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W W W W W W A PORTION O F THE N W 1 /4 O F THE N W 1 /4 0� C
I 1'134-4RIM-446\22�.-28, -TWICI :a N., RtGE "05 E., W.M.
.� PROTECT EX STORM � � �' PROTECT EX CATCH
I 'P SE IE=443.89
,I, PROTECT EX CATCH CLEANOUT TO REMAIN. BASIN TO REMAIN
PROTECT EX CATCH -BASM-T` - - - q,
BASIN TO REMAIN ADJUST TO FINISH GRADE 6STORM ADJUST TO FINISH GRADE \ o
REMAIN ADJUST RIMS-
I � SD(R S ELEV 446.80 DER RECORD DRAWINI ELEV 446.80 PROTECT EX STORM 447 FINISH GRADE AS NECESSARY STMH PER R CO \ \
� `I' D `I' � `I INSTALL CONCRETE CLEANOUT TO REMAIN. - `b` - lRAWINO�-'kPPR9
SD RIM 446.50 \
14, 14, Q COLLAR ADJUST TO FINISH GRADE 446.1 ,I, ,I LOCATVN SHOW �\ �
r' � Q Q INSTALL CONCRETE COLLAR 443.85 UNABLE TO LOCATE \
x I ,I, ,1l. ,I, ? � � v6' .I, .I, v �s v � � � � � ELEV 447.05 � � v v \
4.30) � 12"IMAIN�LINE �: X �X � - _ �� �� ��.� � g� �.� � 1 S11,
�
Ians - - - - - - NGS, .1, � � � � � � IE=S CO) .� .� sal .� .� x x� �6 .� � � .� 1 \
N _
x - - SDCO \
I + + + + + - ---447 -- - .� �- x x _�` ���� 4 x IE=-5.85 I \ /
+ + + + +� + + DS 4j rn ( )
+ `n + 'S' + V) + + + + + �6 + ° + °' + �+ - � 1 1 1 1 I �' 60 I m
1 CP > > I I I I I I I I I I I
�I + + +gyp + +p + `n + + + �' +`n + +� '00 + + _+_ I-1� I I I I I I I I L I- I- t^ I
T I x x x I a l I x l � m I �, I' I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 / I HED�E (rY\) �t
+ + I + + I + + I + + co + + + + + �_ + + I+ + + + + + , /
+ �} + + 1 �- I - IM-4 a' I III 1 I 1 I I 1 I I 1 I� 1 I I 1 I 1 I 1 1�I 1 I I 1 I I
+ + +�- + + I + + + + I + + x
m I 6" PP SE IE-443.93 1 I I I I I "� I I I �X I f I I
9n, +� + 00 + + °' + + m +��-� + -+ + + + + + + 1 + I+ + + {� + + + I I 1 1 1 1 1 11 I I I I I I I
�_ cn > > m )+ I I I I I I I I I 11
+ +m + + + +m + +m + +m + + + I+ +07 + + I I I 11 1 1 1 1 11 l l l l l l l l l l l l ��T
xi cn N I XISTI NL tl IE� 1 1 1 1 1 1 1 1 1 4 1 1 1 1 1 1 111111111 II 1 1 1 1 1 f�FtlO�ffG�T1 �XQ1��/I 1 1 1 1 1 .� I o+ + + + I+ + + + + + + + + + I -I
I I I I I I I II 11 II 1 (EANJO T Td Rd Al 1 1 1 1 -I
No i+ + + + �" s +1 + + +1 �+ + I + �' + + + A + 1 + + +I I I 1 I 11 I I I ICI 1 1 Im I I i4L��U T I�VIs�HIQ A� 1 I 1 1 1 I 1 1 1 I I I N co
I m + + I + + I + + �` + + 1 + + + + I' + + + x + + I + o + I+ + +
m I I I x 1 x I p I I I I I I I \
+ + + + + + + m + +m + + +1 + + + + + + + I + + I I I I I I
I. m �, I I I 1 1` 1 1 1 �` I I
I � � °' I I I I I I I Ix I I II I I I I I I I I `� ` h6 �-
