HomeMy WebLinkAboutR-410909LEGAL DESCRIPTION
PORTION OF THE NORTHWEST 4, SECTION 5, TOWNSHIP 24 NORTH, RANGE 5 EAST. W.M.
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THE NORTH 2 � ACRES OF THE SOUTH EAST QUARTER OF THE
SOUTHEAST QUARTER OF NORTHWEST QUARTER IN SECTION 5,
TOWNSHIP 22 NORTH, RANGE 5 EAST 5 EAST, W.M IN KING COUNTY
WASHINGTON.
EXCEPT THE EAST 30 FEET FOR ROAD.
ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST:
AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE
OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER
RECORDING NO 8906291184:
SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF
WASHINGTON
CONDITION OF APPROVAL
1.THE APPLICANT SHALL REMOVE THE EXISTING HOME PRIOR TO RECORDING
7.THE APPLICANT SHALL COMPLY WITH RECOMMENDATIONS OF THE ARBORIST
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THE SHORT PLAT.
REPORT PREPARED BY EARTH DANCE DESIGN, DATED JANUARY 11, 2019 AS
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IT RELATES TO CONSTRUCTION ACTIVITIES NEAR RETAINED TREES AND ONSITE
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2.THE APPLICANT SHALL SUBMIT A FINAL DETAILED LANDSCAPE PLAN WITH
MONITORING BY THE APPLICANT'S ARBORIST. THE APPLICANT SHALL SUBMIT A
THE CIVIL CONSTRUCTION PERMIT THAT SUPPLEMENTS THE PROPOSED
REVISED TREE PROTECTION PLAN WITH THE DOCUSIGN ENVELOPE ID:
GROUNDCOVER PLANTING WITHIN THE STREET FRONTAGE LANDSCAPING STRIP
8C9D14F9-3BCB-40EO-ACD3-AF3EAOB94A28 CITY OF RENTON DEPARTMENT
IN THE TREE RETENTION TRACT WITH TREES AND SHRUBS WHERE PRACTICAL.OF
COMMUNITY & ECONOMIC DEVELOPMENTMADUENOSHORTPLATADMINISTRATIVE
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THE REVISED PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT
REPORT & DECISION LUA19-000029,SH-PREPORT OFAPRIL23, 2019PAGE 190E
PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT
20SR_MADUENO_ SHORT CONSTRUCTION
ISSUANCE.
_PLAT _LUA19-000029_190226CIVIL
PERMIT APPLICATION THAT INCLUDES SPECIFICATIONS FOR TREE PROTECTION
MEASURES, LIMITATIONS ON CONSTRUCTION ACTIVITIES NEAR RETAINED TREES,
3.THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN WITH THE CIVILAND TIMELINES OF WHEN THE ARBORIST WILL BE ONSITE. THE ARBORIST
CONSTRUCTION PERMIT APPLICATION THAT IDENTIFIES THE UTILITIES AND
SHALL PROVIDE A MEMORANDUM WITH THE REVISED TREE PROTECTION PLANS
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LIGHTING IN THE PLANTER STRIPS, PROVIDES A MINIMUM OF ONE (1) STREETSTATING THAT HE OR SHE HAS REVIEWED THE REVISED TREE PROTECTION
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TREE PER LOT FROM THE CITY'S APPROVED TREE LIST, AND PROVIDES THE
PLAN AND IT IS CONSISTENT WITH THE RECOMMENDATION OF THE ARBORIST
PLANTER STRIP AND STREET TREES WITHIN THE AREA NO LONGER NEEDED
REPORT. THE REVISED TREE PROTECTION PLAN AND ARBORIST MEMORANDUM
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FOR THE HAMMERHEAD TURNAROUND. ADDITIONALLY, THE REVISED LANDSCAPESHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT
PLAN SHALL PROVIDE ROOT BARRIER SYSTEMS WITHIN THE PLANTER STRIP
MANAGER PRIOR TO PERMIT ISSUANCE.
TO IMPEDE TREE ROOTS FROM BUCKLING THE ABUTTING SIDEWALKS. THE
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REVISED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE
8.THE APPLICANT SHALL SUBMIT A REVISED UTILITY PLAN WITH THE CIVIL
CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION
CONSTRUCTION PERMIT THAT LOCATES ANY NEEDED FIRE HYDRANTS ALONG
PERMIT ISSUANCE.
THE NEW PUBLIC HALF -STREET ON THE NORTH SIDE OF THE STREET OR
OTHER LOCATION AS APPROVED BY THE CURRENT PLANNING PROJECT
4.THE APPLICANT SHALL SUBMIT A REVISED GRADING PLAN AND REVISED
MANAGER. THE REVISED UTILITY PLAN SHALL BE REVIEWED AND APPROVED
DETENTION VAULT DETAIL THAT ENSURES THE STORMWATER VAULT IS BELOW
BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE.
