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Flt,., Lauderdale, FL 33311-3940
PROJECT'
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SUMMARY OF QUANTITIES - BASE BID
ITEM NUMBER ITEM DESCRIPTION UNIT BID QUANTITY
G-100-1
PERFORMANCE AND PAYMENT GUARANTEE
L. S.
1
G-100-2
CONSIDERA 77ON FOR INDEMNIFICA 770N
L. S.
1
G-100-3
MOBIUZA 77ON
L. S.
1
G-100-4
MAINTENANCE OF TRAFFIC
L. S.
1
P-151-1
CLEARING AND GRUBBING (INCLUDES PAYMENT REMOVAL)
AC
6.0
P-150-1
MILLING
SY
225
P-152-1
UNCLASSIFIED EXCA VA 77ON
C.Y.
5,100
P-160-1
12-STABILIZED SUSGRADE (LSR 40
S.Y.
3,200
P-211-1
8" LIMEROCK BASE COURSE PRIMED
S.Y.
3,200
P-401-1
Bl7UMINOUS SURFACE COURSE INCLUDES TACK COAT
TON
700
P-620-1
TAXIWAY & RUNWAY MARKING
SF.
Z000
D-701-1
24" RCP CLASS V
L.F.
160
D-751-1
DRAINAGE INLET (3 X 4)
EA.
2
T-901-1
SEEDING AND MULCHING
S Y.
22,000
T-904-1
SODDING (ARGENTINE BAHIA)
S.Y.
5,000
L-110-4
2W2" SCH 40 PVC CONCRETE ENCASED DUCTBANK
L.F.
100
SUMMARY OF QUANT/T/ES - AL TERNA TE 1 XLECTR/CAL)
ITEM NUMBER ITEM DESCRIPTION UNIT BID QUANTITY
L —108-1
HAND EXCA VATE MINIMUM (8 X28) IN EARTH
L,F
300
L-108-2
HAND EXCAVATE (18 X36) IN EARTH
L.F.
200
L-108-3
TRENCH MINIMUM (B X28) IN EARTH
L.F.
50
L-108-4
TRENCH MINIMUM 6 X28') IN PAVEMENT
L.F.
50
L-108-5
f8 5KV L-824 CONDUCTOR IN CONDUIT
L.F.
4,500
L-108-6
0 BARE AWG COUNTERPOISE IN TRENCH
L.F.
3,200
L-108-7
SKV L-824 CONDUCTOR DIRECT BURIED
L.F.
100
L-108-8
3 4" X 10 GROUND ROD CONNECTED TO COUNTERPOISE
EA.
9
L-110-1
1-2" SCHEDULE 40 PVC CONDUIT DIRECT BURIED
L.F.
2,900
L-110-2
1-2" SCHEDULE 40 PVC CONDUIT CONCRETE ENCASED
L.F.
300
L-110-3
EX7E110 EXIS77NG DUCTBANK
EA
1
L-125-1
L-861 7W LIGHT BASE CAN MOUNTED IN EARTH
EA.
45
L-125-2
IDEN77FICA77ON OF CABLES, DUC7BANKS & RX7URES
LS
1
L-125-3
L-867 BOTTOMLESS 16" JUNC77ON CANS
EA.
6
L-125-4
INTERCEPT EXIS77NG DIRECT BURIED CIRCUIT
EA.
2
L-125-5
INTERCEPT EXIS77NG DUC7BANK
EA.
6
L-125-6
REMOVE EXIS77NG STAKE MOUN7ED RX7URE
EA.
22
L-125-7
INTERCEPT EXIS77NG L-858 GUIDANCE SIGN
EA.
5
L-125-8
NEW 3 MODULE GUIDANCE SIGN
EA.
3
SUMMARY OF QUANTITIES - AL TERNA TE 2 (TAXIWA Y "A " & "E" REHAB)
ITEM NUMBER ITEM DESCRIPTION UNIT BID QUANTITY
P-211-2 I RE —WORK EXIS77NG LIMEROCK BASE (PRIMED) I S Y. 1 5.910 1
GENERAL NO TES
1. SCOPE OF WORK
THE PURPOSE OF THE PROJECT IS TO CONSTRUCT A 50' WIDE TAXIWAY WITH
20' SOD SHOULDERS. IT INCLUDES (2) ALTERNATES THE CONTRACTOR WILL BE
NOTIFIED PRIOR TO AWARD OF CONTRACT WHETHER THE AL7ERNATES WILL BE INCLUDED IN THE CONTRACT
SPECIFIC TASKS IN THE PROJECT INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING.
• CLEARING AND GRUBBING
• INSTALL CLASS V DRAINAGE PIPE AS SHOWN INCLUDING DRAINAGE STRUCTURES.
• GRADE AND COMPACT AREA WITHIN GRADING LIMITS AS SHOWN
• INSTALL TAXIWAY EDGE LIGHTS AND GUIDANCE SIGNS AS SHOWN (AL 7ERNA IF #1)
• CONSTRUCT ASPHALT PAVEMENT ( 4" OF ASPHALT ,8" OF LIMEROCK BASE, 12" STABILIZED SUBGRADE).
• STRIPE PAVEMENT MARKINGS
• SOD SHOULDERS
• ELECTRICAL WORK — AL7ERNA TE #1
• REHABILITA77ON OF PA VEMENT A T 71W E" & T/W A" — AL 7ERNA 7E #2
2. SURVEY INFORMA77ON
7HE ELEVA77ONS SHOWN HEREON ARE BASED ON 7HE NORTH AMERICA VER77CAL DA7UM OF 1988
AND ARE REFERENCED TO NA77ONAL GEODE77C SURVEY.
CONTACT WILLIAMS ,HATFIELD & STONER, INC. (WHS) AT (954) 566-8341 PRIOR TO CONS7RUC770N
FOR VERIFICATION OF HORIZONTAL AND VER77CAL CONTROL.
J. UTILITY COORDINA7ON AND RELOCATION
UNDERGROUND U77LITIES SHOWN ARE TAKEN FROM FIELD INSPECTIONS, REVIEW OF RECORD DRAWINGS,
AND SOME EXPOSURE OF SAID UTILITIES. HOWEVER, IT IS IMPERATIVE THAT THE CONTRACTOR COORDINATE
WITH EACH UTILITY COMPANY TO ENSURE EXIS77NG FACIL177ES ARE LOCATED PROPERLY TO PREVENT
INTERRUP770N SER✓CE. THE CON7RACTOR SHALL CONTACT ALL UTILITY OWNERS AND CONFIRM
LOCA7ONS OF U77LI77ES NO LESS THAN 48 HOURS BEFORE BEGINNING CONS7RUC770N.
UTILITY CONTACTS INCLUDE, BUT NOT LIMITED TO THE FOLLOWING:
A. BELL SOUTH: BILL MOORE, (561) 468-5538
B. ST LUCIE AVIA 77ON COUNTY AWA77ON AUTHORITY —PAUL PHILLIPS, AIRPORT DIRECTOR (561) 462-1732
C. FLORIDA POWER & LIGHT- DAN HAYWOOD, (561) 221-2444
D. FPUA: KELLY BRAUN, (561) 466-1600 X-3350 (FOR W47FR & SEWER LINE LOCATONS)
E. SUNSHINE STA7E ONE CALL CENTER OF FLORIDA AT 1-800-432-4770
THE CONTRACTOR IS RESPONSIBLE FOR ANY REQUIRED U77LI77ES IN THE STAGING AREA.
4. CONSTRUC77ON RESPONSIBIL177ES
UPON RECEIPT OF THE NO77CE-70—PROCEED, THE CONTRACTOR SHALL CONTACT THE OWNER OR HIS
DESIGNATED REPRESENTA7VE, ENGINEER OF RECORD, SUBCONIRA CTORS , FLORIDA POWER & LIGHT, BELL
SOUTH AND ANY OTHER U77LITY COMPANY THAT MAY BE APFECIED DUE TO CONSTRUC77ON AND
ARRANGE A PRE—CON57RUCRON CONFERENCE.
TOPICS TO BE DISCUSSED AT 7HE PRE—CONSTRUC77ON CONFERENCE INCLUDE, BUT ARE
NOT LIMI7ED TO. -
A. MAINTENANCE OF TRAFFIC
B. PROJECT SCHEDULE
C. PROJECT WORK PLAN
D. U77LITY LOCATIONS
E. OWNER REPRESENTATIVE INSPECTIONS AND COORDINATION RECUIREMENTS
5. SUBMITTALS
PRIOR TO ]HEIR CONSTRUCTION OR INSTALLATION, SHOP DRAWINGS OR MATERIAL DATA SHALL BE
SUBMITTED TO AND APPROVED BY 7HE OWNER'S REPRESENT47VE FOR 7HE FOLLOWING ITEMS•
• G-100 MAINTENANCE OF 7RAFFIC PLAN
• P-401 JOB MIX FORMULA
• D-701 24" RCP
• D-751 DRAINAGE STRUCTURES (3' X 49
• L-108 CABLE, COUNTERPOISE, CONNECTORS (AL 7ERNATE #1)
s L-110 CONDUIT (AL 7ERNA7E#1)
• L-125 ✓UIVC77ON BOXES, EDGE LIGHTS (ALTERNATE #1)
• L-126 GUIDANCE SIGNS (ALTERNATE #1)
6. TEMPORARY FACIL177ES
IN THE EVENT THAT A LOSS OF SERVICE OCCURS DUE TO DAMAGE TO AN EXIS77NG U77LITY IT IS THE
CONTRACTORS RESPONSIBILITY TO ARRANGE FOR TEMPORARY SERVICE UN77L PERMANENT SERVICE
IS RESTORED. TEMPORARY SERVICE INCLUDES PAYMENT TO UTILITY COMPANY TO RESTORE PERMANENT
SERVICE.
7. MAINTENANCE OF TRAFFIC
CONTRACTOR SHALL FOLLOW THE PHASING INCLUDED ON PAGE 5 OR SUBMIT ALTERNATE PHASING
PLAN FOR APPROVAL
8. PROJECT RECORD DOCUMENTS
CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING A SEPARATE SET OF CONSTRUC77ON DRAWINGS
TO BE USED TO RECORD AC7TJAL CONS7RUC77ON. UPON COMPLETION OF THE CONTRACT, 7HE CONTRACTOR
SHALL TRANSMIT THESE DRAWINGS TO THE ENGINEER.
DRAWINGS SHALL INCLUDE AS A MINIMUM:
1. AS —BUILT ELEVA77ONS OF FINISHED GRADE TO INCLUDE EDGE OF PAVEMENT AND CENTERLINE OF
TAXIWAY AT 50' INTERVALS.
2. ANY CHANGES AS DIRECTED BY FIELD ORDERS OR CHANGE ORDERS.
3. FIELD CHANGES OF DIMENSIONS AND DETAILS
4. DRAWINGS SHALL BE SIGNED AND SEALED BY A REGISTERED LAND SURVEYOR.
I
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— — — — — — — — — — — — —
/ ROCAL�I
— \ -
-— — — -- — — — T _ — _ - - ---
o
GRAPHIC SCALE
( IN FEET )
I inch = 400 ft.
