W912PL22B0007_Am01.pdf
PDF 9 MB Posted
- Attached to
- CONSTRUCT POTABLE WATER WELL Federal contract opportunity
- Solicitation number
- W912PL22B0007
About this file
This solicitation provides details for a design-bid-build construction project to replace an existing potable water well at Luke Air Force Base in Glendale, Arizona. The project scope includes drilling a new 2,000 foot deep 18-inch diameter potable water well, installing casing, screen, gravel filter pack and grouting. It will also decommission the old well, add a new water line connection and mixing vault between the well and an existing ground water storage tank. Additional requirements are all necessary utilities, site improvements, pavements, communications infrastructure and other supporting construction. The facility must be designed to permanent construction standards outlined in DoD UFC criteria. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Los Angeles.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment 04.pdf | ||
| W912PL22B0007 Amendment 03.pdf | ||
| W912PL22B0007 Amendment 02.pdf | ||
| W912PL22B0007_Solicitation.pdf |
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Text version
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE
2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)
7. ADMINISTERED BY (If other than Item 6) CODE
STANDARD FORM 30 (REV. 10-83)
Prescribed by GSA FAR (48 CFR) 53.243
FACILITY CODE
9A. AMENDMENT OF SOLICIATION NO.
9B. DATED (SEE ITEM 11)
10A. MODIFICATION OF CONTRACT/ORDER NO.
10B. DATED (SEE ITEM 13)
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.
Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:
(a)By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPIRATION DATA (If required)
13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER
NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc. ) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15C. DATE SIGNED
15A. NAME AND TITLE OF SIGNER (Type or print)
16C. DATE SIGNED
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
14. DESCRIPTION OF AMENDMENT/MODIFICATION ( Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
PAGE OF PAGES
6. ISSUED BY CODE
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)
CODE
15B. CONTRACTOR/OFFEROR
(Signature of person authorized to sign)
16B. UNITED STATES OF AMERICA
(Signature of Contracting Officer)
NSN 7540-01-152-8070
Previous edition unusable
01 Aug 11, 2022
USACE-LOS ANGELES DISTRICT
CONTRACTING DIVISION, EAST REGION BRANCH
915 WILSHIRE BLVD, SUITE 1440
LOS ANGELES, CA 90017
W912PL22B0007
Aug 9, 2022
The purpose of this amendment is to:
1. Add design drawings
INSTRUCTIONS
Instructions for items other than those that are self-explanatory, are as follows:
Item 1 (Contract ID Code) . Insert the contract type identification code that appears in the title block of the contract being modified.
Item 3 (Effective date) .
(1)
(2)
(3)
(4)
(5)
For a solicitation amendment, change order, or administrative change, the effective date shall be the issue date of the amendment, change order, or administrative change.
For a supplemental agreement, the effective date shall be the date agreed to by the contracting parties.
For a modification issued as an initial or confirming notice of termination for the convenience of the Government, the effective date and the modification number of the confirming notice shall be the same as the effective date and modification number of the initial notice.
For a modification converting a termination for default to a termination for the convenience of the Government, the effective date shall be the same as the effective date of the termination for default.
For a modification confirming the contacting officer's determination of the amount due in settlement of a contract termination, the effective date shall be the same as the effective date of the initial decision.
(a)
(b)
(c)
(d)
(e)
(f)
Item 6 (Issued By) . Insert the name and address of the issuing office. If applicable, insert the appropriate issuing office code in the code block.
Item 8 (Name and Address of Contractor) . For modifications to a contract or order, enter the contractor's name, address, and code as shown in the original contract or order, unless changed by this or a previous modification.
Item 9, (Amendment of Solicitation No. - Dated), and 10, (Modification of Contract/Order No. - Dated ). Check the appropriate box and in the corresponding blanks insert the number and date of the original solicitation, contract, or order.
Item 12 (Accounting and Appropriation Data) .
When appropriate, indicate the impact of the modification on each affected accounting classification by inserting one of the following entries.
(2) Accounting classification Net decrease $
Include subject matter or short title of solicitation/contract where feasible.
Item 16B . The contracting officer's signature is not required on solicitation amendments. The contracting offier's signature is normally affixed last on supplemental agreements.
(i)
NOTE: If there are changes to multiple accounting classifications that cannot be placed in block 12, insert an asterisk and the words "See continuation sheet".
Item 13 . Check the appropriate box to indicate the type of modification. Insert in the corresponding blank the authority under which the modification is issued. Check whether or not contractor must sign this document. (See FAR 43.103.)
Item 14 (Description of Amendment/Modification) .
Organize amendments or modifications under the appropriate Uniform Contract Format (UCF) section headings from the applicable solicitation or contract. The UCF table of contents, however, shall not be set forth in this document Indicate the impact of the modification on the overall total contract price by inserting one of the following entries:
Total contract price increased by $
Total contract price decreased by $
Total contract price unchanged.
State reason for modification.
When removing, reinstating, or adding funds, identify the contract items and accounting classifications.
When the SF 30 is used to reflect a determination by the contracting officer of the amount due in settlement of a contract terminated for the convenience of the Government, the entry in Item 14 of the modification may be limited to --
A reference to the letter determination; and
A statement of the net amount determined to be due in settlement of the contract.
(g)
(h)
(i)
(ii)
(1)
(2)
(3)
(4)
(5)
(6)
(i)
(ii)
(iii)
STANDARD FORM 30 (REV. 10-83) BACK
(1) Accounting classification Net increase $
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G-01
Los Angeles District
MARCH 31, 2022
USAF (TRIRIGA) PROJECT NUMBER (NUEX 16-3000 / OP 1009271)
LUKE AIR FORCE BASE
ISSUE DATE:
US Army Corps of Engineers
PREPARED UNDER THE DIRECTION OF:
USACE LOS ANGELES SIGNATURE BLOCK
Col. Corps of Engineers, Los Angeles District
Chief, Engineering Division
Chief, Design Branch
APPROVED BY:
APPROVED FUNCTIONAL ADEQUACY:
This project was designed by the Los Angeles District of the U. S. Army Corps of
Engineers.The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER
1110-1-8152
APPROVED FOR PUBLIC RELEASE. DISTRIBUTION UNLIMITED
DISTRIBUTION STATEMENT A
PLAN
