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HomeMy WebLinkAboutR-435430LO Ict C) i 0 w SEE STRUCTURAL PLANS V1.1-V3.2 72'x34'x7' TOP OF ROOF 538.21 550 ......... ........................................ .......... .......... .......... CEILING ....... ..................................................:..........:..........:TOP . .................................... OF RISER EL 536.50 ....... . .. ... 18 LF 8" SD @ 2.0% : » 8 WATER ::........ i ...... BTM OF VAULT 529.80 ::: ... EX GRADE :: ::::::::::UNDERSIDE OF SLAB 528.80 ...... , ......::........ 6" MIN CLEAR W / ..... ........ ........ ....... . ....... -:- _ _ _ .. _... :: ETHAFOAM BLOCK .... € € _ € € ::::: ::::::::::: :::::::: :::::::: ::::::: 5 :. ............... .. €. . . . . . . . ..........°. . .€ . . . . . . . . . .. . . . . . . :...................�T€::::::::::€::::::::: . . .. . � . . . .�. ........::.... . . . . 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RIM ... . ........ ........ .. €:.:IE 537.82 (12 S} IN:.. .. . ...... ............................................... ..... ..............................................�................................................�............................................................................................�................................................�................................................�................................................�.............lE..:.5:39.00.....6.......W .. ........ ... I� 539:34 8 W IN :( ) ........ ........ ........ » ... ... ) ...:.IIV...:................'................... �......................... ....... .......................................... 530 :::::: ::::: :: ::::.....°.... I.E.539>01 (12" N) OUT.°..........°..........°..........°...IE :5:37.82 :(12": EVE): OUT :: :: . :::::: 8" SEWER:::::::::::::::::::::::::::::::.......................... :: :::: ....... ........ ................... :SDt21 :CB TYPE 1::::::::::.................... ........................................:............. € .......... € ......:::: .............. € ::::.14 LF 12" S D @ 41.5% .:............. . .......................................................................................1...................................................................................................... ........W €VANED GRATE.................................................................. ................................................ ................................................ ................................................ ................................................ . . . . . ' ......... i........ 525 ..i........ STA:-70+33.24,- 0.Ob..........€..........i..........i..........i..........€ €........ € € € ................ . . . ........ € ........ 543.82 ................. 1E 539.71 (g»_ SW): €IN:::::::: € :::::::: € :::::::: € ......... ......... € .......... € .......:: :::::::: ...... . :.......:It 539.71- (8 W} Ik................... :.......... :.......... :.......... :.......... ......... ................ . 539........ (BUT ......... ......... '............................. ........ :::::: :::::::IE ....... :::::::: :::::::: 520 SD2a CB :TYPE t....:....:....:....:....:....:....:....: °:............................ .......................................... .......................................... .......................................... ........ .......................................... ........ .............................................................................................................................. ........ ........ ........ .................................... ...... . INS: VANED :GRATE:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :::::::: :::::: STA.:7:0+ 15.00, : 0 00.......:: € ::::::::: € :::::::: .:. .:. € :::::::: € :::::::: .:. € :::::::: .:. € :::::::: € :::::::: :::::::: ::::: : RIM- 543.90........................:..........:..........:..........:..........:................... :. ................ . 1E:540.08:(8":E):OUT ........ ....... .......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... :::::::..::::::::..::::::::..::::::::..::::::::.............................. 515 O co . . . 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W . . . . . . 14 tom...... . 70+00 71+00 72+00 STORM DRAINAGE PROFILE: SD#20 TO DETENTION VAULT #1 SCALE: HORIZ. 1 "=20' VERT. 1 "=5' 72+37 ::: :::CONNECT TO EX CB: : : : :::: ::: : : : :::::::: : : :::::::: : ::::::::: :::::::: : : : : : : :::::::: :::::::::::::.: . . . . . . . . .. . . '. 22 . . . . ; . . . . . . .:. . . . . . . LF 12" DI SD @ 1.8%............................................................................ . . .. . . . . . . . . .. . . . . . . . . .. . . . . . . . . .. . . . . . . . . .. . . . . . . . . .. . . . . . . . . .. . . . . . . ::::::::::::::::::::::::..................::::::::EX 20 LF 12" SD @ 1.7% :::: 550 .... FINISH GRADE........................................................................:..... 550 ........... :.............. ................:. .......................................................... :..........:................................. ......................................... ....... ----------....... EX GRADE .... EX 12" CULVERT :... ... ................................................ ..........: .. OUTLET :: ::::::: :.. :..;000.. 16 LF 12" DI SD @ 2.5% :: IE 542.26 545 .. ..... .. ..... .. ......................................>.................................................>........................................... :: 128 : LF: 1 �" Q1 SD >..................................... @: 2.:49;::.:TIV :::::::...: _ - ::::::::::: ..................>... ::. :: ... 545 ... .......... : .. ... ........ 80#28 CB TYPE :1:::::::::... .... ....... ::: :..... :::.. .. ....... W/: SOLID LID ........ ......... .. EX WATER SERVICE . ,.... .:.... ..... EX POWER ......... -.... . 5� :: ..... ... STA. 80+35.31, 0.00' . ...... €.... . . . . . . €.. . ...... ..... : . . . . . . . .. ::: ..... . :: .. :. :: ...... ' 5� .................................>...................:.... ..... ... .........:. ...... ,6 ........................................................ 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STA. 81+62.83, 0.00. .......... ..... . . .... . . . . . . 535 :::::::: ::: » ......: ........ ..... .: ..RIM 545.46€................ „ :: ..... ...... 535 ..............................8 WATER UNDER...........................................>.................................................>...............................................>.........}E....543:10....(.1.2.......D1....N.) IN............................................................................................................................................ ........ ::::: STORM (3.0' COVER) ::::::: ........ .... :: €:: IIE. 543.1A. (�.2» :Dl :E) :OUT ::::::: :: . ..... :::: : . . . . . . . . „ 6 MIN CLEAR W/ . . . . . . . . . . . . . . . . . . . . . . . :. . . . . . . . . . .. . . . . . . . . . . . . . ETHAFOAM BLOCK :. :. 9 LF 12" DI SD C� 1.1 % SD#31 CB TYPE I :::::::: :: : . . . ::::: : : . . . .....::........::......: ........ :::::. :::::. ...... SDW ........ CB TYPE 1...... :: :: .. 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(12'' .DI 1N).QUT:......::........:.............. .................... .................... . 525 ....................:..........:..........:..........:..... ... . ... ... ...................... 525 .... ....a�.� ... . . . ....�.�. . . . .Ln ......�.� � . . . . . ... �. ....... . . . ... .........rl) n �. ........ 00 . . . . .�0 ..� I� o � �� r �Lj L. . r0 . . . . . .00. . . ......... :: : : � : : : .o� : : : : : : 00 . () o0 . . . . . . : : :(D CD . . . . . . : . . . . . -t00 LLI LL. . . . . . . . LC) Ln . . . . . . . LC) Ln . . . . . . . Ln Ln . . . . . . . LC) Ln . . . . . . . LC) . Ln . . . . . . . LC) Ln . . . . . . . LC) Ln . . . . . . . LC) Ln . . . . . . . L o Ln . . . . . . . LL- ........................................................................................:................ . . . . .c� b . . . . . . . . . . . . . . . . .0' . . . .w b . . . . . . .0 0. . . . . . I.J. . . . . . . .w !� . . . . . . .c� C.2 . . .Lla . . . . . .0 .w -0. . .� . . . . . . .0- -0 .W I� .CD . . . . . . .w .0 . . . . . .:C� 0 . . . I� . . . . . . . . . . . . . . . . .0 . . . . . . . . I� . . . . . . .ca . . . . . .w . . . . . . CD . . . . . . w 80+00 81+00 82+00 82+15 STORM DRAINAGE PROFILE: 158TH AVE SE CULVERT SCALE: HORIZ. 1 "=20' VERT. 1 "=5' VERTICAL DATUM: 75+00 76+00 76+23 STORM DRAINAGE PROFILE: SD#23 TO SD#21 'TI 1 I SCALE: HORIZ. 1 "=20' VERT. 1 "=5' ��1 0 S1 535 STORM DRAINAGE PROFILE: SD#33 TO SD#15 SCALE: HORIZ. 1 "=20' VERT. 1 "=5' .+� .+� 1TCUJ T ARCHITLCTURE + PLANNING + DESIGN 6211 ROOSEVELT WAY NORTHEAST SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 1932 First Ave Suite 500 I 1 Seattle, WA 981 0 p 206.725.1211 Imm f. 206.973.5344 engineering pllc www.lpdengine ric. m �' Co T C) �. SF O �-G of was�L LO c h L VJ Z - - U PERMIT RESUBMITTAL No. IDescription 6 ICity Comments Project Title: Sheet Title: Scale: Project No. Date : 0 0 J r m � O Z W -V ~ Q ZJ Qa o Z w W a' z W Z o - w -a DRAINAGE PROFILES As indicated 21-12 08/21/2025 Sheet Number: 00 0 C) 0 C) i N n �M t' J C) C) O N Q Z) J Date: 8/21 /2025 z O z LU Of NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY 20 0 10 20 40 CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A. Scale 1In=20' R-435430 Cm215