AM02 DRAWINGS.pdf

PDF 18 MB Posted Jul 30, 2020

Attached to: Cyberspace Test Group Facility, Eglin AFB, FL Federal contract opportunity
Solicitation number: W9127820R0057
Issued by: Department of the Army Corps of Engineers Engineering District Mobile

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract opportunity for construction services. The solicitation is for the construction of a new Cyberspace Test Group Facility at Eglin Air Force Base in Florida. The 52,003 square foot facility will include a multi-level sensitive compartmented information facility utilizing conventional design and construction methods. It will have a concrete foundation, split-faced concrete block construction over a steel frame, and a sloped standing seam metal roof. The facility will also include fire suppression systems, all utilities, pavements, communications, site improvements, and associated support facilities to provide a complete and usable space. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Mobile. The opportunity closing date and award date are not specified in the document.

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Other files for this federal contract opportunity

Other files attached to Cyberspace Test Group Facility, Eglin AFB, FL, newest first.
File	Type	Posted
W9127820R0057 JA_Redacted.pdf	PDF	Dec 16, 2021
AM05.pdf	PDF	Aug 14, 2020
AM05 DRAWINGS.pdf	PDF	Aug 14, 2020
AM04.pdf	PDF	Aug 10, 2020
AM03 DRAWINGS.pdf	PDF	Aug 6, 2020
AM03.pdf	PDF	Aug 6, 2020
AM02.pdf	PDF	Jul 30, 2020
AM01 DRAWINGS.pdf	PDF	Jul 28, 2020
AM01.pdf	PDF	Jul 28, 2020
Site visit sign in sheet.pdf	PDF	Jul 17, 2020
VOL1.PDF	PDF	Jul 7, 2020
VOL6.PDF	PDF	Jul 7, 2020
VOL4.PDF	PDF	Jul 7, 2020
RTA DRAWINGS VOL1.pdf	PDF	Jul 7, 2020
VOL5.PDF	PDF	Jul 7, 2020
VOL3.PDF	PDF	Jul 7, 2020
VOL2.PDF	PDF	Jul 7, 2020
EM 385-1-1.pdf	PDF	Jul 7, 2020
RTA DRAWINGS VOL2 .pdf	PDF	Jul 7, 2020

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US Army Corps of Engineers

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE AL 36602

CYBERSPACE TEST GROUP FACILITY

EGLIN AIR FORCE BASE, FLORIDA

OKALOOSA COUNTY

JUNE 2020

MOBILE DISTRICT PROJECT CODE: MEF19017

RFP NUMBER: W9127820R0057

AMENDMENT NO. 0002

HALF SIZE DRAWINGS1

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CHOCTAWHATCHEE AVE

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TAXILANE 'T'

(PMEL BLDG)

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LARGE

AIRCRAFT

WASHRACK

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THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESS TO THE

MAIN ENTRANCE OF THE EXISTING FACILITIES AND PARKING LOT

APPROACHES ADJACENT TO THE PROJECT SITE AND

SPECIFICALLY PMEL BUILDING (PHASE 1).

TEMPORARY ROAD LOCATION

FOR APRON PERIMETER ROAD

(INSTALL TEMPORARY AIRFIELD

PAVEMENT MARKINGS DEPICTING

TEMPORARY ROAD LOCATION

NEW MAIN ACCESS DRIVE

FOR CYBERSPACE TEST

FACILITY

APPROX. EXISTING

EDGE OF TAXIWAY

NEW 6 FT

CONSTRUCTION FENCE

NEW 6 FT

CONSTRUCTION

FENCE

0 100' 200'

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US Army Corps of

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Mobile District

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SITE WORK PHASING PLAN

1" = 100'

DELINEATION FENCING SYSTEM (SILT FENCE, FOD FENCE W/

6-INCH SEPARATION AND 3-FT HIGH ORANGE SAFETY FENCE)

PHASE 1 - CONSTRUCTION LIMITS, REFER TO NOTE 2.A.

PLASTIC WATER FILLED JERSEY BARRIERS

XXXXXX 6-FT. TEMPORARY CONSTRUCTION FENCE WITH FOD FENCE

MATERIAL ATTACHED (REFER TO DETAIL 4 ON SHEET CS502)

GENERAL

AVIATION

RAMP

PEDESTRIAN CORRIDOR

LEGEND

THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESS

TO THE MAIN ENTRANCE OF THE EXISTING FACILITIES AND

PARKING LOT APPROACHES ADJACENT TO THE PROJECT

SITE AND SPECIFICALLY PMEL BUILDING(PHASE 1).

NOTES:

1. THE CONTRACTOR SHALL DEVELOP A DETAILED PHASING

PLAN, USING THIS PLAN SHEET AS A BASE THAT WILL SHOW

OR DESCRIBE THE SEQUENCE OF CONSTRUCTION ACTIVITIES

FOR EACH PHASE. THE PHASING PLAN WILL BE

INCORPORATED INTO THE CONTRACTOR'S MANAGEMENT

PLAN AND REFLECTED IN THE PROGRESS SCHEDULE. THE

WORK AREA LIMITS (REQUIRED AIRCRAFT OPERATIONS,

WORKER SAFETY AND SECURITY CLEARANCES), BARRICADES,

MAXIMUM EQUIPMENT HEIGHT, AND TEMPORARY FENCING

AND PAVEMENT MARKINGS REQUIREMENTS WILL BE CLEARLY

DELINEATED FOR EACH PHASE. THE PHASING PLAN SHALL

INCLUDE WORK AREA LIMITS AND WILL INCLUDE

IDENTIFICATION OF RESTRICTED AREAS REQUIRING ESCORTS

AND FREE ZONES WITH SECURE AREAS.

2. CONSTRUCTION PHASING AND SEQUENCING REQUIREMENTS:

A. PHASE 1: CONSTRUCTION OF THE PARKING AREA,

LIGHTING, UTILITIES, LANDSCAPING, PAVEMENT

MARKINGS AND STORMWATER TREATMENT FACILITY

SOUTH OF DAYTONA ROAD. PHASE 1 SHALL INCLUDE THE

CONSTRUCTION OF THE NEW PEDESTRIAN CROSS WALK

(ACROSS DAYTONA ROAD) ASSOCIATED SIDEWALKS,

DELINEATION OF PEDESTRIAN SAFE PASSAGEWAYS TO

BUILDING 78 (PMEL), SIGNAGE AND PAVEMENT MARKINGS.

EFFORTS SHALL BE INITIATED UPON NOTICE TO PROCEED

(NTP) AND BE SUBSTANTIALLY COMPLETED IN 120 DAYS

FROM NTP. AREA SHALL BE TURNED OVER FOR

GOVERNMENT USE AT SUBSTANTIAL COMPLETION.

DURING THIS PHASE CONTRACTOR SHALL PROCESS AND

COMPLETE ALL DOCUMENTATION AND SUBMITTALS AS

RELATED TO CONSTRUCTION OPERATIONS OF REMAINING

PHASES.

B. PHASE 2: UPON NTP CONTRACTOR SHALL PROCESS AND

COMPLETE ALL DOCUMENTATION AND SUBMITTALS AS

RELATED TO CONSTRUCTION AND AIRFIELD OPERATIONS

INCLUDING THE NEW GENERAL AVIATION ACCESS DRIVE

AND NEW FACILITY CONSTRUCTION EFFORTS TO THE

AIRFIELD SOUTH OF B78 (PMEL). PREPARATION OF SUCH

SUBMITTALS SHALL START AT NTP AND BE SUBMITTED

WITHIN 30 DAYS OF NTP. IT IS ANTICIPATED THAT THE

REQUIRED AIRFIELDS REVIEWS SHALL TAKE

APPROXIMATELY 1 TO 2 MONTHS FOR REVIEW AND

APPROVAL. UPON APPROVALS CONSTRUCTION EFFORTS

WILL INITIATE ON THE INSTALLATION OF THE PROPOSED

NEW GENERAL AVIATION ACCESS DRIVE, MODIFICATIONS

TO THE AIRFIELD FENCE (SOUTH OF B78), NEW MANGATE

AND GATE INSTALLATION, REMOVAL OF LANDSCAPE

ISLANDS, PAVEMENT INSTALLATION, ASSOCIATED

UNDERGROUND UTILITIES, BOLLARDS AND BOLLARD

FARM. THE EXISTING PARKING LOT NORTH OF B85 AND

THE EXISTING DRIVE AISLE LOCATED EAST AND NORTH OF

B78 SHALL REMAIN OPERATIONAL UNTIL THE NEW MAIN

ACCESS DRIVE, PAVEMENT INSTALLATION AND GATES

ARE COMPLETED AND ACCEPTED BY THE GOVERNMENT.

WORK TO BE SUBSTANTIALLY COMPLETED IN TWO

MONTHS AFTER TEMPORARY CONSTRUCTION WAIVER IS

APPROVED BY GOVERNMENT (REFER TO SECTION 01 00 00

FOR ADDITIONAL INFORMATION).

