HomeMy WebLinkAboutR-409101z
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CEDAR PARK FlW ACRE TRACTS
"o, IS Or PLATS. P. 91
•L. 110. 197N1
t23
POSIM OF LOT 3
4 5
-ROAD-A-
�rw` �rn,. I I I NE 1/4 SECTION 14, TOWNSHIP 23 N.,RANGE 5 E, W.M.
MAPLE HIGHLANDS
6 7 8 �
I 13 12 if 10
TRACTS
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i
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LCT 7
PROJECT CONTACTS:
OWNER ................................................
HAMBLIN LIVING TRUST
..........................................................16210
SE 134TH STREET
..........................................................
RENTON, WASHINGTON 98059
APPLICANT .........................................
D4 DEVELOPMENT LLC
..........................................................622
CEMETERY ROAD
.............................................. I ...... I....
WINLOCK, WASHINGTON 98596
..........................................................
(425) 470-9384
..........................................................
CONTACT.- TRAVIS DEFOOR
..........................................................
TRAVIS@D4-DLLC.COM
CIVIL ENGINEER/SURVEYOR...............
D.R. STRONG CONSULTING ENGINEERS, INC.
..........................................................
620 - 7th AVENUE
..........................................................
KIRKLAND, WASHINGTON 98033
..........................................................
(425) 827-J063
..........................................................
CONTACT.- YOSHIO L. P/EDISCALZI, P.E.
..........................................................
YOSHIO.P/EDISCALZIODRSTRONG.COM
..........................................................
CONTACT.- JAMES G. REICHHOFF, P.L.S.
..........................................................
JAMES. REICHHOFFODRSTRONG. COM
GEOTECHNICAL ENGINEER ..................
EARTH SOLUTIONS NW, LLC
..........................................................1805
- 136 TH PL NE, SUITE 201
..........................................................BELLEVUE,
WA 98005
..........................................................
(425) 449-4704
..........................................................
CONTACT KYLE CAMPBELL, P.E.
TRAFFIC ENGINEER .............................
TRAFFEX
..........................................................11410
NE 124TH ST., #590
..........................................................
KIRKLAND. WA 98034
..........................................................
(425) 522-4118
..........................................................
CONTACT. LARRY D. HOBBS, PE
..........................................................
LARRYONWTRAFFEX.COM
ARBORIST...........................................CREATIVE
LANDSCAPE SOLUTIONS
..........................................................
(425) 466-0515
..........................................................
CONTACT SUSAN PRINCE
..........................................................
SPRINCE202®AOL. COM
LANDSCAPE ARCHITECT .....................
VARLEY VARLEY VARLEY
..........................................................12743
NE 170TH LANE
..........................................................
WOODINVILLE, WA 98072
..........................................................
(425) 466-0515
..........................................................
CONTACT JEFF VARLEY
..........................................................