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PROJECT LOCATION MAP
FACILITY #1396 & 1397
FACILITY #1398
FACILITY #1394
FACILITY #1387
FACILITY #1386
FACILITY #1392
FACILITY #1040
FACILITY #81041
FACILITY #PB-27
REPLACEMENT WATER WELL #20
Solicitation No. W912PL22B0007
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SYMBOLS
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BACKFLOW PREVENTOR
COMM MANHOLE
COMM PED
DOUBLE CONTROL CHECK VALVE
SIGN
ELECTRIC MANHOLE
ELECTRIC METER
ELECTRIC PED
FIRE HYDRANT
GAS METER
GAS VALVE
LIGHT POST
MAIL BOX
POWER POLE
SEWER CLEANOUT
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
TELEPHONE MANHOLE
TELEPHONE PED
TELEVISION PED
WELL
WATER METER
PROPOSED
WATER VALVE
WATER MANHOLE
TELEVISION MANHOLE
TRAFFIC BOX
BENCHMARK
BRASS CAP
GUY WIRE
TREES
CONCRETE
RIPRAP
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UNPAVED ROAD
LINETYPES
EXISTING PROPOSED
PAVED ROAD
RIGHT-OF-WAY
PROPERTY LINE
CENTERLINE
EASEMENT
CONTOUR
TELEVISION
ELECTRIC (OVERHEAD)
ELECTRIC (UNDERGROUND)
GAS
COMMUNICATION
TELEPHONE
SEWER
WATER
FLOW LINE
FENCING
GRADING LIMITS
HEADWALL
PIPE
TV TV TV TV
OHE OHE
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G G G G
COMM
T T T T
SS SS SS SS
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X X X X
BUILDING
SECTION LINE
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ABAND ABANDON OR ABANDONED
ABC AGGREGATE BASE COURSE
AC ASPHALTIC CONCRETE
ACP ASBESTOS CEMENT PIPE
ALT ALTERNATE
APPROX APPROXIMATE
ARV AIR RELEASE VALVE
AVE AVENUE
BC BRASS CAP
BGS BELOW GROUND SURFACE
BLDG BUILDING
BLVD BOULEVARD
BM BENCH MARK
BNDY BOUNDARY
BOT BOTTOM
BVC BEGIN VERTICAL CURVE
BW BACK OF WALK
CAB CRUSHED AGGREGATE BASE
CB CATCH BASIN
CC CENTER TO CENTER
CF CURB FACE
CF CUBIC FEET
CFS CUBIC FEET PER SECOND
CIP CAST IRON PIPE
CL CENTERLINE
CLR CLEAR
CMP CORRUGATED METAL PIPE
CONC CONCRETE
CONT CONTINUOUS
CY CUBIC YARD
DIA DIAMETER
DIM DIMENSION
DIP DUCTILE IRON PIPE
DR DRIVE
DWG DRAWING
E EAST OR EASTING
EA EACH
EG EXISTING GRADE OR EXISTING
GROUND
EL ELEVATION
ESMT EASEMENT
EVC END VERTICAL CURVE
EX EXISTING
FF FINISH FLOOR
FG FINISH GRADE
FH FIRE HYDRANT
FL FLOW LINE
FO FIBER OPTIC
FS FINISHED SURFACE
FT FEET OR FOOT
GA GAUGE
GALV GALVANIZED
GB GRADE BREAK
GM GAS METER
GR GRADE
GV GAS VALVE
GW GUY WIRE
HDPE HIGH-DENSITY POLYETHYLENE
HDWL HEADWALL
HORIZ HORIZONTAL
HP HIGH POINT
HT HEIGHT
HWY HIGHWAY
ICV IRRIGATION CONTROL VALVE
ID INSIDE DIAMETER
IN. INCHES
INV INVERT
LAT LATITUDE
LBS POUNDS
LF LINEAR FEET
LONG LONGITUDE
LS LUMP SUM
LT LEFT
MAG MARICOPA ASSOCIATION OF
GOVERNMENTS
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
MON MONUMENT
N NORTH OR NORTHING
NO. NUMBER
NPI NON-PAYMENT ITEM
NTS NOT TO SCALE
O.A.E. OR APPROVED EQUAL
OC ON CENTER
OD OUTSIDE DIAMETER
PC POINT OF CURVATURE
PCC PORTLAND CEMENT CONCRETE
PI POINT OF INTERSECTION
PT POINT OF TANGENT
PKWY PARKWAY
POC POINT ON CURVE
POI POINT OF INTERSECTION
PP POWER POLE
PRC POINT OF REVERSE CURVE
PREFAB PREFABRICATED
PROP PROPOSED
PSI POUNDS PER SQUARE INCH
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
PVI POINT OF VERTICAL
INTERSECTION
Q DISCHARGE
QTY QUANTITY
R RADIUS
RAD RADIAL
RCBC REINFORCED CONCRETE BOX
CULVERT
RCP REINFORCED CONCRETE PIPE
RD ROAD
REQD REQUIRED
REV REVISION
ROW RIGHT-OF-WAY
RR RAILROAD
RT RIGHT
S SOUTH
SCH SCHEDULE
SD STORM DRAIN
SECT SECTION
SF SQUARE FEET
SHT SHEET
SS SANITARY SEWER
SSMH SEWER MANHOLE
ST STREET
STA STATION
STD STANDARD
SW SIDEWALK
SY SQUARE YARD
T TELEPHONE
TAN TANGENT
TBC TOP BACK OF CURB
TC TOP OF CURB
TF TOP OF FOOTING
TG TOP OF GRATE
TH THICKNESS
TV CABLE TELEVISION
TW TOP OF WALL
TYP TYPICAL
UNK UNKNOWN
USAF UNITED STATES AIR FORCE
VAR VARIES
VC VERTICAL CURVE
VCP VITRIFIED CLAY PIPE
VERT VERTICAL
W WEST
WM WATER METER
WV WATER VALVE
ABBREVIATIONS
COMM
FIBER OPTIC TELEPHONEFOT FOT
FIBER OPTIC TELEVISIONFOTV FOTV
A B
B R
E V
I A
T I O
N S
S
Y M
B O
L S
L
I N
E T
Y P
E S
A N
D
S
H E
D E
X
SHEET INDEX
DESIGN SHEET NO. DESCRIPTION
G-01 1 TITLE SHEET
G-02 2 ABBREVIATIONS, SYMBOLS, LINETYPES AND SHEET INDEX
C-01 3 SITE PLAN
C-02 4 WELL GRADING AND DRAINAGE PLAN
C-03 5 WELL GRADING AND DRAINAGE PLAN DETAILS
C-04 6 WATER MAIN PLAN AND PROFILE
C-05 7 WATER MAIN PLAN AND PROFILE
C-06 8 WATER MAIN PLAN AND PROFILE
C-07 9 WATER MAIN PIPING DETAILS
M-01 10 WELL BUILDING AND PIPING SECTIONS
M-02 11 WELL SECTION AND DETAILS
M-03 12 WELL PIPING DETAILS
S-01 13 WELL BUILDING LAYOUT PLAN
S-02 14 WELL BUILDING FOUNDATION AND SECTION
S-03 15 WELL BUILDING DETAILS
S-04 16 WELL BUILDING ELEVATIONS
S-05 17 WELL BUILDING SECTIONS
S-06 18 WELL BUILDING SECTIONS
E-01 19 ELECTRICAL LEGEND AND SYMBOLS
E-02 20 ELECTRICAL SINGLE LINE DIAGRAMS AND LOAD CALCULATIONS
E-03 21 ELECTRICAL SITE PLAN
E-04 22 ELECTRICAL POWER PLAN
E-05 23 ELECTRICAL LIGHTING AND GROUNDING PLAN
E-06 24 ELECTRICAL PUMP ELEMENTARY DIAGRAM
E-07 25 ELECTRICAL CONTROL BLOCK DIAGRAM
E-08 26 ELECTRICAL DETAILS
I-01 27 INSTRUMENTATION LEGEND AND SYMBOLS
I-02 28 PIPING AND INSTRUMENTATION DIAGRAM
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SS
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SS
SS
SS
SS
SEPTIC
SEP
SEP
W
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W W
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W W
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C-01
0' 50' 100' 200' 400'
EX. 10" WATER MAIN
EX. WELL #12
EX. WATER MAIN FROM
WELL #9 NOT FOUND
NEW 12" WATER MAIN
FROM WELL #20
NEW REPLACEMENT WELL #20
W
C
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S A
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PLAN
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FACILITY #1396 & 1397
FACILITY #1398
FACILITY #1394
FACILITY #1387
FACILITY #1392
FACILITY #81041
FACILITY #PB-27
FACILITY #1040
COORDINATE SYSTEM
HORIZONTAL: STATE PLANE (NAD83), ARIZONA CENTRAL -
INTERNATIONAL FEET
VERTICAL: NAVD88 - INTERNATIONAL FEET
EX. WATER TANK
FACILITY #1386
BENCHMARK
DESCRIPTION: PK NAIL IN THE TRAFFIC ISLAND IN FRONT OF
ENGINEERING BUILDING 343.
NORTHING: 926081.05
EASTING: 564628.75
ELEVATION: 1078.99
STAGING/LAYDOWN AREA - ACTUAL LOCATION
TO BE DETERMINED BY CONTRACTOR AND LAFB
50' X 70'
EX. CHAIN LINK FENCE
W
W
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10' 10'
5'
G
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SHEET KEYNOTES
0' 5' 10' 20' 40'
89.33 FG
88.55 FL
HP
88.43 FL
89.33 FG
89.33 FG
88.23 FL
7 7
W
C
O R
S A
R
E E
T
88.43 FL
88.16 FL
CONSTRUCT #57 CRUSHED ANGULAR ROCK DRIVEWAY, 2"
THICKNESS.
CY6
CONSTRUCT FLOWLINE PER DETAIL F1 ON SHEET C-03. NPI7
W E
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GRADE SITE AS SHOWN. CUT
FILL
CY
CY
T R
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PLAN
NORTH
88.31 INV
89.35 TG
88.50 INV
INSTALL 4" FLOOR DRAIN AND 4" OUTLET PIPE PER DETAIL D1
ON SHEET C-03.
LF15 19
88.33 FL
88.00 FL
EX. WATER MAIN FROM
WELL #9 NOT FOUND
NEW 12" WATER MAIN
FROM WELL #20
89.50 FS
INSTALL BOLLARD POST PER DETAIL B1 ON SHEET C-03. EA24
24 TYP.
89.50 FS
89.50 FS
89.50 FS
89.50 FS
89.33 FG
CONSTRUCT #57 CRUSHED ANGULAR ROCK APRON AT
DRAINAGE PIPE OUTLET, 3" THICKNESS.
CY17 1
STAGING/LAYDOWN AREA - ACTUAL LOCATION TO BE
DETERMINED BY CONTRACTOR AND LAFB
50'
CONSTRUCT HIGH SECURITY FENCE PER DETAIL D4 ON SHEET
C-03.
