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BERM TO BE CONSTRUCTEDFOR LONG TERM EROSION 0:l-
CONTROL, AND HYDROSEEDED AS FIRST PHASE OF CONSTRUCTIO�Q.
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VICINITY MAP °
SCALE 1-= 1200' �►�r—
FERGUSOM i SONS INC 91 704
41D-
BDRY
curb
MARCH 19, 1984 ORDER NO. 853207
•
NOTES: DESCRIPTION:
\ \
/
53. 1) DATUM PARCEL A
` \ \ \ HORIZONTAL - ASSUMED
BASIS OF BEARING -EXISTING BOUNDARY SURVEY BY CITY OF GOVERNMENT LOTS 4 AND 7 AND THAT PORTION, IP ANY, OF GOVERNMENT LOTS 5 AND 6 AND TfiE
\
\` RENTON PERSONNEL PERFORMED IN NOV. 1977. BEARINGS SOUTHWEST , OF THE NORTHEAST y, LYING SOUTHWESTERLY OF THE RENTON-MAPLE VALLEY HIGHWAY NO.
\ b SHOWN ARE TAKEN FROM THE LEGAL DESCRIPTION RECORDED 1140 AND NORTH OF THAT CERTAIN BOUNDARY LINE ESTABLISHED BY PARAGRAPH 10 OF THAT CERTAIN
I.E.= 3 3.0 0 UNDER RECORDING NUMBER 8505150959. DECREE IN EQUITY ENTERED IN SUPERIOR COURT OF THE STATE OF WASHINGTON FOR KING COUNTY IN
\ VERTICAL - NGVD 1929 CAUSE N0. 90072 ON FEBRUARY 6, 1913, ALL IN SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST,
MIN. V SILT STO AGE \
_ I _,,: BENCHMARK - CITY OF RENTON B.M. s948: CHISELLED SQUARE W.M.;
"- AT S.E. CORNER OF CONCRETE WALK TO WELL i8 (BLDG. 703).
752.8 \ ELEV. - 43.49 EXCEPT THAT PORTION THEREOF LYING NORTHERLY AND WESTERLY OF A LINE DESCRIBED AS
\ \ FOLLOWS:
\ 2) MAPPING SHOWN HEREON IS BASED ON PHOTOGRAPHY TAKEN SEPTEMBER
DESILTATION POND _` \� \ 3, 1986. BEGINNING AT THE INTERSECTION OF THE EASTERLY LINE OF THE PACIFIC COAST RAILROAD COM-
NO SCALE \ PANY'S RIGHT-OF-WAY WITH THE CENTER LINE PRODUCED NORTH 81°56' EAST OF FIRST AVENUE NORTH
3) LEGAL DESCRIPTION SHOWN HEREON IS TAKEN FROM TRANSAMERICA SHOWN AS "COUNTY ROAD" ALONG THE SOUTHERLY LINE OF CAR WORKS ADDITION TO RENTON, AS PER
X \ \ TITLE INSURANCE COMPANY SUPPLEMENTAL REPORT *1, ORDER NO. PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, ON PAGE 47, RECORDS OF SAID COUNTY;
853207, DATED MAY 15, 1985. _ THENCE SOUTH 23°38'45'• WEST ALONG THE EASTERLY LINE OF SAID RAILROAD RIGHT-OF-WAY 38.76
FEET, MORE OR LESS. TO THE SOUTHERLY LINE OP A COUNTY ROAD. WHICH POINT IS MARKED BY A CON-
` \\ \ 4) THE SOUTH BOUNDARY OF THIS PROPERTY IS THE ORDINARY HIGH CRETE MONUMENT;
x47.2 \ \ \ ` WATER LINE OF THE CEDAR RIVER OR THE LINE ESTABLISHED BY S.C. THENCE ALONG SAID COUNTY ROAD LINE NORTH 86°12' EAST 99.82 FEET TO A POINT ON A CURVE
\ \ \ s90072, WHICHEVER IS FURTHEST NORTHERLY. TO THE RIGHT WITH A RADIUS OF 256.48 FEET. WHICH POINT IS IN THE SOUTHWESTERLY LINE OF
\ \ _ MAPLE VALLEY ROAD;
\52 THENCE CONTINUING ON SAID SOUTHWESTERLY LINE ON SAID CURVE TO THE: RIGHT AND PARALLEL
` NOTES WITH THE CENTER LINE OF SAID MAPLE VALLEY ROAD, A DISTANCE OF 180.45 FEET;
THENCE CONTINUING ALONG SAID MAPLE VALLEY ROAD LINE SOUTH 41°25' EAST 1,228.45 FEET TO
\\ \ 1_ FINISHED SURFACE TO BE 1 112 MINUS. THE TRUE POINT OF BEGINNING OF SAID LINE;
` \ \ 2BANK ADJACENT TO CEDAR RIVER TO THENCE SOUTH 47°32'30" WEST 2.25 FEET;
.
