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HomeMy WebLinkAboutzS-2952SetTIE 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 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��/ ' ' 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 It 0 UI LO cc CONCRETE INLET q PORTION OF SW 1/4 SEC -3 T.23N R.5E W.M. NOTES: RIM = 417.59 7 7 TIE WALL UNDERDRAIN IE(W)= 415.59 12" CPEP, FOR X DENOTES NEW STRUCTURE, SEE THIS PLAN UNDERDRAIN INTO EXISTING CATCH BASIN IE S = 415.59 CONTINUATION CONCRETE INLET, 24 DIA. Z O ( ) SEE DWG W2 RIM = 417.38 � OR LATERAL PROFILE DWGS AND 6" DIAM. 17 LF OF 6" PVC 2 I _ _ i IE - 414.88 3 B STA 182 +49.0 ^ I STRUCTURE NOTE DWG FOR MORE DETAILS B STA 179 +24.0 I I (45.2' LT) I W I> SS MH 1 T1_ 11 LF 8 DUCTILE IRON (31.8' LT) I Q 1 I 1 SLOPE = 1.0% ; 25 LF OF 8" W � RE I B STA 182 +44.3 X DENOTES EXISTING STRUCTURE AND /OR C -j SEE PROFILE BELOW I PVC © F 8"0 tea.. (18.9' LT) PIPE /CULVERT TO BE REMOVED 30 1 B STA 180 +33.0 27 I ROW, TYP 2 " (19.2) LT Q B STA B STA 182 +44.3 2 22 LF OF 6 PVC I 1 1 1 22 ' (18.9' LT) R STA 182+ .0 ❑ ADJUST SEWER MANHOLE TO GRADE 26 0 10 LF 8 DI 1 181 +49.6.0 21 20 I 18 (42.0 LT) Ln - 1- / 10 SLOPE 9.5% 20.7 LT 14 CONNECT SIDE SEWER S W INSTALL CLEANOUT FOR DRY SEWER Alll SD -- - - -n D -- -- -- -- -- -- -- -- -- -- -� -- rn - -- -- -�� -- PLUG EXISTING STORMDRAIN PIPE W W W W W W W I + X DENOTES EXISTING STRUCTURE TO BE D O 29 � D D 8� S w - w S w s S w � S - S S � MODIFIED 28 4ENOE9 3 7 , V_ 12 24 I Q / - / -ABANDON STORM DRAIN PIPE IN PLACE 179 +00 � 1 DUVALL AVE. E 180 +00 - - - gp - gp- - `� su - +00 - - - - - - 183 +00 � ~ ��REMOVE STORM DRAIN PIPE CULVERT g 0 0 3 O O DO 1. STORM DRAIN INVERTS ARE MEASURED 4 2 SEE NOTE 9, TYP SEE NOTE 9 25 z FROM CENTER OF CATCH BASIN. w w - - w- w w w M "�^ /�iY - M M M M J 1 = 2. PIPE ZONE BEDDING AND BACKFILL PER 01 WSDOT STD PLAN B55.20 -0 Q 3. SEE DWGS SD13 TO SD17 FOR DRAINAGE L4, a NMI as ,a as � LATERAL PROFILES. - I T� 4. CB TYPE 1 PER RENTON STANDARD PLAN 13 J SP B012. P P ' ROW, TYP C I 15 D _ _D _ _ 5. CB TYPE 2 PER CITY OF RENTON ' STORM FILTER D STANDARD PLAN SP B027. I ' � SEE PROFILE P � P P VAULT 6 x12 x4 I ' ° I ; ON SD17 6. SANITARY MH PER CITY OF RENTON I PROPO ED WATER MAIN STANDARD PLAN SP B071. SEE DWG W1 PROPOSED JOINT UTILITY o COMBINED DETENTION/ I TRENCH. SEE DWG UG2 I I WATER QUALITY VAULT rA 7. ALL FRAMES, MANHOLE RINGS, AND LIDS 3 174'X20'X10' SEE �19 SHALL BE OF LOCKING TYPE PER CITY STANDARDS IN RIGHT -OF -WAY. O3 ADJUST CATCH BASIN TO GRADE, 8. AREA INLET PER CITY OF RENTON SOLID LOCKING COVER, CONNECT PIPE STANDARD PLAN SP B011. TO THE NORTH AND TO THE EAST 9. EXISTING SD LINE TO BE REMOVED. NEW O7 CONNECT PIPE TO THE NORTHEAST, SD LINE TO BE PLACED IN THE SAME ADJUST CATCH BASIN TO GRADE LOCATION. 19 ADJUST CATCH BASIN TO GRADE, 10. CONSTRUCT CURB & GUTTER PER CITY SOLID LOCKING COVER OF RENTON STD PLAN SP F015. 450 450 11. GRADE BOTTOM OF DITCH, LENGTHWISE, " 'EX: CB TYPE, .4:8" ....... .. . .. .TYPE 2 5 . "........ ......... ......... ......... ......... ......... ......... ........ - AT 5.0% SLOPE FROM NEW INVERT 2.6 GONGREfiE INLET.,' 18" OIA ..... ......... ... CB TYPE..1............. ......... ......... ........ . B :STA 1:7.9 +:1:0.0 .... .... B: S.T�k :1?9 7 ;0::::: 2.p ......... .. 1.4 .... ......... ......... ELEVATION IE= 414.26 UP TO MATCH B STA 181 +71.0 42. 5 LT ... ......... .. ... B.. TA- 182 +86-.9- 32.1..LT .... ......... ......... ( - ) :::: ::::26.:0': T ::::::: :::: :::: ::::::(33.:5 ::�T):::: ::::::: ::::::::: ::::::::: ::::::::: ::::::::: :::::::: _ ::: : :: :::::. ::::::::: ::::: _ ::::::::: :::: :::: ::::::::: :::::::::. EXISTING DITCH BOTTOM. CONTRACTOR ( ) ...„ .RIM . - - -416.68 . RIM : 418.97 ... . .... ....... ..... .... .... .... ......... .......... RIM�415.86 :::.. .... .... ......RI:M= :41:0.:3:3 .. ....... . ......... ......... ......... ......... CB :TYPE. 2,::4$ :: :::: :: SHALL PLACE 2CY OF QUARRY SPACES 1p :::I;E....E):: =: .....:::: :: :::I:.E; (N): = :41 :1:7.::::: : 440 .. . .. .... .... .... ......1t .. = . B..STA - 18 +61:1... . ......... ... .. .... ......... .......... 