WDG_ConstructTaxilane_Plans.pdf

PDF 8 MB Posted Aug 22, 2024

Attached to: Enid Woodring Regional Airport Construct Taxilane
Solicitation number: A-2401
Issued by: Garfield County, Eakly Town, Oklahoma

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Written by GovTribe AI · Apr 10, 2025

These are construction plans for the Construct Taxilane project at Enid Woodring Regional Airport in Enid, Oklahoma, prepared by Parkhill Engineering in August 2024. The project involves constructing a new taxilane (TDG2A) at the airport, with a total length of approximately 677 linear feet. The project includes demolition of existing asphalt pavement, removal of existing taxiway lights, installation of new concrete pavement, grading, erosion control, and associated infrastructure improvements. The contract is funded through AIP No. 3-40-0028-035-2024 and ODAA WDG-25-FS, with a total project duration of 60 working days.

The project involves extensive site preparation, including 4,268 cubic yards of excavation, 13 cubic yards of embankment, and removal and replacement of 3,781 cubic yards of topsoil. The pavement will be constructed with 6-inch P-501 concrete on a 6-inch crushed aggregate base course and 10-inch lime-stabilized subgrade. The design includes specific requirements for joint layout, erosion control, and pavement marking. The taxilane will have a 35-foot width, with 12.5-foot safety areas on each side, and will be designed to match existing taxiway elevations and meet FAA design standards for Taxiway Design Group 2A aircraft.

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ADDM1.pdf	PDF	Aug 22, 2024
WDG_ConstructTaxilane_ProjectManual.pdf	PDF	Aug 22, 2024

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14101 Wireless Way Suite 350 Oklahoma City, OK 73134 405.832.9900

August 2024

City of Enid, Oklahoma

AIP No. 3-40-0028-035-2024

ODAA WDG-25-FS

Enid Woodring Regional Airport (WDG) Construct Taxilane

G-001 Cover Sheet

LOCATION MAP

40 40

TULSA 412

OKLAHOMA CITY

Enid Woodring Regional Airport

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

1 2 3 4 5

.2 1\

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Enid Woodring Regional Airport City of Enid 1026 South 66th Street Enid, OK 73701

B0-3088.21

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134 405.832.9900

Parkhill

CA 4935

27986

CRAIG W.

BOYER

E N

ROFESS I ONAL

ENG

O K L A H O MA

00/00/00

Sheet List Table

SHEET

NUMBER SHEET TITLE

General

G-001 Cover Sheet

G-002 Bid Items & Notes

G-003 Construction Safety Plan Notes & Details

G-004 Construction Safety Plan

Civil

C-101 Demolition Plan

C-102 Site Plan

C-103 Grading Plan

C-104 Cross Section Sheet 1

C-105 Cross Section Sheet 2

C-106 Joint Layout Sheet

C-107 Marking Layout Sheet

C-108 Erosion Control Plan

C-501 Typical Pavement Sections

C-502 Concrete Joint Details

ODOT

R-34 Concrete Drop Inlets http://www.parkhill.com/

G-002 Bid Items & Notes

BID ITEM NOTES:

1. THE CONTRACTOR SHALL ESTABLISH, PROVIDE, AND MAINTAIN AN EFFECTIVE CONTRACTOR QUALITY CONTROL

PROGRAM (CQCP) THAT DETAILS THE METHODS AND PROCEDURES THAT WILL BE TAKEN TO ASSURE THAT ALL MATERIALS AND COMPLETED CONSTRUCTION REQUIRED BY THIS CONTRACT CONFORM TO CONTRACT PLANS, TECHNICAL SPECIFICATIONS AND OTHER REQUIREMENTS, WHETHER MANUFACTURED BY THE CONTRACTOR, OR PROCURED FROM SUBCONTRACTORS OR VENDORS. THE CONTRACTOR SHALL NOT BEGIN ANY CONSTRUCTION OR PRODUCTION OF MATERIALS TO BE INCORPORATED INTO THE COMPLETED WORK UNTIL THE CQCP HAS BEEN REVIEWED AND APPROVED BY THE PROJECT ENGINEER. NO PARTIAL PAYMENT WILL BE MADE FOR MATERIALS SUBJECT TO SPECIFIC QUALITY CONTROL (QC) REQUIREMENTS UNTIL THE CQCP HAS BEEN REVIEWED AND APPROVED.

2. 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.

3. 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 SPECS.

4. PRICE BID SHALL INCLUDE THE FULL DEPTH REMOVAL OF EXISTING PAVEMENT, ALL NECESSARY SAW CUTTING, AND

DISPOSAL OF REMOVED MATERIAL OFF AIRPORT PROPERTY.

5. PRICE BID SHALL INCLUDE UNCLASSIFIED EXCAVATION AND EMBANKMENT TO COMPLETE THE GRADING AND DRAINAGE OF THIS PROJECT AS SHOWN ON THE PLANS. CONTRACTOR SHALL VERIFY AND AGREE TO EARTHWORK QUANTITIES BEFORE BEGINNING WORK. SEE GRADING PLAN FOR ADDITIONAL INFORMATION EXCESS EARTH CAN BE WASTED ON

AIRPORT PROPERTY IN MANNER AND LOCATION AS DETERMINED BY ENGINEER.

6. SOIL STABILIZATION SHALL CONSIST OF 6% LIME BY WEIGHT. THE UNIT WEIGHT OF EXISTING SOIL SHALL BE OBTAINED

BY CONTRACTOR PRIOR TO STABILIZATION EFFORTS.

7. PRICE BID SHALL BE FOR BLACK WATERBORNE PAINT WITHOUT REFLECTIVE MEDIA AS SHOWN ON THE PLANS.

8. PRICE BID SHALL BE FOR YELLOW WATERBORNE PAINT WITH REFLECTIVE MEDIA AS SHOWN ON THE PLANS.

9. PRICE BID SHALL INCLUDE ALL MATERIALS, HARDWARE, AND LABOR TO INSTALL DRAINAGE JUNCTION BOX AS SHOWN

ON PLANS. FLOWLINE ELEVATIONS OF EXISTING PIPES TO BE VERIFIED BY CONTRACTOR PRIOR TO FABRICATION OF STRUCTURE. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. PRICE BID SHALL INCLUDE THE REMOVAL AND DISPOSAL OF STORM SEWER PIPE, STRUCTURES AND RELATED ITEMS AS SHOWN ON THE PLANS.

CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT NO SILT ENTERS EXISTING STORM SEWER SYSTEM. ANY DAMAGE TO THE EXISTING STORM SEWER SYSTEM THAT REMAINS SHALL BE REPAIRED BY THE

CONTRACTOR TO THE SATISFACTION OF THE ENGINEER, AT NO ADDITIONAL COST.

10. ALL DISTURBED AREAS WITHIN THE GRADING LIMITS THAT DO NOT RECEIVE SOD, SHALL BE SPRIGGED. PRICE BID INCLUDES 10-20-10 FERTILIZER APPLIED AT RATE OF 1,000 LBS PER ACRE AND WATERING UNTIL ESTABLISHED.

11. 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.

12. PRICE BID INCLUDES REMOVAL, STOCKPILING AND REDISTRIBUTION OF 8" OF TOPSOIL TO FINAL GRADE. CONTRACTOR SHALL VERIFY AND AGREE TO EARTHWORK QUANTITIES BEFORE BEGINNING WORK. ITEM SHALL BE PAID AT PLAN

QUANTITY.

13. PRICE BID SHALL INCLUDE ALL MATERIAL, HARDWARE, EQUIPMENT, AND LABOR NECESSARY TO CONSTRUCT, INSTALL, RELOCATE AS NECESSARY THROUGHOUT PROJECT, AND REMOVE LOW PROFILE FLAG AND FLASHER BARRICADES AS

SHOWN ON THE PLANS.

14. PRICE BID SHALL INCLUDE THE REMOVAL AND DISPOSAL OF TAXIWAY LIGHT FIXTURES, CONCRETE BASES, STAKES, AND ISOLATION TRANSFORMERS. ALL REMOVED TAXIWAY LIGHTS TO BE DELIVERED TO THE AIRPORT MANAGER UNDAMAGED. (THE EXISTING CIRCUIT IS NOT OPERATIONAL, THUS NO RECONNECTION IS REQUIRED.

SUMMARY OF BID QUANTITIES

BASE BID

BID

ITEM SPEC No. DESCRIPTION NOTE

REF # PLAN QUANTITY

UNIT

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

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Enid Woodring Regional Airport City of Enid 1026 South 66th Street Enid, OK 73701

B0-3088.21

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134 405.832.9900

Parkhill

CA 4935

27986

CRAIG W.

BOYER

E N

ROFESS I ONAL

ENG

O K L A H O MA

00/00/00

1 C-100 CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) [1] 1 LS

2 C-102 TEMPORARY AIR AND WATER POLLUTION, SOIL EROSION AND SILTATION CONTROL [2] 1 LS

3 C-105 MOBILIZATION [3] 1 LS

4 P-101-5.1 PAVEMENT REMOVAL [4] 150 SY

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

6 P-155-8.1 LIME TREATED SUBGRADE COURSE, 10 INCH THICK [6] 3,400 SY

7 P-155-8.2 HYDRATED LIME MATERIAL USED IN LIME TREATED SUBGRADE COURSE 85 TON

8 P-209-5.1 CRUSHED AGGREGATE BASE COURSE, 6 INCH THICK 3,400 SY

9 P-501-8.1 6" P.C. CONCRETE SURFACE COURSE 3,230 SY

10 P-620-5.1 NON-REFLECTIVE MARKING (BLACK) [7] 700 SF

11 P-620-5.2 REFLECTIVE MARKING (WITH GLASS BEADS) [8] 390 SF

12 D-751-5.1 INLET PLACED INTO EXISTING STORM SEWER LINE [9] 1 EA

13 T-903-5.1 SPRIGGING [10] 3 ACRE

14 T-904-5.1 SOLID SLAB SODDING AND WATERING UNTIL ESTABLISHED [11] 3,530 SY

15 T-905-5.1 TOPSOIL OBTAINED FROM PROJECT SITE, REMOVE AND REPLACE [12] 1 LS

16 SPECIAL LOW PROFILE AIRCRAFT BARRICADES [13] 1 LS

17 SPECIAL REMOVE STAKE-MOUNTED TAXIWAY LIGHT AND PERFORM MISC. ELECTRICAL DEMO [14] 1 LS

G-003

Construction Safety Plan Notes & Details

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

1 2 3 4 5

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:4 6:

M , t sc he lle r

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Enid Woodring Regional Airport City of Enid 1026 South 66th Street Enid, OK 73701

B0-3088.21

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134 405.832.9900

Parkhill

CA 4935

27986

CRAIG W.

BOYER

E N

ROFESS I ONAL

ENG

O K L A H O MA

00/00/00

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.

B4 CHECKERED VEHICLE FLAG

NOT TO SCALE

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, RESIDENT PROJECT

REPRESENTATIVE, ENGINEER, ETC. MAY ORDER THE CONTRACTOR TO SUSPEND

OPERATIONS, MOVE PLANT, 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 OPERATOR, 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 OPERATOR, 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 ARE NOT AFFECTED BV THIS PROJECT.

4. RUNWAY AND TAXIWAY SAFETY AREA:

· THIS PROJECT WILL REQUIRE CONSTRUCTION IN THE TAXIWAY SAFETY AREA.

DURING THIS PROJECT THE TAXIWAY WILL BE CLOSED.

5. MARKING AND LIGHTING FOR TEMPORARY THRESHOLDS:

· TEMPORARY THRESHOLD MARKING AND LIGHTS ARE NOT REQUIRED.

6. CLOSED RUNWAY MARKING AND LIGHTING:

· CLOSED RUNWAY MARKING IS NOT REQUIRED.

7. HAZARDOUS AREA MARKING AND LIGHTING:

· AVIATION BARRICADES PER DETAIL B2/G-003, LOCATED AS SHOWN ON

CONSTRUCTION SAFETY PLAN.

8. TEMPORARY LIGHTING AND MARKING:

· NO TEMPORARY LIGHTING OR MARKING REQUIRED.

9. NAVIGATIONAL AIDS:

· THIS PROJECT LOCATION IS NOT KNOWN TO AFFECT NAVIGATIONAL AIDS.

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.

