Attachment 3 - MAHG231034 Repair Well 9 Drawings.pdf
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- Attached to
- MAHG23-1034 Repair Well 9
- Solicitation number
- FA301026R0012
About this file
This document is a set of design drawings and specifications for the repair of Well #9 casing, drop pipe, pump, instrumentation, and controls at Keesler Air Force Base in Biloxi, Mississippi. The project number is MAHG231034 with contract number FA301026R0012, issued in March 2025.
The project encompasses both civil and electrical work. Civil scope includes construction of new concrete pads (8 inches and 6 inches of 3500 PSI fiber-reinforced polymer concrete) for generator and fuel tank installation, with specifications for rebar reinforcement, grounding rods, and expansion joints. Electrical scope involves demolition of existing equipment including the existing well pump, chlorine pump, pull box, safety switch, and meter, followed by installation of new equipment including a 150KW standby generator, 1000-gallon diesel fuel tank, automatic transfer switch (ATS), new smart meter, and replacement well and chlorine pumps. The new electrical system requires a new handhole with cable splice point, conduit installation at minimum 18 inches below grade, and new fiber-to-CAT6 media converter connectivity. All work must comply with AFI 32-1062 and UFC 3-540-01 standards. The drawings provide detailed site plans, elevation views, equipment layouts, one-line electrical diagrams, panel schedules, and conduit routing specifications to guide construction execution.
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L ST
GEN CHAPPIE JAMES AV
3908 3909
INTERSTATE 10
U .S
. H W
Y
U.S. HWY 90
I-1
PROJECT LOCATION
PROJECT
LOCATION
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G-001
KEESLER AIR FORCE BASE BILOXI, MS
REPAIR WELL #9 CASING, DROP PIPE, PUMP,
INSTRUMENTATION, AND CONTROLS
MAHG231034 FA301026R0012 Attachment 3
ISSUE DATE: MARCH 2025
INDEX OF DRAWINGS
SHEET NO. DESCRIPTION OF SHEET
COVER SHEETG-001
CONCRETE PAD SECTIONS AND EXPANSION JOINT DETAILC-301
GENERAL SHEETS
CIVIL
NEW CONSTRUCTION SITE PLANC-101
ELECTRICAL
ELECTRICAL DEMOLITION SITE POWER PLANE-101
ELECTRICAL NEW SITE POWER PLANE-102
CONCRETE PAD SITE PLANC-102
ELECTRICAL DEMOLITION EQUIPMENT LAYOUTE-401
ELECTRICAL NEW EQUIPMENT LAYOUTE-402
NORTH
ELECTRICAL DEMOLITION ONE-LINE DIAGRAM E-601
ELECTRICAL NEW ONE-LINE DIAGRAM AND PANEL SCHEDULEE-602
ELECTRICAL DETAILSE-301
ELECTRICAL NEW SITE - DIMENSIONSE-103
CONDUIT INSTALLATION CROSS-SECTIONC-302
u
C.
Deer Is
AutoCAD SHX Text Big Lake
AutoCAD SHX Text Back Bay of Biloxi
AutoCAD SHX Text Bernard Bayou
AutoCAD SHX Text Biloxi River
AutoCAD SHX Text Little Biloxi River
AutoCAD SHX Text Tchoutacabouffa River
AutoCAD SHX Text Tuxachanie
AutoCAD SHX Text Creek
AutoCAD SHX Text Tchoutacabouffa
AutoCAD SHX Text River
AutoCAD SHX Text Cedar
AutoCAD SHX Text Lake
AutoCAD SHX Text Deer Island
AutoCAD SHX Text Mississippi Sound
EXISTING FENCE
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BLDG 3967
1 CONCRETE PAD PLAN VIEW
SCALE: 1:40
'-5
7'-8"
EXISTING GATES
4'
5'
1'
PLAN
NORTH
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C-101
7' -1
1"
7' -8
NEW 8", 3500 PSI
CONCRETE PAD
SEE DETAIL 1/C-102
NEW 6", 3500 PSI
CONCRETE PAD
SEE DETAIL 1/C-102
EXISTING CONCRETE
PAD
NEW ATS
SEE ELECTRICAL
FOR DETAILS
NEW GENERATOR
SEE ELECTRICAL
FOR DETAILS
NEW FUEL TANK
SEE ELECTRICAL
FOR DETAILS
6'-4"
5'
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C-102
1. THE TOP 12" OF SUBGRADE BENEATH THE SLAB SHALL BE THOROUGHLY
COMPACTED TO 95% OF MAXIMUM DENSITY PER ASTM D698.
2. SLAB TO BE MADE OF FIBER REINFORCED POLYMER (FRP) CONCRETE WITH
MINIMUM 28 DAY STRENGTH OF 3500 PSI WITH 2 INCH LENGTH OF MONOFILAMENT
MACROSYNTHETIC FIBERS AT APPROXIMATELY 4 LB/YD^3 DOSAGE.ADD
AIR-ENTRAINING ADMIXTURE CONFORMING TO ASTM C260/C260M.
3. TOP OF PAD TO BE SMOOTH, SLOPED, AND CLEARED OF ALL FRAMING MATERIAL
AFTER CONCRETE SETS. SEE DETAIL 1/C-301.
4. NO WALLS SHALL BE BUILT AROUND GENERATOR, NOR CANOPIES ABOVE
GENERATOR.
