Loading...
HomeMy WebLinkAboutD-226609co SEE DR -5 I �v I N I i c � � \ `\ j WATER VALVE INFORMATION j ! _ - 1 \ - REV =410.66 m \ L_ lih RIM Et 405.62 I I SOT OF PIPE =406.- E57 I , I - -. 10-WV RIM EL= 410.63 DIRT E' TOP OF NUT - 409.03 408.86 4 M SEE /j RIM ELEV= 410.55 t 3TTDM 1i.i8 Jf OF. NUT 40' <5 ta'wv I . �OIRI. ELEV= j��� :,� ♦ PIPE 405.6_ E_T : 2 1 V OTH ST I. EXST ROOF I. tv -406 5 2 PE OT OF J /. 408.T5 ' �41M `, INI✓ =40654 I7� P E 2 $ II EX Ca RIM 410.46 -... UNKNOWN ' 9 S NA'= 8.22. 5- CO 8-MA RIM EL 411.67.. $ - ^` �' +' S 7Ni =405 84. P E - _ 1 N O ; . PLASTIC SW '.1E =408.9 I / t f! \ TOP OF NUT - 408.5. SOT OF PIPE =406.3 EST '� 2 �B I TOVV RIM EI 410:72 SEE 2'G - �- ^. - ro I `OryT 1 S� TOP. OF WA =4'59_$2 S00 70F UT- 411 -46 i ( 8 OSD ; __ / ,- � ,. : ... I � , � -:; - 2 "G I ©S" N J SOT, OF PIPE=4A7.2., EST ( NOTE 5 I - SEE DR-8 (DCB 1 3 1 S -�f ✓ SOT' OP PIPE 40_88 Esr fl 3 : - z" - -:- - r- _ - -X -- 0.W I \ , 1 SD W 2008 , c -- x < -: 2 -c OIRr eEV \ - _ \- v D "w- (2 8'WD - ' - -- - CB 12 i O - 7 - �- - __._. !10 4 3 - F - - -- I wv - - - - -- - -- - � -.. 12 "SD ❑ -- 89-'Z`1 �iIS .' -.' -- -.L_ JYC -MVft- 4•- -= _ -_ __ - 3 SD - - -A - $ - - -, _ ®. ; 12 4 SDI T- �- - - ~- u T" 1 - -8 "s- i T + f - r_ sD ,/ ( / 2 SD I OI OTHERS, $'s- -B -NNE ` -\ �---- -1 _ =- 6 W (ABANDONED) ,2 D - -' ' 0 ' `' 7 r -VAUVE - - - -0 �I L T I SSMH RIM - 411 -_2a 4 -C \ !� -8 'S- __ __ ,.. •'`d _ -_ _... - '- ,8 5 _LING �.. / , ` -. -\ -- /'::(3/0 I =- 0_ \ - - - 1 - a _ a2- L IM. 414.80 23 +00 \ TOP OF NUi= , -\ -� 8'K'V RIM EL' 45:2 ' - - - -- -�,-,� .:.- ftIM= 412.47 CMaOTTOM /SED =40930 _'.n \'� 4 3.72 \. E \ E� ELECT ' I CL. BOTTOM- 408.28 o S \ _ �. - \ B0T OF PIPE =4 1:5' EST I _ CONDUIT! r" ' -- \ W INV= 409.65, 12" PIPE SSMH RIM= 416.60 - - - - - 1 \ - - - -, _ �, 1 GR&VV �. SE. RIM =41 ��9 I \ I n -., : k 1 / \ r' E NV =40 -84, 12^ PIPE E INy= 409.65. 12 PIPE './ I.E .407.70 8" E N E � O ! 3 1 S 1 \ m - - -_ - _. ._.___ -. 'f.... . -- -_ - , 0TE 7 WINO OM /SED 4(79.68. I.E. 407.85 8" 5 �� ryY NA �' F - TA ' I E INV- 408.84. 12 PIPE 5 INV -409 $7, 12" PIPE 0.15, Y� .PIPE I _ - - _..... -. _ : -i, /'. \\\F CONEROL - - �'. :' E INV= 410.17. 12" PIPE 407.65 8" W SSMH RM 470.89 I -RIM -4 74 -- SDMH RIM =415a9 - 1 -E- 6 CABINET SEE -..DR-7 N, CHANNEL 404.79. 1 W CL B0 - -: -:. -.. 