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THiCK:CONCRET
470 THJND�GO.UT : I1
F o4 w y:PNk :►I. :
tA .. I :
IMPERVIOUS LEGEND
LAYER QUANTITY
T!X�rl \ \ .
*80,255 SF
f� W�FI�LD�
. .
3,962 SF
:'FjE;INFIEED. ;•'. '•';
*8,185 SF
NKWOI ELD;•'. •'•'.
3,288 SF
!�
3,795 SF
�.. W-N.c 'vTk ; '°:
815 SF
ASPHALT
351 SF
TOTAL NEW & REPLACED IMPERVIOUS: 12,211 SF
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CC)IT �� I �' °a MAINTENANCE AS REMOVAL AND REPLACEMENT
T T:
II\\TV \\ 1$ KVG THE I IE xY Q
I \ \ I II : k : I I ` ` SY<E LAid NS' I� I\ \ \ \ I OF MATERIALS DOWN TO SUBGRADE ARE NOT
I� \ 4147.90 I J
1 r� OCCURRING. SEE LANDSCAPE PLANS FOR FIELD
ly Q�47.81 \ \ 47 I: I:::: I\ \ F\RC \ D1\\01� 1��1E Q \ \ \ I�I�\ \i
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\ LO 9ED� \R4 USE SHALL m m I ISTU B D. SEE LA / I x I I x x x
�� �I ` \ �0 \ABA' E�IN PLACE ( ) ` ` �'` `� \ m\ \ \ �\ \ \ �� �� m\ \ \ �\ \ m� \ \ \ \ \ I\ \ \ \ I\ \ \ I j
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LEGEND
PROPERTY LINE
N 7933'06" E - 46.81'
CONTOUR (INDEX)
�1
CONTOUR
SPOT ELEVATION
TIC109.86
T 109.36 BC 109.36
GRADE BREAK
- -RIDGE - - - - - -
VALLEY
ASPHALT PAVEMENT
CONCRETE PAVEMENT • ro ' ,.
PERMEABLE CONCRETE PAVEMENT r r r r
CONCRETE CURB
NOTE:
FOR ALL EXTERIOR CONCRETE PAVEMENT,
PROVIDE SPRAY -LOCK P3 OR EQUAL CONCRETE
PAVING SURFACE TREATMENT TO HELP PROTECT
CONCRETE AGAINST WINTER DE-ICING SALT PER
PROJET SPECIFICATION SECTION 321313.23
NOTE:
FOR CATCH BASINS TO BE ADJUSTED (RAISED)
TO FINISH GRADE WHERE INDICATED ON PLANS,
SHIMS ARE NOT ALLOWED PER CITY OF RENTON;
CONTRACTOR SHALL USE CONCRETE COLLARS
NOTE:
FOR SURFACE WATER STANDARD PLAN NOTES,
SEE SHEET L6.01
x\I \ \ \I \x \ \I �'\I \ \ \ i - i------, I r SEE LEFT FOR CONTINUATION
\ I I I
M II cn V)� m J 452.94 , 9
I m 4 \ �� �cn �cn �I PROTECT EX CATCH SIN IIO I.L
Il\\ REMAIN:'ADJUST-TO FAH cn
I \� 4 GRADE NECESSARY � I I / m
m ' -{- �� o I I -EtEV 449.47(EX) I STANDARD ASPHALT 4 .97 - - - - - -
>� W I PAV�MENT iv I �o .1, .I
I .�I ��} x III \ SIC ��x�l �I �I �� \ CATCH BASIN TO CONTINUA TO 4 2.99 _4- - - - - - - - - - -
I 40' PIPELINE EASEMENT > > °� x I SEE DETAIL I I -.V - �' �
v1 4 92 �, m m x BE USED AS CATCHMItNT TR % 4S IE-(-1.50) �455-
�I \ .. m IJ=1,� .I I
STORMWATER RUNG& D e � -'� - m
c210 `W I // L)kNDI�I lip- _ �Ij A �- -� - -- -- - -\�
\�`so`i; \ \ �� \ o� I �I \ \ \ \ \ \ = I / SS` - ` CONCRETi`�P;- - - - - - _ Imo- - - - L;PSHT-��J
J CP J SEE LANDSCAPE N I / ��tr� �1VXCLLSkAND.1. - - - - - ------------------
------
�� �`' \ s� boa\ PLANS FOR GRADING / 455.52 e W" HA cn ,,DRAIL R /
07 �' x cn x COi umi -' C0 INFORMATION (TYP) W - L'SCAPE PLA
MATCH EX ASPHALT I ■ w = ^
GRADE (TYP)
AHBL #107p4jlb �\ \ I \mLLIm - -- -- I
REBAR AND CAP � � - •I. /
� --� ->� N:170558.0890
\ /
L \ \ �I \ \�' E:1306250.4050
458.04 r
x x` x � ELEV. 457.41 I
I \ PERMEABLE CONCR TE II x x PROTECT EX
SIDEWALKS, �: \ \ 1 �y �� COVERED PLAY -� 8 458.10(EX)
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SEE DETAI c�
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M
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E FXL
I STRUCTURE -A2
I • I ��
458.14( ) I
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-45
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STRUCTURE-452------------------
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SEE RIGHT FOR CONTINUATION
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43667 9
`rsTER�' G1
'NAI, E�
1TH
RECORD DRAWINGS
REVISION
SE 12/28/251 1 SURVEYED:
i m E17-1vm-
DESIGNED:
JAJ/SSE
DRAWN:
DJD/AJJ
CHECKED:
JAJ
APPROVE
SCALE:
1"=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
INSTALL TRUNCATED
DOMES 3e
SEE DETAIL c2io
MATCH EX ASPHALT FIRE LANE
GRADE CONTRACTOR SHALL
FIELD VERIFY EX GRADES AND
NOTIFY CIVIL ENGINEER IF
CONFLICT WITH PROPOSED
GRADES INDICATED ON PLAN
CONSTRUCTION RECORD DRAWING
THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE
PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN
EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT.
FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFIC
EARTH WORKS, AND PROVIDED TO JACOBSON CONSULTING
ENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERS
DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR
COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS.
CITY OF
RENTON
Nklspr
Planning/Building/Public Works Dept.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CASCADE ELEMENTARY SCHOOL
PAVING AND FIELD IMPROVEMENTS
CIVIL SITE PLAN
DATE:
02/28/2025
FIELDBOOK:
PAGE:
DRAWING NO:
C201
SHEET: OF.
8 OF 4C
R-429308