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4' MAX. HIGH
CONCRETE WALL
60' EX._
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20' ALLEN
20' — —ALL
20' A
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A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E., W.M.
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SCALE: 1 " = 40'
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SITE DATA
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S 132ND ST
S SITE
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S 3RD ST
SW SUNSET BLVD
VICINITY MAP
NOT TO SCALE
PLAT NAME: EARLINGTON TOWNHOMES
CITY FILE NUMBER:
SITE ADDRESS:
PARCEL NUMBERS: 214480-0285, –0295, –0487, –0488, –0500
SITE AREA: 181,296 SF (4.16 AC)
ZONING: R-14
EXISTING USE: GREENHOUSE/NURSERY
EXISTING STRUCTURES: TO BE REMOVED
PROPOSED USE: 62 TOWNHOMES
DEVELOPMENT STANDARDS (R-14
MAX.
DENSITY:
14 DU/AC
MIN.
DENSITY:
7 DU/AC
MIN.
LOT SIZE:
3,000 SF
MIN.
LOT WIDTH:
30'
MIN.
LOT WIDTH CORNER:
40'
MIN.
LOT DEPTH:
60'
BUILDING SETBACKS:
FRONT MIN:
15'
SIDE (DETACHED):
4'
SIDE (ATTACHED:
4'
SIDE STREET:
15'
REAR:
10'
MAX.
BLDG HEIGHT:
MAX.
BLDG COVER:
65%
MAX.
IMP. SURFACE:
80%
MAX.
STORIES;
3
MIN.
TREE DENSITY:
4 SIGNIFICANT TREES/5,000 SF
UTILITY PROVIDERS
SEWER: CITY OF RENTON
WATER: CITY OF RENTON
POWER: PUGET SOUND ENERGY
GAS: PUGET SOUND ENERGY
TELEPHONE: CENTURY LINK OR VERIZON
FIRE: CITY OF RENTON DISTRICT #25
SCHOOL: RENTON SCHOOL DISTRICT #403
OWNER/DEVELOPER
BLUE FERN DEVELOPMENT, LLC
11232 120TH AVE NE, STE 204
KIRKLAND, WA 98033
(425) 629-3854
CONTACT: JORDAN SALISBURY
PLANNER/SURVEYOR/
ENGINEER
ESM CONSULTING ENGINEERS, LLC
33400 8TH AVE SOUTH, #205
FEDERAL WAY, WA 98003
(253) 838-6113
CONTACT: PETE GONZALES, PE
GEOTECH ENGINEER
ASSOCIATED EARTH SCIENCES, INC.
911 5TH AVENUE
KIRKLAND, WA 98033
(425) 827-7701
CONTACT: KURT D MERRIMAN, P.E.
REVISICDNS
N0.
DESCRIPTION/DATE
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JOB NO.:
1938-001-016
DWG. NAME:
PP -01
DESIGNED BY:
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DRAWN BY:
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CHECKED
BY:
DATE:
3/27/2017
DATE OF
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- S 130TH ST
L67.5' EX.
N ROW
10' BSBL TRACT IF �� \
139'
32'1 20' 1 20' 1 !6'
60' EX._
ROW —
WV,4
A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E., W.M.
TRACT AREA TABLE
TRACT
USE
AREA (S.F.)
A
PRIVATE ALLEY
3466
B
PRIVATE ALLEY
3447
C
PRIVATE ALLEY
3138
D
PRIVATE ALLEY
3565
E
PRIVATE ALLEY
2997
F
OPEN SPACE
7982
G
OPEN SPACE
4664
H
OPEN SPACE
1397
1
OPEN SPACE
5432
J
STORM DRAINAGE
15667
TOTAL TRACT AREA: 51,755 SF = 1.19 AC
10' BSBL
LOT AREA
LOT AREA
LOT AREA
TABLE
TABLE
TABLE
LOT #
AREA (S.F.)
LOT #
AREA (S.F.)
LOT #
AREA (S.F.)
