35 percent Design PDF.pdf

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I T

ENLARGED SITE PLAN

712 TEXAS ST. SHREVEPORT, LOUISIANA 71101

WORK 318-673-9980 FAX 318-673-9982

PRELIMINARY

NOT FOR

CONSTRUCTION

DRAWING INDEX

ARCHITECTURAL

ABBREVIATIONS

MATERIAL INDEX

SYMBOLS LEGEND

A1

A2.1

A3.1

MECHANICAL

MD1.1

M1.1

ED1.1

ES1.1

E1.1

ELECTRICAL

A4.1

A5.1

A6.1

A7.1

A8.1

A9.1

CIVIL

C1.2

C2.1

C2.2

C2.3

C3.1

STRUCTURAL

S1.1

M1.2

M2.1

E2.1

C3.2

DEMOLITION SITE PLAN

WORK 318-673-9980 FAX 318-673-9982

PRELIMINARY

NOT FOR

CONSTRUCTION

WORK 318-673-9980 FAX 318-673-9982

PRELIMINARY

NOT FOR

CONSTRUCTION

DEMOLITION PLAN

PROPOSED PLAN

GENERAL NOTES

DEMOLITION NOTES

CONSTRUCTION NOTES

WALL TYPE LEGEND

WALL TYPES:

PRELIMINARY

NOT FOR

CONSTRUCTION

EAST ELEVATION

WEST ELEVATION

NORTH ELEVATION SOUTH ELEVATION

DOOR AND FRAME ELEVATIONS

ROOM FINISH SCHEDULE

DOOR REFERENCE SCHEDULE

DOOR REFERENCE LEGEND

712 TEXAS ST. SHREVEPORT, LOUISIANA 71101

WORK 318-673-9980 FAX 318-673-9982

PRELIMINARY

NOT FOR

CONSTRUCTION

HEAD

JAMB

ELEVATION

ACCESSORY HEIGHTS

TYPICAL ADA GRAB BAR MOUNTING DETAILS TOILET ROOM SIGNAGE

RESTROOM

712 TEXAS ST. SHREVEPORT, LOUISIANA 71101

WORK 318-673-9980 FAX 318-673-9982

PRELIMINARY

NOT FOR

CONSTRUCTION

ELEVATION

ELEVATION

SERVICE COUNTER SECTION

STORAGE SECTION PLAN

GEAR BAG STORAGE SECTION

M-4 STORAGE SECTION

PRELIMINARY

NOT FOR

SECTION

PRELIMINARY

NOT FOR

CONSTRUCTION

DEMOLITION REFLECTED CEILING PLAN

REFLECTED CEILING PLAN

DEMOLITION NOTES

TYP. WALL TO CEILING

TYP. INSTALLATION DETAILS

HOLD DOWN CLIP DETAIL

PLAN LEGEND:

GENERAL NOTES

SECTION

PRELIMINARY

NOT FOR

ROOF PLAN

THESE DRAWINGS DO NOT INCLUDE NECESSARY

COMPONENTS FOR CONSTRUCTION SAFETY.

18-165

ENGINEER:

LICENSE NO.

CONSULTING ENGINEERS

3003 KNIGHT STREET, SUITE 120

SHREVEPORT, LOUISIANA 71105

phone: 318-425-7452 fax: 318-425-4622 www.AFJMc.com

COPYRIGHT NOTICE:

THIS ENGINEERING DRAWING SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH AFJMC. NO

OTHER USE DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF AFJMC.

ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.

NOT TO BE USED FOR

CONSTRUCTION,

BIDDING,

RECORDATION,

CONVEYANCE, SALES,

OR AS THE BASIS FOR

THE ISSUANCE OF A

PERMIT

PRELIMINARY

MARK W. SNOW, P.E.

24203

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EXIST. ELEC. BOX

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EXISTING CONC. WALK

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EXISTING WROUGHT IRON FENCE

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EXISTING PARKING

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EXISTING FENCE

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EXISTING WROUGHT IRON FENCE

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EXIST. ELEC. BOX

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EXISTING CONC. WALK

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EXISTING CONC. WALK

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EXISTING PARKING

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EXISTING CANOPY

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EXISTING SOD

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EXIST. M.H.

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EXISTING SOD

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EXIST. L.P.

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EXIST. L.P.

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EXIST. L.P.

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EXIST. M.H.

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EXISTING SOD

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EXISTING SOD

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EXISTING CONC. WALK

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BUILDING

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EXISTING CONC. WALK

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RE-LOCATED WROUGHT IRON FENCE

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EXISTING SOD

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NEW SOD

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EXIST. VISITOR CENTER

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EXIST. PARKING

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EXIST. L.P.

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EXISTING UTILITY STRUCTURE

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EXISTING S.S. M.H.

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EXISTING LIFT STATION

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RE-LOCATED GATE

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GRAPHIC SCALE : 1"= 10'

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GEOMETRIC SITE AND PAVEMENT MARKINGPLAN

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Facility Number

AutoCAD SHX Text Project Number

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PROJECT TITLE

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SHEET

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SHEET TITLE

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OF

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REVISION

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BY/DATE

AutoCAD SHX Text Designer

AutoCAD SHX Text Drafter

AutoCAD SHX Text Project Manager

AutoCAD SHX Text Date

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DESIGN FIRM

AutoCAD SHX Text Engineer

AutoCAD SHX Text Pavements

AutoCAD SHX Text Engineer

AutoCAD SHX Text Corrosion

AutoCAD SHX Text Protective

AutoCAD SHX Text Engineer

AutoCAD SHX Text Coating Engr.

AutoCAD SHX Text Fire Chief

AutoCAD SHX Text Operations

AutoCAD SHX Text Chief of

AutoCAD SHX Text Construction

AutoCAD SHX Text Roofing

AutoCAD SHX Text Management

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COORDINATION

AutoCAD SHX Text Computers

AutoCAD SHX Text Engineer

AutoCAD SHX Text Systems

AutoCAD SHX Text Security

AutoCAD SHX Text Police

AutoCAD SHX Text Security

AutoCAD SHX Text Bioenvironmental

AutoCAD SHX Text Airfield

AutoCAD SHX Text Safety

AutoCAD SHX Text Ground

AutoCAD SHX Text Manager

AutoCAD SHX Text Communication

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APPROVED

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SIGNATURE

AutoCAD SHX Text Chief of

AutoCAD SHX Text Engineering

AutoCAD SHX Text Design

AutoCAD SHX Text Chief of

AutoCAD SHX Text Contracting

AutoCAD SHX Text User

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text Engineer

AutoCAD SHX Text Civil

AutoCAD SHX Text Air Force Base

AutoCAD SHX Text Barksdale

AutoCAD SHX Text Louisiana

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DESIGN FIRM

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JANUARY, 2019

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RKC

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TITLE 1-A 15%%%

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6 NOV 2018

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MWS

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ADF

AutoCAD SHX Text B1512

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OPP. NO. 1072069

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BARKSDALE AIR FORCE

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BASE, LOUISIANA 71110

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CONSTRUCT VCC EXPANSION

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BUILDING 1512

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TITLE 1-B 35%%%

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29 JAN 2019

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UNDERGROUND ELECTRIC

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WATER LINE

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GRAVEL SURFACE

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WATER FAUCET

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%%ULEGEND

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UNDERGROUND TELEPHONE

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SIGN

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EXISTING

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PED.

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PH.

AutoCAD SHX Text L.P.

AutoCAD SHX Text P.P.

AutoCAD SHX Text C.O.

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SIZE & TYPE

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BUILDING

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ASPHALT SURFACE

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CONCRETE SURFACE

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FENCE

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STORM DRAIN

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AERIAL POWER LINE

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SANITARY SEWER

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SPOT ELEVATION

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WATER VALVE

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GUY WIRE

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CLEAN OUT

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POWER POLE

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LIGHT POLE

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PHONE PEDESTAL

AutoCAD SHX Text W.F.

AutoCAD SHX Text 160.00

AutoCAD SHX Text W.V.

AutoCAD SHX Text 160.00

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SIZE & TYPE

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TED W. MEYER

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NEW

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REMOVED

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TO BE

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CONTOURS

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AutoCAD SHX Text COORDINATES ARE BASED ON LOUISIANA STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 1983.

