Attachment 3b - 19-035334 Quesada DWGS Volume II_Pt-1 Pkg A.pdf

S E A

L

OF

THE

CI

TY

O F

O K

LAHOMA

YIT

C

OKLAHOMA CITY

Public Works Department

The City of

PV-0497

SHEET NO. DESCRIPTION

SHEET INDEX

LOCATION MAP

NOT TO SCALE

N

CONSTRUCTION MUST BEGIN WITHIN

ONE (1) YEAR FROM THE DATE OF APPROVAL,

OR THAT APPROVAL IS WITHDRAWN.

DEPARTMENT OF PUBLIC WORKS

ENGINEERING DIVISION

APPROVED:

Date:

Checked by:

Date:

Checked by:

Date:

Checked by:

Date:

Field Checked by:

C2-000

C2-001

C2-010

C2-011

C2-012

C2-020

C2-025

C2-030

C2-040

C2-050

C2-060

C2-061

C2-062

C2-065

C2-070

C2-080

C2-081

C2-082

C2-083

C2-084

C2-090

C2-100

C2-120

C2-121

C2-130

C2-131

C2-140

C2-150

C2-X01 - C2-X07

C2-D01 - C2-D07

SUBMITTAL DATES TO OKC

Date:Final Plans:

Date:Check Print #2:

Date:Check Print #1:

Date:

City Engineer:

TITLE

SUMMARY OF QUANTITIES

TYPICAL SECTIONS (SHEET 1 OF 3)

TYPICAL SECTIONS (SHEET 2 OF 3)

TYPICAL SECTIONS (SHEET 3 OF 3)

GENERAL CIVIL CONSTRUCTION NOTES

LOCATION MAP & SURVEY CONTROL

ABBREVIATION LEGEND

STORM WATER MANAGEMENT/EROSION AND SEDIMENT CONTROL NOTES

GEOMETRY PLAN

TEMPORARY TRAFFIC CONTROL

HAUL ROUTE

HAUL ROUTE SITE

POTHOLING FOUND LOCATIONS

DEMOLITION & TEMPORARY FENCING PLAN

SITE HORIZONTAL LAYOUT PLAN

ENLARGED SITE PLAN (SHEET 1 OF 3)

ENLARGED SITE PLAN (SHEET 2 OF 3)

ENLARGED SITE PLAN (SHEET 3 OF 3)

FACILITY UNDER DESIGN BY OTHERS FOR INFORMATION ONLY

DRAINAGE MAP PACKAGE A

GRADING AND DRAINAGE PLAN

PLAN AND PROFILE (SHEET 1 OF 2)

PLAN AND PROFILE (SHEET 2 OF 2)

STORM DRAIN PLAN AND PROFILES (SHEET 1 OF 2)

STORM DRAIN PLAN AND PROFILES (SHEET 2 OF 2)

SIGNING AND STRIPING

SEDIMENTATION AND EROSION CONTROL PLAN

CROSS SECTIONS

DETAILS

PROJECT NO. PV-0497

PAVING & DRAINAGE PLANS

TO SERVE

QUESADA DRIVE & GATE

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER

BEING A PART OF SE/4, SECTION 28, T 11 N, R 4 W, I.M.

OKLAHOMA CITY, OKLAHOMA

VOLUME II

(PACKAGE "A")*

N

T

WR

S.W. 74TH STREET

R O

C K

W E

L L

A

V E

N U

E

M A

C A

R T

H U

R

B

O U

L E

V A

R D

S.W. 59TH STREET

PROJECT

LOCATION

PAVEMENT

OKLAHOMA CITY STANDARD DETAILS

D-500

D-800

STORM SEWER

D-101

D-108

D-109

D-110

EROSION

ERO-D1

ERO-D2

ERO-D3

WARD 8

WARD 6

WARD 7

WARD 5

WARD 4

WARD 3

WARD 2

WARD 1

EXPRESSWAY

AIRPARK

C.E. PAGE

AIRPARK

TINKER

AIR FORCE BASE

WILL ROGERS

WORLD AIRPORT

Lake

Stanley Draper

Lake

Overholser

C.E. PAGE

AIRPARK

DOWNTOWN

AIRPORT

TINKER

AIR FORCE BASE

WILL ROGERS

WORLD AIRPORT

WILEY POST

AIRPORT

PROJECT LOCATION

N

NOT TO SCALE

QUESADA DRIVE & GATE

14000 QUAIL SPRINGS PARKWAY SUITE 500

OKLAHOMA CITY, OK. 73134

405.478.5353

C.A. NO. 7569 P.E. EXP: 30-JUNE-24

PREPARED BY:

( OK P.E. 18521 )

W. BLAINE SHEFFIELD, P.E.

EXP: 31-JAN-23

ONE CALL UTILITY LOCATION NUMBER

840-5032

1-800-522-6543

This number is to be used for information on the location of all underground utilities. Contact this number and other numbers specified in the plans prior to any excavation.

1-800-522-6543

CALL OKIE

BEFORE

YOU DIG..

DRAWING VOLUME NOTES:

• VOLUME I (PACKAGE "A") =

ARCHITECTURAL PLANS

• VOLUME II (PACKAGE "A") =

PAVING & DRAINAGE

(PV-0497); i.e. THIS VOLUME

• VOLUME III (PACKAGE "A") =

WATER PLANS (WA-2021-00094)

• VOLUME IV (PACKAGE "A") =

SANITARY SEWER PLANS

(SD-2021-00113)

• VOLUME V (PACKAGE "B") =

PAVING & DRAINAGE

(PV-0498)

NOTE: PV-, WA-, & SD- =

PROJECT NO.s ASSIGNED BY

THE CITY OF OKLAHOMA CITY

12-DEC-22

D-201

D-202

D-203

D-204

ODOT STANDARD DRAWINGS

ROADWAY

DESIGN

SPI-5-0

FPI-4-0

FHTMPPIC-2-0

FHTCP-4-0

TCS4-1-01

TCS6-1-02

TCS15-1-00

TEMPORARY ADDRESS:

6901 QUESADA DRIVE

TRAFFIC

CONTROL

Utility Contact/Contact Verification (Last Update 11-APR-22)

Type of Utility "One Call" Code/Company Contact Info.

DATA/COMM. AT&T Distribution T11158

AT&T

2205 N ROCKWELL AVE

BETHANY, OK 73008

JOHNFRED BALGUMA

(405) 693-9292 O

(818) 481-8651 M JB749C@ATT.com

DATA/COMM. MCI S00200

Verizon Business Group 210 Park Ave., Ste 2600 Oklahoma City, OK 73102

Gary P. Walker Eng. IV Spec - Ntwk Eng&Ops

(405) 416-9812 O

(816) 204-4415 M GPeyton.Walker@Verizon.com

DATA/COMM. USIC/Cox Comm/OKC S00376 Cox Communications 715 NE 122nd St Oklahoma City, OK 73114

Mark Bowling Mark.bowling@cox.com 405-417-4064 Troy Skorkowsky Troy.skorkowsky@cox.com 405-417-2577

DATA/COMM. (FAA) FAA AERONAUTICAL CENTER

BLDG. 22 ROOM B32

6500 S MACARTHUR BLVD

OKLAHOMA CITY, OK 73169

Dennis Majors

(405) 954-3889 Dennis.CTR.Majors@FAA.gov

DATA/COMM.

(Contractor for AT&T, Cox, & Verizon)

NXUTILITIES-OKC S01112

NX UTILITIES, LLC

2704 S. MERIDIAN

OKLAHOMA CITY, OK 73108

William Compton Field Supervisor

(405) 202-3499 Will.Compton@nxutilities.com

FAA Natural Gas/ Med. Volt. Power

OCAT-MMAC S00253

FAA Aeronautical Center BLDG 226 Halady Drive Oklahoma City, OK 73169

STEVE GRAVLIN

(405) 641-0460 M

(405) 954-0773 Stephen.CTR.Gravlin@faa.gov

OKC WATER/

WASTEWATER

OKC/Water & Waste T02150 City of Oklahoma City/OCWUT 420 W. Main, STE 500 Oklahoma City, OK 73102

Crystal Kowalik (405)297-2422 O CrystalKowalik@OKC.gov

PETROLEUM DCP Midstream 8644 Edmond Road NE Okarche, OK 73762

Brady Lopp

(405) 394-9983 Bllopp@DCPMidstream.com

PETROLEUM Enerfin Resources/Seminole T09135 Enerfin Resources Company 1103 S S and W Rd Duncan, OK 73533

Ryan Shaw, Sr. Manager Business & Project Development

(580) 560-7307 O

(580) 273-8025 M RShaw@Enerfin.com

PETROLEUM Marathon (See Contango)

Note: Marathon facilities on the FAA Campus are now owned/operated by Contango.