1
2143
22
2188
43
961
2
1300
23
1320
44
961
3
1300
24
1769
45
1591
4
1722
25
1769
46
1358
5
1722
26
1320
47
961
6
1578
27
3008
48
961
7
2079
28
2449
49
1274
8
1263
29
1319
50
2174
9
1693
30
1769
51
1327
10
1693
31
1769
52
1778
11
2098
32
1319
53
1778
12
2110
33
1757
54
1326
13
1257
34
2019
55
1326
14
1257
35
960
56
1834
15
1665
36
960
57
2216
16
1665
37
1590
58
1325
17
2181
38
1590
59
1324
18
2226
39
960
60
1775
19
1232
40
960
61
1775
20
1232
41
1770
62
1675
21
1528
42
1996
I-7
TOTAL LOT
AREA: 99,205
SF =
2.28 AC
GMP
n
SCALE: 1 " = 40'
40 20 0 40 80
SITE DATA
PLAT NAME: EARLINGTON TOWNHOMES
CITY FILE NUMBER:
SITE ADDRESS:
PARCEL NUMBERS: 214480-0285, —0295, —0487, —0488, —0500
SITE AREA: 181,296 SF (4.16 AC)
ZONING: R-14
EXISTING USE. GREENHOUSE/NURSERY
EXISTING STRUCTURES: TO BE REMOVED
PROPOSED USE: 62 TOWNHOMES
DEVELOPMENT STANDARDS (R-14
MAX.
DENSITY:
14 DU/AC
MIN.
DENSITY:
7 DU/AC
MIN.
LOT SIZE:
3,000 SF
MIN.
LOT WIDTH:
30'
MIN.
LOT WIDTH CORNER:
40'
MIN.
LOT DEPTH:
60'
BUILDING SETBACKS:
FRONT MIN:
15'
SIDE (DETACHED):
4'
SIDE (ATTACHED:
4'
SIDE STREET:
15'
REAR:
10'
MAX.
BLDG HEIGHT:
MAX.
BLDG COVER:
65%
MAX.
IMP. SURFACE:
80%
MAX.
STORIES;
3
MIN.
TREE DENSITY:
4 SIGNIFICANT TREES/5,000 SF
UTILITY PROVIDERS
SEWER: CITY OF RENTON
WATER: CITY OF RENTON
POWER: PUGET SOUND ENERGY
GAS: PUGET SOUND ENERGY
TELEPHONE: CENTURY LINK OR VERIZON
FIRE: CITY OF RENTON DISTRICT #25
SCHOOL: RENTON SCHOOL DISTRICT #403
OWNER/DEVELOPER
BLUE FERN DEVELOPMENT, LLC
11232 120TH AVE NE, STE 204
KIRKLAND, WA 98033
(425) 629-3854
CONTACT: JORDAN SALISBURY
PLANNER/SURVEYOR/
ENGINEER
ESM CONSULTING ENGINEERS, LLC
33400 8TH AVE SOUTH, #205
FEDERAL WAY, WA 98003
(253) 838-6113
CONTACT: PETE GONZALES, PE
GEOTECH ENGINEER
ASSOCIATED EARTH SCIENCES, INC.
911 5TH AVENUE
KIRKLAND, WA 98033
(425) 827-7701
CONTACT: KURT D MERRIMAN, P.E.
FREVISICDNS
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DESCRIPTION/DATE
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JOB NO.:
1938-001-016
DWG. NAME:
PP -02
DESIGNED BY:
PDG
DRAWN BY:
DCL
CHECKED
BY:
DATE:
3/27/2017
DATE OF
PRINT:
PP
-02
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A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E., W.M.
_Retaining
EXCEPTIONS TO TITLE
LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM FIRST AMERICAN
TITLE INSURANCE COMPANY COMMITMENT NUMBER 4201-2756148 DATED OCTOBER 04, 2016. IT SHOULD
BE NOTED THAT IN PREPARING THIS SURVEY MAP, ESM HAS NOT CONDUCTED AN INDEPENDENT TITLE
SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN
ON THIS MAP. ESM HAS WHOLLY RELIED ON THE ABOVE REFERENCED TITLE REPORT TO PREPARE THIS
SURVEY AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT.