1.17 12" CMP 5.:.. / �- - ddd_ I- -- 8 SPLASTI I I I /� / 406 35 I I.E. 41 OIL/H20 SEP- 411.64 = 407.24 i' ❑ I W INV -4 7. - - TOP / E INV 407. I BOTTOM NOTES: I 2 cONDenTS ON F- ��3 - NORTH SIDE 12" CMP IE= 41111 1 -SEE NOTES 1 THROUGH 10 ON DR-4. rL i 2.REMOVE STOP SIGN, PROVIDE TEMPORARY I--� i 1 ABANDON EXISTING UTILITY (2 )RELOCATE EXISTING SIDE SEWER IF' -CONFLICTING S1GN AND REPLACE AFTER CONSTRUCTION. O LAN SALE: 1 ° =20' SEWER.; SEE DETAIL (Y )REMOVE EXISTING UTILITY WITH NEW STORM . 3. PLACE 2')(2'X4" STRYRENE FOAM BETWEEN 30 CONNECT TO DRAIN STRUCTURE DD -1 SEWER LINE NEAR THE BOTTOM OF MHJ7. 4 PLUG EXISTING !STORM FOAM Q PIPE 08REMOVE EXISTING SIDEWALKS AND CURB AND SHALL BE DOW 2 THH SEWER P GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. ------------------------------------------------------------ -- - - - --- --------------------- --------------------------- ----------------- STYRENE FOAM- -------- - - - - - -- H5 45 OT%, APPROV€D €DUAL --. -- - - - --- - - - - ----------------------------------------- - - ---- -- - - - -- - - ---- 5 UAUTX__ TII _BE.REMCVED- :OR__RELOACTED - -BY 'OTHERS .............. 435 _ : _ : : _ : , : _ - - -- - -- _ _ SEE - RENTON -STD. KLAN F -36: - - - - B #1 4A. TYPE 1 1 1 = 4- CONTRACTOR TO POTHOLE = IST ROOF ©REMOVE=AND RELOCATE UTILITY 9032EPLACE CURB, AND SIDEWALKS AS NEEDED. - = C 14 L[ i2' B 19 +U7, 18' LT DRAIN PIPE &TOGA I I g 21 +42, 22.6 ' : LT _ _ _ DIP ® 1. : = TE IF! CONNECT :RIM EL- 410.45 = _ _ _ RIM EL =409.52 _ DEIST PIPE TO =C6 15A, & = ADJUST LOCATION -' - = = - - _ = _ SEE RE B 22 +74.9, 145' LT NTON:STT) PLANS ' _410... 1 .: - = 410 .12 SW INV =405.8 415: 32' EINV 2409:5 = -.:. -- _ 2 S 1N1�406.�3D _ OF CB ACCORDINGLY. IF RIOT FOUND- DEL€T € - - -- :. -, , ...._ = 430 _ - = CB 15A AND PIPE : _ 2- BLACK PIPE _ - - = EX DRAIN INV UNKNOWN - CB 12 TYPE 2 48' _ _ _ _ = 1 B 18+76, _ 5. PROTECT IXISTENG LAN EEOUNK N - - 8 6, 10 LT DSCAPING AND REPLACE ° 21 LF 1 :RIM EL= 409:84 = _ _, = IF; DISTURBED.:.. CPEP (� 1,0% = = _ - - s V UNKNOWN i -- 405... - _ _ - s .. _- --- X10 - _ - _ - -- ----- - - -- - - ---- - - - -- - - - - - -- -- - 405 - ----'------ - - - - -- ' 371 LF 12 W INV' 4fi16.39 (fits I) ---- -- -- - - -- -- _ _ - - - -- 12 425 - CP-EP ®1 0% = - _ - -- -: - -- ----------------------------------- -- - -- - - -- 6. RESTOR Ti _ - - -- - - - -- - -- -- - 18 SE INV =406.26 `_h = E EXISTING MONUMENT AS REQUIRED; _ = Possa CB' 17, TYPE 2 48" 12 N INV = 406.52 (EXST) = ES 1 _ - 1 = ROOF DRAIN = = _ - _ = = SEE SHEET 9 BUTW EST 12" S INV = 406.30 = a5 ;_ = = = 407.2 = UNKOWNi --------- - - - TYf? CB. 14, TYRE 2 48 °- .405 s�TE b:`ivr�r -5 420 CB Y3 TYPE 2 