20120188 APPROVED Plan Set 102120145
0
i
i
EQUIPMENT LIST:
E OBOOSTER PUMP ASSEMBLY. GRUNDFOSNDONEN)CQ PALISADES WEST
MPG-EDF WJ THREE (3) CR90- I PUMPS AND ONE(I) CR 20 -3
PUMP. ASSEMBLY INCLUDES PRESSURE GAUGES AND 43.0
I D15CHA GE ANIFOLDSSONBOTH THE
EQUAL). BOOSTER PUMP STATION
DISCHARGE MANIFOLDS (OR APPROVED EQUAL).
2O PUMP ISOLATION VALVE PROVIDED ON SUCTION AND I
TRACT F. ! 5026 SE 507 H WY
DISCHARGE SIDE OF EACH PUMP BY PUMP MANUFACTURER.
(IYP.) (DEDICATED TO THE CITY OF YELM) FENCE \ \ YELM, WA 08597
OFLOMATIC MODEL 888, 4" WAFER STYLE SILENT CHECK VALVE
FOR CR 90-1 PUMPS.
4OAPCO SERIES 300, 2" WAFER STYLE SILENT CHECK VALVE 01 TYPE I SCREENING 29 30
Fr1R r'R 9 PI IKAP
VARIABLE FREQUENCY DRIVES FOR EACH PUMP, LO 12
3
LEAD / LAG / ALTERNATION PUMP INTEGRATION. I g 12 ,f 10 14 6 \
O400 AMP 1201208V 30 AUTO TRANSFER SWITCH. I O 1 1 (D71 f 24 1
7 \
O DIESEL GENERATOR WITH FOAM AND SOUND SCOOP NOISE
ATTENUATION. CONTRACTOR RESPONSIBLE FOR SIZING
GENERATOR. CT CAN g 4
(I 2'x 48 ")
O132 GALLON ASME BLADDER TANK `r
1 1 N
0 8" GATE VALVE WITH HANDWH HEAT PUMP EEL (I G" x 3G") I _ 2
w I i,
I I 8" 90° D.I. BEND, CONNECT TO EXISTING 8" D.I. RISER (CUT HWY 507 4 a 21
TO LENGTH) R.O.W. — I�
12 8" D. I. TEE I a ASPHALT
4
„ PARYJNG
4' -8" x 4' -8"
13 TAPPING SADDLE WITH 2" PIPE 'Jw` I I 36 ELEC. I SPACE PANEL CLEARANCE PER PSE I XMFR CLEARANCE
14 2" 900 BEND SETBACK CRITERIA I d
5 2" UNION 10.66' T T 6
6 2" BALL VALVE I UTILITY E5MT m
17 2" TEE, AND H05E BIB O �\ ( BACK OF CURB Lri
8 EXISTING I 0"x8" REDUCER
9 EX15TING 10" GATE VALVE
I I EX. 15.0' DRIVEWAY CUT
0 20 HARMONIC MITIGATION PANEL 00 AMP 1201208V 3 PHASE I j CENTERED ON BUILDING.
0 21 ONE EXTERIOR 30 LED DOWN LIGHT NEAR ACCE55 DOOR, O I I I
TWO I COW WET LOCATION INTERIOR LIGHTS, WITH SWITCHES Ih 15.0 WIDE ACP DRIVEWAY
LOCATED NEAR DOOR, �/ I FROM CURB TO PUMP HOUSE,
SEE DETAIL 5 ON C3.0
22 FU5ED DISCONNECT 400 AMP 120/205V 3 PHASE I j
23 20 AMP, 1 20V, GFI RECEPTACLE. I 19 19
24 2" ASME LIQUID PRESSURE RELIEF VALVE. SEE DETAIL, C3.0 I
25 MAIN PANEL 400 AMP 120/208V 3 PHASE
_ EXISTING 10 WATERMAIN II 11 -- IT I (111,
2G RTU) AND MD5 TIRANSONOEG900 RADIO OR CONNECTION TO 13.3' - T 0 �qr
CITY OF YELM WONDERWARE 5.C.A.D.A. SYSTEM.
