HomeMy WebLinkAbout88D1028 1
4 Purt ; ur, e N W ' , 4 3eC 12 , w 21 N R g e 4 E W M H
16 •
KING {
A
29thST.r 29th ST. N W.
COUNTY IT N.W.
_ A URN ,
3 ;
3 _ LU i +
i w
rc �' Q
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I5th a T.
i LLl • ' (y 1
i ,.'E= 53 42 , /2
--� Tom. -o ce #��, �- - --- VICINITY MAP
o o Scale •,y °���
��/1,� _4571 �-, �� LEGEND
28' ea,. To�I�di/f�dzirz�i /ors �
B M II (TyiO� Proposed Force Main (4"o )
II54 • Proposed Contours I
A,qr,,, O/��7 6C; G�,-z7%rz� • Exist Fire Hydrant
2 i -III+ ,<^----•54�A ftt` T}t►S a>�NRc.7 CU/ZNC--rs/�/ � E/� - �.5 �Tyo�
II �� I�G
� — Exist. Water Valve
�/'(� 6 c_Tw�nJ � -_
O -� - Exist. Light Pole
45 <:o'r��r,�X-e•,e�//>/.�«�`iej/ /3SL,c-�"o � �6_ .• !'"
-- X � Proposed Sput Elevation C
Oiil/d�27 ,�-/may w �� I (SAX, �22% l•Z l ,N
Ci7�'7 ram'/ G'/fly U� I 3 '\h I �° /os " i) �J ,gyp �� 153.7> -Exist. Spot E level i n r
drp
O
q SCALE : 1" = 40' -wM-.-- Exist. Water Mein z ;4
- DATUM : -
v� esr. s (Ica 1.iCL• S -a� ���,c Co �9 U . S . V. S . G —- Exist. Gas Mair, _
a. s G/ 'max I� ,
• Top of brass surfoce Mon a• SS- Exist. Sanitary Sewer Main Z
I 8.M. •
°
�J' /0� --- the S W
�,- rj _ I I. QI ( ►net ,,` Sec •Two - - - Exist. Storm 'Drain Main r
_ SD
21 N , n g r 4 E w M c
Elev = 5E 79 14y of Auburn, -- Exist. Catch Bosir.
'fD Nu 3 -H
E Exist. Electrical 8 Telephone 3 z
v 599Z iu N 71 ••.2.0 �r �ilc�iS fC•cxiir7,o I qp V �d R Proposed Ridge Lr
72" - 535 - ° Approx. Downspout Location Ln w
5
X7) p
� ^� '1• Q __-_.____ �'/� Roof Drain
�i/7e/
/E_ �•/8 � Top Of Wall Elev.
/'E =53.05, /20 4 1 I
II R a NOTES_
i I I I I N I 1 . Unless shown otherwise, dissensions are
\1 to center of storm drain structures,
If
n5 7, yf-,-- /-C �5 ( i o q}5) (� and are + only.
<p II ° ( I -
Tc7. t `� �'� �J� �l7Ci
ca I 5 x �
,'E= 5294,/2i/5i,8� 1•l° s 5 / CBS/�, TyG� /-C� 2. Where connections are made to existing
F.F. = 57 5 7-0 33 storm drainage sytems, contractor shall d
G� verify location of centerline of invert
_ I prior to construction. Notify Engineer
i � 5 t DE4e t��►<
Ip ti of an discrepancies.
Over{/vw S,oi//WQc� Per w x9 a� O ape l�o "rye✓ A/U?>//7U/77 J
!'efOi/ Orr Sl7t C 4. - /moo e C°jj fa vY�jy / �� I J 3. See Architectural plans for typical
parking dimensions.
