HomeMy WebLinkAboutR-4072020
d-
0
co
J
L
0
SAPPHIRE ON TALBOT CONDITIONS OF APPROVAL:
1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS PART OF THE
DETERMINATION OF NON —SIGNIFICANCE MITIGATED, DATED JANUARY 18, 2019. PROJECT
CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATION FOUND IN THE
GEOTECHNICAL ENGINEERING STUDY PREPARED BY MIGIZI GROUP, INC.,DATED OCTOBER 11,
2017(REVISED AUGUST 30,2018), OR AN UPDATE REPORT SUBMITTED AT A LATER DATE.
2. AT TWENTY (20) OR MORE DWELLING UNITS, THE APPLICANT SHALL PROVIDE AN AFFORDABLE
HOUSING RESTRICTIVE COVENANT AND AGREEMENT (THE "COVENANT) UPON ONE (1) UNIT PRIOR TO
CERTIFICATE OF OCCUPANCY. THE COVENANT IS DESIGNED TO SATISFY THE GRANTING OF THE
DENSITY BONUS PROVISION AND SHALL REMAIN AFFORDABLE FOR FIFTY (50) YEARS. THE APPLICANT
SHALL SUBMIT TO, AND HAVE APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER, THE
COVENANT PRIOR TO OR CONCURRENT WITH THE FINAL PLAT.
J. 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.
4. THE APPLICANT SHALL CREATE A HOMEOWNERS' ASSOCIATION ("HOA) THAT MAINTAINS ALL
IMPROVEMENTS AND LANDSCAPING IN THE STORMWATER/OPEN SPACE/TREE RETENTION TRACT
(TRACT A) 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.
5. THE APPLICANT SHALL SUBMIT A REVISED TREE RETENTION PLAN SHOWING AT LEAST ELEVEN (11)
SIGNIFICANT TREES RETAINED, TO MEET THE MINIMUM REQUIREMENT OF TWENTY PERCENT (209.)
RETENTION. ALTERNATIVELY, THE APPLICANT MAY SUBMIT A LETTER FROM A CERTIFIED ARBORIST
WITH AN EXPLANATION AS TO WHY AT LEAST TWENTY PERCENT (20%) OF THE SIGNIFICANT TREES
ARE UNABLE TO BE RETAINED, SUBJECT TO CONCURRENCE BY THE CURRENT PLANNING PROJECT
MANAGER. THE REVISED TREE RETENTION PLAN SHALL BE SUBMITTED TO THE CURRENT PLANNING
PROJECT MANAGER FOR REVIEW AND APPROVAL AT THE TIME OF UTILITY CONSTRUCTION PERMIT
APPLICATION.
6. THE APPLICANT SHALL SUBMIT REVISED PLANS WITH THE BUILDING PERMIT APPLICATION THAT
IDENTIFIES THE LOCATION OF CODE COMPLIANT BICYCLE PARKING MEETING THE STANDARDS OF RMC
4-4-080.F.11, AND IDENTIFIES BICYCLE PARKING STALL ON TEN (10) OF THE 20 PROPOSED LOTS.
THE REVISED PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT
MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
7. THE APPLICANT SHALL INCREASE THE MINIMUM SIDE YARD SETBACKS FOR THE UNATTACHED SIDE
YARDS OF PROPOSED LOT 10 AND LOT 11, FROM 4 FEET (4) TO SIX FEET (6), IN ORDER TO
INCREASE VISIBILITY OF THE OPEN SPACE FROM THE ALLEY. IF FENCES ARE PROPOSED WITHIN THIS
DESIGNED OPEN SPACE VIEW CORRIDOR, THEY SHALL BE LIMITED TO A MAXIMUM OF 48" ABOVE
FINISHED GRADE.
8. BOTH OF THE THREE —UNIT BUILDINGS THAT FRONT S 48TH COURT SHALL PROVIDE A MINIMUM OF
ONE SHARED SINGLE LOADED DRIVEWAY CUT NOT TO EXCEED A COMBINED SIXTEEN FEET (16) IN
WIDTH AT THE PROPERTY LINE. ALL REMAINING DRIVEWAYS ON S 48TH CT SHALL BE A SINGLE
LOADED GARAGE DRIVEWAY AND SHALL NOT EXCEED NINE FEET (9) IN WIDTH AT THE PROPERTY
LINE. IN ADDITION, LOT 20 SHALL TAKE ACCESS FROM THE PRIVATE ALLEY (TRACT B) AND LOT 15
SHALL TAKE ACCESS FROM THE STORMWATER ACCESS, LOCATED WEST OF LOT 15.
9. 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.
