DPW044236P_Mar_Well_Drawings_April_2018_(2).pdf

PDF 1 MB Posted Aug 10, 2018

Attached to: Mar Well at White Sands Missile Range
Solicitation number: W911SG-18-R-0068
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Bliss

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DRAWINGS

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File	Type	Posted
Amendment_2_W911SG-18-R-0068.pdf	PDF	Aug 30, 2018
Conform_Copy_W911SG-18-R-0068.pdf	PDF	Aug 30, 2018
SOLICITATION_AMENDMENT_1_-_W911SG-18-R-0068.pdf	PDF	Aug 15, 2018
52.218-4201_UXO_POLICY.pdf	PDF	Aug 10, 2018
Solicitation__W911SG-18-R-0068.pdf	PDF	Aug 10, 2018
DPW044236P_-_SOW_-_17May2018_-_100__-_MAR_Well_No._1_Replacement.pdf	PDF	Aug 10, 2018
WSMR_VISITOR_CONTROL_PROGRAM.pdf	PDF	Aug 10, 2018

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WS-28600-2018-G-01

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DRAWN

NUMBER DATE

PLATE

APPROVEDBY

MAR WELL No. 1 REPLACEMENT

COVER / INDEX SHEET

ENGINEERING DIVISION

MAR WELL No. 1 REPLACEMENT

DIRECTORATE OF PUBLIC WORKS

WHITE SANDS MISSILE RANGE, NEW MEXICO

DESIGN BRANCH

R I

G I

I M

DRAWING # TITLE SHEET #

GENERAL

WS-28600-2018-G-01 COVER / INDEX SHEET 1 of 16 WS-28600-2018-G-02 PROJECT LOCATION 2 of 16 WS-28600-2018-G-03 SITE PLAN 3 of 16 WS-28600-2018-G-04 WELL PLAN PART 1 4 of 16 WS-28600-2018-G-05 WELL PLAN PART 2 5 of 16 WS-28600-2018-G-06 WELL PLAN PART 3 6 of 16

CIVIL

WS-28600-2018-C-01 FENCE DETAILS 7 of 16 WS-28600-2018-C-02 GATE DETAILS 8 of 16

MECHANICAL/PLUMBING

WS-28600-2018-M-01 WELL HOUSE PIPING 9 of 16 WS-28600-2018-M-02 THRUST BLOCK DETAILS 10 of 16

STRUCTURAL

WS-28600-2018-S-01 FOUNDATION PLAN 11 of 16

ELECTRICAL

WS-28600-2018-E-01 ELECTRICAL NOTE PART 1 12 of 16 WS-28600-2018-E-02 ELECTRICAL NOTE PART 2 13 of 16 WS-28600-2018-E-03 ELECTRICAL LINE DIAGRAM 14 of 16 WS-28600-2018-E-04 ELECTRICAL PANEL SCHEDULE 15 of 16 WS-28600-2018-E-05 ELECTRICAL FLOOR PLAN 16 of 16

100% BID SET

MAR 1 WELL

SMALL MISSILE RANGE

WHITE SANDS MISSILE RANGE

MAIN POST

PROJECT LOCATION

EXISTING MAR 1 WELL

ABANDONED

PROPOSED REPLACEMENT

MAR 1 WELL LOCATION

EXISTING ASBESTOS

CEMENT WATER LINE

80'-0"

FE6 CHAIN LINK FENCE

16' DOUBLE OPENING GATE

CENTER GATE OPENING

WITH WELL

EXISTING ASBESTOS

CEMENT WATER LINE

4' SINGLE OPENING GATE

MAR 1 WELL, APPROXIMATE

GROUND ELEVATION 4136 FEET

WS-28600-2018-G-02

MAR WELL No. 1 REPLACEMENT

LOCATION PLAN

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DRAWN

NUMBER DATE

PLATE

APPROVEDBY

EXISTING MAR 1 WELL

ABANDONED

PROPOSED REPLACEMENT

MAR 1 WELL LOCATION

EXISTING ASBESTOS

CEMENT WATER LINE

FE6 CHAIN LINK FENCE

16' DOUBLE OPENING GATE

CENTER GATE OPENING

WITH WELL

EXISTING ASBESTOS

CEMENT WATER LINE

4' SINGLE OPENING GATE

MAR WELL FIELD

WATER TANK

MAR 2 WELL, STATIC WATER

LEVEL MEASURED 14FEB2018

223 FEET

MAR 2 WELL, APPROXIMATE

GROUND ELEVATION 4142 FEET

MAR 1 WELL, APPROXIMATE

GROUND ELEVATION 4136 FEET

WS-28600-2018-G-03

MAR WELL No. 1 REPLACEMENT

SITE PLAN

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DRAWN

NUMBER DATE

PLATE

APPROVEDBY

WELL CAP- CONCRETE

(REINFORCED #4 12" (300) OCEW)

(CONCRETE: 4000PSI AIR

ENTRAINED @ 28 DAYS)

T O

T A

E P

T H

V E

R T

I C

A L

U R

B I N

L I N

E S

H A

U M

E T

T I N

E L O

R O

U N

U R

F A

C E

M I N

I A

U T

E R

F A

A S

I N

10" DIA. STAINLESS

STEEL WELL SCREEN

240'-560'

CENTERING GUIDES AT 40.00'

INTERVALS (TYP) ON SCREEN

AND CASING

CEMENT BENTONITE

GROUT

ASSUMED STATIC W.L. DEPTH

DESIGN: 220-230'

GRAVEL PACK FROM BOTTOM

OF WELL TO 30' ABOVE STATIC

WATER LEVEL

MIN. 20' OF 24" DIA.