!_orb , ����i-�'Side-� I 5 �> /1 3 't .. •• '>•' ''- , ,. I
C'�/b vli/�S`7 2i2�,�_ t `' p
kY
„ 4. As-Built Elevations Per ESM, Inc. , 6-21-86ku
EX/.Sf �n-,�. Q I I 4 7b� .dj I Are shown as X2/
O /�
J
SHEET INDEX
R125,
« p G2i2
Ex/sue ss�� I ti ; �, cr .o,7S ,��. ° 3
,E- 4�.0', 8,E - �� '# 'r �" C-1 • Grading & Storm Drainage Plan
/,E= 45 90, 5'vY I :: o i �' ,g �' , �I - , {
/E = 45 9o, /0,/v CB /5 T - 1
' yam ' C-2 - Sanitary
/E=45 78 /o's } ss. i� ! ik /01_� /23s TG= _o Sewer 81 Water Plan , Notes 81
E�sf cB I` I I Q L/.E. = 54. 33 V (v
iG = 55/Z ' a � - J Details
' � +• ---�_ J- o"
SO S Uj
S.D. C-3 - Notes 81 Details a
r11* Ike
117
c = 49 99 /Y
/EXCl�Y27f/��7 -9 L.�, 'O 0
Tf� ��4'/� /�_ f?V .4'- ,-fig= e� o. // !/5 LF p • M
II4 _ / �- 2. 8 ��'•CL 3j5 �a ,F?IcG
0
o
ExiS> CB _ o z
TG 5 2
�! q� EROSION / SEDIMENTATION CONTROL NOTES OEM 3
\ a
Ttf►+s �ro� '
g� C-T W- N
/1 1. All required sedimentation/erosion control facilities must be
,�
II �� � �, �, U��/ �' constructed and in operation prior to land clearing and/or other o rf}
26' 2d' I -Z.
y L i construction to insure that sediment laden water does not enter
_ the natural drainage system. All erosion and sediment facilities w
II shall be maintained in a satisfactory condition until such time
that clearing and/or construction is completed and potential for �.
onsite erosion has passed. The implementation, maintenance, a
3
replacement and additions to erosion/sedimentation control systems 3
X
shall be the responsibility of the permittee. _
CB a�3 7 2. In any area which has been stripped of vegetation and where Q
no further work is anticipated for period of 30 days or more
T.G= moo.o P P y
1,6 = 5.3.5/, 8�.7/2°� _ „ T.G. _ .c7 TG.= _� all disturbed areas must be immediately stabilized with mulching,
/E'- 53.70, `= i a a t d
{� Z G .
-_ - ----- ------- 1 _ _ 9(`7 �� grass planting or other approved erosion control treatment t
to the time f year in question. Grass seedingalone
acceptable only during months ofApril through
applicable y q
will be acc able on duri the mo
September, inclusive. Seeding may proceed, however, whenever it
is in the interest of the permittee, but must be augmented with n
mulching, netting, or other treatment approved by the City of
� � �
8
1 Auburn, outside the specified time period.
- - (o
3 - 3. The Contractor shall be responsible for street cleaning, street
t
-.. / 4r*r
T /6 - -- sweeping (onsite and offsite) upon the direction of the Engineer f Ih r
T - 7 to undertake the measures deemed necessary to effect such control
or cease operations.
//� ,Wa- J�37/ o e �
-
'/ �3 4. All onsite storm drain runoff shall be directed and remain onsitej�,and shall not affect adjacent properties.
.rat M M
a,, , t
5. A Filter Fabric fence n��. � --a� he c u__ed a
3 ,
11x rP c
fA F
B6020
88D1028 l of 4
rou goo
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•' REVISIONS
A Portion Of The N.W. 1/4 Of Sec. 12 , Twp. 21 N. , Rge. 4 E. , W. M. NO. DESCRIPTION DATE
BY
Per C.t O� Ab61r7 e.
0 KING
COUNTY
n�
All? ,
R • o v
i• �
VICINITY MAP 0`aff
'`
�/I/1✓X /I//✓ Not To Scam X ���
FT
B.M. I
2- Co/�c- B/xkiiz�
Ln
LO
C
r
— co
o
�I (s SCALE : 1" = 40' (D o "
1 7q DATUM ! U. S . G. S .
� Z00
Top of brass surface Mon. at - cm
II LAN
x r the S.W. corner of Sec I,Twp.