440 AT INLET WITH DIMENSION 3.5 FT WIDE :::: :::I: 40J. 6 ... .... .... ......I :E�( ',S) -409: 1 ...... . ......... ......... ......... ......... (33:5' :LT ::::::::: ................... ::: ;,:::: :::::: ::::::::: ::::::::: ::::::::: ::::::::: :::: :::: ::::::::: ::::::: : ............. . :: GB TYPE . 48..... . ......... ......... ......... ......... .... .... ......... ........ . BY 8 FT LONG STARTING 2 FT BACK OF ''48)'' ... .... .... ......I :EX-W) =4 :1;2.9 ....... . ......... ......... ......... ......... RIM' : 41 f11 ...... ...... 21. OPENING TO INLET PIPE. SEE DWG SD17. :EX 8 TYPE 2, . . .... .... ................... ....... . ......... ......... X: POWER ......... 1.E :: (N ;S) = 413. :83 ......... B STA: 181 +7b.3.. 3 .2 ... ... ......... ......... ......... ......... .... .... ......... ........ . :BSA 178 +5 .8 ... . .... ..CB TYPE. 2; : 48..... ...... . 3 ..... . [.E :: (W):: .413 :93.. .. .. RIM :_::41: .04 :::::: : . 430 029.6': L. :::: ::::::::: :::: : :B: TA :17:9 +39:9 .....: ::..... :: X: TEL:E .. :........ :::::.. I:E. W 415.x6.. ::::::: ::::::::: ::::::::: ::::::::: ::::::::: :::: :::: ::::::::: 430 _rll -RIM 41:4.24 .. ......... .... :::..... ....... . ......... ....... ....... ...... ........ ......... .........I.:E.::(S:): = 415:.06... ...... . ......... ......... ................... .... ... ......... ......... I: E., -408.89 ......... ::R1 = 4415.20. EX:.6 WATER :: :: EXISTING' 'GR UND ..... ......... U:TILI:TY .TRENCH::: . ....(..) ........ ......... .... . ......... ......... ......... ....... ... = 408.83 ......... .... ::I:E. N,S _ 4- 09.32::: ::::::: :::::::::.::::..::.� :.::....: ::::: ::: ::: ::::::::: :::::::::.......... ......... ...... . ......... ......... ......... .. .... .. . ... EX: GABLE:... d ( .) ........ ......... .... (...).............. EX 8 WATER.. .. ....... ...... . ......... ......... ......... ........ .... . ... .... ......... ........ .... ..... ....... . .... ......... ......... ..... ... ... ......... FINI :SH : GRADE' . :: ......... ...... . ......... ......... ......... ......... .. . ... ..... ........ . EX: 2 :: :: ....( } =409.0 ......... .... ::I;E.:C:E):: =:414.6:5..... ... . .. ..... ......... ......... ... ..... ......... ......... ................... . 420 ................... .... .... ................... ....... . .. ....EX..G S. .. ...... ......... ......... ................... ......... ......... ......... ......... ......... .. ,. o. .. .. .. ..... ....... 420 :.. .... WATER :::: :::: ......... : :::::::: .. - - .. - - .. - - - - - - - - - ... - ..`... ......... .. .. - - -. ......... ......... ... :::::�:�:: . ... ........ ::::: .. ......... ...... .... ... - - .5:2 %: .... �.�. :: :: :: :.... ... . .. 0.,03 %.. ... 0.5:3 ... O . :............ -b:$ :: . ....... ......... ......... ....... ... ..... . ... ..... ::. .......... N ....... ~'� �' ............ ..... . 410 ... :EX 23' AVER . ............. ..... .. ...... . ......... ......... ........ ... ............. ..... :9 �F....... 410 V. U. . ....... .... ... ..... ......... ... ......:.. ..... :.. ...... EX 1 :2" : SD... ........ :::::: ::: ::::::::: :::::: :: �� : : ::... ... ::: ::::::::1: " : RCP . ......... ......... ...... ......... ..... .. ......... ......... ... .. t85, LE :......... .. ...... EX..2..WATER ...... ....... ......... ......... .... » ... _ (T :BE. R:EMO .ED) ::14: �F::::::: :. . ......... .... ..... . is .. ......... ......... ......... 1.2 ..CPEP :(N ::12):.. : . :......: ...... .12::CPEP:(N. 1.2) ..:::: ::::::: .... ......... .... .... ......... ......... .... ................... .... . ......... ................... ......... ......... ......... ......... ...... ......... .... ....... ......... ... .. ......... ... .. ......... ......... ......... ......... ...... . ......... ......... ......... .... .SS-MH :#i:48" ......... ......... .... ......... ....... .. .. .... ......... .. .. 