HomeMy WebLinkAboutP_Architectural_Plan_Set_190405_v1.pdfS88°56'54"E
30.00'
11.50'
11.50'N00°59'35"E 256.65'N69°
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'N20°06'31"E 48.73'S20°06'31"W 75.04'S20°06'31"W 68.83'S20°06'31"W 62.62'N20°06'31"E 54.00'S20°06'31"W 54.00'S20°06'31"W 54.00'S20°06'31"W 54.00'S20°06'31"W 50.12'S69°
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R=24.00'
L=13.83'
N69°
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21.7
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12.63'19.04'19.04'24.33'50.38'S88°55'42"E
40.01'
S88°56'54"E
40.01'
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'20.25'18.00'18.00'20.72'S89°09'02"E
2.79'85.46'48.20'176.65'32.00'181.11'
13.24'11.77'N00°00'11"W 145.49'S00°00'11"E 145.48'18.00'S70°03'00"E
6.07'
21.68'S20°06'31"W 54.69'PLAN: SITE
A1.0020'-0"20'-0"
4'-0"4'-0"
9'-0"
TYP.23'-0" TYP.PHASE II
R.O.W. DEDICATION
20'-0"20'-0"230'-8"7'-6"8'-0"
42'-
8
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TFIRE LANE, ACCESS ANDUTILITY EASEMENTACCESS AND UTILITYEASEMENTPHASE II
FIRE ACCESS
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20'-0"20'-0"(COMPACT)8'-6"TYP.(COMPACT)
(COMPACT)
(COMPACT)
16'-0" TYP.
16'-0"8'-0"(COMPACT)
(COMPACT)8'-0"(2) NEW PARKING
STALLS
EXISTING
PARKING TO
REMAIN
(2) NEW PARKING
STALLSPROPERTY LINEPROPERTY LINE
PROPERTY LINEPROPERTY LINE
PROPERTY LINE PROPERTY LINEPHASE II
15'-0"
BUILDING
SETBACK
BUILDING A
4 UNIT TOWNHOME
(2383 S.F.)
BUILDING B
4 UNIT
TOWNHOME
(2406 S.F.)
BUILDING C
4 UNIT
TOWNHOME
(2378 S.F.)
PHASE II MULTI-FAMILY
BUILDING
(25,550 S.F.)PHASE II R.O.WSIDEWALKPHASE II R.O.WPLANTER STRIPROC
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ROCKERYPHASE II ROCKERY
PHASE II ROCKERY
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24'-3"
0 FT40
1" = 20'
20 60 80
PLAN: SITE
SCALE: 1"=20'N
74'-
7
"38'-5"74'-5"120'-8"199'-11"PHASE II
CURB CUT
EXISTING
CURB CUT TO
REMAIN
5'-0"5'-0"5'-0"PROPOSED 5' BUILDING SETBACK PROPOSED 5' BUILDING SETBACKPROPOSED 5' BUILDING SETBACK
PHASE II
BUILDING
ENTRY
PHASE II
GARAGE ENTRY
GLENWOOD
TOWNHOMES EXISTING
OPEN SPACE
(1,234 S.F.)
PHASE II OPEN SPACE
(9,479 S.F.
ON GRADE AND OVER
STRUCTURE)
PHASE II OPEN SPACE
PHASE II
OPEN
SPACE
16'-0"8'-6"
73'-0"
NO.
PPUD/BINDING SITE PLAN
DOCUMENTS
DATE REMARK
DRAWN BY:
SHEET NO:
Willowcrest
Townhomes
SHEET TITLE:
177 Western Avenue W. Suite 266
Seattle, WA 98119
Glennwood Ave.
Renton, WA
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QA/QC:DATE:
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GTONNO.1
.202 EX PLICENSE
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LANDSC A P E A R C HITECT0 9 /02/2020BRE N T M .CHAS
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NPHASE I15'-0"UTILITYEASEMENTPARKINGPHASE I
15'-0"
UTILITY
EASMENTPROPERTY LINE38'-5"74'-
7
"
TOTAL COMMON OPEN PROVIDED SPACE: 1,877 S.F. + 439 S.F. + 671 S.F. + 584 S.F.= 3,571 S.F.
COMMON OPEN SPACE REQ. (RMC 4-9-150.E.1.a):
25,369 S.F. (SITE AREA) X 10% = 2,537 S.F.
50 S.F./12 (QTY OF UNITS) = 600 S.F.
2,537S.F. + 600 S.F. = 3,137 S.F. REQUIRED
R-10/R-14 COMMON OPEN SPACE REQ. (RMC 4-2-115.E.2):
350 S.F. / PER UNIT x 12 UNITS = 4,200 S.F. REQ.
1,877 S.F. PROVIDED - 4,200 S.F. = 2,323 S.F. REMAINING
R-10/R-14 COMMON OPEN SPACE REQ. (RMC 4-2-115.E.2):
350 S.F. / PER UNIT x 8 UNITS = 2,800 S.F. REQ.
PROVIDE = 4,168 S.F.
