ATCH 3 - Drawings.pdf

© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS

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AVCON, INC.

ENGINEERS & PLANNERS

5555 E. MICHIGAN ST., SUITE 200 -

ORLANDO, FL 32822-2779

OFFICE: (407) 599-1122 -

FAX: (407) 599-1133

CORPORATE CERTIFICATE OF

AUTHORIZATION NUMBER: 5057

www.avconinc.com

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DBEH 22-1604

REPAIR VARIOUS PAVEMENTS

CAPE CANAVERAL SPACE FORCE

STATION

GENERAL NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF TRAFFIC (MOT) IN ACCORDANCE WITH THE LATEST

EDITION OF THE FDOT STANDARD DRAWINGS AND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.

LANE CLOSURES ARE RESTRICTED TO ONE LANE AT A TIME. EACH REPAIR AREA SHALL BE PHASED AND COORDINATED WITH

THE CONTRACTING OFFICER.

2. ALL APPLICABLE PROCESSES AND MATERIALS TO BE USED FOR THE REPAIRS SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE FDOT STANDARD DRAWINGS AND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION, AND AS SUPPLEMENTED HEREIN.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING IMPACTS TO PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS PRIOR TO MILLING AND SHALL REPLACE ALL MARKINGS AND RAISED PAVEMENT MARKERS IMPACTED OR DAMAGED

BY THE REPAIRS.

4. THE INTENT OF THE INTERIM PAVEMENT REPAIRS IS TO ADDRESS DISTRESSED PAVEMENT AREAS PRIOR TO A MORE SUBSTANTIAL GLOBAL REHABILITATION. THE MILLING SHALL BE TO A DEPTH AS NECESSARY TO REMOVE THE SUSPECT PAVEMENT AND PROVIDE A SUITABLE MILLED SURFACE ON WHICH TO PAVE A MINIMUM 2” ASPHALT OVERLAY. IF SCABBING OCCURS, THE AREA SHALL BE RE-MILLED AS NECESSARY TO ELIMINATE THE SCABBING. THE OVERLAY THICKNESS SHALL BE A MINIMUM 2” IN THICKNESS AND NO MORE THAN 3” IN THICKNESS. SHOULD MORE THAN 3” OF ASPHALT BE SPECIFIED OR REQUIRED, IT SHALL BE PLACED IN TWO EQUAL LIFTS. ALL MILLED AND INTERMEDIATE ASPHALT SURFACES SHALL BE TACKED PRIOR TO ASPHALT OVERLAY. ALL REPAIR AREAS SHALL MATCH EXISTING GRADES AT TIE-INS TO EXISTING PAVEMENT AND SHALL BE GRADED TO DRAIN WITH AN APPROXIMATE CROSS SLOPE THAT MATCHES THE EXISTING

THEORETICAL CROSS SLOPE.

5. ALL REPAIR LIMITS SHALL BE MARKED IN THE FIELD SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO MILLING

ACTIVITIES.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UTILITY LOCATES PRIOR TO DEMOLITION ACTIVITIES

7. THE CONTRACTOR SHALL FILL AND COMPACT VOIDS IN UNPAVED SHOULDERS ADJACENT TO PAVEMENT REPAIRS. AFTER FILL AND COMPACTION, PLACE 4' WIDE STRIP OF PERFORMANCE SOD PER FDOT SPECIFICATION 570-3.3

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ATCH 3

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REPAIR AREA 5

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REPAIR AREA 6

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REPAIR AREA 3

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REPAIR AREA 4

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REPAIR AREA 1

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REPAIR AREA 2

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ATLANTIC OCEAN

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SEE IMAGE RIGHT

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CAPE CANAVERAL

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COCOA

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TITUSVILLE

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MIMS

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BANANA RIVER

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INDIAN RIVER

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MOSQUITO LAGOON

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AVCON, INC.

ENGINEERS & PLANNERS

5555 E. MICHIGAN ST., SUITE 200 -

ORLANDO, FL 32822-2779

OFFICE: (407) 599-1122 -

FAX: (407) 599-1133

CORPORATE CERTIFICATE OF

AUTHORIZATION NUMBER: 5057

www.avconinc.com

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0 50' 100'

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REPAIR LOCATION PLAN EXISTING PHOTOS

REPAIR DEMOLITION TYPICAL SECTION REPAIR CONSTRUCTION TYPICAL SECTION

AutoCAD SHX Text REPAIR 1 LOCATION: HANGAR ROAD, BETWEEN HANGAR T AND THE CAFETERIA APPROXIMATE SIZE: 8'x19' SEE REPAIR TYPICAL SECTIONS BELOW AND EXISTING PHOTOS TO THE RIGHT.

