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HomeMy WebLinkAboutD-226608SEE DR -5 cm N D 111 WATER VALVE INFORMA11ON 10-*V MU EL= 410.63 PoM= 109.84 ,.. 1Ny RIM tij EL= 409.62 \ i J I � -qN i Esr � i i 1 i; i f � rn a TTOM- .16 \� N SEE 2 ' RIM 1 =x,0 , N E 1 0TH' ST I ' ; .. I , N •= 406.52. 12- TOP OF NUT = 407.44 OF PIPE= 405.65 [�Sf W = 406.39 12- PIPE. R91�f09S2 --T E 4oss4. 2- 9 s erv- 408.22. 6- \ ro aF�iu�r sue s1 8 ^ 8IX � sw IE 4oa.9 - aryls uNXNOMm 's I °s I - _ eor aE PrPE =cos 3 FSr 0 �r 1 1 ��6 ti i EE iTOOPrarr¢ si NOTE S i aF �4i 146 SEE DR-8 {3SD 2 - - - OS N Saar OF PPE=4072 Esr BOY EST SO - 2 -- -- - 6 - - r / Dtltf D.EV t 7 - - 12 - 4 OTHERS` CB -13_� I --1- -- -} ' r , w - - / 2 ' i �_ (avuv5 6 f 1 - - - -8s-B -NNE- - - - - iz _ I - -SS- - - - - - I� -- -- _ -' - ��'LTD 2 'LiNF J 23 +00 2 CB - 2 ti ! - -- \3 D { - -- �-- - -. -- - r f \8 RIM =4 52 B �P,4' 0 =- 4 0 9 ._ _ IUI.� ( RY1�41TOM 73.7�... r - .__ -__- t- I Ri�41Z47 CL aO1TOM /SED =409 OF =4 1 E5T 4 f:ONDUR S -7d� SSMH RIM =416.60 1 CONOU(I' E 5981 RW =41020 - - - '\ -- } \\ \ •••e b W BN =409.65. ,2- E.. CM- 4139. CH2M 10 ?0 e �'- gpT�bM 'j - - : - - - - , - CARNET ! W X78, tY PPE E RN- 409.65, 12- / I I.E. 407.70 8- E PK vnl CL ON= ,x4.80 N E ! 0TH ST. \ p ° - - L �-'". ' _ 5 NV 9.87. ,2- PIPE �F E 1312,3 4- -b E NV-408.84; SY PPE - I.E. 407.85 8- S t _ ' I W INV 10:,5. %PE . -_ •, �, `y f4 I \ v _ 2f. I.E- 407.65 8- W. - { - - ���111 E MN�410.17. 1 %PE -- - SSMH RM= 470.�� -_- _ iki -___ -.: \ - -. f, -. -- SD191 RY=71599 _... _ - - EL 416.25 SEE DR-7 - _I C= ,a4_,9ti i RIIA= 4 IN 4os 35 70 LE- 411.17 12" SEP- s `;° I WINV- + "1 'S TOP a-/HZO SFP.- 411.64 i 1 E g PUlS71C E INV =4m? -__ __ J'= ! S BOTTOM= 40124- �i i NORB, SSE (� i I + � 1Y CMP P= 411_11 I I 1. SEE NOTES 1 THROUGH 10 ----------- NOTES 2 REMOVE STOP StGN,, PROVIDE NTEMPORARY P I A A I 1 ABANDON EXISTING UTILITY 07 RELOCATE EXISTING SIDE SEWER IF CONFLICTING 22 LF 8' 14 LF 12" SIGN AND REPLACE AFTERiCONSTRUCTiON. 'PLAN V � Q DIP O 0.50% DIP 0 t_OOx 02 REMOVE EXISTING', UTILITY WiTH NEW STORM SEWER. SEE DETAILO N TYPE 1 SCALE 1 ° =20' Q RAIN STRUCTURE DD -1 3. PLACE 2'X2'X4' STRYRENE FOAM BETWEEN 3 CONNECT TO D B 19+13 15.4' R EL=409-52 SIYRENE'FOAM SHALL BE DOW 2 THH'FOAM 4 PLUG EXISTING STORM SEWER PIPE GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. 410 _ 12' S TNV- 406.80 H5- 45,OR- ARPROVED EQUAL _ - -_ . - -_._.. _ -. 5 UTILITY. TO BE. REMOVED- OR. .RELOACTED -BY- OTHERS SEE- RENTON: "STD. "PLAN F -36. 