HomeMy WebLinkAbout2017 - ICE Construction PlansCall 48 hours
before you dig
It's the Law!
Phone: 811
Sunshine Slate One Can u
JAMES N. GOODWIN, FL P.E. NO. 40995
— y \
MUNICIPAL AIRPORT
SEBASTIAN, FLORIDA
CONSTRUCTION PLANS FOR:
TAXIWAYS "D" AND "E"
FAA AIP PROJECT NO.: 3-12-0145-013-2017
FDOT FM NO.: 434633-1-94-01
MAY 2017
BID DOCUMENTS
PREPARED BY'.
-Jr INFRASTRUCTURE
`CONSULTING & ENGINEERING
5550 W. IDLEWILD AVENUE, SUITE 102
TAMPA, FL 33634
(813) 330-2704
CERTIFICATE OF AUTHORIZATION NO.: 30862
DESCRIPTION
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COVER SHEET
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PROJECT LAYOUT PLAN
PHASING PLAN
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GENERAL AND PHASING NOTES
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TYPICAL SECTIONS AND DETAILS
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KEY SHEET
C3.1 -C3.5
STAKING AND DEMOLITION PLANS
AIRPORT
GRADING AND DRAINAGE PLANS
C5.1 -05A
PROFILES
C6.0
STORMWATER POLLUTION PREVENTION PLAN
C6.1-C6.3DRAINAGE
DETAILS
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MARKING AND SIGNAGE PLANS AND DETAILS
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C8.2
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Call 48 hours
before you dig
It's the Law!
Phone: 811
Sunshine Slate One Can u
JAMES N. GOODWIN, FL P.E. NO. 40995
— y \
MUNICIPAL AIRPORT
SEBASTIAN, FLORIDA
CONSTRUCTION PLANS FOR:
TAXIWAYS "D" AND "E"
FAA AIP PROJECT NO.: 3-12-0145-013-2017
FDOT FM NO.: 434633-1-94-01
MAY 2017
BID DOCUMENTS
PREPARED BY'.
-Jr INFRASTRUCTURE
`CONSULTING & ENGINEERING
5550 W. IDLEWILD AVENUE, SUITE 102
TAMPA, FL 33634
(813) 330-2704
CERTIFICATE OF AUTHORIZATION NO.: 30862
rymyy�lau�ya
SHEET. No.
DESCRIPTION
GO.0
COVER SHEET
II
PROJECT LAYOUT PLAN
PHASING PLAN
G2.1
GENERAL AND PHASING NOTES
C1.1 -C1.2
TYPICAL SECTIONS AND DETAILS
C2.0
KEY SHEET
C3.1 -C3.5
STAKING AND DEMOLITION PLANS
C4.1 -C4.5
GRADING AND DRAINAGE PLANS
C5.1 -05A
PROFILES
C6.0
STORMWATER POLLUTION PREVENTION PLAN
C6.1-C6.3DRAINAGE
DETAILS
•
MARKING AND SIGNAGE PLANS AND DETAILS
i�
1 ' I'I�—III
C8.2
RUNWAY EDGE LIGHT DETAILS
rymyy�lau�ya
SHEET. No.
DESCRIPTION
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COVER SHEET
GIA
G7.2
PROJECT LAYOUT PLAN
PHASING PLAN
G2.1
GENERAL AND PHASING NOTES
C1.1 -C1.2
TYPICAL SECTIONS AND DETAILS
C2.0
KEY SHEET
C3.1 -C3.5
STAKING AND DEMOLITION PLANS
C4.1 -C4.5
GRADING AND DRAINAGE PLANS
C5.1 -05A
PROFILES
C6.0
STORMWATER POLLUTION PREVENTION PLAN
C6.1-C6.3DRAINAGE
DETAILS
C7.1 -C7.9
MARKING AND SIGNAGE PLANS AND DETAILS
C8.1
JUNCTION BOX AND DUCT BANK DETAILS
C8.2
RUNWAY EDGE LIGHT DETAILS
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EXISTING
GATE
I
CLOSED RUNWAY MARKER
N T.S.
RUNWAY CLOSURE NOTES.
1. TEMPORARY CLOSED RUNWAY MARKERS
ARE TO BE YELLOW AND MADE OF FABRIC,
COLORED PLASTIC, PAINTED SHEETS OF
PLYWOOD OR SIMILAR MATERIAL APPROVED
BY THE ENGINEER. THEY ARE TO BE
SECURED TO PREVENT MOVEMENT BY DROP
WASH OR WIND USING SAND BAGS OR OTHER
MEANS APPROVED BY THE ENGINEER.
IV �/
111 CLOSED RUNWAY
\ MARKER DURING
PHASES 4 & 5 /
1-
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SSA
1. MINIMUM LENGTH OF BARRICADES WILL BE 6'. MAXIMUM 6' SEPARATION
BETWEEN BARRICADES.
2. ORANGE TRAFFIC CONES OR OTHER BARRICADES APPROVED BY THE ENGINEER
WHICH MEET WE REQUIREMENTS OF FAA AC 150/5370-2F, PARAGRAPH 3-9
(b) MAY BE USED IN LIEU OF THE TYPE II BARRICADES SHOWN. AC
150/5370-2F IS CONTAINED IN APPENDIX 01030 OF THE CONTRACT
DOCUMENTS. BARRICADES MUST BE APPROVED BY THE ENGINEER.
NEW TAXIWAY D
EXISTING
GATE
ADMIN.
BUILDING
EXISTING
GATE
If
20:1 APPROACH SLOPE
0 100 200 400
CLOSED RUNWAY
PHASE RKER DURING
g1 20:1 APPROACH SLOPE
EXISTING
GATE
\a
/ SEBASTIAN -'
MUNICIPAL
GOLF COURSE
1SERAST
MUNICIPAL AIRPORT
IE
I FDRASCONST RUCTU�RE
NEING
5550 WEST ULEIMLOAVE SURE 102
TAMPA,FLORIDA3M4 101313f 701
CERTIFIGTE OF AGWORQVrTION NO.: 30003
TAXIWAYS "D" AND "E"
HJJNG
TecHnicion: ICE Pro} NO.:
MA 1540.01
Engineer of Record:
REVISIONS
No. Deaedplion D,
�N \
/A
jy PROJECT LAYOUT PLAN
FAA A.I.P. Project No.:
!j 3-12-0145-013-2017
MAYMAY 20171G 1.11.1
LEGEND
CONTRACTOR'S STAGING AREA
CONTRACTOR'S HAUL ROUTE
TYPE II LOW PROFILE
..H
BARRICADES
111 CLOSED RUNWAY
\ MARKER DURING
PHASES 4 & 5 /
1-
�4P
R R
J / - - _---_----TAXWAY"B"----_—_______ _
ROFA — CLOSED RUNWAY MARKER RDFa ROFA
\ DURING PHASE 2
\ ,.... ROPZ
R PSA RSA
_ _ _ _ _—RUNWAY_M-28_ _—_—_
--------------
RSA RSA RSA RSA
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11 EXISTING
1 STORMWATER
\` BASIN
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CLOSED RUNWAY MARKER
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STAGING AREA(TYP.)
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EXISTING
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/ POND
�V
9
SSA
1. MINIMUM LENGTH OF BARRICADES WILL BE 6'. MAXIMUM 6' SEPARATION
BETWEEN BARRICADES.
2. ORANGE TRAFFIC CONES OR OTHER BARRICADES APPROVED BY THE ENGINEER
WHICH MEET WE REQUIREMENTS OF FAA AC 150/5370-2F, PARAGRAPH 3-9
(b) MAY BE USED IN LIEU OF THE TYPE II BARRICADES SHOWN. AC
150/5370-2F IS CONTAINED IN APPENDIX 01030 OF THE CONTRACT
DOCUMENTS. BARRICADES MUST BE APPROVED BY THE ENGINEER.
NEW TAXIWAY D
EXISTING
GATE
ADMIN.
BUILDING
EXISTING
GATE
If
20:1 APPROACH SLOPE
0 100 200 400
CLOSED RUNWAY
PHASE RKER DURING
g1 20:1 APPROACH SLOPE
EXISTING
GATE
\a
/ SEBASTIAN -'
MUNICIPAL
GOLF COURSE
1SERAST
MUNICIPAL AIRPORT
IE
I FDRASCONST RUCTU�RE
NEING
5550 WEST ULEIMLOAVE SURE 102
TAMPA,FLORIDA3M4 101313f 701
CERTIFIGTE OF AGWORQVrTION NO.: 30003
TAXIWAYS "D" AND "E"
HJJNG
TecHnicion: ICE Pro} NO.:
MA 1540.01
Engineer of Record:
REVISIONS
No. Deaedplion D,
�N \
/A
jy PROJECT LAYOUT PLAN
FAA A.I.P. Project No.:
!j 3-12-0145-013-2017
MAYMAY 20171G 1.11.1
I I A
I
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1
V /
PHASES 4 8 5 BARRICADES T
—_—__- - CTAXIWAYB —
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RDFA SOFA PHASES 2, 384 BARRICADE
PHASES 6 8 7 BARRICADES
ROFZ ROFZ
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INEERING
CO FRASTRUNG &GCTURE
TAMPAEMMOPWRIDA330M 013)330.2701
/ CERTIFICATE OF AUIHORIIATION NO;3011¢3
EXISTING DITCH
BOTTOM noRa Nmr.:
TAXIWAYS D AND E
Designer: Checked by
HU JING
o-,
Tecbnicion: ICE Proj. No.:
MA 15-00.01
of
Engineer 01 Record
dtti-'- P o1
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• ____ PHASES 2,384 � -- _ --- -----
-
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PHASE 2 BARRICADES PHASES 38 4 n [
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DETAILS AN
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C 2 SEE SHEETS G3.1 8ITY, FOR
FOR` 1
I PHASING
OTE SECURITY, SAFETY AND
' e PHASING NOTES.
A PHASE 78
RDFA ROTA f FA RIXA EXISTING
AOA FENCE &
PHASESBARRICABES
EXISTING •~ I REVISIONS
`•
GATE Na. Oesuip(wn Dole By
\ `\
PHASES 182 BARRICADESR \
o -°•P p /,_ �\ \ PHASE 6 BARRICADES IN
DMI
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\o\
\\\ TERMINAL
\ \ �.. � APRON
\ AIRCRAFT ACCESS
ROUTE TO TERMINAL
CONSTRUCT FIBER OPTIC AND APRON DURING
ELECTRIC CONDUITS IN THIS PHASE5182
AREA PRIOR TO BEGINNING SEBASTIAN burned x.m.:
WORK IN PHASE 1B -SEE
NOTES ON SHEET C4.2\- MUNICIPAL PHASING PLAN
GOLF
COURSE FAA A.I.P. Project No.:
3-12-0145-013-2017
FDOT Project No.:
EXISTING \ Dme. sneer Nember:
S70ISTINGR MARCH2O17 G1.2
POND
LEGEND
DPHASE
1 CONSTRUCTION
®
PHASE 2 CONSTRUCTION
PHASE 3 CONSTRUCTION
PHASE 4 CONSTRUCTION
PHASE 5 CONSTRUCTION
DPHASE
6 CONSTRUCTION
PHASE 7 CONSTRUCTION
CONTRACTOR'S STAGING
AND STOCKPILE AREA
CONTRACTOR'S HAUL AND
ACCESS ROUTE
,�����������,
TYPE II LOW PROFILE
BARRICADES
I I A
I
I / \
1
V /
PHASES 4 8 5 BARRICADES T
—_—__- - CTAXIWAYB —
-----------------
RDFA SOFA PHASES 2, 384 BARRICADE
PHASES 6 8 7 BARRICADES
ROFZ ROFZ
- RSA � � R54
- _---_—_—_ - CF
PHASE 2 BARRICADES
111' — RS RSA
a
- - ROFZ
PHASES 4 8 5
BARRICADES '
RDFA PHASE 6
PVFy BARRICADES P�. j•
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3 �
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PHASES 4&5
BARRICADES
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G' MARKEROURING h/ MUNICIPAL AIRPORT
_ QOR PHASES 4� J. N
0 50 1 D 200
-----
- • IE
INEERING
CO FRASTRUNG &GCTURE
TAMPAEMMOPWRIDA330M 013)330.2701
/ CERTIFICATE OF AUIHORIIATION NO;3011¢3
EXISTING DITCH
BOTTOM noRa Nmr.:
TAXIWAYS D AND E
Designer: Checked by
HU JING
o-,
Tecbnicion: ICE Proj. No.:
MA 15-00.01
of
Engineer 01 Record
dtti-'- P o1
p 209l
• ____ PHASES 2,384 � -- _ --- -----
-
BARRICADES /
_—.. _ _ 30G —._.._ _ _ RDFA RDFA \� ROP
ROFZ —110
\\
• /' ........... gPHASES 384 p BARRICADES F
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CLOSED RUNWAY
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PHASE2 $
PHASE 2 BARRICADES PHASES 38 4 n [
f ' BARRICADES
yT _ RSA RSA N RSA RSA 1 SEE SHEET A FOR BARRICADE
DETAILS AN
f... w t N _ LOCATIONSADDITIONAL BARRICADE
' o
C 2 SEE SHEETS G3.1 8ITY, FOR
FOR` 1
I PHASING
OTE SECURITY, SAFETY AND
' e PHASING NOTES.
