Amendment 0005 - Hot Cargo JBMDL - Plans.pdf

PDF 7 MB Posted Mar 25, 2020

Attached to: Hot Cargo Hydrant System Replacement Federal contract opportunity
Solicitation number: W912DS20B0003
Issued by: Department of the Army Corps of Engineers Engineering District New York

About this file

Written by GovTribe AI · Dec 28, 2023

This pre-solicitation notice announces the U.S. Army Corps of Engineers' intent to issue an invitation for bids for the construction of a new fuel distribution system at Joint Base McGuire-Dix-Lakehurst in New Jersey. The project scope includes replacing two hot cargo loading area fuel loops and pits to enable remote fueling of aircraft carrying hazardous cargo. Work will include installing new underground jet fuel piping, connections to an existing Type III hydrant system, and new hydrant pits. The project also includes demolishing and replacing concrete apron and asphalt, demolishing existing hydrant pits and valves, and soil remediation. The solicitation will utilize a 100% small business set-aside and be acquired via invitation for bids. The estimated value is between $5-10 million. The period of performance is 540 calendar days from notice to proceed. The IFB is expected to be issued on January 10, 2020 with proposals due 30 days later. The NAICS code is 237120 and small business size standard is $36.5 million.

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Other files for this federal contract opportunity

Other files attached to Hot Cargo Hydrant System Replacement, newest first.
File	Type	Posted
Copy of Bid Abstract W912DS20B0003 Hot Cargo20042020.xlsx	XLSX spreadsheet	Apr 20, 2020
W912DS20B0003-0006.pdf	PDF	Apr 3, 2020
Appendix A - Hot Cargo Site Visit - Amendment 0005.pdf	PDF	Mar 25, 2020
Amendment 0005 - Hot Cargo JBMDL - Specifications.pdf	PDF	Mar 25, 2020
W912DS20B0003-0005.pdf	PDF	Mar 25, 2020
W912DS20B0003-Amendment0004.pdf	PDF	Mar 10, 2020
W912DS20B0003-0003.pdf	PDF	Feb 25, 2020
W912DS20B0003-P00002.pdf	PDF	Feb 12, 2020
W912DS20B0003-0001.pdf	PDF	Jan 23, 2020
Package 1 - Replace Hot Cargo - Plans.pdf	PDF	Jan 15, 2020
W912DS20B0003.pdf	PDF	Jan 15, 2020
Package 2 - Replace Hot Cargo - Technical Specifications.pdf	PDF	Jan 15, 2020

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2. THE PERIMETER OF THE CONSTRUCTION AREA SHALL BE DELINEATED WITH LOW

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CONTRACTING OFFICER IS REQUIRED.

HOURS. COORDINATION WITH THE AIRFIELD MANAGER, THROUGH THE

PROFILE BARRICADES SHALL BE REMOVED PRIOR TO AIRCRAFT OPERATIONAL

VEHICULAR OR AIRCRAFT TRAFFIC FROM TRAVERSING THE PAVEMENT. LOW

LOW PROFILE BARRICADES ON TAXIWAY LIMA DURING THIS TIME TO PREVENT

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4. TRENCH METHOD FUEL LINE INSTALLATION BENEATH THE CONCRETE TAXIWAY

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TRENCHLESS METHODS TO MAINTAIN OPERATION OF TAXIWAY LIMA DURING

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OFFICER, IS REQUIRED.

COORDINATION WITH THE AIRFIELD MANAGER, THROUGH THE CONTRACTING

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AND CONTRACTOR EQUIPMENT SHALL NOT BE ALLOWED WITHIN 200' OF THE

EQUIPMENT NEEDED FOR TRENCHLESS FUEL LINE INSTALLATION. CONTRACTOR

2. CONTRACTOR MAY USE THIS AREA TO STAGE AND STORE CONSTRUCTION

1. SEE SHEET GC105 FOR CONSTRUCTION AREA NOTES.

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3. SEE SHEET GI101FOR SECOND FLAGMAN LOCATION.

DETAILS.

ALONG NON-PAVED AREAS. SEE SHEET GC106 FOR BARRICADE AND FENCING

PROFILE BARRICADES ALONG PAVED AREAS AND ROPE AND BARREL FENCING

2. THE PERIMETER OF THE CONSTRUCTION AREA SHALL BE DELINEATED WITH LOW

1. SEE SHEET GC105 FOR CONSTRUCTION AREA NOTES.

CONTRACTOR ACCESS / HAUL ROUTE

ON SHEET GC105

FLAGMAN - SEE NOTE 4.E

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4. SEE SHEET GI101 FOR THE SECOND FLAGMAN LOCATION.

3. SEE SHEET GC106 FOR CLOSED TAXILANE CROSS DETAILS.

DETAILS.

ALONG NON-PAVED AREAS. SEE SHEET GC106 FOR BARRICADE AND FENCING

PROFILE BARRICADES ALONG PAVED AREAS AND ROPE AND BARREL FENCING

2. THE PERIMETER OF THE CONSTRUCTION AREA SHALL BE DELINEATED WITH LOW

1. SEE SHEET GC105 FOR CONSTRUCTION AREA NOTES.

CONTRACTOR ACCESS / HAUL ROUTE

ON SHEET GC105

FLAGMAN - SEE NOTE 4.E

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TRAILER,

CONTRACTOR

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CONSTRUCTION AREA 4 FREE ZONE - SEE NOTE 2

ROPE AND BARREL FENCING - SEE NOTE 5

LOW PROFILE BARRICADES - SEE NOTE 5

CLOSED TAXILANE CROSS - SEE NOTE 6

NOTES:

7. SEE SHEET GI101 FOR THE SECOND FLAGMAN LOCATION.

6. SEE SHEET GC106 FOR CLOSED TAXILANE CROSS DETAILS.

DETAILS.

ALONG NON-PAVED AREAS. SEE SHEET GC106 FOR BARRICADE AND FENCING

PROFILE BARRICADES ALONG PAVED AREAS AND ROPE AND BARREL FENCING

5. THE PERIMETER OF THE CONSTRUCTION AREA SHALL BE DELINEATED WITH LOW

CONTRACTING OFFICER IS REQUIRED.

HOURS. COORDINATION WITH THE AIRFIELD MANAGER, THROUGH THE

LOW PROFILE BARRICADES SHALL BE REMOVED PRIOR TO AIRCRAFT OPERATIONAL

PREVENT VEHICULAR OR AIRCRAFT TRAFFIC FROM TRAVERSING THE PAVEMENT.

INSTALL LOW PROFILE BARRICADES ON TAXILANE UNIFORM DURING THIS TIME TO

TAXILANE SHALL BE ACCOMPLISHED DURING AIRCRAFT NON-OPERATIONAL HOURS.

4. TRENCHLESS METHOD FUEL LINE INSTALLATION BENEATH THE CONCRETE

TAXILANE UNIFORM DURING CONSTRUCTION.

ACCOMPLISHED UTILIZING TRENCHLESS METHODS TO MAINTAIN OPERATION OF

ASSOCIATED WITH TAXILANE UNIFORM. ALL WORK WITHIN THIS AREA WILL BE

3. THE OPTIONAL CONSTRUCTION AREA 4 INCLUDES THE CLEAR ZONES

OFFICER, IS REQUIRED.

COORDINATION WITH THE AIRFIELD MANAGER, THROUGH THE CONTRACTING

TAXIWAY CENTERLINE WHILE THE TAXIWAY IS AIRCRAFT OPERATIONAL.