VARLEY-JEFF@HOTMAIL.COM
SHEET INDEX
C1
1
OF
41
COVER SHEET
C2
2
OF
41
TOPOGRAPHY MAP
C3
3
OF
41
OFFSITE TOPOGRAPHY MAP
C4
4
OF
41
HORIZONTAL AND VERTICAL CONTROL PLAN
C5
5
OF
41
TREE RETENTION PLAN
C6
6
OF
41
CLEARING AND TESC PLAN
C7
7
OF
41
OFFSITE CLEARING AND TESC PLAN
C8
8
OF
41
TESC NOTES AND DETAILS
C9
9
OF
41
TESC NOTES AND DETAILS
C10
10
OF
41
ROAD AND GRADING PLAN
C11
11
OF
41
TYPE III ROAD BARRICADE DETAIL
C12
12
OF
41
ADA RAMP DETAILS
C13
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OF
41
STANDARD WSDOT RAMP AND STREET SIGN DETAILS
C14
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41
ROAD AND MAILBOX DETAILS
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41
ROAD CROSS SECTIONS
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41
STORM DRAINAGE PLAN
C17
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41
162ND AVE SE STORM DRAINAGE PLAN AND PROFILE
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ROAD A STORM DRAINAGE PLAN AND PROFILE
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ROAD A STORM DRAINAGE PLAN AND PROFILE
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ROAD A STORM DRAINAGE PLAN AND PROFILE
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164TH AVE SE STORM DRAINAGE PLAN AND PROFILE
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164TH AVE SE OFFSITE DRAINAGE PLAN AND PROFILE
C23
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164TH AVE SE OFFSITE DRAINAGE PLAN AND PROFILE
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STORM DRAINAGE EXTENSION PLAN AND PROFILE
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41
VAULT DETAILS
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STORM DETAILS
C27
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STORM DETAILS
C28
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SANITARY SEWER PLAN
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41
OFFSITE SANITARY SEWER PLAN
C30
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OF
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162ND AVE SE SEWER PLAN AND PROFILE
C31
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OF
41
ROAD A SEWER PLAN AND PROFILE
C32
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ROAD A SEWER PLAN AND PROFILE
C33
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164TH AVE SE SEWER PLAN AND PROFILE
C34
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164TH AVE SE OFFSITE SEWER PLAN AND PROFILE
C35
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SE 135TH STREET SEWER PLAN AND PROFILE
C36
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SE 135TH STREET SEWER PLAN AND PROFILE
C37
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166 TH AVENUE SE SEWER PLAN AND PROFILE
C38
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SEWER EASEMENT SEWER PLAN AND PROFILE
C39
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SEWER DETAILS
C40
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CHANNELIZATION AND SIGNAGE PLAN
C41
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41
COMPOSITE UTILITY PLAN
L-I
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6
LANDSCAPE PLAN
L-2
2
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6
LANDSCAPE PLAN
L-3
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6
LANDSCAPE NOTES AND DETAILS
L - 4
4
OF
6
/RRIGA TION PLAN
L-5
5
OF
6
/RRIGA TION PLAN
L-6
6
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6
LANDSCAPE NOTES AND DETAILS
IL
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4
ILLUMINATION PLAN
IL2
2
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4
ILLUMINATION PLAN
IL3
3
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4
ILLUMINATION DETAILS
IL4
4
OF
4
ILLUMINATION DETAILS
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
1
LEGAL DESCRIPTION:
LOT 6, BLOCK 1, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON,•
EXCEPT THE FOLLOWING DESCRIBED PROPERTY:
g J:AJCTA BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 6;
N O FRT H THENCE NORTH 30 FEET TO THE TRUE POINT OF BEGINNING,•
THENCE CONTINUING NORTH 75 FEET,•
GRAPHIC SCALE THENCE EAST 122 FEET;
THENCE SOUTH 75 FEET,•
I 50 1 I 200 THENCE WEST 122 FEET TO THE TRUE POINT OF BEGINNING.
LOT 1 LOT
1 INCH = 100 FT. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
PROJECT DESCRIPTION: SUR VEYOR'S NO TES.
ADDRESS OF THE PROPERTY.....
16210 SE 134TH ST, RENTON, WA
PARCEL NUMBER.........................145750-0025
EXISTING ZONING: .......................
R-4
PROPOSED DWELLING UNITS:......13
ACREAGE ......................................
4.184 ACRES (182,269 S.F.) GROSS
BLA AREA: ..................................
0.037 ACRES (1,617 S.F.) GROSS
R. 0. W. AREA: ...............................
0.753 ACRES (32,802 S.F.)
PERMITTED DENSITY ....................
4.00 DU/ACRE
PROPOSED DENSITY ....................
3.83 DU/ACRE
WORK WITHIN EXISTING R.O.W.:...
0.568 ACRES (24,728 S.F.)
CRITICAL AREA: ............................ 0.00 ACRES (0 S.F.)
PROPOSED USE ...........................
SINGLE FAMILY DETACHED HOUSING
SEWER DISTRICT ..........................