A PHASE 78
RDFA ROTA f FA RIXA EXISTING
AOA FENCE &
PHASESBARRICABES
EXISTING •~ I REVISIONS
`•
GATE Na. Oesuip(wn Dole By
\ `\
PHASES 182 BARRICADESR \
o -°•P p /,_ �\ \ PHASE 6 BARRICADES IN
DMI
\ q` UI IN
\o\
\\\ TERMINAL
\ \ �.. � APRON
\ AIRCRAFT ACCESS
ROUTE TO TERMINAL
CONSTRUCT FIBER OPTIC AND APRON DURING
ELECTRIC CONDUITS IN THIS PHASE5182
AREA PRIOR TO BEGINNING SEBASTIAN burned x.m.:
WORK IN PHASE 1B -SEE
NOTES ON SHEET C4.2\- MUNICIPAL PHASING PLAN
GOLF
COURSE FAA A.I.P. Project No.:
3-12-0145-013-2017
FDOT Project No.:
EXISTING \ Dme. sneer Nember:
S70ISTINGR MARCH2O17 G1.2
POND
GENERAL NOTES
1. EACH CONTRACTOR SHALL OBTAIN, HAVE KNOWLEDGE OF, AND INCORPORATE THE
FOLLOWING SAFETY PROVISIONS INTO THE CONSTRUCTION PROJECT:
- OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION -AC 150/5370-2F
-AIRPORT SAFETY SELF -INSPECTION - AC 150/5200-18C
-PAINTING, MARKING, AND LIGHTING OF VEHICLES USED ON AN AIRPORT -AC 150/5210-5D
- FEDERAL AVIATION REGULATIONS, PART 139
2, FOR OTHER CONDITIONS RELATING TO SAFETY, SEE SPECIFICATIONS.
3 NOTICE TO AIRMEN NOTAMS -THE CONTRACTOR WILL PROVIDE THE NECESSARY
ON CONSTRUCTION PRIOR S THATANOTAMC N TIE-INS ETC. TO THE
INFORMATION0 ( )
OWNER A MINIMUM OF SEVEN (7) DAYS PRIOR SO THATA NOTAM CAN BE ISSUED IN
ACCORDANCE WITH ESTABLISHED CRITERIA BY THE OWNER TO THE F.A.A. FLIGHT SERVICE
STATION.
4. CONTRACTOR SHALL MONITOR THE AIRPORT 2 -WAV UNICOM RADIO FREQUENCY (123.05) AT
ALL TIMES DURING CONSTRUCTION. CONTRACTOR WILL HAVE A WORKING RADIO ON SITE AT
ALL TIMES DURING CONSTRUCTION AND SHALL ASSIGN RESPONSIBLE PERSONNEL INCLUDING
ALL FLAG MEN TO CONTINUOUSLY MONITOR THE APPROPRIATE FREQUENCY. THE RADIOS
SHALL BE AS SPECIFIED IN SECTION 01510 OF THE PROJECT MANUAL.
5. CONSTRUCTION STAKE -OUT SHALL BE PERFORMED BY CONTRACTOR IN ACCORDANCE WITH
ITEM 40 (SURVEY AND LAYOUT) OF SECTION B -SPECIAL PROVISIONS OF THE CONTRACT
DOCUMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL
MEASUREMENTS THAT MAY BE REQUIRED TO LAY OUT THE CONSTRUCTION. THE COST OF
STAKING WILL NOT BE PAID FOR DIRECTLY AND SHALL BE INCLUDED IN THE UNIT PRICES FOR
THE VARIOUS ITEMS OF WORK.
6, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE CLEANUP AND DISPOSAL OF ALL TRASH
AND DEBRIS CREATED BY HIS WORK OR PERSONNEL. NO BURNING IS ALLOWED ON SITE. ALL
TRASH AND DEBRIS MUST BE DISPOSED OF OFFSITE.
7. THE CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS FOR ASPHALT AND OR CONCRETE
BATCH PLANT LOCATIONS WHICH MUST BE LOCATED OFF AIRPORT PROPERTY.
8. THE CONTRACTOR SHALL VISIT SITE TO DETERMINE EXISTING CONDITIONS PRIOR TO
SUBMITTING BID. THE CONTRACTOR SHALL REPORT TO THE ENGINEER ANY VARIATIONS
FROM THE INFORMATION SHOWN ON THE CONSTRUCTION PLANS.
9. APPROVED CUTS IN PAVEMENT OR CONCRETE SHALL BE MADE USING A PAVEMENT SAW, AND
SHALL BE PATCHED TO MATCH THE EXISTING SURFACE INA MANNER APPROVED BY THE
ENGINEER.
10. EXISTING EASEMENTS TO OTHER PROPERTIES SHALL BE MAINTAINED AT ALL TIMES.
11. AIRFIELD PAVEMENTS SHALL BE KEPT FREE OF ALL DEBRIS, DIRT, ETC., AT ALL TIMES. ANY
SPILLAGE OF EXCAVATION OR OTHER MATERIAL SHALL BE CLEANED UP IMMEDIATELY BY THE
CONTRACTOR WITH A MOTOR DRIVEN SWEEPER OR VACUUM AS REQUIRED BY THE
ENGINEER. A PROGRAM OF REGULAR AIRFIELD PAVEMENT INSPECTION WILL BE PLANNED BY
THE CONTRACTOR, AIRPORT OPERATIONS AND THE OWNER'S REPRESENTATIVE. SWEEPERS
ARE TO BE EQUIPPED WITH NOWMETALIC BROOMS.
12. ALL NON -PAVED AREAS OUTSIDE THE LIMITS OF CONSTRUCTION WHICH ARE DISTURBED BY
THE CONTRACTOR'S OPERATIONS, SUCH AS THE CONTRACTOR'S ACCESS ROAD, STAGING
AREA, HAUL ROUTES, ETC., SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND
GRASSED PER ITEM T-901 UPON COMPLETION OF THE PROJECT.
13. ANY DAMAGES DONE TO AIRPORT PROPERTY OR UTILITIES (SUCH AS RUNWAY, TAXIWAYS,
APRONS, FENCING, EXISTING CABLES) WILL BE REPAIRED BY THE CONTRACTOR TO THE
APPROVAL OF THE OWNER OF THE FACILITY IN A SATISFACTORY MANNER. THE CONTRACTOR
WILL BEAR ALL COSTS FOR REPAIRS.
14. THE CONTRACTOR SHALL MAINTAIN SECURITY WITHIN THE PROJECT SITE AT ALL TIMES. NO
UNAUTHORIZED PERSONNEL SHALL BE ALLOWED ON THE SITE.
15. CONTRACTOR SHALL MAINTAIN ALL AIRFIELD SAFETY DEVICES SUCH AS STAKED LIMIT LINES,
FOR THE DURATION OF THE PROJECT AS REQUIRED. DAMAGED STAKES OR FLAGGING SHALL
BE REPLACED IMMEDIATELY. CONTRACTOR TO SUBMIT PLAN SHOWING LOCATION OF LIMIT
LINES FOR EACH PHASE AND FOR PROJECT DURATION TO THE ENGINEER FOR APPROVAL
16. THE CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY FOR THE COMPLETION OF THIS
PROJECT.
17. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL ENVIRONMENTAL RULES AND
REGULATIONS OF THE CITY, COUNTY, STATE, ARMY CORPS OF ENGINEERS, AND ANY OTHER
JURISDICTIONAL AGENCIES, AND ALL CONDITIONS SET FORTH IN ENVIRONMENTAL PERMITS.
18. AIRCRAFT OPERATING ON THE AIRFIELD MAKE THE CONSTRUCTION AREA A ZONE OF HIGH
LEVEL NOISE. THE CONTRACTOR IS ADVISED TO TAKE THE NECESSARY PRECAUTIONS, SUCH
AS THE USE OF EAR PLUGS AND EAR MUFFS TO PREVENT EAR INJURY TO ANY PERSONNEL
WORKING IN THE AREA.
19. ALL DISPUTES ARISING FROM THE CONTRACTOR SHALL BE DECIDED BY THE ENGINEER,
WHOSE DECISION SHALL BE FINAL.
20. BURNING OF DEBRIS WILL NOT BE ALLOWED ON AIRPORT PROPERTY.
21. ALL DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE CONTRACTOR UNLESS
OTHERWISE SHOWN IN THE CONTRACT DOCUMENTS. CONSTRUCTION AND DEMOLITION
DEBRIS SHALL BE LEGALLY DISPOSED OF OFF AIRPORT PROPERTY.
22. THE CONTRACTOR SHALL KEEP A WATER TRUCK ONSITE AT ALL TIMES FOR THE PURPOSE OF
CONTROLLING DUST AS REQUIRED BY THE CONTRACT DOCUMENTS.
HAUL ROUTE / STAGING
23. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE STORAGE AND SECURITY OF HIS
MATERIAL AND EQUIPMENT AND SHALL ERECT STORAGE FACILITIES AND FENCING AS
NECESSARY. THE CONTRACTOR'S STORAGE AND STAGING AREA SHALL BE IN THE LOCATION
SHOWN ON DRAWING G-102-1.
24. THE CONTRACTOR'S STAGING AREA(S) AND HAUL ROUTES SHOWN ON THE PLANS ARE
GENERAL AND FOR INFORMATIONAL PURPOSES ONLY. THE ACTUAL SIZE AND LOCATION OF
STAGING AREAS AND HAUL ROUTES WILL BE APPROVED BY THE OWNER PRIOR TO
CONSTRUCTION.
25. ASCONTRACTOR OF
HAULNOT BE ROADALLOWEDUNLESS TO USE ANY OF THE EXISTING RUNWAYS OR TAXIWAYS
AS PART OF THE HAUL ROAD UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER'S
REPRESENTATIVE. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR CROSS ANY
RUNWAY AT ANY TIME WITH CONSTRUCTION VEHICLES OR EQUIPMENT.
26. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE PROJECT AREA THROUGH THE
PROJECT ACCESS ROUTES APPROVED BY THE ENGINEER ONLY. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE SECURITY OF ALL GATES HE USES FOR ACCESS ONTO AIRPORT
PROPERTY. THE CONTRACTOR SHALL POST A GUARD AT ANY ACCESS GATE THAT IS NOT
LOCKED.
27. THE EXISTING AIRPORT PAVEMENTS ACCESS ROADS AND HAUL ROUTES MAY NOT BE
CAPABLE OF SUPPORTING CERTAIN TYPES OF CONSTRUCTION EQUIPMENT. PRIORTO
BIDDING, THE CONTRACTOR SHALL FULLY SATISFY HIMSELF AS TO THE ABILITY OF THE
EXISTING AIRPORT PAVEMENTS TO SATISFACTORILY SUSTAIN THE TYPE OF EQUIPMENT HE
PLANSTOUSE. CONTRACTOR SHALL SIZE THE EQUIPMENT USED FOR CONSTRUCTION
ACCORDINGLY. ANY DAMAGE CAUSED BY HAULING OR ANY OTHER CONSTRUCTION ACTIVITY
TO EXISTING PAVEMENT SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST
TO THE OWNER.
28. THE OWNER'S REPRESENATIVE SHALL DESIGNATE AREAS TO BE USED BY THE CONTRACTOR
FOR THE PARKING OF CONSTRUCTION EQUIPMENT AND VEHICLES WHEN NOT ENGAGED IN
THE CONSTRUCTION DURING NON -WORKING DAYS AND NIGHTS AS WELL AS AREAS FOR
CONTRACTOR'S EMPLOYEES AUTO PARKING.
29. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING ALL PERMANENT
AND TEMPORARY UTILITY CONNECTIONS TO THE STAGING AREA.
MOVEMENT ON AIRFIELD
30. AREAS OUTSIDE THE PROJECT LIMITS ARE DESIGNATED AS RESTRICTED AREAS. THE
CONTRACTORS FORCES ARE PROHIBITED FROM ENTERING RESTRICTED AREAS AT ANYTIME,
UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER'S REPRESENTATIVE OR AIRPORT
OPERATIONS.
31. THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS AS SHOWN ON THE
CONSTRUCTION SAFETY & PHASING PLAN, AND HIS APPROVED PHASING PLAN. THE
CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE OWNER'S
REPRESENTATIVE TO MINIMIZE INTERFERENCE TO AIRCRAFT OPERATIONS DURING
CONSTRUCTION.
32, NO CONTRACTOR VEHICLES, EQUIPMENT, OR PERSONNEL SHALL CROSS OR BE WITHIN ANY
RUNWAY SAFETY AREA OR WITHIN ANY TAXIWAY OBJECT FREE AREA AS DELINEATED IN THE
PLANS. THE CONTRACTOR SHALL NOT PARK OR LEAVE UNATTENDED ANY EQUIPMENT WITHIN
THE RUNWAY OBJECT FREE AREA (ROFA) OR THE RUNWAY PROTECTION ZONE (RPZ).
EQUIPMENT NOT MANNED AND BEING USED SHALL NOT BE ALLOWED WITHIN THE ROFA OR
RPZ.
33. ALL VEHICLES USED ON THE AIRFIELD SHALL MEET FAA REQUIREMENTS FOR MARKINGS AND
LIGHTING. (SEE AC 150/5210-51)).
