SW8040836_Historical File_20110822

NCDETIR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
August 22, 2011
Mr. Jon Rosborough, Director
New Hanover County Airport Authority
1740 Airport Boulevard
Wilmington, NC 28405
Subject: Approved Plan Revision
Wilmington International Airport Stormwater Master Plan
Stormwater Project No. SW8 040836
New Hanover County
Dear Mr. Rosborough:
Dee Freeman
Secretary
On August 5, 2011, the Wilmington Regional Office received a plan revision for Stormwater Management Permit
Number SW8 040836. The revisions include rehabilitating Taxiways A, D, F and H. The changes resulted in a net
reduction in built -upon area of 13,624 sf, per the attached BUA summary. There is now a total of 284.82 acres of
existing BUA, leaving 210.81 acres available for future development. It has been determined that a formal permit
modification is not required for the proposed changes. We are forwarding you an approved copy of the revised plans
for your files. Please replace the new approved plan sheet SW-1 to the previously approved plan set.
Please be aware that all terms and conditions of the permit issued on November 24, 2004, and the subsequent
approved plan revisions, remain in full force and effect. Please also understand that the approval of this revision
to the approved plans for the subject State Stormwater Permit is done on a case -by -case basis. Any other
changes to this project must be approved through this Office prior to construction. The issuance of this plan
revision does not preclude the permittee from complying with all other applicable statutes, rules, regulations or
ordinances which may have jurisdiction over the proposed activity, and obtaining a permit or approval prior to
construction.
If you have any questions concerning this matter, please do not hesitate to call Georgette Scott or me at (910) 796-
7215.
j
rely,
Kelly Johnson
Environmental Engineer
GDSlkpj: S:1WQS1StormWater\Permits & Projects120041040836 HD1201108 permit—pr 040836
cc: Amy McLane, P.E., Talbert & Bright
Julie Wilsey, Deputy Director, Wilmington International Airport
Tony Roberts, New Hanover County Building Inspections
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405.
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity lAffirmative Action Employer
NorthCarolina
Naturally

SW8 040836
August 22, 2011
Original permit issued 11/24/2004 486.2 acres (unless otherwise noted)
Existing BUA 260.6
Leftover 225.6
SW8 050547 October 2009
Net additional
12.94
Net reduction
00
Remaining for Future
212.66
August 31, 2006 Plan Revision — Locator Outer Marker
Net Additional
1.56
Net Reduction
00
Remaining for Future
211.1
January 24, 2007 Plan Revision — Locator Outer Marker Mod.
Net Additional
0
Net Reduction
(-)0.14 (from 8/31/061.56 acre additional)
Remaining for Future
211.24
December 19, 2008 Plan Revision—
Temporary Concrete Batch Plant
Net Additional
0.85
Net Reduction
00
Remaining For Future
210.39
July 12, 2010 Plan Revision- ILS/MALSRNASI/PAPI
Net Additional
0
Net Reduction
(-)0.11
Remaining for Future
210.50
August 22, 2011 Plan Revision — Rehabilitate Taxiways A, D, F, and H
Net Additional
0
Net Reduction
(-)0.31
Remaining for Future
210.81
Page 2 of 2

Completeness Review Checklist
Project Name:
-'_ h%LMtOC6_(OOC
'A &P,'Q A V_
Received Date:
Project Location:
ILK\ /AM
Accepted Date:
IRule(s) Elzo08 Coastal
IT1995 Coastal13
Phase 11(WiRO) j"�Universal ID 1988 Coastal
LJ
Type of Permit: New or
Mod or PR
Existing Permit # (Mod o PR
O[d(j$3(o nPECert on File?
Density: HD or LD
Type: ommercia or Residential
®NCG:
�'o: __0(% 00)
Stream Class:
®SA
Map
to SW8
Subdivided?: Subdivision
or in fe Lot
17ORW
Map
6®Offsite
r IExemnt
Paperwork
®Supplement(s) (1 original per BMP) BMP Type(s):
®O&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
Application with correct/original signatures
J�pJ Vf LL... _y�r, Yatr. uc� SCNote to Review u e"r:
[—]$505 (within 6mo) N�w15 3�q �q J5'V12AIL
®Soils Report with SHWT � I
Calculations (signed/sealed)
v
�No obvious errors u C �� to&)
Density includes common areas, etc
DcCd Rest rictions, if suudivided:
Signed & Notarized
Plans
®2 Sets LJ IDetails (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
®Grading ®Wetlands: Delineated or No Wetlands
Vicinity Map ®Layout (proposed BUA dimensions)
ElLegend ODA Maps Project Boundaries
Infiltration Wet Pond Offsite
Soils Report Soils Report ®PE Cert for Master
]SHWT: SHWT: ❑Deed Rest for Master
Bottom: OPP: BUA Permitted (Master):
Visited: I I BUA Proposed (Offsite):
Additional Information:
Permitted Proposed: Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
Lot #:
ElLot # Matches Master
sf
sf

TALBERT & BRIGHT, INC.
ENGINEERING & PLANNING CONSULTANTS
To: NCDENR
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
LETTER OF TRANSMITTAL
._
Date: Pro'. No. 3301-1001
ttention: Linda Lewis
Re: Wilmin ton International Airport
axiwa 'A', 'D', 'H', and 'F' Rehabilitation
Stormwater Permit Application — SW8 040836 (A)
Modification
WE ARE SENDING YOU:
®
Attached
❑
Under Separate Cover via
❑ Shop Drawings
❑
Prints
®
Plans
❑ Copy of Letter
❑
Change Order
❑
Other
the following items:
❑ Specifications
ITEM
DATE
NO.
DESCRIPTION
2
Plan Sheet SW-1 showing existing and proposed pavement
2
Narrative including detail plans
1
Table showinq change in impervious surface
1
Permit Summary Table
,, JI
THESE ARE TRANSMITTED, as checked below:
®
For Approval
❑
❑
For your Use
❑
❑
For Review and Comment
❑
❑
As Requested
❑
❑
FOR BIDS DUE ON
No Exception taken
Make Corrections Noted
Amend and Resubmit
Rejected — See Remarks
❑
Resubmit
Copies for Approval
❑
Submit
Copies for Distribution
❑
Return
Corrected Prints
❑
Prints Returned After Loan to Us
❑
Other
REMARKS Please let me know if you have any questions or need additional information Thanks!
COPY TO Julie Wilsey SIGNED Amy McLane, PE &�l
ENGINEERING & PLANNING CONSULTANTS
4810 Shelley Drive Wilmington, NC 28405 910.763.5350 FAX [phone]
Charlotte, North Carolina • Wilmington, North Carolina 9 Richmond, Virginia

Amy McLane
From: Lewis,Linda [[e-mail]]
Sent: Tuesday, March 29, 2011 5:09 PM
To: Amy McLane
Subject: RE: ILM Airport project
Amy:
Just send me 2 copies of that overall plan, 2 copies of the detail plans, and a fullsize copy of the other
documents you sent. Unless something else is proposed that I don't see on these plans and documents, that
should be enough to approve a plan revision.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
Education is the progressive discovery of our own ignorance.
-Will Durant
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
From: Amy McLane [mailto:[e-mail]]
Sent: Tuesday, March 29, 2011 2:52 PM
To: Lewis,Linda
Subject: ILM Airport project
Hello Lindal I hope you are doing well. ILM has an upcoming project to rehabilitate all or portions of Taxiways A, D, F
and H. This work is in the 'low density' portion of the airfield, and includes rehabilitation of existing pavement, removal
of some existing pavement, and small areas of added pavement. The project will result in a net decrease in impervious
surface.
For this project, we would be requesting a revision of the Master Plan Permit SW8 040836. For your review, I've
attached the following:
• A map showing the project areas.
• A table showing the changes (addition/demolition) of paved areas
• A table showing the ILM stormwater permit log, with this project included as the last entry
At your convenience, can you tell me what information I need to send to you in order to obtain the SW permit revision
for this project?
Thanks!
Amy McLane, P.E.
Talbert & Bright, Inc.
4810 Shelley Drive
Wilmington, NC 28405
RECEIVE
AUG 0 5 2011
BY:

Sedimentation and Erosion Control
And Stormwater Management Permit
Application
For
Taxiway `A', `D', `H' and `F' Rehabilitation
Wilmington International Airport
Wilmington, Nu
Prepared For:
New Hanover County Airport Authority
BY:
Talbert & Bright, Inc.
Engineering & Planning Consultants
Wilmington, NC
NC License No: C-0713
3301-1001
July 2011

Table of Contents
Sedimentation and Erosion Control And Storm Water Management Permit
Application
Wilmington International Airport
Wilmington, North Carolina
Taxiway `A', `D', `H' and `F' Rehabilitation
Project Description
Land Disturbance
Drainage
Soils
Erosion Control Measures
Maintenance of Erosion
Control Measures
Sequence of Construction
Appendix
Erosion and Sediment Control
Specifications
Selected Half Size
Construction Plans
USGS Map
Subsurface Exploration
Pages
1
1-2
2
3
3
3-4
4-11
Section
................................................ A
................................................. B
.................................................. C
.................................................. D
SoilsMap ................................................... E

Wilmington International Airport
Wilmington, North Carolina
Taxiway `A', `D', `H' and `F' Rehabilitation
Project Description
This project consists of the rehabilitation and maintenance of the existing bituminous and
concrete pavement on Taxiways `A', `D', `H' and `F' at the Wilmington International Airport,
Wilmington, North Carolina. The project will also include 2,348 SY of bituminous pavement
widening within the radius of some of the taxiway intersections to comply with current FAA
design standards. The project will also include removal of 3,861 SY of existing pavement no
longer needed for aircraft use. The widening of the intersections and removal of existing
pavement will result in a net decrease in the amount of built upon area. The rehabilitation and
maintenance will strengthen and improve the quality of the surface of the pavement. The
widening of the radius at the taxiway intersections will allow safer passage of larger aircraft.
The work will involve milling the surface of the existing pavement, joint cleaning and filling,
placement of a reflective crack retarding fabric, a bituminous pavement leveling course, and a
new bituminous surface course. The work will also will include expanding turn radii in six
locations, removing three existing WWII era concrete aircraft parking pads, relocating airfield
signs and realigning taxiway edge lights. The project is divided into eight phases of work to
minimize disruptions to air traffic. Sheet A2.1 shows the project phases..
Erosion and sediment control measures to be used include silt fencing, block and gravel inlet
protection, temporary seeding and mulching, permanent seeding and mulching, and the use of the
existing grassed shoulders.
Land Disturbance
Land disturbing operations will be limited to grading of the pavement shoulders adjacent to the
existing edge of pavement, contractor staging and stockpile areas, and three areas of removal of
existing concrete pavement. The shoulders will be graded upon completion of paving operations.
The limits of shoulder grading will typically be at a maximum of 10' away from the pavement
edge, sloped at maximum 5% to tie into existing grade. Pavement removal will total
approximately 0.8 acres. In addition, sign relocations and realignment of lights along the turn
radii shall require minimal disturbance to the existing grade. The total land disturbance for the
project will be 6.0 acres. There will be a decrease in net built upon area. Existing
paved/graveled access roads will be used to provide access to the project area. Bituminous
milling generated by the project will be placed on existing gravel perimeter roads.
On the existing shoulders, sediment and erosion control measures to be used include the existing
dense grassed areas between the disturbed limits and the existing grass lined swales. Runoff
from the pavement and disturbed shoulders will flow overland across the existing dense grassed
areas to the existing swales. The dense grass will provide adequate removal of any sediment
before reaching the existing ditches. The disturbed areas will be seeded and mulched as work is

completed in each phase of work for the project. FAA safety regulations will not allow
measures such as silt fence to be placed at the edge of the disturbed limits along the
pavement edges because it would be located in the runway/taxiway safety areas. Some silt
fence will be used in areas outside the limits of the safety areas. In the proposed stockpile areas
and staging areas, silt fence will be installed around the perimeter of the areas to provide
sediment and erosion control.
Locations of these sediment and erosion control measures are shown on the Grading Plan sheets
G1.1 to G1.9. Existing and proposed contours are also shown on these sheets. Sediment and
erosion control details and general notes are shown on Sheet EC2.1. Typical paving sections
along with shoulder grading details are shown on sheets D1.1 to D1.2. These select sheets are
included as half size sheets with this application package and are located in Appendix `B'.
All areas disturbed by grading operations will be seeded and mulched in accordance with the
project specifications and the seeding schedule shown on Sheet EC2.1. The seeding mixture,
fertilizer, and liming applications rates included in the specifications are based on
recommendations from NC State University for the typical soils found at the airport.
Drainage
This stormwater application is requesting a revision to the existing low density permit SW8
040836 (A) include the improvements proposed under this project.
The original low density permit included 1620.8 Acres of which 486.2 acres of Overall Low
Density Built -Upon Area Limit (30%) are included. As of the date of Original Permit Issuance
(November 24, 2004), the Existing Built Upon areas was 260.6 acres. Subsequent projects have
increased the impervious surface to 285.13 acres.
The proposed project will decrease the amount of impervious area by 0.313 acres which will
make the total impervious area 284.82 acres. This impervious area is 17.6% of the total drainage
area, less than the 30% maximum impervious area included in the original permit.
Drainage patterns on the runway and taxiways will remain the same as existing conditions.
Runoff will be drained by sheet flow over the pavement and onto the existing grassed shoulders
into the existing grassed swales which run parallel to the runway and taxiways. The shoulders of
the taxiways will be graded to provide a 1.5 inch drop-off from the pavement edge and to allow
positive drainage away from the pavement. The amount of impervious area will decrease on this
project because of the removal of some existing pavement.
No closed drainage systems will be constructed with this project. All drainage will be conveyed
through grass lined swales and sedimentation and erosion control practices will be used until a
good stand of grass is established in the swales.
2
a
L

Soils
A subsurface investigation was conducted for the project by GeoTechnologies, Inc., Raleigh,
North Carolina. The subsurface investigation. was completed by performing a total of thirty-two
(32) pavement boring throughout Taxiways `A', `D', `H' and `F' as well as twelve (12). earth
borings in the radii expansion areas. The borings extended to five feet below the existing
surface. At each boring location, the thickness of the existing pavement was measured and the
pavement core was evaluated, the consistency of the subsurface soils was evaluated, a field CBR
test was performed, and soil samples were obtained for lab tests. The subgrade soils mainly
consist of medium dense fine sand fill with Unified Soil Classifications of SP and SM. The sand
fill is generally dry and well compacted and ranges in depth from three and a half to six feet.
Results from these various observations and tests are included in the Subsurface Investigation
report located in Appendix "D". Also a Soils Map is located in Appendix "E".
Erosion Control Measures
The proposed measures to be used in sedimentation and erosion control on this project include:
1. Temporary Silt Fencing will be used around the perimeters of the stockpile and staging
areas. It will also be used at the limits of the disturbed areas located outside runway and
taxiway safety areas.
2. Temporary Block and Gravel Inlet Protection will, be used around existing drainage
structures located in the grassed infield areas adjacent to the project area.
3. Temporary Rock Pipe Inlet Protection will be used on an existing flared end section
adjacent to Taxiway `D'.
4. Temporary Seeding and Mulching will be utilized to stabilize disturbed areas as
necessary based on planting dates.
5. Permanent Seeding and Mulching will be used to stabilize all disturbed areas after
construction is completed in each area.
6. Existing Grassed Shoulders will be used to remove any sediment as a result of runoff
from the existing pavement surfaces and shoulder grading areas, where silt fence cannot
be used per FAA safety requirements.
Maintenance of Erosion Control Measures
The Contractor shall install and maintain all temporary control measures during the course of
construction. The Owner (or his designated representative) shall, in addition, periodically
inspect all measures and should they appear to be in unsatisfactory working condition, shall
instruct the Contractor to repair such measures. This requirement shall not relieve the Contractor
of his responsibility to inspect and maintain all measures.. Specific requirements include:
1. Following every rain, 'the Contractor shall inspect and repair as necessary ali damaged
erosion control measures.
2. Following completion of any phase of land disturbing activities, establishment of
temporary or permanent ground cover shall take place within 21 calendar days.
3

3. Upon stabilization and establishment of permanent ground cover, any temporary control
measures shall be removed.
The Contractor will be encouraged to minimise the amount of exposed/disturbed area. As the
construction is completed in one area, the Contractor will be required to restore grades, seed,
mulch, and clean up prior to disturbing additional areas. All areas disturbed during the
construction operations will be seeded and mulched in accordance with the approved plans and
specifications and the North Carolina Erosion and Sediment Control Planning and Design
Manual. All erosion and sedimentations control measures shall be maintained until an
acceptable stand of permanent vegetation is established.
Seauence of Construction
The following sequence of construction has been developed to help the contractor understand the
operational needs of the airport and help ensure minimal closure time to Runway 17-35 and
Taxiways `A', `D', `H' and V. In accordance with the specifications the contractor shall
provide a detailed schedule of construction to the engineer for review and approval prior to
commencing construction.
Prior to beginning project and contract start time:
1. Develop detailed schedule to ensure construction can be completed within construction time
allotted for the project.
2. Mobilize equipment and setup staging and stockpile areas for the project. Location of
staging and stockpiling areas shall be coordinated with the airport.
3. Contractor may complete required survey work on taxiway pavement prior to construction
start time. Scheduling for the survey work will be required to be approved by airport
management. See Project Special Provisions.
Phase 1:
1. Place runway closure crosses, lighted barricades, and traffic cones as shown on the plans.
During phase 1B work, Runway 17-35 will be closed for landing and takeoff of aircraft.
Runway 17-35 will remain open as a taxiway to provide access to the south ramp via
Taxiway'E'. Runway closure crosses, lighted barricades, and traffic cones shall remain in
place for the duration of Phase 1B.
2. Install temporary erosion and sediment control measures as shown on the plans.
3. Install temporary cable jumpers for taxiway circuits where required to disable portion of
taxiway lighting and signs on taxiways to be closed.
4. Begin surface preparation and milling operations as required.
0

5. Remove and store existing taxiway edge lights at location of taxiway widening. Lights shall
be reused.
5. Excavate area for taxiway widening. Place and compact crushed aggregate base course.
7. Clean and fill existing cracks in bituminous pavement with sand slurry. Install high density
stress relief interlayer over cracks.
8. Complete bituminous leveling and surface course.
9. Install previously removed lights at locations indicated on plans. Raise taxiway lights as
required.
10. Complete application of pavement markings.
11. Grade shoulders. S ee detail plan sheets (D 1.1 and D 1.2) for more information on grading
requirements.
12. Restore all disturbed areas and complete seeding and mulching operations on all areas
disturbed.
13. Remove all equipment, material_, and debris from Phase 1 project area. Remove lighted
barricades, runway closure crosses, and traffic cones and reopen runway and taxiway to air
operations.
Phase 2A and 2B:
During the closure period of Phase 2A and 2B, traffic from the general aviation ramp, north
ramp, and customs ramp shall utilize Taxiway `H', Taxiway'C' and Taxiway `A' (North of
Taxiway `C') for access to the runway. During Phase 2A work, Taxiway `D' will be open and a
section of Taxiway `A' (from intersection of Taxiway `F' to Taxiway `C') will be closed.
During phase 2B work, Taxiway `D' will be closed. This schedule is to minimize the closure
period of Taxiway `D'. Phase 2A site work shall be completed before beginning Phase 2B.
Phase 2A
1. Install lighted barricades and traffic cones and paint temporary marking as shown.
2. Install temporary erosion and sediment control measures as shown on the plans.
3. Install temporary cable jumpers for taxiway circuits where required to disable portion of
taxiway lighting on taxiways to be closed.
4. Begin surface preparation and milling operations as required.
W

5. Remove and store existing taxiway edge lights at location of taxiway widening.. Lights shall
be reused.
6. Excavate area for taxiway widening. Place and compact crushed aggregate base course.
7. Clean and fill existing bituminous cracks and concrete joints and cracks with sand slurry.
Install high density stress relief interlayer over joints and cracks. Complete bituminous
leveling course.
8. See Phase 2A and 2B notes.
Phase 213:
1. Provide a minimum 14 business days notice to airport prior to beginning work in Phase
2B in order to allow adequate time for relocation of tenant aircraft.
2. Install lighted barricades and traffic cones as shown.
3. Install temporary erosion and sediment control measures as shown on the plans.
4. Begin surface preparation and milling operations as required for Taxiway 'A' and the
general aviation ramp.
5. For Taxiway'D', remove all bituminous pavement and grade existing base course to
proposed grades.
6. Clean and fill existing bituminous and concrete joints and cracks with sand slurry. Install
high density stress relief interlayer over cracks.
7. Complete initial lift of bituminous surface course.
8. See Phase 2A and 2B notes.
Phase 2A and 2B:
1. Complete bituminous surface course.
2. Install previously removed lights at locations indicated on plans. Raise taxiway lights as
required.
2

3. Grade shoulders. See detail plan sheets (D 1.1 and D 1.2) for more information on grading
requirements.
4. Complete application of pavement markings.
5. Restore all disturbed areas and complete seeding and mulching operations on all areas
disturbed.
6. Remove all equipment, material, and debris from Phase 2A and 2B project areas.
Remove lighted barricades and reopen taxiway to traffic.
Phase 3:
During the closure period of Phase 3, Taxiway `C' and Taxiway `A' north of Taxiway `C' to
Taxiway `H' will be closed to traffic. Traffic from the general aviation apron will be required to
use Taxiway `A' south of Taxiway `C', and traffic from the north apron and customs apron will
be required to utilize Taxiway `H' and Taxiway `A' (north of Taxiway `H') for access to the
runway. See phasing plan A2.5 for more detail.
1. Install lighted barricades and traffic cones as shown on phasing plan A2.5.
2. Install. temporary erosion and sediment control measures as shown on the plans.
3. Install temporary cable jumpers for taxiway circuits where required to disable portion of
taxiway lighting on taxiways to be closed.
4. Begin surface preparation and milling operations as required.
5. Remove and store existing taxiway edge lights at location of taxiway widening. Lights
shall be reused.
6. Excavate area for taxiway widening. Place and compact crushed aggregate base course.
7. Clean and fill existing bituminous pavement cracks and concrete joints and cracks with
sand slurry. Install crack retarding interlayer over joints and cracks.
8. Complete bituminous leveling and surface course.
9. Install previously removed lights at locations indicated on plans. Raise taxiway lights as
required.
10. Grade Shoulders. See detail plan sheets (D1.1 and D1.2) for more information on
grading requirements.
7

11. Complete application of pavement markings.
12. Restore all disturbed areas and complete seeding and mulching operations on all areas
disturbed.
13. Remove all equipment, material, and debris from Phase 3 project area. Remove lighted
barricades and traffic cones and reopen taxiway to traffic.
Phase 4:
During the closure period of Phase 4, Taxiway `H' and Taxiway `A' north of Taxiway `C' to
Taxiway `H' will be closed to traffic. Traffic from the general aviation apron will be required to
use Taxiway `A' south of Taxiway `C' and Taxiway `C', and traffic from the north apron and
customs apron will be required to utilize Taxiway `A' (north of Taxiway `H') for access to the
runway. See phasing plan A2.5 for more detail.
1. During Phase 4B work, Runway 17-35 will be closed for landing and takeoff of aircraft.
Runway 17-35 will remain open as a taxiway. Place runway closure crosses, traffic
cones, and lighted barricades as shown on phasing plan A2.5. Runway closure crosses,
traffic cones, and lighted barricades shall remain in place for the duration of Phase 4B.
2. Install temporary erosion and sediment control measures as shown on the plans.
3. Install temporary cable jumpers for taxiway circuits where required to disable portion of
taxiway lighting on taxiways to be closed.
4. Begin surface preparation and milling operations as required.
5. Remove and store existing taxiway edge lights at location of taxiway widening. Lights
shall be reused.
6. Excavate area for taxiway widening. Place and compact crushed aggregate base course.
7. Clean and fill existing cracks in bituminous pavement with sand slurry. Install crack
retarding interlayer over cracks.
8. Complete bituminous leveling and surface course.
9. Install previously removed lights at locations indicated on plans. Raise taxiway lights as
required.
10. Grade shoulders. See detail plan sheets (D I A and D 1.2) for more information on grading
requirements.
11. Complete application of pavement markings.
8