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ELEVATIONS ARE BASED UPON NAVD 88.

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GENERAL NOTES

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AutoCAD SHX Text 3.

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CONSTRUCTION BARRELS AND MARKERS SHALL BE

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USED IN ACCORDANCE WITH M.U.T.C.D. AND BASE

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ENGINEERING REQUIREMENTS OR AS DIRECTED BY THE BASE

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ENGINEER WHEN CONSTRUCTION ACTIVITY OCCURS

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ADJACENT TO ROADS.

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THE CONTRACTOR MUST ASSURE THAT ADJACENT

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ROADWAYS, ROAD SHOULDERS AND ASSOCIATED

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DITCHES ARE MAINTAINED FOR SAFE TRAVEL AND

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MUST TAKE IMMEDIATE ACTION TO REMOVE

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DEBRIS, MUD, AND OTHER UNSAFE ITEMS FROM

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ROADWAY, SHOULDER OR DITCHES.

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THE CONTRACTOR IS TO PROTECT ALL EXISTING UTILITIES

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AND ADJACENT PROPERTY AT ALL TIMES AND

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REPAIRING ANY DAMAGE AT HIS EXPENSE TO THE

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SATISFACTION OF THE UTILITY OR PROPERTY OWNER.

AutoCAD SHX Text 5.

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CONTRACTOR SHALL CLEAR AND GRUB AS REQUIRED FOR CONSTRUCTION OF THE PROJECT.

AutoCAD SHX Text 6.

AutoCAD SHX Text ALL TRENCH, DRAINAGE STRUCTURE AND OTHER EXCAVATIONS SHALL BE MADE IN STRICT ACCORDANCE WITH OSHA REGULATIONS AND OTHER APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS, CODES AND ORDINANCES.

AutoCAD SHX Text 7.

AutoCAD SHX Text 8.

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CONTRACTOR SHALL POTHOLE AND VERIFY DEPTH OF

AutoCAD SHX Text 10.

AutoCAD SHX Text UTILITIES WERE PLOTTED FROM RECORD DRAWINGS PROVIDED BY THE THE AIR FORCE. EXISTING UTILITIES SHOWN IN THESE PLANS ARE APPROXIMATE LOCATIONS, DEPTHS, AND SIZES OF KNOWN UTILITIES. VERIFICATION WAS PERFORMED AS BEST AS POSSIBLE USING SURFACE FEATURES COLLECTED DURING THE TOPOGRAPHIC SURVEY. HOWEVER, DISCREPANCIES MAY OCCUR DUE TO UNKNOWN UNDERGROUND FEATURES. CONTRACTOR SHALL VERIFY OR HAVE VERIFIED BY BARKSDALE, AFB PERSONNEL, ALL UTILITIES PRIOR TO DIGGING. CONTRACTOR SHALL EXERT EXTREME CAUTION WHILE DIGGING IN ORDER TO PREVENT DAMAGE TO UTILITIES, KNOWN OR UNKNOWN, THAT ARE TO REMAIN. DAMAGE TO EXISTING UTILITIES TO REMAIN RESULTING FROM CONTRACTOR ACTION SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.

AutoCAD SHX Text

OF ALL UTILITY CROSSINGS OF WATER LINES TO ASSURE

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ADEQUATE CLEARANCE. NOTIFY ENGINEER SO GRADE

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ADJUSTMENTS CAN BE MADE IN ADVANCE IF CONFLICT OCCURS.

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NEW WATER MAINS SHALL HAVE 5'-0" MIN. DEPTH OF

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SHEETS FOR SPECIFIC DEPTHS ALONG WATER MAIN BASELINE.

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COVER UNLESS NOTED OTHERWISE. SEE PLAN AND PROFILE

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AERIAL TELEPHONE LINE

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BOLLARD

AutoCAD SHX Text 9.

AutoCAD SHX Text P.I.V.

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POST INDICATOR VALVE

AutoCAD SHX Text THE CONTRACTOR SHALL DEVELOP A STORMWATER POLLUTION PREVENTION PLAN (SWP3) FOR CONSTRUCTION ACTIVITY. THE CONTRACTOR WILL BE REQUIRED TO IMPLEMENT THE CONDITIONS OF THE SWP3 AND THE LOUISIANA DEPARTMENT OF ENVIRONMENTAL QUALITY CONSTRUCTION ACTIVITY GENERAL PERMIT REQUIREMENTS.

AutoCAD SHX Text 11.

AutoCAD SHX Text PRIOR TO ANY TEMPORARY ROAD CLOSURE NECESSARY FOR WATER LINE CONSTRUCTION, CONTRACTOR SHALL OBTAIN PERMISSION AND/OR CLEARANCE FROM THE BASE FIRE DEPARTMENT, SECURITY FORCES AND THE BASE CIVIL ENGINEER. APPROVAL FROM EACH ENTITY MUST BE OBTAINED PRIOR TO CLOSURE.

AutoCAD SHX Text C1.2

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%%UQUESTIONS

AutoCAD SHX Text 1.

AutoCAD SHX Text DO WE WANT TO ADD ADDITIONAL LIGHT POLES OR IS EXISTING LIGHT COVERAGE ACCEPTIBLE.

AutoCAD SHX Text 2.

AutoCAD SHX Text DO WE WANT TO REMOVE PARKING SPACES TO IMPLEMENT ANTI TERRORISM FORCE PROTECTION REQUIREMENTS?

AutoCAD SHX Text 3.

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IS EXISTING LIFT STATION TO REMAIN OR WOULD AIR FORCE WANT IT RELOCATED?

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SEE QUESTION 2

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4" PAVEMENT MARKING PAINTED YELLOW (TYP.)

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4" DIAGONAL PAVEMENT MARKING PAINTED BLUE

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INTERNATIONAL HANDICAP SYMBOL

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4" DIAGONAL PAVEMENT MARKING PAINTED YELLOW

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WHEELSTOP

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(TYP.)

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HANDICAP SIGN

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AutoCAD SHX Text C204

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CURB AND GUTTER

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(TYP.)

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AutoCAD SHX Text C2.1

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CONCRETE PAVEMENT

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AutoCAD SHX Text C2.1

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SIDEWALK

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AutoCAD SHX Text C2.1

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SIDEWALK

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2" WATER LINE

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4" SANITARY SEWER LINE

THESE DRAWINGS DO NOT INCLUDE NECESSARY

COMPONENTS FOR CONSTRUCTION SAFETY.

18-165

ENGINEER:

LICENSE NO.

CONSULTING ENGINEERS

3003 KNIGHT STREET, SUITE 120

SHREVEPORT, LOUISIANA 71105

phone: 318-425-7452 fax: 318-425-4622 www.AFJMc.com

COPYRIGHT NOTICE:

THIS ENGINEERING DRAWING SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH AFJMC. NO

OTHER USE DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF AFJMC.

ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.

NOT TO BE USED FOR

CONSTRUCTION,

BIDDING,

RECORDATION,

CONVEYANCE, SALES,

OR AS THE BASIS FOR

THE ISSUANCE OF A

PERMIT

PRELIMINARY

MARK W. SNOW, P.E.

24203

AutoCAD SHX Text

PAVEMENT DETAILS

AutoCAD SHX Text %%uJOINT DETAIL NOTES

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1. REASONABLE TOLERANCE TO ALL DIMENSIONS WILL BE ALLOWED.

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2. SEE PLAN & PROFILE AND INTERSECTION SHEET FOR LOCATION OF JOINTS AND PAVEMENT TYPE.

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3. ON TYPE E.J. JOINTS, ARC WELD ALTERNATE ENDS OF DOWEL BARS TO DOWEL BASKETS

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AND PLACE EXPANSION TUBES ON ALTERNATE ENDS OF DOWEL BARS. PAINT ENTIRE

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DOWEL AND GREASE 1/2 OF DOWEL.

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4. TYPE LJ, DJ, OR CJ MAY BE FORMED AND SEALED BY ANY OF THE FOLLOWING METHODS

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LISTED BELOW. ALL JOINTS SHALL BE FORMED OR SAW CUT TO THE DEPTH SHOWN IN

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TABLE 1, AND SHALL BE CLEANED IMMEDIATELY PRIOR TO SEALING.