34. ALL ACTIVE AIRPORT OPERATIONAL AREAS WHICH ARE ADJACENT TO A CONSTRUCTION
WORK AREA SHALL BE SEPARATED BY TYPE II LOW PROFILE BARRICADES OR OTHER BARRIER
APPROVED BY THE ENGINEER. NO CONSTRUCTION TRAFFIC WILL CROSS ACTIVE AIRPORT
OPERATIONAL AREAS. THE CONTRACTOR SHALL PROVIDE AND INSTALL THE BARRIERS AS
SHOWN ON THE DRAWINGS AND WHERE DIRECTED BY THE ENGINEER. SEE SPECIFICATION
01OW AND 01530 FOR ADDITIONAL INFORMATION.
35. THE CONTRACTOR SHALL WORK WITH THE ENGINEER IN SCHEDULING ALL TAXIWAY
OPENINGS/CLOSINGS TO BE CONSISTENT WITH AIRFIELD OPERATIONS. WHEN THE
CONTRACTOR'S OPERATIONS CROSS ACTIVE TAXIWAYS, HE SHALL BE REQUIRED TO PROVIDE
A FLAGMAN ON EACH SIDE OF THE ACTIVE CROSSING TO DIRECT VEHICULAR TRAFFIC AND
PROTECT AIRCRAFT TRAFFIC. THE CONTRACTOR SHALL ALSO HAVE SUITABLE EQUIPMENT
APPROVED BY THE ENGINEER AT EACH CROSSING TO KEEP THE CROSSING CLEAN OF ALL
DIRT AND DEBRIS AND SAFE FOR AIRCRAFT TRAFFIC.
BURIED UTILITIES
36, PRIOR TO DIGGING ANY TRENCHES, THE CONTRACTOR SHALL NOTIFY ALL UTILITIES
(ELECTRIC, GAS, TELEPHONE, WATER, SEWER) AND OBTAIN LOCATIONS OF UNDERGROUND
UTILITIES.
37. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND IDENTIFICATION OF ALL
EXISTING UTILITIES AND UNDERGROUND PIPELINES IN CONSTRUCTION AREA. ANY DAMAGES
TO EXISTING UTILITIES OR UNDERGROUND PIPELINES ON OR OFF AIRPORT PROPERTY
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL REPAIR WORK SHALL MEET THE
APPROVAL OF THE OWNER OF THE DAMAGED UTILITY. NO REIMBURSEMENT WILL BE
ALLOWED FOR UTILITYIPIPE REPAIR OR REPLACEMENT.
30. THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES, AIRFIELD LIGHTING AND NAVAIDS
NOT CALLED OUT TO BE REMOVED OR ABANDONED. ANY DAMAGES DONE TO AIRPORT
PROPERTY OR UTILITIES (INCLUDING, BUT NOT LIMITED TO RUNWAYS, TAXIWAYS, APRONS,
FENCING, EXISTING CABLES, LIGHTING, SIGNS, NAVAIDS) WILL BE REPAIRED BY THE
CONTRACTOR TO THE APPROVAL OF THE OWNER OF THE FACILITY IN A SATISFACTORY
MANNER. THE CONTRACTOR WILL BEAR ALL COSTS FOR REPAIRS.
39. ANY UNPLANNED, UNAPPROVED, OR ACCIDENTAL SHUTDOWN OR INTERRUPTION OF SERVICE
TO ANY LIGHTING CIRCUIT OR NAVIGATIONAL AID REQUIRES IMMEDIATE NOTIFICATION OF
AIRPORT OPERATIONS AND THE OWNER'S REPRESENTATIVE BY THE CONTRACTOR. THE COST
OF MATERIALS AND LABOR REQUIRED TO REPAIR THE LIGHTING CIRCUIT SHALL BE BORNE BY
THE CONTRACTOR.
PHASING NOTES
THESE NOTES REFER TO THE PHASING PLAN ON SHEET G1.2.
PHASE 1A: ALL WORK ON TAXIWAY D OUTSIDE 200' FROM THE RUNWAY 5-23 CENTERLINE (ROFZ)
AND OUTSIDE 65.5' FROM THE TAXIWAY B CENTERLINE (TOFA). WORK IN THIS PHASE CAN BE DONE
ANYTIME DURING THE TOTAL CONTRACT TIME.
PHASE 18: PHASE 1B CONSISTS OF ALL WORK ON TAXIWAYS E AND El BEYOND STATION 306+00
ON TAXIWAY E THAT IS OUTSIDE 125' FROM THE RUNWAY 10-28 CENTERLINE (ROFZ). WORK IN THIS
PHASE WILL NOT AFFECT EXISTING TAXIWAY AND RUNWAY OPERATIONS WITH THE EXCEPTION
THAT THE TAXIWAY TO THE TERMINAL APRON WILL NEED TO BE RELOCATED TO THE OPPOSITE
SIDE AS SHOWN ON THE PHASING PLAN. WORK IN THIS PHASE MUST BE COMPLETED BEFORE
PHASES 6 AND 7 CAN START
PHASE 2. PHASE 2 CONSISTS OF ALL WORK ON TAXIWAYS D. E, AND E1 WITHIN 125' OF THE
RUNWAY 10-28 CENTERLINE (ROFZ). RUNWAY 10-28 SHALL BE CLOSED DURING THIS PHASE. WORK
IN THIS PHASE MUST BE COMPLETED BEFORE WORK IN PHASES 4 THRU 7 CAN BEGIN. THE
CONTRACTOR SHALL HAVE 30 CONSECUTIVE CALENDAR DAYS FROM THE DATE RUNWAY 10-2815
CLOSED TO COMPLETE ALL WORK IN THIS PHASE AND RE -OPEN THE RUNWAY.
PHASE 3: PHASE 3 CONSISTS OF ALL WORK ON TAXIWAY D WITHIN 65.5' OF THE TAXIWAY B
CENTERLINE (ROFA) BUT OUTSIDE 200' OF THE RUNWAY 5-23 CENTERLINE (ROFZ). TAXIWAY B IS
TO BE CLOSED DURING THIS PHASE. WORK IN THIS PHASE CANNOT BEGIN UNTIL ALL WORK IN
PHASES 18 AND 2 HAS BEEN COMPLETED.
PHASE 4: PHASE 4 CONSISTS OF ALL WORK ON TAXIWAY D WITHIN 65.5' OF THE TAXIWAY B
CENTERLINE (ROFA) AND WITHIN 200 OF THE RUNWAY 5-23 CENTERLINE (ROFZ). TAXIWAY B AND
RUNWAY 5-23 ARE TO BE CLOSED DURING THIS PHASE. WORK IN THIS PHASE MUST BE DONE
CONCURRENT WITH PHASE 5.
PHASE S. PHASE 5 CONSISTS OF ALL WORK WITHIN 200' OF THE RUNWAY 5-23 CENTERLINE (ROFZ)
AND OUTSIDE THE LIMITS OF PHASES 4 AND 7. RUNWAY 5-23 MUST BE CLOSED DURING THIS
PHASE. WORK IN THIS PHASE CANNOT BEGIN UNTIL PHASE 2 HAS BEEN COMPLETED. THE
CONTRACTOR SHALL HAVE 30 CONSECUTIVE CALENDAR DAYS FROM THE DATE RUNWAY 5-231S
CLOSED TO COMPLETE ALL WORK IN THIS PHASE AND IN PHASE 4 AND RE -OPEN THE RUNWAY.
PHASE 6: PHASE 6 CONSISTS OF ALL WORK ON TAXIWAY E UP TO STATION 306+00 OUTSIDE THE
RUNWAY 5-23 AND 10-28 ROFZ'S. WORK IN THIS PHASE CANNOT BEGIN UNTIL PHASES 1B, 2, 3 AND
4 HAVE BEEN COMPLETED AND OPENED TO AIRCRAFT.
PHASE 7: PHASE 7 CONSISTS OF ALL GRADING AND PAVEMENT DEMOLITION WORK LOCATED WITHIN BOTH
THE RUNWAY 5-23 AND 1028 ROFZ'S. WORK IN THIS PHASE MUST BE PERFORMED AT NIGHT WITH BOTH
RUNWAYS CLOSED AND CANNOT BEGIN UNTIL PHASES 1 THRU 4 HAVE BEEN COMPLETED AND MUST BE
DONE CONCURRENT WITH PHASE 5, AT THE END OF EACH NIGHTTIME WORK SHIFT THE AREA WITHIN 60' OF
THE RUNWAY 10.28 CENTERLINE (RSA) MUST BE GRADED SMOOTH TO A MAXIMUM 5% SLOPE WITH NO
DROP-0FF GREATER THAN 7 AT THE EDGE OF THE RUNWAY PAVEMENT AND PERSONNEL AND EQUIPMENT
REMOVED FROM THE ROFZ'S BY SUNRISE SO THAT BOTH RUNWAYS CAN BE RE -OPENED. SEVEN DAYS
PRIOR TO THE PRECONSTUCTION CONFERENCE, THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION
SCHEDULE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS FOR APPROVAL BY THE ENGINEER WHICH
INCLUDES DATES FOR RUNWAY AND TAXI WAY CLOSURES.
AFTER RECEIVING A NOTICE TO PROCEED THE CONTRACTOR MUST PREPARE A SAFETY PLAN
COMPLIANCE DOCUMENT (SPCD) SHOWING HOW THE CONTRACTOR WILL COMPLY WITH THE
CONSTRUCTION SAFETY AND PHASING PLAN (CSPP) CONTAINED IN APPENDIX B OF THE PROJECT
MANUAL.
SEVEN DAYS PRIOR TO THE PRECONSTRUCTION CONFERENCE, THE CONTRACTOR SHALL SUBMIT
A CONSTRUCTION SCHEDULE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS FOR APPROVAL
BY THE ENGINEER WHICH INCLUDES DATES FOR RUNWAY AND TAXIWAY CLOSURES.
LIQUIDATED DAMAGES
LIQUIDATED DAMAGES AS PRESCRIBED IN SECTION 01D10- SUMMARY OF WORK, OF THE CONTRACT
DOCUMENTS SHALL BE ASSESSED FOR:
1. EACH DAY BEYOND THE SPECIFIED CONTRACT TIME THE ENTIRE PROJECT IS NOT SUBSTANTIALLY
COMPLETE AND READY FOR USE BY THE OWNER.
2. EACH DAY BEYOND W DAYS FROM THE DATE RUNWAY 10-2815 FIRST CLOSED THAT WORK IN PHASE 2
IS NOT COMPLETE AND RUNWAY 10-28 HAS NOT BEEN RE -OPENED TO AIRCRAFT OPERATIONS.
3. EACH DAY BEYOND 45 DAYS FROM THE DATE RUNWAY 52315 FIRST CLOSED THAT WORK IN PHASES 4
AND 5 ARE NOT COMPLETE AND RUNWAY 523 HAS NOT BEEN RE -OPENED TO AIRCRAFT OPERATIONS.
4. EACH IO MINUTE PERIOD BEYOND SUNRISE EVERY MORNING DURING PHASE 7 THAT THE AREA WITHIN
60 FEET OF THE RUNWAY 10.28 CENTERLINE AND 75 FEET OF THE RUNWAY 523 CENTERUNE IS NOT
CLEARED, GRADED SMOOTH PWTH NO DROP-OFFS GREATER THAN Z AT THE RUNWAY PAVEMENT
EDGE, AND READY FOR THE RUNWAY TO BE OPENED TO AIRCRAFT OPERATIONS IN ACCORDANCE
WITH SECTION 01030 OF THE CONTRACT DOCUMENTS.
5ERAST_IAN
MUNICIPAL AIRPORT
IE
INFRASTRUCTURE
CONSULTING & ENGINEERING
55W MST Dl UO AVE SUITE 102
TAMPA, FLORIN ]SS34 (813)330. 01
CERTIFICATE OF AUTRORILITION NO.: 30 W 2
TAXIWAYS I'D" AND "E"
HJ I JNG
MA I 15-40.01
Engineer of Record
REVISIONS
N. Desorption Date
GENERAL AND PHASING
NOTES
3-12-0145-013-2017
Date'. Sheet Number:
MAY 2017 1 G2.1
TAXIWAY SAFETY AREA I (VARIES AT INTERSECTIONS) (VARIES AT
6"
PROFILE
GRADE
GRASSED POINT
SLOPE 1`%
.5% w
MATCH
EXISTING
GROUND
PIPE SPAN "S" MIN. "A" MAX. "B"
15" & LESS
8"
3'
18" TO 24"
TV
4"
30" TO 42"
15"
6'
48" & LARGER
18°
6°
SPAN "S" = RISE "R" FOR R.C.P.
WITH REM P-211
24" W 24'
TACH COAT P-300
ON VERTICAL SAWClRS
PRIME COAT P-300)
NEW TYPE SP -125 BITUMINOUS / z
SURFACE COURSE — FDOT-334 E
IN 3' MAX. LIFTS,
THICKNESS TO MATCH EXIST.
ASPHALT THICKNESS OR AS
DIRECTED BY THE ENGINEER.
