KSCC 18-1525 Construct Vehicle Barriers - Rev1 30 Jun.pdf

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KENNEDY SPACE CENTER

INDUSTRIAL AREA

VISITOR CONTROL

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CAPE CANAVERAL SPACE FORCE STATION

CAPE CANAVERAL, FLORIDA

VICINITY MAP

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PROJECT

LOCATION

BASE OPERATIONS:

COMMUNICATIONS:

PROJECT MANAGER:

CHIEF, ENGINEERING FLIGHT:

USER:

SAFETY:

SECURITY FORCES:

ATO:

OTHER:

ENVIRONMENTAL:

FIRE:

A P P R O V E D

KSCC 18-1525

CONSTRUCT VEHICLE

BARRIERS

TITAN III

ROAD

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IDENTIFICATION

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NOT FOR CONSTRUCTION

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DRAWING INDEX

REV INDEX DRAWING DESCRIPTION

- G-001 COVER SHEET AND INDEX

- S-001 ABBREVIATIONS, LEGENDS AND NOTES

- S-101 VIF NORTH BARRIER PLAN VIEW

- S-102 VIF SOUTH BARRIER PLAN VIEW

- S-103 FAC 29150 PUMP STATION

- S-104 COMPLEX 41 SOUTH GATE PLAN

- S-501 BARRIER DETAILS

- S-502 GATE DETAILS

- S-503 FIXED WIRE CABLE BARRIER DETAILS

- S-504 REMOVABLE WIRE CABLE BARRIER STORAGE DETAILS

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PERMIT(S)/ENVIRONMENTAL AND 45 SW ACTIONS

REQUIRED PRIOR TO CONSTRUCTION

ERP/STORMWATER

ERP/WETLANDS/DREDGE & FILL

FDEP/DRINKING WATER

FDEP/DOM. WASTE WATER ARCHEO./HISTORICAL

SURVEY/WILDLIFE

45SW RISK ASSESSMENT

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

VERIFIED

HAZARDOUS MATERIALS

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FAC. 29150 PUMP 7

BARRIER LOCATION

VIF NORTH

BARRIER LOCATION

COMPLEX 41 SOUTH

GATE LOCATIONVIF SOUTH

BARRIER LOCATION

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STRUCTURAL STEEL NOTES:

MIN. SERVICE DESIGN LOAD ON ANY CONNECTION

MIN. WELD SIZE

MIN. BOLT DIAMETER

MIN. PLATE THICKNESS

: 10 KIPS

: 3/16"

: 3/4" : 3/8"

1. ALL STRUCTURAL STEEL SHALL HAVE THE FOLLOWING MINIMUM YIELD STRENGTHS, UNLESS

OTHERWISE NOTED ON THE DRAWINGS:

A53, GRADE B (YIELD STRENGTH OF 35 KSI)

2. ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO AISC SPECIFICATIONS AND

CODES, INCLUDING THE SECTION ON COMMENTARY, LATEST EDITION.

3. ALL BOLTS, NUTS AND WASHERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A325.

BOLTS, NUTS AND WASHERS SHALL BE STAINLESS STEEL WITH MATCHING NUTS.

4. ALL WELDING ELECTRODES SHALL BE E70XX.

5. ALL WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS AND SHALL CONFORM TO THE AWS

"CODE FOR ARC AND GAS WELDING TO BUILDING CONSTRUCTION," LATEST EDITION.

6. ALL BEAM CONNECTIONS SHALL BE SIMPLE SHEAR CONNECTIONS WITH BOLTS IN BEARINGS.

THE DESIGN LOAD FOR CONNECTIONS SHALL BE AS INDICATED ON SECTIONS, DETAILS OR

STANDARD AISC CONNECTION.

7. ALL BEAM CONNECTIONS SHALL HAVE ENLARGED OR SLOTTED HOLES TO PROVIDE END

ROTATION AS PER THE REQUIREMENTS OF THE AISC SPECIFICATIONS, SECTION J1.2, AND THE

LATEST SUPPLEMENTS AND SHALL ALSO REFLECT THE LOAD ECCENTRICITY IN THE DESIGN OF

THE CONNECTION.

8. NO CONNECTION SHALL CONSIST OF LESS THAN (2) 3/4" DIA. (A325-X) BOLTS OR WELD

DEVELOPING A MINIMUM OF 10,000 LBS. UNLESS INDICATED ON THE DRAWINGS.

9. ALL FILLET WELDS SHALL BE A MINIMUM OF 3/16" UNLESS NOTED OTHERWISE, BUT NOT LESS

THAN THE AISC MINIMUM.

10. THE FABRICATOR SHALL FURNISH A STRUCTURAL SUBMITTAL WHICH SHALL BE CHECKED BY THE

CONTRACTOR FOR COMPLETENESS AND CONTENT PRIOR TO SUBMITTAL TO THE CONTRACTING

OFFICER FOR REVIEW. THE SUBMITTAL SHOULD INCLUDE FABRICATION AND ERECTION

DRAWINGS AND DESIGN CALCULATIONS FOR CONNECTIONS AS SPECIFIED ON THE

CONSTRUCTION DOCUMENTS. THE DESIGN CALCULATIONS SHALL BEAR THE SEAL AND

SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. FABRICATION

SHALL NOT COMMENCE UNTIL THIS REVIEW IS COMPLETED.

