AM03 DRAWINGS.pdf

PDF 8 MB Posted Aug 12, 2021

Attached to: FY21 SOF Combat Aircraft Parking Apron - North, Hurlburt Field, Florida
Solicitation number: W9127821R0045
Issued by: Department of the Army Corps of Engineers Engineering District Mobile

About this file

Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity is a request for proposal for construction services at Hurlburt Field in Florida. The scope of work includes constructing a combat aircraft parking area with three C-130 capable spots, along with supporting facilities such as utilities, site improvements, airfield pavements, communications, storm water drainage, and wetland remediation. The estimated cost range is $25-100 million and the period of performance is 1080 calendar days. Contractors must register in SAM to download solicitation documents from beta.SAM.gov between now and the response due date.

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Other files

File	Type	Posted
AM03.pdf	PDF	Aug 12, 2021
W9127821R0045 AM02.pdf	PDF	Aug 4, 2021
PreBid CAPA North - Agenda_SignIn_7.21.2021.pdf	PDF	Aug 2, 2021
W9127821R0045 AM01.pdf	PDF	Jul 12, 2021
EM 385-1-1.pdf	PDF	Jul 6, 2021
RTA DRAWINGS.pdf	PDF	Jul 6, 2021
VOL2.PDF	PDF	Jul 6, 2021
VOL1.PDF	PDF	Jul 6, 2021

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US Army Corps of Engineers®

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE, AL 36602

FTEV153011

SOF COMBAT AIRCRAFT PARKING APRON - NORTH

HURLBURT FIELD

20 1

21 06

SOLICITATION 21R0045

AMENDMENT NO. 0003

X X X

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POND #3

BOTTOM EL. 28.8

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NORTH-SOUTH RUNWAY9,600' x 150'N02º55’25.108”W

AC-130J

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EX. STORM INLET

TOP=30.90

BOTTOM OF STRUCTURE =20.0

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ASPHALT SHOULDER WIDTH VARIES

TAXIW

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EX. STORM INLET

TOP=28.06

BOTTOM OF STRUCTURE= 16.38

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GC005

CONSTRUCTION STAGING

& PHASING NOTES:

1. SEE CIVIL LEGEND ON SHEET GC001. SEE CONSTRUCTION

SEQUENCE NOTES ON GC007.

2. TRUCK WASHOUT AREA TO BE CONSTRUCTED, MAINTAINED,

AND CLEANED IN ACCORDANCE WITH FLORIDA DEPT OF

ENVIRONMENTAL PROTECTION REGULATIONS. PROVIDE

DETAILS AND MAINTENANCE PLAN AS PART OF THE

STORMWATER POLLUTION PREVENTION PLAN.

3. ALL TEMPORARY TRAFFIC BARRIERS TO BE INSTALLED AND

MAINTAINED TO CLOSE ROADS TO ALL NON-CONSTRUCTION

TRAFFIC SHALL BE INSTALLED AND MAINTAINED BY THE

CONTRACTOR. COORDINATE WITH HURLBURT SECURITY AND

POLICE.

4. CONTRACTOR TO STOCKPILE REQUIRED MATERIALS AND

EQUIPMENT WITHIN LIMITS OF THE STAGING AREA OR WORK

LIMITS AS INDICATED ON THE DRAWINGS, AND RESTORE THE

AREA TO PRE-CONSTRUCTION CONDITIONS.

5. CONTRACTOR TO COORDINATE UTILITY WORK WITH THE

CONTRACTING OFFICER. COORDINATE TO MINIMIZE IMPACTS

TO EXISTING UTILITIES IN ACCORDANCE WITH THE

SPECIFICATIONS.

6. ONLY THE CONSTRUCTION CONTRACTORS QUALITY CONTROL

MANAGER IS AUTHORIZED TO TAKE PHOTOS ON THE PROJECT

SITE. PHOTOS ARE ONLY TO BE TAKEN OF CONSTRUCTION

ACTIVITIES. ANYONE ELSE TAKING PHOTOS WILL BE ESCORTED

OFF THE BASE AND NOT ALLOWED TO RETURN.

7. COORDINATE ALL CONSTRUCTION RADIOS WITH THE COR AND

HURLBURT FIELD FREQUENCY MANAGER.

8. SMOKING SHALL ONLY OCCUR IN THE DESIGNATED SMOKING

AREAS. AREAS TO BE CLEARLY SIGNED AND COORDINATED

WITH THE COR AND FIRE DEPARTMENT.

9. ALL WORK WITHIN 125 FEET OF APRON TAXIWAY CENTER LINE

AND T/W G CENTERLINE SHALL BE COORDINATED WITH COR

AND AIRFIELD MANAGEMENT. LIMIT DURATION OF ACTIVITIES TO

MINIMIZE IMPACT ON AIRCRAFT OPERATIONS ON THE

APRON/TAXIWAY. ADJUST LOCATION OF LOW PROFILE

BARRICADES AND TEMPORARY FENCES TO COINCIDE WITH

PHASED CONSTRUCTION ADJACENT TO THE ACTIVE

APRON/TAXIWAY, SEE PHASING PLANS, GC101 - GC104.

10. SEE GRADING DRAWINGS CG301-CG305 FOR CLEARING, FILL

CONSTRUCTION, AND SITE EMBANKMENTS.

11.NOT USED.

12.DISPOSAL AREAS FOR RUBBLE, UNSUITABLE EXCESS SOIL

MATERIALS, OR OTHER CONSTRUCTION DEBRIS ARE NOT

AVAILABLE ON THE BASE FOR THE CONTRACTOR'S USE.

DISPOSAL IS THE RESPONSIBILITY OF THE CONTRACTOR AT

SITES OFF GOVERNMENT CONTROLLED LANDS.

13.BORROW SITES ARE NOT AVAILABLE FOR USE BY THE

CONTRACTOR ON HURLBURT FIELD. ALL BORROW FILL

MATERIALS SHALL BE OBTAINED FROM THE EGLIN RANGE

BORROW PITS AS INDICATED ON DRAWINGS GC011 - GC012 OR

OBTAINED BY THE CONTRACTOR FROM COMMERCIAL SOURCES

FROM OFF-SITE LOCATIONS.

14.CONTRACTOR'S STAGING AREAS SHALL BE RETURNED TO THE

ORIGINAL CONDITIONS AS APPROVED BY THE CONTRACTING

OFFICER'S REPRESENTATIVE (COR) AT THE COMPLETION OF

CONSTRUCTION.

15.CONTRACTOR SHALL NOT BE PERMITTED TO ACCESS THE

EXISTING PCC SURFACE WITH EQUIPMENT OR VEHICLES

EXCEPT WHERE SHOWN IN PLANS.

16.EQUIPMENT SHALL BE STORED IN THE LAYDOWN/STAGING

AREA IF EQUIPMENT IS TO BE IDLE FOR MORE THAN 48 HOURS.

LEGEND

HAUL ROUTE

STAGING AND LAYDOWN PLAN

SCALE: 1" = 100'

100' 200'0

GC501

CONSTRUCTION ENTRANCE

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AMENDMENT NO. 0003

M I T

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SHEET

IDENTIFICATION

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125.00'

SEE NOTE 9

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CONSTRUCTION

ENTRANCE

HAUL ROUTE

ON SHOULDER

(SEE GC010)

WETLAND

DISTURBANCE LIMITS

RUNWAY 18-36

EXISTING

HCP

TAXIWAY G

APRON

WETLAND DISTURBANCE LIMITS

TEMPORARY

SIGNAL

SEE NOTE 15

INTERLINE DISTANCE KEYED NOTES:

180 FT. BUFFER AROUND STATIONARY LOADED

AC-130 AT HOT CARGO PAD.

180 FT. BUFFER AROUND PROPOSED HAMS PAD, FOR

MUNITIONS TRAILER.

1250 FT. BUFFER FOR AMMO LOADING OPERATIONS.

180 FT. BUFFER AROUND TEMPORARY HAMS PAD,

FOR MUNITIONS TRAILER. (DOES NOT IMPACT

HAULING.)

