am_3.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 Solicitation for Lackland Ambulatory Care Center, Phase 3, Lackland Air Force Base, San Antonio, Texas., is amended as follows:

See SF30 Continuation Sheet(s)

NOTE: Proposal Receipt date and time is changed from “15 Jun 2012, 2:00 p.m., local time” to “18 Jun 2012, 10:00 AM

(Central Time)”.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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 9A. AMENDMENT OF SOLICITATION NO.

W9126G-12-R-0038

X 9B. DATED (SEE ITEM 11)

9-May-2012

10B. DATED (SEE ITEM 13)

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.

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

6. ISSUED BY

3. EFFECTIVE DATE

13-Jun-2012

CODE

US ARMY ENGINEER DISTRICT, FORT WORTH

ATTN: CESWF-CT

819 TAYLOR ST, ROOM 2A19

P.O. BOX 17300

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:

W9126G-12-R-0038

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

CHANGES TO THE SPECIFICATIONS

1. General: In the Amendment #2 make following minor numbering changes on SF 30 BLOCK 14 CONTINUATION PAGE 2 OF 2 under CHANGES TO THE SPECIFICATIONS:

(a) Change From “1. Attachments: Accompanying this amendment are the following data: “ to “3.

Attachments: Accompanying this amendment are the following data:”

(b) Change From “ a. APPENDIX A – RCL Excel and PDF:” to “4. APPENDIX A – RCL Excel and PDF:”

2. Specification Changes: Specification changes listed in the attached AE (HDR) furnished narrative “AMENDMENT #3

– LIST OF SPECIFICATION CHANGES” which accompanies this amendment, bearing the notation

"ACCOMPANYING AMENDMENT NO. 0003 TO SOLICITATION NO. W9126G-12-R-0038".

CHANGES TO THE DRAWINGS

3. Drawings Changes:- Drawings changes listed in the attached AE(HDR) furnished narrative “AMENDMENT #3

– LIST OF DRAWING CHANGES" which accompanies this amendment, bearing the notation "ACCOMPANYING

AMENDMENT NO. 0003 TO SOLICITATION NO. W9126G-12-R-0038".

End of Summary of Changes

Phase 3 Amendment #3 Ambulatory Care Center, Lackland AFB, TX – S/N: W9126G-12-R-0038

June 12, 2012 1

AMENDMENT #3 – LIST OF CHANGES SPECIFICATIONS

01 45 00.00.10 QUALITY CONTROL

1. Revise paragraph 3.4.4 to require a Registered Professional Engineer with a minimum of 3 years design and construction experience in similar work to do the inspection.

01 52 00.00 44 GOVERNMENT FIELD OFFICE

1. Revise paragraph 2.1.3

Delete all and replace with:

"2.1.3 Vehicular Access and Parking The Contractor shall improve by paving the existing temporary construction access road (as shown on GI103), and assume maintenance of all existing temporary fencing and paving (parking, access roads) constructed in Phase 1A."

03 35 15 POLISHED CONCRETE FLOOR (CFSHD)

1. Add “(CFSHD)” as the finish code for this spec section.

07 21 33 SPRAYED FOAM INSULATION

1. Revise paragraph 2.1 Acceptable Manufacturers Delete Thermal Coating system and associated manufacturers.

07 41 13 METAL ROOF PANELS

1. 1.8.1 Metal Roof Panel Manufacturer Warranty

a. Revise first sentence: “…..Furnish the metal roof panel manufacturer's 20-year 30-year no dollar limit roof…”

2. 1.8.3 Metal Roof System Installer Warranty; revise

a. Provide the "Contractors five (5) Twenty (20) Year No Penal Sum Warranty for Non-

Structural Metal Roof System" attached at the end of this section. Provide a separate bond in an amount equal to the installed total material and installation roofing system cost in favor of the Government covering the installer's warranty responsibilities effective throughout the five (5) Twenty (20) year warranty period.

3. Title change on forms: CONTRACTOR'S FIVE (5) TWENTY (20) YEAR NO PENAL SUM

WARRANTY FOR NON-STRUCTURAL METAL ROOF SYSTEM

a. Revise end of form to change to 24 from 48 hours. The remaining portion of this paragraph remains as is.

“**REPORTS OF LEAKS AND ROOF SYSTEM DEFICIENCIES MUST BE

RESPONDED TO WITHIN 24 48 HOURS OF RECEIPT OF NOTICE, BY TELEPHONE

OR IN WRITING, FROM EITHER THE OWNER OR CONTRACTING OFFICER.

