Attachment 3 - 20204180 - FAA-PV Quesada Dr. West - 100 Percent CDs COMBINED DRAWINGS.pdf

PDF 10 MB Posted Apr 12, 2022

Attached to: MMAC: PV System Installation Quesada Dr. West
Solicitation number: 6973GH-22-R-00063
Issued by: Department of Transportation Federal Aviation Administration Franchise Acquisition Services

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for the installation of a photovoltaic system at the Federal Aviation Administration's Mike Monoroney Aeronautical Center in Oklahoma. The Federal Aviation Administration seeks to install a solar photovoltaic system at available land west of Quesada Drive to generate electricity and offset energy usage. Proposals must be submitted by email to the contracting officer by 5:00 pm Central Time on May 12, 2022. The solicitation includes sections on instructions, conditions, and notices to bidders as well as evaluation factors for award.

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Other files

File	Type	Posted
Question and Answers-6973GH-22-R-00063.pdf	PDF	May 5, 2022
6973GH-22-R-00063-0001.pdf	PDF	Apr 13, 2022
Attachment 8 - Past Performance Survey.docx	DOCX document	Apr 12, 2022
Attachment 4 - PV Quesada Dr. W Geotechnical Report.pdf	PDF	Apr 12, 2022
6973GH-22-R-00063.pdf	PDF	Apr 12, 2022
Attachment 11 - Contractor Release.pdf	PDF	Apr 12, 2022
Attachment 2 - PV System Quesada Dr. West 100 Percent Specifications R1 01052022.pdf	PDF	Apr 12, 2022
Attachment 7 - Wage Rate Decision_General Decision No_OK 20220049.pdf	PDF	Apr 12, 2022
Attachment 5 - SF 25 Performance Bond.pdf	PDF	Apr 12, 2022
Attachment 6 - SF 25A Payment Bond.pdf	PDF	Apr 12, 2022
Attachment 9 - Past Performance Experience Form.docx	DOCX document	Apr 12, 2022
Attachment 10 - Client Authorization Letter.docx	DOCX document	Apr 12, 2022
Attachment 1-Section B - Supplies or Services-Prices.xlsx	XLSX spreadsheet	Apr 12, 2022

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U S 77

CHICKASHA

SH 39

SH 59

PURCELL

SH 39

I-

U S

S H

I-

OKLA. CITY

SH 152

AIL

U S

TUTTLE

BLANCHARD

SH 37

MUSTANG

EL RENO

I-40 US 66

I-40

YUKON

EDMOND

AIRPARK

MAX WESTHEIMER

SH 9NORMAN

I-240

SHAWNEE

I-40

TURNER

US 62

US 66

KINGFISHER

SH 33

GUTHRIE

S H

SH 105

U S 77

CHICKASHA

SH 39

SH 59

PURCELL

SH 39

I-

U S

S H

I-

OKLA. CITY

PAGE

SH 152

AIL

U S

AIRPORT

TUTTLE

BLANCHARD

SH 37

MUSTANG

EL RENO

CLARENCE E.

I-40

AIRPORT

US 66

I-40

YUKON

WILEY POST

EDMOND

AIRPARK

MAX WESTHEIMER

SH 9NORMAN

I-240

SHAWNEE

I-40

TURNER

US 62

US 66 CHANDLER

KINGFISHER

SH 33

GUTHRIE SH 105

DRAIN PIPE

VER

ANO

W H

ANSFO

C O

ETE

C O

ETE

C O

ETE

ASP

ALT

ASP

ALT

ASP

ALT

ASP

ALT

C O

ETE

STAIR

AMP

Q U

A D A D R

S D U K E

S.W. 74TH ST. S.W. 74TH ST.S.W. 74TH ST.

S D U K E

McLUCAS ST

HELMS ST.

Q U

A D R

S H

S T

R O C K W E

E D D

S.W. 66TH ST.

E. M

A R

U R

S.W. 63RD ST.

S.W. 64TH ST.

S.W. 66TH ST.

C H R

S.W. 63RD ST.

S.W. 64TH ST.

S.W. 68TH ST.

S.W. 69TH ST.

E D D

MIKE MONRONEY BLVD.

D R

S.W. 59TH ST.

S.W. 61ST ST.

S.W. 62ND ST.

S.W. 61ST ST.

R O C K W E

S.W. 61ST ST.

S.W. 59TH ST.

S M ac

U R

3.33503437

MIKE MONRONEY

AERONAUTICAL CENTER

PROJECT SITE

FACILITY

MANAGEMENT

DRAWN BY:

WORK ORDER NO.

OFFICE OF

ISSUED BY

DRAWING NO.

DATE

PREPARED BYREVIEWED BY

REV DATE

APPROVED BY

DESCRIPTION

SHEET NO.

APP'DCHECK

AMP-400

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

FEDERAL AVIATION ADMINISTRATION

AUGUST 2, 2021

405/840-2931 www.fsb-ae.com

13-007860 AMP-400-E-

FRANKFURT SHORT BRUZA

DEPARTMENT OF TRANSPORTATION

5801 BROADWAY EXT., SUITE 500

OKLAHOMA CITY, OKLAHOMA

Work Request Construction No: DTFAAC-16-D-00033

PV SYSTEM QUESADA DR. WEST - TYPE B

G. NELSON

FAA

MIKE MONRONEY AERONAUTICAL CENTER

OKLAHOMA CITY, OKLAHOMA

5801 Broadway Ext., Suite 500 Oklahoma City, Oklahoma 73118

Telephone 405 840 2931 Facsimile 405 842 7750

100% CONSTRUCTION DOCUMENTS

AUGUST 02, 2021

PV SYSTEM QUESADA DR. WEST

GPN

COVER SHEET

G-001

SHEET INDEX

SHEET

NUMBER SHEET NAME

GENERAL

G-001 COVER SHEET

SURVEY/MAPPING

V-101 ORIGINAL SURVEY

CIVIL

C-101 GENERAL NOTES

C-102 LEGEND

CS100 OVERALL CIVIL SITE PLAN

CS101 ENLARGED CIVIL SITE PLAN

CG101 OVERALL GRADING PLAN

CG201 EROSION CONTROL PLAN

CG501 EROSION CONTROL DETAILS

C-501 CIVIL DETAILS

STRUCTURAL

S-001 GENERAL NOTES AND TYPICAL DETAILS

ELECTRICAL

E-001 LEGEND

EP100 OVERALL SITE PLAN

EP101 ELECTRICAL SITE PLAN - SECTION 1

EP102 ELECTRICAL SITE PLAN - SECTION 2

EP103 ELECTRICAL SITE PLAN - SECTION 3

EP104 ELECTRICAL SITE PLAN - SECTION 4

EP400 ENLARGED PLANS

EP500 DETAILS

EP600 PARTIAL ONE-LINE DIAGRAM

EP601 ONE-LINE DIAGRAM - EXISTING CIRCUIT 5522

EP602 CONTROL DIAGRAM

EP603 ONE-LINE DIAGRAM - EXISTING CIRCUIT 5522 WITH NEW PV

SYSTEM

EP700 SCHEDULES

SCALE: NTS

LOCATION MAP1 SCALE: NTS

PROJECT SITE2

OKLAHOMA CERTIFICATE

OF AUTHORIZATION

P.E: # 1072

EXP. 06/30/22

sans 32147

Greg Nelson

1287.53'

1288.51'

R 1 E / C

O N

N E

1287.12'

1288.19'

R 1 E / C

O N

N E

W D

Y H

40590 1290.68' G

ATE FN

1 B / 7FT C

L 3BW

E-W

30FT G

ATE

E E

Point Table

Point #

D escription

P 1 / SET 1/2IN

IP W

/ C

2 / SET C

U T X

3 / SET C

T X TO

P C U

R B

N orthing

144,625.8384

144,567.2610

143,956.1576

Easting

2,079,930.3300

2,079,537.4170

2,079,987.6950

C P# 1

APPRO

X. LO

CATIO

6" W

ATERLINE

T M

ARKED IN FIELD

DRAW

N PER ATLAS

(USING

FIELD EVIDENCE)

APPRO

X. LO

CATIO

6" W

ATERLINE

T M

ARKED IN FIELD

DRAW

N PER ATLAS

(USING

FIELD EVIDENCE)

APPRO

X. LO

CATIO

6" W

ATERLINE

T M

ARKED IN FIELD

DRAW

N PER ATLAS

(USING

FIELD EVIDENCE)

ATER VALVE

P O

F NUT = 1283.64

ATER VALVE

P O

F NUT = 1284.15

ATER VALVE

P O

F SILT = 1283.68

ATER VALVE

P O

F SILT = 1287.27

SAN SEW

.H.

T.R. = 1289.13

8" FL SE = 1278.18

8" FL NW

= 1278.13

SAN SEW

.H.

T.R. = 1287.29

8" FL E = 1276.32

8" FL NW

= 1276.43

SAN SEW

.H.

T.R. = 1287.10

8" FL W

= 1275.09

8" FL E = 1275.08

ENERFIN

PIPELINE

ENERFIN

PIPELINE

ENERFIN

PIPELINE

ENERFIN

PIPELINEENERFIN

PIPELINE

ENERFIN

PIPELINE

ENERFIN

PIPELINE

DCP

PIPELINE

DCP

PIPELINE

PLAINS

PIPELINE

PLAINS

PIPELINE

FENCE, 7' CHAIN-LINK

/ 3BW

FENCE, 7' CHAIN-LINK

/ 3BW

FENCE, 7' CHAIN-LINK

/ 3BW

FENCE, 7' CHAIN-LINK

/ 3BW

FENCE, 7' CHAIN-LINK

/ 3BW

FENCE, 7' CHAIN-LINK

/ 3BW

FENCE, 7' CHAIN-LINK

/ 3BW

FENCE, 7' CHAIN-LINK

/ 3BW

FENCE, 7' CHAIN-LINK

/ 3BW

FENCE, 7' CHAIN-LINK

/ 3BW

QUESADA

DR.

QUESADA

DR.

QUESADA

DR.

QUESADA

DR.

QUESADA

DR.

ELM

S S T.

ELM

S S T.

