W912QR-01838366_Plans-0000.pdf

PDF 3 MB Posted Mar 11, 2021

Attached to: MATOC CONTRACTORS ONLY***** W912QR-01838366
Solicitation number: W912QR-01838366
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

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File	Type	Posted
W912QR-01838366-0004.pdf	PDF	Mar 31, 2021
Site Vist 1st - 03-25-2021.pdf	PDF	Mar 30, 2021
W912QR-01838366-0003.pdf	PDF	Mar 30, 2021
W912QR-01838366-0002.pdf	PDF	Mar 26, 2021
W912QR-01838366_Specs-0001.pdf	PDF	Mar 19, 2021
W912QR-01838366_Specs-0000.pdf	PDF	Mar 11, 2021

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1 8 T H B L V D

S T

R E

E T

BLDG. 23

POWER POLE W/

LIGHT (QTY 3)

STORM DRAIN

GEN

AIR COOLED CHILLERS

SHEET

IDENTIFICATION

B Y:

D R

B Y:

D B

C H

D B

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Defense Information Systems Agency A Combat Support Agency

.B O

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O O

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G E

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* FOR OFFICIAL USE ONLY *

N /A

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L_ M

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-1

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N /A

G-100

A C

R C

C O

S H

D R

G S

AREA OF WORK

DEFENSE INFORMATION SYSTEMS AGENCY

COLUMBUS

FUEL TANK PROJECT

DESIGN DRAWINGS

PLAN

REFERENCE

NORTH

LOCATION MAP

BUILDING 23

CONTRACTOR LAY DOWN AREA

BUILDING 23

SCALE: 1" = 30'-0" 0 30' 60'

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction

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"G" STREET

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YEARLING ROAD

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DOCK

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LOADING DOCK

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DOCK

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GATE

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GRASS

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LODGING

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ROOSEVELT LANE

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FOYLE AVENUE

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PERSHING AVENUE

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WASHINGTON

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E STREET

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4TH BLVD.

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JAMES ROAD

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9TH BLVD.

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STELZER RD.

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14TH BLVD.

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JACKSON BLVD.

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11TH BLVD.

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EAST BROAD ST. (STATE ROUTE 16)

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"C" STREET

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YEARLING ROAD

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LANE

SHEET

IDENTIFICATION

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Defense Information Systems Agency A Combat Support Agency

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G-101

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SHEET LIST AND

GENERAL NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS AND

SHALL NOTIFY THE CONTRACTING OFFICER IF CONDITIONS DIFFER FROM WHAT IS

SHOWN ON THE DESIGN DRAWINGS.

2. THE TYPE, SIZE, LOCATION AND NUMBER OF UNDERGROUND UTILITIES ARE

APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE

EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF

THE WORK PRIOR TO COMMENCING AND NEW CONSTRUCTION. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR ANY UNKNOWN UNDERGROUND UTILITIES. THE

CONTRACTOR SHALL CONDUCT A FIELD SURVEY AND UPDATE EXISTING, OR IF

UNAVAILABLE GENERATE NEW AUTOCAD 2015 COMPATIBLE AND PDF FORMAT

DRAWINGS REFLECTING EXISTING CONFIGURATION. THE CONTRACTOR IS TO NOTIFY

THE CONTRACTING OFFICER IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON THE

CONCEPT PLAN.

3. PROTECT ALL EXISTING ITEMS TO REMAIN OR BE REUSED. CONTRACTOR SHALL

REPAIR OR REPLACE ALL DAMAGE CAUSED DURING THE COMPLETION OF THIS

PROJECT.

4. AT NO TIME IS BUILDING GENERATOR BACKUP POWER ALLOWED TO BE COMPROMISED.

NOT MORE THAN ONE GENERATOR (CRITICAL OR ESSENTIAL) MAY BE MADE

UNAVAILABLE AT ANY GIVEN TIME. AN AUTHORIZED SERVICE INTERRUPTION (ASI)

SHALL BE SUBMITTED AND ACCOMPANIED BY A METHOD OF PROCEDURE (MOP).

5. THIS SET OF DESIGN DOCUMENTS SHALL BE CONSIDERED AS A WHOLE IN THAT THE

GENERAL CONTRACTOR AND ALL THE SUB-CONTRACTORS ARE RESPONSIBLE FOR THE

INFORMATION PRESENTED ON ALL SHEETS ON THE SET OF DRAWINGS AND ALL

SECTIONS OF THE SPECIFICATIONS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING RECORD DRAWINGS FOR

ALL WORK THROUGHOUT THE COURSE OF CONSTRUCTION. SUCH DRAWINGS SHALL

RECORD THE LOCATION AND GRADE OF ALL UNDERGROUND IMPROVEMENTS

CONSTRUCTED AND SHALL BE DELIVERED TO THE CONSTRUCTION INSPECTOR PRIOR

TO, AND IN CONSIDERATION OF, THE CONTRACTING OFFICER'S ACCEPTANCE OF WORK.

7. NO INTERRUPTIONS TO SERVICES WILL BE PERMITTED WITHOUT PRIOR COORDINATION

WITH THE CONTRACTING OFFICER.

8. CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES AND PROPER DRAINAGE UNTIL

ALL NEW WORK IS INSTALLED AND OPERATIONAL.

9. CONTRACTOR SHALL COMPLETE A TOPOGRAPHIC SURVEY OF THE CIVIL WORK,

EVERYTHING FOR THE DRIVEWAY AND FUEL TANK CONCRETE PAD, PRIOR TO

CONSTRUCTION. VERIFY AND LAYOUT THE THE SURVEY POINTS IN AUTOCAD, PROVIDE

THE SURVEY TO GOVERNMENT BEFORE CONSTRUCTION TO VERIFY GRADING. THE

SURVEY SHALL BE PROVIDED AS PART OF THE AS-BUILT DRAWINGS.

10.CONTRACTOR IS REQUIRED TO GET A DIG PERMIT BEFORE ANY DIGGING IS ALLOWED.

METHOD OF PROCEDURE (MOP). A MOP IS A STEP BY STEP, IN DEPTH, DESCRIPTION OF A WORK ITEM THAT NEEDS TO BE COMPLETED. MOP'S ARE REQUIRED, AND HAVE TO BE APPROVED BY THE SITE AND DISA DENVER, FOR ALL ASI'S (AUTHORIZED SERVICE INTERRUPTIONS). MOP'S ARE ALSO REQUIRED FOR ANY INTERRUPTIONS OF SERVICE FOR ANY MECHANICAL OR ELECTRICAL EQUIPMENT. THE SITE HAS THE DISCRETION TO APPROVE/REJECT MOP'S FOR ANY WORK

REQUIRED. (THE GOVERNMENT SHALL HAVE 28 DAYS TO REVIEW A MOP)

MOPS ARE REQUIRED FOR:

-ANY ELECTRICAL WORK.

-ANY INTERRUPTION OF UTILITIES.

-ANY STREET CLOSURES

-DIGGING AROUND UTILITIES

-SETTING UP A CRANE

METHOD OF PROCEDURE

HAZCON (ASI) REQUESTS. A HAZCON IS DEFINED AS AN OPERATIONALLY (NOT SAFETY) HAZARDOUS CONDITION IN WHICH CRITICAL LOADS ARE LIMITED TO ONE POWER SOURCE OR SUBJECTED TO A SINGLE POINT OF FAILURE. ALL WORK IN THEIR CATEGORY, MUST BE COORDINATED VIA AUTHORIZED SERVICE INTERRUPTION (ASI) 45 DAYS IN ADVANCE WITH THE SITE PERSONNEL. AN ASI REQUEST DOES NOT GUARANTEE ACCEPTANCE BY DISA OPERATIONS. THE 45 DAY REQUEST PERIOD SHOULD BE SUFFICIENT BUT APPROVAL IS BASED ON OPERATIONS ACCEPTANCE AND REAL WORLD CONDITIONS. THE POSSIBILITY ALWAYS EXISTS THAT AN APPROVED ASI CAN BE CANCELED AT THE LAST MINUTE DUE TO MISSION REQUIREMENTS. NORMALLY, HAZCONS SHALL ONLY BE ALLOWED TO OCCUR ON

WEEKENDS OR AT NIGHT, UNLESS OTHERWISE APPROVED BY THE SITE.

HAZCON SHALL BE REQUIRED:

-ANY CONNECTION TO CRITICAL POWER.

-CLEANING THE CRITICAL GENERATORS.