I � GENERAL NOTES:
O
I EXISTING R14Z
R/W 9-27 150' X 6400' • • • • • • • • • • • • (100d' X 1700' X 1510') 1. VERTIG I MEMANCE --FAR-PART-77
LOPE ANTENNA . VASI .VASI i
- •�•••••••�• THE .PLAN INDICATES THE ELEVATIONS ABOVE SEA LEVEL OF THE IMAGINARY SURFACES DEFINED IN
GLIDES . » "' PART 77 OF THE FEDERAL AVIATION REGULATIONS. CONSTRUCTION CRANES AND OTHER EQUIPMENT
..." �`:� �� PENETRATING THESE SURFACES ARE CONSIDERED OBSTRUCTIONS TO AIR NAVIGATION. PRIOR TO
a ...�. .....�:
I
o \ -- :, ..: ... .... . • • • • Sp, � � i SUCH EQUIPMENT USE, FAA NOTIFICATIONS, APPROVALS, AND. SPECIAL OPERATING CONDITIONS MUST
° :.. 34A1 APPROACH ISURFACE
I BE ESTABLISHED:
THE FAA AND THE AUTHORITY HAVE THE RIGHT TO REQUIRE ANY CONSTRUCTION EQUIPMENT PENETRATING
: RUNWAY 27R GLIDE SLOPE .: o THE IMAGINARY SURFACE TO BE REMOVED DUE TO WEATHER OR OTHER SPECIAL OPERATING CONDITIONS
CRITICAL LOC I-IZER CRITICAL AREA of AT NO ADDITIONAL COST TO THE CONTRACT. SPECIAL OPERATING CONDITIONS RELATE TO CRANE
_ CRITICAL AREA \ I ul �I
e — o RUNWAY AND EQUIPMENT USAGE AT OFF-PEAK HOURS.
AND OTHER
F-
— 2 WAY CLEARANCES
— °— — — I— -�- THE FOLLOWING ARE GUIDELINES FOR CLEARANCES TO BE MAINTAINED WHILE WORKING NEAR ACTIVE
— -„ _— RUNWAYS AND TAXIWAYS: THE PRESENCE OF EQUIPMENT OR OPEN EXCAVATION IN EXCESS OF 3 DEEP
\ _ WITHIN THESE AREAS WILL REQUIRE CLOSING THE OPERATIONAL AREA OR SPECIAL OPERATING PROCEDURES.
\ CONSTRUCTION WITHIN THIS AREAS SHALL BE COORDINATED IN ADVANCE, ON A CASE -BY -CASE BASIS:
_-= ? \' 9 9 9 A. DISTANCE FROM RUNWAY CENTERLINE 200 FEET
00.\ B. DISTANCE FROM TAXIWAY CENTERLINE 100 FEET
-- \c +\\\
C. RUNWAY APPROACH AREAS. RUNWAY PROTECTION ZONE;. SLOPE AS SHOWN
\ \
(` ELEC.
ALL OPEN TRENCHES, STOCKPILED MATERIAL AND EXCAVATION NOT WITHIN THE. AREAS DESCRIBED IN
VAULT1.. ` .. � t No. 2 SHALL BE PERMANENTLY MARKED WITH ORANGE FLAGS AND LIGHTED WITH STEADY BURNING RED LIGHT
° ATC \ \ e \ \ ' \\ �� „ ti < UNITS (ACCEPTABLE TO THE AIRPORT AND THE FAA) DURING HOURS OF RESTRICTED VISIBILITY
\ \ \\ a
\ ` � �' °� � � ��" "' � " � VP AND/OR DARKNESS.
O
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E \\ \ems
— DUE TO THE PROXIMITY OF WORK AREAS TO AIRCRAFT MOVEMENT AREAS, ALL STOCKPILED MATERIAL AND
CONS\ \ \ ROM AIRCRAFT
\O\\\ \\\• o C3 BLLAST�OR WIND. MATERIALS UCTION EQUIPMENT HSHOULD NOALL BE T
(STORED NEAR NED IN A NAIRCRANER FT TURNIINGPREVENT MAREAS NORFMOVEMENT AREAS.
\ 5• �S PJRT. ETC.- ON RUNWAYS. TAXIWAYS OR RAMPS
ACTIVE RUNWAYS, TAXIWAYS AND RAMPS SHALL BE KEPT FREE OF ALL DEBRIS, DIRT OR ANY SUCH LOOSE
MATERIALS AT ALL TIMES. MATERIAL TRACKED ONTO THESE AREAS WILL BE REMOVED INMEDIATELY. THE
CONTRACTOR MUST KEEP A POWER BROOM WITH OPERATOR ON DUTY DURING ALL HAULING OPERATIONS
\ \ \ \\ ACROSS PAVEMENT IN USE BY AIRCRAFT, CONTINUOUS INSPECTIONS WILL BE HELD. WATERING MAY BE
REQUIRED TO CONTROL DUST AS REQUIRED BY FAA AND THE AUTHORITY.
_ •"=t e I e \
6. MOTORIZED VEHICLES
\ e0� A. VEHICLES (INCLUDING ALL CARS, TRUCKS, CONSTRUCTION EQUIPMENT, ETC.) ARE FORBIDDEN TO PENETRATE
AIRCRAFT MOVEMENT AREAS OR RUNWAY APPROACH AREAS UNLESS THEY HAVE TWO-WAY VHF RADIO
1 I \ h x \ \\ C TUNED TO THE PROPER GROUND CONTROL FREQUENCY, 119.5MC. OR THEY ARE ESCORTED BY AN
AUTHORIZED VEHICLE HAVING THE REQUIRED RADIO, OR THEY ARE CONTROLLED BY FLAGMEN UNDER A
CONTROL PLAN APPROVEIN ADVANCE.
B. ALL VEHICLES MUST OB AIN CLEARANCE FROM THE CONTROL TOWER BEFORE ENTERING AIRCRAFT MOVEMENT
\ \ ' C. THE CONTROL TOWER SHALL BE INFORMED OF ALL ACTIVITY WITHIN THE AIRCRAFT MOVEMENT AREAS.
CD
\ \\\ \\\ \ \\ \ \\ eery 7 COORDINATION
CONTRACTOORRSSHALL COORDINATE ACTIVITIES WITH LOCAL AIRPORT PERSONNEL ON A DAILY BASIS.
\\
SEE SAFETY DURING CONSTRUCTION PLANS IN SPECIFICATIONS.
9. ONTRACTOR STAGING AREA
CONTRACTOR STAGING AREA IS AS SHOWN OR AS APPROVED BY THE AIRPORT AUTHORITY. SECURITY
Q eV \\ \ \ \ \\ SHALL BE PROVIDED BY THE CONTRACTOR AT HIS OWN OPTION. THE CONTRACTOR ASSUMES NO
I q \ \ \ \ e \ o RESPONSABILITY FOR SECURITY. THIS AREA SHALL BE UTILIZED FOR DAILY CONTRACTOR EQUIPMENT
\ PARKING AND MATERIAL STORAGE, PENETRATION OF THE PART 77 SURFACE WILL NOT BE ALLOWED
WITHOUT PRIOR APPROVAL. UPON COMPLETION OF THE PROJECT, THE AREA SHALL BE SODDED,
D \ \ \ I AND RESTORED TO A SMOOTH GRADED CONDITION ACCEPTABLE TO THE ENGINEER. THERE SHALL BE
NO SEPARATE MEASUREMENT OR PAYMENT FOR THIS ITEM.
Fl
n 10. NON -MOVEMENT AREA
F/ \ NON -MOVEMENT AREAS ARE CONTROLLED BY THE ATCT. CONTRACTOR SHALL NOTIFY ATCT
gip,
G\ S \ PRIOR TO ANY MOVEMENT WITHIN NON —MOVEMENT AREAS SUCH AS. RUNWAY/TAXIWAY SAFETY AREAS.
00GyC VIOLATORS WILL BE CHARGED A $10,000 FINE BY THE FAA FOR EACH INCURSION.
_17— �t
Sr LUQ'E BMEVARIO
STAGING AREA
<4=:�> HAUL ROUTE/SITE ACCESS
- " 9 — ELEVATION OF FAR PART 77
IMAGINARY SURFACES
TEA-XI�*WAAYY Al TAXIWAY NAMES
'; t' "-;"' i PROPOSED WORK AREA
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PROJECT No.
5135.24
SHEET
No
3
EXISTING RUNWAY PAVEMENT
EXISTING PAVED RUNWAY SHOULDER
\ /
\ EXISTING 2—WAY 2"
` DUCTBANK
i \
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EXISTING
STORM EXISTING STORM INLET y�c.
MANHOLE / �QP \
EXISTING
MARKINGS
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29
DM \ \\ \ j CORE /
—LOCATIONS--_—°,,
-- — j
/ � EXISTING 2—WAY 2" `\\
�t/`.®`.® "All
DUCTBANK \ 1
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ow
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O / EXISTING 2—WAY 2"
c / \ DUCTBANK
W EXISTING
oy�o TAXIWAY
SIGN (TYP.)
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\ EXISTING
�HOLD BAR
0
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EXI NG 2—WAY p _ss
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CORE 1 CORE 2
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--
9
gal
10+00 11+00 12+00 1 00� `yF V \ 14+00 / 15+00 16+00 17+00 18+00 / 19 00
`A EXISTING BASELINE
�ENCHMARK
N 1149809.2600POINT / BENCHMARK v POINT #2
E 862914.5728 / ELEV. #122. \ \� \ / / ELEV. = 20.39
DISNAIL AND DISK \ / STA: NAIL AND$+278 .78
/ STA: 12+8
04 \` / /
\ /
EXISTING Q,
STORM INLET16/
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EXISTING CANAL
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GRAPHIC SCALE
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PROJECT No.
5135.24
SHEET No.
4
_
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EXISTING
RUNWAY PAVEMENT
RUNWAY 9-27 RUNWAY
DESIGNATION
"
-------
MARKING
EXISTING PAVED
RUNWAY SHOULDER
T
UNWAYRLINE
---
2O_ E}'
250` C RUNWAY
CENTERLINE
CEN
r�
CONSTRUCTION BARRICADES ARE TO BE
IN PLACE DURING ALTERNATE 2 WORK
PHASE to �70
1
GRAPHIC SCALE
100 0
50 100 200 400
-
- RUNWAY SAFETY AREA
- - - -
- - - - _ - -
--
UNWAY SAFETY AREA
25'
CONSTRUCTION
BARRELS AND TEMPORARY EDGE
-
( IN FEET )
LIGHTS
ARE TO BE PLACED
"A" "Al"
/
1 inch = 100 ft.
ON
WITHIN
TAXIWAY AT TAXIWAY WHEN WORKING
ALTERNATE 2. IT IS NOT
TAXIWAY 'A" SAFETY AREA OR ALTWHEN
=
NECESSARY TO CLOSE TAXIWAY "E" /
/
o
WORK 1 WORKING
-p ASE to /
N ITAXIWAY "1A" SAFETY AREA, -
"' _-\�
--
/
PHASE 1 T
A NOTES:
y
CLOSURE
--
BARRELS ARE REQUIRED
B
N
\
DESCRIPTION
Pavement Removal Within Runway 9-27 Safety Area
z°
59.5'/
\�_
TAXIWAY SAFETY
AREA - -
--
.:
/
\��\
REQUIRED START
�100
-
/ /
Notice to Proceed
I H-tH FFF
--:.:.-..-- ----
-- --- -_- _:T/W „A„
-�
<
�\�
REQUIRED COMPLETION
9i-�H+H+fid,'�f-III+I-I
EXISTING TAXI
..8
AY CENTERLINE
:..