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a. WHEN JOINTS ARE FORMED WITH A REMOVABLE FORMING DEVICE, JOINTS

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SHALL BE SEALED WITH A SILICON SEALANT (DOW 888 OF APPROVED EQUAL).

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THE SEALANT RESERVOIR SHALL BE SAW CUT TO THE REQUIRED WIDTH

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AND DEPTH. (SEE JOINT SEALANT DETAIL A.)

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b. WHEN JOINTS ARE FORMED BY SAWING, THE INITIAL CUT SHALL BE SAWED

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5. EXCEPT AS NOTED BELOW, DOWEL BARS AND TIE BARS SHALL BE HELD IN PLACE BY

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SUPPORTS SIMILAR TO THE ONES SHOWN OR APPROVED EQUALS. APPROVED MECHANICAL

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PLACEMENT OF DOWEL BARS AND TIE BARS WILL BE ALLOWED WITH ALL PAVING METHODS.

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WHEN DOWEL BAR BASKETS ARE USED, SPACER WIRES THAT SPAN ACROSS JOINT SHALL

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BE CUT AND REMOVED AFTER STAKING BASKETS ARE IN PLACE.

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6. INSTALL FILTER CLOTH UNDER ALL DJ, CJ, AND EJ JOINTS WHEN CONCRETE PAVEMENT IS

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PLACED ON UNSTABILIZED OR UNTREATED BASE COURSE OR SUBBASES. WHEN DOWEL BARS ARE

AutoCAD SHX Text MECHANICALLY IMPLANTED THE FILLER CLOTH SHALL BE ANCHORED TO THE BASE COURSE WITH PINS.

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7. TRANSVERSE EXPANSION JOINTS ARE NOT TO BE USED FOR CONSTRUCTION JOINTS.

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8. WHEN PLASTIC OR EPOXY COATED DOWEL BARS ARE USED, THE DOWEL BARS SIZE MAY

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BE REDUCED 1/8 INCH.

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9. JOINT DETAILS ARE BASED ON L.A.D.O.T.D. STANDARD PLAN DETAILS NO. CP-O1,

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DATED FEB. 26, 1987. SOME MODIFICATIONS HAVE BEEN MADE.

AutoCAD SHX Text %%uFREE EXPANSION JOINT

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AutoCAD SHX Text %%uBUILDING OR STRUCTURE FREE EXPANSION JOINT

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AutoCAD SHX Text 1/2"

AutoCAD SHX Text 1/4"%%p1/16"

AutoCAD SHX Text 7/16"

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SILICON SEALER

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POLYETHYLENE

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BACKING MATERIAL

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3/8" REMOVABLE

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FORMING DEVICE

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(DOW 888 OR APPROVED EQUAL)

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(DOW 888 OR APPROVED EQUAL)

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POLYETHYLENE

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BACKING MATERIAL

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SILICON SEALER

AutoCAD SHX Text 1/4"%%p1/16"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 7/16"

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1/8 SAW CUT

AutoCAD SHX Text %%uJOINT SEALANT DETAILS

AutoCAD SHX Text %%uDETAIL A

AutoCAD SHX Text %%uDETAIL B

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SPACER WIRE 5

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(MAX. DIA 0.177")

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6 FILTER

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CLOTH

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WHEN DOWEL BASKET IS USED

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ON SAND BASE, SUPPORT WITH

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9 SQ. IN. (MIN.) SAND PLATE

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LEG CHAIRS

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(DIA. 0.306")

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3 SPOT WELD

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SMOOTH

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DOWEL BAR

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AutoCAD SHX Text 6 5/8"

AutoCAD SHX Text 1/4"%%p1/16"

AutoCAD SHX Text 1/8" R.

AutoCAD SHX Text 1'-6"

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SILICON

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SEALANT

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SURFACE OF

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PAVEMENT

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DOWEL BAR

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STOP

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3 EXPANSION

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TUBE

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SPACE BAR

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(DIA. 0.306")

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PREMOLDED

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JOINT FILLER

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PIN BASKET

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TO BASE COURSE

AutoCAD SHX Text %%uTRANSVERSE EXPANSION JOINT

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SEE TABLE 1

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POLYETHYLENE

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BACKING MATERIAL

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9 SQ. IN. (MIN.) SAND PLATE

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ON SAND BASE, SUPPORT WITH

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WHEN DOWEL BASKET IS USED

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CLOTH

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6 FILTER

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DOWEL BAR

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(MAX. DIA 0.177")

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SPACER WIRE 5

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3 SPOT WELD

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(DIA. 0.306")

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LEG CHAIRS

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SMOOTH

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TO BASE COURSE

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(DIA. 0.306")

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PIN BASKET

AutoCAD SHX Text

SPACE BAR

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

SURFACE OF

AutoCAD SHX Text %%uTRANSVERSE DUMMY JOINT

AutoCAD SHX Text

AutoCAD SHX Text 9"

AutoCAD SHX Text 9"

AutoCAD SHX Text

4 JOINT SEALER

AutoCAD SHX Text

4 JOINT FORMING

AutoCAD SHX Text

DEVICE

AutoCAD SHX Text

1/2 GREASED

AutoCAD SHX Text

3 PAINTED AND

AutoCAD SHX Text

SEE TABLE 1

AutoCAD SHX Text %%uOR CONSTRUCTION JOINT

AutoCAD SHX Text %%uLONGITUDINAL DUMMY JOINT

AutoCAD SHX Text

SEE TABLE 1

AutoCAD SHX Text

AutoCAD SHX Text T/2 %%p 1/2"

AutoCAD SHX Text T

AutoCAD SHX Text

DEVICE

AutoCAD SHX Text

5 JOINT FORMING

AutoCAD SHX Text

4 JOINT SEALER

AutoCAD SHX Text

SURFACE OF

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

SEE JOINT

AutoCAD SHX Text

SEALANT DETAILS

AutoCAD SHX Text

SEALANT DETAILS

AutoCAD SHX Text

SEE JOINT

AutoCAD SHX Text T/2 %%p 1/2"

AutoCAD SHX Text 3"

AutoCAD SHX Text 4"

AutoCAD SHX Text T/2 %%p 1/2"

AutoCAD SHX Text

TYPE CJ ONLY

AutoCAD SHX Text

AutoCAD SHX Text

PREMOLDED

AutoCAD SHX Text

JOINT FILLER

AutoCAD SHX Text

SILICON

AutoCAD SHX Text

PREMOLDED

AutoCAD SHX Text

JOINT FILLER

AutoCAD SHX Text

WITH A 1/8" MINIMUM WIDTH BLADE. SAWING SHALL COMMENCE AS SOON AS

AutoCAD SHX Text

CONCRETE HAS HARDENED SUFFICIENTLY TO PERMIT CUTTING THE CONCRETE

AutoCAD SHX Text

WITHOUT CHIPPING, SPALLING OR TEARING AND SHALL BE COMPLETED PRIOR

AutoCAD SHX Text

TO DEVELOPMENT OF RANDOM CRACKING. THE SEALANT RESERVOIR MAY BE SAW

AutoCAD SHX Text

CUT TO THE REQUIRED WIDTH AND DEPTH SIMULTANEOUSLY WITH THE FIRST CUT

AutoCAD SHX Text

OR AT ANY TIME LATER. JOINTS SHALL BE SEALED WITH DOW 888 SILICON SEALANT

AutoCAD SHX Text

OR APPROVED EQUAL. (SEE JOINT DETAIL SEALANT DETAIL B.)

AutoCAD SHX Text 1/8" R.

AutoCAD SHX Text

POLYETHYLENE

AutoCAD SHX Text

BACKING MATERIAL

AutoCAD SHX Text

SILICON

AutoCAD SHX Text

POLYETHYLENE

AutoCAD SHX Text

BACKING MATERIAL

AutoCAD SHX Text 1/8" R.

AutoCAD SHX Text 1/4"%%P1/16"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text

JOINT SEALANT

AutoCAD SHX Text

JOINT SEALANT

AutoCAD SHX Text

DEFORMED TIE BAR

AutoCAD SHX Text T

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 2"

AutoCAD SHX Text 24"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text T

AutoCAD SHX Text 1.25T

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 2"

AutoCAD SHX Text 24"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GEOTEXTILE FABRIC.