400 ... 5 : :�F ..... ::::..... ......: ......... ........ . ....... ......... :::. :: EX :C�::TYP : 2::: ::::.::EX: SS ..... ::::::::: ::::::::: ::::::::: EX : SS:::: ::::::::: ::::::::: ::::::::: :::: B -STA- -182 +4 .3. .18.9. T.::::::: 400 ::: E : :24'.' : CP: P : (N -1:2) .... .:: ::::::::: ::::::... :.. EX :1: ?CPE:P. :(N :1:2)::::: ; :: :::.::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: :::::RIM: =: 41:9.01: ::::::::: ::::::: : ::: T ::BE: NCOD TIED:,: S:EE :::::::: ::::::::: ::::::::: 36 LE ........ .... :: ('18-51 . ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::: 1.:E.: (S): :406.56::::::: ......... M:= :41.7:.1 ... I.:E.: (N:)::= : 40: .5:9.::::: : ......... .. ......... ,,.. ..... . ......... ......... ......... ......... ......... ......... ......... ......... ......... .. ....... .... UC.... ......... ......... _'3G. 'LF .. ....24.. C .... (N -1:2) ::::::: EX :I:E. :(S) := 03:.35... ......... ......... ......... ......... ......... ......... ......... ......... ......... . . : : :: : : : : : : : :: : : : : : : : :: : : : : : : : :: : 24 ": CPEP: (N =12) . ......... ......... ........ _ ... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..... I. :E.: (E): - :.40:7.0:7...... ......... 390 .... ......... ......... ......... ................... ......... ..................I. (NE)�40 :16...... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 390 179 +00 180 +00 181+00 182 +00 183 +00 z w a 10 0 10 20 20 0 20 40 VERT HORZ ° SOME DATA ON RECORD scale feet scale feet KEY PLAN DRAWINGS IS BASED UPON KC MAP N0.316 -12 RECORD DRAWING NAS s�7�, 0 5U SALE INFORMATION PROVIDED BY Ill 19M HORIZONTAL NO IM/1991 �' CITY OF DUVALL AVE NE /COAL CREEK PARKWAY SE 12/21/10 • •. BeraerABAM DESIGNED. NAS RENTON RECONSTRUCTION THE CONSTRUCTION FIELDBOOK: CONTRACTOR TO THE CITY _ DRAW - PAGE. OF RENTON. THE JCR ONE INCH DATUM Planning /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS DRANONO NO: 33301 9th Avenue South, Suite 300 CHECKM. AT FULL scalE Approved For construction SANITARY SEWER AND DRAINAGE SD4 CORRECTNESS OF THIS DATA Federal Way, Washington 98003 -2600 IF NOT ONE INCH HAS NOT BEEN VERIFIED. King County (206) 431 -2300 Fax: (206) 431 -2250 NO. REVISION BY DATE APPR m"�sc CAL SEACCORDINOLY Robert M. Hanson P.E. Date PLAN AND PROFILE - SHEET 1 SHEET. OF. OF.199 Last Soved on Wed Dec 22 2010 at 04.-36PM by Motthew.kumpu /o File Nome. 0.- IFedero/Wayi2004lfAPWT -04 -0321 CADD idwgs Record) Completed Record dwgs iR075 SD04.dwg ScGle: 1 0 0 �I 00 O 1 D u I 1S GAS Q -m 450 430 420 410 :M OFFSITE RUNOFF w- GAS GAS 1 193 +00 O n P(_4 B STA 193 +14.3' RT) /y I� B STA 193 +: 2\ / A A n' m T\ 3" P EAS r :�ni i I , I , 0 D �u D A PORTION OF NW 1/4, SEC-3, T.23N, R.5E, W.M. RE- CHANNEL EXIST MANHOLE & PLUG/ INVERT TO SOUTH 56.4' LT RIM= 426.67 8" PVC, 40' NORTH SLOPE = 2.00% B STA 197 +10.0 (28.1' LT) 1 I I I 1 I 1 1 O M + 100 I� (n m W 1 Z_ J R _ Q 18 LF OF 6" PVC 2 �� B STA 196 +51.96 (43.0' RT) 1 18 LF OF 6" PVC O 1 B STA 196 +44.96 2 2720 (43. 0' R T) ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... O ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... C ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... S ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... N ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... w G 1S GAS Q -m 450 430 420 410 :M OFFSITE RUNOFF w- GAS GAS 1 193 +00 O n P(_4 B STA 193 +14.3' RT) /y I� B STA 193 +: 2\ / A A n' m T\ 3" P EAS r :�ni i I , I , 0 D �u D A PORTION OF NW 1/4, SEC-3, T.23N, R.5E, W.M. RE- CHANNEL EXIST MANHOLE & PLUG/ INVERT TO SOUTH 56.4' LT RIM= 426.67 8" PVC, 40' NORTH SLOPE = 2.00% B STA 197 +10.0 (28.1' LT) 1 I I I 1 I 1 1 O M + 100 I� (n m W 1 Z_ J R _ Q 18 LF OF 6" PVC 2 �� B STA 196 +51.96 (43.0' RT) 1 18 LF OF 6" PVC O 1 B STA 196 +44.96 2 2720 (43. 