AND CONTRACTOR EQUIPMENT SHALL NOT BE ALLOWED WITHIN 200' OF THE

EQUIPMENT NEEDED FOR TRENCHLESS FUEL LINE INSTALLATION. CONTRACTOR

2. CONTRACTOR MAY USE THIS AREA TO STAGE AND STORE CONSTRUCTION

1. SEE SHEET GC105 FOR CONSTRUCTION AREA NOTES.

CONTRACTOR ACCESS / HAUL ROUTE

ON SHEET GC105

FLAGMAN - SEE NOTE 4.E

LIMITED ACCESS WORKSITE - SEE NOTES 3 & 4

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5. AIR FORCE OPERATIONAL NOTES - FOR INFORMATION ONLY

THE HOURS STATED IN PARAGRAPH 4.B.

BENEATH THE TAXILANE PAVEMENT. THE CONTRACTOR SHALL INSTALL THE CASING PIPE DURING

MONITOR THE PAVEMENT FOR SIGNS OF SETTLEMENT WHILE INSTALLING CASIN GPIPE DIRECTLY

TAXILANE UNIFORM PAVEMENT. CONSTRUCTION PERSONNEL WILL BE REQUIRED TO CONTINUALLY

DURING TRENCHLESS CASING PIPE INSTALLATION ACTIVITIES DIRECTLY BENEATH THE CONCRETE

B. IF OPTION #1 IS AWARDED, TAXILANE UNIFORM WILL BE CLOSED TO AIRCRAFT OPERATIONS

PARAGRAPH 4.B.

PAVEMENT. THE CONTRACTOR SHALL INSTALL THE CASING PIPE DURING THE HOURS STATED IN

SIGNS OF SETTLEMENT WHILE INSTALLING CASING PIPE DIRECTLY BENEATH THE TAXIWAY

CONSTRUCTION PERSONNEL WILL BE REQUIRED TO CONTINUALLY MONITOR THE PAVEMENT FOR

INSTALLATION ACTIVITIES DIRECTLY BENEATH THE CONCRETE TAXIWAY PAVEMENT.

A. TAXIWAY LIMA WILL BE CLOSED TO AIRCRAFT OPERATIONS DURING TRENCHLESS CASING PIPE

1. CONSTRUCTION GENERAL NOTES

2. CONSTRUCTION PHASING DESCRIPTION

4. AIRCRAFT PARKING APRON ACCESS & SAFETY REQUIREMENTS

PROJECT SCHEDULE IS IN PLACE.

VERIFICATION OF CONDITIONS MAY BE ALLOWED PRIOR TO THE AIR SHOW, PROVIDED THAT AN APPROVED

AIRFIELD AREA WILL OCCUR PRIOR TO 24 MAY 2020. ACCESS TO THE AIRFIELD AREAS FOR FIELD

OPERATIONS WITHIN THE AIRFIELD AREA. THE CONTRACTOR SHALL ASSUME THAT NO WORK WITHIN THE

H. AN AIR SHOW IS SCHEDULED FOR 16-17 MAY 2020, WHICH WILL IMPACT CONSTRUCTION AND FLIGHT

G. FLAGMEN ARE REQUIRED DURING EACH CAZ. SEE BELOW FOR FLAGMEN LOCATIONS.

AND REPLACED BY THE CONTRACTOR AT NO EXPENSE TO THE GOVERNMENT.

CAUSED TO EXISTING PAVEMENT SLABS DUE TO INADEQUATE PROTECTION SHALL BE ENTIRELY REMOVED

SHALL BE OPERATE ON PAVEMENT TO REMAIN TO PROTECT THE PAVEMENT FROM DAMAGE. ANY DAMAGE

SHALL NOT BE ALLOWED ON ANY PAVEMENT TO REMAIN AT ANY TIME; ONLY RUBBER TRACKED EQUIPMENT

USED TO REMOVE/REPLACE EXISTING BASE AND SUBGRADE MATERIALS. STEEL TRACKED EQUIPMENT

CONTACT WITH ANY PAVEMENT TO REMAIN AT ANY TIME. STEEL BUCKET OR BLADE EQUIPMENT MAY BE

F. STEEL BUCKET OR BLADE EQUIPMENT SHALL NOT OPERATE WITH THE BUCKET OR BLADE IN DIRECT

PLACEMENT OF CONCRETE, AS REQUIRED BY SPECIFICATION SECTION 32 17 23.

NEW AND EXISTING CONCRETE PAVEMENT SHALL NOT BE INITIATED UNTIL A MINIMUM OF 30 DAYS AFTER

CONTRACTOR, SHALL BE REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE. PAVEMENT MARKING OF

E. ALL PAVEMENT MARKINGS NOT MARKED FOR REMOVAL, WHICH ARE MARRED OR REMOVED BY THE

APRIL.

NOVEMBER. NO STOCKPILES OF SOIL OR MATERIALS SHALL BE LEFT ON THE APRON 01 NOVEMBER THRU 14

PAVEMENTS AND PAVEMENT MARKINGS REMOVED BY THE CONTRACTOR SHALL BE REPLACED PRIOR TO 01

SHALL BE OPERATIONAL FOR AIR FORCE USE DURING THE TIME PERIOD 01 NOVEMBER THRU 14 APRIL. ALL

SEASON DURING THE DATES 01 NOVEMBER THRU 14 APRIL INCLUSIVE. ALL AIRCRAFT PARKING POSITIONS

D. NO WORK SHALL BE PERMITTED ON THE AIRCRAFT PARKING APRON (CAZ 4) FOR EACH CONSTRUCTION

LOCATIONS.

BARREL FENCING ALONG NON-PAVED AREAS. SEE SHEETS GC101 THROUGH GC104A FOR EXACT

C. EACH CAZ SHALL BE DELINEATED WITH LOW PROFILE BARRICADES ALONG PAVED AREAS AND ROPE AND

DESIGN SUBMITTALS HAVE BEEN APPROVED.

BEGIN ANY PAVEMENT DEMOLITION WITHIN ANY CAZ UNTIL BOTH THE HMA JOB MIX FORMULA AND PCC MIX

TRENCHLESS UTILITY INSTALLATION OR WATERLINE WORK. IN ADDITION, THE CONTRACTOR SHALL NOT

ALL COMPONENTS FOR THAT ZONE ARRIVING ON SITE. THIS WOULD INCLUDE PREPARATION FOR

IS OUTSIDE OF AIRFIELD CLEAR ZONES AND DOES NOT IMPACT AIRFIELD OPERATIONS MAY BEGIN PRIOR TO

PITS, HYDRANT PIT LIDS, ETC) NECESSARY FOR THAT ZONE ARE ON SITE. WORK WITHIN CAZ 1, 2 OR 3 WHICH

IMPACTS AIRFIELD OPERATIONS UNTIL ALL MAJOR COMPONENTS (PIPING, CATHODIC PROTECTION, HYDRANT

B. THE CONTRACTOR SHALL NOT BE ALLOWED TO INITIATE ANY WORK WITHIN CAZ 1, 2, 3, OR 4 THAT

FOR CAZ LIMITS.

ZONE (CAZ) UNLESS OTHERWISE STATED BELOW. SEE SHEETS GC101, GC102, GC103, GC104 AND GC104A

ADVANCE THROUGH THE CONTRACTING OFFICER COORDINATING WORK WITHIN EACH CONSTRUCTION AREA

CONTRACTING OFFICER. THE CONTRACTOR SHALL PROVIDE A TWENTY-ONE (21) DAY WRITTEN NOTICE IN

COMPLETE THIS WORK WITHIN THE TIME FRAME REQUIRED AND THE SCHEDULE IS APPROVED BY THE

ALLOWED TO INITIATE WORK UNTIL THE CONTRACTOR'S SCHEDULE DEMONSTRATES THE ABILITY TO

CONTINUAL ACCESS TO AIR FORCE FACILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL NOT BE

A. PHASING, PROVIDED HEREIN, IS ESTABLISHED TO MAINTAIN AIRCRAFT OPERATIONAL CAPABILITY AND

APPROVAL, WHICH WILL REQUIRE COORDINATION WITH OTHER CONSTRUCTION PROJECTS ON THE APRON.

