scale feet scale feet KEY PLAN xOi m... E: CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08 RENTON RECONSTRUCTION DATUM Planning /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS Approved For Construction SANITARY SEWER AND DRAINAGE SD11 F IR PE WI Robert M. Hanson P.E. Date PLAN AND PROFILE - SHEET 8 — 79-18, ....:.. ........:..........:..........: ... ..... ..... _ _ ._ _._._. —.._.. _..__._..�.._....._ -- ...._._.._ _— - ... - - - -_ .. . 360 �. —: _ _— .._- - -. —.. — -- —_... _._.— — .._— ._...... —= - - -- :.._._ —...— -- . —..._ __... _ _— -- _. —.. 360 ; 212 +00 213 +00 214 +00 215 +00 S• GU KC MAP NO. 316-12 333019TH AVENUE SOUTH DRAINAGE REVISIONS NAS 6 24 08 CALL 48 HOURS ® FEDERAL WAY, WASHINGTON x DRAINAGE REVISIONS NAS 8 25 OB was BEFORE YOU DIG BERGER/ABAM 98003 -2600 ARM E X B 1 K E E X 11 I x c. VOICE: (206)431 -2300 O6 SG 1- 800 - 424 -5555 FAX: (206)431 -2250 F7(P1AE5 ]ME 4,09 King COU11tj/ ., NO. REVISION BY DATE APPR @sG Larl Smed w *d Sw 0J 2004 "l 04.-5ZW by Seow la Nmna• a l2oNlW#7- 04- 032IC401du 1079- S011 dw xm c L 10 0 10 20 20 0 20 40 VERT HORZ scale feet scale feet KEY PLAN xOi m... E: CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08 RENTON RECONSTRUCTION DATUM Planning /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS Approved For Construction SANITARY SEWER AND DRAINAGE SD11 F IR PE WI Robert M. Hanson P.E. Date PLAN AND PROFILE - SHEET 8 — 79-18, APPROX LOCATION OF FUTURE W 12" WATER LINE. TO BE INSTALLED BY DEVELOPER OF 0 CD CHRISTELLE RIDGE PLAT (± 2' 0 10 EAST OF WEST EDGE OF EXIST so END PROJECT 1 STORM DRAIN INVERTS ARE BASIN CONNECT NEW MEASURED FROM CENTER OF DR3-2/4 CATCH BASIN. 8- PVC PIPE, SEE 2 TO BE CONSTRUCTED BY (SiE2 7) NEWCASTLE PROJECT 2. PIPE ZONE BEDDING AND NE BACKFILL PER WSDOT STD PLAN GROUND.UTILITY 219+D0 B55.20-0 TO BE CONSTRUCTED BY 0 T014 �RO&CT- Ay SE 218+00 NEWCASTLE PROJECT S01 3. SEE DWGS SD13 TO SD17 FOR 22 DRAINAGE LATERAL PROFILES. 4. CB TYPE 1 PER RENTON z1z STANDARD PLAN SP B012. WC BE ONST , EWC -IN' NEWCASTLE TO INSTALL TIE IEND CONSTRUC-17ION 5 5. CB TYPE 2 PER CITY OF I F_T & 53 LF PIPE 4201'�� CONSTRUCTED BY RENTON STANDARD PLAN SP F1 S UCTURE YINGJ� NEWCASTLE PROJECT B027. 13 LF C 3 6. ALL FRAMES, MANHOLE RINGS, .11, AND LIDS SHALL BE OF STRUCjJRE TS 2 �i —2 NEWC YPE PER CITY ;e LIMITS LOCKING T PIPE 86 PR 2 47 PIPE STANDARDS IN RIGHT—OF—WAY. 16 2 7. CONSTRUCT CURB & GUTTER '�LOCATION OF STRUCTURE SD12-7 PER CITY OF RENTON STD PLAN AS SHOWN ON NEWCASTLE PLANS SP F01 5. -,PROPOSE JOINT UTILITY NOT TO BE CONSTRUCTED PROJ SID (TOTAL PIPE LENGTH FROM DR3-2/2 TO ADJUST RIM TO 1�� 8 12+00 STUB OUT STORM DENOTES NEW STRUCTURE, SEE THIS PLAN 2 CURB LINE PIPE, FIVE FEET OR LATERAL PROFILE DWGS AND STRUCTURE NOTE DWG FOR MORE DETAILS PAST STRUCTURE NEWCASTLE PROJECT <8> DENOTES EXISTING STRUCTURE AND/OR PROPOSED ILLUMINATION PIPE/CULVERT TO BE REMOVED STUB OUT STORM PIPE, CONDUIT. SEE DWG IL9. ZL PLUG EXISTING STORMDRAIN PIPE FIVE FEET PAST STRUCTURE NEWCASTLE PROJECT DESIGN BY OTHERS .6 r ......... ::: ... ( =RIM 360 360 216+00 217+00 218+00 219+00 220+00 10 0 10 20 20 0 20 40 h22 NEWCA RON DRI-2/2 To BE KC MAP NO. 316-12 scale feet scale feet KEY PLAN DRAINAGE REVISIONS & SCOPE NAS All 3/21/08 L CREEK PARKWAY SE 33301 9TH AVENUE SOUTH +2 DRAINAGE REVISIONS NAS 3/25/08 CITY OF DUVALL AVE NE COA CALL 48 HOURS FEDERAL WAY, WASHINGTON PENTON RECONSTRUCTION BEFORE YOU DIG BERGERIABAM 98003-2600 ARM Planning/Building/Public, Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS 1-800-424-5555 SANITARY SEWER AND DRAINAGE FAX: (206)431-2250 NO. REVISION BY DATE APPR PLAN AND PROFILE - SHEET 9 — IMES X44E 4. MW King County JSG Robert M. Hanson P.E. Date 80 li 82 M T U) T tort Sowd w wdsw aJzaas of 04,5" by Se&m ReN eaI,? 0XIF .irw7ahaX?Ic"ld�I031-Mfzdn scornI PROFILE SCALE: H: 1"=20'—O" V. 1"=10'—O" REVISION I BY I DATE I APPR NAS ARM 450 440 430 420 410 400 20 0 20 40 10 0 10 20 HORZ VERT scale feet scale feet All CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08 -� PENTON RECONSTRUCTION «< DATUM Planning /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS —i Approved For construction DRAINAGE LATERALS SD13 Robert M. Hanson P.E. Date SHEET 1 81 182 TER :X ER Cl) 450 1 .. . ........... ................. . . ...................... ...................... Ce: 'J.:B: 5TA1:193�i464;0:: ............ . ..................... .................................... ................ P" E: Z., : 4B": . . . . .................................. ::CI31TYPE: ........................ . ........ .............. ....... . .............. ................................ ......... ....... ......... ...... 2-,:4V':/-- 24 ................. .. . .. . ........ . .................... ...... . ..... . ................. . .................................... i .................................. ......... .... ....... i::EXIS'nNG:MK:::: !1:8::. C9 '-ElSTA1 �15 ....... 4401 .... .. .. ........ * ............. . ................... . . . ................. ...... ............... ... . . .................. 440 ....... . ... . .... 8: STA 187;� 25" S05, AIM.- . -423 6.1 ........... E X.-ITEtET-111-11111 5�Jjg'. Lit.) ....... �1 ........ ... -RIM=423.-31- - 111*1 ............ _:......:..t_:...._ RiM ......... ... ........... 1 .......... .......... ......... .......... ......... .......... ......... .......... ......... . . ......... 5; 72- 1 ............. . ................. ... ..... ............. : !.. 1. _... -33 -LF .... d PEP-.(N-19 430 ......... ......... ................... =418;35- ... ......... ... . . . ......... ... ........................ ........ .... . ..... . ......... . ...... .... ... .... TRENCH .......... ... . ..... . ..... ......... ......... .. ......... ...... ....... ................ 430 ..... . ... . ..................... .. . ...... . ... X.-O.A.9 . .. . .... . ........... .......... ...... E ........ ........... .......... . ................... ..... ........... .............. . ....... . . . . . .. . . ......... ...... ..... EX- POWER;:' ... ... .. ...... CB N '50* ... E5 STA:1g7+31.�.' 93 :::: ................ ................... .......... .................... 420 ........ . ..... ...................... ........ ..... ................................ ............... 12t:CPEP: ' N4;12• ..................... ..... ....... . ...... I ............ ... . . .................. . .............. ......... . . ................... .......... .... . 420 .......... . ..... ..... . .... .. . . .............. ..... ..... .&3 &1 ......... -.83 �..: ................... 2;00;.. 1. ...... ............. .... ............. :.....FOR JbONTIN-UA7.IflON;::: ............. . ................. ... SEE ... 410 ............ - ...... ... . ........ . . ............ . ........ ........ : .............. ........ .............. .......... i .................... .......... .......... ......... ......... ......... ........ . . ....................... .. ........ . . ............ .......... ....... �......... 410 1 ..... ...... ...... 2'. . 'EX"'.W .................. Z-..� -11 pr: i`18-: ... ... ......... EX:SD:::::: (TO: BE:ARAN):: II8..CPEP. 7 .. . . ... . . .. . . ... . . ... . . .. . . .................................... I ...... . ... ........................ �j ......... ...... l::::::::33: I. i(N--12)+� ............... . ........... ..... LF:::::: .......... ....... .......... ....... .......... .......... .......... .......... ........ ............ 400' .... . . . .... .!. .......... ....... .......... ... ...... . . ........ . ...... . . - - ------- - ---- - ------ ------------ 14001 ...... ......... .......... ......... .......... ....... ......... . ......... ....... ........ ......... ......... ......... ....... ....... ......... 193+00 4!,! t*x,-:wA---rEw (AYAN): i:::::: ........ ................. ......... ......... ......... . ..... . -:.-----t 400 20 0 450 - - - -- - -------------- - - . ........................... E . . ........ . ........ ............. . Y. RS . . ....... . ........... ........ ... . ... .. . ._ ........................ .CB: TYPE:2::48" I '19 Y:STA! .... ............ .............. ..... .. .. ....... . . ........ . . . ........................................... .............. ..... . .... .. ......... . .. .. . . .. . ............... :12:A:CB!TYPE:iiiii:: Aa: ......... -.806 :8: 13-TA: 191 -. . .. ........................... I . .. . ........ .. ............... . ..... . . . ......... .. ................ ....... . ......... ..... . ....... ....... ...... . .. ......................... . . ..... . ....... . - .......... 1 8 :STK. ±130: SD6 �JRI �='495_48 1 2 5.' M A. 46 am 440 ....... .... scale - -1:405,0 10 ..... -S =421 W - 422.27 ......... �N 64 ....... ....... ........ ;R 4 2 '4 69 Cj� - TYP - -1 .. .6.0- R. !STA: .1 n+ ..... itJ E):--422- 6 ......... -21 - Ni . ...... .... .. . .. . ................ . .. ....... 6R.A.N�D�1� ....... L:12 • ......... .. 1w. Ic F"', V * "***'** . . ......... 4 3:69 .... i .... ......... ... 42-3.59 - - I TA... STA -1-9 4301 -4 Im= .2 • E.(E)�42 P, 6 • RIM�44Z ..... i ......... (S;N) --K2 45 LE.... .. ......... -LF ...... . .... . . . ........ [RON- PIP E ..... ..... . ............. ......... ....... I 2.:B2::::::! ......... . ..... ......... ........ ...... . ... ..... . ..... ............. . . .... . ..... . . . . ............ ... . . . ...... ........ .......... ......... F MI 4E IOI Planning/Building/Public Works Dept. Approved For Construction ...... . ............... ..... . .... ds 28 ------ • .. .. ...... ...... .. •420 U LtTY. TR 'EX, WATER" 12 LF .. ... . ...... ............... EX-SD-......... :::::::::::::::::::::j Ee:. 8 " D U C n PIPE .... . 12:: EK MAIP . ... ... . ....... ......... ; ......... ...... . TO BE: REMOM .. 'ED ...... SLOPE LF:T2'.:CPEP,:(N--t2): ....... .......... : ....... M.TYPE. ......... .1 d:v: W 410 ....... . . . . ................ . . ..... . ........... .. .. ..... . x ..... I. ......... .......... ........ ...................... . .. .......... . . . ........... ......... .......................... ......... . .... 1 .......... - ......... ... ........ . ...................... . ............. ......... ......... ......... ......... 4-24.76. =R4 ...... EX GAS::: 400 .4 GAS: .......... -:` X4 9EE 1 ............. . I . ...... ............. . ......... ......... ......... ............. . .. ............... . . . .... . ..... . ....... . .. . ..... . ...... PROFILE S S. Gtr KC MAP NO. 316-12 SCALE: H: 1 "=20'-0" V: 11"=10'-O" CALL 48 HOURS I n* 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON DRAINAGE REVISIONS DRAINAGE REVISIONS NA: N btt-uKt YOU Lilt-, BERGERIABAM 98003-2600 1-800-424-5555 SK 0 1 X E E R 1 x I- VOICE: (206)431-2300 'S FAX: (206)431-2250 King County NO. REVISION t�APPR �:�,S�. La t Sp d . Wed Sea CJ 200 & 04,5" by 5W.. F* N a i2WfIFAPh7-04-072 I C40 I di1082_MlAd o ScMr I ...... ......... I ....................... 1.11 . ...... ..................... ..... .... . .................. ... .............. ................... . ..... 4 CB:TyPE:1::::: r .';:CB: TYPE; 1:::::: 89,15N.SY,5): I5:STA:'-187-+95. :905: .. . ..... ... ..................................... ................ ..... 450 ......... 7, '71 ............... . . ... ................ . TYPE: Z: 48" tB: TYPE: I 8: 5 rA: 1894,50;0 ......... ......... . . C ........... RIM-422.96 ......... .. K� ... ......... RIM!-�!4�24�22 & . . , t 21A6---z::: ......... ...... ..... . ... :J. .. R M - . '_4 . . .. ....... �_.' ......... -RIM-424*22 ................... ..... . ...... . ................ 4-40 x ........ ... t .... ......... ......... ........ . .. ....... :.**. ..... .. . .... . .. . ..... . ..... . TYPE SO ]EI: 5T,�: i ......... ......... ...... ....... L I . . .... . .............. . . . . ......................... . .. ! . .. .. 19 6 :::(N 12' I! ... ............ _:......:..t_:...._ . . -. 4 ....9 . ......... . ......... ........ .... .. ....... ....... .................... ...... ....... . . ...... . ...... .... . . .. ........... . ... ........ ....... . ...... . ..... . ..... ...... .............. 430 ........... .... CONNI1CTS::::.;:::: 1 X. a ............. ::TO:EX1STfNG::: :RIM.. w 4 Z_ .. .... . . ..... .... . ........... ...... ..... ....... . . ............ . ...... ... .... ... ......... . ......... 5; 72- 1 ............. . ................. ... ..... ............. : !.. 1. _... -33 -LF .... d PEP-.(N-19 '::::YAP .... ::YARD (DRAIN: ..... : .......... .... ......... ..... ... . .......................... ... . ............ ... . .. ........ . . ...... . ...... . .... . ....... . ... 420 . Z.i..] ... ..... . . k - . .... :::: .... . .. ... . .... .. '' ....... i .... .... -r A. SO .... .... ........ . .. �:: :BE �Emu D) .... .. .... ....... EX:TELE:.. ......... ........ ....... ....... . .. .......... ............ . . ...... .............. . ..... . . .... kBAN). -18': EX:Sb: (TIOZE: ABANl)ONED:TO:7HE ......... ......... ...... .. ......... ......... 4-7 Ex 01FER (A z 1::::: .... ....... I :.:4":GS: ::.:: : . ...: ......... .... ..... . ......... ..... ... .......... E.................. zt..J.Z.: . . .. . ....... T . .. . . . . .......... 