Stamped Drawings-Construct 241st Security Measures.pdf

CONSTRUCT 241ST SECURITY MEASURES

NTEA182006

TENNESSEE AIR NATIONAL GUARD

NTEA182006

TENNESSEE AIR NATIONAL GUARD

25 AUGUST 2025

CONSTRUCT 241ST SECURITY MEASURES

TYPE B3 SUBMITTALTYPE B3 SUBMITTAL

AutoCAD SHX Text 240 West Bessemer Street Alcoa, TN 37701 ph. 865 980 3500

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Si de w al k

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Sidewalk

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GEOTHERMAL FIELD

GEOTHERMAL FIELD

GEOTHERMAL FIELD

GENERAL NOTES

1. COORDINATES TAKEN FROM SURVEY PERFORMED BY C2RL ENGINEERS,

INC. DATED MARCH 18, 2022.

2. LOCATION OF EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES

AND STRUCTURES INDICATED ARE APPROXIMATE ONLY, AND THOSE

SHOWN MAY NOT BE ALL THAT EXIST ON THE PROJECT SITE. CONTRACTOR

SHALL DETERMINE ACTUAL LOCATION OF ALL UTILITIES AND STRUCTURES

ON THE PROJECT SITE AND SHALL ASSUME RESPONSIBILITY FOR ANY

DAMAGE TO UTILITY LINES DURING WORK ON THE PROJECT. FOR

UNDERGROUND UTILITY LOCATION CALL TENNESSEE ONE CALL AT 811.

TENNESSEE ONE CALL TICKET NUMBER MUST BE KEPT/KNOWN BY ALL

EXCAVATION OPERATORS.

3. ALL MATERIAL GENERATED BY DEMOLITION SHALL BE DISPOSED OF

OFF-SITE IN ACCORDANCE WITH ALL STATE, LOCAL, AND FEDERAL

REQUIREMENTS. ENGINEER HAS NO KNOWLEDGE OF ANY HAZARDOUS

MATERIALS IN PROJECT AREA.

4. PROPERTY ADDRESS: 6511 BONNY OAKS DRIVE CHATTANOOGA, TN 37416

BENCH MARK

HDPE HIGH DENSITY POLYETHYLENE

REINFORCED CONCRETE PIPERCP

SIGN

CURB INLET

CATCH BASINS

INTERMEDIATE CONTOUR

INDEX CONTOUR

HANDICAP PARKING

CHAIN LINK FENCE

STORM SEWER LINE

B.M.

PROPERTY BOUNDARY

LEGEND

EXISTING

NEW DECORATIVE SECURITY FENCE

NEW WORK

BOLLARD

N.T.S.

LOCATION MAP

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CHATTANOOGA

METROPOLITAN

AIRPORT

I-75

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PROJECT SITE

6511 BONNY OAKS DR.

CHATTANOOGA, TN 37416

PROJECT CONTACTS

CONTRACTING OFFICER'S TECHNICAL REP. - LTC. JAY FERGUSON

(865) 336-4212

A1 C2.1

AMERISTAR STALWART IS OR

KEY NOTES

A. COLUMN TYPE "A", SEE SECURITY FENCE DETAIL A1 SHEET C2.1

B. COLUMN TYPE "B", SEE SECURITY FENCE DETAIL A1 SHEET C2.1

1. REPAIR EXISTING FENCE, SEE DETAIL J1 SHEET C2.1

2. RECONNECT EXISTING CHAINLINK FENCE TO NEW SECURITY FENCE

COLUMN.

3. 24' CANTILEVERED GATE WITH POWER OPERATOR AND ACCESS CONTROL

SEE ENLARGED PLAN AT GATE A1 SHEET C2.2 AND DETAIL J10 SHEET C2.1.

4. MAN GATE WITH ACCESS CONTROL, FAIL SECURE STRIKE, AND EGRESS

CRASH BAR. SEE DETAIL A11 SHEET C2.2.

5. SECURITY CAMERA, EXTEND 1" CONDUIT TO NEW COMM PULLBOX. FOR

POWER AND COMMUNICATIONS WIRING TO SECURITY ROOM BY SECURITY

CONTRACTOR. ROUTE CONCEALED WHEREVER POSSIBLE. SEE NOTE 6

FOR APPROXIMATE LOCATION OF SECURITY ROOM. SEE DETAILS H1 & A11

SHEET C2.2 FOR ADDITIONAL INFORMATION.

6. APPROXIMATE LOCATION OF SECURITY ROOM.

7. EXTEND MOW STRIP TO EXISTING SIDEWALK BETWEEN 7 A AND 7 B.

PROVIDE 12" EXPANSION JOINT BETWEEN NEW AND EXISTING CONCRETE.