HA E 2 'O/
60
o
` 5 Calendar days after notice to this
ALTERNAT 2
proceed phase.
/ / AY
CONDITIONS REQUIRED TO START
-TAXIWAY SAFETY. AREA
- � - -.--!' -
_
- : • /
/
/
... ... ........: .....�.::. ............:..
1. Notam issued for Runway 9-27 Closure
��ee
LEG
/
SEQUENCE OF WORK
♦ -T
CONSTRUCTION BARRELS (SEE
DETAIL) ";
/
1. Place crosses on Runways and Barricades and Edge Lights
2. Sawcut and Pavement Removal
® ®
TEMPORARY TAXIWAY EDGE LIGHTS
- ( ) SEE DETAIL
'
?/ `
3 I
Excavation and Fine Grading.o
4. Sod, Seed and Mulch.
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, ,pp
5. Clean
/
RUNWAY CE
TER
INE
up and perform substantial completion acceptance ..inspection.
FLL-
-H4+114 I I [H 11141+1+-
TAXIWAY MARKINGS TO BE OBSCURED
BY GRINDING OR OTHER APP
OVED METHOD.,
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of
�o`� CLOSED RUNWAY
6. Remove MOT Devices.
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ALL PAVEMENT MARKINGS AR
TO BE
of
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oPERATING
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\��� N.T.S.NT
CONDITONS
N Or
RESTORED AT THE END OF EACH
WORK
�/
/ NOTE.
1. Runway 9-27 is closed. Work is to be performed between the
Q
.,
DAY OR AS DIRECTED BY THE:ENGINEER/OWNER.
a
\yam
/ x's SHALL BE PLACED AT EACH END OF
E RUNWAY
hours of 9:00pm and 7:00am.
J °�
PAYMENT TO BE INCLUDED
M.O.T. G-1Q0-4 ��
( )
/
/ /. /
/ /
/ ON TOP of THE RUNWAY DESIGNATION M
RKIN
S:
2.: Taxiway "E" is closed north of Taxiway "A"
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- -
RUNWAY TAXIWAY SAFETY AREAS
,
PROPOSED TAXIWAY (PHASE
) /
RED STEADY BURNING
a
EXISTING PAVEMENT TO BE REMOVED
/
(PHASE 1A)
/ /
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59
WARNING LIGHT
INSTALLED ON
SA Now 11 A0E
PHASE1 B NOTES:
DENOTES REQUIRED RUNWAY
CLOSURE
/
DESCRIPTION
WHEN WORKING WITHIN THIS
REA
/
BRIGH
Pavement Removal Between Taxiway A and Runway 9-27 Safety Area
s
/ 118,
/
PAINT WHITE
STRIPE (TYP)" GRAN E (
r:<
)
REQUIRED START
ALTERNATE 2 - REQUIRES CLOSURE
Notice to Proceed This Phase. This hose can run concur gently
P
C
BARRELS ON T Ws A', E",
RUNWAY 9-27 ON T W "E
�
AND 200' FROM
S SHOWN
/
TYPE III'
BARRICADE40' (MAX)
SECURED WITH
with Phase 1A
BAGS
REQUIRE!OMPLETION
CLOSUfZE BARRICADE
EXISTING PAVEMENT TO BE R
MOVED (PHASE
N.ts.
-RY
30 GOlend®r days after notice to proceed this phase.
PRzP /
STEADY
EADY BURNING RED LIGHTS SHALL BE BA
POWERED
CONDITIONS REQUIRED TO START
u
AND SHALL OPERATE UOUSL
AND INDEPENDENTLY
OF EACH OTHER.
OTHER.
'
1. NOttlm ISSUed When working within TaxiwayA Safety Area
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CLOURE BARRICADES ARE TO BE PLACED 10
2 ALOSURE A
FROM T/w c
FROM
R/W C
SEQUENCE F WORK
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3. CLOSURE BA ARE TO BE IN PLACE
CONSTRUCTION BEGINNING.
RIGR
TO
1. .Place Barricades at :Taxiway A during work within the safety area
2. Sawcut Pavement Removal
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and
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3. Excavation and Fine Grading.
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4. Sod, Seed and Mulch.
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GENERAL NL)
5. Clean up and perform substantial completion acceptance inspection.
6. Remove MOT Devices.'
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1.
THE FOLLOWING SHALL BE ADHERIiD TO:
OPERATING
Z
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CONDITONS
/
A. WORK WITHIN RUNWAY 9-27 SAFETY AREA WILL BE DONE BETWEEN THE
H
URS OF 9:OOPM AND 7:OOAM
Taxlwgy A is closed when working within safety area
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W
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B. WORK WITHIN 200' OF A RUNWAY CENTERLINE WILL REQUIRE ITS CLOSURE
C. WORK WITHIN 100' OF A TAXIWAY CENTERLINE WILL REQUIRE ITS CLOSURE.
F-
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0
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D. WHEN A RUNWAY iS IN USE ACCESS MUST BE PROVIDED TO BOTH ENDS
OF THE RUNWAY
V
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ALTERNATE 2 NOTES:
E. CONTRACTOR MAY HAVE TO VACATE THE WORK AREA WHEN WORKING
WITHIN
RUNWAY 9-27
PHASE 2 NOTES:
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SAFETY AREA DUE TO A WIND SHIFT. THERE SHALL BE NO SEPARATE
PAY
ENT FOR RE -MOBILIZATION
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P DESCRIPTION
F. TAXIWAY "E" AND "D' SHALL NOT BE CLOSEDI SIMULTANEOUSLY.
DESCRIPTION
0
X
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�e� Construct Taxiway between Taxiways "E' and "D°
2.
CONTRACTOR SHALL USE ROUTES AS SHOWN ON THESE PLANS OR AS AP
PRO
ED IN ADVANCE
Construct Taxiway between Taxiways "E" and "D"
(�
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�O a0 P
P REQUIRED START
FOR TRANSIT BETWEEN WORK SITES, STOCKPILES, AND STAGING AREAS.
O NOT
CROSS
REQUIRED START
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COMPLETION OF PHASE 2
3,
RUNWAYS AND TAXIWAYS WITHOUT PRIOR APPRO AL OF THE FAA CONTROL
CONTRACTOR SHALL PROVIDE ESCORT VEHIC lQUIPPED WITH TWO-WAY
TONER.
VHF
RADIOS
COMPLETION OF PHASE 1
W_
V
REQUIRED COMPLETION
APPROVED BY THE OWNER. THE VEHICLES SHALL BE PERMANENTLY MARKED
NAME ON BOTH SIDES AND SHALL BE RESPONSIBLE FOR NOTIFYING THE AR TRAFFIC
WITH COMPANY
CONTROL
REQUIRED COMPLETION
35 Calendar days after notice to proceed this phase.
TOWER PRIOR TO ESCORTING ALL CONTRACTOR VI=HICLES ACROSS TAXIWAYS
AND
RUNWAYS.
65 Calendar days after notice to this
I
/
ALL CONSTRUCTION TRAFFIC MUST BE ESCORTED. VIOLATORS WILL BE CHARGED
WITH A
proceed phase.
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CONDITIONS REQUIRED TO START
10.000 FINE BY THE FAA FOR.EACHINCURSION.
CONDITIONS REQUIRED TO START
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1. NOTAM Issued for work within Taxiway E rid A safety
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areas.
4.
SEE SAFETY PLAN FOR RADIO REQUIREMENTS AND ADDITIONAL INFORMATION.
„
1. NOTAM issued for work within Taxiway E and D safety areas.
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SEQUENCE OF WORK
1. Clear and rub
6.
CONTRACTOR MAY LEAVE CONSTRUCTION VEHICLES WITHIN THE CONSTRUCTION
PROVIDED THEY MEET THE CRITERIA WITHIN THE SAFETY DURING CONSTRU
TIO
AREA OVERNIGHT
PLAN (ATTACHMENT A).
SEQUENCE OF WORK
4\
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9
2. Subgrade, compact and rough ,grading.
3. Install conduit & wire for lighting. (If altern ',te is chosen)
7.
CONTRACTOR PARKING AND MATERIAL STORAGE IS TO BE ESTABLISHED A
SECURITY SHALL BE PROVIDED BY THE CONTRACTOR AT HIS OWN OPTION.
SH
THE
WN ON TH A
E SAFETY PLAN.
OWNER ASSUMES
1. Clear and grub
2. Install drainage pipe and structures
9 P P ures
3. Subgrade, compact and rough
grading.
'
4. Construct limerock base & final grading.
9 9
NO RESPONSIBILITY FOR SECURITY. THIS AREA SHALL BE UTILIZED FORD
IL Y
CONTRACTOR EMPLOYEE
4. Install con uit &wire for i
d I ghting. (If alternate Is chosen)
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G
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5. Construct bituminous surface course.
6. Install li ht fixtures rf alternate is chosen
9 ( ),',and place marking,
sod.
PARKING AND MATERIAL STORAGE PENETRATIONII OF THE PART 77 SURFACE
WITHOUT PRIOR APPROVAL OF THE AUTHORITY
ILL NOT BE ALLOWED
5. Construct lim r k
e oc base & final grading.
6. Construct bituminous surface course.
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7. Cleanup and perform substantial com letlo acceptance'ins inspection.
P PP
8. Remove barricades.
8.
PRIOR TO NOTICE TO PROCEED THE CONTRACTOR MAY PROVIDE AN ALTER
AT
PHASING PLAN FOR APPROVAL. THIS PLAN'
7_ Install light fixtures (if alternate Is chosen), and place; marking, sod.
8. Clean up and substantial tonce
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a
^ O
SHALL REFLECT THE CONTRACTOR SEQUENCE OF WORK (PHASING) AND ESTIMATED
TIME OF CONSTRUCTION PER PHASE
perform completion acre ms ectlon.
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9. Remove barricades.
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OPERATING CONDITONS
1. Taxiway "A" is closed east of "Al"
9.
MAINTENANCE OF TRAFFIC DEVICES, SHALL INCLUDE THE FOLLOWING:
0 3
$ e0.
Ea.
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10(1.
P
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2. Saxiwa E' is closed north of Taxiwa B'
y " Y
A BARREL BARRICADE LINE AS DETAILED ON T HIS SHEET TO BE LOCAT
D AT
ALL CLOSED AREAS.
OPERATING CONDITONS
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THE LINES' SHALL BE PLACED PER NOTE 2.
PROJECT No.
TEMPORARY EDGE LIGHTING AS DETAILED ON THIS SHEET SHALL BE LO ATE AT ALL CLOSED AREAS. Work within Taxiway "E" and "D" safety areas requires
k
THE LINES SHALL BE PLACED IN LINE WITH TH EXISTING EDGE LIGHTS.
Contractor to work on a "pull back" basis for aircraft
5135.24
using Taxiway "D1,
SHEET No.
