Amendment 3 W9126G20B0046.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to modify draw ings and specifications and address bidder inquiry questions. The Bid Due Date is extended to 12 April 2021. All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 5

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W9126G20B0046

X 9B. DATED (SEE ITEM 11)

05-Mar-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer 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 you 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 APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

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.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

U0003

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

01-Apr-2021

CODE

US ARMY CORPS OF ENGINEERS FORT WORTH

819 TAYLOR ST, CT OFC RM 2A17

FORT WORTH TX 76102-0300

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9126G20B0046

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 11 00 - STANDARD FORM (SF) 1442 AND CLIN SCHEDULE

The required response date/time has changed from 05-Apr-2021 11:00 AM to 12-Apr-2021 10:00 AM.

SECTION 00 21 00 - INSTRUCTIONS, CONDITIONS AND NOTICES TO OFFERORS

The following have been modified:

SEALED BIDDING INSTRUCTIONS

SEALED BIDDING

INSTRUCTIONS

1. INQUIRIES

BIDDER'S QUESTIONS AND COMMENTS

All questions and/or comments are to be submitted via ProjNet.

Bidder Inquiry in ProjNet at http://www.projnet.org/projnet

To submit and review bid inquiry items, bidders will need to be a current registered user or self-register into system. To self-register go to web page, click BID tab select Bidder Inquiry, select agency USACE, enter Key for this solicitation listed below, and your e-mail address, click login.

Fill in all required information and click create user. Verify that information on next screen is correct and click continue.

From this page you may view all bidder inquiries or add inquiry.

Bidders will receive an acknowledgement of their question via email, followed by an answer to their question after it has been processed.

The Solicitation Number is: W9126G20B0046 The Bidder Inquiry Key is: 4IG5W4-EK8JQN

Last day to submit ProjNet questions is 5 business days prior to bid open date in order to ensure adequate time is allotted to form an appropriate response and amend the solicitation, if necessary.

Bidders are requested to review the specification in its entirety, review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

The call center operates weekdays from 8AM to 5PM U.S. Central Standard Time Zone (Chicago). The telephone number for the Call Center is 800-428-HELP.

2. DIRECTIONS FOR SUBMITTING BIDS

1. In an effort to reduce paperwork and cost, ALL proposals shall be submitted electronically to deltori.j.thompkins@usace.army.mil..

To request and receive a drop-off for this solicitation, the bidder must email the following at least two (2) working days before the proposal due date. Include the solicitation number, W9126G20B0046, in your Email Subject Line.

Contracting Officer: Nicholas Johnston, nicholas.l.johnston2@usace.army.mil , 817-886-1006 Contract Specialists: SFC Thompkins, Deltori.j.thompkins@usace.army.mil , 817-886-1271

3. INSTRUCTIONS TO BIDDERS

SPECIAL INSTRUCTIONS PERTAINING TO ELECTRONIC BIDS SUBMISSION (FAR

14.302 & 14.304)

a. All bids and a electronic copy of the SF24 Bid Bond MUST be received via email to deltori.j.thompkins@usace.army.mil and no later than 12 April 2021 at 10:00 AM (CT).

No hard copy bids will be accepted. NO LATE BIDS WILL BE OPENED.

b. Electronically submitted Bids must include the completed SF 1442 (in accordance with FAR 52.214-18), Acknowledgement of all amendments, completed CLIN schedule, and a copy of the original Bid Bond.

c. Bids received will be publicly opened at the following location:

US Army Engineer District, Fort Worth ATTN: SFC Deltori J. Thompkins 819 Taylor St, Room 2A17 Fort Worth, TX 76102 26 March 2021 2:00 PM (CT)

d. Teleconference Dial-in Information for the public is:

WebEx Phone Line #2:

Phone: (844) 800-2712 Host Access: 43381587 Attendee Access: 43377971 Pin: 8286

f. SENDING FILES. In an effort to reduce paperwork and reduce cost, all bids shall be submitted electronically. All submissions should be in Adobe PDF format.

Title the file(s) in the following format:

W9126G20B0046_COMPANY NAME_DESCRIPTION

Upload Completion & Deadline. Interested parties shall submit responses no later than the date specified on solicitation document. The time & date of bid receipt will be the upload completion / delivery time & date recorded.

g. Original copies of the Bid Bond shall be submitted to the following point of contact two (2) business days after the bid due date.

US Army Engineer District, Fort Worth ATTN: SFC Deltori J. Thompkins 819 Taylor St, Room 2A17 Fort Worth, TX 76102-0300

h. BIDS BY TELEGRAPH. Bids received by telegraph, modifications thereto, or cancellations of Bids will NOT BE ACCEPTED.

i. FACSIMILE BIDDERS. Facsimile bidders, modifications thereto, or cancellations of bids will

NOT BE ACCEPTED.

j. EMAIL. Modifications and cancellations of bids will be accepted if received by the time specified in the solicitation.

k. RESPONSIBILITY. Award will be made to the lowest, responsible bidder whose bid, conforming to the invitation for bids, will be the most advantageous to the Government. To be determined responsible, the apparent low bidder shall:

(1) Have adequate financial resources to perform the contract, or the ability to obtain them. The contractor will be required to provide the Name of the Financial Institution, POC, and phone number.

(2) Have a satisfactory performance record. The contractor shall have no performance annotated with an individual rating of less than SATISFACTORY within the last six years.

(3) Have a satisfactory record of integrity and business ethics. Awardee will be required to provide at least three (3) references for like work, to include Business Name, Point of Contact, and telephone number.

(4) Have the necessary organization, experience, accounting and operational controls, and technical skills, or the ability to obtain them (including, as appropriate, such elements as production control procedures, property control systems, quality assurance measures, and safety programs applicable to materials to be produced or services to be performed by the prospective contractor and subcontractors).

(5) Have the necessary production, construction, and technical equipment and facilities, or the ability to obtain them; and

(6) Be otherwise qualified and eligible to receive an award under applicable laws and regulations

4. NOTIFICATION OF UNSUCCESSFUL BIDDERS. All contract award information for this solicitation will be published electronically on BetaSam at www.beta.sam.gov Solicitation Number W9126G20B0046. Written unsuccessful bidder letters will not be issued.

5. PREPROPOSAL CONFERENCE / SITE VISIT

SITE VISIT. See FAR clause 52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) –

ALTERNATE I (FEB 1995)

IMPORTANT NOTES. (1) Remarks and explanations addressed during the conference shall not qualify or alter the terms and conditions of the solicitation. (2) The terms and conditions of the solicitation remain unchanged unless the solicitation is formally amended in writing.

