A02_SXHT 24-9000 Drawings.pdf
PDF 48 MB Posted
- Solicitation number
- FA252125B0007
About this file
This document is a set of architectural and engineering design drawings for a 2,000 square foot addition to Building 9678 at Patrick Air Force Base in Florida. The project involves constructing a new facility with multiple rooms including an open office, classroom, conference room, and munitions control room. The design includes mechanical, electrical, fire protection, and structural systems integrated into the existing building, with careful attention to matching the architectural style and materials of the original structure.
Key technical details include a concrete slab foundation, split-face CMU walls with stucco finish, standing seam metal roof, and HVAC systems featuring fan coil units with chilled water cooling and electric heating. The project is classified as a Service-Disabled Veteran-Owned Small Business (SDVOSB) set-aside with an estimated value between $1-5 million. The solicitation is being managed by the Department of the Air Force Space Command, with bids due on 8 July 2025. Critical dates include a site visit on 17 June 2025 and questions due by 23 June 2025.
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NOTE:
HALFTONED (GRAY) TEXT OR GRAPHICS INDICATES EXISTING
OR WORK COMPLETED IN THE PRIOR PHASE.
INFORMATION OUTSIDE OF LARGE DASHED LINES
IS "FOR INFORMATION ONLY," AS ARE SHEETS MARKED "FOR
INFORMATION ONLY" OR SHEETS WITH NO DASHED LINE AREAS.
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119227-G-001
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G-001
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US Army Corps of Engineers ®
9400 WARD PARKWAY
KANSAS CITY, MO 64114
ISSUE DATE:
PATRICK AIR FORCE BASE
ADDITION TO BUILDING 9678 FACILITY
ISSUED FOR CONSTRUCTION
SEPTEMBER 6, 2024
Louisville District
VOLUME 1 OF 1
BREVARD COUNTY, FL
P2#: 479445
PROJECT #: SXHT-171208
CONTRACTORS ARE FREE TO USE ANY PRODUCT WHICH MEETS THE
GOVERNMENT'S MINIMUM REQUIREMENTS AND NOT IN CONFLICT WITH
OTHER CONTRACT PROVISIONS. UNLESS INDICATED OTHERWISE ON
THE PLANS OR SPECIFICATIONS (E.G. SOLE-SOURCE), ALL LISTED
MANUFACTURERS ARE THE BASIS OF DESIGN. FOR THESE BASIS OF
DESIGN PRODUCTS, OTHER MANUFACTURERS MAY BE SUBSTITUTED
AS LONG AS THE STANDARD OF QUALITY AND CHARACTERISTICS OF
THE SUBSTITUTED MANUFACTURER MEET OR EXCEED THE STANDARD
OF QUALITY AND CHARACTERISTICS OF THE BASIS OF DESIGN.
PROJECT GENERAL NOTE:
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119227-G-002
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G-002
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STRUCTURAL
SHEET NO. DESCRIPTION
S-001 GENERAL NOTES - SHEET 1
S-002 GENERAL NOTES - SHEET 2
S-003 LEGEND & ABBREVATION
S-004 WIND ISO DIAGRAM
S-100 ELEVATIONS PLAN
S-201 CMU ELEVATIONS
S-301 SCREEN WALL DETAILS
S-501 TYPICAL MASONRY DETAILS
ARCHITECTURAL
SHEET NO. DESCRIPTION
AG001 ARCHITECTURAL LEGEND AND ABBREVIATIONS
AG002 ARCHITECTURAL GENERAL NOTES
AD010 OVERALL DEMOLITION PLAN
F-001 LIFE SAFETY CODE AND CRITERIA
F-010 LIFE SAFETY FLOOR PLAN
A-001 AIR BARRIER ENCLOSURE PLAN & SECTION
A-010 OVERALL FLOOR PLAN
A-021 OVERALL ROOF PLAN
A-101 ENLARGED FLOOR PLAN - AREA A
A-102 ENLARGED REFLECTED CEILING PLAN - AREA A
A-201 EXTERIOR BUILDING ELEVATIONS
A-301 BUILDING SECTIONS
A-311 WALL SECTIONS
A-351 SECTION DETAILS
A-450 ENLARGED MECH SCREEN WALL PLANS, ELEVATIONS, AND DETAILS
A-451 PLAN DETAILS
A-501 PARTITION TYPES
A-511 PARTITION TYPE DETAILS
A-521 PENETRATION DETAILS
A-551 MISCELLANEOUS DETAILS
A-561 CEILING & ROOF DETAILS
A-601 DOOR SCHEDULE AND ROOM FINISH SCHEDULE
A-621 DOOR DETAILS AND HARDWARE SETS
A-651 WINDOW SCHEDULE AND TYPES & LOUVER SCHEDULE AND TYPES
I-010 ENLARGED FURNITURE PLAN
FIRE PROTECTION
SHEET NO. DESCRIPTION
FA001 FIRE ALARM NOTES, LEGEND AND ABBREVIATIONS
FA101 FIRE ALARM AND MASS NOTIFICATION PLAN
FX001 FIRE SUPPRESSION NOTES, LEGEND AND ABBREVIATIONS
FX101 FIRE SUPPRESSION PLAN
MECHANICAL
SHEET NO. DESCRIPTION
M-001 MECHANICAL GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS
MD101 MECHANICAL DEMOLITION PLAN - AREA A
MD102 MECHANICAL DEMOLITION PLAN - AREA B
MD103 MECHANICAL DEMOLITION PLAN - EXISTING MECH RM
M-100 MECHANICAL HVAC PLAN - OVERALL
M-101 MECHANICAL HVAC PLAN - AREA A
M-102 MECHANICAL HVAC PLAN - AREA B
M-110 MECHANICAL PIPING PLAN - OVERALL
M-111 MECHANICAL PIPING PLAN - AREA A
M-112 MECHANICAL PIPING PLAN - AREA B
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-503 MECHANICAL DETAILS
M-601 MECHANICAL SCHEDULES
M-701 MECHANICAL CHILLED WATER FLOW DIAGRAM
M-800 MECHANICAL CONTROLS - LEGEND
M-801 MECHANICAL CONTROLS
M-802 MECHANICAL CONTROLS
ELECTRICAL
SHEET NO. DESCRIPTION
E-001 ELECTRICAL LEGEND
E-002 ELECTRICAL GENERAL NOTES
E-101 OVERALL ELECTRICAL FLOOR PLAN
ED101 ELECTRICAL DEMOLITION
EG101 GROUNDING & LIGHTNING PROTECTION PLAN
EG501 GROUNDING AND LIGHTNING PROTECTION DETAILS
EL101 LIGHTING PLAN
EL501 LIGHTING DETAILS
EL601 LIGHTING FIXTURE AND CONTROL SCHEDULE
EP101 POWER PLAN AREA A
EP102 POWER PLAN AREA B
EP501 POWER DETAILS
EP601 PANELBOARD SCHEDULES
EP701 ELECTRICAL ONE-LINE DIAGRAM
ES101 ELECTRICAL SITE PLAN
ES501 ELECTRICAL SITE DETAILS
ES502 ELECTRICAL SITE DETAILS
GENERAL
SHEET NO. DESCRIPTION
G-001 COVER
G-002 SHEET INDEX
TELECOMMUNICATIONS
SHEET NO. DESCRIPTION
T-001 TELECOMMUNICATIONS LEGEND AND GENERAL NOTES
T-101 TELECOMMUNICATIONS PLAN
T-501 TELECOMMUNICATIONS DETAILS
T-502 TELECOMMUNICATIONS DETAILS
CIVIL SHEET INDEX
SHEET NO. SHEET TITLE
GC001 CIVIL LEGEND & ABBREVIATIONS
GC002 CIVIL GENERAL NOTES
GC003 LOCATION PLAN & VICINITY MAP
GC004 GENERAL ACCESS & SAFETY NOTES
GC005 ACCESS AND LAYDOWN PLAN
GC006 PART 77 NAVIGABLE AIRSPACE SITE PLAN
GC100 OVERALL CIVIL PLAN
GC501 ACCESS & SAFETY DETAILS
CD101 EXISTING CONDTIONS AND SITE DEMOLITION PLAN
CE101 ES&PC AND LANDSCAPING PLAN
CE501 ES&PC DETAILS - 1
CE502 ES&PC DETAILS - 2
CS101 CIVIL SITE PLAN
CS102 CIVIL SITE STAKING PLAN
CS110 ATFP SITE PLAN
CS120 CODE COMPLIANCE SITE PLAN
CS501 CIVIL DETAILS - 1
CS502 CIVIL DETAILS - 2
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AC ADVISORY CIRCULAR
ADA AMERICANS WITH DISABILITIES ACT
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
BCE BASE CIVIL ENGINEERING
BLDG BUILDING
BM BENCHMARK
BO BOLLARD
C-C CENTER TO CENTER
CFS CUBIC FEET PER SECOND
CLR CLEARANCE
COE CORPS OF ENGINEERS
CONC CONCRETE
CO CLEAN OUT
COR CONTRACTING OFFICER'S REPRESENTATIVE
DIAM DIAMETER
DIP DUCTILE IRON PIPE
EH ELECTRIC HANDHOLE
ELEV ELEVATION
EM ELECTRIC MANHOLE
EW END WALL
FAA FEDERAL AVIATION ADMINISTRATION
FFE FINISH FLOOR ELEVATION
FH FIRE HYDRANT
FLDOT FLORIDA DEPARTMENT OF TRANSPORTATION
FOD FOREIGN OBJECT DEBRIS/DAMAGE
FT FOOT
GAB GRADED AGGREGATE BASE
GALV GALVANIZED
HYD HYDRANT
IN INCH
INV INVERT
IW INDUSTRIAL WASTE
JB JUNCTION BOX
LBR LIMEROCK BEARING RATIO
LOS LIMITS OF SURVEY