CONCRETE

ASPHALT

CONCRETE

REGINA

AVE

REGINA

AVE

REGINA

AVE

ASPHALT

4 WIRE

1 W

IRE

1 W

IRE

4 WIRE

4 WIRE 4 WIRE

4 WIRE

4 WIRE4 WIRE

1 W

IRE

4 WIRE

PLAINS

PIPELINE

32" VERT CM

P'S W

/ 33"

STEEL LIDS LO

CKED

ATE CO

NTRO

L BO

NTRO

L BO

X / CAM

ERA

STO

SPEED LIM

IT 45

STO

2-1" CO

NDUIT ALO

BUILDING

RECTIFIER BO

/ 2-3/4" CO

NDUITS

SAFTY SW

ITCH AND

UNKNO

N ELECTRIC BO

/ 1-1/2" CO

NDUIT

UNKNO

N ELECTRIC

X W

/ 2-1" CO

NDUITS

X NO

ETER

N M

ETER PO

SAFTY SW

ITCHES / M

ETER BO

XES

/ 3" CO

NDUIT TO

SAFETY SW

ITCH /

2-1" CO

NDUIT

UNKNO

N BO

ITH 2" AND 1" CO

NDUIT

1-1/2" CO

NDUIT

RCB 10' X 4' (SKEW

ED)

FL = 1286.41

24" RCP

FL = 1286.05

24" RCP

FL = 1286.07

24" RCP

FL = 1286.06 24" RCP

FL = 1286.05

24" RCP

FL = 1286.10 24" RCP

FL = 1286.08

24" RCP

FL = 1286.08

24" RCP

FL = 1286.06

24" RCP

FL = 1286.1024" RCP

FL = 1286.06

24" RCP

FL = 1286.07

24" RCP

FL = 1286.06

24" RCP

FL = 1286.06

24" RCP

FL = 1286.11 24" RCP

FL = 1286.08

24" RCP

FL = 1285.78

24" RCP

FL = 1285.78

24" RCP

FL = 1285.76

24" RCP

FL = 1285.84

24" RCP

FL = 1285.79

24" RCP

FL = 1285.83

24" RCP

FL = 1285.86

24" RCP

FL = 1285.8224" RCP

FL = 1285.78

24" RCP

FL = 1285.80 24" RCP

FL = 1285.80

24" RCP

FL = 1285.81

24" RCP

FL = 1285.92

24" RCP

FL = 1285.82 24" RCP

FL = 1285.84

CURB INLET

T.G

. = 1286.66

16" RCP FL = 1284.10

CURB INLET

T.G

. = 1286.59

18" RCP FL S = 1283.63

16" RCP FL N = 1283.89

18" RCP

FL = 1283.72

24" RCP

FL = 1291.36

24" RCP

FL = 1288.44

TH 6" PIPE

FL = 1287.74

UNKNO

N CO

NNECTIO

2" STEEL SIG

N PO

CURB INLET

T.G

. = 1305.26

18" RCP FL = 1301.86

CURB INLET

T.G

. = 1304.18

20" RCP FL NE = 1300.78

18" RCP FL SW

= 1300.78

20" RCP

FL = 1294.32

CURB INLET

T.G

. = 1300.31

24" RCP FL W

= 1297.05

(SILTED, NO

PIPE VISIBLE EAST)

CURB INLET

T.G

. = 1300.20

24" RCP FL NE = 1296.17

18" RCP FL SW

= 1296.34

24" RCP SILTED

FL = 1294.82

CURB INLET

T.G

. = 1295.29

24" RCP FL E = 1290.33

24" RCP FL W

= 1290.40

CURB INLET

T.G

. = 1295.37

24" RCP FL = 1290.54

CURB INLET

T.G

. = 1288.50

24" RCP FL = 1285.23

CURB INLET

T.G

. = 1288.56

24" RCP FL W

= 1285.13

24" RCP FL E = 1285.17

24" RCP

FL = 1284.86

24" RCP

FL = 1284.62

24" RCP

FL = 1284.35

RCB 2- 5'X4' (SKEW

ED)

FL = 1280.19

RCB 2- 5'X4' (SKEW

ED)

FL = 1279.79

AREA INLET

T.G

. = 1286.57

18" RCP FL = 1283.23

18" RCP

FL = 1281.65

1-STO

BUILDING

6" CPP

FL = 1286.77

UNKNO

N CO

NNECTIO

X CLEAR PER

CATE M

ARKING

O G

&E CLEAR PER

CATE M

ARKING

ARATHO

DCP

PIPELINE

PLAINS

PIPELINE

DCP

PIPELINE

DENSE

30' G

ATE

DENSE

ID-CO

30" VERT CM

CRO

SSES Q

USEADA DR.

PER LO

CATE M

ARKING

ID-CO

APPRO

X. LO

CATIO

12" W

ATERLINE

T M

ARKED IN FIELD

DRAW

N PER ATLAS

APPRO

X. LO

CATIO

12" W

ATERLINE

T M

ARKED IN FIELD

DRAW

N PER ATLAS

871285

1296 1297 1298 1299

92 1291

QUESADA DR.

REGINA AVE.

ELM

S ST.

ELM

S ST.

QUESADA DR.

Point Table

Point #

Description

CP 1 / SET 1/2IN IP W/ CAP

BM 2 / SET CUT X

BM 3 / SET CUT X TOP CURB

Northing

144,625.8384

144,567.2610

143,956.1576

Easting

2,079,930.3300

2,079,537.4170

2,079,987.6950

Elevation

1,288.85

1,288.78

1,288.72

DYH

SCV

SPIG

TRANS

ORIGINAL SURVEY1N

0 30 60 120

1" = 60'

ORIGINAL SURVEY

BM#2

CP#1

BM#3

AutoCAD SHX Text 1" = 60'

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text R4W

AutoCAD SHX Text

S MACARTHUR BLVD

AutoCAD SHX Text

SW 59TH ST

AutoCAD SHX Text

SW 74TH ST

AutoCAD SHX Text

LOCATION MAP

AutoCAD SHX Text

SCALE: 1"=2000'

AutoCAD SHX Text

S ROCKWELL AVE

AutoCAD SHX Text

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

AutoCAD SHX Text

FEDERAL AVIATION ADMINISTRATION

AutoCAD SHX Text

AUGUST 2, 2021

AutoCAD SHX Text 405/840-2931 www.fsb-ae.com

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

WORK ORDER NO.

AutoCAD SHX Text 13-007860

AutoCAD SHX Text

OFFICE OF

AutoCAD SHX Text

ISSUED BY

AutoCAD SHX Text

AMP-400

AutoCAD SHX Text

AMP-400-E-

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PREPARED BY

AutoCAD SHX Text

FRANKFURT SHORT BRUZA

AutoCAD SHX Text

REVIEWED BY

AutoCAD SHX Text

REV

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DEPARTMENT OF TRANSPORTATION

AutoCAD SHX Text

5801 BROADWAY EXT., SUITE 500

AutoCAD SHX Text

OKLAHOMA CITY, OKLAHOMA

AutoCAD SHX Text

APPROVED BY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

APP'D

AutoCAD SHX Text

CHECK

AutoCAD SHX Text Work Request Construction No: DTFAAC-16-D-00033

AutoCAD SHX Text

PV SYSTEM QUESADA DR. WEST - TYPE B

AutoCAD SHX Text

G. NELSON

AutoCAD SHX Text

FACILITY MANAGEMENT

AutoCAD SHX Text V-101

GENERAL NOTES

AutoCAD SHX Text

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

AutoCAD SHX Text

FEDERAL AVIATION ADMINISTRATION

AutoCAD SHX Text

AUGUST 2, 2021

AutoCAD SHX Text 405/840-2931 www.fsb-ae.com

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

WORK ORDER NO.

AutoCAD SHX Text 13-007860

AutoCAD SHX Text

OFFICE OF

AutoCAD SHX Text

ISSUED BY

AutoCAD SHX Text

AMP-400

AutoCAD SHX Text

AMP-400-E-

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PREPARED BY

AutoCAD SHX Text

FRANKFURT SHORT BRUZA

AutoCAD SHX Text

REVIEWED BY

AutoCAD SHX Text

REV

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DEPARTMENT OF TRANSPORTATION

AutoCAD SHX Text

5801 BROADWAY EXT., SUITE 500

AutoCAD SHX Text

OKLAHOMA CITY, OKLAHOMA

AutoCAD SHX Text

APPROVED BY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

APP'D

AutoCAD SHX Text

CHECK

AutoCAD SHX Text Work Request Construction No: DTFAAC-16-D-00033

AutoCAD SHX Text

PV SYSTEM QUESADA DR. WEST - TYPE B

AutoCAD SHX Text

G. NELSON

AutoCAD SHX Text

FACILITY MANAGEMENT

AutoCAD SHX Text C-101

AutoCAD SHX Text

BRS

MATL

MIN

OCEW

PVC

PCC

PIV

RCP

REQD

SAN

SIM

STA

STR

TYP

T/G

T/R

UGC

UGE

VERT

WTR

XFMR

LINEAR FEET

MATERIAL

MINIMUM

MANHOLE

ON CENTER

ON CENTER EACH WAY

PROPERTY LINE

POLYVINYL CHLORIDE

PORTLAND CEMENT

PORTLAND CEMENT CONCRETE

PROFILE GRADE

POST INDICATOR VALVE

REINFORCED CONCRETE PIPE

REQUIRED

SANITARY

STORM DRAIN

SIMILAR

SANITARY SEWER

STATION

STRUCTURE

SIDEWALK

TYPICAL

TOP OF CURB

TOP OF GRATE

TOP OF RIM

TOP OF SURFACE

UNDERGROUND COMMUNICATIONS

UNDERGROUND ELECTRIC

VERTICAL

WATER

WATER VALVE

TRANSFORMER

IN INCH

LBS POUNDS

MAX MAXIMUM

NTS NOT TO SCALE

OD OUTSIDE DIAMETER

OD OUTSIDE DIMENSION

PERIM PERIMETER

PVMT PAVEMENT

R/W RIGHT OF WAY

REINF REINFORCEMENT

SCHED SCHEDULE

SF SQUARE FEET

SQ IN SQUARE INCH

STD STANDARD

VAR VARIES

EXISTING

LEGEND

DESCRIPTIONNEW

BENCHMARK / MONUMENT

BORE LOCATION

IRON PIN

SPOT ELEVATION

BOLLARD

TREE, CONIFEROUS

BUSH / SHRUB

TREE, DECIDUOUS

SIGN

FIRE HYDRANT

FIRE DEPARTMENT CONNECTION

WATER METER

WATER VALVE

POST INDICATOR VALVE

STORM DRAIN MANHOLE

CURB INLET

HEADWALL

AREA INLET

ELECTRIC PULLBOX

TRAFFIC SIGNAL CONTROLLER CASE

COMMUNICATIONS VAULT

TRAFFIC LIGHT

COMMUNICATIONS MANHOLE

FENCE, BARBED WIRE OR CHAIN LINK

CONTOUR (MAJOR)

CONTOUR (MINOR)

GAS METER

GAS VALVE

ELECTRIC VAULT

ELECTRIC MANHOLE

TELEPHONE VAULT

TELEPHONE RISER

TELEPHONE MANHOLE

GUY WIRE ANCHOR

UTILITY POLE

LIGHT POLE

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUT

FUEL LINE

SANITARY SEWER LINE

OVERHEAD ELECTRIC LINE

SANITARY SEWER FORCE MAIN

UNDERGROUND ELECTRIC LINE

GAS LINE

OVERHEAD COMMUNICATIONS LINE

UNDERGROUND COMMUNICATIONS LINE

STORM DRAIN LINE

DOMESTIC WATER LINE

FIRE WATER LINE

CENTERLINE

BUILDING OUTLINE

CONSTRUCTION LIMITS / PROJECT LIMIT LINE

FENCE, MASONRY

FENCE, WOODEN

WATER VAULT

GAS VAULT

GAS RISER

PROPERTY LINE

FLAGPOLE

DDX

CBX

COX

CONTROL POINT

WATER WELL

YARD HYDRANT

MAIL BOX

CHILLED WATER LINE

NIC NOT IN CONTRACT

NOTE: NOT ALL ABBREVIATIONS AND SYMBOLS ARE USED ON THIS PROJECT.

