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A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E., W.M.
LOT AREA TABLE
TRACT
USE
AREA (S.F.)
A
ALLEY A
3073
B
ALLEY B
3080
C
ALLEY C
3019
D
ALLEY D
3525
E
ALLEY E
2997
F
OPEN SPACE
8123
G
OPEN SPACE
4215
H
OPEN SPACE
1465
1
OPEN SPACE
6344
J
STORM DRAINAGE
15581
TOTAL TRACT AREA: 51,422 SF = 1.18 AC
'TR -G, v
84'
N 3' 20' 20' 21'
R=27.5' \ ��
20 21 22
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25' 20' 20' 25' 31'�♦ \N 1'13'07" E 7.27'
- —20' --ALLEY D---- •\
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\ 30 31 32 33 34 \
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LOT AREA
LOT AREA
LOT AREA
TABLE
TABLE
TABLE
LOT #
AREA (S. F.)
LOT #
AREA (S. F.)
LOT #
AREA (S.F.)
1
1921
21
1208
41
2127
2
1163
22
1503
42
1963
3
1163
23
2483
43
1187
4
1512
24
1333
44
1187
5
1512
25
1333
45
949
6
1425
26
1333
46
1187
7
2154
27
1333
47
1187
8
1312
28
2916
48
1483
9
1758
29
2461
49
2338
10
1758
30
1333
50
1327
11
2213
31
1333
51
1791
12
2165
32
1333
52
1790
13
1208
33
1333
53
1326
14
1208
34
1688
54
2252
15
967
35
2228
55
1919
16
1208
36
1187
56
1325
17
1208
37
1187
57
1324
18
1852
38
949
58
1732
19
2200
39
1187
59
1731
20
1208
40
1187
60
1675
TOTAL LOT AREA: 94,013 SF = 2.16 AC
SHEET NO. DESCRIPTION
PP -01 SITE PLAN
PP -02 BOUNDARY & EXISTING CONDITIONS
PP -03 PRELIMINARY GRADING PLAN
PP -04 PRELIMINARY ROAD & UTILITY PLAN
PP -05 DRAINAGE CONTROL PLAN
PP -06 PRELIMINARY STREET PROFILES
5' EX.
ROW \
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N 8736'32" W 592.35'1
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40 20 0 40 80
SITE DATA
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9hc` AIRPORT WAY
S 132ND ST S
Sw SITE
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OR
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)
PROPOSED USE: 60 TOWNHOMES
ZONING: R-14
EXISTING USE: GREENHOUSE/NURSERY
EXISTING STRUCTURES: TO BE REMOVED
AREA IN CRITICAL AREAS: N/A
AREA IN CRITICAL AREA BUFFERS: N/A
AREA IN PUBLICLY DEDICATED STREETS:
AREA IN PRIVATE ACCESS EASEMENTS:
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:
SCHOOL DISTRICT #403
FRONT MIN:
15'
SIDE (DETACHED):
4'
SIDE (ATTACHED:
4'
SIDE STREET:
15'
REAR:
10'
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 STH 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.
REVISIONS
NO.
DESCRIPTION/DATE
BY
0
FIRST SUBMITTAL
03/27/2017
ESM
1
SECOND SUBMITTAL
06/12/2017
ESM
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JOB NO-:
1938-001-016
DWG. NAME:
PP -01
DESIGNED BY:
PDG
DRAWN BY:
DCL
CHECKED
BY:
DATE:
6/12/2017
DATE OF
PRINT:
PP
-01
1 OF 6 SHEETS
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S 130TH ST
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A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E., W.M.
CONTOUR ENGINEERING LLC PERFORMED
THE TOPOGRAPHIC SURVEY FOR
EARLINGTON TOWNHOMES. ESM .ASSUMES
NO LIABILITY FOR THE ACCURACY OF
THIS INFORMATION.
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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.
1-12. NOT REPORTED HEREIN.