LF20 170
EX. CHAIN LINK FENCE
JOIN EX. CHAIN LINK FENCE
JOIN EX. CHAIN LINK FENCE
CONSTRUCT HIGH SECURITY 24' DRIVEWAY GATE PER DETAIL
D4 ON SHEET C-03.
EA21
CONSTRUCT HIGH SECURITY MAN GATE PER DETAIL D4 ON
SHEET C-03.
EA22 1
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(CIVIL)
ATE
NO.
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R
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PR
OFESSIO
DA
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RT I F IC
DUSZA
35885
CHRISTOPHER J.
.ASUANOZIRA
SI GNED
TE
EXPIRES 3/31/2025
03 - 31- 2
T E
T R
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A S
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FLOWLINE DETAIL
F1
SCALE: 1" = 4'
10' TYP.VARIES PER PLAN
:1
M A
X
:1
M A
X
EX. GROUND
FINISH FLOOR
FLOOR DRAIN DETAIL
D1
SCALE: 1" = 1'
0.5% MIN SLOPE
0.5% MIN SLOPE
6" SL
AB
89.35 TG
1/4
88.50 INV
TO
DRAINAGE
SWALE
12" MIN.
BOLLARD POST DETAIL
B1
SCALE: NTS
PAINT OSHA YELLOW
FILL SOLID WITH CONCRETE
AND MOUND AT TOP
4" Ø STEEL PIPE
1/4" THICK WALL
FINISH GRADE
CONCRETE ENCASEMENT
3,500 PSI @ 28 DAYS MINIMUM
MULTIPLES OF 10'
END BAY 10'
TOP
RAIL
WIRE
TIES
STRAIN
POST
LINE
POST
CORNER
POST
BRACE
WIRE
TIES
TOP
RAIL
STRAIN
POST
TRUSS
ROD
PLUNGER
BAR
HORIZ.
STIFFENER
BRACE
BOTTOM
OF CHAIN
LINK FABRIC
TENSION
WIRE
24' GATE, DOUBLE SWING
3 STRANDS-4 POINT BARBED WIRE
UNLESS OTHERWISE SPECIFIED
GATE
POST
GATE
POST
10'
ALL CONCRETE SHALL BE PER 3,000 PSI @
28 DAYS PER FENCE SPECIFICATION.
FITTINGS NOT SPECIFICALLY DETAILED
SHALL BE HEAVY DUTY DESIGN.
BOTH CORNER AND STRAIN POSTS
SHALL HAVE STRAIN PANELS.
ALL POSTS SHALL BE CAPPED.
MEMBER SIZES SHALL BE THE
FOLLOWING:
1.
2.
3.
4.
5.
6.
NOTES
MEMBER AISC SIZE
OUTSIDE DIA.
CORNER POST
LINE POST
STRAIN POST
BRACE
STRETCH BAR
GATE POST
TOP RAIL
7.
STRAIN POSTS SHALL BE SPACED AT
500' MAXIMUM SPACING.
2-1/2"
1-1/2"
1-1/2"
1-1/4"
3/16"x3/4" FLAT
3-1/2"
1-1/4"
2.875"
1.900"
1.900"
1.666"
3/16"x3/4" FLAT
4.000"
1.666"
TRUSS
ROD
3/8"
MIN.
NO. 7 COILED
SPRING REINFORCED
WIRE TIE WITH
12 GUAGE WIRE OR
HOG RING FASTENERS
1'-6" C TO C
10" MIN. DIA.
CONCRETE
8" MIN
DIA. CONC.
9 GUAGE
2" MESH
CHAIN LINK
FABRIC
TRUSS ROD
3/8" MIN.
1'-4"
MIN. DIA.
CONCRETE
1'-4"
MIN. DIA.
CONCRETE
6" MIN. DIA.
CONCRETE
10" MIN.
DIA. CONCRETE
9 GAUGE
2" MESH
CHAIN LINK
FABRIC
CONSTRUCTION AND MATERIALS SHALL
CONFORM FENCE SPECIFICATION.
HIGH SECURITY FENCE AND GATE DETAIL
D4
NTS
BRACE
HORIZ.
STIFFENER
TOP
RAIL
GATE
POST
3'-0"
1'-4"
MIN. DIA.
CONCRETE
MAN GATE
3 STRANDS-4 POINT BARBED WIRE
UNLESS OTHERWISE SPECIFIED
LATCH
Solicitation No. W912PL22B0007
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E E
E E
E E
E E
E E
E E
E E
W
W
W
W
W
W
W
W
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W
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W
W
W
W
W
W
W
1+00.00 BEGIN WATER MAIN
1+48.00 ANGLE PT.
A
N G
XX
X
EXISTING ELECTRIC LINE
E X
I S
T I N
G
S
T R
U C
T U
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F A
C I L I T
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E X
I S
T I N
G
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L1
E
X I S
T I N
G
O
V E
R H
E A
D
L I N
E
L2
16 2
16 2
PROFILE SCALES: HORZ: 1"=40', VERT: 1"=10'
WATER MAIN PROFILE
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
EXISTING GROUND
NEW 12" C900 WATER MAIN
A4
B
E G
T
M
I N
I N
V
A
N G
I N
V
0.25%
0.74%
B
E N
D
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W
A T
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M I N
I
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I N
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ALIGNMENT DATA
L1
L2
START
1+00.00
1+48.00
END
1+48.00
7+98.00
BEARING
N0°00'00"E
N47°54'40"E
DISTANCE
48.00'
650.00'
START
N. 926167.65
E. 557590.71
N. 926215.65
E. 557590.71
END
N. 926215.65
E. 557590.71
N. 926651.33
E. 558073.08
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D E
S I G
N
F
I L
E
N
O
2021457.00-SHET-WATERPP.dwg
100% SUBMITTAL
U S
R I R
I G
A
P
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J E
M
B E
R
N
U E
X
O
P
M A
R I C
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A
C
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N T
Y
G
L E
N D
A L
E
A
R I Z
O N
A
L U
R
S
E
A
F
P L
A C
E M
E N
T
W
A T
L
L
C I V
I L T
G
I N
E E
R I N
G
I N
C
W
O
L I V
E
A
V E
S
U I T
E
P E
O R
I A
A
Z
W W
W C
I V
I L T
E C
C
O M
L O
S
A
N G
E L
S
T R
I C
T
W
I L
S H
I R
E
B
L V
S
A
N G
E L
E S
C
A
M A
R C
H
A N
S I
D
C J D
R A
F
C J D
C J D
SHEET ID
P
R O
J E
B
M I T
T A
L
P
R O
J E
B
M I T
T A
L
O
J E
B
M I T
T A
L
NAL ENGINEE R
(CIVIL)
ATE
NO.
RE
G
IS
TE
R
ED
PR
OFESSIO
DA
CE
RT I F IC
DUSZA
35885
CHRISTOPHER J.
.ASUANOZIRA
SI GNED
TE
EXPIRES 3/31/2025
03 - 31- 2
T E
T R
A
T
E C
H
I N
C
E
A S
T
U
N I V
E R
S I T
Y
D
R I V
E
S U
I T
E
P
H O
E N
I X
A
Z
W W
W T
E T
R A
T E
C H
C
O M
C-04
SHEET KEYNOTES
SHEET KEYNOTES - REMOVALS
M
A
T
E
0' 20' 40' 80' 160'
INSTALL 12" Ø PVC C900 WATER MAIN. LF1
INSTALL 12" Ø DI 45° BEND (MJ X MJ, RESTRAINED).
EA3
W A
T E
R
M
A
A
N
A
O
F I L
E
WATER MAIN PLAN
C4
A4
S-01
WELL BUILDING LAYOUT
AND PIPE CONNECTION
A4
S-01
WELL BUILDING LAYOUT
AND PIPE CONNECTION
INSTALL THRUST BLOCK PER MAG STD DETAIL No. 380. SEE
DETAIL D7 ON SHEET C-07.