12. Restore all disturbed areas and complete seeding and mulching operations on all areas
disturbed.
13. Remove all equipment, material, and debris from Phase 4 project area. Remove lighted
barricades and reopen taxiway to traffic.
Phase 5:
During the closure period of Phase 5, Taxiway `A' north of Taxiway `H' to the approach end of
Runway 17 will be closed to traffic. Traffic from the north ramp and customs ramp will be
required to utilize Taxiway `H' and Taxiway `A' (south of Taxiway `H') for access to the
runway. See phasing plan A2.6 for more detail.
1. Install lighted barricades and traffic cones as shown. Lighted barricades and traffic cones
shall remain in place for the duration of Phase 4. .
2. Install temporary erosion and sediment control measures as shown on the plans.
3. Install temporary cable jumpers for taxiway circuits where required to disable portion of
taxiway lighting on taxiways to be closed.
4. Begin surface preparation and milling operations as required.
5. Clean and fill existing bituminous pavement cracks and concrete joints and cracks with
sand slurry. Install crack retarding interlayer over joints and cracks.
6. Complete bituminous leveling and surface course.
7. Grade shoulders. S ee detail plan sheets (D 1.1 and D 1.2) for more information on grading
requirements.
8. Complete application of pavement markings.
9. Restore all disturbed areas and complete seeding and mulching operations on all areas
disturbed.
10. Remove all equipment, material, and debris from Phase 5 project area. Remove lighted
barricades and traffic cones and reopen taxiway to traffic.
Phase 6:
During the closure period of Phase 6, Taxiway `A' north of the north ramp to the approach end
of Runway 17 will be closed to traffic. Traffic from the north ramp and customs ramp will be
C

required to utilize Taxiway `H' and Taxiway `A' (south of Taxiway `H') for access to the
runway. See phasing plan A2.7 for more detail.
1. During Phase 6B work, Runway 17-35 will be closed for landing and takeoff of aircraft.
Runway 17-35 will remain open as a taxiway. Place runway closure crosses, lighted
barricades, and traffic cones as shown. Runway closure crosses, lighted barricades, and
traffic cones shall remain in place for the duration of Phase 6B.
2. Install temporary erosion and sediment control measures as shown on the plans.
3. Install temporary cable jumpers for taxiway circuits where required to disable portion of
taxiway lighting on taxiways to be closed.
4. Begin surface preparation and milling operations as required.
5. Remove and store existing taxiway edge lights at location of taxiway widening. Lights
shall be reused.
6. Excavate area for taxiway widening. Place and compact crushed aggregate base course.
7. Clean and fill existing bituminous pavement cracks and concrete joints and cracks with
sand slurry. Install crack retarding interlayer over joints and cracks.
8. Complete bituminous leveling and surface course.
9. Install previously removed lights at locations indicated on plans. Raise taxiway lights as
required.
10. Grade shoulders. See detail plan sheets (D 1.1 and D 1.2) for more information on grading
requirements.
11. Complete application of pavement markings.
12. Restore all disturbed areas and complete seeding and mulching operations on all areas
disturbed.
13. Remove all equipment, material, and debris from Phase 5 project area. Remove lighted
barricades and reopen taxiway to traffic.
Phase 7
1. Install lighted barricades and paint temporary marking as shown.
10

2. Install temporary erosion and sediment control measures as shown on the plans.
3. Begin surface preparation and milling operations as required for Taxiway `F'.
4. Clean and fill existing bituminous pavement with sand slurry. Install high density stress
relief interlayer over cracks.
5. Complete bituminous leveling and surface course.
6. Grade shoulders. See detail plan sheets (D1.1 and D1.2) for more information on grading
requirements.
7. Complete application of pavement markings. Apply pavement reflectors.
8. Restore all disturbed areas and complete seeding and mulching operations on all areas
disturbed.
9. Remove all equipment, material, and debris from Phase 7 project area. Remove lighted
barricades and reopen taxiway to traffic.
Upon Com.pietion of All Phases of Work:
1. After all Phases of work are complete, remove all equipment, stockpiles, debris, etc. from
project area and staging area.
2. Contractor shall remove engineer's trailer and restore staging area.
I Restore all disturbed areas and complete seeding and mulching operations on all
disturbed areas throughout the project. Monitor erosion'control devices weekly and after
storms. After a good stand of permanent grass has been established, remove erosion
control devices and perform final cleanup.
11

Appendix `A'
Erosion and Sediment Control Specifications

ITEM P-156
TEMPORARY AIR AND WATER POLLUTION, SOIL EROSION,
AND SLLTATION CONTROL
DESCRIPTION
156-1.1 This item shall consist of temporary control measures as shown on the
plans or as ordered by the ENGINEER during the life of a contract to control
water pollution, soil erosion, and siltation through the use of silt fence,
mulches, grasses and other erosion control devices or methods.
The temporary erosion control measures contained herein shall be
coordinated with the permanent erosion control measures specified as part
of this contract to the extent practical to assure economical, effective, and
continuous erosion control throughout the construction period.
Temporary control may include work outside the construction limits such as
borrow pit operations, equipment and material storage sites, waste areas,
and temporary plant sites.
MATERIALS
156-2.1 GRASS. Grass that will not compete with the grasses sown later for
permanent cover shall be a quick -growing species (such as ryegrass, Italian
ryegrass, or cereal grasses) suitable to the area providing. a temporary
cover.
156-2.2 MULCHES. Mulches may be hay, straw, fiber mats, netting, bark, wood
chips, or other suitable material reasonably clean and free of noxious weeds
and deleterious materials.
156-2.3 FERTILIZER. Fertilizer shall be a standard commercial grade and shall
conform to all Federal and state regulations and to the standards of the
Association of Official Agricultural Chemists.
156-2.4 TEMPORARY SILT FENCE. Silt fence shall consist of metal fence posts,
wire fence, filter fabric, staples and wire. The wire fence shall be "hog wire",
minimum 14 gauge, with maximum mesh of 6 inches. The wire is used to
attach the wire fence to the posts. The filter fabric shall be a synthetic
geotextile stapled to the top of the wire fence. Refer to the approved
erosion control plan for location, extent and specifications.
156-2.5 OTHER. All other materials shall meet commercial grade standards and
shall be approved by the ENGINEER before being incorporated into the
project.
3301-1001 P-156-1

CONSTRUCTION REQUIREMENTS
156-3.1 GENERAL. In the event of conflict between these requirements and
pollution control laws, rules, or regulations of other Federal, state, or local
agencies, the more restrictive laws, rules, or regulations shall apply.
The Contractor shall be responsible for assuring compliance to the extent
that construction practices, construction operations, and construction work
are involved.
156-3.2 SCHEDULE. Prior to the start of construction, the Contractor shall submit
schedules for accomplishment of temporary and permanent erosion control
work, as are applicable for clearing and grubbing; grading; construction;
paving; and structures at watercourses. The Contractor shall also submit a
proposed method of erosion and dust control on haul roads and borrow pits
and a plan for disposal of waste materials. Work shall not be started until
the erosion control schedules and methods of operation for the applicable
construction have been accepted by the ENGINEER.
156-3.3 AUTHORITY OF ENGINEER. The ENGINEER has the authority to limit the
surface area of erodible earth material exposed by clearing and grubbing, to
limit the surface area of erodible earth material exposed by excavation,
borrow and fill operations, and to direct the Contractor to provide immediate
permanent or temporary pollution control measures to minimize
contamination of adjacent streams or other watercourses, lakes, ponds, or
other areas of water impoundment.
166-3.4 CONSTRUCTION DETAILS. The Contractor will be required to incorporate
all permanent erosion control features into the project at the earliest
practicable time as outlined in the accepted schedule. Except where future
construction operations will damage slopes, the Contractor shall perform the
permanent seeding and mulching and other specified slope protection work
in stages, as soon as substantial areas of exposed slopes can be made
available. Temporary erosion and pollution control measures will be used to
correct conditions that develop during construction that were not foreseen
during the design stage; that are needed prior to installation of permanent
control features; or that are needed temporarily to control erosion that
develops during normal construction practices, but are not associated with
permanent control features on the project.
Where erosion is likely to be a problem, grading operations should be
scheduled and performed so that grading operations and permanent erosion
control features can follow immediately thereafter if the project conditions
permit; otherwise, temporary erosion control measures may be required
between successive construction stages.
3301-1001 P-166-2

The ENGINEER will limit the area of excavation, borrow, and embankment
operations in progress, commensurate with the Contractor's capability and
progress in keeping the finish grading, mulching, seeding, and other such
permanent control measures current in accordance with the accepted
schedule. Should seasonal limitations make such coordination unrealistic,
temporary erosion control measures shall be taken immediately to the
extent feasible and justified.
In the event that temporary erosion and pollution control measures are
required due to the Contractor's negligence, carelessness, or failure to
install permanent controls as a part of the work as scheduled or are ordered
by the ENGINEER, such work shall be performed by the Contractor at
his/her own expense.
The ENGINEER may increase or decrease the area of erodible earth
material to be exposed at one time as determined by analysis of project
conditions.
The erosion control features installed by the Contractor shall be acceptably
maintained by the Contractor during the construction period.
Whenever construction equipment must cross watercourses at frequent
intervals, and such crossings will adversely affect the sediment levels,
temporary structures should be provided.
Pollutants such as fuels, lubricants, bitumen, raw sewage, wash water from
concrete mixing operations, and other harmful materials shall not be
discharged into or near rivers, streams, and impoundments or into natural or
manmade channels leading thereto.
166-3.5 The Contractor shall be required to inspect all erosion control features
installed on the project in accordance with the requirements of the approved
plans and permit. The -Contractor shall maintain and/or repair all installed
erosion control items as required or as directed by the ENGINEER.
After site is stabilized, Contractor shall remove all temporary measures and
install permanent vegetation on any additional disturbed or failed areas.
METHOD OF MEASUREMENT
156-4.1 Temporary erosion and pollution control work required which is not
attributed to the Contractor's negligence, carelessness, or failure to install
permanent controls will be performed as scheduled or ordered by the
ENGINEER. Payment shall include all costs for labor, materials,
installation, inspection, maintenance throughout the life of the project and
3301-1001 P-156-3

upon stabilization of the site, restoration and removal of items. Completed
and accepted work will be measured as follows:
a. Temporary seeding and mulching will be measured by the acre.
b. Temporary silt fence will be measured by the linear foot, complete and
installed.
c. Temporary Rock Inlet Protection will be measured on a per each basis.
d. Temporary Drop Inlet Protection will be measured on a per each basis.
156-4.2 Control work performed for protection of construction areas outside the
construction limits, such as borrow and waste areas, haul roads, equipment
and material storage sites, and temporary plant sites, will not be measured
and paid for directly but shall be considered as a subsidiary obligation of the
Contractor with costs included in the contract prices bid for the items to
which they apply.
BASIS OF PAYMENT
156-5.1 Accepted quantities of temporary water pollution, soil erosion, and siltation
control work ordered by the ENGINEER and measured as provided in
paragraph 156-4.1 will be paid for under:
Item P-156-5.1 Temporary Seeding and Mulching - per Acre
Item P-156-5.2 Temporary Silt Fence - per Linear Foot
Item P-156-5.3 Temporary Rock Inlet Protection - per Each
Item P-156-5.4 Temporary Drop Inlet Protection - per Each
Where other directed work falls within the specifications for a work item that
has a contract price, the units of work shall be measured and paid for at the
contract unit price bid for the various items.
Temporary control features not covered by contract items that are ordered
by the ENGINEER will be paid for in accordance with Section 90-05.
END OF ITEM P-156
3301-1001 P-166-4

ITEM T-901
SEEDING
DESCRIPTION
901-1.1 This item shall consist of soil preparation, seeding, fertilizing, and liming the
areas shown on the plans or as directed by the ENGINEER in accordance
with these specifications.
MATERIALS
901-2.1 SEED. The species and application rates of grass, legume, and cover -crop
seed furnished shall be those stipulated herein. Seed shall conform to the
requirements of Fed. Spec. JJJ-S-181.
Seed shall be furnished separately or in mixtures in standard containers
with the seed name, lot number, net weight, percentages of purity and of
germination and hard seed, and percentage of maximum weed seed
content clearly marked for each kind of seed. The Contractor shall furnish
the ENGINEER duplicate signed copies of a statement by the vendor
certifying that each lot of seed has been tested by a recognized laboratory
for seed testing within 6 months of date of delivery. This statement shall
include: name and address of laboratory, date of test, lot number for each
kind of seed, and the results of tests as to name, percentages of purity and
of germination, and percentage of weed content for each kind of seed
furnished, and, in case of a mixture, the proportions of each kind of seed.
The seed mixture shall be applied as follows:
Permanent Seeding
Seeding Mixture
Rate of Application
(lb/acre)
Planting Dates
Common Bermudagrass
(Hulled)
50
March 1 —July 31
Common Bermudagrass
(Unhulled)
70
August 1 — February 28
Temporary Seeding
Rye (Grain)
Kobe Lespedeza
120 i
50
January 1 _March 31
Rye (Grain)
120
August 15 — December 30
Temporary seeding shall be grass which will not compete with the grasses
3301-1001 T-901-1

sown later for permanent cover and shall be a quick -growing species
suitable to the area providing a temporary cover.
901-2.2 LIME. Lime shall be ground limestone containing not less than 85% of total
carbonates, and shall be ground to such fineness that 90% will pass
through a No. 20 mesh sieve and 50% will pass through a No. 100 mesh
sieve. Coarser material will be acceptable, providing the rates of application
are increased to provide not less than the minimum quantities and depth
specified in the special provisions on the basis of the two sieve
requirements above. Dolomitic lime or a high magnesium lime shall contain
at least 10% of magnesium oxide. Lime shall be applied at the minimum
rate of 3,000 Ibs/acre. All liming materials shall conform to the
requirements of ASTM C 602. The target pH for warm season grasses is
6.0 for grasses such as Bermuda. Apply lime according to soil test
recommendations to achieve target pH.
901-2.3 FERTILIZER. Fertilizer shall be standard commercial fertilizers supplied
separately or in mixtures containing the percentages of total nitrogen,
available phosphoric acid, and water-soluble potash. They shall be applied
at the rate and to the depth specified herein, and shall meet the
requirements of Fed. Spec. 0-F-241 and applicable state laws. They shall
be furnished in standard containers with name, weight, and guaranteed
analysis of contents clearly marked thereon. No cyanamide compounds or
hydrated lime shall be permitted in mixed fertilizers.
The fertilizers may be supplied in one of the following forms:
A. A dry, free -flowing fertilizer suitable for application by a common
fertilizer spreader;
B. A finely -ground fertilizer soluble in water, suitable for application by
power sprayers; or
C. A granular or pellet form suitable for application by blower
equipment.
Fertilizers shall be 10-10-10 commercial fertilizer and shall be spread at the
rate of 500 lb/acre.
901-2.4 SOIL FOR REPAIRS. The soil for fill and topsoiling of areas to be repaired
shall be at least of equal quality to that which exists in areas adjacent to the
area to be repaired. The soil shall be relatively free from large stones,
roots, stumps, or other materials that will interfere with subsequent sowing
of seed, compacting, and establishing turf, and shall be approved by the
ENGINEER before being placed.
3301-1001 T-901-2

CONSTRUCTION METHODS
901-3.1 ADVANCE PREPARATION AND CLEANUP. After grading of areas has
been completed and before applying fertilizer and ground limestone,
areas to be seeded shall be raked or otherwise cleared of stones larger
than 2 inches in any diameter, sticks, stumps, and other debris which
might interfere with sowing of seed, growth of grasses, or subsequent
maintenance of grass -covered areas. If any damage by erosion or other
causes has occurred after the completion of grading and before beginning
the application of fertilizer and ground limestone, the Contractor shall repair
such damage. This may include filling gullies, smoothing irregularities, and
repairing other incidental damage.
An area to be seeded shall be considered a satisfactory seedbed without
additional treatment if it has recently been thoroughly loosened and worked
to a depth of not less than 5 inches as a result of grading operations and, if
immediately prior to seeding, the top 3 inches of soil is loose, friable,
reasonably free from large clods, rocks, large roots, or other undesirable
matter, and if shaped to the required grade.
However, when the area to be seeded is sparsely sodded, weedy, barren
and unworked, or packed and hard, any grass and weeds shall first be cut
or otherwise satisfactorily disposed of, and the soil then scarified or
otherwise loosened to a depth not less than 5 inches. Clods shall be
broken and the top 3 inches of soil shall be worked into a satisfactory
seedbed by discing, or by use of cultipackers, rollers, drags, harrows, or
other appropriate means.
901 -3.2 DRY APPLICATION METHOD.
A. Liming. Lime shall be applied separately and prior to the application
of any fertilizer or seed and only on seedbeds which have previously
been prepared as described above. The lime shall then be worked
into the top 3 inches of soil after which the seedbed shall again be
properly graded and dressed to a smooth finish.
B. Fertilizing. Following advance preparations and cleanup fertilizer
shall be uniformly spread at the rate which will provide not less than
the minimum quantity stated in paragraph 901-2.3.
C. Seeding. Grass seed shall be sown at the rate specified in
paragraph 901-2.1 immediately after fertilizing, and the fertilizer and
seed shall be raked within the depth range stated in the special
provisions. Seeds of legumes, either alone or in mixtures, shall be
3301-1001 T-901-3

inoculated before mixing or sowing, in accordance with the
instructions of the manufacturer of the inoculant. When seeding is
required at other than the seasons shown on the plans or in the
special provisions, a cover crop shall be sown by the same methods
required for grass and legume seeding.
D. Rolling. After the seed has been properly covered, the seedbed
shall be immediately compacted by means of an approved
lawnroller, weighing 40 to 65 pounds per foot of width for clay soil (or
any soil having a tendency to pack), and weighing 150 to 200
pounds per foot of width for sandy or light soils.
901-3.3 WET APPLICATION METHOD.
A. General. The Contractor may elect to apply seed and fertilizer (and
lime, if required) by spraying them on the previously prepared
seedbed in the form of an aqueous mixture and by using the
methods and equipment described herein. The rates of application
shall be as specified in the special provisions.
B. Spraying Equipment. The. spraying equipment shall have a
container or water tank equipped with a liquid level gauge calibrated
to read in increments not larger than 50 gallons over the entire range
of the tank capacity, mounted so as to be visible to the nozzle
operator. The container or tank shall also be equipped with a
mechanical power -driven agitator capable of keeping all the solids in
the mixture in complete suspension at all times until used.
The unit shall also be equipped with a pressure pump capable of
delivering 100 gallons per minute at a pressure of 100 pounds per
square inch. The pump shall be mounted in a line which will
recirculate the mixture through the tank whenever it is not being
sprayed from the nozzle. All pump passages and pipe lines shall be
capable of providing clearance for 5/8 inch solids. The power unit for
the pump and agitator shall have controls mounted so as to be
accessible to the nozzle operator. There shall be an indicating
pressure gauge connected and mounted immediately at the back of
the nozzle.
The nozzle pipe shall be mounted on an elevated supporting stand in
such a manner that it can be rotated through 360 degrees
horizontally and inclined vertically from at least 20 degrees below to
at least 60 degrees above the horizontal. There shall be a
quick -acting, three-way control valve connecting the recirculating line
to the nozzle pipe and mounted so that the nozzle operator can
control and regulate the amount of flow of mixture delivered to the
3301-1001 T-9014

nozzle. At least three different types of nozzles shall be supplied so
that mixtures may be properly sprayed over distance varying from 20
to 100 feet. One shall be a close -range ribbon nozzle, one a
medium -range ribbon nozzle, and one a long-range jet nozzle. For
ease of removal and cleaning, all nozzles shall be connected to the
nozzle pipe by means of quick -release couplings.
In order to reach areas inaccessible to the regular equipment, an
extension hose at least 50 feet in length shall be provided to which
the nozzles may be connected.
C. Mixtures. Lime, if required, shall be applied separately, in the
quantity specified, prior to the fertilizing and seeding operations. Not
more than 220 pounds of lime shall be added to and mixed with
each 100 gallons of water. Seed and fertilizer shall be mixed
together in the relative proportions specified, but not more than a
total of 220 pounds of these combined solids shall be added to and
mixed with each 100 gallons of water.
All water used shall be obtained from fresh water sources and shall
be free from injurious chemicals and other toxic substances harmful
to plant life. Brackish water shall not be used at any time. The
Contractor shall identify to the ENGINEER all sources of water at
least 2 weeks prior to use. The ENGINEER may take samples of the
water at the source or from the tank at any time and have a
laboratory test the samples for chemical and saline content. The
Contractor shall not use any water from any source which is
disapproved by the ENGINEER following such tests.
All mixtures shall be constantly agitated from the time they are mixed
until they are finally applied to the seedbed. All such mixtures shall
be used within 2 hours from the time they were mixed or they shall
be wasted and disposed of at locations acceptable to the
ENGINEER.
D. Spraying. Lime, if required, shall be sprayed only upon previously
prepared seedbeds. After the applied lime mixture has dried, the
lime shall be worked into the top 3 inches, after which the seedbed
shall again be properly graded and dressed to a smooth finish.
h/iixtures of seed and fertilizer shall only be sprayed upon previously
prepared seedbeds on which the lime, if required, shall already have
been worked in. The mixtures shall be applied by means of a
high-pressure spray which shall always be directed upward into the
air so that the mixtures will fall to the ground like rain in a uniform
3301-1001 T-901-5

spray. Nozzles or sprays shall never be directed toward the ground
in such a manner as might produce erosion or runoff.
Particular care shall be exercised to insure that the application is
made uniformly and at the prescribed rate and to guard against
misses and overlapped areas. Proper predetermined quantities of
the mixture in accordance with specifications shall be used to cover
specified sections of known area. Checks on the rate and uniformity
of application may be made by observing the degree of wetting of
the ground or by distributing test sheets of paper or pans over the
area at intervals and observing the quantity of material deposited
thereon.
On surfaces which are to be mulched as indicated by the plans or
designated by the ENGINEER, seed and fertilizer applied by the
spray method need not be raked into the soil or rolled. However, on
surfaces on which mulch is not to be used, the raking and rolling
operations will be required after the soil has dried.
901-3.4 ESTABLISHMENT OF SEEDED AREAS. The Contractor is required to
establish a good stand of grass of uniform color and density to the
satisfaction of the ENGINEER. After seeding has been completed, the
Contractor shall water the seeded area as required to establish a good
stand of grass.
During germination period, the Contractor shall inspect the seeded area
regularly and water as required. Typical applications for water would be'/2"
to 3/4" of water every three or four days. In all cases, watering shall be done
in a manner that will avoid erosion from the application of excessive
quantities and will avoid damage to the finished surface. The Contractor
will be responsible for identifying and providing a water source. The Airport
will not supply water. All costs for water shall be included in cost of items
bid upon.
901-3.6 MAINTENANCE OF SEEDED AREAS. The Contractor shall protect
seeded areas against traffic or other use by warning signs or barricades, as
approved by the ENGINEER. Surfaces gullied or otherwise damaged
following seeding shall be repaired by regrading and reseeding as directed.
The Contractor shall mow, water as needed or directed, and otherwise
maintain seeded areas in a satisfactory condition until final inspection and
acceptance of the work.
When either the dry or wet application method outlined above is used for
work done out of season, it will be required that the Contractor establish a
good stand of grass of uniform color and density to the satisfaction of the
ENGINEER. If at the time when the contract has been otherwise completed
3301-1001 T-901-6

it is not possible to make an adequate determination of the color, density,
and uniformity of such stand of grass, payment for the unaccepted portions
of the areas seeded out of season will be withheld until such time as these
requirements have been met.
METHOD OF MEASUREMENT
901-4.1 The quantity of seeding to be paid for shall be the number of acres
measured on the ground surface, completed and accepted.
BASIS OF PAYMENT
901-5.1 Payment shall be made at the contract unit price per acre or fraction
thereof, which price and payment shall be full compensation for furnishing
and placing all material and for all labor, equipment, tools, and incidentals
necessary to complete the work prescribed in this item.
Payment will be made under:
Item 901-5.1 Seeding - per Acre
MATERIAL REQUIREMENTS
ASTM C 602 Agricultural Liming Materials
ASTM D 977 Emulsified Asphalt
Fed. Spec. JJJ-S-181 B
Fed. Spec. 0-F-241 D
Agricultural Seeds
Commercial Mixed Fertilizer
END OF ITEM T-901
3301-1001 T-901-7

