HomeMy WebLinkAboutR-412348SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
Z
O
Fill
LU
Errs
LL
J
l0'w)
V
a.
O
I_
TOPGOLF RENTON
DUPLEX STORMWATER PUMP STATION
TOP LEFT ISOMETRIC VIEW W/ SECTION
NOT TO SCALE
I
I
PLAN VIEW
NOT TO SCALE
i
PROFILE VIEW
NOT TO SCALE
;DISCLAIMERS. INCLUDING BUT NOT LIMITED TO
�
�pt4 Jansen Prleaal • ul n01m reserved
DESCRIPTION:
REV
1 I All elevations have been provided by others. and have not been verified by Jensen Precast. Contractor to verity all dimensions and elevations
EHNE�
n field poor to installation.
s�Le
PUMP
Pl materials appearing as Jensen Precast documents and the kke are
TOPGOLF RENTON
1 These layout drevdn s are intended to show overall stem design ont . All concrete component thicknesses, dimensions, and joint
Y 9 s1' 9 Y P I
IIII
t a • r STATIONS
proprietary wnk product and are "acted under
U.S. c.Wght and other tans.
ntationS may vary across Jensen Precast's manufacturing facilities. Contractor to confirm all thicknesses. dimensions, and joint orientations
521 DUNN CIRCLE. SPARKS, NV 89431
Unto ss m can undlon with huaneas condoned wkh Jensen Preoel
Trite Page
SHEET.
orwr to installation.
useeJensen Precast work pmdun witl+out express, wnnen conserdais
PART NUMBE1l
1RAWNBY:
4&t SWPS C. P u rd i e
s stem design critena has been provided to Jensen Precast. Others are responsible for verifcatlon that system sleets intended application.
System 9 w spon Ys vPl
www.jensenwaterresources.com nw r r
) a se ate resou cos coin
r Nm d and.eal Innus ma +romei n I
p o k . ed s», n a and al work
1 OF 2
4,) Foundation. subgade, and backfill to be designed by others.
(ass) ass-ssoo
p-cc... _ ..--apr, -i 'd ;�=-1�- -. - n-na tgv of eve action.
CREATED'
4/23/2019
MODIFIED:
3/16/2020
PUMP STATION DETAIL
N TS
19' 101,
Ju A
010- INLET PIPING TO BE INSTALLED,
'CORED & SEALED BY OTHERS
08'-0' WET WE
ANTI -FLOTATION
PLAN VIEW
NOT TO SCALE
RIM EL: 30.49'
PRECAST WET WELL
PROVIDED BY OTHERS
HIGH WATER ALARM EL: 23.58' _FT A I � I \ i
LAG PUMP ON EL: 14.66
INLET INVERT AND
LEAD PUMP ON FL: 13.65'
PUMPS OFF Ell
LOW WATER ALARM EL: 12.16
FLOOR EL ±10.66
PROFILE VIEW
NOT TO SCALE
r VALVE VAULT I.D.
r CAST IRON
IE AND COVER
PRECAST WET WELL
'— PROVIDED BY OTHERS
ITEM
OTY
DESCRIPTION
9
2
SUBMERSIBLE PUMP HOMA AMS436.20012.8TX
10
2
AUTOCOUPLING ASSY 41N FLG STD HOMA 8604055
11
2
UPPER GUIDE RAIL BRACKET 41N FLG CPLNG 304SS HOMA 8732306
12
2
INTERMEDIATE GUIDE RAIL BRACKET 41N FLG CPLNG 304SS HOMA 0732106
13
1
FLOAT BRACKET 3 HOOK TYPE 316SS
14
2
FLOAT BRACKET 1 HOOK TYPE 3163S
15
2
FLOAT SWITCH 10OFT COX OPTI-F1100
16
80 FT
PIPE 1-1121N SCH40 GUIDE RAIL 304SS
17
2
90 DEG ELBOW 41N DUCTILE IRON FLG
18
2
MJ SLEEVE 41N WITH SS BOLT AND MJ GASKET
19
2
PIPE MN PE X PE DUCTILE IRON SPOOL 4FT
20
2
PIPE 41N FLG X PE DUCTILE IRON SPOOL 3.5FT
21
2
CHECK VALVE 4IN NEOPRENE TIDEFLEX TF-1
22
2
RFCA 41N Wf SS HARDWARE ROMAC
23
4
CONNECTOR BOOT S106-7MWS-MULTI CORE -SEAL ASTM C923(C1644 SS MULTI HOLE-7
150480
24
6
PIPE 4IN FLG X FLG DUCTILE IRON SPOOL 4FT
25
2
PIPE 4IN FLG X PE DUCTILE IRON SPOOL 2FT 61N
26
1
PRESSURE TRANSDUCER 15PSI 100FT CABLE PMC VL21134S-15PSI-lW
27
1
SINK WEIGHT SS PMC SW211100
28
40 FT
CHAIN WSIN 316SS
29
20 FT
CHAIN 3l161N 316SS
SYSTEM CHARACTERISTICS
CHARACTERISTICS
VALUES
DUTY POINT PER PUMP
200 GPM @ 20.1- TDH
MANUFACTURER
HOMA
MODEL NUMBER
AMS436-20W2.81r(C
PUMPTYPE
SUBMERSIBLE NON -CLOG PUMP
MOTOR SIZE
2,8 HP 14.1A
REOUIRED POWER SUPPLY
460V, 3 PH
FOUNDATION, SUBGRADE AND
BACKFILL DESIGNED BY OTHERS
PROVIDE A 12" GRAVITY CONNECTION AT
0% SLOPE BETWEEN THE PUMP BASINS TO
CONTAIN FLOW IN THE EVENT OF A
COMPLETE FAILURE.