8' MINIMUM

FLASHING RED

CAUTION LIGHT

SECURED TO

BARRICADE

REFLECTIVE

ORANGE AND

WHITE STRIPES @

45° SLANTHIGH 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.

B2 LOW PROFILE AVIATION BARRICADE

NOT TO SCALE

10' MAX

BETWEEN LIGHTS

CONTRACTOR ACCESS ROUTE

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INSTALL LOW PROFILE FLASHER BARRICADES

ENID WOODRING MUNICIPAL

S 66TH

RUNWAY 13-31

RUNWAY 17-35

CONSTRUCTION LIMITS

CONTRACTOR

STAGING AREA

LIGHTING VAULT

TOP SOIL

STOCKPILE AREA

G-004

Construction Safety Plan

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

CONSTRUCTION LIMITS

LEGEND

0 150' 300'

CONTRACTOR ACCESS ROUTE

LOW PROFILE FLASHER BARRICADE

1. THE ENTIRE PROJECT SHALL BE COMPLETED IN 60 WORKING DAYS.

LIQUIDATED DAMAGES OF $1,450/CALENDAR DAY SHALL BE CHARGED AFTER

TOTAL CONTRACT WORKING DAYS HAVE EXPIRED.

2. CONTRACTOR SHALL INSTALL LOW PROFILE BARRICADES AS SHOWN.

RUNWAY 13/31 WILL BE OPEN TO TRAFFIC DURING CONSTRUCTION.

3. RUNWAY 13/31 WILL BE OPEN FOR THE DURATION OF THIS PROJECT.

AIRCRAFT TAKEOFF FROM RUNWAY 31 WILL BE ON A BACK-TAXI BASIS

UNLESS COORDINATED OTHERWISE BY THE AIRPORT OPERATOR AND

ENGINEER.

4. THIS PROJECT SHALL BE COMPLETED AS A SINGLE PHASE.

CONTRACTOR STAGING AREA

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

1 2 3 4 5

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Enid Woodring Regional Airport City of Enid 1026 South 66th Street Enid, OK 73701

B0-3088.21

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134 405.832.9900

Parkhill

CA 4935

27986

CRAIG W.

BOYER

E N

ROFESS I ONAL

ENG

O K L A H O MA

00/00/00

TOFAx EXISTING TAXIWAY OBJECT FREE AREA

EUGx EXISTING UNDERGROUND ELECTRICAL, DO NOT DISTURB!

EXISTING CONCRETE

EXISTING ASPHALT

EXISTING BUILDINGS

EXISTING AIRFIELD LIGHTING, DO NOT DISTURB!

PROJECT NOTES:

TOP SOIL STOCKPILE AREA

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REMAIN, DO NOT DISTURB!

EXISTING TAXIWAY LIGHT TO

REMAIN, DO NOT DISTURB!

EXISTING STORM WATER

INLET, DO NOT DISTURB!

EXISTING STORM WATER

INLET, DO NOT DISTURB!

EXISTING STORM

WATER INLET, DO NOT

DISTURB!

SAW CUT NEAT LINE

EXISTING SIGN AND GAS LINE

UNDERGROUND, DO NOT DISTURB!

EXISTING WATER VALVE

& , DO NOT DISTURB!

N = 501903.91 E = 2032382.37

N = 501790.36 E = 2032496.50

N = 501795.84 E = 2032501.95

N = 501909.57 E = 2032388.00

2 2

C-101 Demolition Plan

EXISTING TAXIWAY LIGHT TO BE REMOVED

BEFORE

YOU DIG

DEMOLITION KEYED NOTES

AS INDICATED BY:

1. REMOVE EXISTING ASPHALT. CUT NEAT LINE 12" OUTSIDE NEW

CONCRETE PAVEMENT TIE-IN.

2. REMOVE EXISTING STAKE-MOUNTED TAXIWAY LIGHTS AND ABANDON

CIRCUIT WIRING AND COUNTERPOISE IN PLACE. EXISTING TAXIWAY

CIRCUIT IS NONFUNCTIONAL AND WILL BE REBUILT IN FUTURE PROJECT.

CONTRACTOR TO VERIFY CIRCUIT IS DE-ENERGIZED. IF TAXIWAY

CIRCUIT OR COUNTERPOISE IS EXCAVATED DURING PAVING WORK,

THESE ABANDONED LINES MAY BE CUT AT PAVING EDGES.

3. REMOVE EXISTING 54" REINFORCED CONCRETE PIPE TO ALLOW

CONSTRUCTION OF NEW STORM INLET. SEE SITE PLAN.

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

1 2 3 4 5

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Enid Woodring Regional Airport City of Enid 1026 South 66th Street Enid, OK 73701

B0-3088.21

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134 405.832.9900

Parkhill

CA 4935

27986

CRAIG W.

BOYER

E N

ROFESS I ONAL

ENG

O K L A H O MA

00/00/00

LEGEND

EXISTING CONCRETE

EXISTING ASPHALT

EXISTING BUILDINGS

EXISTING AIRFIELD LIGHTING, DO NOT DISTURB!

0 50' 100'

ASPHALT PAVEMENT TO BE REMOVED

TOFAx EXISTING TAXIWAY OBJECT FREE AREA

EUGx

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CIRCUIT TO BE ABANDONED

EXISTING GAS LINE, DO NOT DISTURB!Gx

EXISTING STORM DRAIN, DO NOT DISTURB!SDx

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AutoCAD SHX Text CALL OKIE (800) 522-6543 (800) 522-6543 (2 WORKING DAYS BEFORE YOU DIG & EVERY 10 DAYS DURING CONSTRUCTION)

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SDx SDx SDx SDx SDx SDx SDx

SDx SDx

SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx

EXISTING STORM

WATER INLET, DO NOT

DISTURB!

158.99'

343.37'

EXISTING STORM

WATER INLET, DO NOT

DISTURB!

EXISTING STORM

WATER INLET, DO NOT

DISTURB!