Exist CB I I
J 21 N., Rye. 4 E.,W.M. o 4 o^ .
I
II Elev.= 56.079, City of Auburn, N
r � <
/E = 52.87,E N 14 A s �I
No. 30-H. � Z -
a�
Ex/st CB I
r- Z o
5//eZ � I �t 0 cc iE- �./7 II I I I ass x?) v a M
W e I NOTES -
��
I 1 . Unless shown otherwise, water main pipe
y -A J� A� /� cis shall be ductile iron Class 52.
II I I 2-Ocy2c- �.c�r-o` i 'fs 7 2. Unless shown otherwise, sanitary sewer
pipe shall be polyvinylchloride (PVC).
Ca7r�cf fo Ex. /2"� fl t I su I
//fifer-,SKIZ2.
�rs�// I ASTM 3034 SDR 35.
laccrhon /�Yer� � � .g-o
FiffiC.z�S F� co' .�rio/ l c > r�ice F.F. a 57.. 5 I I
WI39 I Exist: Ground Or Exist. Pavement
G2'17-'
f� I I x1)
' (�'; COP - for Paved Areas Install+ � I Traffic Bearing Cover
Exis/-SS �! A . or
o
/_1- 45 90, 8"k'
/E=45 90, /0"/v
45� Bend
/E=45.79, /O"S a 4(-?LF G a J
Exist CB I I ) ALyj 00 G�Q02G
3.
W TV
row
Wye w 3
/E = 49.99 /Yo
I '
s >
# G� c '
Water Tight Plug At Dead Ends , °
I i ro 0
4) N
on..
CLEANOUT DETAIL Y
' 2.5�~
3
I I A }� Not To Scale
I)
/Q//T7= 57J.
5 I • n �i74'�M✓x iY!✓�
-- N
Cor�s/r�cf-O�r Exrs�` �� 0
Prror To C%�'fizicfic�
V
V
' r i
d
/-/2 X/2"X Sa TPA (�y!✓x M✓.r/1�!✓J _,
2- CGY7c.
IZIIX
n ~L�
F N
.Qirr7= 55.3-Z, /7277`Cf7 C/may G��UfX/f-/7 Sf�'s. (,vsroE euuDrNv) �
Pxisf qre�' 2-�C3'7C. B/oGkiA cc
O
V) z
/E.= 4�.95•� I - g"Gate Valve.
= C 5P1
3
v � _ (,•JJ 1 t�,,: G/STEM �,'�: - � �
10
SANITARY£WATER LINES `mot//,^/�` `°s n tea`' ix CAN,U L V k y a
ASSUILT DEG22,1986.
V
n �Cl�l to 11_ 4\
gJ51$C, 4141
CITY OF AUEURN F;EFERENCE N( tjE - 533
ES M INC 'F `110C -QB-F?fr, 88D1028 2 D- 4
3 h 4 h
2 ' Con?pr e/ePfh C'/ 6 QsP0A1-T Conic AT
f'j;RK/NG A2EA5it (�Eti'u' €� , o l $`f
GENERAL NOTES
1-ww G.B. ToP CO ER W�
<; w>r.k aru] . al er <�1 s ,.:,all be n o cordance with City22 11 d w rin required '
Av,�I.iST �wT r•
e done coi a G 1ac° 2 K Ct tt�l c A e at,e g equ red shall b d o in nce with N
of A urn ndards d `'� �cifir•.it-ons and 1984 Standard Section 7-11 3( ) 1984 Standard c f cations fo R a
Too rs� S r
a . . o d,
1G S
All
_ .,. :., .. . �•�=rr-- 2 yii ����t, �/6 7�c� fir ��iC�
o• t Specifications for Road. Bridge r,nd Municipal Construction Bridge and Municipal Construction (State of Washington) .
