2024.09.30_FAA_PV ARRAY 2_PHASE 1_CD DRAWINGS.pdf
PDF 13 MB Posted
- Attached to
- 23-021127 MMAC PV#2 Phase-2 Array Federal contract opportunity
- Solicitation number
- 6973GH-25-R-00189
About this file
These documents are construction drawings for a photovoltaic (PV) solar array project at the Mike Monroney Aeronautical Center in Oklahoma City, Oklahoma. The project involves Phase 1 of a PV Array 2 installation, with a 100% construction document set dated September 30, 2024. The project includes installing a new solar array with associated electrical infrastructure, including a recombiner/transformer substation, communications systems, conduit and ductbank installations, and site civil work.
Key technical details include a new 1500kVA step-up transformer, medium voltage cabling, communications media converters, and a comprehensive electrical system designed to integrate the new solar array with existing infrastructure. The project involves precise civil engineering work, including grading, erosion control, and site preparation. The electrical system includes detailed one-line diagrams showing power distribution, communications networks, and metering systems. The site plans show the array layout across multiple parcels, with provisions for future expansion (Phase 2) and careful integration with existing site utilities and infrastructure.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 6973GH-25-R-00189_Amendment 0001.pdf | ||
| Compiled RFI Questions with Responses 08.21.2025.xlsx | XLSX spreadsheet | |
| Attachment 1 FAA-MMAC_PV ARRAY 2_PH 2_100 CD_DRAWINGS.pdf | ||
| Attachment 3 SF25 Performance Bond.pdf | ||
| Attachment 4 SF25A Payment Bond.pdf | ||
| Attachment 5 SF24 Bid Bond.pdf | ||
| Attachment 7 Past Performance Experience Form 7.10.2025.docx | DOCX document | |
| Attachment 10 AMP400-ENV-OC-2.4.3-CC.pdf | ||
| 6973GH-25-R-00189.pdf | ||
| Attachment 6 Past Performance Survey 7.10.25.docx | DOCX document | |
| Attachment 8 Client Authorization Letter.docx | DOCX document | |
| Attachment 2 Wage Determination OK20250049 03.14.2025.pdf | ||
| Attachment 11 Chapter 33 Construction Safety.pdf | ||
| Attachment 1a FAA-MMAC_PV ARRAY 2_PH 2_100 CD_PROJECT MANUAL.pdf | ||
| Attachment 9 Contractor Release.pdf |
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Text version
PV ARRAY 2 PROJECT
FACILITY MANAGEMENT
DESIGNED BY:
DRAWN BY:
WORK ORDER NO.
OFFICE OF
ISSUED BY
DRAWING NO.
DATE
PREPARED BYREVIEWED BY
REV DATE
APPROVED BY
DESCRIPTION
OF
SHEET NO.
APP'DCHECK
AMP-400
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
FEDERAL AVIATION ADMINISTRATION
30 SEPTEMBER 2024
405/840-2931 www.fsb-ae.com
22-029334 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
MMAC PV ARRAY 2 - PHASE 1 - TYPE B
M. TURNER
FAA
MIKE MONRONEY AERONAUTICAL CENTER
OKLAHOMA CITY, OKLAHOMA
100% CONSTRUCTION DOCUMENTS - PHASE 1
SEPTEMBER 30, 2024
MMAC PV ARRAY 2
Frankfurt-Short-Bruza Associates, P.C.
5801 Broadway Extension, Suite 500
Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
STATE: OKLAHOMA
ENGINEERING CERTIFICATE OF AUTHORIZATION
ENG. ENTITY ID# CA1072
EXP. 06/30/2026
OAE
BKG
OAE
COVER SHEET - PHASE 1COVER SHEET - PHASE 1
1-G-001
1-G-001
SHEET INDEX PHASE 1
NUMBER TITLE
GENERAL
1-G-001 COVER SHEET - PHASE 1
CIVIL
1-V-101 ORIGINAL SURVEY
1-C-101 GENERAL NOTES
1-C-102 LEGEND
1-CD101 DEMOLITION PLAN
1-CS100 OVERALL CIVIL SITE PLAN
1-CS101 ENLARGED CIVIL SITE PLAN
1-CG101 GRADING PLAN
1-CG201 EROSION CONTROL PLAN
1-CG501 EROSION CONTROL DETAILS
1-C-501 CIVIL DETAILS
1-C-502 CIVIL DETAILS
STRUCTURAL
1-S-001 GENERAL NOTES AND DETAILS - STRUCTURAL
ELECTRICAL
1-E001 LEGEND & ABBREVIATIONS
1-E100 OVERALL SITE PLAN - ELECTRICAL
1-E500 ELECTRICAL DETAILS
1-E501 ELECTRICAL DETAILS
1-E502 ELECTRICAL DETAILS
1-E600 ONE-LINE DIAGRAM
1-E601 COMMUNICATIONS ONE-LINE DIAGRAM
N
QUESADA DR.
REGINA A
VE.
SW
. 7 4T H
H
EL
M S
ST
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09/30/2024
Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1 5801 Broadway Extension, Suite 500, Oklahoma City, Oklahoma 73118-7436
Telephone (405) 840-2931 Facsimile (405) 842-7750 Website www.fsb-ae.com
J.T.
LITTLE JR.
20555
LP
135.00'
104.65'
104.96'60.00'
60.00'
60.00'
QUESADA DR.
REGINA AVE.
REGINA AVE.
H
ELM
S ST.
H
ELM
S ST.
QUESADA DR.
SPEED LIMIT 45
FENCE, 7' CHAIN-LINK
W/ 3BW
4 WIRE
ASPHALT
ASPHALT
MID-CON
ASPHALT
ASPHALT
ENERFIN
PIPELINE
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
DCP
PIPELINE
APPROX. LOCATION
12" WATERLINE
NOT MARKED IN FIELD
DRAWN PER ATLAS
DCP
PIPELINE
PLAINS
PIPELINE
CROSSES QUSEADA DR.
