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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-2.12 FOR CONTINUATION <br /> 472 LF 12" CPEP TIGHTLINE (A WEST) A& <br /> I CONNECT TO ROOF DRAINS <br /> CB #22 TYP II ADD SDCO AT CORNERS z <br /> N:348613.42 RIM TO GRADE <br /> E:1284120.51 ---- <br /> RIM - 344.06 <br /> 12" IE 339.93 <br /> w <br /> I <br /> 12" IF 339.93 <br /> 72 LF 12" 0 15 30 60 <br /> I o 0 0 0 <br /> I % = SCALE. 1 INCH=30 FEET <br /> " �i ,, _ <br /> CPEP @ 0.50% xv <br /> ,6"63 LF 12" CPEP TIGHTLINE (A SOUTH) <br /> CB 3#23 TYPE LF 12 CPEP TIGHTLINE ( CONNECT TO ROOF DRAINS <br /> i9"-SOUTH) ADD SDCO AT CORNERS I N N N <br /> N:348541.44 "CONNECT <br /> NECT TO ROOF DRAINS / RIM TO GRADE---- N N--CB TYPE 1 BUILDING A LEGEND <br /> I RIM i 118.54 ADD SDCO AT CORNERS _- d0 <br /> RIM = 344.06 RIM TO GRADE W/SOLID'LOCKING LID CB #37 TYPE I STORM DRAIN PIPE (CPEP) <br /> BUILDING A SOUTH PNC o 0 0 0 0 <br /> 12" IE 340.29 N:348498 33 ---- - (PER COE STANDARD DETAIL 610 & 611) <br /> 159.19E (5 ROOF RUNOFF FFE=346 <br /> 12' IF 340.29 E:1284451 82 <br /> " ' , TRENCH D (57.59% BLDG A) ...RIM 34190 <br /> TRENCH DRAIN ZURN Z888 OR <br /> -62 12" 7 Ni348502.37 I APPROVED EQUAL) <br /> CPEPE @ 0.50%' R 12' IE 338.90 \ oo <br /> DRAIN Ei1284416.46 <br /> RIM: 341.96 p. AREA DRAIN (12" NYLOPLAST OR <br /> CB #24 TYPE I <br /> 15" IE: 338.74 APPROVED EQUAL) <br /> 348479.16 - STORM DRAIN CLEANOUT (PER COE � <br /> E:1284116.84 STANDARD DETAIL 604, MARK "STORM') '� <br /> � o <br /> w -RIM - 343.80 0 <br /> 342 g <br /> • � CATCH BASIN TYPE 1 I <br /> 12" IE 340.60 T <br /> N <br /> 12" IE 340.60 (PER COE STANDARD DETAIL 402) ,.� d <br /> 75 LF 15' 71 LF 12' a° o <br /> D.I. @ 0.51% CPEP @ 1.58% ROOF DRAIN DOWNSPOUT <br /> N / 83 @F 12' <br /> ML- <br /> D.I. 0.50% II - 6"-12" ROOF DRAIN PIPE (CPEP) <br /> CB #36 TYPE II _ <br /> N:3484 36 CB #35 TYPE II --�- / I ® ®®® CATCH BASIN, TYPE 2 <br /> IN N:348421.66 / PER COE STANDARD DETAIL 404 <br /> I / E1284449.80 ( ) <br /> 1 / CB #48 TYPE II RIM = 343.29 E:1284658.30 345 <br /> W SOLID LID RIM = 343.52 X / DETENTION VAULT m <br /> 2" IE 337.78 / Y Y <br /> N:348427.73 15" IE 337.53 - 18" IE 336.23 <br /> I v E:1284414.48 18" IE 337.28 209 LF 18" 18" IE 336.23 34a \ / I • VAULT ACCESS RISER m <br /> ' I RIM - 343.30 CPEP @ 0.50% IQ <br /> 15" IE 338.36 <br /> N: / -aov- PROPOSED CONTOUR <br /> 1 # TYP 1 <br /> N:34848429.63 5' IE 338.36o EXISTING CONTOUR <br /> E:1284183.35 <br /> RIM = 34 - <br /> OI I 12" IE 341.00 1.02 c-x.ia FOOTING DRAIN <br /> Q I 344 <br /> zl 142 LF 15" 89 LF 15" CB #49 TYPE O NOTES �>NILLIq,{A�q <br /> 1-- CB #46 TYPE II W/ SOLID LID 1. SOLID LID MANHOLES PER COE <br /> � CPEP @ 0.50% CPEP @ 0.50% <br /> zl ��� EW/ SOLID LID N:3483 . STANDARD DETAIL <br /> N:348433.71 E:128461010.43 43 Q 2. SDCO TO BE