PETROLEUM Mid-Con (See Contango)

Note: Mid-Con facilities on the FAA Campus are now owned/operated by Contango.

PETROLEUM Mid-Con Energy/Oklahoma Co S00884 Contango 2431 E 61st Street, Suite 800 Tulsa, OK 74136

Greg Westfall Sr. Business Analyst

(918) 748-3374 O

(936) 524-8063 M Greg.Westfall@contango.com

PETROLEUM Plains Pipeline LP (See Enerfin)

Note: Plains Pipeline facilities on FAA campus are now 16-Apr-21 owned/operated by Enerfin.

(See Enerfin contact information.)

POWER USIC/OG&E OKC METRO

S00442

OG&E

P.O. Box 321, M/C M109 Oklahoma City, OK 73101-0321

Rae Anne Lawrence Land Management Coordinator

(405) 553-5875 O

(405) 388-8599 M LawrenRA@OGE.com

P

B

F F

S

F

A

Q u e s a d a

G t e

U p g r a d e

T y p e A

D e s i g n W o r k i n g C

I V

L A u t o

C A

D C

C d w g

P

M

P

B

F F

S

Q u e s a d e p g r a d e

T y p e A

D e s i g n W o r k i n g C

I V

L A u t o

C A

D C

C d w g

P

M

C2-000

QUANTITY

SUMMARY OF QUANTITIES

(SEE QUANTITIES NOTE THIS SHEET)

ITEM # ITEM UNIT AS-BUILT

No. Date Description

Issued by

Issued to lead or pm designed

WORK REQUEST NO.

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

drawn approved by

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

QUESADA DRIVE & GATE

ISSUED BY

OFFICE OF

facility management amp - 400 drawn d r a w in g N a m e d r a w in g N a m e

TCV

Drawing No. DTFAAC-16-D-00035

WBS

11/25/2021

0 12/14/2022 ISSUED FOR BIDS

WBS FAA

C2-001

TUS

JAF

SUMMARY OF QUANTITIES

P

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

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N -W

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U E S A D A G

A T E U

P G R A D E T Y P E A \D

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U T O C A D \C

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D

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:0

P

M

SD-2021-00113

QUANTITIES NOTE:

THIS IS A LUMP SUM CONSTRUCTION CONTRACT. ALL

REFERENCES TO MEASUREMENT AND/OR PAYMENT IN

DRAWINGS, DETAILS, SPECIFICATION, OTHER

CONTRACT DOCUMENTS ARE TO BE DISREGARDED

EXCEPT AS PROVIDED FOR IN SECTION 010190,

CONTRACT CONSIDERATIONS, PARAGRAPH 1.3,

SCHEDULE OF VALUES OF THE SPECIFICATIONS.

SUMMARY OF QUANTITIES PROVIDED IN THESE

DRAWINGS IS FOR CITY OF OKLAHOMA CITY PERMITTING

PURPOSES ONLY. THE BIDDER/CONTRACTOR IS

ENTIRELY RESPONSIBLE FOR INDEPENDENTLY

DETERMINING QUANTITIES.

VARIABLEVARIABLE

8"

12"

8"

12"

VARIABLEVARIABLE

8"

12"

8"

12"

A B

D

C

A

C

B

D

VARIABLEVARIABLE

8"

12"

8"

12"

A

C

B

D

C

E

No. Date Description

Issued by

Issued to lead or pm designed

WORK REQUEST NO.

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

drawn approved by

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

QUESADA DRIVE & GATE

ISSUED BY

OFFICE OF

facility management amp - 400 drawn d r a w in g N a m e d r a w in g N a m e

TCV

Drawing No. DTFAAC-16-D-00035

WBS

11/25/2021

0 12/14/2022 ISSUED FOR BIDS

WBS FAA

C2-010

TUS

JAF

TYPICAL SECTIONS

(SHEET 1 OF 3)

P

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

IG

N -W

O R K

IN

G \C

IV

L \A

U T O C A D \C

\C -0

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:1 P

M

P

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

IG

N -W

O R K

IN

G \C

IV

L \A

U T O C A D \C

\C -0

.D

/2 :5

:1 P

PV-0497

26.00'26.00'

12"

8"

10.00' ISLAND

WIDTH

12"

VARIABLEVARIABLE

8"

12"

8"

12"

B

E

A

C2-011

TUS

JAF

TYPICAL SECTIONS

(SHEET 2 OF 3)

P

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

IG

N -W

O R K

IN

G \C

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L \A

U T O C A D \C

\C -0

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M

P

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

IG

N -W

O R K

IN

G \C

IV

L \A

U T O C A D \C

\C -0

.D

/2 :5

:1 P

M

PV-0497

No. Date Description

Issued by

Issued to lead or pm designed

WORK REQUEST NO.

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

drawn approved by

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

QUESADA DRIVE & GATE

ISSUED BY

OFFICE OF

facility management amp - 400 drawn d r a w in g N a m e d r a w in g N a m e

TCV

Drawing No. DTFAAC-16-D-00035

WBS

11/25/2021

0 12/14/2022 ISSUED FOR BIDS

WBS FAA

26.00' & VARIABLE26.00' & VARIABLE

12"

8"

12"

A

C

B

D

C2-012

TUS

JAF

TYPICAL SECTIONS

(SHEET 3 OF 3)

P

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

IG

N -W

O R K

IN

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U T O C A D \C

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A A Q

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A T E U

P G R A D E T Y P E A \D

E S

IG

N -W

O R K

IN

G \C

IV

L \A

U T O C A D \C

\C -0

.D

/2 :5

:1 P

M

PV-0497

No. Date Description

Issued by

Issued to lead or pm designed

WORK REQUEST NO.

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

drawn approved by

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

QUESADA DRIVE & GATE

ISSUED BY

OFFICE OF

facility management amp - 400 drawn d r a w in g N a m e d r a w in g N a m e

TCV

Drawing No. DTFAAC-16-D-00035

WBS

11/25/2021

0 12/14/2022 ISSUED FOR BIDS

WBS FAA

No. Date Description

Issued by

Issued to lead or pm designed

WORK REQUEST NO.

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

drawn approved by

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

QUESADA DRIVE & GATE

ISSUED BY

OFFICE OF

facility management amp - 400 drawn d r a w in g N a m e d r a w in g N a m e

TCV

Drawing No. DTFAAC-16-D-00035

WBS

11/25/2021

0 12/14/2022 ISSUED FOR BIDS

WBS FAA

C2-020

TUS

JAF

GENERAL CIVIL CONSTRUCTION NOTES

P

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

IG

N -W

O R K

IN

G \C

IV

L \A

U T O C A D \C

\C -0

.D

/9

/2 1:

:0

A

M

P

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

IG

N -W

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IN

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A

M

GENERAL NOTES:

1. THE CITY OF OKLAHOMA CITY REQUIRES PREQUALIFIED CONTRACTORS FOR BIDDING

AND/OR PERFORMING CERTAIN TYPES OF WORK INCLUDING, BUT NOT LIMITED TO, STREETS

AND SIDEWALKS IN ACCORDANCE WITH ORDINANCE 26,214 ADOPTED 09-DEC-20. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE APPLICABILITY OF ANY/ALL LOCAL,

STATE, AND FEDERAL ORDINANCES, LAWS, AND REGULATIONS AS MAY PERTAIN TO ALL

ASPECTS OF THE CONSTRUCTION REQUIRED UNDER THIS CONSTRUCTION CONTRACT.

2. CONSTRUCTION WILL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR

CONSTRUCTION OF PUBLIC IMPROVEMENTS", A PUBLICATION FURNISHED BY THE CITY OF

OKLAHOMA CITY THAT OUTLINES THE MINIMUM STANDARDS OF WORKMANSHIP, MATERIALS,

TESTING, AND METHODS OF CONSTRUCTION EXPECTED IN PUBLIC AND PRIVATE

DEVELOPMENT WORK, WITHIN THE OKLAHOMA CITY LIMITS.

3. THIS IS A LUMP SUM CONSTRUCTION CONTRACT. ALL REFERENCES TO MEASUREMENT

AND/OR PAYMENT IN DRAWINGS, DETAILS, SPECIFICATION, OTHER CONTRACT DOCUMENTS

ARE TO BE DISREGARDED EXCEPT AS PROVIDED FOR IN SECTION 010190, CONTRACT

CONSIDERATIONS, PARAGRAPH 1.3, SCHEDULE OF VALUES OF THE SPECIFICATIONS.