I
it
'
5
GRAPHIC SCALE
v yy
LEGEND
REMOVE EXISTING PAVEMENT
AND LIMEROCK BASE
REMOVE/REPLACE EXISTING ASPHALT
PAVEMENT (ALTERNATE #2)
PROPOSED TAXIWAY
FEE DETAIL SHEET 9
�Q
x MILL EXISTING ASPHALT
SEE DETAIL SHEET 9
_. PROPOSED 2—WAY 2" DUCTBANK
MAINTAIN 10' FROM EDGE OF PAVEMENT
AND 36" COVER REQUIRED
SEE DETAIL SHEET 9
DM
EXISTING 2W2" DUCT MARKER
AND DUCTBANK
O XISTTNG TAXIWAY/RUNWAY EDGE LIGHT
3 .. "Y, '+L J „ ,,
:�� �'�:..i3>�i;�. a�' .a. ^.:_a-+���,+d�'A=" th�bs•',.��+.'"�,t;�,�� �t�i qr:�, �,.,
EXISTING RUNWAY SHOULDER
n
I� I '� 1 (126'
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1. REMOVAL OF ASPHALT PAVEMENT SH L INCLUDE REMOVAL OF ASPHALT SURFACE
ONLY. PAYMENT FOR REMOVAL SHALL:'i BE PAID FOR UNDER P-151-1 CLEARING
AND GRUBBING. PAYMENT FOR REMOVAL OF BASE SHALL BE INCLUDED UNDER PAY ITEM
P-152®-1 UNCLASSIFIED EXCAVATION.
CONTRACTOR SHALL SEED AND MULL ,ALL DISTURBED AREAS. PAYMENT
SHALL BE PAID FOR UNDER T-901-1 SEEDING & MULCHING.
2. SEE SHEET 7.1 FOR ELEVATIONS.
lr f0- SEA SHEET 6.3
EXISTING SIGN TO REMAIN
CONTRACTOR SHALL SAWCUT
PAVEMENT AROUND EDGE —
OF BA§E AND GRADE AROUND
BASE SO AS NOT TO
DISTURB CABLES.
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OFFSET: 507.99 L Z
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PROJECT No.
5135.24
SHEET No.
6.1
EXISTING
STORM M.H.
EXISTING
STORM INLET
LEGEND
T —I� REMOVE EXISTING PAVEMENT
AND LIMEROCK BASE
\ \\ PAVE REMOVEENTE(ALTERNATE PLACE EXISTING ASPHALT
ASPHALT
\\
\ PROPOSED TAXIWAY
\ \\ SEE DETAIL SHEET 9
h 7 i
MILL EXISTING ASPHALT
SEE DETAIL SHEET 9
�VIV PROPOSED 2—WAY 2" DUCTBANK
��,,r:;.,: ; ` MAINTAIN 10' FROM EDGE OF PAVEME
AND 36" COVER REQUIRED
SEE DETAIL SHEET 9
GRAPHIC SCALE �v\ DM
\\I EXISTING 2W2" DUCT MARKER
\ AND DUCTBANK
( w Fur1 \ \\ 0 EXISTING TAXIWAY/RUNWAY EDGE IIGF
1 inch - 20
MATCH LINE SEE SHEET 6.1
rr�
STA: 14+48.78
OFFSET: 191.90 L
LD\ \ 1 (129' I. . . . . . . . . . . . . . .
� \ J
I \\ \ STA:' 15+67.99
\ 1 Q'
STA: 11 +68.55 \ � _
DM OFFSET: 134.83 L \ \ f _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
O 0O p\ _ J - f r_ _ f . . . . . . . . . .
. . . . . . . . STA: 12+37.39 \. \ . . . . . . . . . . . . . . . . . . . . . . . . . . . STA: 13+90.29 . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . OFFSET: 134:98 L \ . . . OFFSET: 134.01 L
TAW „
i -
...
\\ \ ' `10r...
\-=ALTERNATE-2 ..
O - -- b -- -
DM ....`'�(SEE NOTE 2)
STA: 11+12.33 \ \ STA: 15+17.25 PROPOSED
OFFSET: 84.84 L . . . . . . . . \ . \ . . . . . . . . . . . . . . . . . . . OFFSET: 82.89 L 2 WAY 2"
\ `\. CONRETE
ENCASED
\\. \ DUCTBANK
.. \ \ .... .... ............ .
Q . . . . . . . . . . . SAWCUT . \ \ . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . LIMITS . . . \ . . . . . . . . . . . . . . . . . . . . . . . STA: -. 23.09
OFFSETT: 37 L
STA: 11+62.92 \
11+00 OFFSET: 25.03 L 12+00 13+00 \\ \ 14+00 / 15+00 16+00
\
\A / BASELINE
NOTES \\\
1. REMOVAL OF ASPHALT PAVEMENT SHALL INCLUDE REMOVAL OF ASPHALT SURFACE
ONLY. PAYMENT FOR REMOVAL SHALL BE PAID FOR UNDER P-151-1 CLEARING STA: 14+00.52 \
AND GRUBBING. PAYMENT FOR REMOVAL OF BASE SHALL BE INCLUDED UNDER PAY ITEM ��,� OFFSET: 33.83 R \
P-152-1 UNCLASSIFIED EXCAVATION. p
CONTRACTOR SHALL SEED AND'MULCH ALL DISTURBED AREAS. PAYMENT \ �� \
SHALL BE PAID FOR UNDER/T-901-1 SEEDING &MULCHING. 40
2. CONTRACTOR SHALL REMOVE ASPHALT PAVEMENT. EXISTING BASE SHALL BE SCARIFIED `Q \
AND COMPACTED. ADDITIONAL LIMEROCK BASE SHALL BE ADDED AS REQUIRED. ' \
PRIME BASE BEFOREADDING 4" OF ASPHALT PAYMENT. (ALTERNATE 2) \
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PROJECT No.
5135.24
SHEET No.
6.3
/'DM
.A"TC& LINE SEE SHEET 6.2
NOTES
1. REMOVAL OF ASPHALT PAVEMENT SHALL INCLUDEREMOVAL OF ASPHALT SURFACE
ONLY. PAYMENT FOR REMOVAL SHALL BE PAID FOR UNDER P-151-1 CLEARING
AND GRUBBING. PAYMENT FOR REMOVAL OF BAS E SHALL BE INCLUDED UNDER PAY ITEM
P-152-1 UNCLASSIFIED EXCAVATION.
CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS. PAYMENT
SMALL BE PAID FOR UNDER T-901-1 SEEDING & MULCHING.
♦ I Q
♦ I
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STA: 20+95.9\ I
)FFSET: 263.30 L ♦ O
A: 20+86.82
ET: 260.03 L
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NG PAVEMENT
BASE
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ICE EXISIING ASPHALT
-T,
TERNATE #2)
/ PROPOSED TAXIWAY
.4 ...... ..... ... SEE DETAI SHEET 9
! 1
STA: 17+75.40 STA: 17+87.53
I
OFFSET: 27.89 L OFFSET: 32.89 L
17+00 18 00 / 19+00 / 20+00
STA: 18 17.38�
OFFSET: T.64 R
STA: 1 20.24
�-OFFSE . 10.55 R
/
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MATCH LINE SEE SHEET 6.
PROPOSED
TAXIWAY
SIGN (TYP.)
MILL EXISTING ASPHALT
SEE DETAIL SHEET 9
PROPOSED 2-WAY 2" DUCTBANK
MAINTAIN 10' FROM EDGE OF PAVEMENT
AND 36" COVER REQUIRED
SEE DETAIL SHEET 9
EXISTING 2W2" DUCT MARKER
AND DUCTBANK
EXISTING TAXIWAY/RUNWAY EDGE LIGHT
(TO REMAIN)
EXISTING TAXIWAY/RUNWAY EDGE LIGHT
(TO BE REMOVED)
22+00
0
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PROJECT No.
5135.24
SHEET No.
6.4
i
i
GRAPHIC SCALE
(IN MT)
I inch - 20 f.
d
CLEARING AND
GRUBBING LIMITS
0
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/ AND LIMEROCK BASE �\
\
/ REMOVE/REPLACE EXISTING ASPHALT J
PAVEMENT (ALTERNATE #2) \ LL z
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PROPOSED TAXIWAY STA: 15+92.97 \\
SEE DETAIL SHEET 9 OFFSET. 230.81 R a w
%u MILL EXISTING ASPHALT i \ tp
I _X SEE DETAIL SHEET 9
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„� ,, •^.;_ PROPOSED 2-WAY 2" DUCTBANK r r MAINTAIN 10' FROM EDGE OF PAVEMENT ' \ LU
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AND 36" COVER REQUIRED m
/ SEE DETAIL SHEET 9
DM W
EXISTING 2W2" DUCT MARKER
1L'
AND DUCTBANK (n
d
EXISTING TAXIWAY RUNWAY EDGE LIGHT
/ Lu
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NOTES 0
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1. REMOVAL OF ASPHALT PAVEMENT SHALL INCLUDE REMOVAL OF ASPHALT SURFACE J Z Ix
ONLY. PAYMENT FOR REMOVAL SHALL BE PAID FOR UNDER P-151-1 CLEARING Q C I= O
AND GRUBBING. PAYMENT FOR REMOVAL OF BASE SHALL BE INCLUDED UNDER PAY ITEM Z Fn F— J
P-152-1 UNCLASSIFIED EXCAVATION. O ; � � ZLU LL
LLI �
CONTRACTOR SHALL SEED AND MULCH ALL DIS RBED AREAS. PAYMENT Q �
SHALL BE PAID FOR UNDER T-901-1 SEEDING MULCHING. Z X ij? >
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PROJECT No.
5135.24
SHEET No.
— - 6.5
LR
LL
W
LL
W
EXISTING
HEADWALL
�P
V/
G
f� r�CH,. :I I NF R F F R H F F T 6 _
NCYTES
1. REMOVAL OF ASPHALT PAVEMENT SHALL INCLUDE REMOVAL OF ASPHALT SURFACE
ONLY. PAYMENT FOR REMOVAL SHALL BE PAID FOR UNDER P-151-1 CLEARING
AND GRUBBING. PAYMENT FOR REMOVAL OF BASE SHALL BE INCLUDED UNDER PAY ITEM
P-152-1 UNCLASSIFIED EXCAVATION.
CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS. PAYMENT
SHALL BE PAID FOR UNDER T-901-1 SEEDING & MULCHING.
LEGEND
REMOVE EXISTING PAVEMENT
-__ AND LIMEROCK BASE
REMOVE/REPLACE EXISTING ASPHALT
PAVEMENT (ALTERNATE #2)
PROPOSED TAXIWAY
SEE: DETAIL SHEET 9
MILT_ EXISTING ASPHALT
SEE: DETAIL SHEET 9
PROPOSED 2-WAY 2" DUCTBANK
MAINTAIN 10' FROM EDGE OF PAVEMENT
AND 36" COVER REQUIRED
SEE: DETAIL SHEET 9
EXISTING 2W2" DUCT MARKER
AND DUCTBANK
EXISTING TAXIWAY/RUNWAY EDGE LIGHT
EXISTING CANAL
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GRAPHIC SCALE
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20 0 10 20 40
80
a., ...
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IMME
( IN FEET )
1 inch = 20 ft
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GENERAL
iPAVING AND GRADING NOTES.