HAZCON

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction

B Y:

D R

B Y:

D B

C H

D B

T D

L D

N N

C O

N O

N U

K D

N D

C R

O N

1 2 3 4 5

Defense Information Systems Agency A Combat Support Agency

.B O

N W

O O

D V

G E

C O

* FOR OFFICIAL USE ONLY *

AN AN N

H O

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C O

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C-001

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TOP - SECTION IDENTIFICATION LETTER

BOTTOM - DRAWING ON WHICH SECTION IS DRAWN

TOP - DETAIL OR ASSEMBLY IDENTIFICATION NUMBER

BOTTOM - DRAWING ON WHICH DETAIL IS DRAWN

GENERAL SYMBOLS

SECTION CUT

SECTION TITLE

DETAIL INDICATION

DETAIL TITLE

BOL

C/E C or CL

CONC

CONT

DIP

ELEV

EMH

FOS

' or FT

GCA

" or IN

MIN

PIV

PMH

POB

POE

PVC

SEC

SSCB

STD

TOC

TOS

TYP

WMH

AND

DEGREES

BOLLARD

CONSTRUCTION EASEMENT

CENTERLINE

CONTRACTION JOINT

CLEANOUT

CONCRETE

CONTINUOUS

DUCTILE IRON PIPE

DRIVE

EASTING

EACH

EXPANSION JOINT

ELEVATION

ELECTRICAL MANHOLE

FINISH FLOOR ELEVATION

FIRE HYDRANT

FUEL OIL SUPPLY

FIRE PROTECTION

FEET

GRADED CRUSHED AGGREGATE

GAS METER

INCHES

LENGTH

LINEAR FEET

MINIMUM

NORTHING

ON CENTER

POST INDICATOR VALVE

POWER MANHOLE

POINT OF BEGINNING

POINT OF ENDING

POLYVINYL CHLORIDE PIPE

RADIUS

ROAD

SLOPE

STORM DRAIN

SECOND

SQUARE FEET

SANITARY SEWER

STORM SEWER CATCH BASIN

STANDARD

SQUARE YARDS

TRANSFORMER

TOP OF CONCRETE

TOP OF SLAB

TYPICAL

WATER METER

WATER VALVE

ABBREVIATIONS

LEGEND

FLOW DIRECTION ARROW

ASPHALT PAVEMENT

CONCRETE

GRASS

AGGREGATE SURFACE COURSE

CRUSHED ROCK

COMPACTED AGGREGATE BASE COURSE

SATISFACTORY FILL

FENCE LINE

ROADWAY & PARKING STANDOFF

BURIED FUEL LINE

ABOVE GROUND FUEL LINE

SANITARY SEWER LINE

STORM DRAIN PIPING

GAS LINE

POTABLE WATER LINE

HYDROGEN LINE

MAN HOLE

FIRE HYDRANT

UNDERGROUND ELECTRICAL

BUS DUCT

BOLLARD

LIGHT POLE

CONNECT TO EXISTING

SCALE 1:100

SECTIONA

X-X

A X-X

GAS

WATER

H HH

1. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER

OF ANY DISCREPANCY OR CONFLICT FOUND IN THE FIELD PRIOR TO OR

DURING THE COURSE OF CONSTRUCTION AND SHALL NOT PROCEED WITH

CONSTRUCTION UNTIL THE CONTRACTING OFFICER RESOLVES THE SAID

DISCREPANCY OR CONFLICT.

2. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND DETAILS

SHOWN ON THE DRAWING PRIOR TO THE START OF CONSTRUCTION. ANY

DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF

THE CONTRACTING OFFICER FOR CLARIFICATION.

3. NO INTERRUPTIONS TO SERVICES WILL BE PERMITTED WITHOUT PRIOR

COORDINATION WITH THE CONTRACTING OFFICER.

4. PROVIDE ALL CONSTRUCTION AND MATERIALS IN ACCORDANCE WITH THESE

CONTRACT DOCUMENT PROJECT SPECIFICATIONS AND THE MOST RECENT

ADOPTED EDITIONS OF THE FOLLOWING UNIFIED FACILITIES CRITERIA,

INTERNATIONAL BUILDING CODE (IBC) AND THE INTERNATIONAL PLUMBING

CODE.

5. THE SUCCESSFUL PERFORMANCE OF FIELD DENSITY TESTS DOES NOT

RELIEVE THE CONTRACTOR OF HIS/HER RESPONSIBILITY TO MEET THE

SPECIFIED DENSITY REQUIREMENTS FOR THE COMPLETE PROJECT.

ADDITIONAL TESTS AS MAY BE REQUIRED TO ENSURE THAT THE WORK OF

COMPACTION IS PERFORMED PROPERLY.

6. ALL EXISTING ASPHALT AND CONCRETE WILL BE SAW CUT IN NEAT STRAIGHT

LINES BY THE CONTRACTOR PRIOR TO EXCAVATION.

7. CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF THE PROJECT AND

COMPLYING WlTH ALL OSHA AND US ARMY CORPS OF ENGINEERS SAFETY

AND HEALTH REQUIREMENTS.

8. CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO LOCAL AND FEDERAL

CODES GOVERNING SHORING AND BRACING OF EXCAVATIONS AND

TRENCHES, AND FOR THE PROTECTION OF A WORKERS AND PUBLIC.

9. PROVIDE BARRICADES, SIGNS, FLASHERS, OTHER EQUIPMENT AND FLAG

PERSONS NECESSARY TO ENSURE THE SAFETY OF WORKERS AND VISITORS.

ALL CONSTRUCTION SIGNING, BARRICADING, AND TRAFFIC DELINEATION

SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.

10. COMPLY WITH LOCAL NOISE ORDINANCE STANDARDS.

11. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL ACCORDING TO

GOVERNING AGENCY STANDARDS.

12. TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT

PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM

WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND

ALL WORK IN CONNECTION WlTH CONSTRUCTION. SUBMIT A STORM WATER

POLLUTION PREVENTION PLAN.

13. CONTRACTOR SHALL PROVIDE AN INSULATING MAT FOR ALL UTILITIES AT

CROSSINGS WHERE THE SEPARATION IS LESS THAN 12".

14. THE CONTRACTOR SHALL NOT DISTURB OR BLOCK ACCESS TO OTHER

FACILITIES AND WORK AREAS THAT MAY BE ADJACENT TO THE SITE.

DETOURS, WHEN REQUIRED, SHALL BE COORDINATED WITH THE

CONTRACTING OFFICER AND SITE SECURITY OFFICER.

15. CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES AND PROPER

DRAINAGE UNTIL ALL NEW WORK IS INSTALLED AND OPERATIONAL.

16. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN IN THE

DRAWINGS ARE APPROXIMATE, HAVING BEEN OBTAINED FROM THE BEST

AVAILABLE SOURCE. IT IS EXPECTED THAT THERE MAY BE DISCREPANCIES

AND OMISSIONS IN THE GRADING AND LOCATION/QUANTITIES OF UTILITIES

SHOWN. THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE

CONTRACTOR, BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR

COMPLETE. ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS

THEREOF IS EXPRESSLY DISCLAIMED. THE CONTRACTOR SHALL DETERMINE

THE EXACT LOCATION OF ALL EXISTING UTILITIES IN ADVANCE OF

TRENCHING OPERATIONS. THE CONTRACTOR SHALL PROTECT ALL EXISTING

UTILITIES.

17. CONTRACTOR WILL BE RESPONSIBLE FOR CORRECTING ANY SETTLEMENT

OF OR DAMAGE TO EXISTING PAVEMENT, UTILITIES, STRUCTURES, OR

EQUIPMENT UNTIL THE COMPLETION OF THIS PROJECT. ANY DAMAGE AS A

RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR

REPLACED BY THE CONTRACTOR TO MATCH EXISTING AT NO ADDITIONAL

COST TO THE GOVERNMENT. ANY DAMAGE TO THE EXISTING GROUNDS OR

FACILITIES CAUSED BY CONSTRUCTION TRAFFIC OR OPERATION SHALL BE

REPAIRED OR REPLACED BY THE CONTRACTOR TO MEET OR EXCEED

EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE GOVERNMENT.

18. CONTRACTOR SHALL VERIFY ALL CIVIL AND STRUCTURAL DESIGN.

CONTRACTOR SHALL PROVIDE A SURVEY AND VERIFY ALL GRADING FOR

NEW WORK. CONTRACTOR SHALL COLLECT A PROCTOR AND PROVIDE A

GEOTECHNICAL REPORT.

GENERAL NOTES

1. ALL CAST-IN-PLACE CONCRETE SHALL HAVE A SPECIFIED MINIMUM 28 DAY

COMPRESSIVE STRENGTH AS FOLLOWS:

4,500 psi FOUNDATIONS.

4,500 psi SLABS ON GRADE.

2. ALL CONCRETE OPERATIONS, INCLUDING, BUT NOT LIMITED TO, MIX DESIGN,

MIXING, TRANSPORTING, PLACING, REINFORCING, DETAILING AND PLACING,

CURING, AND TESTING SHALL BE DONE IN ACCORDANCE WITH THE

REQUIREMENTS OF APPLICABLE PROVISIONS OF THE ACI "MANUAL OF

CONCRETE PRACTICE." DESIGN BASIS IS ACI 318-14, "BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE."

3. NO CALCIUM CHLORIDE, OTHER DELETERIOUS SALTS, OR ALUMINUM

EMBEDMENTS ARE PERMITTED IN CONCRETE.

4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A615 GRADE 60.

5. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI, DETAILING MANUAL,

PUBLICATION SP-66(04). MINIMUM CONCRETE COVER FOR REINFORCEMENT

SHALL BE AS FOLLOWS:

A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES

CONCRETE EXPOSED TO EARTH OR WEATHER

a. #6 BARS AND LARGER: 2 INCHES

b. #5 BARS AND SMALLER: 1 1/2 INCHES

B. CONCRETE NOT EXPOSED TO WEATHER OR GROUND CONTACT

a. SLABS, WALLS OR JOISTS, #11 BARS AND SMALLER: 3/4

INCHES

b. BEAMS OR COLUMNS

PRIMARY REINFORCEMENT: 1 1/2 INCHES

TIES, STIRRUPS, SPIRALS: 1 1/2 INCHES

6. SPLICES NOT SHOWN ON THE DRAWINGS SHALL BE SUBJECT TO APPROVAL. ALL

VERTICAL BARS AND BARS MARKED CONTINUOUS, INCLUDING TEMPERATURE

BARS, SHALL HAVE ACI 318, CLASS "B" SPLICE.

7. CHAMFER ALL EXPOSED CORNERS 3/4" UNLESS NOTED OTHERWISE.

8. CONCRETE FLOOR SLAB ON GRADE JOINTS SHALL BE LOCATED AS NOTED IN

THE DRAWINGS AND SPECIFICATIONS. SAWED CONTROL JOINTS SHALL BE CUT

INTO CONCRETE WITHIN 8 HOURS OF PLACING WITH AN EARLY ENTRY DRY CUT

SAW WITH ANTI-RAVEL SKID PAD.

9. CONCRETE SHALL BE AN AIR-ENTRAINING MIXTURE PER MANUFACTURER'S

RECOMMENDATIONS.

1. ATTACHMENT OF THE BULK FUEL TANK SHALL BE DESIGNED BY

MANUFACTURER TO RESIST A LOAD OF 305 KIPS AND SEISMIC FORCES IAW

INTERNATIONAL BUILDING CODE SECTION 1613 AND ASCE 7. COORDINATE

INSTALLATION OF ANCHOR RODS WITH INSTALLATION OF CONCRETE ELEMENTS

OR USE POST-INSTALLED ATTACHMENTS. PROVIDE SIGNED AND SEALED

CALCULATIONS OF ATTACHMENT DETAILS FOR REVIEW PRIOR TO

INSTALLATION.

GENERAL NOTES - CONCRETE

ATTACHMENT OF EQUIPMENT TO CONCRETE

SAN

X-X TOP - DETAIL OR ASSEMBLY IDENTIFICATION NUMBER

BOTTOM - DRAWING ON WHICH DETAIL IS DRAWN

DETAIL

1. CONTRACTOR SHALL PROVIDE PROTECTION, IN THE FORM OF DEVICES MADE

FOR THE PURPOSE, TO THE STORM WATER SYSTEM DRAINS, GRATES, CATCH

BASINS OR OTHER ENTRY POINTS INTO THE STORM DRAIN SYSTEM IN,

ADJACENT TO, OR DOWNSLOPE FROM THE WORK AREA WHENEVER WORK IS

UNDERWAY OR WHEN LOOSE MATERIAL, INCLUDING SOIL, IS STORED ON THE

SURFACE (AT OR ABOVE GRADE). IT SHALL BE SOLELY THE CONTRACTORS

RESPONSIBILITY TO FIELD VERIFY THE LOCATIONS, TYPES, AND SIZES OR

STORM DRAIN INLETS TO DETERMINE THE DEVICES, MEANS, AND METHODS

OF STORM WATER SYSTEM PROTECTION. THE SELECTED DEVICES, MEANS,

AND METHODS OF STORM WATER SYSTEM PROTECTION. WORK WILL NOT BE

ALLOWED TO BEGIN BEFORE DSCC ENVIRONMENTAL DIVISION MUST BE

CONTACTED IN ORDER TO INSPECT AND APPROVE THE STORM WATER

SYSTEM PROTECTION. WORK WILL NOT BE ALLOWED TO BEGIN BEFORE

DSCC ENVIRONMENTAL DIVISION APPROVAL IS GIVEN AND COMMUNICATED

TO ONE OF THE FOLLOWING: THE CONTRACTING OFFICER, THE

CONTRACTING OFFICERS REPRESENTATIVE, OR THE GOVERNMENT

CONSTRUCTION REPRESENTATIVE.

2. THE CONTRACTOR SHALL PROVIDE A DEVICE/SYSTEM, APPROVED BY DSCC

ENVIRONMENTAL DIVISION BEFORE WORK BEGINS, FOR THE HANDLING OF

EXCESS CONCRETE AND RESIDUE (INCLUDING FLUIDS) FROM CLEANING OF

CONCRETE HANDLING AND FINISHING EQUIPMENT. ALL CONCRETE

EQUIPMENT-CLEANING RESIDUE (INCLUDING FLUIDS) SHALL BE 100%

CONTAINED IN SUCH DEVICE/SYSTEM DESIGNED FOR THIS PURPOSE. AT NO

TIME WILL THE CONTRACTOR, OR ANY SUBCONTRACTORS, ALLOW

CONCRETE EQUIPMENT CLEANING RESIDUE (INCLUDING FLUIDS) TO ENTER

THE SANITARY SEWER, STORM DRAIN SYSTEM, NOR TO BE RELEASED UPON

THE GROUND.

3. UNCONTAMINATED WATER FROM DEWATERING OF EXCAVATIONS MUST NOT

BE DISPOSED OF DIRECTLY INTO THE STORM DRAIN SYSTEM, BUT RATHER

FILTERED IN A MANNER SUFFICIENT TO REMOVE GREATER THAN 90% OF ANY

SUSPENDED SEDIMENT. ACCEPTABLE METHODS OF FILTERING INCLUDE THE

USE OF DEVICES DESIGNED FOR THIS PURPOSE, OR THIS WATER MAY BE TO

RUN ACROSS A GRASSY AREA, BUT ONLY IF APPROVED BY DSCC

ENVIRONMENTAL DIVISION BEFORE PUMPING STARTS.

BASE REQUIREMENTS

1. THE FUEL TANK CONCRETE PAD SHOWN AS PART OF THIS PROJECT AND

INCLUDED ON THESE DRAWINGS IS FOR ESTIMATING PURPOSES ONLY AND

IS TO BE USED AS A GUIDE FOR SUPPORTING THE FUEL TANK. THE FUEL

TANK CONCRETE PAD SHALL BE DESIGNED/VERFIED BY A LICENSED

STRUCTURAL ENGINEER AFTER THE FUEL TANK HAS BEEN SELECTED AND

APPROVED BY THE GOVERNMENT. ACTUAL DESIGN LOADS SHALL BE

PROVIDED BY THE FUEL TANK MANUFACTURER AFTER APPROVED

SUBMITTAL. .

2. A STRUCTURAL ENGINEER SHALL VERIFY THE CONCRETE DRIVEWAY AND

ASPHALT ROAD DESIGN.

3. THE DESIGN ANALYSIS SHALL INCLUDE COMPLETE CALCULATIONS FOR THE

FUEL TANK FOOTING, THE CONCRETE DRIVEWAY AND THE ASPHALT ROAD

DESIGN. THE STRUCTURAL AND GEOTECHNICAL ELEMENTS ARE FOR

ESTIMATING PURPOSES ONLY AND ARE TO BE USED AS A GUIDE FOR THIS

PROJECT. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF LICENSED

PROFESSIONAL STRUCTURAL ENGINEER TO VERIFY DESIGN THE

STRUCTURAL ELEMENTS OF THIS PROJECT. FORMULAS AND REFERENCES

SHALL BE IDENTIFIED. ASSUMPTIONS AND CONCLUSIONS SHALL BE

EXPLAINED, AND CROSS REFERENCING SHALL BE CLEAR. ALL SEISMIC

LOADS SHALL BE INCLUDED. COMPUTER PROGRAMMED DESIGNS SHALL BE

ACCOMPANIED BY STRESS VALUES AND A LETTER OF CERTIFICATION,

SIGNED BY A LICENSED PROFESSIONAL ENGINEER, STATING THE DESIGN

CRITERIA AND PROCEDURES USED AND ATTESTING TO THE ADEQUACY AND

ACCURACY OF THE DESIGN. A NARRATIVE OF THE COMPUTER PROGRAM

DELINEATING THE BASIC METHODOLOGY SHALL BE INCLUDED. COMPUTER

PROGRAM OUTPUT SHALL BE ANNOTATED AND SUPPLEMENTED WITH

SKETCHES TO VERIFY THE INPUT AND OUTPUT. CRITICAL LOAD CONTITIONS

USED IN THE FINAL SIZING SHALL BE EMPHASIZED. THE DESIGN ANALYSIS

SHALL INCLUDE THE NAME AND OFFICE PHONE NUMBER OF THE DESIGNER,

WHO SHALL FUNCTION AS A POINT OF CONTRACT TO ANSWER QUESTIONS

DURING THE DETAIL DRAWING REVIEW.