(End of Summary of Changes)

31 March 2021

Solicitation Number:

Date of Issue:

Amendment #:

SUBJECT: Amendment # 0003 to Specifications, Solicitation No. W9126G20B0046 J85 Engine Test Cell Pad, Randolph AFB, TX

TO: USACE, Prospective Contractors and Others Concerned

1. The drawings and specifications for subject project are hereby modified as follows:

a. DRAWINGS: (Re-issued and descriptive) a.1 Sheet S-101, replace entirely with Sheet S-101, Amendment #3.

a.2 Sheet S-201, replace entirely with Sheet S-201, Amendment #3.

a.3 Sheet ES101, replace entirely with Sheet ES101, Amendment #3.

a.4 Sheet ES102, replace entirely with Sheet ES102, Amendment #3.

a.5 Sheet E-101, replace entirely with Sheet E-101, Amendment #3.

b. SPECIFICATIONS: (Issued) b.1 Add Specification Section 09 24 23 CEMENT STUCCO b.2 Add Specification Section 22 15 13.16 40 HIGH-PRESSURE

COMPRESSED-AIR PIPING

c. SUMMARY OF AMENDMENT:

c.1 Amendment issued to clarify bidder inquiries. The remainder of the referenced solicitation remains unchanged.

Attachments:

Re-issued Drawings (5 sheets):

J85-Solicitation-Amended Drawings-AM#3

Issued Specifications:

Section 09 24 23 CEMENT STUCCO (Amendment 0003) Section 22 15 13.16 40 HIGH-PRESSURE COMPRESSED-AIR PIPING (Amendment 0003)

Amendment No. 0003, 31 March 2021

1 | P a g e

J85 Engine Test Cell Pad, JBSA-Randolph, TX Inquiries provided to AE 291700MAR21 via email due to ProjNet closure.

1. A compressed air line is called out in several places on the CU utility drawings. Buried CASS line profile A1/C-202 calls out a 6inch HDPE SDR-11 CASS LINE however there is no specification section for the compressed air line found in the specification book. Please provide a specification for the compressed air line.

AE Response: Spec Section 22 15 13.16 40 High-Pressure Compressed-Air Piping is provided by Amendment #3.

2. Paragraph 1.7.1 and 1.7.2.1 of Section 01 30 00 says we are required to have a full-time Superintendent who is on-site full-time. Paragraph 1.5.1.1 of Section 01 35 26 says the SSHO is onsite full-time and can have no other duties. Paragraph 3.4.2 of Section 01 45 00.00 10 says the CQC System manager is onsite full-time and can have other duties. These requirements dictate a supervisory staff of three people on this project of limited scope. Many times the Corps’ RFPs allow us to have fewer staff, especially on projects of limited scope. Can you please confirm you want three full-time prime contractor supervisory staff folks for this project?

Bidder’s understanding is correct – 3 full time personnel are required on this project: 1. Site Superintendent, 2. Quality Control (QC) manager, and 3. Site Safety and Health Officer (SSHO).

3. Drawing C-508 shows details for 24” x24” masonry fence columns which, according to Note 2 on this drawing, are to be “covered with stucco”. There is no specification for the stucco work at the fence posts. Please provide a detail and specification for the stucco.

AE Response: Refer to C-508 for available fence details for matching the existing fence. Spec 09 24 23 Cement Stucco is provided by amendment #3.

4. Drawing C-508 shows details of the fence. Detail A3 shows a spacing between columns of 8’ maximum and “match existing” What is the spacing of the existing posts? Is an 8’ spacing acceptable?

Please clarify the spacing between fence columns.

AE Response: Spacing between existing posts is approximately 8 feet. Per Detail A3, C-508, spacing at 8 feet is acceptable.

5. Section 2 on Sheet S-201 shows ¼” diameter F1554 bolts however D2/S-101 shows 1” diameter bolts. Please clarify if these anchor bolts are ¼” or 1” diameter.

AE Response: D2/S-101 shows correct 1” diameter. Detail 2/S-201 is revised by amendment #3.

6. Section 3 on Sheet S-201 shows ¼” diameter F1554 bolts however S-101 shows 5/8” diameter bolts. Please clarify if these anchor bolts are ¼” diameter or 5/8” dia.

AE Response: S-101 shows correct 5/8” diameter. Detail 3/S-201 is revised by amendment #3.

7. Section 4 on Sheet S-201 shows ¼” diameter F1554 bolts however S-101 shows 3/4” diameter bolts. Please clarify if these anchor bolts are ¼” or 3/4” diameter.

AE Response: S-101 shows correct 3/4” diameter. Detail 4/S-201 is revised by amendment #3.

8. Detail D1 on Sheet S-101 shows a plate and anchor bolts. Please provide the thickness of this plate and the length of the anchor bolts.

AE Response: For D1/S-101, plate thickness is ¾”. S-101 is revised by amendment #3.

9. Sheet ES102 shows a scale of 1”=10’. Using this scale, the line representing conduit for new fiber and copper to be pulled between MH-379 and MH-B scales to be about 300’ in total length. On Google earth it is scaling to around 2,300Ft. Please verify the scale on sheet ES102.

AE Response: Scale on ES102 is revised to 1”=80’. Refer to Amendment #3 drawings.

10. Note 8 on Sheet ES101 talks about providing slack for the fiber optic and copper communications. It goes on to say to coordinate disconnection of existing cabling and termination of new cabling with 502 Communication Squadron. Since the test cell is not part of this project please confirm that no termination of any communications are required. If we are required to terminate this cable please provide all of the requirements for the termination.

AE Response: ES101 Site Plan is revised to indicate location of Building 9. Per Note 8, termination requirements are to be coordinated with 502nd Comm Squadron. Point of contact information is added.

Refer to Amendment #3 drawings.

11. Please provide the dimension of the Pull Boxes Marked “PB” on drawing ES101.

AE Response: ES101 is revised to add note 10 - Contractor to size pull boxes per NEC. Refer to Amendment #3 drawings.

12. Section 26 20 00 paragraph 2.7.7 Wire and Cable for 400Hz Circuits shows them to be Insulated Copper. Keyed Note 5 on ES101 says that “New cabling shall match existing cabling quantity and type.

This is not enough information to purchase wire. Please specify the type of conductors for extending the 400Hz.

AE Response: Refer to keyed note 5, ES101, 2nd sentence – contractor to provide 3 #1, #6G.