PIPE
6"
TAXIWAY SAFETY AREA
RECESSED SOD
1.5" (TYP)
\-- 3" BITUMINOUS SURFACE COURSE (P-001)
PRIME COAT (P-602)
4" SHELL (P-212) OR RECYCLED CONCRETE
AGGREGATE (P-219) BASE COURSE
8" STABILIZED SUBGRADE-LBR 40 (P-160)
IPACTED SUBGRADE (P-152)
TYPICAL TAXIWAY "E" SECTION
N.T.S.
EXIST. ASPHALT
EXIST. BASE
AND COMPACTED WITHIN t2%
OF OPTIMUM MOISTURE CONTENT
AND TO A DENSITY NOT LESS THAN
1009 OF THE MAX. DENSITY AS
DETERMINED BY ASTM D-1557.
1
\^ TRENCH — SHEETING ORB(
IN PLACE TO BE CUT OFF
�/
FINISHER GRADE.
EIPTH(MAX.)21'MATERIALUNDISTU
STABLE
UNDISTURBED STABLE
0.6
/' MATERIAL29
MATERIAL
B.B.
32'
FINE GRANULAR FILL MATERIAL
TRENCH THROUGH EXIST. ASPHALT PAVEMENT DETAIL
N.T.S.
• UNLESS OTHERWISE APPROVED BY THE
ENGINEER
VERTICAL SAWCUT AT
EDGE OF REMOVAL
SEE NOTE 1
I�
�NISi1NG—PHAET—
EXISTING CEM
l_ COQUIO, RENTED
_ X HESE
TACKCOAT PE03 ON
SAWCUT URFA ES
EXISTING BASE REMOVAL
GRASSED
SLOPE
1.5%
MATCH
EXISTING
GROUND
ONSITE EXCAVATION ESTIMATE
TOPSOIL STRIPPING: 5980 CY
EXCAVATION: 5380 CY
(MEASURED IN ITS ORIGINAL POSITION AT THE JOB SITE)
EXISTING
GROUND
STA. 301+85.00 TO
STA. 305+75.00
2' ASPHALT SURFACE REMOVAL
3" BITUMINOUS SURFACE
COURSE (P401
Ro--r-_ 5( n.,.- � PRIME COAT (P-602)
BELOW RECYCLECC(ONCRdTOE
BASE COURSEP 219)
12" STABILIZED SUBGRADE
LM(P-160)
(P-160)
COMPACTED SUBGRADE (P-152)
TYPICAL TIE-IN TO EXIST PAVEMENT
NOTES: N.T.S.
1. SAWCUT EXISTING ASPHALT TO NEAT STRAIGHT (OR CURVED WHERE INDICATED)
VERTICAL LINES IN SOUND PAVEMENT. REMOVE EXISTING BASE COURSE TO NEAT
VERTICAL LINES. MAINTAIN EDGE OF PAVEMENT TO NEAT SQUARE LINES.
RAVELING OR DAMAGE AT EDGES THAT ARE UNACCEPTABLE TO THE ENGINEER
SHALL BE RE–SAWCUT FOR ENTIRE LENGTH OF THE JUNCTURE AS DIRECTED BY
THE ENGINEER AT THE CONTRACTORS EXPENSE BEFORE PLACEMENT OF THE
NEW BASE OR SURFACE COURSE.
SEBASTIAN
MUNICIPAL AIRPORT
][
INFRASTRUCTURE
CONSULTING 8 ENGINEERING
5550WE5TI0LEN9LAV 8URE102
TAM PA.FLORIM 88084 (813)8342701
CETAM
TAXIWAYS "D" AND "E"
HJ I JNG
MA I 1540.01
of Record
REVISIONS
IN. DewlNbn Deie By
TYPICAL SECTIONS
AND DETAILS
3-12-0145-013-2017
MAY 2017 1 C1.1
X11
MATCH
EXISTING
GROUND
VARIES
TAXIWAY SAFETY AREA
(VARIES AT INTERSECTIONS)
CL TAN "D"
(VARIES AT INTERSECTIONS)
�g�snAN
27
TAXIWAY SAFETY AREA
MUNICIPAL AIRPORI
TAXIWAY SAFETY AREA
SLOPE
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N 3" BITUMINOUS SURFACE COURSE (P-401)
PRIME COAT (P-602)
4" SHELL (P-212) OR RECYCLED CONCRETE
AGGREGATE (P-219) BASE COURSE
L_ B" STABILIZED SUBGRADE- LBR 40 (P-160)
COMPACTED SUBGRADE (P-152)
TYPICAL TAXIWAY "D" SECTION
N.T.S.
q TAN "B"
VARIES -0" MIN.
3" BITUMINOUS SURFACE
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� PRIME COAT (PE02)
MATCH
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GROUND
TAXIWAY SAFETY AREA
RECESSED SOD
1.5"(TVP) GRASSED
SLOPE
TAXIWAYS "D" AND "E"
HJ I JNG
MA I 15-40.01
Engineer of ReoorL:
SCARIFY EXISTING� 3g
BASE SURFACE "' 'tljry .
REVISIONS
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PRIME COAT (P-602)
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AGGREGATE (P-219) BASE COURSE
— 8" STABILIZED SUBGRADE- LBR 40 (P-160)
COMPACTED SUBGRADE (P-052)
TYPICAL SECTIONS
AND DETAILS
3-12-0145-013-2017
MAY 2017 1 C1.2
$
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POINT
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L_ B" STABILIZED SUBGRADE- LBR 40 (P-160)
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RECESSED SOD
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TAXIWAYS "D" AND "E"
HJ I JNG
MA I 15-40.01
Engineer of ReoorL:
SCARIFY EXISTING� 3g
BASE SURFACE "' 'tljry .
REVISIONS
6" MIN. 1 \ No. Dwonplion DBIe By
\\ \ \ I EXIST. CEMENTED \ \ \ \
MATCH COQUINA BASE J� \
EXISTING \\\\\\\\\\\\�� \\ \\\ \ \ \ \\\
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COMPACT PER ASE COURSE
SPECIFICATION
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N.T.S.
—3' BITUMINOUS SURFACE COURSE (P401)
PRIME COAT (P-602)
4" SHELL (P-212) OR RECYCLED CONCRETE
AGGREGATE (P-219) BASE COURSE
— 8" STABILIZED SUBGRADE- LBR 40 (P-160)
COMPACTED SUBGRADE (P-052)
TYPICAL SECTIONS
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3-12-0145-013-2017
MAY 2017 1 C1.2
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N05I
TAXIWAY CURVE TABLE
/\ CHORD
CHORD
CURVE NO. PI STATION PINORTHINGDIRECTION LENGTH GTHB EASING DELTA LENRADIUS PL STATION
5EBASTI
NIUNICIPAL AIRPORT
■
INFRASTRUCTURE
NEERING
M50 IULEWILC AVE. SUITE I Nt
TAMPA,KORIMMIM (B13)Sl..1
CERTIFICATE OF AUTHORPATION NO.: 30853
TAXIWAYS "D" AND "E"
HJ JNG
Technician: ICE Pmj.
N.
MA 15-00.01
Engineer of Record
1. SEE THIS SHEET FOR LEGEND.
REVISIONS I
rvn DeSW liOR ON. er
STAKING AND
DEMOLITION PLAN NO. 1
FAA A.I.P. Project NO.:
3-12-0145-013-2017
MAY2017 I C3.1
PT:
LB
-+71.94].9d
N: 12851851528AtS4
45°01'2]'
NB]°21'S4'E
5].43'
58.94'
]5.00'
w3+]].94 30
E814]42.
5EBASTI
NIUNICIPAL AIRPORT
■
INFRASTRUCTURE
NEERING
M50 IULEWILC AVE. SUITE I Nt
TAMPA,KORIMMIM (B13)Sl..1
CERTIFICATE OF AUTHORPATION NO.: 30853
TAXIWAYS "D" AND "E"
HJ JNG
Technician: ICE Pmj.
N.
MA 15-00.01
Engineer of Record
1. SEE THIS SHEET FOR LEGEND.
REVISIONS I
rvn DeSW liOR ON. er
STAKING AND
DEMOLITION PLAN NO. 1
FAA A.I.P. Project NO.:
3-12-0145-013-2017
MAY2017 I C3.1
y� \
STA.401+97.71
OFF. 75.151T
( STA.401+90.00
OFF. 50AOLT
\ STA.401+20.00
OFF. 28A0LT
\ ROFZ
6TA.3D5+20.59
OFF. 27.00LT
400 50.60
'LT�
I`
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3
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CERTIFICATE OF DA 3M4ZATON NO.: M.
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1, SEE THIS SHEET FOR LEGEND.
REVISIONS
N, Descrolon Oete fav
GRADING AND
DRAINAGE PLAN NO. 1
3-12-0145-013-2017
MAY 2017 1 C4,1
� ENCASE EXIST.2 WAY -2Y CONDUITS
IN 6" CONIC. ENVELOPE//
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1, SEE THIS SHEET FOR LEGEND.
REVISIONS
N, Descrolon Oete fav
GRADING AND
DRAINAGE PLAN NO. 1
3-12-0145-013-2017
MAY 2017 1 C4,1
NEW 1
� o `
2po N WAV, 2" tH40 PVR DIIiECT�}1RIED mJ \
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BE PER FOOT SPEC SECTION 635
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CA%T fNTO TOP SURFACE
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® CONSTRUCT 4:1 M.E.S.
cs EXIST. CABLE AND PROTECT
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CERTIFICATE OF AUTHORIZATION N0.: 30036
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HJJNG
TeCSn dmi ICE Proj. NO.:
MA 15-00.01
Engineer of Record:
1. SEE SHEET C4.1 FOR LEGEND.
REVISIONS I
No Desmetion Dei. ev
GRADING AND
DRAINAGE PLAN NO. 2
3-12-0145-013-2017
MAY 2017 1 C4.2
\
/
0
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CERTIFICATE OF AUTHORIZATION N0.: 30036
TAXIWAYS "D" AND "E"
HJJNG
TeCSn dmi ICE Proj. NO.:
MA 15-00.01
Engineer of Record:
1. SEE SHEET C4.1 FOR LEGEND.
REVISIONS I
No Desmetion Dei. ev
GRADING AND
DRAINAGE PLAN NO. 2
3-12-0145-013-2017
MAY 2017 1 C4.2
RUNWAY "70-28" -- I
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PLACE TYPE III6.0FOR DE TA 1. SEE SHEET C4.I FOR LEGEND.
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�( /' INV. EL -16.800) �� "'o`^J0 REVISIONS
O No DesulPllon DEle RY
�r
GRADING AND
Lj
DRAINAGE PLAN NO. 3
FAA ALP, Project NO.:
? /
3-12-0145-013-2017
FDOT Project No:
Dote: Sheet Number:
MAY 20t7
� , C4.3
\\ f RUNWAY "5-2J"
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TAMPA FLORIDA 3M34 SIUS SIDI
CERTIFICATE OF AUTHOSEATION NO.:30193
TAXIWAYS "D" AND "E"
HJ JNG
Technicion: ICE Pmj. No.:
MA 15,0.01
Engineer of Record:
091'11
9TR m -
EL. 17.20 1. SEE SHEET C4.1 FOR LEGEND.
2-4:1 M.E.S.
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FAA A.LP. Project No.:
3p12 -0145 -013 - 2017
n P
MAY 2017 C4.4
RUNWAY 5-23'
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20:OB - — - - I Y t R'g ry s4 p 00 SEE SHEET C6.0 FOR DETAILS cExnNurE of Aumoxlmnpx rvD.: apeez
RNe]Nana-
19.89- �•-�••-' ____ �•• I p TAXIWAYS "D" AND "E"
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1940 19.40 19.w $ I LLi 6"GONG. ENVELOPE TO S'BEYOND
1910 m ��y((ggq THE EDGE OF PAVEMENT.
18.80 1B'� 19.00 iB 94 II CONTRACTOR TO PROTECT EXISTING
18.20 18'40 1960 tbee / 4 COUNTERPOISE CABLES. Designer: HJ Checked d
19.20 18.49NG
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9.
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19.60 yR - Engineer of Record:
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20.00
1980 — _ — — __ _—.400-
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:
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1
EXISTING MES ELEV. = 17.00
•\ INV. EL.=16.96
- SECTION A -A
-- - -__ N.T.S.
i. SEE SHEET C4.1 FOR LEGEND.
IREVISIONS
N, oeserptim Dale Ry
GRADING ANDI
DRAINAGE PLAN NO. 5
FAA A.I.P. Project No:
3-12-0145-013-2017
FDOT Protect I
MAY 2017 1 C4.5
26
24
22
20
18
16
14
12
26
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EXIST. f ELEV. PROP, PL ELEV.