8. NEW COMMUNICATIONS PULL BOX. SEE DETAIL H5 SHEET C2.2

9. EXISTING COMMUNICATIONS MANHOLE. CORE DRILL AND GROUT IN NEW

CONDUIT AS INDICATED. (SEE NOTE #13 BELOW)

10. NEW 4" CONDUIT WITH 4EA 1" INNERDUCT. FOR COMMUNICATIONS AND

SECURITY WIRING.

11. EXISTING GATE OPERATOR TO BE REMOVED. INSTALL JUNCTION BOX AND

RECONNECT NEW GATE OPERATOR TO EXISTING CIRCUITRY.

12. REMOVE EXISTING CONCRETE ISLAND AND ACCESS CONTROL FOR

EXISTING GATE. SAW CUT EXISTING PAVEMENT AND PATCH AS REQUIRED.

13. DUCTBANK FROM MANHOLE AT NOTE 9 TURNS UP THIS APPROXIMATE

LOCATION. SECURITY CONTRACTOR TO ROUTE ACCESS CONTROL WIRING

ALONG EXISTING CABLE TRAY TO SECURITY OFFICE AT NOTE 6 .

14. INSTALL WASHED RIVER ROCK.

15. FILL ERODED AREAS WITH COMPACTED SOIL. MATCH EXISTING GRADES.

TOPSOIL. SOD DISTURBED AREAS.

16. REMOVE MOUNDED SOILS FROM ASPHALT SURFACE .

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# SEE KEY NOTES BELOW

EXISTING CABLE TRAY

7A

7B

REMOVE EXISTING CHAINLINK FENCE

INCLUDING ALL POST, RAILS AND

CONCRETE BASES. (FILL HOLES WITH

COMPACTED SOIL.)

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B

(TYPICAL)

EQUIVALENT.

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NEW WASHED RIVER ROCK. A11

C2.1

SEE DETAIL

SCALE: 1" = '

0 40 80 120

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NOTE:

COMMUNICATIONS EQUIPMENT SHOWN FOR

DESIGN INTENT. CONTRACTOR TO PROVIDE

RACEWAY AND ROUGH-IN ONLY.

ALL COMMUNICATIONS AND SECURITY AND

MONITORING EQUIPMENT NOT IN

CONTRACT. N.I.C.

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CONSTRUCTION METHOD

CONSTRUCTION METHOD

WHEN 1 BAY SPANS SWALE

WHEN 2 BAYS SPAN SWALE

STANDARD LINE POST

BARBED WIRE

3 STRANDS, 4-POINT ZINC COATED

NO. 7 TENSION WIRE

STEEL I-BEAM POST, TYPICAL

STEEL INTERMEDIATE I BEAM POST, BY

AMERISTAR. 36" DEEP, 12" HOLE, CONCRETE

BACKFILL. PER MFGR'S INSTRUCTIONS

(TYPICAL)

36"x36"x60" CONCRETE

FOUNDATION FOR PIER.

MASONRY CORE

STANDARD CONCRETE

BLOCK, WITH GROUT

FILLED CELLS.

BRICK VENEER.

4 EA #4 REBAR "L" TIE TO

FOUNDATION REBAR, AND EXTEND

UP 7' INTO MASONRY PIER.

25" SQUARE PRECAST CONCRETE

PIER CAP. BRUSHHAMMER FINISH.

AS MFG'D BY MODERN PRECAST

OR APPROVED EQUAL. 25" SQUARE PRECAST CONCRETE

PIER CAP. BRUSHHAMMER FINISH.

AS MFG'D BY MODERN PRECAST

OR APPROVED EQUAL.

5'-0"

2"

8'-0"

2'x4" THICK FIBER REINFORCED

CONCRETE MOW STRIP. FLUSH

WITH GRADE.

"C" CHANNEL FLAT WALL BRACKET,

ATTACH TO MASONRY PER MFGR'S

RECOMMENDATIONS.

8'-0" (TYPICAL INTERMEDIATE POST)

(MEASURE AT GRADE)

32' NOMINAL SPACING BETWEEN PIERS.

4 EA #4 REBAR "L" TIE TO #4

REBAR EWEF IN FOUNDATION AND

EXTEND UP 2' INTO MASONRY

PIER. (TYP) ATTACH CABLES PER

AMERISTAR RECOMMENDATIONS.

6"

2'x4" THICK FIBER REINFORCED

CONCRETE MOW STRIP. FLUSH

WITH GRADE. EXTEND MOW STRIP

TO EXISTING SIDEWALK AS REQUIRED

PROVIDE 12" EXPANSION JOINT BETWEEN

NEW AND EXISTING CONCRETE.

