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File: P:\SDSKPROJ\5911\ENGINEERING\59111D4.DWG Date/Time: 01/28/1998 16:58 Scale: 1=20 Jason Xrefs: Z591118, m.H43-0;�l
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File: P:\SDSKPPOJ\5911\ENGINEERING\59111D5.DWG Date/Time: 01/28/1998 16:59 Scale: 1=20 Jason Xrefs: Z59111B, SA- 1-98''OA/
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PROPOSED PLANT LIST FOR CONCEPTUAL WETLAND MITIGATION PLAN
Common Name
Scientific Name
Quanti
Size
Spacing
Notes
Oregon ash
Fraxinus latifolia
19
8' — 10'
12' O.C.
B&B
tall
Pacific willow
Salix lasiandra
10 6'— 8'
12' O.C.
B&B; mutli-stem (3 stems
tall
min.
Scouler's willow
Salix scouleriana
36' 4'
4' O.C.
Fresh cut; plant w/in 24
cuttings
hours of cutting; '/4" to'/2"
dia cutting; bark intact.
Sitka willow
Salix sitchensfs
24' 3'
4' O.C.
Fresh cut; plant wfin 24
cuttings
hours of cutting; Y4" to 112"
dia Cutting; bark intact.
Pacific ninebark
Physocarpus capitatus
6
( 3'— 4'
6' O.C.
5 gal container (min);
tall
multi -stem 3 stems min.
sweet gale
Myrica gale
0
3'— 4'
5' O.C.
5 gal container (min);
tall
multi -stem 3 stems min.
red -osier dogwood
Corpus stolonifera
30
3'
Fresh cut; plant w/in 24
cuttings
hours of cutting; t/4" to 12"
dia cutting; bark intact.
Commom cattail
Typha latitolia
0
4" — 6"
12%18"
3 tubers planted in vicinity
tubers
O.C.
of each location shown on
Ian.
-NU i t: wnen planting cuttings or canes, each planting location receives a minimum of 3 cuttings or
canes per site.
Seed Mix #1: This mix is intended to be used in the upland area (buffer) adjacent to a wetland or
stream channel. The species mix is intended to fix nitrogen and prevent erosion. This
mix may be difficult to find with all of the species listed. Spread rate is 20 pounds to 25
pounds per acre. At a minimum, She .;^,ix sho,_'j contain the gasses and leciumes listed
below:
redtop bentgrass
red fescue
while Dutch clover
Arnerican vetch
Sall (seed)
Oergjn grape (seed)
Sword fern (spores)
Agrostis alba
Festuca rubra
Trifolium repens
Vicia americana
C:aultheria shallon
Mahonia nervosa
Polystichum munitum
20% of seed mix
200/0 of seed mix
259'0 of seed mix
25% of seed mix
5% of seed mix
3% of seed mix
2°0 of seed mix
Seed Mix 1:2: T hr mix is intended to be used in the newly disturbed areas of a created wetland or
stream channel. The species mix is intended to control erosion and reduce strength of
invasive species. This mix may be difficult
to find with all of the
species listed. Spread
rate is 10 pounds to 15 pounds per acre.
At a minimum, the mix
should contain the grass
and sedge species species listed below:
tall mannagrass
Glyceha elata
20% of seed mix
fowl bluegrass
Poa palustris
10%
beaked sedge
Carex rostrata
7%
slough sedge
Call obnupta
7710 of seed mix
dagger -leaved rush
Juncus ensifolius
8% of seed mix
toad rush
Juncus bufonius
8% of seed mix
small flowered (fruited) bulrush
Scirpus microcarpus
15% of seed mix
creeping butter -cup
Ranunclus repens
15% of seed mix
marsh cinquefoil
Potenlilla palustrus
10% of seed mix
CREATED W ETLAN D
17y00
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11,0101
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CR.D,fj-yEGTION DETAILS SHOWN ON 5141ET5 G16 k ,;17 of o
• 5HADED AREA5 ARE WETL AND5 GREATED FOK MIT GAT\ON
• 16 - h1EW F10\51AE O (:�KADE CONT'OUR5
• 5A15E INr0iZMAT1 ON PROVIDED by DAR(;INM .-N CON51JL-TINQ F�ICZINEER'S ING-
CONGf_➢TUAL WETLAND MITIGATION PLAN FOR DESIGNED BY:
DRAVM BY.
ZELMAN DEVELOPMENT CO MRANY APPROVED BY:
REVIS11i BY-
OAK5 LCHECKED BY:
BU51NLSS PARK
JOB NO. ISHEETW?l OFL RENION, WASNI NGION
t DESCRIPTION DATE WATERSHED DYNAMICS, INC.
1833 Auburn Way N. Suite F
Auburn, WA. 98002
73&42M Fay 735.4289
5R-ly, �n-D�I
d
N
U
W
O
0.
LIGHT J-Bo
LUMINNN
FIRE HYDRAN
WATER VALV
ry
ry— —
ryh9 .
I x
I
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..
ry ry \
:::`..::::.. ry 15 CI b /' / 9�,• /� I CB #14018
::.. •.
SOIL TEST PIT #6 xry ROADWAY AND PUBLIC UTILITIES
...... . .
o
} \ \ \ \ I EASEMENT, REC. N0. 7406170474 / �/ l'
x / SSMH #14820 \���� "� / / �j / I gyp` b
SSMH 14822�
Q
............ Jj I
io
SLITM-3-EVER ry. h ryb� SSMH # 15193 SS'H # 1 3�6
.:.
SANITARY SEWER �—� �- "1 �/ BP,R ED WIRE FENCE /)
x
oe SSMH #14747
xry`- SSMH510� 6 xry I
..::'A44,- e
X::.::::::::: � / � 1-� � a � / ry ��` � —� ory N SSMH #14035
0 SSMH #15469
- ry — — — x / �' #
� ry
BARBED-WIRE FENCE o A ry° n3
l - - � x �� // �3$ �6Y' �� '�° /- X'�� i I I raj SSMH 14034
ICY 0P RENTON-�ryp \ I / / / //5' / /� /00
ROADWAY AND PUBLIC UTILITIES / / /
- ,� ,tio0 0 \\ o x x^ 05 �.l ' /j / 9 /j I I � SSMH 14032
\ EASNEN?, RE`(.. NO. 7407190576 o` ry0 op I
_ IE 18" CMP=14.08 / \\�
:.........
(WHICH IS INTENDED TO BE THAT x xti h° ' W TF
\ ryo PORTION Or MAIN EAST
1EASE�IEN ry°0 xry J ry�s^ \\O / xry I
ON PARCEL K �- ry ° ° / J i' ��� �/ -. x / ��/ / 6i�b�_�
.............