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301+00 302+00 303+W 304+00 305+W
TAXIWAY "E" PROFILE
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12 IEnpneer of Record
308+W
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z 308+W 309+00 310+W 311+W 312+00 313+00
TAXIWAY "E" PROFILE
J14+W
26
24
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0 15 30 60
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20 n
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REVISIONS
PROPOSED CENTERLINE
16 Z
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TAXIWAY "E" PROFILE
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26
24
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18�
REVISIONS
16 Z
No. DeWelon Oele
a
14�
12
316+00
TAXIWAY "E"
PROFILE
.LP. Project No.:
3-12-0145-013-2017
Project. No.:
Sheet Number:
MAY 2017 C5.2
STORMWATER POLLUTION PREVENTION PLAN
1. SILT FENCINGJNLET PROTECTION AND ROCK CHECK STRUCTURES WILL BE REQUIRED TO CONTROL
EROSION AS SHOWN ON THE PLANS OR AT LOCATIONS DETERMINED BY THE ENGINEER. THE
CONTRACTOR SHALL IMPLEMENT AND MAINTAIN THESE MEASURES THROUGHOUT CONSTRUCTION. ALL
EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY EXCAVATION OR CLEARING AND
GRUBBING WORK. THE QUANTITY OF TEMPORARY EROSION AND SEDIMENTATION CONTROL DEVICE MAY
BE INCREASED OR DECREASED FROM THAT SHOWN IN THE DRAWINGS BASED ON WEATHER,
CONSTRUCTION PROCEDURES AND ACTUAL SITE CONDITIONS THAT OCCUR DURING CONSTRUCTION.
SUCH VARIATIONS WILL NOT BE CONSIDERED AS ALTERATIONS IN THE DETAILS OF CONSTRUCTION OR A
CHANGE IN THE CHARACTER OF WORK.
2. SILT FENCE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 104 OF THE FOOT STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. FILTER FABRIC FOR SILT FENCE AND ROCK
CHECK STRUCTURES SHALL BE IN ACCORDANCE WITH SECTION 985 OF THE FOOT STANDARD
SPECIFICATIONS.
3. ALL DISTURBED AREAS ARE TO BE SODDED IN ACCORDANCE WITH FOOT SPECIFICATIONS SECTION 570
WITHIN 14 DAYS OF THE COMPLETION OF GRADING OPERATIONS AND WITHIN THE PRESCRIBED PHASING
SCHEDULE.
4. ANY FINES, PENALTIES, OR OTHER COSTS ASSESSED BY STATE, LOCAL OR OTHER GOVERNMENTAL
AGENCIES FOR NON-PERFORMANCE OF THE EROSION CONTROL REQUIREMENTS OF THIS PROJECT
AGAINST THE AIRPORT AUTHORITY SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR, AND
ANY SUCH ASSESSMENTS, IF NOT PAID BY THE CONTRACTOR, WILL BE DEDUCTED FROM MONIES DUE AT
THE COMPLETION OF THE PROJECT.
S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FILING AN NPDES NOTICE OF INTENT (NG) TO USE
GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES
FROM FDEP. THE CONTRACTOR WILL ALSO BE REQUIRED TO FILE A NOTICE OF TERMINATION (NOT) AT
THE COMPLETION OF THE PROJECT. THE CONTRACTOR SHALL BE NAMED AS THE OPERATOR IN THE
(NOU AND MAY ENTER A STATEMENT ON THE FORM THAT "THERE ARE NO ATTACHMENTS SUBMITTED
WITH THIS DOCUMENT' TO ADDRESS THAT THE CONTRACTOR DID PREPARE THE STORMWATER
POLLUTION PROTECTION PLAN.
S. PLACE CE's (CONSTRUCTION ENTRANCES) ADJACENT TO STAGING AREAS OR ACCESS GATES TO WORK
ZONES. PROVIDE SILT FENCE OR EQUIVALENT TO MATERIAL STORAGE LOCATIONS.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM THE INLET PROTECTION DEVICES WHEN STORAGE CAPACITY HAS
BEEN APPROXIMATELY SO%FILLED OR AS DIRECTED BY THE ENGINEER GRAVEL WILL BE CLEANED OR
REPLACED WHEN SEDIMENT POOL NO LONGER DRAINS PROPERLY.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE TEMPORARY SILT FENCE WHEN IT BECOMES 0.5 FT.
DEEP AT THE FENCE. THE TEMPORARY SILT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A
BARRIER. TEMPORARY DIVERSION SWALES WILL BE CHECKED AFTER EVERY RAINFALL AND ANY
SIGNIFICANT SEDIMENT BUILD UP WILL BE REMOVED AS DIRECTED BY THE ENGINEER.
DOWNSTREAM SLOPE
MINIMUM 3—IN. OF STRUCTURE
COARSE ROCK /
FILTER FABRIC (IN
CONFORMANCE WI
SEC, 985 FOOT SPE
ROCK SET IN A r,-,,.. ...
DEEPER TRENCH
SIDE VIEW
24"
Post Options: Wood 2f / Min. 0
Wood 2" x 4"
Oak 11"x 14
Steel 1.33 Lbs/Ft. Min. 6' Mox.
m
N m 0 ♦
M
ELEVATION
ROCK CHECK STRUCTURE
N.T.S.
FRONT VIEW
Silt Flow
----------
Note: Spacing for Type III Fence to be
as shown on plans
Filter Fabric (In
COnfOfrn.TcE With
Sec. 985 FOOT Spec.)
TYPE III SILT FENCE
N.T.S.
Principle Post Position
(Canted 20' Toward Flow)
Filter Fabric
IOW
SECTION
TEMPORARY INLET PROTECTION
N.TS.
SEBASTIAN
MUNICIPAL AIRPOPI
5550 WTST lie -tee DAIE. SUITE IM
TAM PA. FLORIMPOS34 (9131170.2701
CERTIFICATE OF AUTHORISATION NO. 30M
TAXIWAYS "D" AND "E"
HJ
Technician: ICE Praj. No.:
MA 1540.01
Engineer of Record
REVISIONS I
rvo. Desvl011on nate By
STORMWATER POLLUTION
PREVENTION PLAN
3-12-0145-013-2017
Project No.:
Sheet Number:
MAY 2017 C6.0
5 "
-
18" D
T�- 1.0-� Grate
4" TYP.
x SEE DETAIL "A
o '
STEPS. NEENAH R -1982 -D-
OR
OR EQUAL IN STRUCTURES
GREATER THAN 4'-6" DEEP ,.
SECTION D`
-WEIR OPENING
PLAN
FILLER (TYP.)
-WELDED WIRE FABRIC (TYP.)
4x4-W1.4xW1.4
PERIMETER OF INLET - SEE NOTE 1
SAWCUT AND REMOVE WALL AS REQUIRED TO
BRING EXISTING INLETS TO PLAN ELEVATION.
DRILL AND EPDXY Y." X 8" BARS IMBEDDED 4"
INTO TOP AND BOTTOM SECTIONS.
No. 4 Bars
�® 12• Ctrs.
Subgrade
APRON
INLET DIMENSIONS
OF BELL REINFORCEMENT
III, IV, V; Wall A, B, C
A
B
C
D
TYPE C
4'-5"
3'-4"
3'-1"
2•-0••
TYPE D
4•-5"
5'-5"
I Straight Bars
21!<"x2�'x 1/q
TYPE E
✓✓ii
I. 23
4•-6"
4'-4 5/g
Straight Bars
U.S.
CAT.
FOUNDRY GRATE
NO. (OR EQUAL)
TYPE C
f
2y2"
"1 STEEL
GALVANIZED
ANGLE FRAME
0.010
6607
TYPE E
0.16
6608
* DOUBLE GRATES
0.19
0.011
a
Reticuline Bars
0.21
0.012
60••
MUNICIPAL AIRPOP1
0.0135
66"
: m
nom: m
0.26
0:015
72"
O
-0 0165
78"
0.30
0.018
84"
BAND STRAIGHT BARS
0.33
N M�
900.35
Reticuline Bars
fO
®
n
n
0.37
0.0225
102"
1
0.
`m
\
® ®
0.
\
® N
N
RETICULINE BARS
f
N
a
w
a.
m
° a
T IRON
IE
am
m n o
N v
�� BAND
N
a f m
„
N
m m
GRATE SEE DETAIL
THIS Dwc.
INFRASTRUCTURE
Straight Bars
3 " a
2" X �16 m
3
° °
CONSULTING 8 ENGINEERING
Stra3
ht Bars 2"x'x
Reticuline Bari
1 3yl6
Straight Bars 2" x /
16
° d
5556 MET IOEEWIEDAVE sung m2
TAMICATPA.FEOFAUTHW1 (TIONNO.N
Retic
Reticuline Bars 1%xy
1 ,
X
4
�.
Reticuline Bars 11/4" x 3/
16
CEFTIFIGTE OF AUIHOflIIATION N0.:3DB6d
=='N"m=
Bands 1;�" x 1/e
Bands 2 % 1
1
Bands 2" x /4
y� z4" STUD SHEAR
Approx. Weight 100 Lbs.
Approx. Weight 180
Lbs.
Approx. Weight 215 Lbs.
CONNECTOR QR No.4
TYPE 'C' STEEL GRATE
'D'
"E"
REBAR®1a'
'A'
TAXIWAYS "D" AND "E"
TYPE
STEEL
GRATE
TYPE
STEEL GRATE
DETAIL
N.T.S.
N.T.S.
N.T.S.
N.T.S.
NOTE : GRATE SHALL BE U.S. FOUNDRY CAT. NO. 6615.
Designer:
Checked by
SIMILAR GRATES DIFFERING ONLY IN NON-ESSENTIAL
HJ
JNG
DETAILS WILL BE ACCEPTABLE.
Technician:
IICE ami. No.:
5 "
-
18" D
T�- 1.0-� Grate
4" TYP.
x SEE DETAIL "A
o '
STEPS. NEENAH R -1982 -D-
OR
OR EQUAL IN STRUCTURES
GREATER THAN 4'-6" DEEP ,.
SECTION D`
-WEIR OPENING
PLAN
FILLER (TYP.)
-WELDED WIRE FABRIC (TYP.)
4x4-W1.4xW1.4
PERIMETER OF INLET - SEE NOTE 1
SAWCUT AND REMOVE WALL AS REQUIRED TO
BRING EXISTING INLETS TO PLAN ELEVATION.
DRILL AND EPDXY Y." X 8" BARS IMBEDDED 4"
INTO TOP AND BOTTOM SECTIONS.
No. 4 Bars
�® 12• Ctrs.
Subgrade
APRON
INLET DIMENSIONS
OF BELL REINFORCEMENT
III, IV, V; Wall A, B, C
A
B
C
D
TYPE C
4'-5"
3'-4"
3'-1"
2•-0••
TYPE D
4•-5"
5'-5"
3•-1"
4•-1"
TYPE E
5•_10••
4•-4"
4•-6"
S -O"
INLET TYPE
U.S.
CAT.
FOUNDRY GRATE
NO. (OR EQUAL)
TYPE C
36"
6606
TYPE D
0.010
6607
TYPE E
0.16
6608
* DOUBLE GRATES
NOTE: GRATES DIFFERING ONLY IN
NON-ESSENTIAL DETAILS WILL BE
ACCEPTABLE. STEEL GRATES SHALL
BE GALVANIZED.
TYPE "C", "D" & "E" INLET
N.T.S.
SCHEDULE
Classes II,
OF BELL REINFORCEMENT
III, IV, V; Wall A, B, C
Nominal
Pipe
Diameter
Design
Bell
Reinforcement
Maximum
Reinforcement
Under Tolerance
SO.
IN. PER F00
SO. IN. PER FOOT
15"
0.07
0.010
18"
0.07
0.010
24"
0.09
0.010
30"
0.12
0.010
36"
0.14
0.010
42"
0.16
0.010
48"
0.19
0.011
54"
0.21
0.012
60••
0.23
0.0135
66"
0.26
0:015
72"
0.28
-0 0165
78"
0.30
0.018
84"
0.33
0.0195
900.35
0.021
96"
0.37
0.0225
102"
1
0.
108"
1
0.
i" Min. Cover
3'
"q" Min. Cover
" Max. -30" Dia. and Larger
1" Max. -Smaller Than 30" [
1.75 L
IN
30' Max.
race, Arrangement
Bell Reinforcement
uG I' Min. I +�
111•_�60'ya��
� z" Min. Cover
Rubber Gasket (Round Or Profile)
(Round Rubber Gasket Shown)
40 0.024 'ATI circumferential steel located above this line
42 0.0255 within 1.75 L is defined as bell reinforcement.
ROUND RUBBER GASKET SHOWN
DETAIL OF BELL & SPIGOT CONCRETE PIPE JOINT USING
ROUND OR PROFILE RUBBER GASKET
Double Gasket ubber Gasket
Primer (Preformed Plastic)
Primer
Filter Fabric Jacket Required Filter Fabric Jacket Required
PREFORMED PLASTIC JOINT PROFILE RUBBER GASKET
(BEFORE PULL-UP) (BEFORE PULL-UP)
Cost of concrete jacket or filter fabric jacket to be
included in cost of elliptical concrete pipe culverts.
ELLIPTICAL CONCRETE PIPE JOINTS
Varies
Joint
Woven Or Non -Woven
12" 12" Filter Fabric
MinTMin Type D-3
Overlap 2' M(See Index 199)
Securing Device
ELLIPTICAL PIPE
Joint
Joint Varies
12" M1i2" Woven Or Non -Woven
in
Filter Fabric
M�.1
tT`"1 Securing Device
ELLIPTICAL PIPE SHOWN ROUND PIPE
ISOMETRIC VIEW PIPE SECTIONS
Cost of filter fabric jacket to be included in cost of pipe culverts.
