B5BCBD1801-PLAN_SET_AMEND_0002.pdf
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Amended PLAN SET
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A N
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INDEX OF DRAWINGS
SCALE : NO SCALE
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
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W E
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RAINFALL DIAGRAM
SCALE: NO SCALESCALE: NO SCALEA1
CONSTRUCTION STAGING NOTES
C K I S
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GC001
SEE DWGS GC400 THRU GC406 STAGING PLANS.19.
GOVERNMENT.
WINTER MONTHS AND ACCESS TO SITE IS NOT MAINTAINED BY THE
EXISTING PUMP STATION IS NOT TYPICALLY OPERATED DURING
NEAR THE SITE AS NEEDED FOR CONTRACTOR CONSTRUCTION.
ACCESS ROUTE, FROM S 14TH STREET TO SITE, WITHIN SITE, AND
CONTRACTOR SHALL PROVIDE SNOW REMOVAL ALONG PRIMARY 18.
CONDUCT THESE FIELD VERIFICATIONS.
AS ABANDONED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
AS ACTIVE AND IN SERVICE UNTIL THEY ARE CONFIRMED IN THE FIELD
TREAT ANY UTILITIES IDENTIFIED AS "ABANDONED" ON THE DRAWINGS 17.
TEMPORARY MEANS.
NECESSARY TO RESTORE THE SERVICE EITHER BY PERMANENT OR
CONTRACTOR IS EXPECTED TO WORK AROUND THE CLOCK IF
CONSTRUCTION. WHERE OUTAGES ARE REQUIRED, THE
WORK OUTSIDE OF NORMAL WORK HOURS 7 DAYS PRIOR TO
APPROVAL. CONTRACTOR SHALL SUBMIT REQUEST TO PERFORM ANY
ON HOLIDAYS WILL BE SUBJECT TO THE CONTRACTING OFFICER’S
CONSTRUCTION ON WEEKENDS, AFTER NORMAL WORK HOURS AND
NORMAL WORK HOURS ARE MONDAY TO FRIDAY FROM 7 AM TO 7 PM. 16.
ACCEPTABLE
CONSTRUCTION. ELECTRONIC SUBMITTAL IN PDF FORMAT ALSO
PROCESS ON HALF SIZED (11X17) PAPER DRAWINGS DURING
CONDITIONS SHALL BE MAINTAINED AND REVISED BY RED LINE
UTILITIES UNCOVERED DURING CONSTRUCTION. "AS-BUILT"
INFORMATION OBTAINED THROUGH RECORD DRAWINGS, AND/OR
"AS-BUILT" CONDITIONS SHALL ALSO INCLUDE ALL EXISTING UTILITY
CONTRACTING OFFICER THE "AS-BUILT" CONDITIONS OF THE WORK.
THE CONTRACTOR SHALL RECORD AND SUPPLY TO THE 15.
CONTRACTOR.
ANY DEWATERING REQUIRED IS THE RESPONSIBILITY OF THE 14.
HAS BEEN ESTABLISHED.
COMMENCES AND SHALL NOT BE REMOVED UNTIL RE-VEGETATION
CONTROLS SHALL BE IMPLEMENTED BEFORE CONSTRUCTION
ALL TREE PROTECTION AND EROSION AND SEDIMENTATION 13.
SATISFACTION OF THE CONTRACTING OFFICER.
PERFORMED IN COMPLIANCE WITH THE SPECIFICATIONS AND TO THE
REMOVAL OF MATERIALS AND DAILY CLEANUP OPERATIONS SHALL BE 12.
PROTECTIVE DEVICES.
ADEQUATELY PROTECTED BY BARRICADES, LIGHTS OR OTHER
ALL HOLES, TRENCHES, AND OTHER HAZARDOUS AREAS SHALL BE 11.
FENCE LINE RELOCATION.
EXISTING SITE. SECURITY FENCE MAY BE TEMPORARY DURING
CONTRACTOR SHALL MAINTAIN SECURITY FENCE AROUND THE 10.
CONDITION.
DISTURBED BY CONSTRUCTION ACTIVITIES TO THEIR ORIGINAL
CONTRACTOR SHALL REPAIR/REPLACE EXISTING FACILITIES 9.
OF THE CONTRACTING OFFICER.
SURFACE DAMAGED BY CONSTRUCTION ACTIVITIES TO SATISFACTION
CONTRACTOR TO REPAIR/REPLACE EXISTING GRAVEL AND GRASS 8.
COST TO THE GOVERNMENT.
OTHER UTILITIES DAMAGED BY CONTRACTOR'S OPERATIONS AT NO
RESTORING/REPAIRING ALL EXISTING STRUCTURES, CONDUITS, OR
CONTRACTING OFFICER. CONTRACTOR SHALL BE RESPONSIBLE FOR
TO PREVENT INJURY OR FURTHER DAMAGE, AND NOTIFY
SHALL STOP WORK IMMEDIATELY, TAKE NECESSARY PRECAUTIONS
IN THE EVENT OF DAMAGE TO EXISTING UTILITIES, CONTRACTOR 7.
UTILITIES WITHIN THE WORK AREA PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL
LOCATIONS ARE NOT INTENDED TO BE EXACT OR COMPLETE. THE
COMPILED BASED ON THE BEST AVAILABLE INFORMATION. THESE
LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS WERE 6.
DURING WINTER MONTHS WHEN RAINFALL IS UNLIKELY TO OCCUR.
SHALL BE LIMITED TO NO MORE THAN 3 DAYS AND SHALL OCCUR
OUTAGE REQUEST FOR THE ELECTRICAL AND CONTROL TIE-INS 5.
TO OCCUR.
DECEMBER THROUGH 28 FEBUARY WHEN PRECIPITATION IS UNLIKELY
LIMITED TO NO MORE THAN 14 DAYS AND SHALL OCCUR BETWEEN 01
TO EXISTING 8 FT CONDUIT AND 8 FT CONDUIT INSPECTION SHALL BE
OUTAGE REQUESTS REQUIRED FOR THE 6 FT MANIFOLD CONNECTION 4.
OFFICER 14 DAYS PRIOR TO OUTAGE.
CONTRACTOR TO SUBMIT OUTAGE REQUESTS TO THE CONTRACTING 3.
GENERATOR FUEL DELIVERY.
STANDBY GENERATOR TRAILER, AND TEMPORARY STANDBY
PUMP PIPING ACROSS THE SITE AND PARKING OF TEMPORARY
EVENTS. ACCESS IMPACTS MAY INCLUDE ABOVE GRADE TEMPORARY
DURING EXISTING PUMP STATION OPERATION DUE TO RAINFALL
CONTRACTOR SHALL ANTICIPATE SITE VEHICULAR ACCESS IMPACTS 2.
LINE.
WALL WITH ABOVE GRADE PIPING ACROSS SITE TO SOUTH FENCE
TEMPORARY PUMPS ALONG THE EXISTING PUMP STATION EAST WING
RAINFALL EVENTS. NORMAL OPERATION INCLUDES INSTALLATION OF
24 HOURS/DAY, 7 DAYS/WEEK PRIOR TO, DURING, AND AFTER
CONSTRUCTION ACTIVITIES. EXISTING PUMP STATION MAY OPERATE
OPERATION OF EXISTING PUMP STATION BY USACE DURING
CONTRACTOR TO ALLOW FOR NORMAL MAINTENANCE AND 1.
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
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W E
K
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S U
P P
L E
M E
N T
A L P
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A1 SCALE : 1"=10'-0"
SHEET KEYNOTES
GENERAL SHEET NOTES
0 20'10'
C K I S
L A
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L A
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IS
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GC402
S T
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IN
STAGING PLAN - 2
FILL SITE.8.
INSTALL TIE RODS.7.
DRIVE ANCHOR WALL SHEETING.6.
INSTALL BELOW GRADE DISCHARGE PIPING.5.
INSTALL ELECTRICAL MANHOLE.4.
INSTALL BELOW GRADE ELECTRICAL DUCT BANKS.3.
DRIVE H-PILES. SEE SHEET S-004.2.
SEE SHEET S-004.
CONSTRUCT PUMP STATION BASE SLAB AND WALLS.1.
DISCHARGE PIPING.
ELECTRICAL MANHOLE TO AVOID INTERFERENCE WITH
FOR ILLUSTRATIVE PUPOSES. LOCATE DUCTBANKS AND
LOCATION OF DUCTBANKS AND ELECTRICAL MANHOLE SHOWN 2.
NO. 2 DETAILS.
SEE SHEET S-003 AND S-004 FOR ADDITIONAL PUMP STATION 1.
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
W E
K
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S U
P P
L E
M E
N T
A L P
U M
P S
T A
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IO
N
WALL (TO REMAIN)
EXISTING ANCHOR
(TO REMAIN)
TIE RODS
EXISTING
EXST SHEET PILE
(TO REMAIN)
WALL (TO REMAIN)
EXISTING ANCHOR
(TO REMAIN)
TIE RODS
EXISTING
EXST SHEET PILE
(TO REMAIN)
T
EP
864865
EXST
ELEC
BUILDING
EXST
RIPRAP
EXST
RIPRAP
PUMP STATIONNO. 1
PU
M P
STATI
O
N
N O . 2
BIG CREEK PONDING AREA
EXST
ELEC
BUILDING
EXST
RIPRAP
EXST
RIPRAP
PUMP STATIONNO. 1
PU
M P
STATI
O
N
N O . 2
BIG CREEK PONDING AREA
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SHEET KEYNOTES
INSTALL STANDBY GENERATOR PAD.9.
ELECTRIC BUILDING.
INSTALL EQUIPMENT WITHIN EXISTING8.
INSTALL BELOW GRADE SITE DUCT BANK.7.
INSTALL TRANSFORMER PAD.6.
GRADE SITE.5.
SECURITY FENCE.
REMOVE EXISTING FENCE AND INSTALL TEMPORARY4.
CONSTRUCT PUMP STATION BUILDING.3.
CONSTRUCT PUMP STATION FLOOR SLAB, TOC EL 855.00.2.
RELOCATE TEMPORARY SECURITY FENCE.1.
0 20'10'
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GC403
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STAGING PLAN - 3
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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W E
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MW
EXST
ELEC
BUILDING
EXISTING
TRANSFORMER
AND PAD
EM
EP
APPROX LIMITS OF
EXST RIPRAP
' M
A X
20' MIN
2 3
PUMP STATIONNO. 1
PU
M P
STATI
O
N
N O . 2
EXST
RIPRAP
BIG CREEK PONDING AREA
T
MW
864865
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13.2KV:480Y/277V
2500KVA
SERVICE TRANSFORMER
MID AMERICAN
3-#6, 1-#8 (G), 1" C
7G
PANEL
5G
PANEL
42 CKT
250A MCB
480Y/277V
PANEL 1G
8X(4-500 KCMIL, 4"C)
NOTE 2
NOTE 3
4-#2, 1-#6 (G), 2" C
(EXISTING)
(FORMERLY DS-60)
3PH, 3 W
60A
DS-3G
UTILITY METER
SPD
30 CKT
100A MCB
480Y/277V
PANEL 2G
(EXISTING)
(FORMERLY PANEL B)
3G
PANEL
NOTE 3
SPD
480Y/277V, 60HZ
100 KW, 0.8 P.F.
STANBY GENERATOR 1G
PUMP #6
STORMWATER
HP
3P 250A
3P 150A
DPM
3P 60A
3P 1200A
3P 1200A
PUMP #5
STORMWATER
HP
3P 1200A
3P 1200A
PUMP #4
STORMWATER
HP
3P 1200A
3P 1200A
METER
POWER
DIGITAL
1- #3/0 (G), 4" C)
3X (3-500 KCMIL,
1- #3/0 (G), 4" C)
3X (3-500 KCMIL,
1- #3/0 (G), 4" C)
3X (3-500 KCMIL,
1- #3/0 (G), 4" C)
3X (3-500 KCMIL,
1- #3/0 (G), 4" C)
3X (3-500 KCMIL,
4-#2, 1-#6 (G), 2" C
(EXISTING)
480:208Y/120V
30KVA
TR-1G
480:208Y/120V
30KVA
TR-3G
480:208Y/120V
30KVA
TR-2G
DEVICE, 200KA
PROTECTIVE
7 MODE SURGE
30 CKT
100A MCB
480Y/277V
PANEL 6G
DEVICE, 400KA
PROTECTIVE
7 MODE SURGE
PT CABINET
UTILITY METERING
(NOTE 1)
UTILITY METERING CT CABINET
1- #3/0 (G), 4" C)
3X (3-500 KCMIL,
1- #3/0 (G), 4" C)
3X (3-500 KCMIL,
SCALE: NO SCALE
GENERAL SHEET NOTES
1.5" C 1-#6 (G), 4-#2, 1.5" C 1-#6 (G), 4-#2, 1" C 1-#8 (G), 3-#6, 1" C 1-#8 (G), 3-#6, 30 CKT
100A MCB
480Y/277V
PANEL 4G
#1 AWG(G), 4" C
4-350 KCMIL,
250A, 4 POLE, 480 VOLT
ATS-1
AIC
3PH, 3W 65KA
SWITCH DTSS-6, 1200A
DOUBLE THROW SAFETY
FUSE (TYP FOR 6)
DUAL ELEMENT TIME-DELAY
1- #3/0 (G), 4" C)
3X (3-500 KCMIL,
1- #3/0 (G), 4" C)
3X (3-500 KCMIL,
AIC
3PH, 3W 65KA
DTSS-4, 1200A
SAFETY SWITCH
DOUBLE THROW
LSIG
3P 1200A
LSIG
3P 1200A
LSIG
3P 1200A
SWBD-1, 3000A, 480Y/277V, 3PH, 4W, 65KA AIC, 60HZ, SERVICE ENTRANCE, NEMA 1 ENCLOSURE (NOTE 4)
AIC
3PH, 3W 65KA
DTSS-5, 1200A
SAFETY SWITCH
DOUBLE THROW
3000:5
(3) C.T.'S
RS-485 TO PLC
NOTE 4
LSIG
3P 3000A
OR EQUAL
GTB12MDMD
EATON
ENCLOSURE
CONNECTION
GENERATOR
PORTABLE
OR EQUAL
GTB12MDMD
EATON
ENCLOSURE
CONNECTION
GENERATOR
PORTABLE
OR EQUAL
GTB12MDMD
EATON
ENCLOSURE
CONNECTION
GENERATOR
PORTABLE
#2(G), 2.5" C
4-250 KCMIL,
(NOTE 5)
8G
PANEL
4-#6, 1-8(G), 1" C
1-1" C (CONTROL)
MID-AMERICAN ENERGY ELECTRIC SERVICE MANUAL.
METERING EQUIPMENT IN ACCORDANCE WITH THE
PROVIDE UTILITY METERING CABINET AND ASSOCIATED1.
ENGRAVED PHENOLIC LABEL.
PANEL 2G. RENAME DISCONNECT DS-3G AND PROVIDE NEW
DEMOLISH EXISTING FEED TO DS-60 AND REFEED FROM2.
PROVIDE AND INSTALL NEW ENGRAVED PHENOLIC LABEL.3.
SECTION 240.87.
INTERLOCKING IN ACCORDANCE WITH NEC 2014
SWITCHBOARD SHALL INCLUDE ZONE SELECTIVE4.
REQUIRED AUXILIARY CIRCUITS TO THE PANELBOARD.
GENERATOR MANUFACTURER SHALL CONNECT ALL
208Y/120V PANELBOARD INSIDE STANDBY GENERATOR 1G.
GENERATOR MANUFACTURER SHALL PROVIDE A 60 AMP.5.
NOTE 6 NOTE 6 NOTE 6
SPACE HEATER.
TO STORMWATER PUMP MOTOR TO SERVE MOTOR
ROUTE 3-#12 CONDUCTORS IN 0.75" CONDUIT FROM VFD6.
A1
PUMP STATION 2 ONE-LINE DIAGRAM
VFD VFD VFD
ENCLOSURE
DISCONNECT IN NEMA 1
VFD-5 WITH INTEGRAL
ENCLOSURE
DISCONNECT IN NEMA 1
VFD-6 WITH INTEGRAL
ENCLOSURE
DISCONNECT IN NEMA 1
VFD-4 WITH INTEGRAL
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IS
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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W E
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US Army Corps
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834835
T
PUMP STATIONNO. 1
MW
864865
A N
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0 10' 20'
M A
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H L
IN
E
A
1-2" C
ELECTRICAL SITE PLAN
SCALE 1"=10'
GENERAL SHEET NOTES
PANEL 2G.
REMOVE EXISTING STORAGE CABINET AND INSTALL2.
A1
E5
A3
E5
A
E
B3
E501
FOR DUCT BANK DETAILS SEE SHEET E-501.1.
WITH LB CONDUIT BODY.
TRANSITION INSIDE DIRECTLY BEHIND PANEL 2G
ROUTE 2" CONDUIT ON SOUTH EXTERIOR WALL AND
POINT WHERE CONDUIT EMERGES FROM GRADE.
BC CONDUIT BODY TO SERVE AS PULL POINT ABOVE
WALL AND EXTEND PAST EXISTING CONDUIT. INSTALL
INSTALL UNIT STRUT SUPPORT FASTENED TO SOUTH 3.
FROM PANEL 2G.
REMOVE EXISTING FEEDER FROM MCC-1 AND REFEED4.
TO ELECTRICAL BUILDING" INSIDE THE ENCLOSURE.
OUTDOOR ENCLOSURE. LABEL 2-4" CONDUITS "SPARE
ROUTE 12-4" CONDUITS AND 2-2" CONDUITS UP TO THE 5.
ENCLOSURE (NOTE 5)
NEMA 4X STAINLESS STEEL
48"Tx36"Wx24"D
2-2" C
12-4" C
2-0.75" C
(EXISTING) (NOTE 4)
AND GATE HOIST CONTROLLER
UNIT HEATER DISCONNECT
(NOTE 4)
DS-3G
NOTE 3
1" C
(NOTE 2)
PANEL 2G
4-2" C
9-4" C
(N O
TE
FOR CONTINUATION
SEE SHEET E-102
CONTROL PANEL
TO PUMP STATION
PLAN ON SHEET E-102
PUMP BUILDING POWER
BY GENERATOR SEE NEW
PUMP STATION TO STAND
CONDUIT FROM NEW 1-1" C
1-1" C
1-2.5" C
4-2" C
C K I S
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PUMP STATION
ELECTRICAL BUILDING AND THE NEW SUPPLEMENTAL
CABLE SHALL BE CONTINOUS BETWEEN THE EXISTING 6.
S I
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N .T .S
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P O
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IN
E S R
IV
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A S
IN
CIRCLED
ITEM REQ. DESCRIPTION
3 1
4 GROUND WELD CONNECTION (SILICON BRONZE)
PULL-IN IRON ASS'Y
14 DIA. SUMP W/ 3/4 DIA. P.V.C. WEEP HOLE
1.) GROUND WATER LEVEL: 3'-6"
2.) EARTH COVER: 2'-0" MIN. TO 5'-0" MAX.
3.) LIVE LOAD IMPACT: 2'-0" I = 20%
3'-0" TO 5'-0" I = 0%
2'-1" TO 2'-11" I = 10%
1.) TOP CASTING WEIGHT:.........7,750 LBS. (INCLUDES WEIGHT OF
REINFORCING STEEL)
2.) BOTTOM CASTING WEIGHT:..15,850 LBS. (INCLUDES WEIGHT OF
REINFORCING STEEL)
3.) TOTAL CASTING WEIGHT:......23,600 LBS.
DESIGN CRITERIA:
DESIGN ASSUMPTIONS:
CASTING DATA:
6" GRADE RING WITH STEP
LC
4.) DESIGN LOADING: AASHTO HS20
3.) DESIGN SPECIFICATIONS: ACI 318, AASHTO LOAD FACTOR DESIGN
2.) REINFORCING STEEL: ASTM A706, Fy = 60,000 P.S.I.
1.) CONCRETE MINIMUM COMPRESSIVE STRENGTH F'c = 4,500 P.S.I. @ 28 DAYS
7" 7"
LC
6"
7"
7" 7"
NOTE:
19.5"
26"
36"
72"
14"
2 3/4"
24"
84"
60"
12"
72"
NOT TO SCALE
B
NOT TO SCALE
SECTION VIEW "B"-"B"
A
NOT TO SCALE
SECTION VIEW "A"-"A"
PLAN VIEW
C
NOT TO SCALE
INSIDE CASTING KNOCKOUT DETAIL
ARE NOT SHOWN
GRADE RING(S), FRAME, AND COVER
SHEET (TYPICAL)
SEE DETAIL C ON THIS
A
B
12" GRADE RING WITH STEP
INTENT WILL BE ACCEPTABLE.
OTHER MANUFACTURERS THAT MEET THE DESIGN
(OLDCASTLE PRECAST) IS THE BASIS OF DESIGN.
STANDARDS. HARTFORD CONCRETE PRODUCTS
MANHOLE AND IT'S FEATURES TO MEET AASHTO
MANUFACTURER AS REQUIRED TO FABRICATE THE
BE DETERMINED AND SUBMITTED BY THE
THE ACTUAL FINAL REQUIRED DIMENSIONS SHALL
INTENTION FOR THE MANHOLE CONSTRUCTION.
THE DIMENSIONS SHOWN INDICATE THE GENERAL
HEIGHT OF 10". PROVIDE COVER LABELED WITH TEXT, "ELECTRIC"
FRAME AND COVER SHALL HAVE 30" DIAMETER OPENING AND
SLIGHTLY HIGHER TO ALLOW DRAINAGE AWAY FROM COVER.
SURROUNDING PARKING LOT OR SOIL GRADE, BUT INSTALL
MANHOLE FRAME AND COVER INSTALLED NEAR FLUSH WITH
14"
NOTE 4 ON SHEET S-202)
3' LOAD BEARING FILL (SEE
6' x 6' x 7' HIGH PRECAST MANHOLE DETAILS
E L E
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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SCALE : NO SCALE
SCALE : NO SCALE
SCALE : NO SCALEA1
DETAIL
C1
DETAIL
A3
DETAIL
DUCT
3"
45°
TYPICAL DUCT ENTRANCE
TYPICAL CABLE RACK
OF MANHOLE
INSIDE FACE
WALL OF MANHOLE
3"
1" Ø NUT
(M
IN
" PLATE16
3" X 2
1" X 22
" WASHER2
FILLET WELD
R
1" Ø U-BOLT
" Ø SLEEVE4
CONCRETE WALL
"8
9"
" Ø8
DETAIL OF PULLING-IN IRON
ALTERNATE METHOD
CAST IN PLACE
ALL METAL PARTS SHALL BE HOT DIP GALVANIZED
NOTE:
A M
N D
M
IS
C
E L L
A N
E O
U S C
H A
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1 1
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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W E
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SCALE: NO SCALEA1
LIGHT FIXTURE SCHEDULE
SCALE: NO SCALEB1
WIRING DEVICE SCHEDULE
C K I S
L A
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C H
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B A
M N
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A N
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U S C
H A
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Sheet
S O
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IC
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US Army Corps
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P
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INSTRUMENTATION LOCATION PLAN
SCALE : 1/2"=1'-0"
2' 4'0 1'
.T .S
B
B C
B D
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D W
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US Army Corps of Engineers
US Army Corps
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GENERATOR
TERMINATION
ENCLOSURE
(EXISTING)
MCC-1 (EXISTING)
E
E
UTILITY CT
ENCLOSURE (NEW)
UTILITY PT
ENCLOSURE (NEW)
GENERATOR
TERMINATION
ENCLOSURE 4
DTSS-4 DTSS-5 DTSS-6
SWBD-1
GENERATOR
TERMINATION
ENCLOSURE 5
GENERATOR
TERMINATION
ENCLOSURE 6
C
48"Tx36"Wx24"D
NEMA 4X STAINLESS
STEEL ENCLOSURE
PANEL 5G
TR-2G
JU-300B
ENCLOSURE
AUTO-DIALER
PANEL 4G
(EXISTING)
PANEL
CONTROL
METER (NEW)
UTILITY
24"Tx24"Wx12"D
CONTROL ENCLOSURE
S O
L
IC
IT
A T
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N N
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D W
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B
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US Army Corps
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N
SCALE : 1/4"=1'-0"
SUMP
36'-8"
1'-8" 10'-0" 1'-8" 10'-0" 1'-8" 10'-0" 1'-8"
(TYP FOR 3)
2'-0"x2'-0"x2'-0"
SUMP PIT
SLOT (TYP FOR 5)
LEVEL CONTROL
8" SQUARE
(TYP FOR 6)
BULK HEAD SLOT
WALL (TYP)
1'-0" CURTAIN
S L
O P
E
S L
O P
E
S L
O P
E
GENERAL SHEET NOTES
N
(TYP)
LADDER RUNG
/2
4' 8'0 2'A1
INSTRUMENTATION LOCATION PLAN
LSLL-550L SET @ ELEVATION 828.0
LSL-550L SET @ ELEVATION 834.0
LSLL-540L SET @ ELEVATION 828.0
LSL-540L SET @ ELEVATION 834.0
LSLL-560L SET @ ELEVATION 828.0
LSL-560L SET @ ELEVATION 834.0
PUMP STATION 1.
ASSEMBLY RESEMBLING THAT USED AT THE EXISTING
THE ASSEMBLY SHALL BE ADJUSTABLE USING A MOUNTING
DIFFERENTIAL BETWEEN THE SETTINGS ARE FIXED, BUT
ELEVATIONS LISTED ARE INITIAL CONTROL SETTINGS. THE1.
ADJUSTABLE STOP LEVEL.
BE FIXED AT A 1 FOOT DIFFERENTIAL ABOVE THE
ASSEMBLY SIMILAR TO PUMP STATION 1. START LEVEL WILL
ELEVATION 835.0 TO 840.0 USING MECHANICAL LEVEL
STOP ELEVATION SHALL BE MANUALLY ADJUSTABLE FROM2.
SET INITIALLY @ ELEVATION 840.0 SEE NOTE 1, 2
LS-540 - START LEVEL
SET INITIALLY @ ELEVATION 836.0 SEE NOTE 1, 2
LS-504 - STOP LEVEL
CALIBRATION 0-10 PSIG (0-23 FEET; ELEVATION 827.0-850.0)
LT-580 - MOUNT @ ELEVATION 827.0
A N
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SCALE : 1/4"=1'-0"
4' 8'0 2'A1
INSTRUMENTATION LOCATION PLAN
GENERAL SHEET NOTES
BEACONS LOCATED AT PUMP STATION 1.
EXTERIOR OF PUMP STATION SIMILAR TO EXISTING
MONITORING BEACON SHALL BE MOUNTED ON1.
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Sheet
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
O D
E
W E
K
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P P
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FV-762,762L
FV-752,752L
FV-742,742L
FV-704
PSH-704
M-240,250,260
TSL-704
CP-262 CP-252 CP-242
PSH/HH-250
FS-250
PT-205
PSH/HH-240
FS-240
PT-204
PSH/HH-260
FS-260
PT-206
ZSO-606
ZSC-606
FY-606
ZSO-605
ZSC-605
FY-605
ZSO-604
ZSC-604
FY-604
STORMWATER
PUMP 6
STORMWATER
PUMP 5
STORMWATER
PUMP 4
STORMWATER PUMP 6
LUBE OIL SYSTEM
AIR PUMPS
FREEZE PROTECTION
LUBE OIL SYSTEM
STORMWATER PUMP 5
LUBE OIL SYSTEM
STORMWATER PUMP 4
QA-106
JA-200
QA-105
(NOTE 1, TYP)
QA-104
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4' 8'0 2'
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
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W E
K
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M E
N T
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WP
PUMP 6
STORMWATER
PUMP 5
STORMWATER
PUMP 4
STORMWATER
LUBE OIL SYSTEM
STORMWATER PUMP 6
UH-1 UH-2
UH-3 UH-4
VFD-6 VFD-5
VFD-4
AND PANEL 7G (BELOW TR-3G)
TR-3G (CEILING MOUNTED)
ATS-1
PANEL 1G
PANEL 6G
CONTROL PANEL
PUMP STATION 2
LUBE OIL SYSTEM
STORMWATER PUMP 5
LUBE OIL SYSTEM
STORMWATER PUMP 4
STAINLESS STEEL ENCLOSURE
48"X36" WX24" D NEMA 4X
DISCONNECT
MOV-6
DISCONNECT
UH-1
DISCONNECT
MOV-5
DISCONNECT
UH-2
DISCONNECT
MOV-4
DISCONNECT
UH-4
DISCONNECT
UH-3
EF-2 STARTER
EF-3 STARTER
EF-4 STARTER
EF-1 STARTER
CP-150
JS-150
JS-260
SC-260
JS-250
SC-250
JS-240
SC-240
FOR DETAIL
1G SEE SHEET E-501
TO STANDBY GENERATOR
| B5BCBD1801_G-001 |
| B5BCBD1801_G-001 |
| B5BCBD1801_G-002 |
| B5BCBD1801_G-002 |
| B5BCBD1801_GC001 |
| B5BCBD1801_GC001 |
| B5BCBD1801_GC402 |
| B5BCBD1801_GC402 |
| B5BCBD1801_GC403 |
| B5BCBD1801_GC403 |
| B5BCBD1801_E-002 |
| B5BCBD1801_E-002 |
| B5BCBD1801_E-100 |
| B5BCBD1801_E-100 |
| B5BCBD1801_E-504 |
| B5BCBD1801_E-504 |
| B5BCBD1801_E-505 |
| B5BCBD1801_E-505 |
| B5BCBD1801_E-604 |
| B5BCBD1801_E-604 |
| B5BCBD1801_EI100 |
| B5BCBD1801_EI100 |
| B5BCBD1801_EI101 |
| B5BCBD1801_EI101 |
| B5BCBD1801_EI102 |
| B5BCBD1801_EI102 |
| B5BCBD1801_EI103 |
| B5BCBD1801_EI103 |
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