- \ x �^ / I \ p' / b / ^e x WATER VALVE
�� . ^° / + �I » 0.09 /� - - �x h �ry6 ' p
10 10, X 72' ry6'ry xryry' s ry o ^ah FIRE HYDRANT
�cr GUY 5� _� - �--x=NSClO � / / ry° x CITY OF RENTON I o x�
_ _
ry px `� .�� �` ry^ti / I �� / \\\i % i�3�j�i l� ,5, -. / / / �° / / x ROADWAY ANDV� I h°
° ry ry^ \ \ x Z ry° l 5 / / _� x 'J5»� 00 / �/ / �I p / / 74071905721 x
/ IE 18" CMP=11.94 \\� /�qi� -sue -� / / UTILITIES EASEMENT
cv,
xry^ 5� \ a� / ^^ / / 94 5' - "`- �- '� / /^o'' I I LItST
- xry.- \ ,Yry / / %�� x a 84'2335 E / �� / / / xry6
LI�tINAlRE
WATER VALVI / / 7 / »� x � �- �- __ �f x / / 2Qryh I I I '�0� a' i
/i� 35 x / /
I' :.:::�'::: x �- � ��ryry�h X-
_ DRAINAGE
ery :::.ti'b.:::::`/96g8:-
x ti* y 42 I =_P — — — — — — — — — �a a
xryry Ix CS #14024
Jr rn \ SO TEST PIT #9 I l .� / 5/ / // ^ /�
ry",�^ ryp�ry rypa0 0 /�� /' � / �• ,`� / / � /I �ti� ry'ry/� �� �ry1� NL
I '.' �• xry / x x ery hry ��/ / ///� (� » / / �'.y / ^ / x x,0 14023
p� ;
((� \ 0 / x'Lp ' /x / % �� �� �`7J`/� / / / �` ___ x^ ° I �/ o-2�•�O. I I / / `L^ / / ,. I x o I O kB #
- b0 I V // � / / Q/�'/ / �' �[•, ry \ �/ x 4j• F ' {gyp• 0'
e ;':.'�:::. ...::: '7• / 0 i/ / .ir 6 / ' / / '�� x p x / y ! I IIrrJ/ii ✓✓ � „ �,•,
I
.,9
a xryp I 3 I
a" xryryy0 I / xry , ryry�//l^ea \-•� x�^f'I x
�a rya h• 9UILDIN p
_ co �l
/ �ti WOOD FENCE ENDS
s 1j ryry. 10.5' EAST OF xry� ° x o� I - - I o ° I
/I ryco h tl / / / rcn
PROP. E GUY POL WATER AUCET xry� - x�pX�it "^i _ _ ,p0 X 0,h
xrye�e REC.RNO. 553267 EASEMENT
26 a
4. / EXISTING - - - "p 1.
HOG WIRE FENCE CARPORT rye / I bh ^° x ry x
\ \ I �j �i /// / OVERHANG - - - I
bry I xry
POWER POLE xry x .
#14203
9664 ory �_ (� ' 'cx CB #14202
WOOD GUARD POST EXISTING 5' HIGH WOOD 10' ROAD EASEMENT rye• ° I xe / xryh ry�^ry /
L CLRPORT - h�° FENCE REC. NO. 942813 \ rye" eR X ^51 ry°'ox ryti ry^°h
a r.a..----- I ---------- x - ryh" AND 5961940 I o" , I x
a EXISTING 1 '7p �O� �j^0� ���� �'o 4 9 10
x .1 xryg �° ryp �l _ - •
1 / r--- --1fryh
/' 1 I I e ryehh
10°' BLDGJ o xryp.
e I
1 " EXISTING I rye x
'Sh � Xy/ e� 1 , po� _ °ry^ S1GhlAL J-BOX
p ry°p I oX j/ 96°� / �j ry" Iryh> BLDG.----- 10h xry �� -� I / ryh ryo°A ry� I
b / x p '
o//
N
xrya",ry ^ _ I ___� Oj/ �,� / / ( xry0' l I / \ I
j EXITING rye y� e� / I'+ ebA 1 POWER POLE xrye xryh ' I 0^
1 BLOG......�ryh ry ry ee o / h°� p0�\/ j ryeo \ 2¢ x xryo F j ;
SLOPE EASEMENT ho�j / O�/ 14.91 p ! -BOX
'L�^ ry�0 x I I� a ry �\ h I / xry xry I / xry a
r AFFECTING PARCEL K ryh. h� O'y' ' i / _
NAIRE
SUPERIOR COURT CAUSE r-�
ry ry_ x' i LIGHT J BC
' ;Z N0. 81-2-08117-7 b0 hip 1 1 / /d h0 ry^ - -E.UMI
IEX. 1 x'L`� � x � op I �� xry� ebx x _
y Y"I ryh. xry ,�y yoe �� / w �---1 I DI I xry ( ^p ry / he
1 -
xrye'.I pb^ i—�_��, Lam" Xb / �� 1hd° �^' x
z,
i x �� 1 `' I � I � •� / 1 e � �a q'��q�y7` I � �C \\,1 ry � x ry :
r-----------ryh
o^° / / xryp b6 I� SLOPE EASEMENT el'
I xry s` o / / ryry a e� � 6S ryo
I /
j EXISTING ry / / ��Oh /pf
�,1� / SHED WCOD FENCE z ryp' x
F ^ h. % ry ry AFFECTING PARCEL H BLDG. b Jry / / ti •� END HEDGE x I xry SUPERIOR COURT CAUSE �hb^ A�
• N0. 81-2-08117-7
' �b ryp' h xry' / 22 }xk �- a° ^°h I SSMH 14204
OIL TAN /y? / / / ryy. ryb b. I a x b~ ry� �ry 1` \ ryryye ryry6e y° e ry° Xry �- SSMH $14205
/ fil ^'/ / /"�a� - SLOPE EASEMENT I ry f x xry ,ry pry a' ryex I
-' a SATELLITE DISHES AFFECTING PARCEL N ^ - - �._ ry k� do h� ry` �° ,91
p 1 p. �'.• .�..-'••• , x x i ry ••:::���.ti -� ryry'CB 14207
xry WOOD FENCE ENDS
1 SUPERIOR COURT CAUSE �^ x # vry°, �C
3.8 EAST AND CB 4206
_ ......a.. 1-2-08117-7 �.,...,
b h XISTING N0. S
SLOPE EASEMENT .................. ` ER VAULT
.. TEL. J-BOX
--- J ..... NORTH OF ��`�I:�:: � :::::::::....',..:.,:... ,....:..:..... ..•.... , •........... ...........
I
........ sa....:..........__,.:......:.:;:........:.,.;. �??..........:..:.:.:.:.. ..•,_'• :�;:; •.•::�.;:.... ry POW&.