AutoCAD SHX Text

AGGREGATE BASE COURSE (6" THICK COMPACTED TO 95%%%

AutoCAD SHX Text

MAX DENSITY IN ACCORDANCE W/ ASTM D 1557.

AutoCAD SHX Text

AutoCAD SHX Text COMPACT TOP 8" OF SUBGRADE & ALL SELECT FILL MATERIAL TO 90% MAX. DENSITY IN ACCORDANCE W/ ASTM D 1557.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

%%UCONCRETE PAVEMENT

AutoCAD SHX Text

PAVEMENT STRUCTURE NOTES:

AutoCAD SHX Text C201

AutoCAD SHX Text

AutoCAD SHX Text

4000 PSI PORTLAND CEMENT CONCRETE PAVEMENT (6" THICK)

AutoCAD SHX Text 1"

AutoCAD SHX Text 4"

AutoCAD SHX Text

AS REQUIRED

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

AT BUILDING

AutoCAD SHX Text

CONTRACTION JOINT

AutoCAD SHX Text

JOINT SPACING TO

AutoCAD SHX Text

MATCH SIDEWALK WIDTH

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 1/8"R.

AutoCAD SHX Text 1/4"

AutoCAD SHX Text

JOINT FILLER

AutoCAD SHX Text

PREMOLDED

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

EXPANSION

AutoCAD SHX Text

JOINT SEALANT

AutoCAD SHX Text 1/8"R.

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

BUILDING FACE

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

32' O.C. MAX.

AutoCAD SHX Text 1/8"R.

AutoCAD SHX Text

PREMOLDED

AutoCAD SHX Text

EXPANSION

AutoCAD SHX Text

JOINT FILLER

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

COMPACTED TO 90% MAX. DENSITY

AutoCAD SHX Text

2" SAND BASE ON SUBGRADE

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

NOTE: ALL SIDEWALKS TO BE REINFORCED WITH

AutoCAD SHX Text

6" X 6", NO. 10 X 10 GA. W.W.F.

AutoCAD SHX Text

SIDEWALK DETAILS

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

AutoCAD SHX Text C201

AutoCAD SHX Text 1/2

AutoCAD SHX Text 3/4

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1-1/2

AutoCAD SHX Text 2-1/2

AutoCAD SHX Text 3/4

AutoCAD SHX Text Length

AutoCAD SHX Text

DEF. TIE BARS

AutoCAD SHX Text

(ALL DIMENSIONS ARE IN INCHES)

AutoCAD SHX Text

THICKNESS

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text "T"

AutoCAD SHX Text

SMOOTH DOWEL

AutoCAD SHX Text Spacing

AutoCAD SHX Text Size

AutoCAD SHX Text Length

AutoCAD SHX Text

BARS

AutoCAD SHX Text Size

AutoCAD SHX Text

TABLE I

AutoCAD SHX Text %%P1/4"

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

OF JOINT

AutoCAD SHX Text Spacing

AutoCAD SHX Text %%P1/4"

AutoCAD SHX Text

DJ & CJ

AutoCAD SHX Text %%P1/4"

AutoCAD SHX Text

KEYWAY

AutoCAD SHX Text L.J.

AutoCAD SHX Text A

AutoCAD SHX Text %%P1/4"

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Facility Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text

PROJECT TITLE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

OF

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

BY/DATE

AutoCAD SHX Text Designer

AutoCAD SHX Text Drafter

AutoCAD SHX Text Project Manager

AutoCAD SHX Text Date

AutoCAD SHX Text

DESIGN FIRM

AutoCAD SHX Text Engineer

AutoCAD SHX Text Pavements

AutoCAD SHX Text Engineer

AutoCAD SHX Text Corrosion

AutoCAD SHX Text Protective

AutoCAD SHX Text Engineer

AutoCAD SHX Text Coating Engr.

AutoCAD SHX Text Fire Chief

AutoCAD SHX Text Operations

AutoCAD SHX Text Chief of

AutoCAD SHX Text Construction

AutoCAD SHX Text Roofing

AutoCAD SHX Text Management

AutoCAD SHX Text

COORDINATION

AutoCAD SHX Text Computers

AutoCAD SHX Text Engineer

AutoCAD SHX Text Systems

AutoCAD SHX Text Security

AutoCAD SHX Text Police

AutoCAD SHX Text Security

AutoCAD SHX Text Bioenvironmental

AutoCAD SHX Text Airfield

AutoCAD SHX Text Safety

AutoCAD SHX Text Ground

AutoCAD SHX Text Manager

AutoCAD SHX Text Communication

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

SIGNATURE

AutoCAD SHX Text Chief of

AutoCAD SHX Text Engineering

AutoCAD SHX Text Design

AutoCAD SHX Text Chief of

AutoCAD SHX Text Contracting

AutoCAD SHX Text User

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text Engineer

AutoCAD SHX Text Civil

AutoCAD SHX Text Air Force Base

AutoCAD SHX Text Barksdale

AutoCAD SHX Text Louisiana

AutoCAD SHX Text

DESIGN FIRM

AutoCAD SHX Text

JANUARY, 2019

AutoCAD SHX Text

AutoCAD SHX Text

RKC

AutoCAD SHX Text

TITLE 1-A 15%%%

AutoCAD SHX Text

6 NOV 2018

AutoCAD SHX Text

MWS

AutoCAD SHX Text

ADF

AutoCAD SHX Text B1512

AutoCAD SHX Text

OPP. NO. 1072069

AutoCAD SHX Text

BARKSDALE AIR FORCE

AutoCAD SHX Text

BASE, LOUISIANA 71110

AutoCAD SHX Text

CONSTRUCT VCC EXPANSION

AutoCAD SHX Text

BUILDING 1512

AutoCAD SHX Text

TITLE 1-B 35%%%

AutoCAD SHX Text

29 JAN 2019

C2.1

THESE DRAWINGS DO NOT INCLUDE NECESSARY

COMPONENTS FOR CONSTRUCTION SAFETY.

18-165

ENGINEER:

LICENSE NO.

CONSULTING ENGINEERS

3003 KNIGHT STREET, SUITE 120

SHREVEPORT, LOUISIANA 71105

phone: 318-425-7452 fax: 318-425-4622 www.AFJMc.com

COPYRIGHT NOTICE:

THIS ENGINEERING DRAWING SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH AFJMC. NO

OTHER USE DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF AFJMC.

ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.

NOT TO BE USED FOR

CONSTRUCTION,

BIDDING,

RECORDATION,

CONVEYANCE, SALES,

OR AS THE BASIS FOR

THE ISSUANCE OF A

PERMIT

PRELIMINARY

MARK W. SNOW, P.E.

24203

AutoCAD SHX Text 4'-9"

AutoCAD SHX Text 3'-0 1/2"

AutoCAD SHX Text 1'-11 1/2"

AutoCAD SHX Text 1'-1"

AutoCAD SHX Text 1"

AutoCAD SHX Text 6"

AutoCAD SHX Text 1'-8 1/2"

AutoCAD SHX Text 13 1/2"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 21" R

AutoCAD SHX Text 1'-7"

AutoCAD SHX Text 11"

AutoCAD SHX Text 1'-3"

AutoCAD SHX Text 4"

AutoCAD SHX Text 4"

AutoCAD SHX Text 4"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 2'-3"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 5'-9"

AutoCAD SHX Text

PAINTED WHITE

AutoCAD SHX Text

SHADED AREA

AutoCAD SHX Text

%%UINTERNATIONAL HANDICAP SYMBOL

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

AutoCAD SHX Text

CONCRETE WHEEL STOP DETAILS

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

WITH GROUT (TYP)

AutoCAD SHX Text

RECESS ROD AND SEAL

AutoCAD SHX Text

%%UELEVATION

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 11 3/4"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 1'-2"

AutoCAD SHX Text 3'-8"

AutoCAD SHX Text 1'-2"

AutoCAD SHX Text 5"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 11 3/4"

AutoCAD SHX Text 5"