13. Keyed Note 10 on Drawing E-101 calls for an above-grade exterior pull box. Please confirm that it is NEMA 3R.

AE Response: Keyed Note 10, E-101 is revised to indicate NEMA 3R. Refer to Amendment #3 drawings.

14. There is a spec section 09 96 00, High Performance Coatings. It calls out heat resistant coatings and epoxy coatings. I cannot find where these are to be used on the drawings. Where are the products specified in Section 09 96 00 to be applied?

AE Response: Refer to paragraph 3.1 of 26 05 00.00 40. The third sentence of the third paragraph indicates to follow Section 09 96 00 for all outdoor installations. Refer to paint requirements noted on C- 508 concrete pillars and C-509 typical bollard.

15. I only see caulking at the pavement joints on CP100, S-101, and associated pages. There are 3 spec sections associated with caulking (07 84 00, 07 92 00, and 32 01 19.61). Where are the products in each of these three specification sections to be applied?

AE Response: For application of 07 84 00, refer to paragraph 3.1.7. of Section 33 82 00. For application of 07 92 00, refer to paragraph 3.1.4.3. of Section 22 00 00. For application of 32 01 19.61, refer to joint sealant details B2, B4, and A1 on C-503.

16. There are several Floor Drains shown on P-100 that are not in a restroom. Do the floor drains outside of the restroom require P-Traps?

AE Response: On P-100, floor drains connected to oil/water storage system do not require P-traps.

17. Keyed Note 3 on P-100 says to install the sanitary waste lines (typ of 4) through the slab to a height of 1ft above the slab. Please verify if one of these is a floor drain so we can plan to cast it in the slab.

AE Response: Keyed Note 3 on P-100 shows stub ups for connection to restroom building drainage outlets. None are floor drains.

Randolph Air Force Base J85 Engine Test Cell Pad RA19J85

AMENDMENT NO. 0003

SECTION 09 24 23

CEMENT STUCCO

08/17

AMENDMENT NO. 0003

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM C150/C150M (2018) Standard Specification for Portland Cement

ASTM C206 (2014) Standard Specification for Finishing Hydrated Lime

ASTM C841 (2003; R 2013) Installation of Interior Lathing and Furring

ASTM C847 (2014a) Standard Specification for Metal Lath

ASTM C897 (2015) Aggregate for Job-Mixed Portland Cement-Based Plasters

ASTM C926 (2020) Standard Specification for Application of Portland Cement-Based Plaster

ASTM C933 (2014) Welded Wire Lath

ASTM C1032 (2014) Standard Specification for Woven Wire Plaster Base

ASTM C1063 (2019a) Standard Specification for Installation of Lathing and Furring to Receive Interior and Exterior Portland Cement-Based Plaster

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Lath

SECTION 09 24 23 Page 1

SD-03 Product Data

Proportions and Mixing

Recycled percentage of fly ash in Portland cement ; S

Recycled Content for steel framing ; S

Recycled Content for metal lath ; S

SD-04 Samples

Colored Stucco Finish Coat

Sample Panel ; G

1.3 QUALITY ASSURANCE

Submit a SAMPLE PANEL as follows: A sample panel of stucco, constructed at the jobsite, and located as directed, to demonstrate installation procedures, texture and color, prior to proceeding with any stucco work;

panel size must be a minimum of 4 feet wide x 8 feet high; containing each type accessory proposed for use and constructed in the vertical position.

Sample panel must have exposed reinforcement at the edges. Each phase of installation such as framing, scratch coat, brown coat, finish coat and curing procedures must be demonstrated in the construction of the panel.

Submit one 12 inch square of reinforcement and one 12 inch length of each accessory proposed for use, prior to constructing the sample panel.

1.4 DELIVERY, STORAGE, AND HANDLING

Deliver packaged materials to the site in the original packages and containers with labels intact and seals unbroken. Keep cementitious materials dry and stored off the ground, under cover and away from damp surfaces until ready to be used. Aggregate must be covered to prevent the absorption or loss of moisture.

1.5 ENVIRONMENTAL REQUIREMENTS

Do not apply stucco when the ambient temperature is 40 degrees F or lower, or when a drop in temperature below 40 degrees F is expected within 48 hours after application.

PART 2 PRODUCTS

2.1 PORTLAND CEMENT

Portland cement must conform to ASTM C150/C150M, white Portland cement, Type I. Provide system that has a minimum of 15% and maximum 40% fly ash. Provide data from installation contractor identifying recycled percentage of fly ash in Portland cement .

2.2 COLORED STUCCO FINISH COAT

Colored stucco finish coat must be a mill mixed product using white

SECTION 09 24 23 Page 2

Portland cement and requiring only the addition of and mixing with water for application. Color must be in accordance with the existing fence and match to it. Submit samples including both a fabricated portion of unit of work and color samples.

2.3 LIME

Lime must conform to ASTM C206, Type S.

2.4 SAND

Sand aggregate for job-mixed base coat and job-mixed finish coat stucco must conform to ASTM C897.

2.5 STEEL FRAMING

Steel framing must be as shown and must be manufacturer's standard products with shop applied protective coating.

Provide steel framing containing a minimum of 20 percent recycled content, as calculated by the sum of the percentage of post-consumer and ½ the percentage of pre-consumer recycled steel content. Provide data identifying percentage of recycled content for steel framing .

2.6 METAL LATH

Metal lath must conform to ASTM C847, types and weights in accordance with the various spacing shown in ASTM C841. Lath for vertical application on steel and wood framing supports must be expanded metal or welded or woven wire and must have paper backing with a minimum vapor permeance of 5 perms .

Woven wire lath must be a maximum 1-1/2 x 1-1/2 inch mesh wire of not less than 0.0540 inch nominal diameter and must conform to ASTM C1032. Welded wire lath must conform to ASTM C933, with openings not to exceed 2 x 2 inches . Expanded metal or wire lath must be fabricated in a manner to provide not less than 1/4 inch keying between wire and paper backing and keying must be obtained by a uniform series of slots in a perforated face paper woven between the wires.

Provide Metal Lath containing a minimum of 20 percent recycled content, as calculated by the sum of the percentage of post-consumer and ½ the percentage of pre-consumer recycled steel content. Provide data identifying percentage of recycled content for metal lath .

2.7 WATER

Provide clean, fresh, potable water, free from amounts of oils, acids, alkalis and organic matter that would be injurious to the stucco.

PART 3 EXECUTION

3.1 INSTALLATION

Do not install building construction materials that show visual evidence of biological growth.

3.2 FRAMING

Framing must be installed as indicated.

