A1.2_Drawings.pdf

PDF 14 MB Posted Dec 6, 2016

Attached to: Defense Information Systems Agency Building 200, Electrical Capacity Upgrade
Solicitation number: W9126G-16-R-0579
Issued by: Department of the Army Corps of Engineers Engineering District Fort Worth

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File	Type	Posted
W9126G-16-R-0579-0003_DISA_Electrical_Upgrade_Amend03.pdf	PDF	Jan 17, 2017
W9126G-16-R-0579-0002_DISA_Electrical_Upgrade_Amend02.pdf	PDF	Jan 13, 2017
am_1.pdf	PDF	Jan 6, 2017
B3.RFP.pdf	PDF	Dec 6, 2016

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GENERAL

G-001 COVER SHEET/DRAWING INDEX

CIVIL

C-001 CIVIL CONSTRUCTION NOTES

C-100 EXISTING CONDITIONS AND SWPPP LAYOUT

C-101 CIVIL DEMOLITION LAYOUT

C-102 UTILITY LAYOUT

C-501 MISCELLANEOUS CIVIL DETAILS 1 OF 2

C-502 MISCELLANEOUS CIVIL DETAILS 2 OF 2

ARCHITECTURAL

A-001 ABBREVIATIONS, SYMBOLS & LEGEND

A-100 EQUIPMENT YARD PLAN

A-101 OVERALL FLOOR PLAN

A-401 ENLARGED DEMOLITION FLOOR PLAN

A-402 ENLARGED NEW CONSTRUCTION PLAN

A-501 SECTIONS, DETAILS AND SCHEDULES

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-002 STRUCTURAL SPECIAL INSPECTIONS

S-101 STRUCTURAL PLANS

S-102 STRUCTURAL PLANS

S-501 STRUCTURAL SECTIONS AND DETAILS

MECHANICAL

M-101 ENLARGED MECHANICAL PLAN

M-102 EXISTING FUEL SYSTEM SCHEMATIC (DEMOLITION)

M-103 FUEL SYSTEM SCHEMATIC

M-501 FUEL SYSTEM NOTES

M-502 MECHANICAL DETAILS

M-503 FUEL SYSTEM DETAILS

ELECTRICAL

E-001 LEGEND, ABBREVIATIONS, SCHEDULES & SYMBOLS

E-002 GENERAL NOTES, DEMOLITION NOTES & PHASING NOTES

E-011 ELECTRICAL SEQUENCE OF CONSTRUCTION PHASE 1-5

E-012 ELECTRICAL SEQUENCE OF CONSTRUCTION PHASE 6-10

E-013 ELECTRICAL SEQUENCE OF CONSTRUCTION PHASE 11-15

E-014 ELECTRICAL SEQUENCE OF CONSTRUCTION PHASE 16-20

E-015 ELECTRICAL SEQUENCE OF CONSTRUCTION PHASE 21-26

ED101 DEMOLITION ELECTRICAL SITE ENLARGED CONDUIT ROUTING PLAN

ED102 DEMOLITION ONE-LINE DIAGRAM, BUSSES A & B

ED103 DEMOLITION ONE-LINE DIAGRAM, PANELS CDP-C2 AND CDP-D2

E-101 OVERALL ELECTRICAL SITE PLAN

E-102 ENLARGED BELOW-GRADE CONDUIT ROUTING PLAN

E-103 ENLARGED ABOVE-GRADE ELECTRICAL PLAN - NORTH

E-104 ELECTRICAL SITE ENLARGED CONDUIT ROUTING PLAN

E-501 SEQUENCE OF OPERATIONS 480V UTILITY/GENERATOR

PARALLELING SWITCHGEAR

E-502 SEQUENCE OF OPERATIONS 480V UTILITY/GENERATOR

PARALLELING SWITCHGEAR

E-503 EG, UTILITY A & UTILITY B SWITCHGEAR DETAILS

E-504 CONTROL PANELS A1 & B1, PARALLELING CONTROLLER

AND SWITCHGEAR DETAILS

E-601 OVERALL ONE-LINE DIAGRAM BUS A, B, C & D

E-602 RE-CONFIGURED UPS A1 AND B1 ONE-LINE DIAGRAM

E-603 RE-CONFIGURED UPS A2 AND B2 ONE-LINE DIAGRAM

E-604 INTERIOR SWITCHGEAR A, B, C & D ONE-LINE DIAGRAM

E-605 EXTERIOR SWITCHGEAR A, B, C & D ONE-LINE DIAGRAM

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DISA B200 ELECTRICAL UPGRADES

PN: 453786

SOLICITATION NO.: W9126G-15-U-1075

CONTRACT NO.: ________________

ISSUE DATE: OCTOBER 2016

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ARCHITECTURAL SYMBOLS

DRAWING TITLE

SECTION/ELEVATION REFERENCE

DETAIL REFERENCE KEY

DRAWING TARGET LEGEND

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LEGEND

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BUILDING 200

Wx Wx Wx Wx Wx Wx Wx Wx

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

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EQUIPMENT YARD DEMOLITION PLAN ND2

A-100

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EQUIPMENT YARD PLAN NB2

A-100

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EQUIPMENT ROOM

UPS ROOM

NO. 1

BATTERY ROOM

NO. 1

MECHANICAL ROOM

NO. 1

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OVERALL FLOOR PLAN ND2

A-101

GENERAL NOTES

A CONTRACTOR TO CONFORM TO ALL BUILDING CODES AND EXECUTE

WORK ONLY WHICH IS IN CONFORMANCE.

B PROTECT EXISTING SPACES AND PROPERTIES ADJACENT TO

DEMOLITION/CONSTRUCTION AREAS. ANY DEBRIS SHALL BE REMOVED

FROM WORK AREAS DAILY. CLOSE OFF EXISTING SUPPLY/RETURN DUCTS

FEEDING EXISTING ROOMS TO PREVENT DUST/DEBRIS ENTRY. CLEAN DUST

AND DEBRIS THAT DOES ENTER ADJACENT SPACES.

C PROTECT ALL EXISTING PORTIONS OF THE EXISTING BUILDING TO

REMAIN DURING DEMOLITION/CONSTRUCTION. THE GENERAL CONTRACTOR

IS RESPONSIBLE FOR ANY/ALL DAMAGES CAUSED BY HIMSELF OR HIS

SUBCONTRACTORS.

D ALL TRADES SHALL CLEARLY MARK CHANGES TO PLANS (AS-BUILT

CONDITIONS) IN RED ON THEIR FIELD SET OF DRAWINGS TO PROVIDE

AS-BUILT DOCUMENTATION TO GENERAL CONTRACTOR AT CONCLUSION OF

PROJECT.

E PROVIDE ADEQUATE BRACING AND SHORING OF EXISTING

STRUCTURE, WALLS, MECHANICAL EQUIP, ETC. THROUGHOUT

CONSTRUCTION.

F CONTRACTOR TO PROTECT EXISTING SPRINKLER SYSTEM & PREP FOR

NEW LAYOUT.

G DEMOLISH INDICATED BUILDING COMPONENTS IN A MANNER

THAT COMPLETELY REMOVES COMPONENTS AND ASSOCIATED CLIPS,

WIRES, BRACKETS, ADHESIVES, ETC. RESULTING SURFACE SHOULD BE

CLEAN, LEVEL, AND FREE OF ALL DEBRIS ETC. TO FACILITATE NEW

CONSTRUCTION.

H REMOVE ALL ABANDONED ELECTRICAL WIRING, CONDUIT AND

SUPPORTING COMPONENTS, ETC. BACK TO THE ELECTRICAL PANEL.

REMOVE CIRCUIT BREAKER AND LABEL AS "SPACE".

J SUPPORT ALL LOOSE WIRES, PIPES, DUCTS, ETC. TO REMAIN ABOVE

CEILINGS BY ATTACHING TO STRUCTURE ABOVE PER INDUSTRY STANDARD,

AND LOCAL AND NATIONAL CODES (TYPICAL)

K SUPPORT ALL EQUIPMENT, LIGHTS, EMERGENCY LIGHTS, ETC. TO

REMAIN FROM STRUCTURE ABOVE TO PREVENT DAMAGE TO EQUIPMENT OR

ASSOCIATED WIRING DURING CONSTRUCTION PROCESS.

CONTRACTOR TO REPLACE EQUIPMENT, ETC. DAMAGED DURING THE

CONSTRUCTION PROCESS.