0' R T) ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... .... .... .... .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... .... .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... FINISH G ......... ......... ......... ......... ADE : ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .......... ......... ......... ......... ......... CB 'TYPE 1......... ....... . .1'0 2.1':R T).'.......... ......... ......... ......... ........ ::::::::. ::::::::: ......... ......... ......... ......... ::::::::: ......... ......... ......... ......... ::::::::: ......... .... .... .... :::: .... B: STA :196+0'0 R'IM' 426. I.E'.(WiN)' ......... ...... ...... .. - .0'. 8....... 42330 ... ......... ,.. .. ... ...... ......... ....... ........ .. ......... ......... ......... ......... ......... ................... ......... ......... . .. ...... ......... ... ......... ..... .. ......... ......... ......... ......... ......... ......... ......... . . .. ......... .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ::::::::: ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... . ....... ......... ......... ...... ......... ......... ..... ......... .....:GR 01JN D...... ......... ......... ......... ......... ......B.. STA ......X1....:(24.:9: ...... RI-M = -427:78.......... .......,;. :. .... ......$.l. .:(E):= :412;79.... ::::::::I. :( )::= :412:.3:7:::: .��... » .... .. ...... :: ... ... ... ......... �„ PVC.. - ......... ......... ......... ..... ..... .. .. o ..... .. ..... .. ..... .. ......... ......... ......... ......... ......... ..... . ......... ......... ......... ......... :- ......... ......... ......... ......... .. ...... ::::::::: ......... ......... -.... -: . ...... :: . ......... ......... ......... ......... ::::::::: ......... ......... - - - - ......... ........ ......... ......... ......... ......1 :2.. ......... ::::::::: ......... ......... 011VER.T.EL1 =: ......... ....... ..... .. ......... ....... SD - - - - ......... ......... ......... ......... ......... :- : - :� :T . ....... ...... ... ::1:43 ... ......1:2" ......... ::::::::: ......... ......... ^ T .. :. .... :� 1 ......... ........ - - .... .... LF::::::: CPEP :(N: :........ ........ 1:2)...... ......... ::::::::: ......... ......... .... .... ::::::::: ......... ......... ::::::::: ......... ......... ......... ......... ......... ::::::::: ......... ......... ......... ......... ::::::::: ......... ......... ......... ......... ::::::::: ......... ......... ......... ......... ::::::::: ......... ......... ......... ......... ::::::::: ......... ......... ......... ......... ::::::::: T)::::::: ......... ......... ::::::::: ......... :::::: B .......ki .......I:E.:(:S):: :::::::I;E..(�V .......1.E. TA 195-+- 14..1:: .= ..427:7 =: 412.28 }.. ..412......... -E..= 4.1 2.7.6: ......... ::::: .10...... ......... ::::::::: ......... ......... ......... ::::::::: ......... ......... ......... ::::::::: ......... ......... .... :::: .... .... 193 +00 194 +00 1. E. (N) = 412.79 SOME DATA ON RECORD KC MAP NO. 316-12 DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION BerizerABAM CONTRACTOR TO THE CITY OF RENTON. THE 33301 9th Avenue South, Suite 300 CORRECTNESS OF THIS DATA Federal Way, Washington 98003 -2600 HAS NOT BEEN VERIFIED. King County (206) 431 -2300 Fax: (206) 431 -2250 Last Saved on Wed Dec 22 2010 at 04.37PM by Matthew.kumpu /a File Nome. Q. �Federo/ Way�2004�FAPWT- 04- 032�C,40D�dwgs Record�Comp /eted Record dwgs�R078 S007.dwg Sca /e. 1 era RECORD DRAWING 195 +00 REVISION NAS 5/7/10 SURVEYED: DESIGNED: NAS JCR CHECKED: $G BY DATE APPR N"�sG 196 +00 197 +00 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 10 0 10 20 VERT scale feet VERTICAL.