11. SIZES OF STRUCTURAL STEEL CANNOT BE VARIED FROM THOSE SHOWN ON THE DRAWINGS

WITHOUT WRITTEN PERMISSION FROM THE CONTRACTING OFFICE.

12. CUTS, HOLES AND THEIR REINFORCEMENT (REQUIRED BY OTHER TRADES) SHALL BE SHOWN ON THE STRUCTURAL STEEL SHOP DRAWINGS AND SHALL BE MADE IN THE SHOP. FIELD BURNING OF

HOLES AND CUTS IN STRUCTURAL STEEL SHALL NOT BE PERMITTED EXCEPT BY WRITTEN

PERMISSION FROM THE CONTRACTING OFFICER.

13. AFTER ERECTION, ALL STEEL SHALL BE INSPECTED, AND CLEANED OF ANY FOREIGN MATERIALS.

ANY SCUFFS, ABRASIONS, (AND DAMAGED FINISH) SHALL BE FIELD TOUCHED-UP WITH AN

APPROVED COATING REPAIR SYSTEM.

14. TESTING OF WELDS AND BOLTS SHALL BE AS FOLLOWS: CHECK 100% OF ALL STRUCTURAL STEEL

AND THEIR CONNECTIONS BY VISUAL INSPECTION AND REVIEW TEST REPORTS OF THE

FABRICATOR'S QUALITY CONTROL TESTS. CHECK ALL BOLTS IN 10% OF ALL CONNECTIONS BY

THE CALIBRATED TORQUE WRENCH METHOD OR BY THE TURN-OF-NUT METHOD.

15. THE FOLLOWING MINIMUM STANDARDS APPLY:

16. ALL STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED ASTM A123/A123M. REPAIR ANY

DAMAGED FINISH PER ASTM A780/A780M. STEEL POST SHALL BE HOT DIP GALVANIZED INSIDE AND

OUT.

(SOME MAY NOT BE USED)

STRUCTURAL ABBREVIATION LIST

A. A ANCHOR

AB ANCHOR BOLTS

ACI AMERICAN CONCRETE INSTITUTE

ADD'L ADDITIONAL

AFF ABOVE FINISH FLOOR

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

AL ALUMINUM

ALT ALTERNATE/ALTERNATIVE

APP'D APPROVED

ARCH ARCHITECTURAL, ARCHITECT

ASPH ASPHALT

ASTM AMERICAN SOCIETY OF TESTING

MATERIALS

AWS AMERICAN WELDING SOCIETY

B. B.M. BENCH MARK

B.⅊ BASE PLATE

B/ BOTTOM OF

BIT BITUMINOUS

BLDG BUILDING

BLK BLOCK

BM BEAM

BOT BOTTOM

BRG BEARING

BU BUILT UP

C. C/C CENTER TO CENTER

CB CONCRETE BEAM

CC CONCRETE COLUMN

CE CONCRETE ENCASED

CF CUBIC FOOT/FEET

C CHANNEL

CHK CHECKERED

CI CAST IRON

CIP CONCRETE IN PLACE

CJ CONTRACTION JOINT

CL CLEAR/CLEARANCE

℄ CENTER LINE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO COMPANY

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CON'T CONTINUOUS

COORD COORDINATE

CS CARBON STEEL

CJ CONSTRUCTION JOINT

CY CUBIC YARD

D. D DECK DIAPHRAGM LOAD (PLF)

DBA DOWEL BAR ANCHOR

DEG DEGREE

DEP DEPARTMENT

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIST DISTANCE

DN DOWN

DR DRAIN

DWG DRAWING

E. EA EACH

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

ELEV ELEVATION

ELEC ELECTRICAL/ELECTRIC

ENG ENGINEER

EOR CONTRACTING OFFICE

ES EQUAL SPACED

EQUIP EQUIPMENT

EW EACH WAY

EXCL EXCLUDING

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F. FB FLAT BAR

FD FLOOR DRAIN

FF FINISHED FLOOR

FG FINISHED GRADE

FL FLOOR

FND FOUNDATION

FRP FIBERGLASS REINFORCED PLASTIC

FS FAR SIDE

FT FOOT/FEET

FTG FOOTING

G. GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GR GRADE

H. HORIZ HORIZONTAL

HDA HEADED STUD ANCHOR

HT HEIGHT

HDG HOT DIPPED GALVANIZED

I. ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH

INT INTERIOR

INV INVERT

J. JT JOINT

JST JOIST

K. K KIP

KO KNOCK OUT

KWY KEY WAY

L. L LENGTH

LDG LANDING

LONG LONGITUDE

LP LOW POINT

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LWIC LIGHT WEIGHT INSULATING

CONCRETE

M. MANUF MANUFACTURER

MAT MATERIAL

MAX MAXIMUM

MB MASONRY BEAM

MCJ MASONRY CONTROL JOINT

MECH MECHANICAL

MIN MINIMUM

MISC MISCELLANEOUS

MJ MASONRY JOINT

MO MASONRY OPENING

MOM MOMENT

MTL METAL

N. NIC NOT IN CONTRACT

NS NEAR SIDE

N.T.S. NOT TO SCALE

O. OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

ORIENT ORIENTATION

P. P/C PRE CAST CONC

PAR PARALLEL

PENN PENETRATION

PERIM PERIMETER

⅊ PLATE

PLF POUNDS PER LINEAR FOOT

PLY PLYWOOD

PREFAB PREFABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

Q. QTY QUANTITY

R. RA ROOF ACCESS

R/W REINFORCED WITH

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCING

REQ'D REQUIRED

RM ROOM

S. SCH SCHEDULE

SF SQUARE FEET

SIM SIMILAR

SJ SAW JOINT

SP SPACING

SPA SPACE(S)