SUBMIT THEIR SCHEDULE AND ORDER OF WORK TO THE CONTRACTING OFFICER'S REPRESENTATIVE FOR

NO MORE THAN NINE CALENDAR DAYS. PRIOR TO BEGINNING WORK WITHIN CAZ 4, THE CONTRACTOR SHALL

AIRCRAFT PARKING APRON IS INACCESSIBLE TO THE AIR FORCE, WITH THE FUEL SYSTEM BEING DOWN FOR

CAZ 4. THE CONTRACTOR SHALL MINIMIZE THE AMOUNT OF TIME THE EXISTING FUEL SYSTEM AND

CONNECT THE NEW FUEL PIPING TO THE EXISTING FUEL PIPING PRIOR TO COMPLETION OF WORK WITHIN

THE CONTRACTING OFFICER, FOUR WEEKS PRIOR TO CLOSING THE TAXILANE. THE CONTRACTOR SHALL

INSTALLATION. THE CONTRACTOR SHALL COORDINATE THIS WORK WITH THE AIRFIELD MANAGER, THROUGH

POSSIBLE ONCE BEGUN. SEE PARAGRAPH 4.B. FOR HOURS OF WORK RELATED TO TRENCHLESS

DIRECTLY BENEATH THE TAXILANE UNIFORM CONCRETE PAVEMENT SHALL OCCUR AS EXPEDITIOUSLY AS

ORDER TO LIMIT OPERATIONAL IMPACTS TO THE AIR FORCE, TRENCHLESS CASING PIPE INSTALLATION

PAINTED CENTERLINE) TO PREVENT EXCESS PRESSURE BUILD UP CAUSED BY TRAVERSING AIRCRAFT. IN

INSTALLATION ACTIVITIES DIRECTLY BENEATH THE TAXILANE CENTERLINE (40' NORTH AND SOUTH OF THE

TAXILANE UNIFORM WILL BE REQUIRED TO BE CLOSED TO AIRCRAFT OPERATIONS DURING FUEL LINE

PAVEMENT AND NEW PAVEMENT MARKINGS AS SHOWN WITHIN THE CAZ 4 LIMITS SHOWN ON GC104A.

TECHNIQUES BENEATH AIRFIELD PAVEMENT - INCLUDING SHOULDERS, ELECTRICAL APPURTENANCES, NEW

LIMITED DEMOLITION OF EXISTING PAVEMENT AND INSTALLATION OF: NEW FUEL PIPING USING TRENCHLESS

E. CAZ 4 (OPTION #1)

WHICH WILL REQUIRE COORDINATION WITH OTHER CONSTRUCTION PROJECTS ON THE APRON.

SCHEDULE AND ORDER OF WORK TO THE CONTRACTING OFFICER'S REPRESENTATIVE FOR APPROVAL, CALENDAR DAYS. PRIOR TO BEGINNING WORK WITHIN CAZ 4, THE CONTRACTOR SHALL SUBMIT THEIR

INACCESSIBLE TO THE AIR FORCE, WITH THE FUEL SYSTEM BEING DOWN FOR NO MORE THAN NINE

SHALL MINIMIZE THE AMOUNT OF TIME THE EXISTING FUEL SYSTEM AND AIRCRAFT PARKING APRON IS

PIPING TO THE EXISTING FUEL PIPING PRIOR TO COMPLETION OF WORK WITHIN CAZ 4. THE CONTRACTOR

SHOWN WITHIN THE CAZ 4 LIMITS SHOWN ON GC104. THE CONTRACTOR SHALL CONNECT THE NEW FUEL

WITHIN THE APRON, ELECTRICAL APPURTENANCES, NEW PAVEMENT AND NEW PAVEMENT MARKINGS AS

DEMOLITION OF EXISTING PAVEMENT AND INSTALLATION OF: NEW FUEL PIPING USING OPEN TRENCHING

D. CAZ 4 (BASIC)

VALVE VAULT AND NEW ASPHALT ACCESS ROAD WITHIN THE CAZ 3 LIMITS SHOWN ON GC103.

FUEL PIPING, NEW WATER LINE PIPING, ELECTRICAL APPURTENANCES, NEW ISOLATION AND CROSSOVER

DEMOLITION OF THE EXISTING ABOVE GROUND FUEL PIPING AND VALVES AND INSTALLATION OF THE NEW

C. CAZ 3

SHOWN ON SHEET GC102.

CONTRACTING OFFICER, FOUR WEEKS PRIOR TO CLOSING THE TAXIWAY. THE LOCATION OF CAZ 2 IS

CONTRACTOR SHALL COORDINATE TAXIWAY LIMA CLOSURES WITH THE AIRFIELD MANAGER, THROUGH THE

ONCE BEGUN. SEE PARAGRAPH 4.B. FOR HOURS OF WORK RELATED TO TRENCHLESS INSTALLATION. THE

DIRECTLY BENEATH THE CONCRETE TAXIWAY PAVEMENT SHALL OCCUR AS EXPEDITIOUSLY AS POSSIBLE

ORDER TO LIMIT OPERATIONAL IMPACTS TO THE AIR FORCE, TRENCHLESS CASING PIPE INSTALLATION

CONCRETE PAVEMENT TO PREVENT EXCESS PRESSURE BUILD UP CAUSED BY TRAVERSING AIRCRAFT. IN

AIRCRAFT OPERATIONS DURING TRENCHLESS PIPING INSTALLATION ACTIVITIES DIRECTLY BENEATH THE

INSTALLED USING TRENCHLESS TECHNIQUES. TAXIWAY LIMA WILL BE REQUIRED TO BE CLOSED TO

EXISTING TAXIWAY LIMA. ALL NEW FUEL PIPING AND WATER LINE PIPING INSTALLED WITHIN CAZ 2 SHALL BE

INSTALLATION OF NEW FUEL PIPING, WATER LINE PIPING AND ELECTRICAL APPURTENANCES UNDER

B. CAZ 2

AND FIRE HYDRANT SOUTH OF TAXIWAY LIMA.

INSTALLATION OF NEW PAVEMENT MARKINGS AS INDICATED. INSTALLATION OF NEW WATER LINE PIPING

PAVEMENT WITHIN THE CAZ 1 LIMITS SHOWN ON GC101. REMOVAL OF EXISTING PAVEMENT MARKINGS AND

FUEL PIPING, HOT CARGO LOADING AREA HYDRANT OUTLET PIT, ELECTRICAL APPURTENANCES AND

DEMOLITION OF EXISTING PAVEMENT AND EXISTING HYDRANT FUEL OUTLET PIT AND INSTALLATION OF NEW

A. CAZ 1

NEW HYDRANT OUTLET PIT PIPING.

CROSSOVER VALVE SHALL OCCUR WHEN THE SYSTEM IS TAKEN DOWN DURING CAZ 4 FOR TIE-IN OF THE

HOWEVER, THE FUEL SYSTEM OUTAGE FOR PIPING MODIFICATIONS AND INSTALLATION OF THE NEW

PUMPHOUSE UNDER BID OPTION 2 MAY OCCUR AT ANY TIME DURING THE CONSTRUCTION DURATION, CAZ 3 AND CAZ 4. WORK RELATED TO INSTALLATION OF THE CROSSOVER VALVE AND PIPING AT THE DLA

ACCOMPLISHED BY DIVIDING THE WORK INTO FOUR SEPARATE CONSTRUCTION AREA ZONES: CAZ 1, CAZ 2, PIT, NEW WATER LINE AND FIRE HYDRANT, ELECTRICAL APPURTENANCES, AND PAVEMENT SHALL BE

DEMOLITION OF EXISTING PAVEMENT AND INSTALLATION OF NEW HYDRANT FUEL LINE, HYDRANT OUTLET

DAYS TO PROCESS.

