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wz 40
FENCE LINE
(2) 6" SCH 40 PVC 11_011+
PIPE OR EQUAL i
\ VARIES
SAW CUT EXISTING SIDEWALK
AT EXISTING JOINTS O
RIM 20.82' EXIST. 4' DIAM.
CATCH BASIN TYPE II
4' ±
\ TOC
\ \ \ \ \ \ \ z ° \ PIPE COLLAR
/ (SEE DETAIL
THIS SHEET)
\
FIELD ADJUST AS \
NECESSARY
\\ \ e
NOTE:
1. CONTRACTOR TO FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION.
17H STREET (� PROPOSED PIPING AT CATCH BASIN 21 (OUTFALL 92)
S88'25'08■E 722.25'(M) / 722.27'(P)
PROPERTY
BOUNDARY
CATCH BASIN 7
STANDARD GRATE
RIM 20.60
8" PVC S 18.37 IE
4" PVC E 18.93 IE
4" PVC E 18.15 IE
4" PVC N 18.83 IE
10
SCALE: N.T.S.
10' LANDSCAPING & UTILITY EASEMENT
RECORDING NO.7809250902
OUTFALL 2 NORTH
CATCH BA IN 21
STANDARD GRATE
TYPE II
RIM 20.82
TOP OF 12" CMP STANDPIPE 18.30
BOTTOM OF STRUCTURE 11.11
12" CMP S 16.26 IE
12" CMP SW 14.55 IE
12" CMP NE 14.54 IE
*TOP OF 8" PVC SITTING IN
12" CMP PIPE. PIPE RUNS NE
AND SW TO 90' UP BEND,
TO BROUND LEVEL TO SITE
(TRUCK), 15.09.
4" PVC SE 18.47 IE +/ \\
PIPE COLL^�
(TY
6" SCH 40 PVC PIPE
S88°25'08"E 196.36'
W W W
8' CYCLONE FENCE 5
-9 X� X X ,.
X-� X X
s
IV
2 \ -
2
4
21.01
FLOW
LINE OF VERTICAL CURB
INFLUENT PIPING TRANSITION /�� 21 14-
\/21.54
DIESEL PUMP
(SEE NOTE 2) \/
4
NOTE: A CERTIFIED ARBORIST WILL BE 20.54
I OVERHANG --- PRESENT DURING EXCAVATION ACTIVITIES
I TO ENSURE THE PROTECTION OF THE \/ \
I TREES AND THEIR ROOT SYSTEMS.
C
PROPOSED
CONCRETE PAD
21.3 I //
CATCH BASIN 19 I //
STANDARD GRATE I //
RIM 20.06
12" CMP SW 15.46 IE I //
4" PVC SW 17.79 IE I //
12" CMP NE 15.35 IE
\\ I BUILDING CA
ST
RI
112
12
I I
CATCH BASIN 8
STANDARD GRATE
RIM 21.22
\\ I 4" PVC NW 19.14 IE
\\ // 12" CMP NE 15.87 IE
12" CMP SW 16.05 IE
21.4
\\ F
NOTE: SITE REFERENCE BASED ON FIELD SURVEY BY
CONTOUR ENGINEERING, LLC DATED DECEMBER 19, 2022
(INCLUDED WITH THIS SUBMITTAL)
4
CATCH BASIN WALL
11,
�II
I I
20.80 /
I I
I I
I I
I I
I I
I I
I I
I I
II�
I I
I I
TCH BASIN 20 II
60.39' S OF OUTFALL #2) II
ANDARD GRATE II
M 20.07
CMP S 16.94 IE
CMP N 16.84 IE II
I I
I I
�.� IT- II
II ❑ II
II
I I
A
C-1004
PIPE COLLAR DETAIL
SCALE: N.T.S.
6" SCH 40 PVC
90' BEND
FOUND PUNCH IN
2" BRASS DISC, ENCASED,
IN THE CENTER OF
CUL-DE-SAC ON
SW 29TH STREET.
VISITED 11 /8/2022
SITE BENCHMARK
ELEVATION: 19,74 FEET
.�0XI
TIN TREE
FOUND TACK IN LEAD
nk
IN WALK.
VISITED 11/17/2022
STORM DRAINAGE
TYPE 11
' 20.97
LIGHT POLE
BASE
OR CITY PERMITTING
D ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
C ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
B ISSUE FOR PERMIT
A ISSUE FOR PRELIMINARY
NO. REVISION BY
SURVEYED:
4-5-2023
DESIGNED
3-16-2023
1-9-2023
DRAWN: JB
12-20-2022
CHECKED
DATE
APPR
APPROVED:
AV
- RIM 21.81
18" CONC S 13.21 IE
(0.5' OF MUD IN CULVERT)
18" CONC NE 13.21 IE
18" CONC NW 13.20 IE
EXISTING LANDSCAPING
(SEE NOTE 3)
CATCH BASIN
STANDARD GRATE
RIM 19.40
8" CONC S 16.54 IE
.4
� 0 �■ 0
GHD Inc.