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AutoCAD SHX Text NOMINAL 2" MILLING IN ACCORDANCE WITH FDOT SPECIFICATION SECTION 327. COMPLETELY MILL TOP SURFACE COURSE AND ENSURE MILLING DEPTH PENETRATES UNDERLYING ASPHALT COURSE TO PROVIDE TEXTURED SURFACE PRIOR TO OVERLAY

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SAWCUT PERIMETER, TYP.

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AVCON, INC.

ENGINEERS & PLANNERS

5555 E. MICHIGAN ST., SUITE 200 -

ORLANDO, FL 32822-2779

OFFICE: (407) 599-1122 -

FAX: (407) 599-1133

CORPORATE CERTIFICATE OF

AUTHORIZATION NUMBER: 5057

www.avconinc.com

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REPAIR LOCATION PLAN EXISTING PHOTOS

REPAIR DEMOLITION TYPICAL SECTION REPAIR CONSTRUCTION TYPICAL SECTION

AutoCAD SHX Text REPAIR 2 LOCATION: HANGAR ROAD, BETWEEN HANGAR AO&AM AND HANGAR AE APPROXIMATE SIZE: 145'x8' REHAB SEE REPAIR TYPICAL SECTIONS BELOW AND EXISTING PHOTOS TO THE RIGHT.

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AutoCAD SHX Text NOMINAL 4" MILLING IN ACCORDANCE WITH FDOT SPECIFICATION SECTION 327. COMPLETELY MILL ASPHALT COURSE.

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CENTERLINE

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REPAIR DEMOLITION TYPICAL SECTION

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AVCON, INC.

ENGINEERS & PLANNERS

5555 E. MICHIGAN ST., SUITE 200 -

ORLANDO, FL 32822-2779

OFFICE: (407) 599-1122 -

FAX: (407) 599-1133

CORPORATE CERTIFICATE OF

AUTHORIZATION NUMBER: 5057

www.avconinc.com

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REPAIR CONSTRUCTION TYPICAL SECTION

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SAWCUT AND REMOVE EXISTING ASPHALT, BASE, AND SUBGRADE

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RESTORE WHITE EDGE LINE, 4", W/ REFLECTIVE MEDIA

AutoCAD SHX Text REPAIR 3 LOCATION: HANGAR ROAD, BETWEEN SKID STRIP RD W AND INDUSTRIAL BYPASS RD APPROXIMATE SIZE: 2'x20' SEE REPAIR TYPICAL SECTIONS BELOW AND EXISTING PHOTOS TO THE RIGHT.

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GRAPHIC SCALE

PAVEMENT PER FDOT SPECIFICATION 334 TYPE SP12.5; TRAFFIC LEVEL C.

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AVCON, INC.

ENGINEERS & PLANNERS

5555 E. MICHIGAN ST., SUITE 200 -

ORLANDO, FL 32822-2779

OFFICE: (407) 599-1122 -

FAX: (407) 599-1133

CORPORATE CERTIFICATE OF

AUTHORIZATION NUMBER: 5057

www.avconinc.com

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REPAIR DEMOLITION TYPICAL SECTION REPAIR CONSTRUCTION TYPICAL SECTION

AutoCAD SHX Text REPAIR 4 LOCATION: HANGAR ROAD, NEXT TO THE BASEBALL FIELD APPROXIMATE SIZE: 12'x55' SEE REPAIR TYPICAL SECTIONS BELOW AND EXISTING PHOTOS TO THE RIGHT.

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EGL

AutoCAD SHX Text NOMINAL 4" MILLING IN ACCORDANCE WITH FDOT SPECIFICATION SECTION 327. COMPLETELY MILL ASPHALT COURSE.

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AutoCAD SHX Text RESTORE DASHED WHITE CENTERLINE STRIPES W/ REFLECTIVE MEDIA + RAISED PAVEMENT MARKERS

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RESTORE SOLID WHITE EDGE STRIPE, 4" W/ REFLECTIVE MEDIA

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AVCON, INC.

ENGINEERS & PLANNERS

5555 E. MICHIGAN ST., SUITE 200 -

ORLANDO, FL 32822-2779

OFFICE: (407) 599-1122 -

FAX: (407) 599-1133

CORPORATE CERTIFICATE OF

AUTHORIZATION NUMBER: 5057

www.avconinc.com

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AutoCAD SHX Text NOMINAL 2" MILLING IN ACCORDANCE WITH FDOT SPECIFICATION SECTION 327. COMPLETELY MILL TOP SURFACE COURSE AND ENSURE MILLING DEPTH PENETRATES UNDERLYING ASPHALT COURSE TO PROVIDE TEXTURED SURFACE PRIOR TO OVERLAY

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AutoCAD SHX Text RESTORE DASHED WHITE CENTERLINE STRIPES W/ REFLECTIVE MEDIA + RAISED PAVEMENT MARKERS

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RESTORE SOLID WHITE EDGE STRIPE, 4" W/ REFLECTIVE MEDIA

AutoCAD SHX Text REPAIR 5 LOCATION: HANGAR ROAD, NORTH OF THE LARGER CLEARING ON WEST SIDE BEFORE THE MERGE OF HANGAR RD AND SAMUEL C PHILLIPS PKWY APPROXIMATE SIZE: 208'x11' SEE REPAIR TYPICAL SECTIONS BELOW AND EXISTING PHOTOS TO THE RIGHT.