ITEM T-905
TOPSOILINC
DESCRIPTION
906-1.1 This item shall consist of preparing the ground surface for topsoil application,
removing topsoil from designated stockpiles or areas to be stripped on the site
or from approved sources off the site, and placing and spreading the topsoil on
prepared areas in accordance with this specification at the locations shown on
the plans or as directed by the Engineer.
MATERIALS
905-2.1 TOPSOIL. Topsoil shall be the surface layer of soil with no admixture of refuse
or any material toxic to plant growth, and it shall be reasonably free from
subsoil and stumps, roots, brush, stones (2 inches or more in diameter), and
clay lumps or similar objects. Brush and other vegetation that will not be
incorporated with the soil during handling operations shall be cut and removed.
Ordinary sods and herbaceous growth such as grass and weeds are not to be
removed but shall be thoroughly broken up and intermixed with the soil during
handling operations. The topsoil or soil mixture, unless otherwise specified or
approved, shall have a pH range of approximately 5.5 pH to 7.6 pH, when
tested in accordance with the methods of testing of the association of official
agricultural chemists in effect on the date of invitation of bids. The organic
content shall be not less than 3% nor more than 20% as determined by the
wet -combustion method (chromic acid reduction). There shall be not less than
20% nor more than 80% of the material passing the 200 mesh sieve as
determined by the wash test in accordance with ASTM C 117.
Natural topsoil may be amended by the Contractor with approved materials and
methods to meet the above specifications.
905-2.2 INSPECTION AND TESTS. Within 10 days following acceptance of the bid,
the Engineer shall be notified of the source of topsoil to be furnished by the
Contractor. The topsoil shall be inspected to determine if the selected soil
meets the requirements specified and to determine the depth to which stripping
will be permitted. At this time, the Contractor may be required to take
representative soil samples from several locations within the area under
consideration and to the proposed stripping depths, for testing purposes as
specified in 905-2.1.
CONSTRUCTION METHODS
905-3.1 GENERAL. Areas to be topsoiled shall be shown on the plans. If topsoil is
available on the site, the location of the stockpiles or areas to be stripped of
3301-1001 T-905-1

topsoil and the stripping depths shall be shown on the plans.
Suitable equipment necessary for proper preparation and treatment of the
ground surface, stripping of topsoil, and for the handling and placing of all
required materials shall be on hand, in good condition, and approved by the
Engineer before the various operations are started.
905-3.2 PREPARING THE GROUND SURFACE. Immediately prior to dumping and
spreading the topsoil on any area, the surface shall be loosened by discs or
spike -tooth harrows, or by other means approved by the Engineer, to a
minimum depth of 2 inches to facilitate bonding of the topsoil to the covered
subgrade soil. The surface of the area to be topsoiled shall be cleared of all
stones larger than 2 inches in any diameter and all litter or other material which
may be detrimental to proper bonding, the rise of capillary moisture, or the
proper growth of the desired planting. Limited areas, as shown on the plans,
which are too compact to respond to these operations shall receive special
scarification.
Grades on the area to be topsoiled, which have been established by others as
shown on the plans, shall be maintained in a true and even condition. Where
grades have not been established, the areas shall be smooth -graded and the
surface left at the prescribed grades in an even and properly compacted
condition to prevent, insofar as practical, the formation of low places or pockets
where water will stand.
905-3.3 OBTAINING TOPSOIL. Prior to the stripping of topsoil from designated areas,
any vegetation, briars, stumps and large roots, rubbish or stones found on such
areas, which may interfere with subsequent operations, shall be removed using
methods approved by the Engineer. Heavy sod or other cover, which cannot
be incorporated into the topsoil by discing or other means shall be removed.
When suitable topsoil is available on the site, the Contractor shall remove this
material from the designated areas and to the depth as directed by the
Engineer. The topsoil shall be spread on areas already tilled and
smooth -graded, or stockpiled in areas approved by the Engineer. Any topsoil
stockpiled by the Contractor shall be rehandled and placed without additional
compensation. Any topsoil that has been stockpiled on the site by others, and
is required for topsoiling purposes, shall be removed and placed by the
Contractor. The sites of all stockpiles and areas adjacent thereto which have
been disturbed by the Contractor shall be graded if required and put into a
condition acceptable for seeding.
When suitable topsoil is secured off the airport site, the Contractor shall locate
and obtain the supply, subject to the approval of the ENGINEER. The
Contractor shall notify the ENGINEER sufficiently in advance of operations in
order that necessary measurements and tests can be made. The Contractor
3301-1001 T-905-2

shall remove the topsoil from approved areas and to the depth as directed. The
topsoil shall be hauled to the site of the work and placed for spreading, or
spread as required. Any topsoil hauled to the site of the work and stockpiled
shall be rehandled and placed without additional compensation.
905-3.4 PLACING TOPSOIL. The topsoil shall be evenly spread on the prepared areas
to a uniform depth of 2 inches after compaction, unless otherwise shown on the
plans or stated in the special provisions. Spreading shall not be done when the
ground or topsoil is frozen, excessively wet, or otherwise in a condition
detrimental to the work. Spreading shall be carried on so that turfing operations
can proceed with 'a minimum of soil preparation or tilling.
After spreading, any large, stiff clods and hard lumps shall be. broken with a
pulverizer or by other effective means, and all stones or rocks (2 inches or
more in diameter), roots, litter, or any foreign matter shall be raked up and
disposed of by the Contractor. After spreading is completed, the topsoil shall
be satisfactorily compacted by rolling with a cultipacker or by other means
approved by the Engineer. The compacted topsoil surface shall conform to the
required lines, grades, and cross sections. Any topsoil or other dirt falling upon
pavements as a result of hauling or handling of topsoil shall be promptly
removed.
METHOD OF MEASUREMENT AND BASIS OF PAYMENT
905-4.1 Topsoil obtained on the site shall be measured by the number of cubic yards of
topsoil measured in its original position and stripped or excavated as
"Unclassified Excavation." No separate measurement will be made for Topsoil.
TESTING MATERIALS
ASTM C 117 Materials Finer than 75-µm (No. 200) Sieve in Mineral
Aggregates by Washing
END OF ITEM T-905
3301-1001 T-905-3

ITEM T-908
MULCHING
DESCRIPTION
908-1.1 This item shall consist of furnishing, hauling, placing, and securing mulch on
surfaces indicated on the plans or designated by the ENGINEER.
MATERIALS
908-2.1 MULCH MATERIAL. Acceptable mulch shall be the materials listed below
or any approved locally available material that is similar to those specified.
Low grade, musty, spoiled, partially rotted hay, straw, or other materials
unfit for animal consumption will be acceptable. Mulch materials, which
contain matured seed of species that would volunteer and be detrimental to
the proposed overseeding, or to surrounding farm land, will not be
acceptable. Straw or other mulch material which is fresh and/or excessively
brittle, or which is in such an advanced stage of decomposition as to
smother or retard the planted grass, will not be acceptable.
a. Hay. Hay shall be native hay, sudan grass hay, broomsedge hay,
legume hay, or similar hay or grass clippings.
b. Straw. Straw shall be the threshed plant residue of oats, wheat, barley,
rye, or rice from which grain has been removed.
c. Hay Mulch Containing Seed. Hay mulch shall be mature hay
containing viable seed of native grasses or other desirable species
stated in the special provisions or as approved by the ENGINEER. The
hay shall be cut and handled so as to preserve the maximum quantity of
viable seed. Hay mulch that cannot be hauled and spread immediately
after cutting shall be placed in weather -resistant stacks or baled and
stored in a dry location until used.
d. Manufactured Mulch. Cellulose -fiber or wood -pulp mulch shall be
products commercially available for use in spray applications.
e. Asphalt Binder. Asphalt binder material shall conform to the
requirements of ASTM C 977, Type SS-1 or RS-1.
908-2.2 INSPECTION. At least 14 business days prior to mulching, the ENGINEER
shall be notified of sources and quantities of mulch materials available and
the Contractor shall furnish him with representative samples of the materials
to be used. These samples may be used as standards with the approval of
the ENGINEER and any materials brought on the site that do not meet
these standards shall be rejected.
3301-1001 T-908-1

CONSTRUCTION METHODS
908-3.1 MULCHING. Before spreading mulch, all large clods, stumps, stones,
brush, roots, and other foreign material shall be removed from the area to
be mulched. Mulch shall be applied immediately after seeding. The
spreading of the mulch may be by hand methods, blower, or other
mechanical methods, provided a uniform covering is obtained.
Mulch material shall be furnished, hauled, and evenly applied on the area
shown on the plans or designated by the ENGINEER. Straw or hay shall be
spread over the surface to a uniform thickness at the rate of 2 to 3 tons per
acre to provide a loose depth of not less than 1-1/2 inches nor more than 3
inches. Other organic material shall be spread at the rate recommended by
the manufacturer. Mulch may be blown on the slopes and the use of cutters
in the equipment for this purpose will be permitted to the extent that at least
95% of the mulch in place on the slope shall be 6 inches or more in length.
When mulches applied by the blowing method are cut, the loose depth in
place shall be not less than 1 inch nor more than 2 inches.
908-3.2 SECURING MULCH. The mulch shall be held in place by light discing, a
very thin covering of topsoil, small brush, pins, stakes, wire mesh, asphalt
binder, or other adhesive material approved by the ENGINEER. Where
mulches have been secured by either of the asphalt binder methods, it will
not be permissible to walk on the slopes after the binder has been applied.
The Contractor is warned that in the application of asphalt binder material
he must take every precaution to guard against damaging or disfiguring
structures or property on or adjacent to the areas worked and that he will be
held responsible for any such damage resulting from his/her operations.
If the "peg and string" method is used, the mulch shall be secured by the
use of stakes or wire pins driven into the ground on 5-foot centers or less.
Binder twine shall be strung between adjacent stakes in straight lines and
crisscrossed diagonally over the mulch, after which the stakes shall be
firmly driven nearly flush to the ground to draw the twine down tight onto the
mulch.
908-3.3 CARE AND REPAIR.
a. The Contractor shall care for the mulched areas until final acceptance of
the project. Such care shall consist of providing protection against traffic
or other use by placing warning signs, as approved by the ENGINEER,
and erecting any barricades that may be shown on the plans before or
immediately after mulching has been completed on the designated
areas.
b. The Contractor shall be required to repair or replace any mulching that is
defective or becomes damaged until the project is finally accepted.
When, in the judgment of the ENGINEER, such defects or damages are
3301-1001 T-908-2

the result of poor workmanship or failure to meet the requirements of the
specifications, the cost of the necessary repairs or replacement shall be
borne by the Contractor. However, once the Contractor has completed
the mulching of any area in accordance with the provisions of the
specifications and to the satisfaction of the ENGINEER, no additional
work at his/her expense will be required, but subsequent repairs and
replacements deemed necessary by the ENGINEER shall be made by
the Contractor and will be paid for as additional or extra work.
c. If the "asphalt spray" method is used, all mulched surfaces shall be
sprayed with asphalt binder material so that the surface has a uniform
appearance. The binder shall be uniformly applied to the mulch at the
rate of approximately 8.0 gallons per 1,000 square feet, or as directed by
the ENGINEER, with a minimum of 6.0 gallons and a maximum of 10
gallons per 1,000 square feet depending on the type of mulch and the
effectiveness of the binder securing it. Bituminous binder material may
be sprayed on the mulched slope areas from either the top or the bottom
of the slope. An approved spray nozzle shall be used. The nozzle shall
be operated at a distance of not less than 4 feet from the surface of the
mulch and uniform distribution of the bituminous material shall be
required. A pump or an air compressor of adequate capacity shall be
used to insure uniform distribution of the bituminous material.
d. If the "asphalt mix" method is used, the mulch shall be applied by
blowing,. and the asphalt binder material shall be sprayed into the mulch
as it leaves the blower. The binder shall be uniformly applied to the
mulch at the rate of approximately 8.0 gallons- per 1,000 square feet or
as directed by the ENGINEER, with a minimum of 6.0 gallons and a
maximum of 10 gallons per 1,000 square feet depending on the type of
mulch and the effectiveness of the binder securing it.
METHOD OF MEASUREMENT
908-4.1 Mulching shall be measured in acres on the basis of the actual surface area
acceptably mulched.
BASIS OF PAYMENT
908-5.1 Payment will be made at the contract unit price per acre for mulching. The
price shall be full compensation for furnishing all materials and for placing
and anchoring the materials, and for all labor, equipment, tools, and
incidentals necessary to complete the item.
Payment will be made under:
Item T-908-5.1
Mulching - per Acre
3301-1001 T-908-3

MATERIAL REQUIREMENTS
ASTM D 977 Emulsified Asphalt
END OF ITEM T-908
3301-1001 T-908-4

(
AIRPO`�'
WILM T r :-- ,1 N.
A QLI
rx=AII'-3.7
;08-Al
PR PARED FOR
NEW HANOVER COUN AIRPORT AUTHORITY, OWNER
IN COOPERATION WITH
FEDERAL AVIATION ADMINISTRATION
AND
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION,
DIVISION OF AViAiTON
LIST OF DRAWINGS
DRAWING
TITLE OF ORAWNG
DATE
AM
TIRE. SHETcf
JOE 2MI
A21
PRkEOT SAFETY PEAR (SHEET 1 OF 2)
JUNE 2011
A22
PRdEGfSAFf7Y PLAN (SHEET 2 OF 2)
JUNE 2DI1
A23
PHA 1 imm PLAN
JUNE 2011
A2.4
' PHASE 2A. 20 AND 7 SAFEM PLAN
JUNE 2011
AIR
MW S-AND 4 WfEW PLAN
JUNE 2011
A29
PHASE b SAFETY PLAN
DUNE 2011
A27
.84ASE 6.,X*TiY PLAN
JUNE 2D11
61.1 .
9URVF,Y:Q�NIR01. PLAN (SHEET 1 OF 4)
.NEIE 2011
51.2
+"UR. VE^(CA171g01. PU1N (SHEET 2 OP 4)
JUNE 2011
S7.3
`SURVEY 0�17R0L PA.AN (SHEET 3 OF 4)
JUNE 2011
SIa4
'*XVE1`:COIHROL PUN (SHEET 4 OF 4)
JUNE 2011
EXIA
•E1051M6; CCNMXM AND FEMOVAL PLAN - PHASE-1
JUKE 2011
ER1.2
00$RZIG..CONDITIONS AND REMOVAL PLAN - PHASE 2A
-AM 2011
E O.3
EXWHQ0.ODNOHIONS AND REMOVAL PLAN - PHASE 28
JUNE 2011
EX1.4
blMa. DOW= AND REMOVAL PLAN - PHASE 7.
JUNK 2011
FX1.5
EIDSTING CQN0 TDO AND REMOVAL PLAN - PHASE 3
JUNE 2011
ETD:6
BOSRNQ'FiN7MIONS AND REMOVAL PLAN - PHASE 4
JUNE 2011
. lDD.7
E79ST0(D•',¢ONMXWS AND. REW0VAL.PLAH-:PNAsE,5
DUNE 2011
E7*'
EdSTILTG: *PM AND 'MU0VAL'PLAN:- PHAEES
J6NE 2011
.0NHIDIN -TOM- PHASE 1
.10NE:7, I
0N?R . '.-.pH%JSE 3A
JUNE '�011
OR" : T!Em, PHASE. 2H
.. JUNE 2011
:CRADMG:P.hJS14- PHASE 7
JUNE 2011
MIS
.;&IEADINO' - PHASE 3
.NNE 2011
•4pADWQ'PjJYIi- PHASE 4
JUNE 2011
00ADMfPP - PHASE 5
JUNE 2011
GRADIN9. PLAN•- PHASE 6
JUNK 2011
GRADINO•PEM - INTENtSEMON TA70TYAY'A. V. AND V
XNE 2011
•El{S?Sftlpi:,¢pQr,- OONTR0l, 11OlES N7.
..
MA
PgOHE£'.e;7 WAY'A `(9iEET 1 OF 4)
JU!(E• 2011
P1.2
•1180EIl•£:-:tlkgWAY.'A'(SHEETIE-OP 4)
J4NE 2011
Pi. 3
AtltCFS•F«'-,YAIIWAY A (SXEEf -OF '4
ANE 201'1
P1:4
PRM14 -,TA4EWA'k'A' (SEP' 4 W. .4)
JUNE 2QI7
P21
. PRDFlIA " 7,5? WAY. V
J1111E ¢O71
P3.1
PRQRLE•-.TA)WAY''H'
ANE 2011
a'4.1
'PROFS - 7' • ,Y F'
JUNE =I
DRAWND
MU OF DRAWNG
DATE
E1.1
INTERSECTION ELEVATIONS (SHEET 1.OF• 6)
JUHE 20H
E1.2
INTL7TSECTION ELEVATIONS (SHEET 2 OF 5
JUNE 201i
E1.3
INTERSECTION ELEVATIONS SKEET 3 OF 5)
.NNE 2011
EI.4
INTERSECTION MOONS (SHEET 4 .OF 5)
DUNE =I
E1.5
INTERSECTION ELEVATIDNS (SHEET 5 OF 5)
DONE =1
DIA
TYPICAL SECTIONS•AND PAVNQ DEWS (SHEET 1 OF 2)
AJNE.2DII
D1.2
TYPICAL SECDONS'AND PANNE$ DET`JLS (SHEET 2 OF 2)
JUNE 2MI
MIA
MMKING PLAN - PHASE 1
.NNE 2011
N1.2
MARIONG PLAN - PHASE 2A
JUNE 2011
MIJ
AHMKMG PLAN - PHASE 23
JOKE 2011
M4.4
MARKMQ PUN - PHASE 7
JUNE 2011
M1.5
MARKING PLAN -'PHASE 3
JUNE 2MI
A LS
MARKWO PLAN - PHASE 4
AINE 2011
M1.7
MMKFIG. PLAN - PHASE 5
JUKE 2MI
MT:e
MARKM PLAN - PHASE 6
J)NE 2011
M7.9
YARKNG PLAN - MIERSECTIOK TAYANAY W. V. AND 'D'
JUHE 2011
M21
MOKM DETAILS
DUNE 2011
1.1.1
11DHRND LAYOUT PLAJI (ENM 1 OF 4)
JUNE 2011
1.72
LJGHTNG LAYOUT PLAN (SHEET 2 DL' 9.
JUNE2011
L1.3
LIGHTING LAYOUT PLAN MEET 3 OF 4)
JUNE 2MI
L1.4
1JOHRNG FAYOU,T PLNT'(SHEFT:4 OF 4),
JUNE.2Mf
" L21 •
NGtT11H017E%
.NNE•2011
XLi_,
CRA13S'SEWiGNS - TLOGWAY'•`R'
(ggT 1' OP �A)
, . ,IU.NE 2011
CROS§ SEOJI6HS-,TAKOYAY:,'A1'
31,lEEi'.2.OF e)'
' ;YOjAE'2g7
X1.3
LXSDS§ SEQIION3 - TAKIWAY,`' "(�EET'3
OF 8)
,.11HE.11
XI.4
L7i. �40110lIS -• TAKIWAY e.(SE'EET
4' 0E' 8)
� '.NNE` 2MI
X1.5
, CROSS ',SEMON9.- TffiMY:'A"(SHV
S,B a
WNE 2907
K1,e
fYt055 SECTIOtiS - rA]fIWkY:'11
(3FEI"e of:B) '
• ALINE 201/'
K1.7
CR0.4s SEOTIdl3.-TA7017A1f?A(51iEET7.pp
5)'
dONI!301i
xI a
. SECTIONS _ TA1aWAY.,A'
(SL.'EET: S OF e)
.4914CM1
X21
. (Ytb33. SECRQ)HS - TAIOWAY'V
''.'JURE 2tNt
713:1.
�T.�<�SE01IDN5-TAKIY1kk 1:, ,,
.. JUNE 2q1:
H6)
Ott SECTI0X5 -'T. 'Y,?!F' ..
. eA1NE 2011
O Q
K Z Q
Z
O
z =mow
LLJ
zp OJfJj
�Z _m
LLJ
zo QIF1
zoI rah
C'J
N GARo�
Ssia�•. .
i 0 7 •)', i
IGate 1
JIME 2011 L
-.. .... 'ram..--,..c.

1
I
I
I
I
1
I .
I .
I
l
1.
4
t ,
y
HonzoNTAL AND.UERTICAL .CONTROL
• CONTTiACTQR SHALL -USE N0R714 CAROLINA GEODETIC SURVEY MONUMENT
'ICM.A' 'AS PRIMARY CONTRGL. POINT FOR THE PROJECT. 4
CON7RAG'[gR'SHALL -US E'TEMFORARY BENCH MARKS AS SHOWN 1N THE
T7C$LE.BEi0lN AND 0N•BURVEY CONTROL PLAN SHEETS S1.A TO SI.3.
PROJECT:SAF. TY P AN N C a GRAB PEFIMETER
ACCESS ROAD
I. SEE SHEET, A2_2'F0R'SAFEYY PLAN- .NOTES, LIGHTED 500 �50 O $00 1000 1500 O • p
BATSRICADE'AND RUNWAY:CLOSURE CROSS DETAILS.
SCALE IN .FEET 5 a
'CDN7RAC10R SHALL PLACE BITUMINOUS MILL24GS /
2. SEE. SHEETS A2.3-=A27• FOR 'P.NA5WG .SAFETY alt Ef6sTINC PBtIME�*1 FCCES4 ROAD
•: :ANS•AAND.LOCA�TIONS OF LIGHTED. BARRICADES. •S"= 500' APPROIOMAT r 3• TO 4' q ! ! @ o
'THE'PROJECT.CONSISf'S OP EIGHT MAIN AREAS OF \
WORK. PHASES' 18,. 4R AND BB SHALL BE \ \
G0NSTRUCTED•y7MULTANEGUSLY. PHASES 2 (A MOBILE LIGHTED RUNWAY 6°
AND -.BN 3, 4A; 5, AND 6A MUST BE COMPLETED � CLOSURE CROSS _10 PLACED � / i� � j ❑
SEQUENTIALLY. PHASES 1A AND' 7 MAY BE DPRING RUNWAY CLOSURE
PERFORMED AT A,ATY TIME. EXCEPT THAT PHASE 7 i 1 PEROD. (PHASE 19. 4B AND
MAY NOT BE- CONSTRUCTED SIMULTANEOUSLY W FH / eR) TYPICAL EACH END
PHASE 213. SEE PROJECT SPECIAL PROVISIONS y ROPO I / 1
"CONTRACT TIME AND LIQUIDATED DAMAGES" gt11� T ACCESS CONTRACTOR'S
c
!! I 1
PHASES 5 AND
S 8 GATE A14
CONTRACTOR'S STRONG .. // j, CON A I 'S r
J AREA SEE PRO. �N: ® . AREA.
- SPECIAL PRONSfONB
• p O . � ` IBM
/ 0 0
Cam'{1 !
TBM
d
CONTRACTOR'S
• ACCESS POINT j !
p PHASES 3' AND• 9
ACR1R'S 4
GAIE AIL SEE
S7AOM DETAR. THIS
'RIM PHASE f I' / 11
PIROJECTSHEET. / f
Y' AT J J 1
/
TBLi
.NO CONSTRUCTUN 7RAFFlC
9tALL'MOVE iHRQUGH THE J ' �ff /
ACCESS FOR .FINAL AREA 'PHASE 4 %
� •.PHASES. a/
/' CQNsm nON
. / ONLY it ANA / /f %/•
i
c•
n
PRAIT�I1
r• a • ti pE�,'
llT 7
r i a • - l�l�T1�71
IE.•1=
71t;,
�7071
` 11717'
I �oIL
.7115E d7�191Y
1 11 LM 171i.7191 74�sIg71�A�! ...L
��� 7P971"7 ,�11 Jj
'�4�11;�01.r11'
71• 1' >t�
x
MR
PQ
�•
m
a
N
F Z
6 f/1
o Ld
'♦� ', �.' RnM 11 ! o 0 PHASfi 3 AND.A ACCESS F- IL.
PHASE 3 J 11 D SCiLLf: i'=2D0 Ix
♦ %1 %j T 1 D J Z J
/ �. A • d PHASE TBM 3 / ` 'I J �\ J ¢ _¢ Z a N
PHASE 2A ..
/ I / / 1\ RUNWAY 24 Q ix }- L
. / / / i ENSRNG GRAVB_ Z, Z Q J - r.
SS 'CONTRACTORS n30AWAL BUILDING PHASE 7 • % / ' l/ f \R PERIMETER ACCESS
ACCESS ASE, AIR CARRIER RAMP / / , ® O / i ROAD �I m LLI
GATE A3 ! / I \ Q �• - Ia _ - Z O _ ~ LJ
/ / / / ` / z tL1 w ?
IBN IBM u9 \ // / / .. /@isM � i �o_ / / ? Q
• V. r / / COSSING TWY Z
• .. RTHROUGH THE .'B' .
.\'. APPBOACN'70'RUNWAY 8 70 ACCP6R55c.RDNHTARESOEALU1•1i oRTv'DR1F1AR6FC FIACREI A - __• ___-___-'__._•_�_. __•_}: w. __.__=--ffi-----..--__. -__ �-I _A -NCO_ N-7 7-R-6_A�A_C17EUR-A'I
i.
4
`$ �k
ACCSPOINT LOCAUZEREASN
MNG MAL9i
YACLOR 'rIRE -_.__.-_.__.-_._
TH
- ar--- ----- -------
_RUNWAY6-24•- - ,
d
,
.E�/
______- :Bt11YEA
.t 711.1128 ! I µ�78Ml12 -_- I g /�„nw,.•N
I�crduER cRmcAL Lac:wAREA
zER
` AREA ��i A IL -'cRfnDAL. _\_. _•_•_ -_ --.-_ --
-- --- -.__.-_.__ AFCESS GATES
SURFACE MOUNTED RUNWAY-.T CROSS TO BE CRITICAL AAEA PLA'CELlElNos
GL4E•LE' ---
--- -.PLADO DUPoNC PHASEj$'RUNmo.$= PERIOD. T I1
?
ff
CONTRACTOR 9tALL PLACEBITIlMNOU$ MIUdIGS . ACCESS, GATES 5 i 7
/ 9 DURING J.RiH7ED AUNNAY•CLdSURE'LR955 TD E RACED ON EAISTPIG."ETER' ACCESS ROAD O o 0 0 o Q p2 g7}
- / OURNG PHARE�4R AM1. BR'�RUN CI:OSURE PERIOD .FOR AIIU9NC5 lu �' s
'.C�OWIRdL'PDINT '.
Np9n6Nc ,
GASHING,
E1FVAnON
.YYPE.
HOGS•Rl11 `A'
:1Dd75]D8,
23*90.40,
211 9-
'IBM 1 '
188828:Bfl
2332370:85
14,12
'7iJMR
YRA7AR.OR
4330999.57
' 21.A3-
11iS}}I00
• 1BM•3:.,
t9YgedeB.
23302SI.24
2&s0'
IRS, tO4'
.. .'.En'4
182J68,9B
2320687..',`7,
ZG1C
!RS, y183 .
.. '.1,' A
19284&1S. ..
2329413,70,
29.46
IR5'1!J4(2
• . TBM 6 '
I93<id3.39
23293MIS
,26.21
IR5�4NQ1
• 78K1 7
-JR4414.68
W29g41.77
28.BB
IR9 g10ll
1s52Z0,9Z
M2074O.33
28.11
IRS.�ID
1BL1 9
937
1,09,75
ffi
233D3a
2&09
'1R3 ji0D3
t0
.' 182E6$.22
24330868.57
27r08 '
• .RMAP AW-W /13.
,7BM•tf :.
11i108385
2*36100
26.72
REBAR ANO CAP Foos
• ::TBM 12
1R00IA5
233181830
1.T.60
1R5•/1081 '
TBM;13
19B944.88 ,
T33CQ84;12
25.48
'REBAR k;C/iP: Fs
. ,iBM.14
,18Q2N8:s1
2.dVMB.12
2&10
REBAA#.VAP.jr20
Ak / 1 / AP.PRO7mdA Y.3 TO 4 TFICK PUCF3IPAT p p p • 38 /
PHA 1 i; j• f O 23 IS eo 00o b �'*..0 D11 N1•p
j --- i /Polf / 51 ILM W. 0 NORTH RERR AVE
!! ❑ ❑ c. 0 � Dow
f�Y LEGEND ' R9NE Zm1
O I CONTRACTOR'S HAUL ROUTE
OOTIRACTWS OMNI
/ r / GUDE SLOPE PHASE 1 STAGING AREA PCC/JDL
M •�� PHASE 2A Chooked .
N LE.NIGH RUNWAY CLOSpRE'CRO$5 TV BE _ . � PHASE 2B $ CONTROL POINT ABM
PLACED 1]1/RING' PHASE 1R .RUNWAY CLOSURE RTT�T1T}}TT�TTT1I}II Pr Jsd Na
PERIOD. // L1111�.1111l.L11iI111 • PHASE 20 3301-IO01
/ auu:ytu�wlu PHASE 3 Shaet'Nm
/ PHASE 4 %K� 1
PHASE 5 / \ `• 1

