HomeMy WebLinkAbout2018 Construction PlansAPRIL 2018
TAXIWAY "C"
PREPARED BY:
BID DOCUMENTS
CONSTRUCTION PLANS FOR:
TAMPA, FL 33634
5550 W. IDLEWILD AVENUE, SUITE 102
(813) 330-2704
CERTIFICATE OF AUTHORIZATION NO.: 30862
SHEET INDEX
SHEET. No.DESCRIPTION
COVER SHEET
PROJECT LAYOUT PLAN
KEY SHEET
STAKING AND DEMOLITION PLANS
TYPICAL SECTIONS AND DETAILS
G1.1
C1.0-C1.1
C3.1-C3.5
G0.0
C2.0
MARKING AND SIGNAGE PLANS AND DETAILSC7.1-C7.11
GRADING AND DRAINAGE PLANSC4.1-C4.5
PHASING PLAN
STORMWATER POLLUTION PREVENTION PLAN
PROFILESC5.1-C5.4
C6.0
G1.2
GENERAL AND PHASING NOTESG2.1
FAA AIP PROJECT No.: 3-12-0145-014-2018
FDOT FM NO. : 434633-1-94-01
DRAINAGE DETAILSC6.1-C6.2
JUNCTION BOX, DUCT BANK AND RUNWAY EDGE LIGHT DETAILSC8.1
SEBASTIAN, FLORIDA
MUNICIPAL AIRPORT
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND
SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
ENGINEER OF RECORD:
ROFZROFZ ROFZROFZROFZROFZ ROFZROFZ ROFZROFZ ROFZ ROFZROFZ ROFZ ROFZ ROFZ
ROFZ ROFZROFZ
ROFZ ROFZROFZ ROFZROFZ
ROFZ ROFZ ROFZOFZOFZOFZOFZOFZOFZ
OFZ OFZ OFZ OFZ OFZ ROFZ ROFZROFZ ROFZHYDGV
17.08
16.93 (2) 18" R.C.P.CB B1CB B2CB B3 CB B4CB B5 CB B6CB B7CB B8CB B9CB B12
CB B10CB B11
NEW TAXIWAY C
NEW TAXIWAY E
NEW TAXIWAY C1
CONNECTOR
NEW TAXIWAY D
EXISTING
GATE
EXISTING
GATE
EXISTING
GATE
EXISTING
GATE
CLOSED RUNWAY
MARKER DURING
PHASES 2 & 4
℄RUNWAY 10-28℄RUN
WAY 5-23℄RUNWAY 5-23CLOSED RUNWAY
MARKER DURING
PHASE 3
TAXIWAY A℄TAXIWAY BTAXIWAY APHASE 4 BARRICADES
CLOSED RUNWAY
MARKER DURING
PHASE 3
CLOSED RUNWAY
MARKER DURING
PHASES 2 & 4
℄RUNWAY 10-28
PHASE 4
BARRICADES
CONTRACTOR'S
STAGE AREA
(TYP.)
20:1 APPROACH SLOPE
NEW TAXIWAY C
CONNECTOR
TAXIWAY
C TAXIWAY CNEW TAXIWAY C2
CONNECTOR
File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\002-G1.1-PROJECT-LAYOUT PLAN.dwg Date: 4/20/2018 12:33 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
TAXIWAY C
PROJECT LAYOUT PLAN
CONTRACTOR'S STAGING AREA
N.T.S.
TYPE II LOW PROFILE BARRICADE DETAIL
LEGEND
CONTRACTOR'S HAUL ROUTE
TYPE II LOW PROFILE
BARRICADES
G1.1
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.
N.T.S.
CLOSED RUNWAY MARKER
0 400200100
ESB
CB B1
CB B2 CB B3
CB B4
C
B
B
1
2
ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ
ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZOFZ O
F
Z
OFZOFZOF
Z
O
F
Z
OFZOFZ℄RUNWAY 5-23
CLOSED RUNWAY
MARKER DURING
PHASES 2 & 4
TAXIWAY C
PHASES 3 & 4 BARRICADES AFTER
TAXIWAYS C AND C1 HAVE BEEN OPENED
200'125'6
5
.
5
'℄TAXIWAY A
PHASE 2 BARRICADES
PHASE 4 BARRICADES
℄TAXIWAY BPHASE 2 BARRICADES
PHASE 3
BARRICADES℄R
U
NW
A
Y
1
0
-
2
8
(TO BE REMOVED)
(TO BE REMOVED)
(TO BE REMOVED)
(TO BE REMOVED)(2) 18" R.C.P.CB B5 CB B6
CB B7
CB B8
CB B9
(TO BE REMOVED)
(TO BE REMOVED)
(TO BE REMOVED)
ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZROFZ
ROFZR
O
F
ZOF
Z
OFZROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ
OFZCLOSED RUNWAY
MARKER DURING
PHASES 2 & 4
℄
R
U
NW
A
Y
1
0
-
2
8
℄RUNWAY 5-23
℄
T
A
X
IW
A
Y
B
TAXIWAY C65.5'200'PHASE 2 BARRICADES
PHASE 4 BARRICADES
PHASE 2
BARRICADES
PHASE 4
BARRICADES
PHASE 3
BARRICADES
PHASE 2
BARRICADES
65.5'65.5'PHASE 3
BARRICADES
PHASE 1 BARRICADES
PHASE 1 BARRICADES
File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\003-G1.2-CSPS PLAN.dwg Date: 4/20/2018 12:36 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
TAXIWAY C
PHASING PLAN
0 20010050
0 20010050
LEGEND
PHASE 1 CONSTRUCTION
PHASE 2 CONSTRUCTION
PHASE 3 CONSTRUCTION
PHASE 4 CONSTRUCTION
PHASE 5 CONSTRUCTION MATCH LINE A-A THIS SHEETMATCH LINE A-A THIS SHEET1.SEE SHEET G1.1 FOR BARRICADE
DETAILS AND ADDITIONAL BARRICADE
LOCATIONS.
2.SEE SHEET G2.1 FOR ADDITIONAL
SECURITY, SAFETY AND PHASING
NOTES.
TYPE II LOW PROFILE
BARRICADES
G1.2
File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\004-G2.1-GENERAL AND PHASING_NOTES.dwg Date: 4/20/2018 12:40 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
GENERAL AND PHASING
NOTES
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
INFORMATION ON CONSTRUCTION CONDITIONS (PAVEMENT CLOSURE, TIE-INS, ETC.) TO
THE OWNER A MINIMUM OF SEVEN (7) DAYS PRIOR SO THAT A 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-WAY 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 ARTICLE 50-06 OF THE GENERAL 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 IN A 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 NON-METALIC 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.CONTRACTOR WILL NOT BE ALLOWED 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. PRIOR TO
BIDDING, THE CONTRACTOR SHALL FULLY SATISFY HIMSELF AS TO THE ABILITY OF THE
EXISTING AIRPORT PAVEMENTS TO SATISFACTORILY SUSTAIN THE TYPE OF EQUIPMENT HE
PLANS TO USE. 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
CONTRACTOR'S FORCES ARE PROHIBITED FROM ENTERING RESTRICTED AREAS AT ANY
TIME, 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 150/5210-5D).
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 01030 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 UTILITY/PIPE REPAIR OR REPLACEMENT.
38.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 T0 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.
G2.1
PHASING NOTES
TAXIWAY C
THESE NOTES REFER TO THE PHASING PLAN ON SHEETS G1.1 AND G1.2.
PHASE 1: PHASE 1 CONSISTS OF ALL WORK OUTSIDE OF 200' FROM THE RUNWAY 5-23
CENTERLINE AND 125' FROM THE RUNWAY 10-28 CENTERLINE (ROFZ'S) AND OUTSIDE 65.5' FROM
THE TAXIWAY A AND B CENTERLINES (TOFA). PHASE 1 WORK CAN BE DONE ANYTIME DURING
THE TOTAL CONTRACT TIME.
PHASE 2: PHASE 2 CONSISTS OF ALL WORK WITHIN 200' OF THE RUNWAY 5-23 CENTERLINE
(ROFZ) AND 65.5' OF THE TAXIWAY A CENTERLINE (TOFA) AND OUTSIDE 65.5' FROM THE
TAXIWAY B CENTERLINE (TOFA). RUNWAY 5-23 SHALL BE CLOSED DURING THIS PHASE. THE
CONTRACTOR SHALL HAVE 42 CONSECUTIVE CALENDAR DAYS FROM THE DATE RUNWAY 5-23 IS
CLOSED TO COMPLETE ALL WORK IN THIS PHASE AND RE-OPEN THE RUNWAY.