....... USE ......,...•..:::.. .............o@::'-•- : '' :.. ' .....:. :'.:.....�ti.,...:. ;.:.....• x
ARCEL L .....�. HOUSE 4.z .,.
t h a .......... i PARTY CORNER .. ,..:.. .. .•.......;.;�. .................•..:.'.y.... ..... :.. '.:.:.;.. :::;';..:::�::•h . ' :: : i:a:,:•:....:. '=:.;'.::: :. ., ' . -... ry.,, ,. ^° ' -� -
::.?v':::.........: 1 I a •' CB 15416 PRO ..: � .....:...:::�:_: ..: .�' ::. '�' ::�::: •::x........;...;. , ...... ..... .... :...... / ,. q.:. :;: - • � � � - -
MP=8.94 ry UPERIOR COURT CAUSE x1 #4i ... xry TEL. MH
h ery y IE C x ^� S 1 1 �` hb SLOPE EASEMENT Z,
ry . ry GAT ^� NO. 81-2-08117-7 ::::::.::' :: 1 ,ry ry 1 CB # 14217 l3Jrilft581 }I
,rye e a• POWER VAULTS CB 15340 2 \
N21'23'36"E N °e :::: :':::..... h ? MAIL BOX ry / - f AFFECTING PARCEL I LUMINAIRE / SIGNAL J-BOX
° ' A•. " ` ^ SUPERIOR COURT CAUSE FIRE HYDRANT \ - --[
POWER `AUET } Je° 19 0 "� / /-- FOUND 3"KING CO. ° CB 14216 I /
:. h x / N ' b e ti° :::::':::':;::y� ' p° /BRASS DISK, �0 TEL. J B
ti�7 POWER VAULT WATER METER x ry 46'36'14W PAN
TEL. - 0 yry �Q� 13.11' T X :....: `' '' ' :ryy`° h° h` b b ry0 HYDRANT e ry` STA. KC F-12 N0. 81-2-08117-7 ^ S01'11 17"W �� / MONITOR WELL 20 ,
X U $ WATER METER � FIRE H� •... ....•...•. ,64 POWER VAULT ry h CB 15254 ry /�� / V l ry ry ryh. ryy. ryp. FIRE D ryya �� ey 5e mry o
.:rr : i, o a ^ x21.47 ryo' POWER VAU�T hry CB 1421 1 ryI)EVELop
R h^ oc ep ry pa ii ^ 4• �'`_ ss ° rviePVT
h} e e \ ry -� - x c� - 3 a xry o x -J axe o CI �Lr NNING
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h 122.01 _N 8'36'35 b 2644fi�-a axAl �° 3
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LEGEND
❑
POWER VAULT
LUMINAIRE
-0--
POWER POLE
®
JUNCTION BOX (AS NOTED)
®
TELEPHONE MANHOLE
❑
CATCH BASIN
O
STORM MANHOLE
O
SANITARY SEWER MANHOLE
D4
WATER VALVE
FIRE HYDRANT
SIGN
®
MONITOR WELL
BENCHMARK
ASPHALT
�7 v
CONCRETE
GRAVEL
--------------w--
WATER LINE
SANITARY SEWER LINE
STORM DRAINAGE LINE
c
GAS LINE
T(UG)
TELEPHONE UNDERGROUND
P(UG)
POWER UNDERGROUND
P(OH)
POWER OVERHEAD
X
CHAIN LINK FENCE
O
BARBED WIRE FENCE
WOOD FENCE
SANITARY MANHOLES
PT.#
RIM ELEV.
SIZE
TYPE
INVERT
14032
19.96
12'
CNC
N=
7.56
12'
CNC
E=
7.56
12'
CNC
W=
7.36
14033
20.48
12'
CNC
E=
4.18
---
N=
2.38
---
S=
2.38
14034
20.55
---
N =2, 95
---
S=
2.95
12'
CNC
W=
6.95
14035
24.01
12'
CNC
N=
6,76
12'
CNC
E=
6.76
14036
24.27
12'
CNC
W=
6.87
12'
CNC
S=
6.82
14067
20,39
---
N=
2.06
---
S=
2.06
14076
19.86
66'
---
N=
2.36
66'
---
S=
2.36
14154
21.21
---
N=
1.76
---
S=
1.76
14204
22.20
---
N=
3.00
---
S=
3.10
---
E=
3.10
14205
22.87
---
N=
2.82
---
W=
2.87
14208
23.60
---
NE=
2.60
---
SW=
2.60
14209
23.67
36'
CNC
W=
5.67
36'
CNC
E=
5.81
14214
23.99
---
NE=
2.59
---
SW=
14747
25.53
12'
CNC
W=12.
13
12'
CNC
E=12,
08
14820
22.65
12'
CNC
W=10.
95
12'
CNC
E=10.94
14822
28.75
12'
CNC
W=
9.35
12'
CNC
E=
9.33
15104
18.58
12'
CNC
W=
7.43
12'
CNC
E=
7.38
15133
18.55
12'
CNC
W=
7.15
12'
CNC
E=
7.05
15469
20.55
12'
CNC
W=
6.55
I
12'
CNC
E=
6.55
Surveyor's Certification
To Zeiman Development Company and Chicago Title Insurance Company:
This is to certify that this map and the survey on which it is based were made (1) In accordance
with "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys, "jointly
established and adopted by ALTA and ACSM In 1992, and Includes Items 4, 5, 8, 9 and 10 of
Table A thereof, and (11) pursuant to the Accuracy Standards (as adopted by ALTA and ACSM
and in effect on the date of this certification of an Urban Survey.
Marie S. Harrison, PLS Date
Washington Registration No. 21467
SURVEYOR'S NOTES
11 A FIELD TRAVERSE USING A SOKKIA SET-4 COMBINED ELECTRONIC THEOD❑LITE WITH
INTEGRAL DISTANCE MEASURING METER WAS USED TO ESTABLISH THE RELATIONSHIP
BETWEEN THE C❑NTR❑LYING M❑NUMENTATI❑N AS SHOWN, CLOSURES OF THE TRAVERSE
EXCEEDED THOSE SPECIFIED IN WAC 332-130-090.
2, LEGAL DESCRIPTIONS, EASEMENTS, RESERVATI❑NS, RESTRICTIONS AND OTHER MATTERS
OF RECORD WERE DERIVED FROM AN ALTA COMMITMENT FOR TITLE INSURANCE PREPARED
BY CHICAG❑ TITLE INSURANCE COMPANY OF SEATTLE, WASHINGTON, THEIR ORDER NO,
445622, EFFECTIVE DECEMBER 11, 1995, AT 8100 A. M, NO OTHER RESEARCH INT❑
MATTERS OF RECORD WAS REQUESTED NOR PERFORMED.
3. THIS PROPERTY IS SUBJECT TO AN EASEMENT AND THE TERMS AND C❑NDITIONS THEREOF
FOR THE RIGHT OF THE PUBLIC TO MAINTAIN THE DRAINAGE DITCH, AS DISCLOSED BY
INSTRUMENT RECORDED APRIL 10, 1907, UNDER REC❑RDING NO, 479017, THIS EASEMENT
CANNOT BE PLOTTED ON A SURVEY MAP, REFER TO THAT INSTRUMENT FOR ITS FULL
PARTICULARS,
4, THIS PROPERTY IS SUBJECT TO AN EASEMENT AND THE TERMS AND C❑NDITIONS THEREOF
FOR A ROAD 15 FEET IN WIDTH AS DISCLOSED BY INSTRUMENT RECORDED JUNE 8, 1908,
UNDER RECORDING NO, 553267, THIS EASEMENT HAS BEEN GRAPHICALLY DEPICTED
ALONG THE WESTERLY 15 FEET OF PARCEL J,
5. THIS PROPERTY IS SUBJECT TO THE RIGHT TO ENTER UPON THE PROPERTY HEREIN
SURVEYED TO MAINTAIN, CLEAR OUT AND REPAIR THE DRAIN ACROSS THE LAND
AFFECTING THE SOUTHEASTERLY PORTION OF PARCEL 'C' AS DISCLOSED BY INSTRUMENT
RECORDED APRIL 3, 1909, UNDER RECORDING NO, 606090. THE RIGHTS RESERVED WERE
NOT SPECIFIED AS TO LOCATION AND, THEREFORE, CANNOT BE PLOTTED UPON A SURVEY
MAP.