EA10 2
W
C
O R
S A
R
E E
T
T R
R
T H
PLAN
NORTH
EX. WATER MAIN FROM
WELL #9 NOT FOUND
G R
A D
E
B
R E
A K
INSTALL 6' CHAIN LINK FENCE IN KIND. LF16 20
REMOVE 6' CHAIN LINK FENCE. LF2 20
EX. CHAIN LINK FENCE
PROFILE SCALES: HORZ: 1"=40', VERT: 1"=10'
WATER MAIN PROFILE
7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
A4
EXISTING GROUND
NEW 12" C900 WATER MAIN
A
N G
I N
V
A
N G
I N
V
A
N G
I N
V
0.28%
0.74%
0.20%
B
E N
D
B
E N
D
B
E N
D
G
A T
E
V
A L V
E
E X
E
L E
C T
R I C
M I N
M I N
I
I N
V
I
I N
V
I N
V
I N
V
I N
V
I N
V
I N
V
I N
V
I N
V
I N
V
I N
V
I N
V
I N
V
E
E E E E E E E E E E E E E E E
E E
E E
E E
GEN
E E
TR
S E
P T
I C
W
W W W W W W W W W W W W W W
W
W
12"W
12"W
W
12"W
12"W
12"W
12"W
A
N G
A
N G
A
N G
00+
00+
EXISTING STRUCTURE
FACILITY #1040
EXISTING
ELECTRIC
LINE
EXISTING WATER LINE
EXISTING STRUCTURE
EXISTING
STRUCTURE
EXISTING ELECTRIC LINE
EXISTING
ELECTRIC
LINE
* EXISTING OVERHEAD LINE
L3
L4
L5
EXISTING DIESEL GENERATOR
FACILITY #81041
L
MAINTAIN DRIVEWAY ACCESS AT ALL TIMES DURING CONSTRUCTION
ALIGNMENT DATA
L2
L3
L4
L5
START
1+48.00
7+98.00
9+96.43
10+25.28
END
7+98.00
9+96.43
10+25.28
16+59.72
BEARING
N47°54'40"E
N2°54'40"E
N47°54'40"E
N2°54'40"E
DISTANCE
650.00'
198.43'
28.85'
634.44'
START
N. 926215.65
E. 557590.71
N. 926651.33
E. 558073.08
N. 926849.51
E. 558083.16
N. 926868.84
E. 558104.57
END
N. 926651.33
E. 558073.08
N. 926849.51
E. 558083.16
N. 926868.84
E. 558104.57
N. 927502.46
E. 558136.79
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D E
S I G
N
F
I L
E
N
O
2021457.00-SHET-WATERPP.dwg
100% SUBMITTAL
U S
R I R
I G
A
P
R O
J E
M
B E
R
N
U E
X
O
P
M A
R I C
O P
A
C
O U
N T
Y
G
L E
N D
A L
E
A
R I Z
O N
A
L U
R
S
E
A
F
P L
A C
E M
E N
T
W
A T
L
L
C I V
I L T
G
I N
E E
R I N
G
I N
C
W
O
L I V
E
A
V E
S
U I T
E
P E
O R
I A
A
Z
W W
W C
I V
I L T
E C
C
O M
L O
S
A
N G
E L
S
T R
I C
T
W
I L
S H
I R
E
B
L V
S
A
N G
E L
E S
C
A
M A
R C
H
A N
S I
D
C J D
R A
F
C J D
C J D
SHEET ID
P
R O
J E
B
M I T
T A
L
P
R O
J E
B
M I T
T A
L
O
J E
B
M I T
T A
L
NAL ENGINEE R
(CIVIL)
ATE
NO.
RE
G
IS
TE
R
ED
PR
OFESSIO
DA
CE
RT I F IC
DUSZA
35885
CHRISTOPHER J.
.ASUANOZIRA
SI GNED
TE
EXPIRES 3/31/2025
03 - 31- 2
T E
T R
A
T
E C
H
I N
C
E
A S
T
U
N I V
E R
S I T
Y
D
R I V
E
S U
I T
E
P
H O
E N
I X
A
Z
W W
W T
E T
R A
T E
C H
C
O M
C-05
SHEET KEYNOTES
M A
T C
H
L I N
E
S
E
M
A
T
E
0' 20' 40' 80' 160'
INSTALL 12" Ø PVC C900 WATER MAIN. LF1
INSTALL 12" Ø DI 45° BEND (MJ X MJ, RESTRAINED).
EA3
WATER MAIN PLAN
C4
W A
T E
R
M
A
A
N
A
O
F I L
E
* CAUTION: LOW OVERHEAD LINES
MAY BE PRESENT CONTRACTOR
SHALL COORDINATE WITH OWNER
INSTALL 12" RESILIENT WEDGE GATE VALVE (MJ X MJ,
RESTRAINED).
EA9
INSTALL THRUST BLOCK PER MAG STD DETAIL No. 380. SEE
DETAIL D7 ON SHEET C-07.
EA10
W . S
U P
E R
S A
B R
E S
TR
E
E T
PLAN
NORTH
TRUE NORTH
G R
A D
E
B
R E
A K
G R
A D
E
B
R E
A K
INSTALL "T" TOP CONCRETE TRENCH REPAIR PER DETAIL A9
ON SHEET C-07.
CY19
SAWCUT AND REMOVE EXISTING ASPHALT PER DETAIL A9 ON
SHEET C-07.
NPI3
SHEET KEYNOTES - REMOVALS
PROFILE SCALES: HORZ: 1"=40', VERT: 1"=10'
WATER MAIN PROFILE
14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50
EXISTING GROUND
NEW 12" C900 WATER MAIN
A4
E X
E
L E
C T
R I C
E X
E
L E
C T
R I C
M I N
A
N G
I N
V
A
N G
I N
V
0.20%
G
A T
E
V
A L
V E
B
E N
D
B
E N
D
W
A T
E R
I N
V
I N
V
I N
V
I N
V
I N
V
I N
V
I N
V
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE OHE OHE
E E E E E
E E E E
E
E
E
E
E
E
E E
E E
E
E E
E
E
E
E
E
GEN
E
E
E
E E
TR
TR
TR
TR
W W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W
W
W
W
P
P
X X
X X
XXXXX
X
XXX
X X
X
X X X X X X X X
(1094)
(1095)
(1
W W
E
E
E
E
W W
W
W W
W W
W W W W W W
W
W
W
W
12"W
12"W
12"W
W
E
T
I N
A
N G
A
N G
EXISTING ELECTRIC LINE EXISTING WATER MAIN
EXISTING WELL
FACILITY #1387
FACILITY #1386
EXISTING
TANK
EXISTING WATER MAIN FROM
WELL #9 NOT FOUND
EXISTING WATER MAIN
EXISTING
WATER MAIN
EXISTING STRUCTURE
FACILITY #1398
EXISTING ARSENIC
TREATMENT FACILITY
FACILITY #1396 & 1397
EXISTING STRUCTURE
EXISTING WELL #12
EXISTING ELECTRIC LINES
L6
L7
EX. TANK
FACILITY #1394
EXISTING STRUCTURE
FACILITY #1392
L5
MAINTAIN DRIVEWAY ACCESS AT ALL TIMES DURING CONSTRUCTION
ALIGNMENT DATA
L5
L6
L7
START
10+25.28
16+59.72
17+46.49
END
16+59.72
17+46.49
17+55.37
BEARING
N2°54'40"E
N17°44'35"W
S74°00'25"W
DISTANCE
634.44'
86.77'
8.89'
START
N. 926868.84
E. 558104.57
N. 927502.46
E. 558136.79
N. 927585.11
E. 558110.35
END
N. 927502.46
E. 558136.79
N. 927585.11
E. 558110.35
N. 927582.66
E. 558101.81
INSTALL 12" Ø DI 22.5° BEND (MJ X MJ, RESTRAINED).
EA11
SHEET KEYNOTES
SHEET KEYNOTES - REMOVALS
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D E
S I G
N
F
I L
E
N
O
2021457.00-SHET-WATERPP.dwg
100% SUBMITTAL
U S
R I R
I G
A
P
R O
J E
M
B E
R
N
U E
X
O
P
M A
R I C
O P
A
C
O U
N T
Y
G
L E
N D
A L
E
A
R I Z
O N
A
L U
R
S
E
A
F
P L
A C
E M
E N
T
W
A T
L
L
C I V
I L T
G
I N
E E
R I N
G
I N
C
W
O
L I V
E
A
V E
S
U I T
E
P E
O R
I A
A
Z
W W
W C
I V
I L T
E C
C
O M
L O
S
A
N G
E L
S
T R
I C
T
W
I L
S H
I R
E
B
L V
S
A
N G
E L
E S
C
A
M A
R C
H
A N
S I
D
C J D
R A
F
C J D
C J D
SHEET ID
P
R O
J E
B
M I T
T A
L
P
R O
J E
B
M I T
T A
L
O
J E
B
M I T
T A
L
NAL ENGINEE R
(CIVIL)
ATE
NO.
RE
G
IS
TE
R
ED
PR
OFESSIO
DA
CE
RT I F IC
DUSZA
35885
CHRISTOPHER J.
