Attachment 3 - MAHG251001 Construct New School Drop-Off Lane F8656 - Drawings.pdf

PDF 3 MB Posted Apr 20, 2026

Attached to: Construct New School Drop Off Lane
Solicitation number: FA301026R0006
Issued by: Department of the Air Force Air Education and Training Command

About this file

Written by GovTribe AI · Apr 20, 2026

This document is a 100% Design Development Submittal for a construction project at Keesler Air Force Base in Biloxi, Mississippi, prepared by the 81st Civil Engineer Squadron. The project, identified as FA301026R0006 with Project Number MAHG251001, involves the construction of a new school drop-off lane (F8568) with an issue date of June 2025. The design package includes 15 sheets of architectural and civil engineering drawings detailing site plans, utility maps, grading plans, pavement details, signage and striping specifications, aluminum canopy details, and storm drain inlet configurations.

Key project components include demolition of existing structures (picnic tables, trees, car wash equipment, canopies, light poles, and fire hydrants), construction of new asphalt pavement with crushed limestone base, 3500 PSI concrete sidewalks with control joints, a 6-inch curb and gutter system, a 30' x 20' aluminum canopy structure, new light poles, new storm drain inlets, signage and pavement markings in compliance with Mississippi Department of Transportation and MUTCD requirements, and a 4-foot-wide concrete ramp. The site requires compaction of existing material to 95% Standard Proctor density prior to new construction. All drawings include detailed cross-sections, expanded views, and specifications for materials, dimensions, and installation standards for the various site elements.

View the file

Other files

File	Type	Posted
Solicitation Amendment FA301026R00060003 SF 30.pdf	PDF	Jun 5, 2026
Solicitation Amendment FA301026R00060002 SF 30.pdf	PDF	May 27, 2026
Attachment 5 - MAHG251001 Construct New School Drop-Off Wage Determination 20260518.pdf	PDF	May 27, 2026
Solicitation Amendment FA301026R00060001 SF 30.pdf	PDF	May 13, 2026
MAHG251001 Question and Answers.pdf	PDF	May 13, 2026
Attachment 2 - MAHG251001 Construct New School Drop-Off Lane B8568_SPECS Rev 2.pdf	PDF	May 13, 2026
MAHG251001_Construct New School Drop-off Lane B8568_Addendum 1.pdf	PDF	May 13, 2026
Site Visit Sign-in Sheet 29 Apr 2026.pdf	PDF	Apr 29, 2026
Attachment 2 - MAHG251001 Construct New School Drop-Off Lane B8568 - Specifications.pdf	PDF	Apr 20, 2026
Solicitation - FA301026R0006.pdf	PDF	Apr 20, 2026
Attachment L-02 - Past Performance Questionnaire.pdf	PDF	Apr 20, 2026
Attachment 6 - MAHG251001 Construct New School Drop-Off - Submittal Procedures.pdf	PDF	Apr 20, 