L ALL DEMOLISHED BUILDING COMPONENTS ARE THE

CONTRACTOR'S PROPERTY. GOVERNMENT TO BE GIVEN OPPORTUNITY FOR

FIRST RIGHT OF REFUSAL BEFORE DEMOLISHED COMPONENTS ARE

REMOVED FROM SITE.

M BUILDING IS TO BE OCCUPIED DURING ALL PHASES OF WORK.

THEREFORE, A COMPLETE PHASING AND EGRESS PLAN IS TO BE SUBMITTED

TO PROJECT MANAGER FOR COORDINATION AND APPROVAL.

N PROVIDE DUST PARTITIONS AS NECESSARY TO SEPARATE

CONSTRUCTION FROM OCCUPIED AREAS. COORDINATE SCHEDULE AND

SEQUENCING OF EVENTS WITH PROJECT MANAGER AND FACILITY

MANAGERS.

P BEFORE BEGINNING ANY DEMOLITION WORK, THE CONTRACTOR

SHALL SURVEY THE SITE AND EXAMINE THE DRAWINGS AND

SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK. THE

CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGE

TO EXISTING ITEMS TO REMAIN IN PLACE, TO BE REUSED, OR TO REMAIN

THE PROPERTY OF THE OWNER; ANY DAMAGED ITEMS SHALL BE REPAIRED

OR REPLACED AS APPROVED BY THE OWNER.

Q IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY

CONDITIONS AND PRE-CONSTRUCTION ITEMS, INCLUDING LOCATION OF ALL

UTILITIES IN THE IMMEDIATE CONSTRUCTION AREA AND TO COORDINATE

THE TIE-IN TO FACILITATE THE NEW DESIGN AS NEEDED.

R DO NOT CUT INTO THE FLOOR SLAB OR ANY OTHER

STRUCTURAL MEMBER WITHOUT COORDINATING WITH CONTRACTING

OFFICER.

S ANY PULL BOX, CONDUIT, CABLE OR OTHER MATERIAL THAT IS

DAMAGED DURING DEMOLITION SHALL NOT BE REUSED BUT SHALL BE

REPLACED WITH NEW MATERIALS.

T CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF

ELECTRICAL SERVICE TO ALL EQUIPMENT, DEVICES AND CIRCUITS THAT

ARE TO REMAIN IF SUCH ITEMS ARE AFFECTED BY DEMOLITION.

U DASHED LINE INDICATES WALLS, DOORS, ETC. TO BE

DEMOLISHED IN ITS ENTIRETY. CONTRACTOR TO PERMANENTLY BRACE /

SHORE BEARING WALLS AS NECESSARY TO MAINTAIN STRUCTURAL

INTEGRITY.

V ALL DIMENSIONS SHALL BE VERIFIED IN FIELD AS THE PLANS MAY NOT

REFLECT ACTUAL FIELD DIMENSIONS.

W CONTRACTOR TO REMOVE CLEAN AND REINSTALL ALL EXIT LIGHTS

(TYPICAL)

X CONTRACTOR TO PATCH EXISTING WALLS WHERE DEMOLITION HAS

OCCURRED W/ SIMILAR FINISHES TO MATCH EXISTING.

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

ENLARGED DEMOLITION FLOOR PLAND1

A-401

GENERAL DEMOLITION NOTES

A CONTRACTOR SHALL DEMOLISH ALL ITEMS NECESSARY TO INSTALL NEW WORK PER

PLANS AND SPECIFICATIONS. DEMOLITION WORK SHALL INCLUDE BUT NOT BE LIMITED

TO ITEMS INDICATED BY REFERENCED NOTES AND SYMBOLS ON THE DEMOLITION

PLANS.

B CARE SHALL BE TAKEN TO PROTECT EXISTING FINISHES TO REMAIN DURING

DEMOLITION OF ADJOINING MATERIALS. IF NECESSARY, INSTALL TEMPORARY

PROTECTION TO PROTECT INTERIOR FROM WEATHER AND TO PROTECT WINDOWS TO

REMAIN FROM DAMAGE.

C WHERE FINISHES TO REMAIN ARE DAMAGED, RESTORE OR REPLACE TO EXISTING

CONDITION.

D CONTRACTOR SHALL VERIFY IN FIELD ALL DIMENSIONS AND CONDITIONS. PROMPTLY

NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES.

E REFER TO SPECIFICATIONS SECTION 02 41 00 FOR GENERAL DEMOLITION

REQUIREMENTS.

F INSTALL TEMPORARY BARRIERS TO SEPARATE CONSTRUCTION FROM OCCUPIED

AREAS OR AREAS ACCESSIBLE TO PUBLIC OR OWNER EMPLOYEES. BARRIER SHALL

BE DUST-TIGHT. COORDINATE DEMOLITION SCHEDULE WITH OWNER. MINIMIZE

DISRUPTIONS FROM SOUND OR CONSTRUCTION EQUIPMENT AND PERSONNEL TO

OCCUPIED AREAS. MAINTAIN EXITING REQUIREMENTS.

G COORDINATE DEMOLITION OF HVAC, ELECTRICAL AND PLUMBING SYSTEMS WITH

THOSE AREAS OF WORK. THROUGH SERVICES SHALL BE MAINTAINED. LOCAL

SERVICES SHALL BE DEMOLISHED AS NECESSARY TO INSTALL NEW WORK PER PLANS

AND SPECIFICATIONS.

H CONTRACTOR SHALL RECONNECT ANY SERVICE, EQUIPMENT, DEVICE, OR LIGHT

FIXTURE TO REMAIN WHOSE CIRCUITRY IS DISTURBED BY DEMOLITION OR

CONSTRUCTION.

J WHERE FLOORS, WALLS, OR CEILINGS ARE TO BE REMOVED, ALL ATTACHED ITEMS,

FIXTURES, ACCESSORIES, DEVICES, ETC. SHALL BE COMPLETELY REMOVED. THIS MAY

INCLUDE BUT IS NOT LIMITED TO MECHANICAL, ELECTRICAL OR PLUMBING ITEMS. IF

ITEM IS REQUIRED FOR PROPER OPERATION OF ITEMS TO REMAIN, RELOCATE TO NEW

LOCATION. NOTIFY ARCHITECT AND REQUEST NEW LOCATION.

K FOR ALL EXISTING PLUMBING ITEMS REMOVED, DEMOLISH PLUMBING LINES BACK TO

INTERIOR OF WALLS TO REMAIN, ABOVE CEILING OR BELOW FLOORS. CAP ALL LINES.

L REMOVE ALL NON-USED CABLES, WIRES, CONDUIT, ELECTRICAL BOXES, AND DEVICES

FROM DEMOLITION AREA BACK TO PANEL. COIL WIRING ABOVE CEILING FOR USE IN

FUTURE WALLS. RELOCATE ALARM SYSTEM COMPONENTS TO NEAREST REMAINING

WALL. COORDINATE WITH ARCHITECT.

M WHERE WET WALLS ARE SHOWN TO BE REMOVED, THROUGH PLUMBING AND OTHER

SERVICES MAY NEED TO BE RELOCATED. VERIFY AND COORDINATE IN FIELD.

N FOR ALL DOORS TO BE REMOVED, FRAMES, MAGNETIC HOLDS, OPERATORS,

ACTUATORS, AND OTHER ASSOCIATED DEVICES SHALL BE REMOVED U.N.O.

P WHERE EXISTING PARTITIONS ARE SCHEDULED TO RECEIVE A NEW FINISH, PREPARE

THE EXISTING SURFACE FOR PROPER INSTALLATION OF THE NEW FINISH. THIS MAY

INCLUDE BUT IS NOT LIMITED TO REMOVING EXISTING WALL COVERING, TILE,

REPLACING GYP. BD., ETC.

Q CONTRACTOR SHALL PROPERLY DISPOSE OF ALL ITEMS AND MATERIALS REMOVED.

SUCH MATERIALS SHALL NOT BE ALLOWED TO ACCUMULATE EXCESSIVELY AND SHALL

PROMPTLY BE REMOVED FROM SITE. DEBRIS SHALL NEVER REMAIN UNATTENDED IN

AREAS ACCESSIBLE BY THE PUBLIC OR STAFF.