THE FINISHED GRADE WITHIN THE DRAINAGE TRACT. SHOULD THE CURRENT
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PLANNING PROJECT MANAGER APPROVE ANY PORTIONS OF THE VAULT TO
9.THE APPLICANT SHALL SUBMIT A REVISED UTILITY PLAN WITH ASSOCIATED
EXTEND BEYOND FINISHED GRADE, THE APPLICANT WOULD BE REQUIRED TO
DETAILS AND SPECIFICATIONS FOR THE EMERGENCY VEHICLE ACCESS WITH
SCREEN THOSE AREAS VISIBLE WITH LANDSCAPING CONSISTENT WITH THE
THE CIVIL CONSTRUCTION PERMIT APPLICATION. THE REVISED UTILITY PLAN
15-FOOT STORMWATER SCREENING REQUIREMENT, WALL VENEER TREATMENT,
AND DETAILS SHALL BE REVIEWED AND APPROVED BY THE RENTON REGIONAL
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OR OTHER ACCEPTABLE METHOD AS DETERMINED BY THE CURRENT PLANNINGFIRE AUTHORITY AND CURRENT PLANNING PROJECT MANAGER PRIOR TO
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PROJECT MANAGER. THE REVISED GRADING PLAN AND REVISED DETENTION
PERMIT ISSUANCE.
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VAULT DETAIL SHALL BE REVIEWED AND APPROVED BY THE CURRENT
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PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT
10.THE APPLICANT SHALL SUBMIT A REVISED UTILITY PLAN AND LANDSCAPE
ISSUANCE.
PLAN WITH THE CIVIL CONSTRUCTION PERMIT THAT REMOVES THE
HAMMERHEAD TURNAROUND AND REPLACES WITH THE MATCHING 5-FOOT
5.THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN WITH THE CIVILSIDEWALK, 8-FOOT PLANTER, 0.5-FOOT CURB, AND 6-FOOT PARKING LANE
CONSTRUCTION PERMIT APPLICATION THAT PROVIDES SPLIT RAIL FENCING ANDTHAT
IS PROVIDED ALONG THE SOUTHERN PORTION OF THE HALF -STREET
TREE PROTECTION SIGN DETAILS TO SURROUND THE TREE PROTECTION
SECTION. THE REVISED UTILITY PLAN AND LANDSCAPE PLAN SHALL BE
TRACT. THE REVISED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED
REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER
BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE.
PRIOR TO PERMIT ISSUANCE.
6.THE APPLICANT SHALL SUBMIT HOMEOWNER'S ASSOCIATION (HOA) 11.THE APPLICANT SHALL SUBMIT A REVISED UTILITY PLAN WITH THE CIVIL
DOCUMENTS PRIOR TO RECORDING THE SHORT PLAT DOCUMENT THAT CONSTRUCTION PERMIT APPLICATION THAT REFLECTS THE ADA ACCESSIBLE
OUTLINE THE RESPONSIBILITY FOR OWNERSHIP AND MAINTENANCE FOR ROUTE AND RAMP LOCATION COMMENTS PROVIDED IN THE DEVELOPMENT
MAINTAINING THE TRACTS, PROTECTED TREES, LANDSCAPING, FENCING, AND ENGINEERING SECTIONOF THE ADVISORY NOTES (EXHIBIT 16).THE REVISED
SIGNAGE. THE APPLICANT SHALL ALSO SUBMIT PERMANENT AND IRREVOCABLE UTILITY PLAN SHALL BE REVIEWED AND APPROVED BY THE CIVIL PLAN
DEED RESTRICTION DOCUMENTS ON THE TRACTS THAT PROHIBITS FUTURE REVIEWER PRIOR TO PERMIT ISSUANCE.
DEVELOPMENT. THE HOA DOCUMENTS AND DEED RESTRICTIONS SHALL BE
REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER 12.ANY PROPOSAL TO CONVERT THE STORMWATER VAULT WITHIN THE TRACT
PRIOR TO RECORDING WITH THE KING COUNTY RECORDER'S OFFICE WITH THETO A STORMWATER DETENTION POND BE CONSIDERED A MAJOR PLAT
SHORT PLAT. AMENDMENT SUBJECT TO THE REQUIREMENTS OUTLINED UNDER RMC
4-7-080M.2.