6, THIS PROPERTY IS SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF
FOR A 10 FOOT ROAD AS DISCLOSED BY INSTRUMENT RECORDED JULY 14, 1914, UNDER
RECORDING NO, 942813, THIS EASEMENT HAS BEEN GRAPHICALLY DEPICTED NEAR THE
EAST LINE OF PARCEL 'N,' ONE MIGHT PRESUME THAT IF ONE ENTITY OWNED THE
PROPERTY ON THE NORTH AND THE SOUTH SIDE OF THE DRAINAGE DITCH IN THE VICINITY
OF THIS ROAD, THE EASEMENT MAY FALL UNDER THE DOCTRINE OF MERGING WITH TITLE
AND WOULD EFFECTIVELY VANISH,
7, THIS PROPERTY IS SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF
FOR A WATER PIPELINE AS DISCLOSED BY INSTRUMENT RECORDED DECEMBER 7, 1965,
UNDER REC❑RDING NO, 5961940. THE DESCRIPTION CONTAINED IN THE INSTRUMENT IS
NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY HEREIN
DESCRIBED, HOWEVER, THIS EASEMENT WAS GRAPHICALLY DEPICTED ON THE SURVEY
MENTIONED IN NOTE 16 BELOW IN THE APPROXIMATE LOCATION OF THE ROAD EASEMENT
RECORDED UNDER RECORDING NO. 942913. IT IS POSSIBLE THAT THE INTENDED L❑CATION
OF THIS WATERLINE EASEMENT WAS TO BE WITHIN THAT ROAD EASEMENT, ONE MIGHT
PRESUME THAT IF ONE ENTITY OWNED THE PROPERTY ON THE NORTH AND THE SOUTH
SIDE OF THE DRAINAGE DITCH IN THE VICINITY OF THIS ROAD, THE EASEMENT MAY FALL
UNDER THE DOCTRINE OF MERGING WITH TITLE AND WOULD EFFECTIVELY VANISH,
8, THIS PROPERTY IS SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF
FOR PUBLIC UTILITIES (INCLUDING WATER AND SEWER) WITH NECESSARY APPURTENANCES
RECORDED APRIL 25, 1974, UNDER RECORDING NO, 7404250404, THIS EASEMENT HAS
BEEN GRAPHICALLY DEPICTED UPON THE SURVEY MAP.
9, THIS PROPERTY IS SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF
GRANTED TO THE CITY OF RENTON FOR ROADWAY AND PUBLIC UTILITIES (INCLUDING
WATER AND SEWER) RECORDED JUNE 17, 1974, UNDER RECORDING NO, 7406170474, THIS
EASEMENT HAS BEEN GRAPHICALLY DEPICTED UPON THE SURVEY MAP,
10, THIS PROPERTY IS SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF
GRANTED TO THE CITY OF RENTON FOR ROADWAY AND PUBLIC UTILITIES (INCLUDING
WATER AND SEWER) RECORDED JULY 19, 1974, UNDER REC❑RDING NO. 7407190570. THIS
EASEMENT HAS BEEN GRAPHICALLY DEPICTED NEAR THE NORTHWEST CORNER OF PARCEL
' K. '
11. THIS PROPERTY IS SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF
GRANTED TO THE CITY OF RENTON FOR ROADWAY AND PUBLIC UTILITIES (INCLUDING
WATER AND SEWER) RECORDED JULY 19, 1974, UNDER RECORDING NO, 7407190572, THIS
EASEMENT HAS BEEN GRAPHICALLY DEPICTED UPON THE SURVEY MAP.
12, THIS PROPERTY MAY BE SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS
THEREOF AS DISCLOSED BY THE KING COUNTY ASSESSOR'S MAP FOR PRIVATE RAILROAD
SPUR TRACKS AFFECTING THE NORTHERLY PORTION OF PARCELS 'A,' 'B' AND -C.' THESE
TRACTS HAVE BEEN GRAPHICALLY DEPICTED UPON THE SURVEY MAP,
13, THIS PROPERTY IS SUBJECT TO EXCEPTIONS AND RESERVATIONS CONTAINED IN DEEDS
RECORDED AUGUST 24, 1966, UNDER RECORDING NO, 6073134, AND SEPTEMBER 8, 1978
UNDER RECORDING NO, 7809080987 REGARDING NATURAL RESOURCES AND THE REMOVAL AND
MINING OF THEM.
rPSTORM MANHOLES
l
.#RIM ELEV. SIZE TYPE INVERT
4066 20, 38 54' CMP NE= 10,88
54' CMP S= 10.88
14155 21.54 15' CNC E=10. 14
15' CNC N=10. 09
14210 23.41 48' CMP N=11. 81 ( TYPE II)
48' CMP E=11, 81
36' CNC S=12.21
15255 24, 91 36' CNC W=10. 91 (8' MH)
54' CNC E=10.71
15411 25.86 36' CNC W= 8. 86
36' CNC E= 8. 91
15670 22. 59 36' CMP S= 11. 69
36' CMP N= 11, 69
WATER LEVEL = 11,69
C42' CMP = 20. 64
( VERTICAL OVERFLOW) )
CATCH BASINS
14017 19. 47 12' CNC E=13, 67
12' CNC W=13, 67
14018 19. 49 12' CNC W= 13. 29
12' CMP E=13, 29
14023 20.23 12' CNC W=14, 18
12' CNC E=14, 08
14024 2C, 38 12' CNC W= 14, 08
12' CMP E=13, 98
14079 19, 17 12' CNC E=13, 42
12' CNC W=13, 52
14C80 19, 23 12' CNC E=13. 13
12' CNC W=13.23
14202 21, 35 12' CNC W=14, 95
12' CMP E=14, 85
14203 21. 27 12' CNC E=14, 87
12' CNC W=14, 97
14206 22,77 12' CNC W=16, 37
12' CMP E=16, 17
14207 22.42 12' CNC W=15.52
12' CNC E=15.42
14211 23.71 12' CNC S=15.61
12' PVC N=15.71
14213 23. 79 12' CNC N=15, 89 ( TYPE II)
6' PVC SE=19.49
8' CMP S=16.09
14215 23, 70 12' CNC N= 17. 40
14216 23.66 12' CNC S=13, 56
12' PVC N=13, 36
14217 24. 68 12' CNC S=14, 68
12' PVC N=12, 88
6' ADS E=21. 18
14218 24, 56 12' CNC S=18, 30
12' CNC N=18.30
6' ADS E=20.30
6' ADS W=20.30
14219 24.89 12' CNC N=22, 19
6' ADS E=22, 49
14220 24.85 12' CNC S=22, 15
12' CNC W=22, 15
12' CNC E=22, 05
14221 26.52 12' CNC E=23.02
12' CNC S=23 02
14538 24. 04 6' --- E=22 09
14543 23, 85 6' IRON NE=21. 90
14555 24, 12 6' IRON NE=22, 67
15254 24, 64 6' IRON S=23, 00
15340 24. 60 6' IRON S=22, 72
15416 25. 65 6' IRON S=23. 95
15634 19. 14 8' CNC S=15, 89
15635 19, 20 8' CNC N= 14, 70 (T❑ CB)
12' CNC N=12, 65 ( TO DITCH)
12' CNC E=12, 80
14, THIS PROPERTY MAY NO LONGER BE SUBJECT TO COVENANTS, C❑NDITIONS AND
RESTRICTI❑NS CONTAINED IN INSTRUMENT RECORDED JUNE 25, 1965, UNDER RECORDING
NO, 5895686, AFFECTING THE SOUTHERLY 500 FEET OF PARCEL 'J' (THE AREA OF WHICH
HAS BEEN GRAPHICALLY DEPICTED UPON THE SURVEY MAP), ITEM 5 IN THIS INSTRUMENT
C❑NTAINED THE FOLL❑WING STATEMENT: 'DURATION: THE ABOVE RESTRICTI❑NS SHALL
REMAIN IN FORCE AND AFFECT AND RUN AS A COVENANT WITH THE LAND UNTIL
DECEMBER 31, 1975, WHEN THEY SHALL AUTOMATICALLY TERMINATE,' REFER TO THAT
INSTRUMENT FOR ITS FULL PARTICULARS,
15, THIS PROPERTY IS SUBJECT TO DECLARATION OF RESTRICTIONS AND COVENANTS AS
CONTAINED IN INSTRUMENT RECORDED FEBRUARY 7,1967, UNDER RECORDING NO.