R CONTRACTOR SHALL COORDINATE ITEMS TO BE SALVAGED WITH OWNER. LOOSE

EQUIPMENT, FURNITURE, AND WALL-MOUNTED ITEMS LEFT IN SPACE SHALL BE

RETURNED TO OWNER.

S WHERE IN-SLAB OR UNDER-SLAB DEMOLITION IS REQUIRED AND AT NEW LOCATIONS

OF SLAB TRENCHING CONTRACTOR IS TO INSTALL NEW VAPOR RETARDER

CONTINUOUSLY OVERLAPPED WITH EXISTING VAPOR RETARDER. RE:STRUCTURAL

AND MEP FOR BACKFILL, COMPACTION REQUIREMENTS AND NEW SLAB

REQUIREMENTS. NEW SECTIONS OF SLAB TO BE FLUSH WITH EXISTING SLAB SO AS

NOT TO CAUSE UN-EVENESS WITH SCHEDULED FLOORING.

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

ENLARGED NEW CONSTRUCTION PLAND1

A-402

GENERAL NOTES

A WHERE WALL TYPES WITH GYPSUM BOARD FINISH AND DIFFERENT THICKNESS ADJOIN IN SAME PLANE, ALIGN FACES OF GYPSUM BOARD FLUSH.

B PROVIDE GYPSUM BOARD CONTROL JOINTS AT ALL INTERIOR PARTITIONS AT DOORS AND WINDOWS I.A.W.

DETAILS.

C CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK.

D DIMENSIONS FROM COLUMN LINE TO COLUMN LINE ARE FOR REFERENCE ONLY (VERIFY IN FIELD)

E ALL DOORS TO BE 3'-0" x 7'-0" UNLESS NOTED OTHERWISE.

F ALL DOORS ARE TO BE LOCATED 6" FROM NEAREST CORNER UNLESS DIMENSIONED OTHERWISE.

G CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE THEMSELVES WITH THE SCOPE OF WORK AND TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION. ANY DISCREPANCIES OR

AMBIGUOUS ITEMS MUST BE REPORTED TO CONTRACTING OFFICER PRIOR TO BIDDING AND

CONSTRUCTION.

H ALL GYPSUM BOARD TO BE 5/8" TYPE 'X' UNLESS NOTED OTHERWISE OR AS REQUIRED FOR A PARTICULAR

RATED ASSEMBLY

J PROVIDE CONTINUOUS ACOUSTICAL SEALANT ON BOTH SIDES AND AT TOP AND BOTTOM OF ALL WALLS TO

DECK (TYPICAL)

K DIMENSIONS ARE TO THE OUTSIDE FACE OF GYPSUM BOARD (TYPICAL). COORDINATE OPENINGS IN WALL ABOVE CEILING AS NEEDED FOR AIR RETURN DUCTWORK. OPENING TO BE AS CLOSE TO DECK AS POSSIBLE. PROTECT OPENING PER CODE REQUIREMENTS TO MAINTAIN WALL RATING WHERE APPLICABLE.

L. REFER TO SHEET A-501 FOR PARTITION DETAIL/SCHEDULE

M. ALL WORK TO BE PERFORMED IS NEW UNLESS OTHERWISE NOTED

N. CONTRACTOR TO PROVIDE INTERIOR SIGNAGE TO MATCH EXISTING WITHIN THE BUILDING. BUILDING

MANAGER TO ASSIGN ROOM NUMBERS TO NEW ROOMS CREATED BY RENOVATION.

P. WHERE EXISTING PARTITION IS TO BE REMOVED, CONTRACTOR TO BUILD NEW PARTITION TO MATCH EXISTING ADJACENT PARTITION, INCLUDING FRAMING, INSULATION, AND GYPSUM BOARD AS NEEDED.

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EXTERIOR WALL SECTIOND1

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DOOR 2 JAMB DETAILD6

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DOOR 2 HEAD DETAILC6

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DOOR 1 JAMB DETAILD7

A-501

SCALE: 3"=1'-0"

DOOR 1 HEAD DETAILC7

A-501

NOT TO SCALE

PARTITION DETAILSB3

A-501

0 3" 6" 9" 12"

2' 4'0 1'

0 3" 6" 9" 12"

B .F

R .G

E O

R G

C .H

IBC TABLE 1705.3

REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION

SPECIAL INPSECTIONS AND VERIFICATIONS FOR CONCRETE CONSTRUCTION SHALL BE AS REQUIRED IN THE

FOLLOWING TABLE.

8∋4+(+%#6+10�#0&�+052∋%6+10

4∋(∋4∋0%∋& 56#0&#4&

4∋(∋4∋0%∋

241,∋%6 52∋%+(+%#6+10

5∋%6+10

1. INSPECT REINFORCEMENT, INCLUDING

PRESTRESSING TENDONS, AND VERIFY

PLACEMENT.

2. REINFORCING BAR WELDING:

A. VERIFY WELDABILITY OF

REINFORCING BARS OTHER THAN

ASTM A706;

B. INSPECT SINGLE-PASS FILLET

WELDS, MAXIMUM 5/16"; AND

C. INSPECT ALL OTHER WELDS

3. INSPECT ANCHORS CAST IN CONCRETE.

ACI 318 CH. 20,

25.2, 25.3, 26.6.1-26.6.3

1908.4 03 3000

AWS D1.4,

ACI 318: 26.6.4

03 3000

VERIFY USE OF REQUIRED DESIGN MIX.

PRIOR TO CONCRETE PLACEMENT,

FABRICATE SPECIMENS FOR STRENGTH

TESTS, PERFORM SLUMP AND AIR

CONTENT TESTS, AND DETERMINE THE

TEMPERATURE OF THE CONCRETE.

X ACI 318: Ch. 19, 26.4.3, 26.4.4 1904.1, 1904.2 1908.2, 1908.3 03 3000

ASTM C 172,

ASTM C31,

ACI 318: 26.4, 26.12 1910.10 03 3000

7. INSPECT CONCRETE AND SHORTCRETE

PLACEMENT FOR PROPER APPLICATION

TECHNIQUES.

8. VERIFY MAINTENANCE OF SPECIFIED

CURING TEMPERATURE AND TECHNIQUES.

X ACI 318: 26.5 1908.6, 1908.7,

1908.8

1908.9 03 3000

INSPECT ERECTION OF PRECAST

CONCRETE MEMBERS.

VERIFY IN-SITU CONCRETE STRENGTH,

PRIOR TO STRESSING OF TENDONS IN

POST-TENSIONED CONCRETE AND

PRIOR TO REMOVAL OF SHORES AND

FORMS FROM BEAMS AND STRUCTURAL

SLABS.

X ACI 318: CH. 26.8

X ACI 318: 26.11.2 03 1000

10.

11.

ACI 318:

26.5.3-26.5.5

ACI 318: 17.8.2

INSPECT ANCHORS POST-INSTALLED IN

HARDENED CONCRETE MEMBERS

A. ADHESIVE ANCHORS INSTALLED IN

HORIZONTALLY OR UPWARDLY

INCLINED ORIENTATIONS TO RESIST

SUSTAINED TENSION LOADS.

B. MECHANICAL ANCHORS AND

ADHESIVE ANCHORS NOT DEFINED

IN 4.A.

03 3000 4.

ACI 318: 17.8.2.4

9. INSPECT PRESTRESSED CONCRETE FOR:

A. APPLICATION OF PRESTRESSING

FORCES; AND

B. GROUTING OF BONDED

PRESTRESSING TENDONS.

03 4100 X

ACI 318: 26.10

INSPECT FORMWORK FOR SHAPE,

LOCATION AND DIMENSIONS OF

THE CONCRETE MEMBER BEING

FORMED.

X ACI 318:

26.11.1.2(B)

03 1000 12.

56#6∋/∋06�1(�52∋%+#.�+052∋%6+105�2∋4�+∃%��

1. INFORMATION ON THIS SHEET IS BEING SUBMITTED IN ACCORDANCE WITH THE SPECIAL

INSPECTIONS PROVISIONS OF THE 2012 INTERNATIONAL BUILDING CODE. THIS

INFORMATION CONSTITUTES THE SCHEDULE OF SPECIAL INSPECTIONS (SSI) REQUIRED

FOR THIS PROJECT.

2. THE OWNER SHALL EMPLOY ONE OR MORE APPROVED SPECIAL INSPECTORS TO

PROVIDE INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED HEREIN.