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES
NAVAID NAVIGATIONAL AID
NAVD NORTH AMERICAN VERTICAL DATUM
NOTAMS NOTICES TO AIRMEN
OC ON CENTER
OD OUTSIDE DIAMETER
OFA OBJECT FREE AREA
OSHA OCCUPATIONAL SAFETY &
HEALTH ADMINISTRATION
PCC PORTLAND CEMENT CONCRETE
PSI POUNDS PER SQUARE INCH
PVC POLYVINYL CHLORIDE
R RADIUS
RCP REINFORCED CONCRETE PIPE
REINF REINFORCED
REQ'D REQUIRED
SPEC SPECIFICATION
SS SANITARY SEWER
ST STORM SEWER
SWPPP STORM WATER POLLUTION PREVENTION PLAN
TYP TYPICAL
UFC UNIFIED FACILITIES CRITERIA
UNO UNLESS NOTED OTHERWISE
USACE UNITED STATES ARMY CORPS OF ENGINEERS
USAF UNITED STATES AIR FORCE
WV WATER VALVE
WWF WELDED WIRE FABRIC
ABBREVIATIONS DESCRIPTION
NEW WORK LEGEND ABBREVIATIONS
EXISTING DESCRIPTION
SURVEY LEGEND
SANITARY SEWER
STORM WATER SEWER
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
GAS LINE
WATER MAIN
SS
E
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FO
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W
UNDERGROUND FIBER OPTIC
X
DISCIPLINE DESIGNATOR
LETTER INDICATES SECTION
DRAWING NUMBER
WHERE SECTION IS
DETAILED
STRUCTURAL
LAYOUT POINT
STRUCTURAL
LAYOUT POINT
STRUCTURAL
LAYOUT POINT
DRAWING NUMBER WHERE
DETAIL IS LOCATED
NUMBER INDICATES DETAIL
DISCIPLINE DESIGNATOR
SECTION IDENTIFICATION
SECTION AND DETAIL IDENTIFICATION
STRUCTURAL LAYOUT POINT
PROPOSED DESCRIPTION
STABILIZED SUBGRADE
(IN SECTION VIEW)
CONCRETE
(IN SECTION VIEW)
EXISTING SUBGRADE
(IN SECTION VIEW)
LOS
LOC
W
LIMITS OF CONSTRUCTION
UNDERGROUND WATER MAIN
FENCE
LIMITS OF SURVEY
WATER VALVE
FIRE HYDRANT
ELECTRIC MANHOLE
CLEANOUT
ELECTRIC MANHOLE
COMMUNICATION MANHOLE
DRAINAGE OUTLET
LIGHT POLE
ELECTRIC HANDHOLE
STORM INLET
SANITARY SEWER MANHOLE
C O
EXISTING CONTOUR5
GUY WIRE
BOLLARD
UTILITY POLE
BUILDING
SIGN
SPOT ELEVATION
EDGE LIGHT
5 PROPOSED CONTOUR
PROPOSED DESCRIPTION
5.37
SPOT ELEVATION
ANTI-TERRORISM/FORCE PROTECTION 33' UNOBSTRUCTED SPACES/O
CONCRETE SIDEWALK
(IN PLAN VIEW)
SURVEY CONTROL POINT
3.
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PROPOSED BUILDING
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LOD LIMITS OF DISTURBANCE
STATE OF
NO. 85724
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GENERAL NOTES:
1. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN US SURVEY
FEET UNLESS INDICATED.
2. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.
3. CALLOUTS, COORDINATES, ELEVATIONS, AND DIMENSIONS ARE
POINTED TO OR MEASURED TO STRUCTURE CENTER, EDGE OF
PAVEMENT, BACK OF CURB, OR OUTSIDE FACE OF FOUNDATION
WALL, UNLESS INDICATED OTHERWISE.
4. COORDINATES SHOWN LOCATING SITE FEATURES ARE EXPRESSED
IN MODIFIED GROUND COORDINATES. SEE SURVEY NOTES THIS
SHEET NOTE 3 FOR HORIZONTAL CONTROL INFORMATION.
5. IF NIGHT WORK IS REQUIRED FROM 1 MAY TO 31 OCTOBER
BETWEEN 2100 TO 0600 HOURS, A LIGHT MANAGEMENT PLAN MUST
BE REVIEWED AND APPROVED THROUGH THE CONTRACTING
OFFICER AND 45 CES ENVIRONMENTAL (45 CES/CEIE) AT LEAST 65
DAYS PRIOR TO NIGHT WORK COMMENCEMENT.
6. 45 CES ENVIRONMENTAL (321-853-6438) SHALL BE CONTACTED AT
LEAST 2 WEEKS PRIOR TO GROUND DISTURBANCE TO CONDUCT A
WILDLIFE SURVEY OF THE ENTIRE CONSTRUCTION SITE AND
LAYDOWN YARD.
EXISTING CONDITION NOTES:
1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS
INDICATED HAVE BEEN OBTAINED FROM EXISTING RECORDS AND
FIELD SURVEYS. UNDERGROUND STRUCTURES AND UTILITIES MAY
BE PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED.
UNDERGROUND UTILITIES LOCATED BY FIELD OBSERVATION, MAPS
FROM BASE PERSONNEL AND OTHER DATA SUPPLIED BY BASE
PERSONNEL. EXACT LOCATION WAS NOT VERIFIED BY ANY MEANS
OTHER THAN STATED ABOVE.
2. THE CONTRACTOR SHALL FIELD-CHECK ALL EXISTING CONDITIONS
AND BE THOROUGHLY FAMILIAR WITH THE SITE BEFORE ANY WORK
COMMENCES. ANY DISCREPANCIES IN THE DRAWINGS SHALL BE
IMMEDIATELY REPORTED TO THE COR BEFORE ANY FURTHER
WORK COMMENCES.
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY
EXISTING STRUCTURES, UTILITIES, AND SURVEY INFORMATION, AND
TO TAKE NECESSARY PRECAUTIONS DURING DEMOLITION AND
CONSTRUCTION. CONTRACTOR SHALL VERIFY EXISTENCE AND
MARK LOCATIONS OF ALL UTILITIES, INCLUDING SERVICE
CONNECTIONS TO UNDERGROUND UTILITIES PRIOR TO BEGINNING
WORK. CONTRACTOR SHALL CONTACT THE COR AND ALL
ASSOCIATED UTILITY COMPANIES AND AGENCIES TO IDENTIFY THE
LOCATION OF UTILITIES. THERE IS NO GUARANTEE, EITHER
EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE AND TYPE OF
MATERIAL OF EXISTING UNDERGROUND UTILITIES INDICATED ARE
REPRESENTATIVE OF THOSE TO BE ENCOUNTERED DURING
CONSTRUCTION.
4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE
COR OF OPERATIONAL PLANS. IN THE EVENT AN UNEXPECTED
UTILITY OR STRUCTURE INTERFERENCE OR CONFLICT IS
ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE COR. ANY UTILITY SERVICES OR
STRUCTURES DISTURBED BY THE CONTRACTOR'S OPERATIONS
SHALL BE RESTORED IMMEDIATELY AT CONTRACTOR'S EXPENSE TO
THE SATISFACTION OF THE COR.
5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT
TO BE DAMAGED DURING DEMOLITION AND CONSTRUCTION. THE
CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED OR
DISTURBED ITEMS AT CONTRACTOR'S EXPENSE TO THE
SATISFACTION OF THE COR.
6. CONTAMINATED SOILS ARE NOT ANTICIPATED TO BE
ENCOUNTERED. CONTRACTOR SHALL PERIODICALLY MONITOR
EXCAVATED SOILS. IF CONTAMINATED MATERIAL IS DISCOVERED,
WORK SHALL BE STOPPED AND THE COR SHALL BE NOTIFIED.
CONTRACTOR SHALL COORDINATE REMOVAL OF CONTAMINATED
MATERIALS WITH THE COR.
SURVEY NOTES:
1. THE SURVEY WAS PERFORMED BY BARNES, FERLAND AND
ASSOCIATES, INC. IN JANUARY 2020.
2. CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO SURVEY
PROJECT IMPROVEMENTS. IF BENCHMARKS SHOWN ARE IN AREAS
THAT REQUIRE DEMOLITION, OTHER BENCHMARKS SHALL BE
ESTABLISHED BEFORE DEMOLITION AND CONSTRUCTION WORK
BEGINS. CONTRACTOR SHALL SUPPLY CERTIFIED, CONTROL POINT
DATA TO THE COR AFTER COMPLETION OF CONSTRUCTION.
3. HORIZONTAL DATUM SHOWN IS BASED ON FLORIDA STATE PLANE
COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF
1983 / 2011 ADJUSTMENT.
4. VERTICAL DATUM SHOWN IS NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVD 88).
GENERAL DEMOLITION NOTES:
1. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY
MATERIALS SHALL BE DISPOSED OF OFF BASE IN ACCORDANCE
WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS.
2. LOCATIONS NOTED FOR DEBRIS REMOVAL MAY CONTAIN ANY OF
THE FOLLOWING MATERIALS: AGGREGATE, CONCRETE, ASPHALT,
MASONRY, FOUNDATIONS, REBAR, FENCE MATERIAL, PIPING, AND
MISCELLANEOUS STRUCTURES. LARGE PIECES OF MATERIAL MAY
NEED TO BE CRUSHED AND/OR BROKEN UP FURTHER IN ORDER TO
BE HAULED AWAY TO THE WASTE DISPOSAL SITE.
3. CONTRACTOR SHALL COORDINATE LIMITS OF SAWCUT AND
PAVEMENT REMOVAL WITH PROPOSED PAVEMENT LAYOUT AND
JOINTING PLAN. PAVEMENT DESIGNATED FOR SAWCUT SHALL BE
SAWCUT FULL DEPTH. EXISTING PAVEMENT EDGES SHALL BE
SAWCUT IN LOCATIONS SHOWN TO PROVIDE CLEAN EDGE FOR
CONSTRUCTION OF PROPOSED PAVEMENT.
