HomeMy WebLinkAboutEx09_Civil_Plan_SetOFFSITE ACCESS/UTILITY
EASEMENT TO BE RECORDED
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10.01 - — — NE 15TH PLACE
- — - d
67.14' _ _ 19.86' 1 ' (RESIDENTIAL ACCESS)
N88'50'4 .00' -
10' STORM DRAINAGE I -
EASEMENT
TAX PARCEL
722780-1500
-
Encompass,'�
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax. (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433 • Fax. (509) 674-7419
03/04/20 I N 0.
REVISION
LEGAL DESCRIPTIONS:
TAX PARCEL 722780-1490
LOT 4, BLOCK 45, CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, ACCORDING TO THE PLAT
THEREOF, RECORDED IN VOLUME 57 OF PLATS, PAGES 92 THROUGH 98, RECORDS OF KING COUNTY,
WASHINGTON.
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
TAX PARCEL 722780-1495
LOT 5, BLOCK 45, CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, ACCORDING TO THE PLAT
THEREOF, RECORDED IN VOLUME 57 OF PLATS, PAGES 92 THROUGH 98, INCLUSIVE, IN KING COUNTY,
WASHINGTON.
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
HORIZONTAL DATUM:
NAD 83/91 - WASHINGTON NORTH ZONE
BASIS OF BEARINGS:
N0032'27"E BETWEEN CITY OF RENTON CONTROL MONUMENTS 57 AND 369
VERTICAL DATUM:
NA VD 88
BENCHMARK.
CITY OF RENTON CONTROL MONUMENT 57
CONCRETE MONUMENT IN CASE AT INTERSECTION OF EDMONDS AVENUE NE AND NE 12TH STREET
ELEVATION = 326.43 FEET
INSTRUMENTATION
INSTRUMENT USED: 5 SECOND TOTAL STATION.
FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS
1: 22, 000, IN ACCORDANCE WITH WAC 332-130- 090.
Q
FOUND MONUMENT IN CASE
❑ C
CABLE BOX
FOUND SURFACE MONUMENT
o
MAIL BOX
®
FOUND REBAR AS NOTED
SD
STORM LINE
(M)
MEASURED
SS
SEWER LINE
(C)
CALCULATED
GAS
GAS LINE
(C.0.R.)
CITY OF RENTON
w w
WATER LINE
(P)
PLAT
-0 ❑
WOOD FENCE
N
WATER VALVE
❑
WIRE FENCE
FIRE HYDRANT
CDEID0
ROCKERY
®
WATER METER
HEDGE LINE
SIGN POST
EVERGREEN TREE
�S
SEWER MANHOLE
iv
�❑
STORM DRAIN MANHOLE
0
DECIDUOUS TREE
❑
CATCH BASIN
FIR TREE
UTILITY POLE
CEDAR TREE
LIGHT POLE
TREE (UNSPECIFIED)
lu
GAS METER
ASPHALT
(D
ELECTRIC METER
CONCRETE
PROPOSED LOT SQUARE FOOTAGE:
Lot Number
Gross Lot
Area (SF)
Net Lot Area
(SF)
1
1707
1707
2
1240
1240
3
1240
1240
4
1240
1240
5
1609
1609
6
1643
1643
7
1275
1275
8
1275
1275
9
1275
1275
10
1947
1947
NOTE:
8' OF THE PRIVATE TRACT A ACCESS TO BE
DEDICATED TO FUTURE PUBLIC ALLEY.
SHEET INDEX.
Tract A Public Alley
Total Area (SF) 5603
TITLE SHEET
COVER SHEET 1
PRELIMINARY GRADING & DRAINAGE PLAN 2
PRELIMINARY SEWER & WATER PLAN 3
STREET PROFILE & CROSS SECTIONS 4
SURVEYED: SCALE:
SDM D 1988
1 „-20, HORIZONTAL: NAD 1983/1991
DESIGNED:
NEM
DRAWN:
TLK ONE INCH A A
CHECKED: DATU M
NEM AT FULL SCALE
IF NOT ONE INCH
BY DATE AP P R APPROVED: CJA SCALE ACCORDINGLY
Know what's below.
Call before you dig.
AO% CITY OF
U'RI RENTON
Planning/Building/Public Works Dept.
