Specifications IF W AKE CIVIL EN
G
PLANNING SUR
ASSOCI INC.
FROM: Darold Orgill b H
TO: Mike Shenan
CITY OF TIGARD FILE: 99805
Building Dept.
13125 S.W. Hall Blvd. DATE: 12/5/96
Tigard, Or 97223
SUBJECT: Alpenrose Property Lift Station
ENCLOSED HEREWITH: •
PRELIMINARY COST ESTIMATE
FINAL X COMPUTER DISK
CONSTRUCTION PLANS DRAWING NO.
GRADING PLANS OTHER
ATTACHED IS THE PROPOSED DESIGN FOR LIFT STATION AT THE ALPENROSE
PROPERTY, ADJACENT TO TIGARD TIRE & AUTO. THIS IS AN ADDENDUM TO
THE PHYLLIS STEWART SEWER PROJECT, AND WE WOULD LIKE TO INSTALL THE
THE LIFT STATION AS SOON AS POSSIBLE SO WE CAN CLOSE OUT THIS PROJECT
CC: LES FULLERTON
Co nditionally
Approved . CITY OF TI RD
q
pprove
... ..... .
Y ........ [ J
............
r on
ly the work • e cr � n . ..................... [ J
PERMIT NO.
See letter to: Follo � i � !
633
w. ._ -4/14 1 /
Attach ....................................... ............
Job Addr • s [
Yours very truly, ate' /.2
WAKER ASSOCIATES, INC.
4 0 11, gial
BY
11080 S.W. ALLEN BOULEVARD / SUITE 100 / BEAVERTON, OREGON 97005 / PHONE (503) 643 -9410 / FAX (503) 643 -0625
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OLTLET `TAE . peYAIL — PLAN v/EW
ALPENROSE LIFT STATION •
PUMP CURVE
�G DJO
DATE: 12/04196
PRESSURE LINE Fittings Flow Mannings Fric Loss Static Head TDH Pump Curve
Dia in. I Dia ft I Length Eq. Length qpm cfs n ft ft ft SK50
2 0.167 61.5 41.5 6 0.013 0.013 0.20 3.7 3.90 23.88
2 0.167 61.5 41.5 12 0.027 0.013 0.82 3.7 4.52 23.19
2 0.167 61.5 41.5 18 0.040 0.013 1.84 3.7 5.54 22.50
2 0.167 61.5 41.5 24 0.053 0.013 3.28 3.7 6.98 21.81
2 0.167 61.5 41.5 30 0.067 0.013 5.12 3.7 8.82 21.12
2 0.167 61.5 41.5 36 0.080 0.013 7.37 3.7 11.07 20.44
2 0.167 61.5 41.5 42 0.094 0.013 10.04 3.7 13.74 19.75
2 0.167 61.5 41.5 48 0.107 0.013 13.11 3.7 16.81 19.06
2 0.167 61.5 41.5 51 0.114 0.013 14.80 3.7 18.50 18.71
2 0.167 61.5 41.5 57 0.127 0.013 18.49 3.7 22.19 18.03
2 0.167 61.5 41.5 63 0.140 0.013 22.58 3.7 26.28 17.34
2 0.167 61.5 41.5 69 0.154 0.013 27.09 3.7 30.79 16.65
2 0.167 61.5 41.5 75 0.167 0.013 32.00 3.7 35.70 15.96
2 0.167 61.5 41.5 81 0.180 0.013 37.33 3.7 41.03 15.27
2 0.167 61.5 41.5 87 0.194 0.013 43.06 3.7 46.76 14.59
2 0.167 61.5 41.5 93 0.207 0.013 49.21 3.7 52.91 13.90
2 0.167 61.5 41.5 99 0.221 0.013 55.76 3.7 59.46 13.21
2 0.167 61.5 41.5 105 0.234 0.013 62.73 3.7 66.43 12.52
2 0.167 61.5 41.5 111 0.247 0.013 70.10 3.7 73.80 11.83
2 0.167 61.5 41.5 117 0.261 0.013 77.88 3.7 81.58 11.14
2 0.167 61.5 41.5 123 0.274 0.013 86.08 3.7 89.78 10.46
WAKER ASSOCIATES Inc. 1 .
