ADDENDUM 2.pdf

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ADDENDUM

This addendum forms a part of the contract documents and modifie s previous documents, specificat ions and drawings pertaining to these items dated July 21, 2022. The Contractor shall notify the architect immediate ly with any d iscrepancies or e rrors found in these documents.

DESCRIPTION

This addendum provides the Low Voltage and Te lecommunication d rawings and specifications dated July 21, 2022, addresses questions on seve ral of the Civil shee ts date July 21, 2022, and provides clarification for the various types of signage to be p rovided.

DRAWINGS

Archit e ct ural

1. Shee t A-502 – Details

1.1 Detail 9 – Monument Sign

- Provides add itional information for the footing and signage mate rials

Civil

2. Shee t CA402 – Bid Option Site Plan Block 2

2.1 Legend – Irregular Pane l

- Provides the Refe rence to shee t CP501 for irregular shaped paving pane ls

3. Shee t CA404 – Bid Option Site Plan Block 4

3.1 Legend – Irregular Pane ls

- Provides the Refe rence to shee t CP501 for irregular shaped paving pane ls

4. Shee t CP501 – Paving , Jointing , Curb & Ramp Details

4.1 Detail 9 – Irregular Pane l Re inforcement Detail

- Provides add itional information for re inforcement

ADDENDUM NO. Addendum 02

ADDENDUM DATE 7/21/2022

PROJECT OKANG Commercial Inspection Facility – Tulsa, Oklahoma

CLIENT Oklahoma Air National Guard – Tulsa, Oklahoma

ARCHITECT Cynte rgy AEC, LLC – 810 S. Cincinnati Ave ., Ste 200, Tulsa, OK 74119

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5. Shee t CP502 – Site Signage De tails

5.1 New Shee t

- Provides add itional information for p roject signage

6. Shee t CP503 – Site Signage De tails

6.1 Detail 2 – Traffic Signage De tail

- Provides add itional information for installation of p roject signage

7. Shee t CU501 – Utility De tails

7.1 Details A3 & C3 – Direct Buried Conduit (4x4) and (2x2) for Electrical Power and Communication

- Provides add itional information for the installation of conduits

8. Shee t CP502 – Site Signage De tails

8.1 New Shee t

- Provides add itional information for p roject signage

Communicat ions

9. Shee t TG101 – General Notes and Symbols

9.1 New Shee t

- Provides add itional information Communications and Low Voltage

10. Shee t TG102 – Responsib ility Schedule

10.1 New Shee t

- Provides add itional information Communications and Low Voltage

11. Shee t TS101 – Site Plan

11.1 New Shee t

- Provides add itional information Communications and Low Voltage

12. Shee t TS402 – Site Plan – Block 2

12.1 New Shee t

- Provides add itional information Communications and Low Voltage

13. Shee t TS404 – Site Plan – Block 4

13.1 New Shee t

- Provides add itional information Communications and Low Voltage

14. Shee t T-101 – Floor Plans

14.1 New Shee t

- Provides add itional information Communications and Low Voltage

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15. Shee t T-201 – Reflected Ce iling Plan

15.1 New Shee t

- Provides add itional information Communications and Low Voltage

16. Shee t T-301 – Elevation Views

16.1 New Shee t

- Provides add itional information Communications and Low Voltage

17. Shee t T-302 – Elevation Views

17.1 New Shee t

- Provides add itional information Communications and Low Voltage

18. Shee t T-401 – IDF/MDF Plans and Elevations

18.1 New Shee t

- Provides add itional information Communications and Low Voltage

19. Shee t T-501 – Te lecom Details

19.1 New Shee t

- Provides add itional information Communications and Low Voltage

20. Shee t T-502 – Outle t & Cable Labe ling Examples

20.1 New Shee t

- Provides add itional information Communications and Low Voltage

21. Shee t T-503 – Camera Installation De tails

21.1 New Shee t

- Provides add itional information Communications and Low Voltage

22. Shee t T-504 – Access Control System – Door Type C1 & Pole -Mount Camera De tail

22.1 New Shee t

- Provides add itional information Communications and Low Voltage

23. Shee t T-601 – Technology Diagrams

23.1 New Shee t

- Provides add itional information Communications and Low Voltage

24. Shee t T-602 – Security Schedules

24.1 New Shee t

- Provides add itional information Communications and Low Voltage

25. Shee t T-603 – Diagram, Functional, and Events & Alarms Matrix

25.1 New Shee t

- Provides add itional information Communications and Low Voltage

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SPECIFICATIONS

Communicat ions

1. 27 10 00 – Build ing Te lecommunications Cabling System

1.1 New Spec Section

- New

2. 27 13 23.00 40 – Communications Optical Backbone Cabling

2.1 New Spec Section

- New

3. 27 51 16 – Rad io and Public Address Systems

3.1 New Spec Section

- New

4. 28 05 26.00 40 – Grounding and Bonding for Electronic Safety and Security

4.1 New Spec Section

- New

5. 28 10 05 Electronic Security Systems (ESS)

5.1 New Spec Section

- New

6. 34 41 26.00 10 – Access Control Point Control System

6.1 New Spec Section

- New

Gene ral Comment

1. Signage – All signage to follow UFC 3 120 01 2003 Air Force Sign Standard requirements.

END OF ADDENDUM NARRATIVE

TULSA AIR NATIONAL GUARD BASE

Oklahoma Air National Guard

U.S. AIR FORCE

GATEHOUSE ROOF PLAN

119'-8"

AAAAA

MISC. METAL TRIM - MSM1

METAL FASCIA - MR1

7/8" HAT CHANNEL AT TOP

AND BOTTOM OF FASCIA

FLASHING DRIP EDGE

SOFFIT PANEL END CLIP

PRE-FINISHED SOFFIT PANEL - MS

EXPOSED STEEL STRUCTURE - PT-1

STEEL STRUCTURE

PRE-FABRICATED COLD FORMED

METAL ROOF TRUSS

PRE-FINISHED GUTTER AND

DOWNSPOUT - MSM1

1 1/2" METAL DECKING

CONTINUOUS UNDERLAYMENT,

5/8" EXT. PLYWOOD

STANDING SEAM METAL ROOF TO

MATCH BASE STANDARD - SSRM

4" / 1 2"

TOP MASONRY

111'-4"

PRE-FINISHED METAL GUTTER

DRIP EDGE

PRE-FORMED PRE-FINISHED

METAL FASCIA

5/8" EXT. PLYWD ON 1 1/2"

METAL DECKING

STANDING SEAM METAL ROOF

TO MATCH BASE STANDARD

4" / 12"

1'-4"

CONCRETE DECK,

RE: STRUCTURAL

2" CONTINUOUS

POLYISO

INSULATION

LOAD BEARING

CONCRETE MASONRY

CONTINUOUS EAVE VENT

W/ INSECT SCREENING

DRIP EDGE

4" 2 3/4"

/8

2'-8" 2'-8" 2'-8"

2" 3'-3" 2"

2" 1'-11 1/2" 2"2" 2'-2" 2"2" 1'-11 1/2" 2"

3/8" LINTLE SUPPORT PLATE

STRUCTURAL STEEL TUBE

CAST STONE

BRICK VENEER

BALLISTIC GLAZING SYSTEM

EL 103'-4"

4'-9 1/2"

2" 4'-0" 2"

3/8" LINTEL SUPPORT PLATE

BALLISTIC GLAZING SYSTEM

STRUCTURAL STEEL TUBE

CAST STONE

BRICK VENEER

EL 103'-4"

2'-2 5/8" 3'-3 3/8"

2"1'-3 1/2"2" 2" 2'-6" 2"

EL 103'-4"

3/8" LINTLE SUPPORT PLATE

STRUCTURAL STEEL TUBE

CAST STONE

BRICK VENEER

BALLISTIC GLAZING SYSTEM

2'-10 3/8"

2"2'-4 3/8"2"

3/8" LINTEL SUPPORT PLATE

BALLISTIC GLAZING SYSTEM

STRUCTURAL STEEL TUBE

CAST STONE

BRICK VENEER

EL 103'-4"

FIRST FLOOR

100'-0"

BRICK VENEER

/2

CAST STONE

CONCRETE

WALL

5" 1'-0" 5"

1'-10"

WEEP HOLES AT

24" ON CENTER

1/2" TO 1" MIN 1/8"

FINISHED WALL

ALUMINUM PLAQUE WITH 3" DIE

CUT VINYL LETTERS - WHITE,

HELVETICA MEDIUM

THREADED ALUMINUM STUD

MOUNTING

BACKGROUND FINISH WITH

SEMI-GLOSS BAKE ENAMEL ALL

AROUND. "STANDARD BLUE"

CLOSE ENDS WITH ALUMINUM SHEETING

CONTINUOUS WELD INTERIOR CORNERS,

MATCH COLOR OF SIGN

CHANGEABLE

PLAQUE

FINISHED WALL

ALUMINUM DIMENSIONAL LETTER,

HELVETICA MEDIUM

THREADED ALUMINUM STUD

MOUNTING

FINISH WITH SEMI-GLOSS

BAKED ENAMEL ALL AROUND,

"STANDARD BLUE"

1/2" TO 1" MIN 1/8"

CUT LETTERS EMBLEM / PLAQUE

#10 X 3/4" SOCKET HEAD

SELF-TAPPING SCREW

EMBLEM SHALL BE DIE CUT

VINYL OR REFLECTIVE SHEETING

APPLIED TO SIGN FACE - ALL

EMBLEMS TO BE FULL COLOR;

REFER BASE STANDARDS

0.08" ALUMINUM SHEETING

0.08" X 1" X 3/4" ALUMINUM ANGLE

WITH 1/4" DIAMETER MASONRY

EXPANSION ANCHOR

WELD CORNERS

FINISH WITH SEMI-GLOSS BAKED

ENAMEL ALL AROUND, "STANDARD

BLUE"