25 FEET IN HEIGHT WILL REQUIRE AN AIRFIELD CONSTRUCTION WAIVER, WHICH REQUIRES A MINIMUM 45

Q. MAXIMUM EQUIPMENT HEIGHT ALLOWABLE IN THE AREA SHALL NOT EXCEED 65'. ANY EQUIPMENT OVER

PREVENT EROSION FROM STOCKPILES.

FROM GETTING OUTSIDE OF THE STOCKPILE AREA. PROPERLY SECURED SILT SOCKS ARE ADVISED TO

P. PROPER DAMMING SHALL BE PROVIDED AROUND THE ENTIRE STOCKPILE TO PREVENT SOIL RUN OFF

KNOTS. ADDITIONAL TIE DOWNS SHALL BE REQUIRED IF EXTREME WEATHER CONDITIONS ARE EMINENT.

FROM BLOWING AWAY. THE COVER MUST BE SECURED TO WITHSTAND SUSTAINED WINDS OF UP TO 50

O. THE COVER USED MUST BE ABLE TO BE PROPERLY SECURED AND ANCHORED TO PREVENT THE COVER

BACKFILL.

BEEN PROPERLY EXCAVATED THE STOCKPILES SHALL BE COVERED AND LEFT COVERED UNTIL READY TO

N. THE CONTRACTOR SHALL LIMIT UNCOVERED STOCKPILES TO A MINIMUM. ONCE THE TRENCH AREA HAS

M. ALL STOCKPILED MATERIAL MUST BE COVERED AT THE END OF EACH DAYS WORK.

MATERIAL FROM ENTERING ALL OTHER AIRFIELD PAVEMENT AREAS OUTSIDE OF THE BARRICADED AREA.

COMPLETELY COVERED WITH TARPING AND SUFFICIENTLY WEIGHTED DOWN TO PREVENT DUST AND

L. ALL STOCKPILES OF EXCAVATED MATERIALS LOCATED WITHIN CONSTRUCTION AREAS SHALL BE

IN HEIGHT.

HEIGHT WHERE MATERIAL CAN BE PROPERLY COVERED AND MAINTAINED, BUT SHALL NOT EXCEED 4 FEET

SET BACK A MINIMUM OF 2 FEET FROM PAVEMENT REMOVAL LIMITS. STOCKPILES SHOULD BE LIMITED TO A

WILL BE ALLOWED AT THE EDGE OF THE TRENCH DURING CONSTRUCTION. TOE OF STOCKPILE SHALL BE

K. STOCKPILING OF EXCAVATED MATERIALS TO BE REUSED, BASE COURSE AND SUBGRADE MATERIALS

CONSTRUCTION FACILITIES AND CONTROLS FOR REQUIREMENTS.

SPECIFICATION SECTIONS 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS AND 01 50 00 TEMPORARY

J. ALL OPEN PAVEMENT AREAS SHALL BE SURROUNDED BY SAFETY FENCING. REFERENCE EM 385-1-1 AND

MONITORING.

PROCEDURES AND REQUIREMENTS OUTLINED IN EM 385-1-1 FOR CONFINED SPACE ENTRY AND

I. TRENCHES ARE CONSIDERED A CONFINED SPACE AND THE CONTRACTOR IS TO FOLLOW ALL

OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION.

PLAN AND OPERATIONAL SAFETY ON AIRFIELDS DURING CONSTRUCTION AND FAA AC 150 5370-2f

H. CONTRACTOR SHALL COMPLY WITH ALL ASPECTS OF UFC 3-260-01, SECTION 14 CONSTRUCTION PHASING

PROBLEMS. SEE SHEET GC106 FOR BARRICADE AND FENCING DETAILS.

PERSON TO RESPOND TO INACTIVE FLASHING BARRICADE LIGHTS AND BARRICADE/FENCING POSITIONING

AND ROPE AND BARREL FENCING ABOUND CAZ 2. THE CONTRACTOR MUST MAINTAIN A 24 HOUR STANDBY

BARREL FENCING ALONG NON-PAVED AREAS. THE CONTRACTOR SHALL OMIT LOW PROFILE BARRICADES

G. ALL CAZ'S SHALL BE DELINEATED WITH LOW PROFILE BARRICADES ALONG PAVED AREAS AND ROPE AND

HAVE COMPANY MARKINGS, AND SHALL HAVE AND DISPLAY FLIGHT LINE PASSES.

F. THE ON-SITE FOREMAN SHALL HAVE RADIO CONTACT WITH THE CONTROL TOWER. ALL VEHICLES SHALL

AIRFIELD DRIVERS LICENSE.

BE COORDINATED WITH JB MDL AIRFIELD MANAGER. ALL FLAG PERSONS SHALL OBTAIN AND POSSESS AN

CONTACT BETWEEN THE TWO FLAG PERSONS IS MAINTAINED. EXACT LOCATION OF FLAG PERSONS SHALL

CONTROL MULTIPLE TAXIWAY AND APRON CROSSINGS, PROVIDED THAT BOTH LINE OF SIGHT AND RADIO

EACH OTHER IN ORDER TO SAFELY CONTROL VEHICULAR TRAFFIC. ONE SET OF FLAG PERSONS MAY

TRAFFIC. THE TWO FLAG PERSONS, ONE AT EACH LOCATION, SHALL HAVE RADIO COMMUNICATION WITH

SHALL BE POSITIONED 100 FEET OFF BOTH EDGES OF AN ACTIVE APRON CONTROLLING ALL VEHICULAR

CENTERLINE CONTROLLING ALL VEHICULAR TRAFFIC. FOR APRON CROSSINGS, A FULL TIME FLAG PERSON

CROSSINGS, A FULL TIME FLAG PERSON SHALL BE POSITIONED 200 FEET OFF BOTH SIDES OF AN ACTIVE

AND APRONS, THE FOLLOWING REQUIREMENTS SHALL BE STRICTLY ADHERED TO. FOR TAXIWAY

E. AT ALL LOCATIONS WHERE CONTRACTOR ACCESS ROUTES AND HAUL ROADS CROSS ACTIVE TAXIWAYS

THE VACUUM TRUCK SHALL OPERATE CONTINUOUSLY DURING CONTRACTOR HAULING OPERATIONS.

PAVEMENT VACUUMING TRUCK WHICH IS SPECIFICALLY MANUFACTURED TO CLEAN AIRFIELD PAVEMENTS.

CONTINUALLY SWEPT AND VACUUMED CLEAN. THE CONTRACTOR SHALL PROVIDE A SELF-CONTAINED

D. ALL HAUL ROUTES AND AREAS TRAVERSED BY THE CONTRACTORS VEHICLES AND EQUIPMENT SHALL BE

DAY.

BEING PERFORMED TO DISCUSS AIRFIELD OPERATIONS AND ANY OTHER SPECIAL REQUIREMENTS FOR THAT

OPERATIONS. THE CONTRACTOR SHALL CHECK IN DAILY WITH THE AIRFIELD MANAGER PRIOR TO WORK

C. ALL WORK ON THE AIRFIELD SHALL BE COORDINATED WITH THE AIRFIELD MANAGER AND BASE

ADVANCE, AND SHALL BE SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER'S REPRESENTATIVE.