SUMMARY OF QUANTITIES PROVIDED IN THESE DRAWINGS IS FOR CITY OF OKLAHOMA CITY

PERMITTING PURPOSES ONLY. THE BIDDER/CONTRACTOR IS ENTIRELY RESPONSIBLE FOR

INDEPENDENTLY DETERMINING QUANTITIES. ALL WORK DEPICTED ON THE DRAWINGS,

WHETHER INCLUDED IN A PAY ITEM LIST OR NOT, IS TO BE CONSTRUCTED, ITEMS/WORK NOT

LISTED IS CONSIDERED INCIDENTAL CONSTRUCTION, THE COST OF WHICH IS TO BE

INCLUDED IN THE COST OF ALL OTHER WORK. BULKING AND COMPACTION FACTORS ARE

NOT CONSIDERED IN EARTHWORK QUANTIFIES SHOWN.

4. EXCEPTIONS TO ACCESSIBILITY STANDARDS ISSUED UNDER THE AMERICANS WITH

DISABILITIES ACT (ADA) AS PUBLISHED BY THE U.S. DEPARTMENT OF JUSTICE (DOJ)

IN 2010 APPLY TO THE GUARD HOUSE AND ASSOCIATED FACILITIES AS STATED IN

PARAGRAPH 203.1 & 203.3:

203 GENERAL EXCEPTIONS

203.1 GENERAL. SITES, BUILDINGS, FACILITIES, AND ELEMENTS ARE EXEMPT

FROM THESE REQUIREMENTS TO EXTENT SPECIFIED BY 203.

203.3 RAISED AREAS. AREAS RAISED PRIMARILY FOR PURPOSED OF

SECURITY, LIFE SAFETY, OR FIRE SAFETY, INCLUDING BUT NOT LIMITED TO,

OBSERVATION OR LOOKOUT GALLERIES, PRISON GUARD TOWERS, FIRE

TOWERS, OR LIFE GUARD STANDS SHALL NOT BE REQUIRED TO COMPLY WITH

THESE REQUIREMENTS OR TO BE ON AN ACCESSIBLE ROUTE.

THESE EXCEPTIONS ARE IN ACCORDANCE WITH ANSI A117.1 AS PUBLISHED IN THE 2015

EDITION OF THE INTERNATIONAL BUILDING CODE (IBC):

1103.2.6 RAISED AREAS. RAISED AREAS USED PRIMARILY FOR PURPOSES OF

SECURITY, LIFE SAFETY OR FIRE SAFETY INCLUDING, BUT NOT LIMITED TO,

OBSERVATION GALLERIES, PRISON GUARD TOWERS, FIRE TOWERS OR LIFEGUARD

STANDS ARE NOT REQUIRED TO COMPLY WITH THIS CHAPTER.

5. TESTING OF MATERIALS & WORKMANSHIP WOULD BE UNDERTAKEN AS OUTLINED IN THE

CITY'S STANDARDS, RESULTS WOULD BE PROVIDED TO THE CITY ENGINEER OR HIS

DESIGNATED REPRESENTATIVE IN A TIMELY FASHION. CONTRACTOR AND FACILITATE THE

DUTIES OF THE CITY'S DESIGNATED REPRESENTATIVE DURING CONSTRUCTION.

6. THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REPLACEMENT AND/OR REPAIR OF

ALL TRAFFIC CONTROL DEVICES AND APPURTENANCES DAMAGED OR DISTURBED DUE TO

CONSTRUCTION.

7. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL PAVEMENT MARKINGS THAT

WILL BE IN CONFLICT WITH THE PROPOSED WORK.

8. ALL SITE CIVIL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PROJECT

SPECIFICATIONS. CONTRACTOR SHALL REFER TO CITY OF OKLAHOMA CITY

APPLICABLE STANDARDS FOR ANY SUPPLEMENTAL INFORMATION.

9. TOP OF ALL EXISTING SITE STRUCTURES (I.E. MANHOLES, VALVES, ETC.) SCHEDULED

TO REMAIN IN PLACE SHALL BE ADJUSTED TO THE NEW ELEVATIONS.

10. ALL DISTURBED AREAS SHALL BE SODDED AS FINAL COVER, UNLESS PAVED OR

INDICATED OTHERWISE ON THE DRAWINGS. ANY DISTURBED AREAS THAT WILL BE

EXPOSED FOR MORE THAN 14 DAYS SHALL BE SODDED UNTIL THE TIME OF FINAL

COVERING.

11. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS, LOCATIONS,

ELEVATIONS AND DETAILS SHOWN ON THE CONSTRUCTION DOCUMENTS PRIOR TO

START OF CONSTRUCTION. ANY UNCERTAINTIES AND DISCREPANCIES SHALL

IMMEDIATELY BE BROUGHT UP TO THE ATTENTION OF THE ENGINEER FOR

CLARIFICATION PRIOR TO COMMENCING THAT WORK FEATURE.

12. WITHIN 30 DAYS OF NOTICE-TO-PROCEED, THE CONTRACTOR SHALL PROVIDE A

TEMPORARY CONSTRUCTION TRAILER 8' x 20' MINIMUM SIZE FURNISHED & EQUIPPED

WITH HEATING, AIR CONDITIONING, LIGHTING, TELEPHONE (WITH ANSWERING

MACHINE) FOR THE DURATION OF PACKAGE 'A' (AND PACKAGE 'B" IF AWARDED)

CONSTRUCTION UNTIL SUBSTANTIAL COMPLETION.

DEMOLITION NOTES:

1. DISPOSAL OF ALL WASTE MATERIAL AND DEBRIS FROM THE PROJECT SITE, IN

ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS, SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE SITE IN A CONDITION

SO THAT THE WORKMEN AND OTHER PERSONNEL ARE PROTECTED FROM INJURY

AND ADJOINING PROPERTIES FROM DAMAGE.

3. THE SITE SHALL BE CLEARED OF EXISTING PAVEMENTS, VEGETATION, ORGANIC

TOPSOIL, DEBRIS, EXISTING UNDOCUMENTED LOOSE OR SOFT FILL, AND OTHER

DELETERIOUS MATERIAL. EXCAVATED MATERIAL NOT TO BE REUSED SHALL BE

REMOVED FROM THE JOB SITE ONCE A WEEK OR AS DIRECTED BY THE

CONTRACTING OFFICER.

PRIOR TO REMOVING ANY SOIL FROM THE MMAC PREMISES, CONTRACTOR MUST

COORDINATE DISPOSAL WITH THE AMP-100 EOSH. ALSO, SPECIFICATION SECTION

312000, PART 3.18A: ADD "CONTRACTOR SHALL PREPARE AND SUBMIT A

NON-HAZARDOUS INDUSTRIAL WASTE MANAGEMENT FORM FOR ANY OFF-SITE

FACILITY THAT RECEIVES SOIL FROM THE MMAC ON THIS PROJECT."

SOIL SAMPLING/TESTING MAY BE REQUIRED PRIOR TO OFF-SITE DISPOSAL.

HOWEVER, UNLESS OTHERWISE REQUIRED, THE SOIL WILL BE DEEMED

NON-HAZARDOUS BY "KNOWLEDGE OF PROCESS" (I.E. NO SAMPLING/TESTING) BY

THE GENERATOR (MMAC).

4. EXISTING UTILITIES AND APPURTENANCES TO REMAIN IN PLACE SHALL BE PROPERLY

PROTECTED FROM DAMAGE.

5. UNDERGROUND UTILITY PIPES UNDER OR CLOSE TO PROPOSED BUILDING AREAS OR

WHICH INTERFERE WITH NEW UTILITIES SHALL BE REMOVED OR RELOCATED, AS

APPROPRIATE. HOLES RESULTING FROM THE REMOVAL OF UNDERGROUND

OBSTRUCTIONS EXISTING BELOW THE PROPOSED FINISH GRADE SHALL BE CLEARED

AND BACKFILLED WITH ENGINEERED FILL OR OTHER MATERIAL AS APPROVED BY

THE ENGINEER, COMPACTED TO 95% OF STANDARD PROCTOR DRY DENSITY.

6. EXISTING UTILITY PIPES TO BE ABANDONED IN PLACE SHALL BE EITHER REMOVED

AND REPLACED WITH ENGINEERED FILL OR LEFT IN PLACE AND COMPLETELY

GROUTED WITH FLOWABLE SAND-CEMENT SLURRY OR OTHER CONTROLLED DENSITY

FILL (CDF; ALSO KNOWN AS CONTROLLED LOW STRENGTH MATERIAL, OR CLSM).

ABANDONED PIPES SHALL BE PLUGGED ON BOTH ENDS.

