HomeMy WebLinkAboutR-429309Lu
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R=446:P2 .�
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PROTECT EX STORM � .� � � .� .�
� �_ A PORTION O F THE
NW
V4-Q f
TH
E�
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ZZ� C�-28; -2 N.
i 05 E., W.M.
_� _
.
I
P SE IE=443.89
PROTECT EX CATCH
CLEANOUT TO REMAIN.
\
\
BASIN TO REMAIN
ADJUST TO FINISH GRADE 6 STORM�INE
\ o
SDI,
.v
ELEV 446.80
,PER R�ECOR� DRAWINGS
PROTECT EX CATCH
BASIN TO REMAIN
PROTECT EX STORM
PROTECT�X CAC-H BASIN TO
RIM TO
.vim .�
- \ \
SD
SD
ADJUST TO FINISH GRADE
CLEANOUT TO REMAIN.
REMAIN ADJUST
1RAWIN�S �tPPRB
C� 2 R(D9=446.1$I
�, �,
ADJUST TO FINISH GRADE
FINISF� GRADE AS NECESSARY
�, LOCAT49N SHOVtq�4
x
-' Q
ELEV 446.80
ELEV 447.05
-,P RIM 446.50
CONIC SE=443.85 UNABLE TO LOCATE \
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12 MAIN LINE\11
INSTALL CONCRETE �-
- _ \
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Im �1S � end-- BnSd l - x ��l `Bx EC0585 I \ /
_ + + + +I + + + + ( )
> > 447 nS �I m
o + +p + + + + �' +`� + +� 'w+ + + _+_ i� I- I I I I I I I I L I-
x x I a 1x 1 x 1 m I I I I I I I I I I 1 1 / I F1ED�E (TY\) �t
+ + I + + I + + I + +'m+ + + + + + �_ + + I+ + + -4- + + + ,A I ID/
+ + + + �} + + I �- I -� IM-4 a' I I I I I I I I I� I I I I ICI I I I I
+ + +�- + + I + + + + I + + x
m - �- I 1 6" PP SE IE-443.93 I I I I I I "� I I I �X I I Ins I
I� +� + 00 + + °' + + m +�-+-� + -+ + + + + + + I + I+ + + {� + + + 1 1 1 1 1 1 1 1 1 1 11 I I I I I I I I I
cn > > m )� I I I I I I I I I I I �I II f� I
- + + + + +m + + + +m + +�, + + m + + + I+ + 07 + + I I I 11 1 1 1 1 I I I I I I I I I x I I I I '
1 cn N N m I XISTI NL tl IE� III I I I �4 I I III I I III I I I I f RIO46T1 II 1 1 1 1 1 1 1 1 1 .I, � I o
+ + + + I+ + + + + + + + + + *G I -I
I I I I I II I II (D EAN� T TO Rd Al I I I I I -i
No 1 + + + + �" �Q+ + I + + +I �+ + I + + + +� + I + + + I I I I I I ICI I I� I I i4L��U�T If I�VI9 Q�A@� I I I I I I I I I I � � I I N Iz
I m + + 1 + + I + + jr,` + + 1 + + + + 1' + + + x + + 1 + o + I+ + + I ` I
m I I 1 x 1 x I p � I � I• I I I I I I I I I I� � I I I \
+ + + + + + + m + +m + + +1 + + + + + + + I + + I I I I I I
I. � m �, I I
I � � °' I I I I I I I Ix I I II I I I I I I I I `� ` h6 �-
+ 1 + + I + + I + + + U)+ + 10+ + co + + n + + N+ + � + I+ + D+ + + + I I I I I I� rt rt -I -I- I-1� I I �` 4
II� 1+ + + + + + + + I + I + +I + �} + + _ N °' co + + + + �
)� 1 m 448 cn I m III III 1 1 1 1 1 1 1 1 1 1 4� 1 1 1 1 1 Im 1 1 1 1 Im 1 1 1 1 1 1 1 II 1 1 1 1 1 1 1 III 1 1 1 1 1 1 1 1 I (.0
I I I 1 1 1 0 1 1 I 1 1 1� I I I �,�, 1/ f I I I a I I � I I I E I I I I '
m I + + �i + x-+ + + + I .- -' -- - 4-1 -�41s1 1 +i1 rt 1-T I I HIV+� I� I I I I I I I I I I I I I I I I I i I I I I I
Q+ u `r - 'w� + + + + I+ EXISTING ATHLETIC FIELD WITH UNDERDRAIN + I I I I I I I I I I I I I I I I \
XI x �' m -�' m-- STORM SYSTEM TO BE RECONDITIONED WITH I I 1 I I 1 1 I I I I �I> I I I I