CITY OF RENTON
WATER DISTRICT. ..........................
KING COUNTY WATER DISTRICT 90
SCHOOL D/STRICT........................
ISSAQUAH #411
FIRE DISTRICT..............................
RENTON REGIONAL FIRE AUTHORITY
TELEPHONE SERVICE ....................
CENTURY LINK
POWER SOURCE: .........................
PUGET SOUND ENERGY
GENERAL NO TES.-
1. ALL EXISTING STRUCTURES TO BE REMOVED.
LIST OF TRACTS:
TRACT 'A" STORM DRAINAGE..............0.349 ACRES (15,198 S.F.)
TRACT 'B" TREE RETENTION................0.084 ACRES (3,665 S.F.)
AREA TABLE. -
TOTAL SITE AREA: ........................ 4.184 ACRES (182,269 S.F.) GROSS
DISTURBED SITE AREA: ................
4.715 ACRES (205,379 S.F.)
NEW IMPERVIOUS AREA: ............... 2.557 ACRES (111,376 S.F.)
REPLACED IMPERVIOUS AREA: .....
0.000 ACRES (0 S.F.)
BUILDING COVERAGE
ALLOWED BY ZONING:...................359
IMPERVIOUS AREA
ALLOWED BY ZONING:...................507.
LLD] 0 'S
k, 01
No, =�_� � A
1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO
TITLE INSURANCE COMPANY UPDATE THIRD COMMITMENT ORDER NO. 0088781-16 DATED
MARCH 22, 2018. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC.
HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING
ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER
THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED CHICAGO TITLE
INSURANCE COMPANY COMMITMENT. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED
WHOLLY ON CHICAGO TITLE COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO
PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSULTING ENGINEERS INC.
QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THAT EXTENT.
2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON
MAY JO, 2018. ALL SURVEY CONTROL INDICATED AS 'FOUND" WAS RECOVERED FOR THIS
PROJECT IN APRIL, 2018.
J. PROPERTY AREA = 182,269t SQUARE FEET (4.1843t ACRES).
4. ALL DISTANCES ARE IN U.S. SURVEY FEET.
5. THIS IS A COMBINED FIELD TRAVERSE AND GLOBAL POSITIONING SYSTEM SURVEY. A
TRIMBLE ONE SECOND COMBINED ELECTRONIC TOTAL STATION AND A LEICA SERIES 1200
GLOBAL POSITIONING SYSTEM WERE USED TO MEASURE THE ANGULAR AND DISTANCE
RELATIONSHIPS BETWEEN THE CONTROLLING MOCUMENTATION AS SHOWN. CLOSURE
RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090.
ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT
ACCORDING TO MANUFACTURER'S SPECIFICATIONS,
6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES
WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN
HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY.
UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY
LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND
LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. D.R.
STRONG CONSULTING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF
PUBLIC RECORDS.
7. CONTOUR INTERVAL: 2 FEET. CONTOURS SHOWN ARE PRODUCED FROM A DIGITAL
TERRAIN MODEL DERIVED FROM DIRECT FIELD OBSERVATIONS OBTAINED DURING THE
COURSE OF THE FIELD TRAVERSE SURVEY. CONTOUR ACCURACY COMPLIES WITH NATIONAL
MAP ACCURACY STANDARDS (AT LEAST 90 PERCENT OF THE ELEVATIONS ACCURATE
WITHIN ONE-HALF THE CONTOUR INTERVAL).
8. THE TOPOGRAPHIC ELEMENTS SHOWN ON THIS MAP ARE INTENDED FOR USE IN CIVIL
ENGINEERING DESIGN AND PRELIMINARY PLAT PREPARATION.
TITLE RESTRICTIONS.-
1. THIS SITE IS SUBJECT TO AN EASEMENT FOR YARD AND CARPORT, AS SET FORTH
IN DOCUMENT RECORDED UNDER RECORDING NO, 20030310002075.
