HomeMy WebLinkAboutT-392301I
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INSTALL 4' HIGH BLACK VINYL
CHAIN LINK FENCE PER WSDOT
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STD PLAN L-20.10-03 ON TOP
OF TRAFFIC BARRIER. TRAFFIC
BARRIER DESIGNED PER
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RETAINING WALL PLANS.
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20' MAX HIGH
0-
0-RETAINING
REINFORCED CONCRETE
WALL
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- - - EX GRADE
26.5'
5' 2' ± 13'
WALK w
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2'-8" a_ 0. 5' VERTICAL CONC.
MIN. CURB & GUTTER
2%
45
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J 4" THICK CEMENT
1.33' WALL CONCRETE SIDEWALK WITH
4" CRUSHED ROCK BASE.
WALK TO BE EXTENDED AND
POURED FLUSH WITH TRAFFIC
BARRIER.
53' R/W
1
113
ASBUILT ROAD SECTIONS
FOR
ALL UlM AT TIFFANY PARK
PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21,
TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON
0.5'
26.5'
8' 5'
-1.
PLANTER SIDEWALK
1'
2%
L4" 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
RESIDENTIAL ACCESS
ROAD A, STATION 24+22.00 TO 25+65.00
53' R/W
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13'
6' PARKING _I
LANE
0.5' VERTICAL CONC.
CURB & GUTTER
-2%
2%_
13'
8'
0. 5' PLANTER
5'
SIDEWALK
NOTE:
ALL RETAINING WALLS/ROCKERIES OVER 4FT IN
HEIGHT FROM THE FOOTING TO THE TOP OF THE
WALL WILL REQUIRE AND BE REVIEWED UNDER A
SEPARATE BUILDING PERMIT
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FINISHED
HOMESITE GRADErf
REAR/SIDE YARD
FENCE
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1' MIN
ROCKERY RETAINING WALL
(GEOTECHNICAL DESIGN REQUIRED)
' �''>X1 XI —ALL RETAINING WALLS SHALL INCLUDE
BEARING PAD ELEVATION A FOOTING DRAIN CONNECTED TO THE
4" THICK CEMENT ] *MINIMUM ROADWAY CROSS SECTION NOTE:
CONCRETE SIDEWALK WITH 4" COMPACTED DEPTH HMA CLASS B ASPHALT 4" MIN HMA OVER 6" MIN CRUSHED ROCK
4" CRUSHED ROCK BASE
1 1/2" COMPACTED DEPTH TOP COURSE
4 1/2" BASE COURSE
20' COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS
*MINIMUM ROADWAY CROSS SECTION NOTE:
4" MIN HMA OVER 6" MIN CRUSHED ROCK
20' SHARED DRIVEWAY
NOT TO SCALE
15'
SOILS REPORT NOTES:
PRIVATE ROOF & FOOTING DRAIN STUBS HOME
PROVIDED TO EACH HOMESITE, UNLESS FOUNDATION
ANOTHER CONNECTION POINT IS SHOWN. WALL
CONSTRUCTION NOTE:
THIS DETAIL IS TO BE USED FOR WALL PLACEMENT �
ONLY. FOR CONSTRUCTION PLEASE REFERENCE THE
NATIVE CUT ROCKERY RETAINING WALL PER DETAIL BEARING PAD ELEVATION
TYPICAL ROCKERY SHEET 43 PREPARED BY EARTH SOLUTIONS NW.
REAR/SIDE YARD WALL CONSTRUCTION NOTE:
NOT TO SCALE
GENERAL SITE DEVELOPMENT NOTES:
THIS DETAIL IS TO BE USED FOR WALL PLACEMENT
ONLY. FOR CONSTRUCTION PLEASE REFERENCE THE
LOCK+LOAD RETAINING WALL PER DETAIL SHEET
PREPARED BY OTHERS.
TYPICAL LOCK + LOAD
SIDE YARD WALL
NOT TO SCALE
HOME
FOUNDATION
WALL
L BEARING PAD ELEVATION
— INSTALL 8" POST SLEEVES FOR FENCE
- LOCK+LOAD RETAINING WALL
(GEOTECHNICAL DESIGN REQUIRED)
r GEOGRID PER
/ GEOTECHNICAL DESIGN
ALL RETAINING WALLS SHALL INCLUDE
A FOOTING DRAIN CONNECTED TO THE
PRIVATE ROOF & FOOTING DRAIN STUBS
PROVIDED TO EACH HOMESITE, UNLESS
ANOTHER CONNECTION POINT IS SHOWN
NOTE:
WALLS TO BE CONSTRUCTED FROM TOP OF
WALL ELEVATION PER PLAN. TOTAL BURY
BELOW BEARING PAD ELEVATION WILL BE
DEPENDENT UPON PANEL HEIGHT AND
NUMBER OF PANELS.
RESIDENTIAL ACCESS 1. THE FOLLOWING SOILS REPORT FOR THE SITE SHALL BE 1. THE GENERAL CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES 8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE
CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND
NOT TO SCALE SE 18TH ST, 124TH PL SE & ROAD A DURING THE RELATED CONSTRUCTION OPERATIONS. REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR
L-4" 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
TRACT N, P, & Q
T UI'9JL I..V VI\JL
GRAVEL ACCESS ROAD
NOT TO SCALE
20'
*MINIMUM ROADWAY CROSS SECTION NOTE:
4" MIN HMA OVER 6" MIN CRUSHED ROCK
20' SHARED DRIVEWAY
NOT TO SCALE
EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS
SOILS REPORT: GEOTECHNICAL ENGINEERING STUDY ALLURA
2.
