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B:\washington\Everett\soundview\2drawings\EVSV-122G.dwg Sep 26, 2022 - 12:23pm <br /> NE AND SE 1/4, NE 1/4, SECTION 03, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M. <br /> ' A <br /> z <br /> I o <br /> N <br /> C�j W <br /> 0 15 30 60 :$ <br /> S o 0 0 0 <br /> ISCALE: 1 INCH=30 FEET <br /> IN N <br /> I LEGEND <br /> STORM DRAIN PIPE (CPEP) IO <br /> (PER COE STANDARD DETAIL 610 & 611) o 0 0 0 0 <br /> I TRENCH DRAIN (ZURN Z886 OR <br /> APPROVED EQUAL) o <br /> p. AREA DRAIN (12" NYLOPLAST OR <br /> APPROVED EQUAL) <br /> I STORM DRAIN CLEANOUT (PER COE <br /> STANDARD DETAIL 604, MARK "STORM") N \ o <br /> CATCH BASIN, TYPE , o <br /> I o (PER COE STANDARD DETAIL 402) M d <br /> ROOF DRAIN DOWNSPOUT <br /> ML- <br /> C-12" ROOF DRAIN PIPE (CPEP) <br /> I ® ®®® CATCH BASIN, TYPE 2 <br /> (PER COE STANDARD DETAIL 404) <br /> DETENTION VAULT c\.o <br /> I Y Y <br /> • VAULT ACCESS RISER m <br /> -aoi- PROPOSED CONTOUR <br /> 0 <br /> IEXISTING CONTOUR <br /> c-x.ia FOOTING DRAIN <br /> Iz NOTE: NILLIq{�� <br /> O 1. SOLID LID MANHOLES PER COE A <br /> STANDARD DETAIL 410. <br /> Q 2. SDCO TO BE INSTALLED WITH <br /> D SOLID LOCKING LIDS. <br /> z <br /> RA 41 891 <br /> z SSfONAL E1L� .23,22 <br /> OUTFALL B 0 <br /> CB <br /> I ' - --TYP---- IF = FIELD DETERMINE <br /> #19 E CB #1 TYPE II I r J o o E <br /> N:348826.54 N N $ <br /> - - N W/ SOLID LID N 1 rn <br /> P N.348873.19 c <br /> 1284126 I U rn <br /> RIM = 344.05 E.1284398.02 <br /> 12 IE 338 RIM - 296.000 <br /> . I Lu 2 E 338 20 LF 12' 2' IE 291. F <br /> HDPE @ 3,00% 12" E 29 .09 W N uaj') <br /> 295 <br /> W/ HDPE OUTLET F .2" LLJ <br /> CPEP @937% = Q <br /> I u.i <br /> I <br /> �oT � d v/ <br /> 3 12" <br /> d o <br /> � 8 LF �+ m <br /> ° CPEP ©-0.50% 3 <br /> 88 LF 12" \V/ <br /> yo9' CPEP @ Q50% 81 LF 12' 87 LF 12" 81 LF 72" q <br /> CPEP @ 0.507 I "M <br /> CPEP @ 0.50% CPEP @ 0,50% 81 LF 15" 86�LF 15" <br /> CPEP @ 0.50% y �' <br /> CPEP @ 0.507 <br /> MJ <br /> N �5 <br /> N <br /> 69 R 12" CB 3 TYPE II CB 3 TYPE If CB 15 TYPE II CB 13 TYPE II Q <br /> CPEP @ 0.50%- -- - N#34882217 N#348819.96 N#348817.74 CB #14 TYPE II # <br /> c� E:1284297.27 _ Yf - - E:1284378.24 E:1284459.21 344..21 N:12846348813.32 <br /> 1.15 I <br /> N.348815 53 <br /> - U - � - E:1284540.18 E.1284621.15 <br /> RIM = 34420 -_ RIM 344.20- - RIM 344.20 RIM = 344.20 _ <br /> CB #20 TYPE - 12" IE 338.01 12" IF 337.60 12' IE 337.19 R5" IE 336.104 O <br /> S N:348757.36 12' IE 338.01 12" IE 337.60 12" IE 337.19'� 12 E 336.79 <br /> E:1284124.44 7�� ,' 15 IE 4 - 15" IE 336.14 W � W/r� <br /> " 336.5 H <br /> RIM = 344.06 CB #18 TYPE If -- ---- --- W Z V <br /> 0 12" IE 339.21 N:348824.33 '- 875 LF 12" CPEP TIGHTLINE (A NORTH,); w Q = if <br /> 12" IF 339.21 _ -E'1284214.37 CONNECT TO ROOF DRAINS 87 �l <br /> a ti RIM = 344.35 ---- ADD SDCO AT CORNERS w 12" IF 338.42 RIM TO GRADE CO Q <br /> J U) z <br /> i <br /> 72 LF 12" i - - 'R CO <br /> 9�� � �� � <br /> CPEP @ 0.509- 12",-IF 338.42- ;� � � <br /> IM O <br /> TYPE I BUILDING A - VAULT AND WALL STRUCTURAL L0 w <br /> y N:348685.39 - ----_ <br /> a' hti E:1284122.47 i� _ I �j <br /> o RIM = 344.06 �� --'� <br /> PLANS AND CALCULATIONS ARE O <br /> FFE=346 -- I PART OF SEPARATE BUILDING � <br /> I 12" IF 339.57- _._-_ - <br /> 12" IE 339.57 � - <br /> 7z LF ,z" _ PERMIT SUBMITTALco <br /> o I CPEP @ O 50%.- I <br /> 472 LF 12" CPEP TIGHTLINE (A WEST) <br /> CONNECT TO ROOF DRAINS <br /> CB #22 TYP II ADD SDCO AT CORNERS 0 <br /> i I N:348613.42 RIM TO GRADE O <br /> E:1284120.51 <br /> I RIM = 344.06 Q <br /> 12" IE 339.93 <br /> 12" IE 339.93 C-2.12 <br /> m Know what's below <br /> SEE SHEET C-2.10 FOR CONTINUATION Call before you di <br />