410 1:12`:CPE� ... ..... .. . .... ......... SD:(TQ:E3E:REM VED) EX ........ i SOUTH',: TG :BE: REMOVED::::: 1:::8!:: jSS7 . ................ ......... .. ............ .12" ..EX. i .. ...... ........ ........ ......... ...... ..... ... . . .......... .. ........... . .......... . ......... . ..... . ..... 400 ......... . ................. . .. ......... . . . ..... ................ ......... .... . ... ,P CB-TYPE-1 .... 1. .1 -TWE. -1! ..... . ............ .... . ... ........................... ............. . . . .. ........ . ... .... ............................ ................... . . ........... . I I . . ......................... 1450 .. �CQ: j:�.TYPE7..J. ...... :7. ............ 7-: ........... I ................. .. ........... S11 422:72 ............. ........ 26,32 .. ....... #R�IM=��* .. . . . ......................... ... ........ ......... ........ ......... RiM-427.5 ..... - . .... 96 ...... ......... . .......... ......... .... . . ...... .... ... ................... ...... ... Rl M=4V8A-V:: : � I . . . . . . . . . . .. . . .. . . .. . .. ....... ......... .. ......... ......... .......... RI m- 4 2 ., 5 ......... .... . . ....... . . ............ ................ 440 ; ...... .. ......... ...... :.. S ........ ........ ........ ............. .... L7...... ........... ............ ........ .... ......... . ......... ......... ............. . . .... ... .......... . ... . ... . .............. . .... . . .. . ... . ....... . ......... ........... ....... ...... ..... EZ TE11 .... ....... ......... ....... ... . . .......... . .... . . ............... ........ . . . ............. 430 . ........ ....... ......... .......... 31 F . . ... . ........ . ...... 12": ........ :1 ........ ......... ......... ........ ...... 'i Ex_ :P0wEP:::: ...... . ...... ..... ....... '420 47: GAS: -31 LF! ......... ....... .......... E-V :�D... ......... . . ::.:: !:: � � i LF:::: - ..... .. ....... . ........... . ... . .... . . ... . .... ........ ....... Y-4 om Lm:TO: 8E::::: ... ...... ....... RLWCAT-Eb :8 bTHLN:5 4?': 15�: 0_5 ........ ........ . .. t ....... ......... ......... .. ................ !'E-X:TELE1 ........ ......... . .... .. .......... ................. ................... ..... ........... ............................. . . ............ ........... . . . ............... 1410 ... ........................ X - WATER ....... .... .... . ......... I?: EX :WATER(:::::::: ; ......... ...... ... ......... ................... 4!,! t*x,-:wA---rEw (AYAN): i:::::: ........ ................. ......... ......... ......... . ..... . -:.-----t 400 20 0 20 40 10 0 10 20 HORZ VERT scale feet scale feet CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08 PENTON RECONSTRUCTION F MI 4E IOI Planning/Building/Public Works Dept. Approved For Construction SE 107TH PLACE TO NEWCASTLE CITY LIMITS DRAINAGE LATERALS 75 14 Robert M. Hanson P.E. Date SHEET2 82 -i 82 1 177- F7T7 Q LO T. 450 07 I co ao 0 440 430 420 410 400 DELETE CBS 197 +00 198 +00 199 +00 200 +00 201 +00 r- DELETE CBS AND PIPE S. Vtr y� WMM 7ME 4, MW KC MAP NO. 316-12 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON BERGER/ABAM 96003 -2600 E x E I x E E E e i x c. VOICE: (206)431 -2300 FAX: (206)431 -2250 N0. L.1 Scrod. *dSm 032004.10x.,549W by Sekro IW N e 0, I2L17 FIFAP W7- 04- a2irAmid�iav- SOIS4dw Sm.- I PROFILE SCALE: H: 1 "= 20' -0" V: 1 "= 10' -0" ox�e ARM REVISION I BY I DATE I APPR I -jsG 20 0 20 40 10 0 10 20 HORZ VERT scale feet scale feet CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE RENTON RECONSTRUCTION 1 DATUM Planning /Building/Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS Approved For Construction DRAINAGE LATERALS ac SHEET 3 Rnhnh M. Hnnenn P.F. nnta 450 440 430 420 410 400 450 440 430 420 410 400 450 440 430 420 410 400 SD15A C3 LO Cl) Lint 5—d. *d S. 03 -1003 .1 04,54W hy S.O. M& N— a l,"IFA-#T-04-03ZIC4,Vld�w1064-MI59d- &.(a' I PROFILE SCALE: H: I"=20'-0" V: 1"=10'-0" AGE REVISIONS U AGE REVISIONS N AGE REVISIONS NA PRM REVISION BY DATE APP .. . . ...... ....... . ..... . ......... . .. ..... ...... ............. . ..... . ....... ... ......... ......... ......... .......... ......... I ... ......... ......... ......... ......... . ..... . ............... -.