SECTION 09 24 23 Page 3

3.3 CONTROL JOINTS

Locate control joints as indicated on the drawing s. Install prefabricated control joint members prior to the application of the stucco. Clear control joints of all stucco within the control area after stucco application and prior to final stucco set.

3.4 LATH

Install lath in accordance with ASTM C841 or ASTM C1063 except as otherwise specified. Metal and wire lath must be applied straight, without buckles and with joints staggered. End laps of metal lath must be not less than 1 inch . When paper-backed lath is used, the paper must be split from the lath at all lap areas to provide a paper to paper and lath to lath lap. Horizontal joints must be shiplapped. Lath must be interrupted at all control joints. Submit drawings showing details of construction for reinforcement, furring, and grounds; including manufacturer's installation instructions for stucco materials, and locations where each mix and coating thickness will be used.

3.4.1 Steel and Wood Supports

Apply metal lath over vertical open or solid wood and steel backing frame construction only after sheathing and air barrier has been applied to the area to receive the stucco. Fasten lath every 8 inches vertically and every 16 inches horizontally; and where sheets of lath are lapped. Drive fasteners to hold both lapped edges securely in place.

3.4.2 On Concrete and Masonry

Fasten lath every 8 inches vertically and every 16 inches horizontally.

Where wood supports adjoin masonry or concrete in the same direction, provide casing bead, control joints, or reinforcement as indicated.

3.4.3 Over Metal Lintels and Flashings

Lath over metal lintels must be extended vertically over the angles to a height of not less than 6 inches and horizontally across the underside of the lintels and must be secured in an approved manner. Lath over metal flashings must lap the flashings not less than 2 inches and must be extended vertically for a height of not less than 6 inches .

3.4.4 Special Shapes, Profiles, and Contours

Special shapes, profiles, and contours must be formed with wood, metal or aluminum furring and reinforcing.

3.5 FURRING

Furring must be installed to true lines and surfaces and must be rigidly supported and secured in place.

3.6 PREPARATION OF SURFACES

Preparation of surfaces for application of stucco to solid bases such as stone, masonry or concrete must conform to the applicable requirements of

ASTM C926.

SECTION 09 24 23 Page 4

3.7 PROPORTIONS AND MIXING

Proportions and mixing for job-mixed base coat and finish coat must conform to the applicable requirements of ASTM C926. Mixing of mill-mixed finish coat must be in accordance with the manufacturer's directions.

Submit detailed description of the proposed job-mix proportions for base and finish coats; including identification of thickness of coats.

3.8 STUCCO APPLICATION

Stucco must be applied in three coats to a thickness of not less than 1 inch as measured from the back plane of metal reinforcement, exclusive of ribs or dimples or from the face of solid backing or support, with or without metal reinforcement, to the finished stucco surface, including moderate texture variations. Stucco application must conform to the applicable requirements of ASTM C926 and the following:

3.8.1 Workmanship

Items or features of the work in connection with or adjoining the stucco must be in place, plumb, straight, and true prior to beginning the stucco work. Metal and wire lath, where required, must be in place and positioned to provide a good key at back of lath. Where lath is applied over copper, the copper must be given a heavy coat of bituminous paint.

Masonry surfaces to receive stucco must be evenly dampened immediately prior to application of stucco. Each stucco coat must be applied continuously in one general direction, without allowing mortar to dry at edges. Where it is impossible to work the full dimension of a wall surface in a continuous operation, jointing must be made at a break, opening, or other natural division of the surface. Edges to be joined must be dampened slightly to produce a smooth confluence. Exterior corners of stucco must be slightly rounded. Stucco on soffit surfaces must be pitched forward to form a drip.

3.8.2 Scratch Coat

Apply scratch coat not less than 3/8 inch thick under sufficient pressure to form good keys and to completely embed the reinforcement. Before the scratch coat has set, it must be lightly scratched in one direction and vertical surfaces must be scratched in the horizontal direction only. The scratch coat must be fog cured for a minimum of 72 hours.

3.8.3 Brown Coat

Evenly dampen the scratch coat to obtain uniform suction before the brown coat is applied. There must be no visible water on the surface when the brown coat is applied. The brown coat must be applied to the scratch coat with sufficient pressure to force the stucco into the scratches and must be brought to a plumb, true, even plane with rod or straightedge. When set sufficiently, the brown coat must be uniformly floated with a dry float to promote densification of the coat and to provide a surface receptive to bonding of the finish coat. Brown coat must be fog cured for a minimum of 72 hours.

3.8.4 Finish Coat

Dampen surfaces of the brown coat not more than 1 hour before the finish coat is to be applied to a uniform wetness with no free-standing water on the surface. The finish coat must confirm and match to the existing, SECTION 09 24 23 Page 5 finish and must conform to the approved sample. Fog cure the finish coat for a minimum of 48 hours. Take care to prevent staining.

3.8.5 Surface Tolerance

When a 10 foot straightedge is placed at any location on the finished surface of the stucco, excluding rough-textured finish, the surface must not vary more than 1/8 inch from the straightedge.

3.9 CURING AND PROTECTION

Perform fog curing by applying a fine mist of water to the stucco.

Exercise care during fog curing to avoid erosion damage of the stucco surfaces. Do not use a solid stream of water. Fog not less than three times daily. Protect the stucco from the direct rays of the sun during severe drying conditions using canvas, cloth or other approved sheet material.

3.10 PATCHING AND POINTING

Replace or patch loose, cracked, damaged or defective work as directed.

Patching must match existing work in texture and color and must be finished flush.

-- End of Section --

SECTION 09 24 23 Page 6

SECTION 22 15 13.16 40

HIGH-PRESSURE COMPRESSED-AIR PIPING

11/17

AMENDMENT NO. 0003

PART 1 GENERAL

Where the deviations from specified instructions are proposed, submit the proposed deviations to the Contracting Officer for approval.

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B31.3 (2016) Process Piping

ASTM INTERNATIONAL (ASTM)

ASTM C920 (2018) Standard Specification for Elastomeric Joint Sealants

PIPE FABRICATION INSTITUTE (PFI)

PFI ES 11 (2003) Permanent Marking of Piping Materials

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Proposed Deviations ; G

SD-02 Shop Drawings

Detail Drawings ; G

SD-03 Product Data

Underground Piping ; G

Miscellaneous Materials ; G

SD-06 Test Reports

System Pressure Test ; G

SECTION 22 15 13.16 40 Page 1

SD-07 Certificates

Underground Piping

Miscellaneous Materials

1.3 QUALITY CONTROL

Submit detail drawings for high-pressure compressed-air systems consisting of fabrication and assembly drawings for all parts of work in sufficient detail to enable the Government to check conformity with the requirements of the contract documents.