SSS SINGLE SHORT SERVICE

SLS SINGLE LONG SERVICE

EXISTING DESCRIPTIONNEW

ABBREVIATIONS

B-B

BLDG

CLR

CONST

C-C

DIA

DIP

ELEC

ELEV

EXIST

F-F

FDC

HORIZ

BACK TO BACK

BACK OF CURB

BUILDING

CENTER LINE

CLEARANCE

CONSTRUCT

CLEANOUT

CENTER TO CENTER

DIAMETER

DUCTILE IRON PIPE

DOMESTIC WATER

ELECTRIC

ELEVATION

EXISTING

FACE TO FACE

FACE OF CURB

FIRE DEPARTMENT CONNECTION

FIRE HYDRANT

FLOWLINE

HORIZONTAL

ASPH ASPHALT

APPROX APPROXIMATE

ADDL ADDITIONAL

AC ASPHALTIC CONCRETE

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CONT CONTINUOUS

CY CUBIC YARDS

DES DESIGN

EXP EXPANSION

FG FINISH GRADE

HDPE HIGH DENSITY POLYETHYLENE

HT HEIGHT

FFE FINISH FLOOR ELEVATION

LEGEND

AutoCAD SHX Text

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

AutoCAD SHX Text

FEDERAL AVIATION ADMINISTRATION

AutoCAD SHX Text

AUGUST 2, 2021

AutoCAD SHX Text 405/840-2931 www.fsb-ae.com

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

WORK ORDER NO.

AutoCAD SHX Text 13-007860

AutoCAD SHX Text

OFFICE OF

AutoCAD SHX Text

ISSUED BY

AutoCAD SHX Text

AMP-400

AutoCAD SHX Text

AMP-400-E-

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PREPARED BY

AutoCAD SHX Text

FRANKFURT SHORT BRUZA

AutoCAD SHX Text

REVIEWED BY

AutoCAD SHX Text

REV

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DEPARTMENT OF TRANSPORTATION

AutoCAD SHX Text

5801 BROADWAY EXT., SUITE 500

AutoCAD SHX Text

OKLAHOMA CITY, OKLAHOMA

AutoCAD SHX Text

APPROVED BY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

APP'D

AutoCAD SHX Text

CHECK

AutoCAD SHX Text Work Request Construction No: DTFAAC-16-D-00033

AutoCAD SHX Text

PV SYSTEM QUESADA DR. WEST - TYPE B

AutoCAD SHX Text

G. NELSON

AutoCAD SHX Text

FACILITY MANAGEMENT

AutoCAD SHX Text

AutoCAD SHX Text 12 in

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text

TEL

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text 1790.11

AutoCAD SHX Text C

AutoCAD SHX Text

GAS

AutoCAD SHX Text G

AutoCAD SHX Text

GAS

AutoCAD SHX Text G

AutoCAD SHX Text

BRS

AutoCAD SHX Text

BRS

AutoCAD SHX Text C-102

C-102

1287.53'

1288.51'

R 1 E / C

O N

N E

1287.12'

1288.19'

R 1 E / C

O N

N E

W D

SHEET KEYNOTES

1. SOLAR PANELS TYP. SEE ELECTRICAL PLANS FOR

SOLAR PANEL DETAILS.

2. 6" GRAVEL ACCESS ROAD. RE: 1/C-501.

3. 3-5" CONDUIT IN CONCRETE DUCT BANK. APPROX.

50' LF. SEE ELECTRICAL DETAILS.

4. APPROX. 300' LF OF 2" CONDUIT FOR FIBER LINE.

5. 4" GRAVEL SURFACE. RE: 11/C-501.

6. BID OPTION #1 - SOLAR PANELS TYP. SEE

ELECTRICAL PLANS FOR SOLAR PANEL DETAILS.

GENERAL NOTES

A. REFER TO SHEET V-101 FOR BASIS OF VERTICAL AND

HORIZONTAL C0NTROL

B. REFER TO SHEET C-101 FOR ADDITIONAL NOTES AND

REQUIREMENTS

C. DIMENSIONS SHOWN ARE TO FACE OF CURB/EDGE OF

PAVEMENT UNLESS OTHERWISE NOTED.

D. CONTRACTOR SHALL EXERCISE CARE TO AVOID DAMAGE TO

EXISTING PAVEMENT TO REMAIN. ANY DAMAGE TO EXISTING

PAVEMENT TO REMAIN SHALL BE REPAIRED TO THE OWNER'S

SATISFACTION AT THE CONTRACTOR'S EXPENSE.

E. CONSTRUCTION FENCE SHALL BE PLACED ALONG THE

PROJECT LIMIT LINE EXCEPT WHERE SHOWN OTHERWISE ON

THIS PLAN. AREAS OUTSIDE THE CONSTRUCTION FENCE BUT

INSIDE THE PROJECT LIMIT LINE SHALL BE COORDINATED IN

CONSTRUCTION PHASING SO AS TO MINIMIZE DISRUPTION OF

TRAFFIC AND PEDESTRIAN ACCESS. WORK AREAS SHOWN

OUTSIDE THE LIMITS OF CONSTRUCTION FENCE SHOWN ON

THIS PLAN SHALL BE PROTECTED BY CONSTRUCTION FENCE

DURING THOSE TIMES WHEN WORK IS TAKING PLACE IN THE

AFFECTED AREAS.

F. THE CONTRACTOR SHALL PHASE AND COORDINATE THE WORK

SO AS TO MINIMIZE THE DISRUPTION OF TRAFFIC AND

PEDESTRIAN ACCESS TO ADJACENT FACILITIES.

G. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ADA

REQUIREMENTS FOR ACCESS.

CONTRACTOR MUST VERIFY LOCATION AND DEPTH OF

ALL UTILITIES PRIOR TO ANY EXCAVATION ACTIVITIES.

CONTRACTOR MUST VERIFY UTILITIES HAVE BEEN

TAKEN OUT OF SERVICE BEFORE REMOVAL OR

RELOCATION.

**IMPORTANT NOTE**

0 30 60 120

1" = 60'

OVERALL CIVIL SITE PLAN1N

OVERALL CIVIL SITE PLAN

AREA FOR FUTURE

EXPANSION

EXISTING ASPH. DRIVE

RE: QUESADA DRIVE GATE

UPGRADE DRAWINGS FOR

EXTENTS OF EXISTING

ASPHALT DRIVE DEMO

1 2

CS101

QUESADA DRIVE GATE

UPGRADE BY OTHERS.

FOR REFERENCE ONLY

QUESADA DRIVE GATE

UPGRADE BY OTHERS.

FOR REFERENCE ONLY

QUESADA DRIVE GATE

UPGRADE BY OTHERS.

FOR REFERENCE ONLY

TYP.

6 TYP.4

BORE UNDER ROADWAY AS

SPECIFIED IN SECTION 330523.13

PAVEMENT LEGEND

6" GRAVEL SURFACE

CONCRETE PAVEMENT

ASPHALT PAVEMENT

4" GRAVEL SURFACE

DIGITAL REMOTE

SWITCHING #214 BUILDING

6 TYP.

AutoCAD SHX Text P

AutoCAD SHX Text

AASHTO 2011 (US)

AutoCAD SHX Text

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

AutoCAD SHX Text

FEDERAL AVIATION ADMINISTRATION

AutoCAD SHX Text

AUGUST 2, 2021

AutoCAD SHX Text 405/840-2931 www.fsb-ae.com

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

WORK ORDER NO.

AutoCAD SHX Text 13-007860

AutoCAD SHX Text

OFFICE OF

AutoCAD SHX Text

ISSUED BY

AutoCAD SHX Text

AMP-400

AutoCAD SHX Text

AMP-400-E-

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PREPARED BY

AutoCAD SHX Text

FRANKFURT SHORT BRUZA

AutoCAD SHX Text

REVIEWED BY

AutoCAD SHX Text

REV

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DEPARTMENT OF TRANSPORTATION

AutoCAD SHX Text

5801 BROADWAY EXT., SUITE 500

AutoCAD SHX Text

OKLAHOMA CITY, OKLAHOMA

AutoCAD SHX Text

APPROVED BY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

APP'D

AutoCAD SHX Text

CHECK

AutoCAD SHX Text Work Request Construction No: DTFAAC-16-D-00033

AutoCAD SHX Text

PV SYSTEM QUESADA DR. WEST - TYPE B

AutoCAD SHX Text

G. NELSON

AutoCAD SHX Text

FACILITY MANAGEMENT

AutoCAD SHX Text

CS100

AutoCAD SHX Text

CS100

AutoCAD SHX Text

BRS

AutoCAD SHX Text

BRS

1" = 60'

N: 142955.70 E: 2079618.64

N: 142955.76 E: 2079653.30

N: 142970.75 E: 2079653.64

N: 142956.76 E: 2079846.96

N: 142971.76 E: 2079846.89

N: 142956.93 E: 2079896.53

N: 142971.92 E: 2079896.89

N: 142929.25 E: 2079850.38

N: 142931.45 E: 2079905.88

N: 142943.58 E: 2079931.98

N: 143451.86 E: 2079931.98

N: 143451.86 E: 2079951.89

N: 143639.95 E: 2079951.89

N: 143597.45 E: 2079841.89

N: 143597.45 E: 2079658.64

N: 143389.68 E: 2079896.89

N: 143443.68 E: 2079896.89

N: 143404.68 E: 2079953.99

N: 143428.69 E: 2079953.86

N: 143443.75 E: 2079967.64

N: 143389.80 E: 2079969.01

N: 143444.22 E: 2079982.62

N: 143389.85 E: 2079983.97

R20'

R2 0'R15'

R15

R15' R15 ' R15'

N: 142922.87 E: 2079911.42

N: 142885.98 E: 2079856.76

R40'

SHEET KEYNOTES

1. 7' TALL CHAINLINK FENCE. RE: 8/C-501.