FINISHED WALL

12" X 12" “AIR COMBAT COMMAND” EMBLEM

BRICK SOLDIER COARSE

CAST STONE CAP

POLISHED ALUMINUM AIR FORCE EMBLEM

POLISHED ALUMINUM LETTERS, ARIAL BLACK

PREFINISHED ALUMINUM PANEL, WRAP TOP OF PANEL OVER

2” X 2” SQUARE ALUMINUM TUBE FRAME, SIGN FABRICATOR

TO DETERMINE ALL STRUCTURAL AND ATTACHMENT REQUIREMENTS

24” WIDE CONCRETE MOW STRIP UNDER SIGN

SPLIT-FACE CONCRETE

MASONRY UNIT

#4 DOWELS IN PAIRS AT 16" ON CENTER WITH

ACI STD HOOK IN FOOTING

#5's AT 12" ON CENTER

#4's AT 16" ON CENTER, EACH WAY

C L R

/2

/8

2" 2'-0" 1" 10'-0" 1" 2'-0" 2"

C L R

T

Y P

ALL SIDES

6"

VOLUME 1 OF 1

Sheet ____ of ____

SHEET

REFERENCE

NUMBER

Symbol Description Date ApprovedCONTRACT NUMBER:

PLOT DATE:

PLOT SCALE:

DWN BY: CHK BY: FILE NAME:

DATE:DESIGNED BY:

OKLAHOMA AIR NATIONAL GUARD

TULSA OK

BCE: KURT W. STEPHENS, Lt Colonel

A B C D E F G H

O R

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CYNTERGY

810 SOUTH CINCINNATI

2ND FLOOR

TULSA, OK 74119

918-877-6000

As indicated

C U s e rs

\w a lla c c

\D o c u m e n ts

\R e v it \C

IF

A rc h

S tr u c t_ c w a lla c e

S H

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P .r v t

10168

A-502

W912L6-13-D-0002, TO 21

08/03/2021

CCW LDW

08/03/2021DFP

COMMERCIAL INSPECTION

FACILITY

PROJECT NUMBER: XHZG159052

DETAILS

A U

G U

S T

T Y

P E

B -3

F

IN

A L S

U B

M

IT

T A

L

F O

R C

O N

S T

R U

C T

IO

N

S T

A

TE OF OKLAHOM

A

LIC

ENSED ARCHIT

EC

T

DAVID F.

PHELPS

1 1/2" = 1'-0"1

CANOPY SOFFIT

1 1/2" = 1'-0"2

BUILDING SOFFIT

3/8" = 1'-0"3

EAST WINDOW

3/8" = 1'-0"5

SOUTH WINDOW

3/8" = 1'-0"6

NORTH WINDOW

3/8" = 1'-0"4

GUARD WINDOW

1 1/2" = 1'-0"7

CRASH ATTENUATOR

3" = 1'-0"8

SIGN DETAILS

TYPE B-3 FINAL SUBMITTAL 08/03/2021

1 ADDENDUM 1 07/21/2022

3/4" = 1'-0"9

MONUMENT SIGN

07/21/22

FI

BE

R

FI

BE

R

FI

BE

R

FI

BE

R

FI

BE

R

FI

BE

R

FI

BE

R

FI

BE

R

FI

BE

R

FI

BE

R

FI

BE

R

FI

BE

R

FI

BE

R

FI

BE

R

FI

BE

R

X

X

X

X

X

XXX

X

XXXXXXXXXXXXXXXXX

X

XXXX

X X

X X

X X

X X

X X

X X

X X

X X

X X

XFMR

CONC. LANE BASE BID

CO

CO

CO

1.5 0'

FH

1.

1.50'

BEGIN WALL

1.50'

1.

EXISTING SIDEWALK

1.50'

1.

GI

BIO RETENTION

AREA 2 SDMH

GI

SDJB

BIO RETENTION

AREA 1

PES GIBIO RETENTION

AREA 3

GI

CO

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

1.50'

41.50'

R

2.13'60'

58'64'

75'60'28' R

R

R

RR

R

R

RR

R

2.13'60'

33.00'

58'64'75'

7.

17'

R

R

R R

R

R

R

R

R

R

R

R

R

R

R

R

R R

R

R R

R

R

R

R

R

R R

R

R

R

RR

R

R

R

R

R

R

R

R

R

R

R

R R

R

R

R

R

R

R

R R

R R

R

R

R

R

R

R

R

60'28'

9'

4 - EQ. SPACES AT 15' = 60'

8.0'

6 - EQ. SPA'S AT 11.67' = 70'

7.

9'

6 - EQ. SPA'S AT 14' = 84'

7.

9'

9.20'

.5

0'

.5

0'

3/4" EXPANSION ALONG

GUTTER EDGE (TYP.)

15'

2 - EQ. SPA'S

AT 15' = 30'

3.

R R

R

14'

5- EQ. SPACES AT 15' = 75'

4 - SPA'S AT 11.5' = 46'

33.74'

33.00'

CLJ

CLJ

CLJ

CLJ

CLJ

CLJ

CLJ

CLJCLJ

CLJ

CLJ

C

TJ

C

TJ

C

TJ

C

TJ

C

TJ

C

TJ

C

TJ

C

TJ

C

TJ

C

TJ C

TJ

EJ

C

TJ

C

TJ

EJ EJ

EJ

EJ

EJ

EJ

EJ

BEGIN OPTION #4

MATCH LINE - RE: CA404

M

AT

C H

L

IN

E

- R

E:

C

A4

CA402

CA402.DWG

BID OPTION SITE PLAN

BLOCK 2

N. MINGO ROAD

80' RIGHT-OF-WAY

0 20' 40'

SCALE: 1" = 20'-0"

N

LIMITS OF

CONSTRUCTION

FUEL FACILITY NOT

IN CONTRACT

HGFEDCBA

AU

G

U

ST

, 2

- T

YP

E B-

FI

N

AL

S U

BM

IT

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138TH FIGHTER WING ApprovedDateDescriptionSymbol

DATE:

FILE NAME:

DESIGNED BY:

DWN BY: CHK BY:

PLOT DATE:

PLOT SCALE:

CONTRACT NUMBER:

SHEET

REFERENCE

NUMBER

Sheet of

05/27/2021

SAT

SAG

VOLUME 1 OF 1

COMBA

AIR MAND

COMT

COMMERCIAL INSPECTION

FACILITY RHR

OKLAHOMA AIR NATIONAL GUARD

TULSA OK

BCE: KURT W. STEPHENS, Lt Colonel

05/27/2021

CYNTERGY

810 SOUTH CINCINNATI

2ND FLOOR

TULSA, OK 74119

918.877.6000

W912L6-13-D-0002, TO 21

CYNTERGY

ENGINEERING, PLLC

CA # 3537

EXPIRES 6/30/2024

1:1

101 TYPE B-3 FINAL SUBMITTAL 08/03/2021

PROJECT NUMBER: XHZG159052

N MINGO ROAD

E

6t h

S

TR

EE

T

N

KEY PLAN

NOT IN

CONTRACT

NOT IN

CONTRACT

ADDENDUM 07/21/2022

PROPERTY LINE

PROPERTY LINE

KEY NOTES:

OPTION #1 - CONCRETE PAVEMENT

THROUGHOUT PROJECT SITE

OPTION #2 - VISITOR PARKING, WITH SIDEWALK

AND CROSSWALK TO GATE HOUSE

OPTION #3 - AMERISTAR IMPASSE II FENCE WITH

BARRIER CABLE AT FRONT ENTRY

OPTION #4 - MOW STRIP UNDER ALL FENCING

AND PASSIVE BARRIER THROUGHOUT PROJECT

SITE

DRAWING NOTES:

1. REFER TO CP101 FOR PAVEMENT MARKINGS

AND TRAFFIC SIGNS.

2. FOR BASE BID SITE PLANS REFER TO CS401

THROUGH CS406.

3. FOR CENTERLINE ALIGNMENT AND CURVE DATA

REFER TO SHEET CS601-CS603.

4. PROVIDE CONCRETE MOW STRIPE FOR BOTH

OPTION #3 AND OPTION #4.

CONTRACTION TRANSVERSE JOINT

CONTRACTION LONGITUDINAL JOINT

EXPANSION JOINT

CONSTRUCTION TRANSVERSE JOINT

CONSTRUCTION LONGITUDINAL JOINT

IRREGULAR PANEL RE: CP501

CTJ

CLJ

EJ

R

JOINTING LEGEND:

2 2

X

X

AVB AVB

1.50'

END FENCE

AND OPTION

#4

1.50'

EXISTING SEWER

LIFT STATION

TO REMAIN

8'

1.50'

LP

LP

LP

LP

LP

LP

LP

LP

1.50'

1.50'

.5

R

R

R R

R

R

R

R

3/4" EXPANSION ALONG

GUTTER EDGE (TYP.)

RRRR

R

R

R

R R

R

R R

R

R

R

R

R

4 - EQ. SPACES AT 14' = 56' 6 - EQ. SPA'S AT 12' = 70'

6.

12'12'

2.

8'

SP

AC

E

JO

IN

TS

A T

' O

N C

EN

TE

R

14'

13.5'14.33'

13.5'

10' 4' 10'

9.

5'

-S

PA

'S

A T

EQ. 4' EQ.

14'14'

C

LJ

C

TJ

C

TJ

C

TJ

CTJ

EP

EP

C

LJ

C

LJ

2'

12'11'9'

MATCH LINE - RE: CA406

MATCH LINE - RE: CA402

CA404

CA404.DWG

BID OPTION SITE PLAN

BLOCK 4

VI

PE

R S

TR

EE

T

0 20' 40'

SCALE: 1" = 20'-0"

N

PROPERTY

LINE

LIMITS OF

CONSTRUCTION

FUEL FACILITY NOT

IN CONTRACT

STAGING

AREA

HGFEDCBA

AU

G

U

ST

, 2

- T

YP

E B-

FI

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138TH FIGHTER WING ApprovedDateDescriptionSymbol

DATE:

FILE NAME:

DESIGNED BY:

DWN BY: CHK BY:

PLOT DATE:

PLOT SCALE:

CONTRACT NUMBER:

SHEET

REFERENCE

NUMBER

Sheet of

05/27/2021

SAT

SAG

VOLUME 1 OF 1

COMBA

AIR MAND

COMT

COMMERCIAL INSPECTION

FACILITY RHR

OKLAHOMA AIR NATIONAL GUARD

TULSA OK

BCE: KURT W. STEPHENS, Lt Colonel

05/27/2021

CYNTERGY

810 SOUTH CINCINNATI

2ND FLOOR

TULSA, OK 74119

918.877.6000

W912L6-13-D-0002, TO 21

CYNTERGY

ENGINEERING, PLLC

CA # 3537

EXPIRES 6/30/2024

1:1

101 TYPE B-3 FINAL SUBMITTAL 08/03/2021

PROJECT NUMBER: XHZG159052

N MINGO ROAD

E

6t h

S

TR

EE

T

N

KEY PLAN

NOT IN

CONTRACT

NOT IN

CONTRACT

ADDENDUM 07/21/2022

KEY NOTES:

OPTION #1 - CONCRETE PAVEMENT

THROUGHOUT PROJECT SITE

OPTION #2 - VISITOR PARKING, WITH SIDEWALK

AND CROSSWALK TO GATE HOUSE

OPTION #3 - AMERISTAR IMPASSE II FENCE WITH

BARRIER CABLE AT FRONT ENTRY

OPTION #4 - MOW STRIP UNDER ALL FENCING

AND PASSIVE BARRIER THROUGHOUT PROJECT

SITE

DRAWING NOTES:

1. REFER TO CP101 FOR PAVEMENT MARKINGS

AND TRAFFIC SIGNS.