7. ALL SAW CUTS IN PAVEMENT SHALL BE FULL DEPTH.

8. THE CONTRACTOR IS REQUIRED TO VERIFY THE LOCATION OF ALL UTILITIES, TO TAKE

NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL UTILITIES ENCOUNTERED,

AND TO NOTIFY THE ENGINEER PROMPTLY OF ALL CONFLICTS OF THE WORK WITH

EXISTING UTILITIES.

UTILITY NOTES:

1. THE LOCATION OF UNDERGROUND UTILITIES DEPICTED ON THESE DRAWINGS ARE

BASED ON RECORD DRAWINGS PROVIDED TO OR OBTAINED BY THE ENGINEER. IT

MAY NOT REPRESENT ALL UTILITIES PRESENT OR THEIR ACTUAL LOCATIONS. THE

CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES TO DETERMINE THE EXACT

LOCATION OF EXISTING UTILITIES AT SPECIFIC POINTS OF CONNECTION.

2. THE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANIES

TO RELOCATE OR DIVERT ANY UTILITY IN CONFLICT WITH PROPOSED CONSTRUCTION

AS NOT TO DISRUPT SERVICE. CONTRACTOR SHALL RESTORE, RELOCATE OR DIVERT

UTILITY TO ITS ORIGINAL CONDITION AND LOCATION WHEN APPLICABLE UPON

COMPLETION OF CONSTRUCTION.

GRADING AND DRAINAGE NOTES:

1. UNLESS OTHERWISE NOTED, ALL GRADES BETWEEN SPOT ELEVATIONS ARE

STRAIGHT LINE AND INTERPOLATION CAN BE MADE ON THAT BASIS TO DETERMINE

INTERMEDIATE ELEVATIONS WHERE REQUIRED.

2. CONTRACTOR SHALL VERIFY AND MATCH EXISTING GRADES WHERE IT MEETS NEW

CONSTRUCTION. IF ADJUSTMENTS ARE NECESSARY, CONTRACTOR SHALL ADVISE

ENGINEER.

3. ALL DRAINAGE CONDUITS SHALL BE RCP CLASS III UNLESS NOTED OTHERWISE.

"O-RING'' JOINTS SHALL BE REQUIRED FOR ALL STORM SEWER PIPE UNDER

PAVEMENT.

ALL PIPE & CONCRETE BOX CULVERT JOINTS ARE TO CONTAIN THE APPROPRIATE

GASKET OR JOINT MATERIAL AND WRAPPED WITH A TWO FEET WIDE FILTER FABRIC

STRIP AROUND THE JOINT AND OVERLAPPING TWO FEET.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE DRAINAGE AT

ALL TIMES THROUGHOUT THE CONSTRUCTION DURATION.

EROSION CONTROL NOTES:

1. CONTRACTOR SHALL PLACE SILT FENCE AS LOCATED ON SEDIMENTATION AND

EROSION CONTROL PLAN.

2. THE HEIGHT OF THE INLET SEDIMENT BARRIER SHALL NOT EXCEED 36 INCHES.

HIGHER BARRIER MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE

OF THE BARRIER.

3. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL, CUT TO THE

LENGTH OF THE SEDIMENT BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS

ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT

POST, WITH A MINIMUM 6-INCH OVERLAP AND SECURELY SEALED.

4. POSTS SHALL BE SPACED A MAXIMUM OF 4'-8" APART AT THE SEDIMENT BARRIER

LOCATION, AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12-INCHES).

EXTRA STRENGTH FABRIC SHALL BE USED.

5. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4-INCHES WIDE, AND 4-INCHES

DEEP, ALONG THE LINE OF POSTS AND UPSLOPE FROM THE SEDIMENT BARRIER.

6. THE FABRIC SHALL BE STAPLED OR WIRED TO THE SILT FENCE, AND 8-INCHES OF THE

FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND

MORE THAN 36-INCHES ABOVE THE ORIGINAL GROUND SURFACE.

7. THE TRENCH SHALL BE BACKFILLED AND SOIL COMPACTED TO 95% STANDARD

PROCTOR OVER THE FILTER FABRIC.

8. INLET SEDIMENT BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH

RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED

REPAIRS SHALL BE MADE IMMEDIATELY.

9. SHOULD THE FABRIC ON A SILT FENCE OR SEDIMENT BARRIER DECOMPOSE OR

BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE, AND THE

BARRIER IS STILL NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.

10. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT

INCH OR

MORE AND WHEN DEPOSITS REACH APPROXIMATELY

OF THE HEIGHT OF THE

BARRIER.

11. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER

BARRIER IS REMOVED, SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE

PREPARED AND SODDED.

12. INLET SEDIMENT BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR

USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY

STABILIZED.

13. A COPY OF THE EROSION CONTROL SITE PLAN MUST BE ON SITE AT ALL TIMES AND

MADE AVAILABLE TO THE INSPECTOR UPON REQUEST.

14. A STORM WATER DISCHARGE PERMIT IS REQUIRED BEFORE ANY LAND DISTURBING

ACTIVITY CAN BEGIN.

15. A NOTICE OF INTENT (NOI) SHALL BE SUBMITTED 30 DAYS PRIOR TO THE INITIAL

DISTURBANCE OF SOILS.

16. THE CONTRACTOR MUST CONSTRUCT AND MAINTAIN THE CONCRETE WASHOUT

THROUGHOUT THE PROJECT DURATION.

17. CONSTRUCTION ACTIVITIES THAT RESULT IN LAND DISTURBANCE OF EQUALS TO OR

GREATER THAN ONE (1) ACRE, OR LESS THAN ONE (1) ACRE IF THEY ARE PART OF A

LARGE COMMON PLAN OF DEVELOPMENT OR SALE THE TOTALS AT LEAST ONE (1)

ACRE MUST OBTAIN A PERMIT FROM ODEQ (FORM 606-002a) FOR STORM WATER

DISCHARGES FROM CONSTRUCTION ACTIVITIES. THIS MEANS THAT LAND

DISTURBANCE OF ONE (1) ACRE OR MORE MUST PERMIT WITH ODEQ AND THE CITY

OF OKLAHOMA CITY, STORM WATER QUALITY.

BM #503

BM #504

BM #505

BM #506

BM #507

M

I K

O

N

R

O

N

Y

B

L

V

D

Q U

E S

A D

A

D

R

Q U

E S

A D

A

D

R

S.W. 66TH ST.

HELMS ST.

SW 64TH ST.

"SW 64TH ST.

(LINDAY LANE)"

F O

S T

R

V E

25pr COPPER CABLE

BURIED 12" BELOW PAVEMENT

BM #500

BM #501

BM #502

S.W. 74th STREET

Q U

E S

A D

A

D

R I V

E

8'X10' BUILDING

22'X22' BUILDING

BUILDING

FND MAG NAIL IN

CA669 SHINER

60' R/W PER

WC-0478 AS-BUILT

DRAWINGS DATE

10-JAN-06

1295.62

IP

FND MAG NAIL W MACOKC CA 699 SHINER NO OCCR

C2-025

N

00 100' 200'

00 100' 200'

N

WM

MJ

LOCATION MAP &

SURVEY CONTROL

No. Date Description

Issued by

Issued to lead or pm designed

WORK REQUEST NO.

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

drawn approved by

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

QUESADA DRIVE & GATE

ISSUED BY

OFFICE OF

facility management amp - 400 drawn d r a w in g N a m e d r a w in g N a m e

TCV

Drawing No. DTFAAC-16-D-00035

WBS

11/25/2021

0 12/14/2022 ISSUED FOR BIDS

WBS FAA

P

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

IG

N -W

O R K

IN

G \C

IV

L \A

U T O C A D \C

\C -0

.D

/2 :5

:0

P

M

P

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

IG

N -W

O R K

IN

G \C

IV

L \A

U T O C A D \C

\C -0

.D

/2

:5

:0

P

M

MATCH LINE ABOVE LEFT

MATCH LINE BELOW RIGHT

SCALE IN FEET

SCALE IN FEET

Original Bench Mark:

Source: City of Oklahoma City GPS Datum

Horizontal Datum: NAD83\CORS 96; NSRS 2007

Vertical Datum: NAVD88; GEOD 03

Bench Mark #

Northing:

Easting:

Elevation:

Description:

Object:

148192.24

2087390.368

1287.424

Approximately 20' West of the CL of Meridian Ave. and 70' North of the CL of Amelia

Earhart Ln.

OKC 2” Diameter Aluminum Cap

Bench Marks by Johnson & Associates

Set On/Around Site:

Bench Mark #

Northing:

Easting:

Elevation:

Description:

Object:

Bench Mark #

Northing:

Easting:

Elevation:

Description:

Object:

Bench Mark #

Northing:

Easting:

Elevation:

Description:

Object:

143157.07

2080045.80

1289.61

Approximately 375' North of the CL of SW 74 and 5' East of a light pole.