+ I + + I + + I + + + 0+ + c"+ + N + + can + + N+ + 2�k + 1+ + m+ + + + I I I I I III rt rt -I -I- I-1� I I �` 4
I1� I+ + + + + + + + I + 1 + +I + �} + + N °' �, + + + I I II I I I I 1 k I I I I I I `� 1= \ �;
)� 1 m 448 I m I I I 1 1 1 1 1 1 1 m l 1 1 1 1 1^ 4� 1 1 1 1 1 1� I I I Im I I I I I I II I I I III I I I I I I I
I, + + 1 + +� + + + + + + I� + + + I+ + v I II I I' I
m 1 + + +I + x> + + + + 1 ___-- - -I-1 �I-�418 1 {�1 * I7 l I-1V+� I� 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 I 1 1 1
Q+ u - 'w� + + + + °' m+ + I+ e- I+ EXISTING ATHLETIC FIELD WITH UNDERDRAIN + I I I I I I I I I I I I I I I I I \
XI x CP -�' m-- STORM SYSTEM TO BE RECONDITIONED WITH I I 1 I I I I I I I I �� I I I I
11� + +c" +- �� -" -+- ' �Tn TOP 3" OF SOD, ORGANICS, AND DEBRIS TO I IIE D R 11 Q, R III 1 I� I 1 I I 8� I I [� d�T NLI P I 1 I 1 I I 1 \ \
FENCE WITH NETTING BEHIND FIELD - -I + + I+ + 1 + 1 + + I + I BE STRIPPED AND REMOVED THEN PLACING FILL + tNQdCo 4A `�RE IL�SIC � I I III 1 I I r\
I I GOAL POST AND PERIMETER FIELD I I �II MATERIAL TO BRING FIELD UP TO FINISH GRADE I I I b l I 1 I lI�-
m� _ cn
-FENCING PER L'SCAPE PLANS +I +� + i + + +I + I PER PLANS. EXISTING UNDERDRAIN PIPES AND + 1 1 1 1 1 1
+ + + + + + I + + + +
I can - 1 m 1 I SECTION BELOW OF ROOT ZONE MIX AND SAND III 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 11 III 1 1 1 1 1 1 1 1 1 1
v� + Q + + �+ +cn + + + + + + +m TO REMAIN WITH SUB -GRADE NOT BEING + I I I I I I I I I I I I I I I I 1 11 1 1 I 1 I \
+ 0 1 + I 1 + +map + + + + + U + � DISTURBED. SEE LANDSCAPE PLANS. +
II` o z �'p `� I I T P EL28 3059 4 m I ml\\
I� + z 1+ x♦- 1+ `?d- + 'x +I + +I rs + a� + I + m + . � I I I I a� I I
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cn ul
m m I I m 449 - 1 1 1 1 1 1` 1 1 1 1 xl 1 1 1 1 1 1 1 1 1 1 1 1 I I �1xl�l 1 1 1 1 1 1 1 1 \-
cn + �� + + + + + +m + + + + +m + + I I I -I--� I II I I I I \K
SO° 49= 21 "W 236.60'
- + + - o + + + I + �, �, + + + �� - + +- + _
I c.� I I � h- �-- I I I I 1 I I I I I I
4- 1 `n m m F I I- I- 1 1 1 1 T I T-
II -. � �} + + + + � + + + + +N + + _ _ +-�- -�- - �m + + m - - _ _ � -I-1 I I I I 1 I I I I I I I I I I I I II I I I -� /
I � 1 T� �QI �� I + + I +_ + I- Tom- + --1 - �-+ --I + I+ + + + 1 I 1 I I 1 �I I I 1 �I I I Im IIIIII /
m� - cA- _ - + + o + + + + + +F + + + TAX PARQ L 2$2305 1 3 +
D PROTECT EX CATCH BASIN TO REMAIN. �- t � � o I Q
+� + co REPLACE EX GRATE W SOLID LOCKING + '6 + + m 1 Q 9� I I ! I II I II I I I I \ /
/ + + + + I+ + + + + + + + +� + + +