p
• c 1c
j tb eid•e Oi ar
r
00. •,•a(�. o c .3
� ru ,�. j
�� Ap (State of Washington)
_S� i� O t�iVa/7es, PC7C7 ry 8 CiA 1 KUt3b'cR - - --- -
�` J 23. Unlessshown otherwise, storm drain pipe for cor:v��<_nce only
�° o•o op tee; 9 r�� ,��r��;z� sQ� GASKET" -- - -
° 2. Standard Specifications s},all be 1°81 A.PWA as modified by the shall behasnfollows:
Stivctc/rc / ._° f/1pf "W/ , .,1, ,siz'e S�x7v c 4 �� BTD. -[YP� tdo Cityof Auburn. ,
So ��vei�h rx�ssi �h� C.Pam: 34X40e ••` Q{kC T_ NIPPLE "
' 15 or less .,diameter shall be yvi_rr�-e�loride (PVC) ASTM
- ,vn 2C0 s �� S�`i�l��i/a'r ';'fo Cam Ll]BKICATE
w/ExT-EKfi oN C ,
BOTH EN�S� 3. A copy of these approved pans shall be on-site during 3034 SDR 35.
„7 1ti ckiie5�- ( c�Cffv of/ea f SECTIGt�S AS ' ` construction.
RF-��'U1[�CE� pipe
%s/�Pc �'� ,-1s,Tit�O-y55� ��fficz�'O :•: A,G. MANU•+10t_l 24. shown otherwise, storm drain detention s
4. Existing utility locations are approximate only. It shall aluminum, g eel with asphal I or better,
ADA1 'TID
be the Contractor's responsibility to verify locations an aluminised steel Type If sue min.) , helically
inverts prior to construction. For utility locations in corrigated a with water tight tonne or •�
S'�tIN. G' :• j' j PVG-Sv1G 3S
.' LOCAT>Ep(t1 t~lA�lClCdW King County call 1 800-424-5555. reinforced concrete storm• sewer pipe.
'. ffi'• Rom,1.
MIP1. ♦ S\t7E Oi'rCB
5. During construction, contractor shall be required to control 25. Unlema shown otherwise, all storm drain pressure pipe shall
PAVINGSECTION GZ= t�Rt01CTD on-site storm water runoff by using temporary erosion/siltation be Class 63 (IPS) as manufactured bg itern Plastics or ' i �,:•'�+�
Not To Scale � control procedures. No sediment laden storm water shall be approved equal. �+
• IE = 5 T DE�lEt_oPMENT
allowed to discharge into the City of Auburn's storm drainage
Qex. = 0.75ef� system. 26. excavation shall conform to Sec,t.ion 7-�4 of the
• ��': Stands ecifications for Road, Bridge and Mu al
� .
. '�• : 8~x8„x 8M PVG T1lE 6. Six extruded curb or ark in bumpers shall be required around r
4
p g p q Construction to of 4ashington) . Unl own otherwise.
12+ RUgt�Gl\SKter.T all on-site paving areas where parking will be adjacent to a bedding shall be sa ea-gravel accordance with
•.� •i JOth1TS. street. A six-inch extruded curb is required between all abutting Section 9-30.7A of the 1 and Specifications for Road,
pavement and landscaped areas. Bridge and Municipal Co ctio ate of Washington) . :
�~_ ASKET 7 connections of SDR 35 PVC pipe to manholes shall be made by Remaining compat ion St rdance
i backfilt s 'n acco
8M�••\���� All with Secti 3(3) of the 1984 Standard icatio
.•.�.• •• o �, tJ.IC-� �(r/13 A.C. manhole adaptors, or approved equal. Wat ling will not be allowed under roads or wa
..
.r. .- - a •' � �� � •. •r.�`� �iA W1J=Tl=f2 �I F/C%E. using
set trench backfill to 85x.
8. All connections of SDR 21 PVC pipe to manholes and catch basins
shall be made by using CL 150 AC coupling with ring tite a IPS �, `
transition gaskets or approved equal. 27. A11 disturbed areas not receiving la�aping shall be 9 Z 00
hydroseeded with rye grass. Seeding shall be done using m Cif N
// 9. The maximum laying lengths shall not exceed 20 feet for SDR 21 an approved hydroseeder or as otherwise approved by City of F ih
$ g
CONTROL DISCHARGE STRUCTURE Seeding shall be used only between April and October.