32' NOMINAL SPACING BETWEEN PIERS.

BRICK VENEER.

(TO MATCH EXISTING FACILITY)

TYPE "A" TO BE RED BRICK.

TYPE "B" TO BE BROWN BRICK.

BOTH TYPES TO HAVE AN INSET SOLDIER

COURSE OF TAN BRICK .

ELEVATION

PLAN

ENLARGED PIER DETAIL

NTS

NTS

NTS

STALWART IS BY AMERISTAR

TIE WIRE

12" O.C.

TIE WIRE 2' MAX

SPACING #9 GAGE DRIVE LINE POST A MIN. OF 3'-0"

DEEP WITH TOP AT NO. 7

REINFORCED WIRE

A-1 SECURITY FENCE DETAIL

NOT TO SCALE

J-1 FENCE REPAIR DETAIL

NOT TO SCALE

A-11 WASHED RIVER ROCK

NOT TO SCALE

J-10 CANTILEVER GATE DETAIL

NOT TO SCALE

FENCE LINE6" GATE MOUNTING POST

RECEIVER LATCH POST

FENCE LINE

TRANSPORT TRAVERSE

IS CANTILEVER GATE

SEE MFGR'S RECOMMENDATIONS

8' -0

NEW GATE OPERATOR

24'

SEE MFGR'S RECOMMENDATIONS

24' OPENING

NOTE:

GATE AND OPERATOR SHALL BE NEW. NEW GATE OPERATOR SHALL BE AS

MANUFACTURED BY HYSECURITY. SIDE DRIVER 40 SERIES MODEL # 222 E ST.

HYDRAULICALLY ACTUATED XTREME DRIVE SYSTEM. PROVIDE WITH MOUNTING BASE

AND ALL REQUIRED ACCESSORIES TO COMPLETE INSTALLATION. PROVIDE NEW EXIT

LOOP AND KEYPAD WITH ALL REQUIRED CONDUIT (THIS CONTRACT).

STEEL WIRE (2" MESH)

#9 ALUMINUM COATED

STEEL INTERMEDIATE I BEAM POST, BY

AMERISTAR. 36" DEEP, 12" HOLE, CONCRETE

BACKFILL. PER MFGR'S INSTRUCTIONS

(TYPICAL)

1. ALL HARDSCAPE SHALL BE D50 12" WASHED RIVER SLICKS

OVER FABRIC VEGETATIVE BARRIER. NO STONES SMALLER

THAN 4" IN SMALLEST DIMENSION.

2. HARDSCAPE SHALL BE FLUSH WITH SIDEWALK/CURB

ELEVATION.

NOTES:

PROPEX GEOTEX 801

NON-WOVEN FABRIC

OR EQUIVALENT

WASHED RIVER

SLICKS HARDSCAPE

12"

2" SLOPE FROM FACE OF BLDG

Ad d

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ROUTE VEHICLE BARRIER

CABLES "CLASS K8" THRU

FENCE PER MANUFACTURERS

DETAILS. (TYPICAL)

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A-1 ENLARGED PLAN AT CANTILEVER GATE

NOT TO SCALE

CODED NOTES

1. FRAME - WELDED

2. HINGE - STAINLESS STEEL

3. CLOSER - HYDRAULIC NORTON 7500

4. CRASH BAR - DETEV V40 WITH ALARM

5. DETEV TRIM HANDLE WITH KEY OVERIDE - STAINLESS STEEL

6. LOCK - ELECTRIC STRIKE (FAIL SECURE)

7. PROXIMITY CARD READER TO MATCH BASE STANDARD

8. 4" WEATHERPROOF JUNCTION MOUNTED AT BASE OF COLUMN

9. 3/4" CONDUIT FOR WIRING BY SECURITY CONTRACTOR.

10. EXTEND 1" CONDUIT TO COMM PULL BOX. WIRING TO SECURITY

SYSTEM BY SECURITY CONTRACTOR, SEE SITE PLAN C1.1 KEY

NOTE 6 (MAX 24" DEEP EXCAVATION IN GEOTHERMAL FIELDS)

COORDINATE WITH EXITING PIPEWORK.

11. INTERCOM / PHONE BY SECURITY CONTRACTOR.

REMOVABLE

THRESHOLD

3" 12GA

GALVANIZED

JAMB FRAME

THREAT SIDE

LEFT HAND SWING

41 7/8

SECURE SIDE

FENCE COULMN TYPE "A" OR "B",

TYPICAL

A-11 MAN GATE DETAIL

NOT TO SCALE

NOTE:

GATE SHALL BE AMERISTAR

EXODUS SERIES WITH

WIREWORKS INFILL. NO BARS.