- . . ........... . . ................. . .... . ... . ... ......... .... ......... ......... ......... ......... ......... ......... ......... ......... . .. . .... ....................... . . ... . ....... y ............... ...... . ... ........ 1 . .................................. ........ . ... . . . .... . .... . - ..... . ...... . . ... . ....... ......... ................... ......... ......... ... ......... ......... ......... ....... ......... . :::Cl3:-7-Y0E:Z,:49" :z :::Cg B: TYPE: 1: 2 . ... i 450 ... ......... ......... ......... ............. ......... ......... .......... . ................... ......... .. . . . ........ . . .... ..... . . ........ ................... ............................. ..... ......... ................... ......... ......... ; ... ......... ......... ...... .. ......... ......... ...... **,..! ......... .......... _. ......... ......... !;'—' .... ......... . . . ............... - -- .... ......... ......... ....... ................. ......... ......... .... 6 .......... ... ... ....... ......... ........ RiM-423.32 ..... ......... ......... .............. . .. ......... 40 ......... ......... ......... ......... .......... ...... *,.::: ......... ..... . ............ . ............. ...._.. ...:.....:_..;- .._I_.. ......... ; ......... ....... ......... ......... ......... ......... ......... ......... I ... j!* ... *'':: ::::::::: .. ................... ......... ......... ......... ......... :_ :._..__ ..... . ....... ..... . .. . ........ . . ... ........ . ............... ... .. ... . . : . ......... ......... .... ........ ........ . . *LE ... ......... .... :EX.-:TE ..... .. .... �-* . .... . ..... . .. . ... . .. ..... . --." -: :,-,- .. . ......... ..... .. :::;:B- - EX WATER ! 11 .. ............. : . --V .... ......... I ................ .......... ......... ....... ......... ....... :::: .. ......... ......... 430 ..... . ...... .... . . ... _.....__............- -_.1.. .. . ........ . .. . . ....- ..... ......... ... ......... ....... .... ............. . . .. . ...... ... ....... ......... ......... .......... ......... 2.1.� ... . ..... .... . ....... . ......... . ......... ......... . . I 'MATER: **......'..... ... 420 ......... ......... ....... .. . .. .. . ..... . ................... .. ........... . .............. . . . . ............. .......... .......... ; ...... ........... 4: LF:: ''' . . ................ . .. . ........... ................................... .................. ......... .... ....... ..... ........ ......... . . ......... : : : : : ::: ... 8-'::SS: 247: s0: ... . .. ......... ....... .............. . . . .. . . . ............ .. . ...... . ...... ...... .. .............. . . . ... ...... . .... .................................... ........... .. . . ....... .. . .......... ......... . .. .4": .. ..... ... ......... ........ . ..... 410 .................. ......... . ......... .................. ....... ... . ...... . ..... . . ..... ... . ....... ....... ......... ....... ......... ............... . .............. . . ..... . ................ . ....... . ................. . ............. ...... . ... ..... ... ......... ........ ................. . ... • ......... ...... ......... ......... ........ ........ ....... ..... . .... . . .. ............... . ... . . . ........... . ... . ....... ...... . ...... ... ....... . .... . .. ....... . .... -.400 . ...... ............. .................... . ..... . .... T ........... .... . ... .. . . .............. ... ......... -1 . . .......................... . . . ...... . . ... .............. . .......................... .... -* ........ ........ ........ .... .............. ... ........ . . ..................... .... .... . .... . ... ............ . ......... .... . ..... . .. . ............ .......... ..... . .............. . .... . .... ... ......... ......... ......... ................... .... ......... ......... ..... ... ......... ........ .... 1 ......... 5� 450 ...... 1.2'7 RT): ........ ......... ....... . ..... . . ......... . .............. . . .. ......... ......... ......... .... ......... . ................ . ..... 7( ...... 3. .... ......... .......... R.5TA: 2Q4 M*�; 4210 . ...... ...... .......... ...... .2! cij ......... ......... R. !$TA: 204+lIfi.0.�SDR ......... ...... m �41 �24 ......... ff'= :41&.2:4:::::::1........ .... . 1 440 ............ I ..... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... ... .. . .... . .... . ...... . . . ........... ... ......... ......... ........ ... ......... ......... ........ .. ......... ......... ....... ... ......... ........ ....... ......... ..... ........... ..... ......... ................ . ...................... ... . ........... ..... : *'***''* . .... ......... :::,* ..... ................... .... ....... ..... ! ... .......... .... ........... . .. ------- .. ........... ......... ...... ::: ......... ...... .... ......... ...... : ................ ...... . ........... ......... ...... ... ...... ...... E ...... .. ......... ......... . .......... ....... ......... ...... — .......... ... ....... ............ ......... ....... .. ................... . ...... . . . ... .................. ......... . ..... ..... : . ...... ... .. ....... ......... .. ...... ......... .. ......... ......... ....... .. ......... ....... * .. 4,30 ......... ......... .. ......... ...... —:' ......... ... ......._..._ i._:.._... ._.._.._ ............. . .................... ......... ....... ... . ..... ......... ......... ......... ......... ... ... . .. ......... . ........... . ....... . .......... . .............. .......... ..... ....................... ........ ... . ... . . . . . . . . . ......... ... ... ......... ......... ..... ... i ...... .. ......... ..... .......... .. ...... .. :1: ...... ............ ......... ......... ....... . .... .. ................ ..... . ........ ......... ... ... ................. ....... . . ....... . .. . . ............. . ..... --.- ' ... .. . ..... ...... . . . . . . . . . . .... ......... .... ......... .-1420 SD is : ... . . .... ................... . . ....... ... ....................... ... ......... ......... ........ ... ......... ......... ......... 12"1 WAItk�- • ......... ......... .... .. •. . • . .. ............. ...... . --- ..; ......... .......... ...: I ...... ............. . . . ....... . ......... ........ ........ ......... ......... ........ ..... ..... ......... i ......... ......... .. . ..... .... - .. ... ... . ... ..... .............. ... . . ...... .. . ......... . ......... .Y: OTHERS:: .......... .... ... . ......... ----1 410 ... ......... ......... ....... ... ......... ................... ............. ... .... . . .......... .... ................... . ......... ....... ... ....... 400 ............. 410 .. ...... ......... 380 . .... . ............ .......................... ... ...... .. ....... ......... ......... ................ . ....... ....... . ............ ............. ............... .................... . ..... . . .. . ................... ............... ....... . ............ . .......... 7- '06,'7 (31,'3" 380 13 400 �tR: tbN4 Th'N' U, 0- : 370 . ................ . • .............. . . .............. QW.Q: $P�tl 2. . ...... ......... ........... : :. :.... .. . ..... .... 6 '95, . ..... ... .. . -, . ........ ............. .. ... ...... .......... .... ........ .................... .............................. ...... . . .. . . . . . .. . . .. . . .. . . .. .. . ........ .. .. ......... : . .. ......... .. 1--! ............ ......... .. ......... ......... ......... ......... FOR: CON NUA. ON,: . .. 370 S6Z 7.:::::::' ::...::::::::I __..._1...--- ._._... - -•1 390 ......... .... ......... .... .......... : . : . :: .... ...... .... 360 ... . .. . .......... . ................... . .. .... ... .......... . ...... ....... . ......... ....... : . ......... .... :::::: .... : :: .. ....... EE: DWG: SD.-' 12::::1 . .. ....... ...... ......... ....... .. ........ . ..... ... ......... ......... ...... ..... ............. . . .... . ......... ... . ............. ............... ............... . ..... . ..................... . . . . .... J. ...... ... ......... ......... .......... ......... 360 'I'.. ....... ... . ... ...... 1 380 ... ......... ......... ......... .... ......... ......... ......... ......... .. ......... .350 .. ......... ..... . ..... ... . ... ....... ......... ........ .... .... . ......... . ... ..... . .. . . ...... . ...... .... ........ ......... ......... 013 1350 ... ......... ....... .... . ........... -1 370 ....... ... ......... ......... 340 -7 ........ B- -STA- -2-1-7+ RjT- ................ P�6,- -7 . ) . D �1� Ri M . ....... . .......... .......... ........ :.- 340 360 .......... 3301 ..... ....... ................. ......... .... . ...... ............... .... ........ ......... ..... 330 . ......... .......... 20 0 20 40 10 0 10 20 HORZ VERT scale feet scale feet ARCITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08 RENTON RECONSTRUCTION — DATUM Planning/Building/Public Works Dept. Approved For Construction SE 107TH PLACE TO NEWCASTLE CITY LIMITS DRAINAGE LATERALS 761 5B Robert M. Hanson P.E. Date SHEET4 84 182 I 7TT Jill r 0 C/)I O O O 450 440 430 420 410 400 450 440 430 420 410 400 202 +00 203 +00 450 440 430 420 410 400 390 204 +00 205 +00 206 +00 207 +00 tort s d w *d &v 0J 20 4 of 04.'5#W by Sobw IW& Nwna a 1200! IFApwr- of-a2l cowl d l m5- mie..dF .uw • • A PROFILE SCALE: H: 1"=20'-O" V: 1"=10'-O" MM °� sc REVISION BY DATE APPR MA° jsc ..... . ....................... ..................... ........... ._. : I .. ........:........ . ....... ....... _ .... _ .............. _ ................................. -- .................. _ ...... __................._.....................,......._........._.._............................._................_..................................................................,..... :j: . . ....... .,. .{. .,. ............................... 2.: :;: 450 :I ::: ::::::: C8 TYPE::Z :fig'! .._ ... _....q.--- ......_ ... :._;STA:_203 FD4<.'.S.D.9. . . :::::...:::::(:4:3.8 :: RItti1= 422 47 .::::::::: . :.: 6:: :::GB TYI?E : j :::::: { ::7:: ;_..:.:8.: STA._< 203 +045.A.:S.I?9:.._:....:8..:_STA I2T) :::RIM = 42-0.34:: :I: ' :::Gg 7Y#E : 21:48!': ' :: 9 i : ' : ' C ' TYp ::2 : 48'1:.:1.0 _20406 :4 SD9 ..._:.... _:..:SF.'..: 204+ .'.:.' SD9 ..... .. ::: (�4E8i:RT) :::..::::,` .RIM =421 82 . IM =4 1:.y .... ! ......::: ' 2 : ' VJ _ �S::::::: .............. I.E S:N) =:4:1:3.5Q LE W)- 4t842 EX :::::: :::I:E.(W): ::: :::::::::::::'::::::::'I':::::' 475:75::: ::::::: j :I! .. S;N' =4 2:48: : : i' '.. _. ... ::8 1. E: = T: : A07. . .+ 1 'R" t hi' r . . ...........,.. . . :: i..... :;: : I i - - ' ;007' : i i :j: :...I4 2D :j p .. _......._.......... `........' ...:.� .. .........:. ' .........:.. 4. :j: 11TiLITY: TRENCH' ' .. ........................._........._....... ......................:..'..:._ .....:......... .... 1g , .SD.. . i :: :i: .. . :j: :42:LF:{. - - - - -.�.._ _ : UTILITY i TRENCH: } ' I :..s' 410 •GAS ......... ......... .: ::12'" : P : N=-. ... ....... ... ::: :....: ' 12" :VYATfR ....... ......... '. .t ...... ........ ...:..:..:.....:...:......:..:..:.. i.:..:...................._...,......._......_............_...... ... .... x...._.............. _................................._._.......... A.........__...._........_......_._.........._........_......_...................._................................_................_......................_...._....... ........ ....... .............. ................ _.... ...... I ..._. - 390 ......... _._ .. .........................._.... 440 :I 340: ._.. ........._............._....... _ ................. ............._.....1- :;: .......... -- - ..........................._............_.................................... 1...............__................ r.... ............................... :i: �' . . 340 ..... :: i ........ ; : -:; ..... _..... _..:: 430 ...... 330 .:._....._...._...._:'.. -- ...:......:_:. 8.....STA..... I �OEBRaS. CAGE: � ::8 :. 220+ 59: 3 ............._.-..........._......._.................. SP: 1.....:.:..._..........: _.__....................:..:..< =3j 9:00 330 .;... ..... - - :.._........- -....j 420 .......... ; .............. ..RA 1:.......:i:....... i f.E:(Nj= 320 -- - - - - - ::::::::' Zo09.": S Ol1Tf ALLO PON{} :31;3.:39:: :.B. 6TA 220 +84.0. ..... ..::::....... - -- ; - ,RT,-.......__ .............. ......_......_.. -- .- ........_...- :i: 144:12.72.: ' 320 ....:........ I .... ....... . .......I:...._.........-_:... _.{ 410 ............. .............. .!... .i :: 310 .... .: -; , ;- ..:._; :...... - �.... :SEE DW..G:SD12 "" : FOR CONTINUATION::::: :j: ... .. .. ....... ..... ;........ -- -- - - - ..e ; -- - ..:...j..:_..._:._:�.:..:_I ": ": . 3�; LF : : : 310 ......... _..- x —...__ 400 300 — . - -... _... »:__.._..._..� _ ---- .:_..._.:..._.. -.. ..:. .- _��..._..�- - -= 300 20 0 20 40 10 0 10 20 HORZ VERT scale feet scale feet CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08 PENTON RECONSTRUCTION �� F M! OE ICI DATUM Planning /Building/Public Works Dept. Approved For construction SE 107TH PLACE TO NEWCASTLE CITY LIMITS DRAINAGE LATERALS .