C. PHASE 3: UPON NTP CONTRACTOR SHALL PROCESS AND

COMPLETE ALL DOCUMENTATION AND SUBMITTALS AS

RELATED TO CONSTRUCTION AND AIRFIELD OPERATIONS

INCLUDING THE NEW CYBERSPACE BUILDING (B90)

CONSTRUCTION EFFORTS. PREPARATION OF SUCH

SUBMITTALS SHALL START AT NTP AND BE SUBMITTED

WITHIN 30 DAYS OF NTP. IT IS ANTICIPATED THAT THE

REQUIRED AIRFIELDS REVIEWS SHALL TAKE

APPROXIMATELY 1 TO 2 MONTHS FOR REVIEW AND

APPROVAL. UPON APPROVALS CONSTRUCTION EFFORTS

WILL INITIATE ON THE CONSTRUCTION OF THE SITE WORK

AND NEW CYBERSPACE BUILDING (B90) AND ASSOCIATED

INFRASTRUCTURE. WORK EFFORTS OUTSIDE OF THE

AIRFIELD OPERATIONS MAY INITIATE AT NTP.

3. BUILDING 78 (PMEL) OPERATIONS CONDUCTS TESTING THAT

CAN BE AFFECTED BY CONSTRUCTION ACTIVITIES THAT

GENERATE VIBRATIONS IN THE GROUND (I.E.: HEAVY EARTH

MOVING, COMPACTION EQUIPMENT, ETC.) AND REQUIRES A 15

DAY ADVANCE NOTICE BEFORE THE WORK STARTS.

4. OPEN TRENCHES, EXCAVATIONS, AND STOCKPILED MATERIAL

AT THE CONSTRUCTION SITE SHOULD BE PROMINENTLY

MARKED WITH ORANGE FLAGS AND LIGHTED WITH FLASHING

RED OR YELLOW LIGHT UNITS DURING HOURS OF

RESTRICTED VISIBILITY AND/OR DARKNESS.

5. CRANE/HOIST OPERATIONS:

A. COORDINATION WITH AIRFIELD OPERATIONS IS REQUIRED

IF THE HEIGHT OF AN EQUIPMENT WHILE IN OPERATION

WILL PENETRATE ANY OF THE AIRFIELD OPERATION

PLANE SURFACES (CLEAR ZONES).

B. IF EQUIPMENT PENETRATES THE OPERATION PLANE

SURFACES (CLEAR ZONES) AN FAA 7460-1, NOTICE OF

PROPOSED CONSTRUCTION ALTERATION, WILL REQUIRE

SUBMITTAL AND APPROVAL PRIOR TO CONSTRUCTION

START.

7. REFER TO SPECIFICATION SECTIONS 01 00 00 - ADDITIONAL

SPECIAL REQUIREMENTS, SECTION 01 11 00 - SUMMARY OF

WORK, 01 14 00 - WORK RESTRICTIONS FOR ADDITIONAL

REQUIREMENTS FOR CONSTRUCTION.

8. CONTRACTOR SHALL COORDINATE THE LIMITS OF

PERMANENT PAVEMENT MARKINGS INSTALLATION,

INCLUDING MATERIAL , SIZE, AND TYPE, WITH THE BASE

AIRFIELD MANAGER AT LEAST 45 DAYS PRIOR TO

INSTALLATION. AIRFIELD CONSTRUCTION OF TEMPORARY

AND PERMANENT PAVEMENT MARKINGS SHALL FOLLOW

CRITERIA PER UFC 3-260-04.

PHASE 2 - CONSTRUCTION LIMITS, REFER TO NOTE 2.B.

PHASE 3 - CONSTRUCTION LIMITS, REFER TO NOTE 2.C.

NEW GATE IN 6 FT

CONSTRUCTION FENCE

GENERAL PARKING APRON

(CONTRACTOR STAGING /

LAYDOWN AREA)

EXISTING PARKING

(NO CONTRACTOR PARKING)

PLASTIC WATER FILLED

JERSEY BARRIERS

PLASTIC WATER FILLED

JERSEY BARRIERS

NEW BUILDING 90

CYBERSPACE

TEST FACILITY

EXISTING PERIMETER

ROAD NOT IN USE

DURING CONSTRUCTION

EXISTING FENCE

NEW 6 FT

CONSTRUCTION FENCE

THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESS TO THE

MAIN ENTRANCE OF THE EXISTING FACILITIES AND PARKING LOT

APPROACHES ADJACENT TO THE PROJECT SITE AND

SPECIFICALLY PMEL BUILDING (PHASE 1).

NEW GENERAL AVIATION

ACCESS DRIVE

/28

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AMENDMENT 0002

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SHEET

IDENTIFICATION

US Army Corps of

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GENERAL CIVIL NOTES

GENERAL:

1. BENCHMARK FOR CONSTRUCTION HAS BEEN PROVIDED ON SHEET V-102.

2. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE IN

STRICT ACCORDANCE WITH THE MINIMUM ENGINEERING AND

CONSTRUCTION STANDARDS ADOPTED BY THE U.S, ARMY CORPS OF

ENGINEERS (USACE) MOBILE DISTRICT. WHERE CONFLICTS OR OMISSIONS

EXIST, THE USACE (MOBILE DISTRICT) STANDARDS SHALL DICTATE.

SUBSTITUTIONS AND DEVIATION FROM PLANS AND SPECIFICATIONS SHALL

BE PERMITTED ONLY WHEN WRITTEN APPROVAL HAS BEEN ISSUED BY

THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).

3. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED

AS PER SPECIFICATI0NS (SUBMITTALS).

4. ANY PENALTIES, STOP WORK ORDERS OR ADDITIONAL WORK RESULTING

FROM THE CONTRACTOR BEING IN VIOLATION OF THE REQUIREMENTS

ABOVE, SHALL BE FULLY BORNE BY THE CONTRACTOR.

5. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND

TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF

THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR

SHALL EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITIES,

WHETHER SHOWN ON THE PLAN OR LOCATED BY THE UTILITY COMPANY.

ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION

SHALL BE BROUGHT TO THE ATTENTION OF THE COR FIRST.

6. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL

UNDERGROUND INSTALLATIONS OF EVERY KIND, INCLUDING LANDSCAPE

SPRINKLERS LINES, SHALL BE PLACED BENEATH THE PAVEMENT AND ITS

EDGES PRIOR TO THE CONSTRUCTION OF THE PAVEMENT. THE

PAVEMENT SHALL NOT BE CUT WITHOUT PRIOR APPROVAL OF THE COR.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING ANY

CONSTRUCTION ACTIVITIES FROM TAKING PLACE OUTSIDE OF THE LIMITS

OF CONSTRUCTION SHOWN ON THE PLANS. ANY ON-SITE OR OFFSITE

AREAS DISTURBED BY CONTRACTOR OR SUB CONTRACTOR (EQUIPMENT

AND/OR PERSONNEL VEHICLES) SHALL BE RESTORED TO ORIGINAL

CONDITION OR BETTER.

8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE EXISTING SITE

CONDITIONS OF SOIL PRIOR TO NOTICE TO PROCEED. CONTRACTOR TO

DETERMINE IF ANY OFF SITE MATERIALS WILL NEED TO BE IMPORTED TO

ACHIEVE THE GRADES SPECIFIED ON THE PLANS.

9. CONTRACTOR TO PERFORM FIRE FLOW TEST ON ALL ADJACENT FIRE

HYDRANTS. FINAL FLOW TESTS AT THE END OF THE PROJECT WILL BE

REQUIRED ON ALL NEW FIRE HYDRANTS INSTALLED.

10. ALL PERMITTING AND REGULATORY COORDINATION MUST BE

CONDUCTED THROUGH THE EGLIN AFB CIVIL ENGINEER WITH THE

EXCEPTION OF THE NPDES CONSTRUCTION PERMIT, WHICH THE

CONTRACTOR MUST COORDINATE DIRECTLY WITH FDEP, SEE EROSION

CONTROL NOTE 6, THIS SHEET, AND SPECIFICATION SECTION 01 00 00.

ADDITIONAL SPECIAL CONTRACT REQUIREMENTS AND 01 57 19

TEMPORARY ENVIRONMENTAL CONTROLS. THE CONTRACTOR IS NOT TO

CONTACT OR COORDINATE ANY OTHER PERMITTING / REGULATORY

ACTIVITY WITHOUT PRIOR APPROVAL BY EGLIN AFB.

DEMOLITION:

1. THE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS AND LICENSES

FOR PERFORMING THE DEMOLITION WORK AND SHALL FURNISH A COPY

OF SAME TO THE COR PRIOR TO COMMENCING THE WORK. THE

CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE PERMITS.

2. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES OR LOCAL

AUTHORITIES FURNISHING ELECTRICAL, POWER SERVICE SO THEY CAN

REMOVE, RELOCATE, DISCONNECT, CAP OR PLUG THEIR EQUIPMENT IN

ORDER TO FACILITATE DEMOLITION. ALL OTHER UTILITIES (WATER,

TELEPHONE OR SEWER) SHALL BE DISCONNECTED, CAPPED OR PLUGGED

BY THE CONTRACTOR AS DIRECTED BY COR REPRESENTATIVE.

3. THE PAVING MARKED FOR DEMOLITION WHICH INCLUDES ALL ASPHALT,

CONCRETE, BASE, AND RETAINING WALLS (INCLUDING THE FOOTERS)

SHALL BE REMOVED.

4. ANY TREES MARKED FOR DEMOLITION, WHICH INCLUDES THE ROOTS

ASSOCIATED WITH THE TREE SHALL BE FULLY REMOVED. TREES NOT

MARKED FOR REMOVAL SHALL BE PROTECTED FROM DAMAGE.