5. COORDINATE WITH CLP UTILITIES TO ALLOW ANY AND ALL INSPECTIONS BEFORE,
DURING, AND AFTER CONSTRUCTION OF PAD.
6. REBAR SUPPORTS SHOULD BE USED TO KEEP THE REBAR IN PLACE. USE OF
CONCRETE BRICKS AS SUBSTITUTE OF SUPPORTS IS NOT PERMITTED.
7. ALL REBAR SHOULD AT LEAST HAVE 3" COVER ON ALL SIDES UNLESS OTHERWISE
NOTED.
8. REVIEW GENERATOR INSTALLATION INSTRUCTIONS BEFORE FORMING THE
CONDUIT STUB UP AREA. PROVIDE AREA PER MANUFACTURER REQUIREMENTS.
9. BOND GROUNDING ROD TO REBAR IN SLAB AND TO GENERATOR FRAME. STUB
ROD UP 6" ABOVE TOP OF CONCRETE PAD. SIZE BOND PER NEC 2550-66
REQUIREMENTS BASED ON PHASE CONDUCTOR SIZE. PROVIDE BRAIDED, BARE
CU BOND CABLE FROM GROUND BAR TO PAD REINFORCING AND TO FRAME.
LEAVE SUFFICIENT SLACK ABOVE PAD TO TIE TO GENSET FRAME, MINIMUM OF 24"
COIL. THERE WILL BE TWO GROUNDING RODS. ONE FOR THE GENERATOR AND
ONE FOR THE FUEL TANK.
10. CONTRACTOR TRADES TO COORDINATE INSTALLATION OF CONDUIT
PENETRATIONS.
GENERAL SHEET NOTES
EXPANSION JOINT 0'-1" DEPTH
AT CENTER OF PAD
GROUNDING ROD, SEE NOTE 9
GROUNDING ROD, SEE NOTE 9
EXISTING GATE
1 CONCRETE PAD PLAN VIEW
SCALE: 1/2" = 1'-0"
#6 REBAR, EQUALLY
SPACED @ 7" O.C.
#6 REBAR, EQUALLY
SPACED @ 15" O.C
C
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C
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5' -0
25'-5"
7' -8
3"
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3"
3"
C
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C-301
C-301
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6' -4
3" 3"
3" 3"
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C-301
1. THE TOP 12" OF SUBGRADE BENEATH THE SLAB SHALL BE THOROUGHLY
COMPACTED TO 95% OF MAXIMUM DENSITY PER ASTM D698.
2. SLAB TO BE MADE OF FIBER REINFORCED POLYMER (FRP) CONCRETE WITH
MINIMUM 28 DAY STRENGTH OF 3500 PSI WITH 2 INCH LENGTH OF MONOFILAMENT
MACROSYNTHETIC FIBERS AT APPROXIMATELY 4 LB/YD^3 DOSAGE.ADD
AIR-ENTRAINING ADMIXTURE CONFORMING TO ASTM C260/C260M.
3. TOP OF PAD TO BE SMOOTH, SLOPED, AND CLEARED OF ALL FRAMING MATERIAL
AFTER CONCRETE SETS. SEE DETAIL 1.
4. NO WALLS SHALL BE BUILT AROUND GENERATOR, NOR CANOPIES ABOVE
GENERATOR.
5. COORDINATE WITH CLP UTILITIES TO ALLOW ANY AND ALL INSPECTIONS BEFORE,
DURING, AND AFTER CONSTRUCTION OF PAD.
6. REBAR SUPPORTS SHOULD BE USED TO KEEP THE REBAR AT PLACE. USE OF
CONCRETE BRICKS AS SUBSTITUTE OF SUPPORTS IS NOT PERMITTED.
7. ALL REBAR SHOULD AT LEAST HAVE 3" COVER FROM THE SIDES UNLESS
OTHERWISE NOTED.
8. REVIEW GENERATOR INSTALLATION INSTRUCTIONS BEFORE FORMING THE
CONDUIT STUB UP AREA. PROVIDE AREA PER MANUFACTURER REQUIREMENTS.
9. BOND GROUNDING ROD TO REBAR IN SLAB AND TO GENERATOR FRAME. STUB
ROD UP 6" ABOVE TOP OF CONCRETE PAD. SIZE BOND PER NEC 2550-66
REQUIREMENTS BASED ON PHASE CONDUCTOR SIZE. PROVIDE BRAIDED, BARE
CU BOND CABLE FROM GROUND BAR TO PAD REINFORCING AND TO FRAME.
LEAVE SUFFICIENT LACK ABOVE PAD TO TIE TO GENSET FRAME, MINIMUM OF 24"
COIL. HERE WILL BE TWO GROUNDING RODS. ONE FOR THE GENERATOR AND ONE
FOR THE FUEL TANK.
GENERAL SHEET NOTES
1 NEW GENERATOR AND FUEL TANK CONCRETE PAD
SCALE: NTS
3/8"
CLEAN TOP 1" OF JOINT BEFORE
SEALING
2" 3/ 4"
1/ 4"
1/ 4"
È
/1 6"
1/2" DIA. BACKER ROD
1/8"
3 EXPANSION JOINT DETAIL
SCALE: NTS
BOND GROUND ROD TO
REBAR IN SLAB AND TO
GENERATOR FRAME
(1) 5/8" DIA. X 10'-0" LONG
CU GROUND ROD. BOND TO PAD REBAR
WITH EXOTHERMIC WELDING
3/4" CHAMFER
(TYP-ALL SIDES)SEE DETAIL A
BOND GROUND ROD TO
REBAR IN SLAB AND TO
GENERATOR FRAME
#6 REBAR LOCATED
AT CENTER OF THICKNESS
OF PAD
(1) 5/8" DIA. X 10'-0" LONG
CU GROUND ROD. BOND TO PAD REBAR
WITH EXOTHERMIC WELDING
3"
3/4" CHAMFER
(TYP-ALL SIDES)
8" 4"
EXISTING MATERIAL COMPACTED
TO 95% STD. PROCTOR PRIOR
CONSTRUCTION 6" OF 610 CRUSHED LIMESTONE
COMPACTED TO 98% STD. PROCTOR
PRIOR TO CONSTRUCTION
8" 3500 PSI CONCRETE
SLAB WITH STEEL REINFORCEMENT
GEOTEXTILE
FABRIC
4 ATS CONCRETE PAD SECTION
SCALE: NTS
6" 3500 PSI CONCRETE INSTALL 6"X6" (W1.4 10 GAUGE) WWF
3" MIN. SPACING
1. SEE E-301 FOR CONDUIT INSTALLATION DETAILS. CONTRACTOR TRADES TO
COORDINATE INSTALLATION OF CONDUIT PENETRATIONS.
2. JOINTS SHALL BE SAWED
3. GENERATOR/FUEL TANK AND ATS SLABS TO HAVE A 2% SLOPE AWAY FROM THE
FENCELINE.
KEYNOTES
EXISTING MATERIAL
COMPACTED TO 95% STD.
PROCTOR PRIOR TO
CONSTRUCTION
GEOTEXTILE
FABRIC
6" OF 610 CRUSHED
LIMESTONE COMPACTED
TO 95% STD. PROCTOR
PRIOR TO CONSTRUCTION
2 NEW GENERATOR AND FUEL TANK CONCRETE PAD
SCALE: NTS
(1) 5/8" DIA. X 10'-0" LONG
CU GROUND ROD. BOND TO PAD REBAR
WITH EXOTHERMIC WELDING
BOND GROUND ROD TO
REBAR IN SLAB AND TO
GENERATOR FRAME
#6 REBAR LOCATED
AT CENTER OF THICKNESS
OF PAD
EXISTING MATERIAL COMPACTED
TO 95% STD. PROCTOR PRIOR
CONSTRUCTION
GEOTEXTILE
FABRIC
8" 3500 PSI CONCRETE
SLAB WITH STEEL REINFORCEMENT
3"
6" OF 610 CRUSHED LIMESTONE
COMPACTED TO 98% STD. PROCTOR
PRIOR TO CONSTRUCTION
2"
6"
3"
4"
8"
3/4" CHAMFER
(TYP-ALL SIDES)
EXISTING MATERIAL
COMPACTED TO 95% STD.
PROCTOR PRIOR TO
CONSTRUCTION
EXISTING MATERIAL
COMPACTED TO 95% STD.
PROCTOR PRIOR TO
CONSTRUCTION
EXISTING MATERIAL
COMPACTED TO 95% STD.
PROCTOR PRIOR TO
CONSTRUCTION
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C-302
1. CONTRACTOR TRADES TO COORDINATE INSTALLATION OF CONDUIT PENETRATIONS.
GENERAL SHEET NOTES
1 TYP. CONDUIT INSTALLATION CROSS-SECTION
SCALE: 1:20
CONDUIT TO BE A MIN.
18" UNDER GROUND CONDUIT GOING TO
B3967 ti •. 4 • ,d . . ;. .•
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ELECTRICAL
UG UG UG
BLDG 3967
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E-101
1. INTERCEPT EXISTING UTILITY FEED. REMOVE CONDUIT AND CABLE FROM PULL BOX
AND SAFETY SWITCH BACK TO NEW HAND HOLE AS SEEN ON DRAWING E-102.
2. REMOVE AND DISPOSE PULL BOX AND SAFETY SWITCH OUTSIDE OF BLDG 3967.
3. REMOVE AND DISPOSE OUT OF EXISTING METER.
KEYNOTES
1. CALL 811 AND APPLY FOR DIG PERMIT WITH THE GOVERNMENT PRIOR TO ANY DIG
WORK AND SHOULD ACCOUNT FOR PROCESSING TIME.
2. VERIFY ALL DIMENSIONS, CONNECTIONS, EXISTING EQUIPMENT, AND EXISTING
CONDITIONS PRIOR TO ORDERING EQUIPMENT AND COMMENCING WORK.
3. SEE DRAWING E-601 FOR EXISTING ONE-LINE DIAGRAM.
GENERAL SHEET NOTES
1 ELECTRICAL DEMOLITION SITE POWER PLAN
SCALE: 1" = 5'-4"
PLAN
NORTH
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R
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T, B
U
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D
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BI
LO
XI
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S
KE
ES
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R
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BA
SE
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IS
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SS
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PI
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IN
G , D
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P
PI
PE
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P, IN
ST
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N D
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PR
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C
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AH
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AR
C H
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AN
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AG
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AN
D
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AV
E
AR
C
H D
D
ES
C R
IP
TI
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M
AR
K D
AT
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0%
D
ES
IG
N
E.
C
LE
VE
LA
N
D
K.
P
AH
LA
VA
N
PULL BOX
SAFETY SWITCH
METER 3
EXISTING
SAFETY SWITCH
EXISTING LOAD
CENTER
LEGEND
UG UNDERGROUND CONDUIT TO REMAIN
CONDUIT, CABLES AND EQUIPMENT TO
REMOVE AND DISPOSE
CONDUIT CHANGE FROM BELOW TO
ABOVE GRADE
I I I I I I I I I I I I I I I I I I
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UG
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UG
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UG
UG UG UG
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N
EW
S
IT
E
PO
W
ER
P
LA
N
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
E-102
1. INTERCEPT EXISTING UTILITY FEED. PROVIDE NEW HAND HOLE (24"X30"X24") AND
SPLICE CABLE TO EXTEND FEED TO NEW ATS.
2. PROVIDE NEW AUTOMATIC TRANSFER SWITCH (ATS).
3. PROVIDE NEW PERMANENT STANDBY GENERATOR.
4. PROVIDE 1000 GALLON NEW DIESEL TANK CAPABLE OF PROVIDING GENERATOR
WITH A RUNTIME OF 72 HOURS. TANK SHALL MATCH EXISTING BASE DIESEL TANKS
(CORE ENGINEERED SOLUTIONS CONVAULT) OR APPROVED EQUAL.
5. PROVIDE NEW SMART METER. ROUTE NEW CONDUIT FROM ATS TO SMART METER.
6. REFER TO CIVIL DRAWINGS C-101 AND C-102 FOR CONCRETE PAD INFORMATION.
7. PROVIDE A NEW GFCI PROTECTED, HEAVY DUTY QUADPLEX RECEPTACLE IN
WEATHERPOOF ENCLOSURES (HUBBLE RW58750 OR APPROVED EQUAL) FOR
GENERATOR ACCESSORIES AND MAINTENANCE. COORDINATE LOCATION OF
QUADPLEX WITH THE GOVERNMENT. RECEPTACLE TO BE MOUNTED ON UNISTRUT
OUTSIDE OF THE NEW CONCRETE PAD.
KEYNOTES
1. CALL 811 AND APPLY FOR DIG PERMIT WITH THE GOVERNMENT PRIOR TO ANY DIG
WORK AND ACCOUNT FOR PROCESSING TIME.
2. VERIFY ALL DIMENSIONS, CONNECTIONS, EXISTING EQUIPMENT, AND EXISTING
CONDITIONS PRIOR TO ORDERING EQUIPMENT AND COMMENCING WORK.
3. SEE DRAWING E-602 FOR MORE DETAILED INFORMATION REGARDING NEW
ELECTRICAL EQUIPMENT.
4. CONDUIT ROUTING FOR SCHEMATIC PURPOSES ONLY. VERIFY EXISTING CONDUIT
ROUTING AND ROUTE NEW CONDUIT AS NEEDED.
5. UNDERGROUND CONDUITS SHALL BE MINIMUM 18" BELOW GRADE.
6. DRILL, BORE, PATCH AND WEATHER SEAL ANY NEW OR MODIFIED WALL
PENETRATIONS.
GENERAL SHEET NOTES
1 ELECTRICAL NEW SITE POWER PLAN
SCALE: 1" = 5'-4"
EX
IS
TI
N
G C
H
LO
R
IN
E
TA
N K
BLDG 3967
EXISTING
UNDERGROUND
FEED FROM
T35-3902
EXISTING FENCE
EXISTING
SAFETY SWITCH
PLAN
NORTH
N
EW
D
IE
SE
L
TA
N
K N
EW
G
EN
ER
AT
O
R
NEW ATS
FUEL TANK
FILL PORT
NEW SMART
METER
NEW HANDHOLE
SO
LI
C
IT
AT
IO
N N
O
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
IS
SU
E
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
SHEET ID
ST
C
IV
IL
E
N G
IN
EE
R S
Q U
AD
R
O N
L
ST
R
EE
T, B
U
IL
D
IN
G
BI
LO
XI
, M
S
KE
ES
LE
R
A
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F O
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BA
SE
B
IL
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IS
SI
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PI
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AI
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AS
IN
G , D
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P
PI
PE
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P, IN
ST
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TA
TI
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N D
C O
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PR
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C
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AH
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C H
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AG
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AN
D
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AR
C
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D
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TI
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M
AR
K D
AT
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0%
D
ES
IG
N
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LE
VE
LA
N
D
K.
P
AH
LA
VA
N
6 NEW CONCRETE
PAD
6 NEW CONCRETE
PAD
EXISTING LOAD
CENTER
NEW QUADPLEX RECEPTACLE
BOX ON UNISTRUT
E-301
LEGEND
UG UNDERGROUND CONDUIT
ABOVE GROUND CONDUIT
QUADPLEX RECEPTACLE
DETAIL CALLOUT
DETAIL NUMBER
SHEET NUMBER
BREAK LINE
E-301
CONDUIT CHANGE FROM BELOW TO
ABOVE GRADE
l I
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SI
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S
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
E-103
1. CALL 811 AND APPLY FOR DIG PERMIT WITH THE GOVERNMENT PRIOR TO ANY DIG
WORK AND ACCOUNT FOR PROCESSING TIME.
2. VERIFY ALL DIMENSIONS, CONNECTIONS, EXISTING EQUIPMENT, AND EXISTING
CONDITIONS PRIOR TO ORDERING EQUIPMENT AND COMMENCING WORK.
3. SEE DRAWING E-602 FOR MORE DETAILED INFORMATION REGARDING NEW
ELECTRICAL EQUIPMENT.
GENERAL SHEET NOTES
1 ELECTRICAL NEW SITE DIMENSIONS
SCALE: 1" = 5'-4"
EX
IS
TI
N
G C
H
LO
R
IN
E
TA
N K
BLDG 3967
EXISTING FENCE
EXISTING
SAFETY SWITCH
PLAN
NORTH
N
EW
D
IE
SE
L
TA
N
K N
EW
G
EN
ER
AT
O
R
NEW ATS
FUEL TANK
FILL PORT
NEW SMART
METER
37'-8"±
8' -8
8' -1
1"
21'±
NEW HANDHOLE
SO
LI
C
IT
AT
IO
N N
O
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
IS
SU
E
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
SHEET ID
ST
C
IV
IL
E
N G
IN
EE
R S
Q U
AD
R
O N
L
ST
R
EE
T, B
U
IL
D
IN
G
BI
LO
XI
, M
S
KE
ES
LE
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A
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F O
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BA
SE
B
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SI
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PI
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P
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PE
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AH
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AN
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AG
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AN
D
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AV
E
AR
C
H D
D
ES
C R
IP
TI
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M
AR
K D
AT
E
0%
D
ES
IG
N
E.
C
LE
VE
LA
N
D
K.
P
AH
LA
VA
N
NEW CONCRETE
PAD
NEW CONCRETE
PAD
EXISTING LOAD
CENTER
1'
1'
1'
1'
'-5
J J J J J J J J J J J J J J J J J J J
\ \ Iii.
L l J J I • j I f - I
- r-
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EC
TR
IC
AL
D
ET
AI
LS
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
E-301
1. CONDUITS SHALL HAVE MINIMUM 3" SPACING BETWEEN EACH CONDUIT AND
INTERIOR OF NEW EQUIPMENT.
2. ELECTRICAL CONTRACTOR SHALL COORDINATE CONDUIT STUB UP LOCATIONS
WITH THE CIVIL CONTRACTOR PRIOR TO POURING CONCRETE.
3. MODIFY ARRANGEMENT OF CONDUITS BASED ON THE PURCHASED EQUIPMENT
MANUFACTURER'S CABLE ENTRY RECOMMENDATIONS.
GENERAL SHEET NOTES
1 ATS CONCRETE PAD TOP ELEVATION
SCALE: 1" = 1'-0"
ATS CONDUITS
ID SIZE ROUTE
1 2-1/2" FROM TRANSFORMER T35-3902
2 2-1/2" SPARE
3 3/4" TO B3967 SMART METER
4 2-1/2" TO B3967 SAFETY SWITCH
5 2-1/2" SPARE
6 2-1/2" SPARE
7 2-1/2" FROM GENERATOR CIRCUIT BREAKER
8 3/4" FROM GENERATOR CONTROL PANEL
1 2
PLAN
NORTH
1'
ATS
CONCRETE PAD
1'
CAP END OF CONDUIT
CAP END OF CONDUIT
1' -6
3 SPARE CONDUIT DETAIL (TYP.)
SCALE: 1" = 1'-0"
CONCRETE PAD
CONDUIT SHALL FACE AWAY FROM CENTER OF CONCRETE PAD
SO
LI
C
IT
AT
IO
N N
O
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
IS
SU
E
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
SHEET ID
ST
C
IV
IL
E
N G
IN
EE
R S
Q U
AD
R
O N
L
ST
R
EE
T, B
U
IL
D
IN
G
BI
LO
XI
, M
S
KE
ES
LE
R
A
IR
F O
R C
E
BA
SE
B
IL
O
XI
, M
IS
SI
SS
IP
PI
R
EP
AI
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EL
L
#9 C
AS
IN
G , D
R O
P
PI
PE
, P
U M
P, IN
ST
R
U M
EN
TA
TI
O
N , A
N D
C O
N
TR
O
LS
PR
O
JE
C
T N
O . M
AH
G
M
AR
C H
H
. S
AN
TI
AG
O
R . L
AN
D
G R
AV
E
AR
C
H D
D
ES
C R
IP
TI
O N
M
AR
K D
AT
E
0%
D
ES
IG
N
E.
C
LE
VE
LA
N
D
K.
P
AH
LA
VA
N
CONCRETE
LEGEND
SOIL
SCALE: 3/4" = 1'-0"
PLAN
NORTH
2'-2"
GENERATOR
CONCRETE PAD
2 GENERATOR CONCRETE PAD TOP ELEVATION
GENERATOR CONDUITS
ID SIZE ROUTE
1 2-1/2" TO ATS (EMERGENCY POWER)
2 2-1/2" SPARE
3 3/4" TO ATS (GENERATOR START/STOP)
3' 1'
2'
3'-4" 2'-2"
1'
CONTINUATION OF GENERATOR AND FUEL TANK CONCRETE PAD
1'
E-301
I I I I I I ffi
I I - [ ,· .. • .. _ .. -, I L--
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EXISTING PUMP
MOTOR STARTER
WINDOW
EXISTING DISCONNECT SWITCH
EXISTING TRANSFORMER
EXISTING MAIN DISCONNECT
EXISTING SUB-PANEL
EXISTING
CSI PANEL
WELL PUMP
CONCRETE PILLAR
5" ABOVE FINISHED FLOOR
AIR RELIEF
CHECK VALVE
FLUORIDATION
SYSTEM
CHLORINE PUMP
FLOW METER CHART
FLOW METER
CHLORINE ALARM
PANEL
CHLORINE TANKS
REGULATOR
CONCRETE PILLAR
2'-2" ABOVE FINISHED
FLOOR
8" CMU WALL
EL
EC
TR
IC
AL
D
EM
O
LI
TI
O N
EQ
UI
PM
EN
T
LA
YO
UT
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
E-401
1. REMOVE EXISTING WELL PUMP.
2. REMOVE EXISTING CHLORINE PUMP.
KEYNOTES
1. SEE DRAWING E-601 FOR EXISTING ONE-LINE DIAGRAM.
GENERAL SHEET NOTES
1 ELECTRICAL DEMOLITION EQUIPMENT LAYOUT
SCALE: NOT TO SCALE
PLAN
NORTH
EXISTING
FIBER PANEL
SO
LI
C
IT
AT
IO
N N
O
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
IS
SU
E
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
SHEET ID
ST
C
IV
IL
E
N G
IN
EE
R S
Q U
AD
R
O N
L
ST
R
EE
T, B
U
IL
D
IN
G
BI
LO
XI
, M
S
KE
ES
LE
R
A
IR
F O
R C
E
BA
SE
B
IL
O
XI
, M
IS
SI
SS
IP
PI
R
EP
AI
R W
EL
L
#9 C
AS
IN
G , D
R O
P
PI
PE
, P
U M
P, IN
ST
R
U M
EN
TA
TI
O
N , A
N D
C O
N
TR
O
LS
PR
O
JE
C
T N
O . M
AH
G
M
AR
C H
H
. S
AN
TI
AG
O
R . L
AN
D
G R
AV
E
AR
C
H D
D
ES
C R
IP
TI
O N
M
AR
K D
AT
E
0%
D
ES
IG
N
E.
C
LE
VE
LA
N
D
K.
P
AH
LA
VA
N
DEMOLITION SCOPE
LEGEND
F_ -_ - Ll------l-'I
I '------' 11=t-=-=--~~
0....--------------
\"--..._j ___ //
EXISTING PUMP
MOTOR STARTER
WINDOW
EXISTING DISCONNECT SWITCH
EXISTING TRANSFORMER
EXISTING MAIN DISCONNECT
EXISTING SUB-PANEL
EXISTING
CSI PANEL
WELL PUMP
CONCRETE PILLAR
5" ABOVE FINISHED FLOOR
AIR RELIEF
CHECK VALVE
FLUORIDATION
SYSTEM
CHLORINE PUMP
FLOW METER CHART
FLOW METER
CHLORINE ALARM
PANEL
CHLORINE TANKS
REGULATOR
CONCRETE PILLAR
2'-2" ABOVE FINISHED
FLOOR
8" CMU WALL
EL
EC
TR
IC
AL
N
EW
E
Q
UI
PM
EN
T
LA
YO
UT
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
E-402
1. PROVIDE NEW REPLACEMENT WELL PUMP.
2. PROVIDE NEW REPLACEMENT CHLORINE PUMP.
3. PROVIDE NEW FIBER TO CAT6 MEDIA CONVERTER. CONNECT MEDIA CONVERTER
TO EXISTING FIBER STRAND INSIDE CSI PANEL. RUN NEW CAT6 CABLE IN 3/4" EMT
CONDUIT FROM MEDIA CONVERTER TO NEW SMART METER. COORDINATE WORK
WITH 81 COMMS.
KEYNOTES
1. VERIFY ALL DIMENSIONS, CONNECTIONS, EXISTING EQUIPMENT, AND EXISTING
CONDITIONS PRIOR TO ORDERING EQUIPMENT AND COMMENCING WORK.
2. SEE DRAWING E-602 NEW ONE-LINE DIAGRAM FOR MORE DETAILED INFORMATION
REGARDING NEW ELECTRICAL EQUIPMENT.
3. CONDUIT ROUTING FOR SCHEMATIC PURPOSES ONLY. ROUTE NEW CONDUIT AS
NEEDED.
GENERAL SHEET NOTES
1 ELECTRICAL NEW EQUIPMENT LAYOUT
SCALE: NOT TO SCALE
PLAN
NORTH
EXISTING
FIBER PANEL
NEW SMART METER
SO
LI
C
IT
AT
IO
N N
O
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
IS
SU
E
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
SHEET ID
ST
C
IV
IL
E
N G
IN
EE
R S
Q U
AD
R
O N
L
ST
R
EE
T, B
U
IL
D
IN
G
BI
LO
XI
, M
S
KE
ES
LE
R
A
IR
F O
R C
E
BA
SE
B
IL
O
XI
, M
IS
SI
SS
IP
PI
R
EP
AI
R W
EL
L
#9 C
AS
IN
G , D
R O
P
PI
PE
, P
U M
P, IN
ST
R
U M
EN
TA
TI
O
N , A
N D
C O
N
TR
O
LS
PR
O
JE
C
T N
O . M
AH
G
M
AR
C H
H
.S
AN
TI
AG
O
R .L
AN
D
G R
AV
E
AR
C
H D
D
ES
C R
IP
TI
O N
M
AR
K D
AT
E
0%
D
ES
IG
N
E.
C
LE
VE
LA
N
D
K.
PA
H
LA
VA
N
3 NEW WORK SCOPE
LEGEND
I lo
I LJ
of----------
L
INCOMING UTILITY
FEED
#1/0
T35-3902
22.86/13.2KV Y-G
480/277V Y-G 750kVA
5.69%
LIGHTS
RECEPTACLES
SUB-PANEL
10 KVA
480V - 240/120V
1-PHASE
OUTSIDE INSIDE
TO B3902
DEMOLITION SCOPE
CIRCUIT BREAKER
MOTOR
SPD SURGE PROTECTOR DEVICE
TRANSFORMER
FUSED SAFETY SWITCH
XXXAF FRAME RATING
XXXAT FUSE TRIP RATING
30AF
10AT
EQUIPMENT
30AF
25AT
#1/0
EL
EC
TR
IC
AL
D
EM
O
LI
TI
O N
O N
E-
LI
N E
D
IA
G R
AM
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
E-601
75 HP
WELL PUMP #9
3 HP
CHLORINE PUMP
1. REMOVE AND DISPOSE OF EXISTING PULL BOX AND SAFETY SWITCH. REMOVE
CONDUITS AND CONDUCTORS FROM NEW SPLICE POINT TO EXISTING SAFETY
SWITCH INSIDE THE BUILDING.
2. REMOVE AND DISPOSE OF EXISTING WELL PUMP AND CHLORINE PUMP.
KEYNOTES
1. VERIFY CIRCUITS FOR ANY DISCREPANCIES AND MISSING DATA AND PROVIDE
REDLINES FOR A COMPLETE AND DETAILED RISER DIAGRAM.
GENERAL SHEET NOTES
EXISTING
175A
15A
M
M
SOFT
STARTER200A
WELL #9 PUMP CONTROL PANEL
1 ELECTRICAL DEMOLITION ONE-LINE DIAGRAM
LEGEND
PULL BOX
NON-FUSED
DOUBLE THROW
SAFETY SWITCH
SO
LI
C
IT
AT
IO
N N
O
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
IS
SU
E
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
SHEET ID
ST
C
IV
IL
E
N G
IN
EE
R S
Q U
AD
R
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NEW
WELL #9 PUMP CONTROL PANEL
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175A
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SOFT
STARTER
NEW
75 HP
WELL PUMP #9
NEW
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CHLORINE PUMP
INCOMING UTILITY
FEED
#1/0
T35-3902
22.86/13.2KV Y-G
480/277V Y-G 750kVA
5.69%
LIGHTS
RECEPTACLES
LOAD CENTER
10 KVA
480V - 240/120V
1-PHASE
OUTSIDE INSIDE
150KW STANDBY GENERATOR
225AS
200AT SPD
225A 4P
ATS
SPD
TO B3902
NEW WORK SCOPE
CIRCUIT BREAKER
MOTOR
SPD SURGE PROTECTOR DEVICE
TRANSFORMER
FUSED SAFETY SWITCH
AF FRAME RATING
AT FUSE TRIP RATING
EQUIPMENT
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E-602
1. PROVIDE NEW 4#4/0 CU, #2 GND IN 2.5" CONDUIT AND A SPARE 2.5" CONDUIT FOR
POWER. PROVIDE A 3/4" CONDUIT FOR GENERATOR START SIGNAL CABLES FROM
THE ATS. PROVIDE GENERATOR START SIGNAL CABLES AS REQUIRED BY THE ATS
AND GENERATOR MANUFACTURER. PROVIDE PULL STRINGS AND CAP FOR EMPTY
CONDUITS.
2. PROVIDE NEW CUMMINS (OR APPROVED EQUAL) AUTOMATIC TRANSFER SWITCH
(ATS). ATS SHALL BE 480V 225A 3-PHASE WITH A SWITCHED NEUTRAL (4-POLE). ATS
SHALL BE DELAYED TRANSITION AND HAVE BYPASS ISOLATION FOR MAINTENANCE.
ATS SHALL BE SERVICE ENTRANCE RATED. ATS SHALL HAVE A 225AS/150AT
BREAKER WITH ADJUSTABLE LONG TIME PICKUP AND INSTANTANEOUS SETTINGS
ON THE INCOMING UTILITY SIDE. ATS SHALL BE MINIMUM NEMA 3R RATED FOR
OUTDOOR USE. ATS SHALL HAVE A SURGE PROTECTOR DEVICE CONNECTED TO
UTILITY SOURCE. SEE DRAWING E-301 FOR CONDUIT DETAIL.
3. PROVIDE NEW CUMMINS (OR APPROVED EQUAL) PERMANENT STANDBY
GENERATOR. GENERATOR SHALL BE 150KW 480V 3-PHASE WYE GROUNDED
CAPABLE OF HANDLING THE INRUSH CURRENT OF EXISTING AND NEW EQUIPMENT.
GENERATOR SHALL BE MINIMUM NEMA 3R RATED FOR OUTDOOR USE. GENERATOR
SHALL BE GROUNDED AS A SEPARATELY DERIVED SYSTEM. GENERATOR SHALL
HAVE A SURGE PROTECTOR DEVICE. GENERATOR BREAKER SHALL HAVE AN
ELECTRONIC LI TRIP UNIT WITH ADJUSTABLE LONG TIME AND INSTANTANEOUS
SETTINGS. CONTRACTOR TO PROVIDE ALL NECESSARY GROUNDING, BONDING AND
ACCESSORIES. GENERATOR SYSTEM SHALL COMPLY WITH AFI 32-1062 AND UFC
3-540-01.
