Atch_11_Drawings_DBEH_17-1909_IDIQ_Demo_FAC_51903_CCFAS_100__Design.pdf

PDF 12 MB Posted Aug 15, 2018

Attached to: Indefinite Quantity Indefinite Delivery (IDIQ) for Demolition Requirements, CCAFS, FL
Solicitation number: FA252118B0004
Issued by: Department of the Air Force Space Command

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Attachment 11 Drawings for Initial Seed Project DBEH 17-1909 8 sheets, 01 Nov 18

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SKID STRIP

B A

N A

I V

E R

B A

N A

I V

E R

A T L A N T I C

O C

E A N

A T L A N T I C

O C E A N

PORT CANAVERAL

KENNEDY SPACE CENTER

INDUSTRIAL AREA

VISITOR CONTROL

CENTER

SOUTH GATE

STATE RD 401 BA

PATROL RD S

H O

U N

D D

O G

T R

C P

LIGHTHOUSE RD

SKYBO

LT R

PIER RD

FSA 5 RD

MISSION CONTROL RD

FLIGHT CONTROL RD

BM R

LIGHTHOUSE RD

LIG

HTH

OUSE R

OBSERVATION RD

CAMERA RD ALPHA

CONTROL TOWER RD

CAMERA RD BRAVO

MIN

G R D

CENTRAL CONTROL RD

ORY

SKID

STR

IP R

I R

CENTRAL CONTROL RD

INDUSTRY RD

TITAN III RD

NASA CSWY E

TITAN III RD

TEST RD

ICBM

R D

PATROL RD

SAM

EL C

ILLIPS PKW

I R D

CENTAUR RD

ROCKET RD

SAM

EL C

ILLIPS PKW

BOUNDARY RD

PIER RD

HEAVY LAUNCH RD

FLIGHT CONTROL RD

PIER RD

OLD

SPIN TEST

FACILITY

MSA #5

CAMERA

PAD #21

SR 528 BEACHLINE

SR A1A TO COCOA BEACH

FSA #1

HGR

LIGHT

HOUSE

STATE RD 401

G-001

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S, F L

DBEH 17-1909

SCALE:

LOCATION MAP

NONETRUE

NORTH

IDIQ DEMO, FAC 51903, CCAFS

CAPE CANAVERAL AIR FORCE STATION

CAPE CANAVERAL, FLORIDA

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IDENTIFICATION

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An O ne id a N at io n Co m pa ny

DRAWING INDEX

Sheet Number Sheet Title

GENERAL

G-001 LOCATION MAP, PROJECT AREA AND DRAWING INDEX

CIVIL

C-100 LAUNCH COMPLEC 25 C & D - SITE DEMOLITION & RESTORATION

C-501 CIVIL DETAILS - SHEET 1 OF 4

C-502 CIVIL DETAILS - SHEET 2 OF 4

C-503 CIVIL DETAILS - SHEET 3 OF 4

C-504 CIVIL DETAILS - SHEET 4 OF 4

ARCHITECTURAL

AD-901 NOTES AND PHOTOS - DEMOLITION

AD-902 LEGACY DRAWINGS - DEMOLITION

PERMIT(S)/ENVIRONMENTAL ACTIONS

REQUIRED PRIOR TO CONSTRUCTION

ERP/STORMWATER

ERP/WETLANDS/DREDGE & FILL

FDEP/DRINKING WATER

FDEP/DOM. WASTE WATER ARCHEO./HISTORICAL

SURVEY/WILDLIFE

OTHER

NONE

FDEP/IND. WASTE WATER

IRP

FDEP/FUEL TANK

NOI/SWPPP

ASBESTOS

NOTE: IF IT IS SUSPECTED THAT ANY HAZARDOUS MATERIAL NOT

IDENTIFIED ON THESE DRAWINGS IS REQUIRED TO BE DISTURBED IN

ORDER TO PERFORM THE CONTRACT WORK, LEAVE MATERIAL

UNDISTURBED AND IMMEDIATELY INFORM THE CONTRACTING OFFICER.

HEAVY METALS

YES NO

LEAD

PCB

NOT

VERIFIEDHAZARDOUS MATERIALS

PROJECT

AREA

PROJECT NOTES:

1. THE PROJECT DRAWINGS WERE DEVELOPED FROM THE AVAILABLE FACILITY SITE RECORD DRAWINGS:

· 1958 - MISSILE LAUNCH FACILITIES COMPLEX 25;

· DEC 1966 - VOLUME I, MOBILE MISSILE ACCESS STANDS, LAUNCH COMPLEX 25C &25D; AND

· AS BUILT 1969 - VOLUME II, BLOCKHOUSE, PADS C, D, & MISSILE LAUNCHERS

THE CONTRACTOR MAY REQUEST A COPY OF THESE SITE RECORD DRAWINGS FROM THE AIR FORCE.

