WDG_Hangars_Plans.pdf

14101 Wireless Way Suite 350 Oklahoma City, OK 73134 405.832.9900

G-001 Cover Sheet

City of Enid, Oklahoma

Enid Woodring Regional Airport - (WDG)

South Ramp Hangars - Phase 2

ODAA WDG-26-S

SEPTEMBER 2025

LOCATION MAP

40 40

TULSA 412

OKLAHOMA CITY

Enid Woodring Regional Airport

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

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Enid Woodring Regional Airport City of Enid 1026 South 66th St.

Enid, OK 73701

3088.21-80

1 09/05/2025 BID SET

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134

Parkhill, Smith & Cooper, Inc.

CA 4935

405.832.9900

C O

E Pr oj ec t N o.

A -2

Sheet List Table Sheet Number Sheet Title

General G-001 Cover Sheet G-002 Bid Items & Notes G-003 Construction Safety Plan & Details G-004 Erosion Control Plan & Details Civil C-100 Demo Plan C-101 Site Plan C-102 Grading Plan C-103 Joint Plan C-501 Typical Section C-502 Joint Details Architecture A-001 Architectural & Interior Legends A-101 Floor Plan A-201 Exterior Elevations & Wall Sections

COE Project No. A-2302 http://www.parkhill.com/

G-002 Bid Items & Notes

SUMMARY OF BID QUANTITIES

BASE BID

BID

ITEM SPEC No. DESCRIPTION NOTE

REF # PLAN QUANTITY

UNIT

BID ITEM NOTES

1. PRICE BID SHALL INCLUDE THE COST OF ALL CONSTRUCTION PREPARATION OPERATIONS, MOVEMENT OF PERSONNEL AND EQUIPMENT AS NECESSARY

TO COMPLETE THE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS.

2. PRICE BID SHALL INCLUDE ALL MATERIAL, HARDWARE, EQUIPMENT, AND LABOR NECESSARY TO CONSTRUCT, INSTALL, RELOCATE AS NECESSARY THROUGHOUT THE PROJECT, AND REMOVE LOW PROFILE LIGHTED BARRICADES AS SHOWN ON THE PLANS.

3. PRICE BID SHALL INCLUDE FABRICATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL EROSION CONTROL DEVICES AS SHOWN ON THE PLANS.

EROSION CONTROL IS THE MINIMUM REQUIRED. CONTRACTOR CAN ADJUST OR MODIFY AS REQUIRED TO MEET THE SITE, AND APPLICABLE GUIDELINES, AND TO AVOID NOTICE OF VIOLATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE IN COMPLIANCE WITH ALL STATE AND FEDERAL REGULATION

AND TO INCLUDE ANY PERMITTING FEES OR LABOR NECESSARY TO BE IN COMPLIANCE.

4. PRICE BID INCLUDES REMOVAL, STOCKPILING, AND REDISTRIBUTION OF 6" OF TOPSOIL TO FINAL GRADE. CONTRACTOR SHALL CALCULATE ALL EARTHWORK QUANTITIES BEFORE BIDDING AND BEGINNING WORK. ITEM SHALL BE PAID BY LUMP SUM. EXCESS TOPSOIL WILL BECOME THE PROPERTY

OF THE CONTRACTOR AND DISPOSED OF OFF AIRPORT BY LEGAL MEANS.

5. PRICE BID SHALL INCLUDE ALL EXCAVATION AND EMBANKMENT NEEDED TO COMPLETE THE GRADING AND DRAINAGE OF THIS PROJECT AS SHOWN ON THE PLANS. CONTRACTOR SHALL CALCULATE THE EARTHWORK QUANTITIES BEFORE BIDDING AND BEGINNING WORK. ANY OFF-SITE BORROW OR OFF-SITE DIRT DISPOSAL SHALL BE INCLUDED IN PRICE BID FOR THIS LINE ITEM. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT, GRADING

PLAN, AND PROPOSED PAVEMENT SECTION PRIOR TO BIDDING.

6. PRICE BID SHALL INCLUDE THE REMOVAL OF EXISTING CONCRETE PAVEMENT. EXISTING PAVEMENT IS ANTICIPATED TO BE BETWEEN 6"-7" THICK, CONCRETE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND BE DISPOSED OF OFF AIRPORT PROPERTY. ANY ELECTRICAL REMOVAL/MODIFICATIONS NEEDED WITHIN THE FOOTPRINT OF DEMOLITION LIMITS SHALL BE CONSIDERED SUBSIDIARY TO PRICE BID FOR THIS ITEM.

ALL SAWCUTTING REQUIRED SHALL BE INCLUDED IN PRICE BID FOR THIS ITEM.

7. PRICE BID SHALL INCLUDE THE REMOVAL EXISTING PORTABLE HANGAR STRUCTURE, INCLUDING ALL ABOVE GROUND APPURTENANCES. ALL ITEMS REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED OF IN A LEGAL MANNER. ONE OR MORE HANGARS SHOWN ON THE PLANS MAY BE REMOVED BY OTHERS PRIOR TO START OF CONSTRUCTION. BID QUANTITY MAY BE REDUCED OR NOT USED AT ALL, AT THE DISCRETION

OF THE OWNER. EXISTING ELECTRICAL SERVICE SHALL BE PROTECTED FOR REUSE.

8. PRICE BID SHALL INCLUDE ALL AGGREGATE, TESTING, LABOR, AND ALL MATERIALS NECESSARY TO CONSTRUCT THE AGGREGATE BASE LAYER AS SHOWN ON THE PLANS AND PER SPECIFICATION. IF CRUSHED AGGREGATE MEETING THE GRADATION DEFINED IN THE P-209 SPECIFICATION IS NOT AVAILABLE WITHIN 100 MILES OF THE PROJECT SITE, CRUSHED AGGREGATE HAVING THE SIEVE AND GRADATION COMPLYING WITH “ODOT TYPE A AGGREGATE BASE” SHALL BE APPROVED. ALL OTHER REQUIREMENTS WITHIN THE P-209 SPECIFICATIONS SHALL APPLY.

9. PRICE BID SHALL INCLUDE THE FOUNDATION DESIGN, CONSTRUCTION OF THE SLAB, AGGREGATE UNDER SLAB, OVER-EXCAVATION INCLUDING ADDITIONAL FILL MATERIAL, SUBGRADE STABILIZATION, AND ANY OTHER FOUNDATION COMPONENT, COMPLETE WITH ALL FEATURES SHOWN IN THE PLANS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT FOR REVIEW AND APPROVAL FOUNDATION PLANS, SIGNED AND SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF OKLAHOMA. A GEOTECHNICAL REPORT HAS BEEN INCLUDED IN THE SPECIFICATIONS FOR USE BY THE

CONTRACTOR'S STRUCTURAL ENGINEER.

10. PRICE SHALL INCLUDE FURNISHING AND INSTALLATION OF TYPE II TRIAXIAL GEOGRID. GEOGRID SHALL BE MEASURED IN THE SAME MANNER AS CRUSHED AGGREGATE BASE COURSE, AND NO ADDITIONAL PAYMENT SHALL BE MADE FOR OVERLAP WHERE REQUIRED BY THE MANUFACTURER'S

INSTALLATION INSTRUCTIONS.

11. THE COST FOR JOINT SEALANT IS CONSIDERED SUBSIDIARY FOR PRICE BID FOR THIS ITEM. JOINT SEALANT SHALL BE SELF LEVELING AND MEET THE

REQUIREMENTS OF SPECIFICATION SECTION P-605.

12. ALL PROPOSED WORK BID ITEMS INCLUDING THE APRON, HANGAR SLAB, AND SUBGRADE SHALL INCLUDE CONSTRUCTION STAKING UNDER THE SUPERVISION OF A LICENSED SURVEYOR IN THE STATE OF OKLAHOMA. CONSTRUCTION STAKING IS CONSIDERED INCIDENTAL TO THE ITEM BEING

STAKED.

13. PRICE BID SHALL INCLUDE ALL CONCRETE, STEEL REINFORCEMENT, QUALITY CONTROL TESTING, SAWCUTTING, JOINTING, BACKER ROD, AND SEALANT COMPLETE IN PLACE INCLUDING ALL MATERIALS AND LABOR INCIDENTAL THERETO IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.

14. PRICE BID SHALL INCLUDE THE FURNISHING AND ERECTION OF A BUILDING, SLAB AND FOUNDATIONS, COMPLETE WITH ALL FEATURES SHOWN IN THE

ARCHITECTURAL PLANS AND SPECIFICATIONS.

15. ALL WORK SHALL COMPLY WITH THE NATION ELECTRICAL CODE. THE 2020 VERSION OF THE NATIONAL ELECTRIC CODE (NEC). ALL ASSOCIATED ELECTRICAL CONNECTIONS, METERS, AND UTILITY STUBOUTS SHALL BE INCLUDED IN THE HANGAR LINE ITEM.

16. PRICE BID SHALL ALSO INCLUDE 10-20-10 FERTILIZER APPLIED AT THE RATE OF 200 LBS PER 1,000 SY OF SODDING (APPLIED IN TWO SEPARATE

APPLICATIONS) AND WATERING UNTIL ESTABLISHED.

GENERAL NOTE

A. BID ITEM NOTES ARE NOT INTENDED TO SERVE AS SPECIFICATIONS FOR EACH LINE ITEM. THEY ARE INTENDED TO PROVIDE CLARIFICATION TO

COMMONLY ASKED QUESTIONS AND DEFINE WHAT IS INCLUDED IN EACH LINE ITEM. THE CONTRACTOR SHALL REFER TO THE BID ITEM NOTES, SPECIFICATIONS, AND PLANS FOR A COMPLETE UNDERSTANDING OF THE PROJECT SCOPE AND WHAT IS REQUIRED TO CONSTRUCT THE PROJECT

AS INTENDED BY THE ENGINEER, FAA, ODAA, AND OWNER.