' c THENCE SOUTH 88°26'00" WEST 25151.95 FEET;
BE HYDRO SEEDED AND PLANTED AS THENCE SOUTH 39°24'35" WEST 73.20 FEET;
\ `X51.9. \ PPROPRAITE TO PREVENT EROSION. THENCE NORTH 79°04'40" WEST 176.04 FEET;
h THENCE SOUTH 27°58'20" WEST TO THE BOUNDARY LINE ESTABLISHED BY PARAGRAPH 10 OF THAT
\\ 3. ORDINARY HIGH WATER MARK CERTAIN DECREE IN EQUITY ENTERED IN SUPERIOR COURT OF THE STATE OF WASHINGTON FOR KING
\\ \ \\\: `\ APPROXIMATELY ELEVATION 30 COUNTY IN CAUSE NO. 90072 OF FEBRUARY 6, 1913, AND TERMINUS OF SAID LINE;
/ x45 B Xa92 0 \ ` 4 \EXISTING CONTOURS FROM AERIAL PHOTO
O \ EXCEPT RIGHTS OF THE STATE'OF WASHINGTON IN AND TO THAT PORTION, PAST AND PRESENT, IF
\ \\ \\ d�►TED 3186 ANY, OF THE PROPERTY HEREIN DESCRIBED WHICH LIES BELOW THE LINE OF ORDINARY HIGH WATER OF
THE CEDAR RIVER;
x49 2 paved \ \\ \ \ e AND EXCEPT THAT PORTION THEREOF LYING NORTHERLY OF THAT CERTAIN BOUNDARY LINE ESTAB-
LISHED BY PARAGRAPH 10 OF THAT CERTAIN DECREE OF EQUITY ENTERED IN SUPERIOR COURT OF THE
STATE OF WASHINGTON FOR KING COUNTY CAUSE NO. 90072 ON FEBRUARY 6, 1913, AND SOUTHERLY OF
` Cb THE THREAD OF THE PRESENT CHANNEL OF THE CEDAR RIVER;
x 4 8 8 O S \ \ \ SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
D
x49 0 • Cb\
. ae 9 \ ,
47. x499 \1. \ \ LEGEND }
X = EXISTING SPOT ELEVATION
C \ \ �\ \ 40 — = EXISTING CONTOURS
paved x495 \ \F7177=2 = EXISTING CONCRETE WALLS
x47 9 \ \ \ \ B = EXISTING BUILDINGS
;K 40 51 0� \ C = EXISTING CONCRETE PADS
x377 \ \ \\ \b
X3�7 \ cb \ \ `\ = EXISTING VEGETATION
100 YEAR FLOOD PLAIN
x407 vv vv
x,50.6\ \ —
e PROPOSED CONTOURS
- -T --- 406 x 402
x402
x 40 4
\ IA512`
X399 x41.24 \ \ \ \
a� x'y X425
4
X' 4 C \ \ \
1 fh
\ \
X39-2
x42 9 \x 1.7\ \
x3e X3e = \ \ \ \
6
C. X68 J 38 3 x 4�
x38 y X,S`J 2
\ \
x401 z8 \ �- 52.02 \v \
BNDY. LINE EST BY S.0 DECREE NO. 90072
L_ �I I I I Ir V YLVL I M I 1 VI• M LV IVU \
THE RIVER CONSISTS OF GRASSES 81
DECIDUOUS TREES, TYP
x CD A CITY OF RENT N
1.7
Q
JAN 2 (1987
x \
BUILDING/Z( miW u DEPT.