/
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1. ELEVATIONS
SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988.
—
Z
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2. REFER T
ELECTRICAL PLANS FOR UNDERGROUND ELECTRICAL.
\ p
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F-
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REMOVELREPL
ASPHALT PAVEMENT
CE EXISTING
J. CON TRAC
TO LIMIT
4. CONTRACTOR
OR SHALL SAW CUT AND REMOVE EXISTING PAVEMENT
SHOWN. (MILLING OR OTHER APPROVED METHOD)
SHALL THEN SCARIFY, RE AND PRIME EXISTING
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(ALTERNATE #
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LIMEROCK
BASE IN CONNEC77ON WITH NEW BASE CONSTRUCTION.
5. PAVEMENTTO
BE REMOVED SHALL INCLUDE THE FOLLOWING.
/
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PROPOSED TAXIWAY
• REMOVE
RE—W
RE —WORK
EXISTING ASPHALT (APPROX. 1") — PAY ITEM P-150--2
K EXISTING LIMEROCK BASE, ADDING ADDITIONAL BASE S REQUIRED.
J
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AND PRIME BASE — PAY ITEM P-211-2.
A
DM
Z
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PLACE
BITUMINOUS SURFACE COURSE — PAY ITEM P-401.
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W PAVEMENT
NEW
TO
6. SEE GED
E77ZY PLANS FOR CURVE DATA.
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EXISTING PAVEMENT
7. CONTRACTOR
'SHALL GRADE AROUND ALL STRUCTURES TO REMAI
2 /
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SEE DETAILS
EET 9
WITHIN WORK
LIMITS. MAXIMUM SLOPE WTHIN THE SAFETY AREAS IS 59a
0
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CONTRA C
TORSHALL SEED AND MULCH ALL DISTURBED AREAS NOT TO BE SODDED.
�
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TAXIWAY HOLDING
I
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POSITION MA
KINGS
-
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SEE DETAIL SHEET
9
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DM
2W2" DUCT M
RKER
° 6\
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TAXIWAY/RUNWAY
EDGE LIGHT
— — -- -
20.
— -T
RUNWAY SAFETY AREA - - - _ - / - - - - - - / z / U
-- -- -- -- -- -- _- -- -- - -- -- - -- -�
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PROJECT
No.
5135.24
_moo
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9
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SHEET
No.
---
MATCH LINE
SEE SHEET 7.3
7.1
N
GRAPHIC SCALE
20 0 10 20 40 90,
IaAw
SO
D SHOULDER
{s,liml
f ."£ -0+,,�f•,,' ` r '.r.f1ti2,"
w�.,a..aL yG. y:�. .`:ryt�.'a�, r;"`• 3'"�: ,e.+y}, r� �§ia :rPsA $'.�. q r<. x°w; ".,:�+: .
',✓ w. REMOVE/REPLACE EXISTING':
ASPHALT PAVEMENT
(ALTERNATE #2)
PROPOSED TAXIWAY
;`". _. • .• � �.y;. ,.. �.. r ..r >, rx,- ':.�, �>� �., m�� .;,y<- �,� ,� ..,tea ,.. r
" P a
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NEW PAVEMENT TO
•RN' -V' r`s .w*1 kt h,`t'1 - r y < .
EXISTING .PAVEMENT
-
;; � r f, - •. ,°,, >d: �', e;; n;« SEE DETAIL SHEET 9 o
'`xY'' TAXIWAY HOLDING ' �d1' * N tJL U
;,. -:, , ��, .
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2. REFERTIOO�EL CTRICAL PLANS FOR U DERGROUND ELEbTRICAL. L Q 0
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N
NORTH AMERICAN VER77CAL DATUM OF 1988.
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SHALL SAW CUT AND
REMOVE
ELECTRICAL.
EXISTING PAVEMENT
TO LIMITS
4. CONTRACTOR
! SHOWN. (MILLING OR'OTHER
SHALL THEN SCARIFY
APPROVED METHOD)
RE -COMPACT AND PRIME EXISTING
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LIMEROCK
5. PAVEMENT
BASE IN CONNECTION
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THE FOLLOWING: 20
GRAPHIC SCALE
10 20 ao ao
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EXISTING ASPHALT (AP
RO
. 1 - PAY ITEM P-150-2
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ADDING ADDITIONAL BASE AS REQUIRED.
ITEM P-211-2
- -
( IN FEET )
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6. SEE GEOMETRY
CONTRACTOR
BITUMINOUS SURFACE'
PLANS FOR CURVE
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DATA.
- PAY ITEM P-401:
1 inch = 20 ft.
P+V
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7 WITHIN WORK
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SLOPE
ALL STRUCTURES TO REMAIN
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CONTRACTOR
SHALL SEED AND MULCH
ALL DISTURBED AREAS NOT TO DE SODDED.
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2. REFER TO ELECTRICAL PLANS FOR UNDERGROUND ELECTRICAL. Z X i•
/ J. CONTRACTOR SHALL SAW CUT AND 'REMOVE EXISTING, PAVEMENT \ w / / Z �.
TO LIMITS SHOWN. (MILLING OR OTHER APPROVED METHOD) / / wIX Z
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LIMEROCK BASE IN CONNECTION' W TH NEW BASE CONSTRUCTION.
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/ PROJECT No.
5135.24
SHEET No.
7.5
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PROPOSED TAXIWAY
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'COMPACT AND PRIME B.
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NEW PAVEMENT TO 6. SEE GEOMETRY PLANS (
jR= EXISTING PAVEMENT 7. CONTRACTOR SHALL GRAi
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CONTRACTOR SHALL SE!
—�— POSITION MARKINGS
SEE DETAIL SHEET 9
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LL TAXIWAY/RUNWAY EDGE LIGHT
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,ARIFY, RE —COMPACT AND PRIME EXISTING
ION WITH NEW BASE CONSTRUCTION.
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(APPROX. 1") — PAY ITEM P-150-2
JK BASE, ADDING ADDITIONAL BASE AS REQUIRED.
PAY ITEM P-211-2.
-ACE COURSE — PAY ITEM P-401.
)URI/E DATA.
AROUND ALL STRUCTURES TO REMAIN
UM SLOPE WITHIN THE SAFETY AREAS IS 59:
VD MULCH ALL DISTURBED AREAS NOT TO BE SODDED.
GRAPHIC SCALE
( IN FEET )
1 inch = 20 ft.
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5135.24
SHEET No.
7.6
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RE —STRIPE EXISTING F2 ?Cl 2 7)
HOLD BAR AND RUNWAY /
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THIS
PROJECT
TABLE OF INSIDE
FOR RECTANGULAR
DIMENSIONS
STRUCTURES
STRUCTURE
TYPE
INLET
MANHOLE
A
2'-1 1 4" X 2'-9 1
"
2'-1 1 4" X 2'-9 1 2"
B
V-0" X S—O"
S—O" X 3'-0"
C
3'-0"X4'—O"
3'-0"X4'—O"
D
S—O" X 5'-0"
3'-0" X 5'-0"
F
4'-0" X 4'-0"
4'-0" X 4'-0"
G
4'-0" X 5-0
4*-0" 4'-0" X 5'-0"
H
5'-0" X 6'-0"
5'-0" X 6'-0"
J
6'-0- X 6'—O"
6'-0" X 6'-0"
K
4' 0' X 6'-0"
4'-0- X 6'-0"
L
3'-0" X 6'-0"
3'-0" X 6'-0"
FOR MANHOLE USE US FOUNDRY
FRAME AND COVER, DRAWING NO. 465 X
(OR APPROVED EQUAL) COVER TO
BE MARKED "STORM SEWER"
1'-8 3/4"DIA. ADJUST TO GRADE WITH MIN. OF 6"
AND MAX. OF 12" BRICK MASONRY.
A—O0 o O: 0 (TYP.)
FOR CATCH BASIN USE US FOUNDRY
FRAME AND GRATE, DRAWING NO 4155-6210
(OR APPROVED EQUAL) "
2'-13 4" x 2"-10"
(-0—0) '0 O —#5 ® 12" C/C
8„ MIN.J �— (BOTH WAYS)(TYP.)
APPROVED CONST. JOINT PERMITTED
rl O'
4'-0" MIN. O #4 ® 12" C/C
SEE TABLE (BOTH WAYS)
0 2-1/2- CL. (YTP)
6" (4'-0- MAX INSIDE DIM
0 8" (OVER 4'-0" INSIDE DIM)
#4 ® 12" C/C
6" WEEP 12" APPROVED CONST. JOINT PERMITTED
HOLE o
3%
O O O O O
#4 @ 9" CTRS. 8" I
(BOTH WAYS)
DRAINAGE STRUCTURES
N.T.S.
TYPE C
E CONNECTOR
CLEARING AND GRUBBING LIMITS iN 4'
—VARIES - 118' (GROUP III I SAFETY AREA) VARIES —
SEED AND MULCH SEED AND MULCH a o
5p Jg O FAA P-603 BITUMINOUS TACK COAT FA/ P" BITUMINOUS SURFACE COURSE
F
SAWCUT AND REMOVE EXISTING
BITUMINOUS PRIME COAT 4" BITUMINOUS SURFACE COURSE FAA P-602 PAVEMENT A MIN. DEPTH OF 1 1/2" (P-750-1)
a' 20' 25' 2rJ' FAA P-401 SAWCUT
20' 14' EXISTING ASPHALT PAVEMENT
SEED AND MULCH SHOULDER SHOULDER SEED AND MULCH
SOD SOD
6" /
�T.p BIMINPRIME / 8 UMEROCK BASE P-211 / EXISTING LIMEROCK BASE - SEE NOTE J
1.5% 1.59 1 1/2" IN. 7YP COAT FAA
A P-602
FROM TOP OF PAVEMENT
TO TOP OF SOD
TRANSVERSE SECTION - NEW PAVEMENT TO EXISTING PAVEMENT
v •.a� - F
N07F.' CONTRACTOR SHALL SCARIFY, RECOMPACT AND PRIME EXIS77NG LIMEROCK BASE IN CONNEC770M WTH
rj� a NEW PAVEMENT CONSTRUCAON. PAYMENT TO BE INCLUDED IN PAY 17EM FOR MILLING
N.T.S.
4" P-401 BITUMINOUS PAVEMENT
P-602 BITUMINOUS PRIME COAT - PAYMENT
INCLUDED IN PRICE FOR LIMEROCK BASE
8" P-211 LIMEROCK BASE - 100% MAX. DENSITY
12" P-160 STABILIZED SUBGRADE
100% MAXIMUM DENSITY (MIN. LBR-40)
TYPICAL TAXIWAY SECTION
N.T.S.
NOTE:
IF THE 2nd LIFT bF ASPHALT IS PLACED 24 HOURS AFTER
THE 1st LIFT, A ACK COAT MUST BE APPLIED,
REBUILD SURFACE WITH 4"
OF ASPHALTIC CONCRETE
PAYMENT SHALL BE INCLUDED
UNDER PAY ITEM P-401-1
WORK TO BE INCLUDED
IN ALTERNATE #2
EXISTING LIMEROCK REMAIN\
BASE TO REMAIN \
REMOVE 1-1 /2" ASPHALT SURFACE \
PAYMENT SHALL BE INCLUDED UNDER P-150-2
SCARIFY AND REWORK BASE
AND ADD ADDITIONAL LIMEROCK (PRIMED) AS NEEDED.