#4 Bar with J&A Control Cap

143572.95

2080038.66

1288.74

Approximately 790' North of the CL of SW 74th St., 25' East of the CL of Quesada Dr.

and 5' East of a light pole.

#4 Bar with J&A Control Cap

143986.25

2079996.19

1287.62

Approximately 1200' North of the CL of SW 74th St., 600' South of the CL of Helms

St., 25' East of the CL of Quesada Dr. and 5' East of a light pole.

#4 Bar with J&A Control Cap th St., 25' East of the CL of Quesada Dr.

Bench Mark #

Northing:

Easting:

Elevation:

Description:

Object:

Bench Mark #

Northing:

Easting:

Elevation:

Description:

Object:

145879.07

2079975.49

1289.89

Approximately 540' North of the CL of SW 64th St., 25' East of the CL of Quesada Dr.

and 5' East of a light pole.

#4 Bar with J&A Control Cap

146335.14

2080048.75

1298.26

Approximately 25' North of the North curb Mike Monroney Blvd. in line with the CL

Quesada dr.

#4 Bar with J&A Control Cap

Object:

Bench Mark #

Northing:

Easting:

Elevation:

Description:

Object:

Bench Mark #

Northing:

Easting:

Elevation:

Description:

Object:

Bench Mark #

Northing:

Easting:

Elevation:

Description:

144507.33

2079976.71

1287.90

Approximately 75' South of the CL of Helms St., 20' East of the CL of Quesada Dr.

and 5' West of a fire hydrant.

#4 Bar with J&A Control Cap

145012.16

2079984.21

1293.07

Approximately 230' North of the CL of SW 66th St., 30' East of the CL of Quesada Dr.

and 10' East of a light pole.

#4 Bar with J&A Control Cap

145540.45

2079973.40

1298.68

Approximately 200' North of the CL of SW 64th St., 25' East of the CL of Quesada Dr.

and 5' East of a light pole.

#4 Bar with J&A Control Cap

PV-0497

QUESADA DRIVE CRL

N

00 100' 200'

SCALE IN FEET

by

Issued to lead or pm designed

WORK REQUEST NO.

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

drawn approved by

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

QUESADA DRIVE & GATE

ISSUED BY

OFFICE OF

facility management amp - 400 drawn d r a w in g N a m e d r a w in g N a m e

TCV

Drawing No. DTFAAC-16-D-00035

WBS

11/25/2021

0 12/14/2022 ISSUED FOR BIDS

WBS FAA

C2-030

TUS

JAF

ABBREVIATION LEGEND

P

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

IG

N -W

O R K

IN

G \C

IV

L \A

U T O C A D \C

\C -0

.D

/2 :5

:1 P

M

P

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

IG

N -W

O R K

IN

G \C

IV

L \A

U T O C A D \C

\C -0

.D

/2

:5

:1 P

M

PV-0497

ABBREVIATIONS

A

B

C

D

E

F

G

K

J

I

H

L

M

Q

N

O

P

R

S

T

U

V

W

X

Y

ABAN.

ABUT.

ACC.

AC.

ADA

ADD'L.

ADJ.

ADT

AE

AGGR.

A.I.

AHD.

ALT.

ALUMN.

APPR.

APPL.

APPROX.

APR.

ARCH.

ASB.

ASPH.

ASP.

AVE.

AVG. AZ.

ABANDONED

ABUTMENT

ACCESS

ACRE

AMERICANS WITH DISABILITIES ACT

ADDITIONAL

ADJUST

AVERAGE DAILY TRAFFIC

AIR-ENTRAINED

AGGREGATE

AREA INLET

AHEAD

ALTERNATE

ALUMINUM

APPROACH

APPLICATION

APPROXIMATE

APRON

ARCHITECTURAL

ASBESTOS

ASPHALT

ASPHALT

AVENUE

AVERAGE AZIMUT

BL

BAL.

BBL.

BDY.

BEG.

BH

BIT.

BK.

BKWL.

BLDG.

BLK.

BLVD.

B.M.

BOC

B.O.P. OR BP

BRG.

B.S.

B.W.

BLOCK LINE; BASE LINE: BUILDING LINE

BALANCE

BARREL

BOUNDARY

BEGIN

BORE HOLE

BITUMINOUS

BACK

BACKWALL

BUILDING

BLOCK

BOULEVARD

BENCH MARK

BACK OF CURB

BEGINNING OF PROJECT

BEARING

BACK SIGHT

BARBED WIRE

C.

CL

CGMP

CGMPA

C & G

CIP

CL.

CLR.

CMP

CO.

COMM

CONC.

CONOCO

CONST.

CONTR.

COOR.

COR.

CORP.

CRL

CU.

CULT.

CULV.

CENTER

CENTERLINE

CORRUGATED GALVANIZED METAL PIPE

CORRUGATED GALVANIZED METAL PIPE ARCH

CURB & GUTTER

CAST IRON PIPE

CLASS

CLEAR

CORRUGATED METAL PIPE

COUNTY

COMMUNICATION LINE UNDERGROUND

CONCRETE

CONOCO PETROLEUM LINE

CONSTRUCT

CONTRACTOR

COORDINATE

CORNER

CORPORATE; CORPORATION

CONSTRUCTION REFERENCE LINE

CUBIC

CULTIVATED

CULVERT

D

DA

[ DB ]

DBL.

DEMO.

DET.

D.I.

DIA.

DIFF.

DIM.

DIP

DIST.

DR.

DWL.

DEGREE OF CURVE

DRAINAGE AREA

DUCT BANK

DOUBLE

DEMOLISH / DEMOLITION

DETAIL

DROP INLET

DIAMETER

DIFFERENCE

DIMENSION

DUCTILE IRON PIPE

DISTANCE

DRIVE

DOWEL

E.

EA.

ELEV.

ELEC.

EMB.

ENGR.

ENTR.

EOH

E.O.P. OR EP

EQ.

EQUIV.

EST.

EUG

CURVE EXTERNAL DISTANCE; EAST

EACH

ELEVATION

ELECTRIC

EMBANKMENT

ENGINEER

ENTRANCE

ELECTRIC OVERHEAD

END OF PROJECT

EQUAL; EQUATION

EQUIVALENT

ESTIMATE

ELECTRIC UNDERGROUND

FAA

FDC

FE.

FF

F.G.

F.H.

FIN.

FL

FLR.

FND

FOC

FRTG.

F.S.

FT.

FTG.

FWD.

FEDERAL AVIATION ADMINISTRATION

FIRE DEPARTMENT CONNECTION

FENCE

FINISH FLOOR

FINNISH GRADE

FIRE HYDRANT

FINISH

FLOW LINE

FLOOR

FIND

FACE OF CURB

FRONTAGE

FORE SIGHT

FOOT; FEET

FOOTING

FORWARD

G.

GA.

GAS

GAL.

GALV.

GAR.

G.I.P.

G.L.

GND.

GP

GPM.

GR.

GRND.

GT

GV

GUTTER

GAGE

GAS LINE

GALLON

GALVANIZED

GARAGE

GALVANIZED IRON PIPE

GROUND LINE

GROUND

GUTTER PAN

GALLONS PER MINUTE

GRADE

GROUND

CURB GUTTER

GAS VALVE

HDWL.

H.E.S.

H.I.

HORIZ.

H.P.

HR.

H.R.

HSE.

HT.

H.W.

HWY.

HYD.

HEADWALL

HIGH EARLY STRENGTH

HEIGHT OF INSTRUMENT

HORIZONTAL

HIGH PRESSURE

HOUR

HANDRAIL

HOUSE

HEIGHT

HIGH WATER

HIGHWAY

HYDRANT

I.D.

IN.

INCL.

INFO.

INV.

I.P.

INSIDE DIAMETER

INCH

INCLUDE

INFORMATION

INVERT

IRON PIN

JCT.

JT.

JTS.

JUNCTION

JOINT

JOINTS

K.

KOCH

RATE OF VERTICAL CURVATURE

KOCH PETROLEUM LINE

L.

LB.

L.F.

LONG.

L.P.

LT.

L.W.

LENGTH OF CURVE

POUND

LINEAR FEET

LONGITUDINAL

LOW POINT or LIGHT POLE

LEFT

LOW WATER

MATL.

MARATHON

MAX.

MECH.

MFGR.

M.H.

MIN.

MISC.

MON

M.J.

M.P.H.

MTR.