4. THE STRUCTURAL ENGINEER SHALL BE PROFESSIONALLY LICENSED IN OHIO

AND SHALL PROVIDE A DESIGN ANALYSIS.

5. THE STRUCTURAL ENGINEER SHALL START CALCULATIONS ONCE THE SOIL

PROCTOR HAS BEEN TAKEN AND A REPORT HAS BEEN PROVIDED BY THE

GEOTECHNICAL ENGINEER.

6. ANY CHANGES TO THE STRUCTURAL DESIGN SHALL BE APPROVED BY THE

GOVERNMENT

STRUCTURAL REQUIREMENTS

s:\Facility\Sites\decc columbus\project files\fy20_diesel fuel tank addition\2 - installation\1 - design\DRAWINGS\COL_MD C-001.dwg, 12/4/2020 1:04:28 PM, _DWG To PDF.pc3

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6_ Pl an s-

S D

WATER WATER

1 8 T H B L V D

BLDG. 23

GEN

AIR COOLED CHILLERS

FUEL CELL

EX. STORM INLET

T/C = 794.89

DO NOT DISTURB

TOP OF WALL

799.50

RETAINING WALL

14'-0" 23'-0"

799.67799.67797.42

TOP OF WALL

799.83

10'-0"

X X X

APPROXIMATE LIMITS

OF BUILDING EXCAVATION

796.00

797.00

798.00

797.00

797.42 795.83

796.00

797.00

797.11

795.83796.82

AUTHORIZED AREA OF WORK

EXISTING SITE CONDITIONS PLAN

SCALE : 1/16" = 1'-0" 0 8' 16' 32'

SHEET

IDENTIFICATION

B Y:

D R

B Y:

D B

C H

D B

T D

L D

N N

C O

N O

N U

K D

N D

C R

O N

1 2 3 4 5

Defense Information Systems Agency A Combat Support Agency

.B O

N W

O O

D V

G E

C O

* FOR OFFICIAL USE ONLY *

AN AN N

H O

W N

C O

L_ M

D C

-0

.D W

N /A

C-002

A C

R C

G S

C O

N D

N S

N D

PLAN

REFERENCE

NORTH

KEY NOTES

1. EXISTING LIGHT POLE TO REMAIN AS IS. LOCATION OF POWER LINE

UNKNOWN. CONTRACTOR SHALL LOCATE POWER LINE AND

COORDINATE INSTALLATION.

2. EXISTING BURIED GAS LINE.

3. EXISTING BURIED WATER LINE.

4. EXISTING BURIED ELECTRICAL LINES.

5. EXISTING HYDROGEN LINE.

6. EXISTING STORM SEWER.

LEGEND

EXISTING CONCRETE

EXISTING ASPHALT

EXISTING GRASS

EXISTING ROCK

s:\Facility\Sites\decc columbus\project files\fy20_diesel fuel tank addition\2 - installation\1 - design\DRAWINGS\COL_MD C-002.dwg, 12/4/2020 1:04:50 PM, _DWG To PDF.pc3

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BLDG. 23

GEN

AIR COOLED CHILLERS

FUEL CELL

WATER

S D

WATER

AUTHORIZED AREA OF WORK

DEMOLITION CIVIL DIESEL FUEL SYSTEM PLAN

SCALE : 1/16" = 1'-0" 0 8' 16' 32'

SHEET

IDENTIFICATION

B Y:

D R

B Y:

D B

C H

D B

T D

L D

N N

C O

N O

N U

K D

N D

C R

O N

1 2 3 4 5

Defense Information Systems Agency A Combat Support Agency

.B O

N W

O O

D V

G E

C O

* FOR OFFICIAL USE ONLY *

AN AN N

H O

W N

C O

L_ M

D C

D -1

W G

N /A

CD-100

A C

R C

O C

N C

D R

G S

PLAN

REFERENCE

NORTH

KEY NOTES

1. DEMO EXISTING PORTION OF FENCE IN ITS ENTIRETY. REMOVE FOOTINGS

AND GROUNDING. PROTECT IN PLACE ALL GROUNDING FOR THE FENCE

TO REMAIN. UNDAMAGED WINGED SLATS MAY BE USED FOR

INSTALLATION ON THE NEW EXTENDED FENCE, SEE C-100. REMOVE

GRAVEL AS NEEDED TO REMOVE THE FENCE. SAVE THE GRAVEL FOR

REINSTALLATION OR REPLACE THE GRAVEL TO MATCH EXISTING.

2. CONTRACTOR IS REQUIRED TO HAND EXCAVATE NEAR EXISTING

UTILITIES.

3. EXCAVATE THE AREA AS NEEDED FOR THE FUEL TANK CONCRETE PAD,

DRIVEWAY AND GRAVEL.

4. CONTRACTOR SHALL INCLUDE IN THE SURVEY THE LIGHT POSTS AND

TREES ON THE SOUTH SIDE OF THE BUILDING TO VERIFY NO

INTERFERENCE BETWEEN THIS PROJECT AND THE LIGHT POSTS AND

TREES.

5. PROTECT ALL EQUIPMENT WHILE WORKING AROUND IT. CONTRACTOR IS

RESPONSIBLE FOR ANY DAMAGE CREATED WHILE WORKING AROUND

EXISTING EQUIPMENT.

GENERAL NOTES

1. REFER TO C-002 FOR EXISTING SITE CONDITIONS.

2. THE CONTRACTOR SHALL COLLECT AND TEST A BULK SOIL SAMPLE IN

ACCORDANCE WITH ASTM D1557 AS REQUIRED IN THE SPECIFICATIONS

SECTION 31 00 00. COMPACTION REQUIREMENTS SHALL BE IN

ACCORDANCE WITH SPECIFICATION SECTION 31 00 00 EARTHWORK.

COMPACTION SHALL MEET THE REQUIREMENTS OF SECTION 31 00 00

EARTHWORK.

LEGEND

EXISTING CONCRETE

EXISTING ASPHALT

EXISTING GRASS

EXISTING ROCK

AREA TO BE DEMO'D

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BLDG. 23

O R

AIR COOLED CHILLERS

EX ESSENTIAL GENERATORS #1

FUEL

CELL

EX ESSENTIAL GENERATORS #2

O R

WATER

S D

WATER

20' RADIUS TYP

61'-0"

22'-0"

32'-0"

14'-0"

EXISTING LIGHT POLE

TO REMAIN

6" TYP

C-501

C-5011.

0%1.

AUTHORIZED AREA OF WORK

44444

13 13

18TYP

21TYP

18TYP

21TYP21TYP21TYP22TYP18TYP23TYP

19TYP

20TYP

21TYP21TYP20 20

181818182218TYP 2219

23TYP19

TYP

DIESEL FUEL SYSTEM PLAN

SCALE : 1/16" = 1'-0" 0 8' 16' 32'

SHEET

IDENTIFICATION

B Y:

D R

B Y:

D B

C H

D B

T D

L D

N N

C O

N O

N U

K D

N D

C R

O N

1 2 3 4 5

Defense Information Systems Agency A Combat Support Agency

.B O

N W

O O

D V

G E

C O

* FOR OFFICIAL USE ONLY *

AN AM N

H O

W N

C O

L_ M

D C

-1

.D W

N /A

C-100

A C

R C

N C

D R

G S

PLAN

REFERENCE

NORTH

KEY NOTES

1. NEW CONCRETE PAD FOR BULK STORAGE FUEL TANK. SEE DETAIL 1 ON SHEET C-500 AND DETAILS 1 AND 2 ON C-501. DISTANCE BETWEEN PAD AND FENCE SHALL BE A MINIMUM OF FIVE FEET. COORDINATE LOCATION WITH MECHANICAL CONTRACTOR.

PROVIDE A MINIMUM OF 10' CLEARANCE BETWEEN THE FENCE ON THE FUEL TANK.

2. NEW 8" CONCRETE DRIVEWAY. DRIVEWAY ELEVATION SHALL MATCH WITH ROAD ELEVATION AND GATE TO SWING FREELY. CONTRACTOR SHALL PROVIDE ALL FILL/CUT REQUIRED TO INSTALL DRIVEWAY. GATE SHALL BE INSTALLED TO MATCH EXISTING

DOUBLE GATE ON SITE.

3. EXTEND FENCE AROUND NEW FUEL TANK. PROVIDE A DOUBLE SWING GATE. DIMENSIONS OF FENCE AND GATE TO MATCH EXISTING. CONTRACTOR SHALL USE WINDED SLATS THAT MATCH REMOVED INSTEAD OF FABRIC. SEE DETAILS 4 AND 5 ON C-500.

PROVIDE GROUNDING.

4. REMOVE EXISTING PRIVACY FABRIC AND REPLACE WITH WINGED SLATS FOR THE ENTIRE EXISTING FENCE AND GATES. SEE DETAILS 4 AND 5 ON C-500.

5. INSTALL A THICKENED EDGE EXPANSION JOINT AROUND THE ENTIRE FUEL TANK CONCRETE PAD. INSTALL PER DETAIL 3, C-500. THIS JOINT IS MINIMUM IN ADDITION TO THE REQUIREMENTS OF GENERAL NOTE 7.