2. INCLUDING SPECIFIED SITE DEMOLITION WORK, THE MOBILE SERVICE TOWER IS TO BE COMPLETELY DEMOLISHED AND REMOVED FROM THE SITE, DOWN TO THE

IMBEDDED RAIL SYSTEM TO REMAIN IN PLACE.

3. THE MOBILE ACCESS TOWER IS DRIVEN BY A HYDRAULIC SYSTEM CONSISTING OF DRIVE MOTOR, BRAKE, AND TIE-DOWN ACTUATORS FOR EACH OF THE TOWER'S FOUR RAIL TRACKS. THE HYDRAULIC OIL RESERVOIR STORAGE TANK, CONTROL SYSTEM, OIL PUMPS, AND MECHANICAL DRIVE SYSTEM ARE LOCATED ON THE FIRST FLOOR OF THE ACCESS TOWER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF THE TOWER HYDRAULIC DRIVE MOTOR, PIPING

SYSTEMS, AND ALL ASSOCIATED EQUIPMENT FROM THE TOWER PRIOR TO DEMOLITION.

4. HYDRAULIC OIL CONTAINING POLY-CHLORINATED BIPHENYLS (PCBS) MAY BE PRESENT IN THE TOWER HYDRAULIC DRIVE SYSTEM. THE CONTRACTOR SHALL SAMPLE THE HYDRAULIC OIL TO DETERMINE IF PCBS ARE PRESENT. IF PCBS ARE DETECTED IN THE HYDRAULIC FLUID, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER BEFORE PROCEEDING FURTHER WITH THE WORK. MANAGEMENT AND DISPOSAL OF HYDRAULIC OIL CONTAINING PCBS SHALL BE COMPLETED IN ACCORDANCE WITH 40 CFR 260-279, FAC 62-730 AND THE 45 SW HAZARDOUS WASTE MANAGEMENT PLAN.

5. HYDRAULIC OIL SPILL CONTAINMENT MEASURES SHALL BE ESTABLISHED AND MAINTAINED TO PREVENT THE RELEASE OF FUGITIVE HYDRAULIC OIL DURING TOWER DEMOLITION AND OFF-SITE TRANSPORT AND DISPOSAL. IN THE EVENT OF ACCIDENTAL RELEASE OF HYDRAULIC OIL, THE CONTRACTOR SHALL IMMEDIATELY STOP THE RELEASE AND REPORT THE RELEASE TO THE CONTRACTING OFFICER. CONTRACTOR SHALL IDENTIFY THE RELEASE AREA, QUANTIFY THE QUANTITY OF THE RELEASED MATERIAL, CLEAN UP THE RELEASED MATERIAL, AND DISPOSE OF THE SPILL MATERIALS IN ACCORDANCE WITH 40 CFR 260-279, FAC 62-730 AND THE 45

SW HAZARDOUS WASTE MANAGEMENT PLAN.

6. PAINTS AND COATINGS ON THE MOBILE ACCESS TOWER MAY CONTAIN HEAVY METALS, INCLUDING LEAD, AND PCBS. PRIOR TO DEMOLITION, CONTRACTOR SHALL SAMPLE AND TEST PAINTS AND COATINGS FOR RCRA METALS AND PCBS. IF RCRA METALS AND/OR PBCS ARE DETECTED, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER BEFORE PROCEEDING FURTHER WITH THE WORK. MANAGEMENT AND DISPOSAL OF PAINTS AND COATINGS CONTAINING HEAVY METALS AND PCBS SHALL BE COMPLETED IN ACCORDANCE WITH 40 CFR 260-279, FAC 62-730 AND THE 45 SW HAZARDOUS WASTE MANAGEMENT PLAN.

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PROJECT FLAG NOTES:

1. SEE SHEET AD-901 FOR THE REMOVAL OF THE LC 25C MOBILE ACCESS SERVICE TOWER (MAST).

2. REMOVE 9" CONCRETE DECK W/ PERIMETER, ADJACENT STRUCTURE, AND EXPANSION JOINT 12" THICKENED EDGE.

(*) PROTECT IN PLACE AT GRADE UNDERGROUND UTILITY TUNNEL & UTILITY ROOM AND DESCENDING STAIRWELL

W/ HAND RAILS ON EACH LAUNCH PAD DECK WITHIN THE CONCRETE DECK REMOVAL AREA.