MATERIAL

MARATHON PETROLEUM LINE

MAXIMUM

MECHANICAL

MANUFACTURER

MANHOLE

MINIMUM

MISCELLANEOUS

MONUMENT

MECHANICAL JOINT

MILES PER HOUR

METER

N.

NO.

N.T.S.

N.I.C.

NORTH

NUMBER

NOT TO SCALE

NOT IN CONTRACT

O.C.

O.C.E.W.

O.D.

ODOT

ON CENTER

ON CENTER EACH WAY

OUTSIDE DIAMETER

OKLAHOMA DEPARTMENT

OF TRANSPORTATION

E.W.

EXC.

EXIST.

EXP.

EXT.

EACH WAY

EXCAVATION; EXCEPTION

EXISTING

EXPANSION

EXTEND; EXTENSION; EXTREME

P.C. & PC

P.C.B.

P.C.C. & PCC

P.C.CONC.

PERF.

P.I. & PI

P.K. NAIL

PL

P.O.C. & PCC

P.O.S.T.

P.O.T. & P0T P.P.

P & P

PR.

P.R.C. & PRC

PROJ.

PROP.

P.S.I.

P.T. & PT

PUG

PVC.

PVMT.

PWR.

POINT OF CURVATURE

PRESTRESSED CONCRETE BEAM

POINT OF COMPOUND CURVE

PORTLAND CEMENT CONCRETE

PERFORATED

POINT OF INTERSECTION; PLASTICITY INDEX

PARKER-KALON MASONRY NAIL

PROPERTY LINE

POINT ON CURVE

POINT ON SUB-TANGENT

POINT ON TANGENT

POWER POLE

PLAN AND PROFILE

PAIR

POINT OF REVERSE CURVE

PROJECT

PROPERTY

POUNDS PER SQUARE INCH

POINT OF TANGENCY

POWER UNDERGROUND

POLYVINYL-CHLORIDE

PAVEMENT

POWER

Q.

QTR.

QTY.

DISCHARGE (CFS)

QUARTER

QUANTITY

R.

R.C.P.A. & RCPA

R.C.B. & RCB

R.C.P. & RCP

RD.

RDY.

REF.

REINF.

REQ'D.

RET.

REV.

RND.

R.P.

R.R. & RR

RT.

R/W

RY.

RADIUS

REINFORCED CONCRETE ARCH PIPE

REINFORCED CONCRETE BOX

REINFORCED CONCRETE PIPE

ROAD; ROOF DRAIN

ROADWAY

REFERENCE

REINFORCED

REQUIRED

RETAINING

REVISE; REVISED

ROUND

REFERENCE POINT

RAILROAD

RIGHT

RIGHT OF WAY

RAILWAY

S.

SAN.

SD.,STRM & ST

S.D.

SCHED.

SEC.

SERV.

SGL.

SH

S.H.

SHT.

SHLDR.

SIG.

SIM.

S.J.

SL

SP.

SPEC.

SQ.

SRVY.

S.S. & SS

ST.

STA.

STAB.

STD.

STL.

STR.

SURF.

SV

S.W.

SWR.

SOUTH

SANITARY

STORM DRAIN

SIDE DRAIN; SIGHT DISTANCE

SCHEDULE

SECTION

SERVICE

SINGLE

SPRINKLER HEAD

STATE HIGHWAY

SHEET

SHOULDER

SIGNAL

SIMILAR

SAW JOINT

SECTION LINE

SPECIAL

SPECIFICATIONS

SQUARE

SURVEY

SANITARY SEWER

STREET

STATION

STABILIZED

STANDARD

STEEL

STRUCTURE

SURFACE

SPRINKLER VALVE

SIDEWALK

SEWER

T.

T.B.

T.B.M.

T.B.S.C.

T.C. & TC

TEL.

TEMP.

TG

THK.

THRU.

TOPO.

TANGENT; TOWNSHIP; THICKNESS

TOP OF BOX

TEMPORARY BENCH MARK

TRAFFIC - BOUND SURFACE COURSE

(REFER TO ODOT SPEC SECTION 402)

TOP OF CURB

TELEPHONE; TELECOMMUNICATION

TEMPORARY

TOP OF GRATE

THICK

THROUGH

TOPOGRAPHY

UGC

U/E

UGE

U.S.C.&G.S.

U.S.G.S.

UNDERGROUND CABLE

UTILITY EASEMENT

UNDERGROUND ELECTRIC

UNITED STATES COAST & GEODETIC SURVEY

UNITED STATES GEOLOGICAL SURVEY

V.G.

VAR.

V.C.

V.C.P.

VEH.

VERT.

VP

VOL.

VALLEY GUTTER

VARIABLE; VARIES

VERTICAL CURVE

VITRIFIED CLAY PIPE

VEHICLE

VERTICAL

VENT PIPE

VOLUME

W. & W W/ W/O W.M.

WGT.

WV

WWF.

WEST & WATER

WITH

WITHOUT

WATER METER

WEIGHT WELDED

WATER VALVE

WIRE FABRIC

XFMR.

X-SEC

X-ING

TRANSFORMER

CROSS SECTION

CROSSING

YD.

YR.

YARD

YEAR

ODOT SPEC

O.H.

OHE

ORIG.

OKLAHOMA DEPARTMENT OF TRANSPORTATION

2019 STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION

OVERHEAD

OVERHEAD ELECTRIC

ORIGINAL

T.P.

T.R.

TRAF.

TRANS.

TUG

TYP.

TURNING POINT; TOP OF PIPE

TOP OF RAIL; TOP OF RIM

TRAFFIC

TRANSFORMER

TELEPHONE UNDERGROUND

TYPICAL

by

Issued to lead or pm designed

WORK REQUEST NO.

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

drawn approved by

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

QUESADA DRIVE & GATE

ISSUED BY

OFFICE OF

facility management amp - 400 drawn d r a w in g N a m e d r a w in g N a m e

TCV

Drawing No. DTFAAC-16-D-00035

WBS

11/25/2021

0 12/14/2022 ISSUED FOR BIDS

WBS FAA

C2-040

TUS

JAF

STORM WATER MANAGEMENT/EROSION

AND SEDIMENT CONTROL NOTES

P

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

IG

N -W

O R K

IN

G \C

IV

L \A

U T O C A D \C

\C -0

.D

/2 :5

:2

P

M

P

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

IG

N -W

O R K

IN

G \C

IV

L \A

U T O C A D \C

\C -0

.D

/2 :5

:2

P

M

STORM WATER MANAGEMENT

EROSION AND SEDIMENT CONTROL NOTES

BP: 10+00.00

PC: 21+37.23

PT: 19+22.30

11+00

12+00

13+00

14+00

15+00

16+00

18+00

S.W. 74TH STREET

SECTION LINE

N89° 41' 08.03"E

439.411'

90° 0'0

125.62

PI

FND MAG NAIL W

MACOKC CA 699 SHINER NO OCCR

18+47

10+00

11+00

12+00

13+00

14+00

15+00

16+00

18+00

L

L

C1

1/4 S

EC

TI

ON

LI

NE

BP: 10+00.00

APPARENT CENTERLINE OF

S.W. 74TH STREET

EP: 18+47.36

PC: 16+88.37PT: 17+00.05

P-05

P-10

B-03

B-01

B-02

P-09

P-04

QUESADA DRIVE CRL PACKAGE A

NUMBER

L1

C1

L2

PC/BEGIN

STA.10+00.00

E=2080011.6063

N=142782.0332

STA.16+88.37

E=2080007.8282

N=143470.3933

STA.17+00.05

E=2080007.5904

N=143482.0745

PI

STA.16+94.21

E=2080007.7961

N=143476.2357

PT/END

STA.16+88.37

E=2080007.8282

N=143470.3933

STA.17+00.05

E=2080007.5904

N=143482.0745

STA.18+47.36

E=2080009.5874

N=143629.3665

BEARING

N0° 18' 52.11"W

N0° 46' 36.41"E

DELTA

1°42'12"

RADIUS

393.00'

ARC/LENGTH

688.37'

11.68'

147.31'

TANGENT

5.84'

NOTES:

1. SEE VOLUME I, SHEET TS-005 AND TS-006 FOR HORIZONTAL AND

VERTICAL CONTROL.

2. BEARINGS GIVEN ARE BASED ON THE STATE PLANE COORDINATE

SYSTEM. No. Date Description

Issued by

Issued to lead or pm designed

WORK REQUEST NO.