27 HOUSE PANEL 200 AMP 120/205V 3 PHASE
28 DUCTLESS HEAT PUMP 2 112 TON, 30 AMP 205V I PHASE I PALISADES ST SE
(40" x 9 ")
29 2" TANK VENT
TERMINATE 12' ABOVE GROUND LEVEL
30 EMERGENCY TANK VENTS PER NFPA 3C
PLUMBING SYSTEM NOTES: PUMP HOUSE LAYOUT
I . ALL INTERIOR ABOVE -SLAB PIPING AND FITTINGS WITHIN PUMP HOUSE SHALL BE DUCTILE IRON, AWWA SCALE: 1 " =4'
C205 STEEL, GALVANIZED IRON OR COPPER WITH FLANGED CONNECTIONS, PIPING SHALL BE SECURED ELECTRICAL SYSTEM NOTES:
TO THE FLOOR, WALLS, ETC. BY STRAPPING THE PIPE DOWN OR OTHER SUCH APPROVED METHOD.
2. ALL BELOW GROUND PIPING SHALL BE MECHANICAL JOINT FITTINGS WITH THRUST BLOCKS AND ELECTRICAL SYSTEMS SHALL BE BIDDER DESIGNED, ELECTRICAL SYSTEMS
MEGALUGS AND SHALL CONFORM TO STANDARD WATER MAIN SPECIFICATIONS AS DETAILED IN THE SHALL MEET ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES. THE
GENERAL NOTES. ELECTRICAL CONTRACTOR SHALL PROVIDE SYSTEM DE51GN DRAWINGS TO
THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE START OF ANY
3. ALL SERVICE CONNECTIONS SERVED BY THE BOOSTER PUMP STATION SHALL REQUIRE AN APPROVED CONSTRUCTION. ALL PERMITS, FEES, AND NECESSARY INSPECTIONS
SHALL BE THE SOLE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.
DOUBLE CHECK VALVE BACKFLOW ASSEMBLY (DCVA). SCHEMATIC ELECTRICAL DESIGN PROVIDED FOR REVIEW ADEQUACY.
4 -29 -2014 NLA CDP MRS SITE LAYOUT CHANGES DRAWN BY: DESIGNED BY
2 9 -4 -2014 NLA CDP MRS REVISIONS PER COMMENTS IWT BEE GALL 48 HOURS
CHECKED BY APPROVED BY
NO I DATE I BY I CKD I APPR
REVISION
I I
I COVER SHEET WITH PUMP HOU5E LAYOUT AND ELECTRICAL DIAGRAM
CT CAN
C2.0
„I'
(12" x 481)
C3.0
N G GATE
O FLOMATIC MODEL 888, 8" WAFER STYLE SILENT CHECK VALVE
�
-
WATER MAINS EQUAL TO OR LESS THAN TWELVE INCHES IN DIAMETER SHALL BE
3
� GENERATOR
m
4f`'� L of
HEAT PUMP
�%
\� PROPERTY LINE
(IG "x34")
3'
4.
4200 6th Avenue SE, suite 309
22
SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR AN51 FLANGES. VALVES
2G
Lacey, Washington 98503
(360) 292 -7230 Fox (360) 292 -7231
e� STgRw° {�
ev: DATE,
SCALE
O6 PUMP CONTROL PANEL, ALLEN - BRADLEY PLC CONROLS AND
—
CONTRACTOR MUST COMPLY WITH ALL LOCAL AND STATE EROSION CONTROL
, f
�$
G
F�0
DEVELOPMENT REVIEW ENGINEER
G.