Parkhill.com

PROJECT NO.

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Enid Woodring Regional Airport City of Enid

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134

Parkhill, Smith & Cooper, Inc.

CA 4935

405.832.9900

C O

E Pr oj ec t N o.

A -2

1 C-105-6.1 MOBILIZATION [1] 1 LS

2 SPECIAL LOW PROFILE FLAG AND FLASHER BARRICADES [2] 1 LS

3 C-102-5.1 TEMPORARY AIR AND WATER POLLUTION, SOIL EROSION, AND SILT CONTROL [3] 1 LS

4 P-152-4.1 REMOVE, STOCKPILE, AND REPLACE TOPSOIL (6-INCH THICKNESS) [4] 1 LS

5 P-152-4.2 EXCAVATION AND EMBANKMENT [5] 1 LS

6 P-101-5.1 EXISTING CONCRETE PAVEMENT REMOVAL [6] 4,155 SY

7 SPECIAL EXISTING HANGAR REMOVAL [7] 15 EA

8 P-209-5.1 6" CRUSHED AGGREGATE BASE COURSE (BOTTOM LAYER) [8] 1,985 SY

9 P-209-5.2 6" CRUSHED AGGREGATE BASE COURSE (TOP LAYER) [8] 1,985 SY

10 SPECIAL TRIAXIAL GEOGRID (BOTH LAYERS) [10] 3,970 SY

11 P-501-7.1 6" PORTLAND CEMENT CONCRETE SURFACE COURSE [11,12,13] 1,980 SY

12 SPECIAL CONSTRUCT 7 UNIT HANGAR (50' X 50' EACH) INCLUDING SLAB AND FOUNDATION [9,14,15] 1 LS

13 T-904-5.1 SOLID SLAB SODDING AND WATERING UNTIL ESTABLISHED [16] 275 SY

SUMMARY OF BID QUANTITIES

BID

ITEM SPEC No. DESCRIPTION NOTE

REF # PLAN QUANTITY

UNIT

ALTERNATE NO. 1

14 P-101-5.1 EXISTING CONCRETE PAVEMENT REMOVAL [6] 855 SY

15 P-209-5.1 6" CRUSHED AGGREGATE BASE COURSE (BOTTOM LAYER) [8] 570 SY

16 P-209-5.2 6" CRUSHED AGGREGATE BASE COURSE (TOP LAYER) [8] 570 SY

17 SPECIAL TRIAXIAL GEOGRID (BOTH LAYERS) [10] 1,140 SY

18 P-501-7.1 6" PORTLAND CEMENT CONCRETE SURFACE COURSE [11,12,13] 570 SY

19 SPECIAL CONSTRUCT 1 UNIT HANGAR (50' X 50' EACH) INCLUDING SLAB AND FOUNDATION [9,14,15] 1 LS

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 TMAP MOBILITY Earthstar Geographics SIO

BM #1

BM #2 LLS #106

LLS #100

CONTRACTOR ACCESS ROUTE

LOW PROFILE FLASHER BARRICADE

CONSTRUCTION SAFETY PLAN NARRATIVE:

1. GENERAL SAFETY REQUIREMENTS:

· DURING PERFORMANCE OF THIS CONTRACT, THE AIRPORT RUNWAYS,

TAXIWAYS, AND AIRCRAFT PARKING APRONS SHALL REMAIN IN USE BY

AIRCRAFT TO THE MAXIMUM EXTENT POSSIBLE. AIRCRAFT USE OF AREAS

NEAR THE CONTRACTOR'S WORK WILL BE CONTROLLED TO MINIMIZE

DISTURBANCE TO THE CONTRACTOR'S OPERATION. THE CONTRACTOR

SHALL NOT ALLOW HIS/HER EMPLOYEES, SUBCONTRACTOR, SUPPLIERS, OR

ANY PERSON OVER WHOM HE/SHE HAS CONTROL TO ENTER OR REMAIN IN

ANY PART OF THE AIRPORT WHICH WOULD BE HAZARDOUS TO PERSONS OR

TO AIRCRAFT OPERATIONS. WHENEVER AIRCRAFT OPERATIONS REQUIRE,

THE OWNER, INSPECTOR, ENGINEER, ETC. MAY ORDER THE CONTRACTOR

TO SUSPEND OPERATIONS; MOVE PERSONNEL, EQUIPMENT, AND MATERIALS

TO A SAFE LOCATION; AND STAND BY UNTIL AIRCRAFT USE IS COMPLETED.

2. CONSTRUCTION MAINTENANCE AND FACILITIES MAINTENANCE:

· BEFORE BEGINNING ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR

MUST, THROUGH THE AIRPORT MANAGER, GIVE NOTICE [USING THE NOTICE

TO AIRMEN (NOTAM) SYSTEM] OF PROPOSED LOCATION, TIME, AND DATE OF

COMMENCEMENT OF CONSTRUCTION. UPON COMPLETION OF WORK AND

RETURN OF ALL SUCH AREAS TO STANDARD CONDITIONS, THE

CONTRACTOR MUST, THROUGH THE AIRPORT MANAGER, VERIFY THE

CANCELLATION OF ALL NOTICES ISSUED VIA THE NOTAM SYSTEM.

THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT, THE

CONTRACTOR MUST:

A. INSPECT ALL CONSTRUCTION AND STORAGE AREAS AS OFTEN AS

NECESSARY TO BE AWARE OF CONDITIONS.

B. PROMPTLY TAKE ALL ACTIONS NECESSARY TO PREVENT OR REMEDY

ANY UNSAFE OR POTENTIALLY UNSAFE CONDITIONS SOON AS THEY

ARE DISCOVERED.

3. APPROACH CLEARANCE TO RUNWAYS:

· RUNWAY APPROACH SURFACES WILL BE UNOBSTRUCTED.

4. RUNWAY AND TAXIWAY SAFETY AREA:

· NO CONSTRUCTION WILL TAKE PLACE IN THE RUNWAY SAFETY AREA.

· CONSTRUCTION ACTIVITY WILL TAKE PLACE WITHIN THE TAXIWAY SAFETY

AREA ON THE APRON DURING SUCH TIME, THE PORTION OF THE APRON WILL

BE CLOSED.

5. MARKING AND LIGHTING FOR TEMPORARY THRESHOLDS:

· TEMPORARY THRESHOLD MARKING AND LIGHTING ARE NOT REQUIRED.

6. CLOSED RUNWAY MARKING AND LIGHTING:

· NONE REQUIRED.

7. HAZARDOUS AREA MARKING AND LIGHTING:

· LOW PROFILE FLAG AND FLASHERS BARRICADES AS SHOWN ON PLANS.

8. TEMPORARY LIGHTING AND MARKING:

· NONE REQUIRED.

9. NAVIGATIONAL AIDS:

· NO CONSTRUCTION WILL TAKE PLACE WITHIN THE VICINITY OF ANY NAVAIDS.

10. LIMITATIONS ON CONSTRUCTION:

· ALL OPEN TRENCHES, EXCAVATIONS, AND STOCKPILED MATERIALS SHALL

BE PROMINENTLY MARKED AND LIGHTED AS HAZARDOUS.

· ALL STOCKPILED MATERIAL SHALL BE CONSTRAINED TO PREVENT

MOVEMENT AS A RESULT OF THE MAXIMUM ANTICIPATED AIRCRAFT BLAST

AND FORECAST WIND CONDITIONS.

11. RADIO COMMUNICATIONS:

· NONE REQUIRED.

12. DEBRIS:

· WASTE AND LOOSE MATERIALS MUST NOT BE PLACED IN ACTIVE AIRCRAFT

MOVEMENT AREAS. MATERIALS TRACKED ONTO THESE AREAS MUST BE

REMOVED CONTINUOUSLY DURING THE PROJECT.

3' SQUARE FLAG WITH

ALTERNATING ORANGE

AND WHITE 12" SQUARES.

NOTES:

1. FLAGS SHALL BE CONSTRUCTED OF FABRIC AND SHALL BE

MOUNTED ON A POLE SUITABLE FOR VEHICLE MOUNTING OR

HANDLING BY PERSONNEL.

2. ALL VEHICLES AND EQUIPMENT SHALL DISPLAY FLAG OR AMBER

FLASHING LIGHTS WHILE ON PROJECT.

B1 CHECKERED VEHICLE FLAG

NOT TO SCALE

AIRCRAFT HAVE THE RIGHT-OF-WAY AT ALL TIMES.

LEGEND

CONTROL MONUMENTS

A. THIS SHEET SHOWS SURVEY MONUMENT POINTS USING:

· HORIZONTAL DATUM: OKLAHOMA STATE PLANE, NAD83, NORTH ZONE

· VERTICAL DATUM: NAVD88

CONSTRUCTION LIMITS

CONTRACTOR ACCESS ROUTE

CONTRACTOR STAGING AREA

CONSTRUCTION LIMITS

PROJECT NOTES

A. ENTIRE PROJECT WILL CONSIST OF TWO PHASES.

B. PHASE 1: ALL GRADING, APRON PAVING, AND CONSTRUCTION OF

HANGAR SLABS SHALL TAKE PLACE DURING THIS PHASE. THE INTENT

IS FOR ALL "FLATWORK" TO BE COMPLETED QUICKLY. PHASE 1 SHALL

BE COMPLETED WITHIN 45 WORKING DAYS. LIQUIDATED DAMAGES OF

$1,650 PER CALENDAR DAY SHALL BE CHARGED AFTER THE ALLOTTED

DAYS FOR PHASE 1 HAVE EXPIRED.

