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B:\washington\Everett\soundview\2drawings\EVSV-122G.dwg Sep 26, 2022 - 12:22pm <br /> NE AND SE 1/4, NE 1/4, SECTION 03, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M. <br /> SEE SHEET C-2.11 FOR CONTINUATION <br /> GSII m" A <br /> 28 TYP II N, # ' <br /> N:348640.51 z <br /> n <br /> I E:1285184.27 o <br /> N <br /> RIM = 344.26 7 <br /> ` w <br /> 24" IF 331 97 <br /> I 24" IF 331.97 104 LF 12" 0 15 30 60 <br /> CPEP @ 1.80% <br /> 81 LF 24" "' = SCALE: 1 INCH=30 FEET <br /> � BUILDING A CRIER @ 0.50% 1 <br /> CB #29 TYPE II <br /> 1 348559.29 <br /> 663 LF 12" CPEP TIGHTLINE (A SOUTH) E:1285182.05 / <br /> 26 <br /> CONNECT TO ROOF DRAINS FF�_/'(� RIM = 332.37 O LEGEND o \ <br /> I ADD SDCO AT CORNERS 346 24" IE 332.37 ,� CB #61 TYPE-/I <br /> RIM TO GRADE CB #33 TYPE II 24' IE 332.37 W/ SOLID LID G STORM DRAIN PIPE (CPEP) IO m o <br /> Z 11 PER COE STANDARD DETAIL 610 & 6 0 0 0 0 0 <br /> W/ SOLID LID -' "x" N:348549 22 � ( ) <br /> N:348415.97 81 LF 24" E:1285250.88 TRENCH DRAIN (ZURN Z886 OR <br /> 612 LF 12" CPEP TIGHTLINE A EAST CPEP @ 0.50%_ RIM 35.8.46 0 <br /> I ( ) M APPROVED EQUAL) <br /> y RIM = 343.47 CB #34 TYPE CONNECT TO ROOF DRAINS M I N:348486.94 TRENCH DRAIN ADD SDCO AT CORNERS 12 IF 353.97 IE AREA DRAIN (12" NYLOPLAST OR <br /> 18" ' CB #30 TYPE II <br /> IE 335.19 E:1284868.83 RIM TO GRADE N,348478.07 ,� G APPROVED EQUAL) <br /> 4 <br /> 24 I " IE 334.69 RIM = 341.90 w E,1285179.83 ,� I STORM DRAIN CLEANOUT (PER COE <br /> , 12" IF 338.90 RIM = 344.26 �, STANDARD DETAIL 604, MARK "STORM") o <br /> 24" IE 332.78 M`O - <br /> 24" IE 332.78 �^> ■ CATCH BASIN, TYPE 1 0 o <br /> .�342 71 LF 24" (PER COE STANDARD DETAIL 402) M d O <br /> ' � ?� � o <br /> CPEP.@ 0.50% ^S° ROOF DRAIN DOWNSPOUT <br /> 'C6 #31 TYPE II ML- <br /> 6"-12" ROOF DRAIN PIPE (CPEP) <br /> 71 LF 12" IN:348407.47 <br /> / iCRIER @ 4.52% E:1285177.90 ® ®®® CATCH BASIN, TYPE 2 <br /> / RIM = 344.42 m (PER COE STANDARD DETAIL 404) <br /> ' 24 IE 333.13- <br /> 24" IE 333.13 DETENTION VAULT c\.o <br /> Y <br /> \ / <br /> 3a3 254 LF 12" • VAULT ACCESS RISER Y m } <br /> \ / ^v <br /> / 209 LF 18" I I � CPEP @ 14.44%-- I -aoi- PROPOSED CONTOUR � <br /> CPEP @ 0.50%x11 263 LF 24" <br /> CPEP @ 0.50% EXISTING CONTOUR <br /> h <br /> n <br /> CB <br /> TYPE <br /> III FOOTING DRAIN <br /> CB #39 TYPE I.; # - <br /> N:348332.08 344 49 L 4" <br /> z E:1284675.17 CB #40 TYPE I E:1285129.36 CP @ 0% 1LL7 <br /> O RIM = 360.00 N 348327.36 CB #41 TYPE I RIM = 343.00 - NOTE <br /> 12" IE 357.00 `, E:1284848.06 N:348312.54 24' IE 333.38 "x^o 1. SOLID LID MANHOLES PER COE o A <br /> RIM - 370.00 E.1284987.77 24" IE 333.38 STANDARD DETAIL 410. 