6137579, THE AREA AFFECTED BY THIS INSTRUMENT HAS BEEN GRAPHICALLY DEPICTED
UPON THE SURVEY MAP, REFER TO THAT INSTRUMENT FOR ITS FULL PARTICULARS,
16, THIS SURVEY USED THE CONCEPTS DEVELOPED IN SURVEY RECORDED IN VOLUME 50 OF
SURVEYS AT PAGE 109 AND 109A UNDER RECORDING NO, 8606269007.
17. THIS PROPERTY IS SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES OR FILLS UPON
THE PROPERTY HEREIN SURVEYED AS CONDEMNED IN KING COUNTY SUPERIOR COURT
CAUSE NO. 81-2-08117-7, THESE AREAS HAVE BEEN GRAPHICALLY DEPICTED UPON THE
SURVEY MAP,
18. THIS SURVEY HAS BEEN PREPARED WITH THE ASSUMPTION THAT THE ENTIRE SITE WOULD
BE OWNED BY ONE ENTITY, THEREFORE, INTERNAL PARCEL LINES HAVE NOT BEEN
DIMENSIONED AND STRUCTURES, ROADS, FENCES, ETC„ HAVE NOT BEEN DIMENSIONED
NOR HIGHLIGHTED AS ENCROACHMENTS,
19. SPRINGBR❑OK CREEK WAS PHYSICALLY LOCATED IN THE FIELD AS SHOWN, THE 40-FOOT
ROUTE CONDEMNED BY SUPERIOR COURT JUDGMENT NO. 32912 ON SEPTEMBER 30, 1902,
HAS BEEN GRAPHICALLY SHOWN AND DIMENSIONED ACC❑RDING TO THE DIMENSIONS ON
THE RECORD OF SURVEY MENTIONED IN NOTE 16 ABOVE. THERE ARE DISCREPANCIES
BETWEEN THE PHYSICAL LOCATION OF THE CREEK AND THE RECORD OF SURVEY
LOCATION, THE ATTORNEY FOR DRAINAGE DISTRICT NO. ONE IS JOHN E. NELSON, 601
WEST GOWE STREET, KENT, WASHINGTON 98032-5745 (206) 854-7200,
20, THERE ARE ENCROACHMENTS ALONG THE WEST LINE OF PARCEL 'N' FROM THE
UNSURVEYED LANDS TO ITS WEST.
21. THE CHAIN LINK FENCE ALONG THE NORTH LINE OF THE PROPERTY HEREIN SURVEYED
VARIES FROM APPROXIMATELY ONE FOOT NORTH TO ONE FOOT SOUTH OF THE BOUNDARY
LINE.
22, THE AREA OF PARCELS 'A,' ' B, ' 'C,' ' D, ' 'E,' ' F, ' ' K, ' 'M' AND '0' IS 1,377,870 SQUARE FEET
( 31. 631 ACRES) , MORE OR LESS. THE AREA OF PARCEL 'L' IS 47,628 SQUARE FEET (1,093
ACRES) , MORE OR LESS, THE AREA OF PARCELS ' N, ' ' H, ' 'I' AND 'J' IS 488,408 SQUARE
FEET (11,212 ACRES, MORE OR LESS,
23, THE BASIS OF BEARING FOR THIS SURVEY IS NAD 1988/1991 AS PUBLISHEL BY AND ON
FILE WITH THE CITY OF RENTON, THE BASIS OF HORIZONTAL POSITION IS CITY OF RENTON
MONUMENT NO, 593, WHICH IS A BRASS CAP WITH AN 'X' IN A CAST IRON MONUMENT
CASE IN THE CENTER OF S. W. 43RD STREET APPROXIMATELY 35 FEET WEST OF THE
CENTER OF OAKDALE AVENUE S.W. THE VERTICAL DATUM IS NAVD 1988, THE
BENCHMARK IS CITY OF RENTON MONUMENT NO, 1973, WHICH IS A KING COUNTY
STANDARD BRASS DISK STAMPED 'KC-F-12 1993' IN THE CONCRETE SIDEWALK ON THE
NORTH SIDE OF S,W, 43RD STREET, AND SHOWN ON THE SURVEY. THE ELEVATION IS
25.61 FEET (7.805 METERS) ,
24, UTILITIES OTHER THAN THOSE SHOWN MAY EXIST UPON THIS SITE, ONLY UTILITIES WITH
SURFACE EVIDENCE DURING THE DATES OF THE FIELD SURVEY (SEPTEMBER 2 THROUGH 20,
1996) ARE SHOWN HEREON, MUCH OF THE SITE DURING THAT PERIOD WAS COVERED WITH
HEAVY UNDERGROWTH, GRASS AND BLACKBERRIES, SOME UNDERGROUND UTILITIES
(SUCH AS GAS LINES, ETC,) ARE SHOWN HEREON BASED ON OTHER AS -BUILT MAPS
OBTAINED FROM THE CITY OF RENTON, VERIFICATION OF THESE UTILITIES SHOULD BE
MADE PRIOR TO ANY EXCAVATION.
