Attachment 3b-MMAC-BMB Type B-Final IFC Drawings-VOLUME 1-R1 pages 26thru45.pdf

U G

E U

G E

U G

E

U G

E U

G E

UGE

UGE UGE

U G

E U

G E

UGE

C C

C C C C C C CC C

C

C

C

UGE UGE UGE

UGE

SYMBOL DESCRIPTION DATE APPR

REVIEWED BY

DRAWN BY:

DESIGNED BY:

PLOT SCALE:

A

B

C

D

E

F

G

A

B

C

D

E

F

G

U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR 15 and 1520.

Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For

Information that is controlled under 49 CFR parts 15 and 1520, except with written permission of the

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DATE:

APPROVED BY:

OFFICE OF:

ISSUED BY

PROJECT MANAGER:

WORK REQUEST NO:

P R

IN

T D

A T

E

/2

/2

T

A \D ra w in g s \1

A -F

A A

B D

G

C -1 g ra .d g n

603001530

SHEET SIZE = 22"x 34"

GRAPHIC SCALE

OKC (405) 840-5032

800-522-OKIE (6543)

SYSTEM, INC.

ONE-CALL

OKLAHOMA

TULSA (918) 732-OKIE (6543)

TO ANY EXCAVATION.

CONTACT THESE NUMBERS PRIOR

OF ALL UNDERGROUND UTILITIES.

FOR INFORMATION ON THE LOCATION

THESE NUMBERS ARE TO BE USED

AS SHOWN

RENOVATION OF BMB-15 (BASE MAINTENANCE BUILDING)

6125 SW 68TH ST, OKLAHOMA CITY, OK

BASE MAINTENANCE BUILDING

MIKE MILLS, AMP-400 Approver

R. KENT

OF

TYPE B

R. SEAMAN

2014-004363

AMP-400

MANAGEMENT

FACILITY

December 20, 2019

FINAL TYPE B SUBMITTAL 382

RUSSELL J.

27316

KENT

SSIONA

L

E N G

IN

E

ER

AMOHALKO

L

IC

E N S E

D

PR

OFE

F

S

SS

S

SS

S S

SS SS SS

S S

C .O

C.O.

C .O

CP

CP

CP

F H

G V

GV

IC

V

ICV

IC

V

IC

V

IC

V

M B

S S

S S

S D

S D

S D

S D

P L

B

W V

W V

W V

W V

S D

S S

G

DENNING AVE.

S .W T

H S

T

EDDIE AVE.

W

FH

S .W T

H S

T

W

S S S SS S S S

S S

S S

S

S S

S S

S S

S

G GG

G

G G

G G

G

G

G G

W W

W W

W W

W

FO FO

F O

S S

S S

S S

S S

S S

S S

S S

SSSS

S S

S S

S S

S S

EDDIE AVE.

F H

F

W

W

W

W

W

S S S

S

SS SS SS SS SS SS SS SS

MHMH

G

G G G G

W

GV

W M

W

MH

T

MH MH

UGE

UGE UGE UGE UGE UGE UGE UGE UGE

U G

E U

G E

U G

E U

G E

U G

E

U G

E

UGE

UGE

UGE

UGE

UGE

UGE

U G

E

U G

E U

G E

U G

E U

G E

U G

E U

G E

UGE

U G

E U

G E

U G

E

SS SS

C C

C

U G

E U

G E

U G

E U

G E

G

SS

UGE

UGE

G

G G

S S

SS

S S S S S

UGE UGE UGEUGE UGE UGE UGE UGE

U G

E

C

SS

B D

G

BDG #267

B

D G

B D

G

BDG #241

S

S

C.O.

S

S S

SS

W

W

Bollard

No Parking Sign-

No Parking Sign-

& S.W. 67th Sign- Eddie

FF=1278.88

Do Not Enter Sign-

Sign- One Way

Sign- Yield

GATE

RAMP

FL = 1276.08

INLET STRUCTURE

6" PVC PIPE, TIE TO EXIST.

STA. 1+00, BEGIN CONST.

TG = 1278.00

FL = 1275.76

INLET BOX STRUCTURE

6" PVC PIPE, INSTALL

STA. 1+63, END CONST.

C-104

GRADING PLAN

C-505

C-505

BDG #15

BDG #28

FF=1278.90

PVT = PAVEMENT

TC = TOP OF CURB

G = GUTTER

GRADING NOTES:

10. ENSURE POSTIVE DRAINAGE FROM ALL ROOFDRAIN DOWNSPOUTS

ALL ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS OTHERWISE NOTED.9.

6” BELOW TOP OF SLAB/FINISHED FLOOR ELEVATION AND SLOPE AWAY AT 5% MINIMUM.

CONTRACTOR TO ENSURE LANDSCAPING/PLANTING AREAS ADJACENT TO BUILDING ARE8.

GEOTECHNICAL REPORT RECOMMENDATIONS.

ALL FILL TO BE PLACED SHALL BE IN ACCORDANCE WITH THE CURRENT APPLICABLE7.

PRIOR TO COMMENCING GRADING OPERATIONS.

REFER TO EROSION CONTROL PLAN FOR EROSION CONTROL DEVICES TO BE INSTALLED6.

IF ADA CRITERIA CANNOT BE MET AT ANY LOCATION.

DOORS SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY

LONGITUDE SLOPE OR 2% CROSS SLOPE. SIDEWALK ACCESS TO EXTERNAL BUILDING

DRIVEWAYS SHALL CONFIRM TO ADA STANDARDS. SLOPES SHALL NOT EXCEED 5%

GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING5.

NATURAL AND PAVED AREAS.

CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL4.

ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.

CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO3.

BEEN SHOWN FOR ADDITIONAL CLARITY.

CONTOURS HAVE 2

1WITH THE EXCEPTION OF THE AREA AROUND THE BUILDING WHERE

EXISTING AND PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS.2.

ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.1.

GRADING LEGEND

SW=1278.85'

EXISTING

MATCH

C-104

C-505

FL SW=1272.33 18" RCP

FL S=1272.23 18" RCP

FL E=1271.20 24" RCP

T/R=1275.26

FL=1360.61 18" RCP

T/G=1363.05

FL=1272.59 18" RCP

T/G=1274.92

FL SW=1269.73 24" RCP

FL W=1269.70 24" RCP

FL N=1269.60 24" RCP

T/G=1275.54

FL NE=1271.94 24" RCP

FL S=1271.99 18" RCP

T/G=1274.83

FL W=1275.09 18" RCP

T/G=1270.31

FL S=1269.50 24" RCP

FL E=1269.77 18" RCP

FL N=1269.36 24" RCP

T/R=1275.30

FL E=1264.97 36" RCP

FL N=1267.43 24" RCP

FL W=1267.41 18" CMP

FL S=1267.71 24" RCP

T/G=1274.40

FL W=1264.95 36" RCP

FL E=1264.96 36" RCP

T/G=1274.55

FL W=1264.75 36" RCP

FL E=1264.75 36" RCP

T/G=1274.44

FL S=1270.15 24" RCP

FL W=1270.32 18" RCP

FL N=1270.20 24" RCP

T/R=1276.40

FL S=1270.60 24" RCP

FL N=1270.98 18" RCP

T/G=1275.17

18" RCP

FL S=1359.95

T/G=1363.61

FL S=1275.84 6" PVC

FL E=1274.87 18" RCP

T/G=1277.37

PVT=1276.83

C-503

EL=1276.81

EL=1277.28

FL=1276.50

FL=1276.43

EL =1278.65

C-204

GRADING DETAIL

N.T.S

G=1277.18

TC=1277.68

(MATCH EXIST.)

G=1277.00

TC=1277.50

(MATCH EXIST.)

EL=1276.39

G=1276.48

TC=1276.98

G=1276.96

TC=1277.46

G=1276.77

TC=1277.27

G=1275.99

TC=1276.48

G=1276.19

TC=1276.69

G=1275.82

TC=1276.32

G=1275.78

TC=1276.28

G=1275.70

TC=1276.20

G=1275.66

TC=1276.16

EL=1275.72

EL=1275.66

EL=1276.25

G=1276.18

TC=1276.68

G=1276.16

TC=1276.66

G=1276.21

TC=1276.71

G=1276.33

TC=1276.83

EL =1278.20

EL =1278.02

EL =1277.84

EL =1278.02

DRAIN PIPE (REF. ARCHITECTURAL)

CONST. 6" PERFORATED

TOWARD DRAIN

GRADE AREA

(MATCH EXIST.)

EL = 1276.65

TR=1276.94

MATCH GRADE

MANHOLE TO

ADJUST EXIST.

FL = 1271.15

STUB INTO EX. 24" RCP

BEGIN CONST. 8" PVC PIPE

STA. 10+00.00

PVC PIPE

CONST. 8"

(REF. ARCH.)

OUTLET PIPE

CONST. 6" PVC

BOX TO MATCH GRADE

ADJUST EXIST. VALVE

MATCH GRADE TR=1276.85

LOWER EXIST. PULLBOX TO

TG = 1276.10

FL = 1271.70

GRADE AREA TO DRAIN TO INLET

CONST. INLET BOX STRUCTURE

END CONST. 8" PVC PIPE

STA. 11+04.25

PAD MAX. SLOPE = 0.5%

(FL = 1277.84)

YARD TO DRAIN

SCREEN WALL TO ALLOW

CUT 6" DIA. ORIFICE INTO

TRUNK)

OF 1277.25 AT

(MAINTAIN MIN. ELV

EXISITING TREE

DISTURBANCE AT

MINIMIZE GROUND

(CITY OF OKC STD)

HANDRAIL

CONST 10LF PIPE

(CITY OF OKC STD)

HANDRAIL

CONST 10LF PIPE

(CITY OF OKC STD)

W/ PCES

PVC CULVERT

CONST. 15 L.F. 8"

SYMBOL DESCRIPTION DATE APPR

REVIEWED BY

DRAWN BY:

DESIGNED BY:

PLOT SCALE:

A

B

C

D

E

F

G

A

B

C

D

E

F

G

U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR 15 and 1520.

Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For

Information that is controlled under 49 CFR parts 15 and 1520, except with written permission of the

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DATE:

APPROVED BY:

OFFICE OF:

ISSUED BY

PROJECT MANAGER:

WORK REQUEST NO:

P R

IN

T D

A T

E

/2

/2

T

A \D ra w in g s \1

A -F

A A

B D

G

C -1 jl p .d g n

603030

SHEET SIZE = 22"x 34"

GRAPHIC SCALE

OKC (405) 840-5032

800-522-OKIE (6543)

SYSTEM, INC.

ONE-CALL

OKLAHOMA

TULSA (918) 732-OKIE (6543)

TO ANY EXCAVATION.

CONTACT THESE NUMBERS PRIOR

OF ALL UNDERGROUND UTILITIES.