5. SAW-CUT A SMOOTH STRAIGHT EDGE ON ANY PAVEMENT PROPOSED FOR

DEMOLITION PRIOR TO ITS REMOVAL. PRIOR TO CONNECTING PROPOSED

PAVEMENT TO EXISTING PAVEMENT, THE CONTRACTOR SHALL ENSURE

THAT THE EDGE OF THE EXISTING PAVEMENT IS STRAIGHT AND UNIFORM

PRIOR TO REPAVING.

6. CONTRACTOR TO DIVERT A MINIMUM OF 50%, AND PREFERABLY 75% IF

POSSIBLE, OF THE SOLID WASTE FROM THE LANDFILL. RECYCLE MATERIAL

TO BE SEPARATED AND DIVERTED TO RECYCLING FACILITY.

7. ALL MATERIAL SUCH AS ASPHALT AND CONCRETE SHALL BE STOCKPILED

AND REUSED ON SITE WHERE PRACTICAL. ALL EXCESS WASTE /

RECYCLED MATERIAL NOT RE-USED SHALL BE PROPERLY DISPOSED OF

OFF BASE AT AN APPROVED FACILITY.

OTHER UTILITY INFORMATION:

1. CONTRACTOR SHALL APPLY FOR AN EGLIN AFB DIG PERMIT BEFORE ANY

EXCAVATION IS BEGUN ON THE PROJECT.

2. LANDSCAPING SHALL NOT BE LOCATED WITHIN 3 FEET OF ANY FIRE

HYDRANT AND/OR FIRE DEPARTMENT CONNECTION.

3. WATER FOR FIRE FIGHTING PURPOSES SHALL BE AVAILABLE PRIOR TO

COMBUSTIBLES BEING BROUGHT ON SITE.

STORM DRAINAGE CONSTRUCTION NOTES:

1. UNLESS OTHERWISE NOTED, ALL STORM STRUCTURES SHALL MEET FDOT

STANDARDS.

2. UNLESS OTHERWISE NOTED ON THE PLANS STORM INLETS, MANHOLES,

AND CATCH BASINS SHALL BE PRE-CAST REINFORCED CONCRETE

STRUCTURES OR APPROPRIATE HDPE STRUCTURES SHALL BE REQUIRED

AT EACH CHANGE OF PIPE SIZE, CHANGE IN PIPE DIRECTION, OR PIPE

MATERIAL.

3. ALL SWALES, DITCHES MAXIMUM SIDE AND BACK SLOPES MUST NOT BE

GREATER THAN 4 TO 1, UNLESS OTHERWISE SPECIFIED ON THE PLAN

SHEETS AND SODDING PROVIDED AS STABILIZATION.

4. CONCRETE CURBS SHALL BE SAW CUT 1/4" AT INTERVALS OF TEN FEET

(10') WITH EXPANSION JOINTS AT STREET INTERSECTIONS, STRUCTURES,

AND ALONG CURVES AT SIXTY FEET (60') INTERVALS. ALL EXPANSION

JOINT MATERIAL IS REQUIRED TO BE INSTALLED THROUGH THE ENTIRE

DEPTH OF THE CONCRETE CURB.

5. ORDER OF CONSTRUCTION ACTIVITIES SHALL BE APPROVED BY COR

PRIOR TO CONSTRUCTION.

EARTHWORK, GRADING, STABILIZATION, PAVING AND DRAINAGE:

1. ALL ORGANIC SOILS BELOW UTILITY TRENCHES, PAVEMENT AND

BUILDINGS, SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL

AND COMPACTED TO NO LESS THAN 95% OF THE MODIFIED PROCTOR

MAXIMUM DENSITY (ASTM D-1557).

2. ALL PAVEMENT MARKINGS SHALL BE NON-REFLECTORIZED PAINT UNLESS

OTHER WISE NOTED.

3. THE REINFORCED CONCRETE PIPE SHALL BE CLASS III WITH WALL

THICKNESS "B" CONFORMING TO ASTM C - 76 OR AWWA 302 - 74 AND

GASKETS SHALL BE IN ACCORDANCE WITH ASTM C - 443 OR ASTM D - 412.

4. ALL PIPE CALL OUTS ARE MEASURED CENTER LINE TO CENTER LINE FOR

MANHOLES AND INLETS AND FROM THE END OF THE PIPE FOR MITERED

END SECTIONS.

5. DEWATERING MAY BE REQUIRED. SPECIAL CONDITIONS WILL BE

NECESSARY FOR DEWATERING IF REQUIRED (SEE SPECIFICATIONS).

6. ALL UTILITY PIPES SHALL HAVE 3 FEET MINIMUM COVER UNLESS

OTHERWISE SPECIFIED IN PLANS.

7. PLANS AND SPECIFICATIONS REQUIRE THAT COMPACTED BACKFILL BE

PLACED ALONG SIDE OF AND OVER ALL UTILITIES. TESTING SHALL BE PER

ASUS SPECIFICATIONS AND DETAILS AND CONTRACT SPECIFICATION

SECTION 31 00 00 - EARTHWORK .

8. INSTALL AND MAINTAIN GRASS OR SOD ON EXPOSED SLOPES WITHIN 48

HOURS OF COMPLETED FINAL GRADES, AS NOTED ON PLANS, AND AT ANY

OTHER TIME AS NECESSARY TO PREVENT EROSION, SEDIMENTATION OR

TURBID DISCHARGES TO ANY DOWNSTREAM WATER BODY, WETLAND, OR

OFF-SITE PROPERTY. SODDING ON SLOPES 3:1 AND STEEPER SHALL BE

STAKED.

9. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL

TURBIDITY AND SEDIMENT INCLUDING, BUT NOT LIMITED TO, THE

INSTALLATION OF TURBIDITY BARRIERS AND SILT FENCES AT ALL

LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED

SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE

PROPOSED WORK. TURBIDITY AND SEDIMENT BARRIERS MUST BE

MAINTAINED AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED

AND DISTURBED SOIL AREAS ARE STABILIZED. THE CONTRACTOR SHALL

ALSO BE RESPONSIBLE FOR REMOVING THE BARRIERS. AT NO TIME

SHALL THERE BE ANY OFFSITE DISCHARGE WHICH VIOLATES THE WATER

QUALITY STANDARDS IN CHAPTERS 62-302 AND 62-4, FLORIDA

ADMINISTRATIVE CODE.

EROSION CONTROL NOTES:

1. TEMPORARY STABILIZATION IS REQUIRED OF ALL SOIL LEFT BARE.

MAXIMUM TIME FOR BARE SOIL WITHOUT COVER WILL BE 14 DAYS.

2. PERMANENT SOIL STABILIZATION REQUIRED FOR ALL DISTURBED AREAS

OF THE SITE.

3. STORMWATER INLETS AND STRUCTURES SHOULD BE PROTECTED FROM

SOIL DEPOSITION FIRST, TO PREVENT SOIL LOSS DURING THE

CONSTRUCTION PROCESS.

4. REQUIRED INSPECTIONS BY CONTRACTOR DURING CONSTRUCTION:

a. ONCE EACH WEEK OR WITHIN 24 HRS OF A STORM EVENT

(GREATER THAN 1/2 IN.) INSPECT ALL CONTROL MEASURES.

b. REPAIR ALL DAMAGED AREAS WITHIN 24 HRS OF

DISCOVERY.

c. REMOVE ANY BUILT-UP SEDIMENT AROUND FENCES THAT

REACHES 1/3 OF THE SILT FENCE HEIGHT, REMOVE

SEDIMENT THAT COLLECTS IN DRAINAGE BASINS AND

EXFILTRATION TRENCHES.

d. SILT FENCES SHOULD BE INSPECTED FOR DEPTH OF

SEDIMENT AND TEARS TO INSURE FABRIC HAS NOT PULLED

AWAY FROM POSTS.

e. INSPECT ALL TEMPORARY AND PERMANENT SOIL

STABILIZATION FOR WASHOUTS OR BARE SPOTS.

f. INSPECTION REPORTS MUST BE AVAILABLE FOR

INSPECTION AT ALL TIMES. THE SITE SUPERINTENDENT OR

QUALIFIED STORMWATER INSPECTOR SHALL CONDUCT ALL

INSPECTIONS AND MAINTAIN REPORTS.

g. DATES OF ALL MAJOR GRADING ACTIVITIES MUST BE

RECORDED AND MAINTAINED WITH SITE INSPECTIONS WHEN

MAJOR GRADING HAS CEASED IN ANY AREA, THE DATE

MUST ALSO BE RECORDED.

h. INSPECTION AND RECORD KEEPING SHALL BE IN

ACCORDANCE WITH THE PROJECT NPDES PERMIT

REQUIRED TO BE OBTAINED THROUGH FDEP.

5. GOOD HOUSEKEEPING. THE SITE SHOULD BE KEPT IN AN ORDERLY

FASHION, THE CONTRACTOR SHALL INSURE THE FOLLOWING ITEMS ARE

ADDRESSED.

a. AN EFFORT TO STORE ONLY WHAT IS NEEDED ON THE SITE.

b. KEEP ALL STORED MATERIALS IN A NEAT AND ORDERLY

FASHION IN THE ORIGINAL CONTAINERS WHEN POSSIBLE.

c. FOLLOW ALL MANUFACTURERS RECOMMENDED

PROCEDURES FOR DISPOSAL OF WASTE MATERIAL.

d. INSPECT DAILY TO ENSURE WASTE MATERIAL IS DISPOSED

OF PROPERLY.