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
GRADING PLAN for
STONEWAY CONCRETE INC.
1915 Maple Valley Hwy. Renton Wo. 980 5 5
DESIGN 9DD. PAORIC4 DATE 11 / 13 / 86 FILE NO.
DRAWN o /r
CHECKED - SCALP 111 = 50' FIELD ■OOKiE19PAGF24
I
NO. REVISION BY I APrRAPPROVED . I DATE ( DIRECTOR OF Fu■uc WORKSSHEET OF
54P- 00S-S�7
0 HUGH G. GOLDSMITH 8 ASSOCIATES, INC.
Consulting Engineers • Surveyors • Planners
13 86121
1 , .
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FENOIRON i SONs we 91 704 .
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t'� e�fit
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.-50ME A L?)T10HAL-
TFZEES TO �3E
IN THIS
f AfZI� I�I7iz�M�r`!'1�-�
l2l lZEGTI ON.
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_EXi WING CON14 � T E WAL L 5
!> JO BE REMOVED (TYP.)
x54,
T BE REM
9!9;:
42
EXISTIN STOFwK PILES _
4C3
1I y x 34. l
...
HYDROSEE� MIX CHAIN LINK FENCE
Provide the following: PROVIDE THE FOLLOWING:
X, 53\ \
A. MULCH \ \ \\ A. DESCRIPTION END AND CORNER POSTS
2000 lbs. per acre of "Silva -Fiber" (Weyehauser) or equal. \ ` Height of perimeter fencing and shall be six (6) feet. Fence shall have top 3" O.D. weighing net less than 5,79 lbs. per L.F.
B. STABILIZER \ \ \ and bottom tension wire. 5ottom fabric of fence shall be 1/2 inch ;rinimum
80 lbs. J-Tac per acre. �*b and two inches maximum above ground. See plan for fence location. LINE POSTS
C. FERTILIZER \\ \, \ 2-1/2" O.D. weighing,not less than 3.65 lbs. per L.F.
10-20-20 controlled release granular form. Apply at a rate of 500 lbs. per\
acre. \ ctr\ POST BRACES
D. GENERAL WILDFLOWER MIX �:, \, ? \ B. MATERIALS Braces shall be 1-5/8" O.D. and weigh not less than 2.27 lbs. per lineal
27 * 2 8 9
30 lbs. per acre: `. \ \ foot. Braces shall be provided for each corner or end post. Braces shali-
72% Strawberry Clover \ \ \ GENERAL Extend from a point 6" below the top of each corner, pull or end host
5% Chrysanthemum leucanthemum - Shasta Daisy/Ox-Eye Daisy `\ \ * All material used in construction of chain link fence shall be diagonally down to base of adjacent line post.
2% Oenothera missouriensis -Missouri Primose _ , \ new. Iron or steel material shall be galvanized except as hereinafter
5% Linum lewisii - Blue Flax \ �, \ provided. Imperfectly galvanized material or material upon which serious ZINC COATED STEEL FITTINGS
2% Papaver nudicaule - Iceland Poppy 11 \ r \ abrasions of galvanizing occur will not be acceptable. All accessories Miscellaneous steel fittings and hardware shall be of commercial grade cr
3% Rudbeckia hirta - Black Eyed Susan \ \ \ shall be free of sharp edges. All welded members to be galvanized after better quality, wrought or cast as appropriate to the article, and
5% Lupinus succulentus - Arroyo Lupine �, welding in single piece. sufficient in strength and otherproperties-to
2% Coreopsis tinctoria - Plains Coreopsis 1 \ `\ when used in conjunction with fabricc, posts andrwires ovide aofbatheced design
�► 3% Digitalis * qualities
g purpurea � \ \ • `` \• \ The base material for the manufacture of steel pipe used for r , \ , p p posts and specified herein. Weight of zinc coating on below listed steel fittings
\ \ braces shall conform to requirements of ASTM Designation A120, except shall be 1.2 oz. per square foot.