SURFACE CASING

CEMENT SEAL

JUNCTION BOX

NEMA 4X

RIGID GALVANIZED

CONDUIT

30"

MIN

20"

MIN

40"

MIN

10" DIA. STEEL

WELL CASING

320.00' OF 10" DIA. SCREEN

END CAP AT BOTTOM

GENERAL NOTES

All details needed for construction are not provided; the contractor shall follow the latest editions of the National

Electric Code NEC, International

Building Code IBC code and other standard codes and practices to construct the well and pump house, as well as equipment manufacturer's recommendations.

All work shall comply with New Mexico drinking water regulations, appropriate

American Water Work Association

Standards. All components, materials and treatment chemicals that come into contact with drinking water, shall be certified for conformance to ANSI/NSF

Standards 60 or 61, as applicable.

The well shall be enclosed in a prefabricated reinforced concrete building that is capable of being lifted off the floor slab. The building shall be insulated and have wall liners inside.

The concrete slab size shall be adjusted to match the building size at no additional cost. Follow building manufacturer's recommendations for anchoring building to slab/foundation.

Potable water piping exposed greater than 3 inch shall be ductile iron with flanged, grooved coupling or flex.

Coupling (restrained) joining method.

Potable water piping buried under or adjacent to building shall be ductile iron, with mechanical joining method.

The contractor shall provide and install a new PVC water line from the well and tie into the existing raw water system as indicated on the drawings.

Contractor shall locate water line prior to drilling well to line new well will up with the existing water line.

All underground waterline bends, tees, and valves shall have thrust blocks.

General Well Construction

The work to be performed consists of furnishing all labor, equipment and materials, as well as performing all field operations in connection with the drilling and equipping of one potable water supply water well and pump house on White Sands Missile Range

NM for the Department of the Army, White Sands Missile Range, NM.

A twenty-four (24) inch diameter surface casing shall be set in cement grout to a minimum of 20 feet within a

30 inch diameter borehole. A test hole from 6 to 10 inches in diameter followed by the final hole of a nominal twenty

(20) inches in diameter will be drilled using conventional mud rotary drilling or air drilling methods to approximately

560 feet, and 240 feet of 10 inch diameter casing with 320 feet of well screen shall be installed. Gravel pack will be placed around the well screen with a tremie pipe. The contractor will furnish and install all centralizers, casing, screens, cement/grout and gravel pack as specified for the construction of this well. The well will be developed and tested and a completion report shall be prepared and submitted to the Government and the well driller shall file the final permit paperwork as required by the NM State

Engineer to register the well.

Provide prefabricated pump house on site built concrete slab. The well will be equipped and disinfected for potable water use. The contractor shall furnish and install a vertical turbine lineshaft pump and electric motor. Construct all well head equipment as shown in the drawings including power connections, power panel, start switches, and

Supervisory Control and Data

Acquisition (SCADA) system. Run power from existing overhead power to new pump house. Install new pole mounted transformers. Run power underground from pole to pump house.

The contractor shall fence the well pump house with 35' by 35' by 6' chain link fence with 3 strand barb wire on outriggers, one 4' wide gate and a 16' wide gate. The electrical controls shall be mounted inside the new pump house on unistrut frames. The

Contractor shall keep a log and progress record available at the site readily available for inspection during drilling and a copy delivered to the

Government. The contractor shall call for all required inspections, if any, as required by the State of New Mexico.

APPROVED DRILLING METHODS,

FLUIDS

Well drilling and reaming shall be performed by mud rotary method or by air drilling method. If the mud rotary method is used the pits to contain the drilling fluid and cuttings may be either above ground (and portable) or

"in-the-ground". The size and construction of the pits is subject to approval by the Government. Water is available to be trucked to the site from the water stand on Headquarters

Avenue. Upon completion of the well, the contractor shall clean the site and remove all surplus and waste materials except that uncontaminated well cuttings may remain on site in a condition satisfactory to the Owner. If

"in the-ground" cutting pits are used, they will be dried, emptied, backfilled with the excavated material, and re-compacted to at least 90 percent of proctor (ASTM D1557) optimum. The site will be left in a condition acceptable to the owner.

If air drilling is used the air drilling will be used in combination with foam with additives as required to keep the borehole open given the materials in the strata that are encountered while drilling. The methods and materials used if this method is selected will be based on the experience of the well driller given the materials/strata encountered.

COMPETENT WORKMEN

All work shall be performed under the direct supervision of an experienced water well driller and/or drilling supervisor. The Contractor shall employ only competent workmen for the execution of this work and shall be held accountable for the conduct and actions of his employees during this project.

START OF WORK, PERMITS, WORK

PERIODS & COMPLETION TIME

The Government will apply for and obtain the well drilling permit once the drilling contractor has been selected.

The Contractor shall have in his possession at the time of starting work on the contract all required well drilling, testing, water drawing and discharging permits. The successful contractor will receive a "Notice to Proceed" letter stating the first available date for beginning construction of the well.

SITE PREPARATION

The Contractor will clear all obstructions (if any) in order to, access the proposed well location and provide sufficient room for the operation of his well permit. The contractor will be responsible for obtaining a digging permit issued by WSMR Utility shops and New Mexico one-call. The owner will establish reference lines, benchmarks and the location of the well. The contractor will determine the working limits for the contractor's equipment during the project. The contractor will not conduct operations, store equipment or park his vehicles outside of this limit. There is a small shallow wash between the new well and the abandoned well. The contractor shall be careful not to affect the existing site drainage. If the wash is disturbed, the contractor shall regrade the wash to natural conditions upon project completion (sooner if conditions dictate).