... G 1
1-12. NOT REPORTED HEREIN
P
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S 1
- - 30TH ST 13. SUBJECT TO THOSE COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND
SETBACKS, IF ANY PER THE PLAT OF EARLINGTON ACRE TRACTS AS RECORDED IN VOLUME 15 OF PLATS,
-
°a PAGE 84, RECORDING NO. 1 907061 44931 86 IN KING COUNTY, WASHINGTON
� Asphalt t°p--sign •IT�\ - - -
\ _f t�;: 14-15. SUBJECT TO RESERVATIONS AND EXCEPTIONS REGARDING ALL GEOTHERMAL STEAM AND HEAT AND
\ /
ALL ORES AND MINERALS OF ANY NATURE WHATSOEVER, NOT PREVIOUSLY RESERVED, IN OR UPON SAID
L
\ Gravel / � - - - LANDS INCLUDING, BUT NOT LIMITED TO COAL LIGNITE, OIL AND GAS, PEAT, INCLUDING COAL SEAM GAS,
� - cw
TOGETHER WITH THE RIGHT TO ENTER UPON THE LANDS FOR THE PURPOSE OF EXPLORING DEVELOPING
Sign
- ``„.=�..:.......:.:..: ........ � AND WORKING THE SAME AS CONTAINED IN INSTRUMENTS RECORDED UNDER RECORDING NOS. 2961097 AND
SOC. 2961097. SAID INSTRUMENTS ALSO RESERVE A ROYALTY ON ANY SAND AND GRAVEL THAT MAY BE
CD RECOVERED FROM THE LANDS. SAID EXCEPTION ENCUMBERS THE ENTIRE SITE AND HAS NOT BEEN DEPICTED
%t HEREON.
s,9 . -." P ,,--...:• .... ,,, - ,�. - 16. SUBJECT TO THAT EASEMENT FOR SLOPES FOR CUTS AND FILLS PURPOSES AND THE TERMS AND
CONDITIONS THEREOF GRANTED TO KING COUNTY AS CONTAINED IN INSTRUMENT RECORDED UNDER
RECORDING N0. 5671904. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE
dei.. '; .;.:.....
-:.,° •.... _..:. - :•.:.:. ":::�.:- :...:; \ INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN.
\ 17. SUBJECT TO THAT EASEMENT FOR SLOPES FOR CUTS AND FILLS PURPOSES AND THE TERMS AND
\ CONDITIONS THEREOF GRANTED TO KING COUNTY AS CONTAINED IN INSTRUMENT RECORDED UNDER
9 \ . RECORDING NO. 5671905. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE
INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN.
o• �9' `::`:" •< 18. SUBJECT TO THAT EASEMENT FOR MAINTENANCE OF WATER SERVICE PURPOSES AND THE TERMS AND
e�� ,:•� CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING N0. 6004770. THE
�, LOCATION OF SAID EASEMENT IS DEPICTED HEREIN.
19. SUBJECT TO THAT EASEMENT FOR MAINTENANCE OF WATER SERVICE PURPOSES AND THE TERMS AND
o� \ !23 CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 6051425. THE
LOCATION OF SAID EASEMENT IS DEPICTED HEREIN.
Gree��' 20. SUBJECT TO THAT WARRANTY DEED AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN
cV nhouse
/ GraJei:: :.
- -.. G INSTRUMENT RECORDED UNDER RECORDING NOS. 71 031 601 47. THE EXACT LOCATION OF SAID EASEMENT
CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS DEPICTED APPROXIMATELY HEREIN.
21. SUBJECT TO THAT WARRANTY DEED AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN
p� \- .- \ INSTRUMENT RECORDED UNDER RECORDING NO. 71 031 601 65. THE EXACT LOCATION OF SAID EASEMENT
....:. . ..:... .
i� PARCEL ' -� �2� :_ \ \ CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS DEPICTED APPROXIMATELY HEREIN.