PART 2 PRODUCTS

2.1 COMPONENTS

2.2 MATERIALS

2.2.1 Underground Piping

2.2.1.1 Type HDPE SDR-11

Pipe shall be pressure rated in accordance with ASTM D2837 and DIN 8077 for hydrostatic design basis. Pipe shall be manufactured to standard dimensional ratio (SDR) 7 and 11.

Based on continuous service life of 50 years at 68°F (20°C).

SDR7: 230psi (PN16) SDR11: 150psi (PN10) PN = Nominal pressure in bar

For joining, available methods shall be according to the schedule below:

DVS 2208-1 Socket: 20mm through 110mm (1/2” - 4”).

DVS 2207-1 Contact Butt: 160mm (6”) through max product size.

2.2.2 Miscellaneous Materials

2.2.2.1 Elastomer Caulk

Use a two-component, polysulfide- or polyurethane-base, elastomer caulking material conforming to ASTM C920.

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 General

Fabricate and install piping systems in accordance with the requirements of the following codes and standards except as supplemented and modified by these specifications:

a. ASME B31.3

Strict compliance is required for all systems work except where the drawings and specification require better materials and methods of installation than the minimum requirements set forth in the code or standard. In all cases, the drawings and specifications supersede code

SECTION 22 15 13.16 40 Page 2 and standards requirements.

Ensure that the installation of piping systems materials conforms to the published or written instructions of the manufacturer for the project application except as otherwise specified herein.

When proposing to deviate from specified instructions, submit the proposed deviation to the Contracting Officer for approval.

Conduct work in the presence of the Contracting Officer or Contracting Officer's Representative (COR) . Notify the Contracting Officer /COR 48 hours before start of the work.

Ensure that piping is permanently identified in accordance with PFI ES 11 .

Locate identification at points designated by the Contracting Officer and ensure that identification is marked legibly and conspicuously with yellow fluorescent aerosol paint.

Coordinate the exact location of piping among trades so that there is no interference with lighting, piping, ducts, or other construction.

Fabricate pipe to measurements established on the job, and carefully work the piping into place without springing or forcing. Make adequate provision for absorbing all expansion and contraction without undue stress in any part of the system.

Ensure that pipes, tubing, fittings, valves, equipment, and accessories are clean and free of all foreign material before installed in their respective systems. Clean pipe by hammering, shaking, or swabbing, or by a combination of those methods. Purge lines with dry, oil-free compressed air after erection, but do not rely on purging for removing all foreign matter. Purge the lines at a velocity in excess of the maximum normal-flow velocity and as approved by the Contracting Officer. During the progress of construction, properly protect open ends of pipes, fittings, and valves at all times to prevent the admission of foreign matter. Place plugs and caps in the ends of installed work at all times, except when connections are being made. Provide commercially manufactured plugs and caps, unless otherwise approved by the Contracting Officer.

3.1.2 Underground Piping Systems

Install compressed-air systems in accordance with the requirements specified herein.

Ensure that the excavations are dry and clear of extraneous materials when pipe is being laid.

Blocking and wedging of the pipe is not permitted.

For underground piping that is below a supported or suspended slab, support the pipe from the slab with a minimum of two supports per length of pipe. Protect supports with a coating of bitumen.

Distinctly mark and promptly remove defective materials from the site.

SECTION 22 15 13.16 40 Page 3

3.2 FIELD QUALITY CONTROL

3.2.1 System Pressure Test

Before acceptance of the work, pressure-test the completed systems in the presence of the Contracting Officer.

Perform pneumatic tests using dry, oil-free compressed air, carbon dioxide, or nitrogen as specified for the system under test. Conduct pressure testing in two stages; i.e. preliminary and acceptance.

Do not perform pressure tests in excess of 5 psi until personnel not directly involved in the tests are evacuated from the area.

Contractor may conduct tests for its own purposes, but preliminary tests and acceptance tests are conducted as specified herein.

System testing includes preliminary tests by applying internal pressures exceeding 5 psi , swabbing all joints under test with a high-film-strength soap solution, and observing for bubbles.

If testing reveals that leakage exceeds specified limits, isolate and repair the leaks, replace defective materials where necessary, and retest the system until specified requirements are met. Remake leaking gasket joints with new gaskets and new flange bolting. Do not use removed bolting and gaskets again.

Regardless of the amount of measured leakage, immediately repair visible leaks or defects in the pipeline.

Only use standard piping flanges, plugs, caps, and valves for sealing off piping for test purposes.

Vent compressed air trapped during high-pressure hydrostatic testing to preclude injury and damage. If purging or vent valves are not provided, the Contracting Officer may require the removal of any system component, such as plugs and caps, in order to verify that water has reached all parts of the system.

Remove components from piping systems before testing whenever the component would otherwise sustain damage due to test pressure.

Check piping system components such as valves for proper operation under system test pressure.

Add no test media to a system during a test for a period as specified or to be determined by the Contracting Officer.

The test duration will be determined by the Contracting Officer. Test may be terminated by direction of the Contracting Officer at any point during a 24-hour period after it has been determined that the permissible leakage rate has not been exceeded.

Upon completion of testing, drain the dry piping system and purge it with dry air. Verify system dryness by hygrometer comparison with purging air.

3.2.1.1 Acceptance Pressure Testing

Conduct testing during steady ambient temperature conditions.

SECTION 22 15 13.16 40 Page 4

3.2.1.2 Test Report

Prepare, maintain, and submit test records of piping systems tests for approval. Ensure that records show Government and Contractor test personnel responsibilities, dates, test gage identification numbers, ambient temperatures, pressure ranges, rates of pressure drop, and leakage rates. Each acceptance test will be signed by the Contracting Officer.

Deliver two record copies to the Contracting Officer after acceptance.

-- End of Section --

SECTION 22 15 13.16 40 Page 5 c c c c c c c c c c c

H

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

G

ES

ES ES

ES

U

GE

UGE

U

GE

U

GE

U

GE

U

GE

UGE

EXISTING 400HZ

PULL BOX

EXISTING

HUSH

HOUSE

EXISTING

SOUND

SUPPRESSOR

BUILDING

M

UGE

PB

MM

EXISTING TELECOM

MAN HOLE MH-71 NEW TELECOM

MAN HOLE MH-B6

EXISTING CPS

ENERGY MAN HOLE

E-503

E-503

E-503

E-503

UGE

U

GE

PB

UGE

E-503

PB

3 4

3 4

CONTINUATION OF

400HZ DUCT BANK

PB

EXISTING

TELECOM

MANHOLE

E-503

EXISTING PANEL "SS2"

EXISTING PANEL "SS1"

EXISTING PANEL "MSB"

RE: 1/E-101 FOR

MORE INFORMATION

E

EM

NE

PB

PB

U

GF

O U

GF

O

U

GF

O U

GF

O

U

GF

O

E-503

U

GE

U

GE

PB

GENERAL NOTES:

1. COORDINATE NEW UNDERGROUND ELECTRICAL UTILITY ROUTING

AND SEPARATION FROM OTHER UTILITIES WITH CPS ENERGY.