0 5 10 20
SCALE 1 " = 20'
NE
27TH ST
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VICINITY MAP
PROJECT TEAM:
N.T.S.
OWNER:
GENESIS HOMES LLC
16220 NE 3RD PLACE
BELLEVUE, WA 98008
GENESI SHOMESWA@GMAIL. COM
(206) 226-0744
CLIENT
JAMES HOWTON
REPRESENTATIVE:
(425) 985-2024
ENGINEER
NICOLE MECUM, PE / STEVEN D. McCASKEY,
PLS
/SURVEYOR:
ENCOMPASS ENGINEERING & SURVEYING
165 N.E. JUNIPER STREET, SUITE 201
ISSAQUAH, WA 98027
(425) 392-0250
LANDSCAPE.
JEFF VARLEY
VARLEY VARLEY VARLEY LANDSCAPE
ARCHITECTURE
(425) 466-9430
ARCHITECT.
FREEMAN ACHITECTS
FREEMAN FONG
14410 SE PETROVI TSKY RD, SUITE 206
RENTON, WA 98058
(206) 282-8345
GEOTECH:
KRISTINA WELLER, PE
THE RILEY GROUP
17522 BOTHELL WAY NE
BOTHELL, WA 98011
(425) 415-0551
SITE DATA:
AQUIFER PROTECTION AREA: ZONE 2
SETBACKS. FRONT=10' (ALLEY ACCESS)
REAR =10'
SIDE =4' (ATTACHED)
TAX PARCEL: 722780-1490 & 722780-1495
SITE ADDRESS. 1501 KIRKLAND AVE NE
RENTON, WA 98056
SI TE AREA:
24,360 SF (0.56 AC)
LAND USE DESIGNATION:
RESIDENTIAL HIGH DENSITY (HD)
ZONING:
R-14
PROPOSED NUMBER OF LOTS:
10
PROPOSED PUBLIC R.O.W. DEDICATION:
0 SF
ONSITE IMPERVIOUS
14,874 SF (0.34 AC)
SURFACE.
MAXIMUM BUILDING
6590
COVERAGE
MAXIMUM IMPERVIOUS
80%
SURFACE COVERAGE:
RECREATION SPACE
250 SF/UNIT
REQUIRED/PROVIDED:
COMMON OPEN SPACE:
3,500 SF (REQUIRED)
4,305 SF (PROVIDED)
UTILITY DISTRICT INFORMATION:
WATER/SEWER: CITY OF RENTON (425) 430-7339
FIRE DISTRICT. RENTON REGIONAL FIRE AUTHORITY
(425) 430-7000
CABLE TV.- COMCAST (800) 934-6489
GAS/ELECTRIC: PUGET SOUND ENERGY (888) 321-7779
IN COMPLIANCE WITH CITY OF RENTON STANDARDS J
J
EMERALD HIGHLANDS
PRELIMINARY UNIT L 0 T SUBDIVISION
COVER SHEET
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DATE:
03104120
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FIELDBOOK: N/A
PAGE:
NIA
(
DRAWING NO:
19501
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SHEET: OF.
1 4
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O
NE 15TH STREET
�. rd W
1a .. SSMH
s ° a RIM=376.89
s IE 8" CONC. (N)=363.02
IE 6" IP (E)=363.34
7 PROPOSED STORM \ 3 j IE 8" CONC. (S)=362.97
0 DRAINAGE FOR /
JEFFERESON HIGHLANDS
sa a 3 2S SDCB
�l J
J LUA 19-000163 \ RIM=375.64
Q a N \ IE 6" CONC. (NW)=373.62
s
V 00 APPROXIMATE 10" CI
m ! m 0
d WATER LINE LOCATION
FROM RENTON RECORDS
o — ,�
O a8.
T HOG WI E WOOD FENCE - _ _ _ - _ -
11 0.00' W 4 a
C%) FENCE CORNER
LLf 0.15' EAST 4'
7 OF LINE I� a d ° 4 _
c I s
L_LjFEN 13.59' - - - 11 TRENCH
0.2' W S A PARCEL RESTORATI pN
QD OF LAVE
s: 30-1490 O COR PER STD
:, a 110 (TYP) i
30'-
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FILTER STRIP
TAX PARCEL / - 13.59' LU
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Q
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FENCE
0.2' EAS O -. .--.-.-.-.-.- - a
OF LINE
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I (�) 1
` "EA E °s
\ S MENT C d
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PROPOSEDI CB (TIP)
'.' I /
' A � I
TAX PARCEL 6" EMERGENCY
722780-1550 `ey ''.'. / d .
