HomeMy WebLinkAboutR-4091010
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TR4CTS
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PROJECT CONTACTS:
OWNER ................................................
HAMBLIN LIVING TRUST
..........................................................16210
SE 134TH STREET
..........................................................
RENTON, WASHINGTON 98059
APPLICANT .........................................
D4 DEVELOPMENT LLC
..........................................................622
CEMETERY ROAD
..........................................................
WINLOCK, WASHINGTON 98596
..........................................................
(425) 470-9384
..........................................................
CONTACT. TRAVIS DEFOOR
..........................................................
TRAVIS@D4-DLLC.COM
CIVIL ENGINEER/SURVEYOR...............
D.R. STRONG CONSULTING ENGINEERS, INC.
..........................................................520
- 7th AVENUE
..........................................................
KIRKLAND, WASHINGTON 98033
..........................................................
(425) 827-3063
..........................................................
CONTACT.- YOSHIO L. PIEDISCALZI, P.E.
..........................................................
YOSHIO.PIEOISCALZIOORSTRONG.COM
..........................................................
CONTACT.- JAMES G. REICHHOFF, P.L.S.
..........................................................
JAMES. REICHHOFFODRSTRONG. COM
GEOTECHNICAL ENGINEER ..................
EARTH SOLUTIONS NW, LLC
..........................................................1805
- 136 TH PL NE, SUl TE 201
..........................................................BELLEVUE,
WA 98005
..........................................................
(425) 449-4704
..........................................................
CONTACT.- KYLE CAMPBELL, P.E.
TRAFFIC ENGINEER .............................
TRAFFEX
..........................................................11410
NE 124TH ST., 1590
..........................................................
KIRKLAND, WA 98034
..........................................................
(425) 522-4118
..........................................................
CONTACT: LARRY D. HOBBS, PE
..........................................................
LARRY@1VW7RAFFEX.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
13
OF
41
STANDARD WSDOT RAMP AND STREET SIGN DETAILS
C14
14
OF
41
ROAD AND MAILBOX DETAILS
C15
15
OF
41
ROAD CROSS SECTIONS
C16
16
OF
41
STORM DRAINAGE PLAN
C17
17
OF
41
162ND AVE SE STORM DRAINAGE PLAN AND PROFILE
C18
18
OF
41
ROAD A STORM DRAINAGE PLAN AND PROFILE
C19
19
OF
41
ROAD A STORM DRAINAGE PLAN AND PROFILE
C20
20
OF
41
ROAD A STORM DRAINAGE PLAN AND PROFILE
C21
21
OF
41
164TH AVE SE STORM DRAINAGE PLAN AND PROFILE
C22
22
OF
41
164TH AVE SE OFFSITE DRAINAGE PLAN AND PROFILE
C23
23
OF
41
164TH AVE SE OFFSITE DRAINAGE PLAN AND PROFILE
C24
24
OF
41
STORM DRAINAGE EXTENSION PLAN AND PROFILE
C25
25
OF
41
VAULT DETAILS
C26
26
OF
41
STORM DETAILS
C27
27
OF
41
STORM DETAILS
C28
28
OF
41
SANITARY SEWER PLAN
C29
29
OF
41
OFFSITE SANITARY SEWER PLAN
C30
30
OF
41
162NO AVE SE SEWER PLAN AND PROFILE
C31
31
OF
41
ROAD A SEWER PLAN AND PROFILE
C32
32
OF
41
ROAD A SEWER PLAN AND PROFILE
C33
33
OF
41
164TH AVE SE SEWER PLAN AND PROFILE
C34
34
OF
41
164TH AVE SE OFFSITE SEWER PLAN AND PROFILE
C35
35
OF
41
SE 135TH STREET SEWER PLAN AND PROFILE
C36
36
OF
41
SE 135TH STREET SEWER PLAN AND PROFILE
C37
37
OF
41
166TH AVENUE SE SEWER PLAN AND PROFILE
C38
38
OF
41
SEWER EASEMENT SEWER PLAN AND PROFILE
C39
39
OF
41
SEWER DETAILS
C40
40
OF
41
CHANNELIZATION AND SIGNAGE PLAN
C41
41
OF
41
COMPOSITE UTILITY PLAN
L-1
1
OF
6
LANDSCAPE PLAN
L-2
2
OF
6
LANDSCAPE PLAN
L-3
3
OF
6
LANDSCAPE NOTES AND DETAILS
L-4
4
OF
6
IRRIGATION PLAN
L-5
5
OF
6
IRRIGATION PLAN
L-6
6
OF
6
LANDSCAPE NOTES AND DETAILS
IL
1
OF
4
ILLUMINATION PLAN
IL2
2
OF
4
ILLUMINATION PLAN
IL3
3
OF
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)
9
FA
g TR4CTA
NORTH
GRAPHIC SCALE
0 50 100 200
L°T] 1 INCH = 100 FT.