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AVCON, INC.

ENGINEERS & PLANNERS

5555 E. MICHIGAN ST., SUITE 200 -

ORLANDO, FL 32822-2779

OFFICE: (407) 599-1122 -

FAX: (407) 599-1133

CORPORATE CERTIFICATE OF

AUTHORIZATION NUMBER: 5057

www.avconinc.com

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REPAIR AREA 5

AutoCAD SHX Text REPAIR 6 LOCATION: HANGAR ROAD, BEGINNING OF THE LARGER CLEARING ON WEST SIDE BEFORE THE MERGE OF HANGAR RD AND SAMUEL C PHILLIPS PKWY APPROXIMATE SIZE: 100'x11' SEE REPAIR TYPICAL SECTIONS BELOW AND EXISTING PHOTOS TO THE RIGHT.

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AutoCAD SHX Text NOMINAL 2" MILLING IN ACCORDANCE WITH FDOT SPECIFICATION SECTION 327. COMPLETELY MILL TOP SURFACE COURSE AND ENSURE MILLING DEPTH PENETRATES UNDERLYING ASPHALT COURSE TO PROVIDE TEXTURED SURFACE PRIOR TO OVERLAY

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AutoCAD SHX Text RESTORE DASHED WHITE CENTERLINE STRIPES W/ REFLECTIVE MEDIA + RAISED PAVEMENT MARKERS

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RESTORE SOLID WHITE EDGE STRIPE, 4" W/ REFLECTIVE MEDIA

DBEH 22-1604 45 CES/CENMP

Repair Various Pavements 13 JUN 2022

LOCATION OF REPAIR #7 PAVEMENT DAMAGE – REPAIR AREA

REPAIR # 7 – Repair Pavement Damage, FAC 1723 Parking Lot:

1. Saw cut, approximately 10’ by 10’, of existing asphalt pavement; assume 2.0” asphalt pavement thickness.

2. Remove and dispose of 10’ by 10’ asphalt pavement at off Base disposal facility.

3. Repair pavement base with new asphalt pavement, SP12.5 (Black Base), assume 1.0 CY of base is required.

4. Apply bituminous prime coat per Specification Section 32 12 13.

5. Construct 10’ by 10’ new SP12.5 asphalt pavement; if more than 3” of asphalt pavement is required, it shall be placed in two equal lifts.

6. If required, provide permanent parking stall pavement markings, similar to existing to adjacent.

SHEET - C007

FAC 1723 Parking Lot

10’

DBEH 22-1604 45 CES/CENMP

Repair Various Pavements 13 JUN 2022

LOCATION OF REPAIR #8 ROAD FAILURE – REPAIR AREA

REPAIR # 8 – Repair Deteriorating Pavement on Skid Strip Road:

1. Mill existing asphalt pavement, 1.5” to 2” deep, for an approximate 18’ by 50’ area as shown above.

2. Sweep and prepare milled area for new asphalt paving.

3. Apply bituminous tack coat per Specification Section 32 12 13.

4. Construct new SP12.5 asphalt pavement, approximately 18’ by 50’; provide tapered pavement thickness to reduce ponding, see above.

5. If required, provide permanent centerline pavement markings, similar to existing, at least 30 days after new pavement is constructed.

SHEET - C008

SKID STRIP ROAD

18’

50’

DBEH 22-1604 45 CES/CENMP

Repair Various Pavements 13 JUN 2022

LOCATION OF REPAIR #9 ROAD FAILURE – REPAIR AREA

REPAIR # 9 – Repair Tortoise Burrow Collapse on Lighthouse Road:

1. Saw cut, approximately 10’ by 20’, of existing asphalt pavement; assume 3.0” asphalt pavement thickness.

2. Remove and dispose of 10’ by 20’ asphalt pavement at off Base disposal facility.

3. Repair pavement base with new asphalt pavement, SP12.5 (Black Base), assume 3.0 CY of base is required.

4. Apply bituminous prime coat per Specification Section 32 12 13.

5. Construct 10’ x 20’ new SP12.5 asphalt pavement; if more than 3” of asphalt pavement is required, it shall be placed in two equal lifts.

6. Provide permanent pavement markings of edge line, similar to existing, at least 30 days after new pavement is constructed.

SHEET - C009

EAST LIGHTHOUSE ROAD

20’