WS-28600-2018-G-04

MAR WELL No. 1 REPLACEMENT

WELL PLAN PART 1

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DRAWN

NUMBER DATE

PLATE

APPROVEDBY

100% BID SET

AutoCAD SHX Text

WELL DESIGN DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

WELL PLAN PART 1

WELL CAP- CONCRETE

(REINFORCED #4 12" (300) OCEW)

(CONCRETE: 4000PSI AIR

ENTRAINED @ 28 DAYS)

T O

T A

E P

V E

R T

I C

B I N

I N

E S

H A

E T

T I N

E L

O W

U N

U R

F A

C E

M I N

I A

U T

F A

I N

10" DIA. STAINLESS

STEEL WELL SCREEN

240'-560'

CENTERING GUIDES AT 40.00'

INTERVALS (TYP) ON SCREEN

AND CASING

CEMENT BENTONITE

GROUT

ASSUMED STATIC W.L. DEPTH

DESIGN: 220-230'

GRAVEL PACK FROM BOTTOM

OF WELL TO 30' ABOVE STATIC

WATER LEVEL

MIN. 20' OF 24" DIA.

SURFACE CASING

CEMENT SEAL

JUNCTION BOX

NEMA 4X

RIGID GALVANIZED

CONDUIT

30"

MIN

20"

MIN

40"

MIN

10" DIA. STEEL

WELL CASING

320.00' OF 10" DIA. SCREEN

END CAP AT BOTTOM

SURFACE CASING SETTING

A twenty-four (24) inch diameter surface casing shall be set in a hole not less than six (6) inches greater in diameter than the surface casing. The casing shall be new mild steel casing, ASTM A-53, Grade B or better, 0.250 inch wall thickness. No less than twenty

(20') feet of surface casing shall be allowed. When the surface casing is placed, it shall be sealed in place by filling the annular space between the reamed wall and the surface casing with a sand-cement grout. The finished wellhead completion required is shown in the drawings. Assembly and installation of the surface casing string shall be straight and plumb.

WELL BOREHOLE DRILLING

After installing the surface casing and cement grout seal, a borehole shall be drilled with a nominal diameter of twenty 20 inches or more, and to an approximate depth of 560 feet. Based on presently available information subsurface materials may consist of coarse grained sediments to an approximate depth of 560 feet beyond which fine-grained sediments predominate. Water depth is assumed to lie at approximately 220-230 feet from the ground surface. The contractor will collect geologic samples during drilling. The Contractor shall ensure that the sampling point remains accessible during the drilling of the borehole. The Contractor shall maintain a continuous record of borehole depth and drilling rates. The driller shall maintain written daily logs of all drilling operations and present a copy to the

Government. The Contractor (if using a mud drilling method), prior to the beginning of drilling, shall submit a mud program plan to the Government. The brand and type of mud drilling additives the contractor plans to use is subject to approval by the Government. The

Contractor will provide equipment to monitor the mud weight and viscosity during all drilling operations.

The equipment will be used by the contractor to monitor the drilling fluid.

Mud weight and viscosity will be kept to a minimum at all times. An effective method of removing the drilling mud during well development must be a part of the Contractor's plan. Only clean potable water shall be used to maintain the fluid level in the open borehole while running the well casing. The water level in the hole must not fall below the bottom of the surface casing any time while reaming, running casing and/or gravel placement.

GRAVEL PACK

The gravel to be installed shall be composed of sound, durable, well-rounded siliceous particles, containing no silt, clay, organic matter or contamination and equivalent to

Tacna Number 4 or approved equal. It shall be well graded within the limits of gravel pack available to the contractor.

Bulk or bagged material can be used.

The name of the intended supplier of the gravel pack and his specifications for various sizes shall be submitted to the contractor prior to commencement of drilling. Gravel pack material delivered to the well site will be analyzed for compliance with the submitted material specifications. If these specifications are not met, the gravel may be rejected on a per load basis. Gravel pack loads may also be rejected if visibly contaminated by foreign material, hydrocarbon products, silt or fine sand.

GRAVEL PLACEMENT, WASHING,

AND WELL DEVELOPMENT

After the assembled casing has been centered in the borehole, gravel pack will be placed in the annular space between the casing and borehole wall.

Gravel placement will proceed without interruption until the annulus of the well is filled to ground level (See detailed drawing). The method of gravel placement shall be by dropping the gravel through a chute or pipe large enough to guide the gravel pack to the annular space. During gravel placement, a continuous stream of clear water shall be used to wash dirt and fines from the gravel. A disinfectant shall be applied during gravel placement. The Contractor shall disinfect the gravel by applying one-quarter pound (1/4 Ib) of seventy

(70%) percent calcium hypochlorite

(HTH) or equivalent, per cubic yard of gravel installed in the well. The

Contractor must install a continuous, unbroken column of gravel pack surrounding the screen and casing from the bottom to the top. The contractor must correct any bridging of the gravel pack during installation. The Contractor shall keep and supply to the contractor an accurate log of the volume of gravel pack ordered, delivered and installed.

The contractor will verify these volumes. Immediately upon completion of gravel placement, the Contractor shall begin well development opposite all perforated sections of the casing.

Well development shall proceed by surging with a two-ring surge block attached to the drill pipe. The surge block should be no less than ten feet between the two rubber rings. The contractor must be prepared to perform airlift development in the screened section of the well when sufficient submergence has been achieved. The

Contractor shall furnish an air compressor capable of performing airlift development from the bottom of the screened section. If the gravel pack settles during development, more shall be added. Well development will continue until there is no further settling of the gravel, and all muddy water has been removed. Well development time is twelve (12) hours.