2. FOR BASE BID SITE PLANS REFER TO CS401

THROUGH CS406.

3. FOR CENTERLINE ALIGNMENT AND CURVE DATA

REFER TO SHEET CS601-CS603.

4. PROVIDE CONCRETE MOW STRIPE FOR BOTH

OPTION #3 AND OPTION #4.

CONTRACTION TRANSVERSE JOINT

CONTRACTION LONGITUDINAL JOINT

EXPANSION JOINT

CONSTRUCTION TRANSVERSE JOINT

CONSTRUCTION LONGITUDINAL JOINT

IRREGULAR PANEL RE: CP501

CTJ

CLJ

EJ

R

JOINTING LEGEND:

DETAIL NOTE:

PCC - PORTLAND CEMENT CONCRETE

6" PCC (3500 PSI AIR ENTRAINED)

REFER TO TERRACON CONSULTANTS, INC. GEOTECHNICAL

ENGINEERING REPORT (PROJECT NO. 04175179) DATED:

AUGUST 7, 2017 FOR EARTHWORK, SITE PREPARATION,

PAVEMENTS AND SUBGRADE PRIOR TO PLACING PAVEMENT

SECTION OR BUILDING PAD.

6" ODOT TYPE 'A' AGGREGATE BASE

8" OF TREATED SUB-BASE OR 10" SELECT FILL

COMPACTED TO 95% OF STANDARD PROCTOR

DENSITY 3/4" BITUMINOUS

BOARD MATERIAL

SIDEWALK

4. CONTRACTOR TO VERIFY DESIRED FINISHES WITH OWNER PRIOR TO

CONSTRUCTION.

1. SAW CUT WEAKENED PLANE JOINT AS SOON AS POSSIBLE AFTER PLACEMENT OF

SLAB AND APPLY SILICONE JOINT SEALANT.

4" S

ID

EW

AL

K

1/ 2"

#5 SMOOTH DOWEL

BARS, 3' LONG

SPACED 1'-6" C.C.

CONCRETE

PAVING

SAWCUT AND SEAL

WITH FUEL RESISTANT

COLD APPLIED SILICON

JOINT SEALANT

R E:

P

AV

IN

G

SE

C

TI

O

N S2"

DOWELED CONSTRUCTION JOINT

1/4"

2"

1/8"

SAW CUT OR FORMED WEAKENED

PLANE JOINT FOR SIDEWALK

1/8" RADIUS

IF FORMED

3. PROVIDE TRANSVERSE JOINTS IN SIDEWALK AS FOLLOWS:

- 3/4 " EXPANSION JOINTS WHERE SHOWN OR AT 50' ON CENTER, AT CURVE

TANGENT POINTS, CORNERS AND ADJACENT TO CURB, STRUCTURES AND RAMPS.

- SAW CUT (WEAKENED PLANE) JOINTS AT 25' ON CENTER.

- 1/4 " GROOVES WITH 1/4 " RADIUS ON EDGES AT 5' ON CENTER.

2. PROVIDE TRANSVERSE JOINTS IN PAVEMENT AS FOLLOWS:

- 1" EXPANSION JOINTS AT THE BUILDING

- 3/4 " EXPANSION JOINTS WHERE SHOWN OR AT 80' ON CENTER MAXIMUM, AT

CURVE TANGENT POINTS, CORNERS AND ADJACENT TO STRUCTURES.

- SAW CUT (WEAKENED PLANE) JOINTS EQUAL DISTANCE BETWEEN EXPANSION

JOINTS AND GUTTER AT 12.5' ON CENTER TYPICAL, 15' MAXIMUM WHERE NECESSARY.

DETAIL NOTES:

4"R E:

P

AV

IN

G

SE

C

TI

O

N S

CONCRETE

PAVING

FUEL RESISTANT

COLD APPLIED SILICON

JOINT SEALANT

PAVEMENT 3/4"

SIDEWALK 1/2"

CONCRETE

PAVING M

IN

COMPACTED

EARTH

BACKFILL

FOC AND LAYOUT DIMENSION LINE

COMPACTED

SUBGRADE

REVERSE

GUTTER

6"2"

1.5' GUTTER

6"

1'

2" R

TYP

SLOPE 1/4"

PER FT

1"

FINISH GRADE, SLOPE

AWAY FROM SIDEWALK ( TYP. )

SLOPE TO DRAIN 2% MAX.

LIGHT BROOM FINISH

REFER TO PLAN FOR SIDEWALK WIDTH1/4" R

COMPACTED

SUBGRADE PROVIDE BUCKEYE

ULTRA FIBER 500 OR

APPROVED EQUAL AT

3 LB/CY

SCALE:

CONCRETE PAVEMENT DETAIL

NOT TO SCALE1

SCALE:

CONCRETE JOINT DETAIL

NOT TO SCALE2

SCALE:

CURB AND GUTTER DETAIL

NOT TO SCALE3

SCALE:

SIDEWALK DETAIL

NOT TO SCALE4

#5 SMOOTH DOWEL

BARS, 3' LONG

SPACED 1'-6" C.C.

4"

3"

EXPANSION JOINT

SCALE:

MOUNTABLE CURB DETAIL

NOT TO SCALE5

LAYOUT DIMENSION LINE

6"

1'-6"

#4 SMOOTH DOWEL

BARS, 3' LONG

SPACED 2'-6" C.C.

24" R

1'

12" R x x x x x x x x x x x

SECTION

SLOPE

1:10 SLO

PE

1:1

PLAN

SLOPE

12:1 MAX.

4' 6'

2'-5" 2'-5" 2'-5"

3' 2'

M

IN

DETAIL NOTE:

CONSTRUCTION RAMP IN

ACCORDANCE WITH AMERICAN

DISABILITY ACT REQUIREMENTS

SCALE:

ACCESSIBLE CURB RAMP

NOT TO SCALE6

FINISH

GRADE 4" PPC

SIDEWALK

W3 x W3 WELDED

WIRE MESH

NO. 5 TIE BARS,

2' LONG, AT 1.5'

MAX. ON CENTER

1/4 " x 1/2 " JOINT

SEALANT

BUTT JOINT

CURB BEYOND VARIES

FROM O" TO 6" HIGHSLOPE TO MEET

GUTTER LINE

TRANSITION

CURB 6" TO 0"

TOE OF GUTTER

6" CURB AND

GUTTER (FOC)

FLARED

SIDE (TYP.)

1/4" x 1/4" PV'MT SCORES

AT 3" ON CENTER

SIDEWALK OR LANDING

S= 1/4 "/ FT

x x x x x x x x x x x x x x x x x xx x x x x

SCALE:

AND DRAINAGE FLUME

TYPICAL CURB OPENING

NOT TO SCALE

4"

1.

5'

3'

(VARIES)

FLUME SLOPE NOT TO

EXCEED 2:1 OR 50%

2'

6" 6"

6"

VARIES

REFER TO GRADING PLAN

CONSTRUCTION JOINT

NO. 5 TIE BARS

3' LONG, AT 1.5'

MAX. ON CENTER6" PCC (3500 PSI)

WITH W3 x W3

WELDED WIRE MESH

CURB AND GUTTER

OPTIONAL ROLL-OVER

CURB (MOUNTABLE)

6" PCC (3500 PSI)

WITH W3 x W3

WELDED WIRE MESH

DETAIL

SECTION

PLAN

ROAD

DETAIL NOTE:

INTEGRAL CURB NOT ALLOWED

NO. 4 BARS

CONTINUOUS

CRUSHER RUN

4" AGGREGATE BASE

2" SMA (PG 76-28 OK)

2.5" ASPHALT

SUPERPAVE TYPE S3

(PG 76-28 OK)

SEPARATOR FABRIC

6" AGGREGATE BASE

MODIFIED SUBGRADE. SCARIFY AND RECOMPACT 8"

TO 95% STANDARD PROCTOR.

SEPARATOR FABRIC

(2' OVERLAP ON EDGES)

SCALE:

ASPHALT PAVEMENT DETAIL

NOT TO SCALE8

FUEL RESISTANT

COLD APPLIED SILICON

JOINT SEALANT

PANEL REINFORCEMENT NOTES:

1. CHAIR ASSEMBLIES SHALL BE OF A TYPE APPROVED

BY THE ENGINEER AND AT LEAST ONE CHAIR WILL BE

REQUIRED FOR EACH 16 SQUARE FEET OF PAVEMENT,

OR IN SUCH NUMBER AS TO FULLY SUPPORT THE

REINFORCING STEEL.

2. VIBRATION EQUIPMENT SHALL BE REQUIRED TO

ENSURE COMPLETE AND UNIFORM CONSOLIDATION OF

CONCRETE AROUND THE REINFORCING STEEL.

3. THE RECOMMENDED PLACEMENT OF THE

LONGITUDINAL STEEL IS TO BE SUPPORTED ON

TRANSVERSE STEEL & CHAIR ASSEMBLIES. CHAIR

ASSEMBLIES MUST BE USED.

#4 BAR

#4 BAR

#4 BAR

#4 BAR

#4 BAR

12" C/C (TYP. MAX) OR

EQUALLY SPACED

" C

/C (T

YP

. M

AX

) O

R

EQ

U

AL

LY

S

PA

C

ED

#4 BARS, BOTH WAYS

CHAIR ASSEMBLY 3"

C

LR

SECTION

PLAN

#4 BARS, BOTH WAYS

3" C

LR

3" CLR.