5 y <br /> Q � - RIM = 380.00 � 2. SDCO TO BE INSTALLED WITH <br /> 362 365 12' E 367.00 -- - <br /> N IE 377.00 7� I SOLID LOCKING LIDS. <br /> 12' IE 367.00 n <br /> Z 12" IE 377.00 ro� <br /> i-- 357 358 359 360 <br /> z 363 364 366 CB 43 TYPE I A es 4,821 c,` <br /> 361 y p RaIONAL <br /> 67 368 "�•o # sfONAL� .�3,1� <br /> 369 5 <br /> Q 370 37t CB 51 TYPE ^ <br /> 372 # e --N:348265E:1285215..189 <br /> 373 37a 375 CB #42 TYPE I W/ SOLID LID e RIM - 398.00 <br /> 376 377 N:348295.48 N:348261.03 0°j <br /> 173 LF 12" 378 379 12" IE 395.00 I <br /> 380 E:1285117.71 E:127375.20 <br /> CPEP @ 5.78% Sat 12" IE 395.00 <br /> O 140 LF 12" 382 383 38a RIM = 387.00 RIM = 395.62 ,,a <br /> LL M ,� 270 LF 12" o / / ^ CPEP @ 7.125, 385 366 387 12" IE 387.00 12" IF 39264/ya CB #62 TYPE <br /> JM1Q CPEP @ 5.82%^� ^� M n ,� „o ^ti M / / 388 389 39012 IE 387.00 12" IE 392.64 3 W/ SOLID LID J <br /> r <br /> "'miall1lal �' " " ^ h 13 391 392 N:348295.47 - E <br /> (V '� M ^^ ^m CPEP @F 72" 393 103 LF 12"' E:1285246.63 - - rn ro <br /> 297 LF 12" / /. 7.63% CPEP @ 7.79% RIM = 393.62 U N N c <br /> U CPEP @ 7.769, ti 12" IE 390.62 N N m <br /> CB #50 TYPE 1-391 390 <br /> " M w m 12" IE 390.62 - � <br /> W SOLID LID _ <br /> LLI <br /> W l9R 395 394- / <br /> ,97 N:348298.23 "' '' 85 LF 12" <br /> �' °' < CPEP @ 6.06% - w <br /> W aoo 309 39e E:1284880.15 �' h <br /> 04 ao3 a02 401 RIM = 372.56 �� ,v 89 LF 12" -bci <br /> 12' IE 369.56 ^x°' --__CPEP @ 7.85% <br /> 12" IF 369.56 cAF� ------ <br /> W CB #52 TYPE L <br /> Lu @9� W/ SOLID LID <br /> N:348215.98 o <br /> 85 LF 12" 85 LF <br /> 1 -- °g --E:1285225.26 w <br /> CPEP @ 0.51% D.I. @ 0.50% 85 LF 83 LF 12" q01 RIM = 402.25 ro m <br /> D.I. @ 0.500%% CPEP @ 0.50% 62 LF 12" a 12" IE 399.27 d 3 <br /> CPEP @ 0.50% -12" IE 399.27 I oy M <br /> q03 CB #63 TYPE II <br /> aoa W/ SOLID LID <br /> N:348211.18 m a <br /> E:1285239.30 ' - <br /> 405 RIM = 402.98 <br /> _ 12" IE 395.75 <br /> E 406 12" IF 395.75 <br /> a CB #74 TYPE I CB #75 TYPE I <br /> N IN 3411221.37 N:348219.29 CB #76 TYPE I CB #44 TYPE I <br /> c� N:348217.17 CB #107 TYPE CB 106 TYPE I CB 105 TYPE am N:348187.43 <br /> 8 1 E:12- 422.2 - # # E 1285259.63 <br /> RIM = 422.69 -RIM = 422.20 1348215.04 - - _ CB 104 TYPE I <br /> �� E�1284779.48 - ,- - N:348212.92 # CB 103 TYPE II <br /> 9 - RIM = 422.20 E:1284864.46 E:1284949.43 - N:348208.71 N:348198.14 RIM - 405.00 <br /> N.348210.79 <br /> 12" IE 