2. CONCRETE EQUIPMENT PAD. VERIFY PAD SIZE WITH

MANUFACTURER OF EQUIPMENT TO BE INSTALLED.

RE: 10/C-501.

3. CONCRETE DRIVEWAY. RE: 4/C-501.

4. SOLAR PANELS TYP. SEE ELECTRICAL PLANS FOR

SOLAR PANEL DETAILS.

5. CHAINLINK DOUBLE SWING GATE. RE: 9/C-501.

6. BID OPTION #1 - SOLAR PANELS TYP. SEE

ELECTRICAL PLANS FOR SOLAR PANEL DETAILS.

GENERAL NOTES

A. REFER TO SHEET V-101 FOR BASIS OF VERTICAL AND

HORIZONTAL C0NTROL

B. REFER TO SHEET C-101 FOR ADDITIONAL NOTES AND

REQUIREMENTS

C. DIMENSIONS SHOWN ARE TO FACE OF CURB/EDGE OF

PAVEMENT UNLESS OTHERWISE NOTED.

D. CONTRACTOR SHALL EXERCISE CARE TO AVOID DAMAGE TO

EXISTING PAVEMENT TO REMAIN. ANY DAMAGE TO EXISTING

PAVEMENT TO REMAIN SHALL BE REPAIRED TO THE OWNER'S

SATISFACTION AT THE CONTRACTOR'S EXPENSE.

E. CONSTRUCTION FENCE SHALL BE PLACED ALONG THE PROJECT

LIMIT LINE EXCEPT WHERE SHOWN OTHERWISE ON THIS

PLAN. AREAS OUTSIDE THE CONSTRUCTION FENCE BUT

INSIDE THE PROJECT LIMIT LINE SHALL BE COORDINATED IN

CONSTRUCTION PHASING SO AS TO MINIMIZE DISRUPTION OF

TRAFFIC AND PEDESTRIAN ACCESS. WORK AREAS SHOWN

OUTSIDE THE LIMITS OF CONSTRUCTION FENCE SHOWN ON

THIS PLAN SHALL BE PROTECTED BY CONSTRUCTION FENCE

DURING THOSE TIMES WHEN WORK IS TAKING PLACE IN THE

AFFECTED AREAS.

F. THE CONTRACTOR SHALL PHASE AND COORDINATE THE WORK

SO AS TO MINIMIZE THE DISRUPTION OF TRAFFIC AND

PEDESTRIAN ACCESS TO ADJACENT FACILITIES.

G. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ADA

REQUIREMENTS FOR ACCESS.

H. FOR CLARITY, UNDERGROUND ELECTRICAL AND

COMMUNICATIONS ARE NOT SHOWN ON THIS PLAN. PLEASE

REFER TO SHEET CS100.

CONTRACTOR MUST VERIFY LOCATION AND DEPTH OF

ALL UTILITIES PRIOR TO ANY EXCAVATION ACTIVITIES.

CONTRACTOR MUST VERIFY UTILITIES HAVE BEEN

TAKEN OUT OF SERVICE BEFORE REMOVAL OR

RELOCATION.

**IMPORTANT NOTE**

0 15 30 60

1' = 30'

ENLARGED CIVIL SITE PLAN1N

ENLARGED CIVIL SITE PLAN

641.75'

417.76' 173.76'

24'

625.68'

626.69'

21.83'

20'

23'

TYP.

23'

TYP.

23'

TYP.

R1 5'R15'

18.4'

OIL PIPELINE.

COORDINATE WITH OWNER

PRIOR TO CONSTRUCTION.

SAW CUT AND

REMOVE EXISTING

CURB AND GUTTER.

CONTRACTION

JOINT LAYOUT.

RE: 6/C-501

22.3'

21.3'

R40

AutoCAD SHX Text P

AutoCAD SHX Text

AASHTO 2011 (US)

AutoCAD SHX Text

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

AutoCAD SHX Text

FEDERAL AVIATION ADMINISTRATION

AutoCAD SHX Text

AUGUST 2, 2021

AutoCAD SHX Text 405/840-2931 www.fsb-ae.com

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

WORK ORDER NO.

AutoCAD SHX Text 13-007860

AutoCAD SHX Text

OFFICE OF

AutoCAD SHX Text

ISSUED BY

AutoCAD SHX Text

AMP-400

AutoCAD SHX Text

AMP-400-E-

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PREPARED BY

AutoCAD SHX Text

FRANKFURT SHORT BRUZA

AutoCAD SHX Text

REVIEWED BY

AutoCAD SHX Text

REV

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DEPARTMENT OF TRANSPORTATION

AutoCAD SHX Text

5801 BROADWAY EXT., SUITE 500

AutoCAD SHX Text

OKLAHOMA CITY, OKLAHOMA

AutoCAD SHX Text

APPROVED BY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

APP'D

AutoCAD SHX Text

CHECK

AutoCAD SHX Text Work Request Construction No: DTFAAC-16-D-00033

AutoCAD SHX Text

PV SYSTEM QUESADA DR. WEST - TYPE B

AutoCAD SHX Text

G. NELSON

AutoCAD SHX Text

FACILITY MANAGEMENT

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

BRS

AutoCAD SHX Text

BRS

AutoCAD SHX Text

CS101

1298 1299

1298 1297

1296 1296

12901290

GENERAL NOTES

A. REFER TO SHEET V-101 FOR BASIS OF VERTICAL AND

HORIZONTAL C0NTROL

B. REFER TO SHEET C-101 FOR ADDITIONAL NOTES AND

REQUIREMENTS

C. CONTOURS REPRESENT FINISH SURFACE. CONTRACTOR

SHALL MAKE ALLOWANCES FOR TOPSOIL AND PAVEMENTS.

SOD TOPSOIL IN DISTURBED AREAS UPON COMPLETION OF

GRADING OPERATIONS.

D. SCALE CONTOURS IN ALL GRASS AREAS.

E. STRAIGHT GRADE BETWEEN SPOT ELEVATIONS IN ALL PAVED

AREAS.

F. SPOT ELEVATIONS NOTED AS “BC” ARE AT THE TOP OF THE

BACK OF CURB (RE: 3/C-501). SPOT ELEVATIONS NOTED AS

"FC" ARE AT THE BOTTOM OF THE FACE OF CURB

(RE: 3/C-501). SPOT ELEVATIONS NOTED AS "EP" ARE AT THE

TOP OF THE PAVING AT THE EDGE OF PAVEMENT. SPOT

ELEVATIONS NOTED AS “TS” ARE AT THE TOP OF THE FINISH

SURFACE. SPOT ELEVATIONS NOTED AS “TP” ARE AT THE TOP

OF FINISHED PAVING. SPOT ELEVATIONS NOTED AS “FL” ARE

AT THE FLOWLINE OF THE DRAINAGE STRUCTURE. SPOT

ELEVATIONS NOTED AS “TG” OR “TR” ARE AT THE TOP OF

GRATE OR RIM OF THE STRUCTURE.

G. REMOVE AND STOCKPILE 4” OF TOPSOIL FROM DISTURBED

AREAS PRIOR TO BEGINNING GRADING OPERATIONS. STORE

TOPSOIL THUS REMOVED OUTSIDE DISTURBED AREAS IN

STABLE, WELL-DRAINED STOCKPILES AND COVER AS NEEDED

TO PREVENT DUST. STOCKPILES SHOULD BE PROTECTED BY

APPROPRIATE EROSION CONTROL MEASURES TO PREVENT

STOCKPILED TOPSOIL ENTERING STORM WATER RUNOFF.

RESTORE STOCKPILED TOPSOIL TO UNPAVED AND

UN-LANDSCAPED AREAS UPON COMPLETION OF GRADING

OPERATIONS AND SOD DISTURBED AREAS AS SPECIFIED.

H. FOR CLARITY, PAVEMENT JOINTS AND UTILITIES ARE NOT

SHOWN ON THIS SHEET.

I. ESTIMATED VOLUME OF SPOILS IS 3025 CY. SOIL SPOILS TO

BECOME PROPERTY OF THE CONTRACTOR AND BE REMOVED

FROM AIRPORT PROPERTY.

CONTRACTOR MUST VERIFY LOCATION AND DEPTH OF

ALL UTILITIES PRIOR TO ANY EXCAVATION ACTIVITIES.

CONTRACTOR MUST VERIFY UTILITIES HAVE BEEN

TAKEN OUT OF SERVICE BEFORE REMOVAL OR

RELOCATION.

**IMPORTANT NOTE**

0 15 30 60

1' = 30'

OVERALL GRADING PLAN1N

OVERALL GRADING PLAN

GRADING

EXTENTS

GRADING

EXTENTS

GRADING

EXTENTS

GRADING

EXTENTS

MATCH EXISTING

PAVEMENT ELEVATION

AT GRAVEL ACCESS

DRIVE

MATCH EXISTING

PAVEMENT ELEVATION

AT GRAVEL ACCESS

DRIVE

MATCH EXISTING

PAVEMENT ELEVATION

AT CONCRETE

DRIVEWAY

MATCH EXISTING GRADE

AT SIDEWALK. 2% MAX

CROSS SLOPE

AutoCAD SHX Text P

AutoCAD SHX Text

AASHTO 2011 (US)

AutoCAD SHX Text

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

AutoCAD SHX Text

FEDERAL AVIATION ADMINISTRATION

AutoCAD SHX Text

AUGUST 2, 2021

AutoCAD SHX Text 405/840-2931 www.fsb-ae.com

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

WORK ORDER NO.