3 Min. 3 Min. E/ev.= 575 pipe and 12 feet 6 inches for SDR 35 pipe. t!!
Auburn.
Y
28. If the Contractor elects to use dissimilar metals within
0 Not To S c a I e 10. Bedding for PVC pipe shall be 5/8 inch minus crushed rock, 4 `';� tJf'�
Eiev. = "o.o inches under to 6 inches over the pipe. the detention system, it shall be his responsibility to Q si
'-u,-a>>rr =: :;u=,J s provide adequate electrolitic insulation. „,,
0.5' Rock
11. Bedding for concrete and ductile iron pipe shall be 5/8 "inch • �
(Min. 4 Face) 29. The storm drainage system shall be .constructed according to -
NOTE; At0 CURB AT EXIT OF SPILLWAY, !sinus crushed rock, 6 inches under to 6 inches over the pipe. $ y 8
the approved plans. Any deviation from the approved plans
12. All pipe trench backfill material shall be Class "A" Bank Run will ;require written approval from the`City of Auburn. `s ` ` �' ' .,•;; ' .
OVER FLOW SPILLWAY DETAIL
Gravel.:
Not To Scale 30. -` Soil compaction shall be in accordaroo with ASTM D-1557
13. Pipe T€ameh Backfill material within the right-of-way shall (Modified Proctor) . _
be 5/8 inch minus crushed rock.
31. The Contractor shall be responsible for cleaning and
14. Existing pavement surfaces shall be sawcut full ,]epth with flushing all storm drains prior to acceptance by the =
straight, uniform edges. All joints between the new and original owner and approval by the City of Auburn.
pavement shall be painted with asphalt emulsion. (CSS-1) . 32. All required storm water retention/detention facilities must
be constructed and is operation prior to paving and
15. Street curbs shall be painted with formula WID-Y1 (yellow), 5 building construction unless otherwise approved by the City
feet from each side of all driveways and 15 feet each side of all of Auburn.
fire hydrants. ,;.
," ;�„ -
60 16. All required landscaping shall conform with City of Auburn Zoning 33. utilized as '
- _. or et e '
Ordinance, Section No. 18.56.
34. All rock shall confoA to Section 9-13 of. the,1980 State of
17. The Contractor shall install, replace, or relocate all signs, as "s•
Washington Standard Specificationil°: Unless shown otherwise,
5 5 shown on the plans or as affected by construction, per the City's
rock, aggregate for erosion protection sba11 be placed to a
Standard Detail. depth of 1 foot and graded as follows: 1/2"-2ea 1 2i
2"-4", 20%-40%; 4"-8", 40%-702.
T000f',5sr/r/E/=575 18. Electric and telephone lines shall be in a trench with a minimum
2/yx7X 3 l/X7X - -_--
2:/ /7xJX horizontal separation from other utilities (sewer, water, storm) 35. All do�nsspouts and footing drains shall be connected-to the
/ of five feet.
storm drainage system.
I ws E/ � Qi Notes t9 !�► 20 were deleted
21. All construction surveying shall be done under the direction of a �•°�"�
56
36. All downspout drains shall have 1 foot ,� cover mi�i,mwa.
`\ y licensed Land Surveyor or a licensed professional Civil Engineer. Unless otherwise specified, slope dtout drain at 1!.'
minimum.
37. Existing topographical information was obtained from the -„ - �>M•
client. ESM, Inc. assumes no liability as to 3. accuracy.
54
1 - - 38. Existing topography information for West Valley Hi*bway was
obtained from the construction plans for LID #317', 'dated .
February 17. 1981. Drawing No. 83 STR 2" SH9.
- E/►�A 3�4 Gt�ifi'a% �x tL/�Or�/OfS`'
Ail
SECTION Z-Z
I"= 20' Horiz.
�E* I 2' Vert.
low
�I
A. C. Afallhole Adaolal
J.
