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R-411018
C V- V- I C 1 i ri v 465 465 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------:........................ -------------------......------................... - . . . . 460 EX GRADE 460 :.......................:................................-..-..-.�.-............................................................................................................ ..................... ................ ................... ..................... ..................... ....-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------.... ....-------------------------------------------------------------------------------------------------------------------------------- �.� : I : I -�:� / :- _ _ _ _ : ;. -I--�- ------ - ----- :EXCBIYPEII-48"---------------=-- --- -- I : I - --- ----_ 7---�-� ' PROPOSED GRADE I : I : R1M=460.73 I i : 1E=453.80 6" PVC(IN)E ,� GAS X'ING : _ - � 455 I I 1E=451.69 15 P�C(QUT)E • 455 I : I : C8 TYPE 11 \ I .....................I...:..I....................... ................... ..................... ..................... ..................... .......... .................... .............. --------------- ------. ------. -------------------- -------------------- -------------------- -------------------- -------------------- . ----------- -------------------- --------- ------------------... ....---------------- -------------------- -------------------- ......-------------- : IN : i 0 i : : : : : 4" WATER : 8" STORM X'ING X' G I I 3" WATER X'INGJ IE=455.54' 6" WATER X'ING = - - _ _ - _ - IE-452.44 I 69�LF 15" PVC IE=454.74' - - - _U_IJJJ///��� _ _ ° IE=454.51 _ : @z�@%-2.2/° 8" WATER X'ING - - - - - - - - - - - - - �U 450 i i :179 IE=450.83------- -- ------------------------------------ 450 I:I :........................................................................................................................................................................................ ..... ..................... ..................... ....---------------- / : : : : : : VC @ 9°f�1.7% S"-SEWER-X'ING 1 EWER X ING LF 15.p. ;. L_J : 2' 5 BOTTaM=450.93 IE= 1.15 �:12"SEWERX'ING 146 LF 15" PVC @ 4-6%1,1% (ASSUMED) = = IE=449.60 48 LF 15" PVC @-1.3% :(ASSUMED) 445 445 :. 14 7 LF MWS-L-8-16-V-UG-HC : : MODULAR WETLAND SYSTEM FOR WATER QUAILTY TREATMENT 440 :SEE DETAIL 10 # 62 CB TYPE II - 60" : : : 440 C210. _ :1 :........................................................................................................................................................................................................................................... ....... ..................---.--- ,.,1 RIM: 45939 459 58 .: :. 5 15"(IN)N -48" - : 5 15"(IN) - IE E 44 .58 = # 46 CB TYPE II -= IE- - W 446154 : RIM'�455.58 # 16 CB TYPE II - 48" IE 6.45 15"(OUT)E 446.54 : IE= 9915"(IN)W 444.87 RIM 8 455.38 ;I : IE=444.9915"(OUT)SE 444.87 IE -4443415"(IN)NW 444.26 435 :I W/ SOLID LOCKING LID IE=-#�3415"(OUT)S 444.13 :............................................................................. W/ SOLID LOCKING LID # 15CB TYPE II - 60" 435 R1M456:04 -- :I IE=41.9�15"(IN)N 441 5 Sto r'm Profile I :1 IE= �8"(IN)S 449.4 :I IE=4.39.06 8"(IN)W : V:1 =5 , H:1 =20 _1 IE=4:93.06 EX 15" (OUT) E �� W/ SOLID LOCKING LID - ................................................................................................................................................................................................................................................................................................................................................................................................... .......................... ........................................................................................................ .......................... .......................... .......................... .......................... .......................... :......................... -----------------------------------------------------------------------------------------------------------.