THE GENERAL CONTRACTOR SHALL NOT EMPLOY THE SPECIAL INSPECTORS.

3. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE

COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF

THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL

INSPECTION.

4. THE SPECIAL INSPECTOR SHALL FULFILL THE FOLLOWING REPORT REQUIREMENTS:

A. SPECIAL INSPECTORS SHALL KEEP RECORDS OF ALL INSPECTIONS.

B. THE SPECIAL INSPECTORS SHALL FURNISH INSPECTION REPORTS TO THE BUILDING

OFFICIAL, THE OWNER, THE GENERAL CONTRACTOR, THE STRUCTURAL ENGINEER,

AND THE ARCHITECT. IN ADDITION, REPORTS RELATED TO GEOTECHNICAL ISSUES

SHALL BE DISTRIBUTED TO THE GEOTECHNICAL ENGINEER. WHEN TESTS OR

INSPECTIONS INDICATE THAT THE WORK DOES NOT COMPLY WITH THE

CONSTRUCTION DOCUMENTS, THE SPECIAL INSPECTOR SHALL NOTIFY THE

OWNER, CONTRACTOR, ARCHITECT AND STRUCTURAL ENGINEER BY PHONE ON

THE DAY OF THE TEST OR INSPECTION AND SHALL FOLLOW THAT CALL WITH AN

EXPEDITED WRITTEN REPORT WITHIN ONE BUSINESS DAY. ALL OTHER REPORTS

SHALL BE SUBMITTED WITHIN 5 BUSINESS DAYS OF THE EVENT DOCUMENT.

C. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS DONE IN CONFORMANCE

TO APPROVED CONSTRUCTION DOCUMENTS.

D. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

CONTRACTOR FOR CORRECTION.

E. IF THE DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE

BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE

REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WITHIN ONE

BUSINESS DAY.

F. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND

CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE

SUBMITTED BY THE SPECIAL INSPECTOR AT A POINT IN TIME AGREED UPON BY

THE PERMIT APPLICANT AND THE BUILDING OFFICIAL PRIOR TO THE START OF

WORK.

G. THE SPECIAL INSPECTORS REPORT SHALL STATE THE FOLLOWING:

"IN MY PROFESSIONAL OPINION AND TO THE BEST OF MY INFORMATION,

KNOWLEDGE AND BELIEF, THE SPECIAL INSPECTIONS REQUIRED FOR THE

PROJECT, AS ITEMIZED IN THE STATEMENT OF SPECIAL INSPECTIONS SUBMITTED

FOR PERMIT, HAVE BEEN PERFORMED AND ALL DISCOVERED DISCREPANCIES HAVE

BEEN REPORTED AND RESOLVED."

5. THE INSPECTIONS LISTED HEREIN ARE IN ADDITION TO THE INSPECTIONS TO BE

PERFORMED BY THE BUILDING OFFICIAL AND LISTED IN SECTION 110 OF THE IBC.

6. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION O QUANTITY,

FREQUENCY AND DETAILED INFORMATION ON TESTING, INSPECTION, AND REPORTING.

7. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL CONDUCT A PRE-

CONSTRUCTION MEETING TO DISCUSS THE SPECIAL INSPECTION REQUIREMENTS WITH

ALL INVOLVED PARTIES.

8. THE SPECIAL INSPECTIONS PROGRAM OUTLINED HEREIN, DOES NOT RELIEVE THE

CONTRACTOR OR ANY OTHER ENTITY OF ANY CONTRACTUAL DUTIES, INCLUDING QUALITY

CONTROL, QUALITY ASSURANCE, OR SAFETY. THE CONTRACTOR IS SOLELY

RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, AND JOB SITE SAFETY.

9. THE CONTRACTOR SHALL PAY FOR ENGINEERING SERVICES REQUIRED TO

INVESTIGATE AND CORRECT WORK THAT DOES NOT CONFORM TO THE PROJECT

DOCUMENTS OR IS FOUND DEFICIENT OR DEFECTIVE.

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1. AS PART OF THE SUBMITTAL FOR BUILDING PERMIT, THE GENERAL

CONTRACTOR SHALL COMPLETE THE FOLLOWING FORM AS A WRITTEN

STATEMENT OF RESPONSIBILITY.

A. AS THE GENERAL CONTACTOR, WE ARE AWARE OF THE REQUIREMENTS

FOR SPECIAL INSPECTIONS AS LISTED IN THE STATEMENT OF SPECIAL

INSPECTIONS.

B. AS GENERAL CONTRACTOR, WE ACKNOWLEDGE THAT CONTROL MUST

BE EXERCISED BY OUR ORGANIZATION TO OBTAIN CONFORMANCE WITH

THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL.

WE ACKNOWLEDGE OUR RESPONSIBILITY TO DISTRIBUTE UP TO DATE

DOCUMENTS, INCLUDING PLANS, SPECIFICATIONS, ADDENDA, CHANGE

ORDERS, RESPONSES TO REQUESTS FOR INFORMATION, ARCHITECTURAL

SUPPLEMENTAL INSTRUCTIONS, SHOP DRAWINGS, ETC., TO ALL

SUBCONTRACTORS AND TO THE SPECIAL INSPECTORS. WE

ACKNOWLEDGE OUR RESPONSIBILITY FOR CALLING THE APPROPRIATE

SPECIAL INSPECTORS AT APPROPRIATE TIMES TO FULLFILL THE

REQUIREMENTS IN THE STATEMENT OF SPECIAL INSPECTIONS.

C. AS GENERAL CONTRACTOR, WE HAVE DEVELOPED PLANS AND

PROCEDURES FOR EXERCISING CONTROL WITHIN OUR ORGANIZATION,

FOR THE METHOD AND FREQUENCY OF REPORTING AND FOR THE

DISTRIBUTION OF THE REPORTS.

D. THE FOLLOWING QUALIFIED INDIVIDUAL(S) WITHIN OUR FIRM WILL BE

RESPONSIBLE FOR CONTROLLING THE PLAN, PROCEDURES AND

PROCESS OF THE SPECIAL INSPECTIONS PLAN:

NAME POSITION WITHIN FIRM

2. THE GENERAL CONTRACTOR ACKNOWLEDGES OUR RESPONSIBILITES AS

STATED ABOVE.

NAME POSITION/OFFICE WITHIN FIRM

FIRM NAMEDATE

AISC 360

REQUIRED VERIFICATION AND INSPECTION OF STRUCTURAL STEEL CONSTRUCTION

1. SPECIAL INSPECTIONS FOR STEEL ELEMENTS OF THE BUILDINGS AND STRUCTURES SHALL BE AS REQUIRED

THE FOLLOWING TABLE.

2. DETAILS: THE SPECIAL INSPECTOR SHALL PERFORM AN INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS, SUCH AS BRACING, STIFFENING, MEMBER LOCATIONS AND PROPER APPLICATION OF JOINT DETAILS AT EACH CONNECTION.

8∋4+(+%#6+10�#0&�+052∋%6+10

4∋(∋4∋0%∋& 56#0&#4&

4∋(∋4∋0%∋

241,∋%6 52∋%

5∋%6+10

1. PRIOR TO WELDING TABLE N5.4-1,

AISC 360

1705.2 05 1200

VERIFY WELDING PROCEDURES

(WPS) AND CONSUMABLE

CERTIFICATES

XA.

MATERIAL IDENTIFICATION -

VERIFY TYPE AND GRADE OF

MATERIAL

XB.

WELDER IDENTIFICATION - A

SYSTEM SHALL BE MAINTAINED

BY WHICH A WELDER WHO HAS

WELDED A JOINT OR MEMBER

CAN BE IDENTIFIED.

XC.

FIT-UP GROOVE WELDS - VERIFY

JOINT PREPARATION,

DIMENSIONS, CLEANLINESS,

TACKING, AND BACKING.

XD.

ACCESS HOLES - VERIFY

CONFIGURATION AND FINISH. X

FIL-UP OF FILLET WELDS -

VERIFY ALIGNMENT, GAPS AT

ROOT, CLEANLINESS OF STEEL

SURFACES, AND TACK WELD

QUAILITY AND LOCATION

X F.

2. DURING WELDING TABLE N5.4-2,

AISC 360

1705.2 05 1200

VERIFY THAT WELDERS ARE

APPROPRIATELY QUALIFIED.