FOR INFORMATION ON THE LOCATION

THESE NUMBERS ARE TO BE USED

AS SHOWN

RENOVATION OF BMB-15 (BASE MAINTENANCE BUILDING)

6125 SW 68TH ST, OKLAHOMA CITY, OK

BASE MAINTENANCE BUILDING

MIKE MILLS, AMP-400 Approver

R. KENT

OF

TYPE B

R. SEAMAN

2014-004363

AMP-400

MANAGEMENT

FACILITY

December 20, 2019

FINAL TYPE B SUBMITTAL 382

RUSSELL J.

27316

KENT

SSIONA

L

E N G

IN

E

ER

AMOHALKO

L

IC

E N S E

D

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z R

R

S-1

S-1

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

ZZ

Z

ZZ

Z Z

Z

Z

ZR R

I I

I I

I I

I I

I I

I I

I I

I I

I I

I I

I I

I I

I I

I I

I I

I I

I I

I I

I I

I I

I I

I I

I I

I I

I I

I I

I I

I I

I I

I

I I

I I

R

R

S-2

RRRR R

RR

R R

R

R

RRRR

RRRR

RRRR

CP

M B

S .W T

H S

T

EDDIE AVE.

FO FO

F O

EDDIE AVE.

B D

G

B D

G

BDG #241

No Parking Sign-

No Parking Sign-

FF=1278.88

RAMP

C-105

R

S-1

P.C. CONCRETE JOINT LEGEND

THICKENED EDGE ABUTTING EXIST A.C. PVMT

EJ

SIDEWALK JOINT LEGEND

Z Z Z

E

CONTRACTION JOINT (DUMMY)

THICKENED EDGE

DUMMY CONTRACTION JOINT

LONGITUDINAL CONSTRUCTION JOINT (TIED)

EXPANSION JOINT

E

LONGITUDINAL CONTRACTION JOINT (DOWELED)

(DO NOT ALLOW BARS TO CROSS JOINTS)

(PANEL SHALL HAVE #4 BARS @ 16" EA. WAY)

REINFORCED PANEL

Z Z Z

MAXIMUM SPACING FOR CONTRACTION JOINTS SHALL BE NO MORE THAN 6.00.'

TRANSVERSE CONSTRUCTION JOINT (TIED)

EXPANSION JOINT (PLAIN)

I I I I I

MAXIMUM SPACING BETWEEN SIDEWALK EXPANSION JOINTS SHALL BE NO MORE THAN 50'.

THICKENED EDGE ABUTTING THICKENED EDGE S-2

EEEXPANSION JOINT (PLAIN)

l l l l

JOINT LAYOUT NOTES:

BDG #15

JOINT LAYOUT SHEET

020 10 20 40

R

R

A MAXIMUM OF 75' SPACING.

EXPANSION JOINTS TO BE CUT INTO SIDEWALKS AT 2.

JOINT SPACING TO MATCH SIDEWALK WIDTH (MAX. 7 FT).1.

3. DOWELS SHALL BE MINIMUM 12" FROM EDGE OF PANEL.

JOINT MATERIAL ALL AROUND PROTRUSION.

AND HAVE 3/4" NON EXTRUDING OR PREFORMED EXPANSION

BOLLARD, FIRE HYDRANT, ETC.) SHALL BE REINFORCED

ANY ITEM PROTRUDING INTO IT (DRAINAGE STRUCTURE,

2. ALL NON -RECTANGULAR SLABS AND ANY SLAB WITH

1. MAXIMUM JOINT PANEL SPACING SHALL BE 15'.

SIDEWALK JOINT LAYOUT NOTES:

P C

S V

A R

IE

S V

A R

IE

S

S

P A

C E

S

.7

.6

10.5' 10.5' 12' 12' 10.5' 10.5'

RR

12 SPCS @ 6'= 72'

4 SPC @ 9.225' = 36.9'

S

P C .5

E

U G

E

UGE

C

SS SS SS SS SS

.O

C.O.

C .O

F H

S S

S D

P L

B

14"

24"

Concrete

E le c ti c O u tl e t

Concrete

C o n c re te

Concrete

A s p h a lt P a v in g

R a m p

R a m p

Concrete

C o n c re te

Concrete

C o n c re te

S p a c e s

S p a c e s

S p a c e s

Grass

G ra s s

Grass

Grass

Grass

Grass

Grass

Grass

Paving Asphalt

FF=1262.72

FF=1278.70

Generator

Drain=1279.27 FL Roof

FF=1278.77

S p a c e s

Gas Connect

FF=1278.70

Bed Rock

Bed Rock

12" PVC

FL Drain=1280.30

FL Drain=1280.24

Water Spigot

S S

S

S S

G G

G

W W

F F

S S

S S

S S

S S

S S

SS

FF=1278.76

FF=1278.78

A s p h a lt

P a v in g

FL S=1272.27 8" Steel FL W=1272.24 12" Steel

FL E=1272.25 18" CMP

FL N=1272.25 12" Steel T/R=1278.28

FF=1278.89

FF=1279.06

FF=1278.89

FF=1278.90

FF=1278.89

FF=1278.85

Roof Drain

FF=1278.84

FF=1278.86

FF=1278.84

Drain=1278.83 FL Roof

2 Spaces Parking Motorcycle

Pipe Size or Type Could not Verify

FL SW=1272.92

FL E=1271.63

FL N=1271.56

T/R=1277.46

W

W18"

U G

E

U G

E U

G E

U G

E

U G

E

UGE

U G

E

SS SS

UGE

UGE

S

S

C.O.

S

S S

FL S=1273.67 12" Steel T/R=1276.00 2 Grates

SS SS

W

W

GATE

RAMP

(#28)

STORAGE

MATERIAL

FL = 1274.84

E =2081158.0555 N = 143938.0556

LINE "B", CONNECT

6" SAN. SEWER SERVICE

STA. 3+00, BEGIN CONST.

EX. FL SW = 1272.92

EX. FL E = 1271.63

FL N = 1272.13

T/R = 1277.46 E =2081157.6900 N = 143842.3932

STUB INTO EXIST. MANHOLE

6" SAN. SEWER SERVICE LINE "B"

STA. 3+95, END CONST.

FL S = 1272.49

EX. FL W = 1271.49

EX. FL E = 1271.46

T/R = 1278.74 E =2081135.3356 N = 144296.1005

SANITARY SEWER MANHOLE

6" SAN. SEWER SERVICE LINE "A", INSTALL

STA. 0+00.00 BEGIN CONST.

FL = 1174.66

E =2081135.4151 N = 144086.3791

STA. 2+09.72

FL = 1274.84

E =2081121.8846 N = 144096.8646

CONNECT TO BDG

6" SAN. SEWER SERVICE LINE "A"

STA. 2+24.64, END CONST.

UNDER EXIST. WALL

BORE SAN SEWER LINE

A

B

C

D

E

F

G

A

B

C

D

E

F

G

P R

IN

T D

A T

E

/2

/2

T

A \D ra w in g s \1

A -F

A A

B D

G

C -1 p n p .d g n

OKC (405) 840-5032

800-522-OKIE (6543)

SYSTEM, INC.

ONE-CALL

OKLAHOMA

TULSA (918) 732-OKIE (6543)

TO ANY EXCAVATION.

CONTACT THESE NUMBERS PRIOR

OF ALL UNDERGROUND UTILITIES.

FOR INFORMATION ON THE LOCATION

THESE NUMBERS ARE TO BE USED

SYMBOL DESCRIPTION DATE APPR

REVIEWED BY

DRAWN BY:

DESIGNED BY:

PLOT SCALE:

U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR 15 and 1520.

Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For

Information that is controlled under 49 CFR parts 15 and 1520, except with written permission of the

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DATE:

APPROVED BY:

OFFICE OF:

ISSUED BY

PROJECT MANAGER:

WORK REQUEST NO:

AS SHOWN

RENOVATION OF BMB-15 (BASE MAINTENANCE BUILDING)

6125 SW 68TH ST, OKLAHOMA CITY, OK

BASE MAINTENANCE BUILDING

MIKE MILLS, AMP-400 Approver

R. KENT

OF

TYPE B

R. SEAMAN

2014-004363

AMP-400

MANAGEMENT

FACILITY

SHEET SIZE = 22"x 34"

GRAPHIC SCALE

20 401020

December 20, 2019

FINAL TYPE B SUBMITTAL

RUSSELL J.

27316

KENT

SSIONA

L

E N G

IN

E

ER

AMOHALKO

L

IC

E N S E

D

PR

OFE

F L I

N

.0

.6

F L

.8

.8

.2

.5

F L

.2

F L

.5

224.64 L

.F. 6" SAN. SEWER SERVICE LINE @ 1.2

3%

F L

.6

.7

7+00

L

L

BDG #15

BDG #15

4+00 5+00 6+00

BDG #15

12681268 1266

1284 1284 1284

SAN SEWER SERVICE LINE "B"

8+00

(APPROX.)

FF = 1278.78

E =2081103.2590

N = 144044.6695

C-106

F L

.8

A P

P R

O X

T

IE

T

O E

X

IS

T

B D

G

C O

N N

E C

T

IO

N

S

A N S

E W

E R S

E R

V

IC

E L

IN

E

B

S T

A

B E

G

IN

C

O N

S T

F L N

.3

A P

P R

O X

S T

U B I

N T

O E

X

IS

T

M A

N H

O L E

S

A N S

E W

E R S

E R

V

IC

E L

IN

E

B

S T

A E

N D C

O N

S T

BDG #15

F L S

.4

E X F

L W

.4

E X F

L E

.4

T /R

.7

S A

N

IT

A R

Y S

E W

E R M

A N

H O

L E

S

A N S

E W

E R S

E R

V

IC

E L

IN

E

A I

N S

T A

L L

S T

A .0

B E

G

IN

C

O N

S T

F L

.8

C O

N N

E C

T T

O B

D G

S

A N S

E W

E R S

E R

V

IC

E L

IN

E

A

S T

A .6

E

N D C

O N

S T

SAN SEWER SERVICE LINE "A"

C-504 REPAIR

135 S.Y. PVMT.

PLAN & PROFILE

SANITARY SEWER

@ C CONSTRUCTION

EXIST. GRADE

@ C CONSTRUCTION

EXIST. GRADE

95.00 L.F. 6" SAN. SEWER SERVICE LINE "B" @ -1.78%

6"

6"

STORM WATER MANAGEMENT PLAN

EROSION AND SEDIMENT CONTROLSSITE DESCRIPTION

PROJECT LIMITS:

PROJECT DESCRIPTION:

SUGGESTED SEQUENCE OF EROSION CONTROL ACTIVITIES:

SOIL TYPE:

(FOR CONTRACTOR USE)

OFFSITE AREA TO BE DISTURBED:

OF CENTER OF PROJECT:

LATITUDE & LONGITUDE

NAME OF RECEIVING WATERS:

SENSITIVE WATERS OR WATERSHEDS: YES

YES

NO

NO

IN ADDITION:

BE NOTED:

THE FOLLOWING SECTIONS OF THE 2009 ODOT STANDARD SPECIFICATIONS SHOULD

GENERAL NOTES:

HAZARDOUS MATERIALS:

WASTE MATERIALS:

FOLLOWING:

THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THESOIL STABILIZATION PRACTICES:

STRUCTURAL PRACTICES:

MAINTENANCE AND INSPECTION:

OFFSITE VEHICLE TRACKING:

NOTES:

EXCESS DIRT ON ROAD REMOVED DAILY

LOADED HAUL TRUCKS TO BE COVERED WITH TARPAULIN

HAUL ROADS DAMPENED FOR DUST CONTROL

TEMPORARY STREAM CROSSINGS

SANDBAG BERMS

TEMPORARY BRUSH SEDIMENT BARRIERS

INLET SEDIMENT FILTER

RIP RAP

TEMPORARY SEDIMENT REMOVAL

TEMPORARY SEDIMENT FILTERS

TEMPORARY SEDIMENT TRAPS

TEMPORARY SEDIMENT BASINS

TEMPORARY DIVERSION CHANNELS

PAVED DITCH W/ DITCH LINER PROTECTION

TEMPORARY SLOPE DRAIN

ROCK FILTER DAMS

DIVERSION, INTERCEPTOR OR PERIMETER SWALES

DIVERSION, INTERCEPTOR OR PERIMETER DIKES

TEMPORARY FIBER LOG

TEMPORARY SILT DIKES

TEMPORARY SILT FENCE

STABILIZED CONSTRUCTION EXIT

OR AS DIRECTED BY THE ENGINEER.

FOR OVER 14 DAYS. METHODS USED WILL BE AS SHOWN ON PLANS,

ALL DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES HAVE CEASED

NOTE: TEMPORARY EROSION CONTROL METHODS MUST BE USED ON

PRESERVATION OF EXISTING VEGETATION

SOIL RETENTION BLANKET

VEGETATIVE MULCHING

PERMANENT SODDING, SPRIGGING OR SEEDING

TEMPORARY SEEDING

NOYES

NO

LOCATED IN A TMDL:

LAKE THUNDERBIRD TMDL:

PROJECT WILL DISCHARGE TO:

IF YES, LIST IMPAIRMENT:

YES NOMS4 ENTITY

IF YES, LOCATION:

(d)303 IMPAIRED WATERS:

CONSTRUCTION SITE:

TOTAL AREA OF THE

COEFFICIENT OF THE SITE:

POST-CONSTRUCTION RUNOFF

ESTIMATED AREA TO BE DISTURBED:

PRE-CONSTRUCTION:

TOTAL IMPERVIOUS AREA

POST-CONSTRUCTION:

TOTAL IMPERVIOUS AREA

X

X

X

X

X

X

X

TEMPORARY SEDIMENT CONTROL

STORM WATER POLLUTION PREVENTION AND CONTROL

MANAGEMENT OF EROSION, SEDIMENTATION AND

STORM WATER MANAGEMENT

LAWS, RULES AND REGULATIONS TO BE OBSERVED

STORAGE AND HANDLING OF MATERIAL

ENVIRONMENTAL PROTECTION

CONTRACTOR'S RESPONSIBILITY FOR WORK

FINAL CLEANING UP

BONDING REQUIREMENTS

107.20

107.01

106.08

104.13

104.12

104.10

103.05

X

X

DIVISION, SEPTEMBER 13, 2017.

THE STATE OF OKLAHOMA." ODEQ, WATER QUALITY

DISCHARGES FROM CONSTRUCTION ACTIVITIES WITHIN

"ODEQ GENERAL PERMIT (OKR10) FOR STORM WATER

INSTALLATION OF EROSION CONTROL MEASURES.

A LOG OF THE DATES OF MAJOR SOIL DISTURBANCE ACTIVITIES, AND ALSO THE DATES OF

THEIR EFFECTIVENESS AS APPROVED BY THE ENGINEER. THE CONTRACTOR WILL MAINTAIN

CHOOSE TO MODIFY THE TYPE OR ARRANGEMENT OF SPECIFIED PRACTICES TO IMPROVE

(AT LEAST 70%) HAS BEEN ATTAINED. AS SITE CONDITIONS WARRANT, THE CONTRACTOR MAY

REPLACE SALVAGED TOPSOIL AND DEVICES WHEN AN ACCEPTABLE VEGETATIVE COVER

OPERATIONS AS PRACTICAL. IF DIRECTED BY THE ENGINEER, PLANT TEMPORARY SEEDING.

INSTALL, MAINTAIN AND/OR MOVE TEMPORARY SEDIMENT ITEMS WITH CONSTRUCTION

GRUB ONLY IN NECESSARY AREAS, PRESERVING AS MUCH NATIVE VEGETATION AS POSSIBLE.

SEDIMENT CONTROLS SPECIFIED. STRIP, STOCKPILE AND STABILIZE TOPSOIL. CLEAR AND

SOIL DISTURBING ACTIVITIES, THE CONTRACTOR WILL INSTALL ALL PERIMETER TEMPORARY

PRIOR TO INITIATING

0.50 AC.

X

NEED TO BE INSPECTED.

ENTRANCES AND EXITS ALONG WITH EROSION AND SEDIMENT CONTROL LOCATIONS ARE EXAMPLES OF SITES THAT

POTENTIALLY ERODIBLE AREAS, DRAINAGEWAYS, MATERIAL STORAGE, STRUCTURAL DEVICES, CONSTRUCTION

ANY STORM EVENT GREATER THAN 0.5 INCH AS RECORDED BY A NON-FREEZING RAIN GAUGE TO BE LOCATED ON SITE.

AND ANY NECESSARY REPAIRS SHALL BE PERFORMED ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER

OF CONSTRUCTION UNTIL AN ACCEPTABLE VEGETATIVE COVER IS ESTABLISHED. INSPECTION BY THE CONTRACTOR

ALL EROSION AND SEDIMENT CONTROLS WILL BE MAINTAINED IN GOOD WORKING ORDER FROM THE BEGINNING

COMPOUNDS AND CONTAMINATED SOILS.

BUT ARE NOT LIMITED TO: PAINTS, ACIDS, CLEANING SOLVENTS, CHEMICAL ADDITIVES, CONCRETE CURING

ENSURE CORRECT HANDLING, DISPOSAL, SPILL PREVENTION AND CLEANUP MEASURES. EXAMPLES INCLUDE

RESPONSIBLE FOR FOLLOWING MANUFACTURER'S RECOMMENDATIONS, STATE AND FEDERAL REGULATIONS TO

PROPER MANAGEMENT AND DISPOSAL OF HAZARDOUS WASTE MATERIALS IS REQUIRED. THE CONTRACTOR IS

PRACTICES FOR CONTROLLING STORM WATER POLLUTION.

INTERCEPTION OF THESE POLLUTANTS BEFORE LEAVING THE CONSTRUCTION SITE ARE THE BEST

PROCESS. THE PREVENTION OF SOIL EROSION, CONTAINMENT OF HAZARDOUS MATERIALS AND/OR THE

POLLUTION DUE TO EXPOSED SOILS AND THE PRESENCE OF HAZARDOUS MATERIALS USED IN THE CONSTRUCTION

POLLUTANTS IN STORM WATER DISCHARGES. RUNOFF FROM CONSTRUCTION SITES HAS A POTENTIAL FOR

PLANTS, ETC. THE BASIC GOAL OF STORM WATER MANAGEMENT IS TO IMPROVE WATER QUALITY BY REDUCING

MUST BE DOCUMENTED IN THE SWPPP, I.E., BORROW PITS, WORK ROADS, DISPOSAL SITES, ASPHALT/CONCRETE

THE PROGRESSION OF THE PROJECT. ALL CONTRACTOR OFF-SITE OPERATIONS ASSOCIATED WITH THE PROJECT

ENVIRONMENTAL QUALITY (ODEQ). THE PLAN MUST BE KEPT CURRENT WITH UP-TO-DATE AMENDMENTS DURING

INTENT (NOI) FORM AND PERMIT CERTIFICATE THAT HAVE BEEN FILED WITH THE OKLAHOMA DEPARTMENT OF

CONFIRMED IN THE PRE-WORK MEETINGS AND AVAILABLE ON THE JOB SITE ALONG WITH COPIES OF THE NOTICE OF

DISCHARGE ELIMINATION SYSTEM (OPDES) REGULATIONS. THIS PLAN IS INITIATED DURING THE DESIGN PHASE, A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS REQUIRED TO COMPLY WITH THE OKLAHOMA POLLUTION

COW CREEK

X

X

X

0.86

ENTEROCOCCUS AND ESCHERICHIA COLI

TURBIDITY, DISSOLVED OXYGEN, pH, SELENIUM, OKLAHOMA CITY MANAGEMENT PLAN

STORM WATER

SITE IMPROVEMENTS TO INCLUDE: PAVEMENT, SIDEWALK, UTILITY CONNECTIONS AND GRADING.

RENOVATION OF EXISTING BASE MAINTENANCE BUILDING #15.

OF S. EDDIE AVE. AND S.W. 68th ST. INTERSECTION.

FAA BDG MAINTENANCE #15, FAA MMAC, OKLAHOMA CITY. NORTHEAST

CONTROLS AND PRACTICES SHALL MEET THE REQUIREMENTS OF ALL FEDERAL, STATE AND LOCAL AGENCIES.

PROCESS. PRACTICES INCLUDE DISPOSAL, PROPER MATERIALS HANDLING, SPILL PREVENTION AND CLEANUP MEASURES.

MATERIALS INCLUDE STOCKPILES, SURPLUS, DEBRIS AND ALL OTHER BY-PRODUCTS FROM THE CONSTRUCTION

PROPER MANAGEMENT AND DISPOSAL OF CONSTRUCTION WASTE MATERIAL IS REQUIRED BY THE CONTRACTOR.

LAT: N 35 23' 38" LONG: W 97 37' 18"

SILTY CLAY LOAM

2. 57 A.C.

1.61 A.C.

1.36 A.C.

2.1 A.C.

SYMBOL DESCRIPTION DATE APPR

REVIEWED BY

DRAWN BY:

DESIGNED BY:

PLOT SCALE:

A

B

C

D

E

F

G

A

B

C

D

E

F

G

U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR 15 and 1520.

Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For

Information that is controlled under 49 CFR parts 15 and 1520, except with written permission of the

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DATE:

APPROVED BY:

OFFICE OF:

ISSUED BY

PROJECT MANAGER:

WORK REQUEST NO:

P R

IN

T D

A T

E

/2

/2

T

A \D ra w in g s \1

A -F

A A

B D

G

C -1 s m p .d g n

AS SHOWN

RENOVATION OF BMB-15 (BASE MAINTENANCE BUILDING)

6125 SW 68TH ST, OKLAHOMA CITY, OK

BASE MAINTENANCE BUILDING

MIKE MILLS, AMP-400 Approver

R. KENT

OF

TYPE B

R. SEAMAN

2014-004363

AMP-400

MANAGEMENT

FACILITY

December 20, 2019

FINAL TYPE B SUBMITTAL 382

RUSSELL J.

27316

KENT

SSIONA

L

E N G

IN

E

ER

AMOHALKO

L

IC

E N S E

D

PR

C-107

E U

G E

U G

E

U G

E U

G E

UGE

UGE UGE

U G

E U

G E

UGE

C C

C C C C C C CC C

C

C

C

UGE UGE UGE

UGE

SYMBOL DESCRIPTION DATE APPR

REVIEWED BY

DRAWN BY:

DESIGNED BY:

PLOT SCALE:

A

B

C

D

E

F

G

A

B

C

D

E

F

G

U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR 15 and 1520.

Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For

Information that is controlled under 49 CFR parts 15 and 1520, except with written permission of the

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DATE:

APPROVED BY:

OFFICE OF:

ISSUED BY

PROJECT MANAGER:

WORK REQUEST NO:

P R

IN

T D

A T

E

/2

/2

T

A \D ra w in g s \1

A -F

A A

B D

G

C -1 e ro .d g n

603001530

SHEET SIZE = 22"x 34"

GRAPHIC SCALE

OKC (405) 840-5032

800-522-OKIE (6543)

SYSTEM, INC.

ONE-CALL

OKLAHOMA

TULSA (918) 732-OKIE (6543)

TO ANY EXCAVATION.

CONTACT THESE NUMBERS PRIOR

OF ALL UNDERGROUND UTILITIES.

FOR INFORMATION ON THE LOCATION

THESE NUMBERS ARE TO BE USED

AS SHOWN

RENOVATION OF BMB-15 (BASE MAINTENANCE BUILDING)

6125 SW 68TH ST, OKLAHOMA CITY, OK

BASE MAINTENANCE BUILDING

MIKE MILLS, AMP-400 Approver

R. KENT

OF

TYPE B

R. SEAMAN

2014-004363

AMP-400

MANAGEMENT

FACILITY

December 20, 2019

FINAL TYPE B SUBMITTAL 382

RUSSELL J.

27316

KENT

SSIONA

L

E N G

IN

E

ER

AMOHALKO

L

IC

E N S E

D

SS

S

SS

S S

SS SS SS

S S

C .O

C.O.

C .O

CP

CP

CP

F H

G V

GV

IC

V

ICV

IC

V

IC

V

IC

V

M B

S S

S S

S D

S D

S D

S D

P L

B

W V

W V

W V

W V

W V

S D

S S

G

DENNING AVE.

S .W T

H S

T

24"

14"

24"

36"

6"

6" 6" 6"

Concrete

Gas Manhole

E le c ti c O u tl e t

Concrete

A s p h a lt P a v in g

Concrete

C o n c re te

C o n c re te

Concrete

C o n c re te

Concrete

C o n c re te

C o n c re te

Concrete

A s p h a lt P a v in g

A s p h a lt P a v in g A s p h a lt P a v in g

A s p h a lt P a v in g

Asphalt Paving

A s p h a lt P a v in g

A s p h a lt P a v in g

C o n c re te

C o n c re te

R a m p

R a m p

R a m p

R a m p

ConcreteC o n c re te

A s p h a lt P a v in g

Concrete

C o n c re te

C o n c re te

C o n c re te

Concrete

Concrete

Asphalt Paving

Concrete

Concrete Concrete 28 Spaces

C o n c re te

S p a c e s

S p a c e s

S p a c e s

S p a c e s

S p a c e s

S p a c e s

S p a c e s

S p a c e s

Concrete

R a m p

Concrete

C o n c re te

R o c k B e d

Grass

Grass

G ra s s

Grass

Grass

Grass

Grass Grass

Grass

Grass Grass

Grass

Grass

Grass

Grass

Grass

Grass

Grass

Grass

Paving Asphalt

C o n c

C o n c

C o n c

FF=1278.78

No Parking Sign-

Fire Connect

FF=1278.80

Transformer

1 Garage Door Man Door and Concrete Pit W/1

FF=1278.79

Bollard

EDDIE AVE.

Stairs

Drain Roof

FF=1262.72

FF=1278.70

Bollards

Generator

Drain=1279.27 FL Roof

Comm Box

FF=1278.77

GV's

No Parking Sign-

No Parking Sign-

VAULT

W

FH

S .W T

H S

T

FL SW=1272.33 18" RCP

FL S=1272.23 18" RCP

FL E=1271.20 24" RCP

T/R=1275.26

FL=1272.59 18" RCP

T/G=1274.92

Ramp Concrete

S p a c e s

Sign- SW 68th St.

Gas Connect

FF=1278.70

Bed Rock

Bed Rock

12" PVC

FL Drain=1280.30

FL Drain=1280.24

Water Spigot

FL W=1275.09 18" RCP

T/G=1270.31

FL S=1269.50 24" RCP

FL E=1269.77 18" RCP

FL N=1269.36 24" RCP

T/R=1275.30

Bed Rock

Sign-SW 68th Street

FL SW=1269.73 24" RCP

FL W=1269.70 24" RCP

FL N=1269.60 24" RCP

T/G=1275.54

FL N=1272.19 18" RCP

T/G=1274.63

FL NE=1271.94 24" RCP

FL S=1271.99 18" RCP

T/G=1274.83

VAULT

W

FL W=1264.75 36" RCP

FL E=1264.75 36" RCP

T/G=1274.44

FL W=1264.95 36" RCP

FL E=1264.96 36" RCP

T/G=1274.55

FL E=1264.97 36" RCP

FL N=1267.43 24" RCP

FL W=1267.41 18" CMP

FL S=1267.71 24" RCP

T/G=1274.40

Sign-Janitorial Service

Sign-Base MaintenanceFL S=1270.15 24" RCP

FL W=1270.32 18" RCP

FL N=1270.20 24" RCP

T/R=1276.40

FL S=1270.60 24" RCP

FL N=1270.98 18" RCP

T/G=1275.17

18" RCP

FL S=1359.95

T/G=1363.61

FL S=1275.84 6" PVC

FL E=1274.87 18" RCP

T/G=1277.37

S S S SS S S S

S S

S S

S

S S

S S

S S

S

G GG

G

G G

G G

G

G

G G

W W

W W

W W

W

F F

FO FO

F O

S S

S S

S S

S S

S S

S S

S S

SSSS

S S

S S

S S

S S

SS

EDDIE AVE.

FF=1278.76

FF=1278.78

A s p h a lt

P a v in g

FL S=1272.27 8" Steel FL W=1272.24 12" Steel

FL E=1272.25 18" CMP

FL N=1272.25 12" Steel T/R=1278.28

FF=1278.89

FF=1279.06

FF=1278.89

FF=1278.90

FF=1278.89

FF=1278.85

Roof Drain

FF=1278.84

FF=1278.86

FF=1278.84

Drain=1278.83 FL Roof

2 Spaces Parking Motorcycle

3 Spaces 10 Spaces

No Parking Sign-

Pipe Size or Type Could not Verify

FL W=1272.02

FL W=1273.68

FL E=1272.00

T/R=1278.52

Pipe Size or Type Could not Verify

FL W=1270.19

FL N=1270.14

T/R=1277.46

FL=1360.61 18" RCP

T/G=1363.05

Pipe Size or Type Could not Verify

FL SW=1272.92

FL E=1271.63

FL N=1271.56

T/R=1277.46

F H

F

F

W

W

W

W

W

S S S

S

SS SS SS SS SS SS SS SS

MHMH

G

G G G G

W

GV

W M

W

18"

E

E

MH MH

UGE

UGE UGE UGE UGE UGE UGE UGE UGE

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E

U G

E

UGE

UGE

UGE

UGE

UGE

UGE

U G

E

U G

E U

G E

U G

E U

G E

U G

E U

G E

UGE

U G

E U

G E

U G

E

SS SS

C C

C

U G

E U

G E

U G

E U

G E

G

SS

UGE

UGE

G

G G

S S

SS

S S S S S

UGE UGE UGEUGE UGE UGE UGE UGE

U G

E

C

SS

B D

G

BDG #267

B

D G

B D

G

BDG #241

S

S

C.O.

S

S S

FL S=1273.67 12" Steel T/R=1276.00 2 Grates

SS

W

W

Bollard

No Parking Sign-

No Parking Sign-

& S.W. 67th Sign- Eddie

FF=1278.88

Do Not Enter Sign-

Sign- One Way

Sign- Yield

GATE

RAMP

EROSION CONTROL LEGEND

Z

C-108

EROSION CONTROL PLAN

BDG #28

BDG #15

Z

Z

Z

Z

Z

Z Z

Z Z

Z Z

Z Z

Z Z

Z

Z

Z Z Z Z

Z

Z Z

Z

Z Z

ZZ

Z Z Z Z

CONC. WASHOUT

INLET BARRIER

TEMP. ROCK BAG

TEMP. SILT FENCE

INLET BARRIER

ROCK BAG

INSTALL TEMP.

BAG INLET BARRIER

INSTALL TEMP. ROCK

SILT FENCE

INSTALL TEMP.

(TYP.)

SILT FENCE

INSTALL TEMP.

(CONFIRM LOCATION WITH FAA).

ASSUMED CONCRETE WASHOUT LOCATION

C-507

C-507

C-507

C-507

C-508

N.T.S.

N.T.S. N.T.S.

DOWEL BASKET DETAILS 2

JOINT SEALANT DETAILS

PAVING JOINT DETAILS 1

EXIST

UNDERLYING MATERIAL

(ABUTTING EXISTING A.C. PAVEMENT)

Tx1.25

T /2 -1 /2

REINFORCED PANEL

TYPE (S-1) THICKENED EDGE

TO A NEAT LINE

SAW CUT EXISTING MATERIALS

IN.

THICKNESS

PAVEMENT

DOWEL DIAMETER

AND TYPEIN.

SPACING

DOWEL

MAXIMUM

IN.

LENGTH

DOWEL

MINIMUM

DOWEL DATA CHART

1 - IN. DOWEL

12"

12"16"8" TO 11.5"

8" 16"

GENERAL NOTES

1. WHEN DOWELING INTO EXISTING PAVEMENT, DOWEL SHALL BE AT

2. ALL JOINT SEALING MATERIALS AND METHODS SHALL BE APPROVED

CENTER OF THINNEST CONCRETE SECTION.

PRIOR TO USAGE.

- IN. DOWEL4

BE USED.

MANUFACTURE RECOMMENDED RESERVOIR DIMENSIONS SHALL

ABOVE SEALANT RESERVOIR DIMENSIONS ARE APPROXIMATE.