N = 502285.29 E = 2032900.05

N = 502309.97 E = 2032875.24

N = 501949.08 E = 2032565.55

N = 501947.67 E = 2032566.97

N = 501975.18 E = 2032539.32

N = 501973.76 E = 2032540.74

N = 501881.34 E = 2032505.01

N = 501800.53 E = 2032505.21

N = 501840.88 E = 2032481.84N = 501889.50

E = 2032432.97

N = 501912.88 E = 2032473.31

N = 502152.59 E = 2032146.84

N = 501912.67 E = 2032392.50

C.P. # 101

C.P. # 111

C.P. # 110

B.M. # 11

N = 501903.91 E = 2032383.79 N = 501791.77

E = 2032496.50

EXISTING SIGN AND ELECTRICAL

UNDERGROUND, DO NOT

DISTURB!

EXISTING WATER

VALVE & , DO NOT

DISTURB!

EXISTING TAXIWAY

LIGHTS TO REMAIN

EXISTING TAXIWAY

LIGHTS TO REMAIN

N = 501855.35 E = 2032539.16

PROPOSED NEW STORM

INLET, SEE NOTE 4

SDx SDx SDx SDx SDx SDx SDx SDx

45.02' 12.09' 45.03'12.13'

90.72' 45.02'

24.45' 12.36'

12.36' 17.6'

35'2' 2'

158.99'

12" PATCH (SEE DETAIL

C2 ON SHEET C-501

12"

C-102 Site Plan

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

1 2 3 4 5

.2 1\

B0 _W

D G

_A M

.1 1_

C O

R U

C T_

N \0

1_ D

W G

-1

-S

-B 0-

.2 1.

D W

G , 8

/2 1/

, t sc he lle r

C on st ru ct T ax ila ne

Enid Woodring Regional Airport City of Enid 1026 South 66th Street Enid, OK 73701

B0-3088.21

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134 405.832.9900

Parkhill

CA 4935

27986

CRAIG W.

BOYER

E N

ROFESS I ONAL

ENG

O K L A H O MA

00/00/00

0 50' 100'

C4 TAXILANE TDG2A DIMENSION DETAIL

1" = 30'

SURVEY CONTROL

ON-SITE HORIZONTAL AND VERTICAL CONTROL

POINT # NORTHING EASTING ELEVATION DESCRIPTION SHOWN OR NOT SHOWN

CP #101 502188.45 2032226.64 1155.68 #4 BAR W/LEMKE CAP NOT SHOWN

CP #110 501855.81 2032598.34 1158.16 #4 BAR W/LEMKE CAP NOT SHOWN

ON-SITE VERTICAL CONTROL

BM #10 503219.04 2032219.14 1159.14 BM CUT X NOT SHOWN

HORIZONTAL CONTROL DATUM: OKLAHOMA STATE PLANE COORDINATES NAD83 (2011) NORTH ZONE 3501

VERTICAL CONTROL DATUM: NAVD88 TIED TO EXISTING AIRPORT CONTROL POINTS

PROPOSED NEW STORM INLET ON EXISTING PIPE

LEGEND

TOFAx EXISTING TAXIWAY OBJECT FREE AREA

EUGx EXISTING UNDERGROUND ELECTRICAL, DO NOT DISTURB!

PROPOSED CONCRETE

EXISTING CONTROL POINT

EXISTING BENCHMARKS

EXISTING CONCRETE

EXISTING ASPHALT

EXISTING BUILDINGS

EXISTING AIRFIELD LIGHTING, DO NOT DISTURB!

EXISTING GAS LINE, DO NOT DISTURB!Gx

EXISTING STORM DRAIN, DO NOT DISTURB!SDx

0 30' 60'

SITE PLAN NOTES

1. PROPOSED TAXIWAY TO MATCH EXISTING TAXIWAY ELEVATIONS.

2. EXISTING TAXIWAY OBJECT FREE AREA SHOWN ON SHEET TO SHOW

CONSTRUCTION LIMITS.

3. DETAILED DIMENSIONS FOR TAXIWAY FILLETS SEE DETAIL C4 ON THIS

SHEET.

4. INSTALL NEW STORM SEWER INLET ON EXISTING 54" REINFORCED

CONCRETE PIPE (RCP). NEW GRATE AREA SHALL BE MINIMUM 25SF.

GRATE AND CATCH BASIN SHALL BE RATED FOR MINIMUM 15,000lbs

LOAD. EXISTING PIPE FLOWLINE ELEVATION IS APPROXIMATELY 1147.12.

TOP OF NEW GRATE ELEVATION SHALL BE 1155.00. CUT, REMOVE AND

RESET EXISTING PIPE TO ALLOW NEW INLET.

A3 TAXILANE TDG2A PATCH LOCATION

1" = 30'

0 30' 60'

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text W

AutoCAD SHX Text V

AutoCAD SHX Text H

AutoCAD SHX Text B

AutoCAD SHX Text H

AutoCAD SHX Text B

PROFILE VIEW: TAXILANE PROFILE

0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+77

SLOPE = -0.23%

SLOPE = 0.82%

SLOPE = 0.40%

67 VP

50' V.C.

+7 5.

I S

- 0

.0 3)

110' V.C.

+6 2.

I S

=0 +2

O N

C R

C O

N C

L O

O M

R N

W Y

-3

EXISTING GAS LINE, CONTRACTOR TO

VERIFY DEPTH PRIOR TO CONSTRUCTION

EXISTING GROUND AT CENTERLINE

NEW CENTERLINE

G x

FAx

G x

SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx

.25

.50

.75

.25

.50

1156.75

1157.25

1157.50

1157.75

.25

1157.50 1157.75

1157.25 1158 1158.50

1158.501157.25

1158.50

1156.75 1157.50 1157.75 1158.25

1158.251157.751157.50

1157 1158

0.98%

1.74%

1.81%

1.34%

1.3 0%

1.43%

1.53%

1.61%

1.83%

%3.

3.32%

3.00%

3.13%

% 2.96%

% 3.

%3.

%5.

3.88%

0.42%

%5.96%

%5.

%4.

%2.

2.97% 3.00%

3.64%

5.00%

1.33%

1.50%

1.87%

1.15%

3.31%

1.48%

2.15% 1.78%

0.81%

0.24%

1.38%

2.35%

0.82%

2.56%

1.04%

1.65%

0.34%

0.20%

1.31%

0.69%

1.19%

0.25%

0.48%

0.40%0.40%0.40%0.40%0.82%0.95%1.10%

1.17% 1.01% 0.40%0.40%0.40%0.40%0.40%0.44%0.81%0.91% 0.

