W912PL22B0007 Amendment 02.pdf

PDF 10 MB Posted Aug 30, 2022

Attached to: CONSTRUCT POTABLE WATER WELL Federal contract opportunity
Solicitation number: W912PL22B0007
Issued by: Department of the Army Corps of Engineers Engineering District Los Angeles

About this file

Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity solicitation requests construction services for a potable water well. The Department of the Army Corps of Engineers Engineering District Los Angeles is seeking to replace an existing failed well at Luke Air Force Base in Glendale, Arizona. Services required include drilling a new approximately 2,000 linear foot deep 18-inch diameter potable water well with pump, installing casing and screen, gravel filter pack and grouting, decommissioning the old well, and connecting a new water line between the well and an existing ground water storage tank. Additional site work and utilities are also required to deliver a complete and usable facility in accordance with DoD construction standards. The response due date and award date are not specified.

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Other files for this federal contract opportunity

Other files attached to CONSTRUCT POTABLE WATER WELL, newest first.
File	Type	Posted
Amendment 04.pdf	PDF	Sep 8, 2022
W912PL22B0007 Amendment 03.pdf	PDF	Sep 7, 2022
W912PL22B0007_Am01.pdf	PDF	Aug 11, 2022
W912PL22B0007_Solicitation.pdf	PDF	Aug 9, 2022

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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

1 33

02 Aug 30, 2022

USACE-LOS ANGELES DISTRICT

CONTRACTING DIVISION, EAST REGION BRANCH

915 WILSHIRE BLVD, SUITE 1440

LOS ANGELES, CA 90017

W912PL22B0007

Aug 9, 2022

Please see SF 30 BLOCK 14 CONTINUATION PAGE

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 $

Project Name: Construct Potable Wells W912PL22B0007 Project Location: Construct Potable Water Well, Luke AFB, Glendale, Arizona

SF 30 CONTINUATION PAGE 1

8/30/22 Amendment 2

SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The purpose of this amendment is to:

• Remove and replace Standard Form 1442

• Update drawings:

• Replaced REPLACEMENT WATER WELL #20 with CONSTRUCT POTABLE

WATER WELL LUKE AFB on the title page and on the title block of each page.

• Updated issue date on cover to Aug 11, 2022.

• Removed USACE signature block from the title page.

• Revised bottom right corner markings to say Solicitation No. W912PL22B0007 and not indicate 100% submittal.

(See ).

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair) IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

9. FOR INFORMATION

CALL:

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid and "bidder".

SOLICITATION

1. SOLICITATION NUMBER

5. REQUISITION/PURCHASE REQUEST NUMBER

CODE

6. PROJECT NUMBER4. CONTRACT NUMBER

7. ISSUED BY

11. The contractor shall begin performance within

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES", indicate within how many calendar days after award in Item 12b.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and

b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

d. Offers providing less than

STANDARD FORM 1442 (REV. 8/2014)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d) calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

is, is not required.

copies to perform the work required are due at the place specified in Item 8 by (hour) award, YES NO notice to proceed. This performance period is mandatory negotiable.

calendar days and complete it within calendar days after receiving

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED PAGE OF PAGES

W912PL22B0007

USACE LOS ANGELES DISTRICT

CONTRACTING DIVISION

915 WILSHIRE BLVD, SUITE 930

LOS ANGELES, CA 90017

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

Construct Potable Water Well, Luke AFB, Glendale, Arizona.

This Design-Bid Build (DBB) project provides infrastructure support to Luke AFB located in Glendale Az. in the northwest quadrant of the installation to replace existing Well #11 that has failed. Replace water well #11. New +/- 2,000 LF deep, 18” diameter potable well with pump. Perform drilling operation necessary to construct new potable water well. Install casing and screen, gravel filter pack and grouting. New water line connection and mixing vault between the well and ground water storage tank 1386. The project will include all necessary utilities, site improvements, pavements, communications support infrastructure, and all necessary supporting work for a complete and usable facility. Facility will be designed as permanent construction in accordance with the DoD Unified Facilities Criteria (UFC 1-200-01 and UFC 1-200-02).

The period of performance is 270 calendar days and the estimated cost range for this procurement is between $5,000,000 and $10,000,000.

This procurement is a 100% Total Small Business Set-Aside. The NAICS code is 237110, Water and Sewer Line and Related Structures Construction, with a size standard of $39.5M.

Be advised this project may be delayed, postponed, canceled or revised at any time prior to award.