ACCOMPANYING AMENDMENT NO. 0003 TO SOLICITATION NO. W9126G-12-R-0038

June 12, 2012 2

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

1. Revise dates for the Unified Facilities Criteria (UFC) codes:

a. UFC 4-010-01: (2012) 8 OCT 03 (Changed 22 JAN 07) DoD Minimum Antiterrorism Standards for Buildings

b. UFC 4-010-02: (2012) 8 OCT 03 (Changed 19 JAN 07) DoD Minimum Antiterrorism Standoff Distances for Buildings

08 11 16 ALUMINUM DOORS AND FRAMES

1. Revise dates for the Unified Facilities Criteria (UFC) codes:

a. UFC 4-010-01: (2012) 8 OCT 03 (Changed 22 JAN 07) DoD Minimum Antiterrorism

Standards for Buildings

b. UFC 4-010-02: (2012) 8 OCT 03 (Changed 19 JAN 07) DoD Minimum Antiterrorism

Standoff Distances for Buildings

08 33 23 OVERHEAD COILING DOORS

1. Revise dates for the Unified Facilities Criteria (UFC) codes:

a. UFC 4-010-01: (2012) 8 OCT 03 (Changed 22 JAN 07) DoD Minimum Antiterrorism

Standards for Buildings

b. UFC 4-010-02: (2012) 8 OCT 03 (Changed 19 JAN 07) DoD Minimum Antiterrorism

Standoff Distances for Buildings

08 39 54 BLAST RESISTANT DOORS

1. Revise dates for the Unified Facilities Criteria (UFC) codes:

a. UFC 4-010-01: (2012) 8 OCT 03 (Changed 22 JAN 07) DoD Minimum Antiterrorism

Standards for Buildings

b. UFC 4-010-02: (2012) 8 OCT 03 (Changed 19 JAN 07) DoD Minimum Antiterrorism

Standoff Distances for Buildings

08 41 26 ALL-GLASS DOOR ENTRANCES

1. Revise dates for the Unified Facilities Criteria (UFC) codes:

a. UFC 4-010-01: (2012) 8 OCT 03 (Changed 22 JAN 07) DoD Minimum Antiterrorism

Standards for Buildings

b. UFC 4-010-02: (2012) 8 OCT 03 (Changed 19 JAN 07) DoD Minimum Antiterrorism

Standoff Distances for Buildings

08 42 29.53 SLIDING AUTOMATIC ENTRANCES BLAST RESISTANT

1. Revise dates for the Unified Facilities Criteria (UFC) codes:

a. UFC 4-010-01: (2012) 8 OCT 03 (Changed 22 JAN 07) DoD Minimum Antiterrorism

Standards for Buildings

June 12, 2012 3

08 44 00 CURTAIN WALL AND BLAST RESISTANT GLAZED ASSEMBLIES

1. Revise dates for the Unified Facilities Criteria (UFC) codes:

a. UFC 4-010-01: (2012) 8 OCT 03 (Changed 22 JAN 07) DoD Minimum Antiterrorism Standards for Buildings

08 81 00 GLAZING

1. 2.1.3 Laminated Glass; revise

a. ASTM C 1172, Kind LA fabricated from two nominal 1/4 1/8 inch pieces of Type I, Class 1, Quality q3, flat annealed transparent clear float glass conforming to ASTM C 1036. Flat glass shall be laminated together with a minimum of .067 overall thickness interlayer consisting of custom printed/color film and (2) layers of0.030 inch thick, clear polyvinyl butyral interlayer. The total thickness shall be nominally 1/2 1/4 inch.

Fabricated from two pieces of Type I, Class 1, Quality q3 glass laminated together with a clear 0.015 inch thick polyvinyl butyral interlayer or alternatives such as resin laminates, conforming to requirements of 16 CFR 1201 and ASTM C 1172. Color shall be clear gray. The total thickness shall be nominally 1 inch.