2144800295 f::: :::::.::� 3
22. SUBJECT TO THAT WARRANTY DEED AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN
_:: :.__i.t:::.:I�
INSTRUMENT RECORDED UNDER RECORDING NO. 7103190108. THE EXACT LOCATION OF SAID EASEMENT
CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS DEPICTED APPROXIMATELY HEREIN.
Greenhouse j ^ 23. SUBJECT TO THAT WARRANTY DEED AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN
PARCEL ^ : INSTRUMENT RECORDED UNDER RECORDING NO. 7106170187. THE EXACT LOCATION OF SAID EASEMENT
< CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS DEPICTED APPROXIMATELY HEREIN.
2144800285".
\ v24. SUBJECT TO THAT TEMPORARY WATER SERVICE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF
AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING N0. 7410090361.
25. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, AS CONTAINED IN THAT INSTRUMENT RECORDED
UNDER RECORDING N0. 9101140961.
26. SUBJECT TO THAT EASEMENT FOR TELECOMMUNICATIONS FACILITIES AND APPURTENANCES GRANTED TO
S1
::: ..:..
%9- \1. \ QWEST CORPORATION, A DELAWARE CORPORATION, ITS SUCCESSORS, ASSIGNS, LESSEES, LICENSEES, AND
UNDER RECORDING NO 20050719000834 THE
` LOCATION OF CONTAINED
EASEMENT IS INSTRUMENT
27. SUBJECT TO THAT RECORD OF SURVEY AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN
Fence transitionU>
INSTRUMENT RECORDED UNDER RECORDING NO 20050722900021 j ..
\
Greenhouse B . yP
ulldin
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SCALE: 1 " = 40'
CONTOUR INTERVAL = 5'
LEGEND
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-000000000000 -
LEGAL DESCRIPTION
STREET SIGN
SIGN
TR–S
TR–S
TR–S
TR–S
TR–S
TR–S
SEWER MANHOLE
STORM MANHOLE
STORM DRAIN
YARD DRAIN
CULVERT
WATER VALVE
FIRE HYDRANT
WATER MANHOLE
WATER METER
WA–S
NATURAL GAS VALVE
POWER POLE
POWER JUNCTION BOX
ELECTRICAL METER
TELEPHONE JUNCTION BOX
FOUND CASED MONUMENT
FOUND PK NAIL
FOUND REBAR AND CAP
FOUND IRON PIPE
SET TEMPORARY BENCH MARK
SET HUB AND TACK
UNDERGROUND CABLE TV LINE
UNDERGROUND TELEPHONE LINE
UNDERGROUND POWER LINE
STORM LINE
SEWER LINE
NATURAL GAS LINE
WATER LINE
WOOD POST FENCE
SPLIT RAIL FENCE
GUARD RAIL
ROCKERY
GROUND BREAK LINE
EDGE, ASPHALT
EDGE, CONCRETE
EDGE, GRAVEL
PARCEL A:
THAT PORTION OF LOTS 5 AND 6, BLOCK 10, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON, LYING
SOUTHWESTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE, AS ESTABLISHED BY DEED RECORDED
MARCH 16, 1971 UNDER RECORDING NUMBER 7103160147.
TOGETHER WITH THAT PORTION OF LOT 4, BLOCK 10, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON LYING
SOUTHWESTERLY OF RENTON AVE SOUTH.
EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR RENTON AVENUE BY INSTRUMENTS RECORDED
UNDER KING COUNTY RECORDING NO. 2633591 RECORDED MARCH 16, 1971, UNDER RECORDING NO.
71 031 601 65.
PARCEL B:
THAT PORTION OF LOT 7, BLOCK 10, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF
THE SOUTHWEST MARGIN OF RENTON AVENUE, AS ESTABLISHED BY DEED RECORDED MARCH 16, 1971
UNDER RECORDING NUMBER 7103160147.
PARCEL C:
THE SOUTH 100 FEET OF LOT 3; TOGETHER WITH THOSE PORTIONS OF LOTS 1 AND 2, BLOCK 19,
EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE
84, IN KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF THE SOUTHWEST MARGIN OF RENTON
AVENUE, AS ESTABLISHED BY DEED RECORDED JUNE 17, 1971 UNDER RECORDING NUMBER 7106170187.