10. THE PROPOSED STORMWATER VAULT WITHIN TRACT A SHALL EITHER BE LOCATED ENTIRELY BELOW
GROUND OR MEET OPEN SPACE STANDARDS. OTHERWISE THE STORMWATER VAULT WILL BE LOCATED
IN A SEPARATE STORMWATER TRACT. ENGINEERED CONSTRUCTION PLANS SHALL BE SUBMITTED AT
THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL.
11. THE APPLICANT SHALL PROVIDE A MINIMUM PAVEMENT WIDTH OF 22 FEET ALONG S 48TH CT, FROM
TALBOT RD S TO THE INTERNAL ALLEYWAY. THE INCREASED ROADWAY WOULD RESULT IN A FINAL
ROW WIDTH OF 49 FEET FOR APPROXIMATELY THE FIRST 100—FOOT STREET SECTION. THE REVISED
PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR
TO BUILDING PERMIT APPROVAL.
12. ANY PROPOSED ROOFTOP EQUIPMENT SHALL BE LOCATED, DESIGNED AND SCREENED TO MINIMIZE
VIEWS FROM SURROUNDING PROPERTIES.
13. ALL ROAD NAMES SHALL BE APPROVED BY THE CITY.
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 SUBDIVIDER AND SHALL INSPECT THE CONDUIT AND CERTIFY TO THE CITY
THAT IT 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.
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
DISCREPANCIES:
IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS
AND EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THE
CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF
THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF
ALL WORK AND FOR THE COORDINATION OF ALL TRADES,
SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT.
EXISTING UTILITY NOTE:
ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN
ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS
AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT
NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY
LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER
UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE
IMPLEMENTATION OF THIS PLAN.
CONTRACTOR RESPONSIBILITY:
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS, INCLUDING THE SAFETY OF ALL
PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS
PROJECT, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND,
INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND
ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR THE ENGINEER.
�QoD D.
Y A
39374
STER��� 1
�ssIONAL
0311912021 N0.
AS—BUILTS
SAPPHIRE ON TALBOT
NW 114 OF SE 114 OF SEC. 31, TWP. 23 N., RNG. 5 E., W. M.
CITY OF RENTON, STATE OF WASHINGTON
HORIZONTAL DATUM
NAD 83/91 PER CITY OF RENTON CONTROL NETWORK
BASIS OF BEARINGS
�}-
N20'09'04"W BETWEEN CITY OF RENTON CONTROL
MONUMENTS 1872 & 1227
VERTICAL DATUM
Q:)
NA VD 88
BENCH MARK
CITY OF RENTON CONTROL MONUMENT 1872
ELEVATION = 319.47 FEET
U
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.
LEGAL DESCRIPTION
LOT 1, CITY OF RENTON SHORT PLAT NO. 399-79,
RECORDED UNDER KING COUNTY RECORDING NUMBER
8005139001, RECORDS OF KING COUNTY, WASHINGTON,
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE
OF WASHINGTON.
PROPERTY CORNER COORDINATES:
NORTHEAST CORNER
NORTHING. 188814. 487
EASTING: 1311371.256
SOUTHEAST CORNER
NORTHING. 188734. 493
EASTING: 1311369.885
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.
REFERENCES:
R1 SHORT PLAT 67115, RECORDED UNDER AUDITOR'S FILE NO.
7712130605, RECORDS OF KING COUNTY, WASHINGTON.
R2 RENTON SHORT PLAT LAU14-000916, RECORDED IN BOOK 348
OF SURVEYS, PAGES 192-194, RECORDS OF KING COUNTY,
WASHINGTON.
R3 PETETT MEADOWS, RECORDED IN BOOK 203
OF SURVEYS, PAGE 38-40, RECORDS OF
KING COUNTY, WASHINGTON.
REVISION
SURVEYED:
SDM
DESIGNED:
EDM
DRAWN:
TLK
EDM I0JI191211 SDM I CHECKED:
EDM
BY I DATE I APPR I APPROVED:
NEM
SCALE:
NO SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
Know what's below.
Call before you dig.
CITY OF
RENTON
Planning/Building/Public Works Dept.
MCC'
WA
42676
I�EGISTEg�'�
OVAL LAND
THESE PLANS ARE "AS —BUILT" AND
THE INFORMATION SHOWN
ACCURATELY REFLECTS EXISTING
FIELD CONDITIONS AS OF THIS
DATE: MARCH 3, 2021
STEVEN D. McCASKEY PLS 42676
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SAPPHIRE ON TALBOT
NOTES & CONDITIONS
DATE:
0311912021
FIELDBOOK: N/A
PAGE: N�A
18615
SHEET: 2 OF: 19
R-407202
QO
0
Q
J
W
z
Q