Seed mix available from Clyde Robin Seed Company, Post Office Box 2855, Castro \ \ \\ \ weight tolerance on tubular posts shall be applied as provided below.
Valley, California 94546 (415)785-0425. j15.00 per pound. � � \ \� CAPS
All posts and braces shall be hot -dipped galvanized. They shall have a All posts for chain link fence shall be fitted with approved
pp galvanized
minimum average of 1.8 oz. zinc coating per square foot of surface area pressed steel or aluminum cap on each
,r \ p post designed to exclude moisture.
with no individual test being less than 1.2 oz. zinc coating per square
- foot of surface area. In the cese of members made from pipe, this area TENSION BARS
\ \ \\ is defined as total area inside and outside. A sam l: for computing Hot p p g dipped galvanized steel bars shall be not less than 1/4" x 3/4" and
c average of weioht of coating is defined as a 12-inch piece cut from each equivalent to fabric height. Bars are to be threaded through fabric and
/ end of galvanized member. Fittings, attachments and hardware shall be attached to posts by means of tension bands spaced not to exceed 14". One
galvanized in accordance with requirements of ASTM Designation A153. bar shall be provided for each end post and two bars for pull and corner
/ 'ih� Other materials shall be galvanized as specified hereinafter. posts.
FABRIC \ TENSION BANDS
All chain link fabric shall consist of commercial quality steel wire Hot dipped galvanized steel tension bands shall be provided with tension
x45 , \ woven into An approximate 2-inch uniform diamond mesh. Fabric shall be 9 bars at each end or corner post. These bands shall be flat steel 1/8" x
\gauge wire (0.148" diameter), knuckled selvage on top and bottom. 3/4". Spacing on post shall be at not more than 14" intervals.
Shall conform to ASTM Designation A392 and shall be Class I galvanized by BRACE BANDS'
x49 ap t!' \ hot=dip prb�ess. `\1 Galvanized steel brace bands shall be provided where bracing is required on
* ` �\ end corner or pull posts. These bands shall be securely fastened to posts
�J\ Fabric shall be\pla \d on park side of posts. and used with a rail end. Bands shall be of 1/8" x 3/4" flat steel.
TIES OR CLIPS
BDRY
Ties or clips shall be provided for attaching chain link fabric to line
posts at intervals of not more than 14". Ties may be of steel 11 gauge
---" --' x49 0 b ` (galvanized) or aluminum 9 gauge.
r 48 9 \ \ \
TRUSS RODS
3/8" diameter galvanized with drop forged turnbuckles or otherwise
g _ --�-� \ Z14 \ \ adjustable fitting. Fasten to posts with heavy pressed steel connectors.
rdxG3'.� - �-44 '' J f4�9 TENSION WIRE
x f �\ ` `\
This reinforcing wire shall be No. 7 gauge coil spring wire and shall have
zinc coating of not less than 0.80 oz per square foot.Galvanized 9 gauge
•/l \ hog rings shall be provided for attaching tension wire to fabric at
s
intervals not exceeding 14".
,"
y��f x 49 5 `\ \ \ BOLTS AND NUTS
$._:.ix - t i ¢y paved', \ �51. \ Tension and brace bands to be fitted with hot dipped galvanized carriage
bolts and nuts.
LINE (INTERMEDIATE) POSTS
Line posts shall be spaced at not morethan 10' intervals, plumbed in line
�`` _ •„,� � � - � \ \ \ \ and placed n a vertical position Al1 poststobe set in concrete
¢�_.--». , posts be with cap. Fabric to be attached to line k 4 0 \. \ \ with 11 gauge galvanized steel or 9 gauge aluminum ties spaced at not more
LIMITS Of WORK \ s• y ,•- ..,. Tubular
�s
, � ,F` ....._.,. :="._'�,v..,••. /,._._,,,, i � �.-; .. '••-ter .: E .L�. 9 P
\ than 14" intervals. Twisted ends of ties to be away from park.
