HomeMy WebLinkAboutR-436312NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M.
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344.95
TOS: 347.10 cYj o " �b
\ = a FFE: 345.58 ° TOS: 347.03
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�• 5 FFE: 347.73 \/ o
v TOS: 344.95 ®� .
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v� \ FFE: 345.51 LU
TOS:344.88 \/ a FFE:347.73
° FFE:347.66 TOS:346.82 4
_ TOS: 346.75 o '
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TOS:345.95
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c FFE: 345.90 g . 6' FFE: 47.91 FFE: 47.91
FFE: 343.86 "' S 5� 52
TOS: 342.54 �� 5 58 ��rQ 5 9� 55 �Q69
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SEE ROAD AND o� i oooos�` n°`
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NOTES: LEGEND:
1. REFER TO GRADING ENLARGEMENTS FOR CURVE DATA. 5. ON -SITE SOILS MAY BE USED FOR STRUCTURAL FILL ONLY IF VISUALLY INSPECTED AND
APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER. ON -SITE SOILS SHALL BE FREE OF - - PROPERTY LINE BUILDING SETBACK LINE
2. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT ORGANIC MATERIAL AND COMPACTED PER THE REQUIREMENTS OF NOTE 3 ABOVE.
GEOTECHNICAL REPORT PREPARED BY EARTH SOLUTIONS NW, LLC, DATED JANUARY 29, - - ROW LINE TOS:345.27 TOP OF SLAB ELEVATION
2018. 6. ROADWAY CONTOURS ARE SHOWN HERE FOR REFERENCE. SEE ROAD AND STORM
DRAINAGE PLANS FOR ROAD GRADING AND SECTIONS. - ROW CENTERLINE FFE:345.90 FINISHED FLOOR ELEVATION
3. SUBGRADES SHALL BE OBSERVED AND TESTED BY THE PROJECT GEOTECHNICAL
1-01
CONSULTANT PRIOR TO PLACEMENT OF FILL, BASE COURSES, OR FOUNDATION FORMS AND 7. REFER TO LANDSCAPE PLANS FOR WALL TYPES AND MATERIALS. UNIT LOT NUMBER
REINFORCING.
8. BUILDING FINISH FLOOR ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. SEE ARCHITECT'S 362 PROPOSED CONTOUR
4 UNIFORMSTRUCTURAL FILL SHALL BE PLACED IN TH C NESS AND COMPACTED TO A MINIMUM OF 95% 0 FOIIPLANS FOR FINAL ELEVATIONS.
THE SOIL MAXIMUM DRY DENSITY 3A666 FINISHED GRADE SPOT ELEVATION
ACCORDING TO ASTM D-695 (MODIFIED PROCTOR). THE PROJECT GEOTECHNICAL ENGINEER 9. CONTRACTOR SHALL VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY
SHALL INSPECT AND APPROVE THE PREPARED SUBGRADE PRIOR TO FILL PLACEMENT. DISCREPANCY PRIOR TO CONSTRUCTION.
• Call 811
• • two business days
before you dig
2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL
1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL
0 CIVIL CONSTRUCTION PERMIT
NO. REVISION
SURVEYED:
ZLN
DESIGNED:
MDR
JSF
12/8/2025
JSF
JSF
08/31/2025
JSF
DRAWN: RAG
MDR
05/27/20241
JSF
CHECKED:
MNIF
BY
DATE
APPR
APPROVED:
JSF
CURVE C
BOC EL
PC
STA 29+82.00, 8.00' LT (ALLEY A)
343.77
1 /4
343.74
1 /2
343.65
3/4
343.55
PT
STA 44+54.45, 8.00' LT (ALLEY B)
343.50
0=
90°00'00" R= 10.00'
L= 15.71'
CURVE C
BOC EL
PC STA 30+18.00, 8.00' LT (ALLEY A)
343.21
1 /4
343.32
1 /2
343.47
3/4
343.63
PT STA 44+54.45, 8.00' LT (ALLEY B)
343.81
0= 90°00'00" R= 10.00' L= 15.71'
CURVE 0
BOC EL
PC
STA 45+68.47, 8.00' LT (ALLEY B)
345.21
1 /4
345.42
1 /2
345.46
3/4
345.60
PT
STA 69+82.00, 8.00' RT (ALLEY D)
345.79
0=
90°00'00" R= 10.00'
L= 15.71'
CURVE C
BOC EL
PC STA 69+82.00, 8.00' LT (ALLEY D)
345.79
1 /4
345.73
1 /2
345.70
3/4
345.79
PT STA 46+04.47, 8.00' LT (ALLEY B)
345.73
0= 90000,001, R= 10.00' L= 15.71'
R-43631 2
S IN COMPLIANCE WITH CITY OF RENTON STANDARDS
�@S�r
DEVELOPMENT ENGINEERING
HBray 12/31 /2025
39847 1601 5th Avenue, Suite 1600
0 10, 20' 40' 'I'o�y �EGIST~;g��`�4 Seattle, WA 98101
IONAL E206.622.5822
1 inch = 20 feet 12/09/2025 www.kpff.com
SCALE: DATE.
"°KRONA. NAD 1983/1991 CITY OF SOLERA TOWNHOMES 05/30/202,
RENTON 2842 NE SUNSET BLVD FlELDBOOK:
A94' RENTON, WA 98056 WING NO:
ONE INCH DATUM •
AT FULL SCALE Planning/Building/Public Works Dept. C5.00
IF NOT O
SCALE ACCORDINGLY NE INCH BLOCK C GRADING PLAN
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