CONTACT ANDREW ROBERTUCCI (210) 353-4816

2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL

UTILITIES (PRIVATE OR PUBLIC) PRIOR TO EXCAVATION. THE

INFORMATION AND DATA SHOWN IS APPROXIMATE AND BASED

ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD.

3. DRAWINGS ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL FIELD

VERIFY THE EXACT ROUTING. PROVIDE NEC CODE SIZE PULL BOXES

WHERE CONDUIT RUNS EXCEED 360 DEGREE BENDS AND WHERE

REQUIRED FOR CABLE PULLING.

4. RE: DETAIL 4/E-501 FOR CPS ENERGY PRIMARY DUCT LINE DETAIL.

RE: 1/E-501 FOR ALL OTHER CONCRETE ENCASED DUCT BANK

DETAIL.

5. RE: E-504 AND E-505 FOR MAN HOLE BUTTERFLY DETAILS.

RE: E-503 FOR DUCT BANK DETAILS.

NOTES BY SYMBOL " "

1. PROPOSED ROUTE OF NEW CPS ENERGY PRIMARY DUCT LINE.

CONTRACTOR TO INSTALL NEW DUCT BANK IN ACCORDANCE

WITH CPS ENERGY REQUIREMENTS.

2. APPROXIMATE LOCATION OF EXISTING CPS ENERGY MAN HOLE.

3. SAW CUT EXISTING CONCRETE PAD FOR NEW DUCT BANK. REPAIR

CONCRETE PAD AFTER INSTALLATION OF NEW DUCT BANK.

RE: C-302 FOR RESURFACING DETAILS

4. PROVIDE EXPLOSION PROOF, SEAL OFF FITTINGS FOR CONDUITS.

TRANSITION FROM PVC TO RIGID GALVANIZED STEEL CONDUIT

FROM 1'-0" BELOW CONCRETE PAD TO PANEL.

5. PROVIDE NEW UNDERGROUND PULL BOX FOR RE-ROUTING OF

EXISTING 400 HZ SYSTEM. CONTRACTOR TO ROUTE NEW

CONCRETE ENCASED DUCT BANK PARALLEL TO CASS LINE.

CONTRACTOR TO PROVIDE AND INSTALL 3 #1, #6G. NEW CABLING

IS TO MATCH EXISTING CABLING QUANTITY AND TYPE.

6. NEW TELECOMMUNICATION MAN HOLE. MINIMUM CLEAR

INTERIOR DIMENSIONS ARE TO BE 5'-0"W X 10'-0"L X 7'-0"D.

NEW MAN HOLE TO HOUSE SPLICE KIT FOR NEW 144 STRAND SM

FIBER AND 200 PAIR COPPER. COIL 50'-0" OF 144 STRAND FIBER,

12 STRAND FIBER AND 200 PAIR COPPER WITHIN MANHOLE.

7. NEW PULL BOX FOR HUSH HOUSE.

8. PROVIDE 250'-0" OF 12 STRAND FIBER FROM MH-71 TO BUILDING

9 TERMINATION AREA. EXTEND NEW CABLING THROUGH EXISTING

CONDUITS AND PULL BOX. PROVIDE 25'-0" OF SLACK AT

TERMINATION ROOM. COORDINATE DISCONNECTION OF EXISTING

CABLING AND TERMINATION OF NEW CABLING WITH 502ND COMM

SQUADRON, (210) 808-0668, GUSTAVO.DELAROSA.CIV@MAIL.MIL

9. PROVIDE 25'-0" OF SLACK OF 12 STRAND FIBER FOR BUILDING 9

WITHIN EXISTING MANHOLE.

CONTRACTOR TO SIZE PULL BOXES PER NEC.

SCALE IN FEET0 80'40'

PLAN

NORTH

TR

UE N

M . R

IV

ER

A

M . R

IV

ER

A

T.

C

AS

TI

LL

O

N

G.

M

O O

N

EL

EC

TR

IC

AL

S

IT

E

PL

AN

ELECTRICAL SITE PLAN

1"-40'

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C T

N

O

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

F I L E

U M

B E

R

F I

A M

E

K E

N A

L L

F

R E

E S

E

A

D

I C

H O

L S

S

A V

Y

R

S

U I T

E

H O

U S

T O

N

T

E X

S

P H

O N

E E

S E

S

J O

I N

T

B

A S

E

S

A N

A

N T

O N

I O

R

A N

D O

L P

H

A

F B

T

E X

A S

J

E

N G

I N

E

T

E S

T

C

E L L

P

A D

U S

A

R M

Y

C

O R

P

F

E

N G

I N

E E

R S

F O

W

R

S

T R

I C

T

T B

D

K e n a l l

C o n s u l t i n g

E n g i n e e r s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i r m

F r e e s e a n d

N i c h o l s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i

AN

SI

D

KF

-J8 5-

ES

-S

IT

E.

dw g

READY TO ADVERTISE

O C

T O

B E

R

W G

B

10/2/20

ES101

10.

BLDG 9

c 1c c c c c c c c c

R

EV

IS

ED

P

ER

A M

EN

D

M

EN

T

3/

/2

ELECTRICAL SITE PLAN

1" = 80'

GENERAL NOTES:

1. DRAWINGS ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL FIELD

VERIFY THE EXACT ROUTING. PROVIDE NEC CODE SIZE PULL BOXES

WHERE CONDUIT RUNS EXCEED 360 DEGREE BENDS AND WHERE

REQUIRED FOR CABLE PULLING.

2. CONTRACTOR TO COORDINATE ROUTING OF NEW FIBER AND

COPPER WITH CLIENT PRIOR TO INSTALLATION.

6. RE: E-504 AND E-505 FOR MAN HOLE BUTTERFLY DETAILS.

RE: E-503 FOR DUCT BANK DETAILS.

