Attachment 2 Commercial Inspection Facility Drawings.pdf

VOLUME 1 OF 1

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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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CYNTERGY

810 SOUTH CINCINNATI

2ND FLOOR

TULSA, OK 74119

918-877-6000

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G-001

W912L6-13-D-0002, TO 21

05/27/2021

CCW LDW

05/27/2021DFP

COMMERCIAL INSPECTION

FACILITY

PROJECT NUMBER: XHZG159052

COVER SHEET

M A

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B -3

F

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TE OF OKLAHOM

A

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ENSED ARCHIT

EC

T

DAVID F.

PHELPS

COMMERCIAL INSPECTION FACILITY

PROJECT NO. XHZG159052

OKLAHOMA AIR NATIONAL GUARD

TULSA, OKLAHOMA

SHEET INDEX

S-102 ROOF FRAMING PLAN

S-501 FOUNDATION DETAILS

S-502 FRAMING DETAILS

S-503 RETAINING WALL PENETRATION DETAILS

ARCHITECTURAL

A-101 FLOOR PLAN

A-102 ROOF PLAN

A-111 FIRST FLOOR REFLECTED CEILING PLAN

A-121 FLOOR FINISH PLAN

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-302 WALL SECTIONS

A-401 INTERIOR ELEVATIONS AND DETAILS

A-501 DETAILS

A-502 DETAILS

FIRE PROTECTION

FA001 FIRE ALARM NOTES AND DETAILS

FA101 FIRE ALARM PLAN

PLUMBING

P-001 PLUMBING NOTES, LEGENDS, AND ABBREVIATIONS

P-101 PLUMBING PLANS

P-601 SCHEDULES AND DETAILS

MECHANICAL

M-001 NOTES, LEGENDS, AND ABBREVIATIONS

M-101 HVAC PLAN

M-601 MECHANICAL SCHEDULES AND DETAILS

ELECTRICAL

E-001 SYMBOLS AND NOTES

E-101 GATE HOUSE ELECTRICAL

E-102 ENTRY ELECTRICAL PLAN

E-401 ELECTRICAL SITE PLAN

E-402 ELECTRICAL SITE PLAN

E-403 ELECTRICAL SITE PLAN

E-501 ELECTRICAL DETAILS

E-601 ELECTRICAL SCHEDULES

TELECOMMUNICATIONS

TG101 GENERAL NOTES AND SYMBOLS

TG102 RESPONSIBILITY SCHEDULE

TS101 SITE PLAN

TS402 SITE PLAN - BLOCK 2

TS404 SITE PLAN - BLOCK 4

T-101 FLOOR PLANS

T-201 REFLECTED CEILING PLAN

T-301 ELEVATION VIEWS

T-302 ELEVATION VIEWS

T-401 IDF/MDF PLANS AND ELEVATIONS

T-501 TELECOM DETAILS

T-502 OUTLET & CABLE LABELING EXAMPLES

T-503 CAMERA INSTALLATION DETAILS

T-504 ACCESS CONTROL SYSTEM - DOOR TYPES "C1" &

POLE-MOUNT CAMERA DETAIL

T-601 TECHNOLOGY DIAGRAMS

T-602 SECURITY SCHEDULES

T-603 DIAGRAM, FUNCTIONAL, AND EVENTS & ALARMS

MATRIX

SHEET INDEX

GENERAL

G-001 COVER SHEET

GC101 SEDIMENT AND EROSION CONTROL PLAN

CIVIL

CD101 SITE DEMOLITION PLAN

CS101 OVERALL SITE PLAN

CS401 SITE PLAN - BLOCK 1

CS402 SITE PLAN - BLOCK 2

CS404 SITE PLAN - BLOCK 4

CS406 SITE PLAN - BLOCK 6

CS412 ENTRANCE GATE PLAN

CS501 HD300 WEDGE BARRIER DETAILS

CS502 FE-6 FENCE DETAILS

CS503 DETAILS

CS504 TL-3 CABLE BARRIER DETAILS

CS505 STOP CONTROL AVB SAFETY SCHEME

CS506 TYPICAL CABLE REINFORCED CHAIN LINK

CS507 TYPICAL CABLE REINF CHAIN LINK

FENCE-DEADMAN AND LINE POST

CS508 TYPICAL CABLE REINFORCED CHAIN LINK FENCE -

GATES

CS509 CABLE REINFORCING DETAILS

CS510 CABLE REINFORCING DETAILS (CONT'D)

CS601 HORIZONTAL CONTROL DATA

CS602 CENTERLINE ALIGNMENT DATA

CS603 CURB ALIGNMENT DATA

CA101 OVERALL SITE PLAN FOR BID OPTIONS

CA401 BID OPTION SITE PLAN BLOCK 1

CA402 BID OPTION SITE PLAN BLOCK 2

CA404 BID OPTION SITE PLAN BLOCK 4

CA406 BID OPTION SITE PLAN BLOCK 6

CP101 OVERALL PAVEMENT MARKING & SIGN PLAN

CP401 PAVEMENT MARKING & SIGN LAYOUT - BLOCK 1

CP402 PAVEMENT MARKING & SIGN LAYOUT - BLOCK 2

CP404 PAVEMENT MARKING & SIGN LAYOUT - BLOCK 4

CP406 PAVEMENT MARKING & SIGN LAYOUT - BLOCK 6

CP501 PAVING, JOINTING, CURB & RAMP DETAILS

CP502 SITE SIGNAGE DETAILS

CP503 DETAILS

CG101 OVERALL GRADING PLAN

CG401 GRADING PLAN - BLOCK 1

CG402 GRADING PLAN - BLOCK 2

CG404 GRADING PLAN - BLOCK 4

CG406 GRADING PLAN - BLOCK 6

CG501 STORMWATER DETAILS

CG502 STORMWATER DETAILS

CU101 OVERALL UTILITY PLAN

CU401 UTILITY PLAN - BLOCK 1

CU402 UTILITY PLAN - BLOCK 2

CU404 UTILITY PLAN - BLOCK 4

CU406 UTILITY PLAN - BLOCK 6

CU501 UTILITY DETAILS

CU502 ELECTRICAL SITE DETAILS

STRUCTURAL

S-001 DESIGN CRITERIA AND GENERAL NOTES

S-002 GENERAL NOTES AND SPECIAL INSPECTIONS

S-003 SPECIAL INSPECTIONS AND GENERAL DETAILS

S-004 GENERAL STRUCTURAL DETAILS

S-101 FOUNDATION PLAN

PROJECT LOCATION

1. ALL DIMENSIONS GIVEN FOR EXISTING CONSTRUCTION ARE TO BE CONSIDERED APPROXIMATE

AND SHALL BE FIELD VERIFIED.

2. VERIFIED DIMENSIONS SHALL APPEAR ON CONTRACTOR APPROVED SHOP DRAWINGS PRIOR TO

BEING SUBMITTED FOR APPROVAL.

3. THE WORK SHALL MEAN TO PROVIDE AND INSTALL A COMPLETE, FINISHED, OPERATING,

FUNCTIONING ASSEMBLY, FRAMEWORK, SYSTEM, FIXTURE, SURFACE OR APPARATUS READY FOR USE

BY THE CONTRACTING OFFICER OR OTHER CONTRACTOR TO WHICH CONNECTION OR USE IS

REQUIRED.

4. EACH CONTRACTOR SHALL PROVIDE ALL NECESSARY INCIDENTALS AS REQUIRED BY HIS WORK EVEN IF NOT SHOWN OR SPECIFICALLY MENTIONED ON THE DRAWINGS OR IN THE SPECIFICATIONS, INCLUDING SPECIFIC ITEMS REQUIRED BY CODE TO MAKE THE WORK COMPLETE.

5. EACH CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT PRIOR TO BID. HE SHALL VISIT THE SITE, CHECK & VERIFY ALL CONDITIONS. STUDY ALL SHEETS OF DRAWINGS AND READ THE

PROJECT MANUAL SPECIFICATIONS.

6. ANY SURFACE FINISHES DAMAGED BY DEMOLITION OR NEW CONSTRUCTION SHALL BE REPAIRED TO MATCH PRIOR CONDITION UNLESS NOTED OTHERWISE. ALL MATERIALS, EQUIPMENT, DEVICES &

THEIR INSTALLATION THEREOF SHALL CONFORM WITH THE FOLLOWING CODES, STANDARDS,

REGULATIONS AND EDITIONS:

INTERNATIONAL BUILDING CODE 2015

NATIONAL FIRE PROTECTION ASSOC. VOLS 1-16

INTERNATIONAL PLUMBING CODE 2015

INTERNATIONAL MECHANICAL CODE 2015

UNDERWRITERS LABORATORY

7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PARTS OF HIS WORK WHICH MAY BE SHOWN ON ANY SHEET OF THIS SET OR CONTAINED ON ANY PAGE OF THE SPECIFICATION & SHALL EXECUTE ALL

WORK IN A PROFESSIONAL AND EXPEDIENT MANNER.

8. REMOVE AND RELOCATE ALL ELEMENTS OF EXISTING CONSTRUCTION THAT INTERFERE WITH OR

MUST BE REMOVED / RELOCATED DUE TO NEW CONSTRUCTION, WHETHER OR NOT SHOWN ON THE

DRAWINGS.