418.79 E.1 = 422.20 <br /> 12" IE 419.22 ,RIM = 422.20 ------__RIM = 422.20 RIM = 422.20 E.1285117.54 E:1285178.36 aos 12" IE 402.00 J <br /> 2" IF 418.37 12" IF 418.79 12" IE 418.85 RIM - 422.44 O <br /> 12" IE 419.28 - 12" IE 40200 <br /> 12" IE 419.70 � RIM = 422.35�- <br /> --- 12" IE 418.44 12" IF 418.13 <br /> 1 <br /> w <br /> 12" IF 419.28 12 IE 418.85� ao9 0 <br /> m 12" IE 418.44 12" IF 418.13 131 LF 12" <br /> 6-79 LF 12" CPEP TIGHTLINE (B WEST)' `, uj <br /> CPEP @ 7.61% <br /> [RA-INS <br /> LINE (B WEST) BUILDI G g ADD SDT TO ROOF DRAINS 72 LF 1-2" 410 W Z \J ADD SDCO AT CORNERS CPEP @ 0.50% <br /> RS RIM TO GRADE 161 LF 8 CPEP TIGHTLINE (B EAST) 1- w Q = Q <br /> CONNECT TO ROOF DRAINS an U) <br /> ADD SDCO AT CORNERS CB IN:3 TYPE II = Q Z <br /> FFE=424 E:128 18811 412 218 LF 12" w � J. <br /> Q N I RIM TO GRADE - - <br /> RIM - 422.20 CPEP @ 1.30% (] Ch <br /> >I - 12' IE 417.77 - O ^ <br /> 521 LF 12" CPEP TIGHTLINE (B EAST)-- � p <br /> cn ING B WEST P❑C 413 - <br /> > - CB #67 TYPE I CONNECT TO ROOF DRAINS - - O W <br /> SF ROOF RUNOFF N:348033.24 ADD SDCO AT CORNERS 12" IE 417.77 LO p) m <br /> BUILD a) - --- _ 234 LF 12" VAULT AND WALL STRUCTURAL L0 W <br /> E.1284954.19 RIM TO GRADE SDCO CPEP @ 6.10% 41a <br /> 1.4.42 1 CB ,1 TYPE RIM = 419.90 BUILDING B EAST P❑C 90 LF 12" I CB 45 TYPE I W <br /> N:34'038.7z 47,025 SP ROOF RUNOFF CRIER @ 0.50% _ \\ # PLANS AND CALCULATIONS ARE m O <br /> 613.42 _ ' E:1284735.26 12' IE 416 90 CB 101 TYPE II N:348059.68 <br /> TRENCH DRAIN _"-- (55.62'% BUILD-B) # 415 <br /> 419.50 / RIM = 420.00 - TRENCH DRAIN - N 347992.31 N:348036.95 I- -E:1285290.70 PART OF SEPARATE BUILDING <br /> 3 12" IE 416.90 E 1285112'6. E.1285185.86 RIM = 415.00 <br /> RIM: 423.69 RIM = 422.20 6 12" IE 412.00 PERMIT SUBMITTAL (n <br /> 12' IE: 41650 12" IE 417.32 I <br /> 0 15" IE 417.32 an - <br /> �N- ago <br /> � 109 F 15" <br /> CB #66 TYPE 11 CPE @ 0 50% 418 CB #64 TYP II R,- <br /> �, L / CB #109 TYPE II - - W/ SOLID LID <br /> / V .W/ SOLID COVER--- I / <br /> CPEP @ 1.26% / 1347971.17 N:347961.62 423 419 N:347998.92 O <br /> 0 472 423 E:1285111.45 --E:1285290.88 <br /> 62 LF 12' <br /> 1 E:1284952.64 RIM = 422.21 / <br /> RIM = 421.33 - RIM = 418.60 <br /> ti v 421 \ / 62 LF 12" 12" IE 414.96 <$z 4zo 12" IE 398.60 �ad� <br /> CPEP TIGHTLINE 1�^ 18" IE 415.02 __■` - � CPEP @ 3.03% 12" IF 414.96 1/ 12" IE 398.60 �j-2,9 <br /> i ■I TO ROOF DRAINS CPEP 61% 18" IF 414.06 az1 v '.� <br /> � � � � � � � 12��14�� � ;�•• � � � Know what's below <br /> SEE SHEET C-2.7 FOR CONTINUATION Call before you di <br />