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,
PAGE 84, RECORDING NO. 1 907061 44931 86 IN KING COUNTY, WASHINGTON
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
LANDS INCLUDING, BUT NOT LIMITED TO COAL LIGNITE, OIL AND GAS, PEAT, INCLUDING COAL SEAM GAS,
TOGETHER WITH THE RIGHT TO ENTER UPON THE LANDS FOR THE PURPOSE OF EXPLORING, DEVELOPING
AND WORKING THE SAME AS CONTAINED IN INSTRUMENTS RECORDED UNDER RECORDING NOS. 2961097 AND
2961097. SAID INSTRUMENTS ALSO RESERVE A ROYALTY ON ANY SAND AND GRAVEL THAT MAY BE
RECOVERED FROM THE LANDS. SAID EXCEPTION ENCUMBERS THE ENTIRE SITE AND HAS NOT BEEN DEPICTED
HEREON.
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 NO. 5671904. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE
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
RECORDING NO. 5671905. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE
INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN.
18. SUBJECT TO THAT EASEMENT FOR MAINTENANCE OF WATER SERVICE PURPOSES AND THE TERMS AND
CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 6004770. THE
LOCATION OF SAID EASEMENT IS DEPICTED HEREIN.
19. SUBJECT TO THAT EASEMENT FOR MAINTENANCE OF WATER SERVICE PURPOSES AND THE TERMS AND
CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 6051425. THE
LOCATION OF SAID EASEMENT IS DEPICTED HEREIN.
20. SUBJECT TO THAT WARRANTY DEED AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN
INSTRUMENT RECORDED UNDER RECORDING NOS. 7103160147. 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
INSTRUMENT RECORDED UNDER RECORDING NO. 7103160165. THE EXACT LOCATION OF SAID EASEMENT
CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS DEPICTED APPROXIMATELY HEREIN.
22. SUBJECT TO THAT WARRANTY DEED AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN
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.
23. SUBJECT TO THAT WARRANTY DEED AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN
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.
24. SUBJECT TO THAT TEMPORARY WATER SERVICE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF
AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7410090361.
25. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, AS CONTAINED IN THAT INSTRUMENT RECORDED
UNDER RECORDING NO. 9101140961.
26. SUBJECT TO THAT EASEMENT FOR TELECOMMUNICATIONS FACILITIES AND APPURTENANCES GRANTED TO
QWEST CORPORATION, A DELAWARE CORPORATION, ITS SUCCESSORS, ASSIGNS, LESSEES, LICENSEES, AND
AGENTS AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20050719000834. THE
LOCATION OF SAID EASEMENT IS DEPICTED HEREIN.
27. SUBJECT TO THAT RECORD OF SURVEY AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN
INSTRUMENT RECORDED UNDER RECORDING NO. 20050722900021
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SCALE: 1 " = 40'
40 20 0 40 80
CONTOUR INTERVAL = 5'
LEGEND
LEGAL DESCRIPTION
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.
7103160165.
PARCEL 8:
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
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STREET SIGN
BY
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SIGN
ESM
TR -S
SECOND SUBMITTAL
TR -S
06/12/2017
TR -S
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STORM MANHOLE
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FOUND REBAR AND CAP
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FOUND IRON PIPE
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SET TEMPORARY BENCH MARK
0
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SET HUB AND TACK
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ROCKERY
-----------------------------
GROUND BREAK LINE
—
EDGE, ASPHALT
—
EDGE, CONCRETE
-- — —
— ——
EDGE, GRAVEL
LEGAL DESCRIPTION
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.
7103160165.
PARCEL 8:
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.
DESCRIPTION/DATE
BY
0
FIRST SUBMITTAL
03/27/2017
ESM
1
SECOND SUBMITTAL
ESM
06/12/2017
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JOB NO.:
1938-001-016
DWG. NAME:
PP -02
DESIGNED BY:
PDG
DRAWN BY:
DCL
CHECKED
BY:
DATE:
6/12/2017
DATE OF
PRINT:
PP -+02
2 OF V SHEETS
A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E., W.M.
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236 = 234 -
_ - -232
2348230 ■---'---,� \
I �
Fol
SCALE: 1 " = 40'
40 20 0 40 80
CONTOUR INTERVAL = 2'
EARTHWORK QUANTITIES
CUT 15,000 CYDS
FILL 3,350 CYDS
NET CUT 11,650 CYDS
SEE GEOTECHNICAL REPORT FOR STRIPPING REQUIREMENTS
SITE AREA 181,296 SF (4.16 AC.)
WORK AREA 195,814 SF (4.50 AC.