AS SHOWN
VARIABLE FREQUENCY DRIVES FOR EACH PUMP, LO 12
3
LEAD / LAG / ALTERNATION PUMP INTEGRATION. I g 12 ,f 10 14 6 \
O400 AMP 1201208V 30 AUTO TRANSFER SWITCH. I O 1 1 (D71 f 24 1
7 \
O DIESEL GENERATOR WITH FOAM AND SOUND SCOOP NOISE
ATTENUATION. CONTRACTOR RESPONSIBLE FOR SIZING
GENERATOR. CT CAN g 4
(I 2'x 48 ")
O132 GALLON ASME BLADDER TANK `r
1 1 N
0 8" GATE VALVE WITH HANDWH HEAT PUMP EEL (I G" x 3G") I _ 2
w I i,
I I 8" 90° D.I. BEND, CONNECT TO EXISTING 8" D.I. RISER (CUT HWY 507 4 a 21
TO LENGTH) R.O.W. — I�
12 8" D. I. TEE I a ASPHALT
4
„ PARYJNG
4' -8" x 4' -8"
13 TAPPING SADDLE WITH 2" PIPE 'Jw` I I 36 ELEC. I SPACE PANEL CLEARANCE PER PSE I XMFR CLEARANCE
14 2" 900 BEND SETBACK CRITERIA I d
5 2" UNION 10.66' T T 6
6 2" BALL VALVE I UTILITY E5MT m
17 2" TEE, AND H05E BIB O �\ ( BACK OF CURB Lri
8 EXISTING I 0"x8" REDUCER
9 EX15TING 10" GATE VALVE
I I EX. 15.0' DRIVEWAY CUT
0 20 HARMONIC MITIGATION PANEL 00 AMP 1201208V 3 PHASE I j CENTERED ON BUILDING.
0 21 ONE EXTERIOR 30 LED DOWN LIGHT NEAR ACCE55 DOOR, O I I I
TWO I COW WET LOCATION INTERIOR LIGHTS, WITH SWITCHES Ih 15.0 WIDE ACP DRIVEWAY
LOCATED NEAR DOOR, �/ I FROM CURB TO PUMP HOUSE,
SEE DETAIL 5 ON C3.0
22 FU5ED DISCONNECT 400 AMP 120/205V 3 PHASE I j
23 20 AMP, 1 20V, GFI RECEPTACLE. I 19 19
24 2" ASME LIQUID PRESSURE RELIEF VALVE. SEE DETAIL, C3.0 I
25 MAIN PANEL 400 AMP 120/208V 3 PHASE
_ EXISTING 10 WATERMAIN II 11 -- IT I (111,
2G RTU) AND MD5 TIRANSONOEG900 RADIO OR CONNECTION TO 13.3' - T 0 �qr
CITY OF YELM WONDERWARE 5.C.A.D.A. SYSTEM.
27 HOUSE PANEL 200 AMP 120/205V 3 PHASE
28 DUCTLESS HEAT PUMP 2 112 TON, 30 AMP 205V I PHASE I PALISADES ST SE
(40" x 9 ")
29 2" TANK VENT
TERMINATE 12' ABOVE GROUND LEVEL
30 EMERGENCY TANK VENTS PER NFPA 3C
PLUMBING SYSTEM NOTES: PUMP HOUSE LAYOUT
I . ALL INTERIOR ABOVE -SLAB PIPING AND FITTINGS WITHIN PUMP HOUSE SHALL BE DUCTILE IRON, AWWA SCALE: 1 " =4'
C205 STEEL, GALVANIZED IRON OR COPPER WITH FLANGED CONNECTIONS, PIPING SHALL BE SECURED ELECTRICAL SYSTEM NOTES:
TO THE FLOOR, WALLS, ETC. BY STRAPPING THE PIPE DOWN OR OTHER SUCH APPROVED METHOD.