PER LOCATE MARKINGS
EM BOX NO METER
ON METER POLE
1 W
IRE
UNKNOWN ELECTRIC
BOX W/ 2-1" CONDUITS30" VERT CMP
MARATHON
CURB INLET
T.G. = 1304.18
20" RCP FL NE = 1300.78
18" RCP FL SW = 1300.78
20" RCP
FL = 1294.32
FENCE, 7' CHAIN-LINK
W/ 3BW
SMOOTH 6" PIPE
FL = 1287.74
UNKNOWN CONNECTION
24" RCP
FL = 1288.44
24" RCP
FL = 1291.36
PLAINS
PIPELINE
APPROX. LOCATION
6" WATERLINE
NOT MARKED IN FIELD
DRAWN PER ATLAS
(USING FIELD EVIDENCE)
6" CPP
FL = 1286.77
UNKNOWN CONNECTION
RCB 10' X 4' (SKEWED)
FL = 1286.41
WATER VALVE
TOP OF SILT = 1283.68
APPROX. LOCATION
6" WATERLINE
NOT MARKED IN FIELD
DRAWN PER ATLAS
(USING FIELD EVIDENCE)
STOP
ASPHALT
WATER VALVE
TOP OF NUT = 1284.15
APPROX. LOCATION
6" WATERLINE
NOT MARKED IN FIELD
DRAWN PER ATLAS
(USING FIELD EVIDENCE)
WATER VALVE
TOP OF NUT = 1283.64
SAN SEW M.H.
T.R. = 1287.10
8" FL W = 1275.09
8" FL E = 1275.08
AREA INLET
T.G. = 1286.57
18" RCP FL = 1283.23
18" RCP
FL = 1281.65
RCB 2- 5'X4' (SKEWED)
FL = 1279.79
RCB 2- 5'X4' (SKEWED)
FL = 1280.19
DENSE
ASPHALT
BM
2-1" CONDUIT ALONG
BUILDING
CONTROL BOX / CAMERA
STOP
2" STEEL SIGN POST
GATE CONTROL BOX
CONCRETE
1-STO
RY
BUILDING
FENCE, 7' CHAIN-LINK
W/ 3BW
ASPHALT
EXIST. 20' WIDE
EASEMENT
EM
E
E
DYH
FO
FO
G
G
VP
LP
SCV
SS
T
T
T
WM
W
CO
E
FO
GM
PL
PB
SPIG
TRANS
ORIGINAL SURVEY1N
N
ORIGINAL SURVEY
BM#2
CP#1
BM#3
0 30 60 120
1" = 60'
NOTE: ORIGINAL SURVEY IS THE FIRST AND
ONLY SURVEY BEING USED BY FSB. IT IS OF
THE ENTIRE PROPERTY.
MONUMENTS:
BM= BENCH MARK
CP= CONTROL POINT
MONUMENTS
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
AutoCAD SHX Text 1" = 60'
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LOCATION
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PROJECT
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S MACARTHUR BLVD
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SW 59TH ST
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SW 74TH ST
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LOCATION MAP
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SCALE: 1"=2000'
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S ROCKWELL AVE
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S. BRAIG
AutoCAD SHX Text 1-V-101
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MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
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FEDERAL AVIATION ADMINISTRATION
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30 SEPTEMBER 2024
AutoCAD SHX Text 405/840-2931 www.fsb-ae.com
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DESIGNED BY: JBR
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DRAWN BY: JBR
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WORK ORDER NO.
AutoCAD SHX Text 22-029334
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OFFICE OF
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ISSUED BY
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AMP-400
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AMP-400-E-
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DRAWING NO.
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DATE
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PREPARED BY
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FRANKFURT SHORT BRUZA
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REVIEWED BY
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REV
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DATE
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DEPARTMENT OF TRANSPORTATION
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5801 BROADWAY EXT., SUITE 500
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OKLAHOMA CITY, OKLAHOMA
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APPROVED BY
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DESCRIPTION
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OF
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SHEET NO.
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APP'D
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CHECK
AutoCAD SHX Text Work Request Construction No: DTFAAC-16-D-00033
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M. TURNER
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FACILITY MANAGEMENT
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MMAC PV ARRAY 2 - PHASE 1 - TYPE B
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SPM
GENERAL NOTES
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McGRAW
09/30/2024
AutoCAD SHX Text 1-C-101
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AutoCAD SHX Text 1-C-101
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MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
AutoCAD SHX Text
FEDERAL AVIATION ADMINISTRATION
AutoCAD SHX Text
30 SEPTEMBER 2024
AutoCAD SHX Text 405/840-2931 www.fsb-ae.com
AutoCAD SHX Text
DESIGNED BY: JBR
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DRAWN BY: JBR
AutoCAD SHX Text
WORK ORDER NO.
AutoCAD SHX Text 22-029334
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OFFICE OF
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ISSUED BY
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AMP-400
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AMP-400-E-
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DRAWING NO.
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DATE
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PREPARED BY
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FRANKFURT SHORT BRUZA
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REVIEWED BY
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REV
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DATE
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DEPARTMENT OF TRANSPORTATION
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5801 BROADWAY EXT., SUITE 500
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OKLAHOMA CITY, OKLAHOMA
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APPROVED BY
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DESCRIPTION
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OF
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SHEET NO.
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APP'D
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CHECK
AutoCAD SHX Text Work Request Construction No: DTFAAC-16-D-00033
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M. TURNER
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FACILITY MANAGEMENT
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MMAC PV ARRAY 2 - PHASE 1 - TYPE B
LF
MATL
MIN
MH
OC
OCEW
PL
PVC
PC
PCC
PG
PIV
RCP
REQD
SAN
SD
SIM
SS
STA
STR
SW
TYP
TC
T/G
T/R
TS
UGC
UGE
VERT
WTR
WV
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
S
DDX
SX
CBX
WX
WX
COX
PX
GX
W
GX
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
BC
BLDG
CL
CLR
CONST
CO
C-C
Ø
DIA
DIP
DW
ELEC
ELEV
EXIST
F-F
FC
FDC
FH
FL
HORIZ
BACK TO BACK
BACK OF CURB
BUILDING
CENTER LINE
CLEARANCE
CONSTRUCT
CLEANOUT
CENTER TO CENTER
DIAMETER
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
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SEAN P.
McGRAW
09/30/2024
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AutoCAD SHX Text 12 in
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AutoCAD SHX Text W
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AutoCAD SHX Text E
AutoCAD SHX Text E
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CO
AutoCAD SHX Text
TEL
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text
TC
AutoCAD SHX Text
TC
AutoCAD SHX Text
PB
AutoCAD SHX Text 1790.11
AutoCAD SHX Text C
AutoCAD SHX Text C
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GAS
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
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GAS
AutoCAD SHX Text G
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MB
AutoCAD SHX Text 1-C-102
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AutoCAD SHX Text 1-C-102
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MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
AutoCAD SHX Text
FEDERAL AVIATION ADMINISTRATION
AutoCAD SHX Text
30 SEPTEMBER 2024
AutoCAD SHX Text 405/840-2931 www.fsb-ae.com
AutoCAD SHX Text
DESIGNED BY: JBR
AutoCAD SHX Text
DRAWN BY: JBR
AutoCAD SHX Text
WORK ORDER NO.
