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EX SD DROP INLET
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W 8 V. W (12")=21.07 0
INV. SW (4")=21.27o 0
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7 8 9 12
25.66 ME
25.51 ME
1.0 _ 40 00
25.40 ME 25.43 ME 25.44 ME '� 'I
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26.23 26.11 FL o I
25.75 FL TS 26.02
- - - S26 26. FL '
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26.32 FL STS I '� � 1
25.58 ME
26.07FL TS I m m m mr� �7. N I - i _- 25.77ME _01 1
' S. " I PR 48" CIRCULAR
� i I 26.60 RIM 25.77 ME 25.84 RIM CATCH BASIN TYPE 2
STS 26.78 FL WITH RECTANGULAR
25.98 ME I
SOLID METAL COVER
STS / I ?6 PR 48" CIRCULAR RIM=25.84 N
\ i I 4? i 26.10 FL - - - - - CATCH BASIN TYPE 2 I , T16 • L26 37 - \ I STS j I i .2612 I- INV S (18")=17.90
RECTANGULARWITH INV W (18")=17.90
SOLD METAL E
ME
\ \ I EX SD DROP INLET / 26.30 FL 27 RIM=26.60 26.78 FL 25.97 ME - - - - - - - - - - - - - -
RIM=25.62 (RAISE TO 25.85) / INV E(18")=17.74 -
STS INV NE (12")=22.62 / _ INV NW (18")=17.74 --11 �' \ I 1
` INV S (8")=23.22 / I ------ - I + 1
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EX SD DROP INLET
RIM=25.36
INV NE (12")=17.46
INV NE (12")=17.56
,STS\ INV SE (18")=17.62
INV SW (18")=17.46
26.36 ME 26.27 ME \ 1
--------- STs 1
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26.33 ME
26.30 ME S
26.49 ME I t
° ° ° 26.32 ME
a a a a °
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I 26.30 ME 1
26.91 EOB ,
FFE=27.55
1 26.30 ME
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26.44 RIM I 26.30 ME
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27.55 E0B
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SEE OGP
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26.56 ME
ENTRANCE/EXIT
26.65 ME 26.63 ME
ENLARGEMENT
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EPR 48" CIRCULAR CATCH BASIN TYPE 2
- - - - - - - -
I I
THIS SHEET
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- - - - - - - - - - - - - - - - - - -- - - - a 26---
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a 26.41 ME
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EX SD DROP I LETa a
° a RIM= 5.70 a
a INV N (8" )= 3.55 i
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26.78 FL
26.78 FL
PICKUP ENTRANCE/EXIT ENLARGEMENT
SCALE: 1" = 5'
NOTE: INFORMATION FOR AS -BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR.
27.00 TR
i
26.51 BR
8.01
27.15 TR
26.59 BR
PICKUP RAMP ENLARGEMENT
SCALE: 1" = 5'
6\ 1 CCD #6
NO.
A
REVISION
jI RIM=26.44 1
INV E (18")=17.95 I 1
I SEE OGP RAMP INV S (18")=17.95 "?
ENLARGEMENT �___I I ����__��_
THIS SHEET
26.80 ME
26.92 FL I 26.87 ME 26.88 MEME
------------ - I-
- - - - - - - - - - - - - - - - - -
27.45 E013 7
/
27.50 EOB �
27.55 EOB
A
FFE=27.55
10 0 5 10 20 40
( IN FEET)
1 inch = 10 ft.
JSB, 07/30/21 suRvEyD'
TJ K
DESIGNED:
JSB
DRAWN:
JSB
CHECKED:
RCJ
BY DATE APPR APPROVED:
BDA
Ste:
AS NOTED
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON
MAPS PROVIDED BY THE APPROPRIATE UTILITY
COMPANY AND FIELD SURFACE EVIDENCE AT THE 0
TIME OF SURVEY AND IS TO BE CONSIDERED AN 0
APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE LOCATION OF ALL UTILITIES, PUBLIC OR Know what's b e l o W .
PRIVATE, WHETHER SHOWN ON THE PLANS OR CC I I before you dig.
NOT, PRIOR TO CONSTRUCTION. REPORT ANY
DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND
VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH
POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
HORIZZOONnTAL• NAD 19W/1991 ' CITY OF
RENTON
DATUM '
Planning/Building/Public Works Dept.
AS -BUILT SET
KEY MAP
NOT TO SCALE
GRADING LEGEND
EXISTING BUILDING TO REMAIN
®
EXISTING BOLLARD TO REMAIN
X
EXISTING FENCE TO REMAIN
EXISTING CURB & GUTTER TO REMAIN
EXISTING STORM INLET TO REMAIN
EXISTING SIGN TO REMAIN
EXISTING SITE LIGHTING TO REMAIN
o-�
EXISTING SITE LIGHTING TO BE RELOCATED
so
EXISTING STORM SEWER MANHOLE TO REMAIN
EXISTING FIRE HYDRANT TO BE RELOCATED
PROPOSED PICK-UP SIGN
PROPOSED CURB AND GUTTER
PROPOSED SAWCUT LINE
- - - 25 -
- - EXISTING MAJOR CONTOUR
27
EXISTING MINOR CONTOUR
PROPOSED CONTOUR
30 007
PROPOSED SPOT ELEVATION
ME
MATCH EXISTING ELEVATION
FL
FLOWLINE ELEVATION
TBC
TOP BACK OF CURB ELEVATION
FFE
FINISHED FLOOR ELEVATION
EOB
EDGE OF BUILDING ELEVATION
BR
BOTTOM OF RAMP ELEVATION
TR
TOP OF RAMP ELEVATION
2.00%
EXISTING SLOPE ARROWS
2.00%
PROPOSED SLOPE ARROWS
NOTE: CONTRACTOR MUST COORDINATE WORK WITH UTILITY COMPANY AND CITY PRIOR TO
BEGINNING WORK AND IS RESPONSIBLE FOR ALL MATERIALS, LABOR, REPAIRS, ETC. TO
COMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR TO STARTING WORK.
NOTE: CONTRACTOR RESPONSIBLE FOR AS -BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY
OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY,
UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. AS-BUILTS SHALL BE SIGNED AND
CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER.
GENERAL CONTRACTOR'S SURVEYOR SHALL VERIFY ALL HORIZONTAL CONTROL DIMENSIONING
PRIOR TO CONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL BENCHMARK, BASIS OF
BEARING AND DATUM INFORMATION TO ENSURE IMPROVEMENTS WILL BE AT THE SAME
HORIZONTAL AND VERTICAL LOCATIONS SHOWN ON THE DESIGN CONSTRUCTION DRAWINGS.
PRIOR TO CONSTRUCTION STAKING ANY DISCREPANCY MUST BE REPORTED TO OWNER AND
ENGINEER PRIOR TO CONTINUATION OF ANY FURTHER STAKING OR CONSTRUCTION WORK.
NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR
SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION A
THEIR COST.
Z
R-41851 0 °°
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q
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W
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DATE:
WALMART #2516 07/29/2021
WALMART SUPERCENTER PICKUP EXPANSION REWWOK:B00K
CONSTRUCTION DOCUMENTS PAGE: PAGE
DRAWING N
GRADING PLAN C5
J
Q
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