WELL DEVELOPMENT

Development of the well shall begin immediately after completion of the well screen and casing installation. The

Contractor shall furnish, install, operate and remove all equipment used for developing. The development process may be accomplished by pumping, surging, air development, jetting or a combination of those methods to improve the yield of the well and remove turbidity and fines from the water. The well development process shall include development by uninterrupted pumping at pumping rates up to 1.5 times the design capacity. The initial pumping rate shall be restricted with a valve or by adjusting engine rpm's, and as the water clears, it shall be gradually increased until a maximum rate is achieved. The contractor will determine the maximum rate after observing the draw down and discharge characteristics of the well. At intervals the pump shall be stopped and the water in the well allowed to recover. A minimum three quarter inch diameter sounding tube shall be installed by the

Contractor to measure the elevation of water in the well during development and testing operations. The sounding tube installation must provide safe access for water level measurements by the contractor and be approved before commencement of pump development or testing. Upon completion of the well development work the well shall be cleaned to the bottom.

PRODUCTION TESTING

Following development operations, and after a minimum shut down of twelve

(12) hours, the Contractor shall perform a production test on the well. The

Contractor may use the pump to be installed in the well for production testing if there isn't sand in the water and the testing will not damage the pump. The production testing equipment shall have a capacity of one hundred (150) gpm against a total head of two hundred twenty-five (225) feet with a pump setting of three hundred fifty-five (355) feet.

WS-28600-2018-G-05

MAR WELL No. 1 REPLACEMENT

WELL PLAN PART 2

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DRAWN

NUMBER DATE

PLATE

APPROVEDBY

100% BID SET

AutoCAD SHX Text

WELL DESIGN DETAIL

AutoCAD SHX Text

NOT TO SCALE

WELL PLAN PART 2

Measurements and notes will be taken by the Contractor during well development and testing, the contractor must keep at least one crewman on site at all times. Production testing is estimated at twelve (12) hours. At the completion of all testing and pump removal, the well shall be bailed to the bottom a second time. All sand, debris, and any foreign material shall be removed from the well. Bailing the well to bottom shall not be considered well development time 'for payment purposes. After removal of all sand, debris, pump oil and any other contaminates, the well shall be disinfected using a chlorine solution of sufficient strength to bring the water in the well up to one hundred fifty (150) parts per million of chlorine. The disinfectant shall be agitated lightly throughout the screen section with the bailer. The Contractor is advised that the well water will be used for drinking purposes and so bacteria testing after chlorination is required.

Upon completion of all work in connection with development, production testing and disinfecting, the permanent well pump and column shall be installed complete with all other work required by this contract.

ALIGNMENT, DEFECTS AND

ACCEPTANCE

The Contractor shall guarantee that the well, when completed, shall be sufficiently straight and plumb to permit the free installation and operation of a

Vertical Turbine Lineshaft well pump of the size and capacity specified. If cause exists to suspect that the well is crooked and/or unacceptable for the owners intended use, the owner may order a gyroscopic alignment survey of the well. If the well is found to be crooked, the Contractor will pay for the alignment survey and whatever corrective actions may be undertaken to correct the problem. The owner reserves the option to investigate defects of the installed casing or condition of the well by taking photographs inside the well after it is developed and tested. Any defects noted will be possible cause for rejection by, or at the option of, the

Government to require correction by the

Contractor. If defects in the installed casing are found, and if the cause is due to the Contractor, the Contractor shall bear the costs of photographing the well casing plus making all necessary repairs.

LOST HOLES AND/OR

ABANDONMENT

If for reasons beyond the control of the

Contractor, it is necessary to stop drilling or the borehole is lost before the objective or desired depth is reached, and further attempts to save or complete the borehole are not practical, the Contracting Officer shall be notified immediately if it is anticipated the well hole may have to be abandoned.

Another reason for abandonment would be the hole does not have water present. Collapsed wells due to sandy or other unstable formations that collapse are not considered to be a reason beyond the control of the contractor. It is the responsibility of the

Contractor to select the right drilling method and drilling muds or foams with additives to keep the hole open and information gained during the test hole will further allow the Contractor to drill with the appropriate methods and additives to keep the hole open. The

Government assumes the site chosen will provide a suitable site for the well drilling. If the Contacting Officer determines that the site is not suitable for well drilling and a differing site condition exists the borehole will be ordered abandoned by the Government and a modification will be issued by the

Government. The Contractor will fill and plug the hole according to the most restrictive of New Mexico State

Engineer requirements and/or Federal regulations.

The Contractor will only be reimbursed for the footage drilled on the test hole and for moving to an alternate location.

If the hole is lost due to negligence, incompetence, or malpractice on the part of the Contractor or his personnel, or to the use of defective or unsuitable equipment, the Government will notify the contractor in writing of the

Contracting Officers decision on responsibility and the order the hole abandoned. If a borehole does not meet the requirements set forth herein, and if the Contractor cannot correct the borehole to the specified depth and diameter, it shall be declared lost and must be abandoned. Under these circumstances, the Contractor will fill and plug the borehole according to the most restrictive of New Mexico State

Engineer requirements and/or Federal regulations. The Contractor will drill a new test borehole as originally specified at an alternate site selected by the owner and shall not be paid for any footage drilled or for other operations performed in abandoning the borehole

WELL COMPLETION AND

PERMANENT PUMP

The well will be completed with a vertical turbine lineshaft pump and 3 phase electric motor. The Contractor shall provide a motor and pump capable of providing 115 to 145 gallons per minute. The pump is planned to be installed at a depth of three hundred sixty (360) feet. A sketch and engineering plan for the proposed pump installation and electrical controls is found in the attached drawings.

Based on the water bearing formation and head depth found after drilling, the contractor shall determine and provide the best motor size and bowel/stage configuration. The contractor shall provide a complete and operable system.

The principal equipment includes but not limited to the pump designed to pump to the existing water line connection point with 4 inch gate valves. The existing underground water line is asbestos cement pipe of either 4 inch or 6 inch diameter. The

Contractor shall remove and dispose of up to forty (40) feet of asbestos cement pipe. The Contractor shall provide all materials (pipe and fittings) to make a connection to the existing water line, including excavating the line. The

White Sands Missile Range Water

Utility Shop will connect the

Contractor's new line to the existing asbestos cement line. The Contractor is responsible for all materials and backfilling all utility trenches.