AutoCAD SHX Text 4 1/4"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

5/8"%%C ANCHOR

AutoCAD SHX Text

3/4" I.D. SLEEVE

AutoCAD SHX Text

3/4" I.D. SLEEVE FOR

AutoCAD SHX Text 5/8"x1'-6" ANCHOR RODS

AutoCAD SHX Text

RODS

AutoCAD SHX Text

%%UPLAN

AutoCAD SHX Text

%%UANCHOR ROD

AutoCAD SHX Text

%%UEND VIEW

AutoCAD SHX Text

AutoCAD SHX Text

2 1/2" DIA. POLE. PRIME AND PAINT POLE AND BACK OF SIGN

AutoCAD SHX Text

4 LB/FT U CHANNEL

AutoCAD SHX Text

(GALVANIZED) W/ SIGN

AutoCAD SHX Text

HARDWARE

AutoCAD SHX Text

%%UU CHANNEL

AutoCAD SHX Text

R7-8 MUTCD

AutoCAD SHX Text 12" x 18"

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

HANDICAP

AutoCAD SHX Text

%%UHANDICAP PARKING DETAIL

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text

CONCRETE CAP

AutoCAD SHX Text

6"%%C PIPE FILLED

AutoCAD SHX Text

SOLID W/ CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

FOOTING

AutoCAD SHX Text

PAINTED BARKSDALE BROWN

AutoCAD SHX Text 6"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

6" PIPE FILLEDSOLID WITH CONCRETE PAINT YELLOW

AutoCAD SHX Text

3' MIN

AutoCAD SHX Text

AutoCAD SHX Text

VAN ACCESSABLE

AutoCAD SHX Text

WHEN NECESSARY

AutoCAD SHX Text C202

AutoCAD SHX Text C202

AutoCAD SHX Text C202

AutoCAD SHX Text

MISCELLANEOUS DETAILS

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Facility Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text

PROJECT TITLE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

OF

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

BY/DATE

AutoCAD SHX Text Designer

AutoCAD SHX Text Drafter

AutoCAD SHX Text Project Manager

AutoCAD SHX Text Date

AutoCAD SHX Text

DESIGN FIRM

AutoCAD SHX Text Engineer

AutoCAD SHX Text Pavements

AutoCAD SHX Text Engineer

AutoCAD SHX Text Corrosion

AutoCAD SHX Text Protective

AutoCAD SHX Text Engineer

AutoCAD SHX Text Coating Engr.

AutoCAD SHX Text Fire Chief

AutoCAD SHX Text Operations

AutoCAD SHX Text Chief of

AutoCAD SHX Text Construction

AutoCAD SHX Text Roofing

AutoCAD SHX Text Management

AutoCAD SHX Text

COORDINATION

AutoCAD SHX Text Computers

AutoCAD SHX Text Engineer

AutoCAD SHX Text Systems

AutoCAD SHX Text Security

AutoCAD SHX Text Police

AutoCAD SHX Text Security

AutoCAD SHX Text Bioenvironmental

AutoCAD SHX Text Airfield

AutoCAD SHX Text Safety

AutoCAD SHX Text Ground

AutoCAD SHX Text Manager

AutoCAD SHX Text Communication

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

SIGNATURE

AutoCAD SHX Text Chief of

AutoCAD SHX Text Engineering

AutoCAD SHX Text Design

AutoCAD SHX Text Chief of

AutoCAD SHX Text Contracting

AutoCAD SHX Text User

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text Engineer

AutoCAD SHX Text Civil

AutoCAD SHX Text Air Force Base

AutoCAD SHX Text Barksdale

AutoCAD SHX Text Louisiana

AutoCAD SHX Text

DESIGN FIRM

AutoCAD SHX Text

JANUARY, 2019

AutoCAD SHX Text

AutoCAD SHX Text

RKC

AutoCAD SHX Text

TITLE 1-A 15%%%

AutoCAD SHX Text

6 NOV 2018

AutoCAD SHX Text

MWS

AutoCAD SHX Text

ADF

AutoCAD SHX Text B1512

AutoCAD SHX Text

OPP. NO. 1072069

AutoCAD SHX Text

BARKSDALE AIR FORCE

AutoCAD SHX Text

BASE, LOUISIANA 71110

AutoCAD SHX Text

CONSTRUCT VCC EXPANSION

AutoCAD SHX Text

BUILDING 1512

AutoCAD SHX Text

TITLE 1-B 35%%%

AutoCAD SHX Text

29 JAN 2019

C2.2

THESE DRAWINGS DO NOT INCLUDE NECESSARY

COMPONENTS FOR CONSTRUCTION SAFETY.

18-165

ENGINEER:

LICENSE NO.

CONSULTING ENGINEERS

3003 KNIGHT STREET, SUITE 120

SHREVEPORT, LOUISIANA 71105

phone: 318-425-7452 fax: 318-425-4622 www.AFJMc.com

COPYRIGHT NOTICE:

THIS ENGINEERING DRAWING SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH AFJMC. NO

OTHER USE DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF AFJMC.

ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.

NOT TO BE USED FOR

CONSTRUCTION,

BIDDING,

RECORDATION,

CONVEYANCE, SALES,

OR AS THE BASIS FOR

THE ISSUANCE OF A

PERMIT

PRELIMINARY

MARK W. SNOW, P.E.

24203

AutoCAD SHX Text 12"

AutoCAD SHX Text 1/2 Bc

AutoCAD SHX Text

4" MIN.

AutoCAD SHX Text HAND PLACED BACKFILL SHALL BE FINELY DIVIDED MATERIAL FREE FROM DEBRIS AND STONE.

AutoCAD SHX Text

TAMPED BACKFILL SHALL BE FINELY DIVIDED JOB EXCAVATED MATERIAL FREE FROM DEBRIS,

AutoCAD SHX Text STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES, 2006 EDITION, PARAGRAPH 1003.08(e)(2)

AutoCAD SHX Text

ALL PIPE, UNDER PAVEMENT OR STRUCTURES, RIGID OR SEMI-RIGID, SHALL BE COMPACTED

AutoCAD SHX Text

GRANULAR FILL TO BE CRUSHED STONE OR CRUSHED CONCRETE CONFORMING TO LOUISIANA

AutoCAD SHX Text

PIPE EMBEDMENT DETAILS - WATER, STORM AND SANITARY SEWER

AutoCAD SHX Text

TRENCH EXCAVATION TO COMPLY WITH OSHA REGULATIONS.

AutoCAD SHX Text 4"

AutoCAD SHX Text 1/6 Bc

AutoCAD SHX Text

ORGANIC MATERIAL AND STONES COMPACTED TO 95%%% MAXIMUM DENSITY AS DETERMINED

AutoCAD SHX Text

AS PER THE FOLLOWING GRADATION:

AutoCAD SHX Text

BY ASTM D 1557. GRANULAR FILL MAY BE SUBSTITUTED FOR ALL OR

AutoCAD SHX Text

PART OF TAMPED BACKFILL.

AutoCAD SHX Text

D = NOMINAL PIPE SIZE

AutoCAD SHX Text

H = BACKFILL COVER ABOVE

AutoCAD SHX Text Bc = OUTSIDE DIA. OF PIPE

AutoCAD SHX Text 40-85

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 0-15

AutoCAD SHX Text

%%UPERCENT PASSING

AutoCAD SHX Text

RIGID PIPE

AutoCAD SHX Text

BEDDING

AutoCAD SHX Text

MIN.

AutoCAD SHX Text D

AutoCAD SHX Text 95-100

AutoCAD SHX Text

SEMI-RIGID PIPE

AutoCAD SHX Text

BEDDING

AutoCAD SHX Text D

AutoCAD SHX Text

HDPE PIPE

AutoCAD SHX Text

LOCATOR TAPE

AutoCAD SHX Text H

AutoCAD SHX Text D + 2'-0"

AutoCAD SHX Text 18"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text D + 2'-0"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text 18"

AutoCAD SHX Text D

AutoCAD SHX Text 4"

AutoCAD SHX Text 12"

AutoCAD SHX Text 1/2 Bc

AutoCAD SHX Text

OR TOP GROUND

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

TAMPED BACKFILL

AutoCAD SHX Text

GRANULAR FILL

AutoCAD SHX Text

TOP OF PIPE

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

BEDDING

AutoCAD SHX Text

HAND PLACED BACKFILL

AutoCAD SHX Text

3/4 INCH

AutoCAD SHX Text

FULL DEPTH.