INSTALLED WITH <br /> O - <br /> f 5 1284075.09 RIM - 356.85 D SOLID LOCKING LIDS. <br /> U C-213 RIM = 3 12" IE 353.85 ®® Z <br /> 12 IE 316 16.40 CPEP @ 5.08%79 LF 12"40 Lq 12" IF 353.85 � Top RA'CISTEt<4�t{t� <br /> W/ HDPE OUTLET <T 345 Z �-ONAL �'` .PJ•22 <br /> O2 O <br /> CB #38 TYPE II <br /> PIPE ANCHORS N:348338.31 228 LF 12" U <br /> @ 100' O.C. E:1284447.37 CPEP @ 8.24% <br /> CB #47 TYPE II ro 0 <br /> MIN. (TYP) 6 RIM IE 346.83 m o <br /> OI C-2.13 W/ SOLID LID <br /> 12" IE 338.22' <br /> J -- - N:348322.03 � " " °' � LL <br /> Lu E:1284215.17 15" IE 337.97 M M M <br /> m RIM = 344.45 0� J N N EE <br /> f 12" IE 325.50 N > rn ro "• <br /> LL.iI 12" IE 325.50 <br /> CPEP @ 0.98% U - x <br /> Lu <br /> N m <br /> �' 20 LF 12a @ 5.82% """ Lu c Lu CPEP <br /> tWt.i /f V) <br /> I406 4 <br /> 405 404 03 40200DETENTION VAULT #2 _- 83 LF 12" w o <br /> I TOP OF PAVEMENT - 344.26-346.48 CPEP @ 0.50% t <br /> OUTSIDE TOP (TOP OF LID) = 342.25 161 <br /> OINSIDE VAULT TOP (BOTTOM OF LID) = 341.20 J / CPEP L@ 0.50% d 3 <br /> _ STRUCTURAL) V N <br /> ~ IDIE THICKNESS <br /> OF VAULT <br /> ULT = 324.66 <br /> 15' o <br /> 0 <br /> < 12" IE = 337.90, E (IN) a1 <br /> z ---12" IE - 325.70, SW (OUT) 72 LF 12" - <br /> CPEP @ 0.50% <br /> z <br /> ESTIMATED LENGTH 440f LF O Ilo -CB #73 TYPE - - CB #74 TYPE f <br /> U CB #72 TYPE I I� N:348213.84 N:348221.37 <br /> FINAL LENGTH TO BE FIELD N:348143.20 E:1284550.60 4 I Z <br /> DETERMINED tr E:1214537.31 RIM = 422.44 RIM = 422.69 Q <br /> N O RIM 422.20 12" IE 418.07 _.- _ ,..J E 41 37 -9 J <br /> o ILL 12" IE 417.70 12" IE 418.07 - 12" IF 418.37-- <br /> O 12" IE 417.70 mlll _------ O <br /> W 3 /W/rry� <br /> in EXISTING JAPANESE GULCH lb / M 90 LF 12" 679 LF 12" CPEP TIGHTLINE (6.WEST) W Z_ V <br /> Q m CPEP @ 0.50% CONADDNECT DECOTO ROOF TCORNERSNS I W Q = Q <br /> RIM TO GRADE - I < Z <br /> co IMM # I W <br /> CB 71 TYPE I <br /> N:348053.23 SDCO <br /> >I PIPE ANCHORS m E:1284535.06 BUILDING B WEST POC O <br /> i @ 100' O.C. MIN. (TYP) I RIM = 42220 37,521 SF ROOF RUNOFF W <br /> o, EXISTING BNSF RAILROAD C-213 I 12" IE 417.25 (44,38% BUILD Bk I VAULT AND WALL STRUCTURAL W <br /> ANCHORS SHALL BE 12" IE 417.25 N348004.42 <br /> TRACKS 7z LE 1z•' E:1284604.15 PLANS AND CALCULATIONS ARE m w O <br /> o PLACED TO ALLOW PIPE CPEP @ 0.50% RIMS 423,42 <br /> TO EXPAND AN CONTRACT 12' IE 419.50 PART OF SEPARATE BUILDING 0 <br /> i <br /> AT BENDS IN PIPE (TYP.) PERMIT SUBMITTAL (n <br /> 3 <br /> CB #70 TYPE I _ <br /> N:347981.65 <br /> 'o E:1284533.27 <br /> �N- RIM = 422.48 <br /> a OUTFALL A 12" IE 417.12 I / <br /> IF = FIELD DETERMINE 12" IE 416.90 ®® 42312" IE 0 <br /> t 412 <br /> EXISTING 24" CULVERT J <br /> i CONNECT TO ROOFDRAINS P TIGHTLINE C-2.10 <br /> m Know what's below. <br /> SEE SHEET C-2.8 FOR CONTINUATION Call before you di <br />