SPEC SPECIFICATION

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STIRR STIRRUPS

STL STEEL

SYM SYMMETRICAL

T. T&B TOP & BOTTOM

T/ TOP OF

T/C TOP OF CONCRETE

T/S TOP STEEL

TB TIE BEAM

TEMP TEMPORARY

TENS TENSION

THD THREAD(ED)

THK THICK

TJ TIE JOIST

TOL TOLERANCE

TOT TOTAL

TRANS TRANSVERSE

TS THICKENED SLAB

TYP TYPICAL

U. UON UNLESS OTHERWISE NOTED

U/N UNDERSIDE

V. VERT VERTICAL

VOL VOLUME

W. W WIDE

W/ WITH

W/O WITHOUT

WD WOOD

WF WIDE FLANGE

WH WEEP HOLE

WP WORKING POINT

WT WEIGHT

WWR WELDED WIRE REINFORCING

W FTG WALL FOOTING

X. XFMR TRANSFORMER

Y. Y WYE

Z. Z ZONE

1. THE DESIGN IS BASED ON THE FOLLOWING APPLICABLE CODES AND STANDARDS:

2. THE CABLE FENCE PASSIVE BARRIERS SHALL BE CRASH RATED IN ACCORDANCE WITH AND

MEET ASTM F2656, MP0/P2.

3. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH PROJECT DRAWINGS AND

SPECIFICATIONS. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN ALL

CONTRACT DOCUMENTS AND LATEST ADDENDA AND TO SUBMIT SUCH DOCUMENTS TO ALL

SUBCONTRACTORS AND MATERIALS SUPPLIERS PRIOR TO THE SUBMITTAL OF SHOP

DRAWINGS, FABRICATION OF ANY STRUCTURAL MEMBERS, AND ERECTION IN THE FIELD.

4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONNECTIONS AND ANCHOR BOLT

LOCATIONS FROM CERTIFIED DRAWINGS AND FABRICATOR'S ANCHOR BOLT SETTING PLANS.

5. DETAILS LABELED "TYPICAL DETAILS" ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS

OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY

DETAILED. THE APPLICABILITY OF THE DETAIL TO ITS LOCATION ON THE PLANS CAN BE

DETERMINED BY THE TITLE OF THE DETAIL. SUCH DETAILS SHALL APPLY WHETHER OR NOT

THEY ARE KEYED IN AT EACH LOCATION. QUESTIONS REGARDING APPLICABILITY OF

TYPICAL DETAILS SHALL BE DETERMINED BY THE CONTRACTING OFFICE.

6. THE CONTRACTOR SHALL WORK STRUCTURAL DRAWINGS TOGETHER WITH ELECTRICAL

AND CIVIL DRAWINGS TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, REGLETS, BOLT

SETTINGS, GRADES, ETC., ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF

THE CONTRACTING OFFICE BEFORE PROCEEDING WITH THE WORK.

7. THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE

INTERACTION OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING,

SHORING, AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE

WORK.

8. THE GENERAL CONTRACTOR SHALL COMPARE THE STRUCTURAL DRAWINGS WITH OTHER

DISCIPLINES AND REPORT ANY DISCREPANCIES BETWEEN EACH SET OF DRAWINGS AND

WITHIN EACH SET OF DRAWINGS TO THE CONTRACTING OFFICE PRIOR TO THE FABRICATION

AND INSTALLATION OF ANY STRUCTURAL MEMBERS. WHERE CONFLICTS EXIST AMONG

VARIOUS PARTS OF THE STRUCTURAL CONTRACT DOCUMENTS, STRUCTURAL DRAWINGS,

GENERAL NOTES AND SPECIFICATIONS, THE STRICTEST REQUIREMENTS SHALL GOVERN.

9. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED

STRUCTURE AND DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE

CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY

RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES,

SEQUENCE, AND SAFETY. THE ENGINEER DOES NOT HAVE CONTROL OR CHARGE OF, AND

SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,

SEQUENCES, OR PROCEDURES, SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION

WITH THE WORK, THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY

OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM

TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS.

10. ALL STRUCTURES REQUIRE PERIODIC MAINTENANCE TO EXTEND LIFE SPAN AND TO ENSURE

STRUCTURAL INTEGRITY FROM EXPOSURE TO THE ENVIRONMENT. A PLANNED PROGRAM

OF MAINTENANCE SHALL BE ESTABLISHED BY THE OWNER. THIS PROGRAM SHALL INCLUDE

ITEMS SUCH AS, BUT NOT LIMITED TO, PAINTING OF STRUCTURAL STEEL, PROTECTIVE

COATINGS FOR CONCRETE, SEALANTS, CAULKED JOINTS, EXPANSION JOINTS, CONTROL

JOINTS, SPALLS AND CRACKS IN CONCRETE, AND PRESSURE WASHING OF EXPOSED

STRUCTURAL ELEMENTS EXPOSED TO SALT ENVIRONMENT OR OTHER HARSH CHEMICALS.