9. VERIFY LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION START.

CONTRACTOR SHALL BE FULLY LIABLE FOR ANY DAMAGE TO ANY UTILITY OR ANY OTHER ELEMENT OF EXISTING CONSTRUCTION. ANY UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED /

REPLACED IMMEDIATELY AT THE SOLE EXPENSE OF THE CONTRACTOR.

10. THE CONTRACTOR SHALL COORDINATE ANY UTILITY OR SYSTEM SHUT DOWN WITH

CONTRACTING OFFICER 48 HOURS PRIOR TO UTILITY OR SYSTEM SHUT DOWN. CONTRACTOR SHALL

MINIMIZE ANY DISRUPTION TO UTILITIES DURING CONSTRUCTION.

11. ALL WOOD SHALL BE FIRE RETARDANT TREATED IN ACCORDANCE WITH APPLICABLE CODES.

PROVIDE BLOCKING FOR ALL ITEMS, BUT NOT LIMITED TO FIXTURES, SWITCHES, ELECTRICAL PANELS, HARDWARE, ETC.

12. THE CONTRACTOR SHALL OBTAIN BURN PERMIT PRIOR TO ANY WORK REQUIRING OPEN FLAME.

COORDINATE WORK IN HANGAR BAY WITH THE CONTRACTING OFFICER THAT MAY AFFECT

OPERATION OF U.V.I.R. (ULTRAVIOLET AND INFRARED) DETECTION AND FOAM FIRE SUPPRESSION

SYSTEM. ANY ACTIVATION OF THIS SYSTEM BY THE CONTRACTOR WILL BE REMEDIED BY THE

CONTRACTOR AT THE CONTRACTOR'S EXPENSE. ALL WORK REQUIRING HEAD AND/OR OPEN FLAME AND ALL WORK ASSOCIATED WITH THE FIRE ALARM SYSTEM SHALL BE COORDINATED THROUGH BCE

OFFICE 72 HOURS PRIOR TO BEGINNING WORK IN THESE AREAS.

13. ALL WORK IN RESTRICTED AREAS INDICATED ON PLANS SHALL BE COORDINATED THROUGH THE CONTRACTING OFFICER 72 HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR WILL NOT HAVE

ACCESS TO THESE AREAS UNLESS ESCORTED BY BASE PERSONNEL. UNAUTHORIZED ACCESS MAY

RESULT IN APPREHENSION BY BASE SECURITY FORCES.

14. ALL WORK IN THE MAIN HANGAR WILL REQUIRE A PHASING PLAN TO BE APPROVED BY THE CONTRACTING OFFICER TO ALLOW FOR NORMAL OPERATIONS. THE CONTRACTOR SHALL ALLOW FOR

ADEQUATE TIME TO CHANGE PHASING OF WORK AREAS TO ALLOW FOR NORMAL OPERATIONS AND

MAINTENANCE OF AIRCRAFT.

GENERAL NOTES

VICINITY MAP

TYPE B-3 FINAL SUBMITTAL 05/27/2021

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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 6/30/2022

1:1

101 TYPE B-3 FINAL SUBMITTAL 05/27/2021

PROJECT NUMBER: XHZG159052

BILLY

COX

23063LI

C

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D

PROFESSIONAL

EN

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IN

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E R

OKL A HOMA

SF SF1 SILT FENCE

DROP INLET (CATCH BASIN)

SEDIMENT PROTECTION

CONSTRUCTION ENTRANCE

SOLID SOD GRASS

DIRECTIONAL FLOW ARROW

TOPSOIL SEEDING

ST4

CE

SG

CB

TS

CURB INLET PROTECTION

SEDIMENT BASIN

OUTLET PROTECTION DISCHARGE

POINTS

LIMITS OF CONSTRUCTION

LIMITS OF PROJECT

ST3

CI

SB

OP

CB CATCH BASIN

CI CURB INLET

ES END SECTION

GI GRATE INLETS

SDMH STORM WATER MANHOLE

EROSION CONTROL LEGEND:

ABBREVIATIONS:

SLOPE PROTECTIONSP

NOTE BY SYMBOL:

CONSTRUCTION ENTRANCE AND TIRE WASH AREA

CONCRETE WASH OUT AREA

POSSIBLE SITE ACCESS

CONTRACTOR'S STAGING AREA INCLUDES

· TEMPORARY OFFICE

· PORTABLE TOILET AS REQUIRED

· POST MOUNTED RAIN GAUGE

EROSION PHASING NOTES:

1. ALL NEW GRATE INLETS, CATCH BASINS AND CURB INLETS WILL REQUIRE

SEDIMENT CONTROL MEASURES.

2. THE GRADING AND CONSTRUCTION OF THE BIO-RETENTION AREAS OCCUR IN

THE FINAL PHASE. AFTER THE ENGINEERED SOIL HAS BEEN INSTALLED

COVER WITH SOD GRASS.

3. PROVIDE AND INSTALL DRAINAGE FABRIC ALONG THE DOCK WELL TRENCH

GRATE TO PREVENT SEDIMENT FROM ENTERING STORM SYSTEM.

4. APPLY FINAL SEEDING, SOD AND SLOPE PROTECTION AS REQUIRED. THE

EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL GRASS IS ESTABLISHED.

5. ONCE GRASS IS ESTABLISHED LANDSCAPE INSTALLATION IS TO BEGIN.

6. REMOVE EROSION CONTROL MEASURES THEN RESEED AND SOD ALL DISTURBED GRASS AREAS AS REQUIRED.

7. A FINAL PART OF THE EROSION CONTROL MEASURE IS TO APPLY RIP-RAP AT ALL OUTLET STRUCTURES.

8. PRIOR FINAL SITE APPROVAL THE STAGING AREA, CONSTRUCTION ENTRANCE, CONCRETE WASH OUT CONTAINER, ETC. MUST BE REMOVED AND THE SURROUNDING AREA SHALL BE RETURNED TO BETTER THAN

ORIGINAL CONDITION.

9. ALL DISTURBED AREAS (INCLUDING CONTRACTOR STAGING AREAS) SHALL BE SODDED UNLESS NOTED

OTHERWISE AS PART OF THIS PROJECT.

GI GRATE INLET SEDIMENT

TRAP IN BIO-RETENTION

ST2

EXISTING FLOW ARROW

GC101

GC101.DWG

SEDIMENT AND EROSION CONTROL

PLAN

0 60' 120'

SCALE: 1" = 60'-0"

N

E.

ST

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0'

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H T-

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AY

N. MINGO ROAD

80' RIGHT-OF-WAY

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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 6/30/2022

1:1

101 TYPE B-3 FINAL SUBMITTAL 05/27/2021

PROJECT NUMBER: XHZG159052

N MINGO ROAD

E

6t h

S

TR

EE

T

N

KEY PLAN

2 1

NOT IN

CONTRACT

NOT IN

CONTRACT

BILLY

COX

23063LI

C

E N

S E

D

PROFESSIONAL

EN

G

IN

E

E R

OKL A HOMA

EXISTING

CONCRETE LINED

DITCH

DO NO DISTURB EXISTING POND

DO NOT DISTURB

DO NOT DISTURB

EXISTING STORM

STRUCTURES AND

RIP-RAP BEYOND

THIS POINT

EXISTING SANITARY

SEWER AND LIFT STATION

AND UNDERGROUND

ELECTRIC

DO NOT DISTURB

REMOVE EXISTING EMS/TORNADO SIREN,

POLE AND EQUIPMENT WITH CARE, FOR

RELOCATION ELSEWHERE ON PROJECT SITE

CONTRACTOR MUST COORDINATE

RELOCATION OR REPLACEMENT

OF EMS SIREN WITH JOE KRALICEK, TULSA

EMERGENCY MANAGEMENT PHONE:

918-596-9899 AT TIME OF CONSTRUCTION

LIMITS OF DEMOLITION

REMOVE PP/PLP AND

ELECTRICAL LINES

ALL JERSEY BARRIERS ON-SITE TO

BE REMOVED BY OTHERS (TYP)

MATCHLINE - SEE INSET THIS SHEET

END OF PROJECT

LIMITS

CD101

CD101.DWG

SITE DEMOLITION PLAN

REMOVE AND RELOCATE

LIGHT & POWER POLE

COORDINATE WITH PSO

SAW CUT & REMOVE

164± S.Y. SIDEWALK &

PAVEMENT

SAW CUT & REMOVE 110±

L.F. CURB AND GUTTER

LIMITS OF DEMOLITION

LIMITS OF DEMOLITION

REMOVE EXISTING RIP-RAP

AND (2) END SECTIONS

0 40' 80'

SCALE: 1" = 40'-0"

N

REMOVE AND RELOCATE

AT&T VAULT AS REQUIRED,

COORDINATE WITH AT&T

ALL JERSEY BARRIERS ON SITE TO

BE REMOVED BY OTHERS (TYP)

REMOVE 357 LF ±

EXISTING FENCE

MATCHLINE THIS SHEET

N. MINGO ROAD

80' RIGHT-OF-WAY

VI

PE

R S

TR

EE

T

H-FRAME TO BE

REMOVED BY OTHERS

PP

SEC

TIO

N

LIN

E

PRESTON EASTIN ADD.