NOTE:

STAKE

# 4 GA. WIRE

#3/0 GA. WIRE

DOWEL BASKET FOR EXPANSION JOINT

STAKE

DOWEL

#3/0 GA. WIRE

4 #7 GA. WIRE

DOWEL BASKET FOR CONTRACTION JOINT

TYPE (E) EXPANSION JOINT - PLAIN

MATERIAL (ASTM 1751)

EXPANSION JOINT

SEE CHART THIS SHEET

FOR DOWEL BAR SIZE

5'-0" MIN. 5'-0" MIN.

THICKENED EDGE THICKENED EDGE

TYPE (S-2) THICKENED EDGE

(THICKENED EDGE ABUTTING THICKENED EDGE)

FOR CORRECT SIZE

SEE DOWEL CHART

NON-EXTRUDING

1"

T /2

T

T

(TRANSVERSE OR LONGITUDINAL)

DUMMY CONTRACTION JOINT

3"

3/4"

T

T

NEW CONCRETE PAVEMENT

BITUMINOUS

EXISTING

T x .2

5 T

3/4"

#4 @ 16" E.W.

SEE CHART THIS SHEET

FOR DOWEL BAR SIZE

FILLER

BOND

BREAKER

3/4"

/4

/4

(EXPANSION JOINT)

JOINT SEALANT DETAIL No 3

OR COMAPTIBLE

(ASTM 5893)

JOINT SEALANT

SILICONE

PAVEMENT

NEW RIGID

BIT. PAVEMENT

EXISTING

3/8"

/8

(CONSTRUCTION JOINT)

JOINT SEALANT DETAIL No 4

OR COMAPTIBLE

(ASTM 5893)

JOINT SEALANT

SILICONE

T /3

M

IN

/8

/2

3/8"

1/8" NOM.

ROD

1/2" BACKER

/4

(CONTRACTION JOINT)

JOINT SEALANT DETAIL No 1

OR COMAPTIBLE

(ASTM 5893)

JOINT SEALANT

SILICONE

ROD

1/2 " BACKER

3/8"

/8

/2

M

IN

/4

(CONSTRUCTION JOINT)

JOINT SEALANT DETAIL No 2

OR COMAPTIBLE

(ASTM 5893)

JOINT SEALANT

SILICONE

BUTT JOINT

3/4" +/- 1/8" SEE CHART FOR SIZE.

ONE END OILED.

EPOXY COATED W/

TRANSVERSE DOWEL,

(CONSTRUCTION JOINT)

LONGITUDINAL-DOWELED

T

BUTT JOINT

#5 DEFORMED BARS 30" LONG @ 18"C/C

3/4" +/- 1/8"

T

SEE CHART THIS SHEET

FOR DOWEL BAR SIZE

SEE CHART FOR SIZE

ONE END OILED.

EPOXY COATED W/

TRANSVERSE DOWEL,

T

TYPE (E) EXPANSION JOINT - DOWELED

DETAIL 4

SEE JOINT SEALANT

FOR THICKNESS

SEE TYPICAL SECTION

EDGE

THICKENED

5'-0"

DETAIL 1

SEE JOINT SEALANT

T/2

(CONTRACTION JOINT)

LONGITUDINAL - DOWELED

DETAIL 2

SEE JOINT SEALANT 1/2" +/- 1/8"

T/2

/8

(CONSTRUCTION JOINT)

LONGITUDINAL-TIED

1/2" +/- 1/8"

DETAIL 2

SEE JOINT SEALANT

/8

" DETAIL 1

SEE JOINT SEALANT

DETAIL 3

SEE JOINT SEALANT

DETAIL 3

SEE JOINT SEALANT

THRU PAVEMENT

OTHER STRUCTURE PROJECTING

BUILDING,MANHOLE OR

PAVEMENT OR

SLIP FIT

EXPANSION CAP,

THIS END OILED

EPOXY COATED W/DETAIL 3

SEE JOINT SEALANT

T/2

PAVING JOINT DETAILS

C-501

C-501 C-501

C-501

SYMBOL DESCRIPTION DATE APPR

REVIEWED BY

DRAWN BY:

DESIGNED BY:

PLOT SCALE:

A

B

C

D

E

F

G

A

B

C

D

E

F

G

U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR 15 and 1520.

Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For

Information that is controlled under 49 CFR parts 15 and 1520, except with written permission of the

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DATE:

APPROVED BY:

OFFICE OF:

ISSUED BY

PROJECT MANAGER:

WORK REQUEST NO:

P R

IN

T D

A T

E

/2

/2

T

A \D ra w in g s \1

A -F

A A

B D

G

C -5 p jd .d g n

AS SHOWN

RENOVATION OF BMB-15 (BASE MAINTENANCE BUILDING)

6125 SW 68TH ST, OKLAHOMA CITY, OK

BASE MAINTENANCE BUILDING

MIKE MILLS, AMP-400 Approver

R. KENT

OF

TYPE B

R. SEAMAN

2014-004363

AMP-400

MANAGEMENT

FACILITY

December 20, 2019

FINAL TYPE B SUBMITTAL 382

RUSSELL J.

27316

KENT

SSIONA

L

E N G

IN

E

ER

AMOHALKO

L

IC

E N S E

D

1/8" R

3STD. BARRIER CURB & GUTTER

N.T.S.

CURB TERMINAL DETAIL 4

N.T.S.

SIDEWALK DETAILS 1

WIRE MESH REINFORCING

6" X 6" - W 2.9 X W 2.9 WELDED

COMPACT 95% STD. PROCTOR DENSITY

1/8"

CONTRACTION JOINT

EXPANSION JOINT (EJ)

OTHER STRUCTURES AND AT 50' MAX.

WHERE ABUTTING BUILDING OR

CLEAR

3"

1/2"R

"R21

"R21

SECTION

AND JOINT SPACING 7'-0" (7'-8' WIDE)

MAXIMUM CONTRACTION JOINT SPACING 6'-0" (6' WIDE OR LESS)

(IF REINFORCING REQ'D)

LINE

GUTTER

VARIES - 3' OR 6'

CONTRACTION JOINT

TOP OF CURB

FACE OF CURB

#3 BARS #3 BARS

1'-4"

/2 M

IN

#3 BARS

/2

6 1/2" SLOPE IS TOWARD CURB

FOR USE WHEN PAVEMENT

IS AWAY FROM CURB

FOR USE WHEN PAVEMENT SLOPE

GUTTER

TOE OFLEVEL

" BATTER2

No. 4 BARS.

DELETED. REMAINING No. 3 BARS ARE TO BE INCREASED TO

3. WHEN SLIP FORM IS USED, REBAR IN CURB SECTION MAY BE

EXPANSION JOINT.

CONTRACTION JOINTS BUTT END 3" EITHER SIDE OF

2. REINFORCING BARS ARE CONTINUOUS ACROSS

TEMPLATE, AS APPROVED BY ENGINEER.

AND RADII MAY BE MODIFIED TO FIT CONTRACTOR'S

1. IF CURB CONSTRUCTED BY CURB MACHINE, CURB BATTER

NOTE:

/4

4" 8"

2 1/2"

LINE

GUTTER 3

/4

/4

1/2"

OR COMAPTIBLE

(ASTM 5893)

JOINT SEALANT

SILICONE

JOINT FILLER

PREMOLDED EXPANSION

BREAKER

BOND

/4

C-502

C-502

C-502

C-502

N.T.S.

ALL DIMENSIONS TO THIS POINT

EXCEPT SIDEWALKS

TO THIS POINT

DIMENSIONED

SIDEWALKS

BACKFILL

COMPACTED

TYP. 6" P.C. CONCRETE PAVING SECTION

AND DIMENSIONS.

BARRIER CURB & GUTTER DETAILS

SEE DETAIL 5 C-502 FOR STD.

C-502

TYPICAL PAVEMENT SECTIONS

N.T.S.

ALL DIMENSIONS TO THIS POINT

EXCEPT SIDEWALKS

TO THIS POINT

DIMENSIONED

SIDEWALKS

BACKFILL

COMPACTED

12"

C-502

BARRIER CURB & GUTTER

EXIST. ASPHALT PVT.

EXIST. PAVEMENT SECTION WITH NEW BARRIER CURB & GUTTER

C-505

NOTE:

2.

1.

PAVEMENT

N.T.S.

NON-REMOVABLE BOLLARD DETAIL 6

C-502

BACKFILL

COMPACTED

#4 BARS

N.T.S.

C-502

P.C. CONCRETE PAVING SECTION FOR CHILLER PAD

EQUAL ELEVATION.

BOLLARD TOPS ARE TO BE OF

APPROVED YELLOW.

ABOVE GRADE 2 COATS OF

ZINC CHROMATE ALL OVER.

PRIME POSTS WITH 2 COATS

PAVEMENT NOTES:

FROM TOP).

3" WIDE (3" AND 9"

3M REFLECTIVE TAPE,

SCHEDULE 40

6" BLACK IRON PIPE,

FILL WITH CONCRETE

MATERIAL

PREMOLDED COMPRESSIBLE

3#4" NON EXTRUDING OR

2000 PSI CONC. (MIN.)

M

IN

VARIES - SEE PLAN

1'-6"

OPTIMUM MOISTURE CONTENT.

COMPACTION, THE SOIL SHOULD BE ADJUSTED TO WITHIN 2 PERCENT OF ITS

COMPACTED TO A 95% STD. PROCTOR DENSITY AS PER SPECIFICATIONS. PRIOR TO

(RATE TO BE DETERMINED BY GEOTECHINCAL ENGINEER). SUBGRADE TO BE

IF MODIFED SUBGRADE IS USED, TOP 8”SHALL BE STABILIZED WITH HYDRATED LIME(4)

DENSITY.

AGGREGATE BASE COURSE SHALL BE COMPACTED TO 98% ASTM D 698 LABORATORY(3)

REINFORCEMENT JOINTS.

REFER TO JOINT LAYOUT PLAN, C212, FOR DETAILS OF ALL CONCRETE(2)

OTHER PRIORITY AREAS LOCATED BY THE ENGINEER.

SLOPES OF THE CUT SECTIONS AND THE REMAINDER ON COMPLETED FILL SLOPES OR

RESERVED TOPSOIL SHALL BE SPREAD APPROX. 5" THICK FIRST ON THE COMPLETED

AND PLACE IT BACK ON THE SECTION IN ACCORDANCE WITH THE SPECIFICATIONS.