11. THE USE OF REPRODUCTIONS OF THESE CONTRACT DOCUMENTS AND USE OF CAD FILES

BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER

IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFY HIS ACCEPTANCE OF ALL

INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATES HIM TO ANY JOB EXPENSE,

REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HEREON.

12. EXPANSION ANCHORS MAY BE SUBSTITUTED FOR ANCHOR BOLTS ONLY WITH THE WRITTEN

APPROVAL OF THE CONTRACTING OFFICE. EXPANSION ANCHORS USED SHALL BE HILTI,

RAWL, OR APPROVED EQUAL.

13. PROVIDE DISSIMILAR METAL SEPARATORS AT ALL JUNCTIONS OF ALUMINUM SOFFIT,

FRAMING, STRUCTURAL STEEL, AND DISSIMILAR METALS.

GENERAL NOTES

MULTIPLE SHEETS

= CUT FROM

DIRECTION OF CUT

CUT ON SHEET SHOWN ON SHEET

DESIGNATION

SECTION CALLOUT

1. ALL CONCRETE SHALL BE AS DESIGNED TO DEVELOP A COMPRESSIVE STRENGTH AS

FOLLOWS:

FOUNDATIONS 5000 PSI

2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A-615 GRADE

60 (FY=60 KSI).

3. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED

AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES

AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE "BUILDING CODE

REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318-14 AND THE "MANUALS OF

STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACI SP-66 (94).

SHOP DRAWINGS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW PRIOR

TO FABRICATION.

4. ALL BAR SPLICES SHALL BE AS FOLLOWS:

A. HORIZONTAL BARS WHERE 12" OF CONCRETE WILL BE PLACED BELOW BOTTOM

B. ALL OTHER BARS

5. CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM.

6. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS (U.O.N.):

7. UNLESS OTHERWISE PERMITTED OR SPECIFIED, THE CONCRETE SHALL BE PROPORTIONED

AND PRODUCED TO HAVE A SLUMP PER SPECIFICATIONS. IMMEDIATELY AFTER DEPOSITING,

CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY MEANS OF MECHANICAL VIBRATION.

8. NON-SHRINK GROUT FOR BASE PLATES AND BEARING PLATES SHALL MEET THE FOLLOWING:

A. NON-METALLIC, SHRINKAGE RESISTANT PREMIXES NON-CORROSIVE, NON-STAINING

PRODUCT CONTAINING PORTLAND CEMENT, SILICA SANDS, SHRINKAGE

COMPENSATING AGENTS, AND FLUIDITY IMPROVING COMPOUNDS, AND SHALL

CONFORM TO CORPS OF ENGINEERS SPECIFICATION FOR NON-SHRINK GROUT,

CRD-C621-83.

B. TWENTY-EIGHT DAY COMPRESSIVE STRENGTH SHALL BE A MINIMUM OF 10,000 PSI.

9. HOOKS SHOWN AT THE ENDS OF REINFORCING BARS SHALL BE ACI STANDARD 90° HOOKS

OF THE FOLLOWING LENGTHS, (U.O.N.):

10. ALL EMBEDDED ITEMS, SUCH AS PIPES, PLATES AND ANCHOR BOLTS, SHALL BE TIED TO

REINFORCING STEEL AND/OR FORMWORK PRIOR TO CONCRETE PLACEMENT. "WET"

PLACEMENT OF BARS OR EMBED ITEMS SHALL NOT BE PERMITTED.

11. CONCRETE SHALL BE SUITABLE FOR THE FOLLOWING EXPOSURE CATEGORIES: C2

11.1. REFERENCE ACI 318.14 TABLE 19.3.1.1 FOR EXPOSURE CLASS. CONCRETE SHALL BE

DESIGNED TO SPECIFICATIONS IN TABLE 19.3.2.1 FOR EXPOSURE CLASS C2.

12. TOLERANCE FOR CONCRETE COVER OVER REINFORCEMENT IS PER ACI 117.

4 INCHES

1.5 INCHES

MINIMUM CLEAR COVER

EXPOSED TO EARTH

ALL OTHER CONDITIONS

STRUCTURAL PART

CONCRETE CAST AGAINST AND PERMANENTLY

SLABS, WALLS, NOT EXPOSED TO EARTH OR WEATHER 1 INCHES

BARS SIZES (#)

LENGTH

3 4 5 6 7 8 9 10

22"19"16"14"12"10"8"6"

1098764 53BAR SIZES #

3 54 6 7 8 9 10BAR SIZES #

5000 PSI LAP (IN) 9122 3629 43 63 72 81

6355493322 2817 70LAP (IN)5000 PSI

CONCRETE NOTES

S-001

XX

DIRECTION OF CUT

DESIGNATION

X-X

SECTION CALLOUT WITHIN DETAIL

SECTION CUT LINE

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• UFC 3-301-01 STRUCTURAL ENGINEERING (REVISION DATE: 1 NOVEMBER 2019)

• INTERNATIONAL BUILDING CODE (IBC) 2021

• AMERICAN CONCRETE INSTITUTE (ACI) 318-14

• AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 15TH EDITION

TITAN III ROAD

≈37'-9 7/8" ROADWAY

5'-11"

13'-7 7/8"