INTERLINE DISTANCE NOTES (QD ARCS):

1. QD SAFETY ARCS ARE ONLY IN EFFECT FOR CERTAIN AIRCRAFT

OPERATIONS ON THE HOT CARGO PAD. CONTRACTING OFFICER

AND AIR OPERATIONS WILL COORDINATE THESE TIMES WITH THE

CONTRACTOR IN ADVANCE DURING WEEKLY COORDINATION

MEETINGS. CONSTRUCTION ACTIVITIES ARE SUSPENDED WITHIN

THESE ARCS AT THESE TIMES. SEE INTERLINE DISTANCE NOTES

THIS DRAWING.

2. THE INTERLINE DISTANCE IS THE EXPLOSIVE ARC DISTANCE

WHEN MUNITIONS ARE PRESENT AT DIFFERENT LOCATIONS AND

SCENARIOS.

3. CONTRACTOR IS TO COORDINATE WITH AIR TRAFFIC CONTROL

AND COR FOR LOADING TIMES AND PRESENCE OF LOADED

AIRCRAFT AND MUNITIONS TRAILERS.

4. CONTRACTOR IS NOT ALLOWED TO WORK IN AMMO LOADING

BUFFER ZONE WHEN AIRCRAFT MUNITIONS ARE BEING LOADED

AND UNLOADED. (CONTRACTOR SHOULD ASSUME THIS OCCURS

3-6 TIMES A DAY FOR DURATIONS OF 30 MINS. EACH

OCCURRENCE.

5. THERE WILL BE A WEEKLY MEETING TO COORDINATE A 1 WEEK

LOOK AHEAD FOR THE FLYING SCHEDULE. MUNITIONS LOADING

OPERATIONS OFTEN OCCUR FROM 1000-1100 HRS AT THE HOT

CARGO PAD ON A DAILY BASIS. THE POTENTIAL FOR DOWNLOAD

OPERATIONS OF ANY UNEXPECTED HIGH EXPLOSIVE ROUNDS

COULD OCCUR A FEW HOURS LATER. LOADING/UNLOADING

OPERATIONS ALSO OCCUR A FEW HOURS LATER.

LOADING/UNLOADING OPERATIONS ALSO OCCUR IN THE EARLY

EVENING. HOWEVER, AIR OPERATIONS RESERVES THE RIGHT TO

CONDUCT MUNITIONS LOADING/UNLOADING AS THE SITUATIONS

DICTATE THAT COULD IMPACT THE 180 FT OR 1250 FT BUFFERS.

IT IS ANTICIPATED THAT THESE SITUATIONS WOULD BE MINIMAL

AND ONLY TO MAINTAIN A SAFE ENVIRONMENT FOR AIRCRAFT

AND CREW PERSONNEL.

HAMS PAD

BY OTHERS

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FIR 7191 CONTROL POINT N: 530212.44 E: 1277548.44 EL= 29.46 (NAVD88)

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FAC IN CONCRETE STAMPED E1-58J N: 529872.87 E: 1276990.64 EL= 29.46 (NAVD88)

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BUILDING #90839

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HAUL ROUTE

WETLAND MITIGATION LIMITS

OVERALL TRAFFIC PLAN

SCALE: 1" = 200'

NOTES:

1. SEE CONSTRUCTION PHASING NOTES ON

GC101-GC104.

2. TAXIWAYS WILL BE CLOSED DAILY FOR

EARTHWORK, HAULING, AND PAVING

OPERATIONS UNLESS OTHERWISE NOTED

IN THE PROJECT PHASING NOTES. INSTALL

REQUIRED TRAFFIC CONTROL DEVICES.

CLOSE TAXIWAY GOLF AND ALPHA DAILY IN

ORDER TO UTILIZE HAUL ROUTE. PLACE

BARRICADES DAILY. TAXIWAY CLOSURES

AND BARRICADES SHALL BE REMOVED AT

THE END OF THE WORK DAY, UNLESS

APPROVED BY THE COR.

3. CONTRACTOR SHALL NOT BE PERMITTED

TO ACCESS THE EXISTING PCC SURFACE

OF THE HOT CARGO, HAMS PAD, OR

TAXIWAY WITH EQUIPMENT OR VEHICLES.

4. CONTRACTOR IS TO AVOID TAXIWAY

LIGHTING ALONG HAUL ROUTE.

CONTRACTOR IS RESPONSIBLE FOR

REPLACEMENT OF DAMAGED LIGHTS AT NO

ADDITIONAL COST TO THE GOVERNMENT.

5. COORDINATE WITH COR FOR ACCESS AND

MAINTENANCE OF HAUL ROUTES. PROVIDE

FULL TIME AIRFIELD SWEEPER TO CLEAN

ASPHALT SHOULDER PAVEMENTS

CONTINUOUSLY THROUGHOUT DURATION

OF CONSTRUCTION. AT THE END OF EACH

DAY GET APPROVAL OF THE CONDITIONS

FROM COR AND AIR OPS THAT SURFACES

HAVE BEEN SUFFICIENTLY CLEANED.

6. CONCRETE PLANT: CONTRACTOR TO USE

THE PLANT AREAS FOR

EQUIPMENT/MATERIAL STAGING. SEE

GC004. CONTRACTOR TO PROVIDE BATCH

PLANT EQUIPMENT AND OBTAIN ALL

PERMITS. COORDINATE ANY TREE

CLEARING WITH CONTRACTING OFFICER

AND BASE CE. DUE TO PROXIMITY OF THE

AIRFIELD REPLANTING OF TREES IS NOT

REQUIRED.

7. THE JOB TRAILER NEEDS TO BE LOCATED

OUTSIDE THE AIRFIELD FENCE, TO

FACILITATE DAY TO DAY MEETING,

DELIVERIES, ETC. SEE GC005.

8. REMOVE ALL TEMPORARY TRAFFIC

CONTROL MARKING AT COMPLETION OF

CONSTRUCTION. REPAIR ALL EXISTING

MARKINGS IMPACTED BY TEMPORARY

MARKINGS.

9. CONTRACTOR SHALL PROVIDE A SMOOTH

ASPHALT HAUL ROUTE PROFILE WITH AN

ELEVATION THAT IS BELOW THE OVERRUN

AND GENERALLY FOLLOWS EXISTING

GRADE. CONTRACTOR SHALL MAINTAIN

POSITIVE DRAINAGE AWAY FROM THE

OVERRUN.

10. THE CONTRACTOR SHALL SUBMIT A

PROJECT SCHEDULE FOR RUNWAY

OVERRUN MODIFICATIONS FOR APPROVAL.

THIS SCHEDULE SHALL BE COORDINATED

WITH THE PHASING PLAN PROVIDED FOR

THIS PROJECT, NO WORK SHALL PROCEED

UNTIL PERMISSION IS GRANTED.

EAST AIRFIELD

GATE AREA SEE

GC004

MAINTAIN GRAVEL HAUL ROUTE. UTILIZE

FOR ALL CONSTRUCTION ACCESS.

SEE NOTE 12 ON GC004. SEE DRAWINGS

V-110 AND V-111 FOR WETLAND LIMITS

FY18 CAPA PROJECT

BY OTHERS

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RUNWAY

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AMENDMENT NO. 0003

M I T

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IDENTIFICATION

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ASPHALT ROAD

400'0 200'

MAINTAIN GRAVEL HAUL

ROAD (13" GCA WITH

GEOGRID) ALONG

EXISTING GRAVEL ROAD

TAXIWAY CLOSURE FOR HAULING

OPERATIONS (DAILY)

MAINTAIN SILT FENCE

BOTH SIDES OF HAUL

ROUTE

1015'

PHASE 1 - GC101

INSTALL 6" TAXIWAY SHOULDER YELLOW

EDGE STRIPE. DO NOT CROSS. SEE NOTE 5.

MAINTAIN SHOULDER AREA (2" ASPH/6"

BASE) TO SUPPORT CONSTRUCTION

TRAFFIC THROUGHOUT DURATION.

PHASE 4 - GC104

UPON COMPLETION OF ALL HAULING

OPERATIONS REMOVE 2" ASPH/6" BASE,

RECOMPACT SUBGRADE, INSTALL 6" GCA

AND 2" ASPH SURFACE . REMOVE 6"

YELLOW STRIPE AND ALL BARRICADES.