GENERAL CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS
RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED
AT TIFFANY PARK
HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK.
TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL
PROJECT NUMBER: ES-3633.03
AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION
DATE: NOVEMBER 11, 2016
3.
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
AND/OR TRENCHING PROCEDURES.
LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO
3 TA(k
PREPARED BY: EARTH SOLUTIONS NW, LLC
CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES
9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
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1805 136TH PLACE NORTHEAST, SUITE 201
OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE
ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT,�✓c
BELLEVUE, WASHINGTON 98005
UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND
FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE,
(425) 449-4704
SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE
HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN
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SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN
CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE
2.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE
ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN
CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT
VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE
MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE
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THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE
BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING
FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED.
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OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE
ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC
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SSONA L ECG\
PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING
CONSTRUCTION.
RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE
10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO
10'
CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS,
PROTECT ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES
11/20/201
3.
ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH
INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
INFORMATION SHOWN ELSWHERE ON THESE DRAWINGS, OR WHICH
CONSTRUCTION.
PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN
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REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE
OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR
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ATTENTION OF THE ENGINEER FOR DETERMINATION.
4.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE
NOT SHOWN ON THE PLANS.
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DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK
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4.
A REPRESENTATIVE OF THE SOILS ENGINEER SHALL BE AVAILABLE TO
SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE
11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB
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OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO
CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE
SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH
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VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER
SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S
RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO
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SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND
RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF
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MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE
PROJECT.
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4" COMPACTED DEPTH HMA CLASS B ASPHALT
WITH THE RECOMMENDATIONS OF THE SOILS INVESTIGATION AND
CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
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THAT THE WORK WAS PERFORMED TO HIS/HER SATISFACTION.
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO
12. GENERAL CONTRACTOR SHALL OBTAIN SERVICES OF A
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1 1/2" COMPACTED DEPTH TOP COURSE
COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN
LICENSED LAND
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4 1/2" BASE COURSE 5.
THE SOILS ENGINEER SHOULD BE NOTIFIED AT LEAST FIVE 5
()
FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES.
SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW
IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC
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WORKING DAYS PRIOR TO ANY SITE CLEARING OR GRADING.
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PLAN FILES PROVIDED BY BCE.
- COMPACTED SUBGRADE, FREE OF FINE
GRAINED OR ORGANIC SOILS
5.
IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY
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6.
SOILS PLACED IN STRUCTURAL AREAS SHOULD BE PLACED IN LOOSE
THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION.
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LIFTS OF 12 INCHES OR LESS AND COMPACTED TO A RELATIVE
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COMPACTION OF 90 PERCENT, BASED ON THE LABORATORY MAXIMUM
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INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A
-
TRACT 0
DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHOD
REPRESENTATIVE OF THE GOVERNING JURISDICTION. INSPECTION OF
(ASTM D-1557). FOR SOIL PLACED IN UTILITY TRENCHES
PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF
UNDERLYING STRUCTURAL AREAS, COMPACTION REQUIREMENTS ARE
DICTATED BY THE LOCAL CITY, COUNTY, OR UTILITY DISTRICT, AND IN
THE OWNER. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO
NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
CITY OF RENTON
`rd.
GENERAL ARE SPECIFIED AS 95 PERCENT RELATIVE COMPACTION.
CONSTRUCTION.
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STRUCTURAL FILL PLACED WITHIN THE UPPER 12 INCHES OF
E�)EPAFiTMENT OF PUBLIC WORKS
2
SLAB -ON -GRADE AND PAVEMENT SUBGRADE AREAS SHOULD BE
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COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 95 PERCENT.
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PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE
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CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION
APPROVED BY DATE
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PERSONNEL AND ARRANGE ANY REQUIRED PRE -CONSTRUCTION
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MEETING(S). CONTRACTOR SHALL PROVIDE 72 HRS MIN. ADVANCE
APPROVED BY DATE
A'
NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF
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PRE -CONSTRUCTION MEETINGS.
APPROVED BY DATE
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APPROVED BY DATE l7
DATE -
VERTICAL:
%
SURVEYED: SCALE: VERTICAL: NAVD 1988
DESIGBNCED: HORIZ: 1 "=50' HORIZONTAL: NAD 1983/1991 ,6R
CITY O F ROAD SECTIONS 11 /20/2018 m
BJT VER: 1 "=5'R E N T O N ASBUILT - ALLURA AT TIFFANY PARK PA�°B°°K O
DRAWN:
2 REVISED PER CITY COMMENT BK 1/20/1 BJT RAG MAINVUE WA, LLC DRAWING NO:
I ONE INCH I DATUM W
1 ASBUILT BK 11/2/18 BJT CHECKED: g� g� P 1110112TH AVE NE SUITE 202
AT FULL SCALE Plonnin Buildin Public Works Dept. U
RAG IF NOT ONE INCH 7
NO. REVISION BY DATE APPR APPROVED: BJT°' SCALE ACCORDINGLY BELLEVUE, WA 98004 SHEET: OF
16 68 pp
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