3. REMOVE 4" CONCRETE WALK AND INFILL SLAB.

4. SAW CUT & REMOVE RB-1 & RB-2 RAIL BEAM & RAIL FROM TO REMAIN PORTION OF RAIL BEAM.

5. REMOVE LC 25C 4 - MOBILE ACCESS SERVICE TOWER STORED POSITION PADS 14'X14'X5' W/ INTEGRAL RAIL BEAM &

4 ABOVE GRADE MOBILE SERVICE TOWER TIE DOWNS.

6. REMOVE 2 - 15'X15'X3' CONCRETE GANTRY CRANE TIE DOWN.

7. REMOVE 4 - LAUNCH PAD MOBILE ACCESS SERVICE TOWER TIE DOWNS, REMOVE UNDER TIE DOWN GROUT TO

DECK GRADE, AND TORCH IMBEDDED BOLTS TO GRADE W/ NO SHARP EDGES OR PROTRUSIONS.

8. SAW CUT AND REMOVE RB-1 RAIL BEAM & RAIL FROM TO REMAIN PORTION OF RAIL BEAM.

9. DEMOLISH PACKAGE PIT - PROVIDE 2 CORE DRILL TOE OF WALL, REMOVE VERTICAL CYLINDER TO 3' BELOW

GRADE, AND FILL CYLINDER.

10. PROVIDE CLEAN FILL AND BACKFILL REMOVAL AREAS TO EXISTING GRADE MINUS 3" THEN SOD RESTORATION.

11. ATTACHED TO CONCRETE DECK AND COCOONED WITHIN THE MOBILE SERVICE TOWER REMOVE LAUNCH STAND, GROUT BASE, & 8 TORCH IMBEDDED 1.25" BOLTS TO GRADE W/ NO SHARP EDGES OR PROTRUSIONS.

12. PROVIDE 4.5' SQ X MIN 7/8" HOT DIPPED GALVANIZED STEEL PLATE (A-36 GRADE STEEL) OVER 2'-6" DECK OPENING, SECURE WITH MIN 4 CORNERS - 3/4" X 6.6" CONCRETE IMBED STAINLESS STEEL THREADED, WASHER, LOCK

WASHER, & BOLTED EPOXY GROUT ANCHOR, CUT FLUSH WITH TOP OF BOLT.

LEGEND:

C-100

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C . H

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SCALE:

SITE DEMOLITION & RESTORATION

1" = 40'

LAUNCH COMPLEX 25 C & D

120'80'40'0'40'

GRAPHIC SCALE 1" = 40'

E N

S Q

R O

T D

Y N

D R

B Y:

D B

SHEET

IDENTIFICATION

C O

N O

-1 3-

D -0

C H

T-

N S

-1

3- D

-0 ng ine eri ng

,In c.

EN E A

2 3

1 2 3

4 5

An O ne id a N at io n Co m pa ny

C-5012 2

C-50184 3 C-5025 4

C-5026 5 C-5027 6

C-5039 7 C-50411

2* 2*

3 355 33

SCALE:

CONCRETE DECK

NONE

P1 C-100

SCALE:

MAST TIE DOWNS

NONE

P2 C-100

SCALE:

MAST PARK POSITION

NONE

P3 C-100

SCALE:

PACKAGE PIT

NONE

P4 C-100

2*2*

N N

510 SF

80 SF

16 LF

1,258 SF

190' PERIMETER

220 SF

16 LF

80 SF

517 SF

13.5 LF

158 SF

58' PERIMETER

2158 SF

58' PERIMETER

22,888 SF

301' PERIMETER

2 3,097 SF

288' PERIMETER

2 951 SF

183' PERIMETER

177 SF

43.5 LF

2 2,888 SF

301' PERIMETER

23,097 SF

288' PERIMETER

255 SF

103,110 SF

10 10 10 10

255 SF

10 1,300 SF10

10 10

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SCALE:

TYPICAL RAIL FOUNDATION AND ASSEMBLY

NONE

C-501

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T D

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B Y:

D B

SHEET

IDENTIFICATION

C O

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An O ne id a N at io n Co m pa ny

SCALE:

CONCRETE DECK

NONE

C-501

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C-502

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E N

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SHEET

IDENTIFICATION

C O

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D -0

C H

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-0 ng ine eri ng

,In c.