• NAVD 1988 HORIZONTAL• NO 1983/1991 DATU M CITY OF RENTON Planning /Building /Public Works Dept. Approved For Construction Robert M. Hanson P.E. Date 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 F-11 ADJUST SEWER MANHOLE TO GRADE �2 CONNECT SIDE SEWER [4] ADJUST VALVE COVER TO GRADE �P PLUG EXISTING STORMDRAIN PIPE PLUG EXISTING SANITARY SEWER PIPE ABANDON STORM DRAIN PIPE IN PLACE X X REMOVE STORM DRAIN PIPE /CULVERT 1. STORM DRAIN INVERTS ARE MEASURED FROM CENTER OF CATCH BASIN. 2. PIPE ZONE BEDDING AND BACKFILL PER WSDOT STD PLAN B55. 20 -0 3. SEE DWGS SD13 TO SD17 FOR DRAINAGE LATERAL PROFILES. 4. CONCRETE INLET PER CITY OF RENTON STANDARD PLAN B010. 5. CB TYPE 1 PER RENTON STANDARD PLAN SP B012. 6. CB TYPE 2 PER CITY OF RENTON STANDARD PLAN SP B027. 7. SANITARY MH PER CITY OF RENTON STANDARD PLAN SP B071. 8. ALL FRAMES, MANHOLE RINGS, AND LIDS 460 SHALL BE OF LOCKING TYPE PER CITY STANDARDS IN RIGHT -OF -WAY. 450 9. AREA INLET PER CITY OF RENTON STANDARD PLAN SP B011. 10. PORTIONS OF PSE FACILITIES TO BE ABANDONED /REMOVED PER PSE UNDERGROUND CONVERSION PLANS. 440 11. CONSTRUCT CURB & GUTTER PER CITY OF RENTON STD PLAN SP F015. 430 420 .e 20 0 20 40 HORZ mmi scale feet I KEY PLAN DUVALL AVE NE / COAL CREEK PARKWAY SE RECONSTRUCTION SE 107TH PLACE TO NEWCASTLE CITY LIMITS SANITARY SEWER AND DRAINAGE PLAN AND PROFILE - SHEET 4 12/21/10 FlELDBOOK: PAGE: SD7 78 X199 00 0 0 �I 0 O M ti O - � I� m W Z_I JI U a � lip 450 430 410 ROW, TYP SD E= 423.78 A PORTION OF NW REMOVE EXISTING STRUCTURE AND REPLACE WITH CB TYPE 1 � B STA 198 +19.0 1/ I i 4, SEC-3, T.23N, R.5E, W.M. I.E.(E)= 416.65 I.E.(W)= 416.70 a � t---REMOVE EXISTING STRUCTURE II AND REPLACE WITH CB TYPE 1 1 TV- u u - -- - -- - -- u CB TYPE 1 B STA 200 +91.71 \ CB TYPE 1 48.2' LT B STA 200 +88.9 RIM =424.5 V 47.8' LT IE(W)= 422.49 EXISTING RIM =494 7 IE(S)= 420.78 F12" CONC PIPE CONTROL STRUCTURE I.E.(W)= 416.95 w =AS SS 50.0' LT) C4> + O O GAS GASH N - SS SS U) _SD m W w w- Z T T TT J W = 0 Q '--DRAINAGE EASEMENT, TYP PROPOSED JOINT UTILITY TRENCH. SEE DWG UG6. .... .... :::: .... :::: .... ......... ......... ::::::::: ......... ::::::::: ......... ......... ......... ::::::::: ......... ::::::::: ......... ......... ......... ::::::::: ......... ::FINISH- ......... ......... ......... ::::::::: ......... -1 . . .................1: ......... ...... CB :::::::B ..... .... ..RI. E. ............................. ,,................. TYPE: 2..48 ............. . TA 198 +31.$ 41.9' RT .. ....(...... T ...... = 42 ..... ................... M = 422.1 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... .... .... ... . .... .... .... :::: .... .... :::: ::CB: TYP ..B : STA :197+43.'0'(32'l"' ..RIM =42 ::I:E.(W):� :1 ::::::: :: ....... . ::::::: ......: ......... :: ROUNi� .. . ..... :::::I;E.(S:)- ....I.E.:(E)- :. :: ....... ;E.(S:..... :: 2. 422:.3 .423:. ::::::::: ::::::::: ................... .......... ::::�� :::: 9 : :6 .Dl... ::::::::: ::::::::: CB :TYPE 2::48'' ... ...... . 0.5:': R:T : ......... ::::::::: . ::::::: ::::::: B ....... RIM: ::::::: I.-__..(S)=''421.32 ...... B :TYPE :1 :.::::::::: . . :: ' :RT):1:1 :: ......... ::::::::: ......... ::::::::: ::::::::: ......... ::::::::: ........ . ::::::::: ::::::::: ::::::::: ::::::::: ......... ::::::::: ::::::::: ��.... . ::::::::: ::::::::: ......... ::::::::: ::::::::: .... - -- :::::CB :: :::::B: ST ..... RI :M= :::::IiE:( ::: :I :�.( ... -... YPE: 2,:48 ' "::::::::: .. :: ::: T) 22 :::: ......... ......... ::::::::: ::::::::: ......... ......... 15 :: : :: : .... ::.. . :93 ...... 22.6:1:::: ... RT): ......... :....... EXISTING B::STA: 198 R.IM: =425:. I.E.(S1N,N ::::::::: ......... +78.6::( 9........ )421.76: ::::::::: ......... :STA: 19:9 = 424.32 5:5.3::(32. ......... ::::::: :200: +88 423. :32... )419.76. 8: (31:5':: ......... ......... .... 4.4 ......... .�(N')' 22.435 ... ......... ::::::::: ......... :::::::::: ............. ..... :: ::::::::: ......... ::::::: ....... . ::::::::: ......... ::: � ::::: �J:T:ILI:T:Y :TRENCH::: ::::::::: - )=4a 9:86. ......... - -.._ .. ......... ......... ......... ..... : :PVC : ®: 0 :. ...... ........... ................... 