HomeMy WebLinkAboutR-3847109® CONSTRUCTION KEYNOTES W
TW=23.45
1 2 FT WIDE CURB BREAK FOR DRAINAGE TO LANDSCAPE. INSTALL 4 FT WIDE QUARRY TW=27.]4
/ _TW=23.15 TW=23.52 TW'23.61 I O SPALL CHANNEL TO MATCH BACK OF CURB. ALONG SLOPE TO BOTTOM ELEVATION. 'I TW43.64
QUARRY SPALLS PER SURFACE WATER DRAINAGE NOTE AND SPECIFICATION - NOTE 14
TW -23.61
' 1W=23.36 ON SHEET C0.2-1 1
,
v O 3'H:l' SIDE SLOPES (TYPICAL) 1
TW=23.72'
/v �TW-13.82
O ADA ACCESSIBLE ROUTE AND PARKING. MAX 2% SLOPE IN ANY DIRECTION TW'23.76 y. _-
--T` TW=24.97' O IQ r� 1W=x7.56
2�3 01
\ \=2381 PAVEMENT SWALE AT 1% MINIMUM SLOPE TW=23.77
` 1W=23.72 iW=24.97
1 TW=23.56-__
\ \ - r 9�_
4' HITCLEAR WIDTH CART RETURN RAMP. CENTER ON DOOR SEE11 ARCHITECTURAL DRAWINGS, iW'23.30 � iW.12.87 m
TW=23.66 I 1
® ! 8 6' WIDE PATHWAY TO EMERGENCY EXIT. MAXIMUM 4.9% SLOPE WITH 2%
mmommom 111
CART RETURN RAMP GRADING DETAIL CROSS
SLOPE.
E EET C1.4- LANDSC
114 / I" A� 20
1 Ala
6
1 FF EL=25.0
ry i ISR 1W=z3.00
iW.x0.25 TW 24.95 . �,-i
- TW.Z5.00 r,W.21.06
I TW=_24.65 T1Y=x4.13 I i
/j °x- I Tw.z4.a2lTw'24.�5I- TW.2.
I TW=25.00 JJJ TW=24.26 16 TW. b.s6 �I
'.. ° 'TW=25.00 °: ° K �60 ° TW=24.19 A �°
Tw=22.92 , °.° �Tw=i4.9q :�, Tw=2a.��o -TN=24.39. o°°.
1W=24.26 TW=24.18 \
OB% y
�� ,
21.45 i- ,,. ° ° - _ _ _ _ ____
°
TW=24.16
=11.71 - �AD� E - 1
Tw-2aa9 Tw 24.2e e
°
4 m s esi ¢
°
�y�pg TW 2403 ' i A nIl nm i
° I 24.82 1e f'-'e.°`�
IW=22.15 ° TW=22.78 `� 1W=24.88 ° w d 30 '� 2U� TW=23.60 IeuA -
TW=22.74 °TW=23 ppr5.. lTW.23.63 r•. " ' TV'23.40 TW.23. 59 02%2).89 r.
`TW=23.46 iW.23.]x
t.7%` I m ' 1W=23.4 TW=23.71
-11
W=23.1 _
iW=22.87 1 \ '
1 =2 733 TW.23.54- j.. P• T x 7 ,
4
Al
3 e
,1.5%
o w w /w T wiw� w- . w W w\_.=_ _ew W
' r / TW=22.67 P'
TW=22.56 o- o
•3.t TW=22.41
eeli Is d S
rx.22.50
w -n 36 p o
V.
=22.39
Tw=zx.50 . `\ 4 4 /
iW=22.94 TW=22.95
.- I
I
/ 1 1
TW IR I 1
2220
gl �� So
1W=22.4122AI- TW=22.4
K1W=12.50 1W=22.70 - -
a : TW 2237
1W=22.67
1 1 - TW=22.25
21 72
° TW=22.36 ftjvx ° 1
-1' TW=22.21' 14 iz 41 /1 \ 'o /
■■C•f1NE: SEE SHE �.4-3
AS -BUILT r---•�_
Mir
°. 1p=2431-�" 2'2; N
APE ISLAND: ----
FAIL ABOVE
yJll.T��
.19
16 -
SIDEWALK GRADING DETAIL
1"=20'
AB-BULT NOTES V DAMTHIS
CONSTRUCTION RECORD DRAWING IS A COPY OF A CAO FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88
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CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM
CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MIN SYSTEMS. FIELD VERIFIED INNER AND
RIM ELEVATONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017, A BENCMMFKI
,
GRADING LEGEND
w 1l�
BEFORE YOU DKa1 FIELD SURVEY BY BARGRAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL
THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD
EAd
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eplHfA WERE INSTATED IN ACCORDANCE MTH THE APPROVED PLANS MID THE DOCUMENTED FIELD FOR ELEVATION, BEING
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pll REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88)
® \
Mir
°. 1p=2431-�" 2'2; N
APE ISLAND: ----
FAIL ABOVE
yJll.T��
.19
16 -
SIDEWALK GRADING DETAIL
1"=20'
R-3847109
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GRADING LEGEND
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EXISTING CATCH BASIN 71r
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I EXISTING STORM PIPE SD
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EXISTING GRADE CONTOUR ___28 ----
1
EXISTING GRADE SPoT ELEVATION :
`
PROPOSED GRADE SPoT ELEVATION 2&91
6?
4(
PROPOSED GRADE CONTOUR - �6----
PROPOSED CATCH BASIN
PROPOSED STORM CATCH BASIN/MANHOLE
PROPOSED STORM PIPE
tM=28.91
TOP OF WALL OR WALK ELEVATION
26�
911 ME
MATCH EXISTNG ELEVATION
CITY OF RENTON
IKEA PROPERTY INC
MMPAR aM OF= PUBLIC WORKS
420 ALAN WOOD ROAD
KEN, PA 19428
CONTACT:
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CONTACT: D LATON
E. SLATON
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CIVIL GRADING PLAN
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CONSTRUCTION MANAGER
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R. (610) 63A-0160; CELL YM-SA9-A623
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IKEA REDEVELOPMENT, RENTON, WA.
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6 2GRMUSEN CONSULTING ENGINEERS
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MT 6/11/2015 qpH Q15001266
78215 72ND AVENUE SOUTH KENT,
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WA 98032
T/NG ENQVA
U5c gOpyF 1"-a0' ,:gpgppK PACE_
JAY GRUBS. PE
(425)251-6222
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