3" C

LR

3" CLR.

3' CLR.

SCALE:

IRREGULAR PANEL REINFORCEMENT DETAIL

NOT TO SCALE 9

HGFEDCBA

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D A

N D

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ED

D R

AW

IN

G S

AR

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E O

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G

IN

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R

138TH FIGHTER WING ApprovedDateDescriptionSymbol

DATE:

FILE NAME:

DESIGNED BY:

DWN BY: CHK BY:

PLOT DATE:

PLOT SCALE:

CONTRACT NUMBER:

SHEET

REFERENCE

NUMBER

Sheet of

05/27/2021

SAT

SAG

VOLUME 1 OF 1

COMBA

AIR MAND

COMT

COMMERCIAL INSPECTION

FACILITY RHR

OKLAHOMA AIR NATIONAL GUARD

TULSA OK

BCE: KURT W. STEPHENS, Lt Colonel

05/27/2021

CYNTERGY

810 SOUTH CINCINNATI

2ND FLOOR

TULSA, OK 74119

918.877.6000

W912L6-13-D-0002, TO 21

CYNTERGY

ENGINEERING, PLLC

CA # 3537

EXPIRES 6/30/2024

1:1

101 TYPE B-3 FINAL SUBMITTAL 08/03/2021

PROJECT NUMBER: XHZG159052

ADDENDUM 07/21/2022

CP501

CP501.DWG

PAVING, JOINTING, CURB & RAMP

DETAILS 2 2

AHEAD

CELL

PHONE

R 16-5a-TEA

KEEP

RIGHT

CHICANE

CHECKPOINT

WRONG

WAY

R 2-5hP-TEA, R2-1 & R2-5P

W3-10a-TEA

WITH W16-9P

W1-5R WITH

W1-5P-TEA PLAQUE

R5 - 1a , R5 - 1aE , R5 - 1aF

COLOR:

LEGEND AND BORDER: WHITE

(REFLECTORIZED) BACKGROUND WITH

RED (TRANSPARENT REFLECTORIZED)

LETTERS AND TRIM

SPEED

LIMIT

UNLESS

OTHERWISE

POSTED

BASE NO

DO NOT

ENTER

WHEN DRIVING

R 22-1-TEA

USE

SEAT

BELTS

R 16-1b-TEA

USE

PARKING

LIGHTS

AT GATE

R

YIELD

R1-2 36x36x36

W6-3 36x36

R4-7a 24" x 30" 2 EACH: R5-1 "DO NOT ENTER" LED BLANK-OUT SIGN (30"x30") AND 12"

RED (TRANSPARENT

REFLECTORIZED) SIGNAL FACE

LEGEND AND BACKGROUND :

WHITE (REFLECTORIZED)

SOLAR POWERED

BARRIER

ACTIVATED

WHEN

FLASHING

FEET

W3-3b-TEA "BARRIER ACTIVATED WHEN

FLASHING" SIGN WITH AMBER FLASHING

BEACONS (36"x36")

W16-2P "110 FEET" SUPPLIMENTAL

WARNING PLAQUE (24"x18")

STOP

R1-1 30x30

SCALE:

CHECKPOINT SIGN

NOT TO SCALE1

SCALE:

SERPENTINE SIGN

NOT TO SCALE2 SCALE:

TWO WAY TRAFFIC SIGN

NOT TO SCALE4SCALE:

BARRIER SIGNAL

NOT TO SCALE3

SCALE:

FLASHING BARRIER SIGN

NOT TO SCALE11SCALE:

WITH GATE CLOSE SIGN

GATE REFLECTIVE STRIPE

NOT TO SCALE8 SCALE:

SPEED LIMIT SIGN

NOT TO SCALE9 SCALE:

YIELD SIGN

NOT TO SCALE10

SCALE:

STOP SIGN

NOT TO SCALE5

SCALE:

NO CELL PHONE

SIGN

NOT TO SCALE14

SCALE:

DO NOT ENTER SIGN

NOT TO SCALE18SCALE:

KEEP RIGHT SIGN

NOT TO SCALE17 SCALE:

DIRECTION SIGN

TRUCK LANE

NOT TO SCALE19

R6 - 1 (L) R6 - 1E (L)

COLOR:

ARROW AND BORDER:

WHITE (REFLECTORIZED)

LEGEND AND BACKGROUND:

BLACK (NON -

REFLECTORIZED)

SCALE:

ONE WAY SIGN

NOT TO SCALE13

ONE WAY

R4-32 TEA

CARS

TRUCKS

SCALE:

DIRECTION SIGN

VEHICLE LANE

NOT TO SCALE20

R4-5 - TRUCKS

USE RIGHT LANE

SCALE:

E1 WARNING AFB

NOT TO SCALE7

WARNING

U.S. Air Force Installation It is unlawful to enter this area without permission of the installation Commander Sec.21, Internal Security Act of 1950; 50 u.s.c. 797

While on this Installation all personnel and the property under their control are subject to search

SCALE:

DIRECTIONAL SIGN

WRONG WAY

NOT TO SCALE12

R11-2g-TEA

MOUNTED ON GATE

RETROREFLECTIVE

RED & WHITE

12" TALL x GATE LENGTH

SCALE:

SEAT BELT

SIGN

NOT TO SCALE15 SCALE:

PARKING LIGHTS

SIGN

NOT TO SCALE16

R10-13-TEA

36" X 24"

BARRIER

SIGNAL

SCALE:

STOP HERE SIGN

NOT TO SCALE6

ON

RED

STOP

USE

RIGHT

LANE

TRUCKS

R10-6A 24" X 30"

HERE36" x 36"

24" x 12"

36" x 36"

24" x 12"

48" x 30" 24" x 12"

24" x 30"

24" x 18"

36" x 36"

24" x 18" 36" x 24"

36" x 12"

36" x 36"

24" x 30" 24" x 30"

24" x 30" 78" x 36"

CP502

CP502.DWG

SITE SIGNAGE DETAILS

HGFEDCBA

AU

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, 2

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D A

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S

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D R

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IN

G S

AR

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F

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E O

F

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E

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C

IV

IL

E N

G

IN

EE

R

138TH FIGHTER WING ApprovedDateDescriptionSymbol

DATE:

FILE NAME:

DESIGNED BY:

DWN BY: CHK BY:

PLOT DATE:

PLOT SCALE:

CONTRACT NUMBER:

SHEET

REFERENCE

NUMBER

Sheet of

05/27/2021

SAT

SAG

VOLUME 1 OF 1

COMBA

AIR MAND

COMT

COMMERCIAL INSPECTION

FACILITY RHR

OKLAHOMA AIR NATIONAL GUARD

TULSA OK

BCE: KURT W. STEPHENS, Lt Colonel

05/27/2021

CYNTERGY

810 SOUTH CINCINNATI

2ND FLOOR

TULSA, OK 74119

918.877.6000

W912L6-13-D-0002, TO 21

CYNTERGY

ENGINEERING, PLLC

CA # 3537

EXPIRES 6/30/2024

1:1

101 TYPE B-3 FINAL SUBMITTAL 08/03/2021

PROJECT NUMBER: XHZG159052

ADDENDUM 07/21/2022

NOTE:

ALL SIGN DIMENSIONS ARE PER MUTCD 2009 EDITION.

REFER TO SDDCTEA PAMPHLET 55-17 FOR ALL TEA

SIGNAGE

NOTE:

REFER TO UFC 3.120.01 FOR TYPE E1

WARNING SIGN DIMENSIONS

in

25in in

13in

4in

6 3/16in

5in

4 1/2in

26 1/2in 26 1/2in in

/8 in

/4 in

16 1/2in

12 1/2in

SCALE:

POLE - MOUNT RADAR SPEED SIGN

NOT TO SCALE1

YOUR

SPEED

CLEARANCE FOR INTERIOR

ACCESS

SPEED

LIMIT

YOUR

SPEED

CURB

SCALE:

TRAFFIC SIGN DETAIL

NOT TO SCALE2

2'

0m m

3.25' 991mm

7' -0

" A

LL

R O

AD

SI

G N

S m m

5" MAX.

152mm

1" 31mm

3.

1m m

1" 305mm

4" 122mm

DETAIL NOTES:

1. ALL SIGNS SHALL CONFORM TO THE UNIFIED FACILITIES

CRITERIA ( UFC) AIR FORCE SIGN STANDARDS LATEST ADDITION.

2. WHEN CURB IS NOT PRESENT, CENTERLINE OF POST SHALL BE

SET SEVEN FEET (2.1m) FROM EDGE OF PAVEMENT.

3. ALL SIGNS SHALL BE MADE FROM 100 ANODIZED ALUMINUM

CONCRETE FOOTING

10mm DIA. HOLES

MOUNT SIGN SECURELY

2 1/2" (65mm) 0.D. GALV.

STEEL SIGN POST

PROVIDE BREAK-AWAY

CONNECTION

HGFEDCBA

AU

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D R

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IN

G S

AR

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F

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T H

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IC

E O

F

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E

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SE

C

IV

IL

E N

G

IN

EE

R

138TH FIGHTER WING ApprovedDateDescriptionSymbol

DATE:

FILE NAME:

DESIGNED BY:

DWN BY: CHK BY:

PLOT DATE:

PLOT SCALE:

CONTRACT NUMBER:

SHEET

REFERENCE

NUMBER

Sheet of

05/27/2021

SAT

SAG

VOLUME 1 OF 1

COMBA

AIR MAND

COMT

COMMERCIAL INSPECTION

FACILITY RHR

OKLAHOMA AIR NATIONAL GUARD

TULSA OK

BCE: KURT W. STEPHENS, Lt Colonel

05/27/2021

CYNTERGY

810 SOUTH CINCINNATI

2ND FLOOR

TULSA, OK 74119

918.877.6000

W912L6-13-D-0002, TO 21

CYNTERGY

ENGINEERING, PLLC

CA # 3537

EXPIRES 6/30/2024

1:1

101 TYPE B-3 FINAL SUBMITTAL 08/03/2021

PROJECT NUMBER: XHZG159052

ADDENDUM 07/21/2022

CP503

CP503.DWG

DETAILS 2 2

SCALE:

UTILITY TRENCH

NOT TO SCALEA5

SA

N

IT

AR

Y

SE

W

ER

W

AT

ER

L

IN

E

SE

W

ER

F

O R

C E

M

AI

N

SCALE:

TYPICAL SEWER CLEANOUT

NOT TO SCALEC5

DETAIL NOTES:

1. RISER DIAMETER TO MATCH DOWNSTREAM PIPE SIZE.

MAXIMUM RISER DIAMETER IS 10 INCHES (250 mm).

