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u1ri 1 PSP&L EASEMENT FOR ELECTRIC TRANSMISSION
AND/OR DISTRIBUTION SYSTEM REC. NO. 89062604
o C 1 OVER A PORTION OF LOT 2, CITY OF RENTON LOT 1
9100014 ?^to
ADJUSTMENT NO. 001-86, REC. NO. 8609179004
(A ...AS CONSTRUCTED. OR TO BE CONSTRUCTED.
LEGEND -
EXISTING
CONTROL POINT (AS NOTED)
BUILDING LINE
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REBAR (FOUND AS NOTED)
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PROPOSED BUILDING: I I
6" CONCRETE
4" CRUSHED SURFACING
I TOP COURSE I I
FINISHED GRADE
FINISHED GRADE
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ASPHALT MIX � PAVEMENTUT
5.91 CONCRETEJ L 6" CRUSHED
WALKWAY SURFACING
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TOP COURSE STRUCTURAL FILL AS NEEDED.
MINIMUM THICKNESS 6", SEE
EXISTING GRADE
SEE SUBBASE AND SITE SUBBASE AND SITE PREPARATION
PREPARATION NOTES. NOTE 6.
� ASPHALT PAVEMENT AND SUBGRADE DETAILS
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SUBGRADE & SITE PREPARATION NOTES
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PER GEOTECHNICAL ENGINEERING REPORT PREPARED BY S&EE, DATED 3/7/2017
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GRASS
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1. ALL LOOSE AND SILTY MATERIALS SHOULD BE REMOVED FROM SUBGRADE
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PRIOR TO PLACEMENT OF BEDDING MATERIAL IF SOFT SILTY SOILS ARE
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ENCOUNTERED, IT MAY BE REQUIRED TO LAY DOWN A 12 TO 18 INCHES THICK
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LAYER OF QUARRY SPALLS AND INSTALL A LAYER OF 4 TO 6 INCHES THICK
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CLEAN CRUSHED ROCK (1-1/4-) ON TOP.
2. AREAS OF PROPOSED BUILDING AND PAVEMENT BE STRIPPED OF ASPHALT.
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ALL EXISTING UNDERGROUND UTILITIES SHOULD ALSO BE REMOVED. AFTER
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STRIPPING AND EXCAVATION, SUBGRADES OFSLABS, PAVEMENT, OR AREAS TO
RECEIVE NEW FILL SHOULD BE THOROUGHLY PROOF -ROLLED USING HEAVY
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CONSTRUCTION EQUIPMENT.
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3. IF THE SUBGRADE IS WET AND PROOF ROLLING IS NOTFEASIBLE, THE AREA
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SHOULD BE PROBED USING A STEEL BAR SO AS TO AVOID DISTURBANCE AND
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RUTTING OF THE SUBGRADE SOILS. AREAS WHICH ARE FOUND TO BE LOOSE
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OR SOFT, OR WHICH CONTAIN ORGANIC SOILS SHOULD BE OVER -EXCAVATED.
IT IS OUR EXPERIENCE THAT VERY SOFT SUBGRADE CAN BE STABILIZED WITH
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2 FEET OF OVER -EXCAVATION AND BACKFILL WITH STRUCTURAL FILL OVER A
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LAYER OF GEOTEXTILE.
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4. THE OWNER'S TECHNICAL REPRESENTATIVE WILL OBSERVE THE PROOF -ROLLING
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AND/OR PERFORM PROBING TO ASSIST IN EVALUATING THE OVER -EXCAVATION
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AND BACKFILL REQUIREMENTS.
5. AFTER STRIPPING, OVER -EXCAVATION AND EXCAVATION TO THE DESIGN
GRADE, THE TOP 12 INCHES OF THE SUBGRADE SOIL SHOULD BE
MOISTURE -CONDITIONED TO +/-2% FROM IT OPTIMUM MOISTURE CONTENT
SEE SHEET L1.2 FOR LANDSCAPE SECTIONS
AND THEN RE -COMPACTED TO A FIRM AND NON -YIELDING CONDITION OR AT
LEAST 95% OF THEIR MAXIMUM DRY DENSITY AS DETERMINED USING ASTM
D-1557 TEST PROCEDURES (MODIFIED PROCTOR TEST).
SEE STRUCTURAL FOR SLAB-ON-GADE
6. STRUCTURAL FILL SHOULD BE FREE OF ORGANIC AND FROZEN MATERIAL AND
AND SUBBASE DETAILS UNDER THE BUILDING
SHOULD CONSIST OF HARD DURABLE PARTICLES, SUCH AS SAND, GRAVEL, OR
QUARRY -PROCESSED STONE. THE ONSITE GRANULAR FILL SOILS ABOVE THE
DEPTH OF 5 FEET ARE SUITABLE ON A SELECT BASIS. THE NATIVE SOILS
BELOW ARE SILTY IN NATURE AND SHOULD NOT BE USED. SUITABLE
IMPORTED STRUCTURAL FILL MATERIALS INCLUDE SILTY SAND, SAND, MIXTURE
OF SAND AND GRAVEL, RECYCLED CONCRETE, AND CRUSHED ROCK. ALL
STRUCTURAL FILL MATERIALS SHALL BE APPROVED BY THE OWNER'S
TECHNICAL REPRESENTATIVE PRIOR TO USE.
SOIL TYPE NOTE
PER GEOTECHNICAL ENGINEERING REPORT PREPARED BY S&EE, DATED 3/7/2017,
THE FIRST 5 TO 6 FEET BELOW EXISTING GRADE IS ANTICIPATED TO BE FILL WITH
LOOSE TO MEDIUM DENSE, SAND, SILTY SAND AND SILT. IF OTHER CONDITIONS
ARE ENCOUNTERED, CONTACT THE GEOTECHNICAL ENGINEER OF RECORD.
SCALE: 1 " = 10"(H) - 1 " = 5' (V)
SURVEYED: SCALE:
AALA HORIZONTAL: NAD 19 3/1991
DESIGNED: AS NOTED
GXLE
DAWN` SGR
ONE INCH DATUM
CHECKED: AGC AT FULL SCALE
IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED:AGC SCALE ACCORDINGLY
DISTURBED AREA: 17,879 SQUARE FEET (0.41 ACRES) 111111
17 - ll•IB
CITY OF
RENTON
Planning/Building/Public Works Dept
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GPI\ BEFORE YIii
OG�c CALL BEFORE YOU DIG
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Call: TOLL FREE
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1-800-424-5555 uJ
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
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DEVELOPMENT ENGINEERING J
rnair 11/30/2018 01 z
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® ODAVID EVANS
ANDASSOCIATES INC.
14432 SE Eastgate Way, Suite 400
Bellevue Washington 98007
0
W
KING COUNTY REGIONAL DATE. 1/3/2018 z
AFIS LAB REPLACEMENT FIELDBOOK:
PAGE: O
DRAWING NO: U
GRADING AND PAVING PLAN C6.0 CD
z
SHEET: OF:
12 135 Y
R-39941 1