0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00.00 6+00.00 6+76.98

5.03%

5.0 3%

1.32%

0.69%

1156.50

11551154.75

1154.751

EXISTING GRATE

CORNER = 1155.12'

EXISTING GRATE

CORNER = 1158.28'

EXISTING GRATE

CORNER = 1155.12'

NEW GRATE

CORNER = 1155.00'

STA 6+76.98

EL = 1159.50

STA 6+79.98

EL = 1157.97

STA 0+42.50

EL = 1156.67

STA 1+17.00

EL = 1156.64

.3111

.31

1159.00

.00

1158.31

C-103 Grading Plan

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

1 2 3 4 5

.2 1\

B0 _W

D G

_A M

.1 1_

C O

R U

C T_

N \0

1_ D

W G

-1

-G R

P- B0

-3

.D W

G , 8

/2 0/

, t sc he lle r

C on st ru ct T ax ila ne

Enid Woodring Regional Airport City of Enid 1026 South 66th Street Enid, OK 73701

B0-3088.21

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134 405.832.9900

Parkhill

CA 4935

27986

CRAIG W.

BOYER

E N

ROFESS I ONAL

ENG

O K L A H O MA

00/00/00

PROPOSED CONCRETE (HATCH NOT SHOW FOR CLARITY)

LEGEND

GRADING PLAN KEYED NOTES

AS INDICATED BY:

1. PROPOSED TAXIWAY TO MATCH EXISTING TAXIWAY

ELEVATIONS AT TIE-IN,(SEE DETAIL C2 ON SHEET C-501).

PROPOSED GRADING LIMITS

PROPOSED MAJOR CONTOURS

PROPOSED MINOR CONTOURS

1178.25

EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS

EXISTING CONCRETE

EXISTING ASPHALT

EXISTING BUILDINGS

TOFAx EXISTING TAXIWAY OBJECT FREE AREA

EUGx EXISTING UNDERGROUND ELECTRICAL, DO NOT DISTURB!

EXISTING GAS LINE, DO NOT DISTURB!Gx

EXISTING STORM DRAIN, DO NOT DISTURB!SDx

0 40' 80'

PROPOSED GRADING SWALE

SUMMARY OF EARTHWORK

DESCRIPTION BASE BID

BASE BID

EXCAVATION 4268 CY

EMBANKMENT 13 CY

BORROW (OFF SITE) 0 CY

REMOVE AND REPLACE TOPSOIL 3,781 CY

EARTHWORK NOTES:

1. THESE QUANTITIES ARE RAW, AND HAVE NOT BEEN ADJUSTED FOR SHRINK, SWELL, OR COMPACTION.

2. TOPSOIL QUANTITY REFLECTS 8" THICKNESS OVER THE EXISTING FOOTPRINT OF THE AREA TO BE

DISTURBED, LESS THE EXISTING PAVEMENT WITHIN THE AREA.

AutoCAD SHX Text

LLS 110

AutoCAD SHX Text Rim=1155.24 FL=1147.44

AutoCAD SHX Text Rim=1155.12 FL=1147.12

AutoCAD SHX Text

54" RCP

AutoCAD SHX Text Rim=1155.12 FL=1147.12

AutoCAD SHX Text Rim=1155.20 FL=1147.24

AutoCAD SHX Text

54" RCP

AutoCAD SHX Text Rim=1158.32 FL=1148.69

AutoCAD SHX Text Rim=1158.28 FL=1150.73

AutoCAD SHX Text

48" RCP

AutoCAD SHX Text

54" RCP

AutoCAD SHX Text Rim=1158.29 FL=1148.59 http://www.parkhill.com/ AutoCAD SHX Text

AutoCAD SHX Text 1177.25

STA =1+00

0' 50' 100' 150' 200'0'-50'-100'-150'-200'

STA =1+50

0' 50' 100' 150' 200'0'-50'-100'-150'-200'

STA =2+00

0' 50' 100' 150' 200'0'-50'-100'-150'-200'

STA =2+50

0' 50' 100' 150' 200'0'-50'-100'-150'-200'

STA =3+00

0' 50' 100' 150' 200'0'-50'-100'-150'-200'

STA =3+50

0' 50' 100' 150' 200'0'-50'-100'-150'-200'

Pave1Pave1

EXISTING GRADE

EXISTING GRADEPROPOSED GRADE

PROPOSED GRADE

C L

8.34%

1.00%5.00% 3.00%

7.00%1.00% 5.00%

3.00%

7.52%

1.00%5.00% 3.00%

1.00% 5.00%

3.00%

1.00%5.00% 3.00%

1.00% 5.00%

3.00%

1.00% 5.00% 1.00%

5.00%

1.00% 5.00% 3.00%

1.00% 5.00%

1.00% 5.00% 3.00%

1.00% 5.00%

3.00% 7.56%

1.28% 2.38%

3.00%

3.00% 3.00%

8.64% 12.06%

9.75% 4.83%

PROP. TXWY EL:1157.18'

PROP. TXWY EL:1156.79'

PROP. TXWY EL:1156.61'

PROP. TXWY EL:1157.59'

PROP. TXWY EL:1157.97'

PROP. TXWY EL:1158.20'

EXST. GRADE EL:1156.91'

EXST. GRADE EL:1157.94'

EXST. GRADE EL:1157.72'

EXST. GRADE EL:1157.58'

EXST. GRADE EL:1157.63'

EXST. GRADE EL:1157.74'

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

1 2 3 4 5

.2 1\

B0 _W

D G

_A M

.1 1_

C O

R U

C T_

N \0

1_ D

W G

-1

-C

-B 0-

.2 1.

D W

G , 8

/2 0/

, t sc he lle r

C on st ru ct T ax ila ne

Enid Woodring Regional Airport City of Enid 1026 South 66th Street Enid, OK 73701

B0-3088.21

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134 405.832.9900

Parkhill

CA 4935

27986

CRAIG W.