MAINTAIN 26 FT WIDE ROAD

SECTION WITH 3" ASPH AND

12" GCA BASE. REMOVE AT

CONSTRUCTION

COMPLETION. SEE NOTE 9,10

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TAXIWAY CLOSURE FOR

HAULING OPERATIONS

(DAILY)

25' ASPHALT TIE IN

TO T/W SHOULDER

TAXIWAY CLOSURES BY FY18 CAPA

SOUTH PROJECT PHASE 2A, 2B,

AND 3 SHOWN FOR REFERENCE

SEE NOTE 11

GC005

FY20 HANGAR BY

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PROJECT SITE

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GC011

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AMENDMENT NO. 0003

M I T

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IDENTIFICATION

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NOTES:

1. ESTABLISH BORROW PIT FOR STRUCTURAL FILL MATERIAL

FOR THE CAPA NORTH SITE DEVELOPMENT. DISPOSAL AT

EGLIN RANGE BORROW PITS DOES NOT INCLUDE TREES,

SHRUBS, BRANCHES OR GROUND COVER AS DIRECTED BY

THE CONTRACTING OFFICER.

2. CONTRACTOR TO TEST MATERIAL FROM THE PROJECT SITE

PER SPECIFICATION SECTION 31 00 00 FOR APPROVAL PRIOR

TO HAULING TO THE EGLIN RANGE BORROW PITS FOR

DISPOSAL.

3. CONTRACTOR TO PROVIDE ALL EQUIPMENT FOR HAULING AND

EXCAVATING ALL BORROW MATERIAL AT THE EGLIN RANGE

BORROW PITS.

4. EGLIN JACKSON GUARD FORESTRY OFFICE WILL HARVEST THE

TIMBER (NOT GRUB) IN THE AREAS WHERE THE CONTRACTOR

PLAN TO EXPAND THE EGLIN RANGE BORROW PITS. ONLY THE

AREA REQUIRED TO PROVIDE THE VOLUME OF FILL MATERIAL

REQUIRED BY THE CONTRACTOR WILL HAVE TREES REMOVED

BY THE GOVT. NO GRUBBING OR STUMP REMOVAL WILL BE

DONE BY THE GOVT. COORDINATE THE EXTENTS NEEDED

BASED ON AMOUNT OF BORROW MATERIAL TO BE EXCAVATED.

5. CONTRACTOR TO PERFORM GRADING OF BORROW PIT AREAS

TO LEVEL RUTTING PRIOR TO SEEDING.

6. CONTRACTOR TO OBTAIN ALL PERMITS RELATED TO

ESTABLISHING, OPERATING, AND CLOSING THE BORROW PIT.

SUBMIT AND COORDINATE THE FDEP ENVIRONMENTAL

RESOURCE PERMIT REQUIREMENTS AND SWPPP FOR EGLIN

RANGE BORROW PITS WITH EGLIN CE ENV AND EGLIN RANGE

OFFICES. CONTRACTOR IS RESPONSIBLE FOR OBTAINING

FDEP ERP FOR BORROW PIT.

7. PROVIDE ALL EROSION CONTROL MEASURES IN ACCORDANCE

WITH FDEP ENVIRONMENTAL RESOURCE PERMIT

REQUIREMENTS AND PROVIDE PLANS WITH SWPPP

SUBMITTAL.

BORROW/FILL MATERIAL NOTE:

CONTRACTOR MAY DISPOSE OF ALL EXTRA ORGANIC SOIL

MATERIAL AT THE EGLIN RANGE BORROW PITS OR OFF

GOVERNMENT PROPERTY AT A COMMERCIAL SITE.

CONTRACTOR HAS OPTION TO OBTAIN STRUCTURAL FILL

MATERIAL AT EGLIN BORROW PITS OR PURCHASE BORROW

MATERIALS FROM COMMERCIAL BORROW SOURCES. IF

CONTRACTOR CHOOSES TO OBTAIN FILL FROM EGLIN BORROW

PITS THEN ALL PERMITTING FOR THIS ACTION WILL BE THE

CONTRACTOR'S RESPONSIBILITY TO OBTAIN. SEE NOTES 6 AND 7

THIS DRAWING. ANY SURCHARGE MATERIAL OR EXCESS

MATERIAL REMOVED FROM EGLIN BORROW PIT IS

CONTRACTOR'S RESPONSIBILITY FOR DISPOSAL OFF

GOVERNMENT PROPERTY. COORDINATE FILL MATERIALS

TESTING AND SOIL REQUIREMENTS WITH SPECIFICATION

SECTION 31 00 00 EARTHWORK.

0 10000'5000'

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M I T

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IDENTIFICATION

M E

BORROW PIT B-40

SCALE: 1" = 300'

STABILIZE / CLEARING

REQUIRED FOR TRUCK TRAFFIC

EXISTING HWY

MEDIAN CUT

ACCESS

ROUTE

PIT B-40:

EAST OF HWY 85 NORTH

PLOT NUM 87N84

30.6 ACRES

· UNKNOWN AMOUNT OF FILL IS AVAILABLE IN BORROW PIT 40

· REQUIRES TIMBER HARVEST/CLEAR GRUB TO ACCESS SAND

· ACCESS ENTRANCE FOR MUCK DISPOSAL REQUIRES WORK

FOR TRUCK/EQUIPMENT ACCESS.

· PIT IS BEING USED BY OTHER PROJECTS.

600'0 300'

18 MILES ± TO

HURLBURT

18 MILES ± TO

HURLBURT

NOTES:

1. SEE NOTES ON GC011.

EXPANSION AREA

COORDINATE

EASEMENT WITH

ELECTRICAL COMPANY

TO CROSS OVERHEAD

LINE CORRIDOR WITH

CONSTRUCTION

TRAFFIC

M E

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POND #3

BOTTOM EL. 28.8

AC-130J

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EX. STORM INLET

TOP=30.90

BOTTOM OF STRUCTURE =20.0

ASPHALT SHOULDER WIDTH VARIES

TAXIW

AY SIG

EX. STORM INLET

TOP=28.06

BOTTOM OF STRUCTURE= 16.38

BERM

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CONCRETE TAXIW

E O

F ASPH

ALT

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BERM

CONCRETE TAXIW

CONCRETE TAXIWAY WIDTH

VARIES

C P

A S

P H

A C

C E

S S

R O

TAXIW

AY LIGHT

(TYPICAL)

CONCRETE TAXIWAY

C O

N C

ETE

(TYPICAL )

CONCRETE TAXIWAY

YELLO

STR

IPIN

Y E

LLO

S T

YELLO

STR

IPIN

CONCRETE

(TYPIC

AL)

Y E

LLO

STR

IPIN

YELLO

STR

IPIN

YELLO

STR

IPIN

YELLO

STR

IPIN

YELLO

STR

IPIN

Y E

LLO

STR

IPIN

YELLO

STR

IPIN

YELLO

STR

IPIN

E O

F ASPH

ALT

E O

F ASPH

ALT

YELLO

STR

IPIN

E O

F ASPH

ALT

EDG

E O

F ASPHALT

Y E

LLO

STR

IPIN

(TYPICAL)

Y E

LLO

STR

IPIN

YELLO

STR

IPIN

(TYPICAL)

Y E

LLO

STR

IPIN

YELLO

STR

IPIN

Y E

LLO

STR

IPIN

36" X 48" BOX SD

RETENTION BASIN

TAXIW

AY LIG

(TYPICAL)

TAXIW

AY LIGHT

(TYPICAL)

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ELECTRICAL

SERVICE VAULT

LIG

T PO

(TYPICAL)

I N

125.00'

SEE NOTE 2

CONSTRUCTION

ENTRANCE

25' SHOULDER

FOR HAUL ROUTE

WETLAND

DISTURBANCE LIMITS

RUNWAY 18-36

EXISTING

HCP

TAXIWAY G

SURCHARGE LIMITS 5

FEET ABOVE FINAL GRADE

INDICATED AT MAX 3:1

SLOPE SEE CG305

LOW PROFILE

BARRICADES AT

SHOULDER EDGE

HAMS

PAD

I N

OODLIN

S E

O T

PROPOSED

FINAL GRADE

ELEVATIONS

SD SD SD SD SD SD SD

FLARED END SECTION

WITH RIP RAP

INV. = 23.63

2 3

25 25

TAWIWAY CLOSURE

BARRICADES. SEE NOTES

ON GC010 FOR CLOSURE

OF TW/ G DAILY DURING

ALL HAULING OPERATIONS.

REOPEN T/W G EACH DAY.