2. THIS SITE IS SUBJECT TO AN AGREEMENT TO COOPERATE IN BOUNDARY LINE
ADJUSTMENT AND THE TERMS AND CONDITIONS THEREOF, AS DISCLOSED IN DOCUMENT
RECORDED UNDER RECORDING NO. 20030310002076.
J. THIS SITE IS SUBJECT TO A NOTICE OF ON -SITE SEWAGE SYSTEM OPERATION AND
MAINTENANCE AND THE TERMS AND CONDITIONS THEREOF, AS DISCLOSED IN
DOCUMENT RECORDED UNDER RECORDING NO. 20030801000627.
4. THIS SITE IS SUBJECT TO CHICAGO TITLE INSURANCE COMPANY REQUIREMENT OF AN
AL TA SURVEY.
5. THIS SITE IS SUBJECT TO CITY OF RENTON ANNEXATION ORDINANCE NO, 5879 AS
RECORDED UNDER RECORDING NO. 201803I4000879.
6. THIS SITE IS SUBJECT TO MISCELLANEOUS NON -SURVEY RELATED ITEMS.
REFERENCES.-
1. PLAT OF CEDAR PARK FIVE ACRE TRACTS, RECORDED IN VOLUME 15 OF PLATS,
PAGE 91, RECORDS OF KING COUNTY, WASHINGTON.
2. KING COUNTY CONTROL SURVEY SECTION SUBDIVISION SURVEY OF OF SEC.
14-23-05.
J. PLAT OF INTERLAKE ADDITION NO. 1, RECORDED IN VOLUME 83 OF PLATS, PAGE 96,
RECORDS OF KING COUNTY, WASHINGTON.
4. MAP OF EAST 112 OF SEC. 14-23-5 PREPARED BY ROY J. STOREY, DATED
JANUARY, 1946.
1 CITY COMMENTS 11.12.19
D.R. STRONG 2 INTAKE COMMENTS
CONSUL TING ENGINEERS 3 CITY COMMENTS 07.27.21
ENGINEERS PLANNERS SURVEYORS
620 - 71h AVENUE KIRKLAND, WA 98033
0 425.827.3063 F 425.827.2423 N 0. REVISION
CONDITIONS OF APPROVAL:
MAPLE HIGHLANDS HEARING EXAMINER'S DECISION
AS CONDITIONED, THE PROPOSED PRELIMINARY PLAT COMPLIES WITH ALL APPLICABLE SUBDIVISION REVIEW
CRITERIA FOR THE REASONS IDENTIFIED IN THE CONCLUSIONS OF LAW ABOVE. THE CONDITIONS OF
APPROVAL NECESSARY TO SATISFY ALL SUBDIVISION CRITERIA ARE AS FOLLOWS:
1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS PART OF THE
DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED JANUARY 11, 2019.
2. THE APPLICANT SHALL OBTAIN A DEMOLITION PERMIT AND COMPLETE ALL REQUIRED INSPECTIONS FOR
THE REMOVAL OF THE EXISTING SINGLE- FAMILY RESIDENCE AND ACCESSORY STRUCTURES PRIOR TO
FINAL PLAT RECORDING.
J. THE APPLICANT SHALL COMPLETE THE AGREEMENT TO COOPERATE IN THE BOUNDARY LINE ADJUSTMENT
RECORDING NO. 20030310002076) PRIOR TO FINAL PLAT RECORDING TO ENSURE ALL BOUNDARY LINES
AND LOT DIMENSIONS ARE ACCURATE IN THE FINAL PLAT LAYOUT.
4. THE APPLICANT SHALL PROVIDE A MINIMUM OF TEN FEET (10) OF ON -SITE LANDSCAPING ALONG ALL
PUBLIC STREET FRONTAGES. A FINAL DETAILED LANDSCAPE PLAN, CONSISTENT WITH RMC 4- 8- 120
AND RMC 4- 4- 070, SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT
MANAGER PRIOR TO ISSUANCE OF THE CONSTRUCTION PERMITS.