(INCLUDING ROW)
NOTES:
FFE = FINISHED FLOOR ELEVATION
AT FRONT ENTRY
OFF = GARAGE FINISHED FLOOR
AT FRONT OF GARAGE
REVISIONS
NO.
DESCRIPTION DATE
BY
0
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03/27/2017
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06/12/2017
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DWG. NAME: PP -03
DESIGNED BY:
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DRAWN BY:
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DATE:
6/12/2017
DATE OF
PRINT:
PP -03
3 OF 6 SHEETS
A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E., W.M.
TO EXISTING
;NTMHITYER PAVING NOTES: LEGEND
1. ALL INTERIOR PATHWAYS AND SIDEWALKS TO BE - ---- EXISTING STORM DRAINAGEPROPOSED CONCRETE PAVING
dePERMEABLE CONCRETE.EXISTING SANITARY SEWER
ij 2. NEW SIDEWALK ALONG RENTON AVE S SHALL SLOPE - ,v- - EXISTING WATER MAIN PROPOSED ASPHALT PAVING SCALE: 1 40
v TOWARD THE PROJECT AT 1.5% - 2.0%. gp PROPOSED 12"0 STORM DRAINAGE
\'"� -�-- S 130TH ST 3. NEW SIDEWALK ALONG S 132ND ST SHALL SLOPE s—►� PROPOSED 8"0 SANITARY SEWER 40 20 0 40 80
AWAY FROM THE PROJECT. w PROPOSED 8"0 WATER MAIN
� --- � FIRE HYDRANT CONTOUR INTERVAL = 2'
4. PAVING TRANSITIONS TO MATCH EXISTING CONDITIONS
TO BE DESIGNED AT FINAL. STREET LIGHT
PROPOSED LOT LINE
BUILDING SETBACK LINE
PROPOSED
NEW R/W 18'
2' 8 S/W
I
I
1 n, . 2.0%
(MAX.
7
8' PLANTER
0.5'
PROPOSED PROPOSED CEMENT
SIDEWALK CONCRETE VERTICAL
1 111111111101
VARIES
(24'-31)
CURB AND GUTTER
RENTON AVE S
MINOR ARTERIAL (LOOKING NORTHWE
SCALE: 1"=6'
NOTE:
SEE PRELIMINARY GRADING
PLAN, SHEET PP -03, FOR
FINISHED FLOOR ELEVATIONS.
G
11.5' EXISTING
iW ADDITIONAL R/W
2' 8' S/W 8' PLANTER
0.5
I1
IT i
60' EXISTING R/W
23'
5'
8' PARKING BIKE LANE 10' TRAVEL LANE
2.0%
(MAX.)
CEMENT CONCRETE -j
VERTICAL CURB
AND GUTTER
S 132ND ST
COLLECTOR ARTERIAL (FACING EAST
81
5' S/W PI ANTFR
PROPOSED
SEWER
SCALE: 1"=6'
53'
13' PAVING 13 PAVING
5'
-1 2.0%
3• MIN.
COVER
ROAD A
SECTION A -A
Mol
EXISTING
PI ANTFR 5' S/W
1AX.) • 1
Mqk.
CEMENT CONCRETE VERTICAL
CURB & GUTTER
PROPOSED
WATER PROPOSED
STORM
SCALE: 1 "=6'
TRACT 29' TRACT
0.5' 5' S/W 14' PAVING 14' PAVING 5' S/W 0.5'
I I
0.5' 1 8' 1 5 1 0.5'
2 .072.0% 2.0% 2.0%
1 �qk. (MAX.) (MAX.) (MAX.) (MAX.)
3'1
qk.
3' MIN. CEMENT CONCRETE VERTICAL
COVER CURB & GUTTER
PROPOSED PROPOSED
SEWER WATER PROPOSED
ROAD A STORM
SECTION B -B
SCALE: 1 "=6'
CUT IN 1 4' MIN. q 4' MIN. I TUCK
UNIT DWY 10' PAVING 10' PAVING DWY UNDER
UNIT
5, 5,
2.0% T 2.0%
(VARIES (MAX. MAX.) ?R
0.5' MIN.
COVER
PROPOSED PROPOSED
WATER PROPOSED SEWER
STORM
ALLEY
SECTION C -C
SCALE: 1"=6'
REVISIONS
NO. DESCRIPTION/DATE BY
0 FIRST SUBMITTAL ESM
03/27/2017
1 SECOND SUBMITTAL ESM
06/12/2017
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A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E., W.M.