4. PAVEMENT REMOVAL LIMITS SHALL BE TO THE NEAREST EXISTING
PAVEMENT JOINT TO THE GREATEST EXTENT POSSIBLE TO
PREVENT PARTIAL PANEL REMOVAL.
5. PAVEMENT REMOVAL SHALL BE FULL DEPTH INCLUDING REMOVAL
OF PAVEMENT AND ANY SUBBASE MATERIAL PRESENT.
6. PAVEMENT REMOVAL DEPTHS ARE APPROXIMATE AND BASED ON
THE CORING DATA PROVIDED.
7. CONTRACTOR SHALL COORDINATE WITH THE COR PRIOR TO
REMOVAL OF EXISTING UTILITIES IN SERVICE. RELOCATED
UTILITIES SHALL BE CONSTRUCTED BEFORE REMOVAL OF EXISTING
UTILITIES TO ENSURE UNINTERRUPTED SERVICE TO THE FACILITIES
SERVED BY THE UTILITY. ALL RELOCATIONS SHALL BE
COORDINATED WITH THE COR.
8. UTILITY CAPPING METHODS SHALL BE IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS FOR SPECIFIC PIPE
MATERIAL IN SERVICE. ALL CAPPING SHALL BE INSPECTED AND
APPROVED BY THE COR.
9. STRUCTURES AND UTILITIES TO BE REMOVED SHALL BE REMOVED
IN ACCORDANCE WITH 02 41 00 AND BACKFILLED IN ACCORDANCE
WITH SPECIFICATION 31 23 00.00 20.
GENERAL SITE NOTES:
1. BUILDING COORDINATES ARE INDICATED TO OR MEASURED AT THE
CENTER OF BUILDING COLUMNS. CONTRACTOR SHALL
COORDINATE BEARINGS OF BUILDING GRID LINES WITH
STRUCTURAL DRAWINGS.
2. CONTRACTOR SHALL COORDINATE BUILDING ENTRANCES,
EGRESSES, WALKWAYS, AND DOORWAY LOCATIONS WITH
ARCHITECTURAL AND STRUCTURAL SHEETS. STOOPS AND
SIDEWALKS ARE CENTERED ON DOORS.
3. SEE MECHANICAL AND ELECTRICAL SHEETS FOR MISCELLANEOUS
SITE EQUIPMENT DETAILS. SEE STRUCTURAL SHEETS FOR
EQUIPMENT PAD DETAILS.
GENERAL UTILITY NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL BUILDING
CONNECTIONS WITH BUILDING CONTRACTOR AND THE
INFORMATION PROVIDED ON MECHANICAL AND ELECTRICAL
SHEETS.
2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING BASE OWNED
UTILITIES IN ADDITION TO THE UTILITIES LOCATED THROUGH THE
811 LOCATER PROGRAM. CONTRACTOR SHALL LOCATE UTILITIES IN
ACCORDANCE WITH THE PRACTICES AND PROCEDURES OUTLINED
IN ASCE 38-02, SUE LEVEL A.
3. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 30 DAYS FOR
ALL REQUIRED UTILITY SHUTDOWNS FOR UTILITY CONNECTIONS
WITH THE COR.
4. SEE SHEET CS501 FOR TYPICAL IMPERVIOUS PIPE TRENCH
SECTION. UTILITY TRENCHES THAT PENETRATE BENEATH THE
BUILDING SHALL BE SEALED TO RESTRICT WATER INTRUSION. AN
IMPERVIOUS CLAY TRENCH PLUG SHALL EXTEND A MINIMUM 5 FEET
BEYOND THE BUILDING FOOTPRINT.
5. THE MINIMUM DEPTH OF COVER FOR UTILITIES SHALL BE AS
FOLLOWS UNLESS INDICATED OTHERWISE:
a. WATER AND FIRE PROTECTION: 36 INCHES
b. ELECTRICAL AND COMMUNICATION: 24 INCHES
c. ALL OTHER UTILITIES: 36 INCHES
7. ANY CHANGES TO PROPOSED UTILITY DESIGN SHALL BE
APPROVED BY THE COR IN WRITING.
WATER UTILITY NOTES:
1. RESTRAINED JOINTS ARE REQUIRED AT ALL TEES, BENDS, OR
ELBOWS OF PRESSURIZED PIPING IN ACCORDANCE WITH THE
DRAWINGS, SPECIFICATIONS, AND MANUFACTURER'S
RECOMMENDATIONS. SEE SHEET CS502 FOR TYPICAL MECHANICAL
THRUST RESTRAINT.
2. WATER LINES SHALL BE INSTALLED A MINIMUM OF 3.00 FEET BEHIND
THE EDGE OF PAVEMENT OR FACE OF CURB UNLESS INDICATED
OTHERWISE. SEE SPECIFICATIONS FOR ADDITIONAL CLEARANCE
REQUIREMENTS FOR WATER PIPING.
UTILITY STRUCTURE NOTES:
1. ALL LANDSIDE UTILITY STRUCTURES ARE TO BE H-20 RATED.
2. IF A MANHOLE IS LOCATED IN PAVEMENT AREAS, RIM ELEVATION
SHALL BE FLUSH WITH FINAL GRADE. IN NON-PAVED AREAS RIM
ELEVATION SHALL BE FINISHED GRADE PLUS 0.25'.
3. COVERS AND CASTINGS OF MANHOLES AND STRUCTURES SHALL BE
STAMPED PER THE APPROPRIATE UTILITY TYPE OR PER THE LOCAL
STANDARDS, AND SHALL BE STAMPED PER THE ORIGIN OF
MANUFACTURE.
4. COVERS AND CASTINGS SHALL BE TAMPER-PROOF FOR
STRUCTURES LOCATED IN PEDESTRIAN AREAS, EASEMENT AREAS,
AND AREAS WITH SPECIAL SECURITY RESTRICTIONS.
GENERAL GRADING NOTES:
1. NEW ELEVATIONS INDICATED ARE FOR TOP OF FINAL GRADE,
PAVEMENT, OR STRUCTURE UNLESS INDICATED OTHERWISE.
2. ELEVATION DENOTED AS “MATCH” ARE INTENDED TO MEET
EXISTING GRADE ELEVATIONS. CONTRACTOR SHALL VERIFY
ELEVATIONS AT TIE-INS AND MATCH POINTS PRIOR TO BEGINNING
CONSTRUCTION.
3. EXTERIOR FINISH GRADES AT BUILDING ENTRANCES AND DOORWAY
THRESHOLDS SHALL BE MAXIMUM 0.25 INCHES BELOW BUILDING
FINISH FLOOR IF A VERTICAL THRESHOLD IS PROVIDED, AND SHALL
BE MAXIMUM 0.5 INCHES BELOW BUILDING FINISH FLOOR IF A
BEVELED THRESHOLD IS PROVIDED, UNLESS INDICATED
OTHERWISE. 6 INCH DROP ELSEWHERE UNLESS INDICATED
OTHERWISE.
4. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING
CONSTRUCTION. ANY DRAINAGE FEATURE OR STRUCTURE
DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO
EXISTING CONDITIONS OR BETTER SUBJECT TO THE APPROVAL OF
THE COR AT CONTRACTOR'S EXPENSE.
5. SURFACES AROUND FACILITY SHALL BE GRADED TO PROVIDE
POSITIVE DRAINAGE AWAY FROM BUILDINGS AND PAVEMENTS.
6. THE CONTRACTOR SHALL REMOVE STANDING WATER FROM THE
PROJECT WORK LIMITS AS NECESSARY TO PROTECT SUBGRADE,
SUBBASE, AND/OR BASE COURSE OF NEW PAVEMENT,
SURROUNDING PAVEMENT-TO-REMAIN, OR OTHER COMPLETED
WORKS.
7. TOP ELEVATION OF ALL UTILITY STRUCTURES TO REMAIN SHALL BE
ADJUSTED ACCORDINGLY TO FINISH GRADE ELEVATION.
8. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE
RE-VEGETATED OR SEEDED IN ACCORDANCE WITH THE
SPECIFICATIONS.
9. INSPECTION REPORTS GENERATED BY THE CONTRACTOR AFTER
INSPECTION OF EROSION CONTROL DEVICES SHALL BE SUBMITTED
TO THE COR.
STORMWATER POLLUTION PREVENTION NOTES:
1. AN SWPP HAS BEEN PREPARED FOR THIS PROJECT AND WILL BE
MADE AVAILABLE TO THE CONTRACTOR. CONTRACTOR SHALL
COORDINATE WITH BCE TO SUBMIT NOI TO SJRWMD FOR
APPROVAL. A COPY OF THE NOI AND SWPP SHALL BE MAINTAINED
ON SITE AT ALL TIMES.
2. CONTRACTOR SHALL AS-BUILT PERMANENT PONDS AND SUBMIT TO
COR AND SJRWMD FOR APPROVAL PRIOR TO STABILIZATION.
STATE OF
NO. 85724
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PROJECT LOCATION
LEGEND:
ON-BASE CONTRACTOR HAUL ROUTE
OFF-BASE CONTRACTOR HAUL ROUTE
LIMITS OF CONSTRUCTION
NOTES:
1. CONTRACTOR ACCESS SHALL BE THROUGH THE TRUCK
INSPECTION GATE OFF OF HIGHWAY A1A.
2. HAUL ROUTES SHALL BE COORDINATED WITH THE COR
AND ARE SUBJECT TO CHANGE AT THE COR'S
DISCRETION.
3. CONTRACTOR SHALL COORDINATE ACTIVITIES AND
MAINTAIN ALL ACCESS AND HAUL ROUTES IN A MANNER
THAT ALLOWS UNOBSTRUCTED EMERGENCY ACCESS
TO ALL PROJECT AREAS, AIRFIELD AREAS, AND
EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAY TO
EMERGENCY AND SECURITY VEHICLE RESPONSE TIME.