\ posts
\
•� _.---""— / is i; ti S° .as ��•.'_-.....-.._....._... -- ' p,r' �� ' � T,.-`L 7 / A
x40 8 4' �; (� i� x 37 7 \7 i \ \ \ \ ;, TERMINAL POSTS (END, CORNER, AND PULL POSTS)
`� \ cb \ Shall be plumbed and placed in a vertical position. All posts to be set in
�1 �--- '. \ concrete. Tension bands and bars to be provided at each terminal post and
two bands and bars for pull and corner posts. Bands to be spaced on posts
at intervals of not more than 14". A corner post is required when line of
,- - •i ) �`;. \ \ fence direction changes 30 degrees or more. Pull posts are used to
facilitate stretching in long runs of fence and abrupt changes in grade
x'9_5 :' x404 -� �.�,..:-�-•� =' +c 4ii° _.-.-•�`� i line. Install tension truss rods from terminal end or corner post to
, ham.-_�..�-.;- .�� �4 i ,.._-, ;-, -y ... ddjacentllinelpost.
i k
S'""-''
•� ~� x 3' i!`� POST SETTING (FOR LINE, PULL AND TERMINAL POSTS)
L f 4;f x 402 Diameter Minimum Depth Post Embed- Height o Post
t }"�5. _S_.., 61 H26" m24t 5' - 4 Line
q- 8 32 5 4 Terminal
,,k __- ,\. Note Where rock conditions exist, post setting to be determined by
`�`- Owner's inspector. Posts for 10' fabric sections shall be embeddec in 36"
x3C3 J,i x 39 2 ) ) �� \ minimum concrete footing with 9" minimum diameter.
!` CONCRETE
�' ♦ 1 [iV x 7 x42 5 S To be 2,500 psi, 5 sack mix, and crown all posts to shed water.
Z r a 3 2 I' FABR I C
•<7-`']
1t -� Pov ed x39 To be stretched tight, approximately 1-2" above ground, from terminal posts
and shall be fastened on side of line posts as specified. Fabric to be
fastened to line posts by ties spaced at intervals of not more than 14" and
=1c '
14" for top rail. Fabric shall be cut and fastened to each terminal post
independently by tension bar with bands. Tension wire shall be fastened by
1. �l x38 2 means of hog rings spaced approximately 14" apart. Fabric rolls to be
joined by a single strand of fabric woven in to form a continuous fence
x 3'9.2 i R3y u� r, line.
•"n..� .....; x 38 6 ;
:`+�v'.,.• x 36 8 - --"� FABRICATION AND WORKMANSHIP
�X• s n 'n 11 r
i 1 i n f m ri 1 f rnihed'a d i to ed undo - - - s. ..=.=•�=:�:�:�:�:�:�'� z Fabr ca ion an insta' at c o ate a s u s s
(•' •.M- ...........x 38
- `� .... ..... .... .... .... ..... ..... ....:•:.��if•: a these specifications tions shall be first class and show careful, finished
. ...:................
..... .-... •...... ..... .... .... .... ..... .. workmanshipin all respects.
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CITY OF RENTON
29.5 r:: w .. �. ti: `� _ -\ 11 x "IAf4 TIE
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1.7
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-- 2 71987
13NDY. LINE EST BY S.C. DECREE N0. 900, 2 /
- ` \ \ \ \, \ \ `; \\ BVILDING/ZONING DEPT.
:
LEXISTING VEGETATION ALON `�-.-
• CITY OIF RENTON
• THE RIVER CONSISTS OF GRASSES 8 DEPARTMENT OF PUBLIC WORKS
"i 0• r1y� •"�"''' DECIDUOUS TREES, TYP Q NUGN G. GOLDSMITHA�IE< INC.
Consulting Engineers Surveyors Planners l-A�1[�CD4�� PLAN f o r
STONEWAY CONCRETE INC.
o 861E1 1915 Maple Valley Hwy. Renton Wa. 98055
�' , C DESIGNED G I / - / 8
b DATE FILE NO.
w
!� DRAWN
CHECKED SCALE 1 = 50' FrtaD ■00Klb `A(M 4
NO. RIEVISION my APPR. DATE APPROVED SHEET___ _j OF
DIR[CTOR OF PUGIIC wowK•
lAlJw � ilJAO wR. Y :. u
IN 5,000
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35.69
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_ CITY OF RENTON
x 29.5 CD
SEE PROXIMgTE S I.7 D,
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/ x 29.6 �\ \ GUILDIN6 2UNINO 0EP .
