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SECTION A —A
A
MATERIAL: CAST IRON
QUALITY: MATERIAL SHALL
CONFORM TO ASTM A48 -
CLASS 30B
PAINT: BLACK PAINT
GRATE TO BE EMBOSSED WITH
"NO DUMPING, DRAINS TO RIVER"
GRATE SHALL BE MANUFACTURED
TO FIT AREA DRAIN
OPEN GRATE AREA = 82.87
SQ. INCH MIN
BEEHIVE GRATE
NTS
m
12" HINGED GRATE
1 2
OR BEEHIVE NC732 k2732
GRATE
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0
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VARIABLE INVERT HEIGHT INLET/OUTLET.
CD (SEE PLAN)
SIZE PER PLAN
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CD
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24" TYP ONSITE
12" TYP BIORETENTION
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0
0
0
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NOTE:0
CV
o 1. TRENCH AREA DRAINS SHALL BE COMPATIBLE WITH TRENCH
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DRAIN SYSTEM AND AS RECOMMENDED BY THE MANUFACTURER.
RATE COVER
s" NOTES:
MATERIAL: CAST IRON
QUALITY: MATERIAL SHALL
if
CONFORM TO ASTM A48 - CLASS 30B
PAINT: BLACK PAINT
0.38"
GRATE TO BE EMBOSSED WITH
"NO DUMPING, DRAINS TO RIVER"
GRATE SHALL BE MANUFACTURED
TO FIT AREA DRAIN
OPEN GRATE AREA = 50.60 SQ. INCH MIN
FLUSH GRATE
NTS
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SECTION VIEW
2
C700
8" PVC OVERFLOW
E=355.33-
355.04
8" PVC
E=3§41-
354.37
=HORIZONTAL
L5
COMPACTED BACKFILL
FILTER FABRIC
�° �Oc iaUu �aU 04 6" FLEXIBLE
Da� Da PERFORATED PIPE
O O GRAVEL BACKFILL
%w 24„ FOR DRYWELLS
0J 2. AREA DRAINS SHALL HAVE BEEHIVE GRATES IN PLANTERS AND
FLUSH GRATES IN PAVING, UNLESS NOTED OTHERWISE.
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AREA DRAIN 3 GRAVEL FILLED INFILTRATION TRENCH
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CONSTRUCTION RECORD DRAWINGS
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THESE RECORD DOCUMENTS HAVE BEEN
Michael Ruether (THE
I Dakota Simurdak (THE
co
PREPARED FROM THE CONTRACTOR'S
CONTRACTOR OF RECORD) HEREBY CERTIFY
SURVEYOR OF RECORD) HEREBY CERTIFY
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REDLINED MARK-UPS OF THE CONSTRUCTION
DOCUMENTS. THE ENGINEER REVIEWING THESE
THAT THE FIELD MEASUREMENT INFORMATION
THAT THE SURVEY INFORMATION SHOWN ON
RECORD DRAWINGS HAS NOT WITNESSED ALL
SHOWN ON THESE RECORD DRAWINGS
THESE RECORD DRAWINGS ACCURATELY
THE ELEMENTS OF CONSTRUCTION AND IS
ACCURATELY REFLECTS THE FIELD CONDITIONS
REFLECTS THE FIELD CONDITIONS AS OF
NOT RESPONSIBLE FOR ERRORS OR
o
OMISSIONS IN DATA OR CERTIFY THE
AS OF 10/29/2024.
10/29/2024.
ACCURACY OF THE INFORMATION PROVIDED
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BY THE CONTRACTORS AS -BUILT REDLINES.
CD x
NTS
1
CIVIL
CONSTRUCTION PERMIT
2
CIVIL
CONSTRUCTION PERMIT
RESUBMITTAL
3
CIVIL
CONSTRUCTION PERMIT
RESUBMITTAL
4
CIVIL
CONSTRUCTION PERMIT
REVISION
5
GRADING, STORM, AND PSE
UPDATE
NO.
REVISION
C700, C71 1
C M K
10/ 19/21
TJE
SURVEYED:
C M K
12
20
21
TJE
DESIGNED:
cMK
CMK
02 18 22
TJE
CB
06
17
22
TJE
DRAW": DC, JYL
CB
12
20
23
TJE
CHECKED:
CB
BY
DATE
AP P R
APPROVED:
TJE
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PLAN �y
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SECTION A
FLOW SPLITTER
NTS
V;ZC T
8" PVC
2" STAINLESS STEEL
GUIDE RAIL ASSEMBLY
(TYP) '<- °
PUMP (2 TOTAL)
_2" GIP FM °
(1)4' PVC CONDUIT
ELECTRICAL POWER CABLES
PER ELECTRICAL (SEE NOTE 4)11,
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PLAN �?
2'x3' HATCH COVER
d O
a °
HANDHOLDS PER
2" GIP FM KCRDCS DWG. 7-011
IE=359.50
GATE VALVE(S)
CHECK VALVE(S)
2" GIP FM
48" DIAMETER LIFTING CHAIN -
TYPE 2 SDMH AND SHACKLES
STAINLESS STEEL -
GUIDE RAIL SYSTEM
8" PVC
IE=356.00-
354.33
C70
NOTES:
HWL ALARM
EL=357.89
8" INLET
SEE 4/C710
FLOAT TREE
48" DIAMETER
MANHOLE
PUMP ON
EL=354.45
PUMP OFF
EL=352.66
jrlk_�7 7 LOW WATER ALARM
EL=352.08
11 BTM ELEV=351.16
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SECTION A PUMP(S)
1. DUPLEX SYSTEM USING LIBERTY FL30 SERIES OR APPROVED EQUIVALENT.
2. EACH PUMP SHALL HAVE A MINIMUM 46 GPM CAPACITY AT 9.18' TOTAL
DYNAMIC HEAD.
3. PUMPS SHALL FIRE IN AN ALTERNATING SEQUENCE. ALARM/CONTROL PANEL
AND WIRING BY ELECTRICAL.
4. COORDINATE WITH ELECTRICAL CONTRACTOR FOR SIZE, MATERIAL AND
LOCATION OF ELECTRICAL CONDUIT FOR PUMP CONTROL/POWER CABLES.
POWER CABLES SUPPORTED BY STAINLESS STEEL FLOAT HANGER. PUMP
POWER CORDS NOT SHOWN.
5. PUMP CONTROLLER SHALL HAVE AUDIBLE AND VISIBLE HIGH WATER ALARM.
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4276
• Call 81 IONAL 1601 5th Avenue, Suite 1600
° two business days Seattle, WA 98101
before you dig 10/14/2024 206.622.5822
www.kpff.com
SCALE:
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HORIZ MAL NAD 1983/1991 " CITY OF
AS SHOWN
RENTON
ONE INCH DATUM "
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
PUMP STATION
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C700,C710
R-419927 z
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS p
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RENTON SUNSET GARDENS 10/14/2024
2900 NE 10TH ST, RENTON, WA 98056 z
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PAGE:
DRAWING NO:
C732 w
s"
STORM DRAINAGE DETAILS 27 �`44
NTS