EXISTING SHOULDER

REMOVE TOPSOIL

AND GRUB EXISTING

SLOPES SEE CG305

TAWIWAY CLOSURE

BARRICADES. SEE NOTES

ON GC010 FOR CLOSURE

OF TW/ G DAILY DURING

ALL HAULING OPERATIONS.

REOPEN T/W G EACH DAY.

TEMPORARY PRECAST

STORM DRAIN MANHOLE TO

CONNECT EXISTING BOX

CULVERT TO 48" HDPE PIPE

TEMPORARY 48"

CORRUGATED HDPE PIPE TO

ALLOW BACKFILL OPERATION

FOR APRON WORK AND

DURING SURCHARGE

SETTLEMENT PERIOD.

E U

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LPLPLP

HAMS-15

3#10, 3/4"C

(RECEPTACLES)

HAMS-2

4#10, 3/4"C

(LIGHTING)

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GC102

CONSTRUCTION PHASING NOTES:

1. SEE CIVIL LEGEND ON SHEET GC001. SEE CONSTRUCTION SEQUENCE NOTES ON GC007 SEE

STAGING AND LAYDOWN NOTES ON GC005.

2. WORK WITHIN 125 FEET OF APRON CENTER LINE AND T/W G CENTERLINE SHALL BE COORDINATED

WITH COR AND AIRFIELD MANAGEMENT. ADJUST LOCATION OF LOW PROFILE BARRICADES TO

COINCIDE WITH EACH PHASE OF CONSTRUCTION ADJACENT TO THE ACTIVE APRON/TAXIWAY, SEE

PHASING PLANS.

3. SEE GRADING DRAWINGS CG301-CG305 FOR CLEARING, FILL CONSTRUCTION SURCHARGE LIMITS

AND SITE EMBANKMENTS.

4. CONTRACTOR SHALL NOT BE PERMITTED TO ACCESS THE EXISTING PCC SURFACE WITH

EQUIPMENT OR VEHICLES WITHOUT WRITTEN APPROVAL FROM THE COR.

5. INSTALL REQUIRED TRAFFIC CONTROL DEVICES. PLACE THE BARRICADES DAILY AS REQUIRED

FOR ROAD AND TAXIWAY CLOSURES. TAXIWAY CLOSURES AND BARRICADES SHALL BE

REMOVED BY THE CONTRACTOR DAILY PRIOR TO THE OPENING OF THE AIRFIELD UNLESS

INDICATED OTHERWISE ON THE PHASING PLANS, OR UNLESS APPROVED BY THE COR.

LEGEND

HAUL ROUTE

100' 200'0

GC501

CONSTRUCTION ENTRANCE

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AMENDMENT NO. 0003

M I T

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SHEET

IDENTIFICATION

M E

WETLAND DISTURBANCE LIMITS

CONSTRUCTION PHASING PLAN - PHASE 2

SCALE: 1" = 100'

GC502

LOW PROFILE BARRICADE

PHASE 2 NOTES:

1. A LAYER OF CLEAN SAND (SEE SPECIFICATION 31 00 00 "SELECT GRANULAR MATERIAL") WILL BE

PLACED IN ONE LIFT 15 TO 20 INCHES THICK, IN ACCORDANCE WITH SPEC SECTION 31 00 00, FOLLOWED BY ANOTHER LAYER OF GEOGRID. THE GRID SHALL EXTEND TO DAYLIGHT AT THE

OUTER SLOPE OF THE PLANNED EMBANKMENT FILL.

2. SETTLEMENT PLATE, INCLINOMETERS AND PIEZOMETER INSTRUMENTATION SHOULD BE

INSTALLED AT THIS LEVEL (ELEVATION) TO ALLOW INSTRUMENTATION MONITORING TO CAPTURE

THE SETTLEMENT AS IT OCCURS DURING THE CONSTRUCTION OF THE EMBANKMENT. WHERE

POSSIBLE, INSTRUMENT CABLES FROM PIEZOMETERS SHALL BE EXTENDED LATERALLY TO A

POINT OUTSIDE THE EMBANKMENT/SURCHARGE PLAN AREA. CABLES EXTENDING THROUGH THE

EMBANKMENT SHALL BE PROTECTED FROM BREAKAGE BY INSTALLING THE CABLE INSIDE 3"

DIAMETER RIGID PVC PIPE. ADEQUATE LOOPS OF CABLE SHALL BE PROVIDED INSIDE THE PIPE TO

ALLOW FOR 12" OF EXTENSION DURING EMBANKMENT CONSTRUCTION AND SETTLEMENT. ONCE

INSTALLED, THE INSTRUMENTATION SHALL BE PROTECTED FROM FURTHER SITE WORK

ACTIVITIES. SETTLEMENT MONITORING PAINTS ON THE EXISTING T/W G AND HCP CONCRETE

SHALL BE MONITORED DURING FILL PLACEMENT SEE SHEET CG301.

3. A SECOND 15 INCH THICK LAYER OF CLEAN SAND WILL BE PLACED IN ACCORDANCE WITH SPEC

SECTION 31 00 00.

4. HAVING THIS 30" LAYER OF SAND AND GRIDS WITH THE ADDED EXISTING ROOT MAT SHOULD

ALLOW TRACKED EQUIPMENT TO TRAVERSE ACROSS THE SITE. THE SIZE/WEIGHT OF THIS

EQUIPMENT MAY DEPEND ON THE CONSISTENCY OF THE PLACED FILL AND CONTRACTOR'S

DEVELOPMENT PLAN.

5. TO CONSTRUCT THE EMBANKMENT SUBSEQUENT LIFTS OF SELECT FILL SHALL BE COMPACTED

TO 95% OF THE MATERIAL'S MODIFIED PROCTOR DENSITY UNTIL A HEIGHT OF 1 FOOT ABOVE THE

FINISHED CONCRETE ELEVATION IS ATTAINED. GENERALLY, THIS SHOULD REQUIRE

APPROXIMATELY 6.5 TO 10 VERTICAL FEET OF FILL SOILS. THE EMBANKMENT WILL BE

CONSTRUCTED IN TWO STAGES. THE FIRST FILL LAYER WILL DEVELOP THE 30" INITIAL FILL

BEDDING FOR THE EMBANKMENT. THE NEXT LAYER WILL BE A 36" THICK SELECT FILL LAYER

WHICH WILL BE THE FIRST STAGED LEVEL. AFTER PLACEMENT OF EACH ADDITIONAL STAGE, FILL

PLACEMENT WILL HALT UNTIL THE SOILS HAVE CONSOLIDATED AND IT IS DETERMINED BY NEW

INSTRUMENTATION READINGS THAT EXCESS PORE PRESSURES HAVE RELAXED TO ALLOW

FURTHER FILL PLACEMENT. THE TIME FOR THE UNDERLYING SOILS TO RELAX MAY RANGE FROM 2

WEEKS TO SEVERAL MONTHS AND WILL BE DEPENDENT ON SOIL CHARACTERISTICS, STRENGTH

GAIN AND STABILITY OF THE EMBANKMENT FILL. AS THE EMBANKMENT INCREASES IN HEIGHT IT IS

ANTICIPATED THAT THE DURATION OF EACH HOLD PERIOD WILL INCREASE. IN ADDITION, THE

THICKNESS OF THE NEXT STAGE WILL BE DETERMINED BY THE INSTRUMENTATION RESPONSES

FROM THE CURRENT STAGE. IT IS PROJECTED THAT THE EMBANKMENT WILL REQUIRE TWO

STAGES TO CONSTRUCT. THE 5' SURCHARGE WILL REQUIRE TWO OR THREE STAGES.

6. CONSTRUCTION OF THE SURCHARGE SHALL USE SATISFACTORY FILL MATERIAL OR ONSITE

MATERIAL WHICH HAS A MINIMUM UNIT WEIGHT OF 100 PCF. THE SLOPES OF THE SURCHARGE

SHALL BE COMPOSED OF SOILS WHICH HAVE 20 TO 30 PERCENT PASSING THE NO. 200 SIEVE AND

IS A MINIMUM OF 12 INCHES IN THICKNESS. THIS WILL IMPROVE THE ERODABILITY RESISTANCE OF

THE COVERING SOILS. TEMPORARY SEEDING OF DISTURBED AREAS TO BE IN ACCORDANCE WITH

FLORIDA DOT SPECS FOR HYDROSEEDING. NO HAY, STRAW, OR MULCH TO BE USED ON THE

AIRFIELD.

