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PROJECT MANAGER FOR 1, I'm
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AVE NE WAS NOT A GRIND 1A
ANVERLAY.. i I� 11 1 11 ININE! 11 11 . •:�
COMPLETE EHIh• --�I . ,REPLACEMENT WHICH IS �L' -PERMEABLE
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WHAT IS REFLECTED IN
is'''1 ,1341.55 PAVERS
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341.85
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THE BOND QUANTITY
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CB T-1
RIM (SO ID)=341.60
12" PVC (S)=337.25'
12" CON (N)=337.15'
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CB (TYPE 1)
IM=340.52'
E(E) 12" CPEP=337.12'
x x x x z � �. CB �T E 1) -90°00 0" R M (340.08'
1 1 x x x x x IM-3 _ 340.03 I c� E( ) 12" CPEP=337.08'
I (SW j 18" EP=334.89' R=25.
o $,. IE ( ) 12" PVC=337.08'
FP 63°.16 16" 27 341 W IE ( 12" PVC=336.98'
CON 5234- SUNSET / CB (TYPE 1-SOLID)
GUTTER P x x L=27.61 R=129.0 RIM=340.97'
STAN D = 339.41 339. 1 IE (N) 12" PVC=336.87'
s�o cn o IE (S) 18" CPEP=336.42'
CB (TYPE 1)
RIM=338.50' wv �° I G N 9°24 OAE 150.86 HELD PEF R2 G CD
IE(SE) 18" EP=334.70' J G �`r%L sLH
l� � UP UP
IE(E) 18" C P=334.65' `P j sew. P�RDS Y U P UP UP UP UP Ll TYP U11 U / 1 �U o o o
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SUNSET LN NE )wV FOUND DISK
IN CASE
SS DISK
SD M H
RIM=338.14'
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IE(SW) 18" CPEP=330.54'
W
IE(SE) 18" CPEP=330.59'
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SS
SUNSET
L N N E
IE(NW) 18" CPEP=333.24'
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SSMH
FOUND MON IN CASE
RIM=338.25'
SSMH
BRASS DISK
DOWN 0.5'
CENTER OF 12"
CONC
RIM=338.34'
CHANNEL(W&E)=327.15'
CENTER OF 12" CONC
INLET (TYPE 2)
CHANNEL(SW&E)=325.94'
IE (N) 8" PVC=328.79'
RIM=338.04'
IE(NW) 8" CONC=331.14'
IE(W) 18" CPEP=330.99'
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IE(SE) 8" CONC=334.34'
IE(E) 18" CPEP=330.99'
co erra
ENGINEERING PLLC
321 3rd Ave South, Suite 406
Seattle, Washington 98104
ph 206.596.7115
coterraengineering.com
SS
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SS S S S SS S
SD
S
SSMH
RIM=339.48'
CENTER OF CONC
CHANNEL=327.73'
SDMH
(12" W&E)(8"N)
RIM=339.46'
IE
(E)18" CPEP=332.81'
IE
(N 18" CPEP=335.56'
IE
(W 18" CPEP=332.76'
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CB (TYPE 1-SOLID)
RIM=339.58'
It (N) 1 t5 C F tF =SS5.5 5
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DATUM
NAVD 88
LEGEND
VEHICULAR PERMEABLE PAVERS 6
--j REFER TO LA PLANS FOR FINISH C6.
PERMEABLE PAVERS 6
REFER TO LA PLANS FOR FINISH C6.
ASPHALT CONC. PAVEMENT 4
C6. 6
PERMEABLE ASPHALT CONC. PAVEMENT C6.
PERMEABLE CEM. 6
CONC. SIDEWALK C6.
CEM. CONC. PAVEMENT 3 5
C6. C6.
CONC CURB AND GUTTER
C6.
- - - SAWCUT LINE
6
ADA LOADING STRIPING C6.
5 2
ADA SYMBOL C6. C6.
WHEEL STOP 3
o C6.
GRIND AND 2" HMA 4
x x x OVERLAY PER COR
STANDARDS C6.
NOTES
1. AN AUTOCAD FILE WILL BE PROVIDED TO THE CONTRACTOR FOR LAYOUT.
2. COORDINATE WORK WITH ARCHITECTURAL AND LANDSCAPE ARCHITECTURAL DRAWINGS.
3. SEE ARCHITECTURAL SITE PLAN FOR ADDITIONAL SITE INFO.
4. SEE SHEET C1.0 AND C1.1 FOR GENERAL NOTES.
5. ALL LANDSCAPE AREAS SHALL HAVE SOIL AMENDMENTS IN ACCORDANCE WITH COR
REQUIREMENTS AND STD PLAN 264, DETAIL 5 SHEET C6.5.
GRADING NOTES
1. ALL EARTHWORK AND SUBGRADE PREPARATION SHALL BE PERFORMED IN ACCORDANCE WITH
THE REQUIREMENTS AND RECOMMENDATIONS OF THE GEOTECHNICAL REPORT PREPARED
FOR THIS PROJECT.
2. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF ALL
SURFACING MATERIALS.
3. GRADE ALL AREAS TO PROVIDE DRAINAGE AWAY FROM THE BUILDING. FINE GRADE AREAS
TO DIRECT DRAINAGE TO DRAINAGE STRUCTURES.
4. WALKWAYS SHALL HAVE MAXIMUM LONGITUDINAL SLOPE OF 5% AND MAXIMUM CROSS SLOPE
OF 2%.
5. IMPORTED FILL MATERIAL SHALL BE OBTAINED FROM A WASHINGTON DEPARTMENT OF
TRANSPORTATION APPROVED SOURCE. SUBMIT CERTIFICATE 14 DAYS PRIOR TO
CONSTRUCTION.
/ IE (W),�1b AC,P�T�,5,4CT 0 N
RECORD DRAWING
THE INFORMATION ON THIS DRAWING
INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED UPON
UTILITY AS -BUILT SURVEY PREPARED BY
D.R. STRONG CONSULTING ENGINEERS
INC., DATED 12/10/21, AND
TRANSFERRED TO THE REPRODUCIBLE
DRAWINGS BY THE ENGINEER.
SURVEYED: SCALE:
1"=20• VERTICAL CITY O F
HORIZONHORIZONTAL,NAD AD 1983/183/1991
DESIGNED: HS
DRAWN: HS RENTON
ONE INCH DATUM
CHECKED: PA AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY
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R-412709 z
IN COMPLIANCE WITH CITY OF RENTON STANDARDS w
SUNSET OAKS APARTMENTS
SUNSET LANE NE, RENTON, WA
PAVING AND GRADING PLAN
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DATE:
10/5/20
FIELDBOOK:
PAGE:
z
DRAWING NO:
C3.0
SHEET: 9 OF:36