6. THIS PROJECT HAS GREATER THAN ONE ACRE OF DISTURBED SOIL AND

REQUIRES AN NPDES PERMIT. SWPPP WILL BE PREPARED BY THE

CONTRACTOR AND MUST BE SIGNED BY THE CONTRACTOR AND

SUB-CONTRACTORS FOR COMPLIANCE BEFORE THE NTP IS APPROVED.

CONTRACTOR WILL PREPARE THE NOI APPLICATION, SHALL BE THE

SIGNATORY AUTHORITY / APPLICANT AND SHALL SUBMIT FOR THE NPDES

PERMIT THROUGH FDEP, ONCE APPROVED BY COR REPRESENTATIVE.

CONTRACTOR TO VERIFY THE PROJECT SWPPP IS IN ACCORDANCE WITH

(IAW) THE OVERALL EGLIN AFB SWPPP.

SPILL CONTROL NOTES:

1. IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT

PRACTICES DISCUSSED IN THE PREVIOUS NOTES OF THIS PLAN, THE

FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND

CLEANUP IAW PROJECT SPECIFICATION SECTION 01 57 19.

a. ALL SPILLS WILL BE REPORTED TO THE AIR FORCE

IMMEDIATELY TO EGLIN AFB ENVIRONMENTAL DEPARTMENT

(850.240.1628) PRIOR TO ANY CLEAN UP, AND IF AN

IMMEDIATE EMERGENCY CALL 911 FIRST. POINT OF

CONTACT IS ROBERT (BRUCE) STIPPICH.

b. ALL SPILL PREVENTION, CONTROL, CLEAN UP AND/OR

DISPOSAL SHALL BE IAW PROJECT SPECIFICATION SECTION

01 57 19.

SURVEY:

1. HORIZONTAL COORDINATES BASED ON FLORIDA STATE PLANE - NORTH

ZONE (NAD83), US SURVEY FEET. SURVEY PERFORMED BY SAM, LLC.

2. ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD88) UNITED STATES COASTAL AND GEODETIC SURVEY (U.S.C. & G.S.),

AS DETERMINED BY SAM, LLC.

3. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND

PROPERTY MONUMENTS. IF A MONUMENT IS DISTURBED, THE

CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF RECORD FOR

REINSTALLATION OF THE MONUMENT.

4. ALL CONSTRUCTION LINES AND GRADES SHALL BE ESTABLISHED AND

MAINTAINED BY THE CONTRACTOR.

OUTAGES:

1. CONTRACTOR SHALL COORDINATE ALL UTILITY OUTAGES A MINIMUM OF 14

WORKING DAYS PRIOR TO THE SCHEDULED EVENT WITH COR

REPRESENTATIVE AND ASUS.

2. TEMPORARY UTILITY TIE-INS: FOR TEMPORARY UTILITY TIE-INS, (I.E.

CONTRACT'S TRAILER) ELECTRICITY AND POTABLE WATER ARE USUALLY

AVAILABLE ON EGLIN AND THE CONTRACTOR MAY TIE INTO THESE. BOTH

TIE-INS MUST MEET CODE REQUIREMENTS, MUST BE METERED WITH

APPROVED REMOTE READABLE METERS, AND THE CONTRACTOR SHALL

PROVIDE ALL MANPOWER/EQUIPMENT FOR THESE TIE-INS. EGLIN WILL

ONLY PERFORM THE FINAL ELECTRICAL TIE-IN TO BASE LINES; ALL OTHER

WORK WILL BE ACCOMPLISHED BY THE CONTRACTOR.

3. CONTRACTOR AWARDED THIS PROJECT IS RESPONSIBLE FOR

MONITORING CONSTRUCTION AND SUBMITTING TO THE DISTRICT/FDEP

NOTICE OF CONSTRUCTION COMMENCEMENT AND AS-BUILT

CERTIFICATIONS FOR THE PROJECT WHEN COMPLETED THE CONTRACTOR

SHALL UTILIZE A PROFESSIONAL ENGINEER TO MONITOR THE

CONSTRUCTION ACTIVITIES FOR THE WATER, SEWER AND STORM WATER

IMPROVEMENTS PER THE CONDITIONS OF THE APPROVED PERMITS. A

PROFESSIONAL ENGINEER IS REQUIRED BY PERMIT CONDITIONS TO

SUBMIT THE CONSTRUCTION COMPLETION PERMITS TO THE PERMITTING

AGENCIES

GAS NOTES:

1. OKALOOSA GAS DISTRICT FACILITIES ARE AVAILABLE IN THE AREA

ADJACENT TO THE PROJECT SITE. NO IMPROVEMENTS ARE EXPECTED TO

THE NATURAL GAS INFRASTRUCTURE AS PART OF THE PROJECT.

2. SHORT DURATION OUTAGES WILL BE PERMITTED AND MUST BE APPROVED

BY THE CONTRACTING OFFICER, GAS MAIN SHUTDOWNS/OUTAGES SHALL

LAST NO LONGER THAN 60 MINUTES AND CAN OCCUR NO MORE THAN 2

TIMES DURING THE CONSTRUCTION PERIOD.

SPECIAL REQUIREMENTS:

1. THIS PROJECT REQUIRES WORK ON THE EXISTING SANITARY SEWER

SYSTEM. THE EXISTING SANITARY SEWER SYSTEM MUST REMAIN IN

OPERATION DURING CONSTRUCTION. SHORT DURATION OUTAGES WILL BE

PERMITTED AND MUST BE APPROVED BY THE CONTRACTING OFFICER.

SANITARY SEWER SHUTDOWNS/OUTAGES SHALL LAST NO LONGER THAN

60 MINUTES, AND CAN OCCUR NO MORE THAN 4 TIMES DURING THE

CONSTRUCTION PERIOD. NO SHUTDOWN/OUTAGES SHALL OCCUR DURING

WET WEATHER EVENTS. THE CONTRACTOR SHALL COORDINATE ALL

SHUTDOWNS/OUTAGES WITH THE USACE AND BASE CIVIL ENGINEERING

OFFICE.

2. WATER AND SEWER, DESIGN AND CONSTRUCTION, SHALL CONFORM WITH

THE REQUIREMENTS SET FORTH BY THE AMERICAN STATES UTILITIES

SERVICES, INC. (ASUS) STANDARD DETAILS AND SPECIFICATIONS

INCLUDED IN CONTRACT DOCUMENTS APPENDIX I FOR REFERENCE TO

THE WORK THEY WILL BE PERFORMING FOR COORDINATION PURPOSES

BY THE GENERAL CONTRACTOR.

3. THE CONTRACTOR SHALL SUBMIT THE TEMPORARY AIRFIELD SECURITY

FENCING AND/OR FOREIGN OBJECT DEBRIS/DAMAGE (FOD) TEMPORARY

FENCING LOCATION AND PAVEMENT MARKINGS FOR APPROVAL BY THE

BASE ENGINEER AND SECURITY FORCES PRIOR TO CONSTRUCTION

ACTIVITIES COMMENCING AT THE PROJECT SITE. THE TEMPORARY

AIRFIELD SECURITY FENCE SHALL FOLLOW DESIGN CRITERIA AS STATED

ON THE ENGINEERING DESIGN MANUAL, EGLIN AIR FORCE BASE (AFB)

FLORIDA, FEBRUARY 2019 AND UFC 3-260-01, APPENDIX B SECTION 14. THE

TEMPORARY AIRFIELD SECURITY FENCING SHALL BE INSTALLED BEFORE

EXISTING FENCE CAN BE REMOVED. TEMPORARY FENCE CANNOT BE

WITHIN 50 FEET OF REDLINE. TEMPORARY FENCE SHALL BE 6 FEET HIGH

(MINIMUM) CHAIN LINK WITH TOP AND BOTTOM RAILS AND MESH FABRIC

SCREENING. THE TEMPORARY AIRFIELD SECURITY FENCE SHALL HAVE

MOUNTED SIGNS AT 100 FEET ON CENTERS IDENTIFYING A “CONTROLLED

AREA” SIGN LEGEND.

4. CONTRACTOR SHALL COORDINATE THE LIMITS OF PERMANENT PAVEMENT

MARKINGS INSTALLATION, INCLUDING MATERIAL , SIZE, AND TYPE, WITH

THE BASE AIRFIELD MANAGER AT LEAST 45 DAYS PRIOR TO INSTALLATION.

AIRFIELD CONSTRUCTION OF TEMPORARY AND PERMANENT PAVEMENT

MARKINGS SHALL FOLLOW CRITERIA PER UFC 3-260-04.

5. CONSTRUCTION ACTIVITIES ON THE AIRFIELD, IN PROXIMITY TO, OR

AFFECTING AIRCRAFT OPERATIONAL AREAS OR NAVIGABLE AIRSPACE,

SHALL BE COORDINATED WITH ALL AIRFIELD USERS BEFORE INITIATING

SUCH ACTIVITIES. IN ADDITION, BASIC RESPONSIBILITIES MUST BE

IDENTIFIED AND ASSIGNED PROCEDURES DEVELOPED AND DISSEMINATED

TO INSTRUCT CONSTRUCTION PERSONNEL IN AIRPORT PROCEDURES AND

FOR MONITORING CONSTRUCTION ACTIVITIES FOR CONFORMANCE WITH

SAFETY REQUIREMENTS. THESE AND OTHER SAFETY CONSIDERATIONS

SHALL BE ADDRESSED IN THE EARLIEST STAGES OF PROJECT

FORMULATION AND INCORPORATED IN THE CONTRACT SPECIFICATIONS,

THE WORK ORDER PROJECT REQUIREMENTS CHECKLIST, AND/OR OTHER

PROJECT GUIDANCE DOCUMENTS DEVELOPED FOR IN-HOUSE.