AutoCAD SHX Text

NO. 4

AutoCAD SHX Text

1 1/2 INCH

AutoCAD SHX Text

%%UU.S. SIEVE

AutoCAD SHX Text

BASE COURSE

AutoCAD SHX Text

UTILITY DETAILS

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Facility Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text

PROJECT TITLE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

OF

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

BY/DATE

AutoCAD SHX Text Designer

AutoCAD SHX Text Drafter

AutoCAD SHX Text Project Manager

AutoCAD SHX Text Date

AutoCAD SHX Text

DESIGN FIRM

AutoCAD SHX Text Engineer

AutoCAD SHX Text Pavements

AutoCAD SHX Text Engineer

AutoCAD SHX Text Corrosion

AutoCAD SHX Text Protective

AutoCAD SHX Text Engineer

AutoCAD SHX Text Coating Engr.

AutoCAD SHX Text Fire Chief

AutoCAD SHX Text Operations

AutoCAD SHX Text Chief of

AutoCAD SHX Text Construction

AutoCAD SHX Text Roofing

AutoCAD SHX Text Management

AutoCAD SHX Text

COORDINATION

AutoCAD SHX Text Computers

AutoCAD SHX Text Engineer

AutoCAD SHX Text Systems

AutoCAD SHX Text Security

AutoCAD SHX Text Police

AutoCAD SHX Text Security

AutoCAD SHX Text Bioenvironmental

AutoCAD SHX Text Airfield

AutoCAD SHX Text Safety

AutoCAD SHX Text Ground

AutoCAD SHX Text Manager

AutoCAD SHX Text Communication

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

SIGNATURE

AutoCAD SHX Text Chief of

AutoCAD SHX Text Engineering

AutoCAD SHX Text Design

AutoCAD SHX Text Chief of

AutoCAD SHX Text Contracting

AutoCAD SHX Text User

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text Engineer

AutoCAD SHX Text Civil

AutoCAD SHX Text Air Force Base

AutoCAD SHX Text Barksdale

AutoCAD SHX Text Louisiana

AutoCAD SHX Text

DESIGN FIRM

AutoCAD SHX Text

JANUARY, 2019

AutoCAD SHX Text

AutoCAD SHX Text

RKC

AutoCAD SHX Text

TITLE 1-A 15%%%

AutoCAD SHX Text

6 NOV 2018

AutoCAD SHX Text

MWS

AutoCAD SHX Text

ADF

AutoCAD SHX Text B1512

AutoCAD SHX Text

OPP. NO. 1072069

AutoCAD SHX Text

BARKSDALE AIR FORCE

AutoCAD SHX Text

BASE, LOUISIANA 71110

AutoCAD SHX Text

CONSTRUCT VCC EXPANSION

AutoCAD SHX Text

BUILDING 1512

AutoCAD SHX Text

TITLE 1-B 35%%%

AutoCAD SHX Text

29 JAN 2019

AutoCAD SHX Text C2.3

AutoCAD SHX Text

%%U END OF LINE

AutoCAD SHX Text %%u IN-LINE

AutoCAD SHX Text

EXTERIOR CLEANOUT DETAIL

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

4"-45%%D BEND

AutoCAD SHX Text

4" CAP

AutoCAD SHX Text 14"x 14"x 5"

AutoCAD SHX Text

4"-45%%D BEND

AutoCAD SHX Text

CONCRETE PAD

AutoCAD SHX Text

4" CAP

AutoCAD SHX Text 4"x 4" WYE

AutoCAD SHX Text

CONCRETE PAD

AutoCAD SHX Text 14"x 14"x 5"

AutoCAD SHX Text

4"-45%%D BEND

AutoCAD SHX Text

#5 REBAR ALL AROUND

AutoCAD SHX Text

#5 REBAR ALL AROUND

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

C2.3

THESE DRAWINGS DO NOT INCLUDE NECESSARY

COMPONENTS FOR CONSTRUCTION SAFETY.

18-165

ENGINEER:

LICENSE NO.

CONSULTING ENGINEERS

3003 KNIGHT STREET, SUITE 120

SHREVEPORT, LOUISIANA 71105

phone: 318-425-7452 fax: 318-425-4622 www.AFJMc.com

COPYRIGHT NOTICE:

THIS ENGINEERING DRAWING SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH AFJMC. NO

OTHER USE DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF AFJMC.

ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.

NOT TO BE USED FOR

CONSTRUCTION,

BIDDING,

RECORDATION,

CONVEYANCE, SALES,

OR AS THE BASIS FOR

THE ISSUANCE OF A

PERMIT

PRELIMINARY

MARK W. SNOW, P.E.

24203

AutoCAD SHX Text

EXIST. ELEC. BOX

AutoCAD SHX Text

EXISTING CONC. WALK

AutoCAD SHX Text

EXISTING WROUGHT IRON FENCE

AutoCAD SHX Text

EXISTING PARKING

AutoCAD SHX Text

EXISTING FENCE

AutoCAD SHX Text W I L B U R W R I G H T D R I V E

AutoCAD SHX Text

EXIST. ELEC. BOX

AutoCAD SHX Text

EXISTING CONC. WALK

AutoCAD SHX Text

EXISTING CONC. WALK

AutoCAD SHX Text

EXISTING PARKING

AutoCAD SHX Text

EXISTING CANOPY

AutoCAD SHX Text

EXISTING SOD

AutoCAD SHX Text

EXIST. M.H.

AutoCAD SHX Text

EXISTING SOD

AutoCAD SHX Text

EXIST. L.P.

AutoCAD SHX Text

EXIST. L.P.

AutoCAD SHX Text

EXIST. L.P.

AutoCAD SHX Text

EXIST. M.H.

AutoCAD SHX Text

EXISTING SOD

AutoCAD SHX Text

EXISTING SOD

AutoCAD SHX Text

EXISTING CONC. WALK

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

EXISTING CONC. WALK

AutoCAD SHX Text

RE-LOCATED WROUGHT IRON FENCE

AutoCAD SHX Text

EXISTING SOD

AutoCAD SHX Text

NEW SOD

AutoCAD SHX Text

EXIST. VISITOR CENTER

AutoCAD SHX Text

EXIST. PARKING

AutoCAD SHX Text

EXIST. L.P.

AutoCAD SHX Text

EXISTING UTILITY STRUCTURE

AutoCAD SHX Text

EXISTING S.S. M.H.

AutoCAD SHX Text C.O.

AutoCAD SHX Text

EXISTING LIFT STATION

AutoCAD SHX Text C.O.

AutoCAD SHX Text

RE-LOCATED GATE

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GRAPHIC SCALE : 1"= 10'

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AutoCAD SHX Text EROSION CONTROL MATTING ON STEEP SLOPES TO BE INSTALLED AS REQUIRED IN SITE GRADING PLAN OR AS DIRECTED BY ENGINEER.

AutoCAD SHX Text SILT FENCING SHALL BE PLACED AS REQUIRED OR DIRECTED TO PREVENT EROSION INTO DITCHES, DRAINAGE STRUCTURES, OR MIGRATING OFF SITE.

AutoCAD SHX Text CONTRACTOR TO INSTALL MEASURES TO PREVENT TRACKING OF MUD AND DEBRIS ON TO ROADWAY. IF TRACKING DOES OCCUR, CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF THE THE TRACKED MUD OR DEBRIS.

AutoCAD SHX Text ALL FLAT DISTURBED AREAS TO RECEIVE SEEDING, FERTILIZER AND VEGETATIVE MULCH. DITCHES AND SLOPES SHALL BE SEEDED, FERTILIZED AND RECEIVE EROSION CONTROL MATTING.

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EROSION CONTROL NOTES:

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MATERIAL LEGEND:

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EROSION CONTROL DEVICES (WATTLE)

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SILT FENCING

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SEED, MULCH AND FERTILIZER

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CONSTRUCTION ENTRANCE

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EROSION CONTROL MATTING

AutoCAD SHX Text SEDIMENT CHECK DAMS SHALL BE CONSTRUCTED OF STONE RIP-RAP OVER GEOTEXTILE FABRIC.

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SEE SHEET C3.2 FOR EROSION CONTROL DETAILS.