4. CONTRACTOR SHALL MAINTAIN ACCESS AND HAUL
ROUTES TO BE FREE FROM DEBRIS CAUSED FROM
CONSTRUCTION ACTIVITIES ON A DAILY BASIS.
5. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48
HOURS TO THE COR REGARDING CONSTRUCTION
DELIVERIES PRIOR TO THOSE DELIVERIES. DELIVERIES
SHALL BE SCHEDULED MONDAY-FRIDAY, 0600 TO 1800.
CONTRACTOR SHALL COORDINATE DELIVERIES WITH
BASE SECURITY FORCES BY SUBMISSION OF THE
CORRECT ENTRY PASS PAPERWORK VIA THE COR.
6. ACCESS POINTS, HAUL ROUTES (WITHIN THE IMMEDIATE
VICINITY OF THE SITE), LAYDOWN AREA, AND ANY
OTHER AREAS DISTURBED BY THE CONTRACTOR SHALL
BE RESTORED TO THEIR ORIGINAL CONDITION OR
BETTER TO THE SATISFACTION OF THE COR.
CONTRACTOR SHALL COORDINATE WITH THE COR FOR
A PRECONSTRUCTION VIDEO DETAILING THE EXISTING
CONDITION OF ACCESS POINTS, HAUL ROUTES, AND
LAYDOWN AREAS TO BE PERFORMED.
9. MISCELLANEOUS CONTRACTOR ACCESS PROCEDURES:
PERIODIC AIR FORCE EXERCISES MAY OR MAY NOT
IMPACT DAILY ENTRY PROCEDURES TO WORK AREAS,
REQUIRING AS MUCH AS AN HOUR TO GAIN ACCESS TO
A WORK AREA. IN ADDITION, ALL CONTRACTOR
PERSONNEL MAY BE REQUIRED TO LEAVE AN AREA AND
REACCOMPLISH ENTRY PROCEDURES. ALL
CONTRACTOR VEHICLES AND PERSONNEL ARE
SUBJECT TO SEARCH BY SECURITY WHEN ENTERING
THE BASE AND MAY EXPERIENCE DELAYS. IN THE
EVENT OF AN EMERGENCY THAT REQUIRES
EVACUATION FROM THE AREA, CONTRACTOR SHALL
COMPLY WITH THE INSTRUCTIONS FROM SECURITY
FORCES.
10. SCALE IS APPROXIMATE AND PROVIDED FOR
REFERENCE ONLY. THIS DRAWING INTENDED FOR
GENERAL PLANNING PURPOSES ONLY NOT FOR
CONSTRUCTION.
11. SEE SHEET GC005 FOR SITE ACCESS AND CONTRACTOR
LAYDOWN AREAS.
CONTRACTOR SECURITY
POINT ACCESS THROUGH
THE TRUCK INSPECTION GATE,
ANVIL AVENUE
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THIS SHEET TO BE
PRINTED IN COLOR
STATE OF
NO. 85724
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COORDINATION AND COMMUNICATION NOTES:
1. CONTRACTOR SHALL APPOINT A PRIMARY CONSTRUCTION
SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE COR, WHO
SHALL BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES
DURING WORKING HOURS AND ACCESSIBLE AT ALL TIMES WHILE
WORK IS IN PROGRESS. THE PRIMARY CONSTRUCTION
SUPERINTENDENT SHALL BE DESIGNATED THE RESPONSIBLE
CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE ON A
24-HOUR BASIS. WHEN THE CONTRACTOR'S PRIMARY
CONSTRUCTION REPRESENTATIVE IS NOT AVAILABLE ON THE
CONSTRUCTION SITE, AN ALTERNATE REPRESENTATIVE SHALL BE
PROVIDED. CONTRACTOR SHALL PROVIDE NAMES AND CONTACT
INFORMATION OF REPRESENTATIVES TO THE COR PRIOR TO THE
START OF CONSTRUCTION ACTIVITIES.
TRAFFIC CONTROL NOTES:
1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORDON OFF THE
CONSTRUCTION WORK AREA AND ASSOCIATED ROADWAYS AND
AIRFIELD AREAS BY USING BARRICADES AND FENCING APPROVED
BY THE COR. TEMPORARY CONSTRUCTION FENCING WITH BROWN
PRIVACY SCREENING SHALL BE INSTALLED AROUND THE LAYDOWN
AREAS AND ROADWAYS ACCESSING LAYDOWN AREAS AS SHOWN
ON THE LAYDOWN PLANS AND ACCORDING TO DETAIL C3 ON GC501.
2. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED
WITH COMPANY DESIGNS, INSIGNIAS, OR OTHER MARKINGS, WHICH
ARE CLEARLY VISIBLE. CONTRACTOR SHALL PROVIDE EACH
VEHICLE WITH A FLAG ATTACHED TO THE VEHICLE WHICH SHOULD
BE AT LEAST 3 FEET SQUARE HAVING INTERNATIONAL ORANGE AND
WHITE CHECKERED PATTERN SO THAT THE FLAG IS EASILY VISIBLE
SEE DETAIL A1 ON GC501.
3. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING
DEVICES TO SOUND AN ALARM WHEN MOVING IN REVERSE.
4. ONLY RUBBER-TIRE VEHICLES WILL BE ALLOWED ON EXISTING
PAVEMENT-TO-REMAIN.
5. NO UNAUTHORIZED PEDESTRIAN TRAFFIC SHALL BE ALLOWED
INSIDE THE CONSTRUCTION LIMITS. AUTHORIZED PEDESTRIAN
TRAFFIC INCLUDE ESSENTIAL USAF PERSONNEL, BCE PERSONNEL,
AND OTHER PERSONNEL AUTHORIZED BY COR.
6. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 1 MONTH TO
BASE AND THE COR FOR ROAD CLOSURE PRIOR TO THE ROAD
REQUIRING CLOSURE.
7. PRIOR TO THE REMOVAL OF BARRICADES AND TRAFFIC CONTROL
DEVICES, THE CONTRACTOR SHALL REQUEST THE COR TO
SCHEDULE AN INSPECTION. NO ROADWAY OR PORTION OF THE
AIRFIELD SHALL BE RE-OPENED UNTIL THE COR HAS COMPLETED
INSPECTION AND APPROVED THE RE-OPENING OF ACTIVE AREAS
INCLUDING AIRFIELD FOD SWEEPS.
8. CONTRACTOR SHALL ATTEND ANY SPONSOR-MANDATED VEHICLE
OPERATOR OR FOREIGN OBJECT DEBRIS/DAMAGE (FOD) CONTROL
TRAINING COURSE.
AIRFIELD OPERATIONS COORDINATION NOTES:
1. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS INDICATED
IN FEDERAL AVIATION ADMINISTRATION (FAA) ADVISORY CIRCULAR
(AC) 150/5370-2G, OPERATIONAL SAFETY ON AIRPORTS DURING
CONSTRUCTION (CURRENT EDITION).
2. CONTRACTOR SHALL NOT ACCESS THE AIRCRAFT OPERATIONS
AREA WITHOUT CLEARANCE FROM BASE AIRFIELD OPERATIONS
AND THE COR, AND SHALL CONDUCT WORK IN SUCH A MANNER TO
ENSURE A MINIMUM HINDRANCE TO AVIATION OPERATIONS.
CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 4 DAYS TO
BASE AIRFIELD OPERATIONS FOR ACCESS TO AN AIRCRAFT
OPERATIONS AREA. PEDESTRIAN TRAFFIC AND PRIVATELY OWNED
VEHICLES SHALL NOT BE ALLOWED IN THE AIRCRAFT OPERATIONS
AREA. CONSTRUCTION ACTIVITY AFFECTING AIRCRAFT MOVEMENT
AREAS AND AIRFIELD SAFETY REQUIREMENTS SHALL BE
COORDINATED WITH BASE AIRFIELD OPERATIONS AND THE COR.
NO AIRCRAFT OPERATIONS AREA SHALL BE CLOSED WITHOUT
APPROVAL FROM BASE OPERATIONS.
3. DURING PERIODS OF LOW VISIBILITY, VEHICLES AND EQUIPMENT
SHALL BE IDENTIFIED BY AN APPROPRIATELY SIZED FLASHING OR
STEADY BURNING AMBER BEACON MOUNTED ON THE UPPER MOST
PART OF THE VEHICLE OR EQUIPMENT SUCH THAT IT IS
CONSPICUOUS FROM ANY DIRECTION INCLUDING FROM THE AIR. IF
A VEHICLE OR PIECE OF EQUIPMENT IS NOT FURNISHED WITH SUCH
A BEACON, IT MUST BE ESCORTED AT ALL TIMES INTO THE
AIRCRAFT OPERATIONS AREA BY A PROPERLY LIT VEHICLE.
4. CONTRACTOR SHALL NOT STOCKPILE CONSTRUCTION MATERIALS,
SPOILS, OR DEBRIS IN ANY AREA WHERE SUCH STOCKPILES WOULD
PENETRATE AVIATION SURFACES. ALL STOCKPILES ADJACENT TO
AIRCRAFT OPERATIONS AREA SHALL BE IDENTIFIED WITH A
360-DEGREE RED OBSTRUCTION LIGHT PLACED AT THE HIGHEST
POINT OF THE STOCKPILE. STOCKPILING OF MATERIAL WITHIN THE
AIRFIELD SAFETY AREAS IS PROHIBITED.
5. NOTICES TO AIRMEN (NOTAMS) SHALL BE ISSUED IN ACCORDANCE
WITH AC 150/5370-2G OPERATIONAL SAFETY ON AIRPORTS DURING
CONSTRUCTION, AND AC 150/5200-28F NOTICES TO AIRMEN FOR
AIRPORT OPERATORS. ALL NOTAMS SHALL BE COORDINATED WITH
BASE AIRFIELD OPERATIONS AND THE COR. THE NOTAM
INFORMATION SHALL INCLUDE PORTIONS OF THE AIRFIELD THAT
ARE CLOSED OR DISPLACED, THE DATE AND TIME OF THE
BEGINNING AND ENDING OF WORK, AND THE DURATION OF THE
WORK.
6. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 7 DAYS TO
BASE AIRFIELD OPERATIONS REGARDING THE NEED FOR NOTICES
TO AIRMEN (NOTAMS). CONTRACTOR SHALL NOT COMMENCE
WORK ACTIVITIES ON AIRFIELD AREAS UNTIL APPROPRIATE NOTAMS
HAVE BEEN ISSUED TO IDENTIFY WORK ACTIVITIES.
7. CONTRACTOR SHALL PROTECT FROM DAMAGE ALL NAVIGATIONAL
AID (NAVAID) EQUIPMENT AND ALL ASSOCIATED STRUCTURES AND
UTILITIES. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR IF
CONSTRUCTION ACTIVITY DISRUPTS NAVAID EQUIPMENT. THE
CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DAMAGED
NAVAID EQUIPMENT WITH QUALIFIED TRADESMEN TO THE
SATISFACTION OF THE COR AND AT NO ADDITIONAL COST TO THE
GOVERNMENT.
8. TAXIWAY CLEARANCE AREAS SHALL BE MARKED IN THE FIELD BY
THE CONTRACTOR, WITH APPROVAL FROM THE COR, TO SERVE AS
AN AID TO KEEP EQUIPMENT AND PERSONNEL FROM
INADVERTENTLY ENTERING THESE AREAS. CONTRACTOR SHALL
REFER TO UFC 3-260-01 AND AFI 32-1042 (CURRENT EDITIONS).
9. DEBRIS, WASTE, AND LOOSE MATERIALS CAPABLE OF CAUSING
DAMAGE TO AIRCRAFT SHALL NOT BE LEFT WITHIN ACTIVE
AIRCRAFT OPERATION AREAS. CONTRACTOR IS REQUIRED TO
IMMEDIATELY CLEAN ANY DEBRIS CARRIED ONTO AIRFIELD FROM
CONTRACTOR'S EQUIPMENT OR OPERATIONS TO PREVENT
FOREIGN OBJECT DAMAGE (FOD). MATERIAL DROPPED WITHIN
THESE AREAS SHALL BE CONTINUOUSLY REMOVED BY APPROVED
METHODS DURING WORKING HOURS. STOCKPILED MATERIAL
SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT
RESULTING FROM AIRCRAFT PROPWASH OR JET BLAST.
CONTRACTOR SHALL HAVE A FULLY OPERATIONAL VACUUM TRUCK
ON SITE AT ALL TIMES TO CLEAN ADJACENT AIRFIELD PAVEMENTS
ON A DAILY BASIS AND AS REQUIRED BY THE COR AND AIRFIELD
OPERATIONS.
10. ANY DAMAGE TO EXISTING AIRFIELD LIGHTING, AIRCRAFT
NAVIGATIONAL AIDS (NAVAIDS), OR AIRFIELD
PAVEMENTS-TO-REMAIN DUE TO CONSTRUCTION SHALL BE
COMMUNICATED TO THE COR AND SHALL BE REPAIRED OR
REPLACED BY THE CONTRACTOR TO THE SATISFACTION OF THE
COR AT NO ADDITIONAL COST TO THE GOVERNMENT.
TEMPORARY CONSTRUCTION CRANE NOTES:
1. TEMPORARY OBSTRUCTIONS, SUCH AS CRANES, MUST BE MARKED
AND LIGHTED IN ACCORDANCE WITH FAA AC 70/7460-1. ALL
HAZARDOUS AREAS (SUCH AS EXCAVATIONS OR STOCKPILED
MATERIALS) ON THE AIRFIELD MUST BE DELINEATED WITH LIGHTED
BARRICADES ON ALL EXPOSED (VISIBLE OR ACCESSIBLE) SIDES.
CONTRACTOR SHALL PROVIDE ALL NECESSARY INFORMATION TO
THE BASE CIVIL ENGINEER (BCE) FOR CONSTRUCTION CRANES,
EQUIPMENT, AND RELATED EQUIPMENT, AND RELATED ACTIVITIES.
ALL FORMS SHALL BE APPROVED PRIOR TO USING OR BRINGING
EQUIPMENT ON SITE. BCE TO SUBMIT 7460 FORMS TO FAA.
2. THE MAXIMUM ALLOWABLE HEIGHT OF CONSTRUCTION EQUIPMENT
OPERATING IN AN AIRCRAFT OPERATIONS AREA IS GOVERNED BY
FAA AC 150/5370-2G AND AC 150/5300-13A (CURRENT EDITIONS).
WHEN EQUIPMENT IS EXPECTED TO PENETRATE THE AIRFIELD
APPROACH SURFACES OR WHEN CRANES WILL BE USED ON-SITE,
CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 45 DAYS TO
THE COR AND BASE AIRFIELD OPERATIONS PRIOR TO THE START OF
CONSTRUCTION TO COORDINATE THE SUBMITTAL OF FAA FORM
7460-1 TO THE FAA REGIONAL OFFICE. PERMISSION TO USE
CRANES SHALL BE ISSUED BY BASE AIRFIELD OPERATIONS AND THE
COR AFTER APPROVAL BY THE FAA.
3. OBSTRUCTION LIGHT FIXTURES SHALL BE AVIATION RED
INCANDESCENT STEADY BURNING FAA AC 150/5345-43, TYPE L-810.
AIR FORCE POLICY DOES NOT ALLOW USE OF LED FIXTURES FOR
OBSTRUCTION LIGHTING.
4. WHEN NOT IN OPERATION, ALL EQUIPMENT AND CRANES SHALL
HAVE BOOMS OR ARMS LOWERED TO THEIR LOWEST ELEVATION.
EXCAVATION AND TRENCHES NOTES:
1. EXCAVATION PERMIT: THE CONTRACTOR SHALL BE RESPONSIBLE
FOR OBTAINING AND PROCESSING AN EXCAVATION PERMIT, FORM
813 OBTAINED FROM BCE.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL
EXCAVATION, TRENCHING, AND SHORING ARE PERFORMED IN A
MANNER THAT COMPLIES WITH THE MOST STRINGENT
INTERPRETATION OF LOCAL REGULATIONS AND OCCUPATIONAL
SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS FOR
CONSTRUCTION, AND THE COE'S EM 385-1-1 "HEALTH AND SAFETY
MANUAL", CURRENT EDITION.
3. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE
SHALL BE PROMINENTLY MARKED.
4. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS
MAY BE REQUIRED. THE AREA OF THE PROJECT HAS POSITIVE
DETECTIONS OF PFOS/PFOA IN GROUNDWATER ABOVE THE EPA
HEALTH ADVISORY LIMIT (DRINKING WATER STANDARDS). THESE
IMPACTS HAVE NOT BEEN DELINEATED HORIZONTALLY OR
VERTICALLY. THE EXTENT OF MIGRATION INTO THE PROJECT AREA
IS UNKNOWN. A DEWATERING PLAN IS REQUIRED FOR APPROVAL BY
IRP AND FDEP IF DEWATERING IS NEEDED.
5. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS ON-HAND
AND READY FOR PLACING THEREIN. AS SOON AS POSSIBLE AFTER
THE MATERIAL HAS BEEN PLACED AND WORK APPROVED, BACKFILL
AND COMPACT TRENCHES AS SPECIFIED. MINIMUM LENGTH OF
OPEN TRENCH SHALL BE LIMITED TO 100 FEET IN ADVANCE AND 100
FEET BEHIND PIPE INSTALLATION, EXCEPT AS APPROVED BY
CONTRACTING OFFICER.
6. TRENCHING IS NOT ALLOWED THROUGH ACTIVE ROADS. ALL
UTILITIES SHALL BE BORED UNDER ACTIVE ROADS.
7. TRENCHING IN LANDSIDE PARKING AREAS IS ALLOWED, SO LONG AS
A H-20 RATED STEEL PLATE IS PROVIDED OVER THE TRENCH TO
ACCOMMODATE VEHICULAR TRAFFIC.
OTHER SAFETY REQUIREMENTS:
1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM
TO OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
REGULATIONS, AND "USACE EM 385-1-1 SAFETY AND HEALTH
REQUIREMENTS MANUAL, CURRENT EDITION".
2. THERE SHALL BE NO PERMANENT WASTE SITES ON BASE
PROPERTY. TEMPORARY WASTE AREAS DO NOT REQUIRE
APPROVAL BY THE COR SO LONG AS WASTE IS PROPERLY STORED
WITHIN THE CONTRACTOR'S LAYDOWN AREA AND ARE NOT
CREATING A FOD HAZARD. REMOVAL OF WASTE THAT IS NOT
PROPERLY MAINTAINED IS SUBJECT TO THE DIRECTION OF THE
COR.
3. CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY
GOVERNMENT-OWNED EQUIPMENT WITH THE COR.
4. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO
PREVENT MOVEMENT RESULTING FROM WIND CONDITIONS.
5. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO LIMIT DUST
CAUSED BY CONSTRUCTION ACTIVITIES TO A LIMIT ACCEPTABLE TO
THE BASE AIRFIELD OPERATIONS. THE CONTRACTOR SHALL
CONTROL BLOWING DUST ON THE PROJECT SITE FROM ANY HAUL
ROUTE OR WORK AREA REGARDLESS OF SOURCE.
6. GASOLINE, FUEL, AND OIL STORAGE IN CONTRACTOR LAYDOWN
AREAS AND PROJECT SITE SHALL HAVE PROPER SPILL
CONTAINMENT IN ACCORDANCE WITH BASE ENVIRONMENTAL
REQUIREMENTS. GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS
WASTE RESULTING FROM CONTRACTOR'S OPERATIONS OR
ACTIVITIES SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE
WITH THE SPECIFICATIONS AND LOCAL REGULATORY
REQUIREMENTS AND PROPERLY REMOVED FROM THE PROJECT
PROPERTY.
