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GEOTECHNICAL RECOMMENDATIONS:
SOIL TYPE: THE SITE IS UNDERLAIN BY 5 TO 8 FEET OF FILL OVERLYING LOOSE SAND. THE SAND BECOMES DENSER
WITH DEPTH, GRADING TO MEDIUM DENSE AT 20 FEET BELOW GRADE AND DENSE AT 30 TO 35 FEET BELOW GRADE
GROUNDWATER CONDITIONS: GROUNDWATER WAS ENCOUNTERED AT 16 TO 17 FEET BELOW GRADE AT THE TIME
OF THE FIELD EXPLORATION.
TEMPORARY SLOPES: 1H:1V MAX (HORIZONTAL:VERTICAL)
PERMANENT SLOPES: 2H:1V MAX
ALLOWABLE BEARING PRESSURE (DESIGN): 5,000 PSF AFTER COMPLETION OF GROUND IMPROVEMENT.
NOTE THIS IS AN INFORMATIONAL SUMMARY ONLY. FOR COMPLETE RECOMMENDATIONS, SEE THE GEOTECHNICAL
REPORT BY PANGEO, INC. (NOVEMBER 2017).
BASE MAP/TOPOGRAPHY PROVIDED BY
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OTHERS. DCG CANNOT BE HELD LIABLE
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CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
HEARING EXAMINER CONDITIONS (LUA17-000827):
STAFF RECOMMENDS APPROVAL OF THE MERRILL GARDENS AT RENTON ADDITION, FILE NO. LUA17-000827, AS
DEPICTED IN EXHIBIT 4, SUBJECT TO THE FOLLOWING CONDITIONS:
1. THE APPLICANT SHALL COMPLY WITH THE FOLLOWING MITIGATION MEASURES ISSUED AS PART OF THE
DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED JANUARY 8, 2018.
a. THE PROJECT SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT,
PREPARED BY PANGEO INCORPORATED DATED NOVEMBER 27, 2017, AND FUTURE ADDENDA.
b. THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL REVIEW THE PROJECT'S CONSTRUCTION AND
BUILDING PERMIT PLANS TO VERIFY COMPLIANCE WITH THE GEOTECHNICAL REPORT(S). THE
GEOTECHNICAL ENGINEER SHALL SUBMIT A SEALED LETTER STATING THAT HE/SHE HAS REVIEWED THE
CONSTRUCTION AND BUILDING PERMIT PLANS AND IN THEIR OPINION THE PLANS AND SPECIFICATIONS
MEET THE INTENT OF THE REPORT(S).
2. THE APPLICANT SHALL SUBMIT REVISED UTILITY AND LANDSCAPE PLANS WITH THE CONSTRUCTION PERMIT
APPLICATION THAT RELOCATES THE FIRE HYDRANT AWAY FROM THE CURRENT LOCATION NEAR THE
BUILDING'S ENTRANCE AND PROPOSED STREET TREE PLANTING AND PLACES IT FURTHER SOUTH NEAR THE
WATER/FIRE ROOM. THE REVISED PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING
PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
3. THE APPLICANT SHALL REPLACE THE EXISTING STREET TREE GRATE ALONG THE PROPERTY FRONTAGE WITH
A GRATE MATCHING THE THREE (3) NEW STREET TREES AS REQUIRED BY THE DOWNTOWN STREETSCAPE
DESIGN STANDARDS AND GUIDELINES. THE REPLACED GRATE SHALL BE SHOWN ON THE FINAL LANDSCAPE
PLAN SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE
CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
4. THE APPLICANT SHALL SUBMIT A SEPARATE DETAILED PLAN SET IDENTIFYING THE LOCATION AND SCREENING
PROVIDED
FOR ALL SURFACE AND ROOF TOP UTILITY/MECHANICAL EQUIPMENT WITH THE BUILDING PERMIT APPLICATION. THE
PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING
PERMIT APPROVAL.
5. THE APPLICANT SHALL SUBMIT DETAILED SPECIFICATIONS OF THE EXISTING REFUSE AND RECYCLING AREA
TO CONFIRM COMPLIANCE WITH THE CODE. THE SPECIFICATIONS SHALL BE REVIEWED AND APPROVED BY
THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
6. THE APPLICANT SHALL SUBMIT FENCING DETAILS WITH THE BUILDING PERMIT APPLICATION. FENCING
SURROUNDING THE EXTERIOR DECK SPACES SHALL BE MADE OF HIGH QUALITY MATERIAL THAT
COMPLEMENTS THE ARCHITECTURE OF THE BUILDING. FENCING DETAILS SHALL BE REVIEWED AND
APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
7. THE APPLICANT SHALL PROVIDE SPECIFICATIONS FOR THE METAL CANOPY THAT CONFIRMS THE WEATHER
PROTECTION EXTENDS AT LEAST 4.5-FEET FROM THE BUILDING'S FAQADE. THE SPECIFICATIONS SHALL BE
PROVIDED WITH THE BUILDING PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING
PROJECT MANAGER PRIOR TO APPROVAL.