PARCEL D:
THAT PORTION OF LOT 3, BLOCK 19, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF
THE SOUTHWEST MARGIN OF RENTON AVENUE, AS ESTABLISHED BY DEED RECORDED MARCH 19, 1971
UNDER RECORDING NUMBER 7103190108;
EXCEPT THE SOUTH 100 FEET THEREOF.
PARCEL E:
LOTS 4, 5, 6 AND 7, BLOCK 19, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED
IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON;
EXCEPT THAT PORTION OF SAID LOT 4 LYING NORTHEASTERLY OF THE SOUTHWEST MARGIN OF RENTON
AVENUE, AS ESTABLISHED BY DEED RECORDED MARCH 16, 1971 UNDER RECORDING NUMBER 7103160147.
EXCEPT THAT PORTION OF LOT 7, BLOCK 19, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON, LYING WESTERLY OF THE
FOLLOWING DESCRIBED LINE:
COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 7; THENCE SOUTH 87.30'06" EAST 8.15 FEET
ALONG THE SOUTH LINE OF SAID LOT 7 TO THE TRUE POINT OF BEGINNING OF SAID LINE; THENCE NORTH
00.22'46" EAST TO THE WEST LINE OF SAID LOT 7 AND THE END OF THIS DESCRIBED LINE, BY KING
COUNTY SUPERIOR COURT CAUSE NO. 07-2-33638-9, AND RECORDED DECEMBER 12, 2007 UNDER
RECORDING NUMBER 20071212000820.
REVISIONS
NO.
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JOB NO.:
1938-001-016
DWG. NAME:
PP -03
DESIGNED BY:
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DRAWN BY:
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CHECKED
BY:
DATE:
3/27/2017
DATE OF
PRINT:
P
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A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E., W.M.
1 - 2--' 3 4 254 LF WALL
/ /5 --6� �\ 8' MAX. HEIGHT
PAD=292.00 PAD=291.00 \
PAD=289.30 \
PAD=283.00 PAD=282.00 \ \
z i PAD=280.30 \
66 LF WALL o (00 �/� \
4 MAX. HEIGHT
\ \ PAD=283.00 �j
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2�g PAD=267.50 PAD=267.00 PAD 266.60 270 _
/ I PAD=267.50 PAD=268.50
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CUT 15,100 CYDS
FILL 3,700 CYDS
NET CUT 11,400 CYDS
\ SEE GEOTECHNICAL REPORT FOR STRIPPING
AREAS
\ SITE AREA 181 ,296 SF (4.16 AC.)
\ \ WORK AREA 200,542 SF (4.60 AC.
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REVISIONS
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EXISTING STORM DRAINAGE
EXISTING SANITARY SEWER
EXISTING WATER MAIN
PROPOSED 12"0 STORM DRAINAGE
PROPOSED BASIN LINE
TRACT J
STORM DRAINAGE FACILILTY
DETENTION REQUIRED:
DETENTION PROVIDED
WATER QUALITY REQUIRED
WATER QUALITY PROVIDED
65,000 CF
75,000 CF
4,000 CF (CARTRIDGE)
4,800 CF (CARTRIDGE)
DRAINAGE NOTES:
1. FOOTING AND ROOF DRAIN PIPES NOT SHOWN FOR
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REVISIONS
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DESCRIPTION/DATE
BY
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03/27/2017
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300 310
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STA. 11+17.76, ROAD A
SSD: 207' SSD: 154'
PVI STA: 31+50.00 PVI STA: 32+20.50
PVI ELEV: 245.27 PVI ELEV: 245.20
K: 13.33 K: 11.43
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270
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REVISIONS
NO.
DESCRIPTION/DATE
BY
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FIRST SUBMITTAL
03/27/2017
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CHECKED
BY:
DATE:
3/27/2017
DATE OF
PRINT:
PP
-07
7 OF 7 SHEETS