AutoCAD SHX Text 22-029334
AutoCAD SHX Text
OFFICE OF
AutoCAD SHX Text
ISSUED BY
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AMP-400
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AMP-400-E-
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DRAWING NO.
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DATE
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PREPARED BY
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FRANKFURT SHORT BRUZA
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REVIEWED BY
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REV
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DATE
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DEPARTMENT OF TRANSPORTATION
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5801 BROADWAY EXT., SUITE 500
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OKLAHOMA CITY, OKLAHOMA
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APPROVED BY
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DESCRIPTION
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OF
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SHEET NO.
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APP'D
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CHECK
AutoCAD SHX Text Work Request Construction No: DTFAAC-16-D-00033
AutoCAD SHX Text
M. TURNER
AutoCAD SHX Text
FACILITY MANAGEMENT
AutoCAD SHX Text
MMAC PV ARRAY 2 - PHASE 1 - TYPE B
11280.20
APPR
O
X.
100 YR
. FLO
O
D
APPR
O
X.
100 YR
. FLO
O
D
P
LP
135.00'
104.65'
104.96'60.00'
60.00'
60.00'
GATE SECURITY
PARKING ONLYGATE SECURITY
PARKING ONLY
CHASE VEHICLE
PARKING ONLY
.4
N: 143331.42 E: 2079931.88
125'
99'
0 30 60 120
1" = 60'
DEMOLITION PLAN1N
DEMOLITION PLAN
REGINA AVE.
REGINA AVE.
QUESADA DR. (PRIVATE)
QUESADA DR. (PRIVATE)
PV ARRAY I
CAUTION!!
EXISTING ENERFIN
PIPELINE
SHEET KEYNOTES
1. CUT & REPAIR EXISTING GRAVEL. REMOVE AND
REPLACE EXISTING FENCE IF NECESSARY.
2. THE PROJECT LIMIT SHOWN IS APPROXIMATE.
3. REQUIREMENTS FOR PILING THE EXCESS DIRT
SHALL BE IN THE PROJECT SPECIFICATIONS.
GENERAL NOTES
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**
A.REFER TO SHEET 1-V-101 FOR BASIS OF VERTICAL
AND HORIZONTAL C0NTROL
B.REFER TO SHEET 1-C-101 FOR ADDITIONAL NOTES
AND REQUIREMENTS
C.DIMENSIONS SHOWN ARE TO FACE OF CURB/EDGE
OF PAVEMENT UNLESS OTHERWISE NOTED.
D.THE DEMOLITION PLAN IS INTENDED TO SERVE AS
AN AID TO VISUALIZE THE APPROXIMATE EXTENT
OF THE DEMOLITION WORK. DEMOLITION WORK IN
THIS CONTRACT INCLUDES ALL EXISTING OBJECTS,
MATERIALS, OR FEATURES, ETC, THAT MUST BE
REMOVED AND DISPOSED OF OFF SITE TO
CONSTRUCT NEW WORK.
E. 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.
F. UTILITY LINES ARE FROM THE TOPOGRAPHICAL
SURVEY. CARE SHALL BE EXERCISED TO AVOID
DAMAGE TO EXISTING UTILITY LINES AND PREVENT
LOSS OF SERVICE TO ADJACENT FACILITIES. ANY
DAMAGE TO EXISTING UTILITIES HALL BE REPAIRED
TO THE OWNER'S SATISFACTION AT THE
CONTRACTORS EXPENSE.
G.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.
H.THE CONTRACTOR SHALL PHASE AND COORDINATE
THE WORK SO AS TO MINIMIZE THE DISRUPTION OF
TRAFFIC AND PEDESTRIAN ACCESS TO ADJACENT
FACILITIES.
I. THE CONTRACTOR SHALL INSTALL BARRIERS,
SIGNAGE, AND TEMPORARY FENCING TO RESTRICT
ACCESS AND PROTECT STAGED MATERIALS.
PROJECT LIMIT
LINE (TYP.)
PROJECT LIMIT
LINE (TYP.)
2 3
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McGRAW
09/30/2024
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AASHTO 2011 (US)
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(c) 2020 Transoft Solutions, Inc. All rights reserved.
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1-CD101
AutoCAD SHX Text 1" = 60'
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1-CD101
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MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
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FEDERAL AVIATION ADMINISTRATION
AutoCAD SHX Text
30 SEPTEMBER 2024
AutoCAD SHX Text 405/840-2931 www.fsb-ae.com
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DESIGNED BY: JBR
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DRAWN BY: JBR
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WORK ORDER NO.
AutoCAD SHX Text 22-029334
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OFFICE OF
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ISSUED BY
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AMP-400
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AMP-400-E-
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DRAWING NO.
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DATE
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PREPARED BY
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FRANKFURT SHORT BRUZA
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REVIEWED BY
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REV
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DATE
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DEPARTMENT OF TRANSPORTATION
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5801 BROADWAY EXT., SUITE 500
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OKLAHOMA CITY, OKLAHOMA
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APPROVED BY
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DESCRIPTION
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OF
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SHEET NO.
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APP'D
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CHECK
AutoCAD SHX Text Work Request Construction No: DTFAAC-16-D-00033
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M. TURNER
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FACILITY MANAGEMENT
AutoCAD SHX Text
MMAC PV ARRAY 2 - PHASE 1 - TYPE B
GATE SECURITY
PARKING ONLYGATE SECURITY
PARKING ONLY
CHASE VEHICLE
PARKING ONLY
REGINA AVE.
H
ELM
S ST.
QUESADA DR.
APPR
O
X.
100 YR
. FLO
O
D
APPR
O
X.
100 YR
. FLO
O
D
P
LP
135.00'
104.65'
104.96'60.00'
60.00'
60.00'
N: 143318.44 E: 2079918.90N: 143219.41
E: 2079918.90 N: 143443.08 E: 2079931.90
N: 143502.94 E: 2079937.39
SHEET KEYNOTES
1. SOLAR PANELS TYP. RE: ELECTRICAL
2. 6" GRAVEL ACCESS ROAD. RE: 1/1-C-501.
3. ELECTRICAL LINES AND TRANSFORMER. RE:
ELECTRICAL
4. 4" GRAVEL SURFACE. RE: 10/1-C-501.
5. CONCRETE PAVEMENT. RE: 2/1-C-501
6. FIRE HYDRANT.
7. UNDERGROUND COMM. LINES. (PHASE 1) RE:
ELECTRICAL
8. MANHOLE FOR ELECTRIC, RE: ELECTRICAL
9. REMOVE AND REPLACE EXISTING FENCE IF
NECESSARY. OTHERWISE EXISTING FENCE SHOULD
NOT BE IMPACTED.