2. WHERE LINE DOES NOT EXTEND, INSTALL A PLUG OR

SUBSTITUTE A LENGTH OF STRAIGHT PIPE AND ANOTHER

45° ELBOW FOR WYE.

CONCRETE COLLAR

CAN BE POURED

MONOLITHIC OR WITH

BASE IN TWO POURS

PIPE SIZE. IN.

OD + 2'

TRENCH WIDTH. FT.

OD + 2.5'

OD + 3.5'

I D + 2' EACH SIDE OF PIPE

ID 24"*

24" ID 36"* *

36" ID 60"* *

ID _ 60"

SCALE:

STANDARD PIPE BEDDING DETAIL FOR STORM SEWER

NOT TO SCALEE5

(H

H

EI

G H

T O

F

ST

AN

D

AR

D

BE

D

D

IN

G M

AT

ER

IA

L

DETAIL NOTE:

STANDARD BEDDING MATERIAL MUST BE ODOT

*TYPE "A" AGGREGATE BASE. UNDER PAVING TYPE * "A"

AGGREGATE BASE MUST BE TO THE TOP OF THE *TRENCH.

TYPE "A" AGGREGATE BASE TO BE *COMPACTED TO 95%

STANDARD PROCTOR.

PROVIDE AND INSTALL UTILITY

LOCATOR TAPE AS REQUIRED

ONE FOOT BELOW FINISHED GRADE

NATURAL GROUND

EXCAVATED NATIVE BACKFILL

COMPACTED TO 95% STANDARD

DENSITY (ONE FOOT LIFTS)

TYPE AB FINE AGGREGATE

PIPE BEDDING COMPACTED

TO 95% STANDARD DENSITY

4"

12" PIPE

DIA.

12"

6"

2' M

IN

3' M

IN

4' M

IN

CONCRETE

PAVEMENT

HEAVY DUTY CAST

IRON FRAME & LID

SEE PLAN FOR FLOWLINE

ELEVATION AND PIPE SIZE

RE: NOTE 2

45° ELBOW

RISER - RE: NOTE 1

OUTFLOW

DOWNSTREAM

45° WYE

m m

2' SQUARE

610mm

NATIVE MATERIAL

STANDARD BEDDING MATERIAL

FINISH GRADE

UNDISTURBED

EARTH

PIPE CONDUIT

LIMITS OF STANDARD BEDDING MATERIAL

QUANTITIES FOR BEDDING MATERIAL DO NOT

INCLUDE THE SPACE WITHIN AND BOUNDED BY

THE OUTER SURFACE OF THE PIPE CONDUIT.

(W)

WIDTH OF TRENCH

EXCAVATION

6"

AV

ER

AG

E

H

EI

G H

T O

F

TR

EN

C

H E

XC

AV

AT

IO

N

M

IN

C O

LO

R

VA

R

IE

S

5"

1.

4m m

PLANE END -TYP

SCALE:

ELECTRICAL POWER AND COMMUNICATION

DIRECT BURIED CONDUIT (4x4) FOR

NOT TO SCALE

A3

SCALE:

ELECTRICAL POWER AND COMMUNICATION

DIRECT BURIED CONDUIT (2x2) FOR

NOT TO SCALE

C3

REPLACE DISTURBED SURFACE

WITH 4" NATIVE TOPSOIL AFTER

DUCT BANK INSTALLATION, TYP.

FINISH GRADE

WARNING TAPE ( 5.0 MIL, MIN. ) WITH

TRACER WIRE LABELED "ELECTRICAL

POWER OR COMMUNICATION"

COMPACTED 1" CLEAN ROCK

3" 6"

6" 4" 6"

TRAFFIC COVER EQUAL TO

GENERAL RATING OF PROJECT

SUMP PIT WITH

COVER

BACKFILL ON

ALL SIDES

FINISH GRADE

SET PULL BOX 1" ABOVE

TOP OF FINISHED GRADE

SECTION VIEW

PROVIDE

24"W x 36"L x 30"D

CONCRETE POLYMER

HAND HOLE

GRAVEL BASE

DETAIL NOTE:

CONTRACTOR SHALL PROVIDE GROUNDING ROD, CABLE RACK

SUPPORT, PULLING IRONS AND SUMP DRAIN FOR EACH PULL BOX

SCALE:

PULL BOX DETAIL

NOT TO SCALEF3

REPLACE DISTURBED SURFACE

WITH 4" NATIVE TOPSOIL AFTER

DUCT BANK INSTALLATION, TYP.

POWER CONDUCTORS OR

COMMUNICATION LINES

SAND ENCASEMENT

WARNING TAPE ( 5.0 MIL, MIN. ) WITH

TRACER WIRE LABELED "ELECTRICAL

POWER OR COMMUNICATION"

COMPACTED 1" CLEAN ROCK

3" 3"

6" 3" 6" DUCT SPACER SIZE FOR

RACEWAYS USED. TYPICAL

4" ELECTRICAL PVC CONDUIT

(IMC), TYP.

AT BASE SPACERS AS NEEDED

MASONRY LEVELING BLOCKS

FINISH GRADE

NO. 8 BARE COPPER WIRE ALIGNED

AT INSIDE TOP OF CONDUIT.

POWER CONDUCTORS OR

COMMUNICATION LINES

SAND ENCASEMENT

DUCT SPACER SIZE FOR

RACEWAYS USED. TYPICAL

4" ELECTRICAL PVC CONDUIT

(IMC), TYP.

NO. 8 BARE COPPER WIRE ALIGNED

AT INSIDE TOP OF CONDUIT.

HGFEDCBA

AU

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D R

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IN

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E O

F

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C

IV

IL

E N

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IN

EE

R

138TH FIGHTER WING ApprovedDateDescriptionSymbol

DATE:

FILE NAME:

DESIGNED BY:

DWN BY: CHK BY:

PLOT DATE:

PLOT SCALE:

CONTRACT NUMBER:

SHEET

REFERENCE

NUMBER

Sheet of

05/27/2021

SAT

SAG

VOLUME 1 OF 1

COMBA

AIR MAND

COMT

COMMERCIAL INSPECTION

FACILITY RHR

OKLAHOMA AIR NATIONAL GUARD

TULSA OK

BCE: KURT W. STEPHENS, Lt Colonel

05/27/2021

CYNTERGY

810 SOUTH CINCINNATI

2ND FLOOR

TULSA, OK 74119

918.877.6000

W912L6-13-D-0002, TO 21

CYNTERGY

ENGINEERING, PLLC

CA # 3537

EXPIRES 6/30/2024

1:1

101 TYPE B-3 FINAL SUBMITTAL 08/03/2021

PROJECT NUMBER: XHZG159052

ADDENDUM 07/21/2022

CU501

CU501.DWG

UTILITY DETAILS 2 2

STANDARD TECHNOLOGY LEGEND

NOT ALL SYMBOLS AND NOTES MAY BE USED

DATA OUTLET LOCATION(S) INSTALLED ON WALL. CONTRACTOR SHALL PROVIDE 1" CONDUIT PATHWAY FROM EACH LOCATION TO THE NEAREST ACCESSIBLE CEILING SPACE TO A 1-GANG BACK BOX. COORDINATE DATA AND POWER LOCATIONS SO THAT DATA AND POWER ARE AT THE SAME HEIGHT AND IN CLOSE

PROXIMITY. CONTRACTOR SHALL PROVIDE AND INSTALL DATA CABLING TO 1-GANG BACK BOX,

FACEPLATE(S) AND JACK(S) AS SHOWN ON PLANS. REFERENCE DATA NOMENCLATURE FOR DATA OUTLET

QUANTITY AND INSTALLATION HEIGHT AND TYPE.

DATA OUTLET(S) INSTALLED IN FLOOR BOX. CONTRACTOR SHALL PROVIDE AND INSTALL A FLOOR BOX.

CONTRACTOR SHALL PROVIDE AND INSTALL 1" CONDUIT PATHWAY FROM NEAREST ACCESSIBLE CEILING SPACE TO FLOOR BOX LOCATION SHOWN ON PLANS. COORDINATE WITH MEP PLANS AND SHARE COMMON PATHWAY. CONTRACTOR SHALL PROVIDE AND INSTALL DATA CABLING TO FLOOR BOX, FACEPLATE(S) AND DATA JACK(S) TO EACH LOCATION SHOWN. REFERENCE DATA NOMENCLATURE FOR DATA OUTLET QUANTITY

AND INSTALLATION HEIGHT AND TYPE.

DATA OUTLET(S) INSTALLED ABOVE CEILING SPACE. CONTRACTOR SHALL PROVIDE AND INSTALL A 1-GANG BACK BOX 6" ABOVE CEILING. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL 6" OF 1" CONDUIT PATHWAY FROM 1-GANG BACK BOX. CONTRACTOR SHALL PROVIDE AND INSTALL DATA CABLING TO 1-GANG

BACK BOX, FACEPLATE(S) AND DATA JACK(S) TO EACH LOCATION SHOWN.

PROJECT ACRONYMS

GENERAL PROJECT NOTES

01. ANY DIMENSIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO PROVIDE A GENERAL LOCATION AS REQUESTED BY THE GOVERNMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS PRIOR TO ROUGH-IN AND IMMEDIATELY REPORT ANY CONFLICTS WITH THE OUTLET PLACEMENT.

02. ALL CABLE BUNDLES WILL BE SUPPORTED EVERY 48"-60" OC WITH A J-HOOK OR OTHER APPROVED PATHWAY DEVICE. REFERENCE SPECIFICATIONS AND DETAILS FOR ADDITIONAL CABLING PATHWAY INSTALLATION REQUIREMENTS. CONTRACTOR WHO VIOLATES THESE REQUIREMENTS WILL BE REQUIRED TO REPLACE THE

AFFECTED CABLE PLANT AT THEIR EXPENSE.

03. PLASTIC TIE WRAPS ARE NOT PERMITTED AT ANY TIME ON THIS INSTALLATION. ALL CABLE ROUGH-IN AND DRESS- OUT WILL BE WITH VELCRO ONLY. ALL CABLES BUNDLED WITH PLASTIC TIE WRAPS SHALL BE IMMEDIATELY

REPLACED AT THE CONTRACTOR'S EXPENSE.