PAYMENT FOR LIMEROCK SHALL BE INCLUDED
UNDER PAY ITEM P-211-2
WORK TO BE INCLUDED IN ALTERNATE #2
TYPICAL TAXIVVAY REHAB SECTION
ALTERNATE 2
N.T.S.
NOTE.
IF THE 2nd UFTI'OF ASPHALT IS PLACED 24 HOURS AFTER
THE 1st LIFT, A TACK COAT MUST BE APPLIED.
120' 3,
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200'
II— I
TAXIWAY CL TO RUNWAY
113' DIMENSION IS EDGE TO EDGE)
N.T.S.
NOTE',:
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ORIENTATION, AND LOCATIONS OF STRIPING.
20'
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PAVEMENT EDGE
NEW GUIDANCE SIGN INSTALLATION
A *.*$'
2' MINIMUM
GRADING AND FILL DETAIL FOR NEW GUIDANCE SIGNS
N.T.S.
CE NTERL9NE
BLACK PAINTED
BACKGROUND —
3'
12"
12"
SLOPE SHALL NOT EXCEED
20:1 WITHIN THE SAFETY AREA
AND 4.1 OUTSIDE THE SAFETY AREA
WITHOUT THE PERMISSION OF THE ENGINEER.
COMPACTED FILL
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�Ta ®
NOTE:
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ORIENTATION, AND LOCATIONS OF STRIPING.
MARKINGS PLACED ON EXISTING PAVEMENT
SHALL BE OUTLINED ENTIRELY WTH BLACK
PAINT EXTENDING 6" BEYOND PROPOSED MARKING.
GLASS BEADS SHALL BE INCLUDED IN ALL
PAVEMENT MARKINGS EXCEPT BLACK.
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GENERAL NOTES. i 24. EXPOSED Rules OF CONDUI
TS SHALL BE INSTALLED WITH RUNS PARALLEL OR
ELECTRICAL PERPENDICULAR TO WALL, STRUCTURAL MEMBERS OR INTERSECTIONS OF VERTICAL 6. TE P" RARY CABLE MAY BE INSTALLED IN DUCTS OR LAID ON THE SURFACE OF
P ETE ALL ITEMS 0 N THE FOLLOWING E
OM THE PAVEMENT N AR AS N T SUBJECT T ACTOR SHALL CI E 00 AIRCRAFT_ OR TRUCK TRAFFIC AND
SHEETS: ELECTRICAL CONTRACTOR PLANES AND CEILINGS, WITH S,
1. SHEETS. H RIGHT ANGLE TURNS CONSISTING OF SYMMETRICAL
BE ANCHORED AT FREQUENT' INTERVALS TO PREVENT MOVING. NO SEPARATE PAYMENT
OR PULL' BOXES' AS INDICATED ON THE DRAWINGS. BENDS AND OFFSETS
AVOIDED WHERE :POSSIBLE! WILL BE MADE FOR TEMPORARY WIRING TO MAINTAIN EXISTING SYSTEMS IN
A. PROVIDE AND INSTALL NEW TAXIWAY/RUNWAY EDGE LIGHTS FOR NEW TAXIWAY A OP RA ION OR TO BYPASS SEGMENTS OF EXISTING SYSTEMS. ALL COSTS o
EXTENSION FOR A COMPLETE WORKING SYSTEM IN PLACE AS SHOWN ON PLANS. 1NCIDE TAL THERE TO SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT.
N
E >
25. ALL CONDUITS PENETRATIN RATED FIRE WALLS OR RATED FIRE FLOORS` SHALL BE U.L.
APPROVED DEVICES TO MAINTAIN THE FIRE RATING OF THEFLOOROR WALL PENETRATED.';
7. PRIOR TO WORKING ON ANY CIRCUIT, THE CONTRACTOR SHALL PROVIDE TO THE
2. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR TO INSTALL THE ELECTRICAL
ELECTRICAL MAINTENANCE DEPT. ,A WRITTEN `LOCKOUT PROCEDURE FOR APPROVAL.
S NOT SHOWN BUT OBVIOUSLY NECESSARY ALL LOADS AT D OF PROJECT WITH ALL ELECTRICAL SYSTEMS ON. T
SYSTEMS AS INDICATED ON THE DRAWINGS: ITEM 26. "BALANCE D E THE ELECTRICAL MAINTENANCE DEPT. SHALL"REVIEW AND STATE FINAL LOCKOUT
FOR COMPLETION OF THE WORK SHALL BE INCLUDED. RULES CONTRACTOR SHALL NOT RELY UPON DEACTIVATION OF THE CIRCUITS BY
3. THE INSTALLATION SHALL BE IN ACCORDAN E WITH THE NATIONAL ELECTRICAL CODE, LOCAL 27. ALL BUSSES SHALL BE CO PER. THETOWER OR BY OTHERS:
CODES, CITY CODES, FEDERAL AVIATION AD INISTRATION STANDARDS, AND ALL ST. LUCIE COUNTY GENERAL INSTALLATiON NOTELu
BUILDING CODES. 8. TH RE SHALL BE NO SPLICES OF 'CONDUCTORS BETWEEN LIGHTS OR IN CONDUITS o
1 ALL THE EXISTING INFORMATION, UTILITIES, CABLES, DUCTS, MANHOLES, FIXTURES,
OR DUCTS. SPLICES SHALL BE PERMITTED IN MANHOLES, JUNCTION BOXES,
„ APPROVED LOCATIONS USING L-823 CONNECTORS.
4. THE CONTRACTOR. SHALL OBTAIN ALL NECESSARY PERMITS, INSPECTIONS, AND APPROVALS. LIG T BASES, AND OTHER APPROV Q
ETC. IS BASED ON THE S-BUILTS, , RECORD DRAWINGS, AND SITE VISITS BY z
5. THE CONTRACTOR SHALL COORDINATE HIS ORK WITH THE SITE ELECTRICAL ENGINEER, THE LOCATIONS SHOWN ON THE PLANS HAVE BEEN DETERMINED
AND FAA. BYEAS-BUILTRDRAWINGS AND ARE NOT INTENDED TO PROVIDE EXACT LOCATIONS, 9' THECIRCUIT NUMBERS OF EACH CONDUCTOR SHALL BE IDENTIFIED BY
ST. LUCIE COUNTY AVIATION DEPARTMENTPERMANENT BRASS TAGS (SEE DETAIL) IN EACH MANHOLE, JUNCTION BOX AND a�'o
TYPE OF COMPONENT NO MANNER OF CONSTRUCTION AND SHOULD NOT BE
LIGHT BASE. ALL PROPOSED CONDUCTORS SHALL BE TESTED FOR INSULATION uz
CONTRACTOR SHALL BEFORE SUBMITTING HIS BID VISIT THE SITE OF THE PROJECT AND SCALED FROM DRAWING. �HE LOCATION OF MANHOLES, PULL BOXES, JUNCTION
6. THE C RESISTANCE PRIOR To CONNECTING TO EXISTING CIRCUIT, USING A 1000V �
BECOME FAMILIAR WITH THE EXISTING CONDITIONS. NO ALLOWANCE WILL BE, MADE FOR BOXES, ETC. ALONG WITHITHE ROUTES AND IDENTIFICATION) FOR CIRCUITS F �� 811
( ) ( ME 0 MMETER. CIRCUITS OR NEW PORTIONS OF CIRCUITS SHALL BE AS ��r��m's
EXISTING CONDITIONS OR FAILURE OF THE ONTRACTOR TO OBSERVE THEM. SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AS -BUILT DRAWINGS wZ =228
PROVIDED BY ST. LUCIE COUNTY AVIATION DEPARTMENT AND SHOULD BE FIELD COMPLETE AS POSSIBLE FOR TESTING. ALL TESTING SHALL BE WITNESSED BY a 9 , ,w
THE AR. wwa _a
7. IT IS THE CONTRACTORS RESPONSIBILITY T COORDINATE BEFORE BIDDING WITH ALL LOCAL T ACTOR RESPONSIBILITY TO VERIFY AND SHALL SATISFY w -w
A AVIATION ADMINISTRATION AND TO VERIFIED. IT IS THE CON mwFw
UTILITIES INCLUDING THE POWER, TELEPHONE,FEDERALUNDERGROUNDFAC LITIES WITHIN THE wZF�
HIMSELF AS TO LOCATION OF ALL I WHEN CONTRACTOR 1S WORKING WITH EXISTING
ENTS. ALL LABOR EQUIPMENT OR MATERIALS 10. W G CONDUITS, HE "SHALL REMOVE ALL d J
MEET ALL OF THEIR INSTALLATION REQUIRE AREA OF CONSTRUCTION. ALL EXISTING UTILITIES CABLES EQUIPMENT DEVICES a40�6
AR ABANDONED CABLES WITHIN PROJECT LIMITS AND IDENTIFY ALL ACTIVE CIRCUITS a 0m
NECESSARY TO MEET THESE REQUIREMENT IS TO BE INCLUDED IN THE BID THE CONTRAC OR DAMAGED IN THE COURSE OF THIS CONTRACT SHALL BE IMMEDIATELY REPAIRED
ON RECORD DRAWINGS.
SHALL OBTAIN, DELIVER AND INSTALL ALL ONDUITS, PULLBOXES AND EQUIPMENT REQUIRED
xw�
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' AT THE 'EXPENSE OF THE 'CONTRACTOR. WHERE ANY ITEM 1S FOUND TO B
BY THE UTILITIES TO THEIR SPECIFICATIONS LOCATED DIFFERENTLY TH N IS SHOWN ON THE DRAWINGS THE ACTUAL LOCATION 10
11. COT ACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ALL CABLE ROUTING AND _j v
8. ELECTRICAL REPRESENTATIVE IS AS FOL
LOWS: S: SHALL BE IMMEDIATELY MEASURED AND RECORDED ON THE RECORD DRAWING. CIRCUIT DESIGNATIONS ON THE "A$ -BUILT" DRAWINGS. W z
L
- - - 4; -8113 (BEEPER) CABLES PASS THROUGH THE WORK AREA. THESE a z
ELECTRICAL MAINTENANCE PAUL DYE 561 3 0 (B ) 2. VARIOUS DIRECT BURIED. AA 12, CO N 'ERPOISE WIRE IN NEW DUCT BANKS SHALL BE EXTENDED INTO THE 4= z
ST. LUCIE AIRPORT MANAGER - PAUL HILLIPS 561-462-1732 CABLES SERVE FAA FACILITIES (NAVAIDS) WHICH ARE CRITICAL FOR SAFE AIRPORT y o
MA H LES AND PULLBOXES AT EACH TERMINAL END AND CONNECTED TO 3/4 X 1-
OPERATION. IT I 0
S OF THE UTMOST IMPORTANCE THAT DAMAGE TO THESE 10 GROUND ROD.
