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BLD Plot / Site Plans - 6/11/1999
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Cn CT) 0 0 0 0 0 0 0 0 0 140 00 35.0 130 0 14 3- 00 125.90 37. 100 95. 97.00 O 11 00 12(.00 15.00 00 151,00 90.00 O O 95.00 100.00 1 05.00 1 10.00 1'5 00 ]I25.00 130.00 135.00 140.00 4,4.5nn 16000 50 0 0 55.00 oo O O 0 p 0 CA 0 0 0 0 00 Zoto rn m r c) • Di 0 Da rn Cl y 0 O 0 0 O O O O 13 O D n 3 100 0o�n 0o r 0 0 -11 y � O (I) O r r N rri 3� o(1) c-1 O P. 30 rn ril ~3 rri co c O o� O Uryi n or- 0 r 0 rr TYPICAL PROFILE OF PROJECT SHOWING APPROXIMATE CELL LOCATIONS • O O 0 O 0 z 140 00 135.0 36.0 0 1_o 00 - 4 151 00 125.0 46.0 149. 00 120.00 115.G0 115:i00 120 00 125.00 130.00 135.00 140. 00 45.00 750.70 155.0C i i 160. 51.00 O O CD 0 O 0 00 BASE LINE 00 CO CD (i C3) CD O O O O O O O o N C�) Cal CA co O IV Ca) X G) O 0 r CD \a� 0 0 0 0 S?JfO1NOO iAl A. iirikv ViOtw • t 1001. 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D a ... 1ilC9 O b W • , m O C C n o , ;gi n O C C C" 1° O N CO 0 b O A N2 2. et r A f a O P.I. 4 ,,..CS C o O a }t O 4 C CD o m C -I ,,,z-, iz N n ~ it: A y D h V` C A -C Grq z C" A• C k C eOC, eJ 0 co .-I C b CD co7. to N (t Crq V S m o `�^° A A t f. zt. rdi co co C ao. . an. Z F '�t -. c CO CD C. K to A C A • O co C "C". 04 N co to = con 0 7,0 A C A. CIQ A a> e4 CCD o cr V) 3il.� N .~i• • d a. m CD Dz rs TM 1171 0 C CO ua CD E73• DD A O CD A e7 Co C DD e-r n C n C M 3. rr •I�.. V A � 2 et ti = n CD C - C C•I C •uotionJ/suoo C 4 o 3 lC y CD CD C/5 d O DC a CD a CD acs I y 0 O V Cn Z X/0 g z - Dm mm z 0z z z Z7 0 0z r m • m l0 -. [I REFERENCE: KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL Of STORM DRAINAGE DESIGN MANUAL 0 N C i n_ 1 ,, n, I FILTER FABRIC FENCE DETAIL OnNO �N x ��• �o Zo rn� y_ rn-` \ I o TF A A 4 •�0 ni $„ mix . ,, 0 ;afo w F xA 11 E. -si ,o =a� I _ na Ax a� mN-u ILL- A-, n, iH - IV > m ^!^ X M.-.0.0°0• •0000000a �� �o Ilal, 11! ' z� I WK 11 xmo II -0 .0 N L I =1- _ L aka s-I 0�m F.m^� ms3 �74 a �--. A f .0 `I. II- 0 , o 11= a C1WO L►� '�`•�•�'�''`''3''��•��'' 0.- _ A 1T 2'0. > 6" > -11� ax < X u ILi�' o. G) CD IN) < o ) > c _ co REFERENCE:• KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL > n 2 n E Cn H CD > IILyrN 4 STRAIN AND HAY BALE BARRIERS CO -I • z 0 Ai rill ii, o I�II,r mires III ILIB AGE DESIGN I ili` -9 gE 1 `� Z !j w—. I L-111- Hill- -•=-• m IR-- 7-11 _ •1.rJ11111 IISj . r� igi. 6 !idylt-- Il,_li. m ,-- m r n Ia i I- m m 'Z' o lIo -ill. ` ---j-, ilAlllr'' !iiil�i�li_ 5 = ii.z g m - I I- , ilSiij 1 • _riiirrJlll i--- - I > �r w:'. Ati -I F I-' Wilk r cif 'APIF- hfip. T�m Ay z1,F, mN y mN n N Q > A Awn tt, oN CD rn (PI 13 I- r D z °owD70o a, co 0 ornOC mg mco5 CD =l3mxm B �zvo `` Do*9v) a 833 p Na O 31 V3L111833 Sa33NI9N3 6N Im H O ci m H D m 0 X Z SQ m r Z Z > 0 0 0 rn 0 D r W N (/) omrn 0 N °nymnym o�mo�TC) �Coy5;Z 000Oz-4 noo�r-() Do=noco-4 r 0 -I m n -i Z? 0on1r1my?13� of=v)Oam CD I-- WD011 lOrn, mv)z- cn• om°0 mm ozjm,r P9 a'wy n rr 2 z_ ° -Ipmn anC)- m -Pcoo -1 zomm m )0 rnm 0 O V) PJ w � o 0 co cn y 0 �r- O -G C O <m W REFERENCE: KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL cf STORM DRAINAGE DESIGN MANUAL STABILIZED CONSTRUCTION ENTRANCE �c � CI ID A I. YY /f C v N U A 3 2 3 = I(v a i ? /% Doo _ 0 ,, 0000 •000000 oo0 O zm nA Ao - 0 n� CC Ar 000 ••000 00.0 Nr v., q o00 o•00 Doc 00000 000 m, r. 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