BNDY. LINE EST BY S.C. DECREE NO. 90072
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
O HUGH G. GOLDSMITH & ASSOCIATES, INC.
Consulting Engineers • Surveyors Planners AERIAL TOPOGOF RAPHY MAP
RENTON BATCH PLANT
FOR
o o o 8�121 ••
N � �; o STONEWAY gCONCRETE INC.
ITUj 7 rn DESIGNED DATE FILE NO.
ui
• rewu .Q G
Sf^OO5`17
CEDAR RIVER PARK
N
BOUNDARY
C Ep,4,q
ECpLOGY BLOrk � .
CITN o; ReNTON
,Ar
'G/ZONING DEPT.
REV. NO. DATE DESCRIPTION MADE BY CHECKED REV. NO. DATE DESCRIPTION MADE BY CHECKED SCALE I 501 •+ D. P,%.% JOB NO. 86121
r ° G0� EXISTING ECOLOGY BLOCK WALLS
Q� ,......., .I .• G. D
DRAWN K. MEEK ,rPr;�0 w�sh,. ,9p • V`�` F WAS h,`�;i SHEET
HUGH G. GOLDSMITH and ASSOCIATES INC - f~ c�
• f DATE $- 17-87 � � !'� i � 6 2 S-, Zy
CIVIL ENGINEERS PLANNERS LAND SURVEYORS APPROVED : R.P. i STON SWAY CONCRETE xi
FIELD BOOK �•
501 LYON BUILDING SEATTLE, WASHINGTON 98104 622-1080 _ :
~�i'•
PAGE f RENTON WASHINGTON
�•.....••• -
ER-R AR Rl R, INC.
: t"' OCR S'- 87
FERGUSON i SONS HIC 91 704
P- 005-ffl
RE I� OFF RE NT��ON
D
JUL 1.41987
\J 1 -
. e-- _
r
a NOTES:
FUTURE FINISHED GRADE --- -� �03 \ ---- ns
Z •2 3 W I , 1 \ \\ \ HORIZONTAL - ASSL7iED
T 40` \ BASIS OF BEARING EXISTING BOUNDARY SURVEY BY CITY OF
aw
ST 5 _ err _ =,,
4 Q ti p, _ w�� � RENTON PERSONNEL PERFORMED IN NOV. 1977. BEARINGS
z 11 ��, Windsor 6 �`� b SHOWN ARE TAKEN FROM THE LEGAL DESCRIPTION RECORDED
JItOrNNARI(1N S[� O Hills Pork S� �- �I_E.=33.00 UNDER RECORDING NUMBER 8505150959.
clm Sch a �' Apr' •`G�►Q " MIN 1' SILT STO AGE \ \ VERTICAL - NGVD 1929
i ;rr
="=''''" a c \ BENCHMARK - CITY OF RENTON A.M. s948: CHISELLED SQUARE
,13 G �S m ��Ir�rr rrcncrrc G _ cllc11=1'�r:
J I > Y z _~`� \ N``4 V r 1 �j 257 52.8 \ AT S.E. CORNER OF CONCRETE WALK TO WELL i8 (BLDG. 703).
\ ELEV. 43.49
/W J i Q N QF7CM5 ST��/ ti \ \\ \
J ( WST
J \ SECTION A -A NI
2) MAPPING SHOWN HEREON IS BASED ON PHOTOGRAPHY TAKEN SEPTEMBER
a n- 2 E `'" " ��!= NO SCALE DESILTATION POND �` 3, lsas.
�" ``'� �'P NO SCALE \
ti 5.G OaWAY rq 0� M TO BE CONSTRUCTED fOR L NG T RM EROSION 3) LEGAL DESCRIPTION SHOWN HEREON IS TAKEN FROM TRANSAMERICA
-, g =Ef' MT OLIVE;,
S� a rrrT�� �x5z 5
Q`O ,'`y ROL, AND HYDRFt
S S ASE C TI \ \\ \ \ TITLE INSURANCE COMPANY SUPPLEMENTAL REPORT sl, ORDER NO.