PROJECT DESCRIPTION:
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 DISTRICT .......................
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.
TRACT 'B" TREE RETENTION...
AREA TABLE.•
0.349 ACRES (15,198 S.F.)
0.084 ACRES (3,665 S.F)
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.
AS -BUILT
NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M.
MAPLE HIGHLANDS
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:
BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 6;
THENCE NORTH 30 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING NORTH 75 FEET
THENCE EAST 122 FEET -
THENCE SOUTH 75 FEET -
THENCE WEST 122 FEET TO THE TRUE POINT OF BEGINNING.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
SUR VEYOR'S NO TES.-
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 30, 2018. ALL SURVEY CONTROL INDICATED AS 'FOUND" WAS RECOVERED FOR THIS
PROJECT IN APRIL, 2018.
3. PROPERTY AREA = 182,269t SQUARE FEET (4.1843t ACRES).
4. ALL DISTANCES ARE IN U.S. SURVEY FEET.
5. THIS /S 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 MONUMENTATION 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 /N 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. 200JO801000627.
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. 20180314000879.
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.
NO AS-BUIL T INFORMATION ON THIS SHEET.
I/ CER77FY THAT 774E INFORMATION SHOWN HEREON WH1CH WAS
AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA77ONS,
ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS,
ACCURATELY REFLECTS EXISTING FIELD COND177ONS AS DETERMINED BY
ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7E• 212912024. "
L[I
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
O 425 827 3063 F 425 827 2423
FINAL AS-BUILTS COMMENTS 2.28.24
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 Ml TIGA TION 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 STORMWATER DETENTION
POND SHALL BE CONSIDERED A MAJOR PLAT AMENDMENT SUBJECT TO THE REQUIREMENTS OUTLINED
UNDER RMC 4- 7- 080. M. 2.
11. THE PROPOSED STORMWA TER VAULT WITHIN TRACT A SHALL BE LOCATED ENTIRELY BELOW GROUND.
ENGINEERED CONSTRUCTION PLANS SHOWING THE VAULT ENTIRELY 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 MAYBE REQUIRED FOR THE MAINTENANCE AND OPERATION OF
UTILITIES AS SPECIFIED BY THE PUBLIC WORKS DEPARTMENT.
17 ANY CABLE TV CONDUITS SHALL BE UNOERGROUNDED 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
SUBDIVIDER AND SHALL INSPECT THE CONDUIT AND CERTIFY TO THE CITY THAT I IS PROPERLY
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 /// 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 1347H 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 02.28.24 YLP SURVEYED:
DESIGNED: YLP
DRAWN:
GLB
CHECKED:
YLP
BY DATE APPR APPROVE
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
Planning/Building/Public Works Dept.
SE
28 TH ST
j
W
Q
SE
130 TH j
SE 132ND S T
LO
S 132N S T O N
PROJECT l TE Q
SE 133RD S 7
Q-
LSEff2NDPL
SE 13
TH S T SE 134 TH S
E 136 TH ST
S
4 TH P Q
Q QSE IJ8TH S
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 CONSTRUCT/ON STORMWA TER PERM/T
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.
IF -
NOTE FOR CER TIFICA TION
OF SUR VEY INFORMA TION
THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON
IS BASED UPON A FIELD SURVEY BY D.R. STRONG
CONSULTING ENGINEERS.
R-4091 01
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
COVER SHEET
DATE:
09.05.19
PAGE:
16210 SE 134TH STREET C 1
RENTON, WASHINGTON 98059 SHEET: 1 OF:
F41
DRS PROJECT NO. 17020
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