GENERAL NOTES
A. REFER TO SHEET 1-V-101 FOR BASIS OF VERTICAL AND
HORIZONTAL C0NTROL
B. REFER TO SHEET 1-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
1-CD101. 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 ADDITIONAL
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. THE CONTRACTOR SHALL INSTALL BARRIERS, SIGNAGE,
AND TEMPORARY FENCING TO RESTRICT ACCESS AND
PROTECT STAGED MATERIALS. (EXAMPLE OF
TEMPORARY FENCE, RE: 14/1-C-502)
I. IN THE BASE BID CONTRACTOR SHALL INCLUDE DIRT
TESTING FOR CONTAMINANTS AND HAUL AWAY.
J. CONTRACTOR IS REQUIRED TO KEEP THE LANDSCAPING
AROUND THE PROJECT AREA MAINTAINED DURING
CONSTRUCTION. (I.E. MOWING AND WEED-WHACKING
ALIONG THE PERIMETER FENCE)
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
1-CS101
DIGITAL REMOTE
SWITCHING #214 BUILDING
QUESADA DR. (PRIVATE)
QUESADA DR. (PRIVATE)
R/W LIMITS
PV ARRAY I
R/W LIMITS
ROAD
CENTER LINE
ROAD
CENTER LINE
CAUTION!!
EXISTING ENERFIN
PIPELINE
PV ARRAY 2
PHASE 2
EXISTING 8" W.L.
PROP. 8" W.L.
RE: WF- PLANS
(PHASE 2)
EX. F.H.
EX. F.H.
PHASE 1
PV ARRAY 2
PHASE 2
STAGING/LAYDOWN
AREA
EX. 20' U/E
ENLARGED DTL.2N 0 10 20 40
1" = 20'
1-CS101
1-CS100
CUT & REPAIR
EXISTING
GRAVEL
CUT & REPAIR
EXISTING
GRAVEL
NOTE:
GRAYED BACK KEYNOTES IN PLAN ARE FOR PHASE 2
EXIST. FENCE
RE: SHEET
KEYNOTS 9
PAVEMENT LEGEND
6" GRAVEL SURFACE
CONCRETE PAVEMENT
ASPHALT PAVEMENT
4" GRAVEL SURFACE
EXISTING
TRANSFORMER
58.9'
125'
99'
52.8'
73 3
4.
4'
.9
9.
3'
4.
4'
9.
9' 9
QUESADA DR.
IS EXISTING
SHADED BACK
SITE IS BEING
CONSTRUCTED
WITH PHASE 2.
SHADED BACK
SITE IS BEING
CONSTRUCTED
WITH PHASE 2.
QUESADA DR.
IS EXISTING
PV ARRAY 1
IS EXISTING
173.8'120.4'277.9'
20.2' 25.7'
4.
4'
17.7'
.4
EXISTING
HAND HOLE
(APPROX.
LOCATION)
NEW HAND HOLE
(RE: ELECTRIC)
NEW HAND HOLE
(RE: ELECTRIC)
SEE NOTE J.
26495
SEAN P.
McGRAW
09/30/2024
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
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AutoCAD SHX Text
1-CS100
AutoCAD SHX Text 1" = 60'
AutoCAD SHX Text
AutoCAD SHX Text
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1-CS100
AutoCAD SHX Text
(PHASE 1) 1" = 20'
AutoCAD SHX Text
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
AutoCAD SHX Text
FEDERAL AVIATION ADMINISTRATION
AutoCAD SHX Text
30 SEPTEMBER 2024
AutoCAD SHX Text 405/840-2931 www.fsb-ae.com
AutoCAD SHX Text
DESIGNED BY: JBR
AutoCAD SHX Text
DRAWN BY: JBR
AutoCAD SHX Text
WORK ORDER NO.
AutoCAD SHX Text 22-029334
AutoCAD SHX Text
OFFICE OF
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ISSUED BY
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AMP-400
AutoCAD SHX Text
AMP-400-E-
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DRAWING NO.
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DATE
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PREPARED BY
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FRANKFURT SHORT BRUZA
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REVIEWED BY
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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
OF
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
M. TURNER
AutoCAD SHX Text
FACILITY MANAGEMENT
AutoCAD SHX Text
MMAC PV ARRAY 2 - PHASE 1 - TYPE B
104.96'
R15' R1 5'20
20'
20'
585.14'
2.
28'
(TYP.)
28'
(TYP.)
28'
(TYP.)
28'
(TYP.)
5.
'R15' 168.88'
R15
40.57'
R15'
29.78'
186.42' 48.23'
R30'
R30'
25.67' R30'
R30
R30'
4.
152.47'
R15' R15' R
0'
R
0'
10'
2.
R15'10'
40'
8.
7'
520.57'
227.24'
13.44'
8.
30'
R25' R2 5'
12.4'
5.
8'
7.
6'
12.5'
.8
R3 0'
R
9.
9'
54.25' 153.45'
183.8'
.5
25.5'
2'
23.75'N: 143498.78 E: 2079955.17
N: 143494.03 E: 2079950.17
6.13'
0.
(T
YP
2.
1'
2.
1'
N: 143522.53 E: 2079945.17
8.1'8.1'1.4'
3.
5'
4.7'3'
3.5'
4.5'
3'
3.7'
8'
0.68'
(TYP.)
0 15 30 60
1' = 30'
ENLARGED CIVIL SITE PLAN1N
ENLARGED CIVIL SITE PLAN
QUESADA DR. (PRIVATE)
PAVEMENT LEGEND
6" GRAVEL SURFACE
CONCRETE PAVEMENT
ASPHALT PAVEMENT
4" GRAVEL SURFACE
SHEET KEYNOTES
1. 7' TALL CHAINLINK FENCE. RE: 7/1-C-501.
2. CONCRETE EQUIPMENT PAD. (PHASE 1 & 2) RE:
STRUCTURAL.