BOYER

E N

ROFESS I ONAL

ENG

O K L A H O MA

00/00/00

C-104

Cross Section Sheet 1

STA =4+00

0' 50' 100' 150' 200'0'-50'-100'-150'-200'

STA =4+50

0' 50' 100' 150' 200'0'-50'-100'-150'-200'

STA =5+00

0' 50' 100' 150' 200'0'-50'-100'-150'-200'

STA =5+50

0' 50' 100' 150' 200'0'-50'-100'-150'-200'

STA =6+00

0' 50' 100' 150' 200'0'-50'-100'-150'-200'

Pave1Pave1

EXISTING GRADE

PROPOSED GRADE

C L

A TS

1.00%5.00% 3.00%

1.00% 5.00%

3.00%

1.00%5.00% 3.00%

1.00% 5.00%

3.00%

1.00%5.00% 3.00%

1.00% 5.00%

3.00%

1.00%5.00% 3.00%

1.00% 5.00%

3.00%

1.00%5.00% 3.00%

1.00% 5.00%

3.00%

9.43%

14.36%

12.78% 8.71%

9.78% 6.39%

15.86%

9.26%

10.70%

12.65%

PROP. TXWY EL:1158.40'

PROP. TXWY EL:1158.60'

PROP. TXWY EL:1158.80'

PROP. TXWY EL:1158.99'

PROP. TXWY EL:1159.19'

EXST. GRADE EL:1158.04'

EXST. GRADE EL:1158.44'

EXST. GRADE EL:1158.83'

EXST. GRADE EL:1159.00'

EXST. GRADE EL:1159.17'

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

1 2 3 4 5

.2 1\

B0 _W

D G

_A M

.1 1_

C O

R U

C T_

N \0

1_ D

W G

-1

-C

-B 0-

.2 1.

D W

G , 8

/2 0/

, t sc he lle r

C on st ru ct T ax ila ne

Enid Woodring Regional Airport City of Enid 1026 South 66th Street Enid, OK 73701

B0-3088.21

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134 405.832.9900

Parkhill

CA 4935

27986

CRAIG W.

BOYER

E N

ROFESS I ONAL

ENG

O K L A H O MA

00/00/00

C-105

Cross Section Sheet 2

G x

SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx

627' SPACE JOINTS EVENLY @ 11.00'

JOINT TYPE 'B'

JOINT TYPE 'A'

JOINT TYPE 'C'

OR 'E'

JOINT TYPE 'A'

35' SPAC

TS @

8.75'

JOINT TYPE 'C' OR 'E' TYP.

JOINT TYPE 'D' TYP.

JOINT TYPE 'C' OR 'E'

JOINT TYPE 'D' TYP.

7.48'

35' SPAC

TS @

8.75'

9.5' 9.5'

52.5' SPAC

TS @

8.75'

52.5' SPAC

TS @

8.75'

SEE FILLET DETAILS B4 AND B5 ON SHEET C-502

46.63'

90.77'

SEE FILLET DETAILS B4 AND B5 ON SHEET C-502

46.63'

90.77'

4.87'

7.48'

4.87'

INSTALL DOWELLED JOINTS

WITHIN 100' OF END

INSTALL DOWELLED JOINTS

WITHIN 60' OF TYPE A JOINT

C-106

Joint Layout Sheet

JOINT LAYOUT PLAN NOTES:

1. CONTRACTOR SHALL SUBMIT JOINT LAYOUT AND POUR SCHEDULE FOR

APPROVAL.

2. MAXIMUM JOINT SPACING SHALL NOT EXCEED DISTANCE CALLED IN

PLANS.

3. MINIMUM LENGTH OF CONCRETE SHALL BE 2' (NO SINGLE POINTS).

4. CONSTRUCTION AND SAW JOINTS ARE SHOWN FOR REFERENCE AND

MAY BE REVISED (SEE NOTE 1).

JOINT TYPE 'A' (THICKENED EDGE EXPANSION JOINT)

JOINT TYPE 'B' (HINGED WITH DEFORMED BARS)

JOINT TYPE 'C' OR 'E' (DOWELED)

JOINT TYPE 'D' (DUMMY)

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

1 2 3 4 5

.2 1\

B0 _W

D G

_A M

.1 1_

C O

R U

C T_

N \0

1_ D

W G

-1

-J N

T- B0

-3

.D W

G , 8

/2 0/

, t sc he lle r

C on st ru ct T ax ila ne

Enid Woodring Regional Airport City of Enid 1026 South 66th Street Enid, OK 73701

B0-3088.21

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134 405.832.9900

Parkhill

CA 4935

27986

CRAIG W.

BOYER

E N

ROFESS I ONAL

ENG

O K L A H O MA

00/00/00

0 30' 60'

LEGEND

EXISTING ASPHALT

EXISTING CONCRETE

EXISTING BUILDINGS

CONTINUOUS REINFORCEMENT (DENOTED BY DOT,

SEE DETAILS B4 AND B5 ON SHEET C-502)

PROPOSED CONCRETE (NOT SHOW FOR CLARITY)

AutoCAD SHX Text W

AutoCAD SHX Text V

AutoCAD SHX Text H

AutoCAD SHX Text

SDx SDx

SDx SDx SDx SDxSDx

Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx

SDx SDx SDx SDx SDx SDx SDx SDx

SDx SDx SDx SDx SDx SDx SDx

SDx SDx

SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx R37

'R37'

N = 501840.88 E = 2032481.84

N = 501889.50 E = 2032432.97

MEET AND MATCH EXISTING

TAXIWAY CENTERLINE MARKING

EXISTING TAXIWAY CENTERLINE MARKING

(SEE DETAIL A2 THIS SHEET)

EXISTING TAXIWAY CENTERLINE MARKING

(SEE DETAIL A2 THIS SHEET)

TAXIWAY CENTERLINE MARKING

(SEE DETAIL A1 THIS SHEET)

17.5'17.5'

C-107

Marking Layout Sheet

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

1 2 3 4 5

.2 1\

B0 _W

D G

_A M

.1 1_

C O

R U

C T_

N \0

1_ D

W G

-1

-M R

K- B0

-3

.D W

G , 8

/2 0/

, t sc he lle r

C on st ru ct T ax ila ne

Enid Woodring Regional Airport City of Enid 1026 South 66th Street Enid, OK 73701

B0-3088.21

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134 405.832.9900

Parkhill

CA 4935

27986

CRAIG W.