.ASUANOZIRA
SI GNED
TE
EXPIRES 3/31/2025
03 - 31- 2
T E
T R
A
T
E C
H
I N
C
E
A S
T
U
N I V
E R
S I T
Y
D
R I V
E
S U
I T
E
P
H O
E N
I X
A
Z
W W
W T
E T
R A
T E
C H
C
O M
C-06
M A
T C
H
L I N
E
S
E
0' 20' 40' 80' 160'
INSTALL 12" Ø PVC C900 WATER MAIN. LF1 347
WATER MAIN PLAN
C4
W A
T E
R
M
A
A
N
A
O
F I L
E
INSTALL 12" RESILIENT WEDGE GATE VALVE (MJ X MJ,
RESTRAINED).
EA9
INSTALL THRUST BLOCK PER MAG STD DETAIL No. 380. SEE
DETAIL D7 ON SHEET C-07.
EA10
W . S
U P
E R
S A
B R
E S
TR
E
E T
PLAN
NORTH
TRUE NORTH
D1
C-07
WATER MAIN CONNECTION DETAIL
D4
C-07
WATER MAIN CONNECTION SECTION
INSTALL 6' CHAIN LINK FENCE IN KIND. LF16 21
REMOVE 6' CHAIN LINK FENCE. LF2 21
INSTALL 12" Ø DI 90° BEND (MJ X MJ, RESTRAINED).
EA2 1
* CAUTION: LOW OVERHEAD LINES
MAY BE PRESENT CONTRACTOR
SHALL COORDINATE WITH OWNER
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D E
S I G
N
F
I L
E
N
O
2021457.00-SHET-WATERPP.dwg
100% SUBMITTAL
U S
R I R
I G
A
P
R O
J E
M
B E
R
N
U E
X
O
P
M A
R I C
O P
A
C
O U
N T
Y
G
L E
N D
A L
E
A
R I Z
O N
A
L U
R
S
E
A
F
P L
A C
E M
E N
T
W
A T
L
L
C I V
I L T
G
I N
E E
R I N
G
I N
C
W
O
L I V
E
A
V E
S
U I T
E
P E
O R
I A
A
Z
W W
W C
I V
I L T
E C
C
O M
L O
S
A
N G
E L
S
T R
I C
T
W
I L
S H
I R
E
B
L V
S
A
N G
E L
E S
C
A
M A
R C
H
A N
S I
D
C J D
R A
F
C J D
C J D
SHEET ID
P
R O
J E
B
M I T
T A
L
P
R O
J E
B
M I T
T A
L
O
J E
B
M I T
T A
L
NAL ENGINEE R
(CIVIL)
ATE
NO.
RE
G
IS
TE
R
ED
PR
OFESSIO
DA
CE
RT I F IC
DUSZA
35885
CHRISTOPHER J.
.ASUANOZIRA
SI GNED
TE
EXPIRES 3/31/2025
03 - 31- 2
T E
T R
A
T
E C
H
I N
C
E
A S
T
U
N I V
E R
S I T
Y
D
R I V
E
S U
I T
E
P
H O
E N
I X
A
Z
W W
W T
E T
R A
T E
C H
C
O M
EXISTING 8" STEEL PIPE
22 1
EXISTING 8"
STEEL
90°BEND
WITH BLIND
FLANGE
EXISTING
STEEL
TANK
EXISTING GROUND
+4
8.
EXISTING 8" STEEL
PIPE AND 90°BEND
WITH BLIND FLANGE
EXISTING
STEEL
TANK
EXISTING PIPE
SUPPORT
EXISTING PIPE
SUPPORT
M
I N
D4
C-07
D4
C-07
+4
8.
WATER MAIN CONNECTION DETAIL
D1
SCALE: 1/2"=1'-0"
PLAN
NORTH
TRUE NORTH
WATER MAIN CONNECTION SECTION
D4
SCALE: 1/2"=1'-0"
.8
IN
V.
C-07
THRUST BLOCKS FOR WATER MAINS
D7
NOT TO SCALE
W A
T E
R
M
A
P
I N
G
D
E T
A I L
S
SHEET KEYNOTES
INSTALL 12" Ø PVC C900 WATER MAIN. LF1
INSTALL 12" Ø DI 90° BEND (MJ X MJ, RESTRAINED).
EA2
INSTALL 12" X 8" STEEL REDUCER (FE X FE).
EA4
INSTALL THRUST BLOCK PER MAG STD DETAIL No. 380. SEE
DETAIL D7 ON SHEET C-07.
EA10
INSTALL 12" 90° STEEL BEND (FE x FE). EA13
INSTALL 12" Ø DI WATER MAIN (FE X MJ, RESTRAINED)
LF14
REMOVE BLIND FLANGE. EA1
SHEET KEYNOTES - REMOVALS
FACILITY #1386
FACILITY #1386
VALVE BOX INSTALLATION
A5
NOT TO SCALE
54"
SAWCUT EDGES
30" TRENCH
WIDTH
12" ABC
4" CONCRETE SURFACE
SHELF
12" 12"
TRENCH BACKFILL
"T" TOP TRENCH REPAIR
A9
NOT TO SCALE
7'-9" 7'-9"
1'-8"
16'-0" STEEL FIXED BUILDING SECTION
17'-0" STEEL SLIDER BUILDING SECTION
1'-0"
3'-0"
10'-0" MOVEABLE SECTION8'-1" 11'-11"
3"
2'-4"
FLOW METER
1'-0"
5'-0"
4"
3'-5"
22'-8"
30'-0"
8"3'-4"
EXTERIOR DOOR
E
X T
E R
I O
R
D
O O
R
5" 1'-8"
MCC
M O
T O
R
C
O N
T R
O L
C
E N
T E
R
7'-10"
D I S
C H
A R
A
D
M O
T O
R
10"
2'-0"
1'-8"
6'-0"
2'-2"
6" 6"1"
1"
1"
1"
1'-6"
W
A L L
L O
U V
E R
4"
D E
S I G
N E
D
B
Y
D E
S C
R I P
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N
A
M A
R K
S I Z
E
S U
B M
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T E
D
B
Y
D A
T E
C H
E C
K E
D
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D R
A W
N
B
Y
I S
S U
E
D
A T
E
B
C
D
E
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G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
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C
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N G
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D E
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U S
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A
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A
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S
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A
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P L
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P E
O R
I A
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W W
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C
O M
L O
S
A
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S
T R
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T
W
I L
S H
I R
E
B
L V
S
A
N G
E L
E S
C
A
M A
R C
H
A N
S I
D
C J D
R A
F
C J D
C J D
SHEET ID
P
R O
J E
B
M I T
T A
L
P
R O
J E
B
M I T
T A
L
O
J E
B
M I T
T A
L
NAL ENGINEE R
(CIVIL)
ATE
NO.
RE
G
IS
TE
R
ED
PR
OFESSIO
DA
CE
RT I F IC
DUSZA
35885
CHRISTOPHER J.
.ASUANOZIRA
SI GNED
TE
EXPIRES 3/31/2025
03 - 31- 2
T E
T R
A
T
E C
H
I N
C
E
A S
T
U
N I V
E R
S I T
Y
D
R I V
E
S U
I T
E
P
H O
E N
I X
A
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W W
W T
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R A
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C H
C
O M
M-01
SHEET KEYNOTES
FINISH GRADEFINISH GRADE
FINISH FLOOR
FINISH FLOOR
FINISH GRADE
FINISH
GRADE
INSTALL 12" 45° STANDARD STEEL BEND (FE x FE).
EA2
INSTALL 12" STANDARD STEEL PIPE (FE x WELD).
LF3
INSTALL 12" 45° STANDARD STEEL BEND (WELD x FE).
EA4
INSTALL 12" RESILIENT WEDGE GATE VALVE W/ HAND WHEEL
OPERATOR (FE x FE).
EA5
INSTALL 12" STANDARD STEEL PIPE (FE x FE).
LF6
INSTALL WATER SAMPLE LINE, BALL VALVE, WELD-O-LET
ASSEMBLY PER DETAIL E1 ON SHEET M-03.
EA7
INSTALL 12" FLOW METER (FE X FE). SEE SPECIFICATIONS FOR
MAKE & MODEL.
EA8
INSTALL ADJUSTABLE STEEL PIPE SUPPORT PER DETAIL A1 ON
SHEET M-03.
EA9
INSTALL 12" FLANGE COUPLING ADAPTER (PVC X STL,
RESTRAINED).
EA1
INSTALL SPARE WELD-O-LET, BALL VALVE, FITTINGS
ASSEMBLY PER DETAIL E5 ON SHEET M-03.
EA11
INSTALL 12" SWING CHECK VALVE (FE x FE). SEE
SPECIFICATIONS FOR MAKE AND MODEL.
EA12
INSTALL 2" AIR RELEASE & VACUUM VALVE ASSEMBLY
PER DETAIL E3 ON SHEET M-03.
EA13
INSTALL 12" STANDARD STEEL PIPE (FE x PE).