08 91 00 METAL WALL LOUVERS

1. Revise dates for the Unified Facilities Criteria (UFC) codes:

a. UFC 4-010-01: (2012) 8 OCT 03 (Changed 22 JAN 07) DoD Minimum Antiterrorism

Standards for Buildings

b. UFC 4-010-02: (2012) 8 OCT 03 (Changed 19 JAN 07) DoD Minimum Antiterrorism

Standoff Distances for Buildings

2. 2.5.1.1 Anodic Coating; revise

a. Clean exposed aluminum surfaces and provide an anodized finish conforming to AA DAF-45 and AAMA 611. Finish shall be: See Section 09 06 90 COLOR SCHEDULE.

b. Delete: a. Architectural Class I (0.07 Mil or thicker), designation AA-M10-C22-A41, clear (natural) anodized.

09 06 90 COLOR SCHEDULE

1. 2.2.2.10 Louvers; add

a. PVDF Mica 3 to match curtain wall where louvers are integrated with curtain wall system.

2. 2.2.4.8 Heavy Duty Concrete Floor Sealer Polished and Sealed Concrete (CFSHD) ; revise

a. Harden/seal/polish as recommended by manufacturer. Polish, then apply heavy duty sealant.

09 67 23.13 STANDARD RESINOUS FLOORING

1. Revise spec to include the correct info for a Stonhard Stongard MR system as listed in section 09 06 90; a flexible elastomeric urethane system.

June 12, 2012 4

09 67 83 CONCRETE FLOOR SEALER/HARDENER (CFSHD)

1. Delete this spec section.

10 22 43 SLIDING PARTITIONS

1. 2.2 SLIDING HARDWARE SYSTEM

a. HAWA -Shopfront 400GVariotec II 150/GV Sliding Hardware for glass sliding doors weighing up to 8800 330 lbs.

b. Refer to specification – 2.2 SLIDING HARDWARE SYSTEM; revise entire article –to include all new part numbers for the Vatiotec change.

2. 2.2.2 Glazing; revise

a. Opaque laminated glass, see See Section 08 81 00 GLAZING.

3. 2.3 OPERATING CONDITIONS

b. HAWA -Shopfront 400/G Variotec II 150/GV Sliding Hardware System shall operate smoothly, quietly and effortlessly

10 70 00 EXTERIOR SUN CONTROL DEVICES

1. Unified Facilities Criteria (UFC) UFC 4-010-01 (2012) DoD Minimum Antiterrorism Standards for Buildings, 8

Oct 03 (Changed 22 Jan 07) UFC 4-010-02 (2012) DoD Minimum Antiterrorism Standoff Distances for

Buildings, 8 Oct 03 (Changed 19 Jan 07)

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

1. Delete paragraph 1.4.1 – “Existing Conditions – Project Interface”: Phase 3 SOW will be bid as new, “stand alone” components that will meet the design intent of the specifications.

June 13, 2012 1

AMENDMENT #3 – LIST OF DRAWING CHANGES

VOLUME 2 – CIVIL & LANDSCAPE

SHEET XD101

1. Remove from the Plan the associated COMM and MV power shown to be demolished. The work to demolish existing COMM and MV power will be accomplished in Phase 1.

SHEET XD102

1. Delete keynote 16. Remove from the Plan the associated COMM shown to be demolished. The work to demolish existing COMM will be accomplished in Phase 1.

SHEET XD103

1. Add to note R1* to include ‘(Live Oak, 18” ± 2”)’

2. Add to note R2* to include ‘(Live Oak, 18” ± 2”)’

3. Add to note R3* to include ‘(Live Oak, 18” ± 2”)’

4. Add to note R4* to include ‘(Live Oak, 18” ± 2”)’

5. Add to note R5* to include ‘(Live Oak, 18” ± 2”)’

6. Add to note R6* to include ‘(Live Oak, 18” ± 2”)’

7. Add to note R7* to include ‘(Live Oak, 24” ± 2”)’

8. Add to note R8* to include ‘(Live Oak, 24” ± 2”)’

9. Add to note R9* to include ‘(Live Oak, 24” ± 2”)’

10. Delete keynote 15. Remove from the Plan the associated COMM shown to be demolished. The work to demolish existing COMM will be accomplished in Phase 1.