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CHECK DAM

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EROSION CONTROL PLAN

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PROJECT TITLE

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SHEET

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SHEET TITLE

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OF

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REVISION

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BY/DATE

AutoCAD SHX Text Designer

AutoCAD SHX Text Drafter

AutoCAD SHX Text Project Manager

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DESIGN FIRM

AutoCAD SHX Text Engineer

AutoCAD SHX Text Pavements

AutoCAD SHX Text Engineer

AutoCAD SHX Text Corrosion

AutoCAD SHX Text Protective

AutoCAD SHX Text Engineer

AutoCAD SHX Text Coating Engr.

AutoCAD SHX Text Fire Chief

AutoCAD SHX Text Operations

AutoCAD SHX Text Chief of

AutoCAD SHX Text Construction

AutoCAD SHX Text Roofing

AutoCAD SHX Text Management

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COORDINATION

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AutoCAD SHX Text Engineer

AutoCAD SHX Text Systems

AutoCAD SHX Text Security

AutoCAD SHX Text Police

AutoCAD SHX Text Security

AutoCAD SHX Text Bioenvironmental

AutoCAD SHX Text Airfield

AutoCAD SHX Text Safety

AutoCAD SHX Text Ground

AutoCAD SHX Text Manager

AutoCAD SHX Text Communication

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APPROVED

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SIGNATURE

AutoCAD SHX Text Chief of

AutoCAD SHX Text Engineering

AutoCAD SHX Text Design

AutoCAD SHX Text Chief of

AutoCAD SHX Text Contracting

AutoCAD SHX Text User

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OFFICE

AutoCAD SHX Text Engineer

AutoCAD SHX Text Civil

AutoCAD SHX Text Air Force Base

AutoCAD SHX Text Barksdale

AutoCAD SHX Text Louisiana

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DESIGN FIRM

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JANUARY, 2019

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RKC

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TITLE 1-A 15%%%

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6 NOV 2018

AutoCAD SHX Text B1512

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OPP. NO. 1072069

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BARKSDALE AIR FORCE

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BASE, LOUISIANA 71110

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CONSTRUCT VCC EXPANSION

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BUILDING 1512

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TITLE 1-B 35%%%

29 JAN 2019

THESE DRAWINGS DO NOT INCLUDE NECESSARY

COMPONENTS FOR CONSTRUCTION SAFETY.

18-165

ENGINEER:

LICENSE NO.

CONSULTING ENGINEERS

3003 KNIGHT STREET, SUITE 120

SHREVEPORT, LOUISIANA 71105

phone: 318-425-7452 fax: 318-425-4622 www.AFJMc.com

COPYRIGHT NOTICE:

THIS ENGINEERING DRAWING SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH AFJMC. NO

OTHER USE DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF AFJMC.

ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.

NOT TO BE USED FOR

CONSTRUCTION,

BIDDING,

RECORDATION,

CONVEYANCE, SALES,

OR AS THE BASIS FOR

THE ISSUANCE OF A

PERMIT

PRELIMINARY

MARK W. SNOW, P.E.

24203

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STANDARD FOR LAND GRADING

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DEFINITIONS

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RESHAPING OF THE EXISTING TOPOGRAPHY IN ACCORDANCE WITH

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A PLAN AS DETERMINED BY ENGINEERING SURVEYS, DESIGN AND

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LAYOUT

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PURPOSE

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LAND GRADING IS USED FOR ONE OR MORE OF THE FOLLOWING

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PURPOSES: PROVIDE MORE SUITABLE SITES FOR BUILDING,

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FACILITIES, AND OTHER LAND USES; IMPROVE SURFACE DRAINAGE

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AND CONTROL EROSION.

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DESIGN CRITERIA

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1. UNVEGETATED CUT SLOPES SHALL BE PROTECTED BY MECHANICAL

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TREATMENT TO PROTECT THEM FROM EROSION.

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2. THE PERMANENT EXPOSED FACES OF FILLS SHALL BE NO STEEPER

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THAN 3 HORIZONTAL TO 1 VERTICAL.

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3. PROVISIONS ARE TO BE MADE TO SAFELY CONDUCT SURFACE

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WATER TO STORM DRAINS OR SUITABLE NATURAL WATER COURSES

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AND TO PREVENT SURFACE RUNOFF FROM DAMAGING CUT FACES

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AND FILL SLOPES.

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4. SUBSURFACE DRAINAGE IS TO BE PROVIDED IN AREAS HAVING

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HIGH WATER TABLE OR SEEPAGE CONDITIONS THAT WOULD AFFECT

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SLOPE STABILITY, BUILDING FOUNDATIONS, OR CREATE UNDESI-

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RABLE WETNESS.

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5. EXCAVATIONS SHALL NOT BE MADE SO CLOSE TO PROPERTY

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LINES AS TO ENDANGER ADJOINING PROPERTY WITHOUT

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SUPPORTING AND PROTECTING SUCH PROPERTY FROM EROSION,

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SLIDING, SETTLING OR CRACKING.

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6. NO FILL IS TO BE PLACED WHERE IT WILL SLIDE OR WASH

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UPON THE PREMISES OF ANOTHER OR SO PLACED ADJACENT TO

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THE BANK OF A CHANNEL AS TO CREATE BANK FAILURE OR

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REDUCE THE NATURAL CAPACITY OF THE STREAM.

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7. FILLS ARE TO CONSIST OF MATERIAL FROM CUT AREAS, BORROW

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PITS, OR OTHER APPROVED SOURCES.

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GENERAL NOTES

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1. TIMBER, LOGS BRUSH, RUBBISH, AND VEGETATIVE MATTER

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THAT WILL INTERFERE WITH THE GRADING OPERATION OR

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AFFECT THE PLANNED STABILITY OF FILL AREAS SHALL BE

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REMOVED AND DISPOSED OF ACCORDING TO THE PLAN.

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AVOID UNNECESSARY REMOVAL OF TREES AND VEGETATION

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THAT COULD BE LEFT TO ENHANCE THE ATTRACTIVENESS

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OF THE DEVELOPMENT.

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2. TOP SOIL IS TO BE STRIPPED AND STOCKPILED IN AMOUNTS

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NECESSARY TO COMPLETE FINISH GRADING OF ALL EXPOSED

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AREAS REQUIRING TOPSOIL FOR THE ESTABLISHMENT OF

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VEGETATION.

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3. FILL MATERIAL IS TO BE FREE OF BRUSH, RUBBISH, ROCKS,

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LOGS AND STUMPS IN AMOUNTS THAT WILL BE DESTRIMENTAL

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TO CONSTRUCTING STABLE FILLS.

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4. CUT SLOPES WHICH ARE TO BE TOPSOILED WILL BE SCARIFIED

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TO A MINIMUM DEPTH OF 3 INCHES PRIOR TO PLACEMENT OF

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TOPSOIL.

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5. ALL FILLS INTENDED TO SUPPORT BUILDINGS, STRUCTURES,

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SEWERS AND CONDUITS SHOULD BE TESTED FOR STRENGTH

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AND THE FOUNDATIONS DESIGNED ACCORDINGLY. COMPACTION

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OF OTHER FILLS WILL BE AS REQUIRED TO REDUCE SLIPPING,

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EROSION, OR EXCESS SATURATION.

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6. MAXIMUM THICKNESS OF LAYERS OF FILLS ARE NOT TO EXCEED

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8 INCHES.

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7. ALL AREAS ARE TO BE ROUGH GRADED TO WITHIN 0.2 FOOT OF

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THE PLANNED ELEVATION AFTER ALLOWANCE HAS BEEN MADE FOR

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THICKNESS OF TOPSOIL, PAVING OR OTHER INSTALLATIONS.

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8. ALL DISTURBED AREAS SHALL BE LEFT IN A WELL DRAINED,

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NEAT AND FINISHED APPEARANCE.

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STANDARD FOR SILT FENCE

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DEFINITION

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TEMPORARY BARRIER FENCE MADE OF BURLAP OR POLYPROPYLENE MATERIAL

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WHICH IS WATER PERMEABLE BUT WILL TRAP WATER-BORNE SEDIMENT.

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PURPOSE

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TO INTERCEPT AND DETAIN WATER-BORNE SEDIMENT FROM UNPROTECTED AREA OF

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LIMITED EXTENT.