853207, DATED MAY 15, 1985.
bVirt
(n ? .P°% /Cedar Riv ' v J \ \ 4) THE SOUTH BOUNDARY OF THIS PROPERTY IS THE ORDINARY HIGH
M \�(/ x47.2 WATER LINE OF THE CEDAR RIVER OR THE LINE ESTABLISHED BY S.C.
T s90072, WHICHEVER IS FURTHEST NORTHERLY.
�h 'fir 20�;
(n
ST 'yi
169
1_ FINISHED SURFACE TO BE 1 112 MINUS.
•
c �\ 2. BANK ADJACENT TO CEDAR RIPER TO
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7 a > S s Renton Hill �` g'_'1 - - -
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PROJECT SITE
BDRY.
VICINITY MAP °
SCALE 1 1200' -
_ x� p Ov tC
X48 9
r^4-
01
46 2 �.
9 \
EXISTING CONCRETE WALLS c-
TO BE REMOVED (TYP.)
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x43LI x32 , x31 7 c \
x 34 ING B
Tb\,BE REMOY '
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x,3 3 3
x 7- 0lo x 32 5
42 x,L�
x 30 4 x30.9 %-A0 1
35. EXISTIN STOCK P LE-•S
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368
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x 3 2.5 39
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x 48 9
Xa z LIMITS OF WORK
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x 4 la
3.39'
.4. 6" OVARY P 32
orro SP 1 7 x32 1 x322
F FI L L TO MATC ITIN - -
RE ON PARK PROPERTY
\ A
A,1•RO c U N Y
APPROXI T � AP O
DESMLTATION POND TIOi AT _
0 1 1 16im"m
E
BNDY. LINE EST BY S.C. DECREE NO. 90072
: 0
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w WIT NO, • . :I -III w 4. �`
x 49 2 p ov ed
x369 x389
\ BE HYDRO SEEDED AND PLANTED AS
PPROPRAITE TO PREVENT EROSION.
3.40 INARY HIGH WATERMARK
XIMATELY ELEVATION 30
x 49.2 0\ , 4 CONTOURS FROM AERIAL PHOTO
E 3186
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MARC, ORDER NO. 853207
1)ESc
PARCEL A
GOVERNMENT LOTS 4 AND 7 IAT PORTION, I F GOVERNMENT LOTS 5 AND 6 AND THE
SOUTHWEST , OF THE NORTHEAST ,,LYING SOUTHWESTERLY OF THE RENTON-MAPLE VALLEY HIGHWAY NO.
1140 AND NORTH OF THAT CERTAIN BOUNDARY LINE ESTABLISHED BY PARAGRAPH 10 OF THAT CERTAIN
DECREE IN EQUITY ENTERED IN SUPERIOR COURT OF THE STATE OF WASHINGTON FOR KING COUNTY IN
CAUSE N0. 90072 ON FEBRUARY 6, 1913, ALL IN SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST,
W.M.;
EXCEPT THAT PORTION THEREOF LYING NORTHERLY AND WESTERLY OF A LINE DESCRIBED AS
FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE EASTERLY LINE OF THE PACIFIC COAST RAILROAD COM-
PANY'S RIGHT-OF-WAY WITH THE CENTER LINE PRODUCED NORTH 81*56' EAST OF FIRST AVENUE NORTH
SHOWN AS "COUNTY ROAD" ALONG THE SOUTHERLY LINE OF CAR WORKS ADDITION TO RENTON. AS PER
PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, ON PAGE 47, RECORDS OF SAID COUNTY;