2. ALL BELOW GROUND PIPING SHALL BE MECHANICAL JOINT FITTINGS WITH THRUST BLOCKS AND ELECTRICAL SYSTEMS SHALL BE BIDDER DESIGNED, ELECTRICAL SYSTEMS
MEGALUGS AND SHALL CONFORM TO STANDARD WATER MAIN SPECIFICATIONS AS DETAILED IN THE SHALL MEET ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES. THE
GENERAL NOTES. ELECTRICAL CONTRACTOR SHALL PROVIDE SYSTEM DE51GN DRAWINGS TO
THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE START OF ANY
3. ALL SERVICE CONNECTIONS SERVED BY THE BOOSTER PUMP STATION SHALL REQUIRE AN APPROVED CONSTRUCTION. ALL PERMITS, FEES, AND NECESSARY INSPECTIONS
SHALL BE THE SOLE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.
DOUBLE CHECK VALVE BACKFLOW ASSEMBLY (DCVA). SCHEMATIC ELECTRICAL DESIGN PROVIDED FOR REVIEW ADEQUACY.
4 -29 -2014 NLA CDP MRS SITE LAYOUT CHANGES DRAWN BY: DESIGNED BY
2 9 -4 -2014 NLA CDP MRS REVISIONS PER COMMENTS IWT BEE GALL 48 HOURS
CHECKED BY APPROVED BY
NO I DATE I BY I CKD I APPR
REVISION
i
' PUMP HOUSE
41 LOCATION
s
I I
KEY MAP
N,T,5.
21
C I O
I COVER SHEET WITH PUMP HOU5E LAYOUT AND ELECTRICAL DIAGRAM
CT CAN
C2.0
„I'
(12" x 481)
C3.0
g"
20
3.
WATER MAINS EQUAL TO OR LESS THAN TWELVE INCHES IN DIAMETER SHALL BE
)fj�
4f`'� L of
HEAT PUMP
L,
(IG "x34")
DATE
4.
4200 6th Avenue SE, suite 309
22
SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR AN51 FLANGES. VALVES
2G
i
' PUMP HOUSE
41 LOCATION
s
I I
KEY MAP
N,T,5.
21
28
`r
23
�a
r
r
2 I II II
23
I
TYPICAL ELECTRICAL DIAGRAM
SCALE: 1 " =4
SEE DETAIL G ON SHEET C3.0 FOR ONE -LINE DIAGRAM
PROJECT INFORMATION
APPLICANT: NORTHWEST FAMILY HOMES
P.O. BOX 39
EAST OLYMPIA, WA 98540
51TE ADDRESS: 1 5024 HWY 507 5E
YELM, WA 98597
PARCEL NUMBER: 21725130300
ODW PROJECT k: 07 -1 101
SHEETINDEX
SHT.# DWG.# DRAWING DESCRIPTION
C I O
I COVER SHEET WITH PUMP HOU5E LAYOUT AND ELECTRICAL DIAGRAM
CT CAN
C2.0
„I'
(12" x 481)
C3.0
ti
20
3.
WATER MAINS EQUAL TO OR LESS THAN TWELVE INCHES IN DIAMETER SHALL BE
1- 800 - 424 -5555
25
HEAT PUMP
L,
(IG "x34")
DATE
4.
4200 6th Avenue SE, suite 309
22
SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR AN51 FLANGES. VALVES
2G
Lacey, Washington 98503
(360) 292 -7230 Fox (360) 292 -7231
e� STgRw° {�
ev: DATE,
SCALE
OPERATED BY CITY EMPLOYEES ONLY,
XMFR
CONTRACTOR MUST COMPLY WITH ALL LOCAL AND STATE EROSION CONTROL
, f
�$
G
F�0
DEVELOPMENT REVIEW ENGINEER
G.