P LID AND BURY BELOW GRADE. cn '� m x Tx 1 x � I 1 � I 1 's_ 1 1 1 1 1 1 1 1� I I I I I I I II I I I I I I I I I I I I I I I SSMH�'(R®RD)
I ` - ± (r,HWING� `+" + + + `�' + + + m +m + +co + + I F + I + +� + + x
_ I + +\ RIM ELEV 448.00 �(_140) 1 + + I + + I + + �� + + I + + + 1 �+ + �+ 'v- I + + m+ + + + m+ +
m I I I I I I I I
REMOVE EX COLLARS AS NECESSARY. I r' 1 `� �, m I I I I I
Z + I+ CONTRACTOR SHALL VERIFY EX RIM + + + + + i� x +1 + + I + 's +1 + +u) + + + +V) + + v�i +
�j + m + AND PIPE ELEVATIONS AND NOTIFY + I + + I + I + + I EX STING ATHL TIC FI I�D x + + 1+ +x + + 1+ + I+x + 1+ + + 1
0 CIVIL ENGINEER IF CONFLICT TYP 04m I I I ' F'' IIII I I Ip I o /
+ (TYP) + + + + + + + +1 + +I + + +I + +I + +1 + + I + + + I 1
AHBL 108 +
I + + + + + + + + + + + 1 + + + + + can + m + + _ m+ + In+ + + +
NAIL AND WASHER o Q I I I o � z
N:170236.5830 + _ + + + �+ + p 150 (p + �� s -4 - +- 1k m� + + m + + m + + m �+
Z E:1306453.8050 + + + + x+ + x + + I + I + �oi�+ �, + �+ + �+ + + irs + + s + x + r
ELEV: 449.26 m m I x -� 1 o I rr , o p
+ + + + + + + I+ + + >- �-j +I + + + XI + + 1'< + I + + I + + I -t + I + +' I +
Z+�^�-++ +`" + + + + m + + N nF + N + +� + /+ �+ + m- 1 + + 1+ + m+ + 1 + I+ + I+ + I� + " + + ,I, 00
+ + �+ + + -\I+ + + + + +s�+�IGIETAL BLEACHER SEATING � + += + +N + + + 1 + + I + + I + + + + + o /
O + + 1 M&CH E* SP14ALT + Imo+ + + + 1 + "+ + I + + PER USCAPE PLANS + `n + + �+Ps + 1 + + c + m+ + m+fir + + +ems + + + + Q /
RA TY 1 x I I I o I cn
+ + � �( � + m + \.:k � + + + + 5 THICK CONCRETE PAD I +' + +I + + + +I + +I + + + + + + + + + ,I, p
I m FOR BLEACHER SEATING I 1 I'
+ cn m + + + m + + + m + +CL (10.5'X22') I � 451.05 451.11 + BS 451.20 + + I + + i+ + i + x + + 4;}1.10 6, �
0 + I + + I + + I + + I + + + + l 450.97 + + + + + + + + + + I +
+ + + I + + + + I + + I + 450.97 - 451.08 CONCRETE STAIRS AND + + + + + + - PERMEABLEICONCRETE
451 HANDRAILS PER ESCAPE PLANS BS451.33
� � t + + 451- SIDEWALK
LIMIT - I I I 451.12 �� IE- `t - -� - - - + + + fi CONCRETE STAIRS, �q5 SEE DETAIL
V I (10) STAIR RISERS _ _ _ _ _ _ _ - - - - - _ AND HANDRAILS 452 45 _ 8
N .I, .I, •I' � � � 13:7 ® @ 6" EACH �- -45� 4 '1"- - � - ,1/ -,1- - � - - v- - PER USCAPE PLANS �45 454 4 4 c210
�W _ 451.42 I TS 456.20 - - 4 �� -� X _� �� {10) STAIR �551
451 • .� .� I � � ., ` .� .� .� � .� � � � .� � 45
- 0 451.57 ( ) T=- - RISERS �456� - -� �-�� I'c9 456.15EX I r-b---�Y ----k -'k-�- �k1
W �� _ \� 1IWI� - TS456.33 1 \\
STANDARD ASPHALT 40.3' I 451.27 y/ 35' 456.08(EX) llWl� llWl� llWl� - 6 EACH 456.50(EX) I I�
N PAVEMENT o`-lQ x/ 451.27 MATCH EX TOP 456.52(EX)
W - - - - SEE DETAIL c 451.80 s �451.18 /� i OF CURB
�- 6 HT BILK CHAIN l m I / / / PERMEABLE MATCH EX TOP
Lu a eEWALK
LINK FENCE, PER c PERMEABLE CONCRETE 451.86 �� ,r, ,I / ELEVATION
USCAPE PLANS (TYP) o SEEDETAILI
00 c
� o 8
w LLJ c210
w � -
BARS
i
PLAYGROUND -
RULES \
/ HOOP
452 28 EX
�� I I / CONCRETE
� � I � � /\/ / /� SIDEWALK
451.56///� SEE DETAIL 8
�. �. .� m
y 1 4" CONCRETE
PAD FOR TRASH
r I x \�� I I I/ RECEPTACLE
I
6+
452 452.08 � I
EX SOFT �� I DO NOT REMOVE EX
SURFACE PLAY I I UNDERDRAINS TO REMAIN
452.23 452.05 / IN THIS AREA (TYP)
I'
.� Itm
MD
�h
U) � ccn/ / SSMH 2646 RIM=452.05
_�' " / � // / 8" PVC W IE=445.4t
I �, �, I /� 8" PVC NW -SE
FENCING AND
GATES PER L'SCAPE (°
PLANS (TYP) m �(
452 4 X) N c3,D III
J
v-P P EX UNDERDRAINS THAT ARE00
CUT AND CAPPED AND NO I / 01
LONGER IN USE SHALL BE
ABANDONED IN PLACE (TYP)
I4�`� - - - - - - 0x x /11
M
I
. ( )
REMOVE/RELOCATE EX
BASKETBALL HOOP AND
EXISTING ASPHALT PLAY POLE. COORDINATE W/ x
SCHOOL DISTRICT
1
I MATCH EX
ASPHALT GRADE
43667 9
CENTER CHANNEL=445.01
LADDER NE
EX UNDERDRAINED
FIELD CONVERTED TO
PERVIOUS LAWN (TVD1
IM
RECORD DRAWINGS
r-_
EXISTING PARKING LOT I -
SE /28/25 SURVEYED:
DESIGNED:
JAJ/SSE
DRAWN:
DJD/AJJ
CHECKED:
JAJ
BY DATE APPR APPROVED:-##
SCALE:
OF CURB
ELEVATION
1"=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERnCAL• NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
IMPERVIOUS LEGEND
LAYER QUANTITY
` EX FIELD *78,555 SF
T EX INFIELD 0 SF
fS RMEABLE CONCRETE 2,557 SF
CONCRETE 723 SF
ASPHALT 415 SF
*7,210 SF
TOTAL NEW & REPLACED IMPERVIOUS: 3,695 SF
*NON -TARGETED FIELD AND BASEBALL INFIELD W/
UNDERDRAINS ARE CONSIDERED MAINTENANCE
AS REMOVAL AND REPLACEMENT OF MATERIALS
DOWN TO SUBGRADE ARE NOT OCCURRING. NEW
GRASS AREA IS PERVIOUS AND EXCLUDED. SEE
LANDSCAPE PLANS FOR FIELD AND INFIELD
RECONDITIONING.
I'R
CITY OF
[-"6� 1 RENTON
Planning/Building/Public Works Dept.
Ln
O
O
0 10 20 40 O
N
SCALE 1 "=20' U
LEGEND
PROPERTY LINE
N 7933'06" E - 46.81'
CONTOUR (INDEX)
CONTOUR
------!Log
SPOT ELEVATION
-//- TIC 109.86
109.36 BC 109.36
GRADE BREAK
- -RIDGE- - -
VALLEY
ASPHALT PAVEMENT
CONCRETE PAVEMENT
A
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
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.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CASCADE ELEMENTARY SCHOOL
PAVING AND FIELD IMPROVEMENTS
CIVIL SITE PLAN
DATE:
02/28/2
PAGE:
C202
SHEET: OF,
9 OF 4C
R-429309