HomeMy WebLinkAboutR-425205m
NE 1/4 OF SECTION 28, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
Ln 4' CHAIN LINK
N
° ° HED*F-S 3%
° \
Uj° \
° •. .o..Q :a._ 43�
ed
3 °'. ' . _ MATCH HEDGES
A. : 'd -CROSS SLOPE
---439-_GAS
439.25(EX) 439
�- ��
•.
`.;.r
439.91
439.22(EX)
u.;'..
!n •.'
�• :R HEDGES:
6"
439.71CONKCT
,,
PIO EX CB
: 4;7r:•• '
4g;3, '
, ..:.
IE437.88
18 LF 6" 439.65\
. c.`,4*38
.;
SD 1 CONCRETE INLET SD DI @ 0.6% �t 'w' ` + ''•' LAG
W/ HERRINGBONE GRATE �`;.,, �,o. $� +LE
RIM 439.40 439.55 ••'q T::; r �.:: j ,•: .
E 437.98 6"(OUT)N E 439.56 ; ` .» •:'' '' . '
SEE DETAIL 8 � •" . • ''�::w ..:`'
EXISTING IRRIGATION CONTROL VALVE BOX TO ;.
439.60
BE RELOCATED BEHIND NEW SIDEWALK A ;.E{39:4 .. ,. I1 O 'ems 0•: :b•: 43'
MINIMUM OF 18-INCHES. EXCAVATE AROUN L #105 ..,9�
EX VALVE BOX, CUT EX IRRIG N ^ o��:', 2,'
BEHIND BOX MOVE BOX VALVE ASSE WASHER :✓ Z,4 K':,.;1 ,' '!+; y," a •! , 4 , ,FJA/.1��10.4150 r �, , c' %. ►. _ t3
GRAVEL, ETC. AND RECONNECT: >r012.6150 .,., +:.�
IRRIGATION PIPE. RESET VALVE BOX FLUM: 439.53 Q-
1 o
: , :�
WITH GRADE. RESTORE AREA WITH FILL ;.y / •.:
i.�'. "•' :' �o o
„ •:,•;
'
MATERIAL AND HYDROSEED AT A MINIMUM.
0
439.78 Y''.✓
_
a: �' •:'' �.
O�
439
Y . •. :, � Y; l by p l.9 h.
-10
439.89
n:t ,Y• O- ,
4ja', .
pig �' ;,••�`• •Sf.. •�;•. -.,.`� .M�
439.51kip
`✓,.
•.�;< � Sp F
439.28(EX) � ••� , r �``n
439.37(EX)
MATCH EX
CROSS SLOPE -¢p
439
440.16
7
78
PROTECT EX SPEED
HUMP TO REMAIN.
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 CONSTRUCTED STORM SYSTEM AND SITE
IMPROVEMENTS. FIELD DIMENSIONS WERE PROVIDED BY RW SCOTT
CONSTRUCTION AND PROVIDED TO JACOBSON CONSULTING
EINGINEERS IN OCTOBER 2023.
BEGINNING OF
EX BIOSWALE
RROTECT EX
tLAGPOLE TO
lRR
•
- -+40, Gq S
,
40.40
5
INSTAL L TWO (2)
BENCHES
/.'���' `'''••'•'
SEE SHEET C300
et'
1 • : �',.�. '4403'2G. y:'. • ,.;s'r ••... 0.5
IRR 440-
.:.P.
A;� :> :.�;: :t o • .�';.: :.:'
�' ' "
440.61 EGA
439._6 a' .. 440.68
T 4 .25 A TC 6 •: •'• ' �' .r
0 II\ 16
• ., fey
0 A »�
4 .1
H# 1 IM- 4 .0
E - 6.6
S 436 5
1 MP TIC
39. PI - 38.
439.78 (8" ING 6.8
44 BO PIP - 34.
� ER
9.80
s�
�O 440.84 Q
18" CPP IE=437.28
MAINTAIN EX
GRASS LAWN
FILTER STRIP &ko 5b, 440.94
440.12- \\
PROTECT EX SPEED
HUMP TO REMAIN.
o' CPP IE=436.55
EDGES
o �
4U•88 MEMORIAL (TYP.)
44
'ti :':::�. �.• YjL a'
tG 440_95?',�,:. • :. °` d,E' '.: •.':►�• ; - t� HEDGES
�... ►`. �' 44Q.72 �: ..,� `' ��'' i . ~.3. 441'3 E;)C)` "• . A A�
:.. •6j•.:�' .. '� ��• •;;.. �• WTG"�'..; • BAGE CAN
... ,: •• ••: d emspR
:
0 �:' ;,; ✓;:: ;: , _� �.' ... •.;: .jr : DEC e
ti:.. �:.. 44'1•.49(EXa,.'.•''
TIC :';,'`: \• .'•. ti: y. l!�. r 4. ERS J �•� e
DECO
i.0$•;,:7 .'w COClll411.:.' e. �• \ • e/• pqVVE
V /
,• �. j,• �!•., ', w. •' .• �,•..}. • Y:.: a ', d�
• ° \
'41 4-4
e d tv
Fl ' ► 441.60 HEDGES
:��.. G .•'.: d
441.75
.36
i4
440 4 ?: .'...: Via.•
All
ST 684 1 =44 ',;, b..:•.. • ••
,. �.5'::...
P PIP 0.81 '%e
• •�.. �.•:.•:
I BEN 438.HEDGES
i'.
� IF
°
O
MATCH I p
ELEVATIONS AT 440.95-
,1.
TOP OF EX CURB +4;L
441.70
03!
TO REMAIN (TYP) > :';:.' .:.•'
TC 441.43
e°
d
R
1
ADDENDUM NO. 1
JAJ
3/6/2
2
PERMIT COMMENTS
JAJ
/14/2
3
COR NO. 01
JAJ
/03/2
-
4
RECORD DRAWINGS
JAJ
/21/2
43667 9
'ISTV,
NAL E 2/21 /ZdL4
NO.
REVISION
BY
DATE
SURVEYED:
SCALE:
DESIGNED:
SSE
DRAWN:
DJ D
CHECKED:
SSE
AP P R
APPROVED:
JAJ
r//
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
FINISH FLOOR
OUTSIDE DOORWAY
EL=442.01
6' WIDE DOORWAY
6' WIDE DOORWAY
FINISH FLOOR
OUTSIDE DOORWAY
EL- 442.00
CITY OF
RENTON
Planning/Building/Public Works Dept.
Call before you
Djg.8-1-1 N
or 1-800-424-5555 M
UNDERGROUND
SERVICE (USA) T
0 5 10 20 8 ® p
co
SCALE 1 =10 U
LEGEND
PROPERTY LINE
N 7933'06" E - 46.81'
CONTOUR (INDEX)
�1
CONTOUR
-1.09'�_
SPOT ELEVATION
- TC 109.86
109.36 BC 109.36
GRADE BREAK
--RIDGE -----
VALLEY
HAND RAKE DISTURBED SOILS ADJACENT
TO WORK AREA. PLACE TOPSOIL, AND
SEED TO RESTORE GRASS TO MATCH
PRE -CONSTRUCTION GROUND COVER.
FOR TYPICAL TRENCH AND BACKFILL FOR
STORM PIPING, SEE DETAIL 7/C210.
R-425205
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON PARK ELEMENTARY SCHOOL
ADA AND SAFETY UPGRADES
GRADING AND DRAINAGE PLAN
DATE:
10/27/2023
PAGE:
C200
SHEET: 5 OR
OF 1