HomeMy WebLinkAboutR-41880200
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ASBUILT CONDITIONS OF APPROVAL AND ROAD SECTIONS
CONDITIONS OF APPROVAL
OF
1. A DEMOTION PERMIT SHALL BE OBTAINED AND ALL REQUIRED INSPECTIONS COMPLETED FOR THE REMOVAL OF ALL EXISTING STRUCTURES,
PRIOR THE RECORDING OF THE FINAL SHORT PLAT.
EDENFIELD(SUMPTER)
PLAT
2. THE LANN DSCAPE PLAN SHALL BE REVISED AS FOLLOWS: A 10-FOOT ONSITE LANDSCAPE STRIP CONSISTING OF A MIX OF TREES SHRUBS
AND GROUND COVER WOULD BE REQUIRED WITHIN THE FRONT YARD AREAS OF LOTS 7 AND 8 AND WITHIN THE SECONDARY FRONT YARD
AREA OF LOT 6. IN ADDITION, STREET TREES AND GROUND COVER, CONSISTENT WITH THE EXISTING SPECIES PLANTED WITHIN THE WAPATO
A PORTION OF
SECTION 14, TOWNSHIP 23 N.,
RANGE 05 E., W.M.
PL NE RIGHT OF WAY, SHOULD BE PLANTED WITHIN THE 8-FOOT PLANTING STRIP BETWEEN THE CURB AND SIDEWALK WITHIN THE ROAD A
PUBLIC RIGHT-OF-WAY, GROUND COVER SHOULD BE PLANTED WITHIN THE 156TH AVE SE PUBLIC RIGHT-OF-WAY LANDSCAPE STRIP
CITY OF RENTON KING COUNTY WASHINGTON
BETWEEN THE CURB AND SIDEWALK. A FINAL LANDSCAPE PLAN IS REQUIRED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW
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AND APPROVAL WITH THE CURRENT PLANNING PROJECT MANAGER.
PROPOSED 72' R/W
3. A FINAL TREE RETENTION PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE
CURRENT PROJECT MANAGER.
4. ALL HOMES PROPOSED ALONG THE SHARED DRIVEWAY SHALL BE REQUIRED TO BE CONSTRUCTED WITH APPROVED FIRE SPRINKLER SYSTEMS,
A NOTE TO THIS EFFECT SHALL BE RECORDED ON THE FACE OF THE FINAL SHORT PLAT. IN ADDITION, THE PROPOSED HAMMERHEAD SHALL
BE CONSTRUCTED TO ADOPTED RENTON REGIONAL FIRE AUTHORITY STANDARDS.
5. CURB AND GUTTER, AND A 5-FOOT WIDE SIDEWALK SHALL BE REQUIRED TO BE INSTALLED ALONG THE ENTIRE LENGTH OF THE SOUTH SIDE
OF THE SHARED DRIVEWAY.
6. THE 4-6 FOOT WIDE LANDSCAPE STRIP ON THE NORTH SIDE OF THE SHARED DRIVEWAY SHALL BE RELOCATED, WHERE FEASIBLE, TO
BETWEEN THE CURB AND SIDEWALK ALONG THE SOUTH SIDE OF THE SHARED DRIVEWAY. THE FINAL LOCATION OF THE LANDSCAPE STRIP
SHALL REVIEWED AND APPROVED AS PART OF CONSTRUCTION PERMIT REVIEW.
7. A HOMEOWNER'S ASSOCIATION SHALL BE ESTABLISHED PRIOR TO THE RECORDING OF THE SHORT PLAT FOR ALL COMMON IMPROVEMENTS
WITHIN THE PROPOSED SHORT PLAT.
8. THE APPLICANT SHALL BE REQUIRED TO PAY THEIR FAIR SHARE OF THE COST OF THE SIGNAL THAT WAS INSTALLED AT THE 156TH AVE.
SE/SE 142ND PLACE INTERSECTION. THE FEE WOULD BE PROPORTIONATE TO THE PM PEAK HOUR TRIPS THAT WOULD BE GENERATED BY
THE PROPOSED DEVELOPMENT THAT PASSES THROUGH THE INTERSECTION. THE FEE WOULD TOTAL $2,290.08 [(6 NEW PM PEAK HOUR
TRIPS/1,310 TOTAL PM PEAK HOUR TRIPS) X $500,000] AND SHALL BE PAID PRIOR TO THE ISSUANCE OF A CONSTRUCTION PERMIT.
9. THE PROJECT SHALL PROVIDE A CONVEYANCE SYSTEM ALONG THE NORTH PROPERTY LINE OF PROPOSED LOT 7 TO CONVEY ANY RUNOFF
COMING FROM OFFSITE DURING STORM EVENTS.