An acceptance test, not to exceed sixty

(60) minutes, to verify pump and motor operation plus well measuring and pumping capacity shall be performed by the contractor. The contractor will collect bacteriological and inorganic water samples at this time and test for potable use. Final acceptance of the well and pump installation by the owner will not be made until the results of these test are known. Payment for performing the acceptance test should be included in the price of furnishing and installing the permanent pump.

The contractor will provide for water quality testing services.

INFORMATION TO BE FURNISHED

WITH BID

Contractors shall submit with his/her bid description of the direct circulation drilling rig and equipment he proposes to use on this project. He/she shall certify that he has been engaged in the business of drilling, constructing and developing direct circulation rotary type gravel packed wells for no less than five

(5) years. The contractor's bid shall also include a list of his most recent past experiences in like work and it shall contain the names, addresses and telephone numbers of at least five owners of similar wells.

These references will be checked and the driller's performance on these contracts verified before any contract award is made. Statements of

Qualifications are acceptable if they contain the requested information.

The contractor shall also submit with his bid a photocopy of his New

Mexico's well driller's license, and his

New Mexico Contractor's license. The contractor will list major suppliers and all proposed sub-contractors that he intends to use in the course of this project. Contractors shall include with their bid a copy of the gravel pack specifications they intend to use and a copy of the pump curve showing the brand and model of permanent pump they have quoted.

WS-28600-2018-G-03

MAR WELL No. 1 REPLACEMENT

WELL PLAN PART 3

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DRAWN

NUMBER DATE

PLATE

APPROVEDBY

100% BID SET

WELL PLAN PART 3

WS-28600-2018-C-01

MAR WELL No. 1 REPLACEMENT

FENCE DETAILS

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DRAWN

NUMBER DATE

PLATE

APPROVEDBY

100% BID SET

AutoCAD SHX Text X

AutoCAD SHX Text

FABRIC WIDTH

AutoCAD SHX Text 3'-4"

AutoCAD SHX Text 6"

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10'-0" MAXIMUM

AutoCAD SHX Text 6"

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3'-4" MIN.

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16" MIN. DIA.

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CONCRETE BASE

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BRACE RAIL

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LINE POST

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LINE POST

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GRADE

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10" MIN. DIA.

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FABRIC

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TENSION BAR

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CARRIAGE BOLT

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FABRIC

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PULL POST

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LINE POST

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TRUSS ROD

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TRUSS ROD

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10'-0" MAX.

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10'-0" MAX.

AutoCAD SHX Text 10'-0"

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FENCE POST

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NO SCALE

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NO SCALE

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STEEL POST SCHEDULE

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USE AND SECTION

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MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

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CORNER, END & PULL POSTS

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TUBULAR - ROUND

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LINE POSTS

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TUBULAR - ROUND

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TUBULAR - ROUND

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TUBULAR - SQUARE

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H-SECTION

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C-SECTION (ROLL-FORMED)

AutoCAD SHX Text 2.375" O.D.

AutoCAD SHX Text 2.875" O.D.

AutoCAD SHX Text 4.00" O.D.

AutoCAD SHX Text 1.90" O.D.

AutoCAD SHX Text 1.66" O.D.

AutoCAD SHX Text

1.50" SQ.

AutoCAD SHX Text 1.625" X 1.50"

AutoCAD SHX Text 1.625" X 1.25"

AutoCAD SHX Text X

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

BOTTOM RAIL

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DOUBLE RAIL END

AutoCAD SHX Text

LINE POST

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FABRIC

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BOTTOM RAIL

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NO SCALE

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SECURE SIDE

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CONCRETE BASE

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1/2 " (TYP.)

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TOP TENSION WIRE

AutoCAD SHX Text

TOP TENSION WIRE

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BOTTOM & BRACE RAILS

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TYPE FE5 - CHAIN-LINK FENCE WITHOUT BARBED-WIRE APRON

AutoCAD SHX Text

TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER

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TYPE FE7 - CHAIN-LINK FENCE W/BARBED-WIRE ON DOUBLE OUTRIGGER

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TYPE FE8 - CHAIN-LINK FENCE W/BARBED-WIRE AND BARBED-TAPE

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ON DOUBLE OUTRIGGER

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TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM

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TBR - FENCE WITH TOP AND BOTTOM RAILS

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TWB - TENSION WIRE TOP AND BOTTOM

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TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL

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FINAL NUMBER IS FABRIC WIDTH IN INCHES.

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#8 AWG SOLID

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COPPER WIRE

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PROVIDE BRACE PANEL WHENEVER

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STRAIGHT RUNS EXCEED 500 FEET.

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BARBED-WIRE APRON

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ON EXTENSION ARMS

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CHAIN-LINK FABRIC

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(9 GAGE, 2" MESH)

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10'-0" MAXIMUM

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LINE POSTS TO BE EQUALLY SPACED

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%%UBRACE RAIL ATTACHMENT

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%%ULINE POST ATTACHMENTS

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%%UTENSION BAND DETAIL

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%%UEND OR GATE POST DETAIL

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%%UCHAIN-LINK SECURITY FENCE DETAIL

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%%UFASTENING DETAILS

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%%UBRACE RAIL CLAMP DETAIL

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%%UTRUSS ROD AND BAND

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%%UBOTTOM RAIL DETAILS

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%%UBRACE PANEL DETAIL

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%%UGROUNDING DETAIL

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FABRIC WIDTH 72" OR LESS

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FABRIC WIDTH 84" TO 96"

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FABRIC WIDTH 108" AND OVER

AutoCAD SHX Text

BARBED WIRE (TYP.)

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-10"

AutoCAD SHX Text

LOCK PIN (TYP.)