5. THE APPLICANT SHALL CREATE A HOMEOWNERS' ASSOCIATION ('HOA') THAT MAINTAINS ALL
IMPROVEMENTS AND LANDSCAPING IN THE STORM TRACT AND ANY AND ALL OTHER COMMON
IMPROVEMENTS. A DRAFT OF THE HOA DOCUMENTS SHALL BE SUBMITTED TO, AND APPROVED BY, THE
CITY OF RENTON PROJECT MANAGER AND THE CITY ATTORNEY PRIOR TO FINAL PLAT RECORDING. SUCH
DOCUMENTS SHALL BE RECORDED CONCURRENTLY WITH THE FINAL PLAT.
6. THE APPLICANT SHALL RETAIN ALL FIVE (5) APPLE TREES IN THE TREE RETENTION TRACT (TRACT B).
A FINAL TREE RETENTION PLAN SHALL BE SUBMITTED AND APPROVED BY THE CURRENT PLANNING
PROJECT MANAGER PRIOR TO ISSUANCE OF THE CONSTRUCTION PERMITS.
7. THE APPLICANT SHALL SUBMIT A FINAL TREE RETENTION PLAN THAT IS CONSISTENT WITH A FINAL
ARBORIST REPORT. THE FINAL TREE RETENTION PLAN SHALL BE SUBMITTED AND APPROVED BY THE
CURRENT PLANNING PROJECT MANAGER PRIOR TO ISSUANCE OF THE CONSTRUCTION PERMITS.
8. IF FRONTAGE IMPROVEMENTS ON 164TH AVE SE ARE NOT CONSTRUCTED FROM THE INTERSECTION OF
SE 132ND ST AND 164TH AVE SE TO THE DEVELOPMENT THAN THE APPLICANT SHALL ENSURE THE
INSTALLATION OF FIRE SPRINKLER SYSTEMS IN ALL FUTURE HOMES LOCATED MORE THAN 500 FEET
FROM 162ND AVE SE, NAMELY LOTS 6- 10. IF DETERMINED TO STILL BE APPLICABLE BY THE RENTON
REGIONAL FIRE AUTHORITY AT THE TIME OF CIVIL CONSTRUCTION PERMIT, THE APPLICANT SHALL
RECORD THIS SPRINKLER SYSTEM REQUIREMENT ON THE FACE OF THE FINAL PLAT.
9. A STREET LIGHTING PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT FOR REVIEW
AND APPROVAL BY THE CITY' S PLAN REVIEWER PRIOR TO ISSUANCE OF A CONSTRUCTION PERMIT.
10. ANY PROPOSAL TO CONVERT THE STORMWATER VAULT WITHIN TRACT A TO A STORM WA TER DETENTION
POND SHALL BE CONSIDERED A MAJOR PLAT AMENDMENT SUBJECT TO THE REQUIREMENTS OUTLINED
UNDER RMC 4- 7- 080. M. 2.
11. THE PROPOSED STORMWATER VAULT WITHIN TRACT A SHALL BE LOCATED ENTIRELY BELOW GROUND.
ENGINEERED CONSTRUCTION PLANS SHOWING THE VAULT ENT/RELY BELOW GROUND SHALL BE SUBMITTED
AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL.
12. THE APPLICANT SHALL PROVIDE A PLAN SHOWING EXISTING AND PROPOSED IMPROVEMENTS TO CREATE
A SAFE ROUTE FROM THE PROJECT SITE TO THE FUTURE BUS STOP DETERMINED BY ISSAQUAH SCHOOL
DISTRICT OR DOCUMENTATION FROM THE ISSAQUAH SCHOOL DISTRICT THAT AN ADDITIONAL STOP WILL
BE ADDED ON THE PROJECT SITE. THE PROPOSAL FOR A SAFE ROUTE TO ALL THREE SCHOOLS WOULD
BE SUBJECT TO REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER DURING
CONSTRUCTION PERMIT APPLICATION REVIEW.