C. PHASE 2: THIS PHASE INCLUDES ALL VERTICAL CONSTRUCTION. NO

SPECIFIC CALENDAR DAYS ARE ALLOTTED FOR THIS PHASE.

HOWEVER, THIS DOES NOT RELIEVE THE CONTRACTOR FROM

COMPLETING CONSTRUCTION WITHIN THE TOTAL CALENDAR DAYS

ALLOTTED FOR THE PROJECT.

D. CONTRACTOR SHALL KEEP TAXIWAY CLEAR OF FOD AT ALL TIMES.

E. THE ENTIRE PROJECT SHALL BE COMPLETED IN 210 CALENDAR DAYS.

LIQUIDATED DAMAGES OF $1,650 PER CALENDAR DAY SHALL BE

CHARGED AFTER TOTAL CONTRACT WORKING DAYS HAVE EXPIRED.

F. CONTRACTOR SHALL INSTALL LOW PROFILE BARRICADES AS SHOWN

FOR THIS PROJECT.

CONTRACTOR STAGING AREA

N

0 50' 100'

G-003

Construction Safety Plan & Details

LOW PROFILE FLAG AND

FLASHER BARRICADE

S.

6T H

S T.

POINT NUMBER NORTHING EASTING ELEVATION DESCRIPTION

ON-SITE CONTROL

100 502836.65 2031891.54 1155.90 #4 BAR W/LEMKE CAP

101 502188.45 2032226.64 1155.68 #4 BAR W/LEMKE CAP

102 504052.41 2031552.92 1163.08 #4 BAR W/LEMKE CAP

103 504087.61 2031294.24 1163.82 #4 BAR W/LEMKE CAP

104 503042.25 2031143.95 1154.90 #4 BAR W/LEMKE CAP

105 502936.09 2030680.75 1157.37 #4 BAR W/LEMKE CAP

106 502730.32 2032313.65 1157.26 #4 BAR W/LEMKE CAP

OFF-SITE CONTROL

15 503587.09 2031146.05 1159.06 #5 BAR W/CEC CAP

BENCHMARKS

1 502531.13 2032146.93 1156.78 BM CUT X

2 502824.18 2032217.61 1158.54 BM #5 BAR

214 503926.53 2031478.94 1161.87 BM #5 BAR

216 504193.73 2031239.91 1166.36 BM CUT X

HORIZONTAL AND VERTICAL DATUM BASED ON CEC CORPORATION CONTROL

HORIZONTAL DATUM: NAD83 (2011), OKLAHOMA STATE PLANE, NORTH ZONE

VERTICAL DATUM: NAVD88

Parkhill.com

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Enid Woodring Regional Airport City of Enid

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134

Parkhill, Smith & Cooper, Inc.

CA 4935

405.832.9900

C O

E Pr oj ec t N o.

A -2

8' MINIMUM

FLASHING RED CAUTION LIGHT

SECURED TO BARRICADE

REFLECTIVE ORANGE

AND WHITE STRIPES @

45° SLANT

HIGH IMPACT, UV

RESISTANT POLYETHYLENE

10" x 96" x 10" ORANGE

AND/OR WHITE IN COLOR

NOTES:

1. BARRICADES SHALL MEET THE REQUIREMENTS OF THE CURRENT FAA

ADVISORY CIRCULAR 150/5370-2 AND BE APPROVED BY THE ENGINEER.

2. CONTRACTOR SHALL WEIGHT BARRICADE TO PREVENT DISPLACEMENT.

THE METHOD SHALL BE APPROVED BY THE ENGINEER.

3. BARRICADES SHALL BE LOCATED AS DEFINED IN THE CONSTRUCTION

SAFETY AND PHASING PLAN (CSPP).

4. NUMBER OF BARRICADE SYMBOLS SHOWN ON THE PLANS DOES NOT

INDICATE THE NUMBER REQUIRED. CONTRACTOR SHALL DETERMINE THE

NUMBER OF BARRICADES REQUIRED.

5. BARRICADES SHALL BE CONNECTED OR BE PLACED WITH NO MORE THAN

4' SPACE BETWEEN EACH.

6. RED LIGHTS TO BE BATTERY OPERATED, ABLE TO ROTATE 90 DEGREES,

EITHER FLASHING OR STEADY BURNING, AND MUST MEET THE

LUMINANCE REQUIREMENTS OF THE STATE HIGHWAY DEPARTMENT.

A1 LOW PROFILE AVIATION BARRICADE

NOT TO SCALE

SF

SF

SF

SF

SF

SF

SF

SF

1157.25

1157.50

1157.75

1157.75

1157.50

1157.25

.7

1156.75

.2

.5

.2

PROPOSED 51' X 231' T-HANGAR

AIRCRAFT HAVE THE RIGHT-OF-WAY AT ALL TIMES.

LEGEND

PROPOSED CONCRETE APRON

EXISTING AIRFIELD PAVEMENT

EXISTING BUILDINGS

EROSION CONTROL NOTES

A. ALL EROSION CONTROL QUANTITIES ARE APPROXIMATE AND FOR

CONTRACTOR CONVENIENCE ONLY.

PROPOSED SOLID SLAB SODDING

PROPOSED GRADING LIMITS

PROPOSED SILT FENCESF

PROPOSED GRADE SLOPE ARROW

EXISTING GRADE SLOPE ARROW

EXISTING TOPOGRAPHIC CONTOUR MINOR

EXISTING TOPOGRAPHIC CONTOUR MAJOR

974 PROPOSED TOPOGRAPHIC CONTOUR MAJOR

PROPOSED TOPOGRAPHIC CONTOUR MINOR

CALL OKIE (800) 522-6543

(2 WORKING DAYS BEFORE YOU DIG &

EVERY 10 DAYS DURING CONSTRUCTION)

BEFORE

YOU DIG

PONDING HEIGHT

FILTER FABRIC

FLOW

4" X 6" TRENCH WITH

COMPACTED BACKFILL 10' MAXIMUM SPACING WITH WIRE

SUPPORT FENCE 6' MAXIMUM

SPACING WITHOUT WIRE

SUPPORT FENCE

FLOW

STEEL OR WOOD POST

36" HIGH MAXIMUM

1' -6

6"

A1 SILT FENCE DETAIL

NOT TO SCALE

NOTES:

1. MUST BE INSTALLED PROPERLY TO AVOID NOTICE OF VIOLATION.

2. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.

3. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 9" MAXIMUM RECOMMENDED STORAGE HEIGHT.

4. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE TO SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.

G-004

Erosion Control Plan & Details

0 20' 40'

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Enid Woodring Regional Airport City of Enid

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134

Parkhill, Smith & Cooper, Inc.

CA 4935

405.832.9900

C O

E Pr oj ec t N o.

A -2

N

11.75' 60.29' (3 PANELS WIDE) 280.48' (14 PANELS WIDE) 97.57' ( 5 PANELS WIDE BASE BID + ALT. NO. 1)

105.86' (9 PAN

ELS W

ID

E)

N = 502821.92 E = 2032038.13

N = 502779.28 E = 2032080.75

N = 502813.33 E = 2032029.75

N = 502770.79 E = 2032072.40

N = 502572.77 E = 2032270.94

N = 502581.08 E = 2032279.21

N = 502512.21 E = 2032348.32

N = 502436.88 E = 2032273.91

N = 502732.02 E = 2031978.28

N = 502730.65 E = 2031976.93

437.73' (22 FULL PANELS WIDE BASE BID + ALT. NO. 1)

72.42' ALT. NO. 1

EXISTING ELECTRICAL.

CONTRACTOR TO INSTALL

EXISTING METER ON NEW

UNISTURT FRAME

EXISTING STORM DRAIN,

DO NOT DISTURB!

EXISTING STORM DRAIN,

DO NOT DISTURB!

EXISTING ELECTRICAL.

CONTRACTOR TO REMOVE.

EXISTING LIGHT POLE.

CONTRACTOR TO REMOVE.

SAWCUT NEAT LINE (TYP)

AROUND ALL PERIMETER.

SAWCUT NEAT

LINE (TYP)

AROUND ALL

PERIMETER.

SAWCUT NEAT LINE (TYP)

AROUND ALL PERIMETER.

ALT. NO. 1

CONCRETE PAVEMENT TO

BE REMOVED

BASE BID

CONCRETE PAVEMENT TO

BE REMOVED

AIRCRAFT HAVE THE RIGHT-OF-WAY AT ALL TIMES.

CALL OKIE (800) 522-6543

(2 WORKING DAYS BEFORE YOU DIG &

EVERY 10 DAYS DURING CONSTRUCTION)

BEFORE

YOU DIG

C-100 Demo Plan

LEGEND

EXISTING AIRFIELD PAVEMENT, DO NOT DISTURB!!

EXISTING BUILDINGS, DO NOT DISTURB!!

EXISTING CONCRETE JOINTS, SHOWN FOR REFERENCE

EXISTING HANGAR TO BE REMOVED

EXISTING STORM DRAIN DO NOT DISTURB!!

Parkhill.com

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\C -1

-D

EM

-3

8.

-8

0.

D

W G

, 9 /8

/2

4:

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So ut h R am p

H an ga rs

Ph as e

O

A C

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G -2

6- S

Enid Woodring Regional Airport City of Enid

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134

Parkhill, Smith & Cooper, Inc.