VEGETATION

RAILROAD

TRACKS

RAILROAD

TRACKS

RAILROAD TRACKS

FOOTER EDGE

RAILROAD TRACKS

FOOTER EDGE

6'-2 1/2"

13'-11 5/8"

8'-0"

8'-0"

VEGETATION

16"x16" TERMINAL POST

FOUNDATION MINIMUM 3'-6" AWAY

FROM RAILROAD FOUNDATION

16"x16" TERMINAL POST

FOUNDATION MINIMUM 3'-6" AWAY

FROM RAILROAD FOUNDATION

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IDENTIFICATION

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S-101

1" = 10'

VIF NORTH BARRIER SITE PLAN

1"=10'

5' 10'0 20'

N

FLAG NOTE(S):

1. SAW CUT EXISTING PAVEMENT. THE WIDTH OF THE ROADWAY AS NEEDED TO FORM AND POUR

CONCRETE FOUNDATION FOR THE BOLLARDS.

2. PROVIDE 4" REMOVABLE LOCKABLE BOLLARDS. CALPIPE - IBP04080 OR APPROVED EQUAL. SEE

SHEET C-501.

3. PROVIDE PASSIVE BARRIER SYSTEM THAT MEET THE REQUIREMENTS OF UFC 4-022-02. SEE

SHEET S-502 FOR MORE DETAILS.

4. REMOVE VEGETATION AS REQUIRED TO INSTALL PASSIVE BARRIER SYSTEM. COORDINATE

REMOVAL OF VEGETATION WITH THE OWNERS ENVIRONMENTAL DEPARTMENT. BURNING OF ANY

REMOVED VEGETATION IS NOT PERMITTED, AND WILL NEED TO BE LOADED INTO A DUMPSTER

AND REMOVED FROM THE SITE.

5. REMOVABLE CABLE BARRIER ACROSS RAILROAD TRACK WHEN BOLLARDS ARE DEPLOYED. SEE

SHEET S-503 FOR ADDITIONAL DETAILS.

6. WHEN BOLLARDS ARE NOT DEPLOYED, BOLLARDS AND CABLE BARRIER WILL BE STORED IN

ADJACENT BOLLARD STORAGE SYSTEM. REMOVE GRASS UNDER CABLES BETWEEN POSTS AND

INSTALL #57 STONE. SEE SHEET S-504 FOR ADDITIONAL DETAILS.

7. ATTACH WARNING STOP SIGN TO DEPLOYABLE CABLE TO WARN VEHICLES OF UPCOMING ROAD

BARRIERS.

8. PROVIDE 10'x10'x4" WWF CONC. BOLLARD STORAGE AREA PAD AND STORAGE SLEEVES. TYPE

AND INSTALLATION OF SLEEVES TO BE DETERMINED BY BOLLARD MANUFACTURER'S

SPECIFICATIONS AND PRODUCT DETAILS. LOCATION OF PAD TO BE COORDINATED BY

CONTRACTOR, CONTRACTING OFFICER AND FACILITY MANAGER PRIOR TO CONSTRUCTION

N.T.S.

KEY PLAN

N

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FAC. 29401

AREA

OF WORK

FAC. 29402

TITAN III ROAD

GENERAL NOTE(S):

1. THE FOLLOWING IS THE BASIS OF DESIGN FOR THE BOLLARDS: CALPIPE SECURITY BOLLARD.

2. STRUCTURAL STEEL AND CONNECTION BOLTS SHALL BE HOT-DIPPED GALVANIZED AFTER

FABRICATION IN ACCORDANCE WITH ASTM A123 AND ASTMA153 FOR IRON AND STEEL

HARDWARE.

3. SEE SHEET S-501 FOR BARRIER FOUNDATIONS WHICH SUPPORT THE REACTIONS SHOWN

FOR THE CONDITIONS EXISTING AT THE SITE.

4. DRAWING IS REPRESENTATIVE. FINAL SHOP DRAWINGS SHALL BE PROVIDED BY THE

BOLLARD MANUFACTURER FOR ASSEMBLY AND CONSTRUCTION. SHOP DRAWINGS SHALL BE

REVIEWED AND APPROVED BY OWNER PRIOR TO FABRICATION.

5. THE CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC PLAN FOR GOVERNMENT

APPROVAL TO PHASE WORK AS TO HAVE MINIMAL IMPACT TO TRAFFIC.

TYP. (7) 5

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IT

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VEGETATION

RAILROAD

TRACKS

RAILROAD

TRACKS

35'-7 7/8" ROADWAY

RAILROAD TRACKS

FOOTER EDGE

8'-0"

8'-0"

RAILROAD TRACKS

FOOTER EDGE

VERTICAL INTEGRATION FACILITY PARKING

'-3

/8

14'-1 3/8"

14'-1 3/8"

VEGETATION

6'-1 1/8"

6'-0 1/2"

16"x16" TERMINAL POST

FOUNDATION MINIMUM 3'-6" AWAY

FROM RAILROAD FOUNDATION

16"x16" TERMINAL POST

FOUNDATION MINIMUM 3'-6" AWAY

FROM RAILROAD FOUNDATION

/3

/2

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S-102

1" = 10'

VIF SOUTH BARRIER SITE PLAN

1"=10'

5' 10'0 20'

N

TYP. (7)

N.T.S.