--------------------------------------.. :� --CONf�ECfiTO-EX- -�- 10+00 11 +00 - - - -12+00 - - - - - - - - - - - - - j 13+00 14+00 15+00 STORM MAIN 16+00 1 16+40 ___----- ------ 1 465 �---- 465 1 ......................................................................................................I.................................................... 460 460 1 l.................................................................................................................................. 1 1. PROPOSED GRADE I: 460 is 460 470 470 470 470 .................................................................................................:...............................................::........................:.................................................. . : . wt===== ............. .................. ........ ..................... ..................... ___-rr� -- --- 1 r:EX GRADE I 455 ; : 455: :465 : PRQPQSE°:GRADE 465 : :465 465 : 1 : ................................................:..............I......I.....:...............................................:.......................::........................:........................:.......................:.................------ _ ----------------- ----------------------- _ . : : : EX GRADE PROPOSED .......EX.. DE.... ..................... .................. 1 I : 8 LF : : : GRADE 8 1 ----__-�-- GRADE PVC@1.1% I . �\ _ \ 1 : - I I ---_ I I I 4 4 460 = 46 4 50 50 -460- = 0 60 I I 445 445 : I # 79 SDCO R I M--461.7 461.76 Q 1 : 445 : CONNECT TO EX SDMH : 26 LF 15" 445: :455 8 IE_458.95 6i'(IN}RFNE 455: :455 455 :.......................:.. ...........:.......................:........................::.......................:........................:........................:..................---- IE-.458.95------------.------. .... ............. PVC @-1-g% 6.(-QUT�W # 11•EB•TYPE•1• O # 36:CB TYPE II - 54 IE=446.7? 15"(0[xT)SVr! 440 . 440 : : 0.7% y : RIM=$fr21-2462.14 RIM 1-456.1.6------: --- : : : 36 F 6 PV 8-6`f6 458 26 IE-56-G�8" INN 50.-458.35 8°(OUT IE- )E IE=451.42 8"(IN)E 4 68 # 55 CB HYPE II - 48" I :-SDUHRIY= .# 62 CB TYPE II ' 60 8'9°/ W/ VANED GRATE :R/M=458.01' : . RIM- 459.58 1 SEE DETAIE : 1 IE=451.42 8"(IN)W : RIM=456-�0 456.25 I :lE(N) 15'CONC=446.71.' : IE=446 4r15"(INjNE446.5440 450 1 450 450 _ 450 " 1 " `i - IE 3 8 IN W 443.05 . C213 IE-"6T8 OUT 44 .63 440 ( ) S 8 :lE(S) 15'CONC=446.7F................................................. IE--.#fr s•15"(INJW 4.... 4............::.............................................. ..................... .......... I.....----- ----- ............. .`�.............. 1 ...... . IE'#�8-5 8" INN 448.71 :.........................YE(W) ' 72 CUNC=446.9U _ I : : IE515"(OUT)E446.54 I -8"(OUT)E442.9-1----J-- : : : : : : : : W/VAN GRATE Storm Profile 3 1 Storm Profile 4 1 : 1 ED 1 1 Sto rl'1'1 Profile 6 I V:1 "=5', H:1 "=20' 1 V:1 "=5', H:1 "=20' I : \ 1 : : : : : : - - - V.1 "=5', H:1 "=20' \ : 1 I ..............................................................................................................................................................................................................:.......................................1..... =................................................................................. ................. . �.. : : \ : : : 0+00 0+80 10+00 � 11 +00 10+00 1 10+60------------------------------------------------------------------------��------------------...... 1 10+00 \\ 10+60 1 1 \ I 470 1 470 J 460 \� 1460 ----------------J.....--------------------------------------------------------------------- •------------------------------------------------------------------------. -------------------------------------------------. •--------------------------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------- - :I - f C I - - � - - : PROPOSED GRADE 1 :I - I 1 465 I 1 465 :455 . 1455 :I :........................:........................:........................:.......................:........................:........................:........................:........................:...................... ..................... ..................... ..................... ..................... ................... ..................... ...------------------------------------- ------------------. --------------------------------------------------------------- .-------------------------- ....---------------- ----- ------ .. GRADE .---------------------------------------- --- : : : : : : : - - - - - - I 1 :E _ _ _ PROFOSED GRADE EX GRADE i 1 _ - - - - _ _ _ - - ____ GAS X ING- 1 q 460 _ ___, ------------- �___ _------------------------- ----____--- 460 450 0 ��FB 50 .......................:.........-..........