I ° � � � � / � OVERFLOW \
1 SDCO (TIP) \
INFILTRATION
.. TRENCH AMP O
' PER DETAIL
ON SHEET 4
(TYP) I - - - \ SSM H
------ - - - - - --\RIM-370.57
i----17.09' - - - b ' \E 8" CONC. (N)=360.54
E�8" CONC. (S)-360.49
WOOD FENCE
I.
TAX PARCEL
722780-1545 �: _ _ CB
TAX PARCEL � 17.09' RIM-369.39'
d e I /722780-1495 0 / + d _ IE 6" CONCRETE (SE)=367.64'
9 / 1 ROCK WALL
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odi w -w w
BIO-POD FILTRATION i 4 s. • 10 w
DEVICE PER DETAIL - .. d RIM=369.00'
ON SHEET 4 I -
IF 6" CONCRETE (SW)=367.10'
- - - - W0 NE 15TH PLACE sDMH
_ ■ 3' �• SS Ss RIM=369.47'
67.14' _ -- -- _ _ _ -1 ° N {RESIDEIAAL ACCESS) IE 6" CONCRETE (NW)=365.87'
+- _ _ _
N - - IE 12" CONCRETE (NW)-364.47'
CHAIN SINK WALL I -
WALL \ IF 6" CONCRETE (N)=366.22'
PENCE �� 2.6' NORTH
OF WALL 10' STORWP SDE 0. 8' NORT Q I IE 6" CONCRETE (NE)-364.77'
TY2�SPM&BT OF LINE N IE 12" CONCRETE (NE)=361.32'
(7YP) / \ . IF 6" CONCRETE (SE)=366.27'
15 IE 6" CONCRETE (S)=364.17'
--------� \ IE 12" CONCRETE (S)=360.97'
SSMH \y - — LADDER (SW)
TAX PARCEL RIM=369.13' I -
722780-1500 IE 8" COCNRETE (N)=359.18'
IF 8" CONCRETE (E)=359.23'
IE 10" COCNRETE (S)-359.11' �.
LADDER (N) I I CB
RIM=367.81'
IF 6" CONCRETE (NW)=365.86'
I I
Lncompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. • Cle Elum, WA 98922 ■ Phone: (509) 674-7433 • Fax. (509) 674-7419
0 5 10 20
SCALE 1 " = 20'
STORM DRAINAGE NOTES
1. 180 LF OF FULL INFILTRATION TRENCH PROPOSED FOR
PROJECT.
2. OLDCASTLE BIO-POD TO PROVIDE WATER QUALITY
TREATMENT FOR P.G.I.S. ON -SITE.
3. FLOW CONTROL AND WATER QUALITY BMPs SIZED PER
THE 2017 CITY OF RENTON SURFACE WATER DESIGN
MANUAL.
4. ROAD SIDE BIORETENTION DITCH TO BE CONSTRUCTED
PER APPENDIX C.2.6.2 OF THE 2017 CITY OF RENTON
SWDM.
5. CURB CUTS REQUIRED ALONG KIRKLAND AVE NE
FRONTAGE.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Know what's below.
of E. Call before you dig.
QF WAS�I��I
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�SSI�NAL��
03104120
SURVEYED: SDM
SCALE.
„_
� 20
VERTICAL: 1988
HORIZONTAL: NAD NAVD1983/1991
DATUM
CITY OF
1;R) RENTON
•
Planning/Building/Public Works Dept.
EMERALD HIGHLANDS
PRELIMINARY UNIT LOT SUBDIVISION
PRELIMINARY GRADING &' DRAINAGE PLAN
DATE:
03104120
DESIGNED: NEM
FIELDBOOK:N/A
PAGE:
DRAWN:
TLK
ONE INCH
DRAWING NO:
19501
CHECKED: NEM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
N 0.
REVISION
BY
DATE
AP P R
APPROVED: CJA
SHEET: 2 OF: 4
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TOP SLAB NOT SHOWN IN THIS VIEW FOR CLARfTY.