AutoCAD SHX Text

3/8 " PLAIN PIN

AutoCAD SHX Text

RIVETED FLUSH (TYP.)

AutoCAD SHX Text

3/8 " PLAIN PIN

AutoCAD SHX Text

RIVETED FLUSH (TYP.)

AutoCAD SHX Text

%%ULINE POST

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%%UEXTENSION ARM DETAILS

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%%UCORNER POST

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DEGREES

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DEGREES

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TENSION WIRE

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%%UNOTES: PROVIDE FE6 FENCE AND GATES

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%%UFENCE LEGEND:

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%%UEXAMPLES:

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CORNER, END,

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OR PULL POST

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TIE WIRES

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(TYP)

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TIE WIRES

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(12" O.C. MAX)

AutoCAD SHX Text

(TYP)

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6"(TYP)

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7.5"(TYP)

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TRUSS ROD

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(3/8" MIN.

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DIA.)

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TENSION BAR TO ENGAGE

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EACH FABRIC LINK

AutoCAD SHX Text

TENSION BAND (15" O.C. MAX.

AutoCAD SHX Text

AND WITHIN 4" FROM TOP AND

AutoCAD SHX Text

BOTTOM OF FABRIC)

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9-GAGE STEEL

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TIE WIRES

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(12" O.C. MAX.)

AutoCAD SHX Text

BOTTOM OF

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FABRIC

AutoCAD SHX Text

3/8 " CARRIAGE

AutoCAD SHX Text

BOLT W/PEENED

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THREADS

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9-GAGE STEEL

AutoCAD SHX Text

TIE WIRES

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(12" O.C. MAX.)

AutoCAD SHX Text

MOLDED EXOTHERMIC

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WELD OR APPROVED

AutoCAD SHX Text

CLAMP-TYPE FITTING

AutoCAD SHX Text

OF COPPER

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3/4 " DIA.

AutoCAD SHX Text

COPPER-CLAD

AutoCAD SHX Text

STEEL GROUND

AutoCAD SHX Text

ROD

AutoCAD SHX Text

BRACE

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RAILS

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BRACE

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RAILS

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LINE

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POST

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TRUSS ROD

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(3/8" MIN. DIA.)

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TENSION

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BAND

AutoCAD SHX Text 12"

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%%UNOTE:

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NO SCALE

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NO SCALE

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NO SCALE

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ENDS TWISTED AT

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LEAST 3 FULL TURNS

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1. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED

AutoCAD SHX Text

ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK

AutoCAD SHX Text

FABRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA.

AutoCAD SHX Text

BOTTOM

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RAIL

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1" MAX

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2. ONLY 9-GAGE GALVANIZED STEEL TIE WIRES SHALL BE USED

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FOR FASTENING THE FENCE FABRIC TO FENCE POSTS AND RAILS.

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16-GAGE, STAINLESS STEEL TIE WIRES SHALL BE USED

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FOR FASTENING FENCE FABRIC TO TENSION WIRES. HOG RINGS

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SHALL NOT BE ALLOWED ON SENSORED FENCES.

AutoCAD SHX Text

3. BOTTOM RAIL SHALL BE ATTACHED TO DOUBLE RAIL ENDS USING

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3/8 " CARRIAGE BOLTS AS SHOWN. ADDITIONAL HOLES SHALL BE

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DRILLED THROUGH THE BOTTOM RAIL ENDS TO INSURE THAT CARRIAGE

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BOLTS PASS THROUGH THE BOTTOM RAIL AS SHOWN.

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9-GAGE STEEL TIE WIRE

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(15" O.C. MAX. AND

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WITHIN 4" FROM

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TOP AND BOTTOM

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OF FABRIC)

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FE6-TR-72 - CHAIN-LINK SECURITY FENCE WITH BARBED-WIRE

AutoCAD SHX Text

ON SINGLE OUTRIGGER, TOP RAIL, AND 72 INCH FABRIC

AutoCAD SHX Text

WIDTH.

AutoCAD SHX Text

FE5-TWB-84 - CHAIN-LINK SECURITY FENCE WITH NO APRON,

AutoCAD SHX Text

TOP AND BOTTOM TENSION WIRE, AND 84 INCH

AutoCAD SHX Text

FABRIC WIDTH.

AutoCAD SHX Text

TRUSS ROD

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(3/8" MIN. DIA.)

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1" MAX.

AutoCAD SHX Text

TO BOTTOM

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OF FABRIC

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INSTALL NEW TYPE FE6 GROUNDED CHAIN-LINK FENCE

W/BARBED-WIRE ON SINGLE OUTRIGGER

WS-28600-2018-C-02

MAR WELL No. 1 REPLACEMENT

GATE DETAILS

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DRAWN

NUMBER DATE

PLATE

APPROVEDBY

100% BID SET

AutoCAD SHX Text x

AutoCAD SHX Text

LEAF

AutoCAD SHX Text

FENCE FABRIC

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

GATE OPENING

AutoCAD SHX Text

3 STRANDS OF BARBED

AutoCAD SHX Text

WIRE (TYP.)

AutoCAD SHX Text

FENCE FABRIC (TYP.)

AutoCAD SHX Text

DIRECTION GATE SWING (TYP.)