-................................................. :..................... _ ..... ..................... ....................----------------------------------------------------. . .:1111, ° = =----- :---------- ----- --- . 48 LF 8" Dl @ 4.9� 1.2% �..... C @ :33 - - - - 902HD CULTEC Q 89� LF 8" pl @/° 1.1% 1•p% _ _ CHAMBER DETENTION :32 LF 8" CPEP @ 4-�/� 53 LF 8"CPEP 2.1 % SYSTEM. SEE SHEET 36 . rl @� 86 LF 12" PVC @ 1.0% - �FB, pl/ . ' S GF 8" CPEP Q _ 0 - - - - C251 FOR DETAILS - C �� ° - - - 455 %� @2.4% EX 12" SD J 455: :445 3, 45 :.............................................................................................:........................:.......................:........................................... ............... ..................... ...... ........... ..................... ..............--.... ................ .....................---------- ------------------------------------------------------------ . ----------.------------------.-------------------- --------------------------------------------------------- .................. EX 8" WATER X'ING : IE=456.74 # 32 CB TYPE I : # 73 CB TYPE I MWS-L-6.33-V-UG RIM=#69�3460.83 # 8 CB TYPE I RIM=466�4460.45 : # 60 CB TYPE 11- 54" MODUE_ AR WETLAND 54 LF = # 61B TYPE I : IE=458 69 8"(IN)fW 458.07 RIM=46�6�459.91 : IE=#5638" INN 456.30 -� : : EI �8 45$.466IDIRECTIONAL 8 PVC@ 0 ( ) # 7 CB TYPE II - 48 - # 9 CB TYPE II = 48" - 50.45 8"N (BIDIRECTIONAL) SYSTEM FOR WATER 450 RIM=62-68 462.77 IE=458-69 8"(OUT)E 457.97 IE 2 8"(IN)W 456.66 IEfi �8"(IN)E 456.30 : RIM61-�1-461.43 : QUAILY TREATMENT : 4 �% IE=8-5�8"(OUT)SE 45$.65 WI VANED GRATE IE=-562 8"(IN)NW:456.76 : RIM�455.99 450 440 IEE8"(OUT)E 450.39 40 : - - 455.75 IE-98 IN N IE- T 4 SEE DETAIL 4562 8 OU S 56 30 - 8 O :.......................................................................:................................................:..................................................................:.....................................................(......)......................................:................ = WI VANED GRATE :SEE DETAIL 2: : IE-8"(OUT)S456.64 IE=#55 76"(IN)E 45.75 1E- ~1Fr8" JN W-453:93 FLOW CONTRt�L STRUCTURE WI VANED GRATE : LID :=45&3.3�12 (IN)N 453.97 WI SOLID LOCKING � SEE DETAIL C� WT- : : : : I VANED GRATE : SEE DETAIL %2 IE 12"(OUT)S:455.75 _ IE=464.93-12" QUT SE 453.97 : SEE DETAIL C� # 56 CB TYPE I SEE DETAIL 2 C213 W) VANED GRATE : ( ) RIM�4J9$r459.95 : C� _ W/ SOLID LOCKING LID 18 LF 8" ° C�i # 55 45 TYPE II - 48" IE=4 88 8"(OUT)SE 457.75 �� PVC @:0.0% RIM=4.73 8 (IN)W IE3 8 (IN)W 443.05 - 445 Wl1/ANED GRATE : 445 : : 43 5 # 21 CB TYPE II - 48" IE=448398"(IN)N 448.71 : 35 #15CBTYPE11=60 .......................:........................:........................:...............................................:......................................�.......:........................:........................:........................:........................................................................................................................... ..................... ..................... ..................... ..................... ..................... ..................... ..................... .... .............. ..................... ..................... ...... IR .. ..................... .................. S DETAIL - -$ glp WI VANE RATE 44291 _^1541N N SEE D L( 1 : : RIM 04 - : RIM _ 4 f:::� J, N c� IE=450. (- IRECTIONALWS D:G : IE= ( ) 441.85 Storm Profile 2 Storm Profile 5 IE=450.45 8"{#PdjN(BIDIRECTIOfAL)W : IE=459-�8"(IN)S 449.49 IE=450.45 8"(1N) - N IE=439.06 8"(IN)W 440.67 V:1 "=5', H:1 "=20' V:1 "=5', H:1 "=20' IE 8" (PUT-)S(IN)E 450.42 : IE=439.06 EX 15° (OUT) E W/ SOLID LOCKING LID - - . : IE=493.06 EX 15 (OUT E -----------------------------------------------------------------------------------.---)--------------- . 10+00 11 +00 12+00 13+00 13+60 1 0+00 1 1 +00 C SOLID LOCKING LID 1 1 +80 CONNECT TO EX STORM MAIN COPYRIGHT O 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. Z O �-- p 0 "O U0�Z o D 0 > N O�U Ill- VJ U ^ W O� --, O� O Z o O U COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KN K DRAWN BY: • REVISIONS: JAS NO. DESCRIPTION DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. ARCHITECTS boy II J 10801 Main Street, #110 1 Bellevue,WA 98004 1904 Third Avenue, #330 1 Seattle, WA 98101 BaylisArchitects.com 1 (425) 454 0566 DRAINAGE PROFILES Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) R-411018 C240