PHASE 3: PHASE 3 CONSISTS OF ALL WORK WITHIN 125' OF THE RUNWAY 10-28 CENTERLINE
(ROFZ). RUNWAY 10-28 IS TO BE CLOSED DURING THIS PHASE. WORK IN THIS PHASE CANNOT BE
DONE CONCURRENT WITH WORK IN PHASE 2. THE CONTRACTOR SHALL HAVE 14 CONSECUTIVE
CALENDAR DAYS FROM THE DATE RUNWAY 10-28 IS CLOSED TO COMPLETE ALL WORK IN THIS
PHASE AND RE-OPEN THE RUNWAY.
PHASE 4: PHASE 4 CONSISTS OF ALL WORK WITHIN 65.5' OF THE TAXIWAY B CENTERLINE (TOFA)
AND WITHIN 200' OF THE RUNWAY 5-23 CENTERLINE (ROFZ) EAST OF TAXIWAY B. RUNWAY 5-23
AND TAXIWAY B ARE TO BE CLOSED DURING THIS PHASE. WORK IN THIS PHASE CANNOT BEGIN
UNTIL WORK IN PHASE 1 SOUTH OF RUNWAY 10-28 AND PHASE 2 HAVE BEEN COMPLETED, WITH
THE EXCEPTION THAT WORK IN THIS PHASE OUTSIDE THE TAXIWAY B TOFA MAY BE DONE
CONCURRENT WITH PHASE 2. THE CONTRACTOR SHALL HAVE AN ADDITIONAL 21 CONSECUTIVE
CALENDAR DAY RUNWAY 5-23 CLOSURE PERIOD TO COMPLETE WORK IN THIS PHASE.
PHASE 5: PHASE 5 CONSISTS OF ALL GRADING AND PAVEMENT DEMOLITION WORK LOCATED IN
THE AREA BOUNDED BY BOTH RUNWAYS, TAXIWAY B AND THE EXISTING SECTION OF TAXIWAY
C. WORK IN THIS PHASE MUST BE PERFORMED AT NIGHT WITH BOTH RUNWAYS CLOSED AND
CANNOT BEGIN UNTIL PHASES 1 AND 2 HAVE BEEN COMPLETED. AT THE END OF EACH
NIGHTTIME WORK SHIFT THE AREA WITHIN 60' OF THE RUNWAY 10-28 CENTERLINE AND 75' OF
THE RUNWAY 5-23 CENTERLINE (RSA) MUST BE GRADED SMOOTH TO A MAXIMUM 5% SLOPE
WITH NO DROP-OFF GREATER THAN 2” 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.
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 01010 - 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 42 DAYS FROM THE DATE RUNWAY 5-23 IS FIRST CLOSED THAT WORK
IN PHASE 2 IS NOT COMPLETE AND READY FOR RUNWAY 5-23 TO BE RE-OPENED TO
AIRCRAFT OPERATIONS.
3.EACH DAY BEYOND 14 DAYS FROM THE DATE RUNWAY 10-28 IS FIRST CLOSED THAT WORK
IN PHASE 3 IS NOT COMPLETE AND READY FOR RUNWAY 10-28 TO BE RE-OPENED TO
AIRCRAFT OPERATIONS.
4.EACH DAY BEYOND 21 DAYS FROM THE DATE RUNWAY 5-23 IS FIRST CLOSED (AFTER THE
INITIAL 42 DAY CLOSURE PERIOD) THAT WORK IN PHASE 4 IS NOT COMPLETE AND READY
FOR RUNWAY 5-23 TO BE RE-OPENED TO AIRCRAFT OPERATIONS.
5.EACH MINUTE BEYOND SUNRISE EVERY MORNING DURING PHASE 5 THAT THE AREA
WITHIN 60 FEET OF THE RUNWAY 10-28 CENTERLINE AND 75 FEET OF THE
RUNWAY 5-23 CENTERLINE IS NOT CLEARED, GRADED SMOOTH WITH NO DROP-OFFS
GREATER THAN 2” 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.
PROFILE
GRADE
POINT
1.0%1.0%
CL
RECESSED SOD
1.5" (TYP)
17.5'
10'
SOD
17.5'
VARIES
5%5%
6"6"
3" BITUMINOUS SURFACE COURSE (P-401) PLACED IN 2 EQUAL LIFTS
PRIME COAT (P-602)
8" STABILIZED SUBGRADE- LBR 40 (P-160)
COMPACTED SUBGRADE (P-152)
GRASSED
SLOPE
1.5%
GRASSED
SLOPE
1.5%4:110'
SOD
MATCH
EXISTING
GROUND
12'12'
22'22'
(VARIES AT INTERSECTIONS)(VARIES AT INTERSECTIONS)TAXIWAY SAFETY AREA TAXIWAY SAFETY AREA
4:
1
VARIES
3%
MATCH
EXISTING
GROUND
3%
VARIES
PROFILE
GRADE
POINT
1.0%1.0%
RECESSED SOD
1.5" (TYP)
17.5'
10'
SOD
17.5'
VARIESVARIES
5%5%
6"6"
3" BITUMINOUS SURFACE COURSE (P-401) PLACED IN 2 EQUAL LIFTS
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-152)
GRASSED
SLOPE
1.5%
GRASSED
SLOPE
1.5%4:110'
SOD
MATCH
EXISTING
GROUND
12'12'
22'22'
(VARIES AT INTERSECTIONS)(VARIES AT INTERSECTIONS)TAXIWAY SAFETY AREA TAXIWAY SAFETY AREA
4:
1
MATCH
EXISTING
GROUND
ONSITE EXCAVATION ESTIMATE
TOPSOIL STRIPPING: 10168 CY
EXCAVATION: 10623 CY
(MEASURED IN ITS ORIGINAL POSITION AT THE JOB SITE)
CL
4" SHELL (P-212) OR RECYCLED CONCRETE
AGGREGATE (P-219) BASE COURSE
5'
TYPICAL TAXIWAY "C" SECTION
STA. 101+20.00 TO STA. 112+50.00
TYPICAL TAXIWAY "C" SECTION
STA. 112+50.00 TO STA. 122+00.00
VARIES
VARIES
4:15'File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\005-C1.0-TYP-SECTIONS.dwg Date: 4/20/2018 12:41 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
C1.0
TYPICAL SECTIONS
AND DETAILS
6"
TYPICAL TIE-IN TO EXIST PAVEMENT
VERTICAL SAWCUT AT
EDGE OF REMOVAL
SEE NOTE 1 3" BITUMINOUS SURFACE
COURSE (P-401) PLACED IN 2 EQUAL LIFTS
PRIME COAT (P-602)
2' ASPHALT SURFACE REMOVAL
SLOPE
VARIES
8" STABILIZED SUBGRADE
LBR 40 (P-160)
COMPACTED SUBGRADE (P-152)
4" SHELL (P-212) OR RECYCLED CONCRETE
AGGREGATE (P-219) BASE COURSE
EXISTING BASE REMOVAL
TACK COAT (P-603) ON
SAWCUT SURFACES
TRENCH THROUGH EXIST. ASPHALT PAVEMENT DETAIL
SLOPE
VARIES
3" BITUMINOUS SURFACE COURSE (P-401) PLACED IN 2 EQUAL LIFTS
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-152)
CL TAXIWAY 'B'
VERTICAL SAW CUT
REMOVE EXIST. BASE
AS REQUIRED
REMOVE EXIST.
ASPHALT SURFACE
TYPICAL TAXIWAY "B" SECTION
25'
SCARIFY EXIST. BASE SURFACE
AND COMPACT PER ITEM P-212
SLOPE
VARIES
REMOVE EXIST. ASPHALT SURFACE
SEE TAXIWAY "B" 25' LT PROFILE
File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\005-C1.0-TYP-SECTIONS.dwg Date: 4/20/2018 12:41 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
C1.1
TYPICAL SECTIONS
AND DETAILS
HYDGV1
7
.
0
816.93ESB
(2) 18" R.C.P.