4. PROVIDE AND INSTALL CURRENT TRANSFORMERS ON THE UTILITY SIDE INSIDE THE
ATS.
5. PROVIDE NEW SCHNEIDER ELECTRIC ION 8650 SMART METER IN ENCLOSURE OR
APPROVED EQUAL WITH CAT6 COMMUNICATION IN MINIMUM NEMA 1 ENCLOSURE.
CONTRACTOR TO PROVIDE CURRENT TRANSFORMERS, I/O PORTS AND ALL NEEDED
ACCESSORIES. COORDINATE WORK WITH 81 COMMS.
6. PROVIDE NEW 4#4/0 CU, #2 GND IN 2.5" CONDUIT FROM ATS TO EXISTING SAFETY
SWITCH INSIDE THE BUILDING. PROVIDE A NEW 3/4" CONDUIT FROM THE ATS TO THE
SMART METER. RE-USE EXISTING PENTRATIONS AND BORE OUT AS NEEDED.
7. PROVIDE NEW 3#12, #12 GND IN 3/4" CONDUIT FROM EXISTING LOAD CENTER TO
GENERATOR RECEPTACLES FOR GENERATOR ACCESSORIES. SEE DRAWING E-603
FOR PANEL SCHEDULE.
8. PROVIDE NEW 4#1/0, #6 GND IN 2.5" CONDUIT FROM NEW SPLICE POINT IN NEW
HANDHOLE TO NEW ATS.
9. REPLACE EXISTING BREAKER WITH NEW TANDEM MINI CIRCUIT BREAKER (SQUARE
D QOT1520 OR APPROVED EQUAL).
KEYNOTES
1. VERIFY CIRCUITS FOR ANY DISCREPANCIES AND MISSING DATA AND PROVIDE
REDLINES FOR A COMPLETE AND DETAILED ONE-LINE DIAGRAM.
2. PROVIDE ALL CONDUIT, FITTINGS, WEATHER SEALING, CONDUCTORS, SEALANTS
AND ACCESSORIES FOR A CODE COMPLIANT INSTALL.
3. ALL EQUIPMENT PROVIDED SHALL INCLUDE ALL ACCESSORIES AND PARTS NEEDED
FOR A COMPLETE AND FUNCTIONAL SYSTEM
4. ALL BELOW GRADE CONDUIT SHALL BE PVC SCHEDULE 40 AND TRANSITION TO
RIGID METAL CONDUIT (RMC) ABOVE GRADE.
GENERAL SHEET NOTES
1 ELECTRICAL NEW ONE-LINE DIAGRAM
LEGEND
200AF
150AT F
GEN START SIGNAL
F
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NEW SMART METER
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2 ELECTRICAL PANEL SCHEDULE
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LOCATION: WELL 9 BUILDING VOLTAGE: 240/120V-1PH, 3W
FED FROM: 10 kVA TRANSFORMER MAIN BREAKER: MLO
MOUNTING: SURFACE LOAD CENTER BUS AMPACITY: 100 A
ACCESSORIES: LUGS:
AIC:
LOAD DESCRIPTION NOTE CB CKT, PH CKT, CB NOTE LOAD DESCRIPTION
INCOMING LUG 1 A 2
15/1 CHLORINE ALARM AND RECEPTACLE
2011 GENERATOR QUAD RECEPTACLE
RTUPOWER 2011 3 B 1511 - CiGR'i'SANEi Fi'iN - - - -4
LIGHT IN STORAGE ROOM 2011 5 A 6 3512 FLOW METER/RECORDER #6
FLOW METER/RECORDER #6 3512 7 B 8 INCOMING LUG
r-lJtes: Square D QO Load Center QO6-12L 100RB
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| MAHG231034 Repair Well #9 Casing, Drop Pipe, Pump, Instrumentation, and Controls-Drawings.pdf |
| MAHG231034 Repair Well #9 Casing, Drop Pipe, Pump, Instrumentation, and Controls-Drawings.pdf |
| MAHG231034 B3967 Well 9.pdf |
| Sheets and Views |
| MAHG231034 B3967 Well 9-G-001 |
| MAHG231034 B3967 Well 9-C-101 |
| MAHG231034 B3967 Well 9-C-302 |
| MAHG231034 B3967 Well 9 - Electrical.pdf |
| Sheets and Views |
| MAHG231034 B3967 Well 9-E-101 |
| MAHG231034 B3967 Well 9-E-102 |
| MAHG231034 B3967 Well 9-E-103 Dim |
| MAHG231034 B3967 Well 9-E-301 |
| MAHG231034 B3967 Well 9-E-401 |
| MAHG231034 B3967 Well 9-E-402 |
| MAHG231034 B3967 Well 9-E-601 EXIST SLD |
| MAHG231034 B3967 Well 9-E-602 SLD |
| MAHG231034 B3967 Well 9-C-301.pdf |
| Sheets and Views |
| C-301 |
| MAHG231034 B3967 Well 9-C-102.pdf |
| Sheets and Views |
| C-102 |
File details come from the government source that posted it. Updated .