3. CONCRETE DRIVEWAY. RE: 2&4/1-C-501.
4. SOLAR PANELS TYP. RE: ELECTRICAL
5. CHAINLINK DOUBLE SWING GATE. RE: 8/1-C-501.
6. LIGHTNING PROTECTION POLE. RE: ELECTRICAL
7. 8" W.L. RE: WF- PLANS (PHASE 2)
8. ELECTRICAL LINES AND TRANSFORMER. (PHASE 1) RE:
ELECTRICAL
9. CONNECT TO EXISTING FENCE (PHASE 2)
10. BOLLARDS, RE: 13/1-C-502 (TO PROTECT EQUIPMENT)
11. HAND HOLE, RE: ELECTRICAL
GENERAL NOTES
A. REFER TO SHEET 1-V-101 FOR BASIS OF VERTICAL AND
HORIZONTAL C0NTROL
B. REFER TO SHEET 1-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 1-CD101.
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. THE CONTRACTOR SHALL INSTALL BARRIERS, SIGNAGE,
AND TEMPORARY FENCING TO RESTRICT ACCESS AND
PROTECT STAGED MATERIALS.
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**
PV ARRAY 1
CAUTION!!
EXISTING ENERFIN
PIPELINE
PV ARRAY 2
PHASE 1
PV ARRAY 2
PHASE 2
10 (TYP.)
(TYP.)
10 (TYP.)
1-CS101
ENLARGED DTL.2N
(TYP.)
(TYP.)
(TYP.)
EX. 20' U/E
(TYP.)
10(TYP.)
NOTE: THESE ARE THE BASIS OF
DESIGN DIMENSIONS FOR THE
EQUIPMENT PADS; THEY COULD
CHANGE WHEN EQUIPMENT IS
SELECTED AND APPROVED.
2 (TYP.)
2 (TYP.)
RE:1-CS100
FOR DETAILS
0 5 10 20
1' = 10'
STAGING/LAYDOWN
AREA
NOTE:
GRAYED BACK KEYNOTES IN PLAN ARE FOR PHASE 2
15' U/E
MANHOLE FOR ELECTRIC,
RE: ELECTRICAL
QUESADA DR.
IS EXISTING
SHADED BACK
SITE IS BEING
CONSTRUCTED
WITH PHASE 2.
SHADED BACK
SITE IS BEING
CONSTRUCTED
WITH PHASE 2.
SHADED BACK
SITE IS BEING
CONSTRUCTED
WITH PHASE 2.
PV ARRAY 1
IS EXISTING
PV ARRAY 1
IS EXISTING
26495
SEAN P.
McGRAW
09/30/2024
AutoCAD SHX Text S
AutoCAD SHX Text 1" = 30'
AutoCAD SHX Text
1-CS101
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
(PHASE 1) 1" = 10'
AutoCAD SHX Text
1-CS101
AutoCAD SHX Text
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
AutoCAD SHX Text
FEDERAL AVIATION ADMINISTRATION
AutoCAD SHX Text
30 SEPTEMBER 2024
AutoCAD SHX Text 405/840-2931 www.fsb-ae.com
AutoCAD SHX Text
DESIGNED BY: JBR
AutoCAD SHX Text
DRAWN BY: JBR
AutoCAD SHX Text
WORK ORDER NO.
AutoCAD SHX Text 22-029334
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
OF
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
M. TURNER
AutoCAD SHX Text
FACILITY MANAGEMENT
AutoCAD SHX Text
MMAC PV ARRAY 2 - PHASE 1 - TYPE B
11280.20
104.96'
1293 12921296
EP 1290.70
EP 1290.84
EP 1290.70 EP 1290.84
EP 1290.94
EP 1290.45
EP 1290.41
EP 1290.45
EP 1290.45
EP 1290.51
EP 1290.47
EP 1290.41
EP 1290.50
GENERAL NOTES
A. REFER TO SHEET 1-V-101 FOR BASIS OF VERTICAL AND
HORIZONTAL C0NTROL
B. REFER TO SHEET 1-C-101 FOR ADDITIONAL NOTES AND
REQUIREMENTS
C. CONTOURS REPRESENT FINISH SURFACE. CONTRACTOR
SHALL MAKE ALLOWANCES FOR TOPSOIL, GRAVEL, 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
AND GRAVEL AREAS.
F. 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.
G. FOR CLARITY, PAVEMENT JOINTS ARE NOT SHOWN ON THIS
SHEET.
H. ESTIMATED TOTAL PV ARRAY 2 VOLUME OF SPOILS IS 4,370
CY. SOIL SPOILS TO BECOME PROPERTY OF THE
CONTRACTOR AND BE REMOVED FROM AIRPORT PROPERTY.
**IMPORTANT NOTE**
GRADING PLAN1N
GRADING PLAN
GRADING
EXTENTS
MATCH
EXISTING
0 15 30 60
1' = 30'
MATCH
EXISTING
EARTHEN
SWALE
GRADING
EXTENTS
1-CG101
ENLARGED DTL.2N
PHASE 1
PV ARRAY 2
PHASE 2
GRADING IN THIS
AREA TO BE DONE
WITH PHASE 2 PV
ARRAY 2
STAGING/LAYDOWN
AREA
RE: 1-CS100
FOR LAYOUT
(MATCH EXISTING
GRADES)
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.
TG=TOP OF GRAVEL
TP=TOP OF PAVEMENT
EP=EDGE OF PAVEMENT
FL=FLOW LINE
NOTE: TOP OF GRAVEL IS THE FINISHED GRADE.
BOLLARDS,
RE:13/1-C-502
PAVEMENT LEGEND
6" GRAVEL SURFACE
CONCRETE PAVEMENT
ASPHALT PAVEMENT
4" GRAVEL SURFACE
0 5 10 20
1' = 10'
NOTE: PADS SHALL BE SET
AT 3"± ABOVE
SURROUNDING GROUND
AND AT A MORE UNIFORM
SLOPE.
MANHOLE FOR
ELECTRIC,
RE:ELECTRICAL
QUESADA DR.
IS EXISTING
SHADED BACK
SITE IS BEING
CONSTRUCTED
WITH PHASE 2.
SHADED BACK
SITE IS BEING
CONSTRUCTED
WITH PHASE 2.
PV ARRAY 1
IS EXISTING
PV ARRAY 1
IS EXISTING
26495
SEAN P.
McGRAW
09/30/2024
AutoCAD SHX Text S
AutoCAD SHX Text 1" = 30'
AutoCAD SHX Text
1-CG101
AutoCAD SHX Text
1-CG101
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
(PHASE 1) 1" = 10'
AutoCAD SHX Text
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
AutoCAD SHX Text
FEDERAL AVIATION ADMINISTRATION
AutoCAD SHX Text
30 SEPTEMBER 2024
AutoCAD SHX Text 405/840-2931 www.fsb-ae.com
AutoCAD SHX Text
DESIGNED BY: JBR
AutoCAD SHX Text
DRAWN BY: JBR
AutoCAD SHX Text
WORK ORDER NO.