8. ADDRESS OFFER TO

DoD Secure Access File Exchange (DoD Safe) at https://safe.apps.mil/

W912PL

a. NAME

OTSE A. ADIKHAI

b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

213-452-3248

Section 00 73 00

1 electronic

1:00 PM

local time 9 September 2022 (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

see*

9 August 2022

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement by the Government in writing within stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

OFFER (Must be fully completed by offeror)

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT

NUMBER

DATE.

AWARD (To be completed by Government)

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

CODE FACILITY CODE

15. TELEPHONE NUMBER (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14.)

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print)

21. ITEMS ACCEPTED:

22. AMOUNT

26. ADMINISTERED BY

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print)

31c. DATE

STANDARD FORM 1442 (REV. 8/2014) BACK

31b. UNITED STATES OF AMERICA

31a. NAME OF CONTRACTING OFFICER (Type or print)

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30b. SIGNATURE 30c. DATE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

copies to issuing office.) Contractor agrees to furnish

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

23. ACCOUNTING AND APPROPRIATION DATA

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

27. PAYMENT WILL BE MADE BY

10 U.S.C. 2304(c) ( ) 41 U.S.C. 3304(a) ( )

20b. SIGNATURE 20c. OFFER DATE

DUNS: TAX ID NO:

CAGE:

See Section 00 10 00 Solicitation Contract Line Item Number (CLIN) Schedule

USACE FINANCE CENTER

ATTN: CFCO-AO-D

5722 INTEGRITY DRIVE

MILLINGTON, TN 38054-5005

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SOLICITATION NO. W912PL22B0007

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Los Angeles District

AUGUST 11, 2022

USAF (TRIRIGA) PROJECT NUMBER (NUEX 16-3000 / OP 1009271)

LUKE AIR FORCE BASE

ISSUE DATE:

US Army Corps of Engineers

APPROVED FOR PUBLIC RELEASE. DISTRIBUTION UNLIMITED

DISTRIBUTION STATEMENT A

PLAN

NORTH

TRUE NORTH

N O

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W . C

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W. SUPER SABRE STREET

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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

CONSTRUCT POTABLE WATER WELL LUKE AFB

30 August 2022 Amendment 02

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SOLICITATION NO. W912PL22B0007

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SHEET ID

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(CIVIL)

ATE

NO.

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35885

CHRISTOPHER J.

.ASUANOZIRA

SI GNED

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G-02

ARV

SYMBOLS

EXISTING

BUSH

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

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

E E E E

G G G G

COMM

T T T T

SS SS SS SS

W W W W

X X X X

BUILDING

SECTION LINE

(5515)

% PERCENT

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

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Y M

B O

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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

OHE

O H

GEN

SEPTIC

SEP

W W

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(1090)

W W

E E E E

X X

XXXXXXX

X X

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2021457.00-SHET-SITE PLAN.dwg

SOLICITATION NO. W912PL22B0007

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(CIVIL)

ATE

NO.

OFESSIO

RT I F IC

DUSZA

35885

CHRISTOPHER J.

.ASUANOZIRA

SI GNED

EXPIRES 3/31/2025

04 - 26 - 2

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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

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PLAN

NORTH

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

(1090)

X X

XXXXXX

X X

X X X X X X

10' 10'

A T

15'

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2021457.00-SHET-GRADING.dwg

SOLICITATION NO. W912PL22B0007

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ATE

NO.

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35885

CHRISTOPHER J.

.ASUANOZIRA

SI GNED

EXPIRES 3/31/2025

04 - 26 - 2

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C-02

SHEET KEYNOTES

0' 5' 10' 20' 40'

89.33 FG

88.55 FL

88.43 FL

89.33 FG

88.23 FL

7 7

O R

S A

E E

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

D I N

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L A

GRADE SITE AS SHOWN. CUT

FILL

T R

T H

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

89.33 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 238

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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2021457.00-SHET-GRADING.dwg

SOLICITATION NO. W912PL22B0007

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(CIVIL)

ATE

NO.

OFESSIO

RT I F IC

DUSZA

35885

CHRISTOPHER J.

.ASUANOZIRA

SI GNED

EXPIRES 3/31/2025

04 - 26 -2

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C-03

W E

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A I L

FLOWLINE DETAIL

SCALE: 1" = 4'

10' TYP.VARIES PER PLAN

M A

EX. GROUND

FINISH FLOOR

FLOOR DRAIN DETAIL

SCALE: 1" = 1'

0.5% MIN SLOPE

6" SL

89.35 TG

1/4

88.50 INV

DRAINAGE

SWALE

12" MIN.