7. SURCHARGE TO REMAIN IN PLACE FOR APPROXIMATELY 12 MONTHS OR UNTIL SETTLEMENT IS

APPROVED BY THE CONTRACTING OFFICER.

M E

N D

M E

AutoCAD SHX Text F1-58-J

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text N529872.92

AutoCAD SHX Text E1276990.75

AutoCAD SHX Text

ELEV.32.03

AutoCAD SHX Text

WOODED MARSH AREA

AutoCAD SHX Text W

AutoCAD SHX Text X

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text 8" W

8" SD

X X

E 1277000

E 1277125

E 1277250

39 @ 20.00' = 780.00'

C C

LEGEND:

DOWELED

CONSTRUCTION JOINT

DUMMY

CONTRACTION JOINT

NEW PCC TO

NEW AC JOINT

REINFORCED SLAB

THICKENED EDGE

ISOLATION JOINT

TRANSITION SLAB

CS503

CS501

CS503

DOWELED

CONTRACTION JOINT

CS503

GROUNDING POINT

(SEE ELECTRICAL)

AIRCRAFT TIE DOWN

CS502

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AMENDMENT NO. 0003

M I T

T A

SHEET

IDENTIFICATION

M E

PAVEMENT JOINTING PLAN GRID 6

SCALE: 1" = 20'

M A

T C

H L I N

T I N

U A

T I O

MATCHLINE - SEE SHEET CP103 FOR CONTINUATION

MATCHLINE - SEE SHEET CP109 FOR CONTINUATION

20' 40'0

KEY PLAN

NOT TO SCALE

1 2 3

4 5 6

7 8 9

GENERAL NOTES:

1. SEE SHEETS CS150 AND CS151 FOR STATIC GROUND AND

AIRCRAFT TIE DOWN LAYOUT.

2. ALL JOINT LAYOUT CHANGES SHALL BE APPROVED BY COR.

M E

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EX. STORM INLET

TOP=30.90

BOTTOM OF STRUCTURE =20.0

TEM

Y BEN

H M

ASPHALT SHOULDER WIDTH VARIES

Y S

C O

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R E

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ETE TAXIW

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F ASPH

ALT

C O

N C

R E

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C P

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P H

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C E

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R O

LIG

H T

(TYPIC

AL)

CONCRETE TAXIWAY

C O

N C

ETE

(TYPIC

AL )

CONCRETE TAXIWAY

YELLO

STR

IPIN

Y E

LLO

YELLO

STR

IPIN

C O

N C

ETE

(TYPIC

AL)

Y E

LLO

Y E

LLO

Y E

LLO

Y E

LLO

YELLO

STR

IPIN

YELLO

STR

IPIN

YELLO

STR

IPIN

YELLO

STR

IPIN

E O

F ASPH

ALT

E D

G E

O F A

S P

H A

YELLO

STR

IPIN

E D

G E

O F A

S P

H A

E D

G E

O F A

S P

H A

YELLO

STR

IPIN

(TYPIC

AL)

YELLO

STR

IPIN

Y E

LLO

YELLO

STR

IPIN

36" X 48" BOX SD

LIG

H T

(TY

LIG

H T

(TY

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R O

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C T

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A L

V A

U L T

ELEC

SER

VIC

E VAU

I N

± 60' ASPHALT SHOULDER

S P

H A

U L

D E

E D

G E

O F A

S P

H A

E O

F ASPH

ALT

E O

F ASPH

ALT

' A

S P

H A

L T

S H

O U

L D

E R

ASPHALT SHOULDER WIDTH VARIES

E O

F ASPH

ALT

I N

OODLIN

ITC

C O

N C

ETE

(TYPIC

AL )

± 60' ASPHALT SHOULDER

YELLO

C O

N C

ETE

TAXIW

AY LIG

H T

(TYPIC

AL)

YELLO

STR

IPIN

Y E

LLO

W W

E 1277000

E 1277500

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

48" SD

FLARED END

SECTION WITH

RIP RAP

INV. = 23.63

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AMENDMENT NO. 0003

M I T

T A

SHEET

IDENTIFICATION

M E

CONSTRUCTION BACKFILL PLAN

SCALE: 1" = 60'

GENERAL NOTES:

1. SEE SHEET GC007 EROSION CONTROL NOTES AND GC009 FOR GRADING

NOTES.

2. INSTALL TEMPORARY 48" CORRUGATED HDPE PIPE TO ALLOW BACKFILL

OPERATION FOR APRON WORK AND DURING SURCHARGE SETTLEMENT

PERIOD. REMOVE TEMPORARY STORM PIPE AFTER REMOVING

SURCHARGE BACKFILL AND INSTALLING NEW 36" X 48" BOX CULVERT

ACROSS THE APRON TO THE WEST. REMOVE PRIOR TO CONSTRUCTING

ANY LAYERS OF THE APRON OR TAXIWAY CONNECTOR PAVEMENT

SECTIONS.

3. LAYOUT OF THE SETTLEMENT PLATES SHOWN IS CONCEPTUAL AND FINAL

LOCATION AND INSTALLATION IS BASED ON THE CONTRACTOR'S

GEOTECHNICAL ENGINEER WITH REVIEW BY THE MOBILE COE GEOTECH

BRANCH.

4. SEE CONSTRUCTION SEQUENCE NOTES ON PHASING PLANS GC101 -

GC104.

5. MARK AND SURVEY 3 LOCATIONS ON THE EXISTING CONCRETE OF T/W G

AND 3 LOCATION ON THE EXISTING CONCRETE OF THE HCP. SURVEY AND

MONITOR POTENTIAL SETTLEMENT OF THESE POINTS THROUGHOUT

CONSTRUCTION OF EMBANKMENT FILL AND SURCHARGE MATERIAL.

NOTIFY CONTRACTING OFFICER IMMEDIATELY OF ANY SETTLEMENT OR

MOVEMENT OF SURVEYED LOCATIONS.

60' 120'0

CG305

LIMIT OF TREE

CLEARING

PROPOSED SETTLEMENT

PLATE LOCATIONS (TYP)

(SEE DETAILS ON CG303)

SEE NOTE 2

WETLAND DISTURBANCE LIMITS

SURCHARGE LIMITS - LIMITS OF FILL

UP AT A 3:1 SLOPE TO 5FT ABOVE

FINAL PAVEMENT GRADE. SEE GC102

AND GRADING PLANS.

SP#11

SP#10

SP#8

SP#1

SP#2

SP#3

SP#5

SP#7

SP#4

SP#6

SP#9

SP#12

SEE NOTE 5.

(TYP 6)

SEE NOTE 5.

(TYP 6)

T/W G

HCP

SETTLEMENT ACTION:

· 0 TO 1/2" DO NOTHING

· 1/2" TO 1" STOP ADDING SURCHARGE MATERIAL

· 1" OR MORE REMOVE SURCHARGE MATERIAL IMMEDIATELY. NOTIFY

CONTRACTING OFFICER. PROVIDE REPAIR PLAN FOR DAMAGED AIRFIELD

PAVEMENTS.