AutoCAD SHX Text 22-029334
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
OF
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
M. TURNER
AutoCAD SHX Text
FACILITY MANAGEMENT
AutoCAD SHX Text
MMAC PV ARRAY 2 - PHASE 1 - TYPE B
104.96'
11280.20
25'x50' CONSTRUCTION ENTRANCE
RE:1/2-CG501
(PHASE 2)
SILT FENCE
RE:3/2-CG501
25'x50' CONSTRUCTION ENTRANCE
(PHASE 1 & 2) RE:1/1-CG501
CONCRETE WASHOUT
RE:4/2-CG501
SILT FENCE
RE:3/2-CG501
ROCK BAG SILT DIKE
RE:2/2-CG501
12" RIP-RAP
W/ FILTER FABRIC
1288 12
4 1293
89 1288
12961297
12981299
1294 1293
EARTHEN
SWALE
SILT FENCE
(PHASE 1 & 2)
RE:3/1-CG501
CONCRETE WASHOUT
(PHASE 1 & 2)
RE:4/1-CG501
EROSION CONTROL PLAN
EROSION CONTROL PLAN1N
GENERAL NOTES
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.
0 15 30 60
1' = 30'
0 15 30 60
1' = 30'
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE,
RE:1/1-CG501
LEGEND
SILT FENCE, RE:3/1-CG501
CONCRETE WASHOUT,
RE:4/1-CG501
ROCK BAG SILT DIKE
RE:2/1-CG501
12" RIP-RAP
W/ FILTER FABRIC
PHASE 1
PV ARRAY 2
PHASE 2
GRADING IN THIS
AREA TO BE DONE
WITH PHASE 2 PV
ARRAY 2
NOTE: SHADED BACK
EROSION CONTROL
MEASURES ARE FOR
PHASE 2
STAGING/LAYDOWN
AREA
(PHASE 2)
(PHASE 2)
(PHASE 2)
(PHASE 2)
(PHASE 2)
QUESADA DR.
IS EXISTING
SHADED BACK
SITE IS BEING
CONSTRUCTED
WITH PHASE 2.
SHADED BACK
SITE IS BEING
CONSTRUCTED
WITH PHASE 2.
PV ARRAY 1
IS EXISTING
PV ARRAY 1
IS EXISTING
26495
SEAN P.
McGRAW
09/30/2024
AutoCAD SHX Text S
AutoCAD SHX Text
1-CG201
AutoCAD SHX Text
1-CG201
AutoCAD SHX Text 1" = 30'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
AutoCAD SHX Text
FEDERAL AVIATION ADMINISTRATION
AutoCAD SHX Text
30 SEPTEMBER 2024
AutoCAD SHX Text 405/840-2931 www.fsb-ae.com
AutoCAD SHX Text
DESIGNED BY: JBR
AutoCAD SHX Text
DRAWN BY: JBR
AutoCAD SHX Text
WORK ORDER NO.
AutoCAD SHX Text 22-029334
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
OF
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
M. TURNER
AutoCAD SHX Text
FACILITY MANAGEMENT
AutoCAD SHX Text
MMAC PV ARRAY 2 - PHASE 1 - TYPE B
NOTE:
USE SANDBAGS OR
OTHER APPROVED
METHODS TO
CHANNELIZE RUNOFF TO
BASIN AS REQUIRED.
' M
IN
50' & VAR
FLOW
FLO
W
2 % OR GREATER
ROADWAY
FL
O
W
FLOW
' R
AA
R O
AD
W
AY
SPILLWAY
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. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR
TO ENTRANCE ONTO ROADWAYS OR PUBLIC
RIGHT-OF-WAY.
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN
AREA THAT IS STABILIZED WITH CRUSHED STONE THAT
DRAINS INTO AN APPROVED SEDIMENT TRAP OR
SEDIMENT BASIN.
2"-3" COURSE
AGGREGATE MIN
6" THICK
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2%
FILTER FABRIC
SANDBAGS OR
CONTINUOUS BERM OF
EQUIVALENT HEIGHT
DIVERSION RIDGE
SUPPLY WATER TO
WASH WHEELS IF
NECESSARY
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 CONTRIBUTED SEDIMENT OFF-SITE AND CAN
BE PERMANENTLY STABILIZED.
" M
IN
9" MAX
STORAGE
HEIGHT
8"
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
FLOW
PONDING HEIGHT
TRENCH DETAIL INSTALLATION WITHOUT
TRENCHING
SILT FENCE DETAIL3
NOTES:
1. ROCK BAG SILT BARRIER SHALL BE PLACED ON SLOPE
CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
2. PLACE ROCK BAG SUCH THAT NO GAPS ARE EVIDENT.
3. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT
AND REMOVE SEDIMENT WHEN NECESSARY. 9" MAXIMUM
RECOMMENDED STORAGE HEIGHT.
4. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA
THAT WILL NOT CONTRIBUTE TO SEDIMENT OFF-SITE AND
CAN BE PERMANENTLY STABILIZED.
ROCK BAG BARRIER
FLOW
FLOW
ROCK BAG DETAIL
ROCK BAG SILT DIKE2
9" MAX
STORAGE
HEIGHT
CONCRETE WASH OUT BASIN4
PROVIDE CONTINUOUS RAISED
PARAMETER STRUCTURE/BARRIER
(SUCH AS 2X12s)
AND PROVIDE ADEQUATE MEANS TO
SECURE TO GROUND
CONTINUOUS 20 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)
USED IN PHASE 2 PV ARRAY 2
EROSION CONTROL DETAILS
GENERAL NOTES
A. REFER TO SHEET 1-V-101 FOR BASIS OF
VERTICAL AND HORIZONTAL CONTROL.
B. REFER TO SHEET 1-C-101 FOR ADDITIONAL
NOTES AND REQUIREMENTS.
C. EROSION CONTROL DEVICES, INSTALLATION AND
MAINTENANCE SHALL CONFORM TO THE
REQUIREMENTS OF THE CITY OF OKLAHOMA
CITY.
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.
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 0.5” OR MORE.
26495
SEAN P.
McGRAW
09/30/2024
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
1-CG501
AutoCAD SHX Text
1-CG501
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
AutoCAD SHX Text
FEDERAL AVIATION ADMINISTRATION
AutoCAD SHX Text
30 SEPTEMBER 2024
AutoCAD SHX Text 405/840-2931 www.fsb-ae.com
AutoCAD SHX Text
DESIGNED BY: JBR
AutoCAD SHX Text
DRAWN BY: JBR
AutoCAD SHX Text
WORK ORDER NO.