FRIDAY. WORK OUTSIDE OF DAYLIGHT HOURS SHALL BE REQUESTED A MINIMUM OF FOURTEEN (14) DAYS IN

OR TAXILANE UNIFORM SHALL BE CONDUCTED WITHIN THE HOURS OF 0700 TO 1700, MONDAY THROUGH

EXPEDITE TRENCHLESS PIPING INSTALLATION. TRECHLESS PIPING INSTALLATION BENEATH TAXIWAY LIMA

B. ALL WORK ON THE AIRFIELD SHALL BE LIMITED TO DAYLIGHT HOURS, EXCEPT WHERE REQUIRED TO

RESTRICTED LINE BADGE FROM THE DATE THAT THE APPLICATION IS SUBMITTED.

BADGE WITH ESCORT PRIVILEGES FROM JB MDL AND SHOULD EXPECT UP TO 60 DAYS TO RECEIVE THE

CONTRACTOR ESCORT PERSONNEL SHALL FOLLOW JB MDL PROCEDURES TO OBTAIN A RESTRICTED LINE

4. ONE ESCORT IS REQUIRED FOR EVERY 10 WORKERS PRESENT WITHIN THE RESTRICTED AREA.

THAT WORKERS ARE PRESENT WITHIN THE RESTRICTED AREA, WHICH INCLUDES THE HAUL ROUTE AND CAZ

(2.) CONTRACTOR PERSONNEL WITH ESCORT PRIVILEGES ARE REQUIRED TO BE PRESENT AT ALL TIMES

PRIVILEGES IF THE DRIVER DOES NOT ALSO POSSESS A RESTRICTED LINE BADGE.

RESTRICTED AREA, ALL DRIVERS MUST BE ESCORTED BY CONTRACTOR PERSONNEL WITH ESCORT

LICENSE FROM THE DATE TRAINING IS REQUESTED. WHEN CROSSING THROUGH OR DRIVING WITHIN THE

AGAIN ANNUALLY FOR REFRESHER TRAINING. EXPECT UP TO 30 DAYS TO RECEIVE THE AIRFIELD DRIVERS

AIRFIELD DRIVERS LICENSE, WHICH REQUIRES ATTENDANCE AT A ONE HOUR TRAINING CLASS INITIALLY AND

AIRFIELD DRIVERS LICENSE. AIRFIELD DRIVERS SHALL FOLLOW JB MDL PROCEDURES FOR OBTAINING AN

(1.) ALL CONTRACTOR PERSONNEL DRIVING A VEHICLE ON THE AIRFIELD WILL OBTAIN AND POSSESS AN

WITHIN A RESTRICTED AREA, AS IDENTIFIED ON GI101.

SHALL BE CONSIDERED A FREE ZONE, I.E. AN ESCORT IS NOT REQUIRED. THE HAUL ROUTE AND CAZ 4 ARE

BASE OPERATIONS, AND SECURITY POLICE. UPON APPROVAL, ALL AREAS WITHIN CAZ 1, CAZ 2, AND CAZ 3

GC101 THRU GC104. ACCESS SHALL BE COORDINATED WITH, AND APPROVED BY, THE AIRFIELD MANAGER, A. ACCESS TO EACH CAZ SHALL BE THROUGH THE CONSTRUCTION AREA ENTRANCE SHOWN ON SHEETS

3. CONSTRUCTION PHASING ORDER OF WORK

D. THE DURATION OF WORK WITHIN EACH PHASE SHALL BE DETERMINED BY THE CONTRACTOR.

PRIOR TO INITIATING CAZ 4.

SEALED, AND PAVEMENT MARKINGS INSTALLED. CAZ 1 SHALL BE TURNED OVER FOR AIRCRAFT OPERATION

THE MINIMUM STRENGTH SPECIFIED IN SECTION 32 13 14.13, JOINTS SHALL BE WIDENED AND PERMANENTLY

C. PRIOR TO AIRCRAFT OPERATION WITHIN CAZ 1 AND 4, ALL NEW PCC WITHIN THAT CAZ SHALL CURE TO

PAVING WITHIN CAZ 4.

AREA. THE ASPHALT ACCESS DRIVE MAY BE COMPLETED AT THE SAME TIME AS THE OTHER ASPHALT

THE ASPHALT ACCESS DRIVE WITHIN CAZ 3, PRIOR TO INITIATING WORK WITHIN THE CAZ 4 CONSTRUCTION

CONTRACTOR SHALL INITIATE AND COMPLETE ALL WORK WITHIN CAZ 1, 2 AND 3, WITH THE EXCEPTION OF

B. THE CONTRACTOR SHALL BE ALLOWED TO WORK WITHIN CAZ 1, CAZ 2 & CAZ 3 AT ANY GIVEN TIME. THE

CAZ 3 IN ANY ORDER. DESIRED PROGRESSION SHALL BE PER THE APPROVED PROJECT SCHEDULE.

CAZ 3, FOLLOWED BY CAZ 4. THE CONTRACTOR MAY INITIATE AND COMPLETE WORK WITHIN CAZ 1, CAZ 2 AND

A. ALL WORK WITHIN THE PHASED CAZ'S SHALL PROGRESS IN THE FOLLOWING ORDER: CAZ 1, CAZ 2, AND

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NO SCALE

HCLA APRON REMOVAL SECTION

25'

BE REMOVED

*17.5" PCC TO

DETAILS ON SHEET CP501

DOUBLE SAWCUT(TYP.) - SEE

D E

P T

H A

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F U

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TO REMAIN

17.5" PCC

EXISTING AIRFIELD

PAVEMENT

NEW AIRFIELD PAVEMENT - 25' EXISTING AIRFIELD

PAVEMENT

NEW 17.5" PCC

JOINT (TYP.)

CONSTRUCTION

DOWEL

TO REMAIN

*17.5" PCC

NO SCALE

HCLA APRON REPLACEMENT SECTION

SHORING

REPLACEMENT SECTION

WIDTH AS SHOWN ON

(DEPTH VARIES)

FINAL BACKFILL

TO BE INSTALLED

NEW 14"o FUEL LINE

BASE COURSE

6" RIGID PAVEMENT

(TYP.)

CONSTRUCTION JOINT

EXISTING DOWELED

SHORING

NEW 6" RIGID PAVEMENT BASE COURSE

CP502CD102

CP502CP102

NOTE:

INITIAL REMOVAL AREA

LEGEND:

VARIES 29' TO 48'

COURSE (TYP.)

EXIST. 6" BASE

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PAVEMENT

NEW AIRFIELD PAVEMENT TAXIWAY EXISTING AIRFIELD

PAVEMENT

A L B

A C

K F

(D E

P T

H V

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EXIST. 5" ACC

NO SCALE

CP502

NO SCALE

CP502

5. SEE SHEETS MS201 THRU MS209 FOR FUEL LINE PROFILES.

SHEET CP505 FOR REINFORCEMENT DETAILS.

4. NEW PCC SHALL BE REINFORCED WITH 0.05% STEEL. SEE

BE ALLOWED.

BASE COURSE, BACKFILL, OR CONCRETE SHALL NOT

3. USE OF RECYCLED CONCRETE AS AGGREGATE FOR

SHALL NOT BE REUSED IN THE NEW PAVEMENT SECTION.

2. EXISTING BASE COURSE AND SUBBASE COURSE MATERIALS

PAVEMENT PLACEMENT.

1. AREA TO BE REMOVED AND REPLACED JUST PRIOR TO

SEE NOTE 1

AREA TO BE REMOVED & REPLACED

VERTICAL SAWCUT (TYP.)

SHALL BE INITIATED WITH A FULL-DEPTH

PRIOR TO ACC PAVING - REMOVAL

REMOVAL TO BE ACCOMPLISHED JUST

3' OF ADDITIONAL ACC PAVEMENT

COURSE

EXIST. 23" SUBBASE

COAT

NEW PRIME

SEE DETAIL 2

NEW 5" ACC

NEW HYDRANT FUEL LINE SYSTEM

WIDTH AS REQUIRED TO INSTALL

TO BE INSTALLED

NEW 14"o FUEL LINE

SHORING

COAT (TYP.)