� SD 16 Robert M. Hanson P.E. Date SHEET 5 °E!1 85 18: r` L.1 S Kd. *dsw 0203 d ae..ss9ieyS bo M N 0.612M41fA t- os- 021CAWId osla LMIZ&c srne• I LID cli �I d . rn O 4' -0" ID_ u QUARRY SPALLS 8 INCH S =2H:1 V SEE NOTE 1 END CONCRETE GUTTER TOP OF DITCH m3wl 4' -0" 6' -6" 1' -0" I BOTTOM OF DITCH 1 FACE OF CUI 4 TYP QUARRY SPALLS S =2H:1V 8 INCH 0 i7 im I l GUTTER WALL 7-1- ZEXISTING P OF DITCH B STA 216 +20.1 A A PLAN — ROADWAY DITCH SCALE: NOT TO SCALE I NOTE: 1. EXTEND SLOPE TO MATCH EXISTING BEVELED END PER WSDOT STD PLAN B- 70.20 -00. 6' -6" oz_ MATCH EXISTING I � z N TOP OF BOTTOM OF ACE OF CURB r .; =; =•:r 8 INCH UNDERDRAIN PIPE IS SOLID r� °' PAST WHERE UNDERDRAIN IS NOT REQUIRED 2 oz 2 _I g QUARRY SPALLS -8 INCH B SECTION — ROADWAY DITCH S Gp — SCALE: NOT TO SCALE KC MAP NO. 316-12 t ADDENDUM N0. 1 NAS 02/12/08 33301 9TH AVENUE SOUTH 2 DRAINAGE REVISIONS NAS 8/25/08 0°�Has CALL 48 HOURS !._ FEDERAL WAY, WASHINGTON BEFORE YOU DIG BERGER/ABAA4 98003 -2600 °" ARM 1- 800 - 424 -5555 ... I M E E fl! I M c. VOICE: (206)431 -2300 JSG EXPIRES 144E 4, ZD9 -j King County FAX: (206)431 -2250 NO. REVISION BY DATE APPR Jsc L" l S d m MEd 5. OJT008 d 05'aW Dy 560rc la N— 0.. I1004IFM W7- 04- OJ2IrAODId— lOg4 -M25dro 5d � 7 A SECTION — ROADWAY DITCH SCALE: NOT TO SCALE QUARRY SF rc"� SECTION — ROADWAY DITCH SCALE: NOT TO SCALE CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE �3/21/OE RENTON RECONSTRUCTION �� DATUM PIonning/Building/Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS Approved For Construction DRAINAGE DETAILS SD25 tFUC r Roherf M- Hansen P.E. Date SHEETS 94 -18 tl- N 13 C/)I d' O O PI 2' -0" A SECTION - POND TRENCH DRAIN - SCALE: NOT TO SCALE ILL S. GU KC MAP NO. 316-12 I Ai 33301 9TH AVENUE SOUTH CALL 48 HOURS O FEDERAL WAY, WASHINGTON BEFORE YOU DIG BERGER/ABAM 98003 -2600 1 -800- 424 -5555 _ _. _ volcE, (zos)a31 ^z3ao Z Smed.*d Sey OJXW d 0d',UAM by Sdcn fd Noma•QIZ"lFAl#T- PhOJZICA49Idim IOWL50VV. Sm'el DWG SD25 V v v�� EXISTING 8" STORMDRAIN PIPE DETAIL SCALE: NOT TO SCALE CONC CURB rEXISTING 8" SID PIPE GUTTER ^'— — 2% MIN 1 CONCRETE FASCIA 1:1 SLOPE PILE B SECTION SCALE: NOT TO SCALE rno nr n,rnu NOTE: 1. CONTRACTOR TO FIELD ADJUST AS APPROVED BY THE ENGINEER. SECTION SCALE: NOT TO SCALE STING GROUND Is I NAS 18/25 /081 °^~�., DATUM E: CITY OF RENTON Plann*Cuildin /Public Works Dept. Approved for Construction Robert M. Hanson P.E. Date DUVALL AVE NE /COAL CREEK PARKWAY SE RECONSTRUCTION SE 107TH PLACE TO NEWCASTLE CITY LIMITS DRAINAGE DETAILS SHEET 10 1 8/14/08 —ARM oF�e 527 °sc a�� FMi MIG REVISION BY DATE APPR °"°''�sawzacrnr 00 N 0 d'I O) O 12' POND MAINTENANCE ROAD POND �1 3 TYP NEW LANDSCAPING 6FT CHAIN LINK FENCE W/ BLACK COATING — J EXISTING GROUND +340.0 +335.0 -% MATCH EXISTING SLOPE +330.0 k ).0 8 —INCH QUARRY SPALLS, r 1FT THICK OVER GEOSYNTHETIC FABRIC, 1 SEE DETAIL BELOW TYP / 8" UNDERDRAIN 2FT WIDE FRENCH DRAIN A SECTION - POND SOUTH SLOPE SCALE: 1 " =8' ANCHOR TRENCH GEOSYNTHETIC FABRIC TAMPE SOIL D FASTENER NATIVE FASTENER 3' — 0" MAX. CTRS. ANCHOR TRENCH — SECTION OA S.0 1� KC MAP NO. 31&12 CALL 48 HOURS BEFORE YOU DIG . BERGEE 1- 800 - 424 -5555 E " e " 17(0 a,HE 4. M King County Last SmV wm *d sm ojmw ut RR2spwh s ba 7, N—,... a l2" IFAPYT- O4- ai2ic:4widroslog4 -m2ad" Sea r �1' 6" MAX. CTRS. (TYP.) BLANKET EDGE 1' -6 "M� CTRS. (TYP' BLANKET ENDS SHINGLE SPLICE '4o 6" MIN. END r OVERLAP GEOSYNTHETIC FABRIC FASTENER SHINGLE SPLICE SECTION OB 6 "x 6" TRENCH •3' -0 "MAX. CTRS. (TYP.) . s: NOTES: 1. MORE THAN THE MINIMUM OF ONE FASTENER PER SQUARE YARD MAY BE REQUIRED DUE TO CONDITIONS SUCH AS BLANKET COMPOSITION, SOIL TYPE, SURFACE UNIFORMITY, AND SLOPE STEEPNESS. 2. SEE STANDARD SPECIFICATION 2 -12 3. INSTALLATION OF GEOSYNTHETIC IS INCLUDED IN UNIT COST FOR QUARRY SPALLS. PERSPECTIVE VIEW 11 F DETAIL - GEOSYNTHETIC FABRIC PLACEMENT ON SLOPE SCALE: NOT TO SCALE 33301 9TH AVENUE SOUTH ■ ,� E% �� CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE FEDERAL WAY, WASHINGTON P ENTON RECONSTRUCTION qM 98003 -2600 ARM �.� DATUM Planning /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS i Ap VOICE: (206)431 -2300 proved For Construction FAX: (206)'131 -2250 asc DRAINAGE DETAILS N0. REVISION BY DATE APPR CSC Robert M. Hanson P.E. Date SHEET 11 8/25/08 I SD28 I