BOYER

E N

ROFESS I ONAL

ENG

O K L A H O MA

00/00/00

0 50' 100'

TAXIWAY CENTERLINE

ON CONCRETE

NOT TO SCALE A2

TAXIWAY CENTERLINE

ON ASPHALT

NOT TO SCALE

PAVEMENT MARKING NOTES:

1. ALL YELLOW AND WHITE MARKINGS SHALL HAVE REFLECTIVE MEDIA

(WITH BEADS).

2. ALL MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH

SPECIFICATION SECTION P-620.

3. CONTRACTOR SHALL LOCATE MAG NAIL POINTS IN THE RUNWAY

CENTERLINE BOTH ENDS OF THE RUNWAY TO BE USED AS A BASELINE

FOR ESTABLISHING THE CENTER OF EACH CENTERLINE STRIPE.

4. CONTRACTOR SHALL USE AN OPTICAL DEVICE TO ENSURE THAT EACH

RUNWAY CENTERLINE STRIPE IS CENTERED ON THE ESTABLISHED

BASELINE.

5. SEE PLANS FOR MARKING LIMITS. DO NOT DISTURB ANY OTHER

MARKINGS NOT SPECIFIED ON PLANS.

6. NO ASSUMPTION REGARDING THE ACCURACY OF EXISTING MARKINGS

SHALL BE MADE.

LEGEND

PROPOSED TAXIWAY PAVEMENT MARKING

EXISTING CONCRETE

EXISTING ASPHALT

EXISTING BUILDINGS

TAXIWAY CL TAXIWAY

OUTLINE TAXIWAY CENTERLINE BLACK

NON-REFLECTIVE, 6" WIDE

PAINT TAXIWAY CENTERLINE YELLOW,

REFLECTIVE, 6" WIDE

PAINT TAXIWAY CENTERLINE YELLOW,

REFLECTIVE, 6" WIDE

PROPOSED CONCRETE (NOT SHOW FOR CLARITY)

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text W

AutoCAD SHX Text V

AutoCAD SHX Text H

AutoCAD SHX Text B

AutoCAD SHX Text H

AutoCAD SHX Text

SDx SDx

SDx SDx SDx SDxSDx

Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx

SDx SDx SDx SDx SDx SDx SDx SDx

SDx SDx SDx SDx SDx SDx SDx

SDx SDx

SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx

PROPOSED SOLID SLAB SODDING,

42" WIDE BOTH SIDES

SILT FENCE

PROPOSED CULVERT INLET

SEDIMENT CONTROL

(SEE DETAIL A3 ON THIS SHEET)

PROPOSED CULVERT INLET

SEDIMENT CONTROL

(SEE DETAIL A3 ON THIS SHEET)

PROPOSED CULVERT INLET

SEDIMENT CONTROL

(SEE DETAIL A3 ON THIS SHEET)

PROPOSED SOLID SLAB SODDING,

DITCH AND 42" WIDE BOTH SIDES, TYP.

PROPOSED CULVERT INLET

SEDIMENT CONTROL

(SEE DETAIL A3 ON THIS SHEET)

C-108

Erosion Control Plan

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

1 2 3 4 5

.2 1\

B0 _W

D G

_A M

.1 1_

C O

R U

C T_

N \0

1_ D

W G

-1

-E C

P- B0

-3

.D W

G , 8

/2 1/

, t sc he lle r

C on st ru ct T ax ila ne

Enid Woodring Regional Airport City of Enid 1026 South 66th Street Enid, OK 73701

B0-3088.21

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134 405.832.9900

Parkhill

CA 4935

27986

CRAIG W.

BOYER

E N

ROFESS I ONAL

ENG

O K L A H O MA

00/00/00

0 50' 100'

PROPOSED CONCRETE

PROPOSED SOLID SLAB SODDING

PROPOSED SPRIGGING

PROPOSED SILT FENCESF

EXISTING CONCRETE

EXISTING FENCE, DO NOT DISTURB!

LEGEND

PROPOSED CULVERT INLET SEDIMENT CONTROL

EXISTING GAS LINE, DO NOT DISTURB!Gx

EXISTING WATER LINE, DO NOT DISTURB!Wx

EROSION CONTROL NOTE:

1. ALL EROSION CONTROL QUANTITIES ARE APPROXIMATE, AND FOR

CONTRACTOR CONVENIENCE ONLY.

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

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.

FLOW

CHANNEL

FLOW

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.

POINT 'A'

POINT 'B'

A3 TEMPORARY SILT DIKE DETAIL

NOT TO SCALE

FOAM

3" TO 6" TRENCH

FLOW

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text W

AutoCAD SHX Text V

AutoCAD SHX Text H

AutoCAD SHX Text B

AutoCAD SHX Text H

AutoCAD SHX Text

C-501

Typical Pavement Sections

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

1 2 3 4 5

.2 1\

B0 _W

D G

_A M

.1 1_

C O

R U

C T_

N \0

1_ D

W G

-5

-C

-B 0-

.2 1.

D W

G , 8

/2 0/

, t sc he lle r

C on st ru ct T ax ila ne

Enid Woodring Regional Airport City of Enid 1026 South 66th Street Enid, OK 73701

B0-3088.21

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134 405.832.9900

Parkhill

CA 4935

27986

CRAIG W.

BOYER

E N

ROFESS I ONAL

ENG

O K L A H O MA

00/00/00

C4 DETAIL 'A-1'

NOT TO SCALE

A1 TYPICAL TAXIWAY SECTION

NOT TO SCALE

1. 1.50" DROP IS FROM FINSIHED PAVEMENT TO TOP OF SOLID SLAB

SOD.

NOTE:

NEW CONCRETE PAVEMENT TIE-IN

TO EXISTING ASPHALT TAXIWAY

NOT TO SCALE

VARIES

3' SOLID

SLAB SODDING

12"

1.5" SEE NOTE

6" P-501 CONCRETE6" P-209 CRUSHED

AGGREGATE BASE COURSE

10" P-152/ P-155 LIME STABILIZATION

(6% HYDRATED LIME)

6" P-501 CONCRETE

EXISTING PAVEMENT

TO REMAIN

THICKEND EDGE

8" THICK AT JOINT

(SEE C1 SHEET C-502)

3/4" EXPANSION JOINT (PER C1 SHEET

C-502)

+4 2.