BITUMINOUS PAVEMENT CIVERLAY-,,
STA. 5+09 -TRANSITION FROM 4.5" * OVERLAY
(STA. 0+90 TO 5+00) TO 4.0" OVERLAY
(STA. 5+00 TO.14.+50.), SEE PROFILE SHEET
P1.1 AND TRAWSITIOIV DETAIL B ON S�1EE7
D1.1.
.. RSlNS9AY.
pBJMT FREE- ARE& • 5EE .TYPICAL
'111j104.EXISTIgG.PAVEMENT GRADE /
/
1
-MATCH- EXISTING PAVEMENT—
_TAXIWAY "A'
OBJECT FREE AREA
\�
GRACr
"
.---.--- _ `,.�--1•S0--•�1^ry-_ ---- - =^� J:-�,R.O ^^-� ter•--' ^-__
' -----�ie.Y'' `�
�� jy2�� °i
�`�^-_-_---- i -
- ���0-^-^ ^i-.-^_t•'' ��._^i l.ir_17.0�` ��i..�--•-'_�,^�15.0--^^ - i
--� � _-_.^ - i, ^'0�21.0_�� �i�_
0�
`' �`'
�� �.i •�-!
. _. �a[� _ J r
✓ - _
._�/:.
-_. ����.} �78�ei3t-'11811—`�Q•JJl �u l �aa.-.=.-- Y —_.•QO - OOl �001 �;I�•�� _
'sT„ 4!� 1=f• 3 ..U' - 1 ,1' i j£Fn. � t. ' � !�J � - _ f y, � � i' - S:,r.1:
Ob'� f=_ ��%'•� �� 4r 1 OQ: 17'd -•ti: .5 r�2+D0 h s• 9'3t©0't 9 �,�' 14+0� ,3,• 's., ..'i�'k'
_5� (��� ,rt 5.
j�> Y�....i�• .. .. ..
- T .y✓ f ./ If Y' /'
1.�-i- .... ..,� u� .G.K.. �i �. f•. �"�k•. . Wl.r.r:'__•, - .. , ��,.� ?A - _n..d? ._i. •i_�
S�`-N'. k ti - .� i..
`-��•.<[i -, <..1,.4.S �+.. , r+ •. � _. ��' n.. n4.<. rxY'. .. ,.`.Ti'
ti�.y=;�,<. ?y..f/
- ... .....y M1...�'.Ytr�:ne•,- ,"� :i•.5.
_F �-,' '�<.�_�' ;:.a�:� �.. s:. •.. _, ',.. _
�,J).•t, i
OOl-�_ �-�'-OQ,`�oot�TUvi
# \\ mow\ w
---hut:-k�
w''
1
��w
Le - \
��
\ww
OFFSF"T: 30.03 IR~�-=' LIMITS OF DISTURBANCE
TO PAVEMENT EDGE (TYP.)
'BITUMINOUS PAVEMENT OVEfiL'AY'•,
'
�
STA: 74 98 \ wow----
SEE TYPICAL SECTION'C'' FOR. •,
' OFFSET: c44�ft w
-��--
- -ts.s
TAXIWAY 'A' OVERLAY FROM
TRANSITION AT STA. 5+00 TO
= ` CONSTRUEfT`ARW\1M EDED NDdG, SEE TPICAL"
1 $¢CTION,•'A! AND ?APER WbENIING.SECTION 'B'w
ON SHEET 0-43� `- ��
- - - - - -
EXISTING GRADE (TYPJ
.
Imo:; 1 e STA:..54F09�E '`dQ �'� ` � w'--
----'� -fa•a ;�
�•?•+
of
�9, c
!
1
L l w
\ TEMPORARY DROP INLET
Ea
..TEMPORARY DROP INLET
•PR6IECTON
�
\
PROTECTION
o�
.`
\ O
\4y-/
STA: 4+54.52
OFFSET: 3B.T R
_ _ / ! . 'a., ,' - • �;AS+ RUNWAY 17-35 SAFETY AREA
tz
• ;LT` .. // ? - } .I MATCH EXISTING PAVEMENT
GRADE ..
�� #3 '• 'N T' 1�y�� ti
l
MATCH EXISTING PAVEMENT
GRADE STA 14450.
SEE TRANSITION DETAIL 'A'
ON SHEET D1.2:
EXISTING CONTOUR
--- �s•o------'
PROPOSED CONTOUR
26.0—
EXISTING BITUMINOUS PAVEMENT
"r+�:"•:,"'.'•-,""ti•'•/�
EXISTING CONCRETE PAVEMENT
•'`. ' r ., :•: • . '
PROPOSED BITUMINOUS'PAVEMENT
..:.oug-'newsw mmm]
PROPOSED BITUMINOUS PAVEMENT '(TAPER'WlbENING`)
LIMITS OF'DISTURBED AREA .
LOD
EXISTING.DROP INLET
m
l GTRICAL.HANDHCLE
EXISTING MONITORING WELL
'RUNWAY - SAFETY. AREA
— - - — - - —
EXISTING HDPE
— HDPE— HDPE—
EXISTING DUCT
E30ERI :BASE CAN
NOTE&
1. FOR PROFILES SEE SHEETS PlA-P4.1. FOR PROPOSED TAXIWAY INTERSECTION
PAVEMENT ELEVATIONS SEE SHEETS E1.17E1.5.
2. SEE SHEETS Ll.1-L2.1 FOR TAXIWAY LIGHTING LAYOUT, DETAILS, AND
MODIFICATIONS.
A IN AREAS OF PROPOSED 4,0" OVERLAY; A BITUMINOUS LEVFI.ING COARSE
SHALL BE PLACED WITHIN 2" OF FINISHED GRADE. IN AREA OF TAPER
WIDENING, THE PAVEMENT SECTION SHALL BE PLACED TO WITHIN 2" OF
FINISHED SURFACE GRADE. THE FINAL 2" SURFACE COURSE SHALL BE PLACED
IN ONE OPERATION IN ORDER TO MINIMIZE THE NUMBER OF PAVEMENT JOINTS.
4. PROPOSED CONTOURS SHOWN ON THIS SHEET ARE THE FINISHED GRADE
CONTOURS AFTER COMPLETION OF ALL PAYING.
40 20 0 4D 80 120
SCALE IN FEET
1"= 40'
�Q ¢Z 2
OQ O J�
= Q .CL
1.2i 0 0 V)
It z
z 2 Q < O_
� z •� DY Ur
rynn,ury,ry�
s i
E 02g7g-74 1
ate '
Jl1IiE 2011
Bale "_40•
Yawn
JOL
:ricked ABM .
oteet ma
33m-tam
G1.1

—TAXIWAY W OBJECT FREE AREA
STA 34+00 TO 35+00- TRANSITION FROM
BITUMINOUS PAVEMENT OVERLAY 4.0" OVERLAY TO 4.511 OVERLAY. SEE
PROFILE SHEET 121.2 AND TRANSITION
SEE TYPICAL SECTION 'CA ON DETAIL 6 ON SHEET 01.1.
SHEET 131.1 LIMITSOF DISTURBANCE
TO PAVEMENT EDGE (TYP.)
8-!L�� LOD -LOD-----'
- - -- 1, 2- 284-
OD
21+00.
J.
rpmtD,O z
SEE SHEET G1.3 FOR PHASE 28
SEE SHEET G1.5 FOR PHA .3
BITUMINOUS PAVEMENT OVERLAY V
SEE TYPICAL SECTION 'D' SHEET
M
i
X W
RZA c1p.- 51JUml -a' F N ky,
mW ,. , - U'
IfA4.i .
a,
0
j
- - - - - - - - - - - - - GOT
CO- - - - - - . . . . . . . . . . . . . SAS
---------------------
- RELOCATED 0-
EXWNG UGH'aNG STA: 34+ �4 (TYP.) TAXIWAY T .
- 2 30 R LIGHT SEE
cl CONDUIT DRAJN 01
MATCH TING PAVEMENT OFFSET. . R SHEET 0.2.
GRADE 61' 27+50. CONSTRUCT TAPER WIDENING. SEE
EE AY 'A: OBJECT PRE —• 1§1 S -IRANsmm wrAL W-ON. _jMjVt_ T � m� \a TYPICAL SECTION 'A' AND TAPER
SHEET D1.2. —'MDENIN— TF0_N 'A' ZTNTS�H-Eff`bi.l. 'A
NGAC
< %
BASEDWE'77
STA. 36+32.09 55
OFFSET* 61.31 R
RELOCATED LKllTED_________�
SIGN B-AISE-LINE
.(TYP.) STA: -3 .3
CABLE TRENCH FOR SEE SHEET LI.2. OFF,4E-r. 141.16 R-,
FACON CABLE
1. 'FOR RUNWAY 17-35 OBJECT FREE AREA
mle,JPR F -ME I-P4,1. FOR TAXIWAY­A� V,AND D, �TS Pl.
e- ­E� - , __ . - '. I . - . . — P_ - - — - - — — - - — m_ - — - - — - - — - - — - - — - - — — - . — . /_ . . __j y
2. ...S,Ef SHtETS:Lj.l-Ll$ FOR' TAXIWAY LIGHTING LAYOUT, . DETAIM - AN
-M0bMCA116N3.'
'LEVTLING COUk�E SHALL 9 TP
P.. .'FOR PHAS ' E& A, AND 29, 'IJITUMII*OUS E WtR BASELIN
WITHIN 2�' OF MIME& SbOA&E.. GRADE. IN AREA-d:6F TAPER WDENINQ;:.THES -kf
PA\fMENT SEdT16N SHA'LL.B'E I'SLACED -V WITHIN 2-.OF'MNISHM SrjRFAd STA.- 4s+ A
.9. OFFSFT. AV
OO
To MINI Ot-NUMBER 'OP`#AVIKME;NT ®r
GRADE: THE 'hNAI., 0.". SURFACE. '60URk FOR 'PHASES- 2A AND 2B. SHkLL BE:
P(ACED, IN ONE00FRATON IK-oabER. MINIMISE
40INTS.
j. PROPOSED CONTOURS SHOWN ON -THIS. SHEET ARE THE FINISHED -GRADE, -
,
CONTOURS .AFTERzV bMPLEJION OF -ALL PAVING
16
41
'RUNWAY 17-35 SAFETY AREA
LEGEND
FROPOSE&.00SI70l(R
F4IS?Rq'EiTLIMINfO(J$- PMOENT
'bmkTimr o6mcwt mgkxi
PROPOSED BITUMINOUS PAVEMENT
E '7 ir,.
PROPOSED BITUMINOUS PAVEMENT (TAPER WIDENING)
LIMITS OF DISTURBED AREA
LOP
EXISTING DROP'INLET
ELECTRICAL HANDHOLEE
-EXISTING MONITORING WELL'
RUNWAY SAFETY AREA
EXISTING HDPE
HDPE�• HOPE —
'EXISTING DUCT
LEXISTING BASE -CAN
Cr
/ cp 0,
004
.2
rA
40 20 0 40 80 120
..SCALE IN FEET
1*= 41
0
OL < 13.
nz LIE
< o
Z :z,
Zo. mC f= <
0
cq
20 a ow
.ac-z < Z < U)
m .8 m ,
<
z 0 Ld ix
z w 0.
>c
bnW
0?2
18
5Rq I
lz
\A
Dale JUNE 20"
s=!.
Drawn
,QL
Checked ABM
Protect No. 13DI-1001
&.at N.
Gl.-2

e d��l• '1 ' 6 r '� , '`� "Py c�e�Y�i+'yy�z-''�'� �'_1 h �. �,
1 HANGAR \ °. -
1-
PA M
D AIL �G' N • .}.
. 'INSTALL T9MPORARY ROCI( �
INLET PROTECTION. SEE 1 7 t\
TEMPOR - Y DROP DETAIL ON -SHEET ECZ1 -
INLET PR C-110N �'
LIMITS OF ISTURBANCE
• +••' •.e'.' "D' s• I�`�� �/ice/q/ t s � sr
-MATAFLE: ffNG-P�.VEjdFIJT; TiRA�... .. — . .. ,JAATc:•�T�141W. sD' OBJECT FREE ARE9( : • /It,\, �`��n•^, /S\7 +�'' � 1 , _kigf L = t r 1
15+00. SEE TRA{VSIMON 9ETA1 '. ON
`SEE DETAIL ON ,
SHEET E. 1.3.. 'SHE ET• EX7.3.
.1 --- .--. 1i?•g;.''' .MATCH T0. EXISTING•. e • •� �� /i "' h'
---275 \ �� `�tg0`—L`� co Cs •PAVEPdEN :, �./ j Oq r1 q- ,i5 5
.. -5.• _ e.•GRAQE.. '> ,p i,S ;'�r'4 ,1y �' . .... r,� h - `-za.o-�--
tt:K LOD--+�— LOD ~ x �- !Loll
�P
'A 1's>
�: a. a {. r �{ �y .•� .�., #',. ;mot-• ,:� ,�Y 1 ,.-.
' 1•. 1. •:F r Y.
ao • i •.s-"' - `fir." 1Fbl�: o os+'. � z�+b:D
' -k• nr. "e7E- ''9-M •'- f !�.rc•... '.+.�, �:.� ,�rT •.+.
- „ti:' <..t of ai.• +a r e:, lE d• f1s;_;,+
�. t r�i n :.2� • . ;�' rW ::I.�"t�"ara. _ .� _b,•: °- a a-- ..�`='�i`f�,. A �
.�--F'r;,:�;r:=,.;.,•�•• •='y. - -k=1•.r.: ;? _`.' 't'kf.. .{ ;i.-. - -, ,•:i":�1- S' z
�aF 8 'S.. •Pfy�,o7� ,.fr ^?i''.L�•'r n i'••Y: '�� - r•F'i ': €fie. o \`' ..[ -.;"'
GyS. �.E':•� - L'Z" fi "� ^. tir � ••,•
k-...,
'4. '?• �:�' f$ „s '-"I• \•�'-v' ..L, 7 �C. ' I. -'C.2 z'+.y'--+�:-. -S7e..- t, ,+ z^,a l+:j f '� t.�� ,:
.. ""�h � }i?{':'e;+._}-.r. — _:^ii S a °� ..slG '.�'r � _ � S � ti fl - of .- "a� .�.r ,.�i"v hhe � r�- 7 �x >, '•�"�'t i.. 1 '�[ _ ''°� xw.,5. � r„ n. S�nb'•L Tor .�!' ;Pa' •c ;,s a. .t; .
_..'•lr y r'••D -'� �--� , ,r^' .' '• i�, - ^ _ OOl 00l OOL .,GOY .... OO. •+v }
Zoe-
T+YTCH EXISTING PAVEMEN — it OVERLAY EXISTING CONCRETE' STA: 20+85f TRANSITION 'q i 1u�4f
TO FIRST CONCRETE 4
-2i ' GRADE. SEE TRANSITION • AND MATCH FROM FULL DEPTH
• DUAIL LAN• SHEET EX7.3: JOINT LINE, RECONSTRUCTION 10 TYPICAL
—TAXIWAY '')' OBJECT• FREE AREA. _, , .. .. �.. SEOQN 9- SEE _E"SIMM ..
. • . — . — .. — DETAIL ON THIS SHEET
RECONS.7RQCT BITUMINOUS PAVEMENT.
AGGREG.A BASE COURSE TO REMAIN. \ • O
SEE TYl}ICA[ •SECTION 'E' SHEET D1.1 I \
FOR TAXIWAY V -RECONS RUCTION_ I
POR'ARY. DROP'
IN" T. PROTECTION . -
I / \
BITUMINOUS PAVEMENT OVERLAY
SEE TYPICAL SECTION
SHEET DI
i s0
- . 2.0' .14ASE'.COURSE
2.0' SURFACE COURSE
7-0' SURFACE COURSE
.HIV.DENS17Y STRESS
_ RELIEF INTERLAYER
SEE TYPICAL SECTION
'E' ON SHEET D1.1 FOR
PAVEMENT SECTION • -
• 1.0" 'MILLING
REMOVE .EXISTING ti „ �XISS}}IING' ,•'
1. FOR PROFILES SEE SHEETS PIA 1?4.1. FOR TAXIWAY 'A',:'C' ANl7''D'. BITUMINOUS•,CC61CR¢TEd•• EXISTINGIN'PERSEQT1bN%.£LEVATIONS;S£E.5WEET5 Et.t-£1•-B: PAVEMENTPAVEMENT.,• ='•'• dBIJUMINOUS
. .. .. " • OVERLAY
.2. SEE SHEETS .L1:'1-L2.1 FOR TAXIWAY LIGHTING LAYOUT, DETAll:S AND; - . P-603 BITUMINOUS
MODIPICATIONS, TACK COAT
J.. WITHIN- ALL, AREAS OF PHASE 29,'BITUMINOUS PAvEMENT,.•SHALL'•,BE • TR141s1SITICitSI:` TU'•11L
-CONSTRUCTED To WITHIN • 2' OF. FINISHED SURFACE- GRADE. - 175E flNAL,: 2
BITUNI NODS SU,'IFACE COURSE. S;1ALL D� PLACED OVER PHASE-12A AND; 28 IT.: TA-41 IJA`(.'�f
' ONE OPER41TION• N ORDER TD MIMMIZE THE NUMBER OF' PAVFMFNT JON,TS. 61T,JMR/1flU5: 0V�RC:AY
•4: PROPOSED CONTbl1R ' SHOWN,' ON THIS SHEET ARE THE FINISFiE6 GRA[i.E NOY 1'd' L`E
'.CONTOURS' AFTtR COMPLED,OM OF ALL PAVING.
I'S e9-E .. ♦ el" �- i7
z
/
. �. • fit. I � / / /' y,�/ �
•' � '� �' •ty '� �\ �� T+ t'�B/+- / well
/^LA N' 1
�3t
D ! T
d fl,'S •1.4 z
h j;
T :4 fin
J •I t
it
u't
V A �r ,s I
r�, r
4 9,0
7
j II •o `\ � 1' II o� '\\
// %qq I / I . I • I .� I � ZL
aq iY' o I j t MZ'Z.
ir QZz'
O
a� .JCL
Liz 4M' — .t
z z < Q=
zp- W<0
oFz S !l't7• .
U g Q
40 2-0 .0 4080 120
SCALE IN. FEET
1'= 40' '
LEGEND
.'EXISTING CONTOUR. ...
------ 29a------
PROPOSED CONTOUR
• 28:p
EXISTING BITUMINOUS PAVEMENT
''++`•:.: :�,:->d; '>:.;.;.
EXISTING. W REiE PAVEMENT
; •}•
PROPOSED:BITWMINOUS•PAVEMENT
-
PROPOSED„BaTUMINOOS PAVEMENT .(TAPER .WIDEJNIQ
LIMITS GF DISTUfiEtB'AREA
LOb
EXISTING DROP INLET
ELECTRICAL' HAgO} OLE
EXISTING MONITPAING-.WELL
RUNWAY'SAFETY'.i REA
— - - --- - - —
EXISTING HDPE
— HDPE— HDPE—
EwSRNG DUCi•,
EXISTING BA(.I'-CAN
q� CP
Dota
DUNE T01f
Scala
• Y"=5il
GYM
J0L
q(scke8 ABM
Pfal NY• 3301-1401
syeat.No .
G1.3 :

FOR TAYJWAY
72 GRADING. SEE S'L] . . . . . . . . . . .
G1.3 FOR TA)aWAY 'A'
GRADING.
SEE SHEET G .2
14n
..... .......
z
MATCH TO EX19TING BITUMINOUS i t
EXISTING DROP INLET TEMPORARY DROP• PAVEMENT GRADE
INLET PROTECTION GRATE EL 27.00'
INV. EL. 14.18'
12S.X_i:�Nk
IM,
-
EXISTING RCP - Z
2
-
6
Q
* 4,*UR1
AIMIN---
+
30
z wr
A�J 1.51 47r'. �i�_aa
�Iw P.
LOD L _L(LD
2. r"
01.2- . SKEET BITUMINOUS PAVEMENT OVERLAY
A : "A ' . ..' . Z.
SEE TYPICAL SECTION 'C'
FOR TAXIWAY 'r ON SHEET D1.1
" tr
LIMITS OF DISTURBANCE
TO EDGE OF PAVEMENT (TYP.) VEXIISTING GRADE (TYP.) N4;.
4 'Sic,
14.
EXI • NQ jQO ATE f:
n
A
e
<
4
A4
P
1. r-.OR'.PRQM-E- SEE';SHEET P4.1.
*2...BITUMINOUS' LO/EtING'COUF(SE SHALL BE PLACED M Vfilliltf 2* OF
hNiSHP_D'SUWACJE.qRAbF_ THE FINAL 2" SURFACE COUR5E-sFIALL BE
P .i,% A �0 'PAVEMENT
WERkTION IN. ORDER TO MINIMIZE THE NUMBER OF
T
3. PROPOSED), CPNTDUR9 SHOWN ON THIS SHEET' ARE THE FINISHED CffADE
00WIfOURS -AFTER COMPLEtON QF ALL PAVING.
LEGEND
.EXISTING' CONTOUR -
- - - - - -
.PROPOSED CONTOUR
23.0—
• EXISTING BITUMINOUS PAVEMENT
EXISTING CONCRETE PAVEMENT
.PROPOSED BITUMINOUS -PAVEMENT
MIR
PROPOSED BITUMINOUS PAVEMENT. (TAPER WIDENING)
OF DISTURBED AREA
LOD
EXISTING DROP INLET
ELECTRICAL HANDHOLE
Q0SnNG i.40NITORING WELL
RUNWAY SAFETY AREA
—
EXISTING HOPE.
HDPE— HDFE—
EXItMNO DUCT
rEXISTIN. BASE CAN
j�k rA
Dt.,
ajkE ZQ.Cii
Dravn
Checked
ABM
PPoJxt Na
33M-1001
40 20 0 40 80
120
Shed No.
1 LL
SCALE IN FEET
1 "-' 40'
. 4