10. EARTH SOLUTIONS NORTHWEST SHALL OBSERVE THE INFILTRATION SURFACE DURING CONSTRUCTION AND PROVIDE A LETTER TO THE CITY
AFTER CONSTRUCTION OF THE FACILITY STATING THAT THERE ARE NO MOUNDING CONCERNS.
11.A PUBLIC EASEMENT SHALL BE PROVIDED IN THE PROPOSED HAMMERHEAD TURNAROUND PORTION OF THE STORMWATER TRACT TO ALLOW
THE TURNING OF THE SEWER MAINTENANCE VEHICLES THAT WILL BE USED TO MAINTAIN THE SEWER MAIN ON TRACT B.
12. THE BOUNDARY OF THE TREE PROTECTION EASEMENT SHALL BE IDENTIFIED AND DELINEATED BY SIGNAGE AND FENCING CONSISTENT WITH
THE SIGNAGE AND FENCING STANDARDS OUTLINED FOR TREE PROTECTION TRACTS.
13. AN ARBORIST SHALL BE ONSITE DURING THE CONSTRUCTION OF FRONTAGE IMPROVEMENTS ALONG 156TH AVE SE TO ENSURE THE TREES TO
BE RETAINED WITHIN THE RIGHT-OF-WAY ARE PROTECTED DURING CONSTRUCTION OF THE FRONTAGE IMPROVEMENTS.
14.THE FRONT DOOR OF THE NEW HOME PROPOSED ON LOT 6 SHALL BE ORIENTED TOWARDS ROAD A AND VEHICULAR ACCESS FOR THE HOME
ON LOT 6 SHALL BE REQUIRED TO BE PROVIDED VIA THE SHARED DRIVEWAY (TRACT B). A NOTE TO THIS EFFECT SHALL BE RECORDED ON
THE FACE OF THE FINAL SHORT PLAT.
FIRE FLOW LIMITATION AND RESIDENTIAL FIRE SPRINKLER REQUIREMENTS:
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156TH AVE SE
NOT TO SCALE
30'
EX 14' PAVEMENT I 8' PAVEMENT
2%_
0.5'
R/W *TREE PROTECTION ZONE
_I SEE SHEETS 37 TO 39 FOR DETAILS.
*12'R/W
DEDICATION
*7.5'
*PLANTER
5'
1'
VARIES
SIDEWALK
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- - - - ---
- -GROUND
'-- CURB TO BE INSTALLED PER CITY OF RENTON STD PLAN 101 (TYP)
L7" COMPACTED DEPTH HMA CLASS B ASPHALT
1 1/2" COMPACTED DEPTH TOP COURSE
-4 1/2" BASE COURSE
COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS
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26.5' R/W 26.5' R/W
58' 13' 13' 8' 5'
SIDEWALK PLANTER PLANTER SIDEWALK
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1. AN APPROVED FIRE SPRINKLER SYSTEM IS REQUIRED FOR LOTS 1 THROUGH 6. 21
SOILS REPORT NOTES:
1. THE FOLLOWING SOILS REPORT FOR THE SITE SHALL BE
CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS:
SOILS REPORT: GEOTECHNICAL ENGINEERING STUDY
SUMPTER PROPERTY
PROJECT NUMBER: ES-3220.03
DATE: NOVEMBER 12, 2018
GROUNDWATER MOUNDING ANALYSIS
PROPOSED RESIDENTIAL DEVELOPMENT
PROJECT NUMBER: ES-3220.04
DATE: MARCH 26, 2019
PREPARED BY: EARTH SOLUTIONS NW, LLC
1805 136TH PLACE N.E., SUITE 201
BELLEVUE, WA 98005
(425) 449-4704
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE
THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE
OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE
PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING
CONSTRUCTION.
3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH
INFORMATION SHOWN ELSWHERE ON THESE DRAWINGS, OR WHICH
REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE
ATTENTION OF THE CITY AND ENGINEER FOR DETERMINATION.
4. A REPRESENTATIVE OF THE SOILS ENGINEER SHALL BE AVAILABLE TO
OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO
VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER
SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND
MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE
WITH THE RECOMMENDATIONS OF THE SOILS INVESTIGATION AND
THAT THE WORK WAS PERFORMED TO HIS/HER SATISFACTION.
5. THE SOILS ENGINEER SHOULD BE NOTIFIED AT LEAST FIVE (5)
WORKING DAYS PRIOR TO ANY SITE CLEARING OR GRADING.