04. DO NOT INSTALL ANY CABLES IN ANY CONDUIT SLEEVE, STUB UP, OR WALL CAP WITHOUT A PROTECTIVE BUSHING. CABLES PULLED INTO UNPROTECTED CONDUITS WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE. DO NOT INSTALL ANY CABLING INTO ANY CONDUIT THAT HAS NOT BEEN CONFIRMED TO BE BLOWN CLEAR. COORDINATE

WITH DIVISION 26 PRIOR TO ROUGH IN OF ANY CABLING.

05. ANY CABLING FOUND PAINTED DURING THE CONSTRUCTION PROCESS WILL BE REPLACED AT CONTRACTOR'S EXPENSE. CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND PAINTER TO AVOID CONFLICTS.

06. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REFERENCE BOTH THE PROJECT DRAWINGS AND THE PROJECT SPECIFICATIONS. TOGETHER THEY FORM THE COMPLETE CONTRACT DOCUMENTS. PLEASE REFERENCE THE PROJECT SPECIFICATIONS FOR ALL MATERIALS, EQUIPMENT AND COMPONENTS NOT INDICATED ON THE

DRAWING SET.

07. CONTRACTOR SHALL COORDINATE ALL FINAL CAMERA LOCATIONS, HEIGHTS AND CAMERA VIEWING ANGLES WITH GOVERNMENT. FAILURE TO COORDINATE ALL FINAL CAMERA LOCATIONS, HEIGHTS AND VIEW ANGLES MAY REQUIRE

RELOCATION OF CONDUITS, CABLE AND CAMERA LOCATIONS AT CONTRACTOR'S EXPENSE.

08. CONTRACTOR SHALL COORDINATE TECHNOLOGY, TELECOM, SECURITY AND AUDIO VISUAL LOCATIONS SO THAT DATA AND POWER ARE AT THE SAME HEIGHT AND SPACED 18"-24" APART UNLESS SPECIFIED OTHERWISE.

REFERENCE TECHNOLOGY AND MEP SHEETS FOR COORDINATION.

09. ALL CATEGORY 6 AND COMMUNICATIONS CABLING INSTALLED IN AREAS WITH EXPOSED CEILINGS SHALL BE INSTALLED IN A MINIMUM 1" CONDUIT PATHWAY. CONDUIT PATHWAYS SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. THE CONDUIT MAY BE PAINTED TO MATCH CEILING COLOR AS DIRECTED BY THE CONTRACT

DOCUMENTS.

10. CONTRACTOR SHALL BE RESPONSIBLE FOR STOPPING ALL TECHNOLOGY, TELECOM, SECURITY AND AUDIO VISUAL CONDUIT PENETRATIONS FROM WATER OR RODENT INGRESS IN ALL BUILDINGS UPON COMPLETION OF THE

PROJECT.

XX #

OUTLET INSTALLATION TYPE:

OUTLET INSTALLATION LOCATION

# INDICATES QUANTITY OF DATA DROPS TO

BE INSTALLED

XX#

XX#

XX#

CC - OUTLET INSTALL 18" ON CENTER AFF

SC - OUTLET INSTALLED FOR SURVEILLANCE CAMERA

TV - OUTLET INSTALLED AT 8'-0" AFF UNO

WS - OUTLET INSTALLED ABOVE WORK SURFACE

DATA SYMBOLS LEGEND

AFF - ABOVE FINISHED FLOOR

AG - ABOVE GRADE

AHJ - AUTHORITY HAVING JURISDICTION

BBC - BACKBONE BONDING CONDUCTOR

BICSI - BUILDING INDUSTRY CONSULTING SERVICE INTERNATIONAL

C - CONDUIT

CD - CONSTRUCTION DOCUMENTS

CCTV - CLOSED CIRCUIT TELEVISION

CO - CONDUIT ONLY (EMPTY CONDUIT WITH MULE TAPE)

CP - CONTROL PANEL

CU - COPPER

DR - DOOR RELEASE

EC - ELECTRICAL CONTRACTOR

EF - ENTRANCE FACILITY

EL - EMERGENCY LOCK DOWN

EP - ENTRANCE POINT

ESS - ELECTRONIC SAFETY AND SECURITY

FBO - FURNISHED BY OTHERS

FCC - FEDERAL COMMUNICATIONS COMMISSION

GND - GROUND

HC - HORIZONTAL CROSS-CONNECT

HR - HOME RUN

HVAC - HEATING, VENTILATION, AND AIR CONDITIONING

IBO - INSTALLED BY OTHERS

IDF - INTERMEDIATE DISTRIBUTION FRAME

IEEE - THE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS

JB - JUNCTION BOX

LV - LOW VOLTAGE

MC - MAIN CROSS- CONNECT

MDF - MAIN DISTRIBUTION FRAME

MH - MANHOLE

MIC - MICROPHONE

MD - MOTION DETECTOR

MPOE - MAIN POINT OF ENTRY

NEC - NATIONAL ELECTRICAL CODE

NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NIC - NOT IN CONTRACT

NTS - NOT TO SCALE

OC - ON CENTER

PB - PULL BOX

PBB - PRIMARY BONDING BUSBAR

PNL - PANEL

POC - POINT OF CONTACT

POE - POWER OVER ETHERNET

PP - PATCH PANEL

RCP - REFLECTED CEILING PLAN

RFI - REQUEST FOR INFORMATION

RFP - REQUEST FOR PROPOSAL

RMU - RACK MOUNT UNIT

SBB - SECONDARY BONDING BUSBAR

SMF - SINGLE MODE FIBER

SMR - SURFACE MOUNTED RACEWAY

SW - SWITCH

TBC - TELECOMMUNICATION BONDING CONDUCTOR

TE - TELECOMMUNICATIONS ENCLOSURE

TIA - TELECOMMUNICATIONS INDUSTRY ASSOCIATION

TYP - TYPICAL

UG - UNDERGROUND

UL - UNDERWRITERS LABORATORIES INC

UNO - UNLESS NOTED OTHERWISE

UPS - UNINTERRUPTIBLE POWER SUPPLY

USB - UNIVERSAL SERIAL BUS

WAP - WIRELESS ACCESS POINT

WP - WEATHER PROOF

DOOR POSITION SWITCH REQUIRED IN SPECIFIED DOOR. CONTRACTOR SHALL PROVIDE AND INSTALL 3/4" CONDUIT PATHWAY FROM NEAREST ACCESSIBLE CEILING SPACE TO THE TOP OF THE INSIDE OF THE DOOR FRAME FOR A DOOR CONTACT PATHWAY. COORDINATE CONDUIT PATHWAY WITH CONTRACTOR PRIOR TO FINAL ROUGH IN. CONTRACTOR SHALL PROVIDE AND INSTALL A DOOR POSITION SWITCH AT ALL LOCATIONS SHOWN ON PLANS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONNECT THESE DEVICES INTO THE ACCESS CONTROL PANEL. DOOR POSITION SWITCH NEEDS TO BE ON THE LATCH SIDE OF DOOR AT TOP NO

MORE THAN 6" FROM EDGE OF DOOR.

DS

INTERIOR SURVEILLANCE CAMERA, “X-C/E/WX" REFERS TO SECTION NUMBER - E, C, OR W DENOTES EXTERIOR, CEILING OR WALL-MOUNTED DEVICES - CAMERA NUMBER (SEE CAMERA SCHEDULE AND RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFORMATION). COORDINATE ALL FINAL LOCATIONS, HEIGHTS AND VIEWING AREAS WITH THE OWNER/OWNER'S REPRESENTATIVE PRIOR TO FINAL INSTALLATION . CONTRACTOR SHALL USE SECTION 27 0000 SUPPLIED WORK AREA PATCH CORD TO CONNECT CAMERA(S). FAILURE TO COORDINATE ALL CAMERA LOCATIONS, HEIGHTS AND VIEWING ANGLES MAY RESULT IN RELOCATION OF CAMERA AND

CABLING AT CONTRACTOR'S COST.

X-X

X-X

EXTERIOR SURVEILLANCE CAMERA, “X-C/E/WX" REFERS TO SECTION NUMBER - E, C, OR W DENOTES EXTERIOR, CEILING OR WALL-MOUNTED DEVICES - CAMERA NUMBER (SEE CAMERA SCHEDULE AND RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFORMATION). COORDINATE ALL FINAL LOCATIONS, HEIGHTS AND VIEWING AREAS WITH THE OWNER/OWNER'S REPRESENTATIVE PRIOR TO FINAL INSTALLATION. CONTRACTOR SHALL USE SECTION 27 0000 SUPPLIED WORK AREA PATCH CORD TO CONNECT CAMERA(S). FAILURE TO COORDINATE ALL CAMERA LOCATIONS, HEIGHTS AND VIEWING ANGLES MAY RESULT IN RELOCATION OF CAMERA AND

CABLING AT CONTRACTOR'S COST.

ACCESS CONTROL & SURVEILLANCE SYMBOLS LEGEND

KEY PAD AT SPECIFIED LOCATION. CONTRACTOR SHALL PROVIDE AND INSTALL 3/4" CONDUIT PATHWAY FROM NEAREST ACCESSIBLE CEILING SPACE TO BACK BOX INSTALLED 44" AFF. COORDINATE POWER WITH MEP AT THIS LOCATION. CONTRACTOR SHALL PROVIDE AND INSTALL SPECIFIED KEY PAD AT LOCATION SHOWN ON

PLANS. CONTRACTOR SHALL CONNECT KEY PAD INTO THE ACCESS CONTROL PANEL.

MD

KP

MD

JUNCTION BOX. CONTRACTOR SHALL PROVIDE AND INSTALL 3/4" CONDUIT FOR COMMUNICATIONS AND 1" CONDUIT FOR AV FROM ACCESSIBLE CEILING SPACE TO THE BACK BOX LOCATION SHOWN ON PLANS.

REFERENCE TECHNOLOGY DETAILS.