BOLLARD POST DETAIL

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:

NOTES

MEMBER AISC SIZE

OUTSIDE DIA.

CORNER POST

LINE POST

STRAIN POST

BRACE

STRETCH BAR

GATE POST

TOP RAIL

STRAIN POSTS SHALL BE SPACED AT

500' MAXIMUM SPACING.

2-1/2"

1-1/2"

1-1/4"

3/16"x3/4" FLAT

3-1/2"

1-1/4"

2.875"

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

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

30 August 2022 Amendment 02

AutoCAD SHX Text X

E E

(1090)

X X

XXXXXXXXXXXXXXXXX

X X

1+00.00 BEGIN WATER MAIN

1+48.00 ANGLE PT.

N G

X X

EXISTING ELECTRIC LINE

E X

I S

T I N

T R

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T U

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F A

C I L I T

E X

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L I N

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

E G

I N

N G

I N

0.25%

0.74%

E N

E X

A T

E R

M I N

I N

ALIGNMENT DATA

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

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U S

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2021457.00-SHET-WATERPP.dwg

SOLICITATION NO. W912PL22B0007

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SHEET ID

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M I T

T A

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M I T

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NAL ENGINEE R

(CIVIL)

ATE

NO.

OFESSIO

RT I F IC

DUSZA

35885

CHRISTOPHER J.

.ASUANOZIRA

SI GNED

EXPIRES 3/31/2025

04 - 26 - 2

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C-04

SHEET KEYNOTES

SHEET KEYNOTES - REMOVALS

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

F I L

WATER MAIN PLAN

S-01

WELL BUILDING LAYOUT

AND PIPE CONNECTION

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

O R

S A

E E

T R

T H

PLAN

NORTH

EX. WATER MAIN FROM

WELL #9 NOT FOUND

G R

A D

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

EXISTING GROUND

NEW 12" C900 WATER MAIN

N G

I N

N G

I N

N G

I N

0.28%

0.74%

0.20%

E N

A T

A L V

E X

L E

C T

R I C

M I N

I N

E E E E E E E E E E E E E E E

E E

GEN

E E

S E

P T

I C

W W W W W W W W W W W W W W

12"W

N G

00+

EXISTING STRUCTURE

FACILITY #1040

EXISTING

ELECTRIC

LINE

EXISTING WATER LINE

EXISTING STRUCTURE

EXISTING

STRUCTURE

EXISTING ELECTRIC LINE

EXISTING

ELECTRIC

LINE

* EXISTING OVERHEAD LINE

EXISTING DIESEL GENERATOR

FACILITY #81041

MAINTAIN DRIVEWAY ACCESS AT ALL TIMES DURING CONSTRUCTION

ALIGNMENT DATA

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

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2021457.00-SHET-WATERPP.dwg

SOLICITATION NO. W912PL22B0007

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P E

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SHEET ID

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M I T

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M I T

T A

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M I T

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NAL ENGINEE R

(CIVIL)

ATE

NO.

OFESSIO

RT I F IC

DUSZA

35885

CHRISTOPHER J.

.ASUANOZIRA

SI GNED

EXPIRES 3/31/2025

04 - 26 - 2

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C-05

SHEET KEYNOTES

M A

T C

L I N

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

W A

T E

F I L

* 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

E T

PLAN

NORTH

TRUE NORTH

G R

A D

R E

A K

G R

A D

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

E X

L E

C T

R I C

E X

L E

C T

R I C

M I N

N G

I N

N G

I N

0.20%

A T

A L

V E

E N

A T

E R

I N

OHE

OHE OHE OHE OHE

E E E E E

E E E E

E E

GEN

E E

W W

W W W W W W W W W W W

X X

XXXXX

XXX

X X

X X X X X X X X

(1094)

(1095)

W W

W W W W W W

12"W

I N

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

EX. TANK

FACILITY #1394

EXISTING STRUCTURE

FACILITY #1392

MAINTAIN DRIVEWAY ACCESS AT ALL TIMES DURING CONSTRUCTION

ALIGNMENT DATA

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 E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C H

E C

K E

D R

A W

I S

S U

A T

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

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2021457.00-SHET-WATERPP.dwg

SOLICITATION NO. W912PL22B0007

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SHEET ID

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M I T

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M I T

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M I T

T A

NAL ENGINEE R

(CIVIL)

ATE

NO.

OFESSIO

RT I F IC

DUSZA

35885

CHRISTOPHER J.