Q ' SHOWN 9. GROUNDING SHALL BE INSTALLED IN ACCORDANCE WITH SPEC SECTION L 108. THE GROUND NG BE PREVENTED. CABLE OCATIONS0 WN ON THE PLANS ARE BASED ON THE
EXCEED 10 OHMS. THE'EARTH SHALL BE DRY FOR 48 'HOURS PRIOR T BEST INFORMATION AVAILABLE, BUT MAY NOT BE PRECISE. THE CONTRACTOR 1S d
SYSTEM SHALL NOT TESTING. ADDITIONAL GROUNDING TO MEET THIS REQUIREMENT SHALL BE INSTALLED AT NO SPECIFICALLY WARNED AG%INST SCALING FAA CABLE LOCATIONS FROM THE 13. COT ACTOR SHALL PROVIDE ALL CONNECTOR KITS, HEAT SHRINK KITS, BRASS 3
APPROXIMATE DATA SHOWN ON PLANS. THE CONTRACTOR SHALL KEEP THE TAGS, AND ALL INCIDENTIALS THATI WILL ALLOW FOR QUALITY ASSURANCE OF
EXTRA COST, GROUNDING AND BONDING SHALL NOT BE PAINTED. SU C SSFULY DISCONNECTING AND RECONNECTING CIRCUITS.
OAR(OWNER APPROVED REPRESENTATIVE). INFORMED OF HIS EXCAVATION .PLANS. AT
10. PROVIDE AN EQUIPMENT'' GROUND CONDUCTOR SIZED PER NEC AND FAA SPEC. L-108 SECTION SHALL BE LEAST FIVE WORKING DAYS IN ADVANCE. THE OAR WILL NOTIFY THE FAA AND
BE PULLED IN ALL ELECTRICAL CONDUITS, POWER AND CONTROL, WHETHER OR NOT INDICATED ON PLANS. REQUEST THAT THE CABLES BE STAKED IN THE FIELD. EVEN AFTER THE CABLES
ARE STAKED, THE CONTRACTOR SHALL USE ELECTRONIC DETECTION DEVICES AND
11. ALL EQUIPMENT SHALL BE NEW AND UNUSED U:L. LISTED AND FAA APPROVED. CAREFULLY HAND EXCAVATION TO LOCATE CABLES. AFTER CABLES ARE LOCATED, LEGEND
CONTRACTOR SHALL SPECIFY EXACT LOCATIONS (> STATIONING, OFFSET, ELEVATION, �ms
12. SHOP DRAWINGS _SHALL BE SUBMITTED FOR THE, FOLLOWING EQUIPMENT: AND TYPE OF CABLE) AND SHALL BE ACCURATELY MEASURED AND RECORDED ON ---- NEW SCHEDULE 40 PVC CONDUIT DIRECT BURIED WITH
LIGHTING ASS
EMBLIES, SPLICE KITS PULL BOXES, CONDUITS, CABLE, THE RECORD DRAWING. C PIES OF THIS MEASUREMENT AND RECORDING OF THE L-824 5KV CABLES, INSTALLED 24" BELOW FINISHED GRADE
GROUND RODS, BASE CANS, GUIDANCE SIGNS. DATA SHALL BE-',CONSIDE ED AN IMPORTANT PART OF THE CONTRACT FOR A COMPLETE WORKING SYSTEM IN PLACE.
REQUIREMENTS. WHEN ENCASING EXISTING FAA CABLES IN DUCT OR OTHERWISE
EXCAVATING IN THEIR VAC NiTY CONTRACTOR SHALL USE EXTREME CAUTION TO
CONTRACTOR IS RESPONSIBLE TO TES ALL SYSTEMS AND REPAIR OR REPLACE ALL NEW SCHEDULE 40 PVC CONDUIT CONCRETE ENCASED WITH
13. THE AVOID DAMAGING CABLES. ANY DAMAGE, EVEN IF APPEARING TO BE SUPERFICIAL, p�
DEFECTIVE WORK TO THE SATISFICATION OF THE ENGINEER AND OWNER. SHALL BE = REPORTED 70 HE OAR. IN MANY CASES CABLE NICKS MAY BE L-824 5KV CABLES, INSTALLED 24" BELOW NEW PAVEMENT O
REPAIRED USING A CAST RESIN SPLICE KIT, BUT IF NOT REPAIRED FOR A COMPLETE WORKING SYSTEM IN PLACE. a
14. ALL EQUIPMENT FURNISHED AND INSTALLED BY THE CONTRACTOR SHALL BE GUARANTEED OC Q
INEXPENSIVELY R
WILL LEAD TO FAILURE OF THE CABLE. Q Q
AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DA E 0 NEW L-861TQ, 30 WATT TAXIWAY EDGE LIGHT MOUNTED ON
A L-867 BASE CAN WITH:. A CORTEN OR APPROVED EQUAL J Z L�
OF ACCEPTANCE.
3 CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING UTILITY COMPANIES AND
FAA TO IDENTIFY AND LOCATE ANY UNDERGROUND UTILITIES AND/OR CABLE BASE PLATE AND PROPERLY SIZED TRANSFORMER INSTALLED
Q O Cy
WER RE UIREMENTS AND VERIFY WITHIN THE PROJECT-LIMI S. THE CONTRACTOR SHALL ASSIST UTILITY COMPANY IN SHOULDER. MAKE ALL 'NECESSARY CONNECTIONS FOR A z
15. COORDINATE ALL ELECTRICAL EQUIPMENT LOCATIONS AND PO Q -�
ALL OBSTRUCTIONS WITH ALL SUBCONTRACTORS AND EQUIPMENT SUPPLIERS' PRIOR TO ANY IN EFFORTS TO ;FIELD VERIFY UNDERGROUND UTILITIES. THE CONTRACTOR SHALL COMPLETE WORKING SYSTEM IN PLACE. z LL
uj
INSTALLATION. REVIEW ALL AIRFIELD UTILITIES WITH AIRFIELD MAINTENANCE BEFORE BEGINNING Q
WORK. o EXISTING STAKE MOUNTED FIXTURE TO REMAIN IN PLACE. z X Z
16. THE DRAWINGS ARE NOT INTENDED TO SHO THE EXACT LOCATION OF CONDUIT RUNS. THESELu W Z
B NEW 16 DIAMETER, L-867 BOTTOMLESS JUNCTION CAN WITH
ARE TO BE COORDINATED WITH OTHER TRA ES SO THAT CONFLICTS ARE AVOIDED PRIOR TO 4• TEMPORARY WIRING SHAL ALSO B£ REQUIRED TO MAINTAIN THE TAXIWAY EDGE 0 � � � J D
INSTALLATIONS. LIGHTING SYSTEM AND RUNWAY EDGE LIGHT SYSTEM INCLUDING LIGHTED SIGNS COVER COMPLETE IN PLACE INSTALLED IN EARTH. z V
AND HOLD BARS, IN OPERATING CONDITION AT THE END OF EACH WORK PERIOD.'
Lu 17: AIRFIELD CONDUCTORS SHALL BE FAA APPROVED 5KV L-824 CABLE. AIRFIELD VAULT AND GROUND CONTRACTOR SHALL PROIDE TEMPORARY CABLES FOR TEMPORARY LIGHTS: 3/4" x 10' MINIMUM COPPER CLAD GROUND RODS H Q
HHW BELOW FINISHED' GRADE AND WET LOCATIONS: TAXIWAY EDGE LIGHTS SHALL REMAIN' IN OPERATING CONDITION FOR ALL TAXIWAYS, Z W
CONDUCTORS SHALL BE 60OV, X EXOTHERMICALLY WELDED TO `COUNTERPOISE EVERY 500
WHICH ARE OR COULD BE OPENED TO TRAFFIC AT THE END OF THE WORK X V
PERIOD. OTHER 'LIGHTING SYSTEMS WITHIN THE WORK AREA, AND SHALL BE TAKEN D
18. SCHEDULE 40 PVC SHALL BE USED UNDER ROUND. ALL ABOVE GRADE EXTERIOR CONDUITS SHALL BE NEW L-858Y R L AIRFIELD' SIGN WITH FLUORESCENT LAMPS SIZE 2 V a J
OUT OF SERVICE WHEN REQUIRED BY CONSTRUCTION AND SHALL BE RESTORED F..
SCHEDULE 80 PVC. ALL VAULT INTERIOR CONDUITS SHALL BE EMT. MINIMUM; CONDUIT SIZE SHALL BE 3/4 . AT THE EARLIEST POSSIBLE DATE. BUT IT IS NOT PERMISSIBLE TO ALLOW CONTRACTOR SHALL PROVIDE NEW CONCRETE BASE FOR W
PORTIONS OF EXISTING S 'STEMS EXTENDING BEYOND THE WORK AREA TO BE ALL NEW AIRFIELD SIGNS. SEE SIGN SCHEDULE FOR PANEL U �-
19. FLEXIBLE CONDUITS SHALL BE USED TO TE MINATE ALL REGULATORS AND OTHER VIBRATING AFFECTED. TEMPORARY WIRING SHALL BE PROVIDED TO MAINTAIN CONTINUITY OF ASSIGNMENTS, N
EQUIPMENT AND SHALL BE BETWEEN 18" AND 3' JN LENGTH. TAXIWAY EDGE LIGHTS AN RUNWAY EDGE LIGHTS, ETC. EXTENDING BEYOND THE J
INSTALLED N EACH PANELBOARD AND TERMINAL WORK AREA. . EXISTING GUIDANCE SIGN To REMAIN N PLACE. 1-
BE
20. TYPEWRITTEN PANEL SCHEDULES SHALL 1 to
BLOCK SCHEDULES IN EACH CONTROL CABINET. 5, STENCIL ALL ELECTRICAL QUIPMENT TO IDENTIFY FUNCTION, CIRCUIT
VOLTAGE AND PHASE. W' ERE THE rEQUIPMENT CONTAINS FUSES, ALSO
P
21. ALL REFERENCES TO A MANUFACTURER ARE T GIVEN ON A FAA APPROVED EQUAL BASIS. STENCIL THE FUSE OR FUSE LINK AMPERE RATING." WHERE HE EQUIPMENT 2-X - -2 INDICATING NUMBER OF CONDUCTORS,
DOES NOT HAVE, SUFFICIENT STENCILING AREA, THE STENCILING SHALL BE 2-X CTORS,
N X TO THE UNIT THE LETTER SHALL BE ONE INCH HIGH A 1C X INDICATING CIRCUIT` IDENTIFICATION
22•- ALL SPARE CONDUITS SHALL BE CAPPED WITH A PVC CAP. DONE ON THE WALL NE
XI
PAINTED IN' WHITE OR BLACK PAINT TO PROVIDE' THE HIGHEST CONTRAST 1W2 1C -1 INDICATES NUMBER OF COUNTERPOISE
1W2" - 1 INDICATING NUMBER OF CONDUITS, 2 INDICATING CONDUIT SIZE
23. ALL CIRCUITS, SHALL BE IDENTIFIED IN PULL,BOXES, LIGHTING FIXTURES, MANHOLES, BASE CANS, WITH THE BACKGROUND. N
DUCT` BANKS, IDENTIFICATIONS SHALL MATH PANEL' SCHEDULE.