6. NEW ABOVE GROUND FUEL PIPING SEE MECHANICAL DRAWINGS FOR DETAILS.

7. CONNECT TO EXISTING FENCE.

8. EXISTING WATER LINE.

9. EXISTING GAS LINE.

10. NEW FUEL TANK. SEE MECHANICAL DRAWINGS FOR DETAILS.

11. REPLACE/REINSTALL ROCK/GRAVEL AS NEEDED ONCE FENCE IS REMOVED AND HOLES ARE FILLED. COMPACT BACKFILL TO 85% PROCTOR UNDER THE GRAVEL ONLY.

12. EXISTING ELECTRICAL.

13. ADD RIP RAP AS NEEDED TO REINFORCE THE SIDES OF THE NEW DRIVEWAY. RIP RAP SHALL COVER ALL DIRT UNDER THE DRIVEWAY DOWN TO THE DITCH. RIP RAP SHALL NOT BE LESS THAN 6" OR LARGER THAN 9". RIP RAP SHALL BE WHITE. ALL

AREAS COVERED WITH RIP RAP SHALL BE COVERED WITH GEOTEXTILE.

14. PROTECT EXISTING HYDROGEN LINE AS NEEDED TO INSTALL THE GRAVEL AND FUEL TANK PAD.

15. ADD A 2" STAINLESS STEEL PIPE THROUGH THE CURB WITH A 2" STAINLESS STEEL BALL VALVE TO DRAIN THE AREA SUPPORTING THE CURB.

16. INSTALL AN EXPANSION JOINT PER DETAIL 5, C-500. INSTALL THE ENTIRE WIDTH OF THE CONCRETE. THIS JOINT IS MINIMUM IN ADDITION TO THE REQUIREMENTS OF GENERAL NOTE 9.

17. NEW GRAVEL. INSTALL AROUND FUEL TANK CONCRETE TO THE FENCE LINE. MATCH EXISTING GRAVEL AT THE CRITICAL GENERATORS.

18. PIPE SUPPORT. SEE DETAIL 3, DRAWING C-500, FOR DETAILS.

19. PIPE SUPPORT. SEE DETAIL 4, DRAWING C-500, FOR DETAILS.

20. PIPE SUPPORT. SEE DETAIL 5, DRAWING C-500, FOR DETAILS.

21. REMOVE/REPLACE GRAVEL AS NEEDED TO INSTALL THE PIPE SUPPORT. IF THE GRAVEL IS REPLACED, MATCH EXISTING.

22. REMOVE/REPLACE ASPHALT AS NEEDED TO INSTALL THE PIPE SUPPORT. THE REPLACEMENT ASPHALT SHALL MATCH EXISTING IN DEPTH AND TYPE, PER DETAIL 7, C-500.

23. REMOVE/REPLACE CONCRETE AS NEEDED TO INSTALL THE PIPE SUPPORT. THE REPLACEMENT CONCRETE SHALL MATCH EXISTING IN DEPTH AND TYPE, PER DETAIL 6, C-500.

GENERAL NOTES

1. REFER TO C-002 FOR EXISTING SITE CONDITIONS.

2. REFER TO DETAIL 1 AND 2 ON SHEET C-501 FOR FUEL PIPE TRENCHING

DETAILS.

3. CONTRACTOR SHALL COLLECT A DIRT PROCTOR AND SEND IT TO A

CERTIFIED LAB FOR EVALUATION. ALL COMPACTION SHALL BE BASED OFF

OF THIS STANDARD PROCTOR. ALL CONCRETE AND ASPHALT SHALL BE

INSTALLED ON A 98% STANDARD PROCTOR. ALL GRASS AND GRAVEL

SHALL BE INSTALLED ON A 85% STANDARD PROCTOR.

4. REPAIR ALL AREAS TO THE ORIGINAL CONDITION IF THEY WERE USED TO

INSTALL THE PROJECT AND THEY WERE NOT MODIFIED OR UPGRADED.

THIS INCLUDES GRASSY AREAS, ROCKS, ET CETERA.

5. ALL CONCRETE AND ASPHALT SHALL BE INSTALLED ON A 98%

COMPACTED STANDARD PROCTOR. ALL GRASS AND GRAVEL SHALL BE

INSTALLED ON A 85% STANDARD COMPACTED PROCTOR. BASED ON THE

SOIL SAMPLE.

6. CONTRACTOR SHALL COMPLETE A TOPOGRAPHIC SURVEY OF THE CIVIL

WORK FOR THE DRIVEWAY AND FUEL TANK CONCRETE PAD, PRIOR TO

CONSTRUCTION. VERIFY AND LAYOUT THE THE SURVEY POINTS IN

AUTOCAD, PROVIDE THE SURVEY TO GOVERNMENT BEFORE

CONSTRUCTION TO VERIFY GRADING. THE SURVEY SHALL BE PROVIDED

AS PART OF THE AS-BUILT DRAWINGS.

7. CONTRACTOR SHALL SUBMIT A JOINT LAYOUT PLAN FOR APPROVAL

PRIOR TO PLACEMENT OF CONCRETE. JOINT LAYOUT SHALL USE UFC

3-250-01. CHAPTER 16 AS LAYOUT CRITERIA. JOINTS SHALL BE

CONSTRUCTED IN ACCORDANCE WITH DETAILS SHOWN ON SHEET C-500.

MAXIMUM JOINT SPACING SHALL BE 15 FEET IN ANY DIRECTION.

NON-RECTANGULAR AREAS, OR AREAS WHERE THE ONE DIMENSION IS

GREATER THAN 1.25 TIMES THE OTHER SHALL BE REINFORCED WITH #4

REBAR, SPACED 12" ON CENTER, EACH WAY IN ADDITION TO WHAT IS

SHOWN ON THE DETAILS FOR SHEETS C-500, 501 AND 502

LEGEND

EXISTING CONCRETE

EXISTING ASPHALT

EXISTING GRASS

EXISTING ROCK

NEW CONCRETE

NEW/REINSTALLED ROCK

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4-1/2" X 4-1/2" SQUARE POST

INDUSTRIAL CANE ROD

HINGE STRAP

SLIDE BOLT LATCH

2' X 4" STEEL TUBE FRAME

TOP RAIL EXPANSION COUPLING

3 STRANDS - 4 POINT BARBED WIRE

CHAIN LINK FENCE WITH PRIVACY

WINGED SLATS (SLATS NOT SHOWN)

BRACE AND WIRE TIES

12" COMPACT SAND

PVC SLEEVES IN CONCRETE

FOR CANE RODS

CONCRETE SLAB AND BASE COURSE,

SEE DETAIL 2/C-502

5' -4

'-0

-0

8' -3

HINGE STRAP

CHAIN LINK FENCE WITH PRIVACY

WINGED SLATS (SLATS NOT SHOWN)

TOP RAIL EXPANSION COUPLING

3 STRANDS - 4 POINT BARBED WIRE

CHAIN LINK FENCE WITH PRIVACY

WINGED SLATS (SLATS NOT SHOWN)

BRACE AND WIRE TIES,

TYPICAL

FINISHED GRADE

CHAIN LINK FENCE WITH PRIVACY

WINGED SLATS (SLATS NOT SHOWN)

LINE POST

TENSION WIRE MAX. 2" ABOVE

FINISHED GRADE

3' -8

'-0

1' -0

CONCRETE FOOTING, VERIFY SIZE

AND DEPTH AS PER SUBMITTALS.

COORDINATE LOCATIONS WITH

EXISTING UTILITIES, TYPICAL.

3' -0

-0

NOTE: PROVIDE BRACE RAILS,

TRUSS ROD AND OTHER

REQUIRED SUPPORT AS PER

SUBMITTAL

NOTE: PROVIDE BRACE RAILS,

TRUSS ROD AND OTHER

REQUIRED SUPPORT AS PER

SUBMITTAL

CONCRETE FOOTING, VERIFY SIZE

AND DEPTH AS PER SUBMITTALS.

COORDINATE LOCATIONS WITH

EXISTING UTILITIES, TYPICAL.8'-5"

4" M

SHEET

IDENTIFICATION

B Y:

D R

B Y:

D B

C H

D B

T D

L D

N N

C O

N O

N U

K D

N D

C R

O N

1 2 3 4 5

Defense Information Systems Agency A Combat Support Agency

.B O

N W

O O

D V

G E

C O

* FOR OFFICIAL USE ONLY *

AN AN N

H O

W N

C O

L_ M

D C

-5

.D W

N /A

C-500

A C

R C

N D

SCALE: 3/8" = 1'-0"

GATE ELEVATION

SCALE: 3/8" = 1'-0"

TYPICAL CHAIN LINK FENCE ELEVATION

NOTES

1. PROVIDE FULL HEIGHT WINGED SLATS PRIVACY SCREENING. .

C-500

2" C

1' -4

3" C

#6 @6" OC EW

T&B

1'-6"

1'-0"

SCALE: NTS

#5 TURNDOWN REINF

@ 12" OC

1 - #5, TYP

2 - #5, TYP

6" THICK UNTREATED BASE COURSE

VERIFY AFTER GEOTECHNICAL

RECOMMENDATIONS

" M

BASE COURSE BEARS ON MEDIUM DENSE

TO DENSE NATIVE SOIL OR ADEQUATELY

PLACED AND COMPACTED STRUCTURAL FILL

TURNDOWN

ELEVATION

FUEL TANK PAD1

C-500

NOTES

1. COORDINATE REBAR LOCATION TO

ACCOMMODATE ANCHORAGE HOLE

DRILLING.