AutoCAD SHX Text 13-007860

AutoCAD SHX Text

OFFICE OF

AutoCAD SHX Text

ISSUED BY

AutoCAD SHX Text

AMP-400

AutoCAD SHX Text

AMP-400-E-

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PREPARED BY

AutoCAD SHX Text

FRANKFURT SHORT BRUZA

AutoCAD SHX Text

REVIEWED BY

AutoCAD SHX Text

REV

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DEPARTMENT OF TRANSPORTATION

AutoCAD SHX Text

5801 BROADWAY EXT., SUITE 500

AutoCAD SHX Text

OKLAHOMA CITY, OKLAHOMA

AutoCAD SHX Text

APPROVED BY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

APP'D

AutoCAD SHX Text

CHECK

AutoCAD SHX Text Work Request Construction No: DTFAAC-16-D-00033

AutoCAD SHX Text

PV SYSTEM QUESADA DR. WEST - TYPE B

AutoCAD SHX Text

G. NELSON

AutoCAD SHX Text

FACILITY MANAGEMENT

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

CG101

AutoCAD SHX Text

CG101

AutoCAD SHX Text

BRS

1290 1290

1296 129

12971298

1295 1295

12901290

EROSION CONTROL PLAN

EROSION CONTROL PLAN1N

0 15 30 60

1' = 30'

GENERAL NOTES

LEGEND

TEMPORARY GRAVEL

CONSTRUCTION ENTRANCE.

SILT FENCE

THIS PROJECT HAS BEEN DESIGNED TO MINIMIZE ADVERSE OFF-SITE AFFECTS

OF SOIL EROSION AND RESULTING SEDIMENT LOSS THROUGH THE USE OF

PROPER CONSTRUCTION TECHNIQUES AND BY INSTALLING BOTH TEMPORARY

AND PERMANENT MANAGEMENT PRACTICES. THE CONTRACTOR IS

RESPONSIBLE FOR COMPLIANCE WITH STATE, FEDERAL, AND LOCAL

REQUIRED STORMWATER CONTROLS AND MANAGEMENT PRACTICES

AND MUST USE WHATEVER MEANS ARE NECESSARY TO MAINTAIN

CONTROL OF SOIL EROSION, SEDIMENT CONTROL, AND THE

PREVENTION OF STORMWATER POLLUTION. ALL SOIL-DISTURBING

ACTIVITIES PERFORMED BY THE CONTRACTOR WILL BE ACCOMPLISHED IN

SUCH A MANNER AS TO PREVENT THE LOSS OF SEDIMENT FROM THE

CONSTRUCTION SITE DURING RAINFALL EVENTS. TO ACCOMPLISH THIS THE

FOLLOWING SPECIFIC STEPS WILL BE TAKEN DURING CONSTRUCTION:

A. IMMEDIATELY AFTER MOBILIZATION AND PRIOR TO INITIATING ANY

SOIL-DISTURBING ACTIVITIES, THE CONTRACTOR WILL INSTALL ALL

SPECIFIED PERIMETER CONTROLS ON THE SITE. THESE PRACTICES HAVE

BEEN DESIGNED TO TRAP ANY SEDIMENT PRODUCED DURING

SOIL-DISTURBING ACTIVITIES AND TO PREVENT OFFSITE DAMAGE. IT IS

RECOGNIZED THAT SOME MINOR PREPARATION MAY BE REQUIRED TO

PROPERLY INSTALL THESE PRACTICES.

B. THE RECOMMENDED SEQUENCE FOR INSTALLATION AND REMOVAL OF

EROSION AND SEDIMENT CONTROL MEASURES ARE AS FOLLOWS:

PERIMETER CONTROL MEASURES (SILT FENCING) INSTALLED AT

DESIGNATED AREAS; CLEANING OF STREET DURING CONSTRUCTION; SITE

GRADING, INCLUDING TEMPORARY SLOPE STABILIZATION AS NEEDED;

INSTALLATION OF UTILITIES; BUILDING CONSTRUCTION; PAVING; FINAL

GRADING; INSTALLATION OF GRASS; REMOVAL OF TEMPORARY PRACTICES;

AND REMOVAL OF PERIMETER CONTROLS; AND SITE CLEANUP.

C. DURING ALL SOIL-DISTURBING ACTIVITIES, THE CONTRACTOR WILL TAKE

APPROPRIATE STEPS USING ACCEPTED CONSTRUCTION METHODS TO

MINIMIZE THE TIME OF EXPOSURE OF UNPROTECTED SOIL AND OTHER

CONSTRUCTION METHODS TO RAINFALL. PARTICULAR CARE MUST BE

EXERCISED WHEN DEALING WITH STOCKPILES OF TOPSOIL OR OTHER FILL

MATERIALS WITH SOIL ON SLOPES. THE CONTRACTOR WILL MAINTAIN A

LOG OF THE DATES OF ALL MAJOR GRADING AND SOIL DISTURBANCE

ACTIVITIES AND OF THE INSTALLATION OF ALL MANAGEMENT PRACTICES OR

CONTROL MEASURES.

D. IF DURING THE COURSE OF CONSTRUCTION ANY AREA OF SOIL IS EXPOSED,

INCLUDING STOCKPILES, THAT WILL REMAIN EXPOSED WITHOUT SUITABLE

EROSION CONTROL MEASURES FOR MORE THAN 14 CALENDAR DAYS,

TEMPORARY STABILIZATION MEASURES SHOULD BE INSTALLED PLEASE

NOTE THAT, DEPENDING ON THE SITE, PERIMETER CONTROLS ALONE MAY

NOT BE SUCCESSFUL, SINCE LARGE AMOUNTS OF SEDIMENT PRODUCED BY A

HEAVY RAIN ON EXPOSED SOIL COULD OVERWHELM SUCH MEASURES.

E. AT THE CONTRACTOR'S DISCRETION, ADDITIONAL TEMPORARY EROSION

CONTROL PRACTICES (SUCH AS ROCK BAG BARRIERS OR SILT FENCES) MAY

BE INSTALLED ALONG ANY DOWN SLOPE AND SIDE SLOPE PERIMETER OF

AREAS DISTURBED DURING EARTH-MOVING OPERATIONS TO PREVENT

UNNECESSARY SEDIMENT MOVEMENT. ANCHORED EROSION CONTROL

MATTING, MULCHES OR OTHER ACCEPTABLE METHODS MAY ALSO BE

INSTALLED AT THE CONTRACTOR'S DISCRETION TO STABILIZE ANY

UNPROTECTED AREAS DURING CONSTRUCTION AND HOLD THEM TO FINAL

GRADE.

F. AS SITE CONDITIONS WARRANT, THE CONTRACTOR MAY ALSO CHOOSE TO

MODIFY THE TYPE OR ARRANGEMENT OF SPECIFIED PRACTICES TO IMPROVE

THEIR EFFECTIVENESS. AS WITH ANY OTHER PROJECT CHANGES, THE

CONTRACTOR MUST PRESENT ANY SUCH PROPOSED MODIFICATIONS TO THE

PROJECT ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.

G. THE CONTRACTOR SHALL INSPECT ALL SPECIFIED PRACTICES AT LEAST

ONCE EVERY WEEK AND AFTER ALL RAINFALL EVENTS TO ENSURE THE

INTEGRITY OF EACH PRACTICE IS INTACT. ANY DAMAGE NOTED DURING

SUCH INSPECTIONS SHALL BE PROMPTLY REPAIRED TO RESTORE THE

PRACTICE TO ITS ORIGINAL SPECIFICATIONS. THE CONTRACTOR WILL BE

RESPONSIBLE FOR MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL

PRACTICES SPECIFIED IN THESE PLANS, INCLUDING PERIODIC REGRADING

AND FINAL GRADING AFTER REMOVAL OF SUCH SEDIMENT CONTROL

MEASURES.

H. WHEN WATER IS USED FOR DUST CONTROL, OR TO PROMOTE GRASS, CARE

SHOULD BE EXERCISED TO PREVENT THE ESCAPE OF THIS WATER AND ANY

SEDIMENT IT MAY CARRY FROM THE CONSTRUCTION SITE.

I. CARE MUST BE EXERCISED TO PREVENT EXCESSIVE OFFSITE TRACKING OF

MUD OR SEDIMENT BY CONSTRUCTION VEHICLES. IN ADDITION TO THE

SPECIFIED GRAVEL ENTRANCE, PROPERLY GRAVELED TRANSITION AREAS

SHOULD BE ESTABLISHED AT ALL TEMPORARY SITE EXITS TO ASSIST IN MUD

REMOVAL FROM DEPARTING VEHICLES. CONTRACTOR SHALL BE

RESPONSIBLE FOR CLEANING THE STREET, AS DIRECTED BY THE

CONTRACTING OFFICER, WHEN MUD IS TRACKED ONTO STREET FROM THE

CONSTRUCTION SITE.

J. DURING THE SITE CLEANUP, PRIOR TO THE POSSESSION DATE, EACH

TEMPORARY PRACTICE WILL BE COMPLETELY REMOVED AND THE AREA

RESTORED TO APPROPRIATE POST-PROJECT CONDITION. THIS WILL

INVOLVE FINAL GRADING AND INSTALLATION OF SOD OR SEEDING OF

GRASS ON ALL BARE SOIL AREAS TO ESTABLISH MINIMUM REVEGETATION

DENSITY OF 70% OR EQUIVALENT SEDIMENT STABILIZATION MEASURES

(GEOTEXTILES, MULCHES, GABIONS, ETC.) USED TO STABILIZE A SITE UNTIL

PERMANENT VEGETATION IS ESTABLISHED. CLEAN ALL DRAINAGE INLETS

SUBJECT TO CONSTRUCTION SILT/SEDIMENT BUILD-UP PRIOR TO

DEMOBILIZATION.

K. PLACE EROSION CONTROL BLANKET AND NETTING OVER ANY STORED

MATERIALS.

APPROX. 445'

OF SILT FENCE

APPROX. 375'

OF SILT FENCE

CONCRETE WASHOUT

CONSTRUCTION

ENTRANCE

CONCRETE

WASHOUT

APPROX. 400'

OF SILT FENCE

RE: CG501 FOR EROSION

CONTROL DETAILS

AutoCAD SHX Text P

AutoCAD SHX Text

AASHTO 2011 (US)

AutoCAD SHX Text

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

AutoCAD SHX Text

FEDERAL AVIATION ADMINISTRATION

AutoCAD SHX Text

AUGUST 2, 2021

AutoCAD SHX Text 405/840-2931 www.fsb-ae.com

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

WORK ORDER NO.