CA 4935

405.832.9900

C O

E Pr oj ec t N o.

A -2

0 20' 40'

N

EXISTING CONCRETE TO BE REMOVED

EXISTING CONCRETE JOINTS TO BE REMOVED, SHOW FOR REFERENCE

DEMOLITION NOTES

A. CONTRACTOR SHALL USE CAUTION IN REMOVING PANELS. ANY

DAMAGES TO EXISTING PAVEMENT TO REMAIN OR SPALLING

CREATED ON PAVEMENT TO REMAIN SHALL BE REPLACED OR

REPAIRED AT THE CONTRACTORS EXPENSE.

A1 /C

-5

A1 /C

-5

60.29' 280.48' 97.57'

105.86'

429.4'

406.5' PROPOSED 8-UNIT HANGAR

22.82'

.7

2'

PROPOSED APRON

BASE BID

PROPOSED 7-UNIT HANGAR

PROPOSED APRON

.3 5'

.0

9'

.5 ' P

R O

PO

SE

D

U N

IT

H

AN

G

AR

EXISTING STORM DRAIN,

DO NOT DISTURB!

EXISTING STORM DRAIN,

DO NOT DISTURB!

PROPOSED APRON

N = 502821.92 E = 2032038.13

PROPOSED APRON

N = 502779.28 E = 2032080.75

PROPOSED APRON

N = 502813.33

E = 2032029.75

PROPOSED APRON

N = 502770.79 E = 2032072.40

PROPOSED APRON

N = 502572.77

E = 2032270.94

PROPOSED APRON

N = 502581.08

E = 2032279.21

PROPOSED APRON

N = 502512.21 E = 2032348.32

PROPOSED APRON

N = 502436.88

E = 2032273.91PROPOSED APRON

N = 502730.65 E = 2031976.93

PROPOSED APRON

N = 502806.86 E = 2032036.41

PROPOSED APRON

N = 502793.26 E = 2032022.85

PROPOSED APRON

N = 502756.80 E = 2031986.48

PROPOSED APRON

N = 502469.75

E = 2032274.31

PROPOSED APRON

N = 502506.22

E = 2032310.68

PROPOSED APRON

N = 502740.24

E = 2031970.01

PROPOSED APRON

N = 502732.02 E = 2031978.28

ALT. NO. 1

PROPOSED HANGAR

ALT. NO. 1BASE BID

ALT. NO. 1BASE BID

AIRCRAFT HAVE THE RIGHT-OF-WAY AT ALL TIMES.

CALL OKIE (800) 522-6543

(2 WORKING DAYS BEFORE YOU DIG &

EVERY 10 DAYS DURING CONSTRUCTION)

BEFORE

YOU DIG

PROPOSED CONCRETE APRON

C-101 Site Plan

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

A:

\2

1\

.2 1\

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\C -1

-S

TP

-3

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-8

0.

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, 9 /8

/2

4:

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M , a be rry

So ut h R am p

H an ga rs

Ph as e

O

A C

W D

G -2

6- S

Enid Woodring Regional Airport City of Enid

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134

Parkhill, Smith & Cooper, Inc.

CA 4935

405.832.9900

C O

E Pr oj ec t N o.

A -2

0 20' 40'

N

LEGEND

EXISTING AIRFIELD PAVEMENT, DO NOT DISTURB!!

EXISTING BUILDINGS, DO NOT DISTURB!!

EXISTING CONCRETE JOINTS, SHOWN FOR REFERENCE

EXISTING STORM DRAIN DO NOT DISTURB!!

PROPOSED 50' X 50' HANGARS (8 UNITS)

SITE PLAN NOTES

A. ALTERNATE SITE PLAN TO BE ISSUED IF ONLY BASE BID IS AWARDED.

B. PROPOSED APRON TO MATCH EXISTING APRON ELEVATIONS WHEN

APPLICABLE.

ARCHITECTURAL COORDINATION NOTES

A. COORDINATE ALL HANGAR SLAB DIMENSIONS WITH ARCHITECTURAL SHEETS.

.2

.5

1156.75

.2

1157.50 1157.50

1157.50

1157.25

.50

.5

.25

.7

1157.75

1157.50

1157.25

1157 1157 1157.25

1157.50

1157.75

PROPOSED HANGAR

N: 502793.26 E: 2032022.85

FF: 1157.60'

PROPOSED HANGAR

N: 502756.80 E: 2031986.48

FF: 1157.86'

PROPOSED HANGAR

N: 502469.75

E: 2032274.31

FF: 1157.86'

PROPOSED HANGAR

N: 502506.22

E: 2032310.68

FF: 1157.60'

EG

:11 .37

EG

:11 .36

EG

:11 .35

EG

:11 .35

EG

:11 .34

EG

:11 .33

EG

:11 .31

EG

:11 .42

EG

:11 .40

EG

:11 .39

EG

:11 .41

EG

:11 .40

EG

:11 .39

EG

:11 .40

EG

:11 .43

EG

:11 .43

EG

:11 .42

EG

:11 .41

EG

:11 .41

EG

:11 .43

EG

:11 .44

EG

:11 .45

EG

:11 .34

EG

:11 .40

EG

:11 .40

EG

:11 .37

EG

:11 .37

EG

:11 .37

EG

:11 .35

EG

:11 .36

EG

:11 .38

EG

:11 .40

EG

:11 .27

EG

:11 .17

EG

:11 .17

EG

:11 .17

EG

:11 .18

EG

:11 .17

EG

:11 .21

EG

:11 .25

EG

:11 .26

EG

:11 .22

EG

:11 .20

EG

:11 .26

EG

:11 .26

EG

:11 .24

EG

:11 .23

EG

:11 .21

EG

:11 .12

EG

:11 .91

EG

:11 .70

EG:1156.78

EG:1156.84

EG:1156.84

EG:1156.84

EG:1156.86

EG:1156.88

EG:1156.90

EG:1156.93

EG:1156.97

EG:1157.00

EG:1157.01

EG:1157.02

EG:1157.03

EG:1157.02

EG:1157.00

EG:1156.99

EG:1156.98

EG:1156.98

EG:1156.98

EG:1156.99

EG:1156.99

EG:1157.00

EG:1157.00

EG:1157.02

EG:1157.04

EG:1157.06

EG:1157.06

EG:1157.03

EG:1157.00

EG:1156.97

EG:1156.98

EG:1156.99

EG:1156.99

EG:1156.99

EG:1156.97

PG:1156.97

PG:1157.45

PROPOSED HANGAR

N: 502649.74

E: 2032166.76

FF: 1157.60'

PROPOSED HANGAR

N: 502613.27

E: 2032130.40

FF: 1157.86'

MATCH EXISTING ELEVATIONS

ALONG APRON EDGE

MATCH EXISTING ELEVATIONS

ALONG APRON EDGE

MATCH EXISTING ELEVATIONS

ALONG APRON EDGE

PROPOSED GRADING LIMITS

0.

0.

0.

1.

1.

1.

0.

0.

1.

% 1.

1.

1.

1.75%

2.60%

1.

1.

1.

1.

1.

1.

1.

4.

5.

4.

4.

4.

4.

1.

0.

1.

1.

0.40%

0.35%

1.

1.

1.

1.

1.

1.

%0.

0.

0.

0.

1.

PROPOSED GRADE BREAK

ALT. NO. 1BASE BID

ALT. NO. 1BASE BID

EG

:11 .24

AIRCRAFT HAVE THE RIGHT-OF-WAY AT ALL TIMES.

CALL OKIE (800) 522-6543

(2 WORKING DAYS BEFORE YOU DIG &

EVERY 10 DAYS DURING CONSTRUCTION)

BEFORE

YOU DIG EXISTING TOPOGRAPHIC CONTOUR MINOR

EXISTING TOPOGRAPHIC CONTOUR MAJOR

PROPOSED TOPOGRAPHIC CONTOUR MAJOR

PROPOSED TOPOGRAPHIC CONTOUR MINOR

PROPOSED GRADING LIMITS

GRADING PLAN NOTES

A. PROPOSED APRON TO MATCH EXISTING APRON ELEVATIONS WHEN

APPLICABLE.

C-102 Grading Plan

LEGEND

EXISTING AIRFIELD PAVEMENT, DO NOT DISTURB!!

EXISTING BUILDINGS, DO NOT DISTURB!!

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

A:

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1\

.2 1\

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S-

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. 2 \0

3_ D

SG

N

\0 1_

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_C

IV

IL

\C -1

-G

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.2 1-

.D

W G

, 9 /8

/2

4:

P

M , a be rry

So ut h R am p

H an ga rs

Ph as e

O

A C

W D

G -2

6- S

Enid Woodring Regional Airport City of Enid

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134

Parkhill, Smith & Cooper, Inc.

CA 4935

405.832.9900

C O

E Pr oj ec t N o.

A -2

0 20' 40'

N

EXISTING CONCRETE JOINTS, SHOWN FOR REFERENCE

EXISTING STORM DRAIN DO NOT DISTURB!!

PROPOSED CONCRETE APRON

PROPOSED 50' X 50' HANGARS (8 UNITS)

EARTHWORK NOTES

1. ALL EXCESS SOIL, BASE MATERIAL, AND CONCRETE SHALL BE DISPOSED OF

OFF-SITE BY LEGAL MEANS.

2. EXCESS TOPSOIL MAY BE USED AS FILL OUTSIDE OF THE FOOTPRINT OF THE

PAVEMENT AND HANGAR SLAB.