KEY PLAN

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IT

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AREA

OF WORK

FAC. 29402

GENERAL NOTE(S):

1. THE FOLLOWING IS THE BASIS OF DESIGN FOR THE BOLLARDS: CAPPIPE SECURITY BOLLARD.

2. STRUCTURAL STEEL AND CONNECTION BOLTS SHALL BE HOT-DIPPED GALVANIZED AFTER

FABRICATION IN ACCORDANCE WITH ASTM A123 AND ASTMA153 FOR IRON AND STEEL

HARDWARE.

3. SEE SHEET S-501 FOR BARRIER FOUNDATIONS WHICH SUPPORT THE REACTIONS SHOWN

FOR THE CONDITIONS EXISTING AT THE SITE.

4. DRAWING IS REPRESENTATIVE. FINAL SHOP DRAWINGS SHALL BE PROVIDED BY THE

BOLLARD MANUFACTURER FOR ASSEMBLY AND CONSTRUCTION. SHOP DRAWINGS SHALL BE

REVIEWED AND APPROVED BY OWNER PRIOR TO FABRICATION.

5. THE CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC PLAN FOR GOVERNMENT

APPROVAL TO PHASE WORK AS TO HAVE MINIMAL IMPACT TO TRAFFIC.

FLAG NOTE(S):

1. SAW CUT EXISTING PAVEMENT. THE WIDTH OF THE ROADWAY AS NEEDED TO FORM AND POUR

CONCRETE FOUNDATION FOR THE BOLLARDS.

2. PROVIDE 4" REMOVABLE LOCKABLE BOLLARDS. CALPIPE - IBP04080 OR APPROVED EQUAL. SEE

SHEET C-501.

3. PROVIDE PASSIVE BARRIER SYSTEM THAT MEET THE REQUIREMENTS OF UFC 4-022-02. SEE

SHEET S-502 FOR MORE DETAILS.

4. REMOVE VEGETATION AS REQUIRED TO INSTALL PASSIVE BARRIER SYSTEM. COORDINATE

REMOVAL OF VEGETATION WITH THE OWNERS ENVIRONMENTAL DEPARTMENT. BURNING OF ANY

REMOVED VEGETATION IS NOT PERMITTED, AND WILL NEED TO BE LOADED INTO A DUMPSTER

AND REMOVED FROM THE SITE.

5. REMOVABLE CABLE BARRIER ACROSS RAILROAD TRACK WHEN BOLLARDS ARE DEPLOYED. SEE

SHEET S-503 FOR ADDITIONAL DETAILS.

6. WHEN BOLLARDS ARE NOT DEPLOYED CABLE BARRIER WILL BE STORED ON CABLE BARRIER

STORAGE SYSTEM. REMOVE GRASS UNDER CABLES BETWEEN POSTS AND INSTALL #57 STONE.

SEE SHEET S-504 FOR ADDITIONAL DETAILS.

7. ATTACH WARNING STOP SIGN TO DEPLOYABLE CABLE TO WARN VEHICLES OF UPCOMING ROAD

BARRIERS.

8. PROVIDE 10'x10'x4" WWF CONC. BOLLARD STORAGE AREA PAD AND STORAGE SLEEVES. TYPE

AND INSTALLATION OF SLEEVES TO BE DETERMINED BY BOLLARD MANUFACTURER'S

SPECIFICATIONS AND PRODUCT DETAILS. LOCATION OF PAD TO BE COORDINATED BY

CONTRACTOR, CONTRACTING OFFICER AND FACILITY MANAGER PRIOR TO CONSTRUCTION

AutoCAD SHX Text 100%%%

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P E

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11'-9 1/2" R O

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W A

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VEGETATION

VEGETATION

1'-0" M

IN

1'-0" M

IN

75'-1"

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S-103

1" = 10'

FAC 29150 PUMP STATION #7 BARRIER SITE PLAN

1"=10'

5' 10'0 20'

N

TYP. (4)

N.T.S.

KEY PLAN

N

FAC. 29150

AREA

OF WORK

C A

P E

R O

A D

GENERAL NOTE(S):

1. THE FOLLOWING IS THE BASIS OF DESIGN FOR THE BOLLARDS: CALPIPE SECURITY BOLLARD.

2. STRUCTURAL STEEL AND CONNECTION BOLTS SHALL BE HOT-DIPPED GALVANIZED AFTER

FABRICATION IN ACCORDANCE WITH ASTM A123 AND ASTMA153 FOR IRON AND STEEL

HARDWARE.

3. SEE SHEET S-501 FOR BARRIER FOUNDATIONS WHICH SUPPORT THE REACTIONS SHOWN

FOR THE CONDITIONS EXISTING AT THE SITE.

4. DRAWING IS REPRESENTATIVE. FINAL SHOP DRAWINGS SHALL BE PROVIDED BY THE

BOLLARD MANUFACTURER FOR ASSEMBLY AND CONSTRUCTION. SHOP DRAWINGS SHALL BE

REVIEWED AND APPROVED BY OWNER AND PRIOR TO FABRICATION.

5. THE CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC PLAN FOR GOVERNMENT

APPROVAL TO PHASE WORK AS TO HAVE MINIMAL IMPACT TO TRAFFIC.

FLAG NOTE(S):

1. SAW CUT EXISTING PAVEMENT. THE WIDTH OF THE ROADWAY AS NEEDED TO FORM

AND POUR CONCRETE FOUNDATION FOR THE BOLLARDS.