AutoCAD SHX Text 13-007860

AutoCAD SHX Text

OFFICE OF

AutoCAD SHX Text

ISSUED BY

AutoCAD SHX Text

AMP-400

AutoCAD SHX Text

AMP-400-E-

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PREPARED BY

AutoCAD SHX Text

FRANKFURT SHORT BRUZA

AutoCAD SHX Text

REVIEWED BY

AutoCAD SHX Text

REV

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DEPARTMENT OF TRANSPORTATION

AutoCAD SHX Text

5801 BROADWAY EXT., SUITE 500

AutoCAD SHX Text

OKLAHOMA CITY, OKLAHOMA

AutoCAD SHX Text

APPROVED BY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

APP'D

AutoCAD SHX Text

CHECK

AutoCAD SHX Text Work Request Construction No: DTFAAC-16-D-00033

AutoCAD SHX Text

PV SYSTEM QUESADA DR. WEST - TYPE B

AutoCAD SHX Text

G. NELSON

AutoCAD SHX Text

FACILITY MANAGEMENT

AutoCAD SHX Text

CG201

AutoCAD SHX Text

CG201

AutoCAD SHX Text

BRS

AutoCAD SHX Text

BRS

1" = 30'

GENERAL NOTES

A. REFER TO SHEET V-101 FOR BASIS OF VERTICAL AND

HORIZONTAL CONTROL.

B. REFER TO SHEET C-101 AND CG201 FOR ADDITIONAL

NOTES AND REQUIREMENTS.

C. EROSION CONTROL DEVICES, INSTALLATION AND

MAINTENANCE SHALL CONFORM TO THE REQUIREMENTS

OF THE CITY OF OKLAHOMA CITY ORDINANCES.

D. CONSTRUCT AND MAINTAIN TEMPORARY GRAVEL

ENTRANCES/EXITS IN ACCORDANCE WITH THE

REQUIREMENTS OF THE CITY OF OKLAHOMA CITY.

E. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING THE

BEST MANAGEMENT PRACTICES (BMP'S) SUCH THAT NO

STORMWATER POLLUTION ENTERS EXISTING DRAINAGE

SYSTEMS OR ROADWAYS AND MUST COORDINATE THE

BMP'S AS REQUIRED FOR CONSTRUCTION PHASING REFER

TO THE SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

F. WHEN MORE THAN ONE DETAIL IS GIVEN FOR A

PARTICULAR EROSION CONTROL METHOD (E.G., INLET

PROTECTION), THE CONTRACTOR MAY USE ANY OF THE

DETAILED METHODS AT THEIR OPTION, PROVIDED THAT

THE CONTRACTOR CONFORMS TO THE CITY OF

OKLAHOMA CITY'S REQUIREMENTS.

G. THE CONTRACTOR SHALL MAINTAIN A STORMWATER

POLLUTION PREVENTION PLAN AT THE JOB SITE, POSTED

AND READILY AVAILABLE TO THE PUBLIC, THAT INCLUDES

THE MOST CURRENT VERSION OF THE EROSION CONTROL

PLAN. THIS PLAN SHALL BE KEPT UPDATED TO SHOW ANY

CHANGES TO THE EROSION CONTROL BMP'S AND ALL

MAINTENANCE THAT HAS BEEN PERFORMED ON THE

BMP'S, ALONG WITH THE DATES OF SUCH CHANGES AND

MAINTENANCE, IN ACCORDANCE WITH THE

REQUIREMENTS OF THE CITY OF OKLAHOMA CITY AND

ODEQ.

H. THE CONTRACTOR SHALL MAINTAIN ALL BMP'S IN A

FUNCTIONAL CONDITION, EFFECTING MAINTENANCE AT

ANY TIME A GIVEN BMP HAS IMPAIRED FUNCTION DUE TO

DAMAGE OR SEDIMENT BUILDUP. IMPAIRED FUNCTION

INCLUDES, BUT IS NOT LIMITED TO, TORN OR DOWNED

SILT FENCE, TORN ROCK BAGS, WASHED-OUT GRAVEL

AND RIP-RAP AND ANY OTHER DEFECT OR DAMAGE THAT

IMPAIRS THE FUNCTION OF A BMP. THE CONTRACTOR

SHALL INSPECT ALL BMP'S AT LEAST ONCE PER WEEK AND

AFTER ANY RAINFALL OF 1” OR MORE.

NOTE:

USE SANDBAGS OR

OTHER APPROVED

METHODS TO

CHANNELIZE RUNOFF TO

BASIN AS REQUIRED.

' M

50' & VAR

2 % OR GREATER

PARKING LOT

G L

O T

NOTES:

1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION

THAT WILL PREVENT TRACKING OR FLOWING OF

SEDIMENT ONTO STREETS. THIS MAY REQUIRE TOP

DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES

USED TO TRAP SEDIMENT.

2"-3" COURSE

AGGREGATE MIN

6" THICK

DIVERSION RIDGE REQUIRED

WHERE GRADE EXCEEDS 2%

FILTER FABRIC

DIVERSION RIDGE

TEMPORARY GRAVEL

CONSTRUCTION ENTRANCE1

SECTION A-A

PLAN NOTES:

1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO

MAXIMIZE PONDING EFFICIENCY.

2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT

AND REMOVE SEDIMENT WHEN NECESSARY. 9" MAXIMUM

RECOMMENDED STORAGE HEIGHT.

3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA

THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN

BE PERMANENTLY STABILIZED.

" M

9" MAX

STORAGE

HEIGHT

PONDING HEIGHT

STEEL OR WOOD POST 36" HIGH MAX

EXTRA STRENGTH FILTER

FABRIC NEEDED WITHOUT

WIRE MESH SUPPORT

STEEL OR WOOD POST

36" HIGH MAX

ATTACH FILTER

FABRIC SECURELY

TO UPSTREAM SIDE

OF POST

10'-0" MAXIMUM SPACING

WITH WIRE SUPPORT FENCE

6'-0" MAXIMUM SPACING

WITHOUT SUPPORT FENCE

FLOW

4" MIN DRAIN

ROCK

FLOW

PONDING HEIGHT

TRENCH DETAIL INSTALLATION WITHOUT

TRENCHING

SILT FENCE DETAIL2

EROSION CONTROL DETAILS

PROVIDE CONTINUOUS RAISED

PARAMETER STRUCTURE/BARRIER

(SUCH AS 2X12s)

AND PROVIDE ADEQUATE MEANS TO

SECURE TO GROUND

CONTINUOUIS 6 MIL POLYETHYLENE

(NO LAPS OR SEAMS)

PROVIDE ADEQUATE

MEANS TO SECURE

POLYETHYLENE

WIDTH NOT TO EXCEED CONTINUOUS

ROLL WIDTH AND LENGTH OF POLYETHYLENE

(NO SEAMS OR LAPS)

WIDTH NOT TO EXCEED CONTINUOUS

ROLL WIDTH AND LENGTH OF POLYETHYLENE

(NO SEAMS OR LAPS)

CONCRETE WASH OUT BASIN3

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

AutoCAD SHX Text

FEDERAL AVIATION ADMINISTRATION

AutoCAD SHX Text

AUGUST 2, 2021

AutoCAD SHX Text 405/840-2931 www.fsb-ae.com

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

WORK ORDER NO.

AutoCAD SHX Text 13-007860

AutoCAD SHX Text

OFFICE OF

AutoCAD SHX Text

ISSUED BY

AutoCAD SHX Text

AMP-400

AutoCAD SHX Text

AMP-400-E-

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PREPARED BY

AutoCAD SHX Text

FRANKFURT SHORT BRUZA

AutoCAD SHX Text

REVIEWED BY

AutoCAD SHX Text

REV

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DEPARTMENT OF TRANSPORTATION

AutoCAD SHX Text

5801 BROADWAY EXT., SUITE 500

AutoCAD SHX Text

OKLAHOMA CITY, OKLAHOMA

AutoCAD SHX Text

APPROVED BY

AutoCAD SHX Text

DESCRIPTION

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SHEET NO.

AutoCAD SHX Text

APP'D

AutoCAD SHX Text

CHECK

AutoCAD SHX Text Work Request Construction No: DTFAAC-16-D-00033

AutoCAD SHX Text

PV SYSTEM QUESADA DR. WEST - TYPE B

AutoCAD SHX Text

G. NELSON

AutoCAD SHX Text

FACILITY MANAGEMENT

AutoCAD SHX Text

CG501

AutoCAD SHX Text

CG501

AutoCAD SHX Text

BRS

AutoCAD SHX Text

BRS

NTS

GRAVEL ROAD

SURFACE SECTION1

6" ODOT TYPE 'A'

AGGREGATE BASE

COMPACTED TO 98%

ASTM D698 DENSITY

RAW SUBGRADE SCARIFIED 8" DEEP

AND COMPACTED TO 95% ASTM

D698 DENSITY

CIVIL DETAILS

1'-0"1'-0"

2" C

8" 1'

-6

EXISTING SUBGRADE

SCARIFIED & COMPACTED TO

95% ASTM D698 DENSITY

SATISFACTORY FILL

COMPACTED TO 95%

ASTM D698 DENSITY

TOP OF

SLAB

#4 @ 12" OCEW

MID DEPTH

#4 CONT

TYP

FINISHED

GRADE

#3 @ 12" OC

4" CHAMFER

TYP

EQUIPMENT PAD DETAIL10

12"Ø x 30" DEEP

CONCRETE ENCASEMENT

12"Ø x 36" DEEP

CONCRETE ENCASEMENT

FINISH GRADE

CORNER OR GATE POST

TENSION WIRE2" CLR

6" CLR MIN

CHAIN LINK MESH (TYP)

TOP RAIL

8" OD TRUSS ROD WITH

TURNBUCKLE AT CORNERS (TYP)

8'-0" (TYP)8'-0" (TYP)

7'-0"

CHAINLINK FENCE8

NON-WOVEN GEOTEXTILE

SEPARATOR FABRIC, AASHTO

M288 CLASS 1

NOTES:

1. DRIVEWAY APRON RADIUS PER PLANS. RE:

1/CS101.

2. THE DRIVEWAY CONTRACTOR MAY SAW CUT &

REMOVE THE COMPLETE CURB AND GUTTER

SECTION OR REMOVE THE CURB AND THE

SECTION OF GUTTER DIRECTLY UNDER THE

CURB. SAW CUTS SHALL BE 2" OR 1/3 THE

DEPTH OF THE GUTTER, WHICHEVER IS

GREATER. SAW CUTS SHALL INCLUDE THE TOP

& FACE OF CURB AS WELL AS THE GUTTER. SAW

CUTS SHALL BE MADE PRIOR TO THE REMOVAL

OF CONCRETE.

3. IF A GUTTER HOLDS WATER PRIOR TO ANY

CONSTRUCTION BY DRIVEWAY CONTRACTOR,

HE SHOULD NOTIFY THE CITY ENGINEER OF THE

SITUATION BEFORE DOING ANY WORK. THE

COMPLETED DRIVEWAY WORK WILL NOT BE

ACCEPTED IF THE GUTTER HOLDS WATER DUE

TO POOR CONSTRUCTION BY THE CONTRACTOR.