CONSTRUCTION PROJECTS. THE QUALITY ASSURANCE PERSONNEL,

AIRFIELD MANAGER, AND CONTRACT ADMINISTRATOR SHOULD CLOSELY

MONITOR CONSTRUCTION ACTIVITY THROUGHOUT ITS DURATION TO

ENSURE CONTINUAL COMPLIANCE WITH SAFETY REQUIREMENTS

DELINEATED ON THE PROJECT PLANS. THE QUALITY ASSURANCE

PERSONNEL, AIRFIELD MANAGER, AND CONTRACT ADMINISTRATOR

SHOULD CLOSELY MONITOR CONSTRUCTION ACTIVITY THROUGHOUT ITS

DURATION TO ENSURE CONTINUAL COMPLIANCE WITH SAFETY

REQUIREMENTS.

/24

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AMENDMENT 0002

/28

/20

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

U S

R M

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B U

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T I O

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CI002FTFA 163007

A B

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M E

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A N

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LEGEND

TOPOGRAPHY

1 FT CONTOUR (EXISTING GRADE)

1 FT CONTOUR (FINISH GRADE)

DIRECTION OF FLOW

EXISTING SPOT ELEVATION

NEW SPOT ELEVATION

NEW TOP OF CURB ELEVATION

NEW EDGE OF PAVEMENT ELEVATION

DEMOLITION

LIMITS OF CONSTRUCTION

DEMOLITION (ITEM)

DEMOLITION (LINEAR)

DEMOLITION (AREA)

EROSION & SEDIMENT CONTROL

SILT FENCE

INLET PROTECTION

PAVING

NEW ASPHALT PAVEMENT

EXISTING ASPHALT PAVEMENT

EXISTING CONCRETE PAVEMENT

NEW CONCRETE PAVEMENT

NEW GRAVEL

DETECTABLE WARNINGS

CONTROL JOINT

EXPANSION JOINT

DRAINAGE

NEW STORM MANHOLE

NEW TYPE C STORM INLET

NEW STORM DRAIN PIPE

NEW STORM YARD DRAIN

NEW STORM DRAIN CLEANOUT

NEW SWALE

NEW MES

NEW RIP-RAP

NEW TYPE E STORM STRUCTURE

UTILITIES

NEW SANITARY SEWER MANHOLE

NEW SANITARY SEWER LINE

NEW FIRE WATER MAIN

NEW WATER MAIN

BACKFLOW PREVENTER (BFP)

FIRE DEPARTMENT CONNECTION (FDC)

NEW FIRE HYDRANT

POST INDICATOR VALVE

WATER VALVE

CONNECTION POINT TO EXISTING UTILITY

SITE FEATURES

BASELINE

33' UNOBSTRUCTED SPACE

CONSTRUCTION FENCE

REMOVABLE BOLLARD

FIXED BOLLARD

SOIL BORING

NOTE: REFER TO SHEET V-100 FOR EXISTING CONDITIONS LEGEND

ELEVELEV

LOC

SD SD SD

SS SS SS

F F F

W W W

BFP

PIV

X X X X X X X X X X X

BORING ID

TOC ELEV

EOP ELEV

(17)

ABBREVIATIONS

ACP ASBESTOS CEMENT PIPE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALUM ALUMINUM

ALT ALTERNATE

APPROX APPROXIMATE

BD BOARD

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BLT BUILT

BRK BRICK

BRKR BREAKER

BSMT BASEMENT

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR

CMP CORRUGATE METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

CONC CONCRETE

CU COPPER

CU FT CUBIC FOOT

CU IN CUBIC INCH

CU YD CUBIC YARD

DIA/Ø DIAMETER

DBL DOUBLE

DBT DRY-BULB TEMPERATURE

DEG DEGREE

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DISC DISCONNECT

DIP DUCTILE IRON PIPE

DL DEAD LOAD

DN DOWN

DOWN SPOUT

DOWN STREAM

DWG DRAWING

EF EXHAUST FAN

FFE FINISH FLOOR ELEVATION

ERCP

ELLIPTICAL REINFORCED

CONCRETE PIPE

EX EXISTING

EXH EXHAUST

EXP JT /EJ EXPANSION JOINT

EXT EXTERIOR

FH FIRE HYDRANT

FIN FINISH

FL FLOOR

FLUOR FLUORESCENT

FP FIREPLACE

FR FIRE RATING

FT FOOT/FEET

FTG FOOTING

GALV GALVANIZED

GB GRADE BREAK

GFI

GROUND FAULT CIRCUIT

INTERRUPT

GOV'T GOVERNMENT

GRFL GROUND FLOOR

GV GATE VALVE

GYP GYPSUM

HC HOLLOW CORE

HDG HOT DIPPED GALVANIZED

HDPE

HIGH DENSITY

POLYETHELYNE

HDR HEADER

HDWR HARDWARE

HOR, H

HORIZONTAL

HP HORSEPOWER

HT HEIGHT

HTR HEATER

HV HIGH VOLTAGE

HVAC

HEATING, VENTILATING AND

AIR CONDITIONING

HWY HIGHWAY

ID INSIDE DIAMETER

IN INCH

INCAND INCANDESCENT

INCL INCLUDED

INSUL INSULATION

INT INTERIOR

INV EL INVERT ELEVATION

JST JOIST

KD KILN DRIED

KW KILOWATT

KWH KILOWATT HOUR

LAM LAMINATED

LAV LAVATORY

LB POUND

LTG LIGHTING

LGTH LENGTH

LIN LINEAR

LL LIVE LOAD

MANUF MANUFACTURE

MAX MAXIMUM

MEG MEET EXISTING GRADE

MES MITERED END SECTION

MF MILL FINISH

MIN MINIMUM

MJ MECHANICAL JOINT

MLDG MOLDING

MHW MEAN HIGH WATER

MHHW MEAN HIGHER HIGH WATER

MLW MEAN LOW WATER

MLLW MEAN LOWER LOW WATER

MSL MEAN SEA LEVEL

MOD MODIFICATION

NTS NOT TO SCALE

NO./# NUMBER

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFC OFFICE

O/H OVER HEAD

OPP OPPOSITE

PARTN PARTITION

PC PORTLAND CEMENT

PCF POUNDS PER CUBIC FOOT

PE PROFESSIONAL ENGINEER

PERF PERFORATE

PERP PERPENDICULAR

PL PLATE

PLG PILING

PLYWD PLYWOOD

PNL PANEL

POD POINT OF DEMARKATION

PREFAB PREFABRICATED

PRELIM PRELIMINARY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PVC POLYVINYL CHLORIDE

QS QUARTER SAWN

R RADIUS

RCP

REINFORCED CONCRETE

PIPE

RCPT RECEPTACLE

REBAR REINFORCING BAR

REFRIG REFRIGERATION

REINF REINFORCING

RFG ROOFING

RGH ROUGH

RM ROOM

RO ROUGH OPENING

RS ROUGH SAWN

SC SOLID CORE

SCH SCHEDULE

SDG SIDING

SECT SECTION

SFTWD SOFTWOOD

SGD SLIDING GLASS DOOR

SH SHINGLES

SPEC SPECIFICATION

SPR SPRUCE

SQ SQUARE

SQ FT SQUARE FOOT

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS STAINLESS STEEL

STL STEEL

SUB FL SUBFLOOR

SUP SUPPLY

SW SWITCH

SYM SYMMETRICAL

SYP SOUTHERN YELLOW PINE

SYS SYSTEM

S4S SURFACED FOUR SIDES

TBM TEMPORARY BENCHMARK

TCP TERRA COTTA PIPE

TEL TELEPHONE

THK

THICK, THICKNESS

T&G TONGUE-AND-GROOVE

TOB TOP OF BANK

TOC TOP OF CURB

TOS

TOP OF SIDEWALK /

TOE OF SLOPE

TOW TOP OF WALL

TYP TYPICAL

UE UNDERGROUND ELECTRIC

UG UNDER GROUND

UNDERWRITERS

LABORATORIES, INC

US UPSTREAM

V VOLT

VB VALVE BOX

VCP VITRIFIED CLAY PIPE

VENT VENTILATOR

VERT, V

VERTICAL

VIF VERIFY IN FIELD

VOL VOLUME

VP VENT PIPE

VTR VENT THRU ROOF

W WATER

WBT WET BULB TEMPERATURE

WC WATER CLOSET

WD WOOD

WM WATER METER

WP WATERPROOF

WWF WELDED WIRE FABRIC

YD YARD

AMENDMENT 0002

/28

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15.2

STO

O P

FOD

F O D

L O A D

Z O N E

STOP

S D

BMBM

B78 FDC

E E

W x

W x W x

W x

W x W x

W x

W x W x

W x

G x

N G x

G x

N G x

G x

S x

S S x

S x

D x

W x

D x

W x W x

D x

S D x

S D x S

D x

S D x

D x

S D x

D x

W x

S S x

545900

545800

545700

545900

546100

546300

546200

546400

546600

546100

546600

546200

FOD FOD

FOD

F O

FOD

F O

FOD

F O

0 60' 120'

DEMOLITION NOTES:

1. CONTRACTOR SHALL COORDINATE UTILITY DEMOLITION

WITH CONTRACTING OFFICER. VERIFY ALL UTILITIES

NOTED FOR DEMOLITION HAVE BEEN SHUT OFF AND

ABANDONED PRIOR TO ANY WORK

2. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR

TO BEGINNING CONSTRUCTION ACTIVITIES. COORDINATE

WITH CONTRACTING OFFICER AND NOTIFY IMMEDIATELY

OF ANY DISCREPANCY WITH UTILITY LOCATIONS. EACH

CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE

TO UTILITIES CAUSED BY THEIR CONSTRUCTION

ACTIVITIES.

3. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC

CONTROL PLAN FOR APPROVAL BY CONTRACTING

OFFICER AND BASE ENGINEER PRIOR TO STARTING

CONSTRUCTION ACTIVITIES. TEMPORARY TRAFFIC

CONTROL PLAN SHALL COMPLY WITH FDOT MAINTENANCE

AND TRAFFIC DESIGN REQUIREMENTS, SPECIFICATIONS,

AND 600 SERIES INDEXES LATEST EDITION.

4. CONTRACTOR SHALL PERFORM AIRFIELD DEMOLITION AS

NECESSARY AT THE LOCATION OF AN EXISTING

CONCRETE JOINT.

48 HOURS BEFORE DIGGING

1-800-432-4770

SUNSHINE STATE ONE CALL CENTER

CALL 811

TOLL FREE

Know what's below.

Call before you dig.

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

U S

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OVERALL DEMOLITION PLAN

1" = 60'

BLDG.

CD102

WASH

RACK

T A

X I L

A N

CD104

STRUCTURE(S) TO BE REMOVED BY

GOVERNMENT PRIOR TO CONTRACTOR

COMMENCING WORK

UTILITY DEMOLITION

FOD FENCE

FOD

REFER TO GC004

AND GC005

FOR ADDITIONAL

LIMITS OF FOD FENCE

REFER TO GC004

AND GC005

FOR ADDITIONAL

LIMITS OF FOD FENCE

DEMOLITION NOTES

1. FOR EXISTING CONDITIONS LEGEND REFER TO SHEET

V-100.

2. FOR PROPOSED WORK LEGEND REFER TO SHEET CI002.

3. REFER TO GC004 AND GC005 FOR PROPOSED FOREIGN

OBJECT DEBRIS (FOD) AND CONSTRUCTION FENCE

LOCATIONS.

/24

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AMENDMENT 0002

TAXILANE "T"

CURB/GUTTER DEMOLITION

CLEARING AND GRUBBING

DEMOLITION LEGEND

CONCRETE REMOVAL

STRUCTURE AND PAVEMENT

DEMOLITION

BUILDING 78

FFE = 56.80

CD105

GENERAL

AVIATION

RAMP

BLDG.

85T

CD103

S D

W x

W x W x W x W x W x W x

W x

W x W x

W x

N G

G x

N G x

S S x

S D x

D x

S D x

D x

S D x

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

B78 FDC

0 30' 60'

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

U S

R M

O R

N G

I N

E E

R S

D E

S I G

N E

B U

L L

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D D

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KEY MAP

1" = 300'

PARKING DEMOLITION PLAN NORTH

1" = 20'

ENTRANCE

DRIVE

D A

Y T

O N

O A

EXISTING

ASPHALT

PARKING

EXISTING ASPHALT

PARKING

INSTALL TREE

PROTECTION

(TYP)

DEMOLITION KEYNOTES

KEY NOTE:

REMOVE EXISTING BUILDING 85T AND

ASSOCIATED INFRASTRUCTURES

REMOVE EXISTING STORM STRUCTURE

REMOVE CONCRETE SIDEWALK

REMOVE EXISTING STORM PIPE

DEMO EXISTING PAVILION

REMOVE BOLLARDS & CONCRETE BASE

REMOVE FENCE

REMOVE EXISTING ASPHALT DRIVEWAY

REMOVE EXISTING SANITARY STRUCTURE

PROTECT EXISTING SANITARY SEWER

SYSTEM AND END SECTIONS

REMOVE EXISTING CULVERT

LIMITS OF ASPHALT REMOVAL AND

PROVIDE A SMOOTH SAW CUT EDGE

REMOVE CURB AND GUTTER

PROTECT EXISTING COMMUNICATION BOX

& LINES

REMOVE EXISTING LIGHT POLE

REMOVE EXISTING WATER LINE

REMOVE EXISTING FIRE HYDRANT

REMOVE PARKING MARKINGS (6 TYP)

REMOVE & DISPOSE OF DITCH PAVEMENT

TREE PROTECTION

BUILDING 24

1 STORY BLOCK

F.F.E.=52.71

COMMUNICATIONS BELOW

GROUND VAULT

DEMOLITION NOTES

1. FOR EXISTING CONDITIONS LEGEND REFER TO SHEET

V-100.

2. FOR PROPOSED WORK LEGEND REFER TO SHEET CI002.

3. REFER TO GC004 AND GC005 FOR PROPOSED FOREIGN

OBJECT DEBRIS (FOD) AND CONSTRUCTION FENCE

LOCATIONS.

/24

/20

/28

/20

AMENDMENT 0002

CURB/GUTTER DEMOLITION

CLEARING AND GRUBBING

UTILITY DEMOLITION

LEGEND

CONCRETE REMOVAL

STRUCTURE AND PAVEMENT

DEMOLITION

STRUCTURE(S) TO BE REMOVED BY

GOVERNMENT PRIOR TO CONTRACTOR

COMMENCING WORK

M A

T C

I N

H E

CONTRACTOR TO PROVIDE SAFE PEDESTRIAN

PASSAGE DURING CONSTRUCTION

CD104

CD102

CD103

CD105

AutoCAD SHX Text

DAYTONA ROAD

A D

Z O N E

X X

F O D

20'

32'

33'

5+006+006+80

20'

18'

16'

12'

19'

F x

END TYPE "F" CURB

AND GUTTER

END RIBBON CURB

Sta: 4+01.59

Off: 10.00 L

0 20' 40'

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

U S

R M

O R

N G

I N

E E

R S

D E

S I G

N E

B U

L L

O C

I C

S S

O C

I A

T E

E R

V A

N T

E E

U I T

P E

N S

A C

O L

L O

R I D

2 3 4 5

D R

A W

S B

P L

L E

S I Z

C K

P L

D A

T E

S O

L I C

I T

A T

I O

C O

N T

R A

P R

O J E

B E

F I L

A M

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R x

M O

B I L

I S

T R

I C

M O

B I L

L A

B A

M A

M E

C Y

B E

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P A

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L O

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C K

M E

I E

E R

T H

S T

A N

T E

O R

A L E

M E

F C

S D

W G

BUILDING SITE PLAN NORTH

1" = 20'

NEW

BUILDING 90

FFE = 57.5

BUILDING 78

FFE = 56.80

SWMF 1A

SWMF 2

NEW SECURITY FENCE

33' UNOBSTRUCTED SPACE

MECHANICAL

YARD

TYPE "F" CURB

AND GUTTER

MATCH LINE SHEET CS102

WASH

RACK

GENERAL

AVIATION

RAMP

LEGEND

NEW BUILDING

33' UNOBSTRUCTED SPACE

LIGHT DUTY ASPHALT PAVEMENT

NEW 12" CONCRETE PAVEMENT

EQUIPMENT YARD GRAVEL MATERIAL

NOTES:

1. REFER TO SHEET V-100 FOR EXISTING SITE LEGEND

2. REFER TO SHEET CI002 FOR NEW WORK LEGEND

3. REFER TO SHEET CL101-CL601 FOR ADDITIONAL

HORIZONTAL CONTROL INFORMATION.

NEW 4" CONCRETE SIDEWALK

EXISTING BUILDING

POV PARKING SPACE COUNT41

PEDESTRIAN CROSSWALK

MATCH LINE

TYPE 'F' CURB AND GUTTER

TRAFFIC FLOW DIRECTION

EXISTING PAVEMENT MARKING

EXISTING ASPHALT PAVEMENT

NEW 6" CONCRETE PAVEMENT

CR-X CURB RAMP TYPE, FDOT INDEX 522-002

KEY MAP

1" = 300'

CS105

CS104

CS102

CS101

CS103

SWMF 1B

SECURITY FENCE

CS505

PERSONNEL

GATE

CS506

CS501

FIXED BOLLARDS

CS503

PEDESTRIAN

CROSSWALK

CS503

SEE STRUCTURAL SHEETS FOR LANDING

TOB

TOS

TOB

TOS

T O

AIRFIELD RAMP

CONCRETE PAVEMENT

CS502

REMOVABLE BOLLARDS

(3.5' OC TYP )

CS503

REMOVABLE

BOLLARD

STORAGE

CS503

CHILLER

CHILLER, SEE

MECHANICAL PLANS FOR

DESIGN

TRANSFORMER

GENERATOR,

SEE ELECTRICAL PLANS

FOR DESIGN

MAIN ACCES

DRIVE BASELINE

TRUCK ACCESS BASELINE

LOADING DOCK SECTION

REFER TO STRUCTURAL PLANS

(S-401/S-403) FOR DESIGN

CONCRETE

SIDEWALK

CS504

CONCRETE

SIDEWALK

CS504

SUMP PUMP SYSTEM

CS502

CONCRETE

SIDEWALK

CS504

TRUCK RAMP

PAVEMENT

CS501

CONCRETE STAIR, (2) RISERS @ 7", (1) TREAD @ 11"

-2

6" CONCRETE PAVEMENT

4" CONCRETE PAVEMENT

AMENDMENT 0002

12" CONCRETE PAVEMENT

FIXED BOLLARDS

CS503

FIXED BOLLARDS

CS503

TYPE 'F' CURB

CURB RAMP

TYPE 'F' CURB

RAMP

DAYTONA ROAD

ZONE

B M

FOD

20' 20' 20' 20'

20'

20' 20'

20'

22' 15'

20' 20' 20'

E J

28'

5.6'

TYP.