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AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

WOODED MARSH AREA

AutoCAD SHX Text

FIR 7191 CONTROL POINT N: 530212.44 E: 1277548.44 EL= 29.46 (NAVD88)

AutoCAD SHX Text

FAC IN CONCRETE STAMPED E1-58J N: 529872.87 E: 1276990.64 EL= 29.46 (NAVD88)

AutoCAD SHX Text W

15.0

20.0

25.0

30.0

35.0

40.0

15.0

20.0

25.0

30.0

35.0

40.0

-0+250+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

11+00

12+00

FINAL CONSTRUCTION ELEVATION

PAVEMENT SECTION

SEE NOTE 6

INITIAL FILL (15"-20")

SEE NOTE 4

CONSTRUCTION BERM

ELEV: 30.00'

SEE NOTE 11 & 12

STRUCTURAL FILL

SEE NOTE 5

GEOGRID (2 LAYERS):

ONE AT EXISTING GRADE

SECOND AT THE TOP OF THE FIRST INITIAL FILL LAYER

SEE NOTE 3

INITIAL FILL (15" MIN)

SEE NOTE 4

X X

25.00'

25.00' 31.80'

10%

VARIES

10%

43.20' 30.00'

6" TOPSOIL

OVER GEOGRID

125.00'

PHASE 4A

HCP T/L ℄

SURCHARGE LIMITS

REMOVE TOPSOIL/GRUB

EXISTING SLOPE

AIRFIELD FENCE

15.0

20.0

25.0

30.0

35.0

40.0

15.0

20.0

25.0

30.0

35.0

40.0

-0+250+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+0010+25

FINAL CONSTRUCTION ELEVATION

PAVEMENT SECTION

SEE NOTE 6

PAVEMENT

SECTION

INITIAL FILL (15"-20")

SEE NOTE 4

CONSTRUCTION BERM

ELEV: 30.00'

SEE NOTE 11 & 12

STRUCTURAL FILL

SEE NOTE 5

GEOGRID (2 LAYERS):

ONE AT EXISTING GRADE

SECOND AT THE TOP OF THE FIRST INITIAL FILL LAYER

SEE NOTE 3

INITIAL FILL (15" MIN)

SEE NOTE 4

10%

25.00' 25.00'

X X

SURCHARGE LIMITS

125.00'

PHASE 4B

T/W G ℄

AIRFIELD FENCE

REMOVE TOPSOIL/GRUB

EXISTING SLOPE

Z:\CLIENTS\ANF\USCOE\SAM\115862_NORTH-CAPA\DESIGN\CIVIL\SHEETS\115862_CG305.DWG 8/10/2021 9:49 AM CFRANZEN

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M I T

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IDENTIFICATION

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60' 120'00 5' 10'

HORZ:VERT:

60' 120'00 5' 10'

HORZ:VERT:

EMBANKMENT CONSTRUCTION NOTES:

1. REFER TO SECTION 31 00 00 OF THE SPECIFICATIONS FOR FILL

MATERIAL AND COMPACTION REQUIREMENTS. SEE THE

CONSTRUCTION SEQUENCE NOTES ON GC007.

2. INSTRUMENTATION (I.E. PIEZOMETER, INCLINOMETER,

SETTLEMENT PLATES) SHALL BE INSTALLED PER

SPECIFICATION SECTION 31 00 00 EARTHWORK AND PER THE

MANUFACTOR'S RECOMMENDATION.

3. INITIAL BIAXIAL GEO-GRID LAYER SHALL BE PLACED AT

MINIMUM OF 15 INCHES ABOVE EXISTING GRADE. GEO-GRID

SHOULD EXTEND 4 FEET OUTSIDE SLOPED EMBANKMENT.

FIRST LAYER OF INITIAL FILL MATERIAL WILL VARY WITH

LOCATION. REGARDLESS OF THE LOCATION, FINAL ELEVATION

OF THE FIRST LAYER OF INITIAL FILL SHOULD EXTEND TO

ALLOW FOR LEVEL WORKING SURFACE FOR PLACEMENT OF

GEO-GRID.

4. INITIAL FILL: SHALL BE PLACED AFTER CLEARING AND

INSTALLATION OF FIRST LAYER OF GEOGRID. ONE 15-20 INCH

LAYER PER SPECIFICATION 31 00 00, THEN ANOTHER GEOGRID,

THEN SECOND LAYER OF 15" PER SPECIFICATION 31 00 00.

REFER TO SPECIFICATIONS FOR REQUIREMENTS. IF USING #57

STONE FOR INITIAL FILL MATERIAL THEN A FILTER FABRIC

SEPARATION LAYER IS REQUIRED WRAPPED BELOW AND

ABOVE THE STONE MATERIAL.

5. STRUCTURAL FILL/SATISFACTORY FILL: 12 INCH LIFT

THICKNESS MAXIMUM ABOVE ELEVATION 26.0 FEET, REFER TO

SPECIFICATIONS FOR REQUIREMENTS.

6. SUBGRADE FILL: MINIMUM 24 INCH LAYER AND MAXIMUM 8 INCH

LOOSE LIFTS PLACEMENT, REFER TO SPECIFICATIONS

SECTION 31 00 00 EARTHWORK FOR REQUIREMENTS (100

PERCENT COMPACTION).

7. TOP OF SUBGRADE FILL: EMBANKMENT SURFACE ELEVATION

SHALL BE CONSTRUCTED TO THE BOTTOM OF THE PAVEMENT

SECTION AS INDICATED ON CS501.

8. SOIL BORING LOGS AND LABORATORY DATA CAN BE FOUND IN

APPENDIX TO THE SPECIFICATIONS.

9. REFER TO SECTION 31 00 00 FOR STORMWATER POND

SUBGRADE COMPACTION REQUIREMENTS.

10. INSTALL SETTLEMENT PLATES THROUGHOUT LIMITS OF

EMBANKMENT FILL MATERIAL AS RECOMMENDED BY

GEOTECHNICAL ENGINEER. SEE CG301 FOR CONCEPT

LAYOUT.

11. CONSTRUCTION BERM IS INTENDED TO PROVIDE LATERAL

SUPPORT FOR FILL MATERIAL, TO FILTER WATER ORIGINATING

WITHIN THE CONSTRUCTION SITE PRIOR TO DISCHARGING

INTO THE WETLANDS, AND TO HELP CONTAIN MUD WAVE

WHICH MAY BE GENERATED DURING THE CONSTRUCTION

FILLING BENEATH THE PROJECT SITE.

12. CONSTRUCTION BERM MAY BE USED AS CONSTRUCTION

ACCESS ROAD. THE CONTRACTOR TO INSTALL GEOGRID

REINFORCEMENT IN THE CONSTRUCTED BERM TO ENSURE A

STABLE ROAD (ELEV. 26.00 AND 28.00).

13. CONTRACTING OFFICER AND GOVERNMENT GEOTECHNICAL

ENGINEER TO FIELD VERIFY CONDITIONS OF MULCHED

SUBGRADE PRIOR TO ANY FILL OPERATIONS.

14. BACKFILLING OF THE SITE IS TO BE DONE AS ONE MASS FILL

OPERATION INCLUDING THE SURCHARGE LOAD TO MONITOR

SETTLEMENT. EXCAVATION MATERIAL/MUCK IS NOT TO BE

USED FOR FILL MATERIAL. MATERIAL MAYBE USED FOR

TOPSOIL IF PROPERTIES MEET THE SPECIFICATION

REQUIREMENTS.

15. EXCESS SATISFACTORY OR ORGANIC MATERIAL TO BE TESTED

IN ACCORDANCE WITH SPECIFICATIONS REQUIREMENTS FOR

OFFSITE BORROW MATERIAL PRIOR TO BEING APPROVED FOR

DISPOSAL AT THE EGLIN RANGE BORROW PITS.

16. THE SLOPES OF THE EMBANKMENT AND THE TOP OF THE

SURCHARGE SURFACE SHALL BE SEEDED TEMPORARILY TO

CONTROL EROSION DURING THE SETTLEMENT PERIOD. THE

CONTRACTOR SHALL MOW AND MAINTAIN THE SURFACE

DURING THE SETTLEMENT PERIOD.

SECTION C1

SCALE: AS INDICATED

SECTION A1

SCALE: AS INDICATED

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AMENDMENT NO. 0003

M I T

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IDENTIFICATION

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SYMBOLS - LIGHTING

CONNECTION

CONTINUATION

SEPARABLE CONNECTOR OR CONNECTION

FOR DRAWOUT ASSEMBLIES

FUSED DISCONNECT SWITCH

TRANSFORMER

GROUND

DELTA - WYE TRANSFORMER CONNECTION

DIGITAL METER

TRANSIENT VOLTAGE SURGE SUPPRESSION

VARIABLE FREQUENCY DRIVE

SHUNT TRIP

KILOWATT HOUR METER

VOLTMETER SELECTOR SWITCH

AMMETER SELECTOR SWITCH

VOLTMETER

AMMETER

CIRCUIT BREAKER

SWITCH

DISCONNECT SWITCH

PANELBOARD (PANELBOARD NAMED 'M')