� �.•� , t x��7r
1 k SEE SHEET .G7.3 POR
PHASE 28. a
I ih
d ?a•�
rV'.1
.. • SEE 'SHEET, G7.2
y3r� utC� -tilt a•. '
BFli-JMINOUS-PAVEMENT -eVERL4 .. — .. — TAXIWAY 'A' OBJECT FREE AREA
39+AOt TRANSITION FE (OM 4.9'ck SEE TYPICAL SECTION 'C' FOR
STA. (34+00, TO 39+00) TO SERE, Y 'A' OVERLAY 'C' FOR TA.
0�LAY STA. (39N-00 TO 49+00) - (39+00 TIO 49+00) LIMITS OF DISTURBANCE
TD EDGE OF PAVEMENT (TYP,) � - - -
-9'- COD \�"" CLOD ~ ' L00- ` /LOB ~ \ LOD - L4� - - COC /LOp - - LOD - -. LOD 4=aa=7_ g7D
,'.: .Y'. j'�4.'- xr . y rO'.auN !?•-. ;,1"' '.*'f. _ _
"'1 i '.v-.'„N•. 'c. cwYd ' 2r;.a.. .;.•M;, 2r,
� i ���� �Q ;..;y. r'i hK;.s -�;. .�, 5. .,�� '•.� .�-- .�."S4. •Y�avF .ti.;i "�•�•" ��.�, xTi..'w .y c I- .q., •' �'..�`:4 Y..�,.. '-.7 + �.
/. - c:4 .� .,'h•. - 0a•- _—'.s :n: r3.. J. :.. ;.��3 +.�.c+- r.. a r-�—,.lc--i � ,- r .,,;^-sS, ,`:r:. y <'R"z,:. --_
i `5° ' ',• �^��.. 3 2t-;��, _•`.r�.kSa_.��n - ,(':- ��,s,.._v'� 1-'y'` I`rt.•.". r,.-. _v;'� . ..o %:J�•-s. ..r�c.; I'. :s`�a*.'.i r ; s; , '�z . n• ,��•a.. ••ar',,?`z:;;.3r+.k`{��, t r�
.i,t,{'•.. `xFn.?
fi+00 :S .
+
,g: 5,,. 1{. :'n, •xy,' G. I .e' �+. '-,: �. rri.:.
J. 38+DA , .w, s'' '� ;:p,:T -'4+ w.. �+'d - s, -:iP' .C?'` ear, . o •,..SYP__o •k: r . °r °- i1 a., M �y-„s- .: t.
I� y��#'•' f Y I i . f''y oa r ., ., .-0-- Inz..,.. •?.;+.. ... ..,: •3".. 3R •Mi,..: 'E5T"
/ a .+ t -°'3 '°.•, .'" '� Jg.
ze.o OOl" --- --- ��--
_ _—OOl-Y--'� of /-� '001
�• � .. � t �,� _ _� _�— -- __28.a_- _, o_ r ---•erg
\ r• r *, rq,. r �r _ �� 1 -_ST : .36 - - - -------z7.s-_-_ -- ---------aao--T��,�
^tea o-- _ _ -
Y j '0 j • GONSTRUC�-wER WIDENING. SF9.TYPICAL ^�� -2�s-- _ SECTION 'A'• AND`W_=R WI0GN+NB_'rz,,fiC
• - r 1P� ��-�'!Y � '�' � ON -SHE Dt.l; � TAXIWAY 'A' .OBJECT FREE AREA
R 55: ` 4-ir �/- 270__.� 'p .. - -
.�., $TA:' + 9: �+ tiff •�,"�.-" j \ _i' EL�ATE'D LIGHTED SION.• - -'- - n'
.OFFSET' k •'r�•`vc.Rt rt �, y- + SEE HEE`FL4r2`-`-'=qnY
BASEUNE 'A' BASELINE 'A' / / - - --ssa•----'-
STA: 38+80.86 STA:�gf44.58 _ - -20•Q' - _ _ -
• .. - / �00 I OFFSET: 73.40 R OEPS�T: 48.60 R
''. /� J '
SiA�435t6+IFJ47'
OFFSETd.144 :.R �' '� �iJ / �'r EXISTING LIGHTING
CONDUIT DRAIN
.
_ -
'
BASELINE 7
'
/' / . s+•' - - -x9
. •. // 8A5EE��11NNE.'A'
S•
.. i / , STA: 37-bs3.49
OFFSET. /151.49, R
''
STA•' .35+80.93' "••.
/ /
"TYPAL 'B'
SEE SECTION
. % . % ': Y•-y ``%S `•.'c.• '+'�';.•>>.//
- / /LOBRT'1<D TAXIWAY 1GHT (1.)
.
,�.
SEE SHEET L1.2
RUNWAY I7-35
//".:�%<' w { ,•r;;;. ,1 w ^
/• -
08 FIREE AREA
..
�^270�_
\.MM-6H
. / ~'v;• „:>, .; "�_.: ;:.'
• 2•. '^
' •+'>
-EXISTING PAVEMENT
�. .. ,t ..'
"r'rs' • -
STA .8+'DO.
.•..- '•
SE £ iiiANSITION DETAIL 'D' ON
. ;!,.,'cam:' ..v: _i•`,%-``{ �^
SHBET'D1.2.
-
:.
NOTES.
Atti•;
1. FOR PROb7LE5 SEE P1.7-P4.1. FOR FAXIWAY''A; 'C' AND 'D'
" ''
,SHEETS
INTERSECTION- ELEVATIQNS SFE SHEETS E1,1-E1.5.
.. :- _ _
-
' ..
2. SEE SHEETS Lf.1-L2.1 FOR TA)GWA.Y d1GHTNG LAYOUT, 'WAILS. AND
-
MODIFLCATIONS_
3_ FDR PHASE 3, A BITUMINOUS. LEVELING COURSE SHi) A",BE PLACED TO WITHIN
2' OF FINISHED SURFACE-GP,ADE. IN -AREA OF TAPER. �-15ENING, THE
•
PAVEMENT'SECTION SHALL BE PLACED TO WITHIN 2•'OF..FINl. F.,O SURFACE
.'
GRADE. THE FINA4 2' SURFACE COURSE SHALL BE 4sL'ACED -IN ONE
OPERATION' IN ORDER TO MNIMIZE THE NUMBER OF PilNgPENT JOINTS.
'
••
4. PROPOSED CONTOURS SHOWN ON THIS SHEET ARE THE .1NISJiED GRADE
CONTOURS AFTER COMPLETION OF ALL PAVING.
LEGEND
EXISTING CONTOUR
------ -45.0 ------
.PROPOSED CONTOUR
25A'
EXISTING 81-WMINOIJS PAVEMENT
EXISTING CONCRETE PAVEMENT
•• . :• u'
PROPOSED BITUMINOUS PAVEMENT
PROPOSED BITUMINOUS PAVEMENT (TAPER WIDENING)
'
LIMITS OF DISTURBED AREA
LCrii
EXISTING Oki- INLET
•ELECTRLCAL HANDHOLE
DDSTING MONITORING WELL
RUNWAY SAFETY AREA—
EASTING HDPE
— HDPE—.HDPE—
EXISTNG DUCT
EXISTING BASE CAN
40 20 0 40 80 i20
SCALE IN FEET
I.= 40'
O Q
w -- Z
o = F A r)
0_
Z Z P J 1' 1n
0]
Zo _ ¢d
Z 0 W W
ro Z Q EC U'
Z
X
R-
mpp
P
��8. yIG\•
na n
' TUNE 2D11
SW� '
Dra o
JDL
CNeck.l ABM
Project No
3301-ilpt
Sheet Na
G1.5

1: FOR PROFILES -SEE SHEETS-P1.i"P40. FOR TAXIWAY 'A' AND TI' INTERSEC.TION
ELEY1mTIDNS• SEE SHEE7S'E1.1-0,5.
2. SEE. SHEETS L1A=L2.1-r4DR TAXIWAY LIGHTING LAYOUT, DETAILS, AND
M06lFICAT1ONS.
3. ALL PROPOSED BITUMINOUS OVERLAY IN PHASE 4, A BITUMINOUS LEVELING
COURSE SHALL 8E PLAtED -TO MTRIN 2" OF FINAL GRADE. IN AREAS OF
TAPER WIDENING, THE PAVEMENT SECTION SHALL BE PLACEJD TO WTHIN' 2" OF
FINAL GRADE. THE FINAL-2" SURFACE COURSE FOR PHASE 4 SHALL BE
PLACED To'MINIMIZE 'THE NUMBER OF PAVEMENT JOINTS
4- PROP.CSW CONTOURS SHOWN. ON THIS SHEET ARE THE FINISHED GRADE
CONTOURS AFTER -COMP{ -,AaN OF ALL PAVING.
4Q 20 0 40 80 120
SCALE IN FEET'
1•— 40,
3l
�f I \ I I B{rSELIN ol;:
�TA•
I An
1 - Y ArPx`: 29. B� I I V• - r+7 'd``rTx-.
O
a
•� 1 � 1 i 1 .t 1i
{I ID J I I 1 I' I4 SETA: 4l-111.881 ( II �' �•. ?fifi
- OFFSET:1 So Rr
I _ TYPICAL SECTION 'A' AND TAPER
I LIMITS OF DISTURBANCE �r y �_-
I 1 TO EDGE OF PAVEMENT TYP. -��/ BASELINE Ti' �R a .O
I \ ( )-cY.+•5' i 1 STA• 6+$$8.07 ..:..`:'
1 _ + - BASELINE 'W / ♦ OFJE' 50.80' _ r;1
- '-
STA: 5+39.98 P \ i LOD Q,�A•,�'k•
1 sK OFFSET: 30.20 y�� 0.` /� D .. �4v": -.••
l ' LObOD OD—L•'JD--��"COD �A - 10� - s -J
• 3 ,�: _ r � , r 4 - E"°` ,, 4 , 1•Cr;-. �+'Xf "�`' s''iyliF T �,•:, J r t :- -- •7 E ... -'�i•,39�6 T"' z3F'
jlp', r t sal r 1 1 tr •yrf "'y4�..vrt'� a• ')+„r.
,I� z y i �'+7v -„r .L �•`� - = i r"S" .n ,-+ 5�"{� Ae +•• rr',r,.,- "s"'• +.,4, 's j.el"
E :, �� , rY. '�' _ � ¢ Y �, I /`.� I K. ,Y +�+� ,'r � S - i`: r �'y ' r �S�dF. :�i'� • .�D C k�� � �` Qk. `-�'� ors e x
3 ;- m ; 'Jo- ,�r`'E,,, 4—+�— � � k+�g`S�a�r SIISIii r '.,».. "`' s y�� _��,�'-�C��r�r 7• _ - "l�r. v�' � a �,' i ,.� r ^�• ,.
'� 'A' i - F L� tFi:P' . � %".$'^ .+F •r � ab. - ' ri tyT a�ytl?as� 1. � - x �i. �A$ �r ti,. � ; - ,�.
� �_ - 'S� .�-�'�'��� - LTF't', s' $m . TI} �' - � ifs ' ^"� 11 "r,' ;�-, 3 '�a- .,.-'•+,ft'�r� s�•y. ar' �r � +;"'s ±t � ;Ni � x� ; '�' ,fi
5tr bi:, "'T'' �N? 1 .vim'':, L r i - ..,n��A .r ri �.•,.�i" •.++j '�E' r",��FE ;
1 y00, •--Doi r--UOT= / '=1-
1 ��r�-----� ♦�� �_.._._ `tea-----� BASELINE'H' —y0.
,�� F• _.s,.
\ _ BASELINE 'H'
BITUMINOUS PAVEMENT OVERLAY- -----_ '�•-7B.D� STA: 7+9?.5A Q
I SEE TYPICAL SECTION 'C' FOR ♦ - �7 OFFSET=50.90_IZ \ ♦ ^
TAXIWAY V OVERLAY _ _ 1I \ •YS
SAW CUT EDGE ♦\� \ � CATE7'fAAWRY- ' ' — ' L� -TEB-LIG}H-T�EED- . ♦: l� a
MATCH EXISTING PAVEMENT .. — \ \. - - T� SEE B EY u s � 55
STA^ 0+9.5.49t. SEE SHEET LI.3. _�--
TRANSITION -DETAIL 'A' SHEET `\ - _ - _2T•- - BASELaF•
`1>:t- '�" STA 49+3 9
131.1. OFFSET: 50.8 +
\\ 11
CONSTRUCT TAPER WIDENING. E I g
TYPICAL SECTION 'A' ANP TAP
WIDENING SECTION 'S' ON SHEET♦D1.1.\
1 1 1• I
1 \
SEE TYPICAL •' '� ! > 1
SECTION 'B' SHEET ♦ 1 I 5
TEMPORARY SILT FENCE ♦ / 1
(TYP.) SEE DETAIL ON
' SHEET EC2.1 Yrcp ♦ \ COD
{I � I
Ix
a °BASELINE 'A'
. I o STAh 50+87.36 I'm
. S� 29.72 R' J I
LEGEND
EXISTING CONTOUR
------ 29.0 ------
PROPOSED 'CONTOUR2.rA
EXISTING BITUMINOUS. PAVEMENT
?rt�;: - :.=-s`•s-.:..x
EXISTING CONCRETE PAVEMENT
•• ^.• "'n'
PROPOSED BITUMINOUS PAVEMENT`"s•�.;:;:."
PROPOSED BITUMINOUS PAVEMENT (TAPER WIDENING)
LIMITS OF DISTURBED AREA
LOD
EXISTING DROP INLET
EjLECTRiCAL HAND•HOLE
EXISTING MONITORING WELL
RUNWAY SAFETY AREA
— - - — - - —
EXISTING HOPE
I— HDPE— HDPE-
- EXISTING DUCT
EXISTING EIASE CAN
`i BITUMiNOUS'PAVEMENT OVERLAY
SEE TYPICAL SECTION 'C' SHEET D1.1
r
x
c7 m�
I)ETAIL ON THIS
'ET FOR TIE—IN
EXISTING APRON
L TRANSITION -
EL SECTION 'C'
SECTION 'B'
TRANSITION TO DUSTING GRADE
2.0• BITUMINOUS 1.T BITUMINOUS
o SURFACE COURSE SURFACE 04URSE
•Yh PROPOSED FINISH GRADE
< P-603 BITUMINOUS
m VARIABLE DEPTH AILUNG TACK COAT . y
SrR wn� WOUS SURFACE COURSF <
THICKNESS VARIES '''.'• •`
. LI.QIG A Ei6$71MB BITUMINOUS_ d ° e . . INSWG 4
.4
'+� :li',{IY'(4• .'5{.. • •� HlKil OENSq'Y 57REss RELIEF
.. d •. b 4 d- e,.• a • PITE'RLAYr1Za '04'
4 A Q
1 e _ EXISTING CONCRETE
. e. - • e PAVEMENT (B.5.1)
4• 4
r. e . e' a
c ^
4.... TRANSIMON DETAIL FOR ON
EXISTING MMINOLIS PAYMENT 0WR- CONCRETE
NOT TO SCALE
oa
a p
_Jw ¢Z Z
oU O Jd
zz OJ En Zm
Jm Q
a Q 2 Q U.
ty
C3 }i
z- 3
X
3 �
w
,vA CA
4Nt
Aa
wn:n
Date
• JUNE 2011
Sella 1'-40'
Drawn
JDL
Chaeka4
ABM
Prejacl Nw.
33D1-1001
G1.,6'!

avow
amum
m
�im
m
=mom
lomm
w
mom=
MAE
Emm
wou.
�IM
ME
. _
--firs.'.
;
..l
't
1��0
HANGAR
14
bgs I Ks. b -MR!' PAN ZMEN7
r: °
{• a ,.� .': '�'; -I -
A: ' EXIM Nap VENE r- '.
a $ ;. a • ' •s GRAD 'v'+E6. 5 71
•�.- - N SH ETD
' .. ° •$. ,101 #t V1AY'.1 � END : _ '
I—.. I
�l ed•:
..� , yt-, - • w.T� k t+� '1'^ • '„fir. E� . - � �a. , �C`� _ �.
-•tom.. , u. „�
t.
t.
Fp _
'ice . . r.. r.._ � _ r •`a ' �` �,- �' a e a ,.1: � _y � ,,.� ,
:L�., �o J;o `'^, tLn -t• '�29
Jf,
, ' w. - , }J',y ,' , ... -. _. •.. ': �.. , .•. : .k ` - .l .__-. du.:,v'u,ia•.x4�,.-4�,_:�t i � ,.... . �h �-, sV . }} .. .-
3,. �\ 4.. T.. �,. f."-' Yv /"__ ,i,: I,2. 8+y'�r -e'.. �F `. �. •� ...!'� A _ i .. �,'... ""u-•T ti. I ihr-,' F
_
-v '..-' w .. •� n- .,,..A wJ J-V' -'_y ..: � ,�4 ". e•,,ti .''.. — .J�. Xl� . YT +S< ,'TD':- of ,v u• 4
.+ , s. .v.. _ ..� _. •- - k.x a.. . ,,. .. 1_ .fit, .:; w.:sd *:aF �• ;'C ..fir?Q €1..9 1•, "'cf.> M.: Ftly
li•7 ' � �e : +,,.. ,ru,. •N .,T� E ". ,. 4 �' _ '/; L �Y.;.Sw.} 5 ✓.. z • 5 ...�'f'� .s a `. , 'i .,- ;� ,�: c 'YL':.
•`'i,. 'Ti-, �. �=93 "Ss,`,.. '�. (d 5e. rt r .�. �i: - :,. •r��s '..� .,� ,7` •?f'4'I �., . -a.: �r . d s •- ',ri•••-_ -r. F.. - � ' �.,. '.. �t� .r:'..�.�. .i.. °�hi •Ys?.:. E,., �-r �,c ">a''- — .-
c�2•9:b,�•'i_,: r '{I '''E-:$
���. •,,t.''r, :J€: -. s _ _ '.r , 3f' , ."'i%- . �.v _a t- "-`• �Aos t, .Jrld . , • v;Rr:' ,•,tti"F.'>'.rv''-'-`
'J 5:r.: 'E_ �;C�t � �^��-'`j�5�+ 't •w,- - :t`�-,• -b -�ti•�5 y�•;1. _ ,.:.�.�.''a i,�`,;c f.,, ,�., '.?l-...-xs$.., �.'h;..
_ T- c .:{.,.� .•c '6+• r v+ x. to ;x-r ':ihs�.il °+. i.. �xl 'f,' tsi r,. a•. ` �i,��.,fi
_X � �.F �' .• „5': 9 -ea f'i +q T'^. C'.✓ 'I_ �v '.�.. i • . i .k'
fJ�. - >., X. - .�` 3;• 'r: r ,�. •sr a4a: z'- .ar 'ir,i '..F
C:2 :'1d' .1'K�F'•yt.q, "•5.i`: ,j 4': •�'E:i''xt}1 ., ,w •` y+;�y
•�-t'IT+' .,K_ �'V e ..'- '9i'` - ,1,c� ,+ y•s, - Fi'r,`
•'Tr:. -'�? x-rat.-;'�+.- l ..t '.t'_s.'7 ',:' �.s, �, ,�. :�•4, .�u sr,i•?•:ix ,,r.-:. .,e'':i '.'i... Yti
..� ,i^r .F' y� _h .F`.r a+r,�l.+-,'teqa'._ -�� - �•'-'_ �: aw`.•, r� A�. ?, ��'�.., �!. ..i _ ..y
'� r .t5.. - `fit,. ?_, :sc '.:`z t• r� �. i'- :n � k" Jsti., ,, R s9°, .�i's""' r..! .fig ,F °;'frfr.�" -
4y -°S -+:"f '-iA -.�i. '�7` 'lit •.A c,>; '�� :J'7 .s 'fir(` 2 �'
:'i: . ,::E-.- - 4,a , r C3' ,> A'.. 'A HV,R' 7 - 25 . - A? �.3. 3+ „..y •.I : ?� i
F •' t ,. '3 1� , r � ..- -n _ t i t � - ,+,aa _ Ilif r�r% - ]a•'s. •.'F" � A. 11 p ,:'.'L, r i < . ^'.` >J.x .F+�• a 4'q . t•.:'r�c''
- {: � • _ c � .-.?F"• LN` • b :�a "e•1 �" rl..'r p� � t .Tj;:...q, (. ! . I : �:,. -
r, rs • - 4..� I.' : ,3u,r, .. 7'�' ' J _'S$�: `.`. A rt�, � �.:.5r.. ;#. ,i"
.'� •.i:4 P ,,i i '�� k..`�:�T. � �'� +] '"S �I, vxr �'Fry
j • ^�' �-i"''* .' ri Wr_ ,y r..x..b : ��G�§}'! � '�. tr anP". A ,F,t1: ^� I �7,kJ � f�A , °cis.. � 5 '_y, .w.tai'.,y.,, ! ..t.. ""„". Lr ..Yz� !'������'.' � ' '+''L .t , s•�:�'•n ry _r
„ -4 ,
rS.st �: �>ri+ ,-°.,�,,_,� ,�`'.>:"v, sK. •+
_ -'Y.--....�3 r., '.f •':a :.- 't' . _ "��•r.`:l.,u -' r ", ."rn :e�.�Aed r'•,f.
:e•'if: <, .!" �':' �� ;'-;,v :.. i, �-' r y ., 'L••:r ca 7 ••'a � — 2P S;Y 3''ys
.ib r.s:, _ . ;? - .J' -;�
{'M11i r-&a'tI' -.rl� _>Y a:i' _jG' :cf-s.i 4• 6.i
J`A _ 44x T�;i'2.� - .;'• „$r.5, ^' ""� -o,- - ` � ;,r � . •�:C`� :L -
k fi ->"' '��.. - - >x + �;°• ' . k--,55'3�,�:�..,: . x....e>~•,r ,�,'rw,..x^, _ti'S', .•e--J :...'� .
.-,F.. •d%l"'s:,.: x`-�" - r.7 ..:.E. ,..� � r- 3� .-
'� _� HOP _ --OOT ` •: �. T '�' °O`I • aoT ao V,e�p•1 ao�`lao1- qT ao-naT`T-�-
't.. — p0•- -- PAV1�llENT EDGE DETAIL
'� p0�. ,STA:,50{87.30•' - BITUMINOUS P.AVEkENT OVERLAY OIJ SHEET 'D7.1
29,72 R' - AL ECR N B S D7 1
• - � •. SEE C 3 . TYPI � 0 HEFT
� o ...._ .TAXIV/AY'A':OBJECT-fREE;FiA
• ' if UMITS•617 DLSTURRANCE
TO EDGEOF PAVEMENT (TYP.)
• �� •1/ .GRADING kIMIT FOR'REMOVED.'
'•••. .: - ` • • ,
\\\ . T �.J ON SHCdNCRtE D�9. SEE'1iET�G''
.. TEMPORARY SILT FENCE
SILT'H-ENCE; (TWP.) SEE DETAIL ON
TEMPORARY '
• SHEET EC21
TYR'•)•SEE"RETAIL OW'
SWEET• rC2.1- - • .
..•. 1: :FOR-PROFILES:$EE SHEE-;S PIJi P4.t. FOR :TAXIWAY•.'A' SP6T`ELEYA'-DONS
.SEE: SHEETS: E1i1—E1.5.
. • SEE SHEEp'•i1,Q%-L2,1 FOR' TAXIWAY UGHTIN$ t, YApi Tr..DET.'AILS, AM ._ .
. '• l cm0l,CA%NS.
3. •ALL ARCS IN'RHASE;S WILL fEcG1UIRE A 5.0 Fj11UMINQUS.OVERCAY.`. .
4..-•FlkopbSm 6004PHRS SHOWN. ON .THIS-SHM'ARt- THE• FINISHjE©' GRADE''•. ,
' COpTpURV AFTER. COMPLETION •OP ALL -PAVING.
.LEGEND
EXISTING CONTOUR
------es.a=--; =•-••
.PROPOSED CONTOUR
Z='D �"•"
EXISTING HITIAMINQUS PAVEMENT
'9,.A�x':' ••n'•w=-s`+t'.;: ,f at
EXITING CONCRETE PAVEMENT
.PROPOSED 91TUMINOUA PAVEMENT
PROPOSED 'SI'FUMINOIIS'PAVEMENT (TAPER WIDENING)
-aMITS DF D1S7Vh9E'D A,4EA
LOD
EXISTING DROP.INLET •
'�•
ELECIRICAj_ HANDHOLE
® '
EXISTING MONITORING WELL
®. '
RUNWAY SAFEW AREA
EXISTING WDPE
— HOPE— HgPE�-
EXISTING DUCT
' EXISTING BASE CAN
®. '
GRADING LIMITS .FOR :REMOVED
CONCRETE PADS. SEE DETAIL
ON SHEET'D1.2 -
0
CL
ao Q
a a o. zQQ
OFFU =W�
<
F I .
F
Z
Zo= a[L
H
Fob
Z.
X
,'CA jq%�'.
it
�. B.•1A
)eb '
DUNE YUit
;sole
harm
,IDL
ABM'
:roj.c!'NAx
asormin
b t Na
. G 1 • 7