ROFZROFZROFZROFZROFZ
ROFZRO
F
Z
ROFZ ROFZ ROFZ ROFZ
ROFZOF
Z
OF
Z
OFZOFZOF
Z
ROFZ ROFZ
℄ TAXIWAY "C"
C3.5
C4.5
C7.6
C3.4
C4.4
C7.5
C3.3
C4.3
C7.4
C3.2
C4.2
C7.3
C3.1
C4.1
C7.2C7.1
BENCHMARK #15
TRAV/SET PK
EL.=19.14
N: 1265051.5560
E: 819472.7600
BENCHMARK #18
FND/CM L227 1965
EL.=19.84
N: 1265559.4770
E: 820098.0870
BENCHMARK #17
FND/PK & D PSM 5469
EL.=21.57
N: 1266331.8090
E: 820534.1850
File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\006-C2.0-KEY SHEET.dwg Date: 4/20/2018 12:47 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
C2.0
KEY SHEET
0 400200100
CB B1℄ TAXIWAY "C"
R25.00'
N44°51'11"E
3718.39'
ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ
STA.103+64.00
OFF. 26.00'LT
STA.102+89.00
OFF. 50.00'LT
STA.102+74.57
OFF. 84.84'LT
STA.103+10.64
OFF. 154.84'LT
STA.103+65.22
OFF.214.73' LT
STA.101+33.50
OFF. 35.00'RT
STA.103+61.00
OFF. 17.50'RT
STA.105+47.00
OFF. 17.50'LT
STA.100+50.00
OFF. 106.36'RT R75.00'200'100+00 101+00 102+00 103+00 104+00
105+00
106+00 107+00
TO RUNWAY 5-23 CENTERLINESEE PAVEMENT
TIE-IN DETAIL (TYP.)
N 1263806.49
E 817683.25
STA.103+50.06
OFF.228.48' LT
STA.100+29.32
OFF.89.55' RT
File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\007_C3.1-C3.5-STAKING & DEMOLITION PLANS.dwg Date: 4/2/2018 8:14 AMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
MATCH LINE SHEET C3.2 STA. 107+50.00C3.1
STAKING AND
DEMOLITION PLAN NO. 1
0 603015
1. SEE THIS SHEET FOR LEGEND.
LEGEND
ASPHALT PAVEMENT
TSA PROPOSED RUNWAY
SAFETY AREA
TOFA PROPOSED RUNWAY OBJECT
FREE AREA
SOIL BORING LOCATIONCB B8
REMOVAL
ROFZ RUNWAY OBJECT FREE ZONE
FULL DEPTH
PAVEMENT REMOVAL
ASPHALT SURFACE
COURSE REMOVAL
CB B2
R65.00'R
6
5
.
0
0
'R65.00
'R65.00'202+58200+00201+00202+00STA. 110+95.13 CL TW C =
STA. 200+17.50 CL TW CONNECTOR C1
N:1264582.8491
E:818455.6356
190.00'75.00'
190.00'75.00'
N44°51'11"E
3718.39'S45°08'49"E257.50'℄ TAXIWAY "C"℄ CONNECTORTAXIWAY "C1"ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ
STA.109+70.13
OFF. 27.00'RT
STA.110+45.13
OFF. 50.00'RT
STA.111+45.13
OFF. 50.00'RT
STA.112+20.13
OFF. 27.00'RT
STA.114+10.13
OFF. 17.50'RT
STA.201+37.50
OFF. 28.00'RT
STA.201+37.50
OFF. 28.00'LT
STA.202+07.50
OFF. 50.00'RT
STA.202+19.98
OFF. 90.70'RT
STA.202+19.92
OFF. 90.49'LT
STA.202+07.50
OFF. 50.00'LT 200.00'108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00
TO RUNWAY 5-23 CENTERLINESEE PAVEMENT
TIE-IN DETAIL (TYP.)
STA.202+57.50 CL TW CONNECTOR C1 =
CL R/W 5-23
N:1264413.58
E:818625.78
(TO BE REMOVED)
(TO BE REMOVED)File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\007_C3.1-C3.5-STAKING & DEMOLITION PLANS.dwg Date: 4/2/2018 8:17 AMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
MATCH LINE SHEET C3.3 STA. 115+30.00C3.2MATCH LINE SHEET C3.1 STA. 107+50.00STAKING AND
DEMOLITION PLAN NO. 2
0 603015
1. SEE SHEET C3.1 FOR LEGEND.
CB B3
CB B4
R25.
0
0
'
R25
.
0
0
'
R
7
5
.
0
0
'R75.00'3
0
0
+
0
0
301+003
0
2
+
0
0
303+00303+68R75.00
'
R75.0
0'
STA. 119+57.16 CL TW C=
STA. 300+29.21 CL TW CONNECTOR C2 ALIGNMENT
N:1265193.9596
E:819063.6174
N44°51'11"E
3718.39'N89°52'37"E368.48'℄ TAXIWAY "C"OFZOFZOF
Z
OFZOFZOF
Z
ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ OFZOFZOF
Z
STA.117+15.16
OFF. 17.50'RT
STA.119+42.66
OFF. 35.00'RT
STA.120+51.43
OFF. 26.00'LT
STA.121+26.43
OFF. 50.00'LT
STA.121+94.95
OFF. 28.31'RTSTA.121+27.16
OFF. 50.00'RT
STA.122+69.67
OFF. 34.06'RT
STA.121+30.29
OFF. 105.55'LT
STA.301+29.60
OFF. 27.96'RT
STA.301+98.48
OFF. 50.00'RT
STA.302+12.95
OFF. 84.92'RT
STA.301+94.22
OFF. 121.31'RT
STA.302+67.05
OFF. 28.29'LT
STA.303+50.14
OFF. 34.67'LT
STA.301+99.74
OFF. 49.83'LT
200'R75.00'℄ CONNECTOR TAXIWAY "C2"125'116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00
TO RUNWAY 5-23 CENTERLINESEE PAVEMENT
TIE-IN DETAIL (TYP.)
STA. 122+96.43 CL TW C=
CL R/W 10-28
N:1265434.47
E:819302.90
STA. 303+68.48 CL TW CONNECTOR C2 ALIGNMENT=
CL R/W 5-23
N:1265194.6875
E:819402.8851
(TO BE REMOVED)
TO BE REMOVED)
STA.121+34.21
OFF. 109.94'LT
STA.122+77.25
OFF. 41.62'RT
STA.122+81.73
OFF. 37.12'RT
File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\007_C3.1-C3.5-STAKING & DEMOLITION PLANS.dwg Date: 4/2/2018 9:08 AMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
MATCH LINE SHEET C3.4 STA. 123+00.00C3.3MATCH LINE SHEET C3.2 STA. 115+30.00STAKING AND
DEMOLITION PLAN NO. 3
0 603015
1. SEE SHEET C3.1 FOR LEGEND.
(TO BE REMOVED)
(TO BE REMOVED)
(TO BE REMOVED)
(TO BE REMOVED)
R25.
0
0
'
N44°51'11"E
3718.39'
℄ TAXIWAY "C"
ROFZ ROFZ ROFZ ROFZ ROFZ ROFZOFZOF
Z
OF
Z
STA.126+48.74
OFF. 35.00'LT
STA.402+44.16
OFF. 32.38'LT
STA.128+76.24
OFF. 17.50'LT
STA.128+79.24
OFF. 26.00'RTSTA.128+04.24
OFF. 50.00'RT
STA.127+89.78
OFF. 84.89'RT STA.405+37.60
OFF. 26.09'LT
STA.405+95.48
OFF. 23.43'LT 200'30'
STA.401+39.77
OFF. 24.31'LT
STA.400+24.22
OFF. 65.41'LT
STA.400+65.71
OFF. 24.03'LT 65.50'123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00
STA.401+39.77
OFF. 0.05'RT
STA.405+71.93
OFF. 0.11'LT
STA.125+27.43
OFF. 27.81'RT
STA.126+44.54
OFF. 46.51'RT
STA.402+09.62
OFF. 65.47'LT
STA.401+49.39
OFF. 124.55'LT
S
E
E
P
A
V
EM
E
N
T
T
I
E
-
I
N
D
E
T
A
I
L
(
T
Y
P
.
)
℄
T
A
X
IW
A
Y
"
B
"
4
0
0
+
0
0
4
0
1
+
0
0
402+004
0
3
+
0
0
4
0
4
+
0
0
4
0
5
+
0
0
4
0
6
+
0
0
4
0
6
+
3
2
STA. 126+34.23 CL TW C =
STA. 402+92.61 CL TW B ALIGNMENT
N:1265673.9492
E:819541.1496
STA.406+31.81 CL TW B =
CL R/W 5-23
N:311576.89
E:1475484.95
STA. 400+00.00 CL TW B
N:1265673.3805
E:819248.5440
SAW CUT OUTSIDE LIMITS OF
EXIST. RUNWAY EDGE STRIPES
File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\007_C3.1-C3.5-STAKING & DEMOLITION PLANS.dwg Date: 4/4/2018 9:33 AMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
MATCH LINE SHEET C3.5 STA. 130+50.00C3.4MATCH LINE SHEET C3.3 STA. 123+00.00STAKING AND
DEMOLITION PLAN NO. 4
0 603015
1. SEE SHEET C3.1 FOR LEGEND.
BENCHMARK #17
FND/PK & D PSM 5469
EL.=21.57
N: 1266331.8090
E: 820534.1850
CB B5 CB B6
212+19TAXIWAY CURVE TABLE
CURVE NO.
C1
C2
C3
C4
C5
C6
C7
PI STATION
400+00.00
401+54.12
401+93.39
403+47.51
500+90.04
502+44.16
137+18.39
PI NORTHING/EASTING
N: 1266002.6322
E: 819868.1499
N: 1266158.9023
E: 819867.7489
N: 1266188.2667
E: 819896.9629
N: 1266188.6677
E: 820053.2330
N: 1266252.4307
E: 819960.7985
N: 1266252.8317
E: 820117.0685
N: 1266488.6113
E: 820351.6410
DELTA
45° 00' 00"
45° 00' 00"
45° 00' 00"
45° 00' 00"
45° 00' 00"
45° 00' 00"
90° 00' 00"
CHORD
DIRECTION
N22° 21' 11"E
N22° 21' 11"E
N67° 21' 11"E
N67° 21' 11"E
N67° 21' 11"E
N67° 21' 11"E
N89° 51' 11"E
CHORD
LENGTH
38.27'
38.27'
38.27'
38.27'
38.27'
38.27'
91.92'
LENGTH
39.27'
39.27'
39.27'
39.27'
39.27'
39.27'
102.10'
RADIUS
50.00'
50.00'
50.00'
50.00'
50.00'
50.00'
65.00'
PC STATION
400+00.00
401+54.12
401+93.39
403+47.51
500+90.04
502+44.16
137+18.39
PT STATION
400+39.27
401+93.39
402+32.66
403+86.78
501+29.31
502+83.43
138+20.50
R65.00
'
190.00'50.00'
28.00'
75.00'27.00'N44°51'11"E
3718.39'S45°08'49"E175.00'403+87400+00 401+00402+00
4
0
3
+
0
0
500+00 501+00
502+00502+83C1
C2
C
3
C4
C5
C
6
C
7
℄ TAXIWAY "C"
ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ
STA.134+68.39
OFF. 17.50'RT
STA.136+58.39
OFF. 27.00'RT
STA.137+69.45
OFF. 43.79'RT
STA.138+75.50
OFF. 28.00'RT
STA.139+45.50
OFF. 50.00'RT
STA.139+58.08
OFF. 91.04'RT
STA.139+58.04
OFF. 17.50'LT
STA.138+20.10
OFF. 17.50'LT
STA.137+18.79
OFF. 17.50'LTSTA.134+63.34
OFF. 17.50'LT
STA.130+85.34
OFF. 17.50'LT
STA.131+27.19
OFF. 46.99'LT
STA.131+84.88
OFF. 104.69'LT STA.134+21.49
OFF. 46.99'LT
STA.133+63.79
OFF. 104.69'LT
STA.133+19.59
OFF. 123.00'LT
STA.133+25.12
OFF. 17.50'LT
STA.132+15.87
OFF. 92.39'LT
STA.132+42.34
OFF. 92.35'LT
STA.131+79.06
OFF. 63.51'LT
STA.131+33.05
OFF. 17.50'LT
STA.132+29.08
OFF. 122.99'LT
R62.50
'R62.50'R82.
0
0'200'139+95131+00 132+00 133+00 134+00 135+00 136+00 137+00
138+00139+00SEE PAVEMENT
TIE-IN DETAIL (TYP.)
N44°51'11"E
3718.39'
N44°51'11"E
3718.39'S0°08'49"E114.85'S89°51'11"W114.85'STA. 139+95.50 CL TW C=
CL R/W 5-23
N:1266319.3417
E:820521.7816
SAW CUT OUTSIDE LIMITS OF
EXIST. RUNWAY EDGE STRIPE.File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\007_C3.1-C3.5-STAKING & DEMOLITION PLANS.dwg Date: 4/4/2018 9:36 AMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
C3.5MATCH LINE SHEET C3.4 STA. 130+50.00STAKING AND
DEMOLITION PLAN NO. 5
0 603015
1. SEE SHEET C3.1 FOR LEGEND.
ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ
℄ TAXIWAY "C"200'100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00
17.60
17.60
17.40
17.20
17.4017.6017.8017.40
17.80
17.80
17.40
16.2016.40 16.20 16.80
18.00
17.60
17.60 17.6017.00
16.80
17.20 17.40
17.20
17.60
17.80
17.20
17.40
17.6017.40
17.60
17.00
17.20
17.40
17.0017.2017.4017.6016.6017.2017.40
17.00
17.20
17.40
17.60 17.80
16.00 16.40 17.00
16.8016.6016.40
16.60
16.20
17.2017.4015.00
15.00
16.00 17.00
15.
0
0
17.00
16.00
17.00
16.00
16.00
18.00
17.00
17.00ROFZROFZROFZROFZROFZROFZROFZROFZROFZ ROFZ
CONSTRUCT 92 L.F.
OF 18" CLASS V RCP
CONSTRUCT
TEMPORARY
CHECK DAM
CONSTRUCT 4:1 M.E.S. ON 18" RCP
STA. 104+24.90
OFF. 52.77' LT
INV. EL. 15.00
CONSTRUCT 4:1 M.E.S. ON 18" RCP
STA. 104+24.83
OFF. 47.34' RT
INV. EL. 15.10
ESB
CB B1
18.00
17.00
16.00
LIMITS OF CONSTRUCTION
AND GRASSING (TYP.)
CONSTRUCT
TEMPORARY
CHECK DAM 3 %10 %SEE PAVEMENT TIE-IN
DETAIL (TYP.)File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\008_C4.1-4.5-GRADING & DRAINAGE PLANS.dwg Date: 4/4/2018 2:11 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
MATCH LINE SHEET C4.2 STA. 107+50.00C4.1
0 603015
GRADING AND
DRAINAGE PLAN NO. 1
1. SEE THIS SHEET FOR LEGEND.
LEGEND
ASPHALT PAVEMENT
TSA PROPOSED RUNWAY
SAFETY AREA
TOFA PROPOSED RUNWAY OBJECT
FREE AREA
SOIL BORING LOCATIONCB B8
ROFZ RUNWAY OBJECT FREE ZONE
NEW INLET
NEW MITERED END SECTION
M.E.S
PROPOSED CONTOURS17.20
TEMPORARY SILT FENCE
LIMITS OF CONSTRUCTION AND
GRASSING
ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ
℄ TAXIWAY "C"℄ CONNECTORTAXIWAY "C1"200.00'200+00201+00202+00202+58108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00
18.0
0
18.00
17.80
19.20
19.0018.80
18.6
0
18.
4
0
18.
2
0
17.80
19.40
19.40
19.
2
0
18.80
18.4017.40
18.00
18.00
17.80
17.80
17.40 17.80
18.0018.0017.8018.00
19.20
17.20 17.40
17.8017.40 18.0017.8017.4017.00
18.6018.40
18.20
18.0017.6017.4017.2016.8016.6015.8015.8016.2015.6016.20 16.00 15.80 15.60
17.00 17.20
17.40
17.60
17.2
0
17.
4
0
17.
6
0
1
7
.
8
0
1
8
.
0
0
1
8
.
2
0
1
8
.
4
0
1
8
.6
0
19.00
19.20
19.00
18.80
18.60
18.40
18.20
18.
4
0
18.2
0
18.60
18.80
19.00
17.20
17.40
17.6
0
17.80
18.00 18.20
18.40
18.60
18.80
19.00
19.20
19.
0
018.
8
0
18.00 18.20 18.40 18.60
18.80
19.00
17.00 17.20 17.40 17.60 17.80 18.00 18.20 18.40
17.60
17.40
17.20 17.00 16.80 16.60 16.40
17.80
17.60
17.40
16.80 17.00 17.20
17.40 17.60 17.80
18.8018.60
18.20
18.00
CL TW C ALIGNMENT
STA. 110+95.15=
CL CONNECTOR C1 ALIGNMENT
STA. 200+17.50
N:1264582.8599
E:818455.6463
17.00
16.00
18.00
17.00 16.00
16.00
16.0017.0018.00
16.00
17.00 18.00
16.00
17.00
18.00
16.00
16.00
17.00
17.00
18.00
17.0
0
17.00
18.0
0
ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ
CONSTRUCT 97 L.F.
OF 18" CLASS V RCP
CONSTRUCT 4:1 M.E.S. ON 18" RCP
STA. 112+50.00
OFF. 49.02' LT
INV. EL. 15.45
CONSTRUCT 4:1 M.E.S. ON 18" RCP
STA. 112+50.00
OFF. 56.31' RT
INV. EL. 15.55
CONSTRUCT
TEMPORARY
CHECK DAM
CONSTRUCT TEMPORARY
CHECK DAM
CB B2
ENCASE EXIST 1WAY-2" CONDUITS IN
6" CONC. ENVELOPE TO 5' BEYOND
THE EDGE OF PAVEMENT. PROTECT
EXIST. COUNTERPOISE WIRE.
SEE PAVEMENT
TIE-IN DETAIL
LIMITS OF CONSTRUCTION
AND GRASSING (TYP.)
INSTALL NEW L-852D SEMI-FLUSH MOUNT RUNWAY
EDGE LIGHT ON EXIST. CONDUIT AND IN LINE WITH
EXIST. RUNWAY LIGHTS. RE-USE EXIST. 5KV CABLES.
INSTALL NEW L-868B JUNCTION CAN ON
EXIST. CONDUITS. TOP OF COVER PLATE TO
BE FLUSH WITH PAVEMENT SURFACE.File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\008_C4.1-4.5-GRADING & DRAINAGE PLANS.dwg Date: 4/4/2018 2:11 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
MATCH LINE SHEET C4.3 STA. 115+30.00C4.2MATCH LINE SHEET C4.1 STA. 107+50.000 603015
GRADING AND
DRAINAGE PLAN NO. 2
1. SEE SHEET C4.1 FOR LEGEND.
ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ OFZOF
Z
OF
ZOF
Z
OF
Z
OFZOFZOFZOF
Z
℄ TAXIWAY "C"200'3
0
0
+
0
0
301+003
0
2
+
0
0
303+00303+68116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00
19.20
19.00
19.40
19.40
18.80
19.
0
0
18.
8
0
19.0019.00
18.
8
0
1
8
.
6
0
19.20
19.4019.2019.40
18.40
18.6019.2019.40
18.0018.00 17.6018.00 18.20
18.80
17.8017.4017.20
19.00
19.20
18.80
18.60 18.40
18.60
18.40
1
9
.
0
0
1
8
.
8
0
1
8
.
6
0
18.
4
0
1
8
.
0
0
1
8
.
2
0
18.40
19.20
19.00
18.80
18.60
18.4018.2018.
6
0
18.
4
0
19.00
19.20
19.4018
.
2
0
1
8
.
0
0
18.20
18.4
0
18.
6
0
1
8
.
8
0
19
.
0
0
1
9
.
2
0 19.40
1
9
.
4
0
1
9
.
2
0
19.00
18.80
18.6018.8019.0019.2019.40
1
9
.
4
0
18.20
18.40
18.60
18.80
18.6018.40 18.6018.0017.8017.6017.4017.20 17.0016.8017.40
18.80
19.00
19.20
18.80
19.00 19.20
18.80
18.60
1
9
.
0
0
19.00CL TW C ALIGNMENT
STA. 119+57.16=
CL CONNECTOR C2 ALIGNMENT
STA. 300+29.21
N:1265193.9596
E:819063.6174
18.00
16.00
16.00
17.00
18.00
18.0017.00
16.00
16.00
17.00
18.00
1
8
.
0
0
1
7
.
0
0
1
6
.
0
0
1
6
.
0
0
1
8
.
0
0
1
7
.
0
0
18.00
18
.
0
0
18.0
0
ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ OFZOF
Z
OF
ZOF
Z
OF
Z
OFZOFZOFZOF
Z
18.60
℄ CONNECTOR TAXIWAY "C2"
CONSTRUCT
TEMPORARY
CHECK DAM
CONSTRUCT TEMPORARY
CHECK DAM
CONSTRUCT 4:1 M.E.S. ON 18" RCP
STA. 301+27.92
OFF. 61.03' RT
INV EL. 15.65
CONSTRUCT 157 L.F.
OF 18" CLASS III RCP
CB B3
CB B4
LIMITS OF CONSTRUCTION
AND GRASSING (TYP.)
ENCASE EXIST 1WAY-2" CONDUITS IN
6" CONC. ENVELOPE TO 5' BEYOND
THE EDGE OF PAVEMENT. PROTECT
EXIST. COUNTERPOISE WIRE.
CONSTRUCT 4:1 M.E.S. ON 18" RCP
STA. 302+20.36
OFF. 75.55' LT
INV EL. 15.75
CONSTRUCT TEMPORARY
CHECK DAM
INSTALL NEW L-852D SEMI-FLUSH MOUNT
RUNWAY EDGE LIGHT ON EXIST. CONDUIT
AND IN LINE WITH EXISTING RUNWAY
LIGHTS. RE-USE EXIST. 5KV CABLES.
INSTALL NEW L-868B JUNCTION CAN ON
EXIST. CONDUITS. TOP OF COVER PLATE TO
BE FLUSH WITH PAVEMENT SURFACE.
SEE PAVEMENT TIE-IN
DETAIL (TYP.)File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\008_C4.1-4.5-GRADING & DRAINAGE PLANS.dwg Date: 4/4/2018 2:11 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
MATCH LINE SHEET C4.4 STA. 123+00.00C4.3MATCH LINE SHEET C4.2 STA. 115+30.000 603015
GRADING AND
DRAINAGE PLAN NO. 3
1. SEE SHEET C4.1 FOR LEGEND.
OFZOFZOF
Z
ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ
℄ TAXIWAY "C"200'123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00
20.40
20.40
20.2
0
20.0
0
19.8
0
19.6
0
19.2019.4019.60
19.4
0
18.40
19.80
18.60
19.40
19.80
19.60
19.40
20.40
18.40 17.20
1
9
.
2
019.6019.80
19.00
18.00
18.00
17.00
18.0017.00
19.00
18.60
18.80
19.20
19.40
18.40
19
.
0
0
1
9
.
0
0
18.6
0
18.80
18.60
18.40
18.20
17.00
17.40
17.60
17.80
1
9
.
4
0
1
9
.
4
0
20.00 19.8019.6019.4019.2
0
19.0
0
1
8
.
8
0
1
8
.
6
0 18.6018.40
18.20
18.00
17.60
17.60
19.00 18.00
18.00
19.00
17.80
18.00
17.60
17.60
19.00
18.00
19.00
18.00
18.00
19.00OFZOFZ
OF
Z
ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ
CONSTRUCT
TEMPORARY
CHECK DAM
19.80
19.40
1
9
.
8
0
2
0
.
0
0
1
9
.
4
0
19.20 19.20
18.8
0
1
8
.
4
0 18.601
9
.
0
0
1
9
.
0
0
19.60
19.8020.00
1
8
.
8
0
ENCASE EXIST 1WAY-2" CONDUITS IN
6" CONC. ENVELOPE TO 5' BEYOND
THE EDGE OF PAVEMENT
CONSTRUCT 4:1 M.E.S. ON 15" RCP
STA.124+90.83
OFF.70.43' RT
INV.EL. 16.60
LIMITS OF CONSTRUCTION
AND GRASSING (TYP.)
LIMITS OF CONSTRUCTION
AND GRASSING (TYP.)
19.4019.2
019.0
0
18.8
0
18.6
0
18.4
0
18.2
0
18.0
0
17.8
0
17.6
0
17.4
0
17.2
0
17
.
0
0 17.201
7
.
4
0 17.601
7
.
8
0
1
8
.
0
0
1
8
.
2
0
16.80
1
8
.
4
0
1
8
.
4
0
1
8
.
6
0
1
8
.
8
0
1
9
.
0
0
19.0018.80 18.60
1
8
.
6
0
18
.
8
0
19.00
1
8
.
6
0
1
8
.
8
0
1
9
.
0
0
1
9
.
2
0
1
9
.
4
0
1
9
.
6
0
1
9
.
8
0
20.40
20.20 20.00 19.80
19.6
019.4
0
19.40
19.20
18.80
18.60
18.40
18.20
18.00
SEE PAVEMENT TIE-IN DETAIL
(TYP.)File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\008_C4.1-4.5-GRADING & DRAINAGE PLANS.dwg Date: 4/4/2018 2:12 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
MATCH LINE SHEET C4.5 STA. 130+50.00C4.4MATCH LINE SHEET C4.3 STA. 123+00.000 603015
GRADING AND
DRAINAGE PLAN NO. 4
1. SEE SHEET C4.1 FOR LEGEND.
ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ
℄ TAXIWAY "C"200'400+00 401+00402+00
4
0
3
+
0
0
403+87
500+00 501+00
502+00502+83
139+95131+00 132+00 133+00 134+00 135+00 136+00 137+00
138+00139+0020.2020.20
20.40
2
0
.
4
0
20.00
20.4020.60
20.80
20.60
18.8018.40
20.4020.4020.0020.40
20
.
4
0
17.6
0
2
0
.
2
0
20.4020.40
20.4018.80
18.00
17.00
2
0
.
2
0
19.40
20.2020.40 18.8020.80 20.402
0
.
4
0
21.00
20.0020.002
0
.
0
0
20.00
20.00
18.00
19.00
18.00
19.00
20.00
20.00
19.00
18.00
19.00
18.00
18.00
19.00
18.00
19.00 18.00
19.00
20.00 18.00
19.00
20.0019.00
19.0
0
19.0018.00
19.00
18.0019.8019.60
1
9
.
8
0
19.80
1
8
.
6
0
1
8
.
8
0
19.00
1
9
.
2
0
1
9
.
4
0
1
9
.
6
0
19.60
19.8
0
20.0
0
19.80
17.4019.0018.0019.0019.0
0
19.80
20.00
2
0
.
0
0
ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ
CONSTRUCT 97 L.F.
OF 18" CLASS V RCP
CONSTRUCT 92 L.F.
OF 18" CLASS V RCP
CONSTRUCT 4:1 M.E.S. ON 18" RCP
STA. 132+29.00
OFF. 47.63' RT
INV. EL. 17.58
CONSTRUCT 4:1 M.E.S.
ON 18" RCP
STA. 131+63.00
OFF. 126.07' LT
INV. EL. 17.41
CONSTRUCT TYPE D INLET
STA. 132+29.00
OFF. 55.16' LT
TOP EL. = 19.55
INV. EL. (N. & S.) =17.50
CONSTRUCT TEMPORARY
CHECK DAM
CONSTRUCT TEMPORARY
CHECK DAM
BENCHMARK #17
FND/PK & D PSM 5469
EL.=21.57
N: 1266331.8090
E: 820534.1850
CB B5 CB B6
TO RUNWAY 5-23 CENTERLINEENCASE EXIST 1WAY-2" CONDUITS IN
6" CONC. ENVELOPE TO 5' BEYOND
THE EDGE OF PAVEMENT
LIMITS OF CONSTRUCTION
AND GRASSING (TYP.)PLACE TYPE III SILT FENCE
SEE SHEET C6.0 FOR DETAILS
SEE PAVEMENT
TIE-IN DETAIL
File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\008_C4.1-4.5-GRADING & DRAINAGE PLANS.dwg Date: 4/4/2018 2:13 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
C4.5MATCH LINE SHEET C4.4 STA. 130+50.000 603015
GRADING AND
DRAINAGE PLAN NO. 5
1. SEE SHEET C4.1 FOR LEGEND.
101+00 17.63102+0017.6617.69103+0017.7317.76104+0017.8017.83105+0017.8617.90106+0017.9317.97107+0018.0018.01108+00
0.068%PVI 101+18.70ELEV = 17.60PVI 107+00.00ELEV = 18.00L
PROPOSED CENTERLINE
PROFILE GRADE
PROP. C ELEV.BEGIN PROPOSED CLTIE TO EXIST.PAVEMENT108+0018.0218.03109+0018.0418.04110+0018.0518.06111+0018.0918.29112+0018.4918.68113+0018.8819.08114+0019.2819.48115+0019.5019.50116+00
0.018%
0.397%PVI 110+95.13ELEV = 18.07PVI 114+55.00ELEV = 19.50L
PROPOSED CENTERLINE
PROFILE GRADE
PROP. C ELEV.CL TAXIWAY CCL CONNECTOR "C1"STA. 200+17.50File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\009_C5.1-C-5.4 ( PROFILE).dwg Date: 4/20/2018 12:51 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
C5.1
TAXIWAY "C"
PROFILE
HORIZ. SCALE
VERT. SCALEMATCH LINE SEE STA. 108+00.00MATCH LINE SEE STA. 108+00.0010
12
14
16
18
20
22
24
26
MATCH LINE SEE STA. 116+00.0010
12
14
16
18
20
22
24
26
108+00
108+00 116+00
TAXIWAY "C" PROFILE
TAXIWAY "C" PROFILE
12
14
16
18
20
22
24
26
10
12
14
16
18
20
22
24
26
10
CL TW C PROFILE VIEW
116+0019.5019.50117+0019.5019.50118+0019.5019.50119+0019.5019.50120+0019.4419.38121+0019.3119.25122+0019.3119.58123+0019.920.000%0.711%-0.131%
100'
V.C.PVC 121+44.44ELEV = 19.25PVT 122+44.44ELEV = 19.54PVI 119+57.16ELEV = 19.50PVI 122+44.44ELEV = 19.54L
PROPOSED CENTERLINE
PROFILE GRADE
PROP. C ELEV.TIE TO EXIST.R/W " 10-28" EOPCL TAXIWAY CCL CONNECTOR "C2"STA. 300+29.21126+0019.8719.63127+0019.5619.70128+0019.8920.09129+0020.2820.47130+0020.4720.47131+0020.4720.47132+0020.47-0.496%
0.382%
0.000%
100'
V.C.PVC 126+34.30ELEV = 19.70PVT 127+34.30ELEV = 19.64PVI 129+50.00ELEV = 20.47L
PROPOSED CENTERLINE
PROFILE GRADE
PROP. C ELEV.TIE TO EXIST.T/W "B" CLFile Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\009_C5.1-C-5.4 ( PROFILE).dwg Date: 4/20/2018 12:51 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
C5.2
TAXIWAY "C"
PROFILE
HORIZ. SCALE
VERT. SCALEMATCH LINE SEE STA. 116+00.0010
12
14
16
18
20
22
24
26
10
12
14
16
18
20
22
24
26
10
12
14
16
18
20
22
24
26
MATCH LINE SEE STA. 132+00.0010
12
14
16
18
20
22
24
26
116+00
132+00
TAXIWAY "C" PROFILE
TAXIWAY "C" PROFILE
123+00
126+00
132+0020.4720.47133+0020.4720.47134+0020.4720.47135+0020.4720.47136+0020.4720.47137+0020.4720.47138+0020.4720.47139+0020.5620.930.000%0.000%0.000%
100'
V.C.PVC 138+58.03ELEV = 20.47PVT 139+58.03ELEV = 21.01PVI 139+58.03ELEV = 21.01PVI 133+81.01ELEV = 20.47L
PROPOSED CENTERLINE
PROFILE GRADE
PROP. C ELEV.TIE TO EXIST.PAVEMENTEND PROPOSED CLCL CONNECTOR C1 PROFILE VIEW
16
18
18.00201+0018.0718.37202+0018.91-0.300%
1.490%
190'
V.C.PVC 200+28.57ELEV = 18.04PVT 202+18.57ELEV = 19.17CL CONNECTOR C1
STA. 200+17.50=
CL TAXIWAY C
STA. 110+95.13
ELEV = 18.07
LPROP. C ELEV.
PROPOSED CENTERLINE
PROFILE GRADE TIE TO EXIST.PAVEMENTEND PROPOSED CLCL CONNECTOR C2 PROFILE VIEW
19.43301+0019.2519.07302+0018.9719.10303+0019.420.647%-0.353%
100'
V.C.PVC 301+62.69ELEV = 19.03PVT 302+62.69ELEV = 19.18CL CONNECTOR C2STA. 300+29.21=CL TAXIWAY CSTA. 119+57.16ELEV = 19.50STATION=303+15.42ELEV = 19.52LPROP. C ELEV.
PROPOSED CENTERLINE
PROFILE GRADE
File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\009_C5.1-C-5.4 ( PROFILE).dwg Date: 4/20/2018 12:52 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
C5.3
TAXIWAY "C", "C1" & "C2"
PROFILES
HORIZ. SCALE
VERT. SCALEMATCH LINE SEE STA. 132+00.0010
12
14
16
18
20
22
24
26
10
12
14
16
18
20
22
24
26
132+00
14
16
18
20
22
24
26
200+00
28
14
16
18
20
22
24
26
300+00
28
14
16
18
20
22
24
26
28
14
16
18
20
22
24
26
28
TAXIWAY "C" PROFILE
CONNECTOR "C1" PROFILE
CONNECTOR "C2" PROFILE
14
16
18
20.47401+0020.4720.47402+0020.4720.47403+0020.4720.470.000%CL RUNUPSTA. 400+00.00=CL TAXIWAY CSTA. 130+77.16ELEV = 20.47CL RUNUPSTA. 403+86.78=CL TAXIWAY CSTA. 133+81.01ELEV = 20.47LPROP. C ELEV.
PROPOSED CENTERLINE
PROFILE GRADE
TW B LT AT 25 PROFILE VIEW
401+0019.5719.69402+0019.5919.50403+0019.5119.48404+0019.3219.33405+0019.5319.77406+00
PROPOSED
PROFILE GRADE
File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\009_C5.1-C-5.4 ( PROFILE).dwg Date: 4/20/2018 12:52 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
C5.4
RUNUP
PROFILE
HORIZ. SCALE
VERT. SCALE
12
14
16
18
20
22
24
26
12
14
16
18
20
22
24
26
132+00
RUNUP PROFILE
TAXIWAY "B" 25' LT PROFILE
14
16
18
20
22
24
26
14
16
18
20
22
24
26
400+00 406+0020.08
2'-6"12"STORMWATER POLLUTION PREVENTION PLAN
1.SILT FENCING,INLET 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 FDOT 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 FDOT STANDARD
SPECIFICATIONS.
3.ALL DISTURBED AREAS ARE TO BE SODDED IN ACCORDANCE WITH FDOT 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.
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FILING AN NPDES NOTICE OF INTENT (NOI) 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
(NOI) 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.
6.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 50% 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.
FILTER FABRIC (IN
CONFORMANCE WITH
SEC. 985 FDOT SPEC.
12"
24"
8"
ROCK SET IN A 4-IN. OR
DEEPER TRENCH
File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\010_C6.0 (SWPPP).dwg Date: 4/20/2018 12:45 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
C6.0
STORMWATER POLLUTION
PREVENTION PLAN
¾File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\011_C6.1 -6.2 DRAINAGE DETAILS.dwg Date: 4/20/2018 12:43 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
C6.1
DRAINAGE DETAILS
File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\011_C6.1 -6.2 DRAINAGE DETAILS.dwg Date: 4/4/2018 10:03 AMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
C6.2
DRAINAGE DETAILS
ROFZ ROFZ
CC5C5EXIST. RUNWAY
HOLD LINE
EXIST. COMPASS
ROSE
REPAINT
EXIST. ℄ STRIPES
REPAINT
EXIST. ℄ STRIPES
EXIST. THRESHOLD
MARKING
ENHANCED
TAXIWAY ℄ STRIPE
MARKING (TYP.)23-5MATCH EXIST.
RUNWAY EDGE
STRIPE
18" WIDE WHITE
RUNWAY EDGE
STRIPE WITH 6"
BLACK BORDER
ESB23-5File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\012_C7.1-C7.10-MARKING PLANS AND DETAILS.dwg Date: 4/20/2018 12:54 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
MATCH LINE SHEET C7.2C7.1
0 603015
MARKING AND SIGNAGE
PLAN NO. 1
℄ TAXIWAY "C"
ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ
R75.
0
0'200'100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00
MATCH EXIST.
TAXIWAY ℄ STRIPE
6" YELLOW TAXIWAY ℄ STRIPE (TYP.)
(SEE C7.8 FOR DETAILS)A5CAACR75.00
'
MATCH EXIST.
TAXIWAY ℄ STRIPE
AEXIST. RUNWAY HOLD
POSITION MARKINGS
(TO BE REMOVED)
REPAINT EXIST.
TAXIWAY ℄ STRIPE
ENHANCED
TAXIWAY ℄ STRIPE
MARKING
RUNWAY HOLDING
POSITION MARKING23-5MATCH EXIST. RUNWAY EDGE STRIPE18" WIDE WHITE RUNWAY EDGE
STRIPE WITH 6" BLACK BORDER
CB B1
23-5File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\012_C7.1-C7.10-MARKING PLANS AND DETAILS.dwg Date: 4/20/2018 12:55 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
MATCH LINE SHEET C7.3 STA. 107+50.00C7.2
0 603015
MARKING AND SIGNAGE
PLAN NO. 2MATCH LINE SHEET C7.1
R65.00'R65.00
'R65.00
'R65.00'202+58200+00201+00202+00℄ TAXIWAY "C"℄ CONNECTORTAXIWAY "C1"ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ
200'108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00
6" YELLOW
TAXIWAY ℄ STRIPE (TYP.)
(SEE C7.8 FOR DETAILS)
NEW T/W ℄ LEAD-IN LINE (TYP.)
(SEE C7.8 FOR DETAILS)
RUNWAY HOLDING
POSITION MARKING (TYP.)
(SEE C7.8 FOR DETAILS)23-5C23-5CCC1CC1C1C1ENHANCED TAXIWAY ℄ STRIPE
MARKING (TYP.)
18" WIDE WHITE RUNWAY EDGE
STRIPE WITH 6" BLACK BORDER23-5MATCH EXIST. RUNWAY EDGE STRIPEMATCH EXIST. RUNWAY EDGE STRIPE
INTERRUPT TAXIWAY ℄ STRIPE
AT RUNWAY EDGE STRIPE
CB B2
23-5File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\012_C7.1-C7.10-MARKING PLANS AND DETAILS.dwg Date: 4/20/2018 12:55 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
MATCH LINE SHEET C7.4 STA. 115+37.50C7.3MATCH LINE SHEET C7.2 STA. 107+50.000 603015
MARKING AND SIGNAGE
PLAN NO. 3
R25
.
0
0
'R75.00'R75.00
'
R75.0
0'
℄ TAXIWAY "C"
ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ OFZOF
ZOFZOFZ
OF
Z
OF
Z
OFZ200'116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00
R75.00'6" YELLOW TAXIWAY ℄ STRIPE (TYP.)
(SEE C7.8 FOR DETAILS)
NEW T/W ℄ LEAD-IN LINE (TYP.)
(SEE C7.8 FOR DETAILS)R75.00
'
RUNWAY HOLDING
POSITION MARKINGS (TYP.)
(SEE C7.8 FOR DETAILS)125.00'℄ CONNECTOR TAXIWAY "C2"
NEW T/W ℄ LEAD-IN LINE (TYP.)
(SEE C7.7 FOR DETAILS)CC2C2CC1
0
-
2
8
C
23-5C223-5C2CC2300+003
0
1
+
0
0
302+003
0
3
+
0
0
303+68CC2C2ENHANCED
TAXIWAY ℄ STRIPE
MARKING (TYP.)
MATCH EXIST. RUNWAY
EDGE STRIPE
MATCH EXIST.
