Laserfiche WebLink
FBLOCK <br />'13UW3241737 <br />"'GRD241737 <br />�USD241737 <br />PT . OF SE 1/4 OF SEC. 17, TWP 29., R5E W.M. <br />i <br />0 <br />60 <br />60 <br />VJVC, <br />�j> <br />`fl <br />55 <br />O <br />p o <br />_ _ <br />h� <br />55 <br />'O Lo <br />+ <br />On <br />+ + <br />N <br />CID <br />MWNpp'e <br />ne1 <br />m <br />W <br />V <br />Lu <br />50 <br />N <br />+ "o <br />p <br />W <br />50 <br />EXIST. GRADE <br />AT DRIVEWAY <br />II <br />W <br />FINISHED GRADE <br />N <br />Cb <br />o p <br />Vi <br />m <br />c� <br />Q <br />cn W <br />DR/ �, <br />AT DRIVEWAY <br />Q W <br />d <br />p <br />CIDr. <br />r< <br />�`----,_ <br />--- <br />m�J <br />LEI <br />� <br />+ <br />---- <br />S0 <br />6---- <br />_---Tom--_® <br />_�—� <br />---- <br />1 <br />40 _ <br />----- <br />__ �— <br />-a -\ <br />®--- <br />5O-LF 12»'SD <br />— <br />— <br />}�L —~— <br />40 <br />S=1.22q <br />-�.._. <br />— — — — <br />74tF 12" <br />LJJ <br />S=1.22q <br />-----_ <br />.,J <br />S=1.229,' <br />35 <br />CB80' TYPE 1 <br />CB75, TYPE 2-48" <br />�,�, <br />35 <br />RIM=44.08 <br />IE(12"N)=40.75 <br />RIM=45.72 <br />1 <br />IE(12"S)=39.10 <br />CB70, TYPE 2I-48" <br />IE(12 )VE)=39.10 <br />RIM=45.37 <br />CB65, TYPE 2-72 <br />IE(12"SW)=38.48 <br />RIM=44.10 <br />IE(12"E)=38. 48 <br />IE(48"N)=36.70 <br />30 <br />IE(12'W)=37.58 <br />30 <br />EXIST. GRADE AT DRIVEWAY <br />(TYP.) <br />FINISH GRADE AT DRIVEWAY <br />� (TYP.) <br />25 <br />25 <br />�, d I40 LO <br />r7'LO — C''NO co � <br />�'^ <br />M <br />cpp <br />N Cj'� <br />O <br />N O a� <br />d et <br />�'� ca <br />e1 1y ty <t <br />�'�j �,� <br />e b cl d <br />a�:� <br />y <br />o� <br />rj'd <br />y <br />co <br />d <br />19+20 19+80 20+40 21 +00 21 +60 22+20 22+80 23+40 24+00 <br />DRIVE B <br />60 <br />60 <br />Lu <br />55_ _ <br />0 <br />W <c <br />55 <br />oEj� <br />Q <br />a <br />N <br />W <br />N� <br />�v <br />j <br />W <br />p <br />p <br />co <br />pcfl <br />o� <br />p� <br />50 <br />W <br />tJ) <br />�� <br />Q w <br />EXIST. GRADE <br />°het <br />_ _ <br />N <br />ENO <br />+ <br />rnptc) <br />N o' <br />�pN <br />,;K,d <br />50 <br />co <br />AT DRIVEWAY <br />,._ <br />FINISHED GRADE <br />m <br />> <br />N <br />ti �-w <br />cb <br />�,++ <br />uj <br />u <br />o N <br />AT DRIVEWAY <br />mco <br />,; <br />m <br />IQ- <br />►► <br />w <br />N <br />l; <br />45 <br />+ <br />1. 50% <br />-1. 509' <br />N <br />;!s W <br />1.509 <br />-1. OOq <br />----- rts� <br />----__--_Z <br />45 <br />el' <br />_ <br />N <br />FQ.. <br />4LF <br />$, c,0 <br />40 <br />Z <br />Sp <br />..I <br />p <br />\S <br />V <br />5;420� <br />56LF 78" DIAM. <br />DETENTION TANK, <br />5�5 <br />35 <br />_Q <br />IE(12"SE)=40.85 _ <br />SEE SHT. C3.20 <br />35 <br />RIM= .32 <br />IE(18"W)=39.57 <br />IE(18"NW)=39.57 <br />30 <br />C850, TYPE 2-72" <br />C810, TYPE 2-72" <br />tE 12"E =40.07 <br />( ) <br />30 <br />RIM=44.81 <br />RIM=45.42 <br />IE(48"SE)=33.63 <br />IE(48"NE)=33.63 <br />EXIST. <br />GRADE', AT DRIVEWAY (TYP) <br />IE(12'NW)=35.63 <br />IE(18"SE)=35.13 <br />FINISH GRADE AT DRIVEWAY q <br />(TYP.) <br />IE(48"NW)=33.63 <br />25 <br />25 <br />oil �' <br />�''00 <br />Lam <br />� <br />\ <br />NN <br />d tj <br />vt <br />ly <br />,z <br />a <br />tj <br />�. NJ- <br />� <br />� lj <br />et- <br />Q6 <br />� � <br />�— � <br />c} <br />Z4+t)U <br />Z5+ZU ZS+tlu Z5+4U 27+00 27+60 26+20 <br />DRIVE B <br />28+60 <br />29+40 <br />m <br />00 m U <br />J <br />� <br />z <br />0 <br />Cn <br />1= <br />cr <br />a <br />Cr <br />U) <br />0 <br />U <br />Ow <br />= <br />U) <br />U <br />> <br />m <br />Et <br />a <br />z <br />w <br />Q <br />� <br />� <br />o <br />; <br />� <br />z <br />44FT <br />Cn U <br />z ° <br />0 <br />w Z <br />Q LL <br />W � <br />Q Q_LU <br />3: �2 0 <br />CL <br />� Z <br />W O <br />> rfoo U <br />J Cr.LU <br />W 00 0 LIJ <br />> <br />> � L_ <br />W <br />cL_ o <br />ry 0 <br />CLIENT <br />RIVERVIEW I, LLC <br />10900 NE 8TH STREET <br />SUITE 1200 <br />BELLEVUE, WA 98004 <br />PHONE: (425) 453-9551 <br />V 'D <br />C P <br />.�AUG 2 7 2019 CONSULTANTS <br />CITY OF E V : R E TT Site Planning • Civil Engineering <br />Permit e F•V 100 Land Use Consulting • Project Management <br />11431 Willows Rd. NE, Suite 120 <br />Redmond, WA 98052 <br />Phone: (425) 285-2390 1 FAX: (425) 285-2389 <br />www.cphconsultants.corn <br />PROJECT NO. <br />• 0024-17-037 <br />0 5 10 ® DRAWING <br />VERT. 1N FEET C3.11 <br />0 30 60 Know what's below. <br />Call before you dig. SHEET 23 OF 47 <br />HORIZ IN FEET Copyright © 2019 CPH Consultants, LLC, All Rights Rese <br />REVIFWILED FOR I 1. <br />