3. THE BID ITEM FOR EXCAVATION AND EMBANKMENT SHALL INCLUDE ALL

EARTHWORK REQUIRED FOR CONSTRUCTING THE PAVEMENT AND UNPAVED

AREA TO THE PROPOSED GRADES SHOWN ON THE PLANS. THIS INCLUDES

ANY EXCAVATION, OVER-EXCAVATION, EMBANKMENT, EXCESS MATERIAL

DISPOSAL, OFF-SITE BORROW MATERIAL, SUBGRADE PREPARATION, AND ANY

OTHER SOIL AMENDMENT REQUIRED BY THE GEOTECHNICAL REPORT, THESE

PLANS, AND THE SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR

CALCULATING THE EXCAVATION AND EMBANKMENT PRIOR TO BIDDING THE

PROJECT.

4. BID ITEM 12, CONSTRUCT 8 UNIT HANGAR (50' X 50' EACH) INCLUDING SLAB AND

FOUNDATION, SHALL INCLUDE ALL EARTHWORK REQUIRED FOR

CONSTRUCTING THE HANGAR SLAB AND FOUNDATION TO THE FINISHED FLOOR

ELEVATIONS SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO

PROVIDE A FOUNDATION DESIGN FROM A STRUCTURAL ENGINEER. ANY COST

ASSOCIATED WITH THE FOUNDATION REQUIREMENTS REQUIRED BY THE

STRUCTURAL ENGINEER AND GEOTECHNICAL REPORT SHALL BE INCLUDED IN

THIS LINE ITEM. ANY ANTICIPATED OVER EXCAVATION, DISPOSAL OF EXCESS

SOILS, OFF-SITE BORROW, AND SOIL MODIFICATIONS SHOULD BE INCLUDED IN

LINE ITEM 12. SEE BID ITEM NOTES 9, 14, AND15 ON SHEET G-002 FOR

ADDITIONAL DETAILS REGARDING BID ITEM 12.

GRADING PLAN NOTES

A. ALTERNATE GRADING PLAN TO BE ISSUED IF ONLY BASE BID IS AWARDED.

B. PROPOSED APRON TO MATCH EXISTING APRON ELEVATIONS WHEN

APPLICABLE.

ARCHITECTURAL COORDINATION NOTES

A. COORDINATE ALL HANGAR SLAB DIMENSIONS WITH ARCHITECTURAL SHEETS.

10.2' 10.2' 10.2' 10.2'9.26' 10.2'

9.

9.

9.

9.

75.11' SPACE JOINTS @ 10.73'

9.

9.

11.28' 11.28'

11.41' 11.41'

.7

6'

.7 6'

.3

1'

.3 1'

.3

1'

.3 1'

.6

8'

.6 8'

406.5' SPACE JOINTS @ 11.96'

280.42' SPACE JOINTS @ 11.68'

.7

8'

TYPE 'B' HINGED JOINT

TYPE 'B' HINGED JOINT

TYPE 'D1' EXPANSION JOINT. ALL

AROUND EXISTING CONCRETE

TYPE 'A' THICKENED EDGE, TYP.

TYPE 'A' THICKENED EDGE, TYP.

TYPE 'A' THICKENED

EDGE, TYP.

TYPE 'D1' EXPANSION JOINT. ALL

AROUND EXISTING CONCRETE

TYPE 'D1' EXPANSION

JOINT. ALL AROUND

EXISTING CONCRETE

TYPE 'D' DUMMY JOINT, TYP.

TYPE 'D' DUMMY JOINT, TYP.

TYPE 'D1' EXPANSION JOINT.

TYPE 'D1' EXPANSION JOINT.

BASE BID

PROPOSED 7-UNIT HANGAR

ALT. NO. 1

PROPOSED HANGAR

ALT. NO. 1BASE BID

ALT. NO. 1BASE BID

AIRCRAFT HAVE THE RIGHT-OF-WAY AT ALL TIMES.

LEGEND

EXISTING AIRFIELD PAVEMENT

EXISTING BUILDINGS

CALL OKIE (800) 522-6543

(2 WORKING DAYS BEFORE YOU DIG &

EVERY 10 DAYS DURING CONSTRUCTION)

BEFORE

YOU DIG

JOINT LAYOUT PLAN NOTES

A. ALTERNATE JOINT PLAN TO BE ISSUED IF ONLY BASE BID IS AWARDED.

B. CONTRACTOR SHALL SUBMIT JOINT LAYOUT AND POUR SCHEDULE FOR

APPROVAL PRIOR TO CONSTRUCTION.

C. CONSTRUCTION AND SAW JOINTS ARE SHOWN FOR REFERENCE AND MAY BE

REVISED (SEE NOTE A).

D. MAXIMUM JOINT SPACING SHALL NOT EXCEED DISTANCE CALLED IN PLANS.

E. JOINT WIDTH SHALL BE 3/8" FOR EXTERIOR PAVEMENT.

F. SEE SHEET C-502 FOR JOINT DETAILS.

JOINT TYPE 'A' (THICKENED EDGE)

JOINT TYPE 'D1' (EXPANSION)

C-103 Joint Plan

JOINT TYPE 'B' (HINGED)

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

A:

\2

1\

.2 1\

_W

D G

-A M

-S

O U

TH

R

AM

P

H

AN

G

AR

S-

PH

. 2 \0

3_ D

SG

N

\0 1_

D W

G \0

_C

IV

IL

\C -1

-J

N T-

.2 1-

.D

W G

, 9 /8

/2

4:

P

M , a be rry

So ut h R am p

H an ga rs

Ph as e

O

A C

W D

G -2

6- S

Enid Woodring Regional Airport City of Enid

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134

Parkhill, Smith & Cooper, Inc.

CA 4935

405.832.9900

C O

E Pr oj ec t N o.

A -2

0 20' 40'

EXISTING CONCRETE JOINTS, SHOWN FOR REFERENCE

PROPOSED CONCRETE APRON

PROPOSED 50' X 50' HANGARS (8 UNITS)

JOINT TYPE 'D' (DUMMY)

A1 PROPOSED APRON AND HANGAR

NOT TO SCALE

0.50%

A. CONTRACTOR'S ENGINEER MAY REQUIRE ADDITIONAL THICKNESS OF AGGREGATE. 4" SHALL BE

THE MINIMUM ALLOWED FOR THE HANGAR FOUNDATION. CONTRACTOR'S ENGINEER MAY ALSO

INCLUDE ADDITIONAL REQUIREMENTS FOR SUBGRADE PREPARATION.

B. CONTRACTOR'S ENGINEER SHALL DESIGN SLAB AND FOOTINGS/FOUNDATIONS AS NECESSARY

FOR BUILDING, HOWEVER, SLAB SHALL BE NO LESS THAN 6" THICK, AND SHALL BE

CONTINUOUSLY REINFORCED. IT MAY BE ASSUMED THAT AT 6" THICK AND CONTINUOUSLY

REINFORCED, THE HANGAR SLAB WILL PROVIDE ADEQUATE STRENGTH FOR ANY AIRCRAFT

STORED IN THE HANGAR.

NOTES:

51.5' PROPOSED HANGAR

PROPOSED HANGARS

C-501 Typical Section

VARIABLE WIDTH SEE C-101

SLOPE VARIES SEE C-102 EXISTING

GRADE

EXISTING CONCRETE VARIABLE WIDTH

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

A:

\2

1\

.2 1\

_W

D G

-A M

-S

O U

TH

R

AM

P

H

AN

G

AR

S-

PH

. 2 \0

3_ D

SG

N

\0 1_

D W

G \0

_C

IV

IL

\C -5

-T

YP

-3

8.

-8

0.

D

W G

, 9 /8

/2

4:

P

M , a be rry

So ut h R am p

H an ga rs

Ph as e

O

A C

W D

G -2

6- S

Enid Woodring Regional Airport City of Enid

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134

Parkhill, Smith & Cooper, Inc.

CA 4935

405.832.9900

C O

E Pr oj ec t N o.

A -2

VARIABLE WIDTH SEE C-101

1.0%EXISTING

GRADE

EXISTING CONCRETE VARIABLE WIDTH

FF 1157.60'FF 1157.86'

SLOPE VARIES SEE C-102

5'

TYPE 'A' ISOLATION JOINT

(SEE SHEET C-502)

PROPOSED APRON

6" P-501 PC CONCRETE

TYPE 'D1' EXPANSION JOINT

(SEE SHEET C-502)

TYPE 'A' ISOLATION JOINT

(SEE SHEET C-502)

PROPOSED APRON

TYPE 'D1' EXPANSION JOINT

(SEE SHEET C-502)

4" (MIN) CRUSHED AGGREGATE.