6. SOILS PLACED IN STRUCTURAL AREAS SHOULD BE PLACED IN LOOSE
LIFTS OF 12 INCHES OR LESS AND COMPACTED TO A RELATIVE
COMPACTION OF 90 PERCENT, BASED ON THE LABORATORY MAXIMUM
DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHOD
(ASTM D-1557). FOR SOIL PLACED IN UTILITY TRENCHES
UNDERLYING STRUCTURAL AREAS, COMPACTION REQUIREMENTS ARE
DICTATED BY THE LOCAL CITY, COUNTY, OR UTILITY DISTRICT, AND IN
GENERAL ARE SPECIFIED AS 95 PERCENT RELATIVE COMPACTION.
STRUCTURAL FILL PLACED WITHIN THE UPPER 12 INCHES OF
SLAB -ON -GRADE AND PAVEMENT SUBGRADE AREAS SHOULD BE
COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 95 PERCENT.
4" THICK CEMENT
GENERAL SITE DEVELOPMENT NOTES:
CONCRETE " CRUSHEDDROCKK BASE
1. THE GENERAL CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE
9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE
APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE
SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY
RELATED CONSTRUCTION OPERATIONS.
OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE
PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE
2. GENERAL CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE
OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED
BEEN OBTAINED PRIOR TO COMMENCING WORK.
RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT
LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED.
3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO
10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL
CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER
ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING
THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF
EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON
ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE
RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING
CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS.
UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE
SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND
11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS.
WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF
BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE
AS -BUILT INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING
ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS
ENGINEERS, INC. AT COMPLETION OF PROJECT.
SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE CITY AND BARGHAUSEN
CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO
12. GENERAL CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR
PROCEEDING WITH CONSTRUCTION.
TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING
CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BCE.
4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE
DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE
PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A
15'
CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE
RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF
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CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT
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ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE
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CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE
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DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES.
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5. IT SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY TO NOTIFY THE
APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION.
2" TOP COURSE
6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF
4" BASE COURSE
INSPECTION S
THE .OF PRIVAT
15' ACCESS ROAD
EILL THEE
ACCOMPL SH DGBY AS EDICTIONPREESENTATIVE OF THE OWNERS T SHALL
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN
ADVANCE OF BACKFILLING ALL CONSTRUCTION.
NOT TO SCALE
7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR
SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND
ARRANGE ANY REQUIRED PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL
20'
PROVIDE 72 HRS MIN. ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND
ENGINEER OF PRE -CONSTRUCTION MEETINGS.
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8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY
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AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR
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CTION FOR
ANY OTHER AGENCY HAVING DIEXCAVATION TRENCHING
PROCEDURES. THE CONTRACTOR ISRE PONSII BLE FORD
DETERMINING NG THE "MEANS
AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF
OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION
AND/OR TRENCHING PROCEDURES.
2" TOP COURSE
1 1 RECORD DRAWINGS AS BUILT
BENCHMARK
FOUND PUNCHMARK IN Y4„ BRASS FOUND PUNCHMARK IN 1Y"
DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4"
HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 N0. REVISION
NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82
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DRAWN. RK
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BY DATE APPR wP� BJT
SIDEWALK TO BE INSTALLED
PER CITY OF RENTON STD
PLAN 102 (TYP)
LOCAL ACCESS �6"
COMPACTED DEPTH HMA CLASS B ASPHALT 4" THICK CEMENT
CONCRETE SIDEWALK WITH
NOT TO SCALE 1 1/2" COMPACTED DEPTH TOP COURSE 4" CRUSHED ROCK BASE
4 1/2" BASE COURSE
COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS
10' UTILITY EASEMENT
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4" THICK CEMENT
CONCRETE SIDEWALK WITH
4" CRUSHED ROCK BASE
34' TRACT
5' 5' 9.5' 9.5'
SIDEWALK PLANTER
i
1_5% I 2%
SHARED DRIVEWAY
NOT TO SCALE
TREE PROTECTION
FENCING AT MRPZ
5' SIDEWALK TO BE
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VARIES
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4 THICK CEMENT
CONCRETE SIDEWALK WITH 6" PVC
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TREE PROTECTION - WEST
NOT TO SCALE
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERIIGN_ NAVD,
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L6" COMPACTED DEPTH HMA CLASS B ASPHALT
1 1/2" COMPACTED DEPTH TOP COURSE
-4 1/2" BASE COURSE
COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS
CALL BEFORE YOU DIG:
1-800-424-5555
CITY OF
RENTON
Planning/Building/Public Works Dept.
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R-418802
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ASBUILT CONDITIONS OF
APPROVAL AND ROAD SECTIONS
EDENFIELD (SUMPTER) SHORT PLAT
MAINVUE WA LLC
1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004
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