60 /2,�/r/;/� /5 IWe7 Corer-
r2�7e 07
Ar
- /
i Too o7"A-.r-/n E/a57.5 :
/rat' 3/�t'r / Oo Not /nsta// Cvrb @OverfYaw Spi//r✓ay.
i
-•-T.� � vYs Ei= sue.s
•
56
/E= 54.CZ-2
54 -- - --- -- - - -- - - - -- - -- - - -- --- - _ _ N roC R/�rnrr_ 4 A ,or; os � APPROVED
t�ioeX/5 16VVX/ �7/CfC / �� E�= •�vO DEPT. OP PuBLIC WORKS \
L 12 �/T!/17) ¢ /T!//7L%5 CITY O F AUBURN
v
>b •�iB o G.B. T�1I .. ,• , . . � ENGINEERING IDEP.�.RTMEN'T
�U/T7,C75 , OATS..�.-. -
--
5 Pin /�r� 5O, , h'P/f5 Ya�J'S; / �Pt'tU o
@ 9 vE
O list
SECTION Y-Y C.B#14 ,� �► � 23sc!' -ram
•
I°= 20' Horiz. Not To Scale
SCALE:
a8 020
CITY OF AUBURN REFERtNCE N0. -
h_
88DI M 8
32 F.•� F`i
r°
:
IA
W Corner SEC 12,T 21 W,R 4 E(Brass Mon. El 56.079') 'rotate -2d27'2" DRAWING SCD01
GENERAL NOTES �✓ ..—.. 4
--9 S 86' 21' 31" E 500.46' BAYS ® 30' = 270'
A 1 COVER-RENDERING ,
1: All methods, materials and workmanship shall comform to the
134363' I I 1985 UBC, As almended and adopted by city of Auburn
A 2 SITE PLAN
-••-..-..-..-..-.....-.. .. -..-...�.. _ I I ' ' A 3 ELEVATIONS BUILDING
r- -. ,•- A 3A ELEVATIONS ❑FFICE ,,
m � I ..L..-..-.,_..-.. .�-..-..-�.._..-. I -..-..-► .._.....,...-..-. .-..- 2, DESIGN LOADS
v -r•• -..-..-..-.._..- ..-.._.. SNOW L❑ADI 25 PSF
WIND LOADI 90 MPH Exposure 'C' A 4 PLAN
At I a
I I A 5 PLAN ❑FFICE FIRST FLOOR
o ' MTJj
Hydroseed i back of building SEISMIC ZONEI 33, Sods report allows 2,000 PSF soil bearingA 6 PLAN OFFICE SECOND FLOOR A 7 PLAN BOAT SHOP
FMj
I 4: Special inspection by approved testing laboratory required on all site
126' I ' ; I I I g high strength bolting, sprayed-on fire proof ing,structural masonry A 8 PLAN STORAGE AND FIRE EXT f °}
weldin
, and reinforced concrete A 9 PLAN MACHINE SDHOP
m ' I I 5, Washington State Energy Code heat loss calculations A 10 PLAN SHIPPING =
truck ' j 9 A 11 SECTIONS ❑FFICE
, required to be submitted �R
w ;° truck I I , ' q
6. Suspended ceilings to be designed for seismic A 12 SECTIONS AND DETAILS
^' truck ' I I I g j and calculations submitted for approval A 13 FRAMING SECOND FLOOR * i
+ I I 0 FUTURE
I I I 60 SE ACK 7. All roof mounted equipment to be approved by structural engineer A 14 ROOM SCHEDULE
A 15 DOOR SCHEDULE
�, I I I I ► with drawings showing locations and tie-downs A 16 PLAN FOUNDATION
. �
8, OCCUPANCY CLASSIFICATION
R\ Office and Warehouse B-2 A 17 PLAN FOUNDATION ❑FFICE
Z' (7 14
I , I Boat Shop H-4 A 18 FOUNDATION DETAILS
9, Provide automatic fire sprinklers for 'orciilnary group 3' storage to 20' A 19 FOUNDATION DETAILS
A 20 FOUNDATION DETAILS '
1
To comply with N,F,P,A, #13 and submitted to
300' x �270' _ �1,000 s f I 9 Surveying 9 A 21 INTERIOR ELEVATIONS
_ 2 q I t I I j Washington State Surve �n and Rating Bureau for review
II I j 10. Portable fire extinguishers as per N.F:P.A, #10 to be installed by owner A 22 STAIR SECTION
11. PROPERTY ZONE M-2, Heavy Industrial District
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Q Z Q �
w - 3 u�.