2. PROVIDE 4" REMOVABLE LOCKABLE BOLLARDS. CALPIPE - IBP04080 OR APPROVED

EQUAL. SEE SHEET C-501.

3. PROVIDE PASSIVE BARRIER SYSTEM THAT MEET THE REQUIREMENTS OF UFC

4-022-02. SEE SHEET S-502 FOR MORE DETAILS.

4. REMOVE VEGETATION AS REQUIRED TO INSTALL PASSIVE BARRIER SYSTEM.

COORDINATE REMOVAL OF VEGETATION WITH THE OWNERS ENVIRONMENTAL

DEPARTMENT. BURNING OF ANY REMOVED VEGETATION IS NOT PERMITTED, AND

WILL NEED TO BE LOADED INTO A DUMPSTER AND REMOVED FROM THE SITE.

5. PROVIDE 10'x10'x4" WWF CONC. BOLLARD STORAGE AREA PAD AND STORAGE

SLEEVES. TYPE AND INSTALLATION OF SLEEVES TO BE DETERMINED BY BOLLARD

MANUFACTURER'S SPECIFICATIONS AND PRODUCT DETAILS. LOCATION OF PAD TO

BE COORDINATED BY CONTRACTOR, CONTRACTING OFFICER AND FACILITY

MANAGER PRIOR TO CONSTRUCTION

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63'-0" GATE OPENING

RAILROAD

TRACKS

SWING GATE RANGE

OF MOTION 0°-180°

SWING GATE RANGE

OF MOTION 0°-180°

VEGETATION

RAILROAD

TRACKS

VEGETATION

TITAN III ROAD

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IDENTIFICATION

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S-1041" = 10'

COMPLEX 41 SOUTH GATE PLAN - NEW

1"=10'

5' 10'0 20'

N N.T.S.

KEY PLAN

N

T

IT

A N

II

I R

O A

D

AREA

OF WORK

GENERAL NOTE(S):

1. STRUCTURAL STEEL AND CONNECTION BOLTS SHALL BE HOT-DIPPED GALVANIZED AFTER

FABRICATION IN ACCORDANCE WITH ASTM A123 AND ASTMA153 FOR IRON AND STEEL

HARDWARE. CONTACT SURFACES FOR SLIP CRITICAL CONNECTIONS SHALL NOT BE OILED

OR PAINTED AND FOR GALVANIZED MATERIAL, THE CONTACT SURFACES SHALL BE

PREPARED IN ACCORDANCE WITH AISC-LRFD-99.

2. SEE SHEET S-502 FOR GATE DETAILS.

3. DRAWING IS REPRESENTATIVE. SHOP DRAWINGS SHALL BE PROVIDED. FOR ALL ASSEMBLY

AND CONSTRUCTION. SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY OWNER

AND PRIOR TO FABRICATION.

#FLAG NOTE(S):

1. PROVIDE NEW CABLE REINFORCEMENT AND CONC. BARRIERS PER DETAILS AND

UFC 4-022-03 AND MIL-HDBK-1013/10.

2. PROVIDE NEW CABLE GUIDE PLATES TO FENCE LINE POSTS AS SHOWN.

3. PROVIDE GATE KEEPERS TO HOLD GATE OPEN. SEE DETAILS ON SHEET S-502.

20'-0" M

AX.

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IDENTIFICATION

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S-501

3'-0"

'-0

" 4 '-0

'-0

16"x16" TERMINAL

POST

2'-0"

'-0

'-0

'-0

(3) 1-1/8" STEEL

CABLE

6"x12" LINE

POST

CABLE FENCE BARRIER NOTE(S):

1. CABLE-BASED PASSIVE BARRIER SHALL BE CRASH RATED; M50 RATED; P2 PENETRATION.

2. STEEL COMPONENTS CABLE SHALL BE GALVANIZED PRIOR TO FORMING PER ASTM

A653/A653M WITH A MIN YIELD STRENGTH OF 45,000 PSI WITH A MIN ZINC COATING WIGHT

OF 0.90 OZ. TAMPERPROOF FASTENERS SHALL BE USED TO FASTEN ALL COMPONENTS.

3. GALV STEEL COMPONENTS SHALL BE PROVIDED WITH ZINC PHOSPHATEPRE-TREATMENT

AND SHALL BE FINISHED 2 MIL THERMOSETTING POWDER COATING BASE AND 2 MIL

POLYESTER TOP COAT.

4. CABLE MATERIAL SHALL BE INDEPENDENT WIRE ROPE CORE WIRE ROPE CONFORMING TO

FED SPEC RR-W-410E, PREFORMED, RIGHT RECTANGULAR LAY, MED LUBRICATION, EXTRA

IMPROVED PLOW STEEL (EIPS) WITH BREAKING STRENGTH OF 103,400 POUNDS.

5. CONCRETE FOUNDATIONS SHALL BE CALCULATED AND SHALL BE CERTIFIED BY THE

CABLE BARRIER MANUFACTURER AS PART OF THE COMPLETE AND FUNCTIONING SYSTEM.

6. MANUFACTURER'S WARRANTY SHALL COVER ALL SYSTEM COMPONENTS FOR 15 YEARS

FROM DATE OF ACCEPTANCE.

N.T.S.

