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HomeMy WebLinkAboutS-295202A 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: