FDOT FM PROJECT No.: 439540-1-94-01

CONSTRUCTION PLANS

FOR:

T-HANGAR REPLACEMENT

AT

PROJECT

LOCATION

0 0.80.4 mi0.2

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TALLEVAST RD

UNIVERSITY PKWY

15th S

t E

.

PREPARED BY:

TAMPA, FL 33634

5550 W. IDLEWILD AVENUE, SUITE 102

(813) 330-2704

CERTIFICATE OF AUTHORIZATION NO.: 30862

BID DOCUMENTS

JULY 2017

SHEET INDEX

SHEET No. DESCRIPTION

G2.1

- -

G3.1

G4.1

C1.1-C1.4

C2.1

C3.1

G5.1

C8.1

C7.1-C7.2

PROJECT LAYOUT PLAN

COVER SHEET

PHASING PLAN

GENERAL NOTES

TYPICAL SECTIONS

T-HANGAR J-4 AND J-5 EXISTING CONDITIONS AND DEMOLITION PLAN

T-HANGAR J-4 AND J-5 SITE PLAN

STORMWATER POLLUTION PREVENTION PLAN

T-HANGAR FLOOR PLANS

C3.2 T-HANGAR J-7 AND J-8 SITE PLAN

T-HANGAR FLOOR PLAN DETAILS

T-HANGAR ELEVATIONS

SITE PLAN & SHEET INDEX

C8.2

E001

GENERAL NOTESE002

ELECTRICAL DETAILSE004

PROPOSED ELECTRICAL SITE PLANE200

HANGAR J-4 POWER PLANE201

HANGAR J-4 LIGHTING PLANE401

LIGHTNING PROTECTION DETAILSE505

EXISTING SITE AND DEMOLITIONED101

C4.1 TAXILANE J-5 PROFILE

MARKING PLAN AND DETAILS

C5.1-C5.4 DRAINAGE DETAILS

C8.3

FLOOR SLAB AND FOUNDATION DETAILSC9.2

ELECTRICAL NOTESE003

PANEL SCHEDULESE005

HANGAR EXCLUSION ZONE DETAILE205

C6.1-C6.3 WATER LINE DETAILS

T-HANGAR FOUNDATION PLANSC9.1

C2.2T-HANGAR J-7 AND J-8 EXISTING CONDITIONS AND DEMOLITION PLAN

HANGAR J-5 POWER PLANE202

HANGAR J-7 POWER PLANE203

HANGAR J-8 POWER PLANE204

HANGAR J-5 LIGHTING PLANE402

HANGAR J-7 LIGHTING PLANE403

HANGAR J-8 LIGHTING PLANE404

EXTERIOR LIGHTING DETAILSE405

HANGAR J-4 LIGHTNING PROTECTIONE501

HANGAR J-5 LIGHTNING PROTECTIONE502

HANGAR J-7 LIGHTNING PROTECTIONE503

HANGAR J-8 LIGHTNING PROTECTIONE504

G1.1 SIGNATURE SHEET

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Date

: 7/25

/2017

6:57

AM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

G1.1

SIGNATURE SHEET

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED

AND THE SIGNATURE MUST BE VERIFIED ON THE ELECTRONIC DOCUMENTS.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS

IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

G2.1

- -

G3.1

G4.1

C1.1-C1.4

C2.1

C3.1

G5.1

C8.1

C7.1-C7.2

PROJECT LAYOUT PLAN

COVER SHEET

PHASING PLAN

GENERAL NOTES

TYPICAL SECTIONS

T-HANGAR J-4 AND J-5 EXISTING CONDITIONS AND DEMOLITION PLAN

T-HANGAR J-4 AND J-5 SITE PLAN

STORMWATER POLLUTION PREVENTION PLAN

T-HANGAR FLOOR PLANS

C3.2 T-HANGAR J-7 AND J-8 SITE PLAN

T-HANGAR FLOOR PLAN DETAILS

T-HANGAR ELEVATIONS

C8.2

C4.1 TAXILANE J-5 PROFILE

MARKING PLAN AND DETAILS

C5.1-C5.4 DRAINAGE DETAILS

C8.3-C8.4

FLOOR SLAB AND FOUNDATION DETAILSC9.2

C6.1-C6.3 WATER LINE DETAILS

T-HANGAR FOUNDATION PLANSC9.1

C2.2T-HANGAR J-7 AND J-8 EXISTING CONDITIONS AND DEMOLITION PLAN

SHEET INDEX

SHEET No. DESCRIPTION

G1.1 SIGNATURE SHEET

100+00 101+00 102+00 103+00103+18

10+

00

11

+0

01

2+

00

13

+00

14

+00

15

+00

15

+9

4

CL TAXIWAY F STA. 101+59.26=

CL TL J-5 STA. 10+00.00

N: 1115405.3232

E: 476586.9929

CLYDE JONES RD.

TALLEVAST RD.

TAXIWAY 'F'

TAXIWAY 'F'

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TAX

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CONTRACTOR'S ACESS GATE (35N)

TA

XILA

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'F

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TA

XILA

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'F

2'

TA

XILA

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'F

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TAXILANE 'H1'

TAXILANE 'H2'

HA

NG

AR

J-1

TA

XILA

NE

'J6'

TA

XILA

NE

'J5'

TA

XILA

NE

'J4'

HA

NG

AR

J-2

HA

NG

AR

J-6

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4

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WATER LINE EXTENSION

RUNWAY ℄EL. 24.3

(NAVD88)

R/W 4-22 PRIMARY

SURFACE AND OFA

3

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2

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2

5

0

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0

0

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0

0

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R/W 14-32 PRIMARY SURFACE

T-HANGAR BUILDING J-7

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1

4

-

3

2

PROJECT LIMITS

AREA = 12.38 AC

HA

NG

AR

J-3

T-HANGAR BUILDING J-8

T-HANGAR BUILDING J-5

T-HANGAR BUILDING J-4

BUILDING ROOF ELEV.=41.0

RUNWAY 4-22 PART 77 7:1 TRANSITIONAL SURFACE ELEV.=78.9

15 T

H S

TR

EE

T E

AS

T

FAA AIR TRAFFIC

CONTROL TOWER

(ATCT)

LAT: N27° 23' 58.58"

LONG: W82° 33' 06.03"

LAT: N27° 23' 59.78"

LONG: W82° 33' 08.23"

LAT: N27° 24' 05.14"

LONG: W82° 33' 13.32"

ELEV.= 38.05

ELEV.= 41.00

ELEV.= 41.00

LAT: N27° 23' 58.58"

LONG: W82° 33' 06.67"

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:08 AM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

G2.1

PROJECT LAYOUT

PLAN

0 30015075

CONTRACTOR'S STAGING AREA

LEGEND

CONTRACTOR'S HAUL ROUTE

BU

ILD

IN

G J-8

TA

XILA

NE

'J-6'

TAXILANE J-8

2

INSTALL TYPE II LOW PROFILE

BARRICADES DURING PHASE 2.

2

TA

XILA

NE

'J-7'

TA

XILA

NE

J-3

TYPE II LOW PROFILE BARRICADE DETAIL

LIMITS OF BASE BID

TAXIWAY 'F'

TAXIWAY 'F'

TA

XIW

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'H

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TA

XILA

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'F

1'

TA

XILA

NE

'F

2'

TA

XILA

NE

'F

3'

TAXILANE 'H1'

TAXILANE 'H2'

BU

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IN

G J-2

BU

ILD

IN

G J-6

TA

XILA

NE

'J5'

TA

XILA

NE

'J-4'

WATER LINE EXTENSION (ADDITIVE BID NO. 1)

CONTRACTOR PERSONNEL AND EQUIPMENT TO

REMAIN OUTSIDE A DISTANCE OF 32' FROM THE

TAXILANE J-1 CENTERLINE WHEN AIRCRAFT ARE

PRESENT.

PHASING NOTES:

PHASE 1

ALL WORK NOT INCLUDED IN PHASES 2, 3 AND 4.

THE CONTRACTOR SHALL HAVE THE ENTIRE CONTRACT

TIME TO PERFORM WORK IN THIS PHASE.

PHASE 2

ALL WORK WITHIN 32' OF THE TAXILANE J-8 CENTERLINE.

TAXILANE J-8 MUST BE CLOSED DURING THIS PHASE.

WORK IN THIS PHASE CANNOT BE PERFORMED

CONCURRENT WITH PHASES 2 OR 3.

PHASE 3

ALL WORK WITHIN 32' OF THE TAXILANE J-4 CENTERLINE.

PAVING WORK ON THIS PHASE CANNOT BEGIN UNTIL

THE FLOOR SLAB FOR BUILDING J-4 IS COMPLETE AND

CANNOT BE PERFORMED CONCURRENTLY WITH PHASES

3 OR 4.

PHASE 4

ALL WORK WITHIN 32' OF THE TAXILANE J-6 CENTERLINE.

PAVING WORK ON THIS PHASE CANNOT BEGIN UNTIL

THE FLOOR SLAB FOR BUILDING J-5 IS COMPLETE AND

CANNOT BE PERFORMED CONCURRENTLY WITH PHASES

2 OR 4.

DURING PHASES 2 AND 3 THE CONTRACTOR WILL

PROVIDE TENANTS OF BUILDINGS J-3 AND J-6,

RESPECTIVELY, UNRESTRICTED AIRCRAFT ACCESS TO

THEIR HANGAR. THIS WILL REQUIRE THE CONTRACTOR

TO CLEAR ALL PERSONNEL AND EQUIPMENT FROM

WITHIN 35' OF THE CENTERLINE OF TAXILANE J-4 OR J-6

PRIOR TO ANY AIRCRAFT OPERATION ON THE TAXILANE.

TENANTS WILL PROVIDE, THROUGH THE OWNER, 60

MINUTES NOTICE OF WHEN THEY WILL NEED TO ENTER

OR EXIT THEIR HANGAR WITH THEIR AIRCRAFT.

AT THE END OF EACH WORK DAY THE CONTRACTOR

SHALL REMOVE ALL EQUIPMENT FROM WITHIN 35' OF

THE TAXILANE CENTERLINE AND FILL ANY TRENCHES

AND GRADE THE GROUND SURFACE SMOOTH WITH NO

DROP-OFF AT THE EDGE OF PAVEMENT GREATER THAN

3".

EXIST. F.H.

BU

ILD

IN

G J-3

BU

ILD

IN

G J-1

TA

XILA

NE

J-1

TA

XILA

NE

J-2

BU

ILD

IN

G J-7

BU

ILD

IN

G J-5

BU

ILD

IN

G J-4

LIMITS OF ADDITIVE BID NO. 2

LIMITS OF ADDITIVE

BID NO. 3

2

CONTRACTOR'S HAUL ROUTE MAY REQUIRE IMPROVEMENT DUE

TO WET/MUDDY CONDITIONS. ANY IMPROVEMENTS MADE BY THE

CONTRACTOR MUST BE RESTORED TO ORIGINAL CONDITION AND

SODDED PER ITEM T-904 AT THE END OF THE PROJECT. THE

COST OF ANY IMPROVEMENTS AND RESTORATIONS SHALL BE

INCLUDED IN THE CONTRACT LUMP SUM PRICE FOR

MOBILIZATION.

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:11 AM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

G3.1

PHASING PLAN

0 1206030

LEGEND

CONTRACTOR'S STAGING

AND STOCKPILE AREA

CONTRACTOR'S HAUL AND

ACCESS ROUTE

PHASE 4 TYPE II LOW

PROFILE BARRICADES

2

TYPE II LOW PROFILE

BARRICADES IN PLACE FOR

DURATION OF PROJECT

PHASE 1

PHASE 2

PHASE 3

PHASE 4

NOTES:

1. THE CONTRACTOR IS TO COMPLY WITH

THE CONSTRUCTION SAFETY AND

PHASING PLAN (CSPP) CONTAINED IN

APPENDIX E OF THE PROJECT MANUAL

AND MUST PREPARE A SAFETY PLAN

COMPLIANCE DOCUMENT (SPCD) FOR

APPROVAL BY THE FAA AS OUTLINED IN

THE CSPP.

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17 10

:13 AM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

G4.1

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 72 HOURS 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. 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.

5. THE CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS FOR ASPHALT AND OR

CONCRETE BATCH PLANT LOCATIONS WHICH MUST BE LOCATED OFF AIRPORT PROPERTY.

6. 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.

7. 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.

8. EXISTING EASEMENTS TO OTHER PROPERTIES SHALL BE MAINTAINED AT ALL TIMES.

9. 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.

10. 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 SODDED PER ITEM T-904 UPON COMPLETION OF THE PROJECT.

11. 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.

12. THE CONTRACTOR SHALL MAINTAIN SECURITY WITHIN THE PROJECT SITE AT ALL TIMES.

NO UNAUTHORIZED PERSONNEL SHALL BE ALLOWED ON THE SITE.

13. 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.

14. THE CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY FOR THE COMPLETION OF

THIS PROJECT.

15. 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.

16. 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.

17. ALL DISPUTES ARISING FROM THE CONTRACTOR SHALL BE DECIDED BY THE ENGINEER,

WHOSE DECISION SHALL BE FINAL.

18. 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.

19. 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

20. 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 G1.1.

21. 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.

22. 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.

23. 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.

24. 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.

25. 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.

26. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING ALL PERMANENT

AND TEMPORARY UTILITY CONNECTIONS TO THE STAGING AREA.

MOVEMENT ON AIRFIELD

27. 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.

28. 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.

29. NO CONTRACTOR VEHICLES, EQUIPMENT, OR PERSONNEL SHALL CROSS OR BE WITHIN

ANY RUNWAY OBSTACLES FREE ZONE (ROFZ) OR WITHIN ANY TAXIWAY OBJECT FREE

AREA (TOFA) 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.

30. ALL VEHICLES USED ON THE AIRFIELD SHALL MEET FAA REQUIREMENTS FOR MARKINGS

AND LIGHTING. (SEE AC 150/5210-5D).

31. 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.

32. 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

33. PRIOR TO DIGGING ANY TRENCHES, THE CONTRACTOR SHALL NOTIFY ALL UTILITIES

(ELECTRIC, GAS, TELEPHONE, WATER, SEWER) AND OBTAIN LOCATIONS OF

UNDERGROUND UTILITIES.

34. 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.

35. 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.

36. 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.

CONSTRUCTION STAKE-OUT

37. CONSTRUCTION STAKE-OUT SHALL BE PERFORMED BY CONTRACTOR IN ACCORDANCE

WITH ARTICLE 50-06 OF THE CONTRACT GENERAL PROVISIONS. 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.

38. PROJECT CONTROL: THIS PROJECT WAS PERFORMED IN THE FOLLOWING HORIZONTAL

AND VERTICAL DATUMS:

HORIZONTAL DATUM: NORTH AMERICAN DATUM (NAD '83/'11), FLORIDA STATE PLANE

COORDINATES, FLORIDA WEST ZONE.

39. THE FOLLOWING NGS CONTROL MONUMENTS WERE UTILIZED AS THE HORIZONTAL BASIS

FOR THIS PROJECT:

“SRQ ARP” NORTHING 1113792.94 EASTING 476430.80

“SAR 0104” NORTHING 1108380.84 EASTING 478781.18

40. COORDINATES FOR THESE MONUMENTS WERE OBTAINED VIA NOAA OPUS SHARED

SOLUTION.

41. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD '88). (ADD 1.00' TO

CONVERT TO NGVD 29)

42. THE FOLLOWING NGS CONTROL MONUMENTS WERE UTILIZED AS THE VERTICAL BASIS FOR

THIS PROJECT: "C-700” ELEVATION 22.93' “SAR 0104 ELEVATION 18.73'

QUALITY CONTROL NOTES

43. CONTRACTOR SHALL BE REQUIRED TO SUBMIT A QUALITY CONTROL PLAN FOR ALL WORK

ITEMS THAT REQUIRE QUALITY CONTROL, QUALITY ASSURANCE, MATERIAL VERIFICATION,

DENSITY TESTS, AND ALL FIELD AND LABORATORY TESTS REQUIRED BY THE CONTRACT

SPECIFICATIONS. CONTRACTOR SHALL PROVIDE FULL QUALITY CONTROL TESTING BY

CERTIFIED FIRMS/INDIVIDUALS.

44. WITHIN 10 DAYS OF NOTIFICATION OF INTENT TO AWARD, THE CONTRACTOR SHALL

SUBMIT THREE (3) COPIES OF A WRITTEN QUALITY CONTROL PLAN. THE CONTRACTOR

SHALL DESIGNATE A QUALITY CONTROL OFFICER RESPONSIBLE FOR THE QUALITY OF

CONSTRUCTION AND SHALL INCLUDE AN ORGANIZATIONAL CHART DESIGNATING QUALITY

CONTROL RESPONSIBILITIES. THE PLAN SHALL ENCOMPASS A PROGRAM OF QUALITY

CONTROL ACTIVITIES FOR THE PROJECT AS A WHOLE, AS WELL AS SPECIFIED

PROCEDURES FOR EACH ELEMENT OF WORK. SEE SECTION 1400 QUALITY REQUIREMENTS

AND TESTING LABORATORY SERVICES IN THE PROJECT MANUAL FOR ADDITIONAL

INFORMATION.

45. FOR EACH MAJOR ELEMENT OF WORK, THE CONTRACTOR SHALL DESCRIBE IN THE

QUALITY CONTROL PLAN PRELIMINARY INSPECTION PROCEDURES TO BE ACCOMPLISHED

PRIOR TO START UP, PROGRESS INSPECTION PROCEDURES TO MONITOR THE WORK IN

PROGRESS, AS WELL AS FINAL INSPECTIONS TO VERIFY ALL TESTS HAVE BEEN

PERFORMED AND ARE PASSING, AND ALL CONDITIONS OF THE SPECIFICATIONS HAVE

BEEN MET.

46. THE CONTRACTOR SHALL BEAR THE COST OF, AND BE RESPONSIBLE FOR ALL "QUALITY

CONTROL". OWNER WILL PROVIDE "QUALITY ASSURANCE" TESTING.

LIQUIDATED DAMAGES

47. LIQUIDATED DAMAGED AS PRESCRIBED IN THE SECTION 01010 "SUMMARY OF WORK" OF

THE CONTRACT DOCUMENTS SHALL BE ASSESSED FOR EACH DAY BEYONG THE SPECIFIED

CONTRACT TIME THE ENTIRE PROJECT IS NOT SUBSTANTIALLY COMPLETE AND READY

FOR USE BY THE OWNER.

STORMWATER POLLUTION PREVENTION PLAN

1. SILT FENCING 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 INLET

PROTECTION 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.

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.

4. ANY ACCUMULATIONS OF SEDIMENT IN EXISTING STORMWATER BASINS SHALL BE REMOVED AT THE END

OF THE PROJECT AND THE AREA SODDED AS DIRECTED BY THE ENGINEER.

AT CORNERS

GATHER EXCESS

WITH GRATE

DROP INLET

FRAME

BURIED FABRIC

FILTER FABRIC

N.T.S.

STAKE

12'

2 x 4" WOOD FRAME

2'-6"

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:14 AM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

G5.1

STORMWATER POLLUTION

PREVENTION PLAN

TAXIDRIVE

(28.5' NOM.)

34' NOMINAL

(OUT-TO OUT

WALL COLUMN)

TAXIDRIVE

(28.5' NOM.)

12

1

12

1

1. CONTRACTOR SHALL SURVEY POINTS ALONG

THIS LINE FOR VERIFICATION OF PROPOSED

FINISHED FLOOR ELEVATION PRIOR TO

STARTING THE WORK.

NOTES

12' MIN. CLEAR

OPENING (TYP.)

0.0%

0.0%

10'10'

SLOPE

VARIES

10'

TAXIDRIVE

27' (NOM.)

ROOF VENT

6" METAL CHANNEL

ANCHORED TO FLOOR

BETWEEN EACH UNIT.

FOUNDATION DESIGN

SHALL BE PROVIDED

BY THE CONTRACTOR'S

ENGINEER

4" SUBBASE (P-154)

BIFOLD DOOR

6 mil POLYETHYLENE VAPOR BARRIER

℄ TAXILANE J-5

TAXILANE J-5

BIFOLD DOOR

INTERIOR COLUMN

10'

℄ TAXILANE J-4 OR J-6

4" CONC. SLAB

(P-610)

F.F.EL. = 20.55

2" TYPE SP-12.5 ASPHALT SURFACE COURSE (FDOT 334)

PRIME COAT (FDOT 300)

6" STABILIZED SUBGRADE (FDOT 160)

10'10'

3

4

" (TYP)

EL. = 20.30

EL. = 20.20

34' NOMINAL

(OUT-TO OUT

WALL COLUMN)

TAXIDRIVE

(27' NOM.)

12

1

12

1

12' MIN. CLEAR

OPENING (TYP.)

ROOF VENT

6" METAL CHANNEL

ANCHORED TO

FLOOR

BETWEEN EACH

UNIT. SEE DETAIL

ON SHEET C8.2.

BIFOLD DOOR

BIFOLD DOOR

INTERIOR COLUMN

4" CONC. SLAB

(P-610)

F.F.EL.= 20.55

10' 10'

℄ TAXILANE J-4 OR J-6 ℄ TAXILANE J-5

TYPICAL SECTION- T-HANGAR BUILDING J-5

N.T.S.

BUILDING J-4

N.T.S.

TYPICAL SECTION - T- HANGAR

2" TYPE SP-12.5 ASPHALT SURFACE COURSE (FDOT 334)

PRIME COAT (P-602)

LIMEROCK BASE COURSE (P-211)

6" STABILIZED SUBGRADE (P-160)

2" TYPE SP-12.5 ASPHALT SURFACE COURSE (FDOT 334)

PRIME COAT (P-602)

LIMEROCK BASE COURSE (P-211)

6" STABILIZED SUBGRADE (P-160)

EXIST. LIMEROCK BASE

EXIST. ASPHALT

SURFACE

SLOPE

VARIE

S

EXIST. LIMEROCK BASE

2" TYPE SP-12.5 ASPHALT CONCRETE (FDOT 334)

PRIME COAT (P-602)

LIMEROCK BASE COURSE (P-211)

6" STABILIZED SUBGRADE (P-160)

10'

0.0%

EL. = 20.20

10'

0.0%

SEE PAVEMENT

TIE-IN DETAIL

SEE PAVEMENT

TIE-IN DETAIL

EXIST. ASPHALT

SURFACE

EXIST. STAB. SUBGRADE

EXIST. STAB. SUBGRADE

COMPACTED SUBGRADE (P-152)

FOUNDATION DESIGN SHALL

BE PROVIDED

BY THE CONTRACTOR'S

ENGINEER

4" SUBBASE (P-154)

COMPACTED SUBGRADE (P-152)

COMPACTED SUBGRADE (P-152)

COMPACTED SUBGRADE (P-152)

LIMEROCK BASE COURSE (P-211)

EL. = 20.30

3

4

" (TYP)

0.0%0.0%

G

R

A

D

E

T

O

I

N

L

E

T

1.0

%

1.5%

6 mil POLYETHYLENE

VAPOR BARRIER

1.0

%

1.0

%

G

R

A

D

E

T

O

I

N

L

E

T

1.5%

1.0%

MATCH EXIST. GRADE

(SEE NOTE 1)

MATCH EXIST. GRADE

(SEE NOTE 1)

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Date

: 7/24

/2017

10:43

AM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

C1.1

TYPICAL SECTIONS

58' NOMINAL

OUT-TO-OUT OF

WALL COLUMN

12

1

12

1

18'

0.0%

14' MIN. CLEAR

OPENING

TAXIDRIVE ℄28.5' NOM.

12.5'

ROOF VENT

6" METAL CHANNEL

ANCHORED TO

FLOOR BETWEEN

EACH UNIT. SEE

DETAIL ON SHEET

C8.2.

SINGLE PANEL

HYDRAULIC DOOR

(END UNITS ONLY)

12.5'

℄ EXIST. TAXILANE

INTERIOR COLUMNS

BIFOLD DOOR

6 mil POLYETHYLENE VAPOR BARRIER

℄ EXIST. TAXILANE

TAXIDRIVE

℄28.5' NOM.

12.5'

SLOPE

VARIES

SLOPE

VARIES

SLOPE

VARIE

S

LIMEROCK BASE COURSE (P-211)

PRIME COAT (P-602)

2" TYPE SP-12.5 ASPHALT SURFACE COURSE (FDOT 334)

6" STABILIZED SUBGRADE (P-160)

4" CONC.

SLAB (P-610)

F.F.EL. = 21.40

2" TYPE SP-12.5 ASPHALT SURFACE COURSE (FDOT 334)

PRIME COAT (P-602)

LIMEROCK BASE COURSE (P-211)

6" STABILIZED SUBGRADE (FDOT 160)

FOUNDATION DESIGN SHALL BE PROVIDED

BY THE CONTRACTOR'S ENGINEER

16' MIN.

OPENING

TYPICAL TIE-IN TO EXIST PAVEMENT

N.T.S.

COST OF THIS WORK TO BE CONSIDERED INCIDENTAL

TO VARIOUS OTHER ITEMS OF WORK.

VERTICAL SAWCUT AT

EDGE OF ASPHALT

SUFACE REMOVAL

2" DEPTH

E

X

IS

T

. A

S

P

H

A

LT

E

X

IS

T

. LIM

E

R

O

C

K

B

A

S

E

S

LO

P

E

V

A

R

IE

S

2' MIN.

ASPHALT

SURFACE

REMOVAL

2" TYPE SP-12.5 ASPHALT SURFACE COURSE

(FDOT 334) PLACED IN 2 EQUAL LIFTS

PAVEMENT CUT - SEE NOTE 1.

EXISTING ASPHALT AND BASE REMOVAL

6" STABILIZED SUBGRADE (P-160)

LIMEROCK BASE COURSE (P-211)

12"

TACK COAT (P-603) ON

SAWCUT SURFACES

BUILDINGS J-7 & J-8

N.T.S.

6X6- W1.4 X W1.4

WELDED WIRE

MESH (P-610)

T-HANGAR

4" SAND SUBBASE (P-154)

12.5'

3

4

" (TYP.)

0.0%

SLOPE

VARIE

S

0.0%

COMPACTED SUBGRADE (P-152)

COMPACTED SUBGRADE (P-152)

PIPE BEDDING AND TRENCH THROUGH EXIST. ASPHALT PAVEMENT DETAIL

SEE PAVEMENT TIE-IN DETAIL

SEE PAVEMENT TIE-IN DETAIL

1. CONTRACTOR SHALL SURVEY POINTS ALONG

THIS LINE FOR VERIFICATION OF PROPOSED

FINISHED FLOOR ELEVATION PRIOR TO

STARTING THE WORK.

NOTES

MATCH EXIST. GRADE

(SEE NOTE 1)

MATCH EXIST. GRADE

(SEE NOTE 1)

PROPOSED INLINE

INLET STRUCTURE

SOD SLOPE

SLO

PE

VA

RIE

S

S

L

O

P

E

V

A

R

I

E

S

S

L

O

P

E

V

A

R

IE

S

NEW OR EXIST.

TAXILANE PAVEMENT

GRADE FROM CONC. APRON TO EXIST.

TAXILANE WHERE THER IS NO INLET.

WELDED WIRE FABRIC

4X4 - W1.4XW1.4 IN CENTER OF SLAB

4" CONC. APRON

1.5"

1

%

BLDG J-4 & J-5 F.F.

18"

TYPICAL SECTION BETWEEN TAXIDRIVES - BUILDINGS J-4 AND J-5

N.T.S.

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-C1.2

-(TYP

SECT

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).dwg

Date

: 7/24

/2017

10:47

AM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

C1.2

TYPICAL SECTIONS

File P

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-C1.4

-(TYP

SECT

IONS

).dwg

Date

: 7/24

/2017

10:53

AM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

C1.3

TYPICAL SECTIONS

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-C1.4

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SECT

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).dwg

Date

: 7/26

/2017

8:20

AM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

C1.4

TYPICAL SECTIONS

(TO BE REMOVED)

(TO BE REMOVED)

13

' (M

AX

.)

TO BE REMOVED (TYP. FOR 27)

(TO BE REMOVED)

(TO BE REMOVED)

(TO BE REMOVED)

TO BE REMOVED

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-(EXIS

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COND

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S & D

EMOL

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PLAN

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20/20

17 8:

30 AM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

C2.1

T-HANGAR J-4 AND J-5

EXISTING CONDITIONS AND

DEMOLITION PLAN

0 603015

MATCH LINE SHEET C1.2

NOTES:

1. SEE SHEET C2.2 FOR LEGEND.

2. ELEVATIONS BASED ON NAVD '88.

TO BE CAPPED

TO BE REMOVED

TO BE REMOVED

File P

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-(EXIS

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COND

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S & D

EMOL

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PLAN

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20/20

17 8:

30 AM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

LEGEND

SOIL BORING LOCATION

BENCH MARK

PAVEMENT TIE-IN

0 603015

MATCH LINE SHEET C1.1

C2.2

T-HANGAR J-7 AND J-8

EXISTING CONDITIONS AND

DEMOLITION PLAN

PAVEMENT REMOVAL

REMOVAL

STRUCTURE # ELEVATION DESCRIPTION STRUCTURE # ELEVATION DESCRIPTION

1463 21.04 RIM 2445 19.38 RIM13.49 36" RCP NORTH 16.59 PVC WEST13.52 36" RCP SOUTH14.83 15" RCP WEST 2449 19.43 RIM14.84 15" RCP EAST 16.68 PVC WEST

1404 19.92 RIM 2478 19.67 RIM15.57 15" RCP EAST 15.27 15" RCP WEST15.57 15" RCP WEST 15.14 15" RCP EAST

1326 19.9 RIM 2438 19.17 RIM16.83 15" RCP EAST 16.37 PVC WEST16.75 15" RCP WEST

2129 21.04 RIM1292 17.82 15" RCP WEST 16.21 BOTTOM 8" VERTICAL PVC PIPE

2108 20.92 RIM1779 19.54 RIM 16.26 BOTTOM 8" VERTICAL PVC PIPE

15.05 18" RCP EAST 2105 20.9 RIM15.09 18" RCP WEST 16.27 BOTTOM 8" VERTICAL PVC PIPE

2103 21.23 RIM1200 20.01 RIM 16.28 BOTTOM 8" VERTICAL PVC PIPE

15.8 18" RCP WEST 2094 21.19 RIM17.66 15" RCP SOUTH 16.39 BOTTOM 8" VERTICAL PVC PIPE17.28 6" PVC SOUTH 2091 20.91 RIM

16.58 BOTTOM 8" VERTICAL PVC PIPE1340 20.08 RIM 2085 20.88 RIM

17.41 15" RCP NORTH 16.77 BOTTOM 8" VERTICAL PVC PIPE17.41 6" PVC NORTH 2288 20.8 RIM

17.04 BOTTOM 8" VERTICAL PVC PIPE2500 20.02 RIM 2282 21.01 RIM

17.6 15" RCP NORTH 16.85 BOTTOM 8" VERTICAL PVC PIPE17.48 6" PVC NORTH 2274 20.72 RIM17.47 6" PVC SOUTH 16.74 BOTTOM 8" VERTICAL PVC PIPE

2270 20.89 RIM2501 20.01 RIM 16.67 BOTTOM 8" VERTICAL PVC PIPE

17.36 15" RCP NORTHEAST 2261 21.05 RIM17.36 15" RCP SOUTH 16.63 BOTTOM 8" VERTICAL PVC PIPE17.46 6" PVC NORTH 2258 20.8 RIM

16.53 BOTTOM 8" VERTICAL PVC PIPE2493 19.91 RIM 2248 20.85 RIM

17.26 15" RCP SOUTHEAST 16.51 BOTTOM 8" VERTICAL PVC PIPE17.36 15" RCP SOUTHWEST 2247 21.12 RIM

16.44 BOTTOM 8" VERTICAL PVC PIPE2416 19.43 RIM 2402 20.83 RIM

16.96 PVC WEST = 15.50 16.22 BOTTOM 8" VERTICAL PVC PIPE2389 20.76 RIM

2419 19.6 RIM 16.29 BOTTOM 8" VERTICAL PVC PIPEPVC WEST = 16.94 2386 20.98 RIM

16.43 BOTTOM 8" VERTICAL PVC PIPE2432 20.23 RIM 2377 20.95 RIM

12.81 36" RCP NORTH 16.46 BOTTOM 8" VERTICAL PVC PIPE13.03 36" RCP SOUTH 2374 20.91 RIM

16.51 BOTTOM 8" VERTICAL PVC PIPE2464 12.93 36" RCP SOUTH 2365 20.88 RIM

16.61 BOTTOM 8" VERTICAL PVC PIPE2431 19.51 RIM 2362 20.89 RIM

16.52 PVC WEST 16.64 BOTTOM 8" VERTICAL PVC PIPE2353 20.96 RIM

2439 20.13 RIM 16.69 BOTTOM 8" VERTICAL PVC PIPE14.13 18" RCP EAST 2350 20.97 RIM12.93 36" RCP SOUTH 16.79 BOTTOM 8" VERTICAL PVC PIPE12.84 36" RCP NORTH 2344 21.11 RIM

16.96 BOTTOM 8" VERTICAL PVC PIPE

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

R

1

0

.

0

0

'

T

Y

P

.

100+00

101+00

102+00

103+00 103+18

10+

00

11

+0

0

12+

00

13+

00

14

+0

0

15

+0

0

15

+9

4

CL TAXIWAY F STA. 101+59.26=

CL TL J-5 STA. 10+00.00

N: 1115405.3232

E: 476586.9929

8.00'

TY

P.

8.00'

TY

P.

20.00'

℄ NEW T-HANGAR BUILDING "J-5"

F.F ELEV = 20.55

℄ NEW T-HANGAR BUILDING "J-4"

F.F. ELEV = 20.55

13

' (M

AX

.)

IP IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

8'

S-1

S-2S-3

S-4

S-5

S-6

S-7

S-8

S-9

S-10

S-16

S-14

IP

S-15

S-13

S-12

S-11

S-17

S-4A

S-18

S-19 E

L

.

2

0

.

2

5

E

L

.

2

0

.

3

5

E

L. 20.25

GRADE TO

INLET (TYP.)

PROPOSED 8" PVC

WATER LINE EXTENSION

LIMITS OF

CONSTRUCTION

AND SODDING

LIMITS OF

CONSTRUCTION

AND SODDING

REMOVE AND REPLACE EXIST.

CONC. SIDEWALK AS NEEDED

TO INSTALL WATER LINE

EXTEND DIRECTIONAL

BORE UNDER RCP AND

INLET STRUCTURE

INSTALL WATER LINE USING

DIRECTIONAL BORE UNDER

EXISTING PAVEMENT

INSTALL WATER LINE USING

DIRECTIONAL BORE UNDER

EXISTING PAVEMENT

INSTALL WATER LINE USING

DIRECTIONAL BORE UNDER

ALL EXISTING PAVEMENT

CONNECT NEW 8" WATER

LINE TO EXIST. 8" WATER

LINE (DRY TAP)

N 1115497.43

E 476644.32

N 1115499.23

E 476532.46

N 1115952.85

E 476538.87

N 1115951.08

E 476650.74

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ath: Y:

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17 12

:01 PM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

C3.1

T-HANGAR J-4 AND J-5

SITE PLAN

0 603015

MATCH LINE SHEET C3.2

NOTES:

1. SEE SHEET C3.2 FOR LEGEND

R

1

0

.

0

0

'

T

Y

P

.

R

1

0

.

0

0

'

T

Y

P

.

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

10

.00

'

TY

P.

10

.0

0'

TY

P.

12

.5

0'

12

.5

0'

12

.5

0'

12

.5

0'

12

.5

0'

12

.5

0'

12

.5

0'

12

.5

0'

PROPOSED 8" PVC

WATER LINE EXTENSION

LIMITS OF

CONSTRUCTION

AND SODDING

PROP. FIRE

HYDRANT

ASSEMBLY

N 1115274.27

E 477254.14

INSTALL NEW 12" INLINE INLET WITH

PERFORATED CPP AND FILTER

PROP. FIRE HYDRANT ASSEMBLY

N 1115279.81

E 477018.28

REMOVE EXIST. 10"

INLINE INLET AND

ADAPTER. REPLACE

WITH NEW 12" INLINE

GRATE ASSEMBLY,

12"x8" ADAPTER AND

6" CONCRETE COLLAR

(TYP. FOR 23).

INSTALL WATER LINE UNDER

EXIST. PAVEMENT USING

DIRECTIONAL BORE

EXTEND EXIST.

12" CPP 16 LF

EXTEND INLET

PROTECTION AROUND

STONE BED OVER

EXIST. PIPE (8' EITHER

SIDE OF INLET). COVER

STONE BED WITH

PLASTIC OR OTHER

APPROVED MATERIAL

UNTIL COMPLETION OF

SODDING. (TYP. FOR 23)

IP

N 1114955.12

E 477000.37

N 1115255.77

E 477003.97N 1115254.08

E 477144.08

N 1114833.44

E 477138.97

℄ NEW T-HANGAR

BUILDING "J-7"

F.F ELEV = 21.40

℄ NEW T-HANGAR

BUILDING "J-8"

F.F. ELEV = 21.40

INSTALL WATER

LINE UNDER EXIST.

PAVEMENT USING

DIRECTIONAL BORE

A

A

P

E

R

I

M

E

T

E

R

R

O

A

D

T

A

X

I

W

A

Y

"

D

"

LIMITS OF

CONSTRUCTION

PROPOSED 8" PVC

WATER LINE EXTENSION

INSTALL WATER LINE UNDER

EXIST. PAVEMENT USING

DIRECTIONAL BORE

PROP. FIRE HYDRANT ASSEMBLY

N 1114567.32

E 477099.51

4

%

EXIST.

SERVICE RD.

SECTION A - A

N.T.S.

6'

BLDG. J-8 F.F.

1

4

1

4

36" MIN.

PROPOSED

WATER LINE

EL. 20.10

1.5"

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17 8:

33 AM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

C3.2

T-HANGAR J-7 & J-8

SITE PLAN

0 603015

MATCH LINE SHEET C3.1

LEGEND

NEW BITUMINOUS PAVEMENT

SOIL BORING LOCATION

NEW STORM DRAIN INLET

TEMPORARY SILT FENCE

BENCH MARK

IP

INLET PROTECTION

NEW PVC WATER LINE

PAVEMENT TIE-IN

NEW STORM DRAIN MANHOLE

NEW FIRE HYDRANT

NEW CONC. SIDEWALK

MATCH LINE SEE THIS SHEET (BOTTOM)

MATCH LINE SEE THIS SHEET (TOP)

NOTE:

WATER LINE IS TO CROSS UNDER

STORM DRAIN PIPE WITH 12" MIN.

CLEARANCE

E

L

. 2

0

.2

5

PROPOSED SPOT ELEVATION

L

EN

D P

RO

P. C

BE

GIN

P

RO

P. C

L

TIE

T

O E

XIS

T. P

VM

NT

TIE

T

O E

XIS

T. P

VM

NT

11+00

20

.4

0

20

.3

0

12+00

20

.3

0

20

.3

0

13+00

20

.3

0

20

.3

0

14+00

20

.3

0

20

.3

0

15+00

20

.3

0

19

.7

9

-0.000%

-1.279%

-1.438%

PV

I 1

0+

64

.6

6

EL

EV

=

2

0.9

1

PV

I 1

1+

07

.2

0

EL

EV

=

2

0.3

0

PV

I 1

5+

10

.0

0

EL

EV

=

2

0.3

0

PV

I 1

5+

59

.6

6

EL

EV

=

1

9.6

6

L

PROP. C ELEV.

PROPOSED CENTERLINE

PROFILE GRADE

ST

A.

10+

00.00

CL T

/W

"F

"

File P

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17 AM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

C4.1

TAXILANE "J-5"

PROFILE

HORIZ. SCALE

VERT. SCALE

14

16

18

20

22

24

26

14

16

18

20

22

24

26

TAXILANE "J-5" PROFILE

28

28

¾

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-(DRA

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E DET

AILS)

.dwg

Date

: 7/20

/2017

9:18

AM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

DRAINAGE DETAILS

C5.1

DUCTILE IRONNYLOPLAST

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Date

: 7/20

/2017

9:19

AM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

DRAINAGE DETAILS

C5.2

File P

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-C5.4

-(DRA

INAG

E DET

AILS)

.dwg

Date

: 7/20

/2017

9:19

AM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

DRAINAGE DETAILS

C5.3

File P

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-(DRA

INAG

E DET

AILS)

.dwg

Date

: 7/20

/2017

9:20

AM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

DRAINAGE DETAILS

C5.4

File P

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22 AM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

WATER LINE DETAILS

C6.2

REQUIRED LENGTH OF RESTRAINED JOINT PIPEFOR DR-18 PVC PIPE

REQUIRED LENGTH OF RESTRAINED JOINT PIPEFOR DIP (POLY-WRAPPED)

REQUIRED LENGTH OF RESTRAINED JOINT PIPEFOR DIP (NON-WRAPPED)

File P

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22 AM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

WATER LINE DETAILS

C6.3

File P

ath: Y:

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-(WAT

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17 9:

21 AM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

WATER LINE DETAILS

C6.1

NEW 6" WIDE REFLECTIVE

YELLOW TAXILANE

CENTERLINE STRIPE (TYP.)

NE

W T

-H

AN

GA

R B

UIL

DIN

G "J-4

"

NE

W T

-H

AN

GA

R B

UIL

DIN

G "J-5

"

C T

AX

IL

AN

E J-5

L

TAXIWAY HOLDING

POSITION MARKING (TYP.)

SEE SHEET C6.2 FOR DETAILS

REMOVE EXIST. TAXIWAY HOLDING

POSITION MARKINGS (TYP. FOR 4)

MATCH EXIST.

CENTER LINE STRIPE

TIE NEW CENTERLINE

TO EXIST. T/W CENTER

LINE STRIPE (TYP.)

STOP TAXI DRIVE CENTERLINE

STRIPES AT EXIST. TAXILANE

CENTERLINE (TYP.)

NEW 6" WIDE REFLECTIVE

YELLOW TAXIDRIVE

CENTERLINE STRIPES (TYP.)

YELLOW RETROREFLECTIVE

AIRCRAFT

HOLDING

SIDE

TAXIWAY HOLDING POSITION MARKING

3'3'

12"

12"

TAXIWAY/TAXILANE

CENTERLINE MARKING 6"

YELLOW RETROREFLECTIVE

PAINT 36" WIDE BLACK

STRIPE CENTERED ON

HOLD BAR PRIOR TO

PAINTING HOLD BAR

AREA MARKING TO

PROVIDE 12" MIN.

BLACK BORDER.

12"

12"

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"

(T

YP

.)

TAXIWAY CENTERLINE

File P

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25 AM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

C7.1

MARKING PLAN

AND DETAILS

0 603015

P

E

R

I

M

E

T

E

R

R

O

A

D

NE

W T

-H

AN

GA

R B

UILD

IN

G "J-7"

NEW 6" WIDE REFLECTIVE

YELLOW TAXIDRIVE

CENTERLINE STRIPES (TYP.)

STOP TAXI DRIVE

CENTERLINE STRIPES AT

EXIST. TAXILANE

CENTERLINE (TYP.)

NE

W T

-H

AN

GA

R B

UILD

IN

G "J-8"

File P

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25 AM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

C7.2

MARKING PLAN

AND DETAILS

0 603015

FLOOR PLAN BUILDINGS J-4 AND J-5 (14 UNITS EACH, 28 TOTAL)

FLOOR PLAN BUILDING J-7 (10 UNITS)

FLOOR PLAN BUILDING J-8 (15 UNITS)

File P

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23 AM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

C8.1

T-HANGAR

FLOOR PLANS

THIS IS A SCHEMATIC DRAWING AND IS NOT

FOR CONSTRUCTION. IT IS FOR

INFORMATION ONLY FOR THE PURPOSE OF

BIDDING. THE CONTRACTOR IS TO PROVIDE

FINAL CONSTRUCTION DRAWINGS

INCLUDING FOUNDATIONS SIGNED AND

SEALED BY A PROFESSIONAL ENGINEER

REGISTERED IN THE STATE OF FLORIDA

CERTIFYING THE DESIGN MEETS

APPLICABLE WIND LOAD CODES AND ALL

OTHER APPLICABLE STATE AND LOCAL

BUILDING CODES AND REQUIREMENTS AND

IS RESPONSIBLE FOR OBTAINING ALL

REQUIRED BUILDING PERMITS.

T-HANGAR

FLOOR PLAN DETAILS

C8.2File P

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OOR

PLAN

DET

AILS)

.dwg

Date

: 7/26

/2017

8:39

AM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

THIS IS A SCHEMATIC DRAWING AND IS NOT

FOR CONSTRUCTION. IT IS FOR

INFORMATION ONLY FOR THE PURPOSE OF

BIDDING. THE CONTRACTOR IS TO PROVIDE

FINAL CONSTRUCTION DRAWINGS

INCLUDING FOUNDATIONS SIGNED AND

SEALED BY A PROFESSIONAL ENGINEER

REGISTERED IN THE STATE OF FLORIDA

CERTIFYING THE DESIGN MEETS

APPLICABLE WIND LOAD CODES AND ALL

OTHER APPLICABLE STATE AND LOCAL

BUILDING CODES AND REQUIREMENTS AND

IS RESPONSIBLE FOR OBTAINING ALL

REQUIRED BUILDING PERMITS.

ELEVATION VIEW (EAST AND WEST)- BUILDINGS J-4 AND J-5

ELEVATION VIEW (EAST AND WEST)- BUILDINGS J-7

ELEVATION VIEW (WEST)- BUILDINGS J-8ELEVATION VIEW (WEST)- BUILDINGS J-8

ELEVATION VIEW (EAST)- BUILDINGS J-8

END ELEVATION VIEW - BUILDINGS J-4 AND J-5

J-4

END ELEVATION VIEW - BUILDINGS J-7 AND J-8

J-7

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(T-H

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R EL

EVAT

IONS

).dwg

Date

: 7/26

/2017

8:43

AM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

C8.3

T-HANGAR

ELEVATIONS

0 402010

0 402010

0 402010

0 402010

0 20105

0 20105

THIS IS A SCHEMATIC DRAWING AND IS NOT

FOR CONSTRUCTION. IT IS FOR

INFORMATION ONLY FOR THE PURPOSE OF

BIDDING. THE CONTRACTOR IS TO PROVIDE

FINAL CONSTRUCTION DRAWINGS

INCLUDING FOUNDATIONS SIGNED AND

SEALED BY A PROFESSIONAL ENGINEER

REGISTERED IN THE STATE OF FLORIDA

CERTIFYING THE DESIGN MEETS

APPLICABLE WIND LOAD CODES AND ALL

OTHER APPLICABLE STATE AND LOCAL

BUILDING CODES AND REQUIREMENTS AND

IS RESPONSIBLE FOR OBTAINING ALL

REQUIRED BUILDING PERMITS.

FOUNDATION PLAN BUILDINGS J-4 AND J-5 (14 UNITS EACH, 28 TOTAL)

FOUNDATION PLAN BUILDING J-7 (10 UNITS)

FOUNDATION PLAN BUILDING J-8 (15 UNITS)

File P

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ANGA

R FO

UNDA

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17 8:

14 AM

Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

C9.1

T-HANGAR

FOUNDATION PLANS

THIS IS A SCHEMATIC DRAWING AND IS NOT FOR CONSTRUCTION. IT IS

FOR INFORMATION ONLY FOR THE PURPOSE OF BIDDING. THE

CONTRACTOR IS TO PROVIDE FINAL CONSTRUCTION DRAWINGS

INCLUDING FOUNDATIONS SIGNED AND SEALED BY A PROFESSIONAL

ENGINEER REGISTERED IN THE STATE OF FLORIDA CERTIFYING THE

DESIGN MEETS APPLICABLE WIND LOAD CODES AND ALL OTHER

APPLICABLE STATE AND LOCAL BUILDING CODES AND REQUIREMENTS

AND IS RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING PERMITS.

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\Saras

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Drawing Name:

DateNo. Description By

REVISIONS

5550 WEST IDLEWILD AVE. SUITE 102

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JULY 2017

Project Name:

T-HANGAR

REPLACEMENT

JAMES N. GOODWIN

FL P.E. NO. 40995

THIS IS A SCHEMATIC DRAWING AND IS NOT FOR CONSTRUCTION. IT IS

FOR INFORMATION ONLY FOR THE PURPOSE OF BIDDING. THE

CONTRACTOR IS TO PROVIDE FINAL CONSTRUCTION DRAWINGS

INCLUDING FOUNDATIONS SIGNED AND SEALED BY A PROFESSIONAL

ENGINEER REGISTERED IN THE STATE OF FLORIDA CERTIFYING THE

DESIGN MEETS APPLICABLE WIND LOAD CODES AND ALL OTHER

APPLICABLE STATE AND LOCAL BUILDING CODES AND REQUIREMENTS

AND IS RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING PERMITS.

C9.2

FLOOR SLAB AND

FOUNDATION DETAILS