N
ALPENROSE LIFT STATION
PUMP CURVE
100
80 -
4
60 -
I
g v ® SYSTEM
® PUMP
}
° 40 - SK50: 18.5 ft c@ 51 gpm
r`--
20 -
.
0 I I 1 I I 1 I I l I I I 1 I I I I I I I I
6 12 18 24 30 36 42 48 51 57 63 69 75 81 87 93 99 105 111 117 123
GPM
WAKER ASSOCIATES Inc. 2 U1
N
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Fa
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FILL TIME = S Z i
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IT hYcCE
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SELT"l.oM
- of �j�
Charts A -2 and A -3 UNIFORM PLUMBING CODE
CHART A -2
Estimate Curves for Demand Load
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■■■m ■ ■// SOWSn. mmmmmm./ mmm //mm ■■gmmum ■M E /M ■/mm
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CHART A -3
Enlarged Scale Demand Load
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0 20 40 60 eo 100 120 14. •• • 2•• •
FIXTURE UNITS
- Fl xrirze vN ITS •
176
' %z
SPRING ASSISTED DIAMOND 506-LA
PLATE w/ LOCKING LATCH
Vii O
COVER 4 - 5/8' DIA.
No. 55 -332P -' LIFT INSERT KI,( bC (4p S
1,030 lbs. -II
PSPL CODE 0 7656400 7-'-'-•-'-T-'-'-'-'-'-
' -±I MATITNIP T A I i i i i i : PRONSIM 1- ' A
4•'C' CHANNELS 24'LG. s !;' ' V%�, 1
• ,
� P F VAULT
No. 506 -L = F t L �, ` � Aie,••,.. -r �, ' c �' „ > .
3,720 lbs. PSPL CODE g 76 � � ` '.•''-:' '" , r4' • * /t 7. WW ` "' ' ' = •,
\_) a r / ,�� i i i - :4 C , r: Wit: co LIFT T 1/2 DIA. 16 4 G 4 ,.dX ‚ " . J 'J
#
J ; o-�Y.
7j � y�r"^� L� ' � . X599 # 43/4' DIA. OCKOUTS , R " `` . .4i •' :" _� , ,
16 EAC DE t s ,
All
. y S ; J F v1aFt<0�
bi
2 - 2 1/2' DIA. 't, ..ti • � ,
GROUND ROD KNOCKOUTS +': f ' r:
fI
N iii
ff ;
OPTION - PULLING IRONS 4.$. 0 C‘
- K,
., 4' -8' 6 3/4 DI IDE ONLY OUTS
OPTIONAL TOP SECTIONS \
r 56" I I 72'
12"
----T . .
......... -
,..............................
............... . .
56' AS REQ'D 28• F ••:: $ t:.:•••0: • ::•/ • • 42' MAX. Y::•i::::: . ,
L • MANN is
15'
Round Access Pad Mount Locking Aluminum Cover I
No. 55 -1228 No. 55- 332 -AL • '
1,200 lbs. 850 lbs. -
PSPL Code #7656402 Pad Mount 19.44
No. 66 -1540
• • 2,390 lbs.
i�
i j. ; sal
PRO
,F15:3g
• • For Vault Extension see Riser Section.
,..,,A,:::..:- :c:r.` "J.. , Locking Steel Cover For details and specifications of Gratings
7.,..; No.55 -3030P and Access Covers see Grating Section.
, .ir 1,190 lbs.
• ITEMS SHOWN ARE SUBJECT TO CHANGE WITHOUT NOTICE.
;V :: T , ...,. FOR DETAILS SEE REVERSE SIDE.
UTILITY �..>: :....:_., 0 -
Copyright 1992 16 Issue: April, 1992
•
`` /Ic
506 -LA
56'
4.5/8• DIA.
LIFTING INSERTS
O V1� VJ— — —V VV
f1 ° -
, i
iii /�/�i/�/�/�ii/�iii/�i/�.. /,/, , i
,,, ....,,,,,..„„„„,,
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, „,„„.„,„,,,,,:,„„...