7 :� : .... .... -- --- - - - - -- :0.13 %:;: ---- : - -:.. .... �:�:0.83 %;_��: ......... . :1. - -- :0:�5 ----- ......... -. -... ...... o ...- ..,.,. ......, ,. ---- .-- . -. -- �.T:T:T ........... ....... ......... ... ......... o .... ..... ......... ......... >;::::::::: :: ..... .. .. ..... ... ::::::::: :. :1.2 ..SD ........:..: :....:::0:4$ .`.:.......... . ........ ......... ............................ ..... ..... ... .............. .... b.. ......... ..... ......... ... ... .. ... ......... ......... ::::::::: ......... ....... ...... CPEP N- (.. ....... ......... ......... ........ ::::::::: ......... ......... .... .... ... :::: ::: .. ......... .... .... 12:: :::: )...... ......... ...::...... EX : SS. :........ ......... ......... ......... ......... .. :::::. ......... ..... . .. :: :. ... .... .... .... :::: :::;, ..... 4. ...... :TO ........ :::: .... :::: PO .... .. :::: ::: .... ... ::::::89;,LF ER 12 ......... ::::::::: ......... ... .... .. :: ::::: :..... ....... ....... :::::::: ......... ......... ......... :::::132 LF..... ..... 12 ": :PEP: {N= 2)...... :: :........ EXIST- SS .MH....... ::::::::: ......... PEP: :( :N -1 ......... ::::::::: :....... . .. :::: �� : ......... : 8 „ : :EX . ......... ::.....:: EX: ""'' :BE:REMO :: ::::: :: ::::: ......... ::.: :80 : L ::: :::: :::::1:2 ":: .... .48. LF....... S...... 1:2' : CREP : (N ......... ......... ::::::::: ::::::::: ED ...... ......... :- . ... ... 2).. : : : :: ........ ...... ....... Q,88:x:;: ...... . ...... . :::: ... . ::::::::: ......... 46 LF 8" ®: 0:4% .. ......... ::::::::: ::::::::: ......... .... .. PVC...... . ......... ..... :STA: 200 IM::= :4:24.40::::::: .. (SW)::= .:(N:): -: ........... ,,....... :1:4.0::(6.0 :4:1:4:.:4:7.:: 1:4:57:::: ...... LT) ::.. 2 :::::::fl ::::::::: ::....... �� .... . .... .. ...... ESC VC.... B: ::::::.RI :::::::1,E 1. . 151 LF 1.8„ .CPEP STING - SS MH....... .(.N� -12.. . .... .... .... .... :::: .... ......... ......... ......... ::::::::: ......... ......... :1.2) ..... ......... :::::::.. :: ......... D: 5.TA :199 76;4: (23,8!U) RIM : - : 42 :4:.11:::::: I :E : :(NE).-_'.''4l4.'29 : I.E :: S - 41 :4. :1:9 :: ..� .� ........ : ... :........ :::::::: ::::::::: ......... ......,,.. 2 : LF: B. :: Q:4 %::::: ::::::::: ... ......... ........ ......... ::...... . .... .... ... . .... ::.. ........ . :::::::: :::::... I. ........1. :TA :20:1 14. :Q . (6..Q L = '4 3. ........ ........ . :(S) := ::415. :23::::: 114:71101 199 +00 SOME DATA ON RECORD KC MAP NO. 316-12 DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION BerwrABAM CONTRACTOR TO THE CITY OF RENTON. THE 33301 9th Avenue South, Suite 300 CORRECTNESS OF THIS DATA Federal Way, Washington 98003 -2600 HAS NOT BEEN VERIFIED. King County (206) 431 -2300 Fax: (206) 431 -2250 Last Saved on Wed Dec 22 2010 at 04.38PM by Matthew.kumpu /a File Nome. Q. �Federo/ Way12004�FAPWT- 04- 032�C,40D�dwgs Record�Comp /eted Record dwgs�R079 S008.dwg Sca /e. 1 era RECORD DRAWING REVISION 200 +00 NAS 5/7/10 SURVEYED: DESIGNED: DRAW NAS JCR CHECKED: SG BY DATE APPR m"�sG ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 201 +00 1. E. (N) = 415.11 NOTES: O 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 F5] ABANDON EXISTING MAHOLE IN PLACE PLUG EXISTING SANITARY SEWER PIPE PLUG EXISTING STORMDRAIN PIPE Q / / ABANDON STORM DRAIN PIPE IN PLACE -X REMOVE STORM DRAIN PIPE /CULVERT GRADE TO DRAIN 450 430 W011 410 10 0 10 20 VERT scale feet VERTICAL.• NAVD 1988 HORIZONTAL.• NO 1983/1991 DATUM CITY OF RENTON Planning /Building /Public Works Dept. Approved For Construction Robert M. Hanson P.E. Date 1. STORM DRAIN INVERTS ARE MEASURED FROM CENTER OF CATCH BASIN. 2. PIPE ZONE BEDDING AND BACKFILL PER WSDOT STD PLAN B55. 20 -0 3. SEE DWGS SD13 TO SD17 FOR DRAINAGE LATERAL PROFILES. 4. CONCRETE INLET PER CITY OF RENTON STANDARD PLAN B010. 5. CB TYPE 1 PER RENTON STANDARD PLAN SP B012. 6. CB TYPE 2 PER CITY OF RENTON STANDARD PLAN SP B027. 