FH

PP

ips 3/8 w /cap pks pks

W

W

LIMITS OF

CONSTRUCTION

FUEL FACILITY NOT

IN CONTRACT

STAGING

AREA

X

XX

XXXXXXX

X

X

X X

X X

X X

X

X X X X X

X

X

AVB AVB

LP

XFMR

BM 3

BM 2

BM 1

60.00'

N: 450982.23 E: 2597074.40

N: 450839.22 E: 2596926.84

N: 450838.95 E: 2596893.99

N: 450776.78 E: 2596907.34

N: 450529.51 E: 2596872.10

N: 450516.67 E: 2596880.91

N: 450517.99 E: 2596862.07

N: 450496.13 E: 2596359.64

N: 450228.17 E: 2596386.38

N: 450403.41 E: 2596678.82

N: 450234.67 E: 2596682.58

N: 450194.51 E: 2597090.58

N: 450525.20 E: 2596792.67

N: 450981.25 E: 2597059.52

N: 450962.56 E: 2597059.93

N: 450180.77 E: 2596364.72

N: 450396.91 E: 2596382.62

.0

0'

END CHAIN-LINK FENCE

END CHAIN-LINK FENCE

PUBLIC CONCRETE DRIVEWAY PLAN

REFER TO PERMIT DRAWING RW01

EXISTING BASE FENCING

END PROJECT WORK

MEET AND MATCH

FUEL FACILITY DRIVE

N: 450785.30 E: 2596865.85

CL

CL

CL

CL

LANE #1

LA NE # 2

#3

C L #4

LANE #1

LANE # 2CL

OKLAHOMA AIR NATIONAL GUARD INSTALLATION

MONUMENT SIGN

INSPECTION CANOPY

GUARD BOOTH (BY OTHERS)

GATE HOUSE

PERSONNEL PARKING

PORTABLE GENERATOR PAD WITH (4)

REMOVABLE BOLLARDS

TRANSFORMER PAD

CONCRETE ISLAND WITH FLAG POLE

TURNAROUND CURB ISLAND WITH GRASS

PAVEMENT MARKING RE: CP101

ACTIVE VEHICLE BARRIER (AVB)

AVB CONTROLLER

OVERWATCH PARKING LOCATION

HYBRID BEACON SAFETY TRAFFIC SIGNAL POLE

PASSIVE BARRIER (TYP.)

FIRE HYDRANT WITH PROTECTION BOLLARDS

FUEL FACILITY EXIT GATE

7' HIGH CHAIN-LINK SECURITY FENCE (FE-6) WITH

3-STRANDS OF BARBED WIRE

8' HIGH AMERISTAR IMPASSE II GAUNTLET FENCE

AND GATES - RE: CS432

ASPHALT PAVEMENT ( BASE BID )

FENCE CABLE BARRIER - RE: CS506 - CS510

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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 6/30/2022

1:1

101 TYPE B-3 FINAL SUBMITTAL 05/27/2021

PROJECT NUMBER: XHZG159052

N MINGO ROAD

E

6t h

S

TR

EE

T

N

KEY PLAN

2 1

NOT IN

CONTRACT

NOT IN

CONTRACT

BILLY

COX

23063LI

C

E N

S E

D

PROFESSIONAL

EN

G

IN

E

E R

OKL A HOMA

CS101

CS101.DWG

OVERALL SITE PLAN

KEY NOTES:

BM 1 - BENCHMARK MAGNETIC NAIL

ELEV=602.24

N=450159.7580 E=2597137.7150

BM 2 - BENCHMARK

3/8" IRON PIN

ELEV=602.76

N=450720.8380

E=2597146.2530

BM 3 - BENCHMARK

BRASS CAP

ELEV=603.45

N=451194.8650 E=2597089.5330

N. MINGO ROAD

E.

ST

. N

80' RIGHT-OF-WAY

0'

R

IG

H T-

O F-

W

AY

0 50' 100'

SCALE: 1" = 50'-0"

N

LIMITS OF

CONSTRUCTION

PROPERTY

LINE

PROPERTY LINE

VI

PE

R S

TR

EE

T

LIMITS OF

CONSTRUCTION

RELOCATE EXISTING EMS SIREN -

CONTRACTOR MUST COORDINATE ALL

EFFORTS WITH TULSA EMERGENCY

MANAGEMENT JOE KRALICEK - 918-596-9899

AT TIME OF CONSTRUCTION

CS412

DRAWING NOTES:

1. FOR BID OPTIONS REFER TO CA101.

2. REFER TO CP101 FOR PAVEMENT MARKINGS AND

TRAFFIC SIGNS.

3. FOR ENLARGED SITE PLANS REFER TO CS401

THROUGH CS406

4. FOR CENTERLINE ALIGNMENT AND CURVE DATA

REFER TO SHEET CS602.

X X X X X X X X

X X X X

X X

LP

BM 3

FH

O E

O E

O E

O E

U G

C U

G C

O E

O E

O E

O E

W

EXISTING SIDEWALK

CONCRETE DRIVEWAY AND ACCESSIBLE

RAMPS - RE: PERMIT PLAN RW01

153.96' CURB OPENING

MATCH PAVEMENT

ELEVATION FLUSH

FUEL FACILITY

SECURITY FENCE

CONCRETE

3' CURB

OPENING

T=3'

ACCESSIBLE

RAMP (TYP.)

C36

C37

C38

C39

C40

C41

L19

L20

C66

C67

C68

C69

C

C71

C85

C87

L48

R9.0'

CONCRETE

T=3'

GI

BIO RETENTION

AREA 4

BEGIN CL

ALIGNMENT #1

BEGIN CL

TURNAROUND

ALIGNMENT #1

END CL

ALIGNMENT #2

LP

LP

LP

LP

WITH BARRIER

CABLE

ASPHALT

ASPHALT

M

AT

C H

L

IN

E

- R

E:

C

S4

CS401

CS401.DWG

SITE PLAN - BLOCK 1

N. MINGO ROAD

E.

ST

. N

80' RIGHT-OF-WAY

0'

R

IG

H T-

O F-

W

AY

KEY NOTES:

BM 3 - BENCHMARK

BRASS CAP

ELEV=603.45

N=451194.8650 E=2597089.5330

0 20' 40'

SCALE: 1" = 20'-0"

N

PROPERTY LINE

FUEL FACILITY NOT

IN CONTRACT

LIMITS OF

CONSTRUCTION

INBOUND LANE CENTERLINE 1

OUTBOUND LANE CENTERLINE 2

NEW SECURITY FENCE

DRAINAGE CURB OPENING

OKLAHOMA AIR NATIONAL GUARD

INSTALLATION MONUMENT SIGN

TURNAROUND CURB ISLAND WITH GRASS

LIMITS OF CONSTRUCTION - RE: CS101

HGFEDCBA

M

AY

7,

- T

YP

E

B-

FI

N

AL

S

U

BM

IT

TA

L

- F

O R

C O

N

ST

R U

C

TI

O N

V:

\O

KA

N

G \C

IF

F ac ilit y\ D ra w in gs

\T yp e B2

\S he et \C

S4

.d w g

/2 8/

2:

P

M P lo tte d By

: r ey no rh

Pe n Ta bl e:

C yn te rg y.

ct b

O R

IG

IN

AL

S

EA

LE

D A

N D

S

IG

N

ED

D R

AW

IN

G S

AR

E

O N

F

IL

E

AT

T H

E O

FF

IC

E O

F

TH

E

BA

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 6/30/2022

1:1

101 TYPE B-3 FINAL SUBMITTAL 05/27/2021

PROJECT NUMBER: XHZG159052

N MINGO ROAD

E

6t h

S

TR

EE

T

N

KEY PLAN

NOT IN

CONTRACT

NOT IN

CONTRACT

BILLY

COX

23063LI

C

E N

S E

D

PROFESSIONAL

EN

G

IN

E

E R

OKL A HOMA

DRAWING NOTES:

1. REFER TO CS601 FOR COORDINATE CONTROL

CHARTS.

2. FOR CURB ALIGNMENT AND CURVE DATA REFER

TO SHEET CS602.

3. ALL FE-6 CHAIN-LINK SECURITY FENCE SHALL BE

7-FOOT HIGH WITH 3 STRAND BARBED WIRE.

4. REFER TO CS101 FOR BENCHMARK CONTROL.

5. FOR PAVEMENT MARKINGS AND TRAFFIC SIGNS

REFER TO CP401 .

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

X X X

X X X X X X X

XFMR

.5

8' O

PN

G

.3

3' O

PN

G

.8

1' O

PN

G

9'

18' 8' 24'

4' CURB

OPENING

CO

CO

CO

4' CURB

OPENING

4' CURB

OPENING

1.2 5'

BARRIE

R

FH

3.5' CURB

OPENING

1.

1.25'

10'

5'

PROPOSED

EMS SIREN

R80.00'

W

ALL

R63.00'

BEGIN WALL

END WALL

1.25'

BARRIER

2.50'

W

ALL

CENTERLINE OF

RETAINING WALL15'

4- REMOVABLE

BOLLARDS SPACED

AT 4' ON CENTER

GENERATOR

HOOK UP

3' CURB

OPENING

40'

EXISTING SIDEWALK

1.25'

1.

