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8' _I_ 8' _I 1_5' BIKE LANE
WALK PLANTER
VERTICAL CONIC.
CURB & GUTTER
ASBUILT ROAD SECTIONS
OF
FOREST TERRACE PLAT
A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
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40.5' R/W EX 30'
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11' LANE 6' EX 19'f 5'f EX 5' WALK
0.5'
0.5'
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- - - -
4" THICK CEMENT_]
CONCRETE SIDEWALK WITH 6" COMPACTED DEPTH HMA CLASS B ASPHALT
4" CRUSHED ROCK BASE
1 1/2" COMPACTED DEPTH TOP COURSE
4 1/2" BASE COURSE
COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS
UNION AVE NE
NOT TO SCALE
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53' R/W
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26.5'
R/W
26.5' R/W
5
8' 1
13'
13'
WALK
PLANTER
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1,
0.5'
MqX
VERTICAL CONC.
1.5%_
CURB & GUTTER
27. 2%
4"
THICK CEMENT
CONCRETE
SIDEWALK WITH
6" COMPACTED DEPTH HMA CLASS
B ASPHALT
4" CRUSHED
ROCK BASE
1 1/2" COMPACTED DEPTH TOP COURSE
4 1/2" BASE COURSE
COMPACTED SUBGRADE, FREE OF FINE GRAINED
OR ORGANIC SOILS
RESIDENTIAL ACCESS
NOT TO SCALE
5.5' 20'
3.0' 2.5' 1 0.0'
I
BEAM GUARDRAIL
TYPE 31
*MINIMUM ROADWAY CROSS SECTION NOTE:
4" MIN HMA OVER 6" MIN CRUSHED ROCK
TRACT A
20' ACCESS ROAD
NOT TO SCALE
8'
PLANTER
5'
WALK
1'
*MINIMUM ROADWAY CROSS SECTION NOTE:
4" MIN HMA OVER 6" MIN CRUSHED ROCK
WIDTH VARIES
2.6' MINIMUM BETWEEN RETAINING WALL/EOA
0.5' MIN BETWEEN VAULT/EOA
10.0' KEYSTONE RETAINING
WALL (TYP)
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
BENCHMARK
FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN
DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE
0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017)
HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11)
NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30
1 1 RECORD DRAWINGS AS BUILT
Me
REVISION
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15'
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15' ACCESS ROAD
NOT TO SCALE
26.5' R/W
5' 8'
WALK PLANTER
5'
IT
CONCRETE SIDEWALK WITH
4" CRUSHED ROCK BASE
53' R/W
13'
VERTICAL CONC.
CURB & GUTTER
4%_
26.5' R/W
\-VERTICAL CONC.
6" COMPACTED DEPTH HMA CLASS B ASPHALT CURB &GUTTER
-1 1/2" COMPACTED DEPTH TOP COURSE
4 1/2" BASE COURSE
RESIDENTIAL ACCESS - PSP+L EASEMENT
NOT TO SCALE
SOILS REPORT NOTES:
GENERAL SITE DEVELOPMENT NOTES•
1. THE FOLLOWING SOILS REPORT FOR THE SITE SHALL BE
1.
THE GENERAL CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES
TRENCHING PROCEDURES.
CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS:
OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE
DURING THE RELATED CONSTRUCTION OPERATIONS.
9.
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT,
SOILS REPORT: GEOTECHNICAL REPORT FOREST TERRACE
2.
GENERAL CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS
FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE,
(VANDERMAY)
HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK.
HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN
PROJECT NUMBER: T-7677
CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE
DATE: JULY 19, 2017
3.
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY
'
LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO
INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE
CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES
FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED.
PROTECTED SLOPE ANALYSIS
GEOTECHNICAL REPORT FOREST TERRACE
OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE
(VANDERMAY)
UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND
10.
PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO
SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE
PROTECT ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES
PROJECT NUMBER: T-7677
SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE
DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DATE: JUNE 18, 2018
APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN
PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN
VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE
OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT
RESPONSE TO COMMENTS
BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING
SHOWN ON THE PLANS.