STORM WATER CATCHMENTS CALCULATION -198TH ST SE
PROJECT No.:C-1952
DESIGN RETURN PERIOD: 25YR
SHEET: 1 of 1
PROJECT DESCRIPTION.: MADUENO SHORT PLAT
MANNINGS'n': 0.01 3(PVC),0.01 3(CONC)
100% CITY OF RENTON
LOCATION: 19805 108THAVE SE, RENTON, WA 98055
IQ25=CIA
MH
Area
Weighted
Average
C
CxA
Time of
Rainfall
Flow
Sewer Design
Remarks
Note
Location -Area
From
To
(acres)
CxA
CxA
Concentration
Intensity
(cfs)
Join
Total
(min)
(inches/hour)
A
25YR
25YR
25YR
25YR
Inlet
Sect
Total
125
Q25(tol)
S
S25 Rq'd%
DIA
L
V
Qcap
25yMajor Flow
%
ft
ft
fps
cfs
Route
1
198THST SE -Ai
CB#1
CB#2
0.32
0.45
0.14
0.14
10.00
0.47
10.47
1.96
0.283
1.30
0.01
1
147.6
5.19
4.073
IN PIPE
198TH ST SE-A2
CB#2
CB#3
0.82
0.39
0.32
0.46
10.47
0.51
10.98
1.90
0.883
0.50
0.14
1
98.4
3.22
2.526
IN PIPE
198TH ST SE-A3
CB#3
CB#4
0.69
0.31
0.21
0.68
10.98
0.75
11.73
1.83
1.237
0.50
0.27
1
144.3
3.22
2.526
IN PIPE
198TH ST SE-A4
CB#4
' ` ' ` " '1 110.34
0.60
0.20
0.88
11.73
0.14
11.87
1.81
1.597
0.50
0.44
1
26.2
3.22
2.526
IN PIPE
s INDICATESTHAT TIIE PIPE IS AT TILL LTPEREND OF TIIE SLTI3 CAT CIHVILNT AREA
SOOS CREEK WATER & SEWER
X'ING SAN INVERT=457.96 X GW M INVERT=462.89 DISTRICT TO APPROVE WATER PROPOSED SAN MH#1409-3X�,IN
ING STM INVERT=459.52 X' ING S M INVERT=460.99 & SANITARY DRAWINGS
CB 1A 20'-PROPOSED 8" PVC
MIN. @2.0% ZZ
00
w
I--�
W
o�
S
w
`b
�0 _
l N66
0 N.
6
0�
---
---Sp--
- ---
Ed
'°
+^ L-- 61
, •,P N°
- -
•:
Nb
Lb
Z
1
�.
I-
z
74.0'
+'
0
74.0'
Elf
74' STM 6"0
o
_
_PVC�@1.0�
__
w
o z w
o d
INV:461.03
X; ING SAN INVERT=457.89
INV:460.2
M� L Q w
INV:460.98
X ING STM INV RT=460.79
[EINV:460.24
Q �
PROPOSED 6" STORM PVC
INV:460.29
L`I a
CONNECTION @1 .0� TYPICAL
ONSITE STORM PLAN -198TH S
X' ING SAN INVERT=458.52
X
ING STM INVERT=460.30
PLAN SCALE. 1 "=20'
4+50.00 5+00.00 6+00.00
ONSITE STORM PROFILE -198TH ST SE
INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES
IS COMPILED FROM TOPOGRAPHY SURVEY BY CENTREPOINTE CONSULTANTS.
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE AND CONFIRM
THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, AND ADVISE
THE ENGINEER OF ANY POTENTIAL CONFLICTS.
SCALE. 1 "=2'V, 1 "=20'H
CALL 48 HOURS
BEFORE YOUR
DIG CALL 811
f'ZORM41011.1
r SE
472.00
470.00
468.00
466.00
464.00
462.00
460.00
458.00
456.00
454.00
R-41 0909
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Ar IL
Michael Sippo 03/30/2023 W I
SURFACE WATER UTILITY J %
J Farah 03/30/2023
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SURVEY BENCHMARK
CITY OF RENTON BM
1852,
BRASS DISC IN CONIC SI
NE 4TH ST AND 148TH AVE SE. PUBLISHED 138.614 METERS
NAVD 88 = 454.769
FEET
CITY OF RENTON BM
2110
- 1/8" BRASS PIN IN 3"
CONC MON IN CASE AT THE SI OF SE 176TH ST AND 116TH
AVE SE PUB ELEV =
448.162 NAVD88
SURVEY
CENTREPOINTE CONSULTANTS
14209 29TH ST E #105
SUMNER, WA 98390 PHONE: (253) 987-7859
CONSULTANT
MAINLAND ENGINEERING CONSULTANTS CORPORATION
UNIT 206 8363 128TH STREET
SURREY, B.C. V3W 4G1
TEL: (604) 543 8044 FAX: (604) 543 8104
EMAIL: CIVIL@MAINLANDENG.COM
5.
REISSUED FOR REVIEW
SGC
2023/03/14
AB
SURVEYED:
SURVEYED
SCALE:
AS SHOWN
4.
REISSUED FOR REVIEW
SGC
2022 12 02
AB
DESIGNED:
EM
3.
REISSUED FOR REVIEW
SGC
2021 /04/14
AB
2.
REISSUED FOR REVIEW
MK
2020/06/19
AB
DRAWN: MK
ONE IN
1.
ISSUED FOR REVIEW
MK
2019/11 /19
AB
CHECKED:
RM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
N 0.
REVISION
B Y
DATE
A P P R
APPROVED: AB
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
Alf:::�x
DATUM
C TY OF
RENTON
•
Planning/Building/Public Works Dept
DATE:
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M A D U E N O S H O R T PLAT 2023/03/14 11ELDBOCK U
19805 108TH AVE SE, RENTON, WA 98055 PAGE: LJJ
DRAWING N0:
STORM SEWER - 198TH ST SE - STATION 9 0
ET
4+5.00 TO STATION 6+0.00 SHE 9 of 42