8. THE APPLICANT SHALL PROVIDE CUT -SHEET DETAILS OF THE PROPOSED ORNAMENTAL LIGHTING SCONCES
LOCATED NEAR THE BUILDING'S ENTRANCE AND ALONG THE STREET FACADE WITH THE BUILDING PERMIT
APPLICATION. THE ORNAMENTAL LIGHTING FIXTURES SHALL BE REVIEWED AND APPROVED BY THE CURRENT
PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
9. THE APPLICANT SHALL MAINTAIN VISUAL ACCESSIBILITY ALONG THE GROUND LEVEL DURING TYPICAL
BUSINESS AND DAYTIME HOURS. BETWEEN THE HOURS OF 8AM AND 7PM THE GROUND FLOOR STOREFRONT
WINDOWS SHALL NOT BE COVERED WITH BLINDS OR OTHER VISUAL OBSTRUCTIONS.
10. THE APPLICANT SHALL PROVIDE AN ALTERNATIVE METHOD TO THE METAL GREEN SCREEN TO TREAT THE
WATER/FIRE ROOM EXTERIOR BLANK WALL. THE BLANK WALL TREATMENT MAY INCLUDE BUT IS NOT LIMITED
TO ARTWORK, CLERESTORY GLAZING, AESTHETICALLY IMPROVED DOOR, AND ADDITIONAL ARCHITECTURAL
DETAILING. THE REVISED BLANK WALL TREATMENT SHALL BE SHOWN ON THE ELEVATION PLAN AND
SUBMITTED WITH THE BUILDING PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT
PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
11. THE APPLICANT SHALL SUBMIT REVISED ELEVATION SHEETS WITH THE BUILDING PERMIT APPLICATION THAT
INCORPORATES AT LEAST ONE (1) ADDITIONAL CLADDING MATERIAL. THE REVISED ELEVATIONS SHALL BE
REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT
APPROVAL.
12. THE APPLICANT SHALL SUBMIT A MATERIALS BOARD PROVIDING SAMPLE MATERIALS AND COLORS FOR THE
BUILDING'S EXTERIOR CLADDING. THE MATERIALS BOARD SHALL BE SUBMITTED WITH THE BUILDING PERMIT
APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT
APPROVAL.
13. THE APPLICANT SHALL SUBMIT REVISED ELEVATIONS WITH THE BUILDING PERMIT APPLICATION THAT
PROVIDES ADDITIONAL SCONCE LIGHTING ALONG THE NORTH STOREFRONT FAQADE AT INTERVALS
CONSISTENT WITH THE WILLIAMS AVE S FRONTAGE. THE ADDITIONAL LIGHTING SHALL BE REVIEWED AND
APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
14. THE APPLICANT SHALL PROVIDE DETAILS OF OFF-STREET BICYCLE PARKING (EXISTING OR PROPOSED) FOR
REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT
APPROVAL OR REQUEST A FORMAL MODIFICATION FROM THE MINIMUM BICYCLE PARKING REQUIREMENTS
PER RMC 4-9-250D2 PRIOR TO BUILDING PERMIT APPROVAL.
2 ICEINSTRUCTION REC❑RD DRAWINGS
1 P❑ST—PERMIT REVISI❑N— UTILITY C❑NFLICT
N0.
REVISION
SURVEYED: SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 1983/1991
DESIGNED:
CT
CT 0110 812 0 DRAWN:
RB/CT ONE INCH DATUM
C T 01 / 2 5 / 19 CHECKED: AT FULL SCALE
TG IF NOT ONE INCH
BY DATE 1AP P APPROVED: TG SCALE ACCORDINGLY
SEPA MITIGATION MEASURES:
DETERMINATION OF NON -SIGNIFICANCE- MITIGATED (DNS-M) ISSUED JANUARY 8, 2018
1. THE PROJECT SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, PREPARED BY
PANGEO INCORPORATED DATED NOVEMBER 27, 2017, AND FUTURE ADDENDA.
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2. THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL REVIEW THE PROJECT'S CONSTRUCTION AND BUILDING
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PERMIT PLANS TO VERIFY COMPLIANCE WITH THE GEOTECHNICAL REPORT(S). THE GEOTECHNICAL ENGINEER
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SHALL SUBMIT A SEALED LETTER STATING THAT HE/SHE HAS REVIEWED THE CONSTRUCTION AND ERC MITIGATION
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MEASURES AND ADVISORY NOTES PAGE 2 OF 2 BUILDING PERMIT PLANS AND IN THEIR OPINION THE PLANS AND
SPECIFICATIONS MEET THE INTENT OF THE REPORT(S).
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R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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SHEET: 2 OF: 34 G