FOUNDATION, SUBGRADE AND
BACKFILL DESIGNED BY OTHERS
NOTES:
ALL PRECAST CONCRETE STRUCTURES AND ACCESS HATCHESICOVERS TO BE SUPPLIED BY OTHERS.
DISCLAIMERS, INCLUDING BUT NOT LIMITED TO
%nNEH a
t5201s Jemen Preoep-All rights reserved
DESCRIPTION S.
REV.
1.) All elevations have been provided by others. and have not been verified by Jensen Precast Contractor to verity all dimensions and elevations
�`jr
in field prior t0 installation.
lltr
I �, I PUMP
Al materiels appearng as Jensen Precast dewments and the i,ke are
TOPGOLF RENTON
2. These layout drevAn s are Intended to show overall stem design only. All concrete component thicknesses, dimensions, and joint
Y 9 system 9P 1
1 r') I j AT IO NS
proprietary mvn product and are preened ur<w
.. rin n U S caPY g l and other laws
orientations may vary across Jensen Prepst's manufacturing facilities. Contractor to confirm all thicknesses, dimensions, and joint orienations
Unless mcontynnlonw_rkpbumew
nhoutexed nNJensen
MECHANICAL DETAIL
SHEET:
prior toinstallation.
521 DUNN CIRCLE, SPARKS, NV 89431
iduo lenCOn ent y
use of Jensen Precast work pmdual without express. women cansem Is
PART NUMBER:
464 SWPS
DRAWN BY C. P U rd e
3.) System design criteria has been provided to Jensen Precast. Others are responsible for verification that system meets intended application-
wwW Jensenwaterresources.com
prohltated, and eup ent Is pnnhiMH from dlstobti ng any and all wurk
2 OF 2
4.) Foundation, subgrade, and backfill to be designed by others,
(855) 468-5600
product to n—pim°rd -h,d .. ''-. rid- ;rz, -.td 1-1
CREATED:
4/23/2019
1 MODIFIED. 3/1 6/2020
PUMP STATION DETAIL
N TS
N
O
N
Q
Q
0
(4)
r
�A
`qAVIX a
'ITF I CIVIL
11235 s.e. 6th street I suite 150
bellevue, wa 98004
t: 425.453.9501 1 f: 425-453-8208
www.navixeng.com
�LI ZAP
of wes
I�
� itally sign
Lf i
by nails T flin
Date:
2022.09.3
d 418726:3s:43-HMO'
CD �SI0 AL
N
N
CD
Q) ENGINEERS CONSTRUCTION RECORD CERTIFICATION
THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN
77) INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD v
CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR
VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD =
o MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT
r1) REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY
CI C D CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, a
CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT
w EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING A/
CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q
00
NAVIX CERTIFICATION Q
R-412348 BY O
CD 0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS LU
0
Z
O
0 Fillo Z
LU
0
SURVEYED: SCALE: DATE:
HORIZONTAL: AL AD 119 3/1991
DESIGNED: ® FIELDBOOK:
Z.NALL CITY O F 09.26.2022 J
_ 2 RECORD DRAWINGS NAVIX 09.29.22 JET J.GREEN RENTON TOPGOLF RENTON 0
0
0 2 RECORD DRAWINGS NAVIX 06.10.22 JET : 780 LOGAN AVENUE NORTH PAGE:
® J.GREEN ONE INCH DATUM DRAWING NO: l -1
t„ Q 4 1 RECORD DRAWINGS NAVIX 05.17.22 JET CHECKED: AT FULL SCALE RENTON WA 98057 C-3.13 `act/
J.TAFLIN IF NOT ONE INCH Planning/Building/Public Works De t
% NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY P DRAINAGE DETAILS SHEET: OF: 0
mI I I J.TAFLIN 1 48 82