B

AR

RI

ER

GI

BIO RETENTION

AREA 2

SDMH

GI

SDJB

BIO RETENTION

AREA 1

PES GIBIO RETENTION

AREA 3

GI

R6 .2

5'

C41

C42

C43 C44

C45

C46

C47

C

C49

C50

C51

L24L25L26L27L28L29L30 L31

L32

L33

C59

C60

C61

C62

C63 C64

C65

C66

C72

C73

C74

C75

C

C7

C78

C79

C80 C81

C82

C83

C84

C

L49

L5

L5

L52

L4

L42

L43

L4

L45

L46

L47

L21

BEGIN CL

ALIGNMENT #3

BEGIN

TURNAROUND

ALIGNMENT #2

END CL

ALIGNMENT #3

END

TURNAROUND

ALIGNMENT #2

END

TURNAROUND

ALIGNMENT #1

COMM

PB

COMM

PB

COMM

PB

45 31

43 42 40

90 91

74 73

104105

106107

CO

CO

CO

LP

ELEC

PB

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

WITH BARRIER

CABLE

AS

PH

AL

T

ASPHALT

ASPHALT

ASPHALT

ASPHALT

MATCH LINE - RE: CS404

M

AT

C H

L

IN

E

- R

E:

C

S4

CS402

CS402.DWG

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

M

AY

7,

- T

YP

E

B-

FI

N

AL

S

U

BM

IT

TA

L

- F

O R

C O

N

ST

R U

C

TI

O N

V:

\O

KA

N

G \C

IF

F ac ilit y\ D ra w in gs

\T yp e B2

\S he et \C

S4

.d w g

/2 8/

2:

P

M P lo tte d By

: r ey no rh

Pe n Ta bl e:

C yn te rg y.

ct b

O R

IG

IN

AL

S

EA

LE

D A

N D

S

IG

N

ED

D R

AW

IN

G S

AR

E

O N

F

IL

E

AT

T H

E O

FF

IC

E O

F

TH

E

BA

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 6/30/2022

1:1

101 TYPE B-3 FINAL SUBMITTAL 05/27/2021

PROJECT NUMBER: XHZG159052

N MINGO ROAD

E

6t h

S

TR

EE

T

N

KEY PLAN

NOT IN

CONTRACT

NOT IN

CONTRACT

BILLY

COX

23063LI

C

E N

S E

D

PROFESSIONAL

EN

G

IN

E

E R

OKL A HOMA

KEY NOTES:

INBOUND LANE CENTERLINE 1

OUTBOUND LANE CENTERLINE 2

NEW SECURITY FENCE

DRAINAGE CURB OPENING

CONCRETE ISLAND WITH FLAG POLE

TURNAROUND CURB ISLAND WITH GRASS

LIMITS OF CONSTRUCTION - RE: CS101

POV LANE CENTERLINE 3

TURNAROUND CENTERLINE 1

AMERISTAR IMPASSE II FENCE AND GATES

TURNAROUND CENTERLINE 2

PASSIVE BARRIER

GUARD PERSONNEL PARKING

GATE HOUSE (10' x 30') - RE: A-101

GUARD BOOTH EQUIPMENT PART OF BASE BID

TRUCK INSPECTION CANOPY - RE: A-101

RETAINING WALL

CONCRETE PAD WITH 4 REMOVABLE BOLLARDS

FOR PORTABLE GENERATOR

TRANSFORMER PAD

DRAWING NOTES:

1. REFER TO CS601 FOR COORDINATE CONTROL

CHARTS.

2. FOR CURB ALIGNMENT AND CURVE DATA REFER

TO SHEET CS602.

3. ALL FE-6 CHAIN-LINK SECURITY FENCE SHALL BE

7-FOOT HIGH WITH 3 STRAND BARBED WIRE.

4. REFER TO CS101 FOR BENCHMARK CONTROL

5. FOR PAVEMENT MARKINGS AND TRAFFIC SIGNS

REFER TO CP402 .

PROPERTY LINE

PROPERTY LINE

CS412

X

X

AVB AVB

1.25'

BARRIER

END FENCE

CONNECT TO

EXISTING

1.25'

BAR

R

IER

R 2.75'

EXISTING SEWER

LIFT STATION

TO REMAIN

T=3'

8'

8'

8'

8.75'

8.

6'

1.25'

1.25' BARRIER

1.25'

BARRIER

20'

4' OPENING FOR

BARRIER & CURB

2' CURB

OPENING

2' CURB

OPENING

2' CURB

OPENING

2' CURB

OPENING

T=3'

C

C

L3

L3

L3

C

C

C56

C57

C58

C78

C80 C81

C82

L5

L5

L52

L3

L4

5.

133 134

123 140

148149

END

BARRIER

END

BARRIER

END

BARRIER

END CL

ALIGNMENT #1

206 BEGIN CL

ALIGNMENT #4

208BEGIN CL

ALIGNMENT #2

LP

LP

LP

LP

LP

LP

LP

LP

AS

PH

AL

T

ASPHALT

ASPHALT

MATCH LINE - RE: CS406

MATCH LINE - RE: CS402

CS404

CS404.DWG

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

M

AY

7,

- T

YP

E

B-

FI

N

AL

S

U

BM

IT

TA

L

- F

O R

C O

N

ST

R U

C

TI

O N

V:

\O

KA

N

G \C

IF

F ac ilit y\ D ra w in gs

\T yp e B2

\S he et \C

S4

.d w g

/2 8/

2:

P

M P lo tte d By

: r ey no rh

Pe n Ta bl e:

C yn te rg y.

ct b

O R

IG

IN

AL

S

EA

LE

D A

N D

S

IG

N

ED

D R

AW

IN

G S

AR

E

O N

F

IL

E

AT

T H

E O

FF

IC

E O

F

TH

E

BA

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 6/30/2022

1:1

101 TYPE B-3 FINAL SUBMITTAL 05/27/2021

PROJECT NUMBER: XHZG159052

N MINGO ROAD

E

6t h

S

TR

EE

T

N

KEY PLAN

NOT IN

CONTRACT

NOT IN

CONTRACT

BILLY

COX

23063LI

C

E N

S E

D

PROFESSIONAL

EN

G

IN

E

E R

OKL A HOMA

KEY NOTES:

INBOUND LANE CENTERLINE 1

OUTBOUND LANE CENTERLINE 2

NEW SECURITY FENCE

DRAINAGE CURB OPENING

AVB K12 CRASH RATED SECURITY BARRIER

OVERWATCH VEHICLE POSITION

LIMITS OF CONSTRUCTION - RE: CS101

VIPER LANE CENTERLINE 4

OVERWATCH POSITION PAD & STUB UP

HYBRID BEACON SAFETY TRAFFIC SIGNAL POLE

AVB HYDRAULIC CONTROLLER ON CONCRETE PAD

PASSIVE BARRIER

AVB LOOP DETECTORS

5' WIDE SIDEWALK AND ACCESSIBLE RAMP

DRAWING NOTES:

1. REFER TO CS601 FOR COORDINATE CONTROL

CHARTS.

2. FOR CURB ALIGNMENT AND CURVE DATA REFER

TO SHEET CS602.

3. ALL FE-6 CHAIN-LINK SECURITY FENCE SHALL BE

7-FOOT HIGH WITH 3 STRAND BARBED WIRE.

4. REFER TO CS101 FOR BENCHMARK CONTROL

5. FOR PAVEMENT MARKINGS AND TRAFFIC SIGNS

REFER TO CP404 .

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

PP

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

PP

O

E O

E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

D S

D S

D S

D S

D S

D S

D S

D S

2' CURB

OPENING

T=3'

END WORK

EXISTING

DRIVEWAY

CONCRETE

T=3'

207 END CL

ALIGNMENT #4

C

C

L3

AS

PH

AL

T

MATCH LINE - RE: CS404

CS406

CS406.DWG

SITE PLAN - BLOCK 6

0 20' 40'

SCALE: 1" = 20'-0"

N

LIMITS OF

CONSTRUCTION

PROPERTY

LINE

PROPERTY

LINE

LIMITS OF

CONSTRUCTION

VI

PE

R S

TR

EE

T

NOT IN

CONTRACT

STAGING

AREA

NOT IN

CONTRACT

HGFEDCBA

M

AY

7,

- T

YP

E

B-

FI

N

AL

S

U

BM

IT

TA

L

- F

O R

C O

N

ST

R U

C

TI

O N

V:

\O

KA

N

G \C

IF

F ac ilit y\ D ra w in gs

\T yp e B2

\S he et \C

S4

.d w g

/2 8/

2:

P

M P lo tte d By

: r ey no rh

Pe n Ta bl e:

C yn te rg y.

ct b

O R

IG

IN

AL

S

EA

LE

D A

N D

S

IG

N

ED

D R

AW

IN

G S

AR

E

O N

F

IL

E

AT

T H

E O

FF

IC

E O

F

TH

E

BA

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 6/30/2022

1:1

101 TYPE B-3 FINAL SUBMITTAL 05/27/2021

PROJECT NUMBER: XHZG159052

N MINGO ROAD

E

6t h

S

TR

EE

T

N

KEY PLAN

NOT IN

CONTRACT

NOT IN

CONTRACT

BILLY

COX

23063LI

C

E N

S E

D

PROFESSIONAL

EN

G

IN

E

E R

OKL A HOMA

KEY NOTES:

VIPER LANE CENTERLINE 4

MEET AND MATCH EXISTING PAVEMENT FLUSH.