MATERIAL SHALL MEET P-209 SPECIFICATION

(SEE NOTE A)

6" MINIMUM CONTINUOUSLY REINFORCED

ODOT CLASS AA CONCRETE

(SEE NOTE B) TRIAXIAL GEOGRID

(UNDER APRON ONLY)

6" FAA P-209 CRUSHED

AGGREGATE BASE,

COMPACTED TO 100% SPD

6" P-501 PC CONCRETE

TRIAXIAL GEOGRID

(UNDER APRON ONLY)

6" FAA P-209 CRUSHED

AGGREGATE BASE,

COMPACTED TO 100% SPD

6" FAA P-209 CRUSHED

AGGREGATE BASE,

COMPACTED TO 95% SPD

6" FAA P-209 CRUSHED

AGGREGATE BASE,

COMPACTED TO 95% SPD

B5 DETAIL A5

NOT TO SCALE

SLAB SODDING (WIDTH VARIES)

12"

1.5" SEE NOTE A 3%-5%

NOTES:

A. 1.50" DROP IS FROM FINISHED PAVEMENT TO TOP OF SOLID SLAB SOD.

6" P-501 PC CONCRETE

6" FAA P-209 CRUSHED

AGGREGATE BASE,

COMPACTED TO 100% SPD

6" FAA P-209 CRUSHED

AGGREGATE BASE,

COMPACTED TO 95% SPD

TRIAXIAL GEOGRID

(UNDER APRON ONLY)

3/4" ± 1/8"

3/ 4"

/8

D

SA

W

CU

T

- 'T '/4

/4

W

D

1- 1 4"

M

IN

SEALANT MATERIAL 1/4" - 3/8"

BELOW SURFACE

W

1-1 4" M

IN

SEALANT MATERIAL 1/4" - 3/8"

BELOW SURFACE

SEALANT MATERIAL 1/4" - 3/8"

BELOW SURFACE 1/4" RADIUS OR CHAMFER

BACKER ROD

NON-EXTRUDING PREMOLDED

COMPRESSIBLE MATERIAL ASTM

D-1751 OR 1752

BACKER ROD

BACKER ROD

CONSTRUCTION JOINT

BETWEEN SLABS

C4 CONSTRUCTION JOINT

NOT TO SCALEC3 CONSTRUCTION JOINT

NOT TO SCALE C5 EXPANSION JOINT

NOT TO SCALE

ISOLATION JOINTS

'TE

''T'

TO NEAREST JOINT BUT

NOT LESS THAN 10'

3/4"

A. SHADED AREA IS JOINT SEALER LOCATION

NOTE:

'TE' = 1.25 'T' TO NEAREST 1" BUT AT

LEAST 'T' + 2"

DETAIL C5

NON-EXTRUDING PREMOLDED

COMPRESSIBLE MATERIAL

NON-EXTRUDING PREMOLDED

COMPRESSIBLE MATERIAL

C1 TYPE A - THICKENED EDGE

NOT TO SCALE

CONTRACTION JOINTS

'T'

'T'/2 ± 'D'/2

DETAIL C3 OR C4

NO. 5 TIE BAR 30" LONG ON 30"

CENTERS

D1 TYPE B - HINGED

NOT TO SCALE

'T'

'T'/2 ± 'D'/2

DETAIL C3 OR C4

PAINT AND OIL ONE END OF

SMOOTH DOWEL 18" LONG ON 12"

CENTERS

D2

TYPE C -

DOWELED (CONTRACTION)

NOT TO SCALE

'T'

DETAIL C3 OR C4

D3 TYPE D - DUMMY

NOT TO SCALE

'T'

'T'/2 ± 'D'/2

DETAIL C3 OR C4

D4

TYPE E -

DOWELED (CONSTRUCTION)

NOT TO SCALE

PAINT AND OIL ONE END OF

SMOOTH DOWEL 18" LONG ON 12"

CENTERS

NOTES:

A. SHADED AREA IS JOINT SEALER LOCATION

B. USE NO. 6 DOWELS FOR PAVEMENT 7" THICK AND LESS.

C. USE NO. 8 DOWELS FOR PAVEMENT 7.5"-12" THICK.

NOTES:

A. SHADED AREA IS JOINT SEALER LOCATION

NOTES:

A. SHADED AREA IS JOINT SEALER LOCATION

B. USE NO. 6 DOWELS FOR PAVEMENT 7" THICK AND LESS.

C. USE NO. 8 DOWELS FOR PAVEMENT 7.5"-12" THICK.

NOTES:

A. SHADED AREA IS JOINT SEALER LOCATION

JOINT DETAIL NOTES:

A. SEALANT RESERVOIR SIZED TO PROVIDE PROPER SHAPE FACTOR,

W/D. FIELD POURED AND PREFORMED SEALANTS REQUIRE

DIFFERENT SHAPE FACTORS FOR OPTIMUM PERFORMANCE.

B. ROD BACKUP MATERIAL MUST BE COMPATIBLE WITH THE TYPE OF

SEALANT USED AND SIZED TO PROVIDE THE DESIRED SHAPE FACTOR.

C. W = 1/2"

C-502 Joint Details

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

A:

\2

1\

.2 1\

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-A M

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O U

TH

R

AM

P

H

AN

G

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S-

PH

. 2 \0

3_ D

SG

N

\0 1_

D W

G \0

_C

IV

IL

\C -5

-T

YP

-3

8.

-8

0.

D

W G

, 9 /8

/2

4:

P

M , a be rry

So ut h R am p

H an ga rs

Ph as e

O

A C

W D

G -2

6- S

Enid Woodring Regional Airport City of Enid

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134

Parkhill, Smith & Cooper, Inc.

CA 4935

405.832.9900

C O

E Pr oj ec t N o.

A -2

3/4"

A. SHADED AREA IS JOINT SEALER LOCATION

NOTE:

DETAIL C5

NON-EXTRUDING PREMOLDED

COMPRESSIBLE MATERIAL

B1 TYPE D1 - EXPANSION JOINT

NOT TO SCALE

'T'

GYP BD CEILING

SUSPENDED METAL LATH

AND PLASTER CEILING

SUSPENDED ACOUSTICAL CEILING SYSTEM:

TYPE A

SKYLIGHT

ACCESS PANEL

CJ

CONTROL JOINT

CEILING TRACK

SUSPENDED ACOUSTICAL CEILING SYSTEM:

TYPE B

RCP LEGEND

CEILING TO BE REMOVED

CONCRETE WALL

FACE BRICK

CMU WALL

MASONRY CONTROL JOINT

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE REMOVED

NEW STUD WALL

NEW PARTIAL HEIGHT WALL

GLAZING SYSTEM

WIRE MESH OR FABRIC PARTITION

CORNER GUARD

END WALL GUARD

WALL GUARD

FLOOR PLAN LEGEND

MJ

HANDRAIL

FIRE EXTINGUISHER AND CABINET

FIRE EXTINGUISHER AND BRACKET

FURNITURE/EQUIPMENT NIC

DOWN SPOUT

FLOOR DRAIN

FD

DOOR NUMBER

WINDOW MARK

LOUVER MARK

HOLLOW METAL FRAME MARK

ALUMINUM FRAME MARK

PARTITION TYPE

FEC

FEB

DS

LV00

HM00

AL00

FINISH TAGAA

CG1

CG1

WG1

HR1

B2b

COMPACTED SOIL

UNDISTURBED SOIL

STONE/MARBLE

PLASTER OR STUCCO ON METAL LATH

STEEL

CONCRETE IN SECTION

BRICK

CMU

BATT INSULATION

ACOUSTICAL TILE

RIGID INSULATION

WOOD CONTINUOUS

WOOD DISCONTINUOUS

PLASTER, SAND OR CEMENT GROUT

POUROUS FILL, GRAVEL (CAPILLARY WATER

BARRIER PAVEMENT BASE)

TERAZZO (IN SECTION)

DETAIL LEGEND

ROOF DRAIN

OVERFLOW DRAIN

SLOPE

ROOF MOUNTED EQUIPMENT

VENT THROUGH ROOF (VTR)

SKYLIGHT

ROOF HATCH

ROOF LEGEND

RD

OD

ROOF TO BE REMOVED

# DATE DESCRIPTION

CLIENT

PROJECT NO.

Parkhill.com

/8

/2

:5

:4

A

M

01308821.80

09/05/2025

R v

Bid Set09/05/2025

City of Enid

A-001

Architectural & Interior Legends

E n id M u n ic ip a l

A ir p o rt

S o u th

R a m p

P h a s e

H a n g a rs

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

So ut h R am p

H an ga rs

Ph as e

O

A C

W D

G -2

6- S

Enid Woodring Regional Airport City of Enid

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134

Parkhill, Smith & Cooper, Inc.

CA 4935

405.832.9900

C O

E Pr oj ec t N o.

A -2

M

C1

A-201

EQ EQ EQ EQ EQ EQ EQ EQ

1 1 1

8"

CLEAR DOOR OPENING

48' - 0" EQ EQ

CLEAR DOOR OPENING

48' - 0" EQ EQ

CLEAR DOOR OPENING

48' - 0" EQ EQ

CLEAR DOOR OPENING

48' - 0"

408' - 8 3/64"

3' - 8 3/64"

428 552 552 552 552

D

A -2

B1 / A-201

HANGAR 1

HANGAR 2

HANGAR 3

HANGAR 4

428 428

B1 / A-201

A1 / A-201

C

A -2

53' - 5 19/64" 50' - 8" 50' - 8" 50' - 8" 50' - 8" 50' - 8" 50' - 8" 50' - 8"

HANGAR 5

HANGAR 6

HANGAR 7

HANGAR 8

CLEAR DOOR OPENING

48' - 0"

CLEAR DOOR OPENING

48' - 0"

CLEAR DOOR OPENING

48' - 0"

CLEAR DOOR OPENING

48' - 0"EQ EQ EQ EQ EQ EQ 1' - 4" 4 5/8"EQ EQ

861861

414 414 414 414 414 414 414 414

ALTERNATE #1

GENERAL CONSTRUCTION INFORMATION

BUILDING

PLUMBING

MECHANICAL

ELECTRICAL

FIRE

ACCESSIBILITY

IBC 2018

2010 ADA/SAD

ENERGY

OTHER

IECC 2006

IFC 2018

NEC 2023

IMC 2018

IPC 2018

APPLICABLE CODES:

CODE DATA SUMMARY

OCCUPANCY CLASSIFICATION

NFPA 409 CLASSIFICATION

BUILDING: AIRCRAFT HANGAR

GROUP S-1 LOW HAZARD STORAGE - AIRCRAFT

HANGAR (IBC SEC. 311.2)

GROUP III, CONSTRUCTION TYPE II (111) -

ACCESS DOOR HEIGHT IS LESS THAN 28 FEET

(19 FEET) AND LESS THAN 15,000 SF - TABLE 4.1.3.