SHEET CG101

1. Revise storm drain pipe diameter from SDMH 1-3 to SDMH 1-2 from 15” to 18” to match amended sheet CU101.

SHEET CG102

1. Revise storm drain pipe diameter from CI 1-6 to CI 1-5 from 15” to 18” to match sheet CU102.

2. Revise storm drain pipe diameter from CI 1-9 to CI 1-10 from 15” to 18” to match sheet CU102.

3. Revise storm drain pipe diameter from CI 1-13 to JB 1-4 from 15” to 18” to match sheet CU102.

4. Revise storm drain pipe diameter from CI 1-14 to JB 1-4 from 15” to 18” to match sheet CU102.

5. Revise storm drain pipe diameter from CI 1-16 to JB 1-6 from 15” to 18” to match sheet CU102.

6. Revise storm drain pipe diameter from CI 1-19 to JB 1-8 from 15” to 18” to match sheet CU102.

7. Revise storm drain pipe diameter from CI 1-20 to JB 1-8 from 15” to 18” to match sheet CU102.

8. Revise storm drain pipe diameter from CI 1-23 to CI 1-24 from 15” to 18” to match sheet

CU102.

SHEET CG103

1. Revise storm drain pipe diameter from CI 2-9 to JB 2-5 from 15” to 18” to match sheet CU103.

June 13, 2012 2

2. Revise storm drain pipe diameter from CI 1-28 to CI 1-27 from 15” to 18” to match sheet

CU103.

3. Revise storm drain pipe diameter from CI 1-29 to CI 1-30 from 15” to 18” to match sheet

CU103.

4. Revise storm drain pipe diameter from CI 1-21 to CI 1-22 from 15” to 18” to match sheet

CU103.

5. Revise storm drain pipe diameter from JB 2-7 to JB 2-3 from 15” to 18” to match sheet CU103.

6. Revise storm drain pipe diameter from AI 2-2 to JB 2-10 from 15” to 18” to match sheet CU103.

7. Revise storm drain pipe diameter from CI 2-7 to CI 2-6 from 15” to 18” to match sheet CU103.

8. Revise storm drain pipe diameter from AI 2-7 to AI 2-6 from 15” to 18” to match sheet CU103.

9. Revise storm drain pipe diameter from CI 2-4 to CI 2-3 from 15” to 18” to match sheet CU103.

10. Revise storm drain pipe diameter from JB 2-13 to JB 2-12 from 15” to 18” to match sheet

CU103.

SHEET CG401

1. Revise storm drain pipe diameter from CB 1-1 to JB 1-19 from 15” to 18” to match sheet

CU101.

SHEET CU101

1. Plan to show CDB-108 from MH31G6 to MH36 as existing.

SHEET CU102

1. Add Invert Elevation 735.68 FT at SS connection serving BLDG 3 addition.

2. Remove existing sanitary sewer piping to SSMH 3W and replace with new piping.

3. Plan to show “AS EXISTING” the following COMM:

• CDB-102 (from MH33 to MH34)

• CDB-103 (from MH34 to MH34A)

• CDB-106 (from MH34 to MH35)

• CDB-107 (from MH35 to MH36)

SHEET CU103

1. Delete keynote 6. Plan to show “AS EXISTING” the COMM from MH31G to MH32.

SHEET CU104

1. Delete keynote 6. Plan to show “AS EXISTING” the COMM from MH32 to MH33.

SHEET CU303

1. Screen Comm. Line @ Sta. 109+66.30 on Storm 1-10 Profile to show as existing.

SHEET CU309

1. Screen Comm. Line @ Sta. 37+63.22 on Water Line 1-3 Profile to show as existing.

SHEET CU310

June 13, 2012 3

1. Screen Comm. Line @ Sta. 43+34.80 on Water Line 1-4 Profile to show as existing.

VOLUME 4 - ARCHITECTURE

SHEETS A401 to 416

1. Clarification item: Change Keynotes 11, 62, 63 & 66 to “NOT USED”.

SHEET AL105

1. Revise Key Note 10 to read as “Trellis at Dining Plaza; See AL502 for Architectural Details.

2. Revise Key Note 11 to read as “Trellis at Garage Structure; See AL503 for Architectural Details.

SHEETS A519

1. Detail A1- Add thickness to bent plate note: “1/4” thick”.

SHEETS A611

1. Delete detail E1, this detail is “Not Used”.

SHEETS A621

1. Update HW set at door 1J024B to 55.10.00. (The narrative for Amendment #2 listed this door to have HW set 69.10.00 but should be corrected to 55.10.00).

SHEETS A624

1. Revise door 3J044 to show the correct material (ALUM) and finish (ANOD) for Door type P.

The narrative for Amendment #2 incorrectly listed 3J045 (instead of 3J044) to be updated. Door #3J045 is to remain as is per the RTA documents.