28
`r
23
�a
r
r
2 I II II
23
I
TYPICAL ELECTRICAL DIAGRAM
SCALE: 1 " =4
SEE DETAIL G ON SHEET C3.0 FOR ONE -LINE DIAGRAM
PROJECT INFORMATION
APPLICANT: NORTHWEST FAMILY HOMES
P.O. BOX 39
EAST OLYMPIA, WA 98540
51TE ADDRESS: 1 5024 HWY 507 5E
YELM, WA 98597
PARCEL NUMBER: 21725130300
ODW PROJECT k: 07 -1 101
SHEETINDEX
SHT.# DWG.# DRAWING DESCRIPTION
1
C I O
I COVER SHEET WITH PUMP HOU5E LAYOUT AND ELECTRICAL DIAGRAM
2
C2.0
BUILDING NOTE5 AND ARCHITECTURAL DETAILS
3 1
C3.0
I WATER BOOSTER PUMP STATION DETAIL5
1
FIT o
L / o z
Z CK ��
o LONG\
YELM- /
/ 104TH
PROPO
SITE
105T
U
FD Z
CJ � >
G
U
109TH FIVE
CORNERS
VICINITY MAP
N.T.S.
GENERAL NOTES (WATER MAIN INSTALLATION
I .
BEFORE YOU DIG
STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION,
CDP MRS
A PRE - CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE
Consulting Engineers
START OF CONSTRUCTION.
3.
WATER MAINS EQUAL TO OR LESS THAN TWELVE INCHES IN DIAMETER SHALL BE
1- 800 - 424 -5555
25
LINED THICKNESS CLASS 50. ALL WATER MAIN LARGER THAN 12 INCHES IN
L,
APFR VED FOR CONSTRUCTION
DATE
4.
4200 6th Avenue SE, suite 309
22
SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR AN51 FLANGES. VALVES
9 -4 -2014
Lacey, Washington 98503
(360) 292 -7230 Fox (360) 292 -7231
e� STgRw° {�
ev: DATE,
SCALE
OPERATED BY CITY EMPLOYEES ONLY,
JOB NO: 41 2018. 10
CONTRACTOR MUST COMPLY WITH ALL LOCAL AND STATE EROSION CONTROL
SSIONAL
F�0
DEVELOPMENT REVIEW ENGINEER
G.
AS SHOWN
ABOVE REFERENCED SPECIFICATION (NOTE 1).
1.1k
ALL PIPE AND SERVICES SHALL BE INSTALLED WIT 14 GAUGE HEAVY DUTY DIRECT
--
BURY COATED COPPER WIRE (PAIGE "UF" SINGLE CONDUCTOR OR EQUAL),
WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY.
�0
APPROVAL EXPIRES ONE YEAR AFTER APPROVAL DATE.
PRIOR TO ANY EXCAVATIONS.
Y
WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION ", CONNECTION POINTS WILL
�
DISTRIBUTING SHUT -DOWN NOTICES.
10.
AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT
V,
STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PA55 THE
TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE
NEW LINE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW
FIT o
L / o z
Z CK ��
o LONG\
YELM- /
/ 104TH
PROPO
SITE
105T
U
FD Z
CJ � >
G
U
109TH FIVE
CORNERS
VICINITY MAP
N.T.S.
GENERAL NOTES (WATER MAIN INSTALLATION
I .
ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM
STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION,
2.
A PRE - CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE
START OF CONSTRUCTION.
3.
WATER MAINS EQUAL TO OR LESS THAN TWELVE INCHES IN DIAMETER SHALL BE
AWWA C900 CLA55 150, C905 CLA55 235, OR DUCTILE IRON CEMENT MORTAR
25
LINED THICKNESS CLASS 50. ALL WATER MAIN LARGER THAN 12 INCHES IN
DIAMETER SHALL BE AWWA C905, CLA55 235 CEMENT MORTAR -LINED
7
THICKNE55 CLA55 50 OR DUCTILE IRON.
4.
GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH O -RING
22
SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR AN51 FLANGES. VALVES
SHALL CONFORM TO AWWA 509 -80. VALVES SHALL BE MUELLER, M * H,
KENNEDY, CLOW R/W OR WATEROU5 SERIES 500, EXISTING VALVES TO BE
OPERATED BY CITY EMPLOYEES ONLY,
5.