WILLOWCREST SITE GLENNWOOD SITE
4,168 S.F. OPEN SPACE EXCLUSIVE TO GLENNWOOD SITE
2,576 S.F. OPEN SPACE ON GLENNWOOD SITE IN EASEMENT
BENEFITING WILLOWCREST SITE
GLENWOOD
TOWNHOMES
EXISTING
OPEN SPACE
(1087 S.F.)
GLENWOOD
TOWNHOMES EXISTING
OPEN SPACE
(1,848 S.F.)
FIRE HYDRANT
FIRE
HYDRANT
10% PUD COMMON OPEN SPACE
PER RMC 4-9-150.E.1
671 S.F.
R-10/R-14 COMMON OPEN SPACE
PER RMC 4-2-115.E.2
AND 10% PUD RMC 4-9-150.E.1
1,877 S.F.
10% PUD COMMON OPEN SPACE
RMC 4-9-150.E.1
439 S.F.
10% PUD COMMON OPEN SPACE
PER RMC 4-9-150.E.1
584 S.F.
OPEN SPACE ON GLENNWOOD
SITE IN EASEMENT FOR BENEFIT
OF WILLOWCREST MEETING
R-10/R-14 RMC 4-2-115.E.2
(2,576 S.F.)
38'-
5
"
ROC
K
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ROCKERYBC
3.15.2019
PHASE I10'-0"UTILITYEASMENT
16'-10"8'-2"
SHRUBS 6' HT.
AT MATURITY,
PLANTED 3'
O.C., TYP.
6' HT. WOOD
SLAT FENCE AND
GATES, TYP.
50 S.F.
TRASH/
RECYCLE
AREA
DETAILS: TRASH
ENCLOSURE AND DETAILS
A1.20
12" DIA.3"3"4'-0"6" THICK GRAVEL BED.
COVER BOTTOM OF POST.
ALLOW CONCRETE TO
GRAVEL BED. DO NOT
EXTEND POST 3" INTO
4X4 POST.
12" DIA. CONCRETE
FOOTING.6'-0" MINIMUM, SEE FENCE FRAMING DETAILFINISHED GRADE.3"112"1"COLLAR. SLOPE TOP FOR
DRAINAGE, USE TOOLED EDGES.
FINISHED GRADE.
2X4 MID BLOCK.6"SEE ELEVATION:
WOOD SLATS,
1X6
TRASH/RECYCLING SIDE
2X4 TOP AND BOTTOM FRAME.
1X6 WOOD SLATS, SEE
ELEVATION:
EXTERIOR SIDE
WOOD FENCE SECTION
1" = 1'-0"FX-SI-FENC-SSW-03
3 WOOD FENCE ELEVATION
3/8" = 1'-0"
FRAMING BEYOND1X6 WOOD SLATS
FINISHED GRADE6'-0" MIN.FX-SI-FENC-SSW-02
2
TRASH ENCLOSURE PLAN
1/8" = 1'-0"1
1V
3H
1
4SLOPE LINE OFROCK FACING4H:1V
TOP OF ROCK FACING
EXISTING OR PROPOSED GRADE
SLOPE BACK
TOWARDS THE CUT
d12"
MIN
h
NO TRAFFIC SURCHARGE
IN THIS AREA
MAX SLOPE OF SOIL
SURCHARGE
1' MIN
LAP
Ø
DEPTH OF BASE (d)
EXISTING OR PROPOSED GRADEROCK FACING HEIGHT (h)NON WOVEN
UNDERGROUND
GEOTEXTILE
UNDISTURBED SOIL
BACKFILL
2"-4" QUARRY
SPALL
FOUNDATION TO BE
DESIGNED TO
PROVIDE A MIN OF
SOIL BEARING
PRESSURE OF 2000
PSF
MINIMUM ROCK
(h)(d) SIZE(BASE) SIZE(TOP)
2 FEET 3 INCHES 2-MAN 1-MAN
4 FEET 6 INCHES 3-MAN 2-MAN
6 FEET 9 INCHES 4-MAN 2-MAN
8 FEET 12 INCHES 5-MAN 2-MAN
Ø = 14° ±1°
6" SUBSURFACE DRAIN
PIPE. BED IN MINERAL
AGGREGATE 3
8" WASHED
DRAIN ROCK. BEDDING
MUST PROVIDE MIN 3"
COVER ALL AROUND.
OUTLET TO APPROVED
DISCHARGE POINT
ROCKERY
1/2" = 1'-0"4
31 -04
NO.
PPUD SUBMITTAL
DATE REMARK
ISSUE DATE:.
DRAWN BY: .
CHECKED BY:
SHEET NO:
SHEET TITLE:
177 Western W. Suite 266
Seattle, WA 98119
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Willow Crest
Townhomes
Glenwood Ave,
Renton, WA
STATE O F W A SHI
N
GTONNO.1
.202 EX PLICENSE
D
LANDSC A P E A R C HITECT0 9 /02/2020BRE N T M .CHAS
T
A
I
N12.18.18
BC
PH, SD,BC