2. 3/4" CHAMFERED EDGE ON BOTH

SIDES OF THE CONTAINMENT CURB.

2' -0

ADD A 6" CONTAINMENT CURB

AROUND THE PERIMETER OF THE

FUEL TANK. ADD 3/4" CHAMFERED

EDGE ON BOTH SIDES OF THE

CONTAINMENT CURB

ANCHORAGE LOCATION PER

EQUIPMENT MANUFACTURER, SEE

DETAIL 4, SHEET C-501 FOR PROPER

INSTALLATION. TYPICAL ALL.

2" C

#4 LONGITUDINALLY

AROUND THE ENTIRE PAD.

INSTALLED IN THE CURB

V H

V = DEPTH OF SEALANT

H = DEPTH OF INITIAL SAWCUT,

SEPARATING TAPE

SEE NOTE 1

W = WIDTH OF SEALANT

3/4" EXPANSION JOINTS

3/8" MAX. EXCEPT FOR

RESERVIOR 1/4" MIN.

1/4 OF THE SLAB THICKNESS FOR

PAVEMENT LESS THAN 12 IN.

BACKER MATERIAL

SEE NOTE 1

POURED

JOINT SEALANT

SEE NOTE 2

W W

1.0 TO 2.0 TIMES W

POURED

JOINT

SEALANT

NOTES:

1. SEPARATING TAPE OR BACKER MATERIAL

REQUIRED TO PREVENT JOINT SEALANT FROM

FLOWING INTO SAWCUT, TO SEPARATE

NONCOMPATIBLE MATERIALS AND TO PREVENT

SEALANT FROM BONDING TO BOTTOM OF

RESERVOIR.

2. TOP OF SEALANT WILL BE 1/8 IN. TO 1/4 IN.

BELOW TOP OF PAVEMENT.

SCALE: NTS

JOINT SEALANT DETAILS

2' -0

C-500

EXPANSION JOINT

(EJ)

SEPARATION TAPE

JOINT SEALER

DETAILS

PREMOULDED

EXPANSION

JOINT FILLER

#5 X 30" DEFORMED

TIE BARS AT 30" C-C

SPACING.

1/2 TIE BAR LENGTH (TYP)

THICKENED EDGE EXPANSION JOINT

5'-0"LONGITUDINAL CONSTRUCTION JOINT

ADJACENT STRUCTURE /

PAVEMENT

1/2" EXPANSION JOINT

"8"

(LCJ)

JOINT SEALER

DETAILS

CONTRACTION JOINT

(CJ)

(TCJ)

3/4"x16" SMOOTH DOWELS

@ 12" MAX. SPACING (PAINT

AND GREASE ON ONE END)

JOINT SEALER

DETAILS

T T

T/2+D/2

JOINT SEALER

DETAILS

TRANSVERSE

CONSTRUCTION JOINT

SCALE: NTS

TYPICAL CONCRETE PAVEMENT JOINT DETAILS3

C-500

8" PLAIN PORTLAND

CEMENT

CONCRETE

6" AGGREGATE

BASE

CONCRETE PATCH FOR EXISTING CONCRETE6

C-500 SCALE: 1:1

MATCH

EXISTING

GRADE

WIDTH DEPENDS

ON HOW WIDE THE

CONTRACTOR DIGS

THE HOLE FOR THE

FOOTING.

SCALE: NTS

12" 98% COMPACTED

SUBGRADE - OVER

EXCAVATED AND

REPLACED.

12" BASE COURSE

GEOTEXTILE

ASPHALT PAVEMENT SECTION

ASPHALT - MATCH

EXISTING THICKNESS.

C-500

WIDTH DEPENDS

ON HOW WIDE THE

CONTRACTOR DIGS

THE HOLE FOR THE

FOOTING.

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction

AutoCAD SHX Text Z

2" C

1' -4

3" C

#6 @6" OC EW

T&B

1'-6" TYP

1'-0"

2' -0

6" TYP

2" C

GRADE OR PAVEMENT

U-BOLT GALV. STEEL,

COATED, ANTI-CORROSIVE

ASSEMBLY. NU-BOLT OR

APPROVED EQUAL

THERMOPLASTIC,

NON-GRIPPING

NOTES:

· WELDS TO BE 1/4" CONTINUOUS UNLESS OTHERWISE SPECIFIED.

· SUPPORTS SHALL BE GALVANIZED UNLESS OTHERWISE SPECIFIED.

· PIPE SUPPORTS SHALL BE SPECIFIED AND INSTALLED IN ACCORDANCE WITH APPLICABLE

STANDARDS AND MANUFACTURER RECOMMENDATIONS.

12" DIA. (MIN.) CONCRETE PIER IN

SONOTUBE FORM.

" M

12' MAX HIEGHT

6" MIN.

1/2"x6"x6" BASE PLATE (GALV)

WELDED TO POST. SECURE PLATE

W/ (4) 3/4" SST EXPANSION ANCHORS

WITH 5" EMBEDMENT INTO PIER.

1" NON-SHRINK GROUT

3/4" CHAMFER

SCHEDULE 40 4"DIA (MIN.)

W/ 1/2" PLATE (GALV)

FOR PIPE SUPPORT.

1/2"x5"x5" PLATE (GALV)

1/4" PLATE WEB STIFFENERS EACH SIDE.

W4 X 13 GALV. STEEL

1" DIA. PIPE

STEEL POST (GALV)

1/4"

(6) #5 BARS VERTICALLY AND

#3 HOOPS HORIZONTALLY @ 1'=0"

ON CENTER.

3" C

3" CLEAR (TYP.)

1/4"

ADD JOINT ALL THE WAY

AROUND FOOTING. SEE

DETAIL THIS SHEET.

EXISTING CONCRETE PAD

U-BOLT GALV. STEEL,

COATED, ANTI-CORROSIVE

ASSEMBLY. NU-BOLT OR

APPROVED EQUAL

THERMOPLASTIC,

NON-GRIPPING

12' MAX HIEGHT

1" NON-SHRINK GROUT

SCHEDULE 40 4"DIA (MIN.)

W/ 1/2" PLATE (GALV)

FOR PIPE SUPPORT.

1/2"x5"x5" PLATE (GALV)

1/4" PLATE WEB STIFFENERS EACH SIDE.

W4 X 13 GALV. STEEL

STEEL POST (GALV)

1/4"

NOTES:

· WELDS TO BE 1/4" CONTINUOUS UNLESS OTHERWISE SPECIFIED.

· SUPPORTS SHALL BE GALVANIZED UNLESS OTHERWISE SPECIFIED.

· PIPE SUPPORTS SHALL BE SPECIFIED AND INSTALLED IN ACCORDANCE WITH APPLICABLE

STANDARDS AND MANUFACTURER RECOMMENDATIONS.

· PIPE SUPPORT DETAIL IS A CONCEPT DESIGN ONLY. THE ASSEMBLY SHALL BE VERIFIED BY

1" DIA. PIPE

1/2"x6"x6" BASE PLATE (GALV)

WELDED TO POST. SECURE PLATE

W/ (4) 3/4" SST EXPANSION ANCHORS

WITH 5" EMBEDMENT INTO PIER.

PIPE SUPPORT DETAIL IS A CONCEPT DESIGN ONLY. THE ASSEMBLY SHALL BE VERIFIED BY

A STRUCTURAL ENGINEER PROFICIENT IN PIPE SUPPORT DESIGN AND THEY SHALL PROVIDE

STAMPED STRUCTURAL DRAWINGS.

A STRUCTURAL ENGINEER PROFICIENT IN PIPE SUPPORT DESIGN AND THEY SHALL PROVIDE

STAMPED STRUCTURAL DRAWINGS.

GRADE

PTFE BONDED SLIDE

PLATE AND STEEL BASE.

" M

3/4" CHAMFER

FIELD WELD PIPE TO TEE

12" DIA. (MIN.) CONCRETE PIER IN

SONOTUBE FORM. ADD STEEL

REINFORCEMENT AS REQUIRED.

ANVIL SLIDE SUPPORT

OR APPROVED EQUAL

NOTES:

· WELDS TO BE 1/4" CONTINUOUS UNLESS OTHERWISE SPECIFIED.

· SUPPORTS SHALL BE GALVANIZED UNLESS OTHERWISE SPECIFIED.

· PIPE SLIDES SHALL PROVIDE LONGITUDINAL AND TRAVERSE PIPE MOVEMENT AS REQUIRED.