LIGHTNING ARRESTOR

MULTI-FUNCTION DIGITAL UTILITY METER

NEUTRAL CONNECTION TO GROUND

RELAY

CONTACTOR

KWH

SWITCHES

DISCONNECT SWITCH

MOTOR-RATED SWITCH

VFD

SYMBOLS - ONE-LINE DIAGRAM

SYMBOLS - GROUNDING / LIGHTNING

PROTECTION

LPS CONDUIT

AIR TERMINAL

GROUND ROD

GROUND TEST WELL

LIGHTNING PROTECTION CATENARY

BOLTED GROUND CONNECTION

EXOTHERMIC WELDED CONNECTION

SYMBOL MODIFIERS

EP OR EXP

FPD

GFI

POP

PROJ

REF

SFX-#

SW: XX

WPIU

XX" AFF

XX" AFP

ABOVE COUNTER MOUNTING

RECESSED IN CEILING

COFFEE BREWER

COPIER

DISHWASHER

EXPLOSION PROOF

RECESSED IN FLOOR

FLAT PANEL DISPLAY

GARBAGE DISPOSAL

GROUND FAULT CIRCUIT INTERRUPTER

ISOLATED GROUND

MICROWAVE

NIGHT LIGHT

POPCORN MAKER

PRINTER

PROJECTOR

REFRIGERATOR

SMART BOARD

SYSTEMS FURNITURE CONNECTION

SF1 - LARGE WORKSTATION

SF2 - SMALL WORKSTATION

# INDICATES QUANTITY OF

WORKSTATIONS SERVED FROM

CONNECTION

SHREDDER

CONTROLLED BY SWITCH LABELED "XX"

TELEVISION

VENDING MACHINE

WALL-MOUNTED CLOCK

WATER COOLER

WEATHERPROOF, WITH GFI

WEATHERPROOF IN USE, WITH GFI

MOUNT XX" AFF

MOUNT XX" AFP

SYMBOLS - POWER

EQUIPMENT

LP11

MFM

LEGEND NOTES

TVSS

UNDERGROUND ELECTRICAL (EXISTING)

PAD MOUNTED TRANSFORMER

SYMBOLS - SITE

1. SYMBOLS ORIENTATION DOES NOT IMPLY DEVICE OR

EQUIPMENT ORIENTATION UNLESS NOTED AS SUCH.

2. SEE REFLECTED CEILING PLANS FOR LIGHT FIXTURE

POSITIONS AND ORIENTATIONS.

3. SYMBOL SIZE DOES NOT IMPLY EQUIPMENT SIZE, UON.

4. MOUNTING HEIGHT INDICATED IN LEGEND AND ON THE

DRAWINGS SHALL BE THE DISTANCE MEASURED FROM

THE CENTER OF THE DEVICE TO THE FINISHED FLOOR.

5. NOT ALL SYMBOLS ON THIS SHEET ARE USED AS PART

OF THIS PROJECT.

· ELECTRICAL EQUIPMENT INCLUDING, BUT NOT

LIMITED TO, TRANSFORMERS, SWITCHBOARDS AND

PANELBOARDS ARE DRAWN TO SCALE IN THE

PLANS AND ARE CALLED OUT WITH A UNIQUE

IDENTIFIER.

EQUIPMENT IDENTIFIER

GROUNDING COUNTERPOISE/CONDUCTOR

· BURIED, BARE CABLE (EXTERIOR)

· COPPER, #4/0 AWG MINIMUM, UON

GROUND BAR

MGB, TMGB, TGB = TELECOM GROUNDING

MPG = LAB MULTIPOINT GROUND (AND STATIC)

TWO WAY 5" UNDERGROUND PRIMARY ELECTRICAL

DUCTBANK (CONCRETE ENCASED)

UNDERGROUND SECONDARY ELECTRICAL

DUCTBANK (CONCRETE ENCASED)

SINGLE WAY 4" UNDERGROUND

COMMUNICATIONS DUCTBANK

(CONCRETE ENCASED)

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EU EU EU

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M I T

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ELECTRICAL NEW WORK

SCALE: 1" = 40'

M A

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MATCHLINE - SEE SHEET ES103 FOR CONTINUATION

PROVIDE LOAD BREAK FEED-THRU

BUSHING AND CONNECT NEW PRIMARY

CONDUCTOR AT EXISTING TRANSFORMER.

PULL NEW POWER AND CONTROL CABLES

FROM LIFT STATION WET WELL TO NEW

CENTRAL PANEL LOCATION. PULL AND CAP

NEW CABLES PRIOR TO RELOCATION OF

LIFT STATION CONTROL

PANEL.COORDINATE WITH BASE ON

RELOCATE AND FINAL CONNECTION OF

LIFT STATION CENTRAL PANEL WITHIN

TIMEFRAME DESIGNATED BY BASE.

AREA TO BE LIT BY HIGH MAST LIGHTING IS

BOUNDED BY DASHED LINE.

KEYED NOTES:

KEY PLAN

NOT TO SCALE

SCALE IN FEET

40'20' 80'

HAMS PAD

AIRCRAFT RATED HANDHOLE

(TYP OF 2 FOR LIFT STATION CABLING)

RELOCATED LIFT STATION

PUMP CONTROL PANEL

NEW SERVICE

TRANSFORMER

NEW 2-5" PRIMARY

DUCTBANK

EXISTING HAMS

SUPPORT BLDG

EXISTING 25KVA

TRANSFORMER

(INSTALLED BY CAPA

SOUTH PROJECT)

EXISTING PRIMARY

3-2"C FOR LIFT STATION

POWER AND CONTROLS

HIGHMAST

LIGHT

POLE

HIGHMAST

LIGHT

POLE

AREA "A" AREA "B"

AREA "C" AREA "D"

PANEL LP1

AIRCRAFT RATED HANDHOLE

(TYP OF 3 FOR HIGH MAST POWER)

ES501

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ELECTRICAL NEW WORK

SCALE: 1" = 40'

M A

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H L I N

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U A

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KEY PLAN

NOT TO SCALE

SCALE IN FEET

40'20' 80'

HIGHMAST

LIGHT

POLE (TYP)

AREA "A" AREA "B"

AREA "C" AREA "D"

AIRCRAFT RATED

HANDHOLE (TYP OF 3

FOR HIGH MAST POWER)

AREA TO BE LIT BY HIGH MAST LIGHTING

IS BOUNDED BY DASHED LINE.

KEYED NOTES:

MATCHLINE - SEE SHEET ES104 FOR CONTINUATION

N D

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RESTRICTED AREA

AC-130J

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ELECTRICAL NEW WORK

SCALE: 1" = 40'

MATCHLINE - SEE SHEET ES101 FOR CONTINUATION

INTERCEPT EXISTING 3-2" AND INSTALL AIRCRAFT

RATED HANDHOLE.

PULL NEW POWER AND CONTROL CABLES FROM

LIFT STATION WET WELL TO NEW CONTROL

PANEL LOCATIONS.

AREA TO BE LIT BY HIGH MAST LIGHTING IS

BOUNDED BY DASHED LINE.

KEYED NOTES:

KEY PLAN

NOT TO SCALE

SCALE IN FEET

40'20' 80'

EXISTING LIFT STATION

WET WELL

NEW AIRCRAFT RATED HANDHOLE

(TYP OF 2 FOR LIFT STATION CABLING)

3-2"C FOR LIFT STATION

POWER AND CONTROLS

EXISTING 3-2" XLPE

DUCTS

AREA "A" AREA "B"

AREA "C" AREA "D"

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M I T

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IDENTIFICATION

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TYPICAL TWO-WAY CONCRETE ENCASED DUCTBANK

SCALE: NTS

TOP OF PAVEMENT SUBGRADE OR GRADE

NOTES:

SELECT BACKFILL

WARNING TAPE,

6" BELOW GRADE

PVC CONDUIT SIZE

AS INDICATED

ELECTRICAL CONDUCTORS SHALL

BE LOCATED IN DUCTS AS SHOWN.

CONDUCTOR SIZE AS INDICATED.

3000 PSI CONCRETE

GREENLEE MULTIPLEX

POLYESTER ROPE OR

EQUIVALENT

I N

3" 3"

1. USE PLASTIC CONDUIT SPACERS

AT 5'-0" OC.

L3 1/2 X 3 1/2 X 1/4

ST3 X 6.25

L7 X 4 X 3/8 X 9" LONG

SUMP

SLOPE FL. TO

IRON

7/8"Ø PULLING-IN

1'-0"

L 6 X 3 1/2 X 5/16

1/4"

6" X 3/8" X 4'-6" PL

PAVING

10"

E.F. SIDES & BOTTOM

#4 @ 12" E.W. &

SECTION A-A

1'-0"

10"

L7 X 4 X 3/8 X 9" LONG

W8 X 40 REMOVABLE

SECTION B-B

1'-0"X1'-0"X6"

SUMP

& CLAMP

GROUND ROD

BOTTOM

E.F. SIDES &

#4 AT 12" E.W.