XA.

VERIFY PACKAGING AND

EXPOSURE CONTROL

XB.

VERIFY THAT WELDING DOES NOT

OCCUR OVER CRACKED TACK

WELDS.

XC.

VERIFY (WPS) ITEMS SUCH AS

SETTINGS ON WELDING

EQUIPMENT, TRAVEL SPEED,

WELDING MATERIALS, SHIELDING

GAS TYPE/FLOW RATE, PREHEAT

APPLIED, INTERPASS,

TEMPERATURE MAINTAINED, AND

PROPER POSITION.

XE.

VERIFY INTERPASS AND FINAL

CLEANING, EACH PASS IS WITHIN

PROFILE LIMITATIONS, AND

QUALITY OF EACH PASS

X F.

VERITY WIN SPEED IS WITHIN

LIMITS AS WELL AS

PRECIPITATION AND

TEMPERATURE

XD.

2. AFTER WELDING TABLE N5.4-3,

AISC 360

1705.2 05 1200

VERIFY THAT WELDS HAVE

BEEN PROPERLY CLEANED

XA.

SIZE, LENGTH, AND LOCATION OF

WELDS

XB.

WELDS MEET VISUAL

ACCEPTANCE CRITERIA

XC.

K-AREA XE.

BACKING & WELD TABS

REMOVED

XF.

ARC STRIKES XD.

REPAIR ACTIVITIES XG.

DOCUMENT ACCEPTANCE OR

REJECTION OF WELDED

JOINT/MEMBER

H. X

3. NONDESTRUCTIVE TESTING TABLE N5.5,

AISC 360

1705.2 05 1200

CJP WELDS (RISK CAT II) -

ULTRASONIC TESTING SHALL BE

PERFORMED ON 10% OF CJP

GROOVE WELDS IN BUTT, T-

AND CORNER JOINTS SUBJECT

TO TRANSVERSELY APPLIED

TENSION LOADING IN

MATERIALS 5/16-INCH THICK OR

GREATER. TESTING RATE MUST

BE INCREASED IF > 5% OF

WELDS TESTED HAVE

UNACCEPTABLE DEFECTS

XA.

CJP WELDS (RISK CAT III OR IV) XB.

ACCESS HOLES (FLANGE >2") XC.

WELDED JOINTS SUBJECT TO

FATIGUE

XD.

AISC 360

CONT'D REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION

8∋4+(+%#6+10�#0&�+052∋%6+10

4∋(∋4∋0%∋& 56#0&#4&

4∋(∋4∋0%∋

241,∋%6 52∋%

5∋%6+10

6. AFTER BOLTING TABLE N5.6-3,

AISC 360

1705.2 05 1200

DOCUMENT ACCEPTANCE OR

REJECTION OF BOLTED

CONNECTIONS

XA.

7. OTHER STEEL INSPECTIONS TABLE N5.7,

AISC 360

1705.2 05 1200

STRUCTURAL STEEL DETAILS -

ALL FABRICATED STEEL OR

STEEL FRAMES SHALL BE

INSPECTED TO VERIFY

COMPLIANCE WITH THE DETAILS

SHOWN IN THE CONSTRUCTION

DOCUMENTS, SUCH AS BRACES,

STIFFENERS, MEMBER

LOCATIONS, AND PROPER

APPLICATION OF JOINT DETAILS

AT EACH CONNECTION.

XA.

INSPECTION AGENT SHALL BE ON

THE PREMISES DURING THE

PLACEMENT OF ANCHOR RODS

AND OTHER EMBEDMENTS

SUPPORTING STRUCTURAL

STEEL FOR COMPLIANCE WITH

CONSTRUCTION DOCUMENTS.

VERIFY THE DIAMETER, GRADE,

TYPE, AND LENGTH OF THE

ANCHOR ROD OR EMBEDDED

ITEM, AND THE EXTENT OF DEPTH

OF EMBEDMENT PRIOR TO

PLACEMENT OF CONCRETE.

XB.

VERIFY CONTOUR AND FINISH AS

WELL DIMENSIONAL TOLERANCES

OF REDUCED BEAM SECTIONS

(RBS)

XC.

H-PILES - VERIFY THAT NO

HOLES OR UNAPPOVED

ATTACHMENTS OCCUR WITHIN

THE PROTECTED ZONES OF

PILING

XE.

PROTECTED ZONES - VERIFY

THAT NO HOLES OR

UNAPPROVED ATTACHMENTS

ARE MADE WITH THE PROTECTED

ZONE

XD.

4. PRIOR TO BOLTING

(SNUG-TIGHT JOINTS NOT APPLICABLE)

TABLE N5.6-1,

AISC 360

1705.2 05 1200

CERTIFICATIONS OF

FASTERNERS

XA.

VERIFY THAT FASTENERS HAVE

BEEN MARKED IN ACCORDANCE

WITH ASTM REQUIREMENTS.

XB.

VERIFY GRADE, TYPE, AND BOLT

LENGTH IF THREADS ARE

EXCLUDED FROM THE SHEAR

PLANE.

XC.

VERIFY PROPER PROCEDURE

IS USED FOR THE JOINT

DETAIL.

XD.

VERIFY APPROPRIATE FAYING

SURFACE CONDITION AND

HOLE PREPARATION, IF

SPECIFIED, MEET

REQUIRMENTS.

X E.

OBSERVE AND DOCUMENT

VERFICATION TESTING BY

INSTALLATION PERSONNEL

FOR FASTENER ASSEMBLIES

AND METHODS USED.

X F.

VERIFY PROPER STORAGE OF

BOLTS, NUTS, WASHERS, AND

OTHER FASTENER

COMPONENTS.

X G.

5. DURING TO BOLTING

(SNUG-TIGHT JOINTS NOT APPLICABLE)

TABLE N5.6-1,

AISC 360

1705.2 05 1200

VERIFY THAT FASTENER

ASSEMBLIES ARE SUITABLE

CONDITION, PACED IN ALL

HOLES, AND WASHERS ARE

POSITIONED AS REQUIRED.

XA.

VERIFY THAT JOINTS ARE

BROUGHT TO SNUG-TIGHT

CONDITION PRIOR TO

PRETENSIONING OPERATION.

XB.

VERIFY THAT FASTENER

COMPONENT IS NOT TURNED BY

WRENCH PREVENTED FROM

ROTATING.

XC.

VERIFY THAT FASTENERS ARE

PRETENSIONED IN

ACCORDANCE WITH RCSC

SPECFICATION, PROGRESSING

SYSTEMATICALLY FROM THE

MOST RIGID POINT TOWARD

THE FREE EDGES.

XD.

ACI 318: 17.8.2 -

Fort Worth District

75�#ΤΟ[�%ΘΤΡΥ�ΘΗ

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S-002

6'-0"

6' -0

NEW CONCRETE

CONTAINMENT PAD WITH

1'-6" TALL CURB WALL

8" CONCRETE SLAB

NOTE: DIMENSIONS SHOWN ARE TO BE VERFIIED BY GC AND UTILITY PROVIDER

1'-0"

8' -0

8'-0"

TRANSFORMER CONTAINMENT PAD - PLAN

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

SWITCHGEAR BEARING PAD - PLAN

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

NOTE: DIMENSIONS SHOWN ARE TO BE VERFIIED BY GC AND UTILITY PROVIDER

21'-0"

'-0

8" CONCRETE SLAB

TRANSFORMER CONTAINMENT WITH EXTENDED CONCRETE PAD - PLAN

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

13'-6" 12'-0"

3' -6

'-0

25'-6"

2'-9"8'-0"

8' -0

6' -0

6'-0"

'-6

8" CONCRETE SLAB

8" CONCRETE SLAB (E)

8" CONCRETE SLAB

NEW CONCRETE CONTAINMENT PAD WITH

1'-6" TALL CURB WALL

1'-0"2'-3"

CONDUIT SUPPORT CONCRETE PAD - PLAN

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

7'-6"

7' -6

8" CONCRETE SLAB

Fort Worth District

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S-101

28'-0"

'-0

GENERATOR CONCRETE PAD - PLAN

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

8" CONCRETE SLAB

28'-0"

'-0

FUEL TANK CONCRETE PAD - PLAN

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

8" CONCRETE SLAB

NEW UTILITY ENCLOSURE CONCRETE PAD - PLAN

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

11'-2"

'-9

8" CONCRETE SLAB

LOAD BANK CONCRETE PAD - PLAN

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

15'-0"

'-9

8" CONCRETE SLAB

Fort Worth District

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S-102

#4 x 1'-0" @ 18" WITH 1-#4

CONTINUOUS

OPTIONAL

CONSTRUCTION JOINT

DRAPE REINFORCING

1'-0"

VAPOR RETARDER

1'-0"

TYPICAL DROP IN PAD DETAIL3

NO SCALE

TYPICAL CURB DETAIL

NO SCALE

9" MAX.