Z . W »�. :s.• I I , I
. .. ..... . .. .. I
C 1 GRADING & STORM DRAINAGE PLAN
�-
o o _ _ ___J__ C ter Line Ridge ,
� _ _ _�_ _�_ I C 2 TEMPORARY EROSION CONTROL
n , o I I ' ' fi , C 3 SANITARY SEWER & WATER
Ix.
z : 13 Q C 4 NOTES & DETAILS
¢ : w I Iol
� : 3 w ma OFFI C
v I 50' X180' , ' I I E 1 ELECTRICAL PLAN & NOTES =
I
v 4 000 i ' E 2 ELECTRICAL PLAN
sq. ft.
w * I I I I , ` E 3 ELECTRICAL OFFICE PLAN Ist F .II "
I Z ' ' I I I " E 4 ELECTRICAL ❑FFICE PLAN 2nd FL
�`' ' 4" 'GAS 45 x 130 j
Materiq% w
1 ` i 20' j
Q I e ' , Storage Pad
z , a
AC UNIT
L 1 LANDSCAPE PLAN
5 th St W _ I I {
cD Gas a er I
I
FIRE
_ BOATS OP I STORAG I EXT , ; Z
60' x 9 = 30' X MACHI E SHOP I „
S nita Drain
- .400 60' X 6q =3600
60 = 60 X �90 = 5,400 �
n
16 Gate
1.800'
I I in 6 fence j
S orm IDrair
: 44 ,
' I 6 0'
2 ' 128' 7 5 I �.
I ..-..-..-.._..-..-..-. _. I k
._.._. _..-.._.....
..-..-..-..-..-..-..-..-..-..-..-..-.....- .-..-.......�..-.....- .-..-..-..-..-..-..-..-..-..-..-..-........ .-
< N 88' 48 33 W 500.0'
I "
Future 45' Driveway ,
0 X 500
' UTILITY EASEMENT
Owl
..—..—..—....._ _ _ _ _ —.._..—..—..—..—..—.._ F
I ..-.._..-.._..-..-..-..-..-..-..-. - N 88' 4.8' 33" W 500..0' ..-..-..-..-..-..-..-..-..-.._..-..-..-..-..-..-..- ._
I
S I T E P L A IIIT
n
SCALE 1" = 40' - 0
PARKING REQUIRMENTS A;
98 Required NORTH
100 Provided
LEGAL DESCRIPTION �
TOTAL PARCEL:
The Northwest Quarter of the Northwest Quarter of Section 12, Township 21
North, Range 4 East, Willamette Meridian, in king Count✓, Washington:
f�
EXCEPT the West 30 feet for Road Number 69 as conveyed to King County by
Recording Number 694380
EXCEPT the East 6 feet of the West 36 feet as conveyed to the City of
Auburn for 68th. Avenue South by deeds recorded under Recording Numbers
8107150751 and 8107150752: r
,. ,�. Competition Special i� . � .
EXCEPT that portion therof condemned in King County Superor our', Cause 1-
Number 718093 for State Highwaky SR 16 . a.
2402 West Valley Highway North
LOT 1: Aurburn, Washington < '
The North 419.62 feet of the East 500.00 feet of the West 536.00 feet of
wry.
the Northwest Quarter of the Northwest Quarter �f Sect*1on 12, Township 21 North,
Range 4 East, Willamette Meridian, in wing County, Washington.
x
DATE August 29,1986 BY Pan
JOB 85019 APRIL 1986 85019 -
1
;T
88DI02 8 4 o f 4
pan