LF14
INSTALL 12" DISMANTLING JOINT. SEE SPECIFICATIONS
FOR MAKE AND MODEL.
EA15
INSTALL 300 HP MOTOR. SEE SPECIFICATIONS FOR MAKE
AND MODEL.
EA16
INSTALL 12" X 12" DISCHARGE HEAD. SEE SPECIFICATIONS
FOR MAKE AND MODEL.
EA17
INSTALL VERTICAL TURBINE PUMP, 1,500 GPM, 7 STAGES, 12" Ø
STEEL PUMP COLUMN PIPING, FITTINGS. SEE SPECIFICATIONS
FOR MAKE AND MODEL.
EA19
CONST. 6' X 6' X 8' CONCRETE PUMP PEDESTAL PER DETAILS
A1, A4 AND D4 ON SHEET M-02.
EA18
INSTALL 18" STANDARD STEEL PIPE. WELD TO 34" X 34"
SOLE PLATE AND 18" STEEL CASING PIPE PER DETAIL A1 ON
SHEET M-02.
EA20
18" Ø STEEL CASING PIPE BY OTHERS.21 LF
STA. 1+00.00 SEE DWG. No.
C-04 FOR TRANSMISSION MAIN
INSTALL RUBBER BOOT AROUND STEEL DISCHARGE PIPE AND
ATTACH TO WALL ON ALL SIDES.
EA22
INSTALL 1" WELD-O-LET, FITTINGS, BRASS CORP. STOP AND
PRESSURE GAUGE ASSEMBLY PER DETAIL E7 ON SHEET M-03.
EA23
9 9
15 23
6 7
INSTALL 1/4" COPPER OIL FEED LINE. JOIN TO UPPER TUBE
NUT INSIDE DISCHARGE HEAD OPENING.
EA25
W E
I L
D I N
G
A
P
I N
G
S
E C
T I O
N S
WELL BUILDING AND DISCHARGE PIPING SECTION
F1
SCALE: 1/4"=1'-0"
WELL BUILDING AND DISCHARGE PIPING SECTION
A4
SCALE: 1/2"=1'-0"
1,720
INSTALL 1" STEEL HALF COUPLING, 1" X 3/4" NYLON BUSHING,
3/4" X 5/8" HOSE BIB.
EA27
MAJOR PUMP COMPONENTS ARE
TO BE EQUIPPED WITH LIFTING
LUGS OR EYE BOLTS TO FACILITATE
HANDLING.
VENTILATION SCHEDULE
DESCRIPTION LOCATION
MANUFACTURER MODEL NUMBER OPENING CFM
H-1 WELL BUILDING PER OWNER APPROVAL 15-1/2" H X 15-1/2" W 2150
H-2 WELL BUILDING 48" H X 48" W
H-3 WELL BUILDING
VOLTAGE HP
WALL EXHAUST FAN
FIXED INTAKE/ EXHAUST LOUVER
FIXED INTAKE/ EXHAUST LOUVER
REMARKS
120V 1/12
H-4 WELL BUILDINGFIXED THERMOSTAT
ACOUSTIC (STC 10 WITH
INSECT SCREEN BACK)
ACOUSTIC (STC 10 WITH
INSECT SCREEN BACK)
12" H X 24" W
PER OWNER APPROVAL
PER OWNER APPROVAL
PER OWNER APPROVAL
PER OWNER APPROVAL
PER OWNER APPROVAL
PER OWNER APPROVAL
PER OWNER APPROVAL
INSTALL AT 52" - 60"
ABOVE FLOOR, SET FOR
EXHAUST FAN ON AT 85°
MAX 65 DECIBELS, 2"
WATER COLUMN MAX
STATIC PRESSURE.
PUMP SCHEDULE
DESCRIPTION LOCATION
*MANUFACTURER *MODEL NUMBER SERVICE TYPE *FLOW (GPM)
P-1 WELL BUILDING POTABLE WATER
*HEAD (FT) *DRIVER (HP)
REPLACEMENT WATER WELL #20
*TO BE COMPLETED ON RECORD DRAWINGS BY CONTRACTOR BASED ON FINAL PUMP SELECTION AND APPROVAL BY LAFB
INSTALL 55 GALLON OIL SUPPLY DRUM, STAND AND SPILL
CONTAINMENT PALLET PER DETAIL A4 ON SHEET M-03.
EA26 1
UNDERGROUND STEEL PIPE
TO BE CEMENT COATED PER
SPECIFICATIONS
AVOVE GROUND STEEL PIPE
TO BE PAINTED PER
SPECIFICATIONS
INSTALL 12" X 4" STANDARD STEEL TEE (FE x FE).
EA28
INSTALL 4" RESILIENT WEDGE GATE VALVE W/ HAND WHEEL
OPERATOR (FE x FE).
EA29
INSTALL 4" FIRE HOSE CONNECTION WITH END CAP (FE x
MALE).
EA30
3'-0"
16"
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D E
S I G
N
F
I L
E
N
O
2021457.00-SHET-WELL.dwg
100% SUBMITTAL
U S
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A
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A
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A
L U
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S
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A
F
P L
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T
W
A T
L
L
C I V
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G
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R I N
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C
W
O
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A
V E
S
U I T
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P E
O R
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C
O M
L O
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A
N G
E L
S
T R
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W
I L
S H
I R
E
B
L V
S
A
N G
E L
E S
C
A
M A
R C
H
A N
S I
D
C J D
R A
F
C J D
C J D
SHEET ID
P
R O
J E
B
M I T
T A
L
P
R O
J E
B
M I T
T A
L
O
J E
B
M I T
T A
L
NAL ENGINEE R
(CIVIL)
ATE
NO.
RE
G
IS
TE
R
ED
PR
OFESSIO
DA
CE
RT I F IC
DUSZA
35885
CHRISTOPHER J.
.ASUANOZIRA
SI GNED
TE
EXPIRES 3/31/2025
03 - 31- 2
T E
T R
A
T
E C
H
I N
C
E
A S
T
U
N I V
E R
S I T
Y
D
R I V
E
S U
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E
P
H O
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I X
A
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W W
W T
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R A
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C H
C
O M
W E
C
T I O
N
A
T
A I L
S
M-02
6'-0" SQUARE
CONCRETE PEDESTAL
3" MIN.
CLR. (TYP.)
6'-0"
3'-0"
M-02
FINISH FLOOR
6'-0"
18" I.D.
34"
SOLE PLATE
30-1/2"
(TYP.)
C
O N
C R
E T
E
P
E D
E S
T A
L
FINISH FLOOR
FINISH GRADE
1/4"
A4
SPECIAL NOTES:
1. INSTALL DIELECTRIC COUPLING
BETWEEN STAINLESS STEEL AND
GALVANIZED PIPING.
CONSTRUCTION NOTES:
(THIS SHEET ONLY)
INSTALL 3" VENT PIPE, GALV. STEEL.
INSTALL MESH SCREEN, 304 STAINLESS STEEL,
WITH STAINLESS STEEL BAND CLAMP.
INSTALL 3" - 45° WYE WITH NIPPLE, GALV. STEEL.
INSTALL 3" THREADED CAP, GALV. STEEL.
INSTALL 3" - 90° BEND, GALV. STEEL.
INSTALL 3" THREADED NIPPLE, GALV. STEEL.
INSTALL 3" WELD X THREADED NIPPLE, GALV.
STEEL.
WELL HEAD CASING DETAIL
A1
SCALE: NTS
WELL CONCRETE PEDESTAL PLAN VIEW
D4
SCALE: NTS
DISCHARGE HEAD FLANGE SECTION
D8
SCALE: NTS
SOLE PLATE PLAN
C8
SCALE: NTS
SOLE PLATE SECTION
A8
SCALE: NTS
WELL CONCRETE PEDESTAL SECTION
A4
SCALE: NTS
BASE FLANGE PLAN
F8
SCALE: NTS
M
A
PLAN
NORTH
TRUE NORTH
EX. GROUND
SURFACE
CONTRACTOR TO PROVIDE RECORD
DRAWING INFORMATION BASED ON
FINAL WELL DESIGN AND
CONSTRUCTION
TAP FOR OIL
LUBE PUMP
INSTALL MOTOR, DISCHARGE
HEAD & VERTICAL TURBINE
PUMP.