20'

R R

R R R R

11.75'11.75' 13'11.75'

11.33'

12.56'

4.23'

14.91'8.67'

7.22'8.29'

8.67'

C J

E J

C J

4.35' 4.8' 4.8' 4.8' 4.8' 4.8' 4.8' 4.8' 4.8' 4.8' 4.8' 4.8'

C J

E J

C J

E J

8.49'

CJ CJ

EJ EJ

5.38' 7'

4' 5'

4.8'

S D

0 10' 20'

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

U S

R M

O R

N G

I N

E E

R S

D E

S I G

N E

B U

L L

O C

I C

S S

O C

I A

T E

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N T

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U I T

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2 3 4 5

D R

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S I Z

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D A

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L I C

I T

A T

I O

C O

N T

R A

P R

O J E

B E

F I L

A M

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R x

M O

B I L

I S

T R

I C

M O

B I L

L A

B A

M A

M E

C Y

B E

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P A

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N D

S I D

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A L

K S

R O

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M E

I E

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T H

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A N

T E

O R

A L E

M E

F C

S D

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NEW BUILDING 90

FFE = 57.5

JOINT LAYOUT PLAN BUILDING WEST

1" = 10'

KEY MAP

NTS

GENERAL AVIATION RAMP

NEW BUILDING 90

FFE = 57.5

GENERAL AVIATION RAMP

REFER TO STRUCTURAL

SHEETS FOR DESIGN

AIRFIELD RAMP

CONCRETE PAVEMENT

CS502

-2

6" THICK CONCRETE PAVEMENT

T E

E J

C J

E J

T E

TCJ

AMENDMENT 0002

/28

/20

JOINT LAYOUT PLAN SIDEWALKS

1" = 10'

0 10' 20'

NEW BUILDING

NEW 6" CONCRETE PAVEMENT

EXISTING ASPHALT PAVEMENT

NEW GRAVEL

NOTES:

1. DOWELS REQUIRED IN LAST THREE TRANSVERSE

CONTRACTION JOINTS AT RUNWAY ENDS AND OTHER

LONG EXPANSES OF PAVEMENTS.

2. REFER TO SHEET V-100 FOR EXISTING SITE LEGEND.

3. REFER TO SHEET CI002 FOR NEW WORK LEGEND.

4. REFER TO SHEETS CS502 AND CS504 FOR SIDEWALK AND

CONCRETE JOINT DETAILS.

5. REFER TO CS502 AND CS504 FOR AIRFIELD JOINT DETAILS.

6. NO CHANGES SHALL BE MADE IN THE JOINTING PATTERN

WITHOUT WRITTEN APPROVALOF THE DESIGN ENGINEER.

7. EJs SHALL BE PLACED AROUND BOLLARDS, STORM

STRUCTURES AND BUILDING.

EXISTING CONCRETE PAVEMENT

NEW 4" CONCRETE SIDEWALK

EXISTING BUILDING

TYPE 'F' CURB AND GUTTER

CONTRACTION JOINT

EXPANSION JOINTEJ

TE THICKENED EDGE JOINT

R REINFORCED SECTION

DOWELED JOINTDJ

LEGEND

NEW 12" CONCRETE PAVEMENT

NEW LIGHT DUTY ASPHALT PAVEMENT

NEW HEAVY DUTY ASPHALT PAVEMENT

T E

TE TE TE TE

TE TE

DJ DJ DJ

DJDJDJDJ

E J

TRANSVERSE CONTRACTION JOINTTCJ

LONGITUDINAL CONSTRUCTION JOINTLCJ

L C

J L C

L C

J L C

L C

J L C

TCJ TCJ TCJ

TCJ

TCJTCJTCJTCJTCJTCJ

TCJ TCJ

EXISTING AIRFIELD CONCRETE JOINT

TCJ

REFER TO STRUCTURAL SHEETS

FOR EQUIPMENT PAD DESIGN

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

U S

R M

O R

N G

I N

E E

R S

D E

S I G

N E

B U

L L

O C

I C

S S

O C

I A

T E

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V A

N T

E E

U I T

P E

N S

A C

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L O

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2 3 4 5

D R

A W

S B

P L

L E

S I Z

C K

P L

D A

T E

S O

L I C

I T

A T

I O

C O

N T

R A

P R

O J E

B E

F I L

A M

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

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M O

B I L

I S

T R

I C

M O

B I L

L A

B A

M A

M E

C Y

B E

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P A

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A I L

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A N

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O R

A L E

M E

F C

S D

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AIRFIELD RAMP CONCRETE PAVEMENT

NTS

12" STABILIZED SUBGRADE AT LBR 40

(COMPACT TO MINIMUM 95% DENSITY

FOR COHENSIONLESS SOILS PER ASTM

D1557 COMPACT IN PLACE)

SUBGRADE

12" PORTLAND CEMENT

CONCRETE

12" GRADED CRUSHED AGGREGATE WITH LBR 100 BASE COURSE

(COMPACT TO MINIMUM 98% MODIFIED PROCTOR)

NOTE: REFER TO SECTION 31 00 00 FOR SUBGRADE REQUIREMENTS.

REFER TO SECTION 32 11 23 FOR AGGREGATE BASE COURSE REQUIREMENTS

ASPHALT PAVEMENT TRANSITION DETAIL

NTS

3' MIN.

HMA (HOT MIX ASPHALT)

IN LIGHT-DUTY LOCATIONS USE 2" (ONE LIFT)

IN HEAVY-DUTY LOCATIONS USE 4" (TWO EQUAL LIFTS)

SEAL COAT

EXISTING PAV'T

CONTRACTOR TO

VERIFY THICKNESS

6" TRANSITION

(REFER TO PLANS)

VARIES

(REFER TO PLANS)

12"STABILIZED SUBGRADE AT LBR 40

(COMPACT TO MINIMUM 95% DENSITY FOR

COHENSIONLESS SOILS PER

ASTM D1557, COMPACT IN PLACE)

SAW CUT PAVEMENT

EDGE

EXISTING SUBGRADE

EXISTING

BASE COURSE

COMPACTED BACKFILL

FOR NEW PIPING

INSTALLATION

6" GRADED CRUSHED AGGREGATE WITH

100-CBR BASE COURSE

(COMPACT TO 98% MODIFIED PROCTOR)

6" TRANSITION

(REFER TO PLANS)

TRANSITION

EXISTING PAV'T

CONTRACTOR TO

VERIFY THICKNESS

SAW CUT PAVEMENT EDGE

EXISTING SUBGRADE

EXISTING

BASE COURSE

NEW UTILITY

SUMP PUMP SYSTEM FOR

LOADING DOCK DETAIL

NTS

PCCP FINISHED

GRADE

5' W

L D

#57 STONE

FDOT TYPE C INLET STRUCTURE

REFER TO FDOT INDEX 425-052 FOR HORIZONTAL WALL

REINFORCING SCHEDULE

AUTOMATIC SUMP PUMP - LITTLE GIANT,

MODEL 6EC-CIA-SFS, 115 VOLTS, EPOXY COATED

CAST IRON BASE OR APPROVED EQUAL

GRATE

JUNCTION BOX

SEE ELECTRICAL PLANS

PUMP CONTROL CABLES

SHUT OFF

VALVE AND

CHECK VALVE

1-1/2" PVC SCH 40

DISCHARGE TO

SWMF 2

FOREIGN OBJECT DEBRIS

FENCE MATERIAL

NTS

FOREIGN OBJECT DEBRIS

FENCE MATERIAL

(L AND M 70 GRAM

PRODUCT CODE 6953

WITH HORIZONTAL WIRES

ORANGE FENCE FABRIC

OR APPROVED EQUAL)

NOTE:

FOD FENCE MATERIAL WILL BE EITHER FREE STANDING OR CAN BE ATTACHED

TO CHAINLINK CONSTRUCTION FENCE.

TRANSITION

DETECTABLE WARNINGS FOR

CURB RAMP DETAIL

NTS

PLAN VIEW

2.35"

2.3 5"

0.2"

0.9"

THE DETECTABLE WARNING SHALL EXTEND THE FULL WIDTH AND DEPTH OF THE CURB RAMP AND SHALL CONSIST OF TACTILE COMPOSITE PANELS WITH FASTENERS AND ADHESIVE BOND AND SEAL PER MANUFACTURER'S RECOMMENDATIONS. COLOR TO BE

APPROVED BY CITY.

DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCH, A HEIGHT OF NOMINAL 0.2 INCH AND A CENTER-TO-CENTER SPACING OF NOMINAL 2.35 INCH AND SHALL CONTRAST VISUALLY WITH ADJOINING

SURFACES, EITHER LIGHT-ON-DARK, OR DARK-ON-LIGHT.

THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. DETECTABLE WARNINGS USED ON INTERIOR SURFACES SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR SOUND-ON-CANE CONTACT.

THE MATERIAL USED TO PROVIDE CONTRAST SHOULD CONTRAST BY AT LEAST 70%. CONTRAST IN PERCENT IS DETERMINED BY:

CONTRAST = [(B1-B2)/B1] x 100

WHERE B1 = LIGHT REFLECTANCE VALUE (LRV) OF THE LIGHTER AREA AND B2 = LIGHT REFLECTANCE VALUE (LRV) OF THE DARKER

AREA.

NOTE THAT IN ANY APPLICATION BOTH WHITE AND BLACK ARE NEVER ABSOLUTE; THUS, B1 NEVER EQUALS 100 AND B2 IS ALWAYS

GREATER THAN 0.

TRUNCATED DOME

(SEE DETAIL)

˂ 2"EDGE OF DETECTABLE

WARNING

INTEGRAL DOME

DETECTABLE WARNINGS ON WALKING SURFACES

TRUNCATED DOME

CURB RAMP DETECTABLE WARNING DETAIL

THE JOINT

EITHER ONE PIECE OR

THREADED SPLIT-TYPE

DOWEL MAY BE USED

ONE END

OF DOWEL

D* DENOTES DOWEL DIAMETER

PAINT & OIL

REINFORCING STEEL IS

NOT CARRIED THROUGH

REINFORCING

STEEL

NOTE: SAW CUT WILL NOT EXTEND BELOW THE REINFORCING STEEL.

TIE BARS 30" LONG AND

SPACED 30" ON CENTERS

NO. 5 DEFORMED STEEL

LONGITUDINAL

TRANSVERSE

TIED LONGITUDINAL

REINFORCING

STEEL IS CARRIED

THROUGH THE

JOINT

SEE JOINT SEALANT

3" h d h d

1" h d h d h d h d h d h d

REINFORCED PAVEMENT

CONTRACTION JOINT DETAIL

NTS

SEE PLAN FOR WIDTH

4"1" SLOPE TO DRAIN 1/4": 1' - 0"

BROOM FINISH

1/4" R

COMPACTED SUBGRADE

FINISHED GRADE, SLOPE AWAY FROM

SIDEWALK (TYP.)

6 X 6- W1.4 X W1.4 WWF

REINFORCED SIDEWALK DETAIL

NTS

CS504

FOR FENCE STANDING FOD

FENCE PROVIDE STANDING

SYSTEM AT LOCATIONS SHOWN

(AS REQUIRED)

SEE SHEET CS101 FOR LOCATION OF

SUMP PUMP SYSTEM AT LOADING DOCK

/28

/20

AMENDMENT 0002

NOTE: REINFORCING STEEL SHALL CONSIST OF No. 5 REBAR 12" OCBW

AutoCAD SHX Text X

FOD

O A D

Z O N E

X X

F O D

6+80

5+00

6+00 L2

R35'

R48'

8.67'

18' 6'

20'

END MAIN

ACCESS DRIVE

N: 546393.59 E: 1337042.33

N: 546511.20 E: 1337370.00

N: 546519.79 E: 1337083.46

N: 546430.92 E: 1337133.34

N: 546423.90 E: 1337367.38

N: 546432.50 E: 1337080.84

N: 546458.42 E: 1337044.94

N: 546505.23 E: 1337046.34

N: 546380.89 E: 1337232.37

N: 546344.86 E: 1337266.31

N: 546326.70 E: 1337236.81

N: 546325.78 E: 1337265.11

N: 546442.05 E: 1337373.93

N: 546457.54 E: 1337380.06

N: 546492.86 E: 1337381.12

N: 546404.72 E: 1337105.05

N: 546384.73 E: 1337104.43

N: 546345.26 E: 1337286.33

N: 546359.20 E: 1337356.37N: 546359.74

E: 1337338.38

N: 546394.67 E: 1337239.79

RP1

RP2

RP5

RP6

RP4

RP7

RP3

CSF-01-19

CSF-02-19

CSF-03-19

CSF-04-19

CSF-05-19

CSF-06-19

CSF-09-19

R21

R21'

N: 546429.75 E: 1337172.61

N: 546405.35 E: 1337171.90

N: 546403.01 E: 1337249.93

N: 546427.36 E: 1337250.66

N: 546426.54 E: 1337278.21

N: 546419.25 E: 1337296.36

N: 546397.52 E: 1337277.34

N: 546395.67 E: 1337339.04

N: 546417.95 E: 1337339.71

RP8 RP9

42'

12'

42'

12'

GP 1001GP 1002

GP 1003

GP 1004

GP 1005

GP 1006

GP 1051

28.5'

12.5'

N: 546356.78 E: 1337103.46

N: 546358.55 E: 1337043.50

N: 546438.51 E: 1337045.97

N: 546439.10 E: 1337025.99

N: 546518.47 E: 1337048.50

N: 546519.06 E: 1337028.50

N: 546578.44 E: 1337050.39 N: 546577.44

E: 1337085.34

60'

34.83'

20'

135' 60'

N: 546318.77 E: 1337376.01

N: 546379.66 E: 1337185.13

N: 546378.05 E: 1337242.25

N: 546397.41 E: 1337148.56

N: 546405.79 E: 1337069.37

N: 546527.79 E: 1337083.70

RADIUS POINTS

Point #

Description

RP1

RP2

RP3

RP4

RP5

RP6

RP7

RP8

RP9

Northing

546554.43

546547.17

546400.69

546402.41

546345.91

546346.69

546359.09

546551.25

546548.98

Easting

1337135.51

1337399.14

1337139.34

1337148.71

1337231.32

1337238.35

1337315.10

1337270.29

1337338.72

0 20' 40'

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

U S

R M

O R

N G

I N

E E

R S

D E

S I G

N E

B U

L L

O C

I C

S S

O C

I A

T E

E R

V A

N T

E E

U I T

P E

N S

A C

O L

L O

R I D

2 3 4 5

D R

A W

S B

P L

L E

S I Z

C K

P L

D A

T E

S O

L I C

I T

A T

I O

C O

N T

R A

P R

O J E

B E

F I L

A M

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R x

M O

B I L

I S

T R

I C

M O

B I L

L A

B A

M A

M E

C Y

B E

R S

P A

R O

I L

I T

E G

L O

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CL101FTFA 163007

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O M

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O U

L A

U I L

D I N

O R

T H

R O

C K

M E

I E

E R

T H

S T

A N

T E

O R

A L E

M E

F C

L D

W G

GEOMETRIC LAYOUT PLAN - BUILDING NORTH

1" = 20'

NEW

BUILDING 90

FFE = 57.5

BUILDING 78

FFE = 56.80

SWMF 1A

SWMF 2

33' UNOBSTRUCTED SPACE

MECHANICAL

YARD

MATCH LINE SHEET CL102

WASH

RACK

GENERAL

AVIATION

RAMP

LEGEND

NEW BUILDING

33' UNOBSTRUCTED SPACE

NEW HEAVY DUTY

ASPHALT PAVEMENT

NEW 6" CONCRETE PAVEMENT

NEW GRAVEL

NOTES:

1. REFER TO SHEET V-100 FOR EXISTING SITE LEGEND

2. REFER TO SHEET CI002 FOR NEW WORK LEGEND

3. REFER TO SHEET CL601 FOR HORIZONTAL CONTROL

TABLES.

EXISTING CONCRETE PAVEMENT

NEW 4" CONCRETE SIDEWALK

EXISTING BUILDING

MATCH LINE

TYPE 'F' CURB AND GUTTER

SOIL BORING LOCATIONCSF-XX-XX

RIP RAP

NEW LIGHT DUTY

ASPHALT PAVEMENT

NEW 12" CONCRETE PAVEMENT

KEY MAP

1" = 300'

CL101

SWMF 1B

CL102

CL103

CL104

CL105

MAIN ACCESS

DRIVE BASELINE

TRUCK

ACCESS

BASELINE

GENERATOR

YARD

PAVEMENT MATERIAL TRANSITION POINTS

ID LABEL MATERIAL NORTHING EASTING BASELINE STATION OFFSET

GP1000 BEGIN CONSTRUCTION ASPHALT - LIGHT DUTY 546233.03 1337272.96 MAIN ACCESS DRIVE 3+09.11 0.00 GP1001 END CONSTRUCTION ASPHALT - LIGHT DUTY 546391.72 1337104.65 MAIN ACCESS DRIVE 6+17.65 0.00 GP1002 EDGE OF CONCRETE - AIRFIELD RAMP CONCRETE - 12" PCCP 546393.53 1337044.58 MAIN ACCESS DRIVE 6+64.46 0.00 GP1003 BEGIN CONSTRUCTION - AIRFIELD RAMP CONCRETE 12" PCCP 546357.67 1337073.48 MAIN ACCESS DRIVE 6+41.02 28.52L GP1004 EDGE OF PAVEMENT CONCRETE - 12" PCCP 546457.58 1337072.92 MAIN ACCESS DRIVE 6+57.88 64.88R GP1005 EDGE OF PAVEMENT CONCRETE - 12" PCCP 546504.39 1337074.33 MAIN ACCESS DRIVE 6+57.89…

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