4B' B 20 +95, a1' LT B 21 +31, 3:5 1LT _ - _?68 =0 _ _ -SEE SST j ✓ .. - -RIM EL= 410;55 _ 20 18 B 79f02, 4.3' LT:_ _ _ : _ - _ _ T21Pd EL 410:95, _ RIM EE= 410 -10 _ = _ = 405.30 = = 18'- E INV 405_40 = _ = C@ 75, TYPE 248' _ _ 8"W 78' W= INV = 406.13_ : : NV= 405.60 : 18" WINV- 405:40 = - _ _ = 9 - _ SOT SS = 10 w BEYOND - --- --- ----- -- - - _ NI 18' W I SEE SHEET Esc - le €-aNv45.3D- n sss I i i_ 4 1$ €:1NV 4116.13 - -- -- -- -- -- - - - - -- - -- ._ - - -- - a2 N INV -405 6 " - -- - - -- - -- - -_ -- -- --- - -- - - - - -- -- - - -- _ - - -- -- - - - - - -- - -- - - - ----------------- ----------------------------- .._� r:.:..0 --------------------------------- 15 = 12 N= INV = 406.66 = = _ _ =s w = 415 _ EXISTING GROUND @ ROAD _ _ _ ;aOT EST w 1 _ = W I I = = = I _ EXST 12 F a I L - - -- - UNK 063 30 05.6 J _ _ - _ = I - S °. SSS - _ - - - 4 1 _ _ _ - _ _ _ _ _ 1 1 ----- -_ -- - - ---- - - - - --, -P 410 _ ! _ = T - TOP OF= - 410 9 i I 1 € i PIPE Q7_7t _ - _ - -- _ -- - ------ -- --- - -- _l- _ _ - _ _ _ _ _ SSMH - - - - - - -- - -- - - _ - _- - _ __ __- - ______- _4,____ ____ __ _. ___ 405 = I = _ - - - _ - - _- - '_� _ _ _ 7 sJ 405 }7 II EX 8 27 LF 18 DI - s1,Ir, 192 LF 18" CPE I = ® O.27% 36 LF 18 CPE T 78 LF 18° CPEP;I - =17 LF 12' CPEP 81 LF_12° CPE _ @t 0.28% _ _ -- _ _ . -- --- - -- - --- --- - -- - - -- - -- @- _ 0.28 %. - ® 0.24% ®71 7q ®2 96� 400 RELOCATE EXIST _ - _ - -------- - --- -- -- - - - -------------------------------------------------------------- --- - - - - -- ----------------------------------------- - -- - - -- -- --- - -- ---- 6' W: SEE DETAIL = RELOCATE EXIST 8" W SEE DETAIL: - - - - 400 - - �. DT> -4 -- - - - - -- - - - - -- -- - - ---------------- --------- --------- -------------- ----------------------------------------------- ._... --------------------------- -- - --....--------------------------- ------------- - - -- _ - - -- - - - - -- - - - -- - - - -- ------------------ J DD -2 *v lied PROFILE 3 S,F'riq SCALE: 1 " =20' -HORIZ RECOMMENDED 1 " =5' VERT FOR APPROVAL �, _28 a3 BY D S M \ 5.114 ��OliAt BY s CI I Y OF c F1lPIREC� 9-Zs -o flseeeCH2M HILL ET /ANACORTES AVE. N.E. MAY zoos T N.E. 10th STRE R. CHUNC RENT�N DETENTION POND AND STORM SYSTEM J. PRETS� IMPROVEMENT PROJECT o.�ciu CH2MHILL IMPROV �- t DIATUM -_erks Dept R. ADAMS ( Planning /Building /Public w p PLAN & PROFILE DR-6 N0: REVISION BY DATE APPR w 8 17 r. PunN � STORM SEWER TRUNK NE 10TH ST. SCANNED NAR-2 9 u" n , ; iJ - s 66 a� _ �.... _ _ m_ _ �=a_ � u , di