#XX

MOTION DETECTOR AT SPECIFIED LOCATION. CONTRACTOR SHALL SECURE AND SUPPORT MOTION

DETECTOR PER MANUFACTURER'S SPECIFICATIONS AND TO TYPE OF CEILING. REFERENCE

ARCHITECTURAL RCP PLANS FOR CEILING HEIGHT AND TYPE. CONTRACTOR SHALL COORDINATE WITH MEP PLANS FOR DEVICES ON THE GRID AND IN THE CEILING SPACE. FAILURE TO COORDINATE MAY RESULT IN RELOCATION OF THE MOTION DETECTOR AT CONTRACTOR'S EXPENSE. CONTRACTOR SHALL CONNECT

MOTION DETECTOR TO THE ACCESS CONTROL PANEL.

360 DEGREE MOTION DETECTOR AT SPECIFIED LOCATION. CONTRACTOR SHALL SECURE AND SUPPORT MOTION DETECTOR PER MANUFACTURER'S SPECIFICATIONS AND TO TYPE OF CEILING. REFERENCE ARCHITECTURAL RCP PLANS FOR CEILING HEIGHT AND TYPE. CONTRACTOR SHALL COORDINATE WITH MEP PLANS FOR DEVICES ON THE GRID AND IN THE CEILING SPACE. FAILURE TO COORDINATE MAY RESULT IN RELOCATION OF THE MOTION DETECTOR AT CONTRACTOR'S EXPENSE. CONTRACTOR SHALL CONNECT

MOTION DETECTOR TO THE ACCESS CONTROL PANEL.

JB

MD

WALL MOUNTED MOTION DETECTOR AT SPECIFIED LOCATION. CONTRACTOR SHALL SECURE AND SUPPORT MOTION DETECTOR PER MANUFACTURER'S SPECIFICATIONS. REFERENCE ARCHITECTURAL FLOOR PLAN DETAILS FOR WALL HEIGHT AND TYPE. CONTRACTOR SHALL COORDINATE WITH MEP PLANS FOR DEVICES LOCATIONS. FAILURE TO COORDINATE MAY RESULT IN RELOCATION OF THE MOTION DETECTOR AT CONTRACTOR'S EXPENSE. CONTRACTOR SHALL CONNECT MOTION DETECTOR TO THE ACCESS CONTROL

PANEL.

S1

S1

APPROXIMATE LOCATION OF CEILING MOUNTED INTERCOM SPEAKER LOCATION. CONTRACTOR SHALL PROVIDE AND INSTALL CEILING MOUNTED INTERCOM SPEAKER. CONTRACTOR SHALL SECURE AND SUPPORT PER MANUFACTURERS SPECIFICATIONS AND TO TYPE OF CEILING. REFERENCE ARCHITECTURAL RCP PLANS FOR CEILING HEIGHT AND TYPE. CONTRACTOR SHALL COORDINATE WITH MEP PLANS FOR DEVICES ON THE GRID AND IN THE CEILING SPACE. FAILURE TO COORDINATE WILL RESULT IN RELOCATION OF THE SPEAKER AT

CONTRACTOR'S EXPENSE.

APPROXIMATE LOCATION OF PAGING / INTERCOM SPEAKER/HORN. CONTRACTOR SHALL PROVIDE AND INSTALL 1" CONDUIT SLEEVE FROM NEAREST ADJACENT AND ACCESSIBLE CEILING SPACE TO BACK BOX INSTALLED 8'-0" AFF AND 10'-0" AFF OR AG UNO FOR ALL EXTERIOR LOCATIONS UNO. CONTRACTOR SHALL COORDINATE FINAL INSTALLATION LOCATION AND HEIGHT. NO POWER REQUIRED AT THESE LOCATIONS.

FAILURE TO COORDINATE MAY RESULT IN RELOCATION OF THE HORN AT CONTRACTOR'S EXPENSE.

PAGING, INTERCOM AND CLOCK SYMBOLS LEGEND

TECHNOLOGY + SECURITY CONSULTING

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Symbol Description Date ApprovedCONTRACT NUMBER:

PLOT DATE:

PLOT SCALE:

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DATE:DESIGNED BY:

OKLAHOMA AIR NATIONAL GUARD

TULSA OK

BCE: KURT W. STEPHENS, Lt Colonel

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GENERAL NOTES AND SYMBOLS

85 101W912L6-13-D-0002, TO 21

Addendum 07/21/20222 2

RESPONSIBILITY SCHEDULE

THIS SCHEDULE IS FOR REFERENCE AND DOES NOT INCLUDE ALL PROJECT COMPONENTS. IT SHALL BE USED IN CONJUNCTION WITH THE PROJECT DRAWINGS AND PROJECT SPECIFICATIONS.

SECTION DESCRIPTION DESIGNED BY: FURNISHED BY: INSTALLED BY:

27 1000 &

27 1323 BUILDING CABLING SYSTEMS & FIBER OPTIC CABLE BACKBONE CABLING FIRM RESPONSIBLE FOR DESIGN CONTRACTOR GOVERNMENT CONTRACTOR GOVERNMENT NOTES

DATA/VOICE/AP/CAMERA WORKSTATION CABLING CRUX X X

COPPER PATCH CORDS CRUX X X

FABRIC INNERDUCT CYNTERGY X X

FIBER OPTIC BACKBONE CABLING - OUTSIDE PLANT CRUX X X

FIBER OPTIC BACKBONE CABLING - INSIDE PLANT CRUX X X

SPLICING (COPPER AND FIBER) CRUX X X

FIBER PATCH CORDS CRUX X X

COPPER BACKBONE CABLE CRUX X X

EQUIPMENT CABINET CRUX X X

CABLE MANAGEMENT CRUX X X

MDF / IDF PATHWAYS CYNTERGY X X

FIRESTOPPING CRUX X X

GROUNDING CRUX X X

GROUNDING TIE INTO SERVICE GROUND CYNTERGY X X

LABELING CRUX X X

NETWORK SWITCH / CARDS / MODULES / CABLES / POWER SUPPLIES CRUX X X

UNINTERRUPTABLE POWER SUPPLY (UPS) CRUX X X

WIRELESS ACCESS POINT / AGREEMENTS / CONFIGURATION CRUX X X WIRELESS ACCESS POINTS TO BE CONFIGURED BY THE GOVERNMENT

POWER DISTRIBUTION UNIT (PDU) CRUX X X

IP PHONE SET OWNER X X

27 5116 RADIO AND PUBLIC ADDRESS SYSTEMS FIRM RESPONSIBLE FOR DESIGN CONTRACTOR GOVERNMENT CONTRACTOR GOVERNMENT NOTES

ZONE PAGE MODULE/AMPLIFIER CRUX X X

INTERCOM /PA SYSTEM HEAD END CRUX X X

CLOCK AND BELL SYSTEM N/A NOT APPLICABLE

CEILING SPEAKERS / HORNS CRUX X X

CLOCKS N/A

CD PLAYER N/A NOT APPLICABLE

28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING FIRM RESPONSIBLE FOR DESIGN CONTRACTOR GOVERNMENT CONTRACTOR GOVERNMENT NOTES

SUBMITTALS CRUX X X

TEST EQUIPMENT N/A X X

TESTING OF ELECTRONIC SAFETY SYSTEMS CRUX X X

28 10 05 ELECTRONIC SECURITY SYSTEMS FIRM RESPONSIBLE FOR DESIGN CONTRACTOR GOVERNMENT CONTRACTOR GOVERNMENT NOTES

SECURITY SYSTEM MANAGEMENT SOFTWARE ADVANTOR X X

ACCESS CONTROL PANELS ADVANTOR X X

DOOR CONTROLLER ADVANTOR X X

POWER DISTRIBUTION UNIT ADVANTOR X X

DOOR POSITION SWITCHES ADVANTOR X X

DOOR POWER SUPPLIES N/A NOT APPLICABLE

REQUEST TO EXIT DEVICE N/A NOT APPLICABLE

CARD READERS N/A NOT APPLICABLE

DOOR RELEASE BUTTONS N/A NOT APPLICABLE

EMERGENCY ALARM BUTTONS ADVANTOR X X

ACCESS CONTROL WIRING ADVANTOR X X

AUXILIARY POWER SUPPLIES ADVANTOR X X

AUDIO/VIDEO INTERCOM SYSTEM N/A NOT APPLICABLE

ACCESS CONTROL SERVER OWNER X X ADVANTOR SYSTEM IS EXISTING, NEW DEVICES TO FUNCTION AS AN EXTENSION

MOTION SENSORS ADVANTOR X X

KEYPAD(S) ADVANTOR X X

DOOR SWITCHES ADVANTOR X X

CAMERAS - INDOOR / OUTDOOR CRUX X X

CAMERAS - LICENSES CRUX X X

VIDEO MANAGEMENT SOFTWARE OWNER X X SYSTEM IS EXISTING, NEW DEVICES TO FUNCTION AS AN EXTENSION

STORAGE CRUX X X CONTRACTOR TO PROVIDE ADDITIONAL STORAGE FOR ADDED CAMERAS

WIRING CRUX X X

OVERSPEED & DIRECTIONAL DETECTION SYSTEM CRUX X X INCLUDES MONITOR(S), SENSORS, WIRING, SOFTWARE, AND INSTALLATION

TAMPER SWITCHES (ENCLOSURES, MH/H LIDS, CONTROLS, ETC.) CRUX X X

DURESS BUTTONS ADVANTOR X X

TECHNOLOGY + SECURITY CONSULTING

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PLOT DATE:

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OKLAHOMA AIR NATIONAL GUARD

TULSA OK

BCE: KURT W. STEPHENS, Lt Colonel

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RESPONSIBILITY SCHEDULE

W912L6-13-D-0002, TO 21 86 101

AVB AVB

G A S

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P O L E

P O W E R

P O L E

P O W E R

P O L E

P O W E R

P O L E

SHEET NOTES:

REFERENCE SHEET TG-101 FOR ALL SYMBOLS AND PROJECT

SPECIFIC NOTES.

SHEET NOTES

REFERENCE SHEET TG-101 FOR ALL SYMBOLS AND PROJECT

SPECIFIC NOTES.

CONDUITS INSTALLED FOR COMMUNICATIONS CABLING

SHALL OBSERVE THE FOLLOWING PRACTICES:

A. USE OF SHARP OR NINETY DEGREE BENDS ARE NOT

ALLOWED. CHANGE OF DIRECTION SHALL USE WIDE

SWEEPING RADIUS BENDS.