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

drawn approved by

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

QUESADA DRIVE & GATE

ISSUED BY

OFFICE OF

facility management amp - 400 drawn d r a w in g N a m e d r a w in g N a m e

TCV

Drawing No. DTFAAC-16-D-00035

WBS

11/25/2021

0 12/14/2022 ISSUED FOR BIDS

WBS FAA

QUESADA DRIVE ALIGNMENT CRL

00 100' 200'

N

C2-050

TUS

JAF

GEOMETRY PLAN

P

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

IG

N -W

O R K

IN

G \C

IV

L \A

U T O C A D \C

\C -0

.D

/2

:5

:5

P

M

P

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

IG

N -W

O R K

IN

G \C

IV

L \A

U T O C A D \C

\C -0

.D

/2 :5

:5

P

M

SCALE IN FEET

PV-0497

SECTION CORNER/LINES TAKEN FROM SIGNED/SEALED

SURVEY BY JOHNSON & ASSOCIATES. SEE SHEETS TS-001

THROUGH TS-006 OF VOLUME I.

IF PACKAGE "B" IS AWARDED,

SEE SHEET C5-050 OF VOLUME V

FOR CRL ALIGNMENT.

QUESADA DRIVE CRL

PACKAGE "A"

B-02

P-05

APPROXIMATE SOIL BORING LOCATION

APPROXIMATE SOIL BORING/PAVEMENT CORE LOCATION

LEGEND

C2-060

Issued by

Issued to lead or pm designed

WORK REQUEST NO.

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

drawn approved by

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

QUESADA DRIVE & GATE

ISSUED BY

OFFICE OF

facility management amp - 400 drawn d r a w in g N a m e d r a w in g N a m e

TCV

Drawing No. DTFAAC-16-D-00035

WBS

11/25/2021

0 12/14/2022 ISSUED FOR BIDS

WBS FAA

C2-060

TUS

JMH

TEMPORARY TRAFFIC CONTROL

P

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

IG

N -W

O R K

IN

G \C

IV

L \A

U T O C A D \C

\C -0

.D

/2 :5

:3

P

M

P

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

IG

N -W

O R K

IN

G \C

IV

L \A

U T O C A D \C

\C -0

.D

/2 :5

:3

P

N

C O R D

C I V I L

I N S T I T U T E

T

O

W

E

R

T O W E R

G U

A R

D

S

T A

F F

P A

R K

I

L Y

C H

A

H

I C

L E

P A

R K

I

L

Y

G U

A R

D

S

T A

F F

P A

R K

I

L Y

No. Date Description

Issued by

Issued to lead or pm designed

WORK REQUEST NO.

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

drawn approved by

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

QUESADA DRIVE & GATE

ISSUED BY

OFFICE OF

facility management amp - 400 drawn d r a w in g N a m e d r a w in g N a m e

TCV

Drawing No. DTFAAC-16-D-00035

WBS

11/25/2021

0 12/14/2022 ISSUED FOR BIDS

WBS FAA

N

C2-061

TUS

JAF

HAUL ROUTE TO DISPOSAL SITE

P

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

IG

N -W

O R K

IN

G \C

IV

L \A

U T O C A D \C

\C -0

1.

D

/2 :5

:2

P

M

P

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

IG

N -W

O R K

IN

G \C

IV

L \A

U T O C A D \C

\C -0

1.

D

/2

:5

:2

P

M

SCALE IN FEET

0 600 1200

HAUL ROUTE

ROCKWELL AVENUE

HAUL ROUTE

S.W. 74TH STREET

GRAVEL ROAD TO

TANK BATTERY &

SITE ENTRY

QUESADA

GATE

DISPOSAL SITE

SEE SHEET C2-062

S

F

S F

S F

S F

S F

SF SF SF SF

S

F

S

F

S

F

S

F

S

F

S

F

S

F

SF SF SF SF SF SF SF SF SF SF SF SF SF SF

S

F

S

F

S

F

S

F

S

F

S

F

No. Date Description

Issued by

Issued to lead or pm designed

WORK REQUEST NO.

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

drawn approved by

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

QUESADA DRIVE & GATE

ISSUED BY

OFFICE OF

facility management amp - 400 drawn d r a w in g N a m e d r a w in g N a m e

TCV

Drawing No. DTFAAC-16-D-00035

WBS

11/25/2021

0 12/14/2022 ISSUED FOR BIDS

WBS FAA

C2-062

TUS

JAF

DISPOSAL SITE & DISPOSAL NOTES

P

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

IG

N -W

O R K

IN

G \C

IV

L \A

U T O C A D \C

\C -0

1.

D

/2 :5

:3

P

M

P

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

IG

N -W

O R K

IN

G \C

IV

L \A

U T O C A D \C

\C -0

1.

D

/2

:5

:3

P

M

00 100' 200'

SCALE IN FEET

SILT FENCE

(BY OTHERS)

ANGLE IRON GRATES

(BY OTHERS)

ENTRY.

(BY OTHERS)

N

INTERIOR WILL BE

HYDROSEEDED

PRIOR TO CLOSURE

OF DISPOSAL AREA

(BY OTHERS).

RIDGE

SILT FENCE

(BY OTHERS)

PACKAGE "A" EXCAVATION SPOIL NOTES:

· EXCAVATION SPOIL GENERATED BY THE PROJECT SHALL

BE BE HAULED TO AND DISPOSED OF AT THIS DISPOSAL

SITE PER MANDATE OF THE FAA.

· EXCAVATION SPOIL SHALL BE SOIL ONLY. THE SOIL MAY

INCLUDE ROCKS NO LARGER THAN 1.5" IN ANY DIMENSION.

ALL OTHER EXCAVATION AND/OR DEMO MATERIALS SHALL

BE BECOME PROPERTY OF THE CONTRACTOR AND

DISPOSED OF IN A LAWFUL MANNER OUTSIDE THE

FAA/OCAT PROPERTY.

· THE DISPOSAL SITE IS/WAS DESIGNED BY OTHERS AND

WAS PROVIDED TO BENHAM BY THE FAA. BENHAM IS NOT

RESPONSIBLE FOR THE DESIGN. BENHAM DOES NOT

WARRANT AND/OR GUARANTEE THE ACCURACY OR

COMPLETENESS OF ANY INFORMATION DEPICTED HEREIN

REGARDING THE DISPOSAL SITE.

· DESIGN, CONSTRUCTION, PERMITTING AND MAINTENANCE

OF ALL SEDIMENTATION AND EROSION CONTROL.

MEASURES SHALL BE THE RESPONSIBILITY OF OTHERS.

· CONTRACTOR TO ASSUME THE DISPOSAL SITE IS IN

OPERATION AND UNDER THE CONTROL OF ANOTHER

CONTRACTOR AND/OR THE FAA. THE CONTRACTOR SHALL

COORDINATE AND COOPERATE WITH OTHER THE

CONTRACTOR(S) AND THE FAA FOR ALL ASPECTS OF

ACCESS, USE, AND OPERATION OF THE DISPOSAL SITE.

· THE CONTRACTOR SHALL BE RESPONSIBLE FOR

PROTECTION AND RESTORATION OF SEDIMENTATION AND

EROSION CONTROL FACILITIES IN A TIMELY MANNER DUE

TO DAMAGES CAUSED BY THE CONTRACTOR.

· THE CONTRACTOR IS RESPONSIBLE FOR DETERMINATION

OF ALL QUANTITIES FOR EARTHWORK AND OTHER

CONSTRUCTION MATERIALS. NOTWITHSTANDING SAID

RESPONSIBILITY, THE SPOIL MATERIAL FOR PACKAGE "A" IS

ESTIMATED TO BE 738 CY WITHOUT REGARD TO BULKING

AND/OR COMPACTION FACTORS.

· THE CONTRACTOR SHALL SPREAD THE SPOIL MATERIAL IN

LIFTS NOT TO EXCEED 2" FOLLOWING THE EXISTING

CONTOURS, OR AS REQUESTED BY THE CONTRACTOR

RESPONSIBLE FOR THE SITE, AND/OR AS DIRECTED FAA.

· THE CONTRACTOR SHALL SUBMIT IN WRITING, A

PROPOSED SCHEDULE FOR THE START, DATES/TIMES OF

OPERATION, AND COMPLETION OF SPOIL DISPOSAL FOR

THE REVIEW AND APPROVAL BY THE FAA.

· SEE SHEET C2-061 FOR APPROVED HAUL ROUTE TO

DISPOSAL SITE.