· PIPE SUPPORTS SHALL BE SPECIFIED AND INSTALLED IN ACCORDANCE WITH APPLICABLE

STANDARDS AND MANUFACTURER RECOMMENDATIONS.

1" DIA. PIPE WITH INSULATION AND ALUM. JACKET

W/ (4) 3/4" SST EXPANSION ANCHORS

WITH 5" EMBEDMENT INTO PIER.

ADD JOINT ALL THE WAY

AROUND FOOTING. SEE

DETAIL THIS SHEET.

· PIPE SUPPORT DETAIL IS A CONCEPT DESIGN ONLY. THE ASSEMBLY SHALL BE VERIFIED BY

A STRUCTURAL ENGINEER PROFICIENT IN PIPE SUPPORT DESIGN AND THEY SHALL PROVIDE

STAMPED STRUCTURAL DRAWINGS.

SHEET

IDENTIFICATION

B Y:

D R

B Y:

D B

C H

D B

T D

L D

N N

C O

N O

N U

K D

N D

C R

O N

1 2 3 4 5

Defense Information Systems Agency A Combat Support Agency

.B O

N W

O O

D V

G E

C O

* FOR OFFICIAL USE ONLY *

AN AN N

H O

W N

C O

L_ M

D C

-5

.D W

N /A

C-501

A C

R C

N D

ROCK AND CONCRETE CROSS SECTION1

C-501

85% COMPACTED

SUBGRADE

GEOTEXTILE

2" GRAVEL. MATCH

EXISTING GRAVEL

AT SITE.

8" PLAIN PORTLAND

CEMENT

CONCRETE

12" 95% COMPACTED

SUBGRADE

8" BASE COURSE

GEOTEXTILE

PROVIDE #4 @ 12" EACH WAY IN

SPECIFIED PANELS.

GEOTEXTILE

ROCK AND FUEL TANK CONCRETE PAD CROSS SECTION2

C-501

ANCHORAGE LOCATION

PER EQUIPMENT

MANUFACTURER. FOR

PROPER INSTALLATION.

TYPICAL ALL. SEE DETAIL

4 SHEET C-501.

6" THICK UNTREATED BASE

COURSE PER GEOTECHNICAL

RECOMMENDATIONS.

GEOTEXTILE

BASE COURSE BEARS ON MEDIUM

DENSE NATIVE SOIL OR ADEQUATELY

PLACED AND COMPACTED STRUCTURAL

FILL.

#5 TURNDOWN REINF

@ 12' OC - TYP.

1 - #5 TYP

2 - #5 TYP

NOTE:

THE CONTRACTOR SHALL COLLECT AND TEST A BULK

SOIL SAMPLE IN ACCORDANCE WITH ASTM D1557 AS

REQUIRED IN SPECIFICATION SECTION 31 00 00.

COMPACTION REQUIREMENTS SHALL IN ACCORDANCE

WITH SPECIFICATION SECTION 31 00 00 EARTHWORK.

COMPACTION SHALL MEET THE REQUIREMENTS OF

SECTION 31 00 00 EARTHWORK.

SCALE: 1:1

REBAR

OVERLAP

ADD A 6" CONTAINMENT CURB AROUND THE PERIMETER OF

THE FUEL TANK. ADD A STAINLESS STEEL PIPE THROUGH

THE CURB WITH A STAINLESS STEEL BALL VALVE TO DRAIN

THE AREA SUPPORTING THE CURB. THE BALL VALVE

SHALL BE INSTALLED AT THE LOW POINT, THE SOUTHEAST

CORNER. INSTALL THE CURB PER DOD STD 123-335-03.

3/4" CHAMFERED EDGE ON BOTH SIDES OF THE

CONTAINMENT CURB.

#4 LONGITUDINALLY

AROUND THE ENTIRE PAD.

INSTALLED IN THE CURB

2" GRAVEL. MATCH

EXISTING GRAVEL

AT SITE.

85% COMPACTED

SUBGRADE

85% COMPACTED

SUBGRADE

GEOTEXTILE

2" GRAVEL. MATCH

EXISTING GRAVEL

AT SITE.

GEOTEXTILE

2" GRAVEL. MATCH

EXISTING GRAVEL

AT SITE.

85% COMPACTED

SUBGRADE

PIPE SUPPORT ON CONCRETE PIER3

C-501 NOT TO SCALE

PIPE SUPPORT ON CONCRETE PAD4

C-501 NOT TO SCALE

PIPE SUPPORT ON CONCRETE PAD5

C-501 NOT TO SCALE

THE FUEL TANK CONCRETE PAD IS A CONCEPT

DESIGN ONLY. THE ASSEMBLY SHALL BE VERIFIED BY

A STRUCTURAL ENGINEER PROFICIENT IN CONCRETE

PADS THAT SUPPORT FUEL TANKS AND THEY SHALL

PROVIDE STAMPED STRUCTURAL DRAWINGS.

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction

12" MIN

B Y:

D R

B Y:

D B

C H

D B

T D

L D

N N

C O

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C R

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1 2 3 4 5

Defense Information Systems Agency A Combat Support Agency

.B O

N W

O O

D V

G E

C O

* FOR OFFICIAL USE ONLY *

N /A

H O

W N

C O

L_ M

D M

-0

.D W

N /A

M-001

A C

R C

, A

O N

D G

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ANGLE RELIEF VALVE

FLOW METER

FLOW LINE WITH

DIRECTION OF FLOW

DIRECTION OF SLOPE

(TOWARD LOW POINT)

SLOPE

PRESSURE INDICATOR

ASV

CLOSURE, SCREWED CAP

FLANGED CONNECTION

PRESSURE GAUGE

GATE VALVE

CHECK VALVE

BALL VALVE

FOOT VALVE

STRAINER, SIMPLEX BASKET TYPE

SOLENOID OPERATOR PIPE BREAK

PIPE LINE REDUCTION

FLOW LINE WITH DUAL FLOW

UNION

PRESSURE REGULATING VALVE

CONTROL VALVE MODULATING

ANTI-SIPHON VALVE

OVERFLOW PREVENTION VALVE

PUMP,

POSITIVE DISPLACEMENT

PIPING SYSTEM IDENTIFICATION

PIPE SIZE

SYSTEM (SEE PIPING ABBREVIATIONS)

2" FOR

PIPING ABBREVIATIONS

FOR

FOS

FOV

DRAIN VALVE

FUEL OIL

FUEL OIL RETURN

FUEL OIL SUPPLY

FUEL OIL VENT

VENT

EQUIPMENT ABBREVIATIONS

ASV

BAS

BST

CDT

FOP

EDT

FTP

IAW

LAH

LAHH

LAL

LALL

LSH

LSHH

LSL

LSLL

PCV

PSV

SFC

P&ID

ANALOG INPUT

ANALOG OUTPUT

ANTI-SIPHON VALVE

BUILDING AUTOMATION SYSTEM

BINARY INPUT

BINARY OUTPUT

BULK STORAGE TANK

CRITICAL GENERATOR DAY TANK

FUEL OIL PUMP

DIESEL GENERATOR

DAY TANK

ESSENTIAL GENERATOR DAY TANK

FILTER

FLOW METER

FLOW SWITCH

FUEL TRANSFER PUMP

HAND SWITCH

IN ACCORDANCE WITH

LEVEL ALARM HIGH

LEVEL ALARM HIGH-HIGH

LEVEL ALARM LOW

LEVEL ALARM LOW-LOW

LEVEL INDICATOR

LEVEL SWITCH HIGH

LEVEL SWITCH HIGH-HIGH

LEVEL SWITCH LOW

LEVEL SWITCH LOW-LOW

LEVEL TRANSMITTER

NORMALLY CLOSED

NORMALLY OPEN

PRESSURE CONTROL VALVE

PRESSURE SAFETY VALVE

SPILL-FILL CONTAINER

PIPING AND INSTRUMENTATION DIAGRAM

GENERAL MECHANICAL NOTES:

1. ALL EQUIPMENT SHALL BE SELECTED FOR SITE CONDITIONS AND MEET

REQUIREMENTS OF PROJECT SPECIFICATIONS.

2. LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE

CONDITIONS ON THIS SET OF DRAWINGS. ADDITIONAL LEGENDS AND/OR ANOTHER

LEGEND SHEET MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC

CONDITIONS.

3. PLAN AND SECTION DRAWINGS ARE BASED ON SPECIFIC BASIS-OF-DESIGN

EQUIPMENT MODELS. LAYOUT OF EQUIPMENT AND PIPING EQUIPMENT SHALL BE

VERIFIED AND ADJUSTED BY CONTRACTOR TO MATCH ACTUAL EQUIPMENT

FURNISHED. PHYSICAL CONSTRAINTS MAY PRECLUDE PURCHASE OF CERTAIN

EQUIPMENT MODELS. PLACEMENT OF ACTUAL EQUIPMENT FURNISHED SHALL NOT

VIOLATE CODE RELATED SPACE REQUIREMENTS AND

MANUFACTURER-RECOMMENDED MAINTENANCE SPACE. THE MECHANICAL

CONTRACTOR SHALL COORDINATE THE PAD DIMENSIONAL REQUIREMENTS WITH THE

STRUCTURAL CONTRACTOR.