3/4" CHAMFER

.A R

C H

MORE THAN 9"

O R

H 'L

C H

3/4" CHAMFER

SLAB

ROUGHEN FLOOR

#3 @ 24" O.C.

4-#3 CONT.

AROUND PERIMETER

ROUGHEN FLOOR

SLAB

#3 x 6" @ 24"

OF PAD

1-#3 CONT.

PRIOR TO CONSTRUCTION.

2. VERIFY PAD DIMENSIONS WITH UNIT MANUFACTURER

MECHANICAL, ELECTRICAL & PLUMBING DRAWINGS.

1. COORDINATE ANY EMBEDDED ITEMS IN PAD W/

NOTES:

TOP & BOTTOM

#4 @ 12" O.C. EA. WAY

SPECIFICATIONS

SEE ELEC. DRAWINGS AND

M/E UNIT -

2"MIN.

8" M

MECHANICAL PAD DETAIL

3. PAD SHALL BE PLACED ON UNDISTURBED

EXISTING SOIL OR COMPACTED FILL.

EXTERIOR GRADE -

SEE SITE/CIVIL DRAWINGS

PAD LOCATION.

4. SEE MEP, SITE AND/OR CIVIL DRAWINGS FOR

NO SCALE

6" M

WATERSTOP, TYP

AT JOINTS

WATERSTOP, TYP

AT JOINTS

6" MAX

TYPICAL BASE PLATE DETAIL - 4 BOLTS

NO SCALE

1. WELD TO BE 1/16" SMALLER THAN THICKNESS

2. SEE DETAIL 05/S2.1 FOR BASE PLATE ELEVATION.

OF TUBE.

NOTES:

V/2 V/2

Y Y

W /2

Z Z

NO SCALE

HSS6X6X1/4 COLUMN

(4) 3/4" DIA HILTI KWIK

BOLT TZ W/ 5 3/4" EMBED,

TYP

SEE 04/S2.1 FOR BASE

PLATE AND ANCHOR BOLT

DIMENSIONS

TYPICAL COLUMN BASE PLATE DETAIL

ELEVATION

NO SCALE

TYP.

HSS4X4X1/4 HORIZ STRUT

1/2" CAP PLATE CENTERED ON

COLUMN AND BEAM

1/16" SMALLER THAN COLUMN

WALL THICKNESS, 3/16"

MINUMUM

L3X3X1/4 BRACE EA

SIDE

TYPICAL TOP OF PIPE SUPPORT POST DETAIL

V W Y Z T

18" 18" 7" 7" 1"

1/16" SMALLER THAN COLUMN

WALL THICKNESS, 3/16"

MINUMUM

HSS4X4X1/4 VERT STRUT, TYP

2' -6

TYPE "A" - 3'-6" @ ROWS OF 6 CONDUIT

TYPE "B" - 4'-0" @ ROWS OF 8 CONDUIT

1' -9

1/16" SMALLER THAN COLUMN

WALL THICKNESS, 3/16"

MINUMUM, TYP, GRIND SMOOTH

1/16" SMALLER THAN COLUMN

WALL THICKNESS, 3/16"

MINUMUM, TYP, GRIND SMOOTH

HSS6X6X1/4 COLUMN

@ 15'-0" OC MAX

EL. 14'-8" AT TYPE "A"

EL. 12'-8" AT TYPE "B"

1/4 " CAP PLATE, SEAL WELD,

GRIND SMOOTH, TYP AT OPEN

SECTION ENDS

(4) 3/4" DIA. ANCHOR

BOLTS

SEE ELECTRICAL

DRAWINGS FOR

CONDUIT QUANTITY

AND GENERAL PIPE

SUPPORT LOCATIONS

NOTE: ALL EXPOSED STEEL

SHALL BE HOT-DIP GALVANIZED.

ALL GALVANIZING REPAIRS

SHALL BE WITH 'ZRC' COLD

GALVANIZING COMPOUND.

NOTE: ALL EXPOSED STEEL

SHALL BE HOT-DIP GALVANIZED.

ALL GALVANIZING REPAIRS

SHALL BE WITH 'ZRC' COLD

GALVANIZING COMPOUND.

NOTE: ALL EXPOSED STEEL

SHALL BE HOT-DIP GALVANIZED.

ALL GALVANIZING REPAIRS

SHALL BE WITH 'ZRC' COLD

GALVANIZING COMPOUND.

Fort Worth District

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5∗∋∋6�+&

�5 +1

S-501

AROUND)

1/2" EXPANSION JOINT

12"

ABOVE GROUND

FUEL TANK (ALL

12"

SLAB MIN. 12" ALL AROUND STAIRS

SUPPORT SLAB DETAILS AND EXTEND

3. FOR STAIRS SUPPORT SLAB, USE PIPE

2. FOR PIPE SUPPORT DETAILS, SEE

1. WIDTH OF PIPE SUPPORT PAD IS 2 FT.

UNLESS OTHERWISE NOTED.

W2.9 x W2.9 VWF

NOTES:

4 1/2" 4"

SEE DRAWINGS FOR LENGTH

PIPE SUPPORT SLAB

TO EXISTING SLAB)

(WHERE SLAB ATTACHES

1/2" EXPANSION JOINT

GRADE

SLAB THICKNESS AND REBAR

REQUIREMENTS PER TANK

MANUFACTURER'S RECOMMENDATION

MIN.

SECTION A-A

1. CONCRETE SLAB SHALL BE SET TRUE AND LEVEL.

PLAN

IN CENTER OF SLAB.

6" THICK CONCRETE SLAB W/#4 REBAR @ 12" E.W.

NOTE: TYPICAL EACH SIDE

#3 REBAR @ 12"

12"

#4 REBAR @ 12" E.W.

6"MIN.

3" CLEAR

NOTE:

3' -6

GRADE

12" MIN. (ALL AROUND)

ABOVEGROUND TANKA A

"A"

BACKFILL

APPROVED

6" MIN.

PIPING SHALL BE SPACED SUCH THAT IF FLANGES

WERE INSTALLED ON BOTH PIPES, THEY WOULD

SLOPE LINES 1/8 INCH PER FOOT (MIN)2

6" MIN.

OPEN AREAS

PIPE BEDDING DETAIL

24" MIN.

6" MIN.

BURIAL DEPTH OF 12"

WARNING TAPE

GRADE

FINISHED

SAND FILL

O.D. OF PIPE

CLEAR EACH OTHER BY 2 INCHES

LOCKABLE CAP AND

4" FILL PORT WITH

7 GALLON (MIN.)

OVERFILL SPILL BOX

��/#09#;�1(�6#0−��)#..10

2" HIGH LEVEL PORT

FS/FR

SHOWN ON THIS SINGLE COMPARTMENT TANK.

FOR A DUAL COMPARTMENT TANK, PROVIDE

EACH COMPARTMENT WITH THE CONNECTIONS

FOR AST BASE SLAB SEE DETAIL

LEAK DETECTION

SEE SITE PLAN DRAWINGS FOR FS, FR, AS

SIZING AND ORIENTATION.

NOTE:

PORT

SEISMIC SUPPORT (TYP.)

PROVIDE CALIBRATION CHART

2" PORT FOR TANK LEVEL GAUGE (IN INCHES);

SCREWED MUSHROOM CAP

ABOVE TOP OF TANK WITH

ALARM, TERMINATE 24"

2" VENT WITH WHISTLE

4" PORT FOR

AND LARGER

6" EMERGENCY VENT

AUDIO ALARM

12 GA STEEL CHANNEL

1-5/8"x 1-5/8"x

TEST BUTTON

RESET BUTTON

3'-6"

4"-0"

INTERSTITUAL LEAK DETECTION LIGHT

HIGH LEVEL ALARM LIGHT

CONTROL PANEL

(DESIGNER NOTE: DETAIL "YY" REFERENCES THE ELECTRICAL BRANCH DETAIL THAT SHOWS THE POWER

WIRING CIRCUITS FOR THE DISPENSERS, ETC)

M3.0

PIPE BEDDING DETAIL

SCALE: N.T.S.