(OR EQUAL) DIRECT BURY FRAME

POSTS.

NEW STEEL ISLAND FORM, INFILL CENTER WITH #57 STONE AND 4"

CONCRETE SLAB, W2.9xW2.9 12"X12" WWF REINFORCEMENT INSIDE STEEL

FORMED ISLAND. RIVERSIDE STEEL W4-H13-L20 OR EQUAL. 4' WIDE, FULL

WIDTH RADIUS ENDS, 13" HIGH, 20' LONG. PAINTED YELLOW.

SAW CUT EXISTING PAVEMENT, SET

NEW ISLAND RING BELOW FINISHED

SURFACE AT LOWEST POINT AND

LEVEL ISLAND RING.

8" CFPP, COVER WITH MDPE

JACKET AND REFLECTIVE BAND

(TYPICAL)

NEW COMM. PULL BOX. FLUSH TO TOP

OF ISLAND. "COMMUNICATIONS" LOGO

ON COVER. SEE DETAIL

GATE OPERATOR, SEE SPECS.

INSTALL PER MFGR'S

RECOMMENDATIONS.

GATE MOUNTING POST. 6" SQUARE

STEEL TUBING, INSTALL PER GATE

MFGR'S RECOMMENDATIONS. (TYP)

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2EA 3/4" CONDUIT FOR GATE

OPERATOR CONTROL WIRING.

16 AWG XLPE EXIT LOOP WIRE, SAW CUT

INTO EXISTING PAVEMENT AND SEALED.

APPX 5'x24' LOOP 5' FROM GATE.

1" CONDUIT FOR CAMERA

STUB-UP 2EA 3/4"

CONDUIT FOR

FUTURE PEDESTAL.

6.8x6.8x4.5" WEATHERPROOF

JUNCTION BOX MOUNTED FLUSH IN

COLUMN, EXTEND 1" PVC CONDUIT TO

PULLBOX FOR SECURITY WIRING BY

SECURITY CONTRACTOR.

TO PULL BOX.

CONDUIT

WITH STAINLESS BOLTS.

SECURE BOX TO PAD

4" CONCRETE PAD,

FINISHED GRADE

"LOGO" = "COMMUNICATIONS"

MINIMUM DEPTH

24" BELOW

FINISHED GRADE

CONDUIT

12"x12" OPENING IN PAD FOR

#57 STONE FRENCH DRAIN 24" DEEP.

NOTE:

BOX SIZES SHALL BE 19.25"x 32.25"x 30"

DEEP OR AS INDICATED ON SITE PLAN. ALL

BOXES SHALL BE QUAZITE TYPE "PG"

STACKABLE TIER 15

* (WHEREVER PRACTICAL CONNECT TO STORM DRAINAGE

SYSTEM WITH 3" PVC IN LIEU OF FRENCH DRAIN.

STALWART IS BY AMERISTAR (OR EQUAL)

LONG SWEEP EL 24" RADIUS.

H-1 SECURITY CAMERA DETAIL

NOT TO SCALE

H-5 COMMUNICATIONS PULL BOX DETAIL

NOT TO SCALE

PLAN

NTS

FRONT ELEVATION

NTS

GATE DOOR DETAIL

NTS

8'-0"

INTERCOM. MOUNT

SPEAKER 48" AFG.

SEE NOTE

CARD READER

MOUNT 34" AFG.

SEE NOTE

(FRONT AND

REAR)

CAMERA JUNCTION BOX,

SEE DETAIL H1 THIS

SHEET.

PTZ CAMERA AND MOUNTING

BRACKET BY SECURITY

CONTRACTOR.

4" W.P. JUNCTION

SEE NOTE

(REAR ONLY)

NOTE: SEE DETAIL H1 THIS SHEET

FOR SECURITY CAMERA CONDUIT

(NOT SHOWN)

EXTEND FENCE TO BEYOND GATE

OPENING, TERMINATE ON RAIL POST.

MAXIMUM DEPTH

24" BELOW

(INSIDE GEOTHERMAL FIELD)

CONDUIT AND WIRE APPX. 125 LF TO

EXISTING GATE OPERATOR LOCATION

AND CONNECT AS REQUIRED. FIELD

VERIFY EXACT WIRE/CONDUIT SIZE

ADJUST AS REQUIRED FOR VOLTAGE

DROP.

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NOTE:

COMMUNICATIONS EQUIPMENT SHOWN FOR

DESIGN INTENT. CONTRACTOR TO PROVIDE

RACEWAY AND ROUGH-IN ONLY.

ALL COMMUNICATIONS AND SECURITY AND

MONITORING EQUIPMENT NOT IN

CONTRACT. N.I.C.

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