B) VAULTS SHALL BE SIZED TO ACCOMMODATE CABLE BEND

RADIUS SHALL BE PLACED WHEN CONDUIT CHANGES

DIRECTION AS SHOWN ON DRAWINGS.

C) CABLE PULLING TENSION SHALL NOT EXCEED THE

MANUFACTURER'S RECOMMENDATIONS – PULL

METER SHALL BE USED TO MEASURE TENSION.

D) CONDUIT PATHWAY SHALL BE PROVIDED WITH A

METALLIC TRACER WIRE WITHIN THE SAME TRENCH

AS THE CONDUIT INSTALLED AT THE SAME LEVEL

FOR FUTURE LOCATION PURPOSES. IN ADDITION, A

WEATHER PROOF “FIBER OPTIC CABLE” MARKER

TAPE SHALL BE INSTALLED AT 18" ABOVE THE

CONDUIT TO NOTIFY ANYONE DIGGING IN THE EVENT

AN ELECTRONIC LOCATE WAS NOT PERFORMED TO

TRACE IN GROUND CONDUITS.

E) CONTRACTOR IS RESPONSIBLE FOR SEALING CONDUITS

INSIDE BUILDINGS TO ENSURE NO BUILDING INGRESS OF

WATER, INSECTS OR RODENTIA.

F) CONDUITS SHOULD TURN NO MORE THAN AN

ACCUMULATED 180 DEGREES BETWEEN TWO VAULTS. IF

FIELD CONDITIONS REQUIRE MORE THAN AN

ACCUMULATED 180 DEGREE TURN(S) BETWEEN TWO

VAULTS THE CONTRACTOR IS REQUIRED TO ADD A THIRD

VAULT BETWEEN THE TWO AFOREMENTIONED VAULTS IN A

LOCATION THAT REDUCES THE TURNS BETWEEN ANY TWO

OF THE VAULTS TO LESS THAN 180 DEGREES.

GATE HOUSE

INSPECTION

CANOPY

ID CHECK

ISLAND

OVERWATCH

POSITION

MOTORIZED

ROLLING GATE

APPROACH ZONE -

CONTRACTOR SHALL PROVIDE

OVERSPEED DETECTION VIA

ODDS IN THIS AREA.

RESPONSE ZONE -

CONTRACTOR SHALL

PROVIDE WRONG-

WAY DETECTION VIA

ODDS IN THIS AREA.

TECHNOLOGY + SECURITY CONSULTING

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TULSA OK

BCE: KURT W. STEPHENS, Lt Colonel

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SITE PLAN

1" = 60'-0"1

SITE PLAN

N

PLAN

NORTH

N

TRUE

NORTH

W912L6-13-D-0002, TO 21 101

F

M R

1-E

01 02

KEYNOTE LEGEND

(NOT ALL KEYNOTES MAY APPLY)

X

01. CAMERA MOUNTED ON MONO POLE AT APPROXIMATELY

25'-0" AG.

02. 1" CONDUIT PATHWAY FROM GATE HOUSE TO CAMERA

POLE LOCATION. PROVIDE FIBER OPTIC CABLING AND MEDIA

CONVERTER AS-REQUIRED FOR FUNCTIONALITY. REFERENCE

SHEET TG-103 FOR EQUIPMENT LIST WITH PART NUMBERS.

03. 1" CONDUIT PATHWAY FROM DESK LOCATION IN GATE

HOUSE TO MOTORIZED GATE OPERATORS FOR CONNECTION

TO DELTA SCIENTIFIC CONTROLS TOUCHPAD.

SHEET NOTES:

REFERENCE SHEET TG-101 FOR ALL SYMBOLS AND PROJECT

SPECIFIC NOTES.

NOT IN

CONTRACT

NOT IN

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OKLAHOMA AIR NATIONAL GUARD

TULSA OK

BCE: KURT W. STEPHENS, Lt Colonel

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810 SOUTH CINCINNATI

2ND FLOOR

TULSA, OK 74119

918-877-6000

07/21/2022 As indicated

C U s e rs

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TS-40205/27/21

JK JW

05/27/21LW

COMMERCIAL INSPECTION

FACILITY

PROJECT NUMBER: XHZG159052

SITE PLAN - BLOCK 2

3/64" = 1'-0"1

SITE PLAN - BLOCK 2

N

PLAN

NORTH

0 10' 20' 40'

N

TRUE

NORTH

W912L6-13-D-0002, TO 21 88 101

Addendum 07/21/2022

AVB AVB

KEYNOTE LEGEND

(NOT ALL KEYNOTES MAY APPLY)

X

01. FURNISH AN OUTDOOR WEATHERPROOF DELTA

SCIENTIFIC CONTROL PANEL NEAR CHASE VEHICLE PARKING

LOCATION AND CONNECT TO THE NEARBY HPU FOR

GATE/BARRIER CONTROLS. PROVIDE FIBER OPTIC CABLING

AND MEDIA CONVERTER AS-REQUIRED FOR FUNCTIONALITY.

REFERENCE SHEET TG-103 FOR EQUIPMENT LIST WITH PART

NUMBERS.

SHEET NOTES:

REFERENCE SHEET TG-101 FOR ALL SYMBOLS AND PROJECT

SPECIFIC NOTES.

NOT IN

CONTRACT

NOT IN

CONTRACT

th

S

R E

N

N MINGO ROAD

G R A V E L

"R C

P

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W M

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OH DR 8 'X 8 '

SF

PADMOUNTEDE

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C T R

IC

A L

T R A N S F O M E R

PADMOUNTEDE

LE

C T R

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A L

T R A N S F O M E R6

2 1

KEY PLAN

TECHNOLOGY + SECURITY CONSULTING

800.685.6440 www.cruxsolutions.com

VOLUME 1 OF 1

Sheet ____ of ____

SHEET

REFERENCE

NUMBER

Symbol Description Date ApprovedCONTRACT NUMBER:

PLOT DATE:

PLOT SCALE:

DWN BY: CHK BY: FILE NAME:

DATE:DESIGNED BY:

OKLAHOMA AIR NATIONAL GUARD

TULSA OK

BCE: KURT W. STEPHENS, Lt Colonel

A B C D E F G H

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810 SOUTH CINCINNATI

2ND FLOOR

TULSA, OK 74119

918-877-6000

07/21/2022 As indicated

C U s e rs

\c c o y \D o c u m e n ts

\C

IF

T

E C

H c c o y T

P

N .r v t

TS-40405/27/21

JK JW

05/27/21LW

COMMERCIAL INSPECTION

FACILITY

PROJECT NUMBER: XHZG159052

SITE PLAN - BLOCK 4

3/64" = 1'-0"1

SITE PLAN - BLOCK 4

N

PLAN

NORTH

0 10' 20' 40'

N

TRUE

NORTH

89W912L6-13-D-0002, TO 21 101

Addendum 07/21/202222

1-E

-E

1-E

1-E

1-E

KP

S

SHEET NOTES:

REFERENCE SHEET TG-101 FOR ALL SYMBOLS AND PROJECT

SPECIFIC NOTES.

KEYNOTE LEGEND

(NOT ALL KEYNOTES MAY APPLY)

X

01. FURNISH TWO (2) 4" CONDUITS FROM HAND HOLE TO

SECURITY NETWORK EQUIPMENT ENCLOSURE IN GATE

HOUSE. PROVIDE MULE TAPE AND NYLON BUSHINGS WITH THE

CONDUITS. SEAL BOTH ENDS OF THE CONDUIT TO PREVENT

WATER AND RODENTS FROM ENTERING THE CONDUITS.

02. LOCATE ODDS COMPUTER ON MILLWORK/DESK IN GATE

HOUSE. PROGRAM AUDIBLE AND VISUAL ALERTS FOR

OVERSPEED AND DIRECTIONAL DETECTION.

03. FURNISH DEDICATED 1" CONDUIT PATHWAY FROM EACH

CANOPY-MOUNTED SURVEILLANCE CAMERA (REFERENCE

T-201 FOR CEILING AND CANOPY-MOUNTED CAMERA

LOCATIONS) TO HAND HOLE.

04. FURNISH DEDICATED 1" CONDUIT PATHWAY FROM ID CHEK

ISLAND GATE/BARRIER CONTROLS TO HAND HOLE.

05. DBIDS ANTENNA LOCATION. EXTERNAL SOFFIT-MOUNT AND

PROVIDE COAX CABLE TO HEAD-END UNIT. COORDINATE WITH

138TH COMM TO ENSURE PROPER FUNCTIONALITY.

06. TELECOMMUNICATIONS HAND HOLE. REFERENCE CIVIL

PLANS FOR EXACT LOCATION AND REQUIREMENTS.

07. NETWORK OUTLET FOR CANOPY-MOUNTED SECURITY

CAMERAS.

08. FURNISH CAMERA AT 12'-0" ABOVE-GRADE.

09. FURNISH CAMERA AT 12'-0" ABOVE-GRADE.

10. FURNISH DEDICATED 1" CONDUIT PATHWAY FROM WS2 TO

EQUIPMENT CABINET.

DRIVER WAITING

GATE HOUSE

ACCESSIBLE TOILET

ID CHECK

CC4

CC4

WS4

WS4

TV1

TV1

T-3011T-301 2

T-401

ACS

C1

ACS

C1

ACS

C1

03 03

WS2

WS2

SC3

TECHNOLOGY + SECURITY CONSULTING

800.685.6440 www.cruxsolutions.com

VOLUME 1 OF 1

Sheet ____ of ____

SHEET

REFERENCE

NUMBER

Symbol Description Date ApprovedCONTRACT NUMBER:

PLOT DATE:

PLOT SCALE:

DWN BY: CHK BY: FILE NAME:

DATE:DESIGNED BY:

OKLAHOMA AIR NATIONAL GUARD

TULSA OK

BCE: KURT W. STEPHENS, Lt Colonel

A B C D E F G H

O R

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IN

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CYNTERGY

810 SOUTH CINCINNATI

2ND FLOOR

TULSA, OK 74119

918-877-6000

07/21/2022 As indicated

C U s e rs

\c c o y \D o c u m e n ts

\C

IF

T

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H c c o y T

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N .r v t

T-10105/27/21

JK JW

05/27/21LW

COMMERCIAL INSPECTION

FACILITY

PROJECT NUMBER: XHZG159052

FLOOR PLANS

3/16" = 1'-0"1

FLOOR PLAN N

PL…