NOTES BY SYMBOL " "

1. PROVIDE COPPER AND FIBER OPTIC CABLE SPLICE KITS WITHIN

MAN HOLE FOR J-85 AND T-X HUSH HOUSE PROJECTS. COIL 50'-0"

SPARE FIBER AND COPPER WITHIN MAN HOLE.

2. COIL 100'-0" OF SPARE FIBER AND COPPER WITHIN PULL BOX.

WEATHERPROOF CABLING.

3. EXISTING FIBER AND COPPER TO REMAIN.

ES102

M . R

IV

ER

A

M . R

IV

ER

A

T.

C

AS

TI

LL

O

N

G.

M

O O

N E

L E

C T

R I C

A L

S

I T

E

P

L A

N

E-102

M

EXISTING

MANHOLE

MH-379M

MM

M

MM

EXISTING

MANHOLE

MH-16A

EXISTING

MANHOLE

MH-110A

EXISTING

MANHOLE

MH-110

EXISTING

MANHOLE

MH-111

EXISTING

MANHOLE

MH-70

EXISTING

MANHOLE

MH-71

M

NEW

MANHOLE

MH-B

RACK

FPI-5

MH

MH

16A

MH

110A

MH

MH

MH

MH

MH

B

HH

BA

J85 PAD

BLDG 379

NEW 144 STRAND

SMFO IN 4"C.

12 STRAND

SMFO IN 4"C.

200 PAIR

COPPER IN 4"C.

100 PAIR

COPPER IN 4"C.

EXISTING 200

PAIR COPPER

TO NEW HH-BA

RE: 1/E-101

FIBER AND COPPER

INTERCONNECTION DIAGRAM

NOT TO SCALE

UGT

UGT

U

GF

O

UGFOUGFOUGFO

U

GF

O U

GF

O

UGFOUGFO

UGFO

SPARE CONDUITS

EXTERIOR

PB

12" X 12"

PULL BOX

UGFO

U

GF

O U

GF

O

UGFOUGFOUGFO

U

GF

O

UGFOUGT

U

GT

BLDG 9 3

SCALE IN FEET

0 20'10'

NORTH

U

GF

O

U

GF

O

UGFO

UGF

O

UG

FO

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

F I

M

B E

R

F I

M

E

K E

N A

L L

F

R E

E S

E

A

C

H O

L S

S

A V

S

U I T

E

H O

U S

T O

N

T

E X

P H

O N

E

J O

I N

T

B

A S

E

S

A N

A

N T

O N

I O

R

A N

D O

L P

H

A

F B

T

E X

A S

J

E

N G

I N

E

T

E S

T

C

E L L

P

A D

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

F O

R

S

T R

I C

T

T B

D

K e n a l l

C o n s u l t i n g

E n g i n e e r s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i

F r e e s e a n d

N i c h o l s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i

AN

SI

D

KF

-J8 5-

ES

-S

IT

E0

2.

dw g

READY TO ADVERTISE

O C

T O

B E

R

W G

B

10/2/20 c c c c

S H

E E

T

S

C A

V

I S

E D

FUEL TANK

OWS TANK

6"

32'

9'-1"

6'-0"6'-7"

6'-7"

2'-11"

4' -0

8'-4"

6'-7"

9'-9"

8" 8"

'-0

6"

'-9

6" 9"

1'

6"

6' -0

6"

6'-7"

9' -0

10"

3' -6

G G

G

GG

G

10"

'-0

3' -6

'-6

2/0 CU.

CL

CL

2/0 CU.

CL

G

6'-0"

10'-0"

'-4

3'-1" 8'-3"

1' -6

9' -0

1' -6

9'-1"

11'-4"

6'-7"

2/0 CU. C23

2/0 CU.

C1 C2 C3

'-4

C13

C4 C11C10

C12

C8 C9

C7C5

C6

C20 C19

C18

C22

C14

C16

C15

C17

C21

C24C25

U

GT

U

GT

U

GFO

U

GFO

G

TO MH-B RE: 1/ES101

FOR CONTINUATION

E-101

E-503

E-503

STUB CONDUITS UP 6",

PROVIDE PULL STRING

AND CAP CONDUIT

H

E-503

E-503

E-503

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

E-503

E-503

TO PULL BOX

RE: 1/ES101 FOR

CONTINUATION

TO SS1 AND SS2

RE: 1/ES101 FOR

CONTINUATION

UTIL-01P

G

ELECTRICAL ENGINE TEST CELL PAD PLAN

1" = 10'

SCALE IN FEET

0 20'10'

NO. SIZE STUB-UP

C1 3/4" 12"

C2 3/4" 12"

C3 3/4" 6"

C4 3/4" 6"

C5 3/4" 6"

C6 3/4" 6"

C7 3/4" 6"

C8 3/4" 6"

C9 3/4" 6"

C10 3/4" 6"

C11 3/4" 6"

C12 3/4" 6"

C13 3/4" 6"

C14 2" 6"

C15 2" 6"

C16 2" 6"

C17 2" 6"

C18 3/4" 6"

C19 1 1/2" 6"

C20 2" 6"

C21 2" 6"

C22 2" 6"

C23 2" 6"

C24 4" 6"

C25 4" 6"

HEIGHT

CONDUIT SCHEDULE

GENERAL NOTES:

1. DRAWINGS ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL FIELD

VERIFY THE EXACT ROUTING. PROVIDE NEC CODE SIZE PULL BOXES

WHERE CONDUIT RUNS EXCEED 360 DEGREE BENDS AND WHERE

REQUIRED FOR CABLE PULLING.

2. ALL EMPTY CONDUITS IN CONDUIT SCHEDULE SHALL BE PROVIDED

WITH PULL STRING. CAP ALL EMPTY CONDUITS TO PREVENT WATER

INFILTRATION

3. ELECTRICAL DESIGN IS BASED ON ENGINE TEST CELL PAD MXDP97-1005

(DESIGNED IN 1996 AT LAUGHLIN AFB, DEL RIO, TX) PLANS.

4. EMPTY CONDUIT STUB UPS C24 AND C25 ARE FOR DATA AND TELECOM

SERVICES. CAP ALL EMPTY CONDUITS TO PREVENT WATER

INFILTRATION.

5. PROVIDE #2/0 GROUND RING AROUND CONCRETE TEST PAD.

6. RE: 4/E-501 FOR CPS ENERGY DRAWINGS/SPECIFICATIONS FOR

PRIMARY DUCT LINE.

7. COORDINATE NEW UNDERGROUND ELECTRICAL UTILITY ROUTING AND

SEPARATION FROM OTHER UTILITIES WITH CPS ENERGY. CONTACT

ANDREW ROBERTUCCI (210) 353-4816.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES

(PRIVATE OR PUBLIC) PRIOR TO EXCAVATION. THE INFORMATION AND

DATA SHOWN IS APPROXIMATE AND BASED ON PHYSICAL

APPURTENANCES OBSERVED IN THE FIELD.