CUT BACK ROAD EDGE 6" TO MAKE A CLEAN

EDGE BEFORE TIE IN

EXISTING SECURITY FENCE AND GATE

DRAINAGE CURB OPENING4

DRAWING NOTES:

1. REFER TO CS601 FOR COORDINATE CONTROL

CHARTS.

2. FOR CURB ALIGNMENT AND CURVE DATA REFER TO

SHEET CS602.

3. ALL FE-6 CHAIN-LINK SECURITY FENCE SHALL BE

7-FOOT HIGH WITH 3 STRAND BARBED WIRE.

4. REFER TO CS101 FOR BENCHMARK CONTROL

5. FOR PAVEMENT MARKINGS AND TRAFFIC SIGNS

REFER TO CP406 .

VI

PE

R S

TR

EE

T

X

X X

X X

X X

X X

X

CONTACT SENSOR ON

THE LEADING EDGE OF

GATE AS IT TRAVELS

TOWARD THE COLUMN

CL GATE FRAME AND

TRACK ALIGNMENT

CL GATE FRAME AND

TRACK ALIGNMENT

OBSTRUCTION LOOPS

(6'x8') CENTERED IN

DRIVE AISLE & 4' EACH

SIDE OF GATE PANEL

OBSTRUCTION LOOPS

(6'x8') CENTERED IN

DRIVE AISLE & 4' EACH

SIDE OF GATE PANEL

OBSTRUCTION

LOOPS

(4'x6') CENTERED

IN DRIVE AISLE &

4' EACH SIDE OF

GATE PANEL

PHOTO EYE

SPANNING

ENTIRE LENGTH

OF GATE PANEL

PHOTO EYE

SPANNING

ENTIRE LENGTH

OF GATE PANEL

PHOTO EYE

SPANNING

ENTIRE LENGTH

OF GATE PANEL CONTACT SENSOR ON

THE LEADING EDGE OF

GATE AS IT TRAVELS

TOWARD THE COLUMN

1 1 1

2 2

44 4 4 4 4 4 4

34.67' 9.33' 16.33' 34.67'

76.65'

16.16'

OPENING

10.33'

OPENING

16.50'

OPENING

19.16' 13.00' 18.83'

CL GATE FRAME

AND TRACK

ALIGNMENT

7 7

INBOUND

TRUCK LANE

INBOUND

POV LANE

OUTBOUND

LANE

INBOUND

TRUCK LANE

INBOUND

POV LANE

OUTBOUND

LANE

10 10

CS412

CS412.DWG

ENTRANCE GATE PLAN

SCALE: 1" = 5'-0"

N

HGFEDCBA

M

AY

7,

- T

YP

E

B-

FI

N

AL

S

U

BM

IT

TA

L

- F

O R

C O

N

ST

R U

C

TI

O N

V:

\O

KA

N

G \C

IF

F ac ilit y\ D ra w in gs

\T yp e B2

\S he et \C

S4

.d w g

/2 8/

2:

P

M P lo tte d By

: r ey no rh

Pe n Ta bl e:

C yn te rg y.

ct b

O R

IG

IN

AL

S

EA

LE

D A

N D

S

IG

N

ED

D R

AW

IN

G S

AR

E

O N

F

IL

E

AT

T H

E O

FF

IC

E O

F

TH

E

BA

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 6/30/2022

1:1

101 TYPE B-3 FINAL SUBMITTAL 05/27/2021

PROJECT NUMBER: XHZG159052

N MINGO ROAD

E

6t h

S

TR

EE

T

N

KEY PLAN

NOT IN

CONTRACT

NOT IN

CONTRACT

BILLY

COX

23063LI

C

E N

S E

D

PROFESSIONAL

EN

G

IN

E

E R

OKL A HOMA

0 5' 10'

KEY NOTES:

1 AMERISTAR TRANSPORT IS - GAUNTLET - HIGH

SECURITY CANTILEVER SLIDE GATE

BLACK) RE: UFC-722

2 AMERISTAR IMPASSE II - GAUNTLET - HIGH

SECURITY STEEL PALISADE FENCE

(BLACK) RE: UFC-721

3 GATE CONTROLLER

4 CONCRETE PILASTER RE: STRUCTURAL

5 FUTURE FLAG POLE

FUTURE LIGHTING FOR FLAG

PASSIVE BARRIER (TYP.)

LIGHT POLES (TYP.) RE: ELECTRICAL

SIGNS (TYP.) RE: CP50210

CENTERLINE OF RETAINING WALL

HGFEDCBA

M

AY

7,

- T

YP

E

B-

FI

N

AL

S

U

BM

IT

TA

L

- F

O R

C O

N

ST

R U

C

TI

O N

V:

\O

KA

N

G \C

IF

F ac ilit y\ D ra w in gs

\T yp e B2

\S he et \C

S5

.d w g

/2 8/

2:

P

M P lo tte d By

: r ey no rh

Pe n Ta bl e:

C yn te rg y.

ct b

O R

IG

IN

AL

S

EA

LE

D A

N D

S

IG

N

ED

D R

AW

IN

G S

AR

E

O N

F

IL

E

AT

T H

E O

FF

IC

E O

F

TH

E

BA

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 6/30/2022

1:1

101 TYPE B-3 FINAL SUBMITTAL 05/27/2021

PROJECT NUMBER: XHZG159052

CS501

CS501.DWG

HD300 WEDGE BARRIER

DETAILS

FOR REFERENCE ONLY

RE: DELTA SCIENTIFIC CORP

16" MIN. DIA.

CONCRETE BASE

CORNER, END, OR PULL POST

TOP TENSION WIRE

BRACE RAIL

LINE POST

(9 GAUGE, 2" MESH)

BOTTOM OF FABRIC

BARBED-WIRE APRON

ON EXTENSION ARMS

TIE WIRES OR

HOG RINGS (TYP.)

LINE POST

TENSION

WIRE

HOG RINGS (TYP.)

10" MIN. DIA.

CHAIN-LINK FABRIC

TRUSS ROD

(3/8" MIN. DIA.)

TIE WIRES OR

CLIPS (TYP.)

CONCRETE BASE

TRUSS ROD

( 3/8" MIN. DIA. )

5% MIN.

STEEL POST SCHEDULE

USE AND SECTION

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

FABRIC WIDTH 84"

CORNER, END, PULL &

PERSONNEL GATE POSTS

TUBULAR - ROUND

LINE POSTS AND GATE FRAME

TUBULAR - ROUND

BRACE RAILS

TUBULAR - ROUND

2.875" O.D.

2.375" O.D.

1.66" O.D.

NOTES:

1. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF

THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE

RAMP AREA.

2. UNLESS SPECIFICALLY SHOWN OR SPECIFIED, ALL FE6 FENCE SHALL HAVE A CONCRETE

MOW STRIP CENTERED ON FENCE IN UNPAVED AREAS.

FENCE LEGEND:

TYPE FE6 - CHAIN-LINK FENCE W / BARBED-WIRE ON SINGLE OUTRIGGER

TWB - TENSION WIRE TOP AND BOTTOM

TIE WIRE (15" O.C. MAXIMUM

AND WITHIN 4" FROM BOTTOM

OF FABRIC)

TENSION BAR

CARRIAGE BOLT

FABRIC

TENSION BAR TO

ENGAGE EACH

FABRIC LINK

9-GAGE TIE WIRES

(12" O.C. MAX.)

TENSION BAND

(15" O.C. MAX. AND WITHIN 4"

FROM BOTTOM OF FABRIC)

TENSION WIRE

TENSION BAND

TRUSS ROD (3/8" MIN. DIA.)

C501 SCALE: NOT TO SCALE

CHAIN-LINK SECURITY FENCE DETAIL (FE-6)

10'-0" MAXIMUM

3' -4

" M

IN

6" 3' -5

" M

IN

6"

10'-0" MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

7' -0

" M

AX

IM

U

M

" F

AB

R

IC

W

ID

TH

2"

6"

FINISH GRADE

6" CONCRETE MOW STRIP (OPTION#4)

WHERE NOTED ON SITE PLAN.

RE: CS101, CS401-406 FOR PLAN VIEW

5" ( 127 MM ) MIN. IN GROUND

C501 SCALE: NOT TO SCALE

1' -0

( 0 .3

M

CONCRETE MOW STRIP - OPTION#4

VARIES - REFER TO SITE PLAN

CHAIN-LINK FABRIC SHALL HAVE

BARBED END (TWISTED) BOTH

TOP AND BOTTOM

16" DIA.