CONSTRUCTION TYPE

BUILDING AREA

FIRE SUPPRESSION

BUILDING HEIGHT

ALLOWABLE HEIGHTS & AREAS

ALLOWABLE HEIGHT

ALLOWABLE AREA

EXITS REQUIRED

TYPE IIB (IBC TABLE 504.3)

5,1000 - 10,000 GSF

20' - 0"± ABOVE GRADE

NOT REQUIRED PER NFPA 409, 10.8 FIRE

PROTECTION FOR GROUP III HANGARS AND (IBC

SEC 903.2.9)

GROUP S-1 - TYPE IIIB (IBC TABLE 504.3)

55'-0" / 2 STORIES (IBC 504.4)

17,500 SF PER STORY (IBC 506.2)

ONE REQUIRED (ONE PROVIDED) - OCCUPANT

LOAD LESS THAN 30 AND 100' TRAVEL DISTANCE

MAXIMUM TO EXIT (IBC TABLE 1006.2.1)

EXIT TRAVEL DISTANCE 200 FEET MAXIMUM - S-1 WITHOUT SPRINKLER

SYSTEM (IBC TABLE 1017.2)

OCCUPANT LOADS (OL) - IBC TABLE 1004.5

HANGAR 101

FACTOR AREA LOAD

500 GR 2,500 5

1. UL ASSEMBLIES INDICATED ESTABLISH BASIS PERFORMANCE. OTHER

ASSEMBLIES MAY BE CONSIDERED AT DISCRETION OF ARCHITECT IF

EQUIVALENT PERFORMANCE IS PROVIDED. SUBSTITUTION PROPOSALS

SHALL INCLUDE CHANGES REQUIRED TO COMPONENTS OF ASSEMBLY.

2. FIRE EXTINGUISHERS, (IFC SECTION 906 AND NFPA 10; CHAPTER 6 AND

TABLE 6.2.1.1, CLASS A - LIGHT HAZARD OCCUPANCY) MAXIMUM FLOOR

AREA FOR UNIT - 11,250 SF; MAXIMUM TRAVEL DISTANCE TO

EXTINGUISHER - 75 FT.

3. CONCRETE SLAB FOUNDATION IN EACH HANGAR SHALL SLOPE 0.5%

TOWARDS DOOR FOR W ATER DRAINAGE.

GENERAL NOTES

ENVELOPE RQMTS

OPAQUE ELEMENTS

ROOF (ZONE 3A)

INSULATION ABOVE DECK R-19

WALLS ABOVE GRADE (ZONE 3A)

MASS

METAL FRAMED

R-13

DOORS (ZONE 3A)

SWINGING

NONSWINGING

U-0.70

HANGAR 102 500 GR 2,500 5

HANGAR 103 500 GR 2,500 5

HANGAR 104 500 GR 2,500 5

MINIMUM TOTAL 40

FIRE PROTECTION RQMTS (TABLE 601)

STRUCTURAL FRAME

EXTERIOR BEARING WALLS

INTERIOR BEARING WALLS

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

CORRIDORS (TABLE 1020.1)

0 HOUR(S)

CONSTRUCTION TYPE: TYPE II-B

0 HOUR(S)

0 HOUR(S)

0 HOUR(S)

0 HOUR(S)

0 HOUR(S) TYPE OF FIRE DOORS 0 HR.

0 HOUR(S) w/o SPRINKLER SYSTEM

EXTERIOR WALLS (TABLE 602)

SPRINKLED BUILDING: NO

HANGAR 105

HANGAR 106

HANGAR 107

HANGAR 108 - ALTERNATE #1

500 GR

500 GR

500 GR

500 GR

2,500

2,500

2,500 2,500

GFCI/48" GFCI/48"

GFCI/48"

21 20

20 20

GFCI/48" GFCI/48"

GFCI/48"

21 20

20 20

GFCI/48" GFCI/48"

GFCI/48"

21 20

20 20

GFCI/48" GFCI/48"

GFCI/48"

21 20

20 20

GFCI/48" GFCI/48"

GFCI/48"

21 20

20 20

GFCI/48" GFCI/48"

GFCI/48"

21 20

20 20

GFCI/48" GFCI/48"

GFCI/48"

21 20

20 20

GFCI/48" GFCI/48"

GFCI/48"

21 20

20 20

861 861 861 861

9 9 9 9 9 9 9 9

9 9 9 9 9 9 9 9

861 861 861 861 861 861 861

LIGHTING AND POW ER SCHEDULE

DUPLEX OUTLETS TO BE

MOUNTED AT 48" AFF.

LED LIGHT FIXTURE, CHAIN MOUNTED AND SUSPENDED FROM STEEL

STRUCTURE ABOVE AT 14'-0" AFF MINIMUM, TYPICAL. BASIS OF DESIGN

LITHONIA LIGHTING LED LOW BAY FIXTURES, MODEL # XIB L24 10000LM

FRGL MVOLT GZ10 50K 80CRI

861 EXTERIOR LED WALL PACK WITH PHTOCELL AND MOTION SENSOR,

MOUNT AT 16'-6" AFF ON BUILDING. BASIS OF DESIGN LITHONIA LIGHTING

LED WALL PACK, MODEL #TWP-LED-700-40K-T3M-MVOLT

LED LIGHT FIXTURE WITH BATTERY BACKUP, CHAIN MOUNTED AND

SUSPENDED FROM STEEL STRUCTURE ABOVE AT 14'-0" AFF MINIMUM,

TYPICAL. BASIS OF DESIGN LITHONIA LIGHTING LED LOW BAY FIXTURES,

MODEL # XIB L24 10000LM FRGL MVOLT GZ10 50K 80CRI

# DATE DESCRIPTION

CLIENT

PROJECT NO.

Parkhill.com

/8

/2

:5

:4

A

M

01308821.80

09/05/2025

R v

Bid Set09/05/2025

City of Enid

A-101

Floor Plan

E n id M u n ic ip a l

A ir p o rt

S o u th

R a m p

P h a s e

H a n g a rs

1/16" = 1'-0"A1

ANNOTATED FLOOR PLAN

AS INDICATED BY: #

KEY NOTES

1 PARTITION WALL CONSTRUCTED OF Z GIRTS WITH GALVALUME 26 GA

PANEL ON ONE SIDE

2 200 A 120/240V PANEL

3 REINSTALL AND REUSE EXISTING METER AND ELECTRICAL SERVICE.

COORDINATE ALL REQUIREMENTS WITH POWER COMPANY.

4 50A 240V (NEMA 14-50) RECEPTACLE WITH EXTERIOR RATED COVER, ON

EXTERIOR OF HANGAR

9 3 WAY SWITCH FOR LIGHTING

10 2 HOUR FIRE RATED PARTITION (METAL STUD PARTITION WITH 2 LAYERS OF

5/8" GYP BOARD ON EITHER SIDE) TO UNDERSIDE OF DECK.

20 LED LIGHT FIXTURE, CHAIN MOUNTED AND SUSPENDED FROM STEEL

STRUCTURE ABOVE AT 14'-0" AFF MINIMUM, TYPICAL. BASIS OF DESIGN

LITHONIA LIGHTING LED LOW BAY FIXTURES, MODEL # XIB L24 10000LM

FRGL MVOLT GZ10 50K 80CRI

21 LED LIGHT FIXTURE WITH BATTERY BACKUP, CHAIN MOUNTED AND

SUSPENDED FROM STEEL STRUCTURE ABOVE AT 14'-0" AFF MINIMUM,

TYPICAL. BASIS OF DESIGN LITHONIA LIGHTING LED LOW BAY FIXTURES,

MODEL # XIB L24 10000LM FRGL MVOLT GZ10 50K 80CRI

414 3'-0" X 7'-0" STEEL STANDARD WALK THROUGH DOOR WITH 2" METAL FRAME,

HMPF, HARDWARE TO INCLUDE 1 1/2" PR HINGES, LOCKSET, CLOSER, DOOR

BOTTOM, SWEEP, AND WEATHERSTRIPPING, PAINT TO MATCH METAL WALL

PANELS. REFER TO DETAILS D4/A-201, C4/A-201, AND C5/A201.

428 SCHWEISS BI-FOLD HANGAR DOOR WITH STANDARD HEIGHT WALK DOOR.

DOOR SUPPLIER TO PROVIDE ALL DOOR OPERATION AND SAFETY

HARDWARE REQUIRED. CLEAR DIMENSIONS SHOWN ON PLAN AND

ELEVATIONS. CONTRACTOR TO PROVIDE ALL ADDITIONAL STRUCTURAL

SUPPORTS REQUIRED. OWNER TO VERIFY LOCATION OF CONTROLS. CLEAR

HEIGHT SPECIFIED FOR DOOR WHEN IN OPEN POSITION SHALL CONTROL

OVER ANY OTHER DIMENSION.

552 FEB

861 EXTERIOR LED WALL PACK WITH PHOTOCELL AND MOTION SENSOR, MOUNT

AS SHOWN ON ELEVATIONS, BASIS OF DESIGN LITHONIA LIGHTING LED

WALL PACK, MODEL #TWP-LED-700-40K-T3M-MVOLT

1/16" = 1'-0"C1

REFLECTED CEILING PLAN

GENERAL NOTES

A. ANY ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED BY THE

CONTRACTOR SHALL BE REPORTED PROMPTLY TO THE ARCHITECT OR

ENGINEER AS REQUEST FOR INFORMATION.