.ASUANOZIRA

SI GNED

EXPIRES 3/31/2025

04 - 26 - 2

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C-06

M A

T C

L I N

0' 20' 40' 80' 160'

INSTALL 12" Ø PVC C900 WATER MAIN. LF1 347

WATER MAIN PLAN

W A

T E

F I L

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

E T

PLAN

NORTH

TRUE NORTH

C-07

WATER MAIN CONNECTION DETAIL

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

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2021457.00-SHET-WATERPP.dwg

SOLICITATION NO. W912PL22B0007

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F B

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SHEET ID

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M I T

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M I T

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NAL ENGINEE R

(CIVIL)

ATE

NO.

OFESSIO

RT I F IC

DUSZA

35885

CHRISTOPHER J.

.ASUANOZIRA

SI GNED

EXPIRES 3/31/2025

04 - 26 - 2

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EXISTING 8" STEEL PIPE

22 1

EXISTING 8"

STEEL

90°BEND

WITH BLIND

FLANGE

EXISTING

STEEL

TANK

EXISTING GROUND

EXISTING 8" STEEL

PIPE AND 90°BEND

WITH BLIND FLANGE

EXISTING

STEEL

TANK

EXISTING PIPE

SUPPORT

EXISTING PIPE

SUPPORT

I N

C-07

WATER MAIN CONNECTION DETAIL

SCALE: 1/2"=1'-0"

PLAN

NORTH

TRUE NORTH

WATER MAIN CONNECTION SECTION

SCALE: 1/2"=1'-0"

C-07

THRUST BLOCKS FOR WATER MAINS

NOT TO SCALE

W A

T E

I N

E T

A I L

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

VALVE BOX INSTALLATION

NOT TO SCALE

54"

SAWCUT EDGES

30" TRENCH

WIDTH

12" ABC

4" CONCRETE SURFACE

SHELF

12" 12"

TRENCH BACKFILL

"T" TOP TRENCH REPAIR

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"

2'-4"

FLOW METER

1'-0"

5'-0"

3'-5"

22'-8"

30'-0"

8"3'-4"

EXTERIOR DOOR

X T

E R

I O

O O

5" 1'-8"

MCC

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7'-10"

D I S

C H

A R

M O

T O

10"

2'-0"

1'-8"

6'-0"

2'-2"

6" 6"1"

1'-6"

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2021457.00-SHET-WELL.dwg

SOLICITATION NO. W912PL22B0007

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NAL ENGINEE R

(CIVIL)

ATE

NO.

OFESSIO

RT I F IC

DUSZA

35885

CHRISTOPHER J.

.ASUANOZIRA

SI GNED

EXPIRES 3/31/2025

04 - 26 - 2

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M-01

SHEET KEYNOTES

FINISH GRADEFINISH GRADE

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

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T I O

N S

WELL BUILDING AND DISCHARGE PIPING SECTION

SCALE: 1/4"=1'-0"

WELL BUILDING AND DISCHARGE PIPING SECTION

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

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

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

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2021457.00-SHET-WELL.dwg

SOLICITATION NO. W912PL22B0007

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F B

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SHEET ID

R O

J E

M I T

T A

R O

J E

M I T

T A

J E

M I T

T A

NAL ENGINEE R

(CIVIL)

ATE

NO.

OFESSIO

RT I F IC

DUSZA

35885

CHRISTOPHER J.

.ASUANOZIRA

SI GNED

EXPIRES 3/31/2025

04 - 26 - 2

T E

T R

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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.)

O N

C R

E T

E D

E S

T A

FINISH FLOOR

FINISH GRADE

1/4"

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

SCALE: NTS

WELL CONCRETE PEDESTAL PLAN VIEW

SCALE: NTS

DISCHARGE HEAD FLANGE SECTION

SCALE: NTS

SOLE PLATE PLAN

SCALE: NTS

SOLE PLATE SECTION

SCALE: NTS

WELL CONCRETE PEDESTAL SECTION

SCALE: NTS

BASE FLANGE PLAN

SCALE: NTS

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

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2021457.00-SHET-WELL.dwg

SOLICITATION NO. W912PL22B0007

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F B

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P E

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T R

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A U

G U

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S I

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R A

C J D

SHEET ID

R O

J E

M I T

T A

R O

J E

M I T

T A

J E

M I T

T A

NAL ENGINEE R

(CIVIL)

ATE

NO.

OFESSIO

RT I F IC

DUSZA

35885

CHRISTOPHER J.

.ASUANOZIRA

SI GNED

EXPIRES 3/31/2025

04 - 26 - 2

T E

T R

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A I L

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

'B'

'A'

'C'

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…

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