25, THIS SURVEY IS FOR THE EXCLUSIVE USE OF ZELMAN DEVELOPMENTC❑MPANY AND
CHICAG❑ TITLE INSURANCE COMPANY AND DOES NOT EXTEND TO ANY OTHER UNNAMED
H N TIN
PARTY WITH❑UT THE EXPRESS RECERTIFICATION BY BARG AUSEN CO SUL G
ENGINEERS, INC,, AND/OR THE LAND SURVEYOR WHOSE NAME APPEARS HEREON.
26, AREAS IDENTIFIED AS WETLANDS AND AREAS IDENTIFIED AS HAZARDOUS WASTE, THE
IDENTIFICATION OF BOTH IS BEYOND THE SCOPE OF THIS SURVEY, WERE NCT FOUND
DURING THE TIME OF THE FIELD SURVEY,
27, THIS PROPERTY MAY BE BENEFITTED BY AN EASEMENT FOR ROADWAY, 80 FEET IN WIDTH,
LYING IMMEDIATELY WEST OF AND ABUTTING THE PROPERTY HEREIN SURVEYED AND
RECORDED IN 1969 UNDER RECORDING NO, 6073135. THE EASEMENT HAS BEEN
GRAPHICALLY DEPICTED UPON THE SURVEY MAP,
ALTA / ACSM LAND TITLE SURVEY
NORTHWEST OUARTER OF THE NORTHEAST QUARTER OF SECTION 36,
TOWNSHIP 23 NORTH, RANGE 4 EAST
AND THE
NORTHEAST OUARTER OF THE NORTHWEST QUARTER OF SECTION 36,
TOWNSHIP 23 NORTH, RANGE 4 EAST
WILLAMETTE MERIDIAN
CITY OF RENTON, WASHINGTON
LEGAL DESCRIPTI❑N
Parce l A:
The North 330 feet of the following described tract:
That portion of the Northwest quarter of the Northeast quarter and of the Northeast quarter of the
Northwest quarter of Section 36, Township 23 North, Range 4 East, Willamette Meridian, in King
County, Washington, described as follows:
BEGINNING at the Northeast corner of the Henry Adams Donation Land Claim No, 431
THENCE East, along the centerline of South 180th Street (formerly a county road), 114 feet)
THENCE North 674,78 feet to the TRUE POINT OF BEGINNING;
THENCE Northerly, on a straight tine parallel to the East line of Northern Pacific Railway Company
right-of-way, to the North line of said section;
THENCE Easterly, along the North line of said Section, to a point thereon which is 881,37 feet West
of the Northeast corner of the Northwest corner of the Northeast quarter thereof;
THENCE South 03' 40' 00' West, 730, 69 feet;
THENCE North 84• 34' 00' West 649.70 feet, more or less, to the TRUE P❑INT OF BEGINNING,
Parce LB,
The North 330 feet of the following described tract:
That portion of the Northwest quarter of the Northeast quarter of Section 36, Township 23 North,
Range 4 East, Willamette Meridian, In King County, Washington, described as follows:
BEGINNING at a point on the centerline of Spring Brook Slough Drainage Ditch No, 1, 530,25 feet
North of and 1,000.27 feet East of the Northeast corner of Henry Adams Donation Land Claim No.
43;
THENCE North 03° 49' 00' East 807,91 feet, more or less, to the North tine of said subdivision;
THENCE North 89' 24' 30' West, a l ong sa I d North t i ne, 252, 9 f eet, more or Less, to a po i nt
which lies 881,37 feet West of the Northeast quarter of said Northwest quarter of the Northeast
quarter;
THENCE South 03' 40' 00' West 923.69 feet to the centerline of said slough;
THENCE along said centertine of the slough, North 64° 32' 10' East 184.71 feet;
THENCE North 73' 26' 00' East 70 feet;
THENCE North 63° 10' 00' East 30.52 feet to the P❑INT OF BEGINNING,
Parce l C:
The North 330 feet of the following described tracts:
That portion of the Northwest quarter of the Northeast quarter of Section 36, Township 23 North,
Range 4 East, Willamette Meridian, in King County, Washington, described as follows:
BEGINNING at a point on the centerline of Spring Brook Slough Drainage Ditch No. 1, 1,000.27 feet
East and 530.25 feet North line of the Northeast corner of Henry Adams Donation Land Claim No. 431
THENCE North 03' 49' 00' East 807,91 feet, more or less, to the North line of said subdivision;
THENCE, along the said North line, South 89' 24' 30' East 628,47 feet to the East line of said
subdivision;
THENCE, along said East tine, South 00' 13' 30' East 290 feet to the centerline of said slough;
THENCE, along the centerline of said slough, South 21° 34' 00' West 301,01 feet;
THENCE South 56' 44' 30' West 246, 38 feet;
THENCE South 75' 38' 00' West 370,3 feet to the P❑INT OF BEGINNING;
EXCEPT right-of-way fcr said drainage ditch.
Parcel D:
That portion of the Northwest quarter of the Northeast quarter and of the Northeast quarter of the
Northwest quarter of Section 36, Township 23 North, Range 4 East, Willamette Meridian, in King
County, Washington, described as follows:
BEGINNING at the Northeast corner of the Henry Adams Donation Land Claim No, 43)
THENCE East, along the centerline of South 180th Street (formerly a county road), 114 feet;
THENCE North 674,78 feet to the TRUE P❑INT OF BEGINNING;
THENCE Northerly, on a straight line parallel to the East line of Northern Pacific Railway Company
right-of-way, to the North line of said section;
THENCE Easterly, along the North line of said section, to a point thereon which is 881,37 feet West
of the Northeast corner of the Northwest quarter of the Northeast quarter thereof;
THENCE South 03° 40' 00' West 730. 69 feet;
THENCE North 84° 34' 00' West 649.70 feet, more or less, to the TRUE P❑INT OF BEGINNING;
EXCEPT the North 330 feet thereof,
Parce t E:
That portion of the Northwest -quarter of the Northeast quarter of Section 36, Township 34 North,
Range 4 East, Willamette Meridian, in King County, Washington,
Described as follows:
BEGINNING at a point on the centerline of Spring Brook Slough Drainage Ditch No, 1, 530,25 feet
North of and 1,000.27 feet East of the Northeast corner of Henry Adams Donation Land Claim No.
431
THENCE North 03' 49' 00' East 807,91 feet, more or less, to the North line of said subdivision;
THENCE North 89' 24' 30' West, along said North t i ne, 252.9 fe=t, more or less, to a po i nt
which ties 881,37 feet west of the Northeast corner of said Northwest quarter of the Northeast
quarter;
THENCE South 03' 40' 00' West 923,69 feet to the centerline of said slough;
THENCE, along said centerline of the slough, North 64. 32' 10' East 184,71 feet;
THENCE North 73' 26' 00' East 70 feet;
THENCE North 63' 10' 00' East 30,52 feet to the P❑INT OF BEGINNING;
EXCEPT the North 330 feet thereof; and
EXCEPT that portion of said main tract tying within the following described property:
BEGINNING at the Northwest corner of the Northeast quarter of Section 36, Township 23 North,
Range 4 East, Willamette Meridian, In King County, Washington;
THENCE North 87° 31' 36' East 1, 340, 95 feet;
THENCE South 01' 47' 23' West 330. 03 feet;
THENCE South 87. 36' 36' West 260,0 feet to the TRUE POINT OF BEGINNING of this
exception;
THENCE South 87' 31' 36' West 460. 0 feet;
THENCE South 02' 28' 24' East 197. 0 feet;
THENCE North 87' 31' 36' East 460, 0 feet;
THENCE North 02° 28' 24' West 197,0 feet to the TRUE P❑INT OF BEGINNING of this
exception; and
EXCEPT right-of-way for said drainage ditch.