9. CONTRACTOR TO INSTALL THE FOLLOWING ITEMS FOR CPS ENERGY

EQUIPMENT.

9.1. GROUND RODS - (2) 5/8" X 8'-0" COPPER CLAD STEEL GROUND

RODS. STEEL SHALL BE COLD DRAWN, GRADE 1017, 1018 OR 1019

PER ASTM A510. COPPER COATING SHALL BE ELECTROLYTICALLY

APPLIED, 0.012" THICKNESS, NOT LESS THAT 99.9% COPPER

COMPOSITION. GROUND RODS TO BE INSTALLED 2" FROM

CLOSEST CONDUIT.

9.2. METER ENCLOSURE - (2) 2" RIGID PIPES SET IN 2'-0" CONCRETE

WITH KINDORF HORIZONTAL MEMBERS TO SUPPORT CODE 22

METER ENCLOSURE. CENTER OF METER TO BE 4'-0" TO 6'-0" ABOVE

FINISHED GRADE. ELECTRICIAN TO CONTACT CPS ENERGY CABINET

CLERKS AT 353-2734 OR 353-2581 TO PLACE ORDER FOR METER

ENCLOSURE AND CONTACT ELECTRIC SERVICE AND METER

FOREMAN AT 353-5415 FOR ADDITIONAL METERING

INFORMATION.

9.3. METER CONDUIT - 2" METERING CONDUIT FROM SECONDARY

COMPARTMENT OF TRANSFORMER TO METER CONDUIT MAY BE

GALVANIZED OR SCHEDULE 40 PVC.

9.4. TRANSFORMER SECONDARY CONDUIT & CABLING - CONDUITS &

CABLES FROM SECONDARY COMPARTMENT OF TRANSFORMER TO

CUSTOMER'S MAIN DISCONNECT. LUGS AT SECONDARY

TERMINALS OF TRANSFORMER. LUGS TO BE TWO-HOLE, SINGLE

BARREL FOR CU. CABLE.

NOTES BY SYMBOL " "

1. PROPOSED LOCATION OF UTILITY PAD MOUNTED

TRANSFORMER. CONTRACTOR TO PROVIDE PAD FOR CPS

ENERGY INSTALLED TRANSFORMER. RE: DETAIL 2/E-501 FOR

INFORMATION.

2. LOCATION OF PAD MOUNTED SERVICE ENTRANCE RATED

SWITCHBOARD "SWBD-J85". RE: E-601 FOR MORE

INFORMATION.

3. LEAVE 5'-0" SPARE #2/0 CU AND EXOTHERMIC WELD TO

BUILDING STEEL. COORDINATE LOCATION WITH

SUPPORTING INFRASTRUCTURE.

4. SERVICE ENTRANCE GROUND ROD TEST WELL.

5. LEAVE 5'-0" SPARE #2/0 CU WITH EXOTHERMIC WELD TO

LIGHTNING PROTECTION. COORDINATE LOCATION WITH

SUPPORTING INFRASTRUCTURE.

6. EXTEND CONDUIT STUB UP TO 3'-0" ABOVE GROUND

SURFACE.

7. PROPOSED HANDHOLE HH-BA. MINIMUM CLEAR INTERIOR

DIMENSIONS 4'-0"W X 4'-0"L X 4'-0"D. COIL 100'-0" OF

SPARE FIBER AND COPPER WITHIN HANDHOLE FOR FUTURE

USE. TERMINATE CABLING ENDS IN WATERPROOF COVER

8. ELECTRICAL EQUIPMENT RACK. RE: E-502 FOR MORE

INFORMATION ON EQUIPMENT RACK.

9. PROVIDE GFI,WP RECEPTACLE WITH "WHILE IN USE COVER".

10. CONDUITS TO TERMINATE IN ABOVE GRADE EXTERIOR PULL

BOX. MINIMUM DIMENSIONS OF PULL BOX TO BE 31"W X

60"H X 8"D, NEMA 3R.

11. LOCATE EXTERIOR PULL BOX IN THIS LOCATION. PROVIDE

SUPPORTS FOR PULL BOX AS NECESSARY.

PLAN

NORTH

T

R

IAC

EQUIP

100A

DISCONNECT "A"

IN

NEMA 3R

ENCLOSURE

MAIN DISTRIBUTION PANEL

600A

"MDP" IN

NEMA 3R

ENCLOSURE

SPACE

EQUIP

100A

DISCONNECT "B"

IN

NEMA 3R

ENCLOSURE

50 HP

COMPRESSOR

200A

DISCONNECT "C"

IN

NEMA 3R

ENCLOSURE

50 HP

COMPRESSOR

200A

DISCONNECT "D"

IN

NEMA 3R

ENCLOSURE

TO CONTROL ROOM

TO SWITCHBOARD

"SWBD-J85"

TO DISCONNECT

SWITCH "A"

TO DISCONNECT

SWITCH "C"

TO DISCONNECT

SWITCH "D"

TO DISCONNECT

SWITCH "B"

TO MDP

ELECTRICAL EQUIPMENT RACK ELEVATION

NOT TO SCALE

C17

SPD

NEMA

3R

METER

NEMA

3R

TO MDPTO MDPTO MDP

TO COMPRESSOR PAD

C16 C15 C14

E-101

M . R

IV

ER

A

M . R

IV

ER

A

T.

C

AS

TI

LL

O

N

G.

M

O O

N E

L E

C T

R I C

A L

E

N G

I N

E

T

E S

T

C

E L L

P

A

N

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

F I

M

B E

R

F I

M

E

K E

N A

L L

F

R E

E S

E

A

C

H O

L S

S

A V

S

U I T

E

H O

U S

T O

N

T

E X

P H

O N

E

J O

I N

T

B

A S

E

S

A N

A

N T

O N

I O

R

A N

D O

L P

H

A

F B

T

E X

A S

J

E

N G

I N

E

T

E S

T

C

E L L

P

A D

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

F O

R

S

T R

I C

T

T B

D

K e n a l l

C o n s u l t i n g

E n g i n e e r s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i

F r e e s e a n d

N i c h o l s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i

AN

SI

D

KF

-J8 5-

PL

-F

LR

-E

S.

dw g

READY TO ADVERTISE

O C

T O

B E

R

W

G

B

10/2/20 c c c c

R E

V I S

T

E