13. ALL ROAD NAMES SHALL BE APPROVED BY THE CITY AND THE APPLICANT SHALL INSTALL ALL
NECESSARY STREET NAME SIGNS PRIOR TO FINAL PLAT APPROVAL.
14. SANITARY SEWERS SHALL BE PROVIDED BY THE DEVELOPER AT NO COST TO THE CITY AND DESIGNED
IN ACCORDANCE WITH CITY STANDARDS. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8) INTO
EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITH THE SUBDIVISION
DEVELOPMENT.
15. CONCRETE PERMANENT CONTROL MONUMENTS SHALL BE ESTABLISHED AT EACH AND EVERY
CONTROLLING CORNER OF THE SUBDIVISION. INTERIOR MONUMENTS SHALL BE LOCATED AS DETERMINED
BY THE DEPARTMENT. ALL SURVEYS SHALL BE PER THE CITY OF RENTON SURVEYING STANDARDS. ALL
OTHER LOT CORNERS SHALL BE MARKED PER THE CITY SURVEYING STANDARDS. THE SUBDIVIDER SHALL
INSTALL ALL STREET NAME SIGNS NECESSARY IN THE SUBDIVISION.
16. ALL UTILITIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY UTILITIES
INSTALLED IN THE PARKING STRIP SHALL BE PLACED IN SUCH A MANNER AND DEPTH TO PERMIT THE
PLANTING OF TREES. THOSE UTILITIES TO BE LOCATED BENEATH PAVED SURFACES SHALL BE
INSTALLED, INCLUDING ALL SERVICE CONNECTIONS, AS APPROVED BY THE PUBLIC WORKS DEPARTMENT.
SUCH INSTALLATION SHALL BE COMPLETED AND APPROVED PRIOR TO THE APPLICATION OF ANY
SURFACE MATERIAL. EASEMENTS MAY BE REQUIRED FOR THE MAINTENANCE AND OPERATION OF
UTILITIES AS SPECIFIED BY THE PUBLIC WORKS DEPARTMENT.
17. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UTILITIES
ARE INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAID TO EACH
LOT LINE BY SUBDIVIDER AS TO OBVIATE THE NECESSITY FOR DISTURBING THE STREET AREA,
INCLUDING SIDEWALKS, OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE CONNECTIONS ARE EXTENDED TO
SERVE ANY BUILDING. THE COST OF TRENCHING, CONDUIT, PEDESTALS AND/OR VAULTS AND LATERALS
AS WELL AS EASEMENTS THEREFORE REQUIRED TO BRING SERVICE TO THE DEVELOPMENT SHALL BE
BORNE BY THE DEVELOPER AND/OR LAND OWNER. THE SUBDIVIDER SHALL BE RESPONSIBLE ONLY FOR
CONDUIT TO SERVE HIS DEVELOPMENT. CONDUIT ENDS SHALL BE ELBOWED TO FINAL GROUND
ELEVATION AND CAPPED, THE CABLE TV COMPANY SHALL PROVIDE MAPS AND SPECIFICATIONS TO THE
SUBDI VIDER AND SHALL INSPECT THE CONDUI T AND CER T/FY TO THE Cl TY THA T I T IS PROPERL Y
INSTALLED.
18. ALL LOT CORNERS AT INTERSECTIONS OF DEDICATED PUBLIC RIGHTS -OF -WAY, EXCEPT ALLEYS, SHALL
HAVE MINIMUM RADIUS OF FIFTEEN FEET (15).
19. THE WATER DISTRIBUTION SYSTEM INCLUDING THE LOCATIONS OF FIRE HYDRANTS SHALL BE DESIGNED
AND INSTALLED IN ACCORDANCE WITH CITY STANDARDS AS DEFINED BY THE DEPARTMENT AND FIRE
DEPARTMENT REQUIREMENTS.