Parcel F:
That portion of the Northwest quarter of the Northeast quarter of Section 36, Township 23 North,
Range 4 East, Willamette Meridian, in King County, Washington, described as follows;
BEGINNING at a point on the centerline of Spring Brook Slough Drainage Ditch No. 1, which is
1,000,27 feet East and 530.25 feet North of the Northeast corner of the Henry Adams Donation Land
Claim No. 43;
THENCE North 03° 49' 00' East 807, 91 feet to the North l I ne of H, Ne lson' s tract,
THENCE, along said north tine, South 89' 24' 30' East 628.47 feet to the east tine of said H.
Net son' s tract:
THENCE, along said East line, South 00° 13' 30' East 290 feet to the centerline of said slough;
THENCE, along the centertine of said slough, South 21' 34' 00' West 301,02 feet;
THENCE South 56° 44' 30' West 246, 38 feet;
THENCE South 75° 38' CO' West 370.3 feet to the POINT OF BEGINNING;
EXCEPT the North 330 feet thereof; and
EXCEPT that portion of said main tract lying within the following described property:
BEGINNING at the Northwest corner of the Northeast quarter of Section 36, Township 23 North,
Range 4 East, Willamette Meridian, in King County, Washington;
THENCE North 87 31 36 East 1, 340. 95 feet;
THENCE South 01' 47' 23' West 330, 03 feet;
THENCE South 87° 31' 36' West 260,0 feet to the TRUE POINT OF BEGINNING of this
exception;
THENCE South 87° 31' 36' West 460. 0 feet;
THENCE South 02° 28' 24' East 197. 0 feet;
THENCE North 87' 31' 36' East 460, 0 feet;
THENCE North 02' 28' 24' West 197,0 feet to the TRUE POINT OF BEGINNING of this
except and
xcep ,
EXCEPT right-of-way for said drainage ditch,
Parcel G:
That portion of the Northwest quarter of the Northeast quarter of Section 36, Township 23 North,
Range 4 East, Willamette Meridian, in King County, Washington, described as follows:
BEGINNING at the Northwest corner of the Northeast quarter of Section 36, Township 34 North,
Range 4 East, Willamette Meridian, in King County, Washington, described as follows:
BEGINNING at the Northwest corner of the Northeast quarter of Section 36, Township 23 North,
Range 4 East, Willamette Meridian, in King County, Washington;
THENCE North 87° 31' 36' East 1, 340, 95 feet;
THENCE South 01° 47' 23' West 330,03 feet;
THENCE South 87° 31' 36' West 260,0 feet to the TRUE P❑INT OF BEGINNING;
THENCE South 87' 31' 36' West 460.0 feet,
THENCE South 02° 28' 24' East 197.0 feet;
THENCE North 87' 31' 36' East 460,0 feet;
THENCE North 02° 28' 24' West 197,0 feet to the TRUE P❑INT OF BEGINNING.
Parcel H:
The West 85 feet in width of the following described property:
That portion of the Northwest quarter of the Northeast quarter of Section 36, Township 23 North,
Range 4 East, Willamette Meridian, in King County, Washington, described as follows:
BEGINNING at a point on the North side of S. W. 43rd Street which is 943.04 feet East of the
Northeast corner of Henry Adams Donation Land Claim No. 43, in Section 36, Township 23 North,
Range 4 East, Willamette Meridian, in King County, Washington;
THENCE East 353,04 feet, along the North side of said street;
THENCE North 562,16 feet to Spring Brook Stough Drainage Ditch No. 1)
THENCE Westerly, along the South side of said ditch, 334,12 feet to the East line of a 5-acre tract
deeded to Winston as recorded in Volume 580 of Deeds, page 207, in King County, Washington;
THENCE Southerly, along said tine, 472,1 feet to the P❑INT OF BEGINNING;
EXCEPT that portion thereof condemned in King County Superior Court Cause Number 81-2-08117-7
for widening of S,W, 43rd Street.
Parce I. I:
That portion of the Northwest quarter of the Northeast quarter of Section 36, Township 23 North,
Range 4 East, Willamette Merldlan, in King County, Washington, described as follows:
BEGINNING at a point on the North side of S,W, 43rd Street which is 943,04 feet East and 30 feet
North of the Northeast corner of Henry Adams Donation Land Claim No. 43, in Section 36, Township
23 North, Range 4 East, Willamette Meridian, in King County, Washington;
THENCE East 353.04 feet, along the North side of said street;
THENCE North 562,12 feet to Spring Brook Slough Drainage Ditch No, 1)
THENCE Westerly, along the South side of said ditch, 334.12 feet to the East line of a 5-acre tract
deeded to Winston as recorded in Volume 580 of Deeds, page 207, in King County, Washington;
THENCE Southerly, along said tine, 472.1 feet to the P❑INT OF BEGINNING)
EXCEPT the Westerly 85 feet thereof in width; and
EXCEPT that portion thereof condemned in King County Superior Court Cause Number 81-2-08117-7
for widening of S,W, 43rd Street.
Parcel J:
The East 393-1/2 feet of the Northwest quarter of the Northeast quarter of Section 36, Township 23
North, Range 4 East, Willamette Meridian, in King County, Washington, tying south of Spring Brook
Slough Drainage Ditch No. 1;
EXCEPT that portion thereof for S,W, 43rd Street right-of-way; and
EXCEPT the South 20 feet of said premises conveyed to the City of Renton for widening of S,W. 43rd
Street by deed recorded under Recording Number 5895689/ and
EXCEPT that portion thereof condemned in King County Superior Court Cause Number 81-2-08117-7
for widening of S. W, 43rd Street.