CAST—I N — PLAC
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FLOOR AND WALL
CAST—IN—PLACE
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112.49'
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1 "= 5' VERT.
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RO
SCALE: 1 " = 40'
40 20 0 40 80
CONTOUR INTERVAL = 2'
LEGEND
Eo
..............
EXISTING STORM DRAINAGE
EXISTING SANITARY SEWER
EXISTING WATER MAIN
PROPOSED 12"0 STORM DRAINAGE
PROPOSED BASIN LINE
TRACT J
STORM DRAINAGE FACILILTY
DETENTION REQUIRED: 65,000 CF
DETENTION PROVIDED:
WATER QUALITY REQUIRED:
WATER QUALITY PROVIDED
75,000 CF
4,000 CF (CARTRIDGE)
4,800 CF (CARTRIDGE)
DRAINAGE NOTES:
1. FOOTING AND ROOF DRAIN PIPES NOT SHOWN FOR
CLARITY.
2. THE GEOTECHNICAL REPORT DESCRIBES A LAYERING
OF SOIL TYPES WHICH SUGGESTS GROUND WATER
WILL DISCHARGE AT CERTAIN ELEVATIONS WITHIN THE
SITE. ADDITIONAL GROUNDWATER COLLECTION PIPES
WILL BE REQUIRED. THESE PIPES ARE NOT SHOWN
FOR CLARITY.
3. THE STORM WATER CONTROL VAULT SHALL BE
DESIGNED BY A STRUCTURAL ENGINEER.
4. THE WATER QUALITY SYSTEM WILL UTILIZE A
PROPRIETARY FILTER CARTRIDGE SYSTEM.
REVISIONS
NO.
DESCRIPTION/DATE
BY
0
FIRST SUBMITTAL
03/27/2017
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06/12/2017
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REVISIONS
NO.
DESCRIPTION/DATE
CL INT'X
I'
CL INT'X
A
PORTION OF THE
NE
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OF SEC 13, TWP 23 N., RGE 4 E.,
W.M.
i
SECOND SUBMITTAL
= STA. 1
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STA 51+
68.35, ALLEY
C & D
300
CENTER 0
31+83.61, ALLEY
A & B
= STA.
2+66.85, RAD
A
=
TA. 11+17.7
ROAD A
N
300 290
SD: 207'
SS
92'
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SSD: 154'
290
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TA: 51 +34.50
OF
PVI STA:
52+03.20
CL INT'X
SSD: 133 I
PVI STA: 31
CL INT'
C
STA: 32+2
50
PVI
ELEV: 266.0
PVI ELEV:
266.00
d
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5.27
P
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r
K: 13.33
M
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SCALE:
1"=40' HORIZ.
1"=10' VERT.
1"=10' VERT.
310
310
320
320
300
300
310
310
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300
300
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290
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280
260
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270
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260
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52+80
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70+80
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TRACT/ALLEY E
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SCALE: 1"=40' HORIZ.
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1"=10'
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REVISIONS
NO.
DESCRIPTION/DATE
CL INT'X
I'
CL INT'X
NT'X
I
E
STA 71+9p.14,
ALLEY
i
SECOND SUBMITTAL
= STA. 1
+73.32, ROAD
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68.35, ALLEY
C & D
CENTER 0
31+83.61, ALLEY
A & B
= STA.
2+66.85, RAD
A
=
TA. 11+17.7
ROAD A
N
SD: 207'
SS
92'
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SSD: 154'
+
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TA: 51 +34.50
OF
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52+03.20
o
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PVI STA: 31
50.00
PVI
STA: 32+2
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PVI
ELEV: 266.0
PVI ELEV:
266.00
d
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5.27
P
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r
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DESCRIPTION/DATE
CL INT'X
I'
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ALLEY
i
SECOND SUBMITTAL
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31+83.61, ALLEY
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d
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5.27
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JOB No.:
1938-001-016
DWG. NAME:
PP -06
DESIGNED BY:
PDG
DRAWN BY:
DCL
CHECKED
BY:
DATE:
6/12/2017
DATE OF
PRINT:
PP
-06
6 OF 6 SHEETS