REMOVE EXISTING STAKE MOUNTED FIXTURE COMPLETE IN o a f�m a
PLACE. BACKFILL AND REPAIR AND SOD DISTURBED AREAS
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STAKE, AND WIRINGCOMPLETE. / 1C
CONTRACTOR SHALL NATEMPOR RYCABLES TO 1W2
MAINTAIN THE EXISTING EDGE LIGHTING DURING CONSTRUCTION. •
MAKE ALL NECESSARY CONNECTIONSFOR A COMPLETE WORKINGq
/ 1
SYSTEM IN PLACE. 1DCp \O \12ac
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DEMOLITION NOTES uw
o O CONTRACTOR SHALU LOCATE AND INTERCEPT EXISTING DIRECT BURIED CONDUCTOR.
o ' CONTRACTOR SHALLI INSTALL DIRECT BURIED CABLE INTO NEW BASE CAN AND
/ CONNECT TO NEW IR UIT CONDUCTORS. MAKE ALLNECESSARY CONNECTIONS FOR E'
1—D
COMPLETE WORK NG SYSTEM IN PLACE.
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1W2' • 1 O CONTRACTOR SHALL HAND EXCAVATE AND LOCATE EXISTING DUCTBANK.
CONTRACTOR SHALL INTERCEPT AND EXTEND EXISTING DUCTBANK 5' PAST
1-D PROPOSED DG E E 0 AVEMENT. MAKE ALL NECESSARY CONNECTIONS FOR A
1c COMPLETE WORKING SYSTEM IN PLACE.
o L� / 1 W2'
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�( 3 CONTRACTOR SHALL INTERCEPT EXISTING SIGN CONDUIT SYSTEM
AND EXTEND TO
/ NEW EDGE LIGHT. CONTRACTOR SHALL PROVIDE AND INSTALL _ T LL NEW CIRCUIT � o
CONDUCTORS TO 'T E EXISTING SIGN, MAKE ALL NECESSARY CONNECTIONS FOR A o a CL
COMPLETE WORKING SYSTEM IN PLACE. E
GRAPHIC SCALE Y z
/ / o O4 ONTRACTOR SHALL{ L CATE AND EXTEND EXISTING DUCTBANK SYSTEM INTO NEW Q o � � ;
2D 4D _ BD iBD % / 1 L,--867 BOTTOMLESS JIJNCTION BOX. MAKE ALL NECESSARY CONNECTIONS FOR A PROJECT No.
COMPLETE WORKINC SYSTEM IN PLACE. 5155 24
IN FEET /
1 inch = 40 ft. /
/ / SHEET No.
I' r
m
FULL STRENGTH PAVEMENT'
FINISH GRADE PAVEMENT BITUMINOUS SURFACE
OF SHOULDER
COURSE 'FAA—P-401
OR EARTH
MEDIUM INTENSITY EDGE LIGHTS
\ \\j/\�/ a ��/ • TAXIWAY LIGHTS —BLUE GLOBE —FAA SPEC
z BITUMINOUS PRIME / // - L-861TQ. ALL 30WATT LAMPS.
COAT FAA—P-602 a. a, 4 z
o _
CONCRETE BREAKABLE COUPLING
N ENCASEMENT ;\4 N X AND DISCONNECT PLUG
1— 6 WG BARE COUNTERPOSE. a
XHHW Q o
3/4"DIA x10'O GROUND LOCATE COUNTERPOISE ALONG SIDE 4. ` ,� LOCATE COUNTERPOISE COUNTERPOISE. 15 PROVIDE A 1" BLACK STICK ON IDENTIFICATION
ROD (COPPER CLADS = LOCATE
TRENCH NEAREST TO PAVEMENT NTERPOISE ALONG SIDE BASE COVER W/STAINLESS NUMBER. NUMBER SHALL BE LOCATED ON FIXTURE
c, 4 c� OF TRENCH NEAREST TO PAVEMENT STEEL- BOLTS AND WASHERS TO BE VIEWED FROM ':R/W OR T/W CL. z
500 APART MAX. EDGE: 4 4 ::),EDGE. APPLY' NEVER SEIZE
2" SC 40 PVC CONDUIT WITH 1 FINISH GRADE' a��o
• • 5KV L 824 CABLE o • • 3/4"DIA x1 O'0 GROUND uz�.w
q ROD (COPPER CLAD) "E�
» c 500' APART MAX. 1/C#6 B.CU L-867 BASE TYPE I,
L�6� 6 COUNTERPOISE
aim
L-830 TRANSFORMER PROVIDE ER
MIN 3 SLACK mw�F��=.
DIRECT BURIED
NEW PAVEMENT IN EACH PRIMARY CABLE WzN���;
NEOPRENE GROMMET
dzo�
h ®_® 1 C 8-5KV, L-823 CONNECTOR xwN
-� NOTE HEAT SHRINK TUBING SHALL BE
,
L- 824C CABLE
NOT TO SCALE ONE—PIECE TO COVER ENTIRE Av'
TYPICAL V CONNECTOR (TWO PIECE KITS LL =
ILJSHALL NOT
SQUEEZE CONNECT BE '_USED)VI u OR a as
ON DIRECT BURIED = z
CABLE ;. o
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2" NIPPLE 12" LONG
J
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3/4 SCH„ SCH 40 PVC EXTEND 3
INSTALL CABLE MARKERS AT ALL 40 PVC 8 LONG'
1 1 /4" INTO BASE
TURNS AND JUNCTIONS, AT NOT POLYTHYLENE TO »
LESS THAN 100' INTERVALS ON Jb
PREVENT ENTRANCE CONCRETE ENVELOPE
STRAIGHT TRENCH RUN, AND 5
OF CONCRETE 14
EI N, MDURABLE 1 /4 YARD
FROM DUCT RUNS. C
GRAVEL OR STONE
ARROWS TO BE CABLE o
ELEVATEDNEW TAXIWAY BASE MOUNTED G
ORIENTED IN
NOT
1
DIRECTIONS_ OF N L-823 CONNECTOR
CABLE RUN WITH HEAT SHRINK TUBE
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IMPRESS 1 /2" WIDE EXISTI G DIRECT EXISTING DIRECT
STROKES 1 /4"DEEP IN 2'— BURIEC CIRCUIT BURIED CIRCUIT
CONCRETE SLAB
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EXIS
TING C OUNT P
H W
ER OISE
--PUCT AND SPLICE MARKERS
H
NOT TO SCALE Ir w
TYPICAL
SEAL' CONDUIT WITH 3—M ALL W
2—#8, 2"C WEATHER SEALANT TYPE
TO LIGHT �I �� BONG ON CAN. MLESS 867 (�
-TO A/F PAVEMENT L,J
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2>, DIA BRASS
U Q �
CABLE TAG WITH � SPLICE
;� . , H ��
DIRECT
IG
UND LUG a. # WG. B.S.D. Lu
NOT T R. . COUNTERPOISE. U
1 /4 FIGURES GRO,
`A/ O SCALE EXTEND AS REQUIRED. D "
T VV CIRCUIT 1. CONTRACTOR SHALL HAND EXCAVATE AND LOCATE EXISTING DIRECT CRUSHED STONE J
IDENTIFICATION
BURIED CIRCUIT CONDUCTORS. �
2 CONTRACTOR SHALL CUT EXISTING CIRCUIT CONDUCTORS AND EXTEND
5000V
EXISTING CIRCUIT TO NEW LIGHT LOCATION. UTILIZE L-824 CONNECTORS EXISTING DUCTBANK
AND HEAT UNDERGROUND SPLICE PER FAA
SPECIFICATIONS. LNK FOR THE% __ TO LIGHT
,
CABLE TAG DETAIL 3. CONTRACTOR SHALL LEAVE 3' OF SLACK IN EACH CONDUCTOR AT
SPLICE LOCATION.
NOT TO SCALE
4. CONTRACTOR SHALL PERMANENTLY IDENTIFY SPLICE LOCATION WITH a a
CONCRETE MARKER. I,
L- 67 BOTTOMLESS CAN
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THIS WO o o o
RIB IS INCIDENTAL �f0 THE .INTERCEPT EXISTING- L 867 BOTTOMLESS CAN PAY ITEM.
PROJECT No.
5135.24
SHEET No.
E-3
I
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2'-0"
FINISH 1/2"
GRADE
ALL SIGNS TO BE
35'-0" FROM FULL
STRENGTH PAVEMENT
SEE PLAN FOR ORIENTATION
TO AIRFIELD PAVEMENT
1
`-TETHER TYPICAL P-610 p
3/4" DIA. COPPER CLAD STEEL GRID.
NOTES: ROD. SEE NOTE 10 AND ITEM L-108.
1. DOUBLE MODULE SHOWN IS °-
TYPICAL FOR TRIPLE MODULE.
P OPERLY .SIZED L-830 TRANSFORMER(S)
P-610 CLASS II (3400 PSI) 6" ENVELOPE
ALL AROUND BASE CAN.
VAF
MANL
LONGITUDINAL
CENTERLINE -
OF SIGN
L-858 TAXIWAY GUIDANCE SIGN DETAIL
NOT TO SCALE
14" THICK CONCRETE SLAB P610, CLASS II
(3400) PSI, MIN.) OVER WELL COMPACTED
FILL. LIGHT BROOM FINISH.
2" RIGID GALVANIZED STEEL CONDUIT
z IA" niA rinnoro ni nn crcri non
L-858, SIZE 2, STYLE 2,FLUORESCENT ST�LE
GUIDANCE SIGN I
R66. SEE NOTE -.0 AND ITEM
L--108.
IFACTURER
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VARIES PER MANUFACTURER
12
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Z—#5 @ 8" C.0
MAX. U.N.O.
L-858 TAXIWAY GUIDANCE SIGN PLAN VIEW
NOT TO SCALE
L-867B 3/8" THICK GALVANIZED STEEL
BLANK COVER
UPPER SURFACE OF THE BASE CAN SHALL BE
LEVEL WITHIN 2 DEGREES & SI AL� BE FLUSH
WITH THE CONCRETE PAD.
4 EA. 2"x2"x3/8" L HOOKS LOCATED
4" FROM TOP OF CAN AT 90' INCREMENTS.
SIGN ID MARKER IMPRINT WITH
SIGN ID NUMBER
— EACH CABLE SHALL HAVE 4' OF1 SLIACK
COILED IN THE BASE CAN
#6 AWG B.H.U. CU. COUNTERPOISE
� -EXTERNAL GROUND LUG
`L-823 CONNECTOR WITH HEAT SHRINK TUBE W/INTEGRAL
SEALANT APPLIED OVER EACH PRIMARY CONNECTOR SPLICE
�--3" ENVELOPE OF P-610 ALL AROUND CONDUIT, TYPICAL
—SLIP= FITTER/RUBBER GROMMET TY�ICAL.
—BRICK
6" SCHED. 40 PVC SLEEVE
FOR GROUND ROD.
CAP OR PLUG
2 SCHED. 40 PVC
L-867B 24"
DEEP BASE CAN
GROUND LUG
#6 AWG B.S.D.
CU. COUNTERPOISE
(USE TYPE "TW-
IN CONCRETE)
SIGN ID MARKER
END BELL TYPICAL
SLIP-FITTER/RUBBER
GROMMET TYPICAL
#5 AT 8" C.C.
2" SCHED. 40 PVC IN A
3' P-610 ENVELOPE TYP.
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PROJECT No.
5135.24
SHEET No.
E-4
ME