THE CONTRACTOR SHALL STRIP ALL OF THE AVAILABLE TOPSOIL, STOCKPILE IT,

TOPSOIL NOTE:(1)

(REF. CITY OF OKC STANDARDS) (2)

6" P.C. CONC. PAVEMENT

(REF. CITY OF OKC STANDARDS) (3)

6" COMPACTED AGGREGATE BASE

COMPACTED TO 95% OF S.P.D.(4)

8" FLY ASH OR CKD MODIFIED SUBGRADE

10" P.C. CONC. PAVEMENT (2)

6" COMPACTED AGGREGATE BASE (3)

COMPACTED TO 95% OF S.P.D. (4)

8" FLY ASH OR CKD MODIFIED SUBGRADE

SLOPE VARIES

SYMBOL DESCRIPTION DATE APPR

REVIEWED BY

DRAWN BY:

DESIGNED BY:

PLOT SCALE:

A

B

C

D

E

F

G

A

B

C

D

E

F

G

U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR 15 and 1520.

Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For

Information that is controlled under 49 CFR parts 15 and 1520, except with written permission of the

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DATE:

APPROVED BY:

OFFICE OF:

ISSUED BY

PROJECT MANAGER:

WORK REQUEST NO:

P R

IN

T D

A T

E

/2

/2

T

A \D ra w in g s \1

A -F

A A

B D

G

C -5 ty p .d g n

AS SHOWN

RENOVATION OF BMB-15 (BASE MAINTENANCE BUILDING)

6125 SW 68TH ST, OKLAHOMA CITY, OK

BASE MAINTENANCE BUILDING

MIKE MILLS, AMP-400 Approver

R. KENT

OF

TYPE B

R. SEAMAN

2014-004363

AMP-400

MANAGEMENT

FACILITY

December 20, 2019

FINAL TYPE B SUBMITTAL 382

RUSSELL J.

27316

KENT

SSIONA

L

E N G

IN

E

ER

AMOHALKO

L

IC

E N S E

D

SIGN MOUNTING DETAIL

2 3/8" O.D.

GALVANIZED POST

N.T.S.

RESERVED

PARKING

N.T.S.

STRIPING NOTES

5'-6"

F A

C E O

F C

U R

B

T O

2'-0"

PAINT WHITE

TRAFFIC PAINT ROYAL BLUE

OF PARKING SPACE (CENTERLINE)

CENTER PAINTED SYMBOL IN MIDDLE

TRAFFIC PAINT WHITE

2'-4"

4"

1' -9 "R

6"R.

45°

4"

"T

Y P

94°

114°

2'-2"

10"

2"

104°

4"

N.T.S.

DISABLED ACCESS SYMBOL PAINT DETAIL

NOTE:

4. STRIPING COLOR TO BE YELLOW (PER USER).

3. STRIPING SHALL BE AS SPECIFIED.

2. DIAGONAL STRIPING SHALL HAVE A 12" SPACE BETWEEN STRIPES.

1. ALL STRIPING SHALL BE 4" WIDE, UNLESS OTHERWISE NOTED.

5. CONCRETE SHALL BE 3,000 P.S.I.

AND HIGHWAYS. AND SHALL BE SIMILAR TO SIGN NO. R1-1, R5-1A, & R6-1(L&R) IN ANSI D6.1., (2009 - Rev.2, May 2012) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS

CLAMPS SHALL BE TWO-PIECE ASSEMBLIES OF AT LEAST 14 GAGE STEEL, OR

SHALL BE AN ADJUSTABLE STEEL-STRAP BRACKET AS APPROVED.

GALVANIZED STEEL. BOLTS SHALL BE A MINIMUM OF 5/16-INCH IN DIAMETER.

4. BOLTS, NUTS, WASHERS, AND CLAMPS SHALL BE EITHER CADMIUM PLATED OR

AND SHALL CONFORM TO THE INDICATED DETAILS.

3. POSTS AND SLEEVES SHALL BE STANDARD SCHEDULE 40 GALVANIZED STEEL PIPE

CONFORM TO ANSI D6.1.

2. EXCEPT WHERE OTHERWISE INDICATED OR SPECIFIED, ALL MATERIALS SHALL

2009.

OF TRANSPORTATION STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION, EDITION

1. SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE OKLAHOMA DEPARTMENT

NOTES:

6"

1/4" 4 3/4"

P.C. CONCRETE

1" STEEL DOWEL-18"

2"

9 1/2"

2"

/2

REINFORCED RODS

2 NO. 4

1" PIPE SLEEVE

SECTION A-A

TOP VIEWB-B

B-B A A

SECTION B-B

END VIEW

7'-0"

1'-1"

6" 6'-0"

CHAMFER P.C. CONCRETE

1'-1"

6"

CHAMFER#4 REINFORCED RODS

1REMOVABLE CURB DETAIL

N.T.S.

GENERAL NOTES

ADA RAMP, STRIPING AND REMOVABLE CURB PLACEMENT DETAIL

3. HC PARKING AREAS SHALL HAVE 2% SLOPE MAX.

2. ALL RAMPS SHALL CONFORM TO A 1:12 SLOPE MAXIMUM.

OBTAINED BY HEAVY BROOMING, TRANSVERSE TO SLOPE.

1. SURFACE TEXTURE OF RAMP & SIDE FLARE SHALL BE

GENERAL ACCESSIBILITY NOTES:

* CROSS SLOPE CAN NOT EXCEED 2%

* SURFACE TEXTURES TO BE:

DIFFERENCE OF 70% FROM SURROUNDING SURFACES

* SURFACE TO HAVE REFLECTIVE LIGHT VALUE

FOR SLOPE AND SURFACE FINISH

* ALL HANDICAP RAMPS TO MEET A.D.A. REQUIREMENTS

NOMINAL 2.35 INCHES.

CENTER TO CENTER SPACING OF

A HEIGHT OF NOMINAL 0.2 INCHES, AND A

WITH A DIAMETER OF NOMINAL 0.9 INCHES,

TRUNCATED DOMES:

INDICATED

WALL MOUNTING AS

SIGN TO BE USED FOR

C-503

8'

MAX.

1:12

8'

MAX.

1:12

MAX.

2%

MAX.

2%

M A

X

M A

X

C-503

C-503

C-503

C-503

1'-0"

1'-6"

9'11'5'11'5'11'5'11'9'

(P

O S

T O

R W

A L L M

O U

N T

E D

C-503

C-503

TYP.

CURB (TYP.)

REMOVABLE

C-503(TYP.)

SYMBOL

SEE NOTE THIS SHEET

TRUNCATED DOMES

R1-2

MISCELLANEOUS DETAILS II

M A

X

M A

X

:1

G=1276.65

TC=1277.15

G=1276.68

TC=1277.18

G=1277.01

TC=1277.51

G=1277.07

TC=1277.57

G=1277.37

TC=1278.40

MAX.

2%

ENSURE COMPLIANCE WITH ADA STANDARDS SEC 703.7.2.12.

PAINT IN ACCORDANCE WITH ODOT STANDARDS AND SPECIFICATIONS.1.

G=1276.93

TC=1277.43

G=1277.39

TC=1277.89

EL=1278.58EL=1278.64

G=1277.13

TC=1277.63

G=1276.74

TC=1277.24

G=1276.71

TC=1277.21

G=1276.88

TC=1277.38

G=1277.07

TC=1277.57

SYMBOL DESCRIPTION DATE APPR

REVIEWED BY

DRAWN BY:

DESIGNED BY:

PLOT SCALE:

A

B

C

D

E

F

G

A

B

C

D

E

F

G

U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR 15 and 1520.

Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For

Information that is controlled under 49 CFR parts 15 and 1520, except with written permission of the

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DATE:

APPROVED BY:

OFFICE OF:

ISSUED BY

PROJECT MANAGER:

WORK REQUEST NO:

P R

IN

T D

A T

E

/2

/2

T

A \D ra w in g s \1

A -F

A A

B D

G

C -5 m d t.

d g n

AS SHOWN

RENOVATION OF BMB-15 (BASE MAINTENANCE BUILDING)

6125 SW 68TH ST, OKLAHOMA CITY, OK

BASE MAINTENANCE BUILDING

MIKE MILLS, AMP-400 Approver

R. KENT

OF

TYPE B

R. SEAMAN

2014-004363

AMP-400

MANAGEMENT

FACILITY

December 20, 2019

FINAL TYPE B SUBMITTAL 382

RUSSELL J.

27316

KENT

SSIONA

L

E N G

IN

E

ER

AMOHALKO

L

IC

E N S E

D

CLEANOUT DETAIL

FINISHED GRADE

AND COVER TO BE FLUSH WITH

TO NEENAH R-1976. TOP OF FRAME

CAST IRON FRAME AND COVER SIMILAR

DIRECTLY OVER SEWER

BEND WHEN CLEANOUT IS

USE "Y" BRANCH AND 45°

(SEE NOTE 1)

TRACE WIRE2 CU. FT. CONCRETE

SEWER BRANCHES OFF.

OR TWO 45° BENDS WHEN

USE 90° LONG RADIUS BEND

WITH SILICONE.

ENTER. SEAL HOLE WATERTIGHT

6" LOOP OF TRACE WIRE TO

HOLE IN PIPE BELOW CAP FOR

VERTICAL FOOT. DRILL SMALL

AROUND PIPE AT 3 WRAPS PER

WRAP DOUBLED TRACE WIRE

FINISHED GRADE

STEEL TO BE CUT ON JOB SITE.

TO DIMENSIONS SHOWN. REINFORCING

SHOP SHALL SCORE CONCRETE WALLS

NOTE:

A GASKETED, FLEXIBLE, WATERTIGHT CONNECTION.

2. CONNECT INLET & OUTLET PIPES TO MANHOLE WITH

(C-478 LATEST EDITION).

WITH THE RESPECTIVE A.S.T.M. SPECIFICATIONS

1. ALL PRECAST COMPONENTS SHALL BE REINFORCED

NOTES:

PIPE CONNECTION DETAIL

D

RCP ASTM C-478

4'-0" OR 5'0" I.D.

RISER SECTION TO BE

OR CONCENTRIC

EITHER ECCENTRIC

MANHOLE REDUCER

4'-0" OR 5'-0"R.C.P.

LETTERING "STORM SEWER"

TRACTOR. (ADJUST TO GRADE).

AND INSTALLED BY THE CON-

AND FRAME TO BE FURNISHED

MANHOLE, CAST IRON COVER

NEENAH R-1682 HEAVY DUTY

FINISH GRADE

PAVEMENT OR

(2000 PSI CONCRETE)

TO FLOW LINE OF PIPE

POUR MANHOLE INVERT

CONCRETE

3,000 PSI

CRUSHED ROCK (4" MIN.)

#4 @ 12" C/C EA. WAY

PIPE

6'-0" DIA.

5'-0" OR

4'-0"

JUNCTION BOX

TYPICAL MANHOLE

(NOT STORM SEWER)

PLASTIC/NON-PLASTIC PIPE

TRENCH CROSS SECTION DETAIL

N.T.S.