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CONDITIONS WHERE PRACTICE APPLIES

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SILT FENCE IS USED DURING THE PERIOD OF CONSTRUCTION NEAR THE PERIMETER

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OF A DISTURBED AREA TO INTERCEPT SEDIMENT WHILE ALLOWING WATER TO PER-

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COLATE THROUGH. THIS FENCE SHALL REMAIN IN PLACE UNTIL THE DISTURBED

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AREA IS PERMANENTLY STABILIZED. SILT FENCE SHOULD NOT BE USED WHERE

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THERE IS A CONCENTRATION OF WATER IN A CHANNEL OR OTHER DRAINAGE WAY.

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DESIGN CRITERIA

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SILT FENCE SHALL NOT BE CONSTRUCTED OUTSIDE THE PROPERTY LINES WITHOUT

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OBTAINING EASEMENTS FROM THE AFFECTED PROPERTY OWNERS. A DESIGN IS

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NOT REQUIRED FOR THE INSTALLATION OF SILT FENCE, HOWEVER THE FOLLOWING

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CRITERIA SHALL BE OBSERVED:

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DRAINAGE AREA -

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HEIGHT -

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MATERIAL -

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SUPPORT -

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LESS THAN 2 ACRES

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36 INCH MINIMUM HEIGHT MEASURED FROM THE

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EXISTING OR GRADED GROUND.

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BURLAP WEIGHING APPROXIMATELY 7-1/2 OUNCES

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PER SQUARE YARD OR APPROVED JUTE FABRIC OR

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GEOTEXTILE FABRIC.

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STEEL OR WOOD FENCE POSTS SPACED A MAXIMUM

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OF 8 FEET APART. POST SHALL HAVE A MINIMUM

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LENGTH OF 5 FEET AND BE SET AT LEAST 18

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INCHES DEEP. WOVEN LIVESTOCK WIRE TO SUPPORT

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THE MATERIAL SHALL BE AT LEAST 36 INCH HIGH

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WITH A MAXIMUM MESH OPENING OF 6 INCHES AND

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FABRICATED FROM 14 GAGE WIRE OR LARGER.

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OUTLET

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SILT FENCE SHALL BE PLACED AND CONSTRUCTED IN SUCH A MANNER THAT

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RUNOFF FROM A DISTURBED OR EXPOSED UPLAND AREA SHALL BE INTERCEPTED,

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SEDIMENT TRAPPED AND THE SURFACE RUNOFF ALLOWED TO PERCOLATES THROUGH

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THE STRUCTURE.

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SILT FENCE SHALL BE PLACED IN SUCH A MANNER THAT SURFACE RUNOFF WHICH

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PERCOLATES THROUGH WILL FLOW ONTO AN UNDISTURBED STABILIZED AREA OR

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STABILIZED OUTLET. IF PLACED IN SERIES, THE FURTHEREST DOWNSTREAM FENCE

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WILL FLOW ONTO AN UNDISTURBED STABILIZED AREA OR STABILIZED OUTLET.

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GENERAL NOTES

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1. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A

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SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE.

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2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR

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MECHANICAL TRENCHER, SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS

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FLAT AND PERPENDICULAR TO THE LINE OF FLOW.

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3. THE TRENCH SHOULD BE A MINIMUM OF 6 INCHES DEEP AND 3-4 FEET WIDE

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TO ALLOW FOR THE SILT FENCE TO BE LAID IN THE GROUND AND BACKFILLED.

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4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST

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OR TO WOVEN WIRE, WHICH IS IN TURN ATTACHED TO THE STEEL FENCE POSTS.

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5. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE

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MADE PROMPTLY AS NEEDED.

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6. SILT FENCE SHALL BE REMOVED WHEN IT HAS SERVED ITS USEFULNESS, SO

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AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. *

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7. SEDIMENT TRAPPED BY THIS PRACTICE SHALL BE DISPOSED OF IN AN

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APPROVED SITE IN A MANNER THAT WILL NOT CONTRIBUTE TO ADDITIONAL

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SILTATION.

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8. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 6

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INCHES AND DISPOSED OF IN AN APPROVED SPOIL SITE OR AS IN NO. 7

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ABOVE.

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* TO BE REMOVED BY CONTRACTOR WHEN PERMANENT EROSION MEASUREDS ARE

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DEEMED TO BE EFFECTIVE.

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STANDARDS FOR HAY BALE DIKE

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DEFINITION

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A TEMPORARY BARRIER CONSTRUCTED WITH HAY BALES WITH A LIFE

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EXPECTANCY OF 3 MONTHS OR LESS, INSTALLED ACROSS OR AT THE TOE

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OF A SLOPE.

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PURPOSE

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A PURPOSE OF A HAY BALE DIKE IS TO INTERCEPT AND DETAIN SMALL

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AMOUNTS OF SEDIMENT FROM UNPROTECTED AREAS OF LIMITED EXTENT.

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CONDITIONS WHERE PRACTICE APPLIES

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THE HAY BALE DIKE IS USED WHERE:

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1. NO OTHER PRACTICE IS FEASIBLE, AND

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2. THERE IS NO CONCENTRATION OF WATER IN A CHANNEL OR

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OTHER DRAINAGE WAY ABOVE THE BARRIER AND

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3. EROSION WOULD OCCUR IN THE FORM OF SHEET AND RILL

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EROSION, AND

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4. CONTRIBUTING DRAINAGE AREA IS LESS THAN ONE-HALF ACRE

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AND THE LENGTH OF SLOPE ABOVE THE DIKE AND LESS THAN

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100 FEET. THE PRACTICE MAY ALSO BE USED FOR ALONE,

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SINGLE FAMILY LOT IF THE SLOPE IS LESS THAN 15 PERCENT.

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THE CONTRIBUTING DRAINAGE AREA IN THIS INSTANCE SHALL

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BE LESS THAN 1 ACRE AND THE LENGTH OF SLOPE ABOVE THE

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DIKE SHALL BE LESS THAN 200 FEET.

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DESIGN CRITERIA

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A DESIGN IS NOT REQUIRED. ALL BALES SHALL BE PLACED ON THE CON-

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TOUR AND SHALL BE EITHER WIRE BOUND OR NYLON STRING TIED. SEE

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STANDARD DRAWING FOR HAY BALE DIKE FOR DETAILS.

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GENERAL NOTES

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1. BALES SHALL BE PLACED IN A ROW WITH END TIGHTLY ABUTTING

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THE ADJACENT BALES.

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2. EACH BALE SHALL BE EMBEDDED IN THE SOIL. A MINIMUM OF

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FOUR INCHES, WHERE POSSIBLE.

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3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR

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REBARS DRIVEN THROUGH THE BALES. THE FIRST STAKE IN

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EACH BALE SHALL BE ANGLED TOWARD PREVIOUSLY LAID BALE TO

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FORCE BAIL TOGETHER.

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4. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT

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SHALL BE MADE PROMPTLY AS NEEDED BY CONTRACTOR.

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5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USE-

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FULLNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR

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DRAINAGE. *

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6. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A

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DEPTH OF 6 INCHES.

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HAY BALE DIKE

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AutoCAD SHX Text Angle first stake toward

AutoCAD SHX Text previously laid bale

AutoCAD SHX Text Wire or nylon

AutoCAD SHX Text bound bales

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AutoCAD SHX Text 2 re-bars, steel pickets, AutoCAD SHX Text or 2" x 2" stakes 1 1/2 '

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AutoCAD SHX Text Anchoring Detail

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SILT FENCE

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AutoCAD SHX Text (Max. 8' spacing)

AutoCAD SHX Text Woven wire support

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AutoCAD SHX Text Trench

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AutoCAD SHX Text Recommended

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AutoCAD SHX Text Silt fence

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THE LAND GRADING PLAN AND INSTALLATION SHALL BE BASED UPON

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ADEQUATE SURVEYS AND INVESTIGATIONS. THE PROPOSED LAND USE

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AND GRADING PLAN SHOULD FIT AND UTILIZE EXISTING TOPOGRAPHY

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AND NATURAL SURROUNDINGS AND MAKE EXTREME GRADE MODIFICATIONS

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UNNECESSARY. THE PLAN IS TO SHOW THE LOCATION, SLOPE, CUT,

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FILL AND FINISH ELEVATION OF THE SURFACES TO BE GRADED AND

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THE AUXILIARY PRACTICES FOR SAFE DISPOSAL OF RUNOFF WATER,

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SLOPE STABILIZATION, EROSION CONTROL, AND DRAINAGE SUCH AS

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WATERW…