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X ` - — — —�F T_F�E_NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.
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TOP 3" OF SOD, ORGANICS, AND DEBRIS TO
m - m m m I BE STRIPPED AND REMOVED THEN PLACING FILL
1 c I m U' "' cn can m MATERIAL TO BRING FIELD UP TO FINISH GRADE m m m l
00 l I I cn v PER PLANS. EXISTING UNDERDRAIN PIPES AND 0 m m °�° m I
Q I SECTION BELOW OF ROOT ZONE MIX AND SAND Q "'
TO REMAIN WITH SUB -GRADE NOT BEING l i n
m x m I x I x l I DISTURBED. SEE LANDSCAPE PLANS. x rn l I l s I l I
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9
I I REMOVE EX 4' CHAINLINK FENCE I I ° LLJI z I I I cn 6" PVC S IE=447.73 I I l I I I I l z
(THERE IS NO MOW STRIP) AND m I CLI � IP
m �¢ I I I D o I I H
c I REPLACE WITH 6' TALL GALVANIZED m �o 1�1 m m m m m
CHAINLINK FENCE PER L'SCAPE PLANS. ��� �I � cn
cn COR E � pm m cm Om m O
l I x �I w I l INSTALL CATCH BASIN - - - (T�) _ l - _ - —1 - - l I l V
PROTECTION (TYP)
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o l �, I � I I � � -� \ I , � c°� SAWCUT AND REMOVE PORTION �� N ('
1�F EX ASPHALT PLAY AREA TO
I I I 450, o I I 7- INSTALL NEW FOOTBALL FIELD.
l I �xl
SEE SHEET C201
40' PIPELINE EASEMENT � m x m x m m x � V
1 AFN 47�5922 I i v�i � m m I I m m \
cn co V) 00 cn cn '� �450— m— cn
N II
REMOVE EX 4' �o I I I �I I I I I I I I W
CHAINLINK PASS a
THROUGH GATE I m o m o� I l I o I s I I Vi
- I x I N X� c�x cndo
x x V) LLI
l I II I I l I I I PROTECT EX
l m m m I l I l-- ---- _- COVERED PLAY I
I c REMOVE EX DUGOUT `� c� _ - - _ m m� - - - � - - _ m I - - STRUCTURE
I I 0° CONCRETE PAD I l `�� �' s can
l I
I I o I x O �x I •lz , I I I —
1I I x l i I I l I x I x
I l l m m I l
I c m EXILING ATHLETE FIELD m m I I I® ® I I
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REMOVE EX I
I I DUGOUT BENCHES I x I I x I N I l rn
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cn cn > > m mcf) cn m I
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---�1 Q I I 1�--_ — r LIMITS OF
REMOVE EX DUGOUT, s� I� \ N _ t- OVERHEAD - - -
I I BACKSTOP, AND CHAINLINK - m� �o I _ _= I r' I pm STRUCTURE
I I FENCING, INCLUDING GATES, co m m m C°
CD POSTS AND FOUNDATIONS (TYP) cni x x m I
REMOVE EX DUGOUT cn
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P m m I I�
x x � cp J I p°p Om I
c �9� m � � x m m S �W m o Om Om
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l� I I REMOVE EX I I - - - -
! N` DUGOUT BENCHES
IGHT I I / - I
SEE RFOR CONTINUATIO^ �,_.T� _
RECORD DRAWINGS SE V/28/25 SURVEYED:
W DESIGNED:JAJ/ SSE
ti
DRAWN:
43657 DJ D/AJJ
! S EgCHECKED:
T
JAJ
�sI�NAL �mCs �77�m� NO. REVISION BY DATE APPR APPROVED: AJ
SCALE:
1"=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
LEGEND
PROPERTY LINE
N 7933'06" E - 46.81'
SAWCUT LINE
- -
REMOVE CURBING
REMOVE ASPHALT PAVEMENT
REMOVE CONCRETE PAVEMENT
FENCING
FF FILTER FABRIC FENCING
STRAW WATTLE
SW
INLET PROTECTION
IP
3
NOTE:
INSTALL CONSTRUCTION FENCING AROUND LIMITS OF
WORK TO PROTECT STAFF AND STUDENTS AND SECURE
JOBSITE. CONTRACTOR SHALL ERECT FENCE AROUND
JOBSITE AND ADJUST AS CONSTRUCTION CONDITIONS
CHANGE OR AS PHASING ALLOWS. CONTRACTOR CAN UTILIZE
EXISTING PERIMETER FENCING AS SECURITY FENCING AND
THEN SUPPLEMENT ON THE WEST SIDE OF THE SITE AS
NEEDED. ANY SECTIONS OF EXISTING FENCING THAT IS NOT
6-FT HIGH SHALL HAVE TEMPORARY 6-FT HIGH CHAINLINK
FENCING INSTALLED NEXT TO IT. SEE DETAIL 9/C110.
SEE LEFT FOR CONTINUATION
IE=(-1.5�455— — — — — —
00) �
/ I — 45&------- _ _ _ _ _------------ —
I_—457------------ — — — — — — — — —
I
AHBL #107 /
REBAR AND CAP
N:170558.0890 I \
E:1306250.4050
ELEV:457.41 FF
INSTALL SILT FENCE
SEE DETAIL (TYP)
� I s
E
I I
/ I I
� / I
� I
VERnCAL• NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
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.
I'R
CITY OF
[—"6� 1 RENTON
Planning/Building/Public Works Dept.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CASCADE ELEMENTARY SCHOOL
PAVING AND FIELD IMPROVEMENTS
DEMO & T.E.S.C. PLAN
DATE:
02/28/2
PAGE:
C101
SHEET: OF,
4 OF 4C
R-429304