MATERIAL

COMPACTED BEDDING

BACKFILL

INITIAL

BACKFILL

FINAL

COMMON FILLFINISH GRADE

NOTE 1)

(SEE TRACER WIRE

TRACER WIRE

MAX OD

12"

MAX

12"

NON-TRAFFIC AREAS

N.T.S.

1STD. PRECAST MANHOLE DETAIL

D

NOTES:

ONE EACH SIDE

4 - #4 BARS

PIPE

CONCRETE

24" x 24" x 10"

D+8"

30"

8" 8"

MORTAR

TAPE

IDENTIFICATION

8"

5"

BOOT SHALL MEET ASTM C-923.

2. NEOPRENE-EPDM BLENDED COMPOUND

1. PIPE CLAMP SHALL BE STAINLESS STEEL.

NOTE:

PIPE O.D.

SUGGESTED

RANGE (IN.)

3 1/2" - 4 1/2"

5 3/8" - 7"

7" - 8 1/2"

8 3/16" - 9 3/4"

9 1/4" - 11"

10 3/4" - 12 1/2"

12" - 13 3/4"

14 1/2" - 16 1/4"

15 3/4" - 17 1/2"

19 1/2" - 21 1/4"

7"

12"

12"

12"

16"

16"

16"

20"

20"

24" 22 7/8"

18 7/8"

18 7/8"

14 7/8"

14 7/8"

14 7/8"

10 7/8"

10 7/8"

10 7/8"

6 1/8"

A B

4 1/4"

6 1/2"

8"

9 1/4"

10 1/2"

12"

13 1/4"

15 3/4"

17"

20 3/4"

6"

8"

8"

8"

8"

8"

8"

8"

8"

8'

C D

HOLE & BOOT DIAMETER DIMENSIONS

5MANHOLE PIPE CONNECTION DETAIL

N.T.S.

(TORQUE TO 60 IN. LBS.)

PIPE CLAMP

STAINLESS STEEL

C

D

B A

STRUCTURE

MANHOLE BASE

CLAMP

INTERNAL EXPANDING

INTERCEPTOR LINE

CONNECTION

MANHOLE

CORE-DRILLED HOLE

FLOW LINE

NEOPRENE-EPDM

FOUNDATION

CRUSHED ROCK

3/8"

PIPE DIAM. MIN. TRENCH WIDTH

RECOMMENDED MINIMUM TRENCH WIDTHS

(75T AXLE LOAD) *

HEAVY CONSTRUCTION

PIPE DIAM.

SURFACE LIVE LOADING CONDITION

VECHICLE LOADING CONDITIONS

MINIMUM RECOMMENDED COVER BASED ON

H-25

* VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER

60"

48"

24"

12"

54" - 60"

12" - 48"

60"

54"

48"

42"

36"

30"

24"

18"

15"

12"

10"

8"

6"

4"

96"

88"

80"

72"

64"

56"

48"

39"

34"

30"

28"

26"

23"

21"

IDENTIFICATION TAPE

(SEE TABLE)

MIN. TRENCH WIDTH

TRENCH WIDTH

6" FOR 30"-60" PIPE

4" FOR 4"-24" PIPE

N.T.S.

4PLASTIC PIPE

STORM SEWER INSTALATION DETAIL

FILTER FABRIC

BACKFILL

FINAL

BACKFILL

INITIAL

HAUNCH

BEDDING

FOUNDATION

SUITABLE

SPRINGLINE

(I F A

P P

L

IC

A B

L E

F L E

X

IB

L E P

A V

E M

E N

T

H

M

IN

C O

V E

R

O

(I

A

P P

L

IC

A B

L E

R

IG

ID

P

A V

E M

E N

T

H

M

IN

C O

V E

R T

O

TAPE

IDENTIFICATION

STANDARD PROCTOR DENSITY ASTM D 698.

3. UNDER PAVEMENT FINAL AND INITIAL BACKFILL TO 95%

PROCTOR DENSITY.

2. NONTRAFFIC FINAL & INITIAL BACKFILL TO 90% STANDARD

1. PROVIDE BEDDING IN ACCORDANCE WITH THE SPECIFICATIONS.

NOTES:

STANDARD PROCTOR DENSITY ASTM D 698.

3. UNDER PAVEMENT FINAL AND INITIAL BACKFILL TO 95%

PROCTOR DENSITY.

2. NONTRAFFIC FINAL & INITIAL BACKFILL TO 90% STANDARD

1. PROVIDE BEDDING IN ACCORDANCE WITH THE SPECIFICATIONS.

STRUCTURE

INVERT

BASE

MANHOLE

C-504

C-504

C-504

C-504

C-504

C-504

MISCELLANEOUS DETAILS III

24"

36"

12" OR LESS

(W/ SHORING)

TRENCH WIDTH

PIPE SIZE I.D.

(W/O SHORING)

TRENCH WIDTH

TRENCH WIDTH SCHEDULE

N.T.S.

EXISTING PAVING

BASE MATERIAL

EXISTING UNDISTURBED

#4 BARS @ 18" C/C

#6 BARS @ 6" C/C

PLASTIC PIPE

TRACER WIRE FOR

P.C. CONCRETE

3500 P.S.I.

TACK COAT

SEE SCHEDULE

TRENCH WIDTH VARIES

"2

12" 12"

TYPICAL PERMANENT REPAIR FOR PAVING

6" HDPE GAS LINE

ASPHALT

TYPE "B"

PROJECT SPECIFICATIONS.

SHALL BE IN ACCORDANCE WITH

ALL CONSTRUCTION & MATERIALS

REPAIR NOTE:

" MAX.2

CRUSHER RUN

ABOVE SEWER LINE 12" BELOW FINISHED GRADE.

LABELED "CAUTION SEWER LINE BURIED BELOW," OR SIMILAR WORDING, DIRECTLY

CONNECT TO EXISTING TRACE WIRE. INSTALL UNDERGROUND WARNING TAPE

WIRE UP AND INTO CLEANOUTS AS SHOWN. USE DIRECT BURY SPLICE KITS TO

INSULATION COLOR TO MATCH THE OKIE UTILITY COLOR CODING. EXTEND TRACE

PROVIDE #12 TYPE "UF" OR "USE" SOLID COPPER TRACE WIRE INSTALLED AS SHOWN.1.

TRACE WIRE NOTE:

C-504

RESPECTIVE A.S.T.M. SPECIFICATIONS (C-478 LATEST EDITION).

ALL PRECAST COMPONENTS SHALL BE REINFORCED WITH THE

NOTE:

BACKFILLED

TRENCH HAS BEEN

SAW CUT AFTER

SYMBOL DESCRIPTION DATE APPR

REVIEWED BY

DRAWN BY:

DESIGNED BY:

PLOT SCALE:

A

B

C

D

E

F

G

A

B

C

D

E

F

G

U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR 15 and 1520.

Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For

Information that is controlled under 49 CFR parts 15 and 1520, except with written permission of the

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DATE:

APPROVED BY:

OFFICE OF:

ISSUED BY

PROJECT MANAGER:

WORK REQUEST NO:

P R

IN

T D

A T

E

/2

/2

T

A \D ra w in g s \1

A -F

A A

B D

G

C -5 m d t.

d g n

AS SHOWN

RENOVATION OF BMB-15 (BASE MAINTENANCE BUILDING)

6125 SW 68TH ST, OKLAHOMA CITY, OK

BASE MAINTENANCE BUILDING

MIKE MILLS, AMP-400 Approver

R. KENT

OF

TYPE B

R. SEAMAN

2014-004363

AMP-400

MANAGEMENT

FACILITY

December 20, 2019

FINAL TYPE B SUBMITTAL 382

RUSSELL J.

27316

KENT

SSIONA

L

E N G

IN

E

ER

AMOHALKO

L

IC

E N S E

D

1TAPPING AN EXISTING SANITARY SEWER LINE

SPECIFICATIONS AND CONSTRUCTION DRAWINGS.

CONTRACTOR SHALL REFER TO CITY OF NORMAN STANDARD

NOTE:

N.T.S.

AND VALVE BOX.

VERTICAL PIPE BETWEEN PIPE

LOOP OF TRACE WIRE INTO

VERTICAL FOOT. PLACE A 6"

AROUND PIPE AT 3 WRAPS PER

WRAP DOUBLED TRACE WIRE

N.T.S.

2TRACE WIRE / IDENTIFICATION TAPE DETAIL

FINISHED GRADE

STAINLESS STEEL STRAPS

NEOPRENE COUPLING WITH

45° OR LESS

AS REQUIRED,

INSTALL BENDS SERVICE LINE

4" SDR 35 PVC PIPE

BASE ROCK

TYPE A AGGREGATE

ENCASE TAP WITH

TIGHT SEAL

TO PROVIDE WATER

SILICONE SEALANT

MAIN LINE

STRAPS

WITH STAINLESS STEEL

SDR 26 PVC TAPPING SADDLE

EARTH

UNDISTURBED

TAPE

IDENTIFICATION

FINISHED GRADE

(SEE NOTE 1)

TRACE WIRE

TYPICAL VALVE BOX DETAILS

BOTTOM

V A

R

IA

B L E

"4

"4

8"

"4

TOP

V A

R

IA

B L E

9"

"8

"8

"8

"4

"16

LID

WATER

"16

"4

7"

2. VALVE BOXES REQUIRING OVER 2 ADDITIONAL BOTTOM SECTIONS SHALL BE EXTENDED

NOTES:

1. WATER LINE CONTRACTOR TO PLACE 2' SQUARE CONCRETE PAD (PER NORMAN STD.)AROUND EACH

WATER VALVE AFTER FINAL GRADING HAS BEEN COMPLETED AND TRENCHES HAVE SETTLED.

USING PVC PIPE WITH A BOTTOM AND TOP SECTION PLACED ON TOP OF THE PVC PIPE.

N.T.S.

C3.5

C-505

C-505

C-505

MISCELLANEOUS DETAILS IV

6" 6"D

1'

8"

3" CL

BY THE ENGINEER.

IS SUBJECT TO REVIEW AND APPROVAL

IN PLACE DETAILED HERE. SUBSTITUTION

AS AN ALTERNATE TO THE CAST

PRECAST INLET BOX STRUCTURE

THE CONTRACTOR MAY SUBMIT A

NOTE:

(MIN.) (MIN.)

(TYP.)

(OR APPROVED EQUAL)

NEENAH NO. R-3079

FRAME & GRATE

@ 12" C/C

#4 BARS

@ 12" C/C

#4 BARS

@ 12" C/C

#4 BARS

N.T.S.

#57 OR #67 ROCK.

IF PRECAST BOX, USE 6" COMPACTED

COMPACT SUBGRADE TO 95% SPD

C-505

PIPE DIAM. MIN. TRENCH WIDTH

RECOMMENDED MINIMUM TRENCH WIDTHS

(75T AXLE LOAD) *

HEAVY CONSTRUCTION

PIPE DIAM.