I IN + +c" +_ �� - " - - ' ern TOP 3" OF SOD, ORGANICS, AND DEBRIS TO I IIE D R 11 Q, R I I I� I I I 1 I �CTI I d d�T NLI�PI I I I I I I � \ \
FENCE WITH NETTING BEHIND FIELD - -1 + + I+ + I1 + 1 + + I + I BE STRIPPED AND REMOVED THEN PLACING FILL + �NQSICf4� 4A §I II I I� I III I I�`�REIL�SIC� I I IIIIIII r\
11 GOAL POST AND PERIMETER FIELD 1 I � MATERIAL TO BRING FIELD UP TO FINISH GRADE I I I b l I I I I .�-
m: _ -FENCING PER L'SCAPE PLANS +I +� + i + + +I + I PER PLANS. EXISTING UNDERDRAIN PIPES AND + IIIIIII %' I I I I I I I I I ICI I I I� IIIII j IIIII I
+ + + + + + I + + + +
I - I m I I SECTION BELOW OF ROOT ZONE MIX AND SAND IIIII I I I II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 11 IIIIIIIIIIIII
1 T + + + �+ +cmn + + + + + �m + +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 \
+ I + 1 I + I +-ap + + + + + U + DISTURBED. SEE LANDSCAPE PLANS. +
�� I I T P• EL 28 3059 4 m
+ IN z I+ x{- 1+ `?d- +x +I + + 1 `r& + a� + I + m + 5 I I I I a� I I
I - + I � o o I + + 1 + I + + + + +x + + + + + x + I + lxt 1� ' T I+ + I I I I I I � I I I 1 1 1
� m m I I m 449 - 4- I I I I I xl 1 1 1 1 1 1 1 1 1 1 1 I I �I ICI I I I I \-
cn + co � �� + � + + + + +o' + + + + +m + + I I I -I--�1 I I II
SO° 49= 21 "W 236.60'
I N - + I + o I + + I + I + � cn + + + jrt - + m + - k + _ h-I J- I LL I I I I I I
+ 1 cn m II- I I- I- 11 1 1 T I -
I1 -. � �} + + � + � + + + + +N + + - �m + + m - -I-1 I I I I I I I I I I I I I I I I I II
I aw�I� �Q1 +� + I + + I +_ + I- Tom_ + --1 -�+ --I + I+ + + + 1 I 1 IIIII 1 �1 I I 1 �1 I I I IIIIII
m\ - cA- >LD_ - + + o + + + + + +� + + + TIC PARS L 2$23051 3 +
PROTECT EX CATCH BASIN TO REMAIN. - f I 1 Q I l I I I I I `� I I
+ c�i� REPLACE EX GRATE W SOLID LOCKING+ fii + + m 1 Q 9� 1 I ! I II I 11 I I I I \ /
P LID AND BURY BELOW GRADE. `n °' x _rx I x m I I I I �� I I 1 1 1 1 1 1 I I I i1 11 1 IIIIIIIIIII ssMH�(R®RD) \ /
I ` _ + (r,HWING� `+" + + + `�' + + + cn m +m + +cn + + 1 F + I + +� +
RIM ELEV 448.00 +140) 1 + + I + + 1 + + �� + + 1 + + + �+ + �+ ��+ I + + m+ + + + m+ +
m I I I I I I I I
REMOVE EX COLLARS AS NECESSARY. I r' I `� �, i4
m LA 6)I I I I I
Z + I+ CONTRACTOR SHALL VERIFY EX RIM + + + + + i� x +1 + + I + 'o +1 + +u) + + + +ccn + + +
�j + m + AND PIPE ELEVATIONS AND NOTIFY + I + + I + I + + I EX STING ATHL TIC FI I�D x + + I+ +x + + I+ + I+x + I+ + + 1 `l" I 1 1 1
0 CIVIL ENGINEER IF CONFLICT TYP 04m I I I ' F'' IIII I I Ip I o /
+ (TYP) + + + + � + -i + + +1 + +I + +m + +I + +I + +1 + + 1 + + + 1 1 1
AHBL 108 + 1 + + + + + + + + + + + I + + + + + can + m + + m+ + cn+ + + + 1 I
NAIL AND WASHER O Q 1 I 1 0 z
N:170236.5830 + _ + + + �+ + p 450 �p + �� -4- +- 1k m+ + + m + + m + + m �+
Z E:1306453.8050 + + + + x+ + x + + I + 1 + �oi�+ �, + �+ + �+ + ( + r�5 + � + s + x + r
ELEV: 449.26 m m I x -� I
+ + + + + + + I+ + +- +I + + +I + + 1' + I + �+ I + + I + 1 +� 1 +
Z+�^�- + + ++ + + + m + + N n� + N + +� + /+ �+ + m+ I + + I+ + m+ + I+ + I+ + I� + " + + ,I oo