NEW TACK

CD102

HCLA ACC REMOVAL SECTION

HCLA ACC REPLACEMENT SECTION

NO SCALE

CP502CP102

HCLA ACC TAXIWAY REPLACEMENT SECTION

PLUS 2' (MIN.)

PIPE DIA.2

PLUS 2' (MIN.)

PIPE DIA.2

PLUS 2' (MIN.)

PIPE DIA.2

PLUS 2' (MIN.)

PIPE DIA.2

BACKFILL

SAND

NEW 32"

BACKFILL

SAND

NEW 32"

PER MS102

3.92' OR 5.33'

PER MS102

9.12' OR 10.53'

10.5'

5.33'

NEW 36" SUBBASE COURSE

BASE COURSE (ABC)

NEW 13" AGGREGATE

BASE COURSE (ABC)

NEW 13" AGGREGATE

NEW 36" SUBBASE COURSE

NOT TO SCALE

DETAIL 2

SURFACE LAYER

2.5" COMPACTED ACC

UNDERLYING LAYER

2.5" COMPACTED ACC INITIAL

TACK COAT (TYP.)

PRIME COAT (TYP.)

NEW 5" ACC - SEE DETAIL 2

BIDDING PURPOSES.

13" - 17.5" - ASSUME 17.5" PCC FOR

* EXISTING PCC THICKNESS VARIES BIDDING PURPOSES.

13" - 17.5" - ASSUME 17.5" PCC FOR

* EXISTING PCC THICKNESS VARIES

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NO SCALE

25'

16.5" PCC TO BE REMOVED

DETAILS ON SHEET CP501

DOUBLE SAWCUT(TYP.) - SEE

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TO REMAIN

16.5" PCC

EXISTING AIRFIELD

PAVEMENT

NEW AIRFIELD PAVEMENT - 25' EXISTING AIRFIELD

PAVEMENT

NEW 18" PCC

JOINT (TYP.)

CONSTRUCTION

DOWEL

TO REMAIN

16.5" PCC

NO SCALE

C-17 APRON REPLACEMENT SECTION (OPTION #1)

SHORING

REPLACEMENT SECTION

WIDTH AS SHOWN ON

(DEPTH VARIES)

FINAL BACKFILL

BACKFILL

SAND

NEW 32"

TO BE INSTALLED

NEW 14"o FUEL LINES

6" RIGID PAVEMENT BASE COURSE

(TYP.)

CONSTRUCTION JOINT

EXISTING DOWELED

SHORING

NEW 4" RIGID PAVEMENT BASE COURSE

CP502ACD101A

CP502ACP101A

NOTES:

INITIAL REMOVAL AREA

LEGEND:

5. SEE SHEETS MS201 THRU MS209 FOR FUEL LINE PROFILES.

SHEET CP505 FOR REINFORCEMENT DETAILS.

4. NEW PCC SHALL BE REINFORCED WITH 0.05% STEEL. SEE

BE ALLOWED.

BASE COURSE, BACKFILL, OR CONCRETE SHALL NOT

3. USE OF RECYCLED CONCRETE AS AGGREGATE FOR

SHALL NOT BE REUSED IN THE NEW PAVEMENT SECTION.

2. EXISTING BASE COURSE AND SUBBASE COURSE MATERIALS

PAVEMENT PLACEMENT.

1. AREA TO BE REMOVED AND REPLACED JUST PRIOR TO

SEE NOTE 1

AREA TO BE REMOVED & REPLACED

C-17 APRON REMOVAL SECTION (OPTION #1)

6.5'

PLUS 2' (MIN.)

PIPE DIA.2

PLUS 2' (MIN.)

PIPE DIA.2

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GRATING SPAN

LPIPE C ELEV.

SEE NOTE 1 FOR

FOR ELEV.

SEE NOTE 1

AND SUBMITTED FOR APPROVAL.

NOTE: HORIZONTAL CONSTRUCTION JOINTS SHALL BE SHOWN ON SHOP DRAWINGS

1'-0"

L A

(T Y

S P

A C

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E T S M

A X .1

O .C

1'-6"

M A

(TYP)

2" CLR.

-1 /2

1'-0"

10'-0"

1'-0"

2'-0"2'-0"1'-0"

6. GRATING, SUPPORTS AND LADDER SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123.

EXTENSION, PROVIDE 90 DEGREE BEND INTO INTERSECTING WALL.

AS POSSIBLE AND BEND HORIZONTAL. WHERE INTERSECTING WALL DOES NOT ALLOW FULL

5. WHERE BASE SLAB DOES NOT ALLOW FULL EXTENSION OF EXTRA BARS, EXTEND AS FAR

EXPANSION SHIELDS AND BOLTS.

4. ANCHOR GRATINGS TO STRUCTURAL MEMBERS WITH BOLTS, TOGGLE BOLTS, OR

3. REMOVABLE BAR GRATING NOT SHOWN ON PLAN FOR CLARITY.

2. SEE SHEET S-001 FOR ADDITIONAL INFORMATION.

AND ADDITIONAL DETAILS.

1. SEE SHEETS MS101 & CS101 FOR PIPING PLAN, GRADE AND PIPE CENTERLINE ELEVATIONS

VALVE VAULT NOTES:2'-0" 2'-0"

Y P

1'-0"

2'-6" CLR

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2'-5" (T Y P

(T Y P

2" C

#5 @ 12" O.C., E.W.

FOR COATING

SEE SPEC 09 97 02

14" DIA. PIPE

W/ STD. HOOK

#5 @ 12" O.C.

GRATING W/ SADDLE CLIPS.

AROUND PENETRATIONS. ANCHOR

GRATING (GALV.) BANDED @ ENDS &

W-19-4 (1-1/4"x 1/8") STEEL BAR

SEE C7/MS503

ADJUSTABLE SEALS.

SLEEVE AND

O.C., E.W.

#5 @ 10"

3" CLR

C L

WATERSTOP

FUEL-RESISTANT

6" FLAT OR DUMBBELL

SS502

L3"x3"x3/16"

(TYP)

GRATING SPAN

GRATING (3 LOCATIONS)

VALVE STEM THROUGH

SEE MS503

14" DIA. PIPE.

L3"x3"x3/16"

SUPPORT

W10x15 CROSSBEAM

SUMP PIT

12"x12"x3" DEEP

MECHANICAL SEAL

FUEL PIPE

SLEEVE

NOTE 5 (TYP)

EACH FACE, SEE

EXTRA #5 BAR,

3/4" DIA. METAL RUNG

2-1/2"x3/8" MTL. SIDE RAIL

EMBEDDED 4" MIN.

EXPANSION ANCHOR

5/8" DIA. STAINLESS STEEL

2-1/2"x3/8" MTL. BRACKET W/

WELD RUNGS TO SIDE RAILS

PUNCHED FOR 3/4" DIA. MTL. RUNGS.

2-1/2"x3/8" MTL. SIDE RAILS

TOP OF WALL

RUNG (TYP)

3/4" DIA. STL.

FLOOR LINE

2'-0" O.C. EMBED 4" MIN.

EXPANSION ANCHOR @

5/8" DIA. GALV.

GALV.

L3x3x3/16" CONT., GALV.

W10x15, GALV. BOLTS

(2) 3/4" A325

PLATE, GALV.

4"x6"x3/8" SHEAR

#5 VERT. BAR AT CORNER

STANDARD HOOK

#5 @ 12"

ROUGHEN SURFACE

BOTH SIDES.

FORM OR SAWCUT. TYP.

RESERVOIR W/ SEALANT.