SURFACE LIVE LOADING CONDITION

VECHICLE LOADING CONDITIONS

MINIMUM RECOMMENDED COVER BASED ON

H-25

NOTES:

TRENCH WIDTH

N.T.S.

BACKFILL

FINAL

BACKFILL

INITIAL

HAUNCH

BEDDING

FOUNDATION

SUITABLE

SPRINGLINE

(I F A

P P

L

IC

A B

L E

F L E

X

IB

L E P

A V

E M

E N

T

H

M

IN

C O

V E

R

(I

A

P P

L

IC

A B

L E

R

IG

ID

P

A V

E M

E N

T

H

M

IN

C O

V E

R T

O

(SEE TABLE)

MIN. TRENCH WIDTH

6" FOR 30"-60" PIPE

4" FOR 4"-24" PIPE

60"

54"

48"

42"

36"

30"

24"

18"

15"

12"

10"

8"

6"

4"

96"

88"

80"

72"

64"

56"

48"

39"

34"

30"

28"

26"

23"

21"

24"

12"

60"

48"

54" - 60"

12" - 48"

C-505

FABRIC

FILTER

TAPE

IDENTIFICATION

PRECAST INLET BOX STRUCTURE

STORM SEWER INSTALATION DETAIL PLASTIC PIPE

PROCTOR DENSITY ASTM D 698.

3. UNDER PAVEMENT FINAL & INITIAL BACKFILL TO 95% STANDARD

2. NONTRAFFIC FINAL & INITIAL BACKFILL TO 90% STANDARD PROCTOR DENSITY.

1. PROVIDE BEDDING IN ACCORDANCE WITH THE SPECIFICATIONS.

REQUIRE ADDITIONAL COVER

* VEHICLES IN EXCESS OF 75T MAY

1.4 SQ. FOOT GRATE OPENING.

OF PRECAST SHOWN HERE. SUBSTITUTE GRATES SHALL HAVE A MINIMUM

MAY SUBSTITUTE NYLO PLAST-ADS GRATES AND STRUCTURES IN PLACE

WHERE INLETS ARE CALLED FOR IN GRASSED AREAS THE CONTRACTOR2.

PROVIDE ISOLATION JOINT AT PAVEMENT INTERFACE W/BOX STRUCTURE.

WHEN USED IN P.C. CONCRETE PAVEMENT, APRON DOES NOT APPLY. 1.

NOTES:

DIRECTLY ABOVE ALL BURIED UTILITY LINES 12" BELOW FINISHED GRADE.

LABELED "CAUTION (NAME OF UTILITY) LINE BURIED BELOW," OR SIMILAR WORDING,

KITS TO CONNECT TO EXISTING TRACE WIRE. INSTALL UNDERGROUND WARNING TAPE

UP AND INTO CLEANOUTS, WATER VALVES ETC. AS SHOWN. USE DIRECT BURY SPLICE

INSULATION COLOR TO MATCH THE OKIE UTILITY COLOR CODING. EXTEND TRACE WIRE

PROVIDE #12 TYPE "UF" OR "USE" SOLID COPPER TRACE WIRE INSTALLED AS SHOWN.1.

TRACE WIRE / IDENTIFICATION TAPE NOTE:

SYMBOL DESCRIPTION DATE APPR

REVIEWED BY

DRAWN BY:

DESIGNED BY:

PLOT SCALE:

A

B

C

D

E

F

G

A

B

C

D

E

F

G

U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR 15 and 1520.

Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For

Information that is controlled under 49 CFR parts 15 and 1520, except with written permission of the

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DATE:

APPROVED BY:

OFFICE OF:

ISSUED BY

PROJECT MANAGER:

WORK REQUEST NO:

P R

IN

T D

A T

E

/2

/2

T

A \D ra w in g s \1

A -F

A A

B D

G

C -5 m d t.

d g n

AS SHOWN

RENOVATION OF BMB-15 (BASE MAINTENANCE BUILDING)

6125 SW 68TH ST, OKLAHOMA CITY, OK

BASE MAINTENANCE BUILDING

MIKE MILLS, AMP-400 Approver

R. KENT

OF

TYPE B

R. SEAMAN

2014-004363

AMP-400

MANAGEMENT

FACILITY

December 20, 2019

FINAL TYPE B SUBMITTAL 382

RUSSELL J.

27316

KENT

SSIONA

L

E N G

IN

E

ER

AMOHALKO

L

IC

E N S E

D

R

E N

C H

NORMAL DITCH LINE

EXTENDED DITCH LINE

A

UNDISTURBED EARTH

EXTENDED DITCH LINE

CONCRETE

NORMAL DITCH LINE

D

D

C

B

UNDISTURBED EARTH6" SAND CUSHION 6" SAND CUSHION

TRENCH

D

D

EARTH

UNDISTURBED

TRENCH

U N

D

IS

T U

R B

E D E

A R

T H

D

CONCRETE

UNDISTURBED EARTH

J

X

6" SAND CUSHION

Y

CONCRETE

DIMENSIONS FOR CONCRETE ANCHORAGES

DIA.

PIPE

WIDTH

TRENCH 45 ° BEND 1/2 ° BEND 22 11 1/4 ° BEND TEE OR PLUG

J

2'- 1"

2'- 4"

2'- 8"

3'- 0"

Y

1'- 4"

1'- 6"

1'- 0"

2'- 0"

X

8"

10"

1'- 0"

1'- 0"

C

11"

11"

11"

11"

B

1'- 1"

1'- 2"

1'- 4"

1'- 6"

A

1'- 6"

1'- 8"

1'- 10"

2'- 0"

C

1'- 0"

1'- 0"

1'- 0"

1'- 0"

B

1'- 1"

1'- 2"

1'- 4"

1'- 6"

A

1'- 8"

1'- 10"

2'- 0"

2'- 0"

C

1'- 4"

1'- 4"

1'- 4"

1'- 4"

B

1'- 1"

1'- 2"

1'- 4"

1'- 6"

A

2'- 0"

2'- 0"

2'- 0"

2'- 0"

CONC. ANCHOR FOR PIPE FITTINGS

N.T.S.

E E

C

C

D

D

90° BENDS

SECTION C-C

PLAN

SECTION D-D

45°, 22 1/2°, 11 1/4° BENDS

PLAN

PLUGS

SECTION E-E

PLAN

6" 12"

XD

EARTH

UNDISTURBED

6" SAND CUSHION

SECTION A-A

TEES

Y

CONCRETE

D

18"

Y

TRENCH

A A

B B

PLAN

6" SAND CUSHION

D 18"

X

SECTION B-B

REINFORCING BARS

2'- 0"

CUSHION

6" SAND

D

SECTION FOR

VERTICAL BEAMS

EARTH

UNDISTURBED

EARTH

UNDISTURBED

CONTRACTOR.

AT THE EXPENSE OF THE

A TEE OR PLUG WILL BE

FURTHER THAN 18" FROM

ANY CONCRETE PLACED

CONCRETE

EARTH

UNDISTURBED

EARTH

UNDISTURBED

C307

MISCELLANEOUS DETAILS V

C-506

SYMBOL DESCRIPTION DATE APPR

REVIEWED BY

DRAWN BY:

DESIGNED BY:

PLOT SCALE:

A

B

C

D

E

F

G

A

B

C

D

E

F

G

U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR 15 and 1520.

Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For

Information that is controlled under 49 CFR parts 15 and 1520, except with written permission of the

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DATE:

APPROVED BY:

OFFICE OF:

ISSUED BY

PROJECT MANAGER:

WORK REQUEST NO:

P R

IN

T D

A T

E

/2

/2

T

A \D ra w in g s \1

A -F

A A

B D

G

C -5 m d t.

d g n

AS SHOWN

RENOVATION OF BMB-15 (BASE MAINTENANCE BUILDING)

6125 SW 68TH ST, OKLAHOMA CITY, OK

BASE MAINTENANCE BUILDING

MIKE MILLS, AMP-400 Approver

R. KENT

OF

TYPE B

R. SEAMAN

2014-004363

AMP-400

MANAGEMENT

FACILITY

December 20, 2019

FINAL TYPE B SUBMITTAL 382

RUSSELL J.

27316

KENT

SSIONA

L

E N G

IN

E

ER

AMOHALKO

L

IC

E N S E

D

6" TO 8"

12" MIN. 12" MIN.

FLOW

8"

FLOW

PONDING HEIGHTPONDING HEIGHT

FLOW

36" HIGH MAXIMUM

STEEL OR WOOD POST

COMPACTED BACKFILL

6" X 8" TRENCH WITH

SIDE OF POST

SECURELY TO UPSTREAM

ATTACH FILTER FABRIC

WOOD POST

STEEL OR

DRAIN ROCK

" MINIMUM4

HEIGHT

STORAGE

9" MAXIMUM

NEEDED WITHOUT WIRE MESH SUPPORT

EXTRA STRENGTH FILTER FABRIC

DRAIN ROCK

" MINIMUM4

TRENCH DETAIL INSTALLATION WITHOUT TRENCHING

MIN. 6" THICK

COURSE AGGREGATE

2" - 3"

50' MIN.

SPILLWAY

WHERE GRADE EXCEEDS 2%

DIVERSION RIDGE REQUIRED

R O

A D

W A

Y A

DIVERSION RIDGE

A

' R

ROADWAY

WHEELS IF NECESSARY

SUPPLY WATER TO WASH

OF EQUIVALENT HEIGHT

GEOSYNTHETIC FABRIC BERM

ROCK BAGS, OR CONTINUOUS

FLOW

F L

O W

20' MIN.

2% OR GREATER

SEE NOTES.

RUNOFF TO BASIN AS REQUIRED.

USE ROCK BAGS TO CHANNELIZE

NOTE:

F L O

W

FLOW

GAPS ARE EVIDENT

PLACED SUCH THAT NO

ROCK BAGS MUST BE

4. ROCK BAGS OR SANDBAGS SHALL BE PLACED SUCH THAT NO GAPS ARE EVIDENT.

CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.

3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH

RIGHT-OF-WAY.

2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC

TRAP SEDIMENT.

REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO

TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY

1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT

NOTES:

PLAN

SECTION A - A

FILTER FABRIC

SOIL AND SEED

STORM WATER POLLUTION PREVENTION

PRIOR TO COMMENCING CONSTRUCTION.

1.

2.

RUNOFF COEFFICIENT AFTER CONSTRUCTION = 0.74 AVERAGE

TOTAL AREA TO BE DISTURBED = 6.56 ACRES.

SLOPES = 0.4% - 33.0%

OKLAHOMA CITY AND O.D.E.Q. AND PAY ALL APPLICABLE FEES

PLAN INFORMATION

CONTRACTOR SHALL FILE NOTICE OF INTENT WITH CITY OF

RUNOFF COEFFICIENT BEFORE CONSTRUCTION = 0.58 AVERAGE

OR ARCHITECTURAL PLANS

OF…