AutoCAD SHX Text

CHAIN LINK

AutoCAD SHX Text

FABRIC

AutoCAD SHX Text

LINE POST

AutoCAD SHX Text x

AutoCAD SHX Text

FENCE FABRIC

AutoCAD SHX Text

VERTICAL BARBED

AutoCAD SHX Text

WIRE APRON

AutoCAD SHX Text

SINGLE OUTRIGGER

AutoCAD SHX Text

TO UNSECURE SIDE

AutoCAD SHX Text

BRACE RAIL

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LATCH

AutoCAD SHX Text

BRACE RAIL

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GRADE LINE

AutoCAD SHX Text

TRUSS ROD

AutoCAD SHX Text

TRUSS

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ROD

AutoCAD SHX Text 6"

AutoCAD SHX Text

GATE FRAME

AutoCAD SHX Text

BRACE RAIL (TYP)

AutoCAD SHX Text

HINGES (TYP)

AutoCAD SHX Text

TRUSS ROD (TYP)

AutoCAD SHX Text

BRACE RAIL (TYP)

AutoCAD SHX Text

LINE POST

AutoCAD SHX Text

GRADE LINE

AutoCAD SHX Text

GATE FRAME

AutoCAD SHX Text

PAVED SUFACE

AutoCAD SHX Text

BITIMINOUS

AutoCAD SHX Text

SAND/GRAVEL

AutoCAD SHX Text

1/2 " DIA. DROP ROD

AutoCAD SHX Text

(INDUSTRY STANDARD)

AutoCAD SHX Text 36"

AutoCAD SHX Text 1"

AutoCAD SHX Text 43"

AutoCAD SHX Text 48"

AutoCAD SHX Text 12"

AutoCAD SHX Text

6" DIA.

AutoCAD SHX Text

P.C. CONC.

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 10"

AutoCAD SHX Text 6"

AutoCAD SHX Text

GATE POST SCHEDULE

AutoCAD SHX Text

GATE LEAF WIDTH

AutoCAD SHX Text

OUTSIDE DIMENSION

AutoCAD SHX Text

(NOMINAL)

AutoCAD SHX Text

(NOMINAL)

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6' OR LESS

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2.875" OD

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2.5" SQ

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4.0" OD

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MORE THAN 18'

AutoCAD SHX Text

8.625" OD

AutoCAD SHX Text

6.625" OD

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DROP ROD

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GATE OPENING

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GATE LEAF

AutoCAD SHX Text 6"

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3 STRANDS OF BARBED

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WIRE (TYP.)

AutoCAD SHX Text x

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CHAIN-LINK

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FABRIC

AutoCAD SHX Text

HINGE

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HINGE

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3 HORIZONTAL STRANDS

AutoCAD SHX Text

OF BARBED WIRE

AutoCAD SHX Text

3 STRANDS OF BARBED

AutoCAD SHX Text

WIRE (TYP.)

AutoCAD SHX Text x

AutoCAD SHX Text A

AutoCAD SHX Text

TOP TENSION WIRE

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OR RAIL AS SPECIFIED

AutoCAD SHX Text

TOP TENSION WIRE OR

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RAIL AS SPECIFIED (TYP)

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%%UOFFSET HINGE

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%%USTANDARD HINGE

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%%UGATE KEEPER

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%%USWING GATE DETAILS

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(TO HOLD GATE OPEN)

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NO SCALE

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NOTES:

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2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH

AutoCAD SHX Text

ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED.

AutoCAD SHX Text

3'-10" FOR POSTS 8 5/8 " 0. D.

AutoCAD SHX Text

3'-4" FOR POSTS 6 5/8 " O. D.

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3'-0" MIN. FOR POSTS

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4" O. D. & LESS

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LATCH

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ASSEMBLY

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GATE

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POST

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3 STRANDS

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OF BARBED

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WIRE

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6" DIA.

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P.C. CONC.

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16" DIA. MIN. FOR GATE

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POSTS 4" O. D. & LESS

AutoCAD SHX Text

24" DIA. FOR GATE

AutoCAD SHX Text

POSTS OVER 4" O.D.

AutoCAD SHX Text

3/8 " DIA. TRUSS

AutoCAD SHX Text

RODS (TYP)

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2" MIN 4" MAX

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1" ID

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STEEL PIPE

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%%UPLAN

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%%UDOUBLE SWING GATE (TYPE FE-6 FENCE)

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%%UELEVATION

AutoCAD SHX Text A

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%%UDROP ROD FOUNDATION

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NO SCALE

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NO SCALE

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%%UPERSONNEL GATE

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%%UTYPE FE-6 FENCE

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%%ULATCH ASSEMBLY

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%%UDROP ROD ASSEMBLY

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1. FOR NON-SENSORED FENCES, DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS

AutoCAD SHX Text

AND ARE NOT INTENDED TO LIMIT OTHER TYPE OF FENCE SECTIONS AND

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METHODS OF INSTALLATION WHICH COMPLY WITH THE SPECIFICATIONS.

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4. GATES SHALL BE DESIGNATED AS FOLLOWS:

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FENCE TYPE FE6

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FENCE HEIGHT 72 INCHES

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TYPE OPENING 4 FOOT SO (SINGLE OPENING)

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16 FOOT DO (DOUBLE OPENING)

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HINGE - RA (STANDARD)

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- HO (OFFSET)

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OPENING - FEET (CLEAR OPENING BETWEEN GATE POSTS)

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GREATER THAN 6' TO 12'

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GREATER THAN 12' TO 18'

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BOTTOM TENSION

AutoCAD SHX Text

WIRE OR RAIL AS

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SPECIFIED (TYP)

AutoCAD SHX Text

BOTTOM TENSION

AutoCAD SHX Text

WIRE OR RAIL AS

AutoCAD SHX Text

SPECIFIED

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3. ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM F900

AutoCAD SHX Text

1.90" NOMINAL (ROUND) OR 2.00" NOMINAL (SQUARE). GATE FRAMES

AutoCAD SHX Text

SHALL BE OF WELDED CONSTRUCTION OR SHALL BE ASSEMBLED USING

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HEAVY FITTINGS. AT CONTRACTOR'S OPTION A WELDED HORIZONTAL

AutoCAD SHX Text

BRACE MAY BE USED IN LIEU OF TRUSS RODS TO BRACE ALL-WELDED GATE

AutoCAD SHX Text

FRAMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID

AutoCAD SHX Text

CONSTRUCTION OF ALL GATES SUPPLIED.