40' BAND OF SOD

AT PERIMTER

(BY OTHERS)

PACKAGE "A" DISPOSAL

SITE (SHADED AREA) = 20

ACRES MORE OR LESS)

G

8" PVC

4" PVC

C2

4" P

VC2" GAS SERVICE LINE (BY OTHERS)

C1

P P

6"

1 12"

1 1 2"

10+00 11+00

12+00 13+00

14+00 15+00

16+00 17+00

18+00

GUARD STAFF

PARKING ONLY

CHASE VEHICLE

PARKING ONLY

GUARD STAFF

PARKING ONLY

A

C

O N

C R

E T

E

P

A D

G E

N E

R A

T O

R

O

N

C

O N

C R

E T

E

P

A D

GRAVEL

G R

A S

S

E L E

C T

R I C

M E

T

E

R O

U N

D

P

O S

T

R O

U N

D

P

O S

T

R O

U N

D

P

O S

T

E L E

C T

R I C

T

A L L

C

H A

I N

L I N

K w

S

T R

A N

D

B

A R

B E

D

W

I R

E

F

E N

C E

T

A L L

C

H A

I N

L I N

K w

S

T R

A N

D

B

A R

B E

D

W

I R

E

F

E N

C E

C O

X

O G

E

COX

C O

M M

U N

I C

A T

I O

N S

E L E

C T

R I C

T R

A N

S F

O R

M E

R

T R

A N

S F

O R

M E

R

F L

G R

A S

S

S W h

T R

E E

T

QUESADA DRIVE

R

I G

H

S

T

T U

G

H T

S

I G

N

U N

K N

O W

N

V

A U

L T

F L

P A

R K

I N

G

S

I G

N

T R

A F

F

G

N A

L

L A

G

N

T R

F

F

C H

A I N

L I N

K

F

E N

C E

P A

R K

I N

G

S

I G

N

F L

S I G

N

R

C P

L O

W

S

P E

E D

V E

H I C

L Y

S

I G

N

C H

A I N

L I N

K

F

E N

C E

GRAVEL

X

B

U I L D

I N

G

A P

P R

O X

L O

C A

T I O

N

W

A T

E R

L I N

E

P E

R

O

L A

S

W

C

P

R

K I N

G

S

I G

N

G

R

A

V

E

L

A P

P R

O X

L O

C A

T I O

N

A

B A

N D

O N

E D

W

A T

E R

L I N

E

P

C

A S

B

U I

A

W I N

T

E

J A

N

60' R/W PER WC-0478

AS-BUILT DRAWINGS

DATE 10-JAN-06

E L

O N

T A

N G

O

C

A B

L E

E L

O N

T A

N G

O

C

A B

L E

W A

T E

R

C

O N

T A

N G

O

F

I B

E R

G L

A S

S

E L

O N

T A

N G

O

C

A B

L E

E L

O N

T A

N G

O

C

A B

L E

E L

A A

P

V C

W A

T E

R

C

O N

T A

N G

O

F

I B

E R

G L

A S

S

O

C A

T

G

A S

P

V C

O

C A

T

G

A S

P

V C

C O

C A

T

P

V C

C O

C A

T

P

V C

C O

C A

T

P

V C

C O

C A

T

P

V C

O

C A

T

G

A S

P

V C

C O

C A

T

P

V C

W A

T E

R

C

I P

C O

O X

X

N

C

E L

A A

N

C

C O

O X

N

C

W A

T E

R

C

I P

C O

O X

N

C

E L

A A

N

C

C O

C A

T

P

V C

C O

C A

T

P

V C

C O

C A

T

P

V C

C2-065

No. Date Description

Issued by

Issued to lead or pm designed

WORK REQUEST NO.

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

drawn approved by

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

QUESADA DRIVE & GATE

ISSUED BY

OFFICE OF

facility management amp - 400 drawn d r a w in g N a m e d r a w in g N a m e

TCV

Drawing No. DTFAAC-16-D-00035

WBS

11/25/2021

0 12/14/2022 ISSUED FOR BIDS

WBS FAA

N

TUS

JAF

POTHOLING FOUND

LOCATIONS

P

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

IG

N -W

O R K

IN

G \C

IV

L \A

U T O C A D \C

\C -0

U T .D

/2 :5

8:

P

M

P

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

IG

N -W

O R K

IN

G \C

IV

L \A

U T O C A D \C

\C -0

U T .D

/2 :5

8:

P

M

CONCRETE PAVEMENT

BUILDING

GRASS

SITE LEGEND

SIDEWALK

SECURITY FENCE

T.B.S.C.

N

KEY MAP

SW 74TH STREET

Q U

E S

A

I V

E

M

I

N

R

O

N

V

D

PV-0497

QUESADA DRIVE CRL

PACKAGE "A"

COMM FAA

3" NATURAL

GAS LINE

EXISTING 12" WATER

LINE

ABANDONED 12"

WATER LINE

COMM COX

UNDERGROUND

ELECTRIC

UNDERGROUND

ELECTRIC

PH# 013, (CONTANGO)

4-1/2" CABLE ELEC

STA.18+00.37, 6.12' LT.

TP EL.1285.06

PH# 016,

(CONTANGO)

4-1/2" CABLE ELEC

STA.18+00.70,

29.48' RT.

TP EL.1284.33

PH# 014, (CONTANGO)

2" FIBERGLASS WATER

STA.17+57.17, 28.96' RT.

TP EL.1284.03

PH# 015, (CONTANGO)

1/2" CABLE ELEC

STA.17+57.44, 28.98' RT.

TP EL.1285.51

PH# 011, (CONTANGO)

2" FIBERGLASS WATER

STA.17+58.39, 6.22' LT.

TP EL.1284.79

PH# 012, (CONTANGO)

1/2" CABLE ELEC

STA.17+59.28, 6.25' LT.

TP EL.1284.97

PH# 050, ELEC (FAA)

2" PVC

STA.16+70.60, 30.51' RT.

TP EL.1286.91

PH# 034, COMM (COX)

24"X18" CONC.

STA.10+33.10, 76.14' LT.

TP EL.1288.34

PH# 028, (WATER)

12" CIP

STA.10+31.84, 107.40' RT.

TP EL.1283.41

PH# 029, (WATER)

12" CIP

STA.10+40.41, 75.86' LT.

TP EL.1285.46

PH# 049, ELEC (FAA)

24"X24" CONC.

STA.10+50.62, 76.74' LT.

TP EL.1288.99

PH# 038, COMM (OCAT)

3-2" PVC

STA.11+48.76, 74.32' LT.

TP EL.1288.94

PH# 037, (OCAT NG)

3" PVC GAS

STA.11+99.02, 27.94' LT.

TP EL.1289.08

PH# 042, COMM (OCAT)

2-1" PVC

STA.12+02.61, 22.15' LT.

TP EL.1287.83

PH# 043, COMM (OCAT)

2-1" PVC

STA.12+00.52, 27.85' RT.

TP EL.1284.98

PH# 033, COMM (COX),

24"X18" CONC.

STA.10+40.76, 38.09' RT.

TP EL.1287.34

PH# 048, (ELEC FAA)

24"X24" CONC.

STA.10+47.36, 101.94' RT.

TP EL.1287.79

PH# 032, COMM (COX)

24"X18" CONC.

STA.10+38.68, 103.16' RT.

TP EL.1286.44

PH# 039, COMM (OCAT),

3-2" PVC

STA.11+45.59, 27.75' RT.

TP EL.1287.49

PH# 036, (OCAT NG)

3" PVC GAS

STA.12+00.70, 79.60' RT.

TP EL.1287.68

PH# 040, COMM (OCAT)

3-2" PVC

STA.11+35.73, 101.28' RT.

TP EL.1288.41

PH# 041, COMM (OCAT)

3-2" PVC

STA.11+32.55, 121.13' RT.

TP EL.1286.72

PH# 044, COMM (OCAT)

2-1" PVC

STA.11+83.57, 101.83' RT.

TP EL.1285.34

PH# 035, (OCAT NG)

STA.12+01.17, 117.60' RT.

3" PVC GAS

TP EL.1286.36

PH# 045, COMM (OCAT)

2-1" PVC

STA.11+81.91, 122.47' RT.

TP EL.1284.65

POTHOLE LEGEND

FOUND POTHOLING LOCATION

REQUESTED POTHOLING LOCATION

TOP OF UTILITY ELEVATIONTP EL.

NOTES: SEE SHEET C2-066 FOR POTHOLED

UTILITY LOCATION DATA, COORDINATES,

AND ELEVATIONS.

Issued by

Issued to lead or pm designed

WORK REQUEST NO.

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

drawn approved by

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

QUESADA DRIVE & GATE

ISSUED BY

OFFICE OF

facility management amp - 400 drawn d r a w in g N a m e d r a w in g N a m e

TCV

Drawing No. DTFAAC-16-D-00035

WBS

11/25/2021

0 12/14/2022 ISSUED FOR BIDS

WBS FAA

C2-066

TUS

JAF

POTHOLED DATA

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