7. IF CONSTRUCTION REQUIRES THE DISRUPTION OR DISCONNECTION
OF ANY WATER LINES OR FIRE HYDRANTS ON PROJECT PROPERTY
OR ADJOINING PROPERTY, THE CONTRACTOR SHALL PROVIDE A
MINIMUM ADVANCE NOTICE OF 30 DAYS TO THE LOCAL FIRE
AUTHORITY AND ALL OTHER EMERGENCY SERVICES.
8. FAILURE TO COMPLY WITH BASE AIRFIELD OPERATIONS AND THE
COR SAFETY REQUIREMENTS SHALL RESULT IN THE SUSPENSION
OF CONSTRUCTION ACTIVITIES UNTIL ALL SAFETY CONCERNS ARE
ADDRESSED BY THE CONTRACTOR TO THE SATISFACTION OF THE
COR.
9. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH SAFETY
PLAN OR BASE AIRFIELD OPERATIONS SHALL IMMEDIATELY BE
REMOVED FROM THE WORK AREA AND SHALL NOT BE PERMITTED
TO RETURN THROUGHOUT THE REMAINDER OF THE PROJECT.
SECURITY REQUIREMENTS NOTES:
1. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS AND
PROCEDURES OF “IAW AFFAR 5353.242-9000, CONTRACTOR ACCESS
TO AIR FORCE INSTALLATIONS”.
2. ALL CONTRACTOR EMPLOYEES SHALL CARRY CONTRACTOR PHOTO
IDENTIFICATION AT ALL TIMES.
3. CONTRACTOR EMPLOYEES SHALL COMPLY WITH ANY INTEGRATED
DEFENSE MEASURES THAT MAY BE NECESSARY DURING
CONTINGENCY OPERATIONS. THIS INCLUDES, BUT IS NOT LIMITED
TO, VEHICLE INSPECTIONS, IDENTIFICATION CHECKS, ETC.
CONTRACTOR SAFETY PLAN SUBMITTALS:
1. CONTRACTOR SHALL FURNISH A CONSTRUCTION SAFETY PLAN AND
PROPOSED PROJECT SCHEDULE TO THE COR FOR APPROVAL IN
ACCORDANCE WITH THE SPECIFICATIONS.
2. CONTRACTOR SHALL FURNISH AN AIRFIELD OPERATIONS SAFETY
PLAN TO THE COR FOR APPROVAL.
STATE OF
NO. 85724
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X2
RC
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H Y D
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WV
BF
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8"
BF
P
8"
BF
P
1/ 2"
BF
P
1/
2"
CH
K8
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EH
HH
HH
HH
H
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WV
WV
WV
WV
WV
WV
WV
WV
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C O
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X X
X X
X X
X X
X X
X
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W W
W W
W
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W W W
W
ELECTRICAL
TRANSFORMER
TAXILANE J
L O C
LOC
LOC
L O C
L O C
LOC
L O C
L O C
LOC
L O C
L O C
LOC
LO
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LOC
LO
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LOC
LOC
LOC
TAXILANE J
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OFA OFA OFA OFA OFA OFA OFA OFA OFA OFA OFA OFA
O F A
O F A
O F A
O F A
O F A
O F A
O F A
O F A
CONTRACTOR HAUL ROUTE
CONTRACTOR
LAYDOWN AREA
X
X X
XX
200'
TO RESCUE RD
LO
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IS
VI
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D
IS
TR
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T
PA
TR
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K, F
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A
Louisville District
US Army Corps of Engineers ®
M
AR
K D
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C
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IP
TI
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AT
E
AP
PR
N O
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
SHEET
IDENTIFICATION
1 2 3 4 5
D
C
B
A
AS
S
H O
W N
W
AR
D P
AR
KW
AY
KA
N
SA
S C
IT
Y, M O
B U
R N
S
M cD
O N
N
EL
L
D
ES
IG
N
ED
B
Y:
D R
AW
N
B Y:
SB
M
T
BY
PL
O
T
SC
AL
E:
SI
ZE
" x
4"
FI
LE
N
AM
E:
C
KD
B Y:
PL
O
T D
AT
E:
D
AT
E:
PR
O
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C
T N
U M
BE
R
C
AD
D C
O D
E:
SE
PT
EM
BE
R
, 2
SX
H
T-
AF
-2
-1
-0
AP
R
IL
0, ISSUED FOR CONSTRUCTION
PA
TR
IC
K
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LO
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ID
A
AD
D
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T O
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GC005
AC
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RR
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.d wg
J.
SH
EP
AM
EN
DM
EN
T
-2 3-
A1 ACCESS AND LAYDOWN PLAN
SCALE: 1" = 50'
N
NOTES:
1. SEE SHEET GC001 FOR CIVIL LEGEND AND
ABBREVIATIONS.
2. SEE SHEET GC002 FOR GENERAL CIVIL NOTES.
3. SEE SHEET GC003 FOR CONTRACTOR HAUL ROUTE.
4. CONTRACTOR ACCESS WILL BE FROM THE SCHOOL
AVENUE GATE.
5. CONTRACTOR SHALL RESTRICT ALL OPERATIONS TO
AREAS WITHIN THE CONSTRUCTION LIMITS UNLESS
COORDINATED OTHERWISE WITH THE COR.
6. CONTRACTOR SHALL PROVIDE AND INSTALL AT EACH
CONSTRUCTION ENTRANCE A CONSTRUCTION SIGN
MEETING COR APPROVAL.
7. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND
SWEEPER TRUCKS THROUGHOUT CONSTRUCTION.
SWEEPER TRUCKS SHALL BE ON CALL AT ALL TIMES.
DOUBLE SWING GATE
TEMPORARY CONSTRUCTION FENCE
KEY NOTES:
A3
GC501
C3
GC501
LEGEND:
CONTRACTOR LAYDOWN AREA
TEMPORARY SWING GATE
TEMPORARY CONSTRUCTION FENCE
LOW PROFILE BARRICADE
OBJECT FREE AREA
CONTRACTOR HAUL ROUTE
X
OFA
50' 100'0
STATE OF
NO. 85724
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CH
K8
H Y D
C O C O
WV
WV
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DC
BL
DC
BL
DC
BL
DC
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=6 .5
2'
EH
WV
W W
W W
W
W W W W W
W W W
W W
ELECTRICAL
TRANSFORMER
TAXILANE J
LOC
L O C
L O C
LOC
L O C
LOC LOC LOC
L O C
LOC
L O C
L O C
LOC LOC
L O C
L O C
L O C
L O C
L O C
LOC LOC LOC
LOC
L O C
L O C
L O C
L O C
LOC
LOC
LO
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LO
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LOC
LOC
LOCLOC
LOC
L O C
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LOC
LOCLOC
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L O C
LOC
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6.
B
U
IL
D
IN
G H
EI
G
H T
'-8
2,000 SF
ADDITION
FFE = 6.5
BUILDING
HEIGHT =
20'-1"
LO
U
IS
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PA
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Louisville District
US Army Corps of Engineers ®
M
AR
K D
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AP
PR
N O
U S
A R
M Y
C O
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PS
O F
EN
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IN
EE
R S
SHEET
IDENTIFICATION
1 2 3 4 5
D
C
B
A
AS
S
H O
W N
W
AR
D P
AR
KW
AY
KA
N
SA
S C
IT
Y, M O
B U
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S
M cD
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N
EL
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IG
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B
Y:
D R
AW
N
B Y:
SB
M
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BY
PL
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SC
AL
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SI
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" x
4"
FI
LE
N
AM
E:
C
KD
B Y:
PL
O
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AT
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D
AT
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PR
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D C
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E:
SE
PT
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BE
R
, 2
SX
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T-
AF
-2
-1
-0
AP
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IL
0, ISSUED FOR CONSTRUCTION
PA
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GC006
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J.
SH
EP
A1 PART 77 NAVIGABLE AIRSPACE SITE PLAN
SCALE: 1" = 20'
N
20' 40'0
NOTES:
1. SEE SHEET GC001 FOR CIVIL LEGEND AND
ABBREVIATIONS.
2. SEE SHEET GC002 FOR GENERAL CIVIL NOTES.
3. THE IMAGINARY SURFACE SHOWN IS IN ACCORDANCE
WITH FEDERAL REGULATION TITLE 14 PART 77, SAFE,
EFFICIENT USE AND PRESERVATION OF THE
NAVIGABLE AIRSPACE (PART 77) AND UFC 3-260-01,
AIRFIELD AND HELIPORT PLANNING AND DESIGN,
CURRENT EDITIONS.
4. SEE SHEET GC004 FOR CONSTRUCTION OPERATIONS
AND SAFETY NOTES PERTAINING IMAGINARY SURFACE
RESTRICTIONS AND REQUIREMENTS.
