232004 Sidewalks_SW 58th Street Drawings.pdf

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PROJECT LOCATION/

EXTENTS

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BASE MAP

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OKLAHOMA AIR NATIONAL GUARD

YZEU232004 - CONSTRUCT SIDEWALK - SW 58TH STREET

BASE CIVIL ENGINEER

FIRE CHIEF

ATFP OFFICER

ENVIRONMENTAL MANAGER

BIO ENVIRONMENTAL

COMMUNICATION

BUILDING MANAGER

DATE

DATE

DATE

DATE

DATE

DATE

DATE

DATE

137TH SPECIAL OPERATIONS WING

WILL ROGERS AIR GUARD BASE

OKLAHOMA CITY, OKLAHOMA

PROJECT NO. YZEU232004

SHEET INDEX

GENERAL

G-001 COVER SHEET

ARCHITECTURAL

A-001 ARCHITECTURAL SITE PLAN

ELECTRICAL

E-000 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E-100 SITE PLAN - ELECTRICAL

G-001

G-002 GENERAL INFORMATION

A-003 SWING GATE DETAILS

A-002 ARCHITECTURAL DETAILS

06/14/2023

SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

DATEREV. DESCRIPTION

REVISIONS

SEAL:

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CIVIL

C-201 SIDEWALK LAYOUT PLAN I

C-202 SIDEWALK LAYOUT PLAN II

C-302 MISCELLANEOUS DETAILS II

C-303 EROSION CONTROL DETAILS

C-304 ADA CURB RAMP DETAILS D-700A

C-305 ADA CURB RAMP DETAILS D-700B

LANDSCAPE

L-001 LANDSCAPE PLAN

G-003 GENERAL INFORMATION - CIVIL

WING COMMAND CHIEF

PROJECT OPTIONS

BASE BID (INCLUDING, BUT NOT LIMITED TO):

NORTH SIDE OF 58TH STREET BETWEEN HERCULES DRIVE

OPTION #1:

C-301 MISCELLANEOUS DETAILS I

C-203 GRADING PLAN

AND MINUTEMAN DRIVE

NONE

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AutoCAD SHX Text

GLOBEMASTER DRIVE

AutoCAD SHX Text

SERVICE RD.

AutoCAD SHX Text T/W "D"

AutoCAD SHX Text SW 57th STREET

AutoCAD SHX Text

MOBILITY DRIVE

AutoCAD SHX Text

AIR GUARD DRIVE

AutoCAD SHX Text

MINUTE MAN DRIVE

AutoCAD SHX Text SW 56th STREET

AutoCAD SHX Text

HERCULES DRIVE

AutoCAD SHX Text R/W 13-31

AutoCAD SHX Text

FLIGHTLINE DRIVE

AutoCAD SHX Text

AIR GUARD DRIVE

AutoCAD SHX Text

PERIMETER ROAD

AutoCAD SHX Text

PERIMETER ROAD

AutoCAD SHX Text

PERIMETER ROAD

(THESE NOTES OVERRIDE THE SPECIFICATIONS):

1. WRITTEN (MATOC) SPECIFICATIONS ARE ISSUED UNDER A SEPARATE COVER

AND ARE COMPLIMENTARY TO THIS PACKAGE OF DRAWINGS. TOGETHER THEY

FORM A COMPLETE SET. REFER TO THE DRAWINGS FOR SPECIFICATION NOTES

AND ADDITIONAL SPECIFICATION INFORMATION.

2. THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE SPECIFICATIONS.

3. CONCRETE FOR SIDEWALKS, CURBS AND GUTTERS, STRUCTURES, FOOTINGS,

AND PAVEMENT SHALL HAVE A MINIMUM 28-DAY STRENGTH OF 4,000PSI AND

SHALL HAVE 4.5%-7.5% ENTRAINED AIR.

4. IRRIGATION SYSTEM SHALL MATCH THE EXISTING BRAND AND TYPE OF THE

IN-PLACE SYSTEM IN SO MUCH AS POSSIBLE. CONTRACTOR SHALL TIE INTO

EXISTING IRRIGATION SYSTEM USING AN EXISTING ZONE.

P.C. CONC. (NOT PVM'T.)

P.C CONC. CURB & GUTTER

GAS LINE

FIRE LINE

BUILDING

STORM SEWER

WATER LINE

UNDERGROUND TELEPHONE

SANITARY SEWER

OVERHEAD ELECTRIC LINE

UNDERGROUND ELECTRIC

VALVE & VALVE BOX

ELECT. OR TELEPHONE POLE

FLAGPOLE

DOWN GUY WIRE

BENCH MARK

LIGHT POLE

FIRE HYDRANT

CONTOUR LINE

MANHOLE

SPOT ELEVATION

DIRECTION OF DRAINAGE

FENCE

ELECTRIC RISER

TELEPHONE RISER

TREES

WATER METER

CABLE TV RISER

SURVEY REF. POINT

CIVIL LEGEND

PROPOSED EXISTING

ELECTRIC TRANSFORMER

SWING GATE

INLET

CLEANOUT

POST INDICATOR VALVE

COMMUNICATION LINE

ET

GM

GAS METER

TV

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TUG

OH

UGE

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F

SIGN

1174.85

FIRE DEPT. STAND PIPE CONNECTION

NOTED

NOTED

TBM

OR

ELEV.

C.O.

NOTED

C

UNDERGROUND ELECTRIC PRIMARY UGE

GRAVEL

GAS REGULATOR

TGENERATOR

OIL WATER SEPARATOR

IWINDUSTRIAL / OIL WASTE

GENERAL PROJECT NOTES:

S.W. 44th STREET

S.W. 54th STREET

S.W. 59th STREET

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S.W. 74th STREET

SPECIFICATION NOTES:

Not to Scale

IRRIGATION CONTROL VALVE

ICV

IRRIGATION WATER LINE IRR

P.C. CONC. PVM'T.

1.W A R N I N G !!! PORTIONS OF THE WORK UNDER THIS CONTRACT EITHER CROSS OR PARALLEL

EXISTING OVERHEAD AND UNDERGROUND ELECTRICAL TRANSMISSION AND SERVICE LINES. THE

GENERAL CONTRACTOR SHALL USE EXTREME CAUTION AND CARE RELATING TO SAFETY AND

PROPERTY PROTECTION TO ENSURE EMPLOYEES, SUBCONTRACTORS, SUBCONTRACTORS'

EMPLOYEES, AND ANYONE WITH ACCESS TO THE CONSTRUCTION SITE USE DILIGENT CARE AT ALL

TIMES TO PROTECT THEMSELVES, ALL OTHERS, PROPERTY OF THE OWNER, THE GENERAL

CONTRACTOR, THE ELECTRICAL LINES AND ALL APPURTENANCES THERETO AND ALL OTHER

PROPERTY.

2.PORTIONS OF THE WORK UNDER THIS CONTRACT EITHER CROSS OR PARALLEL EXISTING

UNDERGROUND GAS LINES. THE GENERAL CONTRACTOR SHALL USE EXTREME CAUTION AND ARE

RELATING TO SAFETY AND PROPERTY PROTECTION TO ENSURE EMPLOYEES, SUBCONTRACTORS,

SUBCONTRACTORS' EMPLOYEES, AND ANYONE WITH ACCESS TO THE CONSTRUCTION SITE USE

DILIGENT CARE AT ALL TIMES TO PROTECT THEMSELVES, ALL OTHERS, PROPERTY OF THE

OWNER, THE GENERAL CONTRACTOR, THE GAS LINES AND ALL APPURTENANCES THERETO, AND

ALL OTHER PROPERTY.

3.CONTRACTOR SHALL "CALL OKIE" AT 1-800-522-6543 STATEWIDE OR 1-800-654-8249 OUT-OF-STATE

FOR INFORMATION ON UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. UTILITY LINES

DEPICTED ON THESE DRAWINGS HAVE BEEN DEVELOPED FROM AN ON SITE SURVEY AND OTHER

SOURCES. CONTRACTOR MUST COMPLETE AF FORM 103 (7) SEVEN TO (10) TEN DAYS PRIOR TO

EXCAVATION OF WORK.

4.THE UTILITY LINE LOCATIONS, BOTH HORIZONTAL AND VERTICAL AS SHOWN ON THESE

DRAWINGS ARE ONLY APPROXIMATE. THE UNDERGROUND LOCATIONS WERE TAKEN FROM

PREVIOUS SITE PLANS. NEITHER THE OWNER, THE ARCHITECT NOR THE CONSULTING ENGINEER

TAKES RESPONSIBILITY FOR THE ACCURATE LOCATION OF THE UNDERGROUND UTILITY LINES

SHOWN ON THESE DRAWINGS NOR GUARANTEES THERE ARE NO OTHER EXISTING LINES THAT

ARE NOT SHOWN. THE CONTRACTOR SHALL ASSUME ADDITIONAL UNDERGROUND AND/OR

OVERHEAD LINES DO EXIST AND ARE NOT SHOWN ON THESE DRAWINGS. IT IS THE

CONTRACTOR'S RESPONSIBILITY PRIOR TO BEGINNING ANY CONSTRUCTION OR DIGGING

OPERATIONS TO VERIFY THE ACCURATE LOCATIONS OF THE UTILITY LINES AND STRUCTURES

SHOWN ON THESE DRAWINGS AND TO VERIFY THE EXISTENCE OR NONEXISTENCE OF ADDITIONAL

UTILITY LINES OR OTHER OBSTRUCTIONS NOT DEPICTED ON THESE DRAWINGS BY HAVING A

VERIFICATION AND PHYSICAL EXAMINATION ABOVE AND BELOW GROUND PERFORMED IN THE

FIELD BY SOMEONE FAMILIAR WITH THESE TYPES OF CONSTRUCTION.

5.NEW CONTOURS ARE FINISH GRADES TO TOP OF PAVEMENT OR TOPSOIL. COORDINATE WITH

TYPICAL SECTIONS FOR SUBGRADE ELEVATIONS.

6.MAXIMUM SLOPE IN GRADED AREAS SHALL NOT EXCEED 3:1 (3 HORIZONTAL TO 1 VERTICAL).

7.MINIMUM SLOPE IN PAVED AREAS SHALL NOT BE LESS THAN 0.50 PERCENT(6 INCHES IN 100 FEET)

8.ALL DIMENSIONS EXCEPT SIDEWALKS ARE TO INSIDE FACE OF CURB, 8" FROM BACK OF CURB.

SIDEWALKS ARE DIMENSIONED TO BACK OF CURB.

9.SIDEWALKS ADJACENT TO CURBS SHALL HAVE 1/4 " PER FOOT TRANSVERSE SLOPE AND DRAIN

TOWARD CURB UNLESS OTHERWISE SHOWN.

10.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STORMWATER POLLUTION AND

ENVIRONMENTAL LAWS AND REGULATIONS, INCLUDING NPDES, TO CONTROL EROSION AND

SILTATION.

11.ALL DEBRIS AND OTHER MATERIAL OF ANY NATURE NOT USED NOR UTILIZED IN THIS

CONSTRUCTION SHALL BE LEGALLY DISPOSED OF OFF SITE.

12.NONPLASTIC SAND BACKFILL OF TRENCHES WILL NOT BE ALLOWED UNDER PAVEMENT OR IN

GRASSED AREAS.

13.GRADIENT ACROSS DISABLED PARKING SHALL NOT EXCEED 2.00% PERCENT IN ANY DIRECTION.

14.THE CONTRACTOR WILL EXPOSE UTILITIES USING SUCH METHODS WHICH WILL NOT CAUSE ANY

DAMAGE TO EXISTING UTILITIES.

15.ALL WORK IN STREET RIGHT-OF-WAY SHALL BE IN STRICT ACCORDANCE WITH AIR NATIONAL

GUARD AND DEPARTMENT OF DEFENSE STANDARDS & SPECIFICATIONS.

16.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING, COORDINATING, AND

ASSURING THAT UTILITY LINES ARE CONSTRUCTED AT ELEVATIONS NECESSARY TO PROVIDE

CLEARANCE AT CROSSING POINTS. GRAVITY SANITARY AND STORM SEWER LINES HAVE

PRECEDENCE OVER PRESSURIZED GAS LINES, WATER LINES, AND ELECTRIC, TELEPHONE, OR

OTHER NON-GRAVITY, UNDERGROUND LINES.

17.CONTRACTOR SHALL REMOVE ALL REMOVABLE CURBS WITHIN WORK AREAS AND STORE THEM

IN A PLACE TO BE DETERMINED BY THE BY THE CONTRACTING OFFICER. AFTER COMPLETION OF

WORK THE CONTRACTOR SHALL PLACE THE REMOVABLE CURB IN THEIR ORIGINAL LOCATIONS.

CONTRACTOR SHALL SUPPLY 50 NEW REMOVABLE CURBS TO REPLACE DAMAGED OR POOR

CONDITIONED CURBS AND FOR OTHER LOCATIONS DEEMED NECESSARY BY THE CONTRACTING

OFFICER. ALL REMOVABLE CURBS DAMAGED CONSTRUCTION SHALL BE REPLACED AT THE

CONTRACTORS EXPENSE.

18. FOR UTILITY LOCATIONS CALL OKIE #1-800-522-OKIE.

(THESE NOTES OVERRIDE THE SPECIFICATIONS):

1. WRITTEN (MATOC) SPECIFICATIONS ARE ISSUED UNDER A SEPARATE COVER

AND ARE COMPLIMENTARY TO THIS PACKAGE OF DRAWINGS. TOGETHER THEY

FORM A COMPLETE SET. REFER TO THE DRAWINGS FOR SPECIFICATION NOTES

AND ADDITIONAL SPECIFICATION INFORMATION.

2. THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE SPECIFICATIONS.

3. CONCRETE FOR SIDEWALKS, CURBS AND GUTTERS, STRUCTURES, FOOTINGS,

AND PAVEMENT SHALL HAVE A MINIMUM 28-DAY STRENGTH OF 4,000PSI AND

SHALL HAVE 4.5%-7.5% ENTRAINED AIR.

4. IRRIGATION SYSTEM SHALL MATCH THE EXISTING BRAND AND TYPE OF THE

IN-PLACE SYSTEM IN SO MUCH AS POSSIBLE. CONTRACTOR SHALL TIE INTO

EXISTING IRRIGATION SYSTEM USING AN EXISTING ZONE.

SPECIFICATION NOTES:

OKLAHOMA AIR NATIONAL GUARD

YZEU232004 - CONSTRUCT SIDEWALK - SW 58TH STREET

G-100

06/14/2023

SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

DATEREV. DESCRIPTION

REVISIONS

SEAL:

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OKC (405) 840-5032

800-522-OKIE (6543)

OKLAHOMA

ONE-CALL

SYSTEM, INC.

TULSA (918) 732-OKIE (6543)

THESE NUMBERS ARE TO BE USED

FOR INFORMATION ON THE LOCATION

OF ALL UNDERGROUND UTILITIES.

CONTACT THESE NUMBERS PRIOR

TO ANY EXCAVATION.

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AutoCAD SHX Text X

X

8% max.

8% max.

8% max.

8% max.

8% max.

m a x x

Water FH

GAS

SS

EL

XFORMER

x

8% max.

8% max.

SCV

8% max.

x

8% max.

8% max.

OKLAHOMA AIR NATIONAL GUARD

YZEU232004 - CONSTRUCT SIDEWALK - SW 58TH STREET

C-101

06/14/2023

SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

DATEREV. DESCRIPTION

REVISIONS

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OKC (405) 840-5032

800-522-OKIE (6543)

OKLAHOMA

ONE-CALL

SYSTEM, INC.

TULSA (918) 732-OKIE (6543)

THESE NUMBERS ARE TO BE USED

FOR INFORMATION ON THE LOCATION

OF ALL UNDERGROUND UTILITIES.

CONTACT THESE NUMBERS PRIOR

TO ANY EXCAVATION.

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SW 58TH Street

Minute Man Drive

AutoCAD SHX Text SW 58th STREET

MINUTE MAN DRIVE

8% max.

Water FH

GAS

SS

EL

XFORMER

Existing Crosswalk

6" Curb

Detectable Warning Surface

Existing Bollard Sleves

A

A

Existing Crosswalk

Detectable Warning Surface

Existing Grass Surface x x

8% max.

8% max.

OKLAHOMA AIR NATIONAL GUARD

YZEU232004 - CONSTRUCT SIDEWALK - SW 58TH STREET

C-102

06/14/2023

SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

DATEREV. DESCRIPTION

REVISIONS

SEAL:

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OKC (405) 840-5032

800-522-OKIE (6543)

OKLAHOMA

ONE-CALL

SYSTEM, INC.

TULSA (918) 732-OKIE (6543)

THESE NUMBERS ARE TO BE USED

FOR INFORMATION ON THE LOCATION

OF ALL UNDERGROUND UTILITIES.

CONTACT THESE NUMBERS PRIOR

TO ANY EXCAVATION.

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LIGHT BROOM FINISH

PERPENDICULAR TO

DIRECTION OF TRAVEL

4" CONCRETE; 4000 psi.minimum

EXIST. CURB

AND GUTTER

¾" EXPANSION JOINT

3" OF 1 1/2" CRUSHER RUN OR

3" OF 3/8" ROCK SCREENINGS (Min.)

COMPACT SUBGRADE TO 95% STD. PROCTOR DENSITY.

N.T.S.

TYP. SECTION 6' WIDE CONCRETE SIDWALK

C-301

1.00% Min / 1.50% MAX CROSS SLOPE

6'

SOLID SLAB SOD TO BE PLACED

AROUND ALL DISTURBED AREAS

OF NEW CONSTRUCTION A MIN.

OF 5'

1'

N.T.S.

SIDEWALK DETAILS

12'X16' GRID

DEFORMED #3 BAR

CONTRACTION JOINT

EXPANSION JOINT (EJ)

SECTION

1/2"

SILICONE

JOINT SEALANT

(ASTM 5893)

OR COMAPTIBLE

PREMOLDED EXPANSION

JOINT FILLER

1/8" R

WHERE ABUTTING BUILDING, OTHER STRUCTURES

AND AT 75' MAX. OR OTHERWISE NOTED.

C-301

SEE TYPICAL SECTION THIS SHEET

MAXIMUM CONTRACTION JOINT SPACING 7'-0"

1/8"

M

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TYP.

TYP.

DETECTABLE WARNING SURFACE

(REFER CITY OF OKC DETAILS)

EXP. JT. (TYP.)

N.T.S.

C-302

TYPICAL RAMP DETAIL (SW 58th ST.)

EXIST. CURB & GUTTER

6'

0"-6"

CURB

8.33%

MAX.

M A

X

6'

6' CONCRETE SIDEWALK

8% max. 8% max.

A A

8% max.

x x

6'

Ramp

60" min.

Ramp

60" min.

Varies

8'

N.T.S.

C-302

RAMP DETAIL (SW 58th ST.)

Varies

SECTION A-A

PARALLEL CURB RAMP

Detectable Warning Surface

" Expansion Material (Typ.) All Ramps

Detectable Warning Surface

OKLAHOMA AIR NATIONAL GUARD

YZEU232004 - CONSTRUCT SIDEWALK - SW 58TH STREET

C-501

DETAILS

06/14/2023

SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

DATEREV. DESCRIPTION

REVISIONS

SEAL:

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OKC (405) 840-5032

800-522-OKIE (6543)

OKLAHOMA

ONE-CALL

SYSTEM, INC.

TULSA (918) 732-OKIE (6543)

THESE NUMBERS ARE TO BE USED

FOR INFORMATION ON THE LOCATION

OF ALL UNDERGROUND UTILITIES.

CONTACT THESE NUMBERS PRIOR

TO ANY EXCAVATION.

VARIES - SEE PLAN