M3.0

ABOVEGROUND FUEL

STORAGE (AST) TANK DETAIL

SCALE: N.T.S.

M3.0

CONTROL PANEL AND STAND FOR AST

SCALE: N.T.S.

M3.0

TANK CONCRETE PAD

SCALE: N.T.S.

M3.0

AST BASE & PIPE SUPPORT SLAB

SCALE: N.T.S.

M3.0

BALANCED HYDRAULIC

SYSTEM

(MOGAS, DIESEL, NO. 1,2,3,4 FUEL OILS, ETC)

FUEL TANK

MOUNTED ON POST IN

WEATHER-PROOF CASE

TREATED WOODEN POST

(6"X6")

FUEL TANK

DIRECT READING DIAL MAY

BE CALIBRATED IN GALLONS,

FEET, INCHES, ETC.

ASSEMBLY

FLOAT & ARM

MECHANICAL

LINKAGE DIRECT READING DIAL

M3.0

FUEL LEVEL INDICATOR

SCALE: N.T.S.

DISPENSER & PUMPS ARE REQUIRED FOR SOME TANKS,

BUT NOT SHOWN FOR CLARITY.

EACH TANK SHALL BE PROVIDED WITH SIGNAGE

FOR THE FOLLOWING INFORMATION: TANK NUMBER,

GALLONS, NO SMOKING/FLAMMABLE AND PRODUCT.

TANKS THAT ARE 4'-6" OR HIGHER SHALL BE

PROVIDED WITH STAIRS. STAIRS SHALL BE PROVIDED

BY TANK MANUFACTURER.

REFER TO DRAWINGS FOR MORE DETAIL.

TANK MAY BE RECTANGULAR

OR CYLINDRICAL CONFIGURATION.

NOTE:

CONC PAD

�5 +1

+5 �7

5∗∋∋6�+&

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M B

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D E

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A C

G N

A C

N D

D R

-0

D R

-0

D R

-0

A L

-1

U .S

.A R

M Y

C O

O F

E N

R T

W O

R T

W O

,T X

H O

O N

,T X

D E

B Y

. D

R A

W N

B Y

. C

B Y

S U

B M

U E

D A

O C

E R

S O

N N

-1 5-

U -1

C O

N O

N A

O P

N A

5#;∋&�5��−∗#0

M-502

#∃∃4∋8+#6+105

5;/∃1.5

725�5;/∃1.5�

%#∃.∋� �%10&7+6�5+<+0)�%∗#46

%#∃.∋� �%10&7+6�5%∗∋&7.∋��%10641.�

�5 +1 ��6

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D R

S U

-0 1-

D R

S U

-0 3-

D R

S U

-0 9-

B M

-1

U .S

.A R

M Y

C O

R P

S O

R T

W O

R E

R T

W O

,T X

O U

N ,T

E D

B Y:

. D R

A W

N B

. C

H E

D B

U E

D A

O C

N N

-1 5-

U -1

C O

A C

T N

O P

N A

N S

O N

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�5

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�� %4+6+%#.�.1#&��∗#<%10�

��/12�(14�4∋�%10(+)74+0)�6∗∋�∋.∋%64+%#.�5;56∋/�

3. ASI FOR RE-CONFIGURING THE ELECTRICAL SYSTEM.

4. REDUNDANT POWER CONSIDERATIONS.

5. TEMPORARY EQUIPMENT.

6. UPS SHUTDOWN(S).

7. MECHANICAL EQUIPMENT SHUTDOWNS.

8. PDU INVESTIGATIONS.

2∗#5+0)�016∋5

9. FEEDER TO THE PDU'S RE-CIRCUITED TO NEW UPS SYSTEM.

10. EPO SYSTEM RE-CONFIGURE AND COMMISSIONING.

11. UPS SYSTEM.

12. RELABELING OF PANELS.

13. GENERATOR PARALLELING GEAR.

&∋/1.+6+10�016∋5

)∋0∋4#.�016∋5

�5 +1 ��6

+5 �7

5∗∋∋6�+&

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D R

S U

-0 1-

D R

S U

-0 3-

D R

S U

-0 9-

B M

-1

U .S

.A R

M Y

C O

R P

S O

R T

W O

R E

R T

W O

,T X

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N ,T

E D

B Y:

. D R

A W

N B

. C

H E

D B

U E

D A

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N N

-1 5-

U -1

C O

A C

T N

O P

N A

N S

O N

A L

�0 +6 +1

�2 +0 �0

E-002

E x

E x x E x

E x

ExExEx

E x

X X X X X X X X X X X X X X

X X

X X X X X X X

X X

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

E x

ExExEx

E x

X X X X X X X X X X X X

X X

X X X X X X X

X X

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

E x

ExExEx

E x

X X X X X X X X X X X X X X X X

X X

X X X X X X X

X X

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

E x

ExExEx

E x

X X X X X X X X X

X X

X X X X X X X

X X

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

E x

E x x E x

E x

ExExEx

E x

X X X X X X X X X X X X X X

X X

X X X X X X X

X X

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

�5 +1

+5 �7

5∗∋∋6�+&

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B O

L D

A C

G N

A C

N D

D R

-0 1-

D R

-0 3-

D R

-0 9-

A L

S U

-1 0-

U .S

.A R

M Y

C O

O F

T W

O R

T W

O R

H O

O N

,T X

. D

R A

W N

B Y

. C

H E

C K

B Y:

U E

D A

O C

E R

O N

N O

G -1

5- U

-1

O N

T N

O P

N A

D O

O N

A L

E-011

�5 �1

+1 �2

PHASE 1: DEMOLITION & SITE UTILITIES

PHASE 2: TRANSFER POWER, PMT D TO PMT C

PHASE 3: UTILITY COORDINATION PMT D & B

TIN SHED

EXIST

GEN

EXIST

GEN

EXIST

GEN

PHASE 4: TRANSFER POWER, PMT C TO D

SEQUENCE OF CONSTRUCTION

SWGR

C SLAB

ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω

PHASE 5: TRANSFER POWER, PMT C TO PMT D

EXIST

GEN

EXIST

GEN

EXIST

GEN

N ω ω ω ω ω

E x

ExExEx

E x

X X X X X X X X X X X X X X

X X

X X X X X X X

X X

E x

ExExEx

E x

X X X X X X X X X X X X X X

X X

X X X X X X X

X X

E x

ExExEx

E x

X X X X X X X X X X X X X X

X X

X X X X X X X

X X

E x

ExExEx

E x

X X X X X X X X X X X X X X

X X

X X X X X X X

X X

POW

ERPOLE

OOD)

E x

Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex

E x

C x

Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx

C x

Cx Cx Cx

Cx Cx

C x

X X

XXXXXXXXXXXXXXXXXXXXXXXXXX

X X

X X X X X X X

X X X

X X

SDx

SDx SDxSDx

E-012

�5 �1

+1 �2

PHASE 9: NEW PARALLELING SWGR

PHASE 8: NEW SWGR A & B AND PARALLELING SWGR

PHASE 10: TRANSFER POWER FROM PMT "C" TO PMT "D"

5∗∋∋6�+&

Fort Worth District

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PHASE 7: NEW EDP'S & PARALLELING CONTROLLERE2E3

ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω

PHASE 6: NEW ELECTRICAL SERVICE

N ω ω ω ω ω ω ω ω ω

E x

ExE x

E x

ExExEx

E x

X X X X X X X X X X X X X X X

X X

X X X X X X X

X X

E x

ExE x

E x

ExExEx

E x

X X X X X X X X X X X X X X

X X

X X X X X X X

X X

E x

ExE x

E x

ExExEx

E x

X X X X X X X X X X X X X X

X X

X X X X X X X

X X

E x

ExE x

E x

ExExEx

E x

X X X X X X X X X X X X X X

X X

X X X X X X X

X X

E x

ExE x

E x

ExExEx

E x

C x C x C x

C x

C x C x

X X X X X X X X X X X X X X

X X

X X X X X X X

X X

�5 +1 ��6

+5 �7

5∗∋∋6�+&

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D R

S U

-0 1-

D R

S U

-0 3-

D R

S U

-0 9-

B M

-1

U .S

.A R

M Y

C O

R P

S O

R T

W O

R E

R T

W O

,T X

O U

N ,T

E D

B Y:

. D R

A W

N B

. C

H E

D B

U E

D A

O C

N N

-1 5-

U -1

C O

A C

T N

O P

N A

N S

O N

A L

E-013

�5 �1

+1 �2

PHASE 12: WIRING GEN 3 TO PP GEAR

PHASE 11: RE-TRANSFER FROM PMT D TO C

N ω ω ω ω ω ω ω

PHASE 14: TEST GEN. 3 & 4, PP GEAR

N ω ω ω ω

PHASE 13: WIRING FOR PARALLELING GEAR

N ω ω ω ω ω ω

PHASE 15: FUEL TANK REVISION

E x

ExExEx

E x

X X X X X X X X X X X X X X X X X

X X

X X X X X X X

X X

E x

ExExEx

E x

X X

E x

ExE x

E x

ExExEx

E x

X X X X X X X X X X X X X X

X X

X X X X X X X

X X

E x

ExE x

E x

ExExEx

E x

C x

C x C x

X X X X X X X X X X X X X X

X X

X X X X X X X

X X

E x

ExExEx

E x

C x

C x C x

X X

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+5 �7

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N O

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D R

S U

-0 1-

D R

S U

-0 3-

D R

S U

-0 9-

B M

-1

U .S

.A R

M Y

C O

R P

S O

R T

W O

R E

R T

W O

,T X

O U

N ,T

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B Y:

. D R

A W

N B

. C

H E

D B

U E

D A

O C

N N

-1 5-

U -1

C O

A C

T N

O P

N A

N S

O N

A L

E-014

�5 �1

+1 �2

PHASE 19: SHUTDOWN EXIST. USP-A

PHASE 18: REMOVE EXIST. PARALLELING GEAR

PHASE 17: RE-TRANSFER LOADS FROM EDP-D

ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω ω

N ω ω

PHASE 16: DE-COMMISSION EXISTING

PARALLELING GEAR

N ω ω ω

PHASE 20: COMMISSION UPS-A1 & UPS-A2

E x

ExExEx

E x

E x x

X X

E x

ExExEx

E x

E x x

X X

E x

ExExEx

E x

C x

X X

E x

ExExEx

E x

C x

C x C x

X X

E x

ExExEx

E x

C x

C x C x x

X X

�5 +1

+5 �7

5∗∋∋6�+&

Fort Worth District

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B O

L D

A C

G N

A C

N D

D R

-0 1-

D R

-0 3-

D R

-0 9-

A L

S U

-1 0-

U .S

.A R

M Y

C O

O F

T W

O R

T W

O R

H O

O N

,T X

. D

R A

W N

B Y

. C

H E

C K

B Y:

U E

D A

O C

E R

O N

N O

G -1

5- U

-1

O N

T N

O P

N A

D O

O N

A L

E-015

�5 �1

+1 �2

PHASE 24: TRANSFER LOADS TO UPS-B1

SWGR

PHASE 23: TRANSFER TO UPS-B1

ω ω ω ω ω

N N

N ω ω ω ω ω ω ω ω ω ω ω ω ω

PHASE 21: TRANSFER TO UPS-A1

PHASE 22: SHUTDOWN EXIST. UPS-B

PHASE 25: CONNECT GEN 1 & 2 TO PARALLELING GEAR

N ω

Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx

GxGxGx

SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx

S D x

SDx SDx

SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx

SD x

SDx

SD x

SDx

SD x

SDx SDx SDx SDx

W x

SDx

S D x

C x

C x C x

C x

C x C x C x

Ex Ex Ex

X X X X X X

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X

X X

Ex Ex

SDx SDx SDx SDx SDx SDx SDx SDx SDx

SDx SDx

SDx SDx SDx SDx SDx SDx SDx SDx

Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

G x

SDx SDx SDx SDx

S D x S

D x

SD x

G x

W x

G x

E x

E xE x

�5 +1

+5 �7

5∗∋∋6�+&

Fort Worth District

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S Y

M B

O L

D E

S C

A C

G N

A C

N D

D R

-0

D R

-0

D R

-0

A L

-1

U .S

.A R

M Y

C O

O F

E N

R T

W O

R T

W O

,T X

H O

O N

,T X

D E

B Y

. D

R A

W N

B Y

. C

B Y

S U

B M

U E

D A

O C

E R

S O

N N

-1 5-

U -1

C O

N O

N A

O P

N A

ED101

+6 +1 �5 +6

+6 �4 +0 �2

SCALE: 1"=20'-0"

ELECTRICAL SITE ENLARGED CONDUIT ROUTING PLAN - DEMOLITION N1

ED101

KEYED NOTES:KEYED NOTES:

MATCHLINE A

GENERAL NOTES:

�5 +1 ��6

+5 �7

5∗∋∋6�+&

Fort Worth District

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C R

O N

C K

N O

O N

D R

S U

-0 1-

D R

S U

-0 3-

D R

S U

-0 9-

B M

-1

U .S

.A R

M Y

C O

R P

S O

R T

W O

R E

R T

W O

,T X

O U

N ,T

E D

B Y:

. D R

A W

N B

. C

H E

D B

U E

D A

O C

N N

-1 5-

U -1

C O

A C

T N

O P

N A

N S

O N

A L

ED102

+6 +1 �1 +0

SCALE: N.T.S.

DEMOLITION ONE-LINE DIAGRAM, SERVICES A & B1

ED102

�5 +1 ��6

+5 �7

5∗∋∋6�+&

Fort Worth District

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L D

E S

C R

O N

C K

N O

N D

D R

S U

-0 1-

D R

S U

-0 3-

D R

S U

-0 9-

B M

-1

U .S

.A R

M Y

C O

R P

S O

R T

W O

R E

R T

W O

,T X

S U

H O

U S

,T X

D E

N E

D B

. D R

B Y:

. C H

E C

K E

D B

S U

B M

E D

S O

N N

-1 5-

U -1

C O

N O

N A

ED103

+6 +1 �1 +0

SCALE: N.T.S.

DEMOLITION ONE-LINE DIAGRAM, PANELS CDP-A2 AND CDP-B21

ED.6.1

X X

GATE

XXXXX

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

XXXXXX

X X

X X X

X X X X X X X X X X X

X X X X

X X

C x

C x C x C x C x C x C x

C x

Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx

C x

Cx Cx Cx

C x

Cx Cx Cx Cx Cx Cx

C x

�5 +1 ��6

+5 �7

5∗∋∋6�+&

Fort Worth District

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B O

L D

E S

C R

O N

C K

N O

N D

D R

S U

-0 1-

D R

S U

-0 3-

D R

S U

-0 9-

B M

-1

U .S

.A R

M Y

C O

R P

S O

R T

W O

R E

R T

W O

,T X

S U

H O

U S

,T X

D E

N E

D B

. D R

B Y:

. C H

E C

K E

D B

S U

B M

E D

S O

N N

-1 5-

U -1

C O

N O

N A

E-101

+6 �2

SCALE: 1"=40'-0"

ELECTRICAL SITE OVERALL PLAN N1

E-101

E-302

NEW

WORK

ED103

DEMOLITION

WORK

E x

E xExExExExExExExExEx

E x

C x

C x C x C x C x C x C x C x

C x

C x C x C x C x

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X

X X X X X X X X X X X X X X X X X X X X

X X

E E

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

E E

Ex Ex Ex Ex Ex

SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx

SDx SDx

SDx

SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

SDx

SD x

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

�5 +1

+5 �7

5∗∋∋6�+&

Fort Worth District

75�#ΤΟ[�%ΘΤΡΥ�ΘΗ

∋ΠΙΚΠΓΓΤΥ��

S Y

M B

O L

D E

S C

A C

G N

A C

N D

D R

-0

D R

-0

D R

-0

A L

-1

U .S

.A R

M Y

C O

O F

E N

R T

W O

R T

W O

,T X

H O

O N

,T X

D E

B Y

. D

R A

W N

B Y

. C

B Y

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ELECTRICAL SITE ENLARGED BELOW-GRADE CONDUIT ROUTING PLAN N1

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KEYED NOTES (CONT'D):KEYED NOTES (CONT'D):

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(CONTINUED I)(CONTINUED II)(CONTINUED III)

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This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.