ANCHOR @ 1'-6" O.C.

1 1/4" X 1/8"

PAVING OR GRADE

1/2" P.E.J. ALL AROUND

SECTION C-C

3/16

ST 3 X 6.25

L 3 1/2X3 1/2X1/4

ANCHOR @ 1'-6"

1 1/4" X 1/8

1/2"Ø STEEL ROD

6"6"

THE PROJECT DRAWING

TO BE AS INDICATED ON

DUCT ENTRANCE. LOCATION

A A

3" X 3/8" X 8" PL

REMOVABLE W 8 X 40

SUMP

AT 6" O.C.

1/2" Ø PLUG WELD

3" X 3/8" X 4'-6" PL

& COVER

HINGE-WELDED TO FRAME

AT 6" O.C.

1/2" Ø PLUG WELD

PLAN

DIMENSIONSHANDHOLE

TYPE

3'-0"

(SEE NOTE 4)

#4 @ 12"

E.W. & E.F.

1/2" PL

VARIES

NOTE: STIFFENERS SHOWN

TYP. BOTH SIDES

TYPE 3, 1'-1"

TYPE 4, 1'-7"

O.C.

WATERSTOP AT ALL

CONSTR. JTS. (TYP.)

NOTES:

1. ENTRANCE OF DUCTS INTO HANDHOLE MAY

BE MADE ON SIDE FACES OR CORNERS AS

REQUIRED.

2. HANDHOLE AND COVER MUST BE

DESIGNED FOR MAXIMUM SINGLE WHEEL

LOAD OF 50,000 LB OR DUAL WHEEL LOAD

OF 90,000 LB.

3. COVER SHALL BE MADE OF STRUCTURAL

STEEL CONFORMING TO ASTM A 36/A 36M.

4. MINIMUM COMPRESSIVE STRENGTH OF

CONCRETE SHALL BE 3000 PSI.

STANDARD HANDHOLE (TRAFFIC/AIRFIELD)

SCALE: NTS

COMMUNICATIONS

OR ELECTRICAL

TOP OF PAVEMENT SUBGRADE OR GRADE

NOTES:

SELECT BACKFILL

WARNING TAPE,

6" BELOW GRADE

PVC CONDUIT SIZE

AS INDICATED

ELECTRICAL CONDUCTORS SHALL

BE LOCATED IN DUCTS AS SHOWN.

CONDUCTOR SIZE AS INDICATED.

3000 PSI CONCRETE

GREENLEE MULTIPLEX

POLYESTER ROPE OR

EQUIVALENT

I N

3" 3"

1. USE PLASTIC CONDUIT SPACERS

AT 5'-0" OC.

TYPICAL SINGLE-WAY CONCRETE ENCASED DUCTBANK

SCALE: NTS

TYPICAL 3-WAY CONCRETE ENCASED DUCTBANK

SCALE: NTS

TOP OF PAVEMENT SUBGRADE OR GRADE

NOTES:

SELECT BACKFILL

WARNING TAPE,

6" BELOW GRADE

PVC CONDUIT SIZE

AS INDICATED

ELECTRICAL CONDUCTORS SHALL

BE LOCATED IN DUCTS AS SHOWN.

CONDUCTOR SIZE AS INDICATED.

3000 PSI CONCRETE

GREENLEE MULTIPLEX

POLYESTER ROPE OR

EQUIVALENT

I N

3" 3"

1. USE PLASTIC CONDUIT SPACERS

AT 5'-0" OC.

N D

M E

\\BMCD\DFS\CLIENTS\ANF\USCOE\SAM\115862_NORTH-CAPA\DESIGN\ELEC\SHEETS\115862_ES502.DWG 8/10/2021 10:45 AM RPTANNEHILL

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US Army Corps of Engineers ®

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AMENDMENT NO. 0003

M I T

T A

SHEET

IDENTIFICATION

M E

HIGH MAST POLE AND FIXTURE RACK NOTES:

G R

E E

G N

GND

1/P 2/W 30A NEMA TWISTLOCK PLUG

1/P 2/W 30A NEMA TWISTLOCK CONNECTOR

1 2

5 6 7 8

LUMINAIRE Y-AIM ANGLE

1,2,3,4 70°

AIMING TABLE

5,6,7,8 65°

LUMINAIRE Z-AIM ANGLE

1,5 30°

AIMING TABLE

2,6 10°

3,7 -10°

4,8 -30°

180°

0°

SECTION A

TYPICAL HIGH MAST POLE DETAIL

SCALE: NTS

POLE ELEVATION LOOKING PLAN SOUTH

SCALE: NTS

TYPICAL LIGHT FIXTURE DIAGRAM

SCALE: NTS

ENCLOSED 30A CIRCUIT

BREAKER/DISCONNECT

FOUNDATION, REFER TO

DETAIL A4 ON DRAWING CS504

ACCESS DOOR TO

WIRING

MAINTENANCE PLATFORM,

10' BELOW RACK ASSEMBLY,

MAXIMUM 70' AFG TO

PLATFORM LANDING

GALVANIZED STEEL

SECTIONAL HIGH MAST

POLE, 80' ABOVE

FINISHED GRADE (AFG TO

TOP OF POLE FIXTURE

RACK ASSEMLY)

FIXTURE RACK SHALL

INCORPORATE A

WORK PLATFORM ON

THE BACK SIDE (NOT

SHOWN FOR CLARITY)

1. HIGH MAST POLE SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. ANCHOR BOLTS

SHALL BE SUPPLIED BY THE POLE MANUFACTURER AND SHALL BE INSTALLED AND TORQUED PER

MANUFACTURER DIRECTION.

2. POLE INPUT CIRCUIT BREAKER SHALL BE LOCATED IN THE BASE OF THE POLE AND ACCESSIBLE FROM

THE HANDHOLE. BREAKER SHALL HAVE GFCI FUNCTION.

3. BOND POLE TO GROUND ROD AND FEEDER EQUIPMENT GROUNDING CONDUCTOR PER

MANUFACTURERS DIRECTION.

4. HIGH MAST POLE AND RACK DETAILS ARE TYPICAL. CONTRACTOR SHALL COORDINATE WITH

MANUFACTURER FOR FINAL CONFIGURATION AND INSTALLATION REQUIREMENTS.

5. CONTRACTOR SHALL PERFORM LIGHTING CALCULATIONS UTILIZING THE PHOTOMETRIC

CHARACTERISTICS OF THE FIXTURE SELECTED BY THE CONTRACTOR. THE DESIGN CRITERIA IS AS

FOLLOWS (PER UFC 3-535-01):

MINIMUM ILLUMINATION (FOOTCANDLES): 0.5FC

AVERAGE TO MINIMUM UNIFORMITY: NOT MORE THAN 4:1(IN 100' BANDS)

6. AREA TO BE LIT IS INDICATED ON SITE PLAN ES101 THROUGH ES104.

7. FLOOD LIGHTING FIXTURE SHALL BE MINIMUM 65,000 LM, 4000K, 240V WITH A MEDIUM ASYMMETRIC

DISTRIBUTION. FIXTURE SELECTED BY THE CONTRACTOR SHALL BE DESIGNED FOR USE IN AIRFIELD

APPLICATIONS OR "SPORTS LIGHTERS" AND SHALL INCLUDE GLARE CONTROL LOUVERS AND SHIELDS.

8. LIGHTING CALCULATIONS REQUIRED BY NOTE 5 SHALL BE SEALED BY A LICENSED PROFESSIONAL

ELECTRICAL ENGINEER (REGISTERED IN THE UNITED STATES). LIGHTING CALCULATIONS SHALL

COMPLY WITH THE REQUIREMENTS OF UFC 3-535-01 AND SHALL INCLUDE:

a. POINT-BY-PONT SHOWING ENTIRE APRON HAS MINIMUM ILLUMINATION INDICATED.

b. LIGHT FIXTURE AIMING DETAILS INDICATING HORIZONTAL AND VERTICAL AIMING ANGLE.

c. LIGHT…

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File details come from the government source that posted it. Updated Aug 12, 2021.