I
If
I
I
I
NGrFs
1, FOR PROFILES.SEE-SHEETS.PI.1-P4.1. FOR TAAWAY''A SPOT ELEVATIONS SEE
SHEET$' E1,1-E7.6.
2. . SEE SHEET$ L9,1-L2.1 FOR' TAXIWAY:UGknNG LAYOUT, DETAILS, AND • .
MODIFICATIONS,
3. A BITUMINOUS LEVELING COURSE SHALL BE PLACED TO WITHIN 2' OF F1N15HEO•
Gftf,OE. IN, AREA OF -TAPER WIDENING, THE PAVEMENTSEOTION SHALL BE
.PI,ACEO• TO VATHIN 2" OF FINISH'GRADE. THE FINAL 2 SURFACE COUI SE
SHALL BE PLACED IN ONE OPERATION IN ORDER TO MINIMIZE THE NUMBER -OP
PAVEMENT JOINTS.
.4. PROPOSED CONTOBRS SHOWR':ON•THIS SHEET ARE THE FINISHED QRADE
I CONTOURS :AFTER COMPLETION OF ALL PAVING.
LEGEND
7XI$TING CONTOUR
------ zs.D ------
PROPOSED CONTOUR
%5-'D "•
EXISI'INO-BITUMINOUS PAVEMENT
wtY �'. '.•'.•r'S•`>i.-+"•.t�.
• EXISTING CONCRETE PAVEMENT
'' •�' :•
PROPOSED 8171UMINOUS .PAVEMENT
p
PROPOSED BITUMINOUS PAVEMENT(TAkR'WIDENING)
1
UMIi'S OF DISWRBEQ AREA
LOD
EXISTING- DROP WLE.T
. ELECTRICAL .HANPHOLE
®. ,
' E)OSTING•:MONITORING WEij.
RUNWAY 'SAFETY' AREA-
' EXISTING-HDPE
- HOPE- HDPE-
EXISTING DUCT
EXISTING BASE. GAN
TEMPORARY SILT FENCE 9✓ ,.1
(TYP.) SEE DETAIL ON
SHEET EC2.1
P d
{ L
a l ! J
tl WC)
s v eg
e a r GRADING LIMIT$. FOR REMOVED
d l CONCRETE PADS SEE DETAIL
.. - .. - - - .. - .. � ; • - 7a0� `a . D .. ..OR3i1E51`Ti i.:2' rgd7
IYq '4 $
,r L00
-� r: J,...re•ti f- ay-' s• r'r y`a< <'s r a `\4�•�\ \
riS rM � � �' 2 'ks � p, I `£. s •�l �/9:Y,Ia 1 t ti • k ti ,s-C �.� j LOD �� \
'.{ 613+00; y fi- r- x/•. �`S'•-� r. 4�i'r'. jr �y s, �..
i'� .��•-� 4a /�•� E x,[ - t r qi - Y3 .. a a r rt,, 4�.'s i 't N' `.�xy�.•. C f' \ �.
� FA1�3'r e9'fi r •d�p'^i� 9 � >'• i � r W. y�L',�,� r �f 4 �
_T.
K Gar }', { 'x'i• `'ti: �'"}I.;i v ' \ \
t'f ^''Sxr Ar,F2' „�h Gi. ♦'7 f,�r L. y ..S•5 7 a>� ,,,.��1 Hy tiFf �'r .arf TI .r`z-.-^-.-^A
r r I,^e: $" •y,'. } r.-_T N TA7( .., t.i x r- r s ,.Cv „y. •\'k.... D \
r t as
,,.ais,.tri.r�r
.�• 5.-x.•`. ui'. i-rF "'; y x •F,oc�xy.r�r�ll9-
�•F• .-"sdt: It_ 1 ,'� a l r . Yy r i -<y � " { f, `ti.-' .a' ': ! :� yi 'Fb_ �, '� a -6.
LI
� ,• y., \ FREE p�EA Z
u ll .."."..zr,s ,_1 Tti - T:'-•s 1-1 �'F J C MITS OF DISTURBANCE 0835.C� c.
�OOI - 00}t---OOI �-L- ; -001 - --OOI / a'+r� "" , •,' x...'� pm
s" y : `�� TO EDGE'0�PAVEMENT (TYP.) �NWAY 97� d_ f0
''Z6.5-`- /1b�-- - _L"I' ••ti <..J iT
C k2i-, ti�"�• Y \ c K
^�OFFSET. 37.45 R �O s� w'k< 1 yR�. is0,
TA%IWAY'A' OBJECT FREE AREA - �s.a-- Jr� i 1 �« �( �t
rise - _fss-- - ? \ 1 �I i u
.. - .. - . - . - .. - . -1.-rem_
- sre •hR Q T AWAY +•a / :., t ,� 3 BITUMINOUS PAVEMENT OVERLAY
\; �I�GHT (TYP.) 5[E •!. 1R A150' / , , r, ft x'r '�S+i ,aor.C
SHEET L1.3. / aI ' Kik`.t I �'�a•: OQ SEE TYPICAL SECTION 'F' SHEET D7.1
STA�73.+63:d3,y o. '•,.,:. lax X'+
I C t\ \ OFFSET: 48.18 R
y �}
{\ FREES.WEA r l `\ 1 1 f$0
17�N.
3� OBJECT - ' -• ' t! =S,'\ �� � �\ R %`
CONSTRUCT TAPER WIDENING. SEE
/TYPICAL• SECTION 'A' AND TAPER
WIDENING SECTION 'B' ON SHEhK D1.1. :• •F {�x� SA1:EN
/) g. x.. 7?", It�"„�3. C! .� RUNWAY 17-35f `
STA: 73+61 23 { ,,. � ;• x k a+ y N ' , R' $ \w 1- Fi
OFFSET: 77.1,8 R iWiG' .
J W Q. Z Z
.. - .. - - - . - .. - .. - .. - - .. - - - - - - • - • ' - - ./ �� i ' �'�..=s .yet?` ✓ '"a .�r�,tF' t .'9�` O C7 2 P J �
[J .r SAFET( AREA ^ i _ JipY i F w .
/ �r27.0r----- UNWAY 17 = _` ` ' •�` A '' is 'n Z p C]- (� W
/ t �� a•---� -zbs-• - - !- •! x .y �` 7 END PROPOSED PAVEMENT SECTION W Z „p0 Z a
AND \ / ` - LOD 'DVD no`LOD -lOD 27--� LOD�- L00 L O d a" x f zt � s s w' db " _S 76MATCH
S. 4�TO EXISRSEENTRANSITIOENNT Z Oz Q a ¢ a
_ _ + t� - - 1- ° •r sY. :+Y `.. �'- s-,.,- R.Z>1t 'r w 1 , xs 51 'ifi y, , 7 DETAIL '0' ON SHEET D1.2
fix.. � ' �J' .'+{• �2aD- [ g7�a,'_••,7 ' ,g: 1! • 4 0. '.5' -;~fr '_ y� # ""�a :^3n,A,: s Dq'P " va l -�•, . , n h .'" .:;_ °. •`. �'''� �'r Z f
- a. -tea,'• '4' S.# l:.r v:.x '- S• fe '� 7k .;'.?'�+r.'�,',:1 �'e7 o j'/ r " '_ q?' "` - .{: k�• x
4 �2 �. �+ 4� v i eif t f . Arn• v1 l'p i� _ a
+ I ti �•'.Xak .. r3
-1 � r� t ,�,a�.�`�i y(`f�"` �• i_ , � � �-•;�s, � r r Y. ��,,k.a��ty � •. , `- e l �' .2 � �, �q.} a '"� � ti+ - T 1 �.- � �$'
Rpr
� `� ��a- - I,-��<" ���"p. � r`.1zr x�k} �• d �;'P a x •x y � ? aEr' r a' ,P Q i J +� � Z r^ ~
_^-xe•Q ,w. b �'•= �' :�r,. _e. ..,s.. Ti.m v x'+?-r `'riv~i v�i �..a Yx �. Lye
......ri ; .r V.? a s. n;�"7 B �'Ls,".,�„ . 'F . .�."•- �;ase7 :rf•.;_- z i `3, :�"?Fti p3>:. r.e t. <•:',,I. i.�•e'`[-?
of 00-1 ' -OOI �-.Ool ` - 00l . Ol ODl i nn S•; s;'•
.. .•a, I.}k ,.�vY'-;r'!..a•":3+ 3•Y ,i�',,,; 3i:7s.. 5"'='�:
_-27.0_����� ,-1L7.a�-26•�_--J�\- i. �. +3yv.'. K:i,• ~ j'.•y?.•n11 ;fI J' 7.i:lh: t.y• •.j.e, {'F'i. ummy
I ,•, •st's+ Y s , er.�r� Cr• .i'-}�, tgi:g�':i:.-a:nc�s'�' •u,.�i(N OAR ,y
BITUMINOUS PAVEMENT SEE TYPICAL SECTION'F' SHEET D1.1 OVERLAY s, fr 't;'. ^` s:•; a~ S �`P
�I'^` a v r `' i .:1°,.•r:'i i5-: r '{ =!:
L''IMFIS'OE DISTURBANCE
7;<e'r '�f';% „>^.G;,::=;_q.a•:.a„ -'ki-t:':- }<g�',: „..'I,T •$r
- .-....-.. ..-- -•- - ---.. �S7 .EDQ OF PAVEATENi_[TY.P;)- - - . - .. - -- - - - - .. - .. =,Y. a •'r } r�' r:F •'>?'-3' . •,S�[. 02997 F 5'
rZw^'.:r?' af,. AL. _ •`a'a -• Y-f = y`'"..r.. :r ,'.r{'r . :s e.x..1,T:'j'.y16I: `'i ¢/) r
:�wra-s :-, 4'. ..r''"-;., � � „{ r5 ..s, y ,Js:;' � •:•r:;�.:• ;..4,f.6+ `r;.:.t..: •I�,r r..:e <. (�Ss/
t.'•et #:�:a"' - r:G�:�-� ;�Ju>.:v - ? ,,:i =2.:/:..:,,/y, +a�^_ rF.,rr t+.F �F
�'%.r'_:. a.F.., �3:;•'u1' 3.'S'i'*+• S" �'�:�.,'�`., - ,r{�Y:' ,t•+, - x(. v?.qv--s..:t:•:I,ar•.• .s•,•, :v- '�•.'YG1NE../��"
ysr."•7•.3,°d- F'r ::rxr:: ,,s_, f=rif}.v..S.w yi-,,,i: cY. s..._ 't: a :•~<';/•�I• Y',;.,: P
s -`. ti':i :�,n,9. t rw?. ..?'; f',. .Y,f: ti r. ;y= 7:F:j'•r'. } r ry��p'" -4{�,•......0
.{:§.. _i;:;a':• •.r•; ir1:3;%�Y7:3: t.'-,::i--8-L;1,{•?` ,: '�£- .{^,t ,.:rE^ 'nc}�( }1r :• t. .•,'� u�
#K<� tr1.-i'a t%y C . �c::C .. i ? i r�;i'.�;M �:i�•+.L nnm
'Y�' ...••7.t: :':'�"."A.:.,-tr3 <<{:1•'i� ".s r,:?-+;� -�--'-.... �+ t•""„� •3-° s ;i:. ,... "e:t• . ....- �i` f�':`ar 7 i'3:�re':
-3'N'.:. �ii"n `.2. .'f.!_'••�'. :�'i� �,°%Ha'i :�- .•!:.•.s's.>n.a_Y9.3,.. ,,.,L'^�^',•,•.t:,.
ly 1 Dote i'
u1 . 21i11
• � Sx+e
D-n
JDL
Crocked
ABN
40 20 0 40 60 120 Project No, M01-1
001
Sheet Na '
SCALE IN FEET
G1e8.

�r
JLOD
•
q,•i s/ L �av,
eTaq rs
\q \\ x .,4
STA: 20+85t TRAN$FDON FRDMJ p
FULL DEPTH RECONSTRUCTION TO \ Y
TYPICAL SECTION 'B'_ SEE
TRANSITION DETAIL ON -SKEET G1.3 \ 1
a_
1
I
I
I t
tj
e
st
-go ,
Z%-
yl ./,� / % � /.r ? Ny Y• „ -' F F � "i+ !Y � f i / . a , �a ^ �,y+,•
fasp _ _-�� J!( is � i r # � `' + ,�•. � . �, k 4 /�. ° �'�.
zs4 s
STq. 39+50t TRTJdSITION FROM
_T PICAL SECTION V TO TYPICAL
SECTION V. SEE TRANSITION
C ♦ kP '/.:r r I T t 4y�j�5 k f \ 1 / DETAIL 'B' SHEET D1.2 _---
d,' 15,7• r r ; f .r y Y .y.\ �i
a r.u(s ° +". * : I Y 5 /)f'a. F eYr< r.�?i (i° - t . \ �•,r.a LOD
i Ss4!. h V ,.y tOD v 3 m i ri
a i ,�.. Y t, 'F.•ca. i 00
r T-PY>• 7"�- Y} ti,. s 93 i�, ^xr'lf g
/ I �} - ~V .a1 c � t (• ,� YJ F � y ., 6 A ° t �+T . �u c '�2 � y ` ��, t � YF�,f00 � ''' 6 `S�
/ TS .� • �s-'* (° / +� t ; x er• � Y., � r Z� y - ��" y •.t y �.' a ��\i �� � � �� -�8�, � h r;'� 'Irr'.
— — .. _... _BITPMIAd0US. AP-.YEPMAE�TAyER ./ jPA
SEE TYPICAL SECTION 'D' SHEET
D1.1 FOR. AREAS- WITH EXISTING n r a n y P /' r / S r° 4 .�•. '�sr `'y}; ;°`y !�'' >`r & .4
STA. 34+00t TRANSITION FROM CONCRETE PAVMENT_^^° 1-r; i t �S EJ,� hPG l is ,v. / L f- Ob' ; r ry, * rr" '� u� { _,•��^
TYPICAL SECTION TO TYPICAL
SECTION"S'. SEE TRANSITION DETAIL Y sY v k -3Ra' `a •y, �,", +� _ , > _gd.
t}.,, a .cp•AF•y:, 1 ° ` S@'00
'B' SHEET D1.2 /. I 3a _ �5 v •mil i I4 7 i i � � tgS:� � �' �:• W f.7 1 --
I ��P S �- y r��{*pd�, I' t•F.� � i `� iu � q �� -'" d
—LOD L AD -- L y. t�vr �'d �""x P-?� 4 �y"� `Zjf <. v°� - - - -
--
r a 3 •-- x a l '� 5 r 5 35#yOaf '• I _ Is4Sa r (,x,
!H.f 4°•` ;� -. _ r '"Y, '- �e rk"' r, p yo-q 1 ` ' „ Y `': y� 1 N, '� .• I
/ d 1 -As
{
sia� y�;t` A• a3�.r 4.i x r F}J I"'trt .f a. r $.M.�,F '"4'' r,,t•., / ,y• 'I 1
• s '3' . z >i 'f. -�i��, S' p'4. f,Y♦'Si W} - / R = .5g
a f x-�+'I`� - � ;f rs, I��' E�'y /:• 5 �/ ---.
.T.Cf"i va I- -.ti. W' a w _y i. ti.q rN •f� -'" r 5 2 ''yy
y .x yl/^a: "- r, 3"y_r,�,�s( h ♦ �.�� i-�^
OOI� OOl -2B� - � �_ - U- 10EME x sSt M. / \ CONSTRUCT TAPER 'WIDENING. SEE TYPICAL
x T r I i r rk# Hr / --
. OO?` Oy/'`-$ E r`�10 r \ SECTION 'A' AND TA-NDENING SECTION V
, \, ' ON SHEET 01.1.
CONSTRUCT TAPER WIDENING• SEE
- �S•- TYPICAL SECTION 'A' AND TAPER \\ R
AXIJY •A'�0 ,IE¢xFR\E AREA, , WIDENING SECTION 'B' ON SHEET O7.1., .. ` 3 t X
RELOCATED pGHiE9•----^•'\,� r'eFsr'. t ,...R /t
SIGN (-Fi'P.) SEE
tom
RELOCATE) TAXIWAY
^ __SI{EET o I 5'i<•♦ }° ,,.,}. \ -L"t // / 1
LIGHTLTYPJLSEE
MATCH mpNG PAVEMENT
STA
/ 1 . / .• • ;: 'u': •', ,.. . / �� SEWANSITION DETAIL 'D' ON
RUNWAY 17-35 OBJECT FJEEE AREA /� �• 1 ,,:'; .� ~?S - �' /L RUNWAY 17-35 08JECT FREE AREA
/ j / `=°;';;;; _ - :•;• /UYhS OF DISTURBANCE
- / / ••s„,^�* •,,}j ,.�r"c"?. e� O EDGE OF' PAVEMENT (TYP.)
09
40 20 0 40 Be 120
SCALE IN FEET
1'= 4W
LEGEND
EXISTING CONTOUR
------ 2x0 ------
PROPOSED- CONTOUR
25.0.
EXISTING BITUMINOUS PAVEMENT
�w.�:.'�:•";::•s>; ;%:{;',:.
EXISTING 40ONCRETF. PAVEMENT
` ' „ „ ' •n",
PROPOSED BITUMINOUS PAVEMENT
:'''"'"�'- "f •r -
PROPOSED BITUMINOU$ PAVEMENT (TAPER WIDENING)
LIMITS OF DISIUJ38ED AREA
LOD
EXISTING DROP INLET
ELECTRICAL IIANDHOL E
EXISTING MONITORING WELL
Qp()
RUNWAY SAFETY AREA
— - - — - - —
EXISTING HDPE
— HDPE— NDPE—
EXISTING DUCT
EXISTING BASE CAN
I
0
Z
Q
a
as QZ z
ZU =F Jam.
Q
KZ aJ Z�
0
zo Q= ¢LLJQ
F F_
�Z
Z -1 �r
3� W
Z
0. 97!q
GINEE•,.�Pti
nanB'aKC
Data
JUNE 201!
Sella
'-nar
Oivan .Dr
Checked aeu
P-)-t N.
33DI-1001
Shoat No.
G1.9

a
r
r
EROSIOIJ.'AND SEDIMENT CONTROL NOTES:
1. - ALL•TEMPORARY -OR PERMANENT EROSION .AND SEDIMENT CONTROL PRACTICES NECESSARY FOR RETAINING
SEDIMENTS Ott THE CONSTRUCTION SITE SHALL BE INSTALLED AT THE LOCATIONS AS. SPECIFIED ON THE PLANS
PRIOR TO'ANY. LAND CLEARING, GRUBBING, GRADING OR EARTH MOVING ACTIVITIES.
2. )CRITICAL EROSION. AREAS SHALL BE GIVEN SPECIAL ATTENTION PRIOR TO AND DURING CONSTRUCTION OF THE
PROJECT AND UNTIL. SUCH TIME AS STABILIZATION OF THE PROJECT HAS. BEEN ESTABLISHED.
3. PERIODIC SITE INSPEC71ONS WILL -BE MADE OF THE EROSION AND tEDIMENT CONTROL MEASURES TO DETERMINE
THEIR CONOMON AND' PERFORMANCE SHOULD ANY ADJUSTMENTS OR REPAIRS. NEED. TO BE MADE, THE
CONTRACTOR SHALL RESPOND IMMEDIATELY IN MAKING NECESSARY REPAIR; ADJUSTMENT AND/OR REPLACEMENT.
ANY'.SEDIMENT W, CH HAS BEEN TRANSPORTED BEYOND THE PROJECT LIMITS -SHALL BE REMOVED AND/OR
STABILIZED AS DIRECTED BY THE ENGINEER,
4, TOPSOIL AND AGGREGATE STOCKPILES -SHALL BE PLACED AT THE LOCAfICR4.!AS DIRECTED BY THE'ENGINEER.
SILT FENCE SHALL E E ERECTED AT. THE TOE OF THE STOCKPILES. SILT FENCE SHALL BE MAINTAINED
THROUGHOUT' THE 'DURATION OF THE PROJECT.
.5. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED ROADS; PROVISIONS, SHALL BE MADE TO
MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICLES: TRACKING ONTO THE. PAVED SURFACE. WHERE SEDIMENT IS
TRANSPORTED ONTO A. PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF
CACH DAY. SEDIMENT SHALL BE REMOVED FROM THE -ROADS BY SHOVELING DR SWEEPING AND TRANSPORTED TO
A -SEDIMENT CONTROL DISPOSAL AREA, STREET WASHING SHALL BE 'ALLOWED ONLY AFTER SEDIMENTIS 'REMOVED
1N• THIS MANNER. '
6. CONTRACTOR SHALL MAINTAIN AND REPAIR EXISTING OR PROPOSED AGGREGATE BASE ON ACCESS ROADS,
PARKING AREAS AND/OR OTHER VEHICLE TRANSPORTATION ROUTES AS REQ)JIREO.OR AS DIRECTED BY THE
ENGINEER.
7. EROSION AND SEDIMENT.CQNTROL MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST
STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE, FUNCTIONAL.B&ORE UPSIAPE LAND DISTURBANCE
TAKES PLACE. THE MEASURES ARE TO BE KEPT CLEAR OF DEBRIS AND -SEDIMENTS SHALL BE CLEANED OUT
PERIODICALLY DURING AND AFTER CONSTRUCTION ACTIVITIES. ALL OTHER-StbRM- WATER MANAGEMENT FACILITIES
SHALL BE INSTALLED AND MADE OPERATIONAL AS SHOWN OR REQUIRED -BY CONSTRUCTION' ACTIVITIES.
S. PERMANENT OR TEMPORARY. SEEDING AND MULCHING SHALL BE APPLIED TO DISTURBED AREAS IN ACCORDANCE
WITH SPECIFICATIONS OR A$ DIRECTED BY ENGINEER- AFTER FINAL 'GRADE IS REACHED ON ANY PORTION OF THE
SIZE TEMPORARY' SEEDING. AND MULCHING SHALL BE APPLIED AS DIRECTED.BY THE ENGINEER TO DISTURBED
AREAS THAT MAY NOT BE A FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER -THAN 21
DAYS. PERMANENT' STABILIZATION SHALL BE APPLIED TO DISTURBED AREAS• THAT ARE TO BE LEFT- DORMANT FOR
MORE THAN ONE YEAR. TEMPORARY VEGETATIVE COVER 'MAY BE ELIMINATED IN FAVOR OF THE PERMANENT
VEGETATIVE COVER IF SITE CONDITIONS PERMIT AND THE ENGINEER SO DIRECTS.
9.. A PERMANEN7NEGETATIVE COVER SHALL BE ESTABLISHED ON DISTURBED AREAS NOT OTHERWISE PERMANENTLY
STABILIZED.' PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER. IS
ACHIEVED. THAT IS- UNIFORM, .MATURE ENOUGH TO SURVIVE AND .WILL -INHIBNT'E:ROSION. PERMANENT VEGETATIVE
COVER. SHALL CON51SY OF LIMING, FERTILIZING, SEEDING, AND MULCHING TO --ASSURE A FIRM STAND OF GRASS.
TEMPORARY EROSION CONTROL MEASURES ARE TO BE REMDVED'ONLY WHEN STABILIZATIOWHAS BEEN
ESTABLISHED.
10. CONFENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE
TEMPORARY -OR PERMANENT CHANNEL, -FLUME OR SLOPE DRAIN STRUCTURE'
' 11. MAINTENANCE OF -ALL EROSION AND SEDIMENT C014R OL PRACT `(;E 9S SHALL, RE SCHEDULED ON A WEEKLY .BASIS
AND AFTER EADH RAINFALL PRODUCING RUNOFF. NECESSARY REPAIR; A•bJUSTMENT AND/OR REPLACEMENT SHALL
BE -PERFORMED IMMEDIATELY. RAINY SEASONS OR WET..PEiR10bS WILL BE. OF' PARTICULAR CONCERN AND THE
PROJECT SHALL BE INSPECTED DAILY.
12. •AIRB•ORNE SEDIMENTS •(OUST) SHALL. BE CONTROLLED IN ACCORDANCE;" @EQUIREMENTS OF THE
SPECIFICATIONS OR AS DINLG(LU BY IHL LNGINEER.
13. ALL TEMPORARY EROSION AND .SEDIMENT CONTROL MEASURES SHALL BE f(EMQVED WITHIN 30 DAYS AFTER FINAL
SITE STABILIZATION OR -AFTER THE TEMPORARY MEASURES ARE NO LONGER'NEEDED. UNLESS OTHERWISE
DIRECTED BY THE'ENGINEER. TRAPPED SEDIMENT AND THE DISTURBED SOIL. -AREAS RESULTING FROM THE
DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO -PREVENT FURTHER EROSION AND
SEDIMENTATION.
14. A GROUND COVER MUST BE' PROVIDED ON ALL GRADED SLOPES WITHIN 21- CALENDAR DAYS FOLI;OWING
COMPLETION OF ANIY'.PHASE OF GRADING. A PERMANENT GROUND COVER MUST BE PROVIDED FOR ALL DISTURBED
AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER), FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
15_ THE ANGLE FOR GRADED SLOPES AND. FILLS SHALL BE NO GREATER THAN 'THE ANGLE THAT CAN BE RETAINED
BY -VEGETATIVE COVERT OR OTHER ADEQUATE'EROSION-CONTRDE QEVICES OR SmUGTURES. IN ANY EVENT,
SHAPES LEFT EXPOSED WILL, WITHIN 21-CALENDAR-DAYS OF COMPLETION- OF ANY PHASE OF GRADING, BE
PLANTED OR OTHERWISE PROTADED WITH TEMPORARY OR. PERMANENY GROUND COVER,' DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION.
1.6. ALL, SEDIMENT AND- EROSION CONTROL bEVICES SHALL BE INSPECTED. EVERY SEVEN (7) DAYS OR AFTER EACH
RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (1/2) 'INCH. DAMAGED $R INEFFECTIVE DEVICES SHALL BE
REPAIRED OR REPLACED, AS NECESSARY.
17. ALL EROSION CONTROL -DEVICES SHALL; BE PROPERLY MAINTAINED. DURING ALL PHASES OF CONSTRUCTION UNTIL
THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS. HAVE BEEN STABILIZED.
ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION
AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES.SHALL.BE REM6VED-.ON]CE CONSTRUCTION IS
COMPLETE AND THE SITE IS STABILIZED. '
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS OF THE NORTH CAROLINA
SEDIMENTATION CONTROL LAW AND THE RELATED REGULATIONS, INCLUDING IMP(.EMENTATION OF THE EROSION AND
SEDIMENT CONTROL PLAN AND THE REQUIREMENTS OF THE APDES GENERAL' PERMIT.
19. THE. CONTRACTOR SHALL MAINTAIN ON SITE AT ALL TIMES A COPY OF. THE "NORTH CAROLINA EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, DATED JUNE 1, 2006.
20. SEE SHEETS A2.3 THRU A2.7 FOR SEQUENCE OF CONSTRUCTION.
CONSTRUCTION SPECIFICATION§
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN
THE BOTTOM' ROW- TO ALLOW POOL DRAINAGE THE FOUNDATION
SHOULD BE EXCAVATED AT LEAST 2" BELOW THE -CREST OF THE
STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST THE
EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID
WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, -GIVE LATERAL
SUPPORT TO SUBSEQUENT'ROWS BY -PLACING 2x4 WOOD STUDS
THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE'WIRE MESH WITH
1/2-INCH OPENINGS OVER ALL BLOCK OPENINGS -TO HOLD GRAVEL
IN PLACE.
3. USE CLEAN GRAVEL. 3/4 TO 1/2-INCH IN DIAMETER; PLACED 2
INCHES BELOW THE TOP OF THE BLOCK ON A 2:1'SLOPE OR
FLATTER AND SMOOTIJ IT TO AN EVEN GRADE. D.O:T #57 WASHED
STONE IS .RECOMMENDED.
MAINTENANCE. NOTE: INSPECT, CLEAN, AND PROPERLY -..MAINTAIN THE
DROP INLET PROTECTION UNTIL THE CONTRIBUTING.DRAINAGE AREA
HAS BEEN PERMANENTLY STABILIZED.
TEMPORARY DROP INLET PROTECTION
NOT TO SCAB .
HER
1'-cr 3'-0' RIP RAP {(LASS B)
\: NCDOT IL57 VARIES 2'-O' MIN
WASHED STONE
+--21-SHAPE
BEDOAENT
STORAGE AREA IN
SECTION A -A
MAINTENANCE REQUIREMENTS:
1. CONTRACTOR SHALL INSPECT ROCK INLET PROTECTION AT LEAST WEEKLY
AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT
AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE
SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE
TRAP. PLACE THE, SEDIMENT THAT IS REMOVED IN THE DESIGNATED
DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL
FACING.
2. CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP.•.DISPLACED FROM THE
STONE HORSESHOE MUST BE REPLACED IMMEDIATELY.
3. AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEEN PERMANENTLY
STABILIZED, REMOVE THE STRUCTURE AND ALL -THE •UNSTABLE SEDIMENT.
SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND PROVIDE
PERMANENT GROUND COVER.
TEMPORARY ROCK. -INLET PR07EOON
NOT TO SCALE .
90
6'-0" MAX (EXTRA STRENGTH FABRIC, NO WIRE FENCE)
b
8'-0' MAX (STANDARD STRENGTH FABRIC, WITH WIRE FENCE)
STEEL POST
H
z
g f 3
M�j
w
FABRIC AND WIRE
FENCEFENCE (IF REQUIRED)
_
n
TD 24'
(3
zz
8 MI^
�,
J_
EXTEND FABRIC INTO 4' MIN I( 24" MIN
TRENCH AND BACKFILL
IEMBEDMENT-AND POST DETAIL ELEVATION
TEMPORARY SILT #NCE
NOT TO SCALE
rTT 2
I-•-1
W
W
n
of i
�q
U
TEMPORARY SILT FENCE NOTES:
1. FILTER FABRIC SHALL BE A MINIMUM OF Si- IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO POST IN ACCORDANCE WITjI MANUFACTURER'S RECOMMENDATION.
2. STEEL POSTS SHALL BE A MINIMUM 4'-0' IN HEIGHT AND BE OF THE SELF FASTENER
ANGLE STEEL TYPE WOOD POSTS SHALL NO:r-BE USED. '
MAINTENANCE REQUIREMENTS:
1. INSPECT SILT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. 'MAKE
ANY REQUIRED REPAIRS. IMMEDIATELY.
2_ SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,. TEAR, DECOMPOSE OR
BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3, REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME
FOR -THE NEXT RAIN AND TO REDUCE PR SURE ON THE FENCE TAKE CARE TO
AVOID UNDERMINING THE FENCE DURING CL ANOUT.
4, REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE
AREA TO GRADE AND STABILIZE IT AFTER '(HE CONTRIBUTING DRAINAGE AREA HAS
BEEN PROPERLY STABILIZED.
PERMANENT SEEDING
SEED
APPUCAT10N RASE
SEEDING DATES
COMMON BERMUDAGRASS
(HULLEb)
50 LBS/AC
MAR 1 - JULY 31
COMMON BERMUDAGRAS,S
(UNHULLED)
70L8§/AC.
AUG 1 - FEB 28
TEMPORARY SEEDING
SEED MIXTURE
APPLICAMOR RATE
SEEDING DATES
RYE (GRAJN)
KOBE LESPEDEZA
120 LBS/AC
50 LBS/'AC
JAN 1 - MAR 31
RYE (GRAIN)
120 L•BS�AC
AUG 15 - DEC 31
SEEDING SCHED.UL•E
NOTE
INLET PROTECTION WILL BE MEASURED-AND.PAID FOR ON A PER EACH
BASIS. COST SHALL INCLUDE ALL MATERIALS LABOR, TOOLS, AND
EQUIPMENT FOR A COMPLETE INSTALLATION AND MAINTENANCE DURING
CONSTRUCTION AND REMOVAL.
V)
f- LL.Er
J
0. z<p Z I¢•
ab1 Q �o
z0 2d WZ
Q V)¢
zp 0� pN)
z _Tn ak-'
o :r z z
HHLLI
i cr N J
Riz!C
� ~ U
-- DUNE 2011
S.I.
'NONE
Dr.
PCC
a.&6d
ABM/AMs
Pro)ecL Na
3igf-f001
C 2 . 1

Appendix 'C'
USGS Map

Appendix ID'
Subsurface Exploration.