6"3' -4

" M

IN

4'-0" GATE OPENING

GATE LEAF

3 STRANDS OF

BARBED WIRE

VERTICAL BARBED

WIRE APRON

SINGLE OUTRIGGER

TO UNSECURE SIDE

GATE POST

2.875" O.D.7'

-0 " M

AX

IM

U M

" F

AB

R

IC

W

ID

TH

CHAIN-LINK FABRIC FOR GATES

SHALL HAVE BARBED END ON

TOP AND KNUCKLES ON BOTTOM

HEAVY DUTY ROUND POST

HINGE AS MANUFACTURED

BY TRU-CLOSE OR APPROVED

EQUAL.

TENSION WIRE

6" CONCRETE MOW STRIP

WHERE NOTED ON SITE PLAN.

RE: 3 / C501 FOR PLAN VIEW

FINISH GRADE

NON-SECURE SIDE ELEVATION

GUARD LATCH PROTECTOR (SILVER)

MOUNTING PLATE

16 GAUGE STEEL ( SILVER )

DETEX EXIT BAR - MODEL D6004

OR APPROVED EQUAL

MECHANICAL COMBINATION LOCK

FOR DETEX BAR ( BRUSH CHROME )

MODEL D-6300 OR APPROVED EQUAL

EXTRA HEAVY DUTY DOOR PULL

MODEL 1WAF6, AS MANUFACTURED

BY BATTALION OR APPROVED EQUAL

C501 SCALE: NOT TO SCALE

CHAIN-LINK SECURITY PERSONNEL GATE

BRACE RAIL (TYP.)

GATE CLOSER AS MANUF.

BY LOCINOX MODEL TITAN500

OR APPROVED EQUAL

C501 SCALE: NOT TO SCALE

TRUSS ROD AND BAND

BRACE RAIL CLAMP DETAILS

C501 SCALE: NOT TO SCALE

FASTENING DETAILS

END OR GATE POST DETAIL

TENSION BAND DETAIL

FABRIC

BRACE RAIL ATTACHMENT

FABRIC

LINE POST ATTACHMENTS

W

ID

TH

6" ( 3500 PSI ) CONCRETE ( TYP.)

2"

1' -0

2"

1' -0

HGFEDCBA

M

AY

7,

- T

YP

E

B-

FI

N

AL

S

U

BM

IT

TA

L

- F

O R

C O

N

ST

R U

C

TI

O N

V:

\O

KA

N

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IF

F ac ilit y\ D ra w in gs

\T yp e B2

\S he et \C

S5

.d w g

/2 8/

2:

P

M P lo tte d By

: r ey no rh

Pe n Ta bl e:

C yn te rg y.

ct b

O R

IG

IN

AL

S

EA

LE

D A

N D

S

IG

N

ED

D R

AW

IN

G S

AR

E

O N

F

IL

E

AT

T H

E O

FF

IC

E O

F

TH

E

BA

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 6/30/2022

1:1

101 TYPE B-3 FINAL SUBMITTAL 05/27/2021

PROJECT NUMBER: XHZG159052

BILLY

COX

23063LI

C

E N

S E

D

PROFESSIONAL

EN

G

IN

E

E R

OKL A HOMA

CS502

CS502.DWG

FE-6 FENCE DETAILS

SCALE:

REMOVABLE BOLLARD

NOT TO SCALEG4

4' -6

1/ 2"

2"

M

IN

4" M

IN

1/2" REFLECTIVE TAPE (TYP.)

1/2" REFLECTIVE TAPE (TYP.)

STEEL CAP PLATE

1/8

STEEL PIPE - ASTM A 53, NPS 3

(3" NOM.), SCHEDULE 80

1/8

1/4" x 1 1/2" x 2" STEEL PLATE

WITH ROUNDED CORNERS

AND 3/4" CENTERED HOLE

2" 1'

-8

3' -0

1" M

IN

1' -6

0'

-6

CHAIN

POST

BASE ASSEMBLY

FINISHED GRADE

CONCRETE FOOTING ~

COMMERCIAL CONCRETE (3500 PSI)

1/8

PIPE DRAIN

~ 3/4" I.D. 7" LONG

GRANULAR, FREE

DRAINING MATERIAL

SEAL WELD

FOR REFERENCE ONLY

RE: UFC_4_022_03_2013

UFC-705: Concrete Filled Bollard

HGFEDCBA

M

AY

7,

- T

YP

E

B-

FI

N

AL

S

U

BM

IT

TA

L

- F

O R

C O

N

ST

R U

C

TI

O N

V:

\O

KA

N

G \C

IF

F ac ilit y\ D ra w in gs

\T yp e B2

\S he et \C

S5

.d w g

/2 8/

2:

P

M P lo tte d By

: r ey no rh

Pe n Ta bl e:

C yn te rg y.

ct b

O R

IG

IN

AL

S

EA

LE

D A

N D

S

IG

N

ED

D R

AW

IN

G S

AR

E

O N

F

IL

E

AT

T H

E O

FF

IC

E O

F

TH

E

BA

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 6/30/2022

1:1

101 TYPE B-3 FINAL SUBMITTAL 05/27/2021

PROJECT NUMBER: XHZG159052

BILLY

COX

23063LI

C

E N

S E

D

PROFESSIONAL

EN

G

IN

E

E R

OKL A HOMA

CS503

CS503.DWG

DETAILS

CONCRETE FOOTING ~

COMMERCIAL CONCRETE (3500 PSI)

FOR REFERENCE ONLY

RE:GIBRALTAR CABLE BARRIER

SYSTEMS

HGFEDCBA

M

AY

7,

- T

YP

E

B-

FI

N

AL

S

U

BM

IT

TA

L

- F

O R

C O

N

ST

R U

C

TI

O N

V:

\O

KA

N

G \C

IF

F ac ilit y\ D ra w in gs

\T yp e B2

\S he et \C

S5

.d w g

/2 8/

2:

P

M P lo tte d By

: r ey no rh

Pe n Ta bl e:

C yn te rg y.

ct b

O R

IG

IN

AL

S

EA

LE

D A

N D

S

IG

N

ED

D R

AW

IN

G S

AR

E

O N

F

IL

E

AT

T H

E O

FF

IC

E O

F

TH

E

BA

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 6/30/2022

1:1

101 TYPE B-3 FINAL SUBMITTAL 05/27/2021

PROJECT NUMBER: XHZG159052

CS504

CS504.DWG

TL-3 CABLE BARRIER DETAILS

HGFEDCBA

M

AY

7,

- T

YP

E

B-

FI

N

AL

S

U

BM

IT

TA

L

- F

O R

C O

N

ST

R U

C

TI

O N

V:

\O

KA

N

G \C

IF

F ac ilit y\ D ra w in gs

\T yp e B2

\S he et \C

S5

.d w g

/2 8/

2:

P

M P lo tte d By

: r ey no rh

Pe n Ta bl e:

C yn te rg y.

ct b

O R

IG

IN

AL

S

EA

LE

D A

N D

S

IG

N

ED

D R

AW

IN

G S

AR

E

O N

F

IL

E

AT

T H

E O

FF

IC

E O

F

TH

E

BA

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 6/30/2022

1:1

101 TYPE B-3 FINAL SUBMITTAL 05/27/2021

PROJECT NUMBER: XHZG159052

CS505

CS505.DWG

STOP CONTROL AVB SAFETY

SCHEME

FOR REFERENCE ONLY

RE: SDDCTEA_PAMPHLET_55-15

GRAPHIC SCALES

C4 C1C4

TYPICAL PLAN OF END POST DEADMAN AND LINE POST LAYOUT C1

TYPICAL ELEVATION OF END POST DEADMAN AND LINE POST LAYOUT A1

A1

REINFORCING NOTESLAYOUT OF REINFORCING

MODIFICATIONS TO TYPICAL DESIGN

HGFEDCBA

M

AY

7,

- T

YP

E

B-

FI

N

AL

S

U

BM

IT

TA

L

- F

O R

C O

N

ST

R U

C

TI

O N

V:

\O

KA

N

G \C

IF

F ac ilit y\ D ra w in gs

\T yp e B2

\S he et \C

S5

.d w g

/2 8/

2:

P

M P lo tte d By

: r ey no rh

Pe n Ta bl e:

C yn te rg y.

ct b

O R

IG

IN

AL

S

EA

LE

D A

N D

S

IG

N

ED

D R

AW

IN

G S

AR

E

O N

F

IL

E

AT

T H

E O

FF

IC

E O

F

TH

E

BA

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 6/30/2022

1:1

101 TYPE B-3 FINAL SUBMITTAL 05/27/2021

PROJECT NUMBER: XHZG159052

CS506

CS506.DWG

TYPICAL CABLE REINFORCED

CHAIN LINK

UFC-710

ELEVATION - TYP CABLE REINFORCING DOUBLE FOR SWING GATE A1

ELEVATION - TYPICAL CABLE REINFORCING CANTILEVER SLIDE GATE B1

B1* A1 B1*

ELEVATION - TYP CABLE REINF SINGLE SWING GATEA3

PLAN VIEW (GATE OPEN)

B5

A5B1

B4

GATE SECTION B5

C1PLAN VIEW (GATE CLOSED)

HGFEDCBA

M

AY

7,

- T

YP

E

B-

FI

N

AL

S

U

BM

IT

TA

L

- F

O R

C O

N

ST

R U

C

TI

O N

V:

\O

KA

N

G \C

IF

F ac ilit y\ D ra w in gs

\T yp e B2

\S he et \C

S5

.d w g

/2 8/

2:

P

M P lo tte d By

: r ey no rh

Pe n Ta bl e:

C yn te rg y.

ct b

O R

IG

IN

AL

S

EA

LE

D A

N D

S

IG

N

ED

D R

AW

IN

G S

AR

E

O N

F

IL

E

AT

T H

E O

FF

IC

E O

F

TH

E

BA

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 6/30/2022

1:1

101 TYPE B-3 FINAL SUBMITTAL 05/27/2021

PROJECT NUMBER: XHZG159052

CS507

CS507.DWG

TYPICAL CABLE REINF CHAIN LINK

FENCE-DEADMAN AND LINE POST

UFC-711

ELEVATION - TYP CABLE REINFORCING DOUBLE FOR SWING GATE A1

ELEVATION - TYPICAL CABLE REINFORCING CANTILEVER SLIDE GATE B1

B1* A1 B1*

ELEVATION - TYP CABLE REINF SINGLE SWING GATEA3

PLAN VIEW (GATE OPEN)

B5

A5B1

B4

GATE SECTION B5

C1PLAN VIEW (GATE CLOSED)

HGFEDCBA

M

AY

7,

- T

YP

E

B-

FI

N

AL

S

U

BM

IT

TA

L

- F

O R

C O

N

ST

R U

C

TI

O N

V:

\O

KA

N

G \C

IF

F ac ilit y\ D ra w in gs

\T yp e B2

\S he et \C

S5

.d w g

/2 8/

2:

P

M P lo tte d By

: r ey no rh

Pe n Ta bl e:

C yn te rg y.

ct b

O R

IG

IN

AL

S

EA

LE

D A

N D

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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 6/30/2022

1:1

101 TYPE B-3 FINAL SUBMITTAL 05/27/2021

PROJECT NUMBER: XHZG159052

CS508

CS508.DWG

TYPICAL CABLE REINFORCED

CHAIN LINK FENCE - GATES

UFC-712

FENCE U-BOLT DETAIL

LINE POST DETAIL (CLF ONLY)

D1

PLAN D1

CABLE ANCHORAGE DETAIL @ PULL & ANCHOR POST W/ OVERLAPPING CABLESC2

TYPICAL TURNBACK AND CLAMP DETAIL B1

CABLE ANCHORAGE DETAIL @ PULL & ANCHOR POSTC4

A1

C1

CLAMP DETAIL B2 DEADMAN ANCHOR ROD B3

HGFEDCBA

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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 6/30/2022

1:1

101 TYPE B-3 FINAL SUBMITTAL 05/27/2021

PROJECT NUMBER: XHZG159052

CS509

CS509.DWG

CABLE REINFORCING DETAILS

UFC-713

GATE POST DETAIL B1

B2

DOUBLE GATE LEAF LOCK DETAIL A1 SECTION A3 LOCK BAR DETAIL A5

PERSONNEL GATE POST DETAIL (TYP.)

D4

PERSONNEL GATE POST SECTION D4

B4

A3

LOCK PLATE A4

GATE POST DETAIL D1

D2

LOCKING BAR TAB PLATE DETAIL A2

ALTERNATIVE CABLE LASHING - ORNAMENTAL SHOWN (CLF SIMILAR)D2

SECTION B2

HGFEDCBA

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IN

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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 6/30/2022

1:1

101 TYPE B-3 FINAL SUBMITTAL 05/27/2021

PROJECT NUMBER: XHZG159052

CS510

CS510.DWG

CABLE REINFORCING DETAILS

(CONT'D)

UFC-714

HORIZONTAL CONTROL

SHEET CS401

HORIZONTAL CONTROL

SHEET CS402

HORIZONTAL CONTROL

SHEET CS404

HORIZONTAL CONTROL

SHEET CS406

COORDINATES

No.

NORTHING

450,816.81

450,970.72

450,853.26

450,861.24

450,918.96

450,900.94

450,893.68

450,885.11

450,832.30

450,831.36

450,775.29

450,772.62

450,823.65

450,786.69

EASTING

2,597,071.05

2,597,067.50

2,597,047.66

2,597,050.82

2,597,048.46

2,597,024.48

2,597,009.23

2,596,994.58

2,596,941.49

2,597,000.58

2,596,999.39

2,597,000.40

2,596,933.23

2,596,919.42

COORDINATES

No.

NORTHING

450,747.88

450,744.03

450,852.69

450,852.72

450,721.33

450,776.37

450,773.38

450,775.29

450,726.70

450,851.47

450,776.00

450,776.78

450,835.21

EASTING

2,597,015.67

2,596,906.56

2,596,963.80

2,596,952.62

2,596,934.37

2,596,952.98

2,596,944.51

2,596,961.90

2,596,983.12

2,597,018.10

2,596,872.05

2,596,907.37

2,596,906.08

COORDINATES

No.

NORTHING

450,644.70

450,597.98

450,577.12

450,578.72

450,595.55

450,628.83

450,651.38

450,649.93

450,546.80

450,557.92

450,537.90

450,501.57

450,457.86

450,437.89

450,405.07

450,378.48

450,399.81

450,386.60

450,369.60

450,398.24

450,376.29

450,359.39

450,372.19

450,369.88

450,349.34

450,335.78

450,320.22

EASTING

2,596,906.25

2,596,923.79

2,596,924.06

2,596,996.15

2,596,999.77

2,597,011.69

2,597,023.94

2,597,022.96

2,596,996.56

2,596,924.42

2,596,923.99

2,597,016.20

2,596,925.76

2,596,927.01

2,596,927.73

2,596,927.89

2,597,035.60

2,597,025.73

2,597,038.64

2,597,038.00

2,597,013.99

2,596,990.34

2,596,965.14

2,596,967.07

2,596,979.88

2,596,972.40

2,596,966.75

COORDINATES

No.

NORTHING

450,332.14

450,332.98

450,336.21

450,314.81

450,280.66

450,273.25

450,269.41

450,242.91

450,317.65

450,269.24

450,242.35

450,279.96

450,344.24

450,372.76

450,384.78

450,395.11

450,492.73

450,463.37

450,304.43

450,512.67

450,459.68

450,465.45

450,530.79

450,641.04

450,609.27

450,574.96

450,578.20

EASTING

2,596,943.12

2,596,940.22

2,596,916.16

2,596,897.64

2,596,894.87

2,596,871.10

2,596,863.92

2,596,864.66

2,596,865.29

2,596,855.75

2,596,842.14

2,596,838.15

2,596,859.94

2,596,832.44

2,596,850.26

2,596,887.13

2,596,843.17

2,596,835.07

2,596,814.53

2,596,959.62

2,596,960.82

2,596,928.10

2,596,942.65

2,596,875.06

2,596,886.42

2,596,887.19

2,597,033.14

COORDINATES

No.

NORTHING

450,592.75

450,614.41

450,616.23

450,616.81

450,615.07

450,591.82

450,562.99

450,562.43

450,513.00

450,512.46

450,411.00

450,499.93

450,546.86

450,571.35

450,516.74

450,484.75

450,459.28

450,245.98

450,245.49

450,205.51

450,289.00

450,271.31

450,639.99

450,431.33

450,342.78

450,385.64

450,644.09

EASTING

2,596,962.39

2,596,958.93

2,596,964.91

2,596,977.10

2,596,983.11

2,596,979.91

2,596,973.94

2,596,948.95

2,596,975.05

2,596,950.06

2,597,043.76

2,597,021.44

2,596,999.05

2,596,998.47

2,597,067.06

2,597,067.78

2,597,052.85

2,597,057.05

2,597,032.05

2,597,032.84

2,596,911.33

2,596,859.27

2,596,931.45

2,596,936.89

2,596,935.24

2,597,006.92

2,597,007.78

COORDINATES

No.

NORTHING

450,200.79

450,336.76

450,361.80

450,362.07

450,424.52

450,416.08

450,419.18

450,471.40

450,476.57

450,463.85

450,462.23

450,489.23

450,458.48

450,485.27

450,454.56

450,481.56

EASTING

2,596,785.49

2,596,763.97

2,596,787.32

2,596,787.40

2,596,765.07

2,596,801.00

2,596,801.43

2,596,771.89

2,596,773.65

2,596,717.14

2,596,609.80

2,596,609.39

2,596,556.40

2,596,553.03

2,596,502.11

2,596,501.59

COORDINATES

No.

NORTHING

450,473.88

450,490.24

450,463.27

450,491.57

450,462.16

450,478.17

450,477.00

450,489.29

450,462.29

450,483.15

450,456.25

450,427.78

450,484.41

450,476.66

450,469.48

EASTING

2,596,773.07

2,596,678.01

2,596,678.53

2,596,681.97

2,596,687.94

2,596,771.48

2,596,693.78

2,596,613.42

2,596,613.80

2,596,532.75

2,596,535.00

2,596,801.84

2,596,689.12

2,596,671.36

2,596,689.40

COORDINATES

No.