PRESSURE GAUGE AND AIR
VALVE STEM
1/4" TUBING/PIPING
SS AIRLINE STRAP
TO PUMP COLUMN
42" BOREHOLE
18 5/8" BLANK CASING
PUMP COLUMN
SAND-CEMENT GROUT
*39' BGS
30" STEEL CONDUCTOR CASING
TRIM CONDUCTOR CASING
AND REMOVE SAND
CEMENT GROUT
WELL LEVEL TRANSDUCER
WITHIN 1 1/2" PVC PIPE
STRAPPED TO WELL COLUMN
BGSBGS
PUMP COLUMN
28" BOREHOLE
18 5/8" LOUVERED WELL
SCREEN CASING
PUMP BOWL
GRAVEL PACK
*580' BGS
STRAINER
*1700' BGS
18 5/8" BLANK CASING
*1720' BGS
18 5/8" BLANK CASING
AND BOTTOM PLATE
*1730' BGS
3" AIR VENT TUBE
34" SQ. SOLE PLATE
27.5" SQUARE
BASE FLANGE
3" GRAVEL FEED
TUBE WITH 3"
THREADED CAP
3" GRAVEL FEED TUBE
WITH 3" THREADED CAP
#5 @ 12" O.C.
E.W.E.F.
2" SOUNDING TUBE
WITH 2" THREADED CAP
TAP FOR OIL
PRE-LUBE PUMP
OVEREXCAVATE NATIVE
MATERIAL AND RECOMPACT
TO 90% OF MAXIMUM
DENSITY
#5 @ 12 O.C. E.W.E.F.
1" STEEL PIPE
NIPPLE FOR AIRLINE
DISCHARGE
HEAD BODY
PIPE COLUMN
1-1/2" STEEL PIPE NIPPLE
FOR TRANSDUCER
(4) 0.75" Ø HOLES @
25" Ø BOLT CIRCLE
STRADDLE CENTER LINE
1-1/2" STEEL PIPE NIPPLE
6" LONG TREADED NIPPLE
BOTH ENDS
STEEL DISCHARGE
HEAD BODY (O.D.)
1" STEEL PIPE NIPPLE
6" LONG THREADED BOTH ENDS
FOR AIR LINE
27.5" SQUARE BASE FLANGE
1" THICK X 34" SQUARE SOLE PLATE
HOLE FOR WELL CASING
(4) 1.12" Ø HOLES
FOR ANCHOR BOLTS
(4) 0.75" Ø HOLES
TAPPED FOR N.C.
THREADED BOLTS
25" BOLT CIRCLES
(4) 1.12" Ø HOLES
FOR ANCHOR BOLTS
1" HUB 100 II HIGH STRENGTH
GROUT DRY PACKED AS REQUIRED
(4) 0.75" Ø HOLES TAPPED
FOR N.C. THREADED BOLT PLATE
BOLT ON 25" BOLT CIRCLES
18" LONG SS
ANCHOR BOLTS
1" CHAMFER TYP.
27-1/2"
BASE FLANGE
18" ID
1/2" JOINT FILLER AND
SEALANT TYP.
1/2" JOINT FILLER AND
SEALANT TYP.
INDICATES PRELIMINARY WELL
DESIGN INFORMATION
BGS
BGS
BGS
BGS
BGS
BGS
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D E
S I G
N
F
I L
E
N
O
2021457.00-SHET-WELL.dwg
100% SUBMITTAL
U S
R I R
I G
A
P
R O
J E
M
B E
R
N
U E
X
O
P
M A
R I C
O P
A
C
O U
N T
Y
G
L E
N D
A L
E
A
R I Z
O N
A
L U
R
S
E
A
F
P L
A C
E M
E N
T
W
A T
L
L
C I V
I L T
G
I N
E E
R I N
G
I N
C
W
O
L I V
E
A
V E
S
U I T
E
P E
O R
I A
A
Z
W W
W C
I V
I L T
E C
C
O M
L O
S
A
N G
E L
S
T R
I C
T
W
I L
S H
I R
E
B
L V
S
A
N G
E L
E S
C
A
M A
R C
H
A N
S I
D
C J D
R A
F
C J D
C J D
SHEET ID
P
R O
J E
B
M I T
T A
L
P
R O
J E
B
M I T
T A
L
O
J E
B
M I T
T A
L
NAL ENGINEE R
(CIVIL)
ATE
NO.
RE
G
IS
TE
R
ED
PR
OFESSIO
DA
CE
RT I F IC
DUSZA
35885
CHRISTOPHER J.
.ASUANOZIRA
SI GNED
TE
EXPIRES 3/31/2025
03 - 31- 2
T E
T R
A
T
E C
H
I N
C
E
A S
T
U
N I V
E R
S I T
Y
D
R I V
E
S U
I T
E
P
H O
E N
I X
A
Z
W W
W T
E T
R A
T E
C H
C
O M
W E
P
I N
G
D
E T
A I L
S
M-03
'A' 'B' 'C'
'D'
2-1/2 2-1/2 1-1/2 8 11-1/29
3 2-1/2 1-1/2 9 8-1/2 11-3/4
2-1/23-1/2 129 8-1/21-1/2
4 3 10-1/4 1492-1/2
36 11-5/8 15-1/42-1/2 9
16-1/213-5/88 92-1/23
10 3 18-1/414-5/82-1/2 9
12 3 19-3/415-5/892-1/2
414 3 10 18-7/8 20-3/4
416 3 22-1/419-7/8
ADJUSTABLE PIPE SUPPORT
APPROXIMATE DIMENSIONS IN INCHES
PIPE SIZE 'A' 'B' 'C'
'D' 'D'
MINIMUM MAXIMUM
2-1/2 2-1/2 1-1/2 8 11-1/29
3 2-1/2 1-1/2 9 8-1/2 11-3/4
2-1/23-1/2 129 8-1/21-1/2
4 3 10-1/4 1492-1/2
36 11-5/8 15-1/42-1/2 9
16-1/213-5/88 92-1/23
10 3 18-1/414-5/82-1/2 9
12 3 19-3/415-5/892-1/2
414 3 18-7/8 20-3/4
416 103 22-1/419-7/8
D
'B'
'A'
'C'
M
I N
M
I N
I M
U M
ADJUSTABLE 'U' BOLT
PIPE SUPPORT
GALVANIZED
DRY PACK
GALVANIZED ANCHOR BOLT OR
SELF-DRILLING CONCRETE
ANCHOR WITH STUD AND TWO (2)
NUTS EACH, SIZE TO SUIT FLANGE
TYP. OF 4 AT 90°
618 103 1/2 3020
ADJUSTABLE PIPE SUPPORT
2" Ø NIPPLE, THREADED
2" CORP. STOP THREADED.
2" STEEL WELD-O-LET
WITH NYLON WASHER.
STEEL, MORTAR LINED
AND PAINTED PIPE
1" WELD-O-LET
1" X 1/2" NYLON
INSULATING BUSHING
1/2" CLOSE NIPPLE,
TYP.
PRESSURE GAUGE
0-150 PSI (DISCHARGE)
1/2" BRONZE BALL VALVE
STEEL MORTAR LINED
AND PAINTED PIPE
FINISHED FLOOR
NOTE:
1. ALL PIPING AND FITTINGS SHALL BE GALVANIZED STEEL.
2" AIR VACUUM VALVE
FINISHED FLOOR FINISHED FLOOR
NOTE:
1. ALL PIPING AND FITTINGS SHALL BE GALVANIZED STEEL.
NOTE:
1. ALL PIPING AND FITTINGS SHALL BE GALVANIZED STEEL.
NOTE:
1. ALL PIPING AND FITTINGS SHALL BE GALVANIZED STEEL.
WATER SAMPLE DETAIL
E1
SCALE: NTS
AIR RELEASE VALVE DETAIL
E3
SCALE: NTS
SPARE WELD-O-LET DETAIL
E5
SCALE: NTS
E7
SCALE: NTS
ADJUSTABLE STEEL PIPE SUPPORT DETAIL
A1
SCALE: NTS
55 GAL OIL DRUM STAND AND SPILL CONTAINMENT PALLET DETAIL
A4
SCALE: NTS
WATER PRESSURE GAUGE DETAIL
DISCHARGE SIDE OF PUMP
1/2" GALVANIZED STEEL
TUBING
1/2" BALL VALVE
1" X 1/2" REDUCER
1" NIPPLE CLOSED END.
TYP.