I ' 9725 Third Avenue NE Suite 204
Seattle Washington 98115 USA
IT 1 425 563 6500 �■ ■
www.ghd.com
Conditions of Use
PURPOSES This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of
GHD. This document may only be used by GHD's client (and any other person who GHD has agreed can use this
document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.
SCALE: VER'nI
V 1 M=20' HORI ONI N D1983/1991
CITY OF
RENTON
ONE INCH I DATU M
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
GENERAL NOTES:
1. REFER TO CERTIFIED ARBORIST'S REPORT DATED 3-3-2023 FOR SITE RECOMMENDATIONS
ON BEST MANAGEMENT PRACTICES.
2. DIESEL PUMP IS EQUIPPED WITH AN AUTO START/STOP CAPABLE CONTROL PANEL
PROGRAMMED TO COMMUNICATE WITH PRESSURE TRANSDUCERS/FLOATS SET AT
PRE -DETERMINED WATER LEVELS OF THE CATCH BASIN.
3. THE EXISTING LANDSCAPING CONSISTING OF THE TREE CANOPY AND LARGE SHRUBS WILL
PROVIDE A VISUAL BARRIER TO SCREEN THE SURFACE MOUNTED UTILITY EQUIPMENT.
KEY NOTES:
O1 REMOVE TREES AS SHOWN AND INDICATED BY CERTIFIED ARBORIST'S REPORT
DATED 3-3-2023 INCLUDED WITH THIS SUBMITTAL. (1) PIN OAK WITH FUNGAL
GROWTH AT THE BASE AND (3) CEDAR TREES THAT ARE 90% NECROTIC ARE TO BE
REMOVED TO GRADE.
O2 INSTALL A 6' TALL, TEMPORARY TREE PROTECTION FENCE AS SHOWN ON THE PLAN
PRIOR TO COMMENCEMENT OF ANY PROJECT WORK. FENCE LOCATION SHOWN IS
FROM THE CERTIFIED ARBORIST'S REPORT. FENCE TO REMAIN IN PLACE UNTIL ALL
WORK IS COMPLETED.
OSAW CUT EXISTING ASPHALT AND EXCAVATE FOR INSTALLATION OF PROPOSED
32'-6" x 1 V-0" CONCRETE SLAB FOR AQUIP 210S FILTER SYSTEM.
O4 AFTER SLAB HAS CURED, INSTALL THE AQUIP 210S FILTER SYSTEM, DIESEL PUMP,
ASSOCIATED PIPING AND ELECTRICAL EQUIPMENT. SAW CUT EXISTING SIDEWALK,
OPEN TRENCH, AND INSTALL (2) 6" SCH 40 PVC WATER LINES (SEE SECTION "A" THIS
SHEET). REPLACE SIDEWALK TO MATCH EXISTING. THE SIDEWALK SHALL BE
REPLACED TO THE NEAREST JOINT.
O5 STRAW WATTLE WILL BE PLACED AROUND CATCH BASIN 19 AND OUTFALL #2 DURING
EXCAVATION ACTIVITIES FOR THE CONCRETE SLAB AND EQUIPMENT INSTALLATION
TO PREVENT SILT / SEDIMENT CONTAMINATION. REFER TO DETAILS ON SHEET
C-6001.
O6 EQUIPMENT INFLUENT PIPING TRANSITION FROM 6" SCHEDULE 40 PVC PIPING TO 4"
FLEXIBLE PIPING. THE EXACT LOCATION OF THE TRANSITION WILL BE DETERMINED
IN THE FIELD. ALL FLEXIBLE 4 PIPING SHALL BE ABOVE GROUND.
LEGEND:
rr==,
EXISITING CATCH BASIN
EXISTING MANHOLE
- - - - - -
EXISTING STORMWATER PIPE
PROPOSED 6 PVC EQUIPMENT PIPING
- - - - - -
PROPOSED 6" PVC UNDERGROUND
EQUIPMENT PIPING
PROPOSED 4" FLEXIBLE
EQUIPMENT PIPING
STRAW WATTLE 8"-10" 0
TEMPORARY SECURITY FENCE
TEMPORARY TREE PROTECTION
FENCE
EXISTING TREE WITH
\�\
NI
I
DRIP LINE
APPROXIMATE LIMIT OF EXISTING
SHRUB VEGETATION
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
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CURRENT PLANNING Ar% IL
DEVELOPMENT ENGINEERING
MHerrera 04/13/2023 yCII 04/1 3/2023 J
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DATE: Q
XPO LOGISTICS RENTON 4-5-2023
STORMWATER FILTRATION SYSTEM FlELDBOOK:
PAGE,
11207014
DRAWING N0:
NORTH SITE PLAN C-1004 0
OUTFALL #2 SHE: s °F11 C j