NORTHING

450,456.06

450,454.16

450,479.74

450,453.58

450,466.61

EASTING

2,596,502.08

2,596,454.85

2,596,407.15

2,596,386.76

2,596,388.01

HGFEDCBA

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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 6/30/2022

1:1

101 TYPE B-3 FINAL SUBMITTAL 05/27/2021

PROJECT NUMBER: XHZG159052

BILLY

COX

23063LI

C

E N

S E

D

PROFESSIONAL

EN

G

IN

E

E R

OKL A HOMA

CS601

CS601.DWG

HORIZONTROL CONTROL DATA

CENTERLINE ALIGNMENT #1

LINE TABLE

LINE #

L1

L2

L3

L4

L5

L6

L7

LENGTH

12.97'

5.88'

54.65'

12.96'

227.61'

39.32'

153.81'

DIRECTION

S70° 27' 49.33"W

S64° 32' 09.85"W

S43° 43' 38.42"W

S43° 43' 39.72"W

S01° 16' 20.75"E

N56° 00' 00.00"E

S89° 08' 16.10"W

CURVE TABLE

CURVE #

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

LENGTH

11.60'

9.31'

32.69'

32.45'

52.35'

92.96'

61.41'

84.03'

42.26'

101.24'

132.01'

RADIUS

44.50'

90.00'

90.00'

40.00'

76.65'

71.95'

100.00'

80.99'

51.00'

51.00'

51.50'

DELTA

14°56'04"

5°55'39"

20°48'31"

46°29'07"

39°07'54"

74°01'08"

35°11'14"

59°26'50"

47°28'40"

113°44'18"

146°51'44"

CHORD DIRECTION

S62° 59' 47.08"W

S67° 29' 59.59"W

S54° 07' 54.14"W

S20° 29' 06.43"W

S16° 48' 30.23"W

S00° 32' 59.46"W

S18° 51' 57.53"E

S41° 14' 38.48"W

N85° 16' 46.42"W

N00° 52' 09.18"W

N17° 25' 51.95"W

CHORD LENGTH

11.57'

9.31'

32.51'

31.57'

51.34'

86.63'

60.45'

80.32'

41.06'

85.42'

98.72'

CENTERLINE ALIGNMENT #2

LINE TABLE

LINE #

L8

L9

L10

L11

L12

L13

LENGTH

59.05'

68.02'

15.98'

16.50'

45.84'

5.16'

DIRECTION

N88° 54' 20.47"E

S16° 54' 20.47"W

N88° 54' 20.47"E

N58° 45' 34.98"E

N00° 16' 39.85"W

N76° 11' 22.35"E

CURVE TABLE

CURVE #

C12

C13

C14

C15

C16

C17

C18

C19

C20

C21

C22

C23

C24

C25

LENGTH

85.77'

141.37'

130.95'

58.47'

5.07'

24.14'

98.51'

35.18'

32.24'

55.49'

122.28'

47.10'

94.89'

19.43'

RADIUS

45.50'

75.00'

100.00'

89.59'

64.34'

51.18'

68.89'

84.09'

70.00'

70.00'

70.85'

60.46'

68.50'

46.92'

DELTA

108°00'00"

108°00'00"

75°01'44"

37°23'44"

4°30'57"

27°01'03"

81°55'36"

23°58'26"

26°23'29"

45°25'15"

98°53'30"

44°37'50"

79°22'03"

23°43'26"

CHORD DIRECTION

S37° 05' 39.53"E

S37° 05' 39.53"E

N51° 23' 28.66"E

N32° 34' 28.72"E

N62° 04' 56.29"E

N52° 48' 56.25"E

N05° 55' 39.28"W

N38° 39' 22.12"W

N13° 28' 24.53"W

N22° 25' 57.53"E

N04° 18' 09.87"W

N31° 56' 51.33"W

N36° 30' 20.84"E

S89° 16' 02.24"E

CHORD LENGTH

73.62'

121.35'

121.79'

57.44'

5.07'

23.91'

90.33'

34.93'

31.96'

54.05'

107.66'

45.92'

87.48'

19.29'

CENTERLINE ALIGNMENT #3

LINE TABLE

LINE #

L14

L15

L16

L22

LENGTH

32.65'

25.31'

71.15'

65.75'

DIRECTION

S01° 16' 56.84"E

S04° 07' 10.46"E

S01° 16' 56.84"E

S16° 29' 51.34"W

CURVE TABLE

CURVE #

C26

C27

C28

C29

C30

C31

LENGTH

68.79'

28.02'

28.81'

4.70'

5.20'

42.51'

RADIUS

67.45'

50.00'

63.80'

95.00'

105.00'

137.00'

DELTA

58°25'59"

32°06'49"

25°52'39"

2°50'14"

2°50'14"

17°46'48"

CHORD DIRECTION

S28° 48' 03.65"E

S41° 57' 38.37"E

S12° 57' 54.45"E

S02° 42' 03.65"E

S02° 42' 03.65"E

S07° 36' 27.25"W

CHORD LENGTH

65.84'

27.66'

28.57'

4.70'

5.20'

42.34'

CENTERLINE ALIGNMENT #4

LINE TABLE

LINE #

L17

L18

LENGTH

61.77'

113.85'

DIRECTION

S89° 08' 16.10"W

S89° 16' 02.67"W

CURVE TABLE

CURVE #

C32

C33

LENGTH

55.04'

53.03'

RADIUS

500.00'

500.00'

DELTA

6°18'26"

6°04'36"

CHORD DIRECTION

S85° 59' 03.21"W

S85° 52' 08.32"W

CHORD LENGTH

55.01'

53.00'

TURNAROUND CENTERLINE

ALIGNMENT #2

CURVE TABLE

CURVE #

C35

LENGTH

99.89'

RADIUS

49.43'

DELTA

115°47'06"

CHORD DIRECTION

S57° 00' 10.45"E

CHORD LENGTH

83.74'

TURNAROUND CENTERLINE

ALIGNMENT #1

CURVE TABLE

CURVE #

C34

LENGTH

77.14'

RADIUS

67.45'

DELTA

65°31'41"

CHORD DIRECTION

N89° 13' 06.30"E

CHORD LENGTH

73.00'

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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 6/30/2022

1:1

101 TYPE B-3 FINAL SUBMITTAL 05/27/2021

PROJECT NUMBER: XHZG159052

BILLY

COX

23063LI

C

E N

S E

D

PROFESSIONAL

EN

G

IN

E

E R

OKL A HOMA

CS602

CS602.DWG

CENTERLINE ALIGNMENT DATA

LINE TABLE

LINE #

L19

L20

L21

LENGTH

16.89'

67.34'

20.87'

DIRECTION

S64° 32' 09.85"W

S43° 43' 39.83"W

S00° 45' 18.20"E

CURVE TABLE

CURVE #

C36

C37

C38

C39

C40

C41

C42

C43

LENGTH

56.47'

30.20'

36.59'

40.57'

45.43'

84.38'

22.34'

50.52'

RADIUS

75.24'

75.13'

100.00'

50.00'

66.65'

81.95'

81.95'

92.64'

DELTA

43°00'05"

23°01'48"

20°57'59"

46°29'07"

39°02'56"

58°59'27"

15°36'55"

31°14'34"

CHORD DIRECTION

S20° 12' 23.02"W

S53° 03' 10.30"W

S54° 03' 10.41"W

S20° 29' 06.43"W

S16° 46' 01.00"W

S07° 59' 12.06"W

S29° 18' 58.88"E

S20° 34' 25.69"E

CHORD LENGTH

55.15'

29.99'

36.39'

39.46'

44.55'

80.70'

22.27'

49.89'

CURB ALIGNMENT #1

CURB ALIGNMENT #2

LINE TABLE

LINE #

L24

L25

L26

L27

L28

L29

L30

L31

L32

L33

L34

L35

L36

LENGTH

14.53'

20.02'

80.06'

20.02'

10.45'

22.38'

26.59'

6.63'

8.37'

7.94'

126.45'

44.99'

62.36'

DIRECTION

S01° 15' 03.18"E

S01° 14' 41.85"W

S01° 16' 15.33"E

S03° 34' 57.75"E

S01° 14' 12.64"E

S01° 15' 44.01"E

S00° 19' 40.43"E

S15° 07' 03.34"W

S25° 40' 30.54"W

N34° 48' 22.45"E

S89° 08' 51.25"W

S89° 06' 37.31"W

S89° 09' 27.50"W

CURVE TABLE

CURVE #

C44

C45

C46

C47

C48

C49

C50

C51

C52

C53

LENGTH

17.39'

11.89'

22.02'

6.53'

35.35'

28.66'

57.81'

127.21'

56.53'

51.60'

RADIUS

64.50'

64.50'

64.50'

54.20'

25.00'

25.00'

248.00'

58.00'

513.50'

486.50'

DELTA

15°26'44"

10°33'27"

19°33'29"

6°54'04"

81°00'22"

65°41'30"

13°21'21"

125°40'06"

6°18'26"

6°04'36"

CHORD DIRECTION

S07° 23' 41.45"W

S20° 23' 46.94"W

S37° 50' 18.74"W

S51° 04' 05.13"W

N84° 58' 40.46"W

N11° 23' 43.51"W

N28° 07' 42.03"E

N28° 01' 40.72"W