AutoCAD SHX Text 22-029334
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
OF
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
M. TURNER
AutoCAD SHX Text
FACILITY MANAGEMENT
AutoCAD SHX Text
MMAC PV ARRAY 2 - PHASE 1 - TYPE B
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
FINISH GRADE
POST CAP
TOP RAIL
FRAME CAP
STRECHER
BARS (TYP)7'
-0
CHAINLINK DOUBLE SWING GATE8
6" GATE HELPER WHEEL
SPRING LOADED
15' 15'
NTS
GRAVEL
SURFACE SECTION10
RAW SUBGRADE SCARIFIED 8" DEEP
AND COMPACTED TO 95% ASTM
D698 DENSITY
NON-WOVEN GEOTEXTILE
SEPARATOR FABRIC, AASHTO
M288 CLASS 1
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
EQUIPMENT PAD DETAIL9
NON-WOVEN GEOTEXTILE
SEPARATOR FABRIC, AASHTO
M288 CLASS 1
NOTES:
1. DRIVEWAY APRON RADIUS PER PLANS. RE:
1/1-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,
THE CONTRACTOR SHOULD NOTIFY THE
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: 3/1-C-502.
7. THIS IS A GENERIC DETAIL. THE CONTRACTOR
SHALL USE THE GUIDELINES FROM SITE PLAN
AND FIELD FIT BASED ON CONDITIONS.
SECTION A-A
CURB & GUTTER
See Note #2
APRON
SIDEWALK
10% MAX
1/2% MIN 2% MAX.
SLOPE VARIES
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
SIDEWALK EXPANSION
JOINT (SWEJ)
1 2"
C
LR
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
TYPICAL SIDEWALK DETAIL3
FENCE CORNER POST
FOUNDATION DETAIL11
TYPICAL
CURB & GUTTER DETAIL6
CORNER, END,
OR PULL POST
RE: 11/1-C-501
FOR FOUDATION
TOP RAIL
BRACE RAIL
TRUSS ROD
(3 8" MIN DIA)
CONCRETE BASE
3000 PSI COMPRESSIVE
STRENGTH (MIN)
GRADE
BOTTOM OF
FABRIC
CHAIN-LINK FABRIC
(9 GAGE, 2" MESH)
LINE POST
3' -4
" M
IN
6"
10' MAX
6"
3' -4
" M
IN
10'-0" MAX
LINE POSTS TO BE EQUALLY SPACED
2" 2"
7' -0
LINE POST
10" MIN DIA
CORE AND USE PVC SLEEVE IN
EXISTING ASPHALT PAVEMENT (TYP)
CHAIN-LINK SECURITY FENCE DETAIL7
16" MIN DIA
BOTTOM
TENSION
WIRE (TYP)
TIE WIRES OR
CLIPS (TYP)
4" ODOT TYPE 'D' AGGREGATE BASE
(COMPACT WITH TWO PASSES OF A
PLATE COMPACTOR, JUMPING JACK,
OR OTHER VIBRATORY COMPACTION
DEVICE IN PERPENDICULAR
DIRECTIONS).
NOT U
SED
USED IN PHASE 2 PV ARRAY 2
NOT U
SED
USED IN PHASE 2 PV ARRAY 2
NOT U
SED
USED IN PHASE 2 PV ARRAY 2
USED IN PHASE 2 PV ARRAY 2 USED IN PHASE 2 PV ARRAY 2
USED IN PHASE 2 PV ARRAY 2
SECTION A-A
AA
ELEVATION VIEW
FINISHED GRADE
4" CHAMFER
#3 DEFORMED
#5 TIES EQUALLY
SPACED (TYP. OF 6)
3" MIN.
#3 DEFORMED
TIE BARS 12"
O.C.
(6) #5
DEFORMED
BARS
NOT U
SED
PLAN
DRIVEWAY
VARIES
10%
MAX.APRON
GRASS
1/2%
MIN.
CURB &
GUTTER
SLOPE
VARIES
GRASS
2%
MAX.
1/2" Exp. Jt.
RE: 2/2-CS101
1/2" Exp. Jt.
RE: 2/2-CS101
A
A
CONTROL JOINTS
RE: 2/2-CS101
RE: 11/1-C-501
NTS
OKC ADA CURB
RAMP DETAIL12
NOT U
SED
16"
MIN.
RE: 11/1-C-501
NOTE: RE: 7/1-C-501 FOR FENCE
MATERIALS, SIZES, ETC.
FENCE
GROUNDING
RE: ELECTRIC
RE: 11/1-C-501
NOTE: GATE IS TO HAVE
A KNOX LOCK FOR FIRE
DEPARTMENT ACCESS.
(CONTRACTOR TO
PROVIDE AND INSTALL)
26495
SEAN P.
McGRAW
09/30/2024
AutoCAD SHX Text
NTS
AutoCAD SHX Text 1-C-501
AutoCAD SHX Text 1-C-501
AutoCAD SHX Text
RE:STRUCTURAL
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
AutoCAD SHX Text
AutoCAD SHX Text
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
AutoCAD SHX Text
FEDERAL AVIATION ADMINISTRATION
AutoCAD SHX Text
30 SEPTEMBER 2024
AutoCAD SHX Text 405/840-2931 www.fsb-ae.com
AutoCAD SHX Text
DESIGNED BY: JBR
AutoCAD SHX Text
DRAWN BY: JBR
AutoCAD SHX Text
WORK ORDER NO.