CONTRACTOR MUST COMPLY WITH ALL LOCAL AND STATE EROSION CONTROL
REQUIREMENT5. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE IN
PLACE AND FUNCTIONING BEFORE CONSTRUCTION BEGINS.
G.
ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE
ABOVE REFERENCED SPECIFICATION (NOTE 1).
—
— 7.
ALL PIPE AND SERVICES SHALL BE INSTALLED WIT 14 GAUGE HEAVY DUTY DIRECT
--
BURY COATED COPPER WIRE (PAIGE "UF" SINGLE CONDUCTOR OR EQUAL),
WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY.
8.
CALL UNDERGROUND LOCATE AT 1- 800 - 424 -5555 A MINIMUM OF 48 HOURS
PRIOR TO ANY EXCAVATIONS.
9.
WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION ", CONNECTION POINTS WILL
BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO
DISTRIBUTING SHUT -DOWN NOTICES.
10.
AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT
INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY
STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PA55 THE
TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE
NEW LINE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW
VALVE.
1 1.
NO VALVES SHALL BE INSTALLED IN THE GUTTERS,
12.
BOTH WATER MAIN LINES AND SERVICE LINES SHALL BE A MINIMUM OF 18"
ABOVE SEWER LINES.
13.
WATER MAIN AND SANITARY SEWER SYSTEMS SHALL MAINTAIN I O MINIMUM
HORIZONTAL SEPARATION.
0 4 8
SCALE
HORIZONTAL CONTROL:
WASHINGTON STATE PLANE
COORDINATE SYSTEM
e
THUR5TON COUNTY t11GH
VERTICAL DATUM PRECISION NETWORK
NGVD 29
PER THUR5TON COUNTY HIGH FREC1510N NETWORK
CONTROL POINT NO. 842
ELEVATION 373.128
PALISADES WEST DRAWING
YELM, WASHINGTON
COVER SHEET WITH PUMP HOUSE C1.0
LAYOUT AND ELECTRICAL DIAGRAM
q
0
1
4 -29 -2014
NLA
CDP
MRS
2
9 -4 -2014
NLA
CDP
MRS
NO
DATE
BY
CKD
APPR
SITE LAYOUT CHANGES
REVISIONS PER COMMENTS
9' HIGH BLACK VINYL
COATED CHAIN LINK FENCE
u ti v 0 0 0 0
CONCRETE PAD
C2.0
DIESEL GENERAL
I ,
I
iV -a
I
I
�—S -t1 1/4"
0
I
/11"� '?`
0
4-1— -- — —
OVER HANG
LINT BEE
CHECKED BY APF —ROVED
DATE
5-4-20)4
JOB NO: 41 20 18. 10
BY
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
SCALE
N.T.S.
I r
� Y
0
6:.12. 6:12
ROOF PTCH ROOF— PITCH
�d
a
Consulting Engineers
4200 6th Avenue SE, Suite 309
Lacey, Washington 98503
(360) 292 -7230 Fax (360) 292 -7231
1
i._
I
i
ASPHALT
PARKING SPACE
— J
n
a
USE SIMPSON WEDGEALL ANCHOR
1/2'" 0, MIN EMBED = 3 31e "�
GENERATOR
c d 4
n n
s"
11N. POSITIVE --�
n.Aini Auiev
d 1 A
\j� \ \\�\\//��� //\ 3' CLEAR MIN.
COMPACTED
SUBGRADE 64 ®12" O.C. MAX OR
64- W5.5xW5.5
*PER MANUFACTURER RECOMMENDAPON WIREMESH
GENERATOR MOUNTING
SLAB DETAIL
SCALE: N.T.S.
PUMP HOUSE BUILDING NOTES:
THIS DRAWING PROVIDES A CONCEPTUAL DE51GN INTENDED ONLY FOR BOOSTER PUMP
STATION REVIEW AND PERMIT. PUMP HOUSE BUILDING /FOUNDATION SHALL BE BIDDER
DESIGNED. DESIGN SHALL MEET ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES. THE
BUILDING CONTRACTOR SHALL PROVIDE DESIGN DRAWINGS TO THE ENGINEER FOR REVIEW
AND APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION. ALL PERMITS, FEES, AND
NECESSARY IN5PECTI0N5 SHALL BE THE SOLE RE5FON5161LITY OF THE CONTRACTOR. SEE
APPROVED PLANS FOR MORE DETAIL.
PALISADES WEST
YFLM, WASHINGTON
DRAWING
CONSTRUCTION
CZ.
DATE: rozr;4 BUILDING NOTES AND ARCHITECTURAL DETAILS
pl
DEVELOFIMENT R IEW ENGINEER f
1 APPROVAL EXPIRES ONE YEAR AFTER APPROVAL DATE.
SHEET 2 OF
XA
a
�t
�W-
I
i
ASPHALT
PARKING SPACE
— J
n
a
USE SIMPSON WEDGEALL ANCHOR
1/2'" 0, MIN EMBED = 3 31e "�
GENERATOR
c d 4
n n
s"
11N. POSITIVE --�
n.Aini Auiev
d 1 A
\j� \ \\�\\//��� //\ 3' CLEAR MIN.
COMPACTED
SUBGRADE 64 ®12" O.C. MAX OR
64- W5.5xW5.5
*PER MANUFACTURER RECOMMENDAPON WIREMESH
GENERATOR MOUNTING
SLAB DETAIL
SCALE: N.T.S.
PUMP HOUSE BUILDING NOTES:
THIS DRAWING PROVIDES A CONCEPTUAL DE51GN INTENDED ONLY FOR BOOSTER PUMP
STATION REVIEW AND PERMIT. PUMP HOUSE BUILDING /FOUNDATION SHALL BE BIDDER
DESIGNED. DESIGN SHALL MEET ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES. THE
BUILDING CONTRACTOR SHALL PROVIDE DESIGN DRAWINGS TO THE ENGINEER FOR REVIEW
AND APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION. ALL PERMITS, FEES, AND
NECESSARY IN5PECTI0N5 SHALL BE THE SOLE RE5FON5161LITY OF THE CONTRACTOR. SEE
APPROVED PLANS FOR MORE DETAIL.
PALISADES WEST
YFLM, WASHINGTON
DRAWING
CONSTRUCTION
CZ.
DATE: rozr;4 BUILDING NOTES AND ARCHITECTURAL DETAILS
pl
DEVELOFIMENT R IEW ENGINEER f
1 APPROVAL EXPIRES ONE YEAR AFTER APPROVAL DATE.
SHEET 2 OF
XA
a
1 Manifolds 8° ANSI Class 150 AISI 316SS
Schedule 10s ASTM A312 or, 0219,1mm x3mm
2. Base /Frame AISI 304SS
3, Standard system layout) Suction in
front, system connection on left,
4, 4' tug style ANSI 150# class butterfly
valves
5. NFMA 3R rated electrical panel
Note, panel size wilt vary with options
ItU,l
ai _nw
T-
- 25.31 3.94
49.45---I L-28.74
73.64
74,82 32.68
System Type:
MPC -EDF 3CR90 -1
20hp + CR 20 -3 7,5hp
Note
All dimensions are
Not for construction
Dimensions subject
f 0.5"
use unless certified.
to change without
Motor Type: 3 Z 60 / 208
Job: Ref
<,
notice. Dimensions
based on
factory
Dwg No: 6000390
Rev:O
Date:
Drawer
Page:
Y
TOP VIEW
JJL
1 of 1
choice components.
I
TYPICAL GRUNDFOS
PUMP
DETAIL
SCALE: N.T.S.