AutoCAD SHX Text

INSTALL TWO GATES

AutoCAD SHX Text

ONE 16 FOOT DO (DOUBLE OPENING)

ONE 4 FOOT SO (SINGLE OPENING)

18'-0"

UNDERGROUND WATER LINE

TO EXISTING ASBESTOS CEMENT

PIPE SUPPORT

40" SQUARE

BLOW OFF

UNDERGROUND WATER LINE

TO EXISTING ASBESTOS CEMENT

ADJUSTABLE PIPE SUPPORTS

PLAN NORTH

MAY USE PVC PIPE BEYOND

THIS POINT TO CONNECT TO

EXISTING WATER LINE

1. Well head

2. Flexible restrained coupling

3. Air release valve

4. 4" inline swing check valve

5. 5 Hose bib and pressure line to pressure transducer/transmitter

6. 4" electromagnetic flow meter and transmitter a, Siemens sirens f m 5000 transmitter and Sitrans f m

5100 w sensor

7. 4"x45° elbow to divert discharge line below grade

8. Discharge pipe angles below slab and grade

9. Min. 2'x3' concrete blockout in slab for discharge pipe, independent from floor slab (may use sakrete)

10. 10 4" gate valve

11. 4"x45° elbow to divert blowoff line above grade

12. 4"x45° elbow to divert blowoff line horizontal

13. Cast iron body flap valve w/bronze disc ring and bronze ring seat 12" above splash block

14. Concrete splash block min. 36”x18”x3-7/8”

15. 15 4” diameter floor drain. Slope floor towards drain inch/foot.

16. 4” diameter schd 40 drain pipe with grate on discharge end, extend pipe 10' beyond fence line, min. slope inch/foot. Sleeve line through footing if needed.

17. 3”-6” riprap drain field 3' wide x 3' long x 3' deep

18. Insulated hollow metal door and frame, 3'-0" x 7'-0"

19. Concrete door stoop, min. 3.5' x 3.5' x 6”

20. 20 Area within dashed lines to remain clear of structure, electrical conduit, lights, pluming, etc. to allow for removal of pump equipment through roof hatch. Roof hatch (min. 4'x4') centered over well head.

KEYED NOTES

WS-28600-2018-M-01

MAR WELL No. 1 REPLACEMENT

WELL HOUSE PIPING

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DRAWN

NUMBER DATE

PLATE

APPROVEDBY

100% BID SET

AutoCAD SHX Text

WELL HOUSE PIPPING PLAN

AutoCAD SHX Text

WELL HOUSE PIPPING ELEVATION

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

2.0'

3000 PSI

CONCRETE

1.5'

LENGTH/HEIGHT

UNDISTURBED

EARTH

LENGTH

UNDISTURBED

EARTH

2.0'

3000 PSI

CONCRETE

LENGTH

UNDISTURBED

EARTH

2.0'

UNDISTURBED

EARTH

O.D. OF PIPE + 8"

3000 PSI

CONCRETE

2.0'

PLAN VIEW-CONCRETE BLOCKING FOR TEE

UNDISTURBED

EARTH

LENGTH

2500 PSI

CONCRETE

2.0'

CONCRETE BLOCKING FOR 45° BEND

CONCRETE BLOCKING FOR ELBOW

CONCRETE BLOCKING FOR PLUG/CAP

ELEVATION-CONCRETE BLOCKING

NOT TO SCALE

THRUST BLOCKING AT BENDS

NOTE: CONCRETE STRENGTH 3000 PSI.

VALVE

SIZE

12"

16"

10"

24"16"

24" 36"

10"

12"

14"

20"

22"

24"

4" 8"

12"6"

VALVE SUPPORT TABLE

NOT TO SCALE

VALVE SUPPORT TABLE

6" 12" 22" 8"4"

WS-28600-2018-M-02

MAR WELL No. 1 REPLACEMENT

THRUST BLOCK DETAILS

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DRAWN

NUMBER DATE

PLATE

APPROVEDBY

100% BID SET

AutoCAD SHX Text

3'-0" MIN. SQUARE

AutoCAD SHX Text 6"

AutoCAD SHX Text 6" x 6"-

AutoCAD SHX Text

10/10 WWF

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VARIABLE

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TYPICAL VALVE BOX DETAILS

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NOTE: WORD "WATER" CAST INTO CENTER OF CAST IRON CAP

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ETCH IN CONCRETE VALVE SIZE AND WATER LINE DIRECTION

AutoCAD SHX Text

WATER LINE

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FINISHED

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GRADE

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MANUFACTURED

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C.I. VALVE BOX

N.T.S.

COMPACTED SUBGRADE MIN. 8" BELOW

SLAB AND FOOTINGS, ASTM 1557

3500 PSI CONCRETE FLOOR AND

FOOTINGS AIR ENTRAINED

FLOOR SLAB #4 BAR @ 18" O.C. EA. WAY

4-#4 BAR CONT.

#3 STIRRUPS AT 24" O.C.

TYPICAL CONTINUOUS FOOTING

TYPICAL SECTION DETAIL

TYPICAL SECTION DETAIL FOOTING FACE

TYPICAL SECTION DETAIL

BUILDING SLAB PERIMETER

MIN. 2'X3' CONCRETE BLOCKOUT IN SLAB FOR DISCHARGE

PIPE, INDEPENDENT FROM FLOOR SLAB (MAY USE SAKRETE)

PLAN NORTH

FF 6" ABOVE GRADE

CHAMFER EDGES

GENERAL PREFABRICATED BUILDING NOTES

PUMP HOUSE

The contractor will provide a monolithic building slab with…

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