AutoCAD SHX Text 22-029334
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
OF
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
M. TURNER
AutoCAD SHX Text
FACILITY MANAGEMENT
AutoCAD SHX Text
MMAC PV ARRAY 2 - PHASE 1 - TYPE B
CIVIL DETAILS
2'
WHERE THIS JOINT IS DEJ,
PLACE DOWELS ACROSS
STRAIGHT PORTION OF
JOINT ONLY
NO DOWELS ACROSS
RADIAL PART OF JOINT
JOINT LINES
RADIAL LINESBACK OF
CURB
DETAIL AT RADIAL CURBS
JOINT LINE TERMINATION1
CONCRETE PAVEMENT
T
T = PAVEMENT THICKNESS
ANTICIPATED SHRINKAGE
CRACK
SAWED JOINT
RE: 5/1-C-502
CONTRACTION JOINT (SJ)
1/8"
3/4"
3/8"
TOP OF NEW
CONCRETE
PAVEMENTFORM OR SAW SEALANT
RESERVOIR AND FILL
WITH SPECIFIED
SEALANT
FORMED JOINT
CONSTRUCTION JOINT
SEALANT DETAIL8
8"
1 2"
8"
1 8" S
AG
11 4"
T/
FI
R
ST
C
U T
T=PAVEMENT THICKNESS
SEALANT
TOP PAVEMENT
8"Ø POLYETHYLENE
BACKER ROD (CONT)
CONTRACTION JOINT
SAW CUT AND SEAL DETAIL5
2"
4"
1"
2" MIN
TOP OF FINISHED
PAVEMENT
SILICONE JOINT SEALANT
1 14"Ø POLYETHYLENE
BACKER ROD
EXPANSION JOINT FILLER
MATERIAL (FULL DEPTH
OF PAVEMENT)
EXPANSION JOINT
SEALANT DETAIL11
1"
1"
TOP OF CONCRETE
PAVEMENT
JOINT SEALANT
RE: 11/1-C-502
4"Ø x 1'-8" SMOOTH
DOWELS @ 12" OC
CENTERED ON JOINT
MID-DEPTH OF SLAB
EXPANSION CAPS
(EACH DOWEL)
SET FOR 1"
MOVEMENT
USE EPOXY COATED
DOWELS
PRE-FORMED NON-EXTRUDING
EXPANSION JOINT FILLER
FULL DEPTH
DOWELED EXPANSION
JOINT (DEJ)
T
T = PAVEMENT THICKNESS
JOINT
CONSTRUCTION JOINT
RE:8/1-C-502
4"Ø x 1'-8" LONG SMOOTH
ROUND STEEL DOWELS @ 12"
OC MID-DEPTH SLAB, CENTER
ON JOINT, EPOXY COAT ON
PROJECTING HALF ONLY
DOWELED CONSTRUCTION
JOINT (DCJ)
T
T/ 4+
1"
CONCRETE PAVEMENT
SAWED JOINT
RE: 5/1-C-502
4"Ø x 1'-8" SMOOTH DOWEL
@ 12" OC, MID-DEPTH OF
SLAB, CENTER ON JOINT.
EPOXY COAT ON
PROJECTING HALF ONLY
ANTICIPATED
SHRINKAGE CRACK
T = CONCRETE PAVEMENT THICKNESS
DOWELED
CONTRACTION JOINT (DSJ)
T
T = PAVEMENT THICKNESS
JOINT
CONSTRUCTION JOINT
RE:8/1-C-502
CONSTRUCTION JOINT (CJ)
1"TOP OF CONCRETE
PAVEMENT JOINT SEALANT
RE: 11/1-C-502
PRE-FORMED NON-EXTRUDING
EXPANSION JOINT FILLER
FULL DEPTH
EXPANSION JOINT (EJ)
CONCRETE PAVEMENT
T
T = PAVEMENT THICKNESS
ANTICIPATED SHRINKAGE
CRACK
PAVEMENT
REINFORCING
CONTINUOUS
@ JOINT.SAWED JOINT
RE: 5/1-C-502
CONTINUOUSLY REINF
CONTRACTION JOINT (RSJ)
12 BOLLARD DETAIL13
USED IN PHASE 2 PV ARRAY 2
NOT U
SED
3' -6
6"
3' -0
FILL PIPE WITH CONCRETE
AND OVAL TOP
8" DIA EXTRA-STRONG STEEL PIPE
16" DIA BORED HOLE FILLED WITH
CONCRETE, 3000psi COMPRESSIVE
STRENGTH @ 28 DAYS
FINISHED
GRADE
PAINT PIPE YELLOW
SLOPE TOP OF CONCRETE
TO SHED WATER.
TEMP. FENCE DETAIL14
12'
6'
INLINE ANTI-CLIMB WELDED WIRE
FENCE OR APPROVED EQUAL.
NOTE: THIS IS JUST AN
EXAMPLE. CONTRACTOR TO
SELECT AN APPROPRIATE
TYPE TO BE APPROVED BY
OCAT/FAA.
26495
SEAN P.
McGRAW
09/30/2024
AutoCAD SHX Text 1-C-502
AutoCAD SHX Text 1-C-502
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
JOINT
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
JOINT
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
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NTS
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NTS
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MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
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FEDERAL AVIATION ADMINISTRATION
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30 SEPTEMBER 2024
AutoCAD SHX Text 405/840-2931 www.fsb-ae.com
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DESIGNED BY: JBR
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DRAWN BY: JBR
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WORK ORDER NO.
AutoCAD SHX Text 22-029334
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OFFICE OF
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ISSUED BY
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AMP-400
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AMP-400-E-
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DRAWING NO.
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DATE
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PREPARED BY
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FRANKFURT SHORT BRUZA
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REVIEWED BY
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REV
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DATE
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DEPARTMENT OF TRANSPORTATION
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5801 BROADWAY EXT., SUITE 500
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OKLAHOMA CITY, OKLAHOMA
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APPROVED BY
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DESCRIPTION
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OF
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SHEET NO.
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APP'D
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CHECK
AutoCAD SHX Text Work Request Construction No: DTFAAC-16-D-00033
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M. TURNER
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FACILITY MANAGEMENT
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MMAC PV ARRAY 2 - PHASE 1 - TYPE B
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SPM
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DESIGN CRITERIA:
GOVERNING BUILDING CODE: IBC 2018, ASCE 7-16
DESIGN LOADS:
DEAD LOADS:
ELECTRICAL EQUIPMENT..................................... ACTUAL WEIGHT OF MATERIALS PROVIDED
BY EQUIPMENT SUPPLIER
SNOW LOAD:
BASIC GROUND SNOW LOAD, (P g)....................... 10 PSF
WIND LOAD:
BASIC WIND SPEED................................................. 109 MPH
EXPOSURE CATEGORY........................................... C
TOPOGRAPHIC FACTOR, (Kzt)............................... 1.0
BUILDING ENCLOSURE CATEGORY....................... OPEN
SEISMIC DESIGN DATA:
SHORT PERIOD ACCELERATION, Ss ................... 0.342 g LONG PERIOD ACCELERATION, S1...................... 0.084 g
SOIL SITE CLASS ................................................... C
SITE COEFFICIENT, Fa .......................................... 1.3 SITE COEFFICIENT, Fv .......................................... 1.5 DESIGN SPECTRAL ACCELERATION, S DS .......... 0.297 g DESIGN SPECTRAL ACCELERATION, S D1 .......... 0.084 g
SEISMIC DESIGN CATEGORY .............................. B
MATERIAL DESIGN VALUES:
CONCRETE (MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS,
NORMAL WEIGHT, UNLESS NOTED OTHERWISE)
SLABS ON GRADE AND FOUNDATIONS...........
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