12"

INSTALL SEPARATE POUR OF

P-501 TO COMPLETE THE PATCH

8" THICK

6" P-209 CRUSHED

AGGREGATE BASE COURSE

10" P-152/ P-155 LIME STABILIZATION

(6% HYDRATED LIME)

NEW P-501 PAVEMENT

PAVING LIMITS THIS PROJECT

SAWCUT EXISTING ASPHALT

AT 12" FROM NEW P-501

LIMITS TO ALLOW FORMED

EDGE ON NEW P-501

40' TAXIWAY SAFETY AREA

1.0%1.0%

NEW TAXIWAYCL

SEE DETAIL 'A-1'SEE DETAIL 'A-1'

EXISTING

GROUND

EXISTING

GROUND

4:1 MAX

(SEE CROSS SECTIONS)

5% SLOPE

10'

3% SLOPE

10" P-152/ P-155 LIME STABILIZATION

(6% HYDRATED LIME)

6" P-501 CONCRETE

6" P-209 CRUSHED

AGGREGATE

1. PAVEMENT SHOULDERS AND DITCH BOTTOMS SHALL BE SOLID SLAB SODDED.

2. WHEN NEW TAXIWAY ABUTS EXISTING TAXIWAY, CONTRACTOR SHALL MATCH EXISTING

CONDITIONS FOR RUNWAY. SLOPE VARIES SEE PLAN & PROFILE SHEETS FOR GRADING

INFORMATION.

3. ADDITIONAL SOD QUANTITY SHALL BE PLACED ON SLOPED AREAS AS DIRECTED BY

ENGINEER.

NOTES:

12.5' 10'

10' FLAT

BOTTOM

DITCH

12.5'

40' TAXIWAY SAFETY AREA

EXISTING

GROUND

EXISTING

GROUND

4:1 MAX

(SEE CROSS SECTIONS)

5% SLOPE

10'

3% SLOPE

12.5'10'

10' FLAT

BOTTOM

DITCH

12.5' 35' PROPOSED TAXIWAY WIDTH

SEE PAVING PLAN FOR JOINT TYPE

N G

N F

O R

J O

90.00°'

2' MIN.

NO. 4 BAR @ 12" FROM

EACH WAY, 3" BELOW

SURFACE TYPICAL

SEE PAVING PLAN

FOR JOINT TYPE

TYPICAL STEEL PLAN FOR

REINFORCED SLABS

NOT TO SCALE B5

FILLET DETAIL FOR

REINFORCED SLABS

NOT TO SCALE

3/4" ± 1/8"

3/ 4"

- 'T '/4

1-1 4" M

SEALANT MATERIAL 1/4" - 3/8"

BELOW SURFACE

1-1 4" M

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

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"

1. SHADED AREA IS JOINT SEALER LOCATION

NOTE:

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

LEAST 'T' + 2"

DETAIL 1

NON-EXTRUDING PREMOLDED

COMPRESSIBLE MATERIAL

NON-EXTRUDING PREMOLDED

COMPRESSIBLE MATERIAL

C1 TYPE A - THICKENED EDGE EXPANSION JOINT

NOT TO SCALE

CONTRACTION JOINTS

'T'

'T'/2 ± 'D'/2

DETAIL 2

NO. 5 TIE BAR 30" LONG ON

30" CENTERS

D1 TYPE B - HINGED

NOT TO SCALE

'T'

'T'/2 ± 'D'/2

DETAIL 2

PAINT AND OIL ONE END OF

SMOOTH DOWEL 18" LONG ON 12"

CENTERS

TYPE C -

DOWELED (CONTRACTION)

NOT TO SCALE

'T'

DETAIL 2

D3 TYPE D - DUMMY

NOT TO SCALE

'T'

'T'/2 ± 'D'/2

DETAIL 2

TYPE E -

DOWELED (CONSTRUCTION)

NOT TO SCALE

PAINT AND OIL ONE END OF

SMOOTH DOWEL 18" LONG ON 12"

CENTERS

NOTES:

1. SHADED AREA IS JOINT SEALER LOCATION

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

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

NOTES:

1. SHADED AREA IS JOINT SEALER LOCATION

NOTES:

1. SHADED AREA IS JOINT SEALER LOCATION

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

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

NOTES:

1. SHADED AREA IS JOINT SEALER LOCATION

JOINT DETAIL NOTES:

1. SEALANT RESERVOIR SIZED TO PROVIDE PROPER SHAPE FACTOR,

W/D. FIELD POURED AND PREFORMED SEALANTS REQUIRE

DIFFERENT SHAPE FACTORS FOR OPTIMUM PERFORMANCE.

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

SEALANT USED AND SIZED TO PROVIDE THE DESIRED SHAPE FACTOR.

3. W = 1/2"

C-502

Concrete Joint Details

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

1 2 3 4 5

.2 1\

B0 _W

D G

_A M

.1 1_

C O

R U

C T_

N \0

1_ D

W G

-5

-C

-B 0-

.2 1.

D W

G , 8

/2 0/

, t sc he lle r

C on st ru ct T ax ila ne

Enid Woodring Regional Airport City of Enid 1026 South 66th Street Enid, OK 73701

B0-3088.21

14101 Wireless Way, Suite 350 Oklahoma City, OK 73134 405.832.9900

Parkhill

CA 4935

27986

CRAIG W.

BOYER

E N

ROFESS I ONAL

ENG

O K L A H O MA

00/00/00

INSTALL REINFORCEMENT

IN SLABS DENOTED WITH

DOT ON JOINT LAYOUT

SHEET

http://www.parkhill.com/

Sheets and Views

G-001-004-G-001

G-001-004-G-002

G-001-004-G-003

G-001-004-G-004

C-101-DEM-B0-3088.21-C-101

C-102-STP-B0-3088.21-C-102

C-103-GRP-B0-3088.21-C-103

C-104-106-CSS-B0-3088.21-C-104

C-104-106-CSS-B0-3088.21-C-105

C-107-JNT-B0-3088.21-C-106

C-108-MRK-B0-3088.21-C-107

C-109-ECP-B0-3088.21-C-108

C-502-CIV-B0-3088.21-C-501

C-502-CIV-B0-3088.21-C-502

File details come from the government source that posted it. Updated Apr 10, 2025.