4. IT IS RECOGNIZED THAT THIS DRIVEWAY DETAIL

WILL NOT COVER EVERY POSSIBLE SITUATION

ENCOUNTERED IN CONSTRUCTION. ADDITIONAL

EXPANSION JOINTS WILL BE REQUIRED AS

NEEDED.

5. CLEAN AND SEAL ALL JOINTS AND SAW CUTS IN

ACCORDANCE WITH STANDARD

SPECIFICATIONS.

6. CONTRACTION JOINT REQUIRED FOR DRIVES 20'

WIDE & OVER. RE: 6/C-501.

SECTION A-A

CURB & GUTTER

See Note #2

APRON

SIDEWALK

10% MAX

1/2% MIN 2% MAX.

SLOPE VARIES

PLAN

DRIVEWAY

VARIES

10%

MAX.

SIDEWALK

APRON

GRASS

1/2%

MIN.

CURB &

GUTTER

SLOPE

VARIES

GRASS

MAX.

1/2" Exp. Jt.

RE: 5/C-501.

1/2" Exp. Jt.

RE: 5/C-501.

1/2" Expansion Joint @ Property Line

BASE MATERIAL. GUTTER

CONCRETE DRIVEWAY DETAIL4

4" ODOT TYPE 'A'

AGGREGATE BASE.5" PCC PAVEMENT

3500 psi COMPRESSIVE

STRENGTH @ 28 DAYS

CONCRETE PAVEMENT

T = PAVEMENT THICKNESS

ANTICIPATED SHRINKAGE

CRACK

SAWED JOINT

RE: 7/C-501

CONTRACTION JOINT (SJ)

1 2"

1 8" S

11 4"

U T

T=PAVEMENT THICKNESS

SEALANT

TOP PAVEMENT

8"Ø POLYETHYLENE

BACKER ROD (CONT)

CONTRACTION JOINT

SAW CUT AND SEAL DETAIL7

MAX SPACING 50 FEET

NOTE: CAP STRIPS MAY BE USED. DEPTHS SHOWN

SHALL BE STRICTLY ADHERED TO.

SILICONE SEALANTTOOLED 18"R

PREMOLDED EXPANSION

JOINT MATERIAL

SIDEWALK EXPANSION

JOINT (SWEJ)

1 2"

5" PCC PAVEMENT 3500 psi COMPRESSIVE

STRENGTH @ 28 DAYS

#4 @ 14" OCEW

SUPPORTED ON BAR CHAIRS

WITH SAND PLATES

NTS

PCC PAVING SECTION2

4" ODOT TYPE 'A'

AGGREGATE BASE

COMPACTED TO 98%

ASTM D698 DENSITY

RAW SUBGRADE SCARIFIED 8" DEEP

AND COMPACTED TO 95% ASTM

D698 DENSITY

CONCRETE MINIMUM 3500 psi COMPRESSIVE

STRENGTH 51

2 SACK MIX, MAX 4" SLUMP, 4-6%

AIR ENTRAINED

21 2" C

WIDTH VARIES (SEE PLANS)

FIN GRADE

FORMS SHALL BE FULL-DEPTH OF SIDEWALK

#3 BARS @ 12" OCEW,

MID-DEPTH OF PVMT.

2% MAX

4" ODOT TYPE 'A' AGGREGATE

BASE COMPACTED TO 95%

ASTM D698 DENSITY

COMPACTED SUBGRADE

TYPICAL SIDEWALK DETAIL3

JOINTS:

CONSTRUCT TOOLED JOINT (STJ) EVERY 5 FEET,

CONSTRUCT EXPANSION JOINT (SWEJ) NOT TO

EXCEED EVERY 50 FEET.

BROOM

FINISH

LATCH

CROSS

BRACE

GATE POST

HINGE

6" CLR.

BOTTOM RAIL

FURNISH LOCKING

HASP FOR DROP

PIN.

3000 PSI

CONCRETE (TYP)

18" SQ x 8" DEEP

CONC ANCHOR BLOCK

WITH 4" DEEP SOCKET

FOR DROP PIN

CENTER DROP PIN

12" Ø x 36" DEEP

CONCRETE FOOTING

(TYP AT GATE &

CORNER POSTS)

FINISH GRADE

POST CAP

TOP RAIL

FRAME CAP

STRECHER

BARS (TYP)7'

-0

CHAINLINK DOUBLE SWING GATE9

6" GATE HELPER WHEEL

SPRING LOADED

15' 15'

NTS

GRAVEL

SURFACE SECTION11

4" ODOT TYPE 'D'

AGGREGATE BASE

COMPACTED TO 98%

ASTM D698 DENSITY

RAW SUBGRADE SCARIFIED 8" DEEP

AND COMPACTED TO 95% ASTM

D698 DENSITY

NON-WOVEN GEOTEXTILE

SEPARATOR FABRIC, AASHTO

M288 CLASS 1

SECTION A-A

24"

MIN.

ELEVATION VIEW

24"

MIN.

POLE FOUNDATION DETAIL12

FINISHED GRADE

4" CHAMFER

5' -0

6' -0

#3 DEFORMED

#5 TIES EQUALLY

SPACED (TYP. OF 6)

3" MIN.

#3 DEFORMED

TIE BARS 12"

O.C.

(6) #5

DEFORMED

BARS

CLR

AutoCAD SHX Text

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

AutoCAD SHX Text

FEDERAL AVIATION ADMINISTRATION

AutoCAD SHX Text

AUGUST 2, 2021

AutoCAD SHX Text 405/840-2931 www.fsb-ae.com

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

WORK ORDER NO.

AutoCAD SHX Text 13-007860

AutoCAD SHX Text

OFFICE OF

AutoCAD SHX Text

ISSUED BY

AutoCAD SHX Text

AMP-400

AutoCAD SHX Text

AMP-400-E-

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PREPARED BY

AutoCAD SHX Text

FRANKFURT SHORT BRUZA

AutoCAD SHX Text

REVIEWED BY

AutoCAD SHX Text

REV

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DEPARTMENT OF TRANSPORTATION

AutoCAD SHX Text

5801 BROADWAY EXT., SUITE 500

AutoCAD SHX Text

OKLAHOMA CITY, OKLAHOMA

AutoCAD SHX Text

APPROVED BY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

APP'D

AutoCAD SHX Text

CHECK

AutoCAD SHX Text Work Request Construction No: DTFAAC-16-D-00033

AutoCAD SHX Text

PV SYSTEM QUESADA DR. WEST - TYPE B

AutoCAD SHX Text

G. NELSON

AutoCAD SHX Text

FACILITY MANAGEMENT

AutoCAD SHX Text

BRS

AutoCAD SHX Text

BRS

AutoCAD SHX Text C-501

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

DESIGN CRITERIA:

GOVERNING BUILDING CODE: IBC 2015

DESIGN LOADS:

DEAD LOADS:

PV PANEL SUPPORT STRUCTURE:

PANELS AND FRAMING............................... ACTUAL WEIGHT OF MATERIALS

PROVIDED BY PV PANEL SUPPLIER

SNOW LOAD: (ASCE 7-10)

BASIC GROUND SNOW LOAD, (Pg)...................... 10 PSF

WIND LOAD: (ASCE 7-10)

BASIC WIND SPEED ................................................ 115 MPH

EXPOSURE CATEGORY........................................... C

TOPOGRAPHIC FACTOR, (Kzt)................................ 1.0

BUILDING ENCLOSURE CATEGORY....................... OPEN

SEISMIC DESIGN DATA: (ASCE 7-10)

SHORT PERIOD ACCELERATION, Ss ................... 0.279 g LONG PERIOD ACCELERATION, S1...................... 0.079 g

SOIL SITE CLASS ................................................... D

SITE COEFFICIENT, Fa ........................................... 1.577 SITE COEFFICIENT, Fv .......................................... 2.4 DESIGN SPECTRAL ACCELERATION, SDs .......... 0.294 g DESIGN SPECTRAL ACCELERATION, SD1 .......... 0.126 g

SEISMIC DESIGN CATEGORY .............................. B

TILT ANGLE

DRIVEN OR DRILLED PIER

FOUNDATION BY SUPPLIER

MOUNTING

SYSTEM BY

SUPPLIER

PV PANELS BY SUPPLIER

TILT ANGLE

SHALLOW FOUNDATION

OPTION BY SUPPLIER

PV PANELS BY SUPPLIER

GROUND MOUNT SPREAD FOOTING OPTIONGROUND MOUNT DIRECT BURIAL OPTION

MOUNTING

SYSTEM BY

SUPPLIER

1. PV PANEL SUPPLIER TO PROVIDE FOUNDATION

TYPE PER THE MOUNTING SYSTEM AND ANY

NECESSARY STRUCTURAL DETAILS AND

CALCULATIONS.

2. FOUNDATION SHALL BE A MINIMUM OF 24" BELOW

GRADE FOR FROST DEPTH

FOUNDATION REQUIREMENTS:

STRUCTURAL FOUNDATION DRAWINGS SHALL BE

PROVIDED (SIGNED AND SEALED) BY OKLAHOMA

LICENSED ENGINEER.

DRAWINGS SHALL BE REVIEWED AND KEPT FOR

RECORD BY STRUCUTRAL EOR.

PROVIDE REVIEWED AND APPROVED COPY TO

FAA FOR RECORD.

SUBMITTAL REQUIREMENTS:

PROVIDE CONCRETE MIX SUBMITTAL FOR REVIEW

AND RECORD TO EOR, FSB AND FAA.

PROVIDE REVIEWED COPY TO FAA FOR RECORD.

MIN OF 12" CLR TO

BOTTOM OF PANEL

FOR MAINTENANCE

ACCESS M

" C

NOTE:

FOUNDATION

SHALL BE 24"

DEEP MIN, TYP

MATERIAL DESIGN VALUES:

CONCRETE (MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS,

NORMAL WEIGHT, UNLESS NOTED OTHERWISE). USE AIR ENTRAINED

CONCRETE FOR ANY EXTERIOR FLATWORK .

SLABS ON GRADE AND FOUNDATIONS..................... 4,000 PSI

PORTLAND CEMENT.................................................... TYPE II

W/C RATIO..................................................................... 0.45

LARGE AGGREGATE................................................... #67 STONE

SLUMP.......................................................................... 4" (+/- 1")

SLUMP IF PUMPED...................................................... 8" MAX

CONCRETE REINFORCEMENT(MINIMUM YIELD STRENGTH)

ALL DEFORMED BARS, UNLESS NOTED OTHERWISE.