VOLUME 5 - EQUIPMENT, INTERIORS, SIGNAGE, VT & RF

SHEET Q201

1. Detail A5: In room 1J024, change “SSF1” countertop and backsplash to “STAINLESS STEEL”.

Change cabinets as follows: C04P0 to C04P0M; C03F0 to C03F0M and CB020 to CE030M.

SHEET IF100C

1. Update General Note 21 to “Not Used”.

SHEET IF102K

1. 2K054 – Change Counter top material from SSF1 to Stainless Steel (SS).

VOLUME 6 – MECHANICAL & PLUMBING

SHEET M801

1. Refer to the Sequence of Ops diagram for VVR and CVR terminal units. Delete the temperature sensor as shown at both supply and return water line. It is not required.

SHEET M604

June 13, 2012 4

1. A3- Building J Chilled Water/Heating Water Riser Diagram: The actuators of the temperature control valves for AHU-13 need to be spring return type ( fail close)

2. C3- Building G & H Chilled Water/Heating Water Riser Diagram: Provide a two position (on and off) motorized valve with a spring return actuator (fail close) at both chilled water and heating water return riser. The intent is to stop all heating water and chilled water from entering the building G&H HVAC equipment and Plumbing hot water generator (heat changer). The Mechanical contractor shall provide an isolation valve at each side of motorized valve for the service purpose.

SHEET P10GJ

1. Offset 6” storm drain to a maximum of 8’-0” away from the face of building 3 on the south side.

Approximately 10 feet of pipe.

2. 8” sanitary sewer to be changed to new cast iron pipe per specification section 22 00 70.

SHEET P10GK

1. 8” sanitary sewer to be changed to new cast iron pipe per specification section 22 00 70.

SHEET P10GL

1. 8” sanitary sewer to be changed to new cast iron pipe per specification section 22 00 70.

SHEET P100L

1. 6” storm sewer main to be offset at face of building and offset a maximum of 8’-0” to the north and then west to 5’-0” to the west of the face of phase 3 building 1. Approximately 120 feet of new cast iron pipe per specification 22 00 70.

VOLUME 7 – ELECTRICAL

SHEET EP100J

1. Keynote 8 should read “Connection to Med Gas Manifold”

VOLUME 8 – COMMUNICATIONS & SECURITY

SHEETS EC100J/EC100K/EC100L

1. Add reference and plan layout of existing cable tray provided by Phase 2 for coordination of Phase 3 cable routing and distance.

SHEET EC400 Series

1. Revise plan notes and enlarged scale plans to include identifying existing/new PA Distribution Cabinets and existing/new Nurse Call System Cabinets.

SHEET EC407

1. Revise keyed notes and enlarged scale plan / rack elevations to reflect cabinet requirements for the Phase 3 SOW as referenced within the “Telecommunications Riser Diagram”, Sheet #EC601.

SHEET EC602

June 13, 2012 5

1. Detail #1, PUBLIC ADDRESS / SOUND MASKING SYSTEM DIAGRAM: PA System Distribution Cabinets for Areas “B” and “C” will change from “existing” designation to “new” designation for inclusion within Phase 3 SOW.

SHEET EC603

1. Detail #2, NURSE CALL SYSTEM DIAGRAM: Nurse Call Terminal Cabinets for Areas “B” and “C” will change from “existing” designation to “new” designation for inclusion within Phase

3 SOW.

SHEET EY601

1. Detail #1, ACCESS CONTROL SYSTEM DIAGRAM: Revise Note #1 to include notation that existing Phase 2 system is “Identicard PremiSys” Access Control System and shall be upgraded / reprogrammed for Phase 3 SOW and overall facility system performance.

VOLUME 9 CENTRAL ENERGY PLANT

SHEETS 2E601 – 2E607

1. Revised to reflect more accurately the as-built conditions of Phase 1 and Phase 2. These updates do not affect scope of work for Phase 3.

SHEET 2E611

1. COMM DUCT RELOCATION table. Screen as existing.

2. COMM DUCT & MV POWER DUCT LAYOUT table. Screen first eight lines from MH31G through MH31G6 as existing.

3. Screen GENERAL NOTES associated with COMM DUCTBANK population as work completed in Phase 1.

4. KEYNOTE 2. Screen first sentence as work completed in Phase 1.

5. Add KEYNOTE 3. 3-750 kcmil, 15 kV, shielded copper cable with 600V ground conductor.

Field verify and match existing conditions. KEYNOTE 3 applies to MVDB-200 and MVDB- 201 in “Pole Away” Relocation table.