FOR ALL PIPE TYPES - CONCRETE PIPE SHOWN
FILTER FABRIC JACKET
MA 15-00.01
Engineer of Record:
REVISIONS
DRAINAGE DETAILS
3-12-0145-013-2017
MAY 2017 1 C6.1
i
FUNWAY "70-28" RUNWAY "70-28"
INTERRUPT TIW 4. STRIPE
AT R/W 6. STRIPE
moo:
leis'Osd AIRFIELD GUIDANCE
----------- _______ o --- SIGN iTYP�--
S-9 —__ _
REPAINT EXIST 1 S"WHIT RAN
STRIPE DAMAGED BY PAVEM NT 5-8
REMOVALIMILL G
m s PAP,
f. CONNECTOR TAXIWAY 1" W
Ell
RUNWAY HOLDING anal
POSITION MARKING (TYP.)
CS
oa nFZ
JC
T
5-8 1® $ INTERRUPT TAN Q. STRIPE
E1 10-2 AT R/W E05E STRIPE
S-5
1 \ 309+00
6" YELLOW TAXIWAY S. STRIPE (TYP.)
310w0
�c
SEaAsT�S_
MUNICIPAL AIk ORT
f TAXIWAY E 10
I+
N
Q
3129+0 L'?
r
U
W
w
/ W
W
I �
i
ti
\ \� MATCH EXISTING S. STRIPE
Ys'bo
sQ s
0
TAXIWAYS D AND E
HJ JNG
TCchFIcI.F: ICE Proj. No.:
MA 15-40.01
Engineer of Record:
REVISIONS
rvooescrom ogle ey
E
3-12-0145-013-2017
oiact No.:
MARCH 2017 1 C7.2
IE
0 15 30 6
INFRASTRUCTURE
CONSULTING 8 ENGINEERING
SS50 WEST OL SAIWAVE. SUITE IU
TAMPA FLORIDA MU UUS3]0.901
CERTIFICATE OF AI THORRATION N0.:30502
f TAXIWAY E 10
I+
N
Q
3129+0 L'?
r
U
W
w
/ W
W
I �
i
ti
\ \� MATCH EXISTING S. STRIPE
Ys'bo
sQ s
0
TAXIWAYS D AND E
HJ JNG
TCchFIcI.F: ICE Proj. No.:
MA 15-40.01
Engineer of Record:
REVISIONS
rvooescrom ogle ey
E
3-12-0145-013-2017
oiact No.:
MARCH 2017 1 C7.2
OFO
REPAINT EXIST 18" WHITE RAN
EDGE STRIPE DAMAGED BY
PAVEMENT REMOVAL/ MILLING
I I
AIRFIELD GUIDANCE
SIGN (TYP.)
"–
o-5 -
JC o STOP TAW (L AT EDGE OF
$ n RNJSTRIPES
JC 5-13
RUNWAY HOLDING
m POSITION MARKING (TYP.)
1
5-12I—T-11
6" YELLOW TAXIWAY S. STRIPE (TYP.)
313.00 4 TAXIWAY "E' 314+00
ET O
>rx x w x
!IM&y
BAST(
MUNICIPAL AIRPORT
0 15 30 60 IE
INFRASTRUCTURE
CONSULTING & ENGINEERING
5550 WEST IDUWADI AVE. SHITE 102
TAMPA FLORIDA 33934 (913)33-2701
CERMICATEOFA 0111IL 1014140: WM
TAXIWAYS D AND E
TSURFACE
PAINTEO 103+ts I I 1m«00 TAXIWAY HOLDING a
HOLDING POSITION ON SIGN
m 1, POSITION MARKING (TYP.) Designer.Checked JNG
II
Techniclon: ICE Prcj. No.:
a MA 15-00.01
HJ
o
5-14 Rss�• �°r Engineer of Record
315+00 100+00
tot+00 A
RPZ —
RPZ ---
FOO
OH \
SEE SHEET C3.1 FOR LEGEND.
REVISIONS
No. De9cnpw. Date E,
MARKING AND SIGNAGE
PLAN NO. 3
3-12-0145-013-2017
MARCH 2017 C7,3
----------
x
TAXIWAY
-
--------------------------------------—-
�� I
\
\ \ I
\ I I
1 I
I I
EXIST. RUNWAY HOLDING
POSITION MARKING
I
_ Z___j S-17
oa nvz oFTFin
orZ
I I
T
W
I I
/ I
5-18
i I
AIRFIELD
SIGN (TYP.) --_
I
I
RUNWAY "70-28"
MATCH LINE SEE SHEET C7.3
SURFACE PAINTED
HOLDING POSITION SIGN
SE�SI^I
n1uNICIPAL AtRPOk1
ssWO .T IDIPMID AVE. 8011E los
TAMPA.M-ORIOA336M (813)3903701
CERTIRCATEOFAuTHORIZATIONNO:30082
TAXIWAYS D AND E
HJ
MA
Engineer of Record-
SEE
ecord
SEE SHEET C3.1 FOR LEGEND.
IREVISIONS
Na. Description D., By
MARKING AND SIGNAGE
PLAN NO. 3
FAA A.I.P. Project No.:
3-12-0145-013-2017
FDOT Project No.:
Dote: Sheet Number:
MARCH 2017 C7.3A
N
0 15
30 SO
SE�SI^I
n1uNICIPAL AtRPOk1
ssWO .T IDIPMID AVE. 8011E los
TAMPA.M-ORIOA336M (813)3903701
CERTIRCATEOFAuTHORIZATIONNO:30082
TAXIWAYS D AND E
HJ
MA
Engineer of Record-
SEE
ecord
SEE SHEET C3.1 FOR LEGEND.
IREVISIONS
Na. Description D., By
MARKING AND SIGNAGE
PLAN NO. 3
FAA A.I.P. Project No.:
3-12-0145-013-2017
FDOT Project No.:
Dote: Sheet Number:
MARCH 2017 C7.3A
`\{ RUNWAY 5-23" q PUNWAY
u-- --------------------------------
Jc / Jc JC
/-.t- TIE TO EXIST. TAXIWAY i STRIPE
SURLDanal
HOL
POSITIONcs(��lJC0 INTEDIGN cs£Cp®JcS-24
S-22RUNWAY HOLDING POSITION MARRING(TYPJ S-18
201100 S. TAXIWAY
♦ n
\\;�/lf
F��O�f0, � \` lr TAXIWAY4 STRIPE
\
\ rS-23,\ F
yTRF OT B. \
F \
9<.y`a% \\ SIGN(TYP.)AIRFIELD UIDANCE
C�'L \
\
\
\
\
\
\
\
\
\
lip
r
9} y�ry
8
TIE TO EXIST. TAXIWAY (L STRIPE
4. TAXI WAY' U
\
S-20
fO�
0 15 30 60
6' YELLOW TAXIWAY
205.00 208+00
TIE TO EXIST TAXIWAY 6. STRIPE
SE j�STI
MUNICIPAL AIRPORI
I
E
INFRASTRUCTURE
CONSULTING 8 ENGINEERING
555. WEST IpEWIL%AW, SUITE 1M
TAMPAFLORIUA3.,I (8191330.9.1
CERTIR W TE OF AUTHORIZATION NO.: 30M
TAXIWAYS D AND E
Designer. Checked by.
HJ JNG
Technkn.n: ICE Pro} No.:
MA 1 1540.01
Engineer of Record
REVISIONS I
N.. UssrnWion Date &
MARKING AND SIGNAGE
PLAN NO. 4
3-12-0145-013-2017
MARCH 2017 1 C7,4
a
@ RUNW4Y '5 -73 -
REPAINT EXIST 16" WHRE RAN
STRIPE DAMAGED BY PAVEMENT
REMOVAU MILLING
------------------------------ a ---
JC J6
+ 4
F I
G
_______per-__ _
0
C
STOP TAN E s
AT EDGE OF
RAN STRIPES
Q
W
5-26
AIRFIELD GUIDANCE
oa SIGN (TVP.)
SURFACE PAINTED HOLDING
2oNU0 (. TAXIWAY "D" tae+oo 209
0oION SIGN (TYP.)
6" YELLOW TAXIWAY (. STRIPE (TVP.)
RUNWAY HOLDING POSITION
MARKING (TYP.)
—x x —x x —.
10I�Is 3�0 660
111
RPZ
MUNICIPAL AIRPORT
IE
INFRASTRUCTURE
CONSULTING 8 ENGINEERING
5550 WEST IOIEWILD AVE. SUITE 102
TAMPA FLORIMMU Sh3I33D2701
CERTIFICATE OF ANTHOFUZATION NO.: 30M
lune:
TAXIWAYS D AND E
MA
of Record:
IREVISIONS I
N0. DesoiNwn U.S. av
MARKING AND SIGNAGE
PLAN NO. 5
FAA A.I.P. Project No.:
3-12-0145-013-2017
c Sheet Number:
MARCH 2017 C].5
f RIW
� - -� •T�.uT�
TAXIWAY TURN RADIUS AT RUNWAY DETAIL
N.T.S.
6.
TYR)
S-RIEF
VE
YELLOW
STRIPING
YELLOW STRIPING (ttP.)
6- NON REFELECTNE
BLACK STRIPING (TYP.1
BOX IN THE END OF
YELLOW STRIPINGITYP.) 70
TAXIWAY CENTERLINE
STRIPING DETAIL
N.T.S.
MUNICIPAL AIRPORT
IE
INFRASTRUCTURE
CONSULTING 8 ENGINEERING
5550 WEST IOIEWW AVE. BARE 102
TAMPA FLORIM 33834 13131330.2701
CERTIFICATE OF AUTHOR IIATION NO.: 33384
TAXIWAYS D AND E
MA
Engineer of Record-
6-
ecord
6• TAXIWAY CENTERLINE STRIPE
DASH ES AND SPACES
T IN LENGTH
OASHESANDSPACES:
3'X1111MX03M] B'TO12'
— [15. TO 30cm]
4LINES 63 SPACED REVISIONS
AT 1' EACH
6'T012No. Desndpllan Delo By
[75cm TO 30cm]
YELLOW
MARKINGS
RUNWAY HOLDING POSITION MARKING DETAIL
N.T.S.
NOTE:
ALL RUNWAY HOLDING POSITION
MARKINGS SHALL BE PERFORMED THERMOPLASTIC.
PAINT W NOE BLACK STRIPE CENTERED
ON HOLD BAR TO PROVIDE MIN e' BLACK
BORDER
TAXI WAY CENTERLINE
B' TO 12' 115 cm TO 30 cm]
PATTERN C - INTERMEDIATE HOLDING POSITION MARKING FOR
TAXIWAY/TAXIWAY INTERSECTIONS
MARKING PLAN DETAILS
3-12-0145-013-2017
MARCH 2017 C7,6
)'1'Eeln At. 1511'SICILIA AC.I KYRIVI AK BROOM
Axl�nNivc AMANNi,C
PPRRLLINNEA W9iR81NCLUDEDBH:AUSETNEY
NAE£➢sFEETINLdGM.ACCEPTAHLETDONI.
'I DISHES THAT ME LEW THAN "IBmI IN 1ENGIH
Famire megmnnniml E.empemm mals.mama mawsraneenmmn
W WeahN.mpeater ranee, mvXAP WINE,
I NE, 9azenupb Ware Y
•:� NeNmaYbtlp{mlbnmexdq. Mm NRxl/NNrq [Y9mT InYXYp.
W 100
6-
6 ilYP` 6' BLACK OUTI NE
r -1/Y (IYP) -ONLY I
REQUIRED IF
SHOWN ON PLANS)
.NOSES. Imo" —
T. COLORS FOR SURFACE PAINTED HOLDING POSITION
SIGN SHALL BE WHITE LETTERS ON RED BACKGROUND
WITH 6, BLACK BORDER
2. COLORS FOR SURFACE PAINTED LOCATION SIGN SHALL
BE YELLOW LETTERS ON BLACK BACKGROUND WITH 6"
YELLOW BORDER.
3. DIMENSIONS AND SPACING OF LETTERS AND NUMBERS
TO FOLLOW GUIDELINES IN FAA ADVISORY CIRCULAR
150/5340—IL.
4. ALL MARKING LAYOUTS AND SPACING SHALL BE
APPROVED BY THE HELD ENGINEER PRIOR TO MARKING.
SURFACE PAINTED HOLDING POSITION SIGN
N.T.S.
REFERENCE POINT
(EDGE OF YELLOW)
NOTES:
1. THE VERTICAL PLACEMENT OF THE COMMA
AND THE DASH WITH RESPECT TO OTHER
CHARACTERS IS AS SHOWN. HORIZONTAL
PLACEMENT IS AT THE DISCRETION OF THE
DESIGN ENGINEER.
2. THE VERTICAL AND HORIZONTAL PLACEMENT
OF THE ARROW WITH RESPECT TO THE OTHER
CHARACTERS IS AT THE DISCRETION OF THE
DESIGN ENGINEER.