0 + + + + + � �1+ + + + + +� + i + Q� + r METAL BLEACHER SEATING + + I + +1 + + I + + + + + o /
V + + m*rCH E* SPHALT + Imo+ + + + 1 + "+ + 1 + I + + + , I + + `In + + I -IPER USCAPE PLANS + m+ + m+fir + m� + s + + + + ,4, Q
+ + RA ( m + 1+ +�+, � + + + + " + + + i I+ +' + + .t t +I + +� +cn + + + `n + + co + + o
I + cn m + + + m + + m + m + + I + + 1 + + I + I + II j + I + BS 451.22 + + I + x + i+ + + x + + i �, x
0 + I + + 1 + + 1 + + I+ + + + m �+ o+ +m CONCRETE STAIRS, CHEEK+ + + + + + I + + 1 + + I + - 451.10 6'
LPL + + + I + + + + I + + I + + + (n + + WALLS, AND HANDRAILS + + + + + + + - BS 451.25
451.81 �. PERMEABLE CONCRETE
PER USCAPE PLANS i L4-� � �' + 10 STAIR RISERS tI + + + _ SIDEWALK
450.89
LIMIT ( ) CONCRETE STAIRS,
N , LIMIT .� v I .v .v I �. I �, I \ 451.00 � - �451-+- - - - + + + + SEE DETAIL
�HEEKWALLS, AND
.� .� v. ANDRAILS, PER �c
I
10
451 a 451.42 456.06(EX)- -454- - 14, - \1, - � -� - - �, - �- -� - �, - �,- -
�' L'SCAPE PLANS
W o 451.62 % - - _ � I I 5.) -
.� \'o .� v - a-- - •� - L410) STAIR TS 456.33-
W �� _ l� �� - llWl� llWl� llWl� llWl - RISERS @
STANDARD ASPHALT
O 1 35' 451.29 6.1" EACH 456.50(EX) 456.52(EX)
LN _ - - - - o - _ PAVEMENT c 451.94 `I' x/-m s - -5}- �/ CONCRETE MATCH OF CURgX TOP
c� SEE DETAIL PERMEABLE CONCRETE 452.02 ��� �� I �I / SIDEWALK ELEVATION MATCH EX TOP
a � 2 /�� !'� OF CURB
� m c210 SIDEWALK \ I I �,/ / �� SEE DETAIL
o o SEE DETAIL 1 , 8 ELEVATION
Q w e
m o 8 DO NOT REMOVE EX c210 \
ck� N m \ c210 UNDERDRAINS TO REMAIN
INc THIS AREA (TYP)
BARS R / r O2 r'x � I I
- - / 452.58
RULESA/
PLAYGROUND
\ EX SO
SURFACE PLAY
452.31
iHOOP
452.28(EX)
O
m
REMOVE/RELOCATE EX �� /� � ccn/ / / SSMH 2646 RIM=452.05
BASKETBALL HOOP AND �\ _ - o / � // / 8" PVC W IE=445.4t
POLE. COORDINATE W/ �( 8" PVC NW -SE EXISTING PARKING LOT
EXISTING ASPHALT PLAY /`
SCHOOL DISTRICT
I MATCH EX
ASPHALT GRADE
FENCING AND
GATES PER L'SCAPE �' B
\ PLANS (TYP) .I m
452.45(EX) V�
J
--P P� EX UNDERDRAINS THAT ARE
-454- - - _ _ _ - - CUT AND CAPPED AND NO
LONGER IN USE SHALL BE
ABANDONED IN PLACE (TYP)
6T
X x /
M
I
ti
43667 Q)
`ISTV'V-
NAL E
o�/3c
061
CENTER CHANNEL=445.01
LADDER NE
EX UNDERDRAINED
FIELD CONVERTED TO
PERVIOUS LAWN (TV01
M
BID SET
PERMIT COMMENTS
ADDENDUM 1
r-_
SE
4/5/24
SURVEYED:
SE
4/19/24
DESIGNED:
###
SE
4/30/24
DRAWN:
DJD/AJJ
CHECKED:
JAJ
BY
DATE
APPR
APPROVED:
##
SCALE:
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
F_7 EX INFIELD 0 SF
PERMEABLE 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.
"R
CITY OF
[-"&� I RENTON
Planning/Building/Public Works Dept.
C)
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 -109-
SPOT ELEVATION -//- TC 109.86
109.36 BC 109.36
GRADE BREAK - -RIDGE- - -
VALLEY
ASPHALT PAVEMENT
CONCRETE PAVEMENT f ► • • ro• ! y' q•
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
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
I wj
SAMorman 06/07/2024 '
CASCADE ELEMENTARY SCHOOL
FIELD IMPROVEMENTS
CIVIL SITE PLAN
DATE:
04/19/2024
FIELDBOOK:
PAGE:
DRAWING NO:
C202
SHEET: OF:
9 OF 34
R-429309