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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-2.10 FOR CONTINUATION <br /> MOMMIls -01�"48 <br /> 12" IE 417.12 <br /> 12" IE 416.911 423� <br /> 12 IE 416.90 <br /> I J <br /> 0 15 30 60 <br /> 61 LF 8" CPEP TIGHTLINE o 0 0 0 <br /> CB #79 TYPE I CONNECT TO ROOF DRAINS <br /> N:347929.51 SCALE: 1 INCH=30 FEET <br /> ' E:1284511.18 22 LF 12" 30 LF 12" <br /> RIM = 423:30 CPEP @ 0.51% CPEP @ 200% <br /> 12' IE 419.94 - CB #108 TYPE II <br /> 12 IE 419.94 N:347974.64 <br /> 201 LF 1 <br /> CB #80 TYPE .- 54 LF 12" 0E:12= 4213 29 <br /> ■ <br /> I N:347908.08 CPEP @ 0.51% CPEP @ 0.50% - RIM = 21.88 LEGEND <br /> E:1284462.11 46 LF 12" 12" IE 418.90 STORM DRAIN PIPE (CPEP) IO <br /> RIM = 424.41 CPEP @ 5,83% '�12" IE 418.90 0 0 0 0 0 <br /> 12 IE 420.21 <br /> 12" IF 418.90 (PER COE STANDARD DETAIL 610 & 611) <br /> CB 77 TYPE TRENCH DRAIN ZURN Z886 OR <br /> 12 IE 420.21 # ( <br /> I N:347935.26 I APPROVED EQUAL) <br /> 38 LF 12" E:1284532.11 106 LF 12" <br /> CPEP @ 0.50% N RIM = 422.91 CPEP @ 1.04% p. AREA DRAIN (12" NYLOPLAST OR <br /> 12" IE 419.83 APPROVED EQUAL) <br /> 81 TYPE 1 - <br /> CB 12" IE 419.83 $ <br /> # ,� I STORM DRAIN CLEANOUT (PER COE <br /> N:347876.88 STANDARD DETAIL 604, MARK "STORM") ■ <br /> E:1284441.12 IN -_ o <br /> - --_- RIM - 425.87 ■ CATCH BASIN, TYPE 1 <br /> 41 LF 12' 12" IE 420.40 -------- (PER COE STANDARD DETAIL 402) <br /> 12" IE 420.40 -- -�-- o <br /> CPEP @ 0.51% SDCO ROOF DRAIN DOWNSPOUT <br /> -- o B#82 TYPE <br /> BUILDING C NORTH ROD <br /> t /�0 CB #82 TYPE I 25,869 SF ROOF RUNOFF .10 6"-12" ROOF DRAIN PIPE (CPEP) � <br /> I N:347835.97 (21,35% BLDG C) ® ®® CATCH BASIN, TYPE 2 <br /> E:1284440.10 N:347868.87 ® <br /> (PER COE STANDARD DETAIL 404) <br /> I 12'/�� 420.�� 423.96 180 LF 8" CPEP TIGHTLINE (C NORTH) DETENTION VAULT <br /> RIM 425.25 E�128 <br /> RIM <br /> 12" IE 420.60 CONNECT TO ROOF DRAINS <br /> C WE CONNECT TO ROOF DRAINS <br /> ADD SDCO AT CORNERS I • VAULT ACCESS RISER Y m <br /> 80 LF 12"' 307 LF 8' CPEP TIGHTLINE ( WEST) RIM TO GRADE � <br /> o <br /> CPEP @ 0.50% _ ADD SDCO AT CORNERS NSA -ao1- PROPOSED CONTOUR <br /> RIM TO GRADE EXISTING CONTOUR <br /> �CB #83 TYPE I N 347755.83 BUILDING C <br /> : 10 <br /> E:1284438.09 13 FOOTING DRAIN <br /> RIM = 425.25 <br /> 12 IE 421.00 <br /> 12 IE 421.28 - Z NOTE <br /> \12" IE 421.00 SDCO 731 LF 12" CPEP TIGHTLINE (C EAST) I O I 1. SOLID LID MANHOLES PER COE STANDARD DETAIL BUILDING C WEST PDC CONNECT TO ROOF DRAINS <br /> 111 20,038 SF ROOF RUNOFF ADD SDCO AT CORNERS ~ LLE <br /> 38 LF 12" C1654% BLDG C) RIM TO GRADE Q 2. SDCO TO KI INSTALLED WITH <br /> SOLID LOCKING LIDS. <br /> I CPEP @ 1.88%\ E�'S 49,84 z of 41071 <br /> E�1684475.99 CB #85 TYPE I CB #86 TYPE I 10 9 R8cISTEt< <br /> RIMl 426,96 N:347670.92 N:347668.48 I z fORAL �'` .23,22 <br /> 79 LF 12" 16' dE: 46800 E:1284502.72 E:1284599.96 <br /> I CPEP @ 0.50% RIM = 425.25 RIM 8 42596 O <br /> 44 LF 12" 12 IF 42L61 RIM IE 425.10 <br /> CPEP @ 0.50% 10 12 IE 42L61 0 <br /> t 0 <br /> �o m <br /> CB #84 TYPE ...:::,.":•.:...c, <br /> LL <br /> I N:347680.03 o o a <br /> N E:1284459.79 1 rn q 1� <br /> RIM = 425.20 7 0 u N N c <br /> 12 IE 421.40 U - a v x <br /> N <br /> 12 IE 421.40 L w F Y c <br /> 25' DISPERSAL TRENCH: q26 CPEP @ 0. w w <br /> I (PER SNOHOMISH COUNTY V�l <br /> L-_ STANDARD DETAIL =3 80 w <br /> TOP TRENCH =378.0.00 w <br /> 6" IE = 375.00 (IN) �o a <br /> 26 LF 6" AREA DRAIN - 94 LF 6" c w <br /> EP @ 40.43% # AREA DRAIN #7 CRIER <br /> LF 6'" <br /> CRIER t rn <br /> N:347643.35 CPEP @ 26.76% N:347640.52 CPE AREA DRAIN @ 13.16% # <br /> E 1284431.67 -N:347636.57 _ <br /> RIM = 390.00 RIM = 13 26 r"' E:1284642.68 d 3 <br /> 6" IE 385.42 6" IE 410 696 RIM = 428.37 I oy M <br /> 6" IE 385.42 6" IE 410.69 6" IE 426.05 <br /> 6" IE 426.05 <br /> m a <br /> I <br /> N II Z <br /> N I <br /> o J <br /> H O <br /> Lu 3 W <br /> I W z <br /> N W 'a Q <br /> Z <br /> LLU F- a <br /> N I c � <br /> O <br /> �I0 <br /> 0 w Q <br /> IVAULT AND WALL STRUCTURAL U) W <br /> o PLANS AND CALCULATIONS ARE m 'w <br /> 3 I PART OF SEPARATE BUILDING 0 <br /> PERMIT SUBMITTAL Cn <br /> o I <br /> I a am a <br /> Know what's below. C-2.8 <br /> °' Call before you di <br />