■T J 3 T16. (ryp)
r T 4 IJNES h 3 SPACES
11 A7 1' EACH
"T All
SEE NOTE 1 AND 2
REFERENCE POINT -
(OCE OF YELLOW)
3'
YELLOW REFLECTIVE (ttP)J �61 MON REFELECTNE
BLACK OUT UNE
NOTE I : REGARDLESS OF WHETHER INE CENTERLINE IS 6
INCHES OR 12 INCHES WIDE THE DASHED ONES PROVIDED
BY THE ENHANCEMENTS MILL ALWAYS BE 6 INCHES IN WIDTH
NOTE 3: IF THE TAXIWAY CENTERLINE TO BE ENHANCED CONTINUES
THROUGH A TAXIWAY/TAXIWAY INTERSEC77OW THAT IS LESS THAN 150
FEET FROM THE RUNWAY HOLDING POSITION MARKING, THE TAXIWAY
CENTERUNE ENHANCEMENT MUST BE TERMINATED 5 FEET PRIOR TO
THE PoINT WHERE THE OTHER TAXIWAY CENIERUNE CROSSES THE
ENHANCED TAXIWAY CENR-RUNE.
MEASURE ALONG THE CENTER OF INE
CENTERLINE STRIPE
STRIPE
NOTE 2: WHERE ENHANCED CENTERLINE MARKING GOES THROUGH
OR OVERLAPS RUNWAY GUARD LIGHT, THE CONTRACTOR SHALL
PROTECT TO AMNO PAINTING OR OVER SPRAY.
NOTE 4: PAYMENT FOR PAINT )IiLACK AND YELLOW) WILL LTE FOR
OUAARN/ES MEASURED IN THE FIELD UPON COMPLETION AND
ACCEPTANCE ME12E WILL BE NO PAYMENT FOR ANY OVERLAP.
NOTE 5: SEE ADVISORY CIRCULAR
15015340 -IL FOR ADDITIONAL INFORMATION.
RUNWAY HOLDING POSITION MARKING AND
ENHANCED LEAD-IN CENTERLINE DETAIL
N.T.S.
MUNICIPAL AIRPORT
1E
INFRASTRUCTURECONSULTING
5550 WEST IDLEWILDAYE, MITE 100
TAMPA, FLORIDAW831 B13])902101
CERTIFICATE OF AL THORIZATON NO.: 30661
Designer. Checketl by
HJ JNG
Technician: CE Prol.. No,
MA 15-40.01
Engineer of Record
REVISIONS
NO DWNEiI Data SV
MARKING PLAN DETAILS
3-12-0145-013-2017
MARCH 2017 C7,7
DeTNLc
EnmWMMtlNxlwment.
a arePla( eae'an,
ABS IE
1X19..
dnbnn. maNnge l4mMpMm mlYenrertaM1N
....
NOT ALWAVA
InNANE"""H11xNor AL Wx1XEINNEfl UIH1E8.
BETHAxo AWeT THEINNERDAWE
LEWTIVITa
IvnwY11WM WNEmllmldn& 11envy MlArq p[el6n meNJp.
a stataea..,.m
ITDIEVSWD.VNEE
rmAW [1 BEOMITTE
IFTIEVAVJm MELEB6TUN 5 FEFTIISL¶111EV IMV BEONiTIED.
NOTE: ALL MEASUREMENTS ANE TAKEN ALONG THE CENTER OF THE CENTERLINE.
Plryre C-2. atl Linn et (:mverging Taxies, Ccn¢Hinn
ften C-3. Cmnver,in,, 64a1�1. nntl LlrvW EVFIweM TVInaY CenleellnnlnlemeNn6x114
H.M1, III Markle,
W 100
6-
6 ilYP` 6' BLACK OUTI NE
r -1/Y (IYP) -ONLY I
REQUIRED IF
SHOWN ON PLANS)
.NOSES. Imo" —
T. COLORS FOR SURFACE PAINTED HOLDING POSITION
SIGN SHALL BE WHITE LETTERS ON RED BACKGROUND
WITH 6, BLACK BORDER
2. COLORS FOR SURFACE PAINTED LOCATION SIGN SHALL
BE YELLOW LETTERS ON BLACK BACKGROUND WITH 6"
YELLOW BORDER.
3. DIMENSIONS AND SPACING OF LETTERS AND NUMBERS
TO FOLLOW GUIDELINES IN FAA ADVISORY CIRCULAR
150/5340—IL.
4. ALL MARKING LAYOUTS AND SPACING SHALL BE
APPROVED BY THE HELD ENGINEER PRIOR TO MARKING.
SURFACE PAINTED HOLDING POSITION SIGN
N.T.S.
REFERENCE POINT
(EDGE OF YELLOW)
NOTES:
1. THE VERTICAL PLACEMENT OF THE COMMA
AND THE DASH WITH RESPECT TO OTHER
CHARACTERS IS AS SHOWN. HORIZONTAL
PLACEMENT IS AT THE DISCRETION OF THE
DESIGN ENGINEER.
2. THE VERTICAL AND HORIZONTAL PLACEMENT
OF THE ARROW WITH RESPECT TO THE OTHER
CHARACTERS IS AT THE DISCRETION OF THE
DESIGN ENGINEER.
■T J 3 T16. (ryp)
r T 4 IJNES h 3 SPACES
11 A7 1' EACH
"T All
SEE NOTE 1 AND 2
REFERENCE POINT -
(OCE OF YELLOW)
3'
YELLOW REFLECTIVE (ttP)J �61 MON REFELECTNE
BLACK OUT UNE
NOTE I : REGARDLESS OF WHETHER INE CENTERLINE IS 6
INCHES OR 12 INCHES WIDE THE DASHED ONES PROVIDED
BY THE ENHANCEMENTS MILL ALWAYS BE 6 INCHES IN WIDTH
NOTE 3: IF THE TAXIWAY CENTERLINE TO BE ENHANCED CONTINUES
THROUGH A TAXIWAY/TAXIWAY INTERSEC77OW THAT IS LESS THAN 150
FEET FROM THE RUNWAY HOLDING POSITION MARKING, THE TAXIWAY
CENTERUNE ENHANCEMENT MUST BE TERMINATED 5 FEET PRIOR TO
THE PoINT WHERE THE OTHER TAXIWAY CENIERUNE CROSSES THE
ENHANCED TAXIWAY CENR-RUNE.
MEASURE ALONG THE CENTER OF INE
CENTERLINE STRIPE
STRIPE
NOTE 2: WHERE ENHANCED CENTERLINE MARKING GOES THROUGH
OR OVERLAPS RUNWAY GUARD LIGHT, THE CONTRACTOR SHALL
PROTECT TO AMNO PAINTING OR OVER SPRAY.
NOTE 4: PAYMENT FOR PAINT )IiLACK AND YELLOW) WILL LTE FOR
OUAARN/ES MEASURED IN THE FIELD UPON COMPLETION AND
ACCEPTANCE ME12E WILL BE NO PAYMENT FOR ANY OVERLAP.
NOTE 5: SEE ADVISORY CIRCULAR
15015340 -IL FOR ADDITIONAL INFORMATION.
RUNWAY HOLDING POSITION MARKING AND
ENHANCED LEAD-IN CENTERLINE DETAIL
N.T.S.
MUNICIPAL AIRPORT
1E
INFRASTRUCTURECONSULTING
5550 WEST IDLEWILDAYE, MITE 100
TAMPA, FLORIDAW831 B13])902101
CERTIFICATE OF AL THORIZATON NO.: 30661
Designer. Checketl by
HJ JNG
Technician: CE Prol.. No,
MA 15-40.01
Engineer of Record
REVISIONS
NO DWNEiI Data SV
MARKING PLAN DETAILS
3-12-0145-013-2017
MARCH 2017 C7,7
SIGN SCHEDULE
MESSAGE MESSAGE DESCRIPTION
NO. FRONT (TYPE) REAR (TYPE) SIZE -STYLE
S-1
F/5-23
(L/R)
BLANK
L-858
1-4
S-2
E/F--]*
(L/Y)
BLANK
18" FACE, 12" LEGEND
1-4
S-3
F--),-
(Y)
BLANK
18" "
2-4
S-4
4-F
(Y)
BLANK
25" "
2-4
S-5
4-E1/E/El.0
(Y/L/Y)
BLANK
1-4
S-6
E1/10-28
(L/R)
BLANK
1-4
S-7
4-E/RE1/E1/E
(Y/Y/L/Y)
BLANK
1-4
S-8
44-E1
(Y)
BLANK
2-4
S-9
E1 ->
(Y)
BLANK
2-4
S-10
RE/E1/EV/EL
(Y/L/Y/Y)
BLANK
1-4
s-11
l(E1/E/E1->
(Y/L/Y)
BLANK
1-4
S-12
E/E->
(Y/L)
28/E
(R/L)
1-4
S-13
E->
(Y)
BLANK
2-4
S-14
4-E/E
(Y/L)
BLANK
1-4
S-15
E/28
(L/R)
BLANK
1-4
S-16
4-13
(Y)
BLANK
2-4
S-17
8128
(L/R)
BLANK
1-4
S-18
B/5-23
(L/R)
BLANK
1-4
S-19
D / 28-10
(L/R)
BLANK
1-4
S-20
BADy
(L/Y)
BLANK
1-4
S-21
D/1l Ba
(L/Y)
BLANK
1-4
S-22
RD
(Y)
BLANK
2-4
S-23
D)q
(Y)
BLANK
2-4
S-24
B/RDy
(L/Y)
BLANK
1-4
S-25
B/5-23
(L/R)
BLANK
1-4
S-26
D/23
(L/R)
BLANK
1-4
S-27
23/D
(R/Y)
BLANK
1-4
NOTES:
1. ALL SIGNS SHALL BE FAA STYLE 4 (UNLIGHTED).
2. PROVIDE EARTH BERM FOR CONCRETE PAD TO LEVEL SIGN AS REQUIRED.
3. FAA CLASSIFICATIONS:
TYPE 'Y' -
L-858
INFORMATIONAL, YELLOW BACKGROUND, BLACK LEGEND.
TYPE "R" -
L-858
MANDATORY, RED BACKGROUND, WHITE LEGEND.
TYPE "B" -
L-858
RUNWAY DISTANCE MARKER, BLACK BACKGROUND, WHITE LEGEND.
TYPE "L" -
L-858
LOCATION, BLACK BACKGROUND, YELLOW LEGEND.
SIZE 1 -
18" FACE, 12" LEGEND
SIZE 2 -
24"
15" "
SIZE 3 -
30"
18" "
SIZE 4 -
48"
40" "
SIZE 5 -
30"
25" "
STYLE 4 -
UNLIGHTED.
4. "/" REPRESENTS A SPACE OR DIVIDER BAR BETWEEN THE CHARACTERS ON THIS
SCHEDULE.
5. LOCATE SIZE 1SIGNS 10' FROM EDGE OF TAXIWAY PAVEMENT TO NEAR EDGE OF SIGN
PANEL
6. LOCATE SIZE 2 SIGNS 20' FROM EDGE OF TAXIWAY PAVEMENT TO NEAR EDGE OF SIGN
PANEL
SEBASTIAN
MUNICIPAL AIR13ORT
5550 WEST ID1E HAVE. SUITE 102
TAMPA F<ORIOA XHS4 Ie13) 3eMMJ
CERTIFICATE OF AIITHORIUTON NO: 30392
TAXIWAYS D AND E
HJ
Technician: IICE Pmj. No.: 1 I MA
Engineer of Record:
REVISIONS
No, Desmpian Dow 9v
AIRFIELD GUIDANCE
SIGN SCHEDULE
A.I.P. Project No.:
3-12-0145-013-2017
f Project No.:
.. Sheet Number:
MARCH 2017 C7,8
l'-6" (457) SIZE 1
2'-0" (610) SIZE 2
2'-6" (762) SIZE 3
2._0..
SEE GRADING AND
FILL DETAIL � e
P-610-
1'-6" (457) SIZE 1
2'-0" (610) SIZE 2
2'-6" (762) SIZE 3
2'-0'
SEE GRADING AND
FILL DETAIL m
0
P-610
1'-0" VARIES 1'-0"
PANEL
FRANGIBLE
FLOOR FLANGE �2'-0" TETHER
FRONT VIEW
N.T.S.
0'-4j"
REAR VIEW
N.T.S.
SIGN PANEL
REFLECTOR (SINGLE
FACE SIGNS ONLY)
NAME PLATE
JGIBLE LEG
T".ER
PLAN VIEW
N.T.S.
WIRE FABRIC
.4xW.1.4
SIDE VIEW
TYPICAL ALL SIGNS
N.T.S.
GRADING AND FILL DETAIL
N.T.S.
SIEBAS�TIA1
MUNICIPAL AIRPORI
IE
INFRASTRUCTURE
CONSULTING & ENGINEERING
5550kk ST I0IEWILOAVE. SUITE 102
TAMPA, RURIM M34 (013) MDR701
CFwIFICATE0FAUTHORRATI0Nkk3 30992
TAXIWAYS D AND E
or Checked by
HJ JNG
c a
ICE Pfoj. No.:
MA 15-00,01
Engineer of Record
REVISIONS
No. DesuiNbn Do, Bry
AIRFIELD GUIDANCE SIGN
DETAILS
FAA A.I.P. Project No.:
3-12-0145-013-2017
FOOT Proiecl No:
.. Sheet Number:
MARCH 2017 C7.9
W.
E
L-867 BA
PLAN
N.T.S.