Parcel K:
That portion of Section 36, Township 23 North, Range 4 East, Willamette Meridian, In King County,
Washington, described as follows:
BEGINNING at a point which is 114 feet East and 30 feet North from the Northeast corner of Henry
Adams Donation Land Claim No. 43)
THENCE North 644,78 feet;
THENCE South 84' 34' 00' East 649,70 feet;
THENCE South 04° 37' 00' West 170 feet;
THENCE North 84° 34' 00' West 470 feet,
THENCE South to the centerline of Spring Brook Slough Drainage Ditch No, 1)
THENCE Southwesterly along said centerline to a point East of the POINT OF BEGINNING;
THENCE West 130.86 feet to the POINT OF BEGINNING;
EXCEPT right-of-way for said Drainage Ditch No. 1) and
EXCEPT that portion thereof condemned in King County Superior Court Cause Number 81-2-08117-7
for widening of S. W. 43rd Street,
Parcel L:
That portion of the Northwest quarter of the Northeast quarter and of the Northeast quarter of the
Northwest quarter of Section 36, Township 23 North, Range 4 East, Willamette Meridian, in King
County, Washington, described as foIIcws,
BEGINNING at a point which bears East 556 feet and North 30 feet from the Northeast corner of the
Henry Adams Donation Land Claim No, 43 being parts of Sections 35 and 36 in Township 23 North,
Range 4 East, Willamette Meridian, In King County, Washington;
THENCE North 308,10 feet to the centerline of Spring Brock Slough Drainage Ditch No, 1;
THENCE, along said centerline of ditch, South 64° 45' 00' West 89 feet;
THENCE South 48° 45' 00' West 97 feet;
THENCE South 37° 24' 50' West 259,9 feet to the point which is due West of the POINT OF
BEGINNING;
THENCE East, along the North margin of county road, 311,14 feet to the POINT OF BEGINNING
EXCEPT right-of-way for said drainage ditch right-of-way) and
EXCEPT that portion thereof condemned in King County Superior Court Cause Number 81-2-08117-7
for widening of S. W, 43rd Street,
Parcel M:
That point of Section 36, Township 23 North, Range 4 East, Willamette Meridian, in King County,
Washington, described as follows:
BEGINNING at a point which is 114 feet East and 30 feet North from the Northeast corner of Henry
Adams Donation Land Claim No, 43)
THENCE North 644,78 feet;
THENCE South 84' 34' 00' East 649.70 feet;
THENCE South 04° 37' 00' West 170 feet to the TRUE P❑INT OF BEGINNING;
THENCE North 84° 34' 00' West 470 feet;
THENCE South to the centerline of Spring Brook Slough Drainage Ditch No, 1)
THENCE Northeasterly, along said drainage ditch centerline, to a point which bears South 04' 37'
00' West from the TRUE POINT OF BEGINNING;
THENCE North 04° 37' 00' East 23 feet, more or less, to the TRUE P❑INT OF BEGINNING;
EXCEPT right-of-way for said Drainage Ditch,
Parcel Ni
That portion of the Northwest quarter of the Northeast quarter of Section 36, Township 23 North,
Range 4 East, Willamette Meridian, in King County, Washington, described as follows:
BEGINNING on the North line of the county road at a point which is 943.04 feet East and 30 feet
North of the Northeast corner of Henry Adams Donation Land Claim No, 43 in said Township and
Range; ��, C;) if
THENCE North 03° 49' 00' East 495,8 feet, mere or Less, to the centertine of the drainage ditch;
THENCE, along said ditch l i ne, South 66' 03' 00' West 209,93 feet;
THENCE South 409,46 feet to the North tine of said county road; i`' 1,9%
r
THENCE East, along said road line, 158,85 feet to P❑INT OF BEGINNING;
o�VC Li}f-ry, L,iti i
EXCEPT right-of-way for said drainage ditch; and CITY OFRENTON
EXCEPT that portion thereof condemned in King County Superior Court Cause Number 81-2-08117-7
for widening of S. W. 43rd Street,
Parcel ❑:
The south 15 feet of the Southwest quarter of the Southeast quarter and the south 15 feet of
the east 196,64 feet of the Southeast quarter of the Southwest quarter, all in section 25,
Township 23 North, Range 4 East, Wittamette Meridian, in King County Washington,
S A -d -°l y�Da
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PROPOSED PLANT LIST FOR CONCEPTUAL WETLAND MITIGATION PLAN
�►71 IN 'vVtI L NV
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Common Name
Scientific Name
Quantity
Size
Spacing
Notes
Oregon ash
Fraxinus latifolia
44
8' — 10'
12' O.C.
B&B
tall
Pacific willow
Salix lasiandra
20
6'— 8'
12' O.C.
B&B: mutli-stem (3 stems
tall
rain.
Scouler's willow
Salix scouleriana
96*
4'
4' O.C.
Fresh cut; plant Win 24
cuttings
hours of cutting; '/," to Y2"
dia cuffing; bark intact.
Sitka willow
Salix sitchensis
63*
3'
4' O.C.
Fresh cut; plant Win 24
cuttings
Fours of cutting; '/," to t/2"
dia cuffing; bark intact.
Pacific ninebark
Physocarpus capitatus
6
3'— 4'
6' O.C.
5 gal container (min);
tall
multi -stem 3 stems min.
sweet gale
Myrica gale
65
T — 4'
5' O.C.
5 gal container (min);
tall
multi -stem 3 stems min.
red -osier dogwood
Comus stolonifera
120
3'
Fresh cut; plant Win 24
cuttings
hours of cutting; %" to'/2"
dia cutting; bark intact.
Commom cattail
Typha latifolia
120
4"— 6"
12"-18"
3 tubers planted in vicinity
tubers
O.C.
of each location shown on
Ian.
*NOTE: When planting cuttings or canes, each planting location receives a minimum of 3 cuttings or
canes per site.
Seed Mix #1: This mix is intended to be used in the upland area (buffer) adjacent to a wetland or
stream channel. The species mix is intended to fix nitrogen and prevent erosion. This
mix may be difficult to find with all of the species listed.
Spread rate is 20 pounds to 25
pounds per acre. At a minimum, the mix should contain the grasses and legumes listed
below:
redtop bentgrass Agrostis alba
20% of seed mix
red fescue Festuca rubra
20% of seed mix
white Dutch clover Trifolium repens
25% of seed mix
American vetch Vicia americana
25% of seed mix
Salal (seed) Gaultheria shallop
5% of seed mix
Oergon grape (seed) Mahonia nervosa
3% of seed mix
Sword fem (spores) Polystichum muniturn
2% of seed mix
CRF AITED WETLAND
Z
Seed Mix #2: This mix is intended to be used in the newly disturbed areas of a created wetland or \ �
stream channel. The species mix ?s intended to control erosion and reduce strength of
invasive species This mix may be difficult to find with all of the species listed. Spread
rate is 10 pounds to 15 pounds per acre. At a minimum, the mix should contain the grass
and sedge species species listed below:
tall mannagrass Glyceria elata 200,� of seed mix
fowl bluegrass Poa palustris 10% � \
beaked sedge Carex rostrata 7%
slough sedge Carex obnupta 7% of seed mix
dagger -leaved rush Juncus ensifolius 8% of seed mix
toad rush Juncus bufonius 8% of seed mix
small flowered (fruited) bulrush Sciipus microcarpus 15% of seed mix
creeping butter -cup Ranunclus repens 159b of seed mix // "� / /� \ $
marsh cinquefoil Potentilla palustrus 10°i6 of seed mix
o
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18
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= NEW F1N15NLD GF-AIPL C.ONTOUR5
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ACTION NAME DATE
CONCEPTUAL WLTLAND MITIGATION PLAN FOF
DESIGNED BY: L.Bur�s'rad 2�0�96
DRAWN BY:
LMAZEN DEVELOPMTNT COMPANY CHECKED APPROVED Y: L�:�REVISIONS BY: It DESCRIPTION DATE W A 71 E R S H E D DYNAMICS, INC.
1833 Auburn Way N. Suite F
OAK5DAIL-F. AuburnWA. 9800 . 2
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