I�
IMT
I CARRIERRAMP
d
V
V .
V _ 13
Fob
WIDENED
SURVEY
AREA p�
y� ,
l PROJECT: SCALE: As Shown
FILM - Taxiways A, D, H, ........... o 0 0 0 JOB No: 1-10-0096-EA
GA Ramp Entrance
l Wilmington, North Carolina FIGURE No: 1

iI
iF
i :KING-�
r
4
OVIDE
NS IN
AREA
` \
PROVIDE ELEVATIONS TO EDGE OF
RUNWAY 50' BEYOND TAXIWAY
RADIUS TIE IN (TYP. ® ALL R/W
LOCATIONS)
io
ivu 50' pN
PAVEMENT

W)
- - O
-
LO
into
EDpl:in
a)°Qti
C d
N
00
\�
\\ Y
L Y E
r Lf) LO
Ei
3
Lo L
Y
to �-
uO �
r Y
Y
°
Y
cj)
Y
r di
.. o
g .-
Y
Cc C
r
C
❑IL
CL
TIT
CDO
M CC)
LnON
c- CM d
CC)OO
r M CD
OONO
N Cf) IT CD
d
0 � o
co U.
O
N
M
(A
M
a.
N
COcN
N
_ � V
Q
J
U
w
t7
L
O
U)
�. ° ro O
Cl
C
W 5 �
CL O
U-
❑
— Y
c% o
0
p Z
Z
Q R
I ❑QU
ul ❑ )
�� C9
c`u�Z
�E°a")
e
ZU)C
�Qa�
7
zcop`_
Q.
�iia
❑
aT)
O
m
p c �a)
�
v
c ,>1
LL
Z
Q
w
�--
c
Q 0) - O
N
° U) U
U)
70 -4' U
w
c
Er L
LL
i
A_-3
x m
M �
❑
Z
aa.
U) C� U)
ro F-
~
m Uy L
p
Z
Q
U)
>; c c
a)
❑
°
Q
a)
t
o 0
U m o
a)
U) ro
s
iL
�mm
�C •Se
j
L) [aca
C
C
C
U-
C
C
ro
I_
a) ro coro
C F- ❑ ❑
J ❑ .2
C a) a) a)
F--
O a)
O —_
C
O a)
•,O a) 0 a)
co a C co
a) a) m
a) coaa))
a)
U)C
E❑
C C
E❑❑❑
= IEEE
ro =3 =s :3
.a •O "C)
:te E
m
Q m 'a
ca n
CL m
roU 3
Q. m t)
E E E
mU � -2
Q m C7 t3
QC
° a) a) a)
Q ro
C
cn Q m
QUF-
U) Q m
QU
U) Q a) a) a)
QU:En:2
U
QU
N N'd COD
CD�(OD
N `� COD
o
(0
IT 0
LONN-.4-60
C e
d
,
6 1
1 YLO
Q
�NrNdN
ccD,
p� h�
O��
Oy'�NI;
U
U
U
J
U
U
O
cq
N O
07
M O°
m
m
O
m
m
J
—)
J
❑
p
T
O
t
00
CD

r
a) �
U �
O
0
Y O
a
w¢ o0
O
CO N (: 6
Z
LU
a)m
�
m
Z
c o
.o
F-
o
m
t7 p c a)
Q �•—
E CA
W
to '_ O
ca
o
a)
e
0
LO O T Ln
rr
co 1`
6 (o
LL7 C'7 ti
r: d'
LO
� m co
t j
9 �
47 N L6 OO
r N
T
T
T
OONO
TM d Cfl
LqON
LOMd
d'No
Nd'w
Lq N
O
1-:
N
C7
co
N
d
N
U
Q
U
-c
a)
C
�
u_
U1
O
C
f9
E
cai
o
oZ
J
a,
a u
❑
U
m
rq a) ❑
>,
c
�,
f°
a) c Z
Su.a
Q
C
(/)
>, a) a)
N
L''
a)
LL
❑fL
Z
UU o
Q
g�
UU
U C
rn�a
_03
m
I L
C >.
C�
>, N
a)
a; a3
fn
❑
°o
a) J
aa))
U ❑
,CUM
� �- >, to
�.Y ��
M ro `o rya
c a) Q
a)
rn >, c �
�+ ❑ a) I—
°o�
�ca�
�c`arn�
a) a) �
CD ) w
�CO"o_
>C7rn �
> C � C
N O
CO
>, O M
N C7
L� >+ U
' - 23-a
a) a) a)
a)❑ N❑
,E❑
N
r
mC)
ca�a)a)�
cn
C1 = +'
�2c�-a)L
C C p
Lp
CL
N a N (a
Q ()
O O
p 0 0
a U J J
O ,L- p Ca
U L L J
O O N O
U:E>
��c
N Nr
ti �N�
LO C)to
LAC r
t[)
�� 4-(D
�
U
EO O
r
N d
O N
i .._ LO
O N
N Lo 00
00
CDL
I,-trj
T
dp
O aj
J
U
CD y
J
{ ; U
m�
m
in
o

a)
U O
o
'...
.i... O 1
C Q-
�
O O
W r
CL O r
� c (�j o
W
J
(9
Q � E ?
c O a)
C7 `m z 'o
m
Z
~
m°
oo((U
F-
Q �' o
co
U) — — o
� :
kW-
U
o
Icu
a)
LO
LC) L'�
LO
io o
Ln
LO LO LO d
N
= L - T— l[7
LO ~ I ~
T r
�`LfiO
LO 1'
T F- r
1
Lf)
T LO LO 1
I
�-
��\(h
co LO � �
L;
1 �\
'd' Ln I lI7
T (�
1 T Op
M
r
T
00
(Dd'NO
rNd'O
L[)C%J
rNd'CO
TNT(
�N'TCD
~
to
Ln
O
M
N
O
N
T
U
c0
O)
O
a)
v
•
N
❑
z
Q
co
❑
Q
.0 a?
D.O E-
u-
U)
z
N
O a)
fA
p
� _
0 V
L)
>
z >+
❑ ❑
U)
❑
c�
z z
(1) a)
c
z
<
co
U) V
ILL.0
a) a)
c C _
C J
iis
c
L L L L� r
F
N L L
la)O �M
co- J v
L a) @
N
t� O a)
' CD w
��
�()
a) to
a) U
N
a) U)C
>
c
` C C
C-
N d
❑
1 O O -0
1❑❑
I❑�
cu
N � a
a3 = a) o
N 0
7 a..
Q"
f� 0 0>
U
N O O O N
Q U J U
U) O a) a)
Q U
O O l'�O
U
Q U
LO
C'id
L?
�I
cfl (0
T
Imo';
�
1
N r Ln co
�' 1 i
r
(01
•d" 1
I
O I O
LO
1 L{$ N N
I N CO �
Lo
p
d r
Or d
• r
V
O
d
UC%J_
U
O O
r y
O
T O
T O
m
m D
MoO
r
`

LO
prj N 4 CO
r
00
00
r
Q
W
a)
ryUS
O
0
O
W . C 1
O. OL
C�
C
5
_ T
E (0 C6
tj o U Z
U)6
� -U
LU
J 0
C O
U , Z •o
m Z
~
2 a ca
m
❑ p cm a)I.-
Q IM.- o
co
W
N — — O
E c
O
�-
N
0
Lo d N o
LO O O
T1 T
I 1
1
O r
N dN' c0
O
00
T
(n
ca
U
�i ❑ ❑Z
Q Q
U
N O
C L
� U
C
F- o
C O N
O }
C
N N
N ❑ O
O
i O J
Q C 'O �' E
QU2>iL
N O
LO N. co ;T
(0 1
1 It
L N U co
O CO
J
J
U_
J
U'
IFS
T O
1 O
T
0
m —1
m
m
LO
I,- LDD LO
LO T T
Lo r
r 1 LO to
O �
N dt N O
T
Al,
T

_ LO
LO-
_ _
_
r
u) � -
R r Lr)
i
d
`
) ~ ~'
.�: c� C)
r N O M
LOT =
ro O
c'
� Lo m
tr) COC
I�
Lo
r
U)
� � Y
r r
r c
O
'E
N
r
I
r O
a d
tea.
a
CL O
LC)NO
'd'
COd'NO
�- N d' CO
coNdN'CC)
c�-NdNCOO
v
r N CO
CR
d �
Lq
N
d
CA
a i m
T
N
r
r
1
Q
p
w
Z
p
Q
i
}
Q 0 o
+- 1
O
o
C
CO
p O
LU L_ C
Q Q O
LI
¢ C
LL
r
_
U'^)
V/
co
o Z
Z
cnc
�+
W
Z
Q o
a) zo
O
CO
a)
c
�Qm
❑nc.
aF
= c
C,
u
�n❑
n
c
C7
p0) N
v
z
O Cm
I06
U)
U) C O
❑
[2
F..to
Q
cm cn
��+
IJ
❑ 0
C
p Z J
V
m
cu
O
U) .6
C LL
C
ei u�i
O
Oa)
o
Y O
L
L
0
cow
mO
e
YL
L.
7>
N (L0>
CQ JO)
❑
� O
�O
m ( �O CO
N a)O
cN
O
U) U)
U) N
N N U)U)
C C C c
O O-n
❑ ❑ C
N N N O
❑ ❑ ❑ ++
❑❑ CD
=U E
7@
���``
E E E V
M
O U
r-co v
L VE
Qm=a o
N
Q,m'v0
O O
QmE6a:
< a)¢d
�
¢L)
(U (U (�
aa��� Q
LO
Lo b-
=
1[)Ntr0
LO
I�rNCo C)
NDN(CD
T �MMa
Q. =
v
Ln Co
pj 1 1
1 I� d
r 1 1
�^ tp 1
1 ti LO N
r 1 1 1
1 N CC? LSD
U r r N
'r' CC) I 1
1 N d 00
r co m
❑
l
O C r LO
O
r
J
=
(�
00 4-
r
CDr
N
N
p�
r O
co
1
W
d'

U O
rn
O
p O
EL
O
W Q
i
OL
Q_ r
0
N
to C:
�o�z
J
c o O
m
Z
CD z 'o
~
m
❑ p � a)
F-
Eo
w
A E _
F
m
o
F-
a)
cD
Lo
LL7 Lfj Ln
� - � -
LO
r
d L
C
e-
~
T N
O
T~
LO
tom+
U)
T_T _r(9
LO to In O
_r rLf)_
LLB T LO
Ln``
CI Ln LO
T �
O Y
VCD
ii E
O
T T T
r Ln r
O T T
T T
T
O
LLi
ca C
rLO
❑d!
I
�Nd C
�Ngt(0
vic) qco
M 'tCCOO
dv
N
❑
O
M o
ap
T
co
L4
[-
Y.
T
N
N
T
N
C � ❑
Ln
U
� U
O U
C_ 2)
E O
3
z z Q ❑
CO cn z
a) c_ c m
C ❑
LL. z LL. LL. C ❑
�a < p lL Z
C/) � z �n a z <
U� ULj (n c ❑
C LL
O O O ca
a) O C
coo O m U' CO p (D Il
J ` J
a)O a) a) a) N N
❑❑
❑ ❑ ❑ ❑ WOOD
t
yQma�i w<a)m cn<a)a) oa�a�a�
QQQU��
Ln
LB C'7 0 U') � O N co LO
L0 N '' LN 0
.. T C'M CO r r CO � co
O ` to 0. �= ;r w `' CV m 't O C! "; u
❑ v I T T CM O r T 'grO Oj N W
r
cq
J J J
U U
co d
O N p N p N p CV
O m J mD� CO J m
❑ � � in

LO
~
co[oLnch
LO
LO�Lr)
CO�11�
LO
n1U)Cj^1
O *.A
~
G r'
�
�
\
`V
LO
N
r � C""
T
\ T \
CO LO
In LOT
r r
LO
E
O
r Cj
T
p
C� O
o0
r
r
E
CD
Co c
e
�
O•
'e ^
0.
aNITco
EDD
rC14
M
a)
TN'd
d
C
M
m
N
C U
Z
W
cn
a) (600
c
-ff o
U-
0
c E'co
lil
CL Q O
E
T
E ro N
W
_I
fn
CJ
Q O V
(D c O a)a
z
❑¢
a)
rn
m
Z
�z o
O
zcn
w
'�
U
O
m
Gj o m
Q�•
Z
�-
�c
o❑
N
LLI¢❑
i� c E o
z <
LL
O U❑
N z
\ C
N
a)
Om¢
cU)Z
OZ.S
< LLN
�¢
c
Z
U
a) c a)
L� a)U)
t M
d
N C c
L
OL -S
m
O LL
L
m
a) U)
¢
/e
-)
N
(J a)
LLCa
:1 F- m �-
c� ❑ 1
c� -
�- cn
c a) a) a)
a) a) a)
a) a) a)
a) a) O
c c
p) c c c
a) (1) ai
❑ ❑ ❑
c c c=
ai (1) aD o
❑ ❑ ❑ CD
c c c
a) m CD
000
(D a) (1)
❑ ❑ O)
E E Ee
E E E@=
E E E
E E¢
L:3 :3 :3
—
m ao,3
U
m•�_ -o
mp¢O
c-T7'O
aaa
aaa
¢ N a) 0
^
LCj V) O
LO CD
N N N C)
Cf) i LO CD
u)
N co O
C7p i C9 co
'
LO ~�
M
oi
0 v
m O
I O CC) � C.0
M
C7 �, M CV in
i
N N Cx
M� f
Oj
CY r
OCRr
N
J
U
ca
C
N
N O
N
N
O
m
m
T
m
00

r`.
h T
! co Lf)
N M
r •
= CA CO I d'
%O
ti
p� N=
C- r lA
M N to CO
N N [V Cn
C
N Ch
p
CO CO t!) M
r r
r ! !
M M d CA
O
M N p
N CON
ram- � sNI
O
V-
I�
m
tts �
C
❑
'F'
Q•
N It N O
N d
N 'd' CO ao p
NMd'CO
M It CO CO
T-N M';;:'
r d' CO aC) O
NMd'(O
a) C
c-Nd'CO
D
u (3 tir
Cd L
a.
CO
N
I
�
t�
O
T
Co
a)
a)
U
O C)
❑
Z
❑
❑
be
C Q. C C)
in
Q
Q
LLI d •a
❑
Z
a)
C
U)
U
E N to
U
Q
U
LL
a)
a)
C
to ? Z
❑ jL
coZ
U a`) z o
C
a)
U
U
t�
0
m
p �+ to
c °�
L
N
Z .2
Q a)
� Z
Q
tL Q C
U
�
65
_T
(�
>, LL to
cts
~
lE co
zc
mH
�U
U
m}U
0)U to
m¢
F O
a)
E.�>'
7 J
E
7
wQ U
F- J U) �,
>+
c �C J
OJ
O
J U
N tOA U) ca
N
(n Uj,= s
P
0 a)
0
4
a) 0
O L!
O co U) �
00 F-
N
a) a) ate
)
a)
U) c C7
U)) u°)i a)
U) u.
N N
C C
Cn
C
a)
to —
C V- NG
a) a) a) -
a) T F-
Zu
LO
_ L
F- W 0
�1
V
O 7 7 W
O t3 NO
O O
cn z3
O 7 N N a) "O
[2
O 7�
Q O Zi O>
N D N a)
O p
F-• � � �
F'- � �
O O O
F- -j -j -1 U
F-• 2 � U
I-• � J 3
pCM1LO(D
COp
rNNC�7�
T;
rN dN ILO
p C)
V--d CO
CL
0
r I I
p� N�
! M M
pCO
! ! !
prNNC)
! ! ! e
c'r N �d
I ! !
00
pr d
Ci
IT
CF)
.0
LL..
LL
U-
U-
LPL

LO
ti
N
N (.O r
- - -
r I.() LO
LO
M
= r 00 r
NC�
C� CO N CO
r r r r
In T- r
L) a)
O' 00 C d ti
LO Cl � � N
CV w C6 M
C)
O
r
O
.�
00
im
C
9+
� a'
*' �'
C C•
N d' O 00 O
r N M It (D
'd' d' CD o0 O
r N CO �T (D
N d' c0 00 O
r N cM d co
v
A
d
V o
� L v
ad �
m
.� cn
N
U
'c
U
U CD
L
_
0
fn
U
O
O
L
}
N
L 0
O
CL 0
W
rn
z
E
=
E
Q ¢ r
oUz
O
3
c
m
I
O
u C j
z
Z
Z
~
_�
Q
a)0
�i
=U)
m
o o CM
_ 'rn
z Q
'�- ''
Q a,
E
rn
Q v,
_
LL
N ,c
0
®
O
a) fn C
s
N
IL �
NJ
(�uC7
X a)
0
t��
O _
m a)
CL1 a)
C
F-
a)
C O
0
O
3 0
(�
0
z }4
a) ML
wo p rn
OJ
m
OJ
m
CD V
_ -p
0 00
J O
p o
p o
a) a)
N a)
G C
-
>+ (Q
C m-
C C
Q�L
O M
00
00
C
o pLL ///���VVV��'
ca
CD a)O
CD (D
I
O ca
hm0
O O O O (aO
:22
F-:22
.--
r G`)
O
00 an d (D
(D O
r N CO
O
Ip co
Q
��N
��M
ON
i
Q O CO
O LO LL L1
LL

ti
- LO
C7 O LO �
- -
N in
-
LC) ram. ~ C', LO
M O) LD q'
C y
_r
'' ci' ~ Co Lo
- ( t` --
-
c*]C7
C7 i t i
NCnLOd
O N
d
N
MN�- i t
r ci O
cam- r j e��-
L j Y `� M
Co co C-0 C'7
❑
Ec1
L]
�L
T
v
O
r r
r O M
0
m
Cfl
T r
r r
r
C
i
d
❑ d
g• A
=
N d CO 00 O
rNCMd'O
N It CO a0 O
rNCO1'(D
N Nr (D 00 O
T04M';t(0
N d' O co O
rNC7d"(O
d v
❑
a M�
�
m
U)
U
Q
U
r!�
U
C
cocn
W
i
(is
(B
O
tC C)O
O
}
Ou
Q cu 9
C C)G
`O 00
C LC)
❑
Z
Ll ,G
CL L
,E
•E O,
Cl)
T
ro c U o
o
LL
w Un
a c�0 j
C O O
C
Un
Q)
Z
Q
Z O
`C
�,
co
co_Z
Z O
O
C
Un
Un L-
(n
O�
Q.
•L)
O
c
C Q
U
0
m
oa�a
;�
�z
ca
co
lJl
�E_2
C
o
,,
cnz
•1 Q
U)
tea)
C C
O
~
U
Q C7
LL
m
o >,
m ;�
i
I- o
v
c iL
u
iL�
m`C9
❑o
NO'❑
C
V O
O Q
J
i ❑
E
(0 ca
❑ ❑
(6 .0
m °
U)C7
° m
(aq7
�
N Q)
U) CA
a) a)
U) U)
a) C
N j,L
N (D
N O
N N
Q) 7,
C7
_ o
7
_
7
W
0 1 N
Q� co
O�
Q 'a 'a
O
Q 'O .a
O N
Q a 0
O
COM (00
M (D
CD
00 (D
C)T
(D `y CD
• I
CL G
I I I
1 1
OTM
I I
Otom
1 I
rr
O(nIt
!!!
0 I
O V-M
O r N
C? r r r
in

N
LLI
J
In
Ia-
U
C
41
c
w
L'-
C
J
J
O O O O
O O C7 O
Ln oD CD I-
M c- O LD
C4 d' CO co
I-Cl? d:(,�
M m f` M
d'NMN
Ch CD N Ln M q
LN�lNN-
�-
IL IL O_. IL IL n
z z z z Z z
IL IL IL IL Q IL
z Z z z Z Z
Q_. IL IL IL M a
z Z Z z Z
00 O O Lq
I` CV N CD
T T T r
r r T T
LO C7 N M
C7 ro CV N
T r r T
C
CA r M
T
Ln
u� Ln Ln
i i T N
O O O
N
r
_N
d- � r r
r r N � LO
m M rr m L LL
m
. m

TABLE 3
NATURAL MOISTURE CONTENT
Wilmington International Airport - Taxiways A, D, H, GA Ramp Entrance
Wilmington, North Carolina
GeoTechnologies Project No. 1-10-0096-EA
Boring
Depth (in)
Natural
Moisture
B-1
14
14.8
B-2
19
9.3
B-2
36
11.1
B-3
6.25
10.0
B-4
17.5
9.3
B-4
30 .
7.7
B-5
24
10.7
B-6
19
11.0
B-6
30
11.1
B-7
15.25
18.9
B-8
8.75
19.1
B-8
24
17.9
B-9
9.125
15.2
B-10
16 1
17.1
B-10
24
16.8
B-11
14.25
14.6
B-12
13
13.6
B-12
24
12.0
13-13
14
14.7
B-14
13.625
14.0
B-14
24
17.5
B-15
15
16.9
B-16
16.25
15.0
B-16
24
15.3
B-17
15.25
13.3
B-18
14.
15.6
B-18
24
16.2
B-19
15.5
14.2.
B-20
16
18.0
B-20
27
22.5
B-21
14.2
13.9
Boring
Depth (in)
Natural
Moisture
B-22
15
.17.9
B-22
24
16.9
B-23
14.5
16.9
B-24
23.5
14.6
B-24
42
15.8
B-25
9.25
15.1
B-26
9.5
16.1
13-26
24
13.1
B-27
13.75
12.7
B-28
10.5
11.4
B-28
24
10.8
B-29
9.5
13.8
F-1
12
15.6
F-2
12
13.7
F-2
24
14.2
F-3
11
18.1
F-3
24
21.6
F-4
13
12.3
F-5
11
32.1
F-5
24
133.4
F-6
12
15.0
_
F-7
12
13.8
F-7
24
21.5
F-8
12
18.1
F-9
12
18.3
F-9
36
21.7
F-10
12
21.2
F-11
12
18.5
F-11
36
19.4
F-12
12
24.1

Ti ABLE 4
Concrete Core Compressive Strength
Wilmington International Airport - Taxiways A, D, H, GA Ramp Entrance
Wilmington, North Carolina
GeoTechnologies Project No. 1-10-0096-EA
Boring
Concrete Pavement
Thickness (in)
Compressive
Strength (psi)
B-1
9.75
8970
B-10
12.00
8520
B-16
10.50
6600
B-25
9.25
10120
B-26
9.50
9400