EN E A

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1 2 3

4 5

An O ne id a N at io n Co m pa ny

SCALE:

RAIL AND TIE-DOWN FOUNDATION

NONE

C-502

ACCESS STAND STORED LOCATION

END SIDEWALKINFILL SIDEWALK

INFILL CONCRETE DECK

RBH2 RAIL

FOUNDATION RBH2

RAIL

FOUNDATION

ACCESS STAND

TIE-DOWN FOUNDATION ACCESS STAND

TIE-DOWN FOUNDATION

INFILL

SIDEWALK

END OF TRACK

AND FOUNDATION

SCALE:

GANTRY CRANE TIE-DOWN

NONE

C-502

SCALE:

ACCESS STAND TIE-DOWN

NONE

C-502

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C-503

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SCALE:

PACKAGE PIT

NONE

C-503

E N

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T D

Y N

D R

B Y:

D B

SHEET

IDENTIFICATION

C O

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BREAK OUT OR CORE 1'

OPENINGS OPPOSITE SIDE

OF CONCRETE BARREL

REMOVE CONCRETE TOP AND BARREL

TO 3' EXISTING BELOW GRADE.

PROVIDE CLEAN FILL AND SOD

12'1'-6"

1' -6

'-1

-6

3' M

FILL SUMP AND BARREL

FDOT #57 STONE

REMOVE PERIMETER

CONCRETE DECK

GEOTEXTILE COVER

BREAK OUT OR CORE 1'

OPENINGS OPPOSITE SIDE

OF CONCRETE BARREL

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C-504

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SCALE:

LAUNCH STAND

NONE

C-504

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D R

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SHEET

IDENTIFICATION

C O

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An O ne id a N at io n Co m pa ny

SCALE:

MAST IN PROCESS POSITION

NONE

P5 C-504

LAUNCH STAND

MOBILE ACCESS SERVICE TOWER

ROLLED OUT OF LAUNCH AREA

SCALE:

GUN MOUNT BASE

NONE

C-504

REMOVE GROUT BASE

CUT ANCHOR BOLT

TO GRADE

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IDENTIFICATION

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AD-901

M . A

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DEMOLITION - PHOTOS:

VIEW SOUTH WEST VIEW SOUTH EAST VIEW NORTH WEST VIEW NORTH EAST

ACCESS STAIR CONTROLS CONSOLE VIEW INTERIOR VIEW

TOWER BASE LEVEL AND LAUNCH PLATFORM

EXTERIOR:

INTERIOR: AERIAL:

NOTE:

CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS AND FIELD CONDITIONS

PRIOR TO COMMENCEMENT OF WORK.

FACILITY ALIGNMENT NOTE:

PHOTO TITLES ARE IN ACCORDANCE WITH

DEMOLITION FLOOR PLAN 'PLAN NORTH'

AND KEY PLAN THIS DRAWING.

GENERAL NOTES - DEMOLITION:

1. DEMOLITION AND DECONSTRUCTION SHALL OCCUR IN A MANNER THAT AVOIDS DAMAGE

TO THE EXISTING LAUNCH PLATFORM. CONTRACTOR SHALL PROVIDE FOR APPROVAL, A

DEMOLITION PLAN INDICATING MEANS AND METHOD OF ACCOMPLISHING THE WORK

WITHOUT INCURRING DAMAGE TO THE HISTORIC ARTIFACT TO REMAIN AS WELL AS TO THE

HISTORIC SITE RELATED CONSTRUCTION TO REMAIN.

2. CONTRACTOR SHALL ASSUME THE PRESENCE OF MATERIALS WITH ASBESTOS, HEAVY

METALS AND PCB. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE

THAT ALL EXISTING HAZMAT SAMPLING REPORTS AND HAZMAT TESTING REPORTS HAVE

BEEN READ AND EVALUATED IN ORDER TO GENERATE THE GENERAL CONTRACTOR'S

WORK PLAN, PRIOR TO START OF DEMOLITION.

3. CONTRACTOR SHALL PROTECT ALL EXTERIOR ADJACENT CONSTRUCTION AND

GRASS/LANDSCAPED AREAS FROM DAMAGE DURING DEMOLITION. REPLACE ANY DAMAGE

AT NO ADDITIONAL COST TO THE GOVERNMENT.

4. DEMOLISH EXISTING ELECTRICAL, LIGHTING, LIGHTNING PROTECTION AND

COMMUNICATIONS EQUIPMENT. DEMOLITION SHALL INCLUDE REMOVAL OF ASSOCIATED

CONDUIT, WIRE, AND MOUNTING HARDWARE. ALL COMMUNICATION SYSTEMS DEMOLITION

SHALL BE COORDINATED WITH THE BASE COMMUNICATIONS CONTRACTOR.

5. PROJECT INCLUDES THE COMPLETE DEMOLITION OF THE EXISTING MECHANICAL SYSTEMS

AT PROJECT SITE. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

ITEMS TO BE CONSIDERED FOR SALVAGE AND/OR RECYCLING, COORDINATE

WITH FACILITY MANAGER AND CONTRACTING OFFICER.