4. ALL PIPING SYSTEMS SHALL HAVE MARKERS THAT INDICATE FLOW DIRECTION AND

SERVICE. ALL PIPING IDENTIFICATION SHALL CONFORM TO MIL-STD 101.

5. ALL WORK SHALL CONFORM TO UFC 3-460-01 AND UFGS 33-52-10.

GENERAL INSTRUMENTATION NOTES:

1. INSTRUMENT CONNECTIONS ARE NOT DIMENSIONED ON THE DRAWINGS. THE

CONNECTION LOCATIONS SHOWN ARE INTENDED TO SERVE AS A GENERAL GUIDE

ONLY TO ILLUSTRATE THE DESIRED LOCATIONS OF THE CONNECTIONS. FOR

INSTRUMENT CONNECTIONS NOT IDENTIFIED ON DRAWINGS REFER TO DG ENCLOSURE

MANUFACTURER DRAWINGS FOR RELATIVE LOCATIONS. THE CONTRACTOR SHALL

AVOID INTERFERENCE WITH OTHER INSTRUMENT CONNECTIONS, PIPING, EQUIPMENT,

AND THE WORK OF OTHER DISCIPLINES. WHERE PRESSURE AND TEMPERATURE

CONNECTIONS ARE SHOWN ADJACENT TO EACH OTHER, A MINIMUM DISTANCE OF 12 IN

OR FIVE PIPE DIAMETER, WHICHEVER IS GREATER SHALL BE MAINTAINED BETWEEN

INSTRUMENT CONNECTIONS WHERE POSSIBLE.

2. INSTRUMENTATION (FOR EXAMPLE, PI, TI, PDI) IS NOT ALL SHOWN ON PLAN DRAWINGS.

CONTRACTOR SHALL PROVIDE INSTRUMENTATION AS INDICATED ON CONTROL

DIAGRAMS AND SHALL LOCATE DEVICES SUCH THAT A PERSON CAN EASILY READ

GAUGE WHILE STANDING ON FLOOR.

MECHANICAL PIPING AND PIPING & INSTRUMENT DIAGRAM SYMBOLS

CONTROL SYSTEM

LEVEL GAUGE

D QUICK DISCONNECT

BURIED FUEL LINE

FUEL LINE

FLOW SWITCHFS

AUDIBLE ALARM DEVICE

DISCRETE INSTRUMENT, FIELD

MOUNTED

DISCRETE INSTRUMENT, SECONDARY

(LOCAL) PANEL ACCESSIBLE TO OPERATOR

PILOT LIGHT WITH COLOR RED,

SECONDARY (LOCAL) PANEL ACCESSIBLE

TO OPERATOR

SHARED DISPLAY, FIELD MOUNTED

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1 8 T H B L V D

BLDG. 23

AIR COOLED CHILLERS

EX ESSENTIAL GENERATOR #1

FUEL

CELL

EX ESSENTIAL GENERATOR #2

4 4

111111

1" SCH 160

1" SCH 160 1" SCH 160

1" SCH 160

DIESEL FUEL SYSTEM PLAN

SCALE : 1/16" = 1'-0" 0 8' 16' 32'

SHEET

IDENTIFICATION

B Y:

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Defense Information Systems Agency A Combat Support Agency

.B O

N W

O O

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C O

* FOR OFFICIAL USE ONLY *

N /A

H O

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M-100

A C

R C

N M

N D

PLAN

REFERENCE

NORTH

KEY NOTES

1. NEW BULK FUEL STORAGE TANK CENTERED ON CONCRETE PAD. PROVIDE CATHODIC PROTECTION IAW UFC 3-460-01. DISTANCE BETWEEN TANK AND

BUILDING/FUEL CELL/ROAD SHALL BE IAW NFPA 30.

2. BULK TANK FUEL POLISHING SYSTEM, SEE DETAIL 1 ON SHEET M-500. SUPPLY AND RETURN LINES TO THE POLISHER SHALL BE ON OPPOSITE SIDES

OF THE BULK TANK TO ENSURE THOROUGH CYCLING OF FUEL.

3. FILL CONNECTION WITH SPILL CONTAINMENT, SEE DETAIL 2 ON SHEET M-500.

4. CONNECTION TO EXISTING CRITICAL GENERATOR DAY TANK. DAY TANKS ARE INTERNAL TO GENERATOR ENCLOSURE. UTILIZE EXISTING SPARE DAY

TANK PENETRATION.

5. INSTALL NEW LEVEL FLOAT SWITCH IN THE DAY TANK TO BE USED FOR AUTOMATIC REFILL CONTROL. UTILIZE EXISTING SPARE DAY TANK

PENETRATION.

6. CRITICAL GENERATOR DAY TANK FUEL POLISHING SYSTEM INSIDE GENERATOR ENCLOSURE, SEE DETAIL 1 ON SHEET M-500. SUPPLY AND RETURN LINES TO THE POLISHER SHALL BE ON OPPOSITE SIDES OF THE DAY TANK TO ENSURE THOROUGH CYCLING OF FUEL. TWO NEW PENETRATIONS INTO

THE DAY TANK WILL BE REQUIRED.

7. CONNECTION TO EXISTING ESSENTIAL GENERATOR DAY TANK. DAY TANKS ARE INTERNAL TO GENERATOR ENCLOSURE. UTILIZE EXISTING "SUPPLY PUMP FILL" DAY TANK PENETRATION. FINAL PIPING ARRANGEMENT IN THE ENCLOSURE SHALL BE DETERMINED BY CONTRACTOR. SEE SHEET M-601.

8. INSTALL NEW LEVEL FLOAT SWITCH IN THE DAY TANK TO BE USED FOR AUTOMATIC REFILL CONTROL. UTILIZE EXISTING LEVEL MONITORING

PENETRATION.

9. ROUTE PIPING OUT OF THE TANK ABOVE THE GROUND. SEE CIVIL DRAWINGS FOR PIPE SUPPORT DETAILS.

10. ROUTE PIPING DOWN TO THE GROUND AND TO THE CRITICAL DAY TANKS. SEE CIVIL DRAWINGS FOR PIPE SUPPORT DETAILS.

11. ROUTE PIPING ALONG THE FENCE, HIGH ENOUGH TO AVOID THE FENCE GATES (AT LEAST 9' HIGH). ROUTE PIPING TO THE ESSENTIAL GENERATORS.

SEE CIVIL DRAWINGS FOR PIPE SUPPORT DETAILS.

12. NEW DRIVEWAY AND CONCRETE PAD FOR FUEL TANK. SEE CIVIL DRAWINGS FOR DETAILS.

13. GRADE ALL PIPING TO THIS LOW POINT. ADD A TEE AND BALL VALVE TO DRAIN THE PIPING AT THIS LOCATION. THIS IS THE LOW POINT FOR THE

PIPING.

GENERAL NOTES

1. ALL FUEL OIL PIPING SHALL BE 1 INCH SCHEDULE 160.

2. CONTRACTOR SHALL MAINTAIN MANUAL FILL CAPABILITY ON ALL

GENERATORS.

3. ALL FIVE EXISTING CRITICAL GENERATORS SHALL BE FLUSHED AND

CLEANED PRIOR TO THE START OF INSTALLATION. THE GENERATORS

SHALL NOT BE SHUT OFF ALL AT ONCE.

4. ALL PIPE ROUTING, EQUIPMENT PLACEMENT, AND INSTALLATION IN

AND AROUND THE GENERATOR ENCLOSURE(S) SHALL NOT

INTERFERE IN ANY WAY WITH GENERATOR OPERATION OR

MAINTENANCE.

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Defense Information Systems Agency A Combat Support Agency

.B O

N W

O O

D V

G E

C O

* FOR OFFICIAL USE ONLY *

N /A

H O

W N

C O

L_ M

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M-500

A C

R C

D R

G S

DETAILS

NOT TO SCALE

PIPE FLANGE, TYP

ROTARY PUMP

BALL VALVE, TYP.

PRIMING TEECONTROL

PANEL

10 MICRON FILTER

1 MICRON ELEMENT &

WATER SEPARATOR

SIGHT GLASS

SWITCH GAUGE PANEL

WIRE MESH STRAINER

ENCLOSURE

LEAK DETECTOR

3 MICRON FILTER

1/2" DRAIN VALVE

NOTES:

1. SPILL CONTAINMENT BOX HAS THE OPTION OF BEING

MOUNTED DIRECTLY TO THE SIDE OF THE TANK OR BE

PROVIDED WITH LEGS OR A PEDESTAL MOUNT. BOX SHALL

HAVE DUST AND CORROSION PROTECTION.

NOTES:

1. PROVIDE ENCLOSURE WITH STAND. ENCLOSURE FOR

BULK TANK SHALL BE NEMA 4X RATED.

2. INSTALL PER…

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 Mar 11, 2021.