1/2"x3/4" CONTINUOUS

WATERSTOP

RESISTANT

DUMBBELL FUEL

6" FLAT OR

SS502

10"x6"x3/8" PLATE, GALV.

1/4"

STUD, EMBED 4" MIN.

(4) 3/4" DIA. GALV. ANCHOR

1/4"

C L

SHEET

DETAIL A3 THIS

LADDER, SEE

SS502

REINFORCEMENT

TYPICAL PENETRATION

SEE DETAIL E8 FOR

2" CLR

ROUGHEN SURFACE

2 1/2"

1" CLR.

LADDER PENETRATION

GRATING AROUND

PROVIDE OPENING IN

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TYPICAL WALL REINFORCING SECTION

SCALE: 3/4" - 1' 2'0 1' 4' D4

ISOLATION VALVE VAULT

SCALE: 3/4" - 1' 2'0 1' 4'

SECTION

SCALE: NTS

SECTION

SCALE: NTS

ELEVATION OF BRACKET

SCALE: NTS

LADDER ELEVATION

SCALE: NTS

TYPICAL WALL CORNER DETAIL

SCALE: 3/4" - 1'

HORIZONTAL CJ (OPTIONAL)

SCALE: NTS2'0 1' 4'

TYPICAL WALL PENETRATION DETAIL

SCALE: NTS

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WATER COLUMNWC

WITHW/

UNDERGROUNDUG

TYPICALTYP

THERMAL RELIEF VALVETRV

TRUCK LOADING CONTROL VALVETLCV

STAINLESS STEELSS

SIGHT FLOW INDICATOR SFI

RETURN TO BULKRTB

PRESSURE-VACUUMPV

PIPE SUPPORT PS

PRODUCT RECOVERY TANKPRT

POSITIVE DISPLACEMENT METER LOADINGPDML

POSITIVE DISPLACEMENT METER OFFLOADPDMO

PUMP DISCHARGE CONTROL VALVEPDCV

OFFLOAD PUMPOP

NOT TO SCALENTS

NORMALLY CLOSED NC

NORMALLY OPEN NO

MINIMUMMIN

MANUAL AIR VENT MAV

LOW POINT DRAINLPD

LOW-LOW LEVEL ALARM LLLA

LOW LEVEL ALARM LLA

ISSUE PUMPIP

INSULATING FLANGEIF

HIGH POINT VENTHPV

HIGH LIQUID LEVEL SHUT-OFF VALVEHLV

HIGH LEVEL ALARM HLA

HIGH-HIGH LEVEL ALARM HHLA

GALLONS PER MINUTEGPM

FEETFT

RECEIPT FILTER SEPARATORFSR

FILTER SEPARATOR CONTROL VALVEFSCV

FILTER SEPARATORFS

FLOW CONTROL VALVEFCV

EMERGENCY SHUT-OFFESO

DIFFERENTIAL PRESSURE GAUGEDP GAUGE

DISPENSER PUMPDP

DOUBLE BLOCK AND BLEEDDBB

RATE OF FLOW CONTROLLER

NON-SURGE CHECK VALVE W/CV

CARBON STEELCS

CENTERLINECL OR C/L

BYPASS VALVEBV

BASKET STRAINERBS

AUTOMATIC TANK GAUGEATG

ABANDONED IN PLACEAIP

ABOVEGROUNDAG

ABOVE FINISHED FLOORAFF

AIR ELIMINATOR CONTROL VALVEAECV

AIR ELIMINATORAE

AUTOMATIC AIR VENTAAV

CONTROL VALVE

DIFFERENTIAL PRESSURE GAUGE

DIFFERENTIAL PRESSURE TRANSMITTER

LIQUID LEVEL INDICATOR

PRESSURE INDICATING TRANSMITTER

PRESSURE GAGE - SEE DETAIL ON SHEET M-504

BASKET STRAINER

FLOW SWITCH

SIGHT FLOW INDICATOR

ANGLE TYPE CONTROL VALVE

LINE SIZE REDUCER

BALL VALVE

JET FUEL LINE

WYE STRAINER

PLUG VALVE

CONNECTOR

FLEXIBLE BALL JOINT

FLEXIBLE HOSE

CHECK VALVE

NEEDLE VALVE

INSULATING FLANGE

LIMIT SWITCH

SAMPLE CONNECTION

CONTROL VALVE WITH SOLENOID OPERATED PILOT SYS.

HYDRANT CONTROL VALVE

NON-SURGE CHECK VALVE WITH RATE OF FLOW CONTROLLER

RELIEF VALVE - SEE DETAIL ON SHEET M-504

PRESSURE SENSOR

TEMPERATURE SENSOR

MOTORIZED VALVE

DBB PLUG VALVE

METER

CAP

MECHANICAL ABBREVIATIONS MECHANICAL LEGEND GENERAL NOTES:

PERIOD.

ISOLATION VAULT AND THE NEW OUTLET PIT DOES NOT HAVE TO OCCUR WITHIN THE NINE DAY

COMMISSIONING AND PERFORMANCE VERIFICATION OF THE NEW PIPE DOWNSTREAM OF THE

THE NEW CROSSOVER VALVE LOCATED IN THE NEW ISOLATION VAULT. STARTUP,

AND PRESSURE TESTING OF THE NEW PIPING SUCH THAT THE LOOP IS ACTIVATED UTILIZING

DAY PERIOD INCLUDES TIEING IN THE NEW LOOP TO THE EXISTING ACTIVE LOOP, FLUSHING, NOT EXCEED HAVING THE DLA HYDRANT LOOP DOWN LONGER THAN NINE DAYS. THE NINE

8. THE NEW HYDRANT PIT CONNECTION INTO THE EXISTING DLA HYDRANT FUEL LOOP SHALL

FUEL SYSTEM, INCLUDING ITS HYDRANT LOOP IS OPERATIONAL.

7. THE DLA HYDRANT FUEL LOOP SHALL NOT BE TAKEN DOWN UNTIL THE BRAC HYDRANT

ALL UTILITIES PRIOR TO EXCAVATION.

DIMENSIONS PRIOR TO FABRICATION. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY

6. DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL

NON-FLAMMABLE LUBRICANT.

INITIAL CUTTING OF THE EXISTING PIPING WITH A MULTI-WHEEL PIPE CUTTER USING

5. COLD CUTTING OF EXISTING PIPE, AFTER DEFUELING, IS REQUIRED. PERFORM THE

FUEL AS REQUIRED TO PERFORM HOT WORK.

IN PIPING OR PORTIONS OF PIPING WHICH PREVIOUSLY CONTAINED

-INERTING: THE REMOVAL OR NEUTRALIZATION OF EXPLOSIVE VAPORS

CUTTING PIPING AT LOW POINTS TO DRAIN FUEL.

SUCTION EQUIPMENT TO REMOVE FUEL AT LOW POINTS, AND/OR COLD

-PURGING: THE COMPLETE REMOVAL OF FUEL FROM PIPING BY USING

4. DEFINITIONS:

WITH FACILITY PERSONNEL. REFER TO SHEET MD100 FOR MORE DETAIL.

3. COORDINATE DEFUELING AND FUEL TRANSFER FROM EXISTING PIPING AND TANKS

UNLESS OTHERWISE NOTED.

2. MECHANICAL PIPING WORK SHALL BE DONE IN ACCORDANCE WITH ASME B31.3

DAMAGE, VANDALISM, ETC.

WITH SPECIFICATION 33 52 43.13. PROVIDE PIPE PROTECTION FROM ACCIDENTAL

1. ALL NEW UNDERGROUND FUEL PIPING SHALL BE STAINLESS STEEL IN ACCORDANCE

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U .S

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FUEL HYDRANT PIT

REMOVE EXISTING

SAFETY REQUIREMENTS:

3'-0"

CONCRETE SLURRY

3'-0" CONCRETE SLURRY CAP

SCALE: NO SCALE

ABANDONED FUEL LINE

PIPE CAP

PIPING WHERE PIPING IS CUT.