0
O
LL
v
M
d
a
a
c
c
a
W
0
0
'
'
'
"■■■■■■■■■■■■■EM■■EMEN■
GeoTechnol,ogies, Inc.,
= • •
- ,
-
- . - . '
• •.
MO► D
■■■■■■■■\M\\
I'Ll
•. •
\►
..............■..
'
..................M....
.
■■■■■■■��1„
OEM
0--m—M-0111REM
H■SSE=Elio
■MMM■■■M■MuW
■■■EE■E■■E►M.o
E■■u■■HNN►��
SM■■ON■O■■l■�
■■M■■■■■
OMEN
\\\\
MEM■ONM
Mom
q\wo,
■M■■■■MH■■■oSI\
MONO
■■■■■■■■■■N■■\Ell
■■E■■■■■■■■■■■\\1\,
■N■■■fir■■■■OIl■■■
ONES
+■■■■■■\\SOME
ONES
■E■■■■■■■l■■O\im's
■EOM■■■E■■■■E■m
SOME
OMEN
loollow■MO\1\\1
M■M■■■■■■kvUl
MEMO
■■N■■■N■M■\1N\►
SEEM
■■■EMME■EMMnHN7I
N■N■■■■■■M■■■■■■■■■■\M\►
■■■■■■■■■H■HM.H■■■N■.,
E■■■■■■■S■■■■■■M■■■■■i■S►
MEMO
■M■MNO■■M■■■■■■■\►\\
■■■■■■■■■■■■
ESSEN
OEM
MENEM
No
■■SE■■■■■■■■■■■.■E■■■S■■■■ose
.
"EN■■■■E■■■■■■MENE■■■■■■■■■mood
.■■■■■■■■■■■■■■■■■ONNE■MEM■ME■■\\MS.
.'
■■■■■■E■■■■■■■■E■■■N■■■■■■■■\\MMOMENNOMMENO
................
■■■■E■■■■E■■■■■■.■■E■■E■■■E■■■■....
.............
■■■■■■■■■.■■■■■■■■■■■■■■■■■■.■■■ima
■■■■■■
..............................
■■■■■■■■■■■
......................M...,
■■■MO■EE
..........................■■EN
■■■■■M■■■E■■M■EE■■■■■■■■■NM■■■■■■■■■■►.
H■H■
■■SSS■■S■■■■■■S■■SHMMM■SEEM\\\,
■M■SE
immNSESS■
H■H■�
n■M■nNl.\R\.
■■■■■■■NMM■M■M■■H■S■■■MOH■■O■■■■S■HO��►\.
■MEMOEMS■■■■SS■NN■■■NO■■■■NM■■■■■■■■■■■■■.■\`
MOM
■■■■■■■■■■■■■■MMM■MSEE■E■■■■■■■■■■■■■EMN\\`
■■■■■■■■nN■■H■■NEME■■M■OM■■■■■■■■■■■■■■MM►

Geoiechnologles, Inc.
JOB #: 1-10-0096-EA
DATE: 1/18/2010
NOTES: PROCTOR DATA:
Opt. Moisture = 10.5%
SOIL DESCRIPTION
CBR DATA SHEET
JOB NAME: Wilmington Airport T/W A, D, H
SAMPLE I.D. F-3, F-4 DEPTH:
TEST PROCEDURE: ASTM D 1557
Max. Dry Density = 117.8 PCF
Gray Silty Fine Sand
CBR SPECIMEN DATA
Swell Data
MOISTURE CONTENT
10.3%
Initial Reading
0.147
WET DENSITY
127.9 lbsJcu.ft.
Final Reading
0.147
DRY DENSITY
116.0 Ibs.lcu.ft.
Mold Height
4.571
% COMPACTION
98.4 %
% Swell
0.00'
LOAD CELL 5000 LB.
1200.0
1000.0
•11 1
400.0
200.0
RATE OF DEFORMATION .05 in./min.
SURCHARGE USED 40 Ibs.
0.000 0.100 0.200 0.300 0.404
CBR cQ 0.1"
43.7
CBR A 0.2°
63.5
% SWELL
0.500 0.600
I

c
c
N
td1
c
d
cn c
C
N
Cd
c
w
41
r
0
0
c
N
st
f0
m
O
O
N
v
so
00
--
c
N
v
�o
eo
N
v
ID
O
r
i
a
W
0
0
Q
O m OD
h
N
M ii
C3
M N
U)
W
_N
U)
0
WE
U)
W
N
!3
J_
U)
W
0
V
W
Z
J
Iw
fn
0
M_
NW
yi
uj
N
V/
z
t�
Q
uj
1
O
O
C
U)
r
O
y
C
P
["
U-
O
M
N
Z
a
CD
�
R!
L
LU
..J
d
J
J
V
Z
E �.
120.
f�
dl
-0
m
zo
W
o
Q C
O
v C
Q •E
W
c
d
1
m i
cf
LL
a.
T
146ia/N AS Jauld;uaOaad

GeoTechnologies, Inc

t
Geoiechnologies, Inc.
JOB #: 1-10-0096-EA
DATE: 1/18/2010
NOTES: PROCTOR DATA:
Opt. Moisture = 13.0%
SOIL DESCRIPTION
CBR DATA SHEET
JOB NAME: Wilmington Airport T/W A, D, H
SAMPLE I.D. F-9, F-10 DEPTH:
TEST PROCEDURE: ASTM D 1557
Max. Dry Density = 112.0 PCF
Gray Silty Fine Sand
CBR SPECIMEN DATA
Swell Data
MOISTURE CONTENT
12.9%
Initial Reading
0.332
WET DENSITY
124.4 Ibs./cu.ft.
Final Reading
0.332
DRY DENSITY
110.2 Ibs./cu.ft.
Mold Height
4.633
COMPACTION
98.4 %
% Swell
0.00
LOAD CELL 5000 LB.
1200.0
1000.0
800.0
600.0
11 1
200.0
0.000 0.100
RATE OF DEFORMATION .05 in./min.
SURCHARGE USED 40 Ibs.
0.200 0.300 0.400 0.500 0.600
CBR @ 0.1"
26.3
CBR @ 0.2"
41.8
% SWELL
0.0

v
d
0
0
N
Aic
ZA
..VIE
m
m
o
0
0
N
1
m
0
0
N
a
m
m
P
O
OF
d
m
m
t
N
a
m
0
P
t0
a
o
p
p
a
O Or
_N
U)
U)
U
W
z
LL
U)
N
J
U)
Lu
Z
U-
❑z
N
2
0
uj
N
W
U)
O
U
W
LL
J
Lu
C7
LULU
6L
O
V
W ,
•
V,
® '
W
N
FO
p�
I
LU
I
V
'=
❑
w
O
U
(Q
1
o O
o
=
r
o
o
I%
�
O
N
a
d
�
v
J
J
C
�
d_
C
W
U
CL
z
� ,O
Q
I
I
�7
I
�- 0
EO
a
W
O
Q 0
d
Z
C
O
r
W •E
1
m
O Ol co h ID In w •• ••
T
4LIBIOM Ag -leuid;ueDJed

GeoTechoologies, Inc.

GeoTechlnologles, Inc.
JOB #: 1-10-0096-EA
DATE: 1/18/2010
NOTES: PROCTOR DATA:
Opt. Moisture = 12.2%
SOIL DESCRIPTION:
CBR DATA SHEET
JOB NAME: Wilmington Airport T/W A, D, H
SAMPLE I.D. F-7-8-11-12 DEPTH:
TEST PROCEDURE: ASTM D 1557
Max. Dry Density = 112.0 PCF
Gray Silty Fine Sand
CBR SPECIMEN DATA
Swell Data
MOISTURE CONTENT
11.7%
Initial Reading
0.109
WET DENSITY
123.2 Ibs.lcu.ft.
Final .Reading
0.109
DRY DENSITY
110.3 Ibs.lcu.ft.
Mold Height
4.563
% COMPACTION
98.5 %
% Swell
0.00
LOAD CELL 5000 LB. RATE OF DEFORMATION .05 in./min.
SURCHARGE USED 40lbs.
1200.0
1000.0
:11 1
11 1
200.0
1 1 ''w
0.004
0.100 0.200 0.300 0.400 0.500 0.600
cBR @ 0.1°
37.4
cBR @ 0.2" _
SWELL
60.6
0.0

43
.Bic
..Zn
..VIE
r
m
m
r
0
0
"
o
N
a
m
m
r
0
0
N
v
m
m
r
0
N
v
m
m
r
N
tY
m
O
r
N
m
0
0
0
m
m co
h tOo 11�
CD
I M N O O r
N
W
N
U)
U
W
Z
w
W
N
cn
J
W
z
u_
ffJ
2
0
CW
6
W
co
0
U
LU
Z
U-
J
I�I�I
Q
0
1461eM 6g -jaul:l }uaOaad

GeoTechnologies

GeoTechnologies, Inc.
JOB #: 1-10-0096-EA
DATE: 1/18/2010
NOTES: PROCTOR DATA:
Opt. Moisture = 12.3%
SOIL DESCRIPTION
CBR DATA SHEET
JOB NAME: Wilmington Airport T/W A, D, H
SAMPLE I.D. F-11, F-12 DEPTH:
TEST PROCEDURE: ASTM D 1557
Max. Dry Density = 116.5 PCF
Brown Silty Medium to Fine Sand
CBR SPECIMEN DATA
Swell Data
MOISTURE CONTENT
12.9%
Initial Reading
0.258
WET DENSITY
129.3 lbs./cu.ft.
Final Reading '
0.258
DRY DENSITY
114.5 Ibs./cu.ft.
Mold Height
4.573
% COMPACTION
98.3 %
% Swell
0.00
LOAD CELL 5000 LB.
1400.0
1200.0
1000.0
800.0
600.0
11 1
200.0
0.000 0.100 0.200
RATE OF DEFORMATION .05 in./min.
SURCHARGE USED 40 Ibs.
0.300 0.400 0.500 0.600
CBR @ 0.1" 23.8
CBR @ 0.2" 35.7
% SWELL 0.0
I I I I

,
�J
N_
0
C
U)
4
co
T
0
0
0
N
v
_E
10
T
O
O
N
V'
O
O
to
10
T
N
O
o go
or
T
O
Tom.` N
a
m
O
„l!6
„blE
N
a
m
co
C3,
0
O W COO ti w LO It M N TO O
T
;LIBIGM AS Jould ;uaoaad
UW)
N
U
U)
uJ
z
LL
Y
.N
L9 LU
z
C= L%
C
N
N
C zz❑
0 U)
LLJ
E
LU
0
tU

a
a
i
0
T
I
AN
I'M
Als
r
O
O
O
N
r
m
m
0
0
N
v
m
W
T
0
N
v
ao
r
N
v
0
r
r
N
m
0
C m
co
h COD
� 'OQT
0
iO"! N O O r
m
g
V
W
z
L%
i
PS W
E z
S_ LL
L
N
C ❑
c� U)
2
LU
LU
a
0
0
Lu
z
LL
;LIBiaM A13 aaui,i;uaoaad

C
C
c
N
a
to
m
0
0
N
m
co
P
_
N
a
m
oa
P
v
t0
W
0
N
I
I
co
0
0
omm�
m
t
p
It
M N
r
CP
12
5
N
U)
C
L
0
a
J
a
J
U
z
i
m
p
m
w
0
z
c
m
Z
O
H
Vp�ip�
W
N
cn
z
r
i
w
v
L
LU
Q. M
Es
12
Qw
_t
❑ Z
W 1
M '� E
ao IL
IIJOIGM R8 Iaul,d;uaaJad

TABLE 1
SUMMARY OF BORINGS
Wilmington International Airport - Taxiway F
Wilmington, North Carolina
GeoTechnologies Project No. 1-10-0096-EB
Dynamic Cone
DEPTH
Penetrometer
Depth
Blows /
BORING
(in.)
DESCRIPTION
(in.)
1.75°'
A 11A nr
B-1 0-9 Asphalt au ' U1 LZU
9-23 CABC Stone - Dry, Hard 36 15/1
23-34 Gray Black Silty Medium Fine SAND 54 1511
34-54 Gray Silty Medium to Fine SAND with Shells
B-2 0-9
Asphalt
SG
15/1.5
9-19
CABC Stone - Dry, Hard
36
15/1.5
19-24
Gray Black Silty Medium to Fine SAND
48
7-6-6
24-30
Brown Tan Clayey Silty Medium to Fine SAND
30-36
Black Silty Fine SAND w/ Trace Organics
36-48
Tan Brown Silty Fine to Medium SAND
48-54
Black Silty Fine SAND Wet
B-3 0-9
Asphalt
SG
1511.25
9-20
CABC Stone - Dry, Hard
36
15/1.5
20-26
Black Gray Slightly Clayey Silty Medium to Fine SAND
54
8-11-15
26-42
Brown Black Silty Medium to Fine SAND
42-54
Slightly Gray and Black Silty Medium to Fine SAND

TABLE 2
NATURAL MOISTURES
Wilminaton International Aimort - Tauiwav F
Wilmington, North Carolina
GeoTechnologies Project No. 1-10-0096-EB
Boring
Location
Depth (fi)
Natural Moisture
Content (%)
B-1
SG
6.6
B-1
3.5
7.0
B-2
SG
9.5
B-2
3.0
17.2
B-3
SG
10.1
B-3
4.0
11.2

e
e
-
monsoon
eeeeeeeee
monsoon
eeeeeeeeee
iiiiiiiiii
,minimills
INNEEMENee
Illinois
W
Z
LL
i-
LU
a
LL
O
W
2
LU
t�
O
F-
m
L •
N
V5
z
O
G
I%
2
C
W
O
_
U)
�
6E
N
CD
A
G1
�
O
C
T
a
�
m
N
M
N
H
Z
J
d
J
ti
Z
•—
O
EL�
U
Q
a�
d
0
CZ
I
d
Z
C
r
.o E •E
m
m
IL 9911
;Lll)leM Rg lauld;uea1ad

c
V
c
�
c
�
d
N
c
tG
M
W
N
c
J/£
..M
JF/£
loops
in
Emammmonsoon
■.
I
MEMEMEMEN
WBIOM A8 Iauid }uaaJad
W
Z
LL
w
Z
LI.
J
7
w
ca
0
N
w

` Soil Map —New Hanover County North Carolina
(ILL - taxiway A, D, H, and F Rehab)
v
m
A N
M
n A
i 230{401) 23DBDD 2311200 231{600 23 n00D 232400 232800 233200 2336013 2340DO 23Q400 234800
34* ITT
34'16'58 — - -- — - u
1
z4 _ ....�
40
m- as
•
off
7• F Ak.
i
�r L ;
•
�'; �.* - • � i �� � �F , :.y,1'f}� i .f ✓ ��r_ .Try! ..,� k
Ik
' � �' !. .. ice-. + ... - �y , _ -� � f •T . � •l r � '� �EL
'Y � p � •� } i .� ti
. • �- '; _. .i•,�. w� i� �jr �� � ' � �'�' Fi,�q i — IF r �
`•:�4 •., IVA
3401531.1 g e
( 230400 2308DD 231200 231600 23A00 23240D 2326DO 23320D 23-IOD 2-AOD 2316 2AOD. 34`15 36"
e Map Scele 1:13,20D If printed on Bake (11' x 171 sheet
' N Meters
A 0 200 400 SOD 1,200
Feet t`
0 500 1,000 2,000 3,ODD
UMA Natural Resou=s Web Soil Survey 6/28/2011
Conservation Service National Cooperative Soil Survey Page 1 of 3

m
c
m M
v
O
U
z
0
a/
I.L
0
z
a
W
W
J
CL
a9
t
N
ti
X
a�
m
c
0
N
C
.Q
0
0
N
P7
N
U
co
n
m
O
v-
O
C
m
N
m
� L
GI
m
9
0 m
a
N 13 N
3=
o
'E cl,-
m
cm
e
oo
m
a
'C
o—
CDC
rn
—
t::O`
N•0 O
GT�U
C
o�mu
O-
=E
O NNO_
.cm
N
o
L o
m
o�Z
Q
to
t
N m
E Cc
N
o
V N y
U)
U m
N-
o Q a
55
o o
3
o-
o
E2+m
l0
L
4--
_`
N
m O N m
N
j =
m i
O N
mN
d 0
Z>
$
N
N O.-Z N
toca�
al
y
rnm
m
E
oU a; c
O
O.
CO 0
N a
Q m
O
T O
L C O'er
E
- +-'
3 0
N `7
O
O m a C
0
i
y
O O C
U C/3
O`
N
[ Q
m
N
t o 7
.Q m
N
OCL
.
U) y
O m
E m E
n0. E
(D O
c
F :S
U) u)
o
FL- coi o
N
N
_
O
oCL
C
U
W
r
m
w
CL
W
N
C
a
A
U3
W
W W
O W L
d O
t
L
.
C
C W
uW.
N
W O
> �s O
j 0
N
O
U
O
co
.07 w
5
0to
J
LLrL
A
N)fn
;
CL
1-
0
O °.3 M
Q g W w
a m
` n °a 3 10 'o P 46Q e
W w m y
O C a m o. n 'n. a o `o O W m 9 w Un Z. w � CL � a.
c W m 3 m v — o` O o `o m ¢ to
Y W r C T N > > V W N U N fY..1 C C � Y W a '� C
N N •� C 30 W O W N W C W d O l0 W W C ;O o CL $
¢` co m m J J a.io w u) u) UJ t� [o u)u)
IL
e �
a W d ® X a X dt Q + X III A�k
CL
'Q N
Q to
=707
c-)

Soil Map -New Hanover County, North Carolina
Map Unit Legend
ILM - Taxiway A, D, H, and F Rehab
New Hanover County, North Carolina (NC129)
Map Unit Symbol
&lap Unit (dame
Acres in A01
Percent of AOI
Be
Baymeade fine sand, 1 to 6 percent slopes
92.8
8.2%
Bp
Borrow pits
4.0
0.4%
DO
Dorovan soils
16.8
1 5%
JO
Johnston soils
10.6
0.9%
La
Lakeland sand, 1 to 8 percent slopes
9.0
0.8%
Le
Leon sand
249.5
22.0%
Ls
Lynchburg fine sandy loam
51.6
4.5%
LY
Lynn Haven fine sand
5.0
0.4%
Mu
Murville fine sand
4.4
0.4%
No
Norfolk fine sandy loam, 0 to 4 percent slopes
48.1
4.2%
Pn
Pantego loam
170.1
15.0%
Ra
Rains fine sandy loam
39.1
55.1
3.4%
4.9%
Se
Seagate fine sand
St
Stallings fine sand
310.8
27.4%
To
Torhunta loamy fine sand
22.0
1 9%
VW
Wrightsboro fine sandy loam, 0 to 2 percent
slopes
46.9
4.1 %
Totals for Area of Interest
1,136.0
100.0%
WDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey Page 3 of 3

Wilmington International Airport
Taxiway 'A'D"F' and 'H' Rehabilitation
impervious Surface
Removed
New
S.F.
ACRES
S.F.
ACRES
Taxiway A: Radius Widening at Station 7+00
--
--
2,920
0.067
Taxiway A: Radius Widening at Station 73+00
—
--
1,009
0.023
Taxiway A: Remove Old Bomber Pad at Station 51+50
(11,205)
-0,257
--
--
Taxiway A: Remove Old Bomber Pad at Station 60+00
(11,694)
-0.268
--
--
Taxiway A: Remove Old Bomber Pad at Station 69+00
(11,850)
-0 272
--
--
Taxiway C: Radius Widening at Station 5+50
--
--
3,613
0.083
Taxiway C: Radius Widening at Station 8+00
--
--
2,981
0.068
Taxiway H: Radius Widening at Station 7+50
—
--
5,820
0.134
Taxiway H: Radius Widening at Station 7+50
--
--
4,782
0.110
TOTAL
(34,749)
-0.798
21,125
0.485
NET CHANGE IN IMPERVIOUS SURFACE (13;624) S.f.
(0.3131 acre`
AUG 0 ��7 2011

d lu1 l
i o
0
' r / O
Do 0
SOW r r 0
CSP �
�yE � � � • I I' ♦ PCOR
r r
O r • N a
�
r RASED TURN
O RADIUS ExPANSION
♦ ♦ / / Qa 0
Q q `• �%�, ...ExIS1NG i0
BE ED
17
1
GENERAL
AVIATION
RAMP
/ ff
t
S ' {/ c
r
a
TERMINAL BUILDING
j AIR CARRIER
/ RAMP
rn
B.
/ 'ER
AFRO
� NORTH/
TO d
CUSTOMS•,
RAMP PROPOSED TURN 0
RADIUS EY,PAN51014 Q
FBO
M IL
O D
^ �
U /
PROPOSED TURN
RADIUS EXPANSION
0
/ Q
/ o o p D
O
\-�iOPO�S'10TUR14
RADIUS EXPANSION /
� 0 ♦ ® o
TWY B T
---�� .-•ter r _ .r
l, LISTING
PROPOSED TURRN` + RADIUS EXPANSION
- t FENCE (TYP.) +
t /�n
t, o
AATWALK
XISTING
SMITH CREEK a j
FOR I
AIRPORT PROPERTY 35 MALSR
RUNWAY „
LINE (APPROXIMATE)
r � �
"n
•si
y
500 250 0 500 1000 15nn
O SCALE IN FEET
EXISTING 16'
GRAVEL
PERIMETER ROAD
CL O 0❑ o G ❑� ❑
" a cr
0 A0 (i
0�0 ;
Y � o
CED
APPRO
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DMSIO0 OF
-83(c O N L( °n�
�— All F IRPORT PROPERTY LINE
EXISTING PAVEMENT TO
BE REHABILITATED
NEW PAVEMENT
PROPOSED IMPERVIOUS = 0.48 AC
IMPERVIOUS TO BE REMOVED = 0.80 AC
NET DECREASE OF IMPERVIOUS = 0.31 AC
SW PERMIT REVISION SW8 040836(A)
JX
Q Z
�z Q o0
a 0 (n
�x x- �5
O U ~ p Q CE
w
F lL Z L�-
z o O a ~
wO
Z Z� Qof
zo 2a
o� ~p UEC
Z J
W
09
WCL
Of
MARCH 2O11
S.I.
1'-500'
Drawn
LTC
Chwk.d
ABM
Project No.
3301-10D1

cn
(1)
c/)
ccn
(CCnvCC)ccnCnccnCnccnCnuC)
co)
ccnCn(Cj)cCnn(n
CO)
-ycn
C
C
C
CCCGCCCGCC�C
CD
c
OD
OD
OD
OD
00
OD
OD
00
CD
p0
O0
CD
OD
00
OD
00
j
O
-N
O
-N
O
al
O
4�-
OOOOOOOOCo000
CA
-N
.p
O
O
CA
CA
Cn
CO
A
4�6
•A
.*v
z
CD
CD
=
O
CD
O
OD
O
m
O
CD
O
CJlCOCDCnAwOCnoCoCDOD
o
0
0
0
0
0
0
i
0
0
o
o
m
CD
W
O
co
CA
;a
-I
W
O
i
01M0(AM0i11
i
CA)
-i
N
N
O
•h.
O
W
N
0
i
MI
W
CD
m
U)
D
D
D
0
0
D
D
D
m
v
v
v
Q.
N
3
0
CD
CD
iiW—
-4
00
Cn
iN
�
O
�
O
N
�iN
W
O
r
CDW
<
CO
K3
N
00
N
A
Ks
OD
N
N
OD
N
-4
N
-4
K5
NCn
N
K)
O
�N
0
N
D.
N
AN
N
o
O
O
0
O
O
O
OC70000000000
O
O
O
O
O
O
O
O
O
O
O
O
�
(n
i
O
CO
00
00
V
CA
CA
O
CD
CA
CA
-Ph�
-.
�
A
CA
�Q�
�o
>
CD
���D
D
CD.
Cn
0)
0
3�0
D
D
D-
CD
�D
W�
Q So
DQ
0
-3
3��
�
—0--C2—�CD
�3N
m
CD
-
rt
Cn;u
S=
mN
Cn
CD
v
cnny
mO
�anot
m
o
7
x
v
W
mo
3
N
-0
'
-TiW
v�
N
C2
7
0)
o
i
cr
n
y
v
�
r
Q.
N r
X
i
r
0
—
o
to
—
2
O
N
CL
Q
-
G
O
6
O
0
A
s
A
O
A
i
0
0
0
N
R
C
N
W
i
i
O
CD
Cn
'O
W
co
CnOOtn
CD
W
O
N
AOGJOO
Cn
O
co
O
O
9
O
7
^
nD-u
3
OD
CD
Cn
CD
Cn
00
CT.
-I
(O
-1
C"
-1
to
CA
OD
CA
0
O
O
C)
m
CA
O
N
OD
D
n
CO
N
N
AN3Cn
*CD
'CO
-D,
�.
w00.)CACm
O
O
N
N
W
Cn
Cn
ONd�
ODLnLn
W
00O000
D
m
nWo
N
N
-�
i
'=
o
�•
OW
CNJi
rn
s
.'
Z
4
CA
V
Cn
—
O
O
O
O
NOOcn.0.cn
CO000
00
7
i
n
D
c
-I
4
V
v
-I
v
v
-4
v
V
Cn
4h-4h,A-AACn
Cn
Cn
W
W
i
3
C.
O
IV
A
Cn
Cn
Cn
cn
Cn
D
co
D
W
00
i
N
Cn
�
t0D
COO
(OO
W
W
i
000
1l
i
s
CO
CO
CO
wi
b.
Yw+
W
CC
O
O
O
n
O
r
0
r
0
Z
D
r
0
2
-oo-D--D-Do<o
r
r
m
z
m
m
z
m
Z
r
O
r
S
S
7'
3
3
CD
o
r
2
�L
3
z
z
z
z
mzzmzmmzrzzzo
D
D
D
D
v
D
D
v
D
v
v
D
0
D
D
o
0�WI!'WW
1
v
0
000
w
o
CD
(n
N
CD
cn
XCD
N cn
C N
<
C
�• .-h
Q. N
7 :3 _
rn
CO
Z`f
°
coca m
'O
o <
m
O<
CD
7 7
m
v
-0
z
Z rt
=
o w
s o
o D
D CD
CC,No
-NM
C) 3
v oZ
�
C
o 0)i D
DcnOi
��
n'i Do
U) 70 O
o 0 b
N
�
o D
r�r
CD -1
CD
3
o
rtrrn
�
N 3
cn
N W
OD
0 O
CD \
O
?
�
N
O 000
N
0 D
m 0
N CD
N
r w C
0 N Q-
N
O Q