THENCE SOUTH 23"38'45" WEST ALONG THE EASTERLY LINE OF SAID RAILROAD RIGHT-OF-WAY 38.76
FEET, MORE OR LESS, TO THE SOUTHERLY LINE OF A COUNTY ROAD, WHICH POINT IS MARKED BY A CON-
CRETE MONUMENT;
THENCE ALONG SAID COUNTY ROAD LINE NORTH 86*12' EAST 99.82 FEET TO A POINT ON A CURVE
TO THE RIGHT WITH A RADIUS OF 256.48 FEET, WHICH POINT IS IN THE SOUTHWESTERLY LINE OP
MAPLE VALLEY ROAD;
THENCE CONTINUING ON SAID SOUTHWESTERLY LINE ON SAID CURVE TO THE RIGHT AND PARALLEL
WITH THE CENTER LINE OF SAID MAPLE VALLEY ROAD, A DISTANCE OF 180.45 FEET;
THENCE CONTINUING ALONG SAID MAPLE VALLEY ROAD LINE SOUTH 41*25' EAST 1,228.45 FEET TO
THE TRUE. POINT OF BEGINNING OF SAID LINE;
THENCE SOUTH 47'32'30" WEST 273.25 FEET;
TIiENCE SOUTH 88"26'00•' WEST 251.95 FEET;
THENCE SOUTH 39'24'35'• WEST 73.20 FEET;
THENCE NORTH 79°04'40•• WEST 176.04 FEET;
THENCE SOUTH 27°58'20" WEST TO THE BOUNDARY LINE ESTABLISHED BY PARAGRAPH 10 OF THAT
CERTAIN DECREE IN EQUITY ENTERED IN SUPERIOR COURT OF THE STATE OF WASHINGTON FOR KING
COUNTY IN CAUSE NO. 90072 OF FEBRUARY 6, 1913. AND TERMINUS OF SAID LINE;
EXCEPT RIGHTS OF THE STATE OF WASHINGTON IN AND TO THAT PORTION, PAST AND PRESENT, IF
ANY, OF THE PROPERTY HEREIN DESCRIBED WHICH LIES BELOW THE LINE OF ORDINARY HIGH WATER OF
THE CEDAR RIVER;
AND EXCEPT THAT PORTION THEREOF LYING NORTHERLY OF THAT CERTAIN BOUNDARY LINE ESTAB-
LISHED BY PARAGRAPH 10 OF THAT CERTAIN DECREE OF EQUITY ENTERED IN SUPERIOR COURT OF THE
STATE OF WASHINGTON FOR KING COUNTY CAUSE NO. 90072 ON FEBRUARY 6. 1913, AND SOUTHERLY OF
THE THREAD OF THE PRESENT CHANNEL OF THE CEDAR RIVER;
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
LEGEND
X = EXISTING SPOT ELEYATIO_N
4 0 - = EXISTING CONTOURS -
= EXISTING CONCRETE WALLS
L-L B = EXISTING BUILDINGS
\
\ C = EXISTING CONCRETE PADS
\ = EXISTING VEGETATION
D
\
100YEAR FLOOD PLAIN
\
b - - 40 = PROPOSED CONTOURS
f�
X42 9 5
IN
380 - -- 52.02
x 40 I pa
41 2 -
x 51.7
Y. 40 6 - -
APp o x 29. x CITY OP• RENTON
S OXIMATE �- 1.7 nN m � o w�
EE O NOTE SOU :< -
x 1987
�\ x2 E3 DING/ZONING DEPT.
EXISTING VEGETATION ALON C I T Y OF RENTON
THE RIVER CONSISTS OF GRASSES 81
0 HUGH G. GOLDSMITH 8 ASSOCIATES, INC. DEPARTMENT OF PUBLIC WORKS
DECIDUOUS TREES, TYP
Consulting Engineers •Surveyors •Planners GRADING PLAN for
STONEWAY CONCRETE INC.
0 86121 1915 Maple Valley Hwy. Renton Wa. 98055
o
DESIGNED DATE 11 / 13 / 86 FILE NO.
w
DRAWN 15o iT
CHECKED SCALE I = 50 FIELo mooK 63_9PAGE24
NO. REVISION my APPR. DATE APPROVED SHEET I OF_ -
DIRECTOR OF PUBLIC WOR1c•
x ' J -
x39 2
i
z 412;
x 42 5
x4 6
x41.`_
04•"S WNC 91'04