STATE OF
NO. 85724
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P
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SURVEY CONTROL POINT
SET 5/8" IRC BFA TRAV
N: 1422204.399' E: 781519.500'
EL: 4.20'
SURVEY CONTROL POINT
SIRC 5/8 BFA TRAV
N: 1422352.367' E: 781351.571'
EL: 4.80'
SURVEY CONTROL POINT
SET N&D BFA TRAV
N: 1422653.946' E: 781258.558'
EL: 4.59'
CH
K8
C O
H
Y D
C OC O
WV
WV
BL
DC
BL
DC
BL
DC
BL
DC
BL
DC
SURVEY CONTROL POINT
SET N&D BFA TRAV
N: 1421898.982' E: 781878.121'
EL: 5.37'
CH
K8
BL
DC
BL
DC
EH
EH
HH
HH
HH
H Y D
H Y D
WV
WV
WV
WV
WV
WV
WV
WV
WV
H Y D
HH
WV
WV
C O
WVWV
EH
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C O
C O
WV
X X
X X
X
X
W W
W
W
W
W W
ELECTRICAL
TRANSFORMER
TAXILANE J
W
L O C
LOC
LOC
L O C
LOC
LOC
LOC
L O C
LOC
TAXILANE J
TA
XI
W
AY
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TOW WAY
EM
E
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LOSLOSLOS
LO
S
L O S
LOS
L O S
L O S
LO
S
LOS
LO
S
L O S
LOS
LO
S
LO
S
LOS
LO
S
LO
S
L O S
LO
S LOS
LOS
LOS
L O S
LOS
LO
S
L O S
LOSLOS
L O S
LO
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IS
VI
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D
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TR
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T
PA
TR
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K, F
LO
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A
Louisville District
US Army Corps of Engineers ®
M
AR
K D
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C
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IP
TI
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N D
AT
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AP
PR
N O
U S
A R
M Y
C O
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O F
EN
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IN
EE
R S
SHEET
IDENTIFICATION
1 2 3 4 5
D
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B
A
AS
S
H O
W N
W
AR
D P
AR
KW
AY
KA
N
SA
S C
IT
Y, M O
B U
R N
S
M cD
O N
N
EL
L
D
ES
IG
N
ED
B
Y:
D R
AW
N
B Y:
SB
M
T
BY
PL
O
T
SC
AL
E:
SI
ZE
" x
4"
FI
LE
N
AM
E:
C
KD
B Y:
PL
O
T D
AT
E:
D
AT
E:
PR
O
JE
C
T N
U M
BE
R
C
AD
D C
O D
E:
SE
PT
EM
BE
R
, 2
SX
H
T-
AF
-2
-1
-0
AP
R
IL
0, ISSUED FOR CONSTRUCTION
PA
TR
IC
K
, F
LO
R
ID
A
AD
D
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IO
N
T O
B U
IL
D
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PR
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N O
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GC100
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P
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GE
RR
IT
S
J.
GE
RR
IT
S 11
-G
C1
.d wg
J.
SH
EP
A1 OVERALL CIVIL PLAN
SCALE: 1" = 100'
N
NOTES:
1. SEE SHEET GC001 FOR CIVIL LEGEND AND
ABBREVIATIONS.
2. SEE SHEET GC002 FOR GENERAL CIVIL NOTES.
SEE SHEETS CD101, CE101, CS101
NOTES - SITE:
1. THE EXISTING SITE UTILITIES AND FEATURES SHOWN
ARE BASED ON A FIELD RUN TOPOGRAPHIC SURVEY
PERFORMED BY BARNES, FERLAND AND ASSOCIATES,
INC. IN JULY 2018.
2. DIMENSIONS ARE IN SURVEY FEET UNLESS
OTHERWISE NOTED.
3. SIDEWALKS SHALL BE A MINIMUM OF 6 FEET WIDE.
4. BUILDING COORDINATES ARE POINTED TO OR
MEASURED AT THE OUTSIDE FACE OF BUILDING
FOUNDATION. CONTRACTOR SHALL COORDINATE
BEARINGS OF BUILDING WITH STRUCTURAL
DRAWINGS.
5. CONTRACTOR SHALL COORDINATE BUILDING
ENTRANCES, EGRESSES, WALKWAYS, AND DOORWAY
LOCATIONS WITH ARCHITECTURAL AND STRUCTURAL
DRAWINGS.
6. SEE STRUCTURAL/MECHANICAL/ELECTRICAL
DRAWINGS FOR MISCELLANEOUS SITE EQUIPMENT
AND PADS.
NOTES - UTILITY:
1. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY
COMPANIES TO IDENTIFY THE LOCATION OF EXISTING
UTILITIES PRIOR TO COMMENCEMENT OF WORK. IN
ADDITION, CONTRACTOR SHALL LOCATE UTILITIES IN
ACCORDANCE WITH PRACTICES AND PROCEDURES
OUTLINED IN ASCE 38-02, SUE LEVEL A.
2. CONTRACTOR SHALL COORDINATE REQUIRED UTILITY
SHUTDOWN FOR UTILITY CONNECTIONS WITH PUBLIC
WORKS.
3. WATER LINES SHALL BE INSTALLED A MINIMUM OF 10
FEET HORIZONTALLY, MEASURED EDGE TO EDGE,
FROM ADJACENT PARALLEL SEWER LINES AND FORCE
MAINS UNLESS INDICATED OTHERWISE.
4. WATER LINES SHALL BE INSTALLED ABOVE SEWER
LINES AND FORCE MAINS A MINIMUM VERTICAL
SEPARATION OF 24 INCHES UNLESS INDICATED
OTHERWISE.
5. ALL PIPE TRENCHES SHALL BE PLUGGED WITH
COMPACTED IMPERVIOUS MATERIAL MINIMUM 5' FROM
BUILDING FOUNDATIONS IN ACCORDANCE WITH DETAIL
A2, SHEET CS501.
6. SEE DETAIL B2, SHEET CS501 FOR PIPE TRENCH
DETAIL.
100' 200'0
SHUTOFF VALVE FOR
WATERLINE RELOCATION SEE
SHEETS CD101 AND CS101
STATE OF
NO. 85724
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P
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10'-0" (MAXIMUM)END BAY MULTIPLES OF
10'-0" MAXIMUM
TENSION WIRE
ANGLE OR
CORNER
POST
FINISH
GRADE
CHAIN LINK FABRIC WITH
BROWN PRIVACY SCREEN
2" 6'-0"
BOTTOM RAIL
3'-0" 6"
10"
(MIN)
CONCRETE
FOOTING (TYP)
TRUSS ROD
16'-30'
6'-0" 2"
6" 3'-0"
12"
MIN
FINISH GRADE
GATE POST
GATE FRAME
GATE POST
TRUSS
RODS
CHAIN LINK FABRIC
WITH BROWN
PRIVACY SCREEN
BRACE
TRUSS
RODS
LATCH TO
ACCOMMODATE
PADLOCK
BRACE
CONCRETE
FOOTING (TYP)
CHAIN LINK FABRIC
WITH BROWN
PRIVACY SCREEN
C3 TEMPORARY CONSTRUCTION FENCE
NTS
A3 DOUBLE SWING GATE
NTS
12"
36"
1. FLAGS MAY BE USED IN LIEU OF BEACONS
WHERE BEACONS CANNOT BE EASILY
AFFIXED TO A VEHICLE OR PIECE OF
EQUIPMENT.
2. ALL WARNING DEVICES SHALL MEET THE
REQUIREMENTS OF PART 6 OF THE
MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD).
3. ALL WARNING LIGHTS SHALL BE KEPT IN
OPERATIONAL ORDER BY CONTRACTOR.
NOTES:
A1 VEHICLE WARNING FLAG
NTS
LO
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PA
TR
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K, F
LO
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Louisville District
US Army Corps of Engineers ®
M
AR
K D
ES
C
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IP
TI
O
N D
AT
E
AP
PR
N O
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
SHEET
IDENTIFICATION
1 2 3 4 5
D
C
B
A
AS
S
H O
W N
W
AR
D P
AR
KW
AY
KA
N
SA
S C
IT
Y, M O
B U
R N
S
M cD
O N
N
EL
L
D
ES
IG
N
ED
B
Y:
D R
AW
N
B Y:
SB
M
T
BY
PL
O
T
SC
AL
E:
SI
ZE
" x
4"
FI
LE
N
AM
E:
C
KD
B Y:
PL
O
T D
AT
E:
D
AT
E:
PR
O
JE
C
T N
U M
BE
R
C
AD
D C
O D
E:
SE
PT
EM
BE
R
, 2
SX
H
T-
AF
-2
-1
-0
AP
R
IL
0, ISSUED FOR CONSTRUCTION
PA
TR
IC
K
, F
LO
R
ID
A
AD
D
IT
IO
N
T O
B U
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-2 3-
STATE OF
NO. 85724
P
R
O
F
E
S
S
I
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I
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WV
E E E E E
E
E E E E E E E E E E E E E E E
E E E
E
E E
E
E E E
E E
E E
E E
E
E
E
E
E E E E
E E
FO (B) FO (B) FO (B)
FO (B)
FO (B)
FO (B)
FO (B)
FO (B)
FO (B)
FO (B)
W W
W W
W W
W W
W
W W
W W
W
W W W W W
W
W W W
W W
EDGE OF PAVEMENT
PAVEMENT STRIPING
PAVEMENT STRIPING
ASPHALT
ASPHALT
STORM INLET
TOP EL. 4.70'
14"X23" RCP
N. INV. EL. 1.95'
14"X23" RCP
W. INV. EL. 1.85'
CONC
FLUME
CONC
ELECTRICAL
TRANSFORMER
PARKING SIGNS
STORM INLET
TOP EL. 3.80'
14"X23" RCP
E. INV. EL. 2.00'
E E E E
E E
E E
TAXILANE J
LOC
L O C
L O C
LOC
L O C
LOC LOC LOC
L O C
LOC
L O C
L O C
LOC LOC
L O C
L O C
L O C
L O C
L O C
LOC LOC LOC
LOC
L O C
L O C
L O C
L O C
LOC
LOC
LO
C
LO
C
LOC
LOC
LOCLOC
LOC
L O C
L O C
LOC
LOCLOC
L O
CLOC
L O C
LOC
BEGIN
END
END
BEGIN
BEGIN 1 END
CH
K8
H Y D
C O C O
WV
WV
CH
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=6 .5
2'
CONCCONC
CONC SLAB
CONC
ASPHALT
BACKFLOW
PREVENTERS (2)
ON CONCRETE
CONC A/C
PAD
CONC A/C
PAD
CONC ELEC
PAD
TOE OF
SLOPE
BOLLARD
(TYP)
SIGN
NATURAL
GROUND
NATURAL
GROUND
SWALE
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Louisville District
US Army Corps of Engineers ®
M
AR
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AP
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SHEET
IDENTIFICATION
1 2 3 4 5
D
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B
A
AS
S
H O
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W
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AR
KW
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D R
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SB
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BY
PL
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SC
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4"
FI
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PL
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PR
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AP
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0, ISSUED FOR CONSTRUCTION
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-2 3-
A1 EXISTING CONDTIONS AND SITE DEMOLITION PLAN
N
20' 40'0
NOTES:
1. SEE SHEET GC001 FOR CIVIL LEGEND AND
ABBREVIATIONS.