GEOTECHNICAL REPORT FOREST TERRACE
ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC
(VANDERMAY)
RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE
11.
TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB
PROJECT NUMBER: T-7677
CONTRACTOR SHALL CONSULT THE CITY AND BARGHAUSEN CONSULTING
SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH
DATE: AUGUST 14, 2018
ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING
RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO
WITH CONSTRUCTION.
BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT.
PREPARED BY: TERRA ASSOCIATES, INC.
12220 113TH AVENUE NE, SUITE 130
4.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE
12.
GENERAL CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND
KIRKLAND, WASHINGTON 98034
DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK
SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW
(425) 821-7777
SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE
IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC
CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE
PLAN FILES PROVIDED BY BCE.
SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE
RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE
OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE
CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO
CONSTRUCTION.
COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN
FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES.
3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH
INFORMATION SHOWN ELSWHERE ON THESE DRAWINGS, OR WHICH
5.
IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY
REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE
THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION.
ATTENTION OF THE CITY AND ENGINEER FOR DETERMINATION.
4. A REPRESENTATIVE OF THE SOILS ENGINEER SHALL BE AVAILABLE TO
6.
INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A
OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO
REPRESENTATIVE OF THE GOVERNING JURISDICTION. INSPECTION OF
VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER
PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF
SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND
THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY
MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE
THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
WITH THE RECOMMENDATIONS OF THE SOILS INVESTIGATION AND
CONSTRUCTION.
THAT THE WORK WAS PERFORMED TO HIS/HER SATISFACTION.
7.
PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE
5. THE SOILS ENGINEER SHOULD BE NOTIFIED AT LEAST FIVE (5)
CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION
WORKING DAYS PRIOR TO ANY SITE CLEARING OR GRADING.
PERSONNEL AND ARRANGE ANY REQUIRED PRE -CONSTRUCTION
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MEETING(S). CONTRACTOR SHALL PROVIDE 72 HRS MIN. ADVANCE -
6. SOILS PLACED IN STRUCTURAL AREAS SHOULD BE PLACED IN LOOSE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF
LIFTS OF 12 INCHES OR LESS AND COMPACTED TO A RELATIVE PRE -CONSTRUCTION MEETINGS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS
COMPACTION OF 90 PERCENT, BASED ON THE LABORATORY MAXIMUM
DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHOD 8, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE Q
(ASTM D-1557). FOR SOIL PLACED IN UTILITY TRENCHES SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND J
UNDERLYING STRUCTURAL AREAS, COMPACTION REQUIREMENTS ARE REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR
DICTATED BY THE LOCAL CITY, COUNTY, OR UTILITY DISTRICT, AND IN EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS
GENERAL ARE SPECIFIED AS 95 PERCENT RELATIVE COMPACTION. RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED W
STRUCTURAL FILL PLACED WITHIN THE UPPER 12 INCHES OF TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL U 0)
SLAB -ON -GRADE AND PAVEMENT SUBGRADE AREAS SHOULD BE AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR Q 00
COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 95 PERCENT. r
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TJS 1/12/22 BJT suRVEym: SCALE DATE
N/A HORIZONTAL- � igaviga, ASBUILT ROAD SECTIONS 2/7/2022 � m
TJS CITY OF DESIGNED: RENTON FOREST TERRACE nPLAT
I LA T FIM BOOK: cr OO DRAW PRIM TJS ONE INCHNkmw PULTE GROUP, I I V C DRAWING NO: w
DATU M
CHECKED: BJT AT FULL SCALE Planning/Building/Public Works Dept. 3535 FACTORIA BLVD S.E., #600 DC U
IF NOT ONE INCH
BY DATE APPR BJT BELLEVUE, WA 98006 13 gg
APPROVED: SCALE ACCORDINGLY SHEET: OF: O
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