CAP, AND AIP EXISTING 8" FUEL

HATCHING. SLURRY FILL,

REMOVE PIPING UNDERNEATH

AND AIP EXISTING 14" FUEL PIPING

REMOVE, CAP, SLURRY FILL,

GROUND PIPING AND VALVE.

REMOVE EXISTING ABOVE

AND AIP EXISTING 6" FUEL PIPING

REMOVE, CAP, SLURRY FILL,

AS NECESSARY AT PIPE CROSSING

REMOVE EXISTING ABANDONED PIPING

MS501

DETAIL

INTO ACTIVE LINE

FOR THE TIE

SHEET MS501

REFERENCE

PIPING WHERE PIPING IS CUT.

CAP, AND AIP EXISTING 8" FUEL

HATCHING. SLURRY FILL,

REMOVE PIPING UNDERNEATH

EXCAVATIONS ARE IN PROGRESS.

ADVANCE OF EXCAVATIONS, SO THAT THEY CAN BE ON-SITE WHEN-EVER

SHALL BE NOTIFIED THROUGH THE CONTRACTING OFFICER 7 DAYS IN

HORIZONTALLY, OF THE EXISTING FUEL LINES. BASE FUELS PERSONNEL

BE BY HAND DIGGING FROM WITHIN 18-INCHES VERTICALLY ABOVE AND 4 FEET

FUEL LINES. PROBES SHALL BE USED TO LOCATE THE PIPE. EXCAVATION SHALL

7. CARE SHALL BE TAKEN WHEN DIGGING IN THE AREA OF EXISTING OPERATIONAL

RATING OF T2D (419 DEG. F) AS DEFINED BY NFPA 70.

DIVISION 1, GROUP D MOTOR AND SHALL HAVE A MAXIMUM TEMPERATURE

AND SHALL REQUIRE ANY ELECTRIC MOTOR IN THE AREA TO BE A CLASS I,

FOR FUEL FUMES WITH A PROPERLY CALIBRATED COMBUSTIBLE GAS DETECTOR,

FREE FROM SOURCES OF IGNITION, AND SHALL BE CONTINUOUSLY MONITORED

THE WORK BEING DONE ON THE EXISTING PIPE. THE FREE ZONE SHALL BE

EXISTING FUEL PIPE. THE FREE ZONE SHALL BE AN AREA 50 FEET AROUND

E. A HAZARDOUS FREE ZONE SHALL BE MAINTAINED DURING WORK ON THE

OXYGEN LEVELS ARE LOWERED.

BE STOPPED UNTIL THE AREA IS VAPOR FREED BY THE CONTRACTOR AND THE

PERCENT OF LEL OR OXYGEN LEVELS GREATER THAN 6 PERCENT, WORK SHALL

OR THE GAS DETECTOR AT THE PIPE DETECTS FUEL FUMES GREATER THAN 0

THAN 10 PERCENT OF LEL OR OXYGEN LEVELS GREATER THAN 23.5 PERCENT,

D. WHENEVER THE AREA GAS DETECTOR DETECTS FUEL FUMES GREATER

WITH A PROPERLY CALIBRATED COMBUSTIBLE GAS DETECTORS.

BE CONTINUOUSLY MONITORED FOR FUEL FUMES AND OXYGEN LEVELS

C. THE AREA WHERE THE PIPE IS BEING WELDED AND AT THE PIPE WELD SHALL

MAINTENANCE SAFETY COORDINATOR.

GAS, OR OTHER METHOD APPROVED BY THE BASE LIQUID FUELS

THE PIPE SHALL BE VAPOR FREED BY INERTING, USING DRY ICE, NITROGEN

DISCONNECTING OR CLOSING A DOUBLE BLOCK AND BLEED PLUG VALVE.

COMPLETELY DRAINED AND PROPERLY ISOLATED BY BLINDING, AND

B. BEFORE WELDING TO AN EXISTING FUEL PIPE, THE PIPE SHALL BE

CONTRACTOR CAN DETERMINE THE WELDING PROCEDURE TO BE FOLLOWED.

STARTING WELDING ON EXISTING PIPE SO THAT THE BASE AND THE

A. THE CONTRACTING OFFICER SHALL BE NOTIFIED TWO WEEKS BEFORE

6. WELDING TO EXISTING FUEL LINES:

OR IN THE AREA OF THE PUMPHOUSE.

THE BASE FIRE DEPARTMENT EACH DAY BEFORE WELDING TO EXISTING PIPES

BEFORE WELDING. A "HOT" WORK PERMIT SHALL ALSO BE OBTAINED FROM

5. THE SECTION OF EXISTING PIPE BEING WELDED SHALL BE VAPOR FREED

AREA IS VAPOR FREED BY THE CONTRACTOR.

FUEL FUMES AND OXYGEN CONCENTRATION, WORK SHALL STOP UNTIL THE

BEING PERFORMED IN THE AREA. WHENEVER THE GAS DETECTOR DETECTS

WITH A PROPERLY CALIBRATED COMBUSTIBLE GAS DETECTOR WHILE WORK IS

CONTINUOUSLY MONITORED FOR FUEL FUMES AND OXYGEN CONCENTRATION

4. THE AREA WHERE THE OPEN EXISTING PIPE IS LOCATED SHALL BE

8" LATERALS..

PIPING WITH CONCRETE SLURRY, CAP AND AIP. THE INACTIVE LOOP IS 18" WITH

THAT COMES OUT SHALL BE DISPOSED OF. FILL ALL ABANDONED IN-PLACE

ABANDONED IN-PLACE SHALL BE FLUSHED. ANY RESIDUAL FUEL FROM THE PIPE

3. ALL PIPING FROM THE INACTIVE LINE THAT IS BEING REMOVED AND/OR

HAND CUTTER OR PNEUMATIC DRIVEN SPARKLESS ROTARY CUTTER.

2. PIPE TO BE CUT SHALL BE CUT BY "COLD CUT" METHOD, IE; MULTI-WHEELED

OF THE CONTRACTOR TO DISPOSE OF IN AN APPROVED MANNER.

RESIDUAL FUEL WILL REMAIN IN LOW POINTS AND WILL BE THE RESPONSIBILITY

GOVERNMENT AT THE RETURN TO BULK POINT WITHIN THE BULK FUELS YARD.

FROM THE ACTIVE LINE BY THE CONTRACTOR. FUEL SHALL BE RETURNED TO THE

WORK ON THE FUEL SYSTEM. FUEL AND VAPOR SHALL BE DRAINED / REMOVED

1. THE CONTRACTING OFFICER SHALL BE NOTIFIED 21 DAYS BEFORE STARTING

ASPHALT

18" U/G JET FUEL (TYPE 3)

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50' 100'0

SCALE: 1" = 50'

COCOCOCOM

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C-17 25'

C-17 10'

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MS101A

NOTES:

REMOVE SECTION OF EXISTING 14" STAINLESS STEEL LOOP1

STAINLESS STEEL HYDRANT LOOP PIPING

CONNECT NEW SUPPLY AND RETURN PIPING TO EXISTING 14"

14" EXTERIOR COATED STAINLESS STEEL HYDRANT SUPPLY PIPING

14" EXTERIOR COATED STAINLESS STEEL HYDRANT RETURN PIPING

NEW LOW POINT DRAIN PIT

NEW ISOLATION AND CROSSOVER VAULT. SEE SHEET MS503

3.917' CENTER TO CENTER OF PIPING7

MS5…

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File details come from the government source that posted it. Updated Mar 25, 2020.