(ASTM A615, GRADE 60).............................................. FY = 60,000 PSI

WELDED WIRE FABRIC (ASTM A185).......................... FY = 60,000 PSI

SMOOTH BARS (ASTM A82).......................................... FY = 70,000 PSI

DEFORMED BAR ANCHORS (ASTM A706)................... FY = 60,000 PSI

STRUCTURAL STEEL (MINIMUM YIELD STRENGTH)

WIDE FLANGES (ASTM A992 OR A572, GR. 50)......... FY = 50,000 PSI

PIPES (ASTM A500, GRADE B)...................................... FY = 42,000 PSI

TUBES (ASTM A500, GRADE B).................................... FY = 46,000 PSI

ALL OTHER SHAPES, PLATES AND ANCHOR BOLTS

UNLESS NOTED OTHERWISE (ASTM A36)................. FY = 36,000 PSI

ANCHOR RODS

(ASTM F 1554, WELDABLE GRADE 36).................. FY = 55,000 PSI

COLD FORMED STRUCTURAL SHAPES..................... FY = 33,000 PSI (MIN)

FACILITY

MANAGEMENT

DRAWN BY:

WORK ORDER NO.

OFFICE OF

ISSUED BY

DRAWING NO.

DATE

PREPARED BYREVIEWED BY

REV DATE

APPROVED BY

DESCRIPTION

SHEET NO.

APP'DCHECK

AMP-400

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

FEDERAL AVIATION ADMINISTRATION

AUGUST 2, 2021

405/840-2931 www.fsb-ae.com

13-007860 AMP-400-E-

FRANKFURT SHORT BRUZA

DEPARTMENT OF TRANSPORTATION

5801 BROADWAY EXT., SUITE 500

OKLAHOMA CITY, OKLAHOMA

Work Request Construction No: DTFAAC-16-D-00033

PV SYSTEM QUESADA DR. WEST - TYPE B

G. NELSON

H :\P

\0 3-

\0 4-

St ru c\

St ru

.rv t

GENERAL NOTES AND TYPICAL DETAILS

BNF

TJD

BNF

S-001

SCALE: NTS

SCHEMATIC SECTION OF PV PANELS AND POSSIBLE FOUNDATION TYPES1

Nelson, Gregory P.

Text Box S-001

Nelson, Gregory P.

Text Box S-001

TWO POLE SWITCH

THREE WAY SWITCH

FOUR WAY SWITCH

DIMMER SWITCH

MOTION DETECTOR - WALL

MOUNTED SWITCH

WEATHER PROOF SWITCH

OCCUPANCY SENSOR MOTION

DETECTOR - CEILING MOUNTED

MANUAL MOTOR STARTER

PILOT LIGHT SWITCH

KEY OPERATED SWITCH

LOW VOLTAGE SWITCH

DUAL RELAY PIR OCCUPANCY

SENSOR

OCCUPANCY SENSOR MOTION

DETECTOR - POWER PACK /

CONTROL RELAY

LIGHTING DEVICES

SINGLE POLE SWITCH

JUNCTION BOX

JUNCTION BOX - DATA

FLOOR JUNCTION BOX

RELAY

POWER POLE

TELECOMMUNICATIONS POWER

POLE

DOOR CONTACT

PUSH BUTTON - SWITCH

2 PUSH BUTTON - SWITCH

3 PUSH BUTTON - SWITCH

VARIABLE FREQUENCY DRIVE

PHOTOCELL

METER AND SOCKET BASE

DATA DEVICES

TELEPHONE

PUBLIC TELEPHONE

WALL TELEPHONE

TELEPHONE / DATA OUTLET

DATA OUTLET

TELEPHONE OUTLET FLOOR

TELEPHONE/DATA OUTLET FLOOR

DATA OUTLET FLOOR

SPEAKER - SURFACE MOUNTED

OR SUSPENDED

SPEAKER - RECESSED

WALL SPEAKER

MICROPHONE

BUZZER

AMPLIFIER

INTERCOM PUSH BUTTON FOR

2-WAY COMMUNICATION

KEY PAD WITH ARM / DISARM

DOOR LOCK

INFRARED MOTION SENSOR

CARD READER

MAGNETIC SWITCH

MOTION DETECTOR (SECURITY)

EXIT PUSH BUTTON

BREAK GLASS SENSOR

SECURITY CONTROL CONSOLE

BALANCED MAGNETIC SWITCH

ANTENNA

TV ANTENNA

TIME CLOCK

CLOSED CIRCUIT TV CAMERA

TV OUTLET

SINGLE SIDED CLOCK

DOUBLE SIDED CLOCK

CIRCUITING

CONDUIT CONCEALED IN WALL OR

ABOVE CEILING

CONDUIT RUN EXPOSED

CONDUIT CONCEALED IN SLAB OR

UNDERGROUND

BRANCH CIRCUIT, SLASHES

DENOTE NUMBER OF

CONDUCTORS, ( ) DENOTES

GROUND WIRE NO SLASHES

DENOTE NO LESS THAN

2-#12, 1-#12 GND.

CONDUIT HOME RUN TO PANEL

BOARD ARROWHEADS DENOTE

NUMBER OF CIRCUITS

PC PART CIRCUIT

CONDUIT TURNING UP

CONDUIT TURNING DOWN

ELEVATION CHANGE IN CONDUIT

CONDUIT SEAL

LOW VOLTAGE WIRING

FLEXIBLE CONDUIT

GROUNDING / LIGHTNING PROTECTION

GROUND ROD, 3/4" X 10' LONG

COPPERWELD

GROUND ROD, EXOTHERMIC

COUNTERPOISE CONNECTION

GROUND WELL ACCESSIBLE

CONNECTION

AIR TERMINAL

CONDUCTOR CONNECTION

STATIC GROUND RECEPTACLE

LIGHTNING PROTECTION MAIN

CONDUCTOR

BURIED GROUND CONDUCTOR

SINGLE LINE DIAGRAM

FUSED SWITCH

NON - FUSED SWITCH

NORMALLY CLOSED

CIRCUIT BREAKER, 600 VOLTS

AND BELOW

DRAWOUT CIRCUIT BREAKER, 600

VOLTS AND BELOW

DRAWOUT CIRCUIT BREAKER,

MEDIUM VOLTAGE

800AT

800AF

BREAKER TRIP SETTING

BREAKER FRAME SIZE

FUSE SIZE

FRAME SIZE

POWER TRANSFORMER

AUTO TRANSFORMER

STRESS CONE

KILOWATT HOUR DEMAND METER

GENERATOR

CONTROL POWER TRANSFORMER

POTENTIAL TRANSFORMER

CURRENT TRANSFORMER

DELTA - WYE

DIGITAL METER

TRANSIENT VOLTAGE SURGE

SUPPRESSOR

CPT

SCHEMATIC

CONTACT, NORMALLY CLOSED

CONTACT, NORMALLY OPEN

FIRE ALARM SYSTEM SHUT DOWN

CONTACT

FREEZE STAT - SHUT DOWN

CONTACT

THERMAL OVERLOAD CONTACT

SMOKE DETECTOR - SHUT DOWN

CONTACT

TIME CLOCK CONTACT

PHOTOCELL CONTACT

CONTACT OR CONTACT - COIL

LIGHTING FIXTURE OR

INDICATING LAMP

MOTOR CONTACT COIL

HAND / OFF / AUTO SWITCH

TIME CLOCK MOTOR

OVERLOAD RELAY

BATTERY

LIMIT SWITCH NORMALLY OPEN

LIMIT SWITCH NORMALLY CLOSED

SOLENOID

FUSE

PHOTOCELL

RELAY

SOLENOID COIL

ON OFF

ON / OFF SWITCH

NORMALLY OPEN PUSH - BUTTON

NORMALLY CLOSED PUSH -

BUTTON

WIRELESS ROUTER

MOTOR CONNECTION

UNFUSED DISCONNECT SWITCH

FUSED DISCONNECT SWITCH

DISCONNECT SWITCH FURNISHED

WITH EQUIPMENT

COMBINATION MOTOR STARTER

MOTOR STARTER

120 / 208 VOLT PANEL BOARD

277 / 480 VOLT PANEL BOARD

LIGHTING CONTACTOR

DURESS ALARM PUSH BUTTON

CLOSED CIRCUIT TV MONITOR

CABLE TRAY

TRANSFORMER

DATA OUTLET CEILING

REQUEST TO EXIT PUSH BUTTON

ELECTRICAL LEGEND

DESCRIPTIONSYMBOL

LIGHT FIXTURES

RECESSED LIGHT FIXTURE

STRIP LIGHT FIXTURE

WALL WASHER

RECESSED DOWN LIGHT

SUSPENDED LIGHT FIXTURE

SURFACE MOUNTED LIGHT

FIXTURE

SUSPENDED

SURFACE

SURFACE EMERGENCY

WALL MOUNTED EMERGENCY

WALL MOUNTED LIGHT

INCANDESCENT TRACK LIGHT

TRACK LIGHT WITH INTEGRAL

BALLAST

WALL MOUNTED LIGHT - ROUND

WALL MOUNTED SINGLE SIDE EXIT

LIGHT

WALL MOUNTED DOUBLE SIDE

EXIT LIGHT

CEILING MOUNTED SINGLE SIDE

EXIT LIGHT

CEILING MOUNTED DOUBLE SIDE

EXIT LIGHT

BATTERY POWERED EMERGENCY

LIGHT

FLOOD LIGHT

SITE LIGHTING FIXTURE

STRIP LIGHT FIXTURE W/

EMERGENCY BATTERY PACK

RECESSED LIGHT FIXTURE

EMERGENCY

SUSPENDED LIGHT FIXTURE

EMERGENCY

SURFACE MOUNTED LIGHT

FIXTURE EMERGENCY

RECESSED DOWN LIGHT

EMERGENCY

WALL WASHER EMERGENCY

WALL MOUNTED LIGHT - ROUND

EMERGENCY

WALL MOUNTED LIGHT - SQUARE

EMERGENCY

DESCRIPTIONSYMBOL DESCRIPTIONSYMBOL DESCRIPTIONSYMBOL DESCRIPTIONSYMBOL DESCRIPTIONSYMBOL

BOLLARD

ELECTRICAL FIXTURES

SIMPLEX RECEPTACLE

RECEPTACLE DUPLEX

QUADRUPLEX

RECEPTACLES - SPECIAL PURPOSE

(SEE KEYNOTES FOR TYPE)

RECEPTACLE DUPLEX -

CEILING MOUNTED

FLOOR BOX

RECEPTACLE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 12, 2022.