, ::::.,,,,..„:„:„ , I 56"
A , /,,,,,,,,,,,,
1 ,,,,,
1 ,,,,,,,, ,
,
d
Y I
I ° ° 1
,A- till_ A - .. - ,-
COVER No. 55 -332P
PLAN VIEW
4 3/4' DIA. KNOCKOUTS
16 ON EACH OF 4 SIDES A
2 - 1 1/2' DIA. 8' 7' 2' -2 T 8•
UFT HOLES
_ I
1? ' ;o ° '0 6' I
1 2' ( \ ( \ ( \ ( \ U U +•
(\( \ o \( 1 0 0 O C 6•
' 0 4 - 'C• CHANNELS 24' LG. 5 11
(\(1 (1(10 _ 0 0 0c I
( \ ( 1 ( 1 ( \ 6 O O O \U 6'
5'-6' i . i
;o. o
4 3/4' DIA. KNOCKOUTS
6 THIS SIDE ONLY
0
10•
00 0 0 c
. H.:-: : o : . p. :.o.. ::.P:•':V -:P''_
2.2 1/2' DIA. 1 8 1/2' 7• 2' -1' 7' 8 1/2
GROUND ROD KNOCK -
S ECTION AA END VIEW
SCALE: 1/2 " =1'-0"
16.1
il ; ,---
Atil 1,
ENGINEERING DETAILS - 5K50
Performance Data
Pump C haracteristics 24 NNEEENNEENNEENNEENNENNEN
P ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■•••■
Pump /Motor Unit Submersible F 0AMMENEEENNEMENENEEMINNE
Manual Models SKSOMI SKSOM2 1a ■•,,u•.•■......■■■■■••••
111•u•m10111111• 4/10 HP II...lnIIIIIIIIIII..
Automatic Models SK50A1 — s IMEMEM MiZNE �MEMMEMEME
Horsepower 4/10 si 12 � MIM�II��ME��111MNIIMINE•1111��
a MEMENNIM EErn�r.......
Full load Amps 12.0 6.0 NEEMEN MOMMEMMOMBE\'
Motor Type Shaded Pole (4 Pole) ° MEMM••••••••••••••••'E'•
R.P.M. 1550 '- 6 NEEIMMENEMENAMMEMBIMEMi\
Phase 0 1 11111...1111111111101.10...11111111..1.111111.
Voltage 115 I 230 D .■■■■■■..■■M■■■■■■■■■■■■
Hertz 60 0 20 40 60 80 100 120
Operation Intermittent CAPACITY -U.S. G.P.M.
Temperature 130 °F Ambient Total Head (feet) 12 14 16 18 20 21
NEMA Design A •
Insulation Class A • GPM 4/10 HP I 74 57 40 21 7 0
Discharge Size 2" NPT std. (3" opt.) " •
Solids Handling 2" ' `
Dimension Data
Unit Weight 54 lbs.
Power Cord 16/3, SJTA, 115V = 10' std. 4 -5/16 8-1/16 1 AO dimensions in inches
(20' opt.) 5 2. Component dimensions
230V = 10' std. I if 2 NPT may vary ± 1/8 inch
4.3/6 % ` DISCHARGE 3. Not for construction
/ purpose unless certified
4. Dimensions and freights
Materials: of "•Construction - c are approximate
.
Handle • , ----- ;' � /': �' 5. We reserve the right to
Steel 3 ' m/2' make revisions to our
Lubricating on Dielectric J - - - i f , ,
their
g ectric Oil ,.; / 1pedlications without
Motor Housing Cast Iron I
notice
Pump Casing Cast Iron
Shaft Stainless Steel
Mechanical Seal Faces: Carbon /Ceramic r:iiit-
i 11.1/2
Shaft Seal Seal Body: Brass � PUMP
Spring: Stainless Steel t '1 D ISCH A RGE °N
HEIGH
Bellows: Buna -N n -Tn6 !
I
mpeller Cast Iron';- -. -- - -- r -'r l - u -5-16
t 6-9/16
Upper Bearing Bronze Sleeve , .: � 5.1/2
PUMP
Lower Bearing Single Row Ball Bearing 1 ' ' , 1 f OFF
I r
Fasteners Stainless Steel
AURORA/HYDROMATIC Pumps, Inc.
1840 Baney Road, Ashland, Ohio 44805 -
(419) 289 -3042