20. THE APPLICANT WOULD BE REQUIRED TO INSTALL A TEMPORARY TYPE III BARRICADE BETWEEN CITY OF
RENTON RIGHT-OF-WAY (ROW) AND KING COUNTY ROW (SOUTH END OF 164TH AVE SE). IN ADDITION,
THE APPLICANT INSTALL A FENCE AT THE SOUTH END OF 164TH AVE SE (AT THE SOUTH PROPERTY
LINE EXTENDED) TO FURTHER RESTRICT SOUTHBOUND VEHICULAR TRAFFIC ON 164TH AVE SE AT THE
SE 134TH ST LINE. THE FENCE SHALL INCLUDE AN OPENING AS DETERMINED NECESSARY BY CITY
STAFF TO ALLOW FOR THE PASSAGE OF PEDESTRIANS. THE BARRICADE AND FENCE SHALL BE
INSTALLED PRIOR TO FINAL PLAT APPROVAL.
HORIZON TA DA TUM:
NAD 83191 PER CITY OF RENTON SURVEY CONTROL.
VERTICAL DATUM:
NAVD 88 PER CITY OF RENTON SURVEY CONTROL.
BENCHMARK. -
CITY OF RENTON SURVEY CONTROL POINT NO. 1852. 3" 0 FLAT BRASS DISK W/PUNCH ON CONCRETE
STREET SURFACE AT THE INTERSECTION OF 148TH AVE SE AND NE 4TH ST.
ST. NAVD 88 ELEVATION = 454.77 (GPS OBSERVATIONS).
BASIS OF BEARINGS:
N0125'00"W BETWEEN FOUND MONUMENTS - CITY OF RENTON SURVEY CONTROL POINT NOS. 1852 AND
2127 (NAD 83191).
YLP
02.14.201
YLP
SURVEYED:
DJC
YLP
06.16.21
YLP
DESIGNED:
YLP
YLP
08.13.21
YLP
DRAWN:
GLB
CHECKED:
YLP
BY
DATE
APPR
APPROVED
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
•
C TY OF
RENTON
U'R
VANIV
Planning/Building/Public Works Dept.
SE
28TH ST
w
w
Q
SE
130 TH
Z
SE 132ND S T
S 132N S T o N
PROJECT / TE Q
SE 133RD S
SE 13
TH S T SE 134 TH S
SE 2ND PL
SE 136 TH ST
Si4
TH Pb) Q
Q Q SE IJ8TH S
z
Z
VICINITY MAP
1 "=1, 000'
ERC MI TIGA TION MEASURES:
MAPLE HIGHLANDS MITIGATION MEASURES
THE APPLICANT SHALL INSTALL A NEW DOWNSTREAM DRAINAGE SYSTEM PRIOR TO ANY
CONSTRUCTION STORMWATER DISCHARGING OFFSITE TO THE EAST.
DOE CONSTRUCTION STORMWA TER PERMIT:
GENERAL PERMIT NUMBER: XXXXXXXXX
CERTIFIED EROSION AND SEDIMENT CONTROL LEAD:
EARTH SOLUTIONS NW, LLC
(425) 449-4704
FIRE SPRINKLER NOTE:
CITY ORDINANCE REQUIRES ALL HOMES ON DEAD END STREETS IN EXCESS OF 500-FEET,
REQUIRE INSTALLATION OF AN APPROVED FIRE SPRINKLER SYSTEM. THIS APPLIES TO LOTS
6, 7, 8, 9, AND 10.
NOTE FOR CERTIFICATION
OF SUR l/EY INFORMATION
THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON
IS BASED UPON A FIELD SURVEY BY D.R. STRONG
CONSULTING ENGINEERS.
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R-4091 01
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
FREGIONAL FIRE AUTHORITY eNTo 7
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DATE:
MAPLE HIGHLANDS 09.05.19
COVER SHEET FIELDBOOK:
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PAGE: 5
f1RAWIN(: Nl• L
16210 SE 134TH STREET C 1
RENTON, WASHINGTON 98059 SHEET: 1 OF:41
DRS PROJECT NO. 17020