2. SEE SHEET GC002 FOR GENERAL CIVIL NOTES.
3. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO
REMAIN SHALL BE REPAIRED OR REMOVED AND
REPLACED AT NO ADDITIONAL COST TO OWNER.
4. CONTRACTOR SHALL PRESERVE EXISTING TREES AND
VEGETATION WHENEVER PRACTICABLE. CONTRACTOR
SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT
ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES
ALONG THE AREA OF EXCAVATION.
5. EXISTING VEGETATION AND FACILITIES WHICH ARE
NOT INDICATED TO BE REMOVED SHALL BE
PROTECTED FROM DEMOLITION OR OTHER
CONSTRUCTION ACTIVITIES.
6. CONTAMINATED SOILS ARE NOT ANTICIPATED TO BE
ENCOUNTERED. CONTRACTOR SHALL PERIODICALLY
MONITOR EXCAVATED SOILS. IF CONTAMINATED
MATERIAL IS DISCOVERED, WORK SHALL BE STOPPED
AND THE COR SHALL BE NOTIFIED. CONTRACTOR
SHALL COORDINATE REMOVAL OF CONTAMINATED
MATERIALS WITH THE COR.
7. ALL STRUCTURES, VALVES, ETC. TO REMAIN SHALL BE
PROTECTED AND ADJUSTED TO FINISH GRADE.
8. THE WEIGHT (IN TONS) OF ALL MATERIALS TAKEN OFF
BASE FOR RECYCLING SHALL BE REPORTED TO THE
COR.
9. STRUCTURE AND FENCE DEMOLITION SHALL INCLUDE
THE REMOVAL OF THE COMPLETE STRUCTURE
INCLUDING CONCRETE FOOTINGS AND FOUNDATIONS.
10. CONTRACTOR SHALL MAINTAIN VEHICLE AND
EMERGENCY ACCESS TO ADJACENT FACILITIES AT ALL
TIMES. CONTRACTOR SHALL COORDINATE LANE
CLOSURES WITH BASE CIVIL ENGINEER.
DEMOLISH AND REMOVE 4" THICK CONCRETE
SIDEWALK
DEMOLISH AND REMOVE 8" WATER LINE, DIP
DEMOLISH AND REMOVE ELECTRICAL DUCT BANK
REMOVE TRANSFORMER AND PROTECT FOR REUSE.
MAINTAIN AND PROTECT CONCRETE PAD. SEE
ELECTRICAL SHEETS FOR DETAILS.
MAINTAIN AND PROTECT RCP STORM SEWER
MAINTAIN AND PROTECT STORM INLET
NOT USED
NOT USED
MAINTAIN AND PROTECT ELECTRICAL DUCT BANK
KEY NOTES:
LEGEND:
DEMOLISH AND REMOVE 4" THICK
CONCRETE SIDEWALK
WATERLINESHUTOFF VALVE 100'(SEE GC100)
1 1
STATE OF
NO. 85724
P
R
O
F
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S
S
I
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G
I
N
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E
R
F
L
O
R
I
D
A
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C
E N
S
S
H
E
P
H
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H Y D
C O C O
WV
WV
BF
P
8"
BF
P
8"
BF
P
1/ 2"
BF
P
1/
2"
CH
K8
ST
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AS
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N R
Y
BU
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D
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(8
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S .F
FI
N
IS
H
ED
F
LO
O R
E
LE
VA
TI
O N
=6 .5
2'
CONCCONC
CONC SLAB
CONC
ASPHALT
BACKFLOW
PREVENTERS (2)
ON CONCRETE
CONC A/C
PAD
CONC A/C
PAD
CONC ELEC
PAD
BOLLARD
(TYP)
SIGN
NATURAL
GROUND
NATURAL
GROUND
SWALE
EH
WV
E E E E E
E
E E E E E E E E E E E E E E E
E E E
E
E E
E
E E E
E E
E E
E E
E
E
E
E
E E E E
E E
FO (B) FO (B) FO (B)
FO (B)
FO (B)
FO (B)
FO (B)
FO (B)
FO (B)
FO (B)
W W
W W
W W
W W
W
W W
W W
W
W W W W W
W
W W W
W W
EDGE OF PAVEMENT
PAVEMENT STRIPING
PAVEMENT STRIPING
ASPHALT
ASPHALT
STORM INLET
TOP EL. 4.70'
14"X23" RCP
N. INV. EL. 1.95'
14"X23" RCP
W. INV. EL. 1.85'
CONC
FLUME
CONC
ELECTRICAL
TRANSFORMER
PARKING SIGNS
STORM INLET
TOP EL. 3.80'
14"X23" RCP
E. INV. EL. 2.00'
E E E E
E E
E E
TAXILANE J
LOC
L O C
L O C
LOC
L O C
LOC LOC LOC
L O C
LOC
L O C
L O C
LOC LOC
L O C
L O C
L O C
L O C
L O C
LOC LOC LOC
LOC
L O C
L O C
L O C
L O C
LOC
LOC
LO
C
LO
C
LOC
LOC
LOCLOC
LOC
L O C
L O C
LOC
LOCLOC
L O
CLOC
L O C
LOC
LOD
LODLODLOD
LO
D
L O D
LODLOD
LODLOD
L O D
L O D
LO
D
LO
D
LO
D
LOD
LOD
L O D
L O D
LOD LOD LOD
LOD LOD
LO
D
LO
D
LO
D
1 BEGIN
1 END
3 BEGIN
END
2,000 SF
ADDITION
FFE = 6.5
LO
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IS
VI
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D
IS
TR
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T
PA
TR
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K, F
LO
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A
Louisville District
US Army Corps of Engineers ®
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
N O
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
SHEET
IDENTIFICATION
1 2 3 4 5
D
C
B
A
AS
S
H O
W N
W
AR
D P
AR
KW
AY
KA
N
SA
S C
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M cD
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N
EL
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B
Y:
D R
AW
N
B Y:
SB
M
T
BY
PL
O
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SC
AL
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SI
ZE
" x
4"
FI
LE
N
AM
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C
KD
B Y:
PL
O
T D
AT
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D
AT
E:
PR
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C
T N
U M
BE
R
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AD
D C
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E:
SE
PT
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BE
R
, 2
SX
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T-
AF
-2
-1
-0
AP
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IL
0, ISSUED FOR CONSTRUCTION
PA
TR
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LO
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DM
EN
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-2 3-
A1 ES&PC AND LANDSCAPING PLAN
N
20' 40'0
NOTES:
1. SEE SHEET GC001 FOR CIVIL LEGEND AND
ABBREVIATIONS.
2. SEE SHEET GC002 FOR GENERAL CIVIL NOTES.
3. TEMPORARY SEEDING SHALL BE PLACED ON ALL
DISTURBED AREAS LEFT IDLE FOR 14 DAYS BY
HYDROSEEDING. HYDROSEEDING SHALL BE IN
ACCORDANCE WITH SPECIFICATION 32 92 19 AND FDOT
570 AND 981.
4. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE
PREVENTED BY THE INSTALLATION OF EROSION
CONTROL MEASURES AND PRACTICES PRIOR TO,
CONCURRENT WITH LAND-DISTURBING ACTIVITIES.
5. PERMANENT SEEDING SHALL BE ACCOMPLISHED BY
HYDROSEEDING TO PREVENT THE ATTRACTION OF
BIRDS NEAR THE AIRFIELD. HYDROSEEDING SHALL BE
IN ACCORDANCE WITH SPECIFICATION 32 92 19.
6. DURING CONSTRUCTION, CONTRACTOR SHALL
MAINTAIN DRAINAGE PATTERNS SUCH THAT ALL
RUNOFF IS DIRECTED TOWARDS A SEDIMENT BASIN.
7. COMPOST SOCKS SHALL BE USED IN PAVEMENT
AREAS AS NECESSARY TO PREVENT SOIL AND DEBRIS
RUNOFF. SEE DETAIL C1, CE502.
LEGEND:
PERMANENT HYDROSEEDING SEE 32 92 19
NOTE:
STABILIZE ALL DISTURBED
AREAS WITH TEMPORARY
SEEDING IDLE FOR 14
DAYS OR MORE.
SILT FENCE
INLET PROTECTION
COMPOST SOCK
CRUSHED STONE CONSTRUCTION EXIT
NOT USED
DISTURBED AREA STABILIZATION WITH
TEMPORARY HYDROSEEDING
KEY NOTES:
A3
CE501
C3
CE501
C1
CE502
A1
CE501
STATE OF
NO. 85724
P
R
O
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S
I
O
G
I
N
E
E
R
F
L
O
R
I
D
A
L
I
C
E N
S
S
H
E
P
H
E
EXIT DIAGRAM
NOTES:
1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS.
2. REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOUNDATION AREA, GRADE, AND CROWN FOR POSITIVE DRAINAGE.
3. AGGREGATE SIZE SHALL BE STONE 2"-6".
4. GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6".
5. PAD WIDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS, BUT NO LESS THAN 20'.
6. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE TOWARD PAVED AREA IS GREATER THAN 2%..
7. INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DITCHES.
8. WHEN WASHING IS REQUIRED, IT SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT
TRAP OR SEDIMENT BASIN (DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE ENTRANCE TO A SEDIMENT CONTROL DEVICE).
9. WASHRACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IF NECESSARY, WASHRACK DESIGN MAY
CONSIST OF ANY MATERIAL SUITABLE FOR TRUCK TRAFFIC THAT REMOVE MUD AND DIRT.
10.MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAYS.
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