7. SANITARY MH PER CITY OF RENTON STANDARD PLAN SP B071. 8. ALL FRAMES, MANHOLE RINGS, AND LIDS SHALL BE OF LOCKING TYPE PER CITY STANDARDS IN RIGHT -OF -WAY. 9. CONSTRUCT CURB & GUTTER PER CITY OF RENTON STD PLAN SP F015. 14 REMOVE EX PIPE, INSTALL NEW PIPE 16 REMOVE EX PIPE, INSTALL NEW PIPE CONNECT SIDE SEWER 20 0 20 40 HORZ scale feet I z�- KEY PLAN DUVALL AVE NE / COAL CREEK PARKWAY SE RECONSTRUCTION SE 107TH PLACE TO NEWCASTLE CITY LIMITS SANITARY SEWER AND DRAINAGE PLAN AND PROFILE - SHEET 5 12/21/10 FlELDBOOK: PAGE SD8 X 79 199 p Z U) OI O cc O � 1 O N ABANDONED 4" (�GAS�GAS =R GAS (/) 202 + SS 202+t% m- '� -�_� W z J -w w- w TAT C) Z -u -�n A PORTION OF NW 1/4, SEC-3, T.23N, R-5E, W.M. B STA 202 +75.6 3 CB TYPE 1 W (80.10' LT) SOLID LOCKING COVER ~ L STA 8 +97.9 W ^ia � I.E.(W)= 421.31 REMOVE EXISTING CB DO NOT REMOVE PIPE TO THE EAST INSTALL NEW TYPE 2 CB, 48" W/ SOLID LOCKING LID CONNECT TO EXISTING PIPE D CTA 1)0A_LPQ 17 ( -z n cz n' DTI i JJ 1vin fru `DRAINAGE (5.27 LT) 6" STUBS B STA 203 +72.2 \ I �T� EASEMENT, TYP (48.30 , RT) , � \ ' \ i B STA 204 +59.80 (51.60' RT) ;0" �j PROPOSED JOINT UTILITY TRENCH. SEE DWG UG7. 450 �� 450 .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ CB - TYP E::2 .48 ....... : :::: 2 : :........ ......... ......... ......... ......... ......... ......... ......... ........ . .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... B :STA :2 :04 16 :.0 ::(3:1 :2'. :LT).... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... RM- 419:94 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... I. :( . "N) =41 :.24 ..... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ . .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... . ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 440 .... ......... ......... CB : TYP E:.2 ::48" ......... : ::::.... ......... ......... ......... ......... ......: C - TYP E' -2, .:48'' .:::: : • • ::....... ......... ......... ......... .0 B - TYPE 2 • : 48" ... ::::::: ::::::::: 440 :::: ::::::::: ::::::::: B::STA: 202 +3:9..7::(:31:.2.' : RT). ? ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::: B :STA: 2:04 +16:.0: (31:2'.:RT) :1:1:: ::::::::: ::::::::: ::::::::: ::::::::: :B :STA :2 5 +60:0: (31- 2'::LT):.1 ........ ........ . :::: ::::::::: ::::::::: RIM-422'.73 3.................. ......... ......... ......... ......... ......... ......: R M- 423 :09 ::::::::::::::::::: :::::... :ISH : :GRA E ... ... ......... .RIM =418. 6 ....... ......... ......... ........ . :::: ::::::::: ::::::::: G.E;(W;N)= :418.87:: ::::..... ......... ......... ......... ......... ......... ....... �. :(S;W)= 417.9.8 ..... ......... ......... ......... ..... .. ......... :I:E.(S,N) 414:20... ......... ......... ........ . .... ......... ......... . . .... . .. .... ......... ......... ......... ......... ......... ......... ....... . ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 430 - 430 .... ......... ........ ......... ......... ......... ......... ......... ......... ......... ......... ....... . ......... ....... ::::: ::::::::: ::::: :: ::::::::: :::::::: ::::::::: :EXISTING :GROUND.. ....... . .... ......... ........ ........ ....... . ......... ...... ... .0..4% .. ......... ......... ..... .. ......... ........ ......... ......... ......... ....... ....... ........ .177 .LF. .. ......... ......... ......... ......... ......... ......... .... ......... ........ ..... . ......... ......... ......... ......... ........ :::::: ::....... ...... ........... ......... ......... ..... .. ......... ........ ......... ......... ......... ...... ... 18.. CPE (N: =12) ......... ........ ..... ..... ..... ......... ......... ...... .. ......... ........ ......... ......... 0..507.; ....... .. - :::::::::: - .. .............. ............... ..... ......................... ...... .. .. ...... ........ ........ ' :UTILITY TRE�I..... .. .... . . ................ . ... .. .. ........ .... ........... .................. U. .. -.- T _ _.�.- ..... ...... ......... ....... ......... .. ..... 420 - -- - - - - -- -_ -- - 420 0 1:.5Q�: - .- .T.- _ - -__. ....... ............. ......................... ........ ......... ........ -.-r - - ..�.i........... .... . . ... . ......... .. . .. . ...... ......... ........: : :....... :... -.� .T z�.�0� - - .... .... ......... ............. ..... ......... ......... .... . . . ... .. ......... ......... . .............. ......... ................. .......... ...... .... ......... ......... ......... ............... ......... s� ......... ....... ::: SS :MFi:: 5:54.:: :::::: ISS M : 6: 5:4::::: �" SD ...... :::STANDARD::48. 162 LF 8 "PVC ...... 1:2" :SD:.: :::::... . ..... ......... ......... ,.. ......... ......... SOW SH LOW' 410 .... :..... ©. . ........ S MFG 4 54 ..:LF :8" : VC :::: ::: B: :STA' 203 +74.0 ...... B TA� 203+ 2:2 (48:3' :RT) ::::: :::::::: ....RIM : = :42 '84 :: ::::::::: ::::::::: :: :::::: ::::::::: :: :::: ::::::: 177 LF :: ::::::: : ::::.:151 LF:: ::::::::: S -H ALLOW : YP:E - B ... :::::: ©:.. 4% :::::: ,... ::::::: :: :::::: ::....... ::::: :::::::: : :: (6:1:() : :LY) ....... ......AIM _. 42 . .0 ......... ......... ....... ......1.E.::(: )::�: 4 -17.0 ........ .. .. ,, ... . 18 ": CPEP {N:: ...... CPE (N��2) . B ...............:(5.3 �T)::::: ::::::::: :.. RIM.... 42.1•.61... ..... !.:E. (W):... 416.40 ..... : ::::::::.:::::: ::::::..... ::::::: ::::::::: :: . : • ....... ......... ......... ......... ........ . .... ......... :: RIM:: 42 .:43 :::::: ::....... :::136 LF ...... . :::: ::::::::: :::::::.. 15:7.... ::::::: ::::::::: ::: 1:. L.. : (S) : =::4 6.:0 :::::: �.:E. (�I)::_ : 41 :.50:::::: ....... .24 . SD................ ......... ......... ......... :::::1$" PER: (N� �) ::::::: ::::::::: ::::::::: ::::::: : I•B• (S) I.E. (E) = 416.6b 400 1. 400 202 +00 1. E. (N, W) = 415.7 203 +00 ) 204 +00 205 +00 206 +00 SOME DATA ON RECORD KC MAP NO. 316-12 DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION BeraerABAM CONTRACTOR TO THE CITY OF RENTON. THE 33301 9th Avenue South, Suite 300 CORRECTNESS OF THIS DATA Federal Way, Washington 98003 -2600 HAS NOT BEEN VERIFIED. King County (206) 431 -2300 Fax: (206) 431 -2250 Last Soved on Wed Dec 22 2010 at 04.-39PM by Motthew.kumpu /o File Nome. Q.- IFedero/ Wayi2004lfAPWT- 04- 0321CADDidwgs RecordlComp/eted Record dwgslR080 SD09.dwg Scale: 1 RECORD DRAWING REVISION NAS BY I DATE 10 0 10 20 VERT scale feet NOTES: OX DENOTES NEW STRUCTURE, SEE THIS PLAN OR LATERAL PROFILE DWGS AND STRUCTURE NOTE DWG FOR MORE DETAILS DENOTES EXISTING STRUCTURE AND /OR PIPE /CULVERT TO BE REMOVED F3] INSTALL CLEANOUT FOR DRY SEWER X X-REMOVE STORM DRAIN PIPE /CULVERT GRADE TO DRAIN STORM DRAIN INVERTS ARE MEASURED FROM CENTER OF CATCH BASIN. 2. PIPE ZONE BEDDING AND BACKFILL PER WSDOT STD PLAN B55.20 -0 3. SEE DWGS SD13 TO SD17 FOR DRAINAGE LATERAL PROFILES. CONCRETE INLET PER CITY OF RENTON STANDARD PLAN B010. CB TYPE 1 PER RENTON STANDARD PLAN SP B012. CB TYPE 2 PER CITY OF RENTON STANDARD PLAN SP B027. 7. SANITARY MH PER CITY OF RENTON STANDARD PLAN SP B071. 8. ALL FRAMES, MANHOLE RINGS, AND LIDS SHALL BE OF LOCKING TYPE PER CITY STANDARDS IN RIGHT -OF -WAY. CATCH BASIN TYPE 1L PER CITY OF RENTON STANDARD PLAN SP B014. 10. CONSTRUCT CURB & GUTTER PER CITY OF RENTON STD PLAN SP F015. 20 0 20 40 HORZ scale feet KEY PLAN SCALE IF NOT ONE INCH SCALE ACCORDINGLY SURVEYED: SCALE: HORI"° A"IO;IWi,99, DATUM Planning /Building DUVALL AVE NE / COAL CREEK PARKWAY SE RECONSTRUCTION SE 107TH PLACE TO NEWCASTLE CITY LIMITS SANITARY SEWER AND DRAINAGE PLAN AND PROFILE - SHEET 6 Approved D "NAS DR". JCR ONE INCH AT FULL CHECKEDJSG APPR SSG SCALE IF NOT ONE INCH SCALE ACCORDINGLY Robert M. Hanson P.E. Date 12/21/10 FlELDBOOK: PAGE SD9 80 OF. 199 CITY OF � RENTON Planning /Building /Public Works Dept. Approved For Construction Robert M. Hanson P.E. Date 12/21/10 FlELDBOOK: PAGE SD9 80 OF. 199