ACCESS COVERS SHOWN IN PRIINTOM.
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WALL THICKNESS
UNDERDRAJN MPE.
Al
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MODEL
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VAULT
POOTPRINT'
(OD)
TREATMENT
FLOW
CAPACITY'
(GPMnFS)
TREATMENT
FLOW
CAPACITY'
(GPMICFS)
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B DIM
Al DIM
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6'
5'
7'
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9'
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12'
7'
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108-010.241
BPU•g816
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16'
9'
17'
1792J0,399
201,610.449
'All Dimgnel0r* Are Nominal
Based an an WA Ecology GULD Approval for Easlc. Enhanced & Phosphorus.
At 1.60 gpmfsf Media Surface Area,
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FILTER MEDIA St DRAIN ROCK NOT SHOWN 1=01T CLARITY.
SCALE: 1X
NOTES:
I. CONTACT OLDCASTLE STORMWATER FOR E NGINEEMNG ASSISTANCE AND DETAIL DRAWINGS.
2. CONCRETE COMPONENTS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C590 & C913,
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ENGINEERING & SURVEYING4�0
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. • Cle Elum, WA 98922 ■ Phone: (509) 674-7433 • Fax: (509) 674-7419
11 +00
PROPOSED ALLEY PROFILE
HORIZ. 1 "=20'
VERT. 1"= 5'
03/04/20 N 0.
380
370
360
12+00 12+50
SURVEYED: SCALE: VERTICAL: NAVD 1988
SDM 1 „-20+ HORIZONTAL: NAD 1983/1991
DESIGNED:
NEM
DRAWN:
TLK ONE INCH 1 A
CHECKED: DATUM
UM
NEM AT FULL SCALE
IF NOT ONE INCH
REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
CJA
8' S/W
CEMENT CONCRETE
SIDEWALK
A 1 1 r\/
N TS
EX 30' R/W
10' BIORETENTION /
PLANTER STRIP
CEMENT CONCRETE CURB
EX 7't S/W �{
0.5'
EX 18't PAVEMENT
REMOVE EX
4't SIDEWALK
& PAVEMENT
KIRKLAND AVE NE
(RESIDENTAIL ACCESS)
NTS
11'
PAVEMENT NOTES:
1. ALL IMPERMEABLE PAVEMENT SHALL BE A MINIMUM OF
FOUR INCHES (4') OF ASPHALT OVER SIX INCHES (6) OF
CRUSHED ROCK.
C/L
EX 30' R/WTI
FIGURE C.2.2.A SCHENTAT[C REPRESENTATION OF A TYPICAL 'rREtiCH INFILTRATION SYSTEM
4" RIGID OR 6" GCB SUMP WiSOLIO LIDROOF DRAIN
FLEXIBLE
PERFORATED
PIPE
---------- -
r I
I I
s
r
.2F
_ _ _ r
~--------
INFILTRATION TRENCH----- J
PLAN VIEW
NTS
TRENCH SETBACK FROM
13LJILDIN-G AS REQUIRED,
15' MIN.
OVERFLOW -
SPLASH BLOCK{
4" RIGID OR 6" FLEXIBLE
PERFORATED PIPE
I�
fi" � � 1
�— L E V IE I. —�—
I
12" WASHED ROCK l
A
VARIES
FINE MESH
SECTION VIEW SCREEN
CHITS
24
12"
MIN. V ABOVE SEASONAL
HIGH GROUNDWATER
TABLE, SEE SEC71ON C-2.2.2
Know what's below.
Call before you dig.
CITY OF
1;R] RENTON
Planning/Building/Public Works Dept.
24"
1+ N41 N. }
y I
SETBACK
FROM
BUILDING
5MIN-
CE SUMP WYSOLID LID
COMPACTED BAC:KFILL
FILTER FABRIC
SECTION A
tti1TS
ROOF DRAIN
4" RIGID OR 6" FLEXIBLE
PERFORATED PIPE
1"' - " WASHED ROCK
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EMERALD HIGHLANDS
PRELIMINARY UNIT LOT SUBDIVISION
STREET PROFILE & CROSS SECTIONS
l/Jn
O
LLJ
DATE:
03104120
nELDBOOK: N/A
PAGE:
NIA
(�
�J
DRAWING NO:
19501
SHEET: 4 OF: 4