RUNWAY EDGE
STRIPE18" WHITE RUNWAY EDGE
STRIPE WITH 6" BLACK
BORDER
18" WHITE RUNWAY EDGE
STRIPE WITH 6" BLACK BORDER
MATCH EXIST. RUNWAY
EDGE STRIPE
MATCH EXIST. RUNWAY
EDGE STRIPE 23-51
0
-
2
8
23-5INTERRUPT
TAXIWAY ℄ STRIPE
AT RUNWAY EDGE
STRIPE
CB B3
CB B4
23-51
0
-
2
8
23-5MATCH EXIST. TAXIWAY F ℄ STRIPEINTERRUPT TAXIWAY ℄ STRIPES AT RUNWAY EDGE STRIPE
INTERRUPT
TAXIWAY ℄ STRIPE
AT
RUNWAY ℄ STRIPE
File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\012_C7.1-C7.10-MARKING PLANS AND DETAILS.dwg Date: 4/20/2018 12:55 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
MATCH LINE SHEET C7.5 STA. 123+00.00C7.4MATCH LINE SHEET C7.3 STA. 115+37.5000 603015
MARKING AND SIGNAGE
PLAN NO. 4
OFZOF
Z
OF
Z
ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ
200'123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00125'℄ TAXIWAY "C"
6" YELLOW
TAXIWAY ℄ STRIPE (TYP.)
(SEE C7.8 FOR DETAILS)R75.00'C CB23-5CBCBBCMATCH EXIST. TAXIWAY C/L STRIPE.
INTERRUPT AT RUNWAY EDGE STRIPE
EXIST. RUNWAY HOLDING
POSITION MARKING
(TO BE REMOVED)
EXIST. TAXIWAY C/L
STRIPES TO BE REMOVED
MATCH EXISTING TAXIWAY
C/L STRIPE
R75.00'R75.00'BC23-5C28-10CREPAINT
EXISTING
TAXIWAY C/L
STRIPE
REPAINT EXISTING
TAXIWAY C/L
STRIPE
REPAINT RUNWAY HOLDING
POSITION MARKING
(SEE C7.8 FOR DETAILS)
RUNWAY HOLDING POSITION
MARKINGS (TYP.)
(SEE C7.7 FOR DETAILS)CBENHANCED
TAXIWAY ℄ MARKING (TYP.)
EXIST. 6" T/W LEAD-IN
LINES TO BE REMOVED 23-523-528-10CB B5
23-523-528-10INTERRUPT TAXIWAY C/L
STRIPE AT RUNWAY EDGE
STRIPE
File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\012_C7.1-C7.10-MARKING PLANS AND DETAILS.dwg Date: 4/20/2018 12:55 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
MATCH LINE SHEET C7.6 STA. 130+62.00C7.5MATCH LINE SHEET C7.4 STA. 123+00.000 603015
MARKING AND SIGNAGE
PLAN NO. 5
403+87400+00 401+00402+00
4
0
3
+
0
0
500+00 501+00
502+00502+83℄ TAXIWAY "C"
ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ
200'139+95131+00
132+00 133+00 134+00 135+00 136+00 137+00
138+00
139+006" YELLOW
TAXIWAY ℄ STRIPE (TYP.)
(SEE C7.8 FOR DETAILS)65.5'R50.00'R50.00'R50.00'R50.00'R50.00
'R50.00
'
R65.00'
STOP
T/W ℄ AT
EDGE OF
R/W STRIPES
TAXIWAY HOLD BAR
(SEE C7.8 FOR DETAILS)
RUNWAY HOLDING
POSITION MARKING (TYP.)
(SEE C7.8 FOR DETAILS)23CCENHANCED
TAXIWAY ℄ STRIPE
MARKING (TYP.)
REMOVE EXIST. 6"
TAXIWAY LEAD-IN LINE
18" WHITE RUNWAY
EDGE STRIPE WITH
6" BLACK BORDERRNW-NE232238
17.41
RCP/24" INV
CB B5 CB B6
23MATCH EXIST. RUNWAY
EDGE STRIPE
File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\012_C7.1-C7.10-MARKING PLANS AND DETAILS.dwg Date: 4/20/2018 12:56 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
C7.6MATCH LINE SHEET C7.5 STA. 130+62.000 603015
MARKING AND SIGNAGE
PLAN NO. 6
OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ
OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ10B
10A
EXIST. RUNWAY
HOLD LINE AAEXIST.
RUNWAY
HOLD LINE TO
BE REMOVED ABBAEXIST. 6" YELLOW
TAXIWAY ℄ STRIPE
RE-PAINT EXIST. RUNWAY
HOLDING POSITION MARKING
ENHANCED
TAXIWAY ℄ STRIPE
MARKING (TYP.)
RE-PAINT
EXIST. 6" TAXIWAY ℄ STRIPES
RE-PAINT
EXIST. 6" TAXIWAY ℄ STRIPES
EXIST. THRESHOLD
MARKING
RE-PAINT
EXIST. 6" TAXIWAY ℄ STRIPES
RUNWAY HOLDING
POSITION MARKING
MATCH EXIST. TAXIWAY ℄ STRIPE
MATCH EXIST. TAXIWAY ℄ STRIPE
AB
101010101010
File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\012_C7.1-C7.10-MARKING PLANS AND DETAILS.dwg Date: 4/20/2018 12:56 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
C7.7
0 603015
MARKING AND SIGNAGE
PLAN NO. 7
250'TO RUNWAY CENTERLINEYELLOW
MARKINGS
4 LINES & 3 SPACES
AT 1' EACH
DASHES AND SPACES
3' IN LENGTH
12" TAXIWAY CENTERLINE STRIPE
RUNWAY HOLDING POSITION MARKING DETAIL
PAINT 8' WIDE BLACK STRIPE CENTERED
ON HOLD BAR TO PROVIDE MIN 6" BLACK
BORDER3'1'6" REFELECTIVE
YELLOW STRIPING (TYP.)
STRIPING DETAIL
(TYP.)
6"
6"
(TYP.)
6" NON REFELECTIVE
BLACK STRIPING (TYP.)
BOX IN THE END OF
YELLOW STRIPING (TYP.)6"(TYP.)TAXIWAY CENTERLINE
TAXIWAY TURN RADIUS AT RUNWAY DETAIL
C S
T
R
I
P
E
(
Y
E
L
L
O
W
)RAD
IU
S
A
S
SHOWN
6" W
I
D
E
T
/
W PTC R/W
TERMINATE T/W
C STRIPE 200'
FROM PT.
L
L
L 3'C R/W
C STRIPE18" WIDE R/WL
LNOTE:
ALL RUNWAY HOLDING POSITION
MARKINGS SHALL BE PERFORMED THERMOPLASTIC.
T/W EDGE STRIPE (TYP.)
T/W EDGE STRIPE TO ABUT THE
BLACK OUTLINE OF THE HOLDING
POSITION MARKING
File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\012_C7.1-C7.10-MARKING PLANS AND DETAILS.dwg Date: 4/20/2018 12:58 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
C7.8
MARKING PLAN DETAILS
RUNWAY HOLDING POSITION MARKING AND
ENHANCED LEAD-IN CENTERLINE DETAIL
SURFACE PAINTED HOLDING POSITION SIGN
File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\012_C7.1-C7.10-MARKING PLANS AND DETAILS.dwg Date: 4/20/2018 12:58 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
C7.9
MARKING PLAN DETAILS
C/5
5/C
A
C2/5-23
C/ B
A/5
C
A/C
C/A
C/C1
23-5/C
C
C/23-5
C/C2
C/10-28
C
C
23-5/C2
C2
B/ C
B /C
C/28-10
C
23-5/C
B
C/23-5
C/32
B
C2
C1/C
A/10
A
A
B/10
B/A
A/B
C1
C1
C2/ C
B/ C
/AB
C
RNW-NE
File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\012_C7.1-C7.10-MARKING PLANS AND DETAILS.dwg Date: 4/20/2018 12:58 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
C7.10
MARKING PLAN DETAILS
File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\013_C7.11 AIRFIELD GUIDANCE SIGN DETAILS.dwg Date: 4/20/2018 12:59 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
C7.11
AIRFIELD GUIDANCE SIGN
DETAILS
File Path: Y:\Sebastian (X26)\15-40.01 (Taxiways C, D &E Design & Bid)\2. DESIGN\CADD\Phase II\014_C8.1-JUNCTION BOX, DUCT BANK AND RUNWAY EDGE LIGHT DETAILS.dwg Date:4/20/2018 1:00 PMDrawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.01
5550 WEST IDLEWILD AVE. SUITE 102
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
MA
HJ JNG
APRIL 2018
Project Name:
TAXIWAY C
RUNWAY EDGE LIGHT,
JUNCTION CAN AND DUCT
BANK DETAILS
C8.1