BARRIER SYSTEM DETAIL

PASSIVE CABLE FENCE

S-501 S-501

NSS K12/M50 P2 ANTI RAM CABLE

FENCE OR APPROVED EQUAL.

TOP OF FOUNDATION = EXISTING GRADE

NOTE(S):

DETAIL IS NOTATIONAL ONLY. ACTUAL FOUNDATION AND BARRIER

CONFIGURATION (INCLUDING FOUNDATION REBAR SIZES AND SPACING) WILL

DEPEND ON ACTUAL SELECTED MANUFACTURER'S TESTED ASSEMBLY

REQUIREMENTS AND FIELD CONDITIONS. CONTRACTOR SHALL ENSURE THE

COMPLETE INSTALLED ASSEMBLY MEETS THE ASTM F2656, M50/P2.

1.75'

EXISTING GRADE

WHERE APPLICABLE

#4 REBAR HORIZONTAL

REINFORCEMENT

#4 REBAR STIRRUPS

10" ON CENTER

4.00'

4" 3000 PSI CONCRETE

COMPACTED CLEAN FILL

95% DENSITY

3' MAX TYP.

NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH BOLLARD MANUFACTUR

SPECIFICATIONS AND DETAILS.

2. ALL DIMENSIONS BASED ON MANUFACTURES REQUIREMENTS FOR PARTICUL

BOLLARD MODEL NUMBER.

3. SAW CUT EXISTING PAVEMENT OR EXCAVATE EXISTING GRADE BASED ON BOLLA

PLACEMENT LOCATION.

4" REMOVABLE BOLLARD

HINGED LOCKING

COVER

SCALE:

REMOVABLE/ LOCKABLE BOLLARD DETAIL

NONE

EXISTING ASPHALT

AutoCAD SHX Text 100%%%

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S-50210

N.T.S.

SHOULDER NUT EYE BOLT

A

A

N.T.S.

DOUBLE LEAF GATE CABLE DETAIL

N.T.S.

SECTION A

N.T.S.

LOCK BAR DETAIL

N.T.S.

SWING GATE BOLLARD DETAIL

N.T.S.

SWING GATE CABLE DETAIL

NOTE(S):

1. CONTRACTOR TO FIELD VERIFY GATE FRAMING AND

DIMENSIONS.

2. REINFORCEMENT CABLES AND HARDWARE BASED ON UFC

4-022-03 APPENDIX C GATE AND FENCE DETAILS DRAWINGS

UFC 710 - UFC 714.

3. REINFORCEMENT CABLES TO BE ATTACHED TO GATE POSTS

GATE FRAMING AND END POSTS IN MANNER TO ALLOW

CLEARANCE FOR NORMAL GATE OPERATION.

2'-0"

'-0

GROUT FILL

AND WASH

8" DIA. (1/2" WALL THK) STEEL

PIPE BOLLARD W/ CONCRETE

FILL FY= MIN 36 KSI

0.50mm (MIN.)

CORROSION

SHRINK SLEEVE

FINISH GRADE

#4 TIES @ 4" O.C. (TYP.)

(6) #6 BARS

EVENLY SPACED

24" x 24" CONTINUOUS

CONCRETE FOOTING 3

2" CLR

'-0

'-0

'-0

1 1/8" THIMBLE AND

WIRE ROPE CLAMPS

1" DIA. WIRE ROPE

ANCHOR PIN

N.T.S.

GATE KEEPER DETAILS

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S-503

GUIDE PLATE

(3) U-BOLT CLAMP

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S-504

N.T.S.

BOLLARD TO PASSIVE CABLE BARRIER SYSTEM DETAIL

A S-504 S-504

A S-504 S-504

8'-0" RAILROAD TRACK FOOTER

N.T.S.

BOLLARD TO PASSIVE CABLE BARRIER SYSTEM SECTION

4"x3"x3/4 STEEL PLATE WELDED TO 16"x16" TERMINAL POST

WITH 1" DIA. LOCKING PIN 16"x16" TERMINAL POST

6" SCHEDULE 80 PIPE

BOLLARD

N.T.S.

REMOVABLE WIRE CABLE BARRIER SYSTEM IN STORAGE POSITION DETAIL

B S-504 S-504

B S-504 S-504

DISTANCE TO BE SET AFTER BOLLARD &

TERMINAL POST HAVE BEEN CONNECTED

N.T.S.

REMOVABLE WIRE CABLE BARRIER SYSTEM IN STORAGE POSITION DETAIL

16"x16" TERMINAL POST

6" FENCE POST

3/4" WIRE CABLE

ASSEMBLY

16"x16" TERMINAL POST

6" SCHEDULE 80 PIPE

BOLLARD

REMOVABLE WIRE

ROPE PIN

FIXED WIRE

ROPE PIN

'-3

3/4" WIRE CABLE

ASSEMBLY

TOP OF FOUNDATION = EXISTING GRADE

3/4" WIRE CABLE

ASSEMBLY

REMOVABLE WIRE

ROPE PIN

FIXED WIRE

ROPE PIN

REMOVABLE WIRE

ROPE PIN

FIXED WIRE

ROPE PIN

16"x16" TERMINAL POSTREMOVABLE WIRE

ROPE PIN

FIXED WIRE

ROPE PIN

3/4" WIRE CABLE

ASSEMBLY

6" FENCE POST

'-4

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3'-6" MIN.