1" STL. WELD-O-LET
STEEL, MORTAR LINED
AND PAINTED PIPE
STEEL, MORTAR LINED
AND PAINTED PIPE
1" STL. WELD-O-LET
1" CORP. STOP
1" CAP
1" THREADED NIPPLE
M
I N
I M
U M
PIPE CLAMP & BRACKET DETAIL
E9
SCALE: NTS
ATTACH BRACKET USING
CHANNEL NUT SPRINGS AND
1/4" STAINLESS STEEL BOLT
1/4" THICK BRACKET, STAINLESS STEEL
WITH 6" LONG CHANNEL OR WITH 12"
LONG CHANNEL AS APPLICABLE
PIPE CLAMP STAINLESS STEEL,
ATTACH USING CHANNEL NUTS
WITH SPRINGS AND BOLT
ATTACH CHANNEL TO WALL
USING 3/8' MASONRY WEDGE
ANCHORS, STAINLESS STEEL
55 GAL STEEL
OIL DRUM
1'-11"
1'-0"
2'-0"
2'-4"
4'-4.5"
4'-4.5"
2'-0"
2'-4"
55 GAL STEEL
OIL DRUM
POLYETHYLENE SPILL
CONTAINMENT PALLET
WITH GRATED TOP
OPENINGS FOR FORKLIFT TINES
TYP. ALL SIDES
2" X 2" X 1/4" STRUCTURAL
STEEL SQUARE TUBES TYP.
2" X 2" X 1/4" STRUCTURAL
STEEL ANGLE BRACKETS TYP.
REAR DRUM SUPPORT TUBE 2"
HIGHER THAN FRONT DRUM
SUPPORT TUBE
2" X 2" X 1/4" STRUCTURAL
STEEL SQUARE TUBES TYP.
POLYETHYLENE SPILL
CONTAINMENT PALLET
WITH GRATED TOP
OPENINGS FOR FORKLIFT TINES
TYP. ALL SIDES
1'-0" MIN
ALL SIDES
1'-0" MIN
ALL SIDES
NOTES:
1. WEIGHT OF FULL STEEL OIL DRUM IS APPROXIMATELY 450 LBS.
2. SPILL CONTAINMENT PALLET TO HAVE A MINIMUM VOLUME OF 55 GAL, 66 AS
SHOWN.
3. SPILL CONTAINMENT PALLET TO HAVE A MINIMUM LOAD CAPACITY OF 1,500 LBS.
4. SPILL CONTAINMENT PALLET GRATING TO BE REMOVABLE AND TEXTURED FOR
SLIP RESISTANCE.
WELL BUILDING
CONCRETE FLOOR
WELL BUILDING
CONCRETE FLOOR
3/4" Ø MIN. DRAIN PLUG
DRAIN VALVE AND 1/4" COPPER
OIL FEED LINE TO WELL PUMP
DISCHARGE HEAD. CONNECT TO
DISCHARGE HEAD PER PUMP
MANUFACTURER.
FRONT VIEW SIDE VIEW
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2021457.00-SHET-WELL.dwg
100% SUBMITTAL
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DUSZA
35885
CHRISTOPHER J.
.ASUANOZIRA
SI GNED
TE
EXPIRES 3/31/2025
03 - 31- 2
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S-01
SHEET KEYNOTES
INSTALL 12" 45° STANDARD STEEL BEND (FE x FE).
EA2
INSTALL 12" STANDARD STEEL PIPE (FE x WELD).
LF3
INSTALL 12" 45° STANDARD STEEL BEND (WELD x FE).
EA4
INSTALL 12" RESILIENT WEDGE GATE VALVE W/ HAND WHEEL
OPERATOR (FE x FE).
EA5
INSTALL 12" STANDARD STEEL PIPE (FE x FE).
LF6
INSTALL WATER SAMPLE LINE, BALL VALVE, WELD-O-LET
ASSEMBLY PER DETAIL E1 ON SHEET M-03.
EA7
INSTALL 12" FLOW METER (FE X FE). SEE SPECIFICATIONS FOR
MAKE & MODEL.
EA8
INSTALL ADJUSTABLE STEEL PIPE SUPPORT PER DETAIL A1 ON
SHEET M-03.
EA9
INSTALL 12" FLANGE COUPLING ADAPTER (PVC X STL,
RESTRAINED).
EA1
INSTALL SPARE WELD-O-LET, BALL VALVE, FITTINGS
ASSEMBLY PER DETAIL E5 ON SHEET M-03.
EA11
INSTALL 12" SWING CHECK VALVE (FE x FE). SEE
SPECIFICATIONS FOR MAKE AND MODEL.
EA12
INSTALL 2" AIR RELEASE & VACUUM VALVE ASSEMBLY
PER DETAIL E3 ON SHEET M-03.
EA13
INSTALL 12" STANDARD STEEL PIPE (FE x PE).
LF14
INSTALL 12" DISMANTLING JOINT. SEE SPECIFICATIONS
FOR MAKE AND MODEL.
EA15
INSTALL 300 HP MOTOR. SEE SPECIFICATIONS FOR MAKE
AND MODEL.
EA16
INSTALL 12" X 12" DISCHARGE HEAD. SEE SPECIFICATIONS
FOR MAKE AND MODEL.
EA17
INSTALL VERTICAL TURBINE PUMP, 1,500 GPM, 7 STAGES, 12" Ø
STEEL PUMP COLUMN PIPING, FITTINGS. SEE SPECIFICATIONS
FOR MAKE AND MODEL.
EA19
CONST. 6' X 6' X 8' CONCRETE PUMP PEDESTAL PER DETAILS
A1, A4 AND D4 ON SHEET M-02.
EA18
INSTALL 18" STANDARD STEEL PIPE. WELD TO 34" X 34"
SOLE PLATE AND 18" STEEL CASING PIPE PER DETAIL A1 ON
SHEET M-02.
EA20
18" Ø STEEL CASING PIPE BY OTHERS.21 LF
INSTALL RUBBER BOOT AROUND STEEL DISCHARGE PIPE AND
ATTACH TO WALL ON ALL SIDES.
EA22
INSTALL 1" WELD-O-LET, FITTINGS, BRASS CORP. STOP AND
PRESSURE GAUGE ASSEMBLY PER DETAIL E7 ON SHEET M-03.
EA23
INSTALL BOLLARD POST PER DETAIL B1 ON SHEET C-03. EA24
16 15
1719 9
STA. 1+00.00
SEE SHEET
C-04 FOR
CONTINUATION
OF PIPING
23 13
4'-0"
7"
3'-4"
1'-2"
6"
10'-0"
9'-0"
6"
4"
3"
6"
10'-0"
9'-0"
4'-0"
7'-5"
1'-2"
2" 4"
6'-0"
2'-10"
1'-2" 3'-5" 5'-0"
5'-4"
2'-0"
INSTALL 1/4" COPPER OIL FEED LINE. JOIN TO UPPER TUBE
NUT INSIDE DISCHARGE HEAD OPENING.
EA25
0' 1' 2' 4' 8'
WELL BUILDING LAYOUT
A4
MOTOR CONTROL CENTER
WALL MOUNT
EXHAUST FAN
SCADA PANEL
INSTALL 55 GALLON OIL SUPPLY DRUM, STAND AND SPILL
CONTAINMENT PALLET PER DETAIL A4 ON SHEET M-03.
EA26 1
2'-2"
7'-5"
3'-9"
30'-0"
PLAN
NORTH
TRUE NORTH
24242424
24242424
2'-0"
12'-6"
4" FLOOR DRAIN AND
4" DRAIN PIPE
INSTALL 1" STEEL HALF COUPLING, 1" X 3/4" NYLON BUSHING,
3/4" X 5/8" HOSE BIB.
EA27 1
89.50 FS
89.50 FS
89.50 FS
89.50 FS
89.35 TG
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89.83 FS
ELECTRIC PAD
89.83 FS
ELECTRIC PAD
90.82 FS
WELL PEDESTAL
3"
INSTALL 12" X 4" STANDARD STEEL TEE (FE x FE).
EA28
INSTALL 4" RESILIENT WEDGE GATE VALVE W/ HAND WHEEL
OPERATOR (FE x FE).
EA29
INSTALL 4" FIRE HOSE CONNECTION WITH END CAP (FE x
MALE).
EA30
1"
INSTALL MOVABLE DOOR SECTION LOCK PER DETAIL C5 ON
SHEET S-05.
EA31 4
9'-0" SPACE OPENING
10'-0" MOVABLE BUILDING SECTION
6"6"
1'-2"
3'-4"
DOOR OPENING
1'-5"
6'-0" CONC. PEDESTAL
3'-0" 3'-0"
1'-2"
3'-4"
DOOR OPENING
6"
3"
4"
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1'-7" 1'-7"
1'-6"1'-6"
3'-0"
CONC. FOOTING
4'-0" CONC. LANDING
4'-0" CONC. LANDING
3'-9"
4"
4"
4"
2'-2"
4"
3"
3"
3"
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3'-9"
4"
4"
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30'-8" CONCRETE SLAB
30'-0" BUILDING
17'-3"
12'-5" FIXED BUILDING SECTION
8'-7" FIXED BUILDING SECTION
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12'-6"
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2021457.00-SHET-WELL…
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