435 RIM EL- 409:51.,. _ - O CB 8'N IE= 406.40 4. CONTRACTOR TO POTHOLE EXIST ROOF EX 12-9D .� ©REMOVE AND RELOCATE UTILITY 09 REPLACE CURB AND SIDEWALKS AS NEEDED. B 21 +42, 226' LT B 22+74.9, 14.5. LT SEE RENTON STD ` PLANS. O DRAIN PIPE & LOCATE IF FOUND. CONNECT RIM EL= 410.45 RIM EL=4128 EXIST PIPE TO CB 115A & -ADJUST LOCATION - 12° SW' INV 405.8 405 410 415 12' E INV =409.5 _ _ _ o OF CB ACCORDINGLY. IF NOT - FOUND, DELETE DRAIN 430 _ a EST I z- euac PIPE _ IX ORNN INV UNKNOWN CB 15A AND PIPE CB 12 TYPE 248` s� 70w 21 LF t . 2.c INV UNKNOWN _ - 404-St BOrEsr 5.PROTEC. EXISTING LANDSCAPING AND REPLACE B 1$ +76, 10' LT 40531 O EL UNK - 37 LF 12° ®2 RIM EL= 409.84 IF DISTURBED. 405 1.0 =10. CPEP ®1.0% " 0 12° W INV= 406.39 (IXS>� CPEP ® _ _ 425 & RESTORE EXISTING MONUMENT AS REQUIRED. CB /�17 TYPE 248° 18° SE INV= 406.26 10w SEE SHEET 9 Ii DPAN BOT 12" N INV= 406.52 (EXST) 4072 LOCATION 12° S INV= 406.30 UNKOWN i C6 11 TYPE 2 72' >- CB. 14 TYPE' 2 48° 405` BOT EST CB #16, TYPE 2 54° - - 420 CB 13 TYPE 248° B 20+95,_,3.1' LT _ B 21 +31, 3.5' LT U SEE- T i 420 RIM EL=410155 RIM EL= 410.95 CB 15. TYPE 248' aw I B 19 +02, 4.3' LT 30' N IW= 405.30 18° E INV- 405.40 RIM F1= 470.70 SEE SHEET 9 4-G BUT EST ,otir BEYOND i 18° W 1NV= 406.13 18' W INV=405.60 18 °.W INV= 405.40 a U n 18' E INV=405.30 12` N INV -405.6 - - " I r 415 18' E INV=406.13 wrrp - E 1- _ - j,- i 41.5... WIN 12 INV =40 . DOT EST w c yy svr 8° S IE 40629 sss EXISTING GROUND ®ROAD c 406:3 I I I C i EXST 12 _ - Bor ESf T �'- - Ti I POTHOLED } 410 - - - - -- -� -- - - - -'- L tt TOP OF O 405.s 410 i I I PIPE 407.71 _ - -�_ - -- o I 0 0 - - -_ - -- - -- J -- -- - - - - -- _ ___ ,OS I -- I - EXa-s 405 ' 27 LF 18' D! Ex s' sJ �cp� Es' a;• s nM :92 LF 18° CP I 17$ LF 18' CPEP III I 17 LF 12' eP 81 LF 12' CP 0.277 i 0 0.28 I @ ® 0.24% - _ ®11 J% 400 RELOCATE EXISi I 400 6' W_ SEE DETAIL RELOCATE EXIST I 8' W SEE DETAIL DD- 2 9 DD -2 a PROFILE SCALE: 1"=20' HORIZ . .. RECOMMENDED Rev i se d IQ. 2 V - V 3 Z c., FOR APPROVAL ISY ter, Fs 'CH2M HILL �. R. CHUNC �e 1'=20' ..s'T., CITY OF N'E.10th STREET /ANACORTES AVE. N.E. DETENTION POND AND STORM SYSTEM t MAr 2003 °°" �. PREfS ,Em, .J< REN TON: IMPRO�/EMENT PROJECT CH2MHILL ADDED CB -13B AND 22 LF DI PIPE. DiYC 1 -28 -03 RS amm R ADAMS Da►� Planni &7ildn Public works t �� e/ �P PLAN &PROFILE DR -6 NO. REVISION BY DATE APPR x"'�. pLATIN,amv STORM SEWER TRUNK NE 10TH ST. '°� - SCANNED MAR 2 9 zoau C /� - �z,L { ���� ; ]DI- 1212 IT ROLL ` u, I i '