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BENCHMARK REFERENCE
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AVIATION
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SERVICES, INC.
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1.
TEMPORARY RUNWAY AND TAXIWAY
CLOSURE X'S SHALL BF CONSTRIJCTED
OF FABRIC OR PLYWOOD.
I %
2.
TEMPORARY RUNWAY AND TAXIWAY
X'G MARKING DIMENSIONS PLAY B
REDUCED TO PERMIT THE USE OF
STANDARD SHFETS OF 4-BV-8-FOOT
`ems
PLYWOOD.
3.
CROSSES TRE REQUIRED AT RUNWAY ENDS, LOCATED ON TOP OF RUNWAY
NUMBERS.
4.
TAXIWAY X'S CAN BE PLACED ON
CENTERLINE OF TAXIWAY AT ENTRANCE TO
RUNWAY.
RUNWAY
5.
RUNWAY X' S ARE 'T' 'F PAINTED
WHITF PT413 TAXIWAY X' S APE TO BE
CLOSURE X DE
PAINTED YELLOW.
N.T.S.
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T
C&GS BENCH MARK DISK J-640. LOCICEEW42-PM1013TH
OF THE CENTERLINE OF SPENCER HIGHWAY, ACROSS
THE HIGHWAY FROM THE OPERATIONS BUILDING FOR THE
AIR NATIONAL GUARD, 11 FT, EAST OF THE CENTERLINE
OF A SHELL ROAD LEADING SOUTH, SET IN THE CENTER
OF THE TOP OF THE EAST CONCRETE HEADWALL OF A
CONCRETE CULVERT UNDER THE SHELL ROAD.
ELEV. 22.81
X
GENERAL NOTES:
1.
During construction, Contractor shall only close one runway and
associated parallel taxiway at a time, leaving one runway and
taxiway open at all times when required.
Contractor shall submit a schedule of runway and taxiway closures
to the Engineer for approval.
-3.
Cost of runway and taxiway closure X's to be included in other
items of work of which this is a part.
"T.P." indicates Top of Proposed Pavement. Existing elevations
are shown as "Exist." ,
X
`>.
Contractot to verify location and elevations of existing facilities
prior to commencing construction of all proposed facilities. Any
damages done by Contractor will be repaired or replaced by the
\
Contractor at no cost to the Owner.
ON
6.
Contractor shall give notice to all authorized inspectors, super-
intendents, or persons -in -charge of private and public utilities
affected by this operation prior to commencement of work adjacent
cry`
to any and all of the various utilities. Contractor shall assure
X
himself that all construction permits have been obtained prior to
commencement of work. Required permits that can be issued only
3
to Contractor will be obtained at his expense.
O 7.-
Contractor to be responsible for securing his own construction
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staging area.
O
Q 8.
Contractor to exercise the utmost caution when working around
existing lights or existing navigational aids. Should Contractor
O
damage existing lighting facilities or navigational aids, and re-
pair of same is not performed in a timely manner, the Owner re-
serves the right to seek the most expedient means available for
restoration of lighting facilities or navigational aids. Any cost
associated with repairs of the above described items, performed by
X
outside personnel, will be the responsibility of the Contractor.
S.
Clearing aiid Grubbing to Include Removal of 3 Strand Barbed Wire
Fence Including Fence Post.
LIMITS OF CCEAfII-
//vG AMD 67/341,55/A/G � 10-
Apron Ground Rods to be 10-foot in length and shall have less than 1000
Of'O5 7
Ohms Resistance when tested. See Detail this sheet.
S�CLIA�/TY �FNC� Il.
Apron Ground Rods to be measured and paid for per each individual Ground Rod
65A91�-
Constructed, per each, complete including all labor, tools, testing and incidentals
.540)
ded Com lete in place.
S T
RM
1.
All Storm Sewers to be ASTP'I C-76, Class III, reinforced concrete
pipe unless otherwise shown on Plans.
.
All storm sewer trenches under proposed and future pavement or
within one -foot of edge of proposed and future pavement to be
backfilled with 1-1/2 sack cement -stabilized sand to a point one -
foot below pavement subgrade. The remaining backfill to be made
with compacted select material. Include cost of backfill and
bedding in unit price bid per linear foot of pipe.
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Crushed 1iMc51k0nlc ` A 1' i ' , • t�
Concrete y�
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/4 Rod � � �eS/ppA�E.•?
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N.T.S.
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�— LEGEND - - ( 1 0 10 %57 45 - �l k T Di�Ql�l IN65� pD
!,.•I SECURITY FENCE
/0 O 2-861 A0001JC/M A/O.
APRON GROUND ROCS I. See Sheet 5 for Notes
and Details. NO DATE REVISION APPROV
LIMITS OF SEEDING LA PORTE MUNICIPAL AIRPORT
AREA UNDER CONSTRUCTION (CONTRACT 1) - -- ------ -- - ----
PROJECT AND SECURITY FENCE LAYOUT
CONTRACTOR STAGING AREA (CONTRACT 1) PLAN AND GENERAL NOTES
PROPOSED BUILDING PAVEMENT (CONTRACT 2) Turner Collie. (. Braden Inc.
(ONSUIIING INGINIFRb
IIXAS -,I tillti DAdI A, II P4'I)M)( 1I1)tiPIUf1 `kklM k
(OIORADO I�f,VINI.H4•vl)ll'.( II11',
PROPOSED FACILITIES (CONTRACT 2 )
�II McNEILL III= 200' Date DECEM-'-R, 1985
CONTRACTOR STAGING AREA (CONTRACT 2) Des�L.L.G./R.E. cheCk jot) No26-00031-020�o,a1
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