B. VERIFY ALL DIMENSIONS, CONDITIONS AND GRADES AT JOB SITE PRIOR

TO COMMENCING WORK.

C. ALL WORK SHALL COMPLY WITH FEDERAL, STATE AND LOCAL BUILDING

CODES AND REGULATIONS.

D. CONTRACTOR SHALL COORDINATE AND OBTAIN ALL BUILDING PERMITS

REQUIRED FOR CONSTRUCTION AND CERTIFICATES OF OCCUPANCY.

E. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL

EXISTING UTILITES WHEATHER INDICATED ON PLANS OR NOT, AND TO

PROTECT THEM FROM DAMAGE.

F. DURING CONSTRUCTION, AND PRIOR TO THE INCORPORATION OF ANY

CHANGES, REVISIONS, MODIFICATIONS AND/OR DEVIATIONS FROM THE

CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL BRING TO THE

ATTENTION OF THE ARCHITECT AND OBTAIN APPROVAL FROM THE

GOVERNING BUILDING OFFICIAL BEFORE PROCEEDING WITH THE WORK.

G. ALL MATERIALS SHALL BE INSTALLED PER MANUFACTURER'S

INSTRUCTIONS/SPECIFICATIONS.

H. REFER TO CIVIL SHEETS FOR SITE PAVING.

I. VERIFY DIMENSIONS WITH METAL BUILDING SUPPLIERS.

J. LOW-ENERGY BUILDINGS SHALL BE EXEMPT FROM THE BUILDING

THERMAL ENVELOPE PREVISIONS OF SECTION IECC 2015-C402.

K. ALL DIMENSIONS ARE TO OUTSIDE FACE OF Z-GIRT, OUTSIDE FACE OF

STEEL, FACE OF SLAB, OR CENTERLINE OF STRUCTURE UNO.

L. FINISH FLOOR DATUM ELEVATION = 100'-0". REFER TO CIVIL DRAWINGS

FOR ACTUAL ELEVATION.

GENERAL NOTES

A. DIMENSIONS ARE TO OUTSIDE FACE OF Z-GIRT, OUTSIDE FACE OF

STEEL, FACE OF SLAB, OR CENTERLINE OF STRUCTURE UNO.

B. ROOF TO INCLUDE INSULATION PER SPECS AND VAPOR BARRIER TO

PREVENT CONDENSATION.

C. PROVIDE GCFI RECEPTACLE AND MOUNT 48" AFF. (TYP)

D. ENTIRE ELECTRICAL SYSTEM SHALL MEET NEC ARTICLE 513 - AIRCRAFT

HANGARS. ALL UNDERGROUND ELECTRICAL CONDUITS LOCATED BELOW

THE SLAB SHALL BE CLASSIFIED AS CLASS 1, DIVISION 1.

E. PROVIDE DEDICATED NEUTRAL WIRE FOR ALL 120V OR 277V BRANCH

CIRCUITS. NO MULTI-WIRE BRANCH CIRCUITS SHALL BE ALLOWED.

F. REFER TO SHEET A-002 FOR INTERIOR PARTITION SCHEDULE

- RCP

NORTH

- FLOOR PLAN

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

So ut h R am p

H an ga rs

Ph as e

O

A C

W D

G -2

6- S

Enid Woodring Regional Airport City of Enid

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134

Parkhill, Smith & Cooper, Inc.

CA 4935

405.832.9900

C O

E Pr oj ec t N o.

A -2

1ST FF EL

100' - 0"

TOP OF ROOF

120' - 0"

450458

414 414 414 414 414 414 414 414458 458458458458458458458

861 861 861 861 861 861 861

1ST FF EL

100' - 0"

TOP OF ROOF

120' - 0"

428 428 428 428

48' - 0"

861 861 861 861 450450270 861 861 861 861

428 428 428 428

CLEAR OPENING

1ST FF EL

100' - 0"

TOP OF ROOF

120' - 0"

861 450

1" / 1'-0"

1ST FF EL

100' - 0"

TOP OF ROOF

120' - 0"

450 861270

1" / 1'-0"

W ALL GIRTS, REFER TO

STRUCTURAL STEEL DRAWINGS

FOR SIZE AND SPACING

METAL WALL PANEL

CLOSURE PIECE

AND J-TRIM AT BASE

CONCRETE SLAB

AND FOOTING;

REF STRUCT

METAL ROOF PANEL

2" x 2" STEEL ANGLE

ANCHHORED TO SLAB AT

36" O.C., PRIMED AND

PAINTED FINISH

VINYL INSULATION

1ST FF EL

100' - 0"

TOP OF ROOF

120' - 0"

1 1/2" INTERIOR LINEAR

PANEL W/ TRIM BY PEMB

GIRT AND HEADER

BY PEMB

PREFINISHED METAL

WALL PANEL

COVER TRIM BY PEMB

METAL TRIM w/

DRIP BY PEMB

HM FRAME AS SCHED

DOOR AS SCHED

1 1/2" INTERIOR LINEAR

PANEL W/ TRIM BY PEMB

JAMB CHANNELS,

EXTEND FROM TOP OF

FOUNDATION TO

BOTTOM OF GIRT

PREFINISHED METAL

WALL PANEL

COVER TRIM BY PEMB

METAL JAMB TRIM

w/ BY PEMB

HM FRAME AS SCHED

DOOR AS SCHED

JAMB ANCHORS AS

REQUIRED

COVER TRIM

JAMB FLASHING

HM FRAME AS SCHED

DOOR AS SCHED

DOOR BOTTOM AND

THRESHOLD AS SCHED

# DATE DESCRIPTION

CLIENT

PROJECT NO.

Parkhill.com

/8

/2

:5

:4

A

M

01308821.80

09/05/2025

R v

Bid Set09/05/2025

City of Enid

A-201

Exterior Elevations & Wall Sections

E n id M u n ic ip a l

A ir p o rt

S o u th

R a m p

P h a s e

H a n g a rs

AS INDICATED BY: #

KEY NOTES

3 REINSTALL AND REUSE EXISTING METER AND ELECTRICAL SERVICE.

COORDINATE ALL REQUIREMENTS WITH POWER COMPANY.

4 50A 240V (NEMA 14-50) RECEPTACLE WITH EXTERIOR RATED COVER, ON

EXTERIOR OF HANGAR

270 MTL PANEL SYSTEM BY METAL BUILDING SUPPLIER, COLOR: AS SELECTED

BY ARCHITECT

414 3'-0" X 7'-0" STEEL STANDARD WALK THROUGH DOOR WITH 2" METAL FRAME,

HMPF, HARDWARE TO INCLUDE 1 1/2" PR HINGES, LOCKSET, CLOSER, DOOR

BOTTOM, SWEEP, AND WEATHERSTRIPPING, PAINT TO MATCH METAL WALL

PANELS. REFER TO DETAILS D4/A-201, C4/A-201, AND C5/A201.

428 SCHWEISS BI-FOLD HANGAR DOOR WITH STANDARD HEIGHT WALK DOOR.

DOOR SUPPLIER TO PROVIDE ALL DOOR OPERATION AND SAFETY

HARDWARE REQUIRED. CLEAR DIMENSIONS SHOWN ON PLAN AND

ELEVATIONS. CONTRACTOR TO PROVIDE ALL ADDITIONAL STRUCTURAL

SUPPORTS REQUIRED. OWNER TO VERIFY LOCATION OF CONTROLS. CLEAR

HEIGHT SPECIFIED FOR DOOR WHEN IN OPEN POSITION SHALL CONTROL

OVER ANY OTHER DIMENSION.

450 METAL ROOFING BY METAL BUILDING SUPPLIER, COLOR: AS SELECTED BY

ARCHITECT

458 MTL GUTTER ON LOW SIDE OF ROOF WITH DOWNSPOUTS, TYPICAL, 4 ON

EACH SIDE OF BUILDING WHERE GUTTER IS PRESENT WITH 48'X24"

CONCRETE SPLASH BLOCKS CLEAR OF DOOR AND CONCRETE PADS

861 EXTERIOR LED WALL PACK WITH PHOTOCELL AND MOTION SENSOR, MOUNT

AS SHOWN ON ELEVATIONS, BASIS OF DESIGN LITHONIA LIGHTING LED

WALL PACK, MODEL #TWP-LED-700-40K-T3M-MVOLT

1/16" = 1'-0"A1

W EST ELEVATION

1/16" = 1'-0"B1

EAST ELEVATION

1/8" = 1'-0"D2

NORTH ELEVATION

1/8" = 1'-0"C2

SOUTH ELEVATION

1/2" = 1'-0"C1

W ALL SECTION

1/8" = 1'-0"B2

BUILDING SECTION

1 1/2" = 1'-0"D4

HEAD DETAIL

1 1/2" = 1'-0"C4

JAMB DETAIL

1 1/2" = 1'-0"C5

SILL DETAIL

O

R A

S R

E Q

U

IR

E D

T O

P R

O V

ID

E

S P

E C

IF

IE

D C

L E

A R

H E

IG

H

T

W H

E N

D O

O R

I S

O P

E N

C

L E

A R

W H

E N

D O

O R

IS

I

N O

P E

N P

O S

IT

IO

N

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

So ut h R am p

H an ga rs

Ph as e

O

A C

W D

G -2

6- S

Enid Woodring Regional Airport City of Enid

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134

Parkhill, Smith & Cooper, Inc.

CA 4935

405.832.9900

C O

E Pr oj ec t N o.

A -2