COORDINATE SCOPE OF ABATEMENT WORK WITH HAZARDOUS MATERIALS

ABATEMENT CONTRACTOR AND CONTRACTING OFFICER FOR START OF, AND

PLAN FOR REMOVAL, PRIOR TO COMMENCEMENT OF DEMOLITION.

FLAG NOTES - DEMO:

1. FOR DEMOLITION OF SITE RELATED WORK, INCLUDING SITE UTILITIES, AND TOWER RELATED ANCHORING STRUCTURE, REFER

TO CIVIL DRAWINGS.

2. REMOVE AND DISPOSE IN ENTIRETY OF EXISTING ROOF SYSTEM TO INCLUDE FINISH ROOFING SYSTEM, ROOF MOUNTED ELECTRICAL AND MECHANICAL EQUIPMENT, STRUCTURAL PLATFORMS, CONDUITS, WIRES, GUARD RAILS AND STRUCTURAL ROOF AND EQUIPMENT SUPPORTS. REFER TO GENERAL NOTES AND DEMOLITION PHOTOS THIS DRAWING.

3. REMOVE AND DISPOSE IN ENTIRETY OF EXISTING EXTERIOR METAL WALL PANELS, WALL-MOUNTED LOUVERS, STEEL VERTICAL LADDERS WITH SUPPORT PLATFORMS, THROUGH WALL MOUNTED EQUIPMENT AND ASSOCIATED STRUCTURAL SUPPORTS.

REMOVE PLATFORM DOORS AND MONORAIL SUPPORT BEAM AND STRUCTURE. REFER TO GENERAL NOTES AND DEMOLITION

PHOTOS THIS DRAWING.

4. REMOVE AND DISPOSE IN ENTIRETY OF EXISTING INTERIOR TOWER STRUCTURAL ELEMENTS INCLUDING STEEL PLATFORMS AND SUPPORT SYSTEMS, TOWER ANCHORING/ALLIGNMENT STRUCTURE, ACCESS STAIRS AND HANDRAILS, ELECTRICAL AND

COMMUNICATIONS SYSTEMS AND ASSOCIATED CONDUITS AND WIRING.

5. REMOVE AND DISPOSE IN ENTIRETY OF EXISTING FIRE PROTECTION AND PLUMBING SYSTEMS WITHIN THE TOWER. DEMOLITION TO INCLUDE TANKS, PIPING, INSULATION, HANGERS, SUPPORTS, VALVES, METERS, PUMPS, HOT WATER HEATERS, CONTROLS, SPRINKLER HEADS AND FIXTURES.

6. CONTRACTOR SHALL REMOVE TOWER LAUNCH STAND PER CIVIL DRAWINGS.

7. AFTER COMPLETION OF ALL DEMOLITION WORK, CONTRACTOR SHALL RESTORE SITE PER CIVIL DRAWINGS.

TOWER LAUNCH STAND 6

4 4 45 5

3 4 5 672 3 72 3 72 3 72

SITE AND ROOF VIEW 1 2 7

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IDENTIFICATION

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AD-902

M . A

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LEGACY DRAWINGS:

SCALE:

FLOOR PLANS - DEMOLITION

NONE SCALE:

SECTION A - DEMOLITION

NONE SCALE:

SECTION B - DEMOLITION

NONE

SCALE:

ELEVATIONS - DEMOLITION

NONESCALE:

TYP WALL SECTION - DEMOLITION

NONE

LEGACY DRAWINGS

PROJECT: 201-621

KONONOFF & SMITH, INC - ARCHITECTS - ENGINEERS CORAL GABLES, FLORIDA

DRAWING NUMBER: AA-1 AND AA-3 SHEETS: 1-1 AND 1-3

DATE: DECEMBER 1966

NOTE:

FOR FLAG NOTES REFER TO DRAWING

AD-901

3EXTERIOR ELEVATIONS

4.1 3 5 6 7

TYP.

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Sheets and Views

G-001 LOCATION MAP, PROJECT AREA AND DRAWING INDEX

C-100 LAUNCH COMPLEC 25 C & D - SITE DEMOLITION & RESTORATION

C-501 CIVIL DETAILS - SHEET 1 OF 4

C-502 CIVIL DETAILS - SHEET 2 OF 4

C-503 CIVIL DETAILS - SHEET 3 OF 4

C-504 CIVIL DETAILS - SHEET 4 OF 4

AD-901 NOTES AND PHOTOS - DEMOLITION

AD-902 LEGACY DRAWINGS - DEMOLITION

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