\
2" ASME LIQUID PRESSURE RELIEF VALVE
GRUN11112FOS°
J '/
72' HOSE
2" DRAIN LINE z BIBS
x
REDUCING BUSHING
NOTE: a
DRAIN LINE TO BE ROUTED OUTSIDE OF
PUMP HOUSE AND LOCATED T(D DRAIN AWAY MAIN LINE TEE
z FROM FOUNDATION AND GENERATOR WITH SEE PLAN FOR SIZE
2 TEE #200 MESH STAINLESS STEEL SCREEN CAP.
PROVIDE A MINIMUM 6- INCHEE3 OF AIR GAP
BETWEEN OUTLET ELEVATION OF LINE AND
MAXIMUM PONDED WATER ELEVATION.
HOSE BIB DETAIL
SCALE: N.T.5.
PRESSURE RELIEF
/_VALVE DETAIL
SCALE: N.T.5.
1 4 -29 -2014 NLA CDP MR5 51TE LAYOUT CHANGES
2 9 -4 -2014 NLA CDP MRS REVISIONS PER COMMENTS
i
NO DATE BY CKD APPR REVISION
DRAWN BY:
DESIGNED BY
LWT
CDP
CHECKED BY
APPROVED B1
CDP MRS _
DATE
9 -4 -2014
JOB NO: 412018.10
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
SCALE
A5 SHOWN
170M
Consulting Engineers
4200 6th Avenue SE, Suite 309
Lacey, Wdshington 98503
(360) 292 -7230 Fax (360) 292 -7231
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f a 1 / �
OF
STANDARD
BLOCKING DETAIL
4 SCALE: N.T.S.
ASPHALTIC CONCRETE, CLA55
B W,5DOT STD. SPEC. 9 -02
CRUSHED SURFACING TOP COURSE
WSDOT STD. SPEC. 9 -03.9 (3)
N
�`�, v�.YSOtraJ1`�t Sa Y'1°'n;cf!�oiu }�,. 'c's
` R09ED FOR CONSTRUCTION //j
BY: DATE; . #414-
DEVEEOPYENT RE IEW ENGINEER
APPROVAL EXPIRES ONE YEAR AFTER APPROVAL DATE.
�YZ
5 ACCESS DRIVEWAY SECTION
SCALE: N. T.5.
PALISADES WEST
YELM, WASHINGTON
WATER BOOSTER PUMP STATION DETAILS
DRAWING
C3.0
SHEET 3 OF
5 .
Y
/; ,
<,
Y
TOP VIEW
TOP IEW
TOP VIEW
I
WYE
\
I I
SIDE VIEW
\
Y
SIDE VIEW
SIDE VIEW
TEE
CROSS
GATE VALVE
HORIZ. BEND
\/
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\�
A
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if
TEE WITH
CROSS WITH
CROSS WITH
PLUG OR CAP
PLUG
PLUG
PLUGS
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NOTES:
t. CONCRETE THRUST BLOCKING TO BE
y
POURED AGAINST UNDISTURBED EARTH.
a
2. PfASTIC BARRIER SHALL BE PLACED BE-
TWEEN ALL THRUST BLOCKS & FITTINGS.
3. ANCHOR REBAR SHALL BE 5/8° MINIMUM
DIAMETER.
�5'`- 90°
VERTICAL BEND
STANDARD
BLOCKING DETAIL
STANDARD
BLOCKING DETAIL
4 SCALE: N.T.S.
ASPHALTIC CONCRETE, CLA55
B W,5DOT STD. SPEC. 9 -02
CRUSHED SURFACING TOP COURSE
WSDOT STD. SPEC. 9 -03.9 (3)
N
�`�, v�.YSOtraJ1`�t Sa Y'1°'n;cf!�oiu }�,. 'c's
` R09ED FOR CONSTRUCTION //j
BY: DATE; . #414-
DEVEEOPYENT RE IEW ENGINEER
APPROVAL EXPIRES ONE YEAR AFTER APPROVAL DATE.
�YZ
5 ACCESS DRIVEWAY SECTION
SCALE: N. T.5.
PALISADES WEST
YELM, WASHINGTON
WATER BOOSTER PUMP STATION DETAILS
DRAWING
C3.0
SHEET 3 OF
5 .
Y