5'x5' CONCRETE
TOOLED EDGE
I -
0.50•� P D P D FM OF 8AR 6H I B" LEDOF 8 EACH INBTaLLEO45' INCREMENTS ppf4 BAR 32" DIA RING.CO AWG R.S.D. CLLCXHI I C (USE TWE$LICE'• IN CONCRETE) D ROU ND SPUCE TO E%Isi. — — 6ROUNC LU
COUNTERPOISE -
2" SCHEO B"
—I,o4 I—I I—
40 PENL D —
VC
_ II BELL
SLIP/FITTER
RUBBER GROMMET
.111=�H D 4 - D 6:00'i TyP' DC
=III—
P76110 BASE CAN ANCHOR Q Q —111-
DO
2" SCH 40 PVC. CONDUN
i'
STEEL BOLTS AND GASKET
FINISHED GRACE WEM
D FART Q 4
I Q'Q Q
1800" MIN
SHALL
FLANGE
FABRIC (4X4- WlAXW1.4)
FOR CONNECTION TO EXIST. JUNCOON BOX.
USE CORE DRILL TO PENETRATE BASE ANCHOR,
USE HOLE SAW TO CUT HOLE IN BASE DAN,
REPAIR DAMAGED GALVANIZED SURFACES.
PROTECT EXIST. CABLES FROM DAMAGE
GROUT
SECTION A -A
NEW AND EXISTING L-867 D JUNCTION BOX DETAIL
NJ S
#6 BARE SAFETY
GROUND
3/4"x 10' MIN
GROUND ROD
EXOTHERMICALLY
WELDED TO
SAFETY GROUND
II
+ 1/2" FINISHED SPADE
r.
1- 12"
SECTION A—A
GH AND 3' WIDE
1/4" DEEP.
AND SIZE OF
B' STABILIZED SUBGRADE - LOB
40(P-160)
COMPACTED SUBGRADE (P-152)
1 WAY -2" DUCT BANK CONCRETE ENCASED
ENCASED (UNDER PAVEMENT)
N.T.S.
p -o' `}:ohfrrvSy'�OY.:rv:J-f. {�w -u:•'f...rv.:::vm-\
rvj.y�\.•\ is/.4:,•i'�::i,::i d\:v � :: ,t:::i::•Y.....
LA.fiSSi�i}�~+6•!:i?�i:�.�i:'s•:%iivn;:::•%_)'.iv:44.SL' :f
2�aiS-va.. 4 S0
- ��i�r��dn ♦iiia
#6 AM BSD CI
COUNTERPOISE
4
O O2" SCHEDULE—.IIIIIIIIIIIIII
2 WAY -23f DUCT BANK CONCRETE ENCASED
ENCASED (UNDER PAVEMENT)
N.T.S.
IE
INFRASTRUCTURE
CONSULTING & ENGINEERING
M50MST IUMLD AVE. SLATE 102
TAMPA. FLORIDA 33M4 (813)33 01
CERTIFICATE of AUTHORMATION NO.: 30862
TAXIWAYS "D" AND "E"
MA
of Record:
IREVISIONS I
No. Descliplbn Dale By
3-12-0145-013-2017
Project No.:
Street Number:
MAY 2017 C8,1
AS
3/8-16 SS HEX CAP SCREW U6M nnURL ^�•� a
F593C OR EQUIVALENTMENDED WHO t -852o ILTER ] B) TIA
LUBRICATION RECOMMENDED TYPE WHILE FILTER (TVP.) ��IIFF��""
TORQUE TO 500 INCH POUNDS
SEE NOTE 2 AND 3 --
GROUND WIRE C__--
-
HEICO HES-3/15" SS ANTI -VIBRATION (2 6GA. OR LARGER
PIECE) WASHER OR EQUAL NOTE:
SEE NOTE 2 AND 3 THE CONTRACTOR IS ALLOWED TO SUBMIT OTHER METHODS MUNICIPAL AIRPORT
FI%TURF TOP EDGE TO BE TO THE ENGINEER FOR REVIEW AND CONSIDERATION.
+0/-1/16' BELOW GRADE 1/4" WIDE % 1-1/2" DEEP GROOVE (IYPJ THERE SO BE NO INCREASE IN PAVEMENT FOR OTHER
APPROVED METHODS.
0,75"-F—
X=L868DH SPACER RINGS NEEDED - LB66B Y -FLANGE RING NG EPDXY DAM USE SUPPORT AND BASE EM JIG.
%= Hi. IN SIXTEENTHS 3/4' THICK, WITH "O" RING (IYP.) 3/4" BLANK STEEL COVER PLATE WHEN SETTING THE BASE
SEE NOTE 9 (WDH BULLS EYE). PLACE CARDBOARD Ir BACKFILL WITH CONCRETE, HIGH STRENGTH, IE I� I SEE JOINT WITH SEALER DETAIL OVER COVER AND APPLY GREASE TO COVER EARLY YIELD SET -45 OR EQUAL.
ASPHALT SURFACE COURSE 12" D1W��AEfE--R L-868{{ BASE
WITH ANTI-FOBATIOINGFEET. E ' UNFROCK BASE MATERIAL INFRASTRUCTURE
CONSULTING &ENGINEERING
5MOAMP WEST IDLEVILD A 3M4 AW,SUITE3 102
TAMPATEOFACTRORI ITIONNO. 301
-1/2" (1YP) ` • CERTIFICATE OFAUFHORIIATION N0.: 30983
OYrtI N_
a3 RE -EAR. iB" DIAMETER „
MINIMUM OF 3 PER BASE :.• L8688
BASE COURS12" EIGHT E EIII=1111 e°Ilii —lil—Til
;'i. +<� REFI
11—III III—III
ory 3 oR 4 NNTROTATION FINS 1 1 � III 1 TAXIWAYS I'D" AND LIE"
3/16" % 3/4 % 3" -OPTIONAL STABILIZED SUBGRAD 36" 2SCH 40 PVC CONDUIT
N5 RE -BAR, 23'%5" MINIMUM OF 6 PER BASE L-623 PRIMARY CONNECTOR CONCRETE ENCASED.
"•'• "'•;+: (ttP.) (HEATSHRINK) Designer. Checked by.
HJ JNG
NOTESE
GROMMET Technicion: ICE Pro]. No.:
TYPICAL IN—PAVEMENT L-8668 BASE INSTALLATION IN BASE MATERIAL
1. SET L -e68 BASE TO ELEVATION, AZIMUTH CONCRETE'; :'ri g6 BARE SAFETY STEP 1 — PREPARATION MA 75-00.01
AND ROTATION AS PER FAA REQUIREMENTS. GROUND AR_S_ Engineer of Record
• ...^.. t' u.' 5.:. y _ 2" PVC CONDUIT }}/
2. ALL BOLTS SHALL BE STAINLESS STEEL ^•'•. •4.:.L NEjY
GGtlM MIN.
WITH LOCK WASHERS. .:.. _,1 ,.�,A. t ,_ y. .,.•.:..1. ® R ORIEL PILOT HOLE AT EACH ORE MEASURE
iS0UTI0N TRANSFORMER [.. •R L-868 LOAD BEARING WRTO Y OldllPAVEMENT DEPTH AND ORDER CORRECT HEIGHT
3. TORQUE BUTTS TO MEET ALL THE SIZE AS REO'D. TRANSFORMER SUPPORT LOWER SECTION FOR BASE EXTENSION AS REQUIRED,
MANUFACTURERS REQUIREMENTS. ( \) WW\gELD)E TO
4. AS MAXIMUM
REQUIRED T MAINTAIN ER RINGS
BELOW GRADE T INSTALLATION TOLERANCE.
A MAXIMUM OF THREE SPACER RINGS MAY BE STACKED AINSTALL
RE—BAR CAGE
PLAN
IN—PAVEMENT TAXIWAY EDGE LIGHT
N.T.S
L868B 2 PIECE BASE INSTALLATION
3/4"% 10' MIN.
TY-RAP CAT qtt-524M% OR
GROUND ROD
1/2" DEPTH OF DOW CORNING BROST,
r2" O1A 1B GAUGE DRA55 TAG
EXOTHERMICALLY
REPLACE EXIST. CONDUIT AS
NEEDEDWELDED
TO
SAFETY GROUND
TO TOP OF PAVEMENT.
+DLO" TOLERANCE
TO TO READ AS
INCIDENTAL TO UNIT COST
10.125" TOLERANCE
PER
IXISTING AIRFIELD TAGS.
OF LIGHT FIXTURE
HIGH STRENGTH NON -SHRINK GROUT
1 - 1/C, 5KV IF 824C
WITH PAVEMENT RING
NEW PAVEMENT
ACER RING. ADJUST HEIGHT
AND 1 - #6 COUNTERPOISE
TYPICAL L-824 CABLE ID TACT
l4%IMUM, AND INSTALLATION
xis.
4" ABOVE CONDUIT
HT
CIRCUIT DESIGNATIONS
COST OF THE FI%iURE,
NET IS INCIDENTAL
EENTAL
TO WSCONSIDERED THE
TUN
L-868 LIGHT BASE
CIRCUIT IDENTIFIER
TAXIWAY IDENTFER
DESIGNATES TAXIWAY CIRCUIT
JOINT WITH SEALER DETAIL
RFIXTURE
PARALLEL WITH
RUNWAY CENTERLINE
EXACT
BASE ALIGNMENT)
2" PVC
CONDUIT,(VERIFY
RE—BAR CAGE
PLAN
IN—PAVEMENT TAXIWAY EDGE LIGHT
N.T.S
NEW
BASE MATERIAL) STABILIZED
2" SCH 40 PVC CONDUIT
CONCRETE ENCASED.
TYPICAL IN—PAVEMENT L-8686 BASE INSTALLATION IN NEW PAVEMENT
STEP 2 — PILOT HOLE
N.T.S.
3/4' FLANGE RING WITH PAVEMENT RING
AND TWO 1/8• SPACER RING. ADJUST
THICKNESS OF SPACER RING AS NECESSARY
TO MEET THE REWIRED FAA TOLERANCES. -
L -868 BASE EXTENSION
(UPPER SECTION).
BASE MATERIAL
STABILIZED
IN -PAVEMENT L-8527, SEMI -FLUSH
LED TAXIWAY EDGE LIGHT.
LENS COLOR TO MATCH EXISTING.
SEE JOINT WITH
LOAD BEARING BASE
SECTION).
2' SCH 40 PVC CONDUIT
CONCRETE ENCASED.
TYPICAL IN—PAVEMENT L -868B BASE INSTALLATION IN NEW PAVEMENT
STEP 3 — FINAL INSTALLATION OF LIGHT
N.T.S.
IREVISIONS
ND. Oeso idson Cale B"
RUNWAY EDGE LIGHT
DETAILS
3-12-0145-013-2017
MAY 2017 1 C8.2
3/16" DIA. HOLE. ATTACH TO
L-024 CABLE WITH A TRO
TY-RAP CAT qtt-524M% OR
APPROVED EQUUAL.
1/2" DEPTH OF DOW CORNING BROST,
r2" O1A 1B GAUGE DRA55 TAG
OR APPROVED EQUAL
Od25" FROM TOP SEALER
T D N �3/B` TEXT.
L -852T FIXTURE
TO TOP OF PAVEMENT.
+DLO" TOLERANCE
TO TO READ AS
10.125" TOLERANCE
PER
IXISTING AIRFIELD TAGS.
COORDINATE WITH AIRFIELD
HIGH STRENGTH NON -SHRINK GROUT
MAINTENANCE.
WITH PAVEMENT RING
NEW PAVEMENT
ACER RING. ADJUST HEIGHT
TYPICAL L-824 CABLE ID TACT
l4%IMUM, AND INSTALLATION
xis.
OLERANCES.
I RINGS ARE CONSIDERED
CIRCUIT DESIGNATIONS
COST OF THE FI%iURE,
NET IS INCIDENTAL
EENTAL
TO WSCONSIDERED THE
TUN
L-868 LIGHT BASE
CIRCUIT IDENTIFIER
TAXIWAY IDENTFER
DESIGNATES TAXIWAY CIRCUIT
JOINT WITH SEALER DETAIL
NEW
BASE MATERIAL) STABILIZED
2" SCH 40 PVC CONDUIT
CONCRETE ENCASED.
TYPICAL IN—PAVEMENT L-8686 BASE INSTALLATION IN NEW PAVEMENT
STEP 2 — PILOT HOLE
N.T.S.
3/4' FLANGE RING WITH PAVEMENT RING
AND TWO 1/8• SPACER RING. ADJUST
THICKNESS OF SPACER RING AS NECESSARY
TO MEET THE REWIRED FAA TOLERANCES. -
L -868 BASE EXTENSION
(UPPER SECTION).
BASE MATERIAL
STABILIZED
IN -PAVEMENT L-8527, SEMI -FLUSH
LED TAXIWAY EDGE LIGHT.
LENS COLOR TO MATCH EXISTING.
SEE JOINT WITH
LOAD BEARING BASE
SECTION).
2' SCH 40 PVC CONDUIT
CONCRETE ENCASED.
TYPICAL IN—PAVEMENT L -868B BASE INSTALLATION IN NEW PAVEMENT
STEP 3 — FINAL INSTALLATION OF LIGHT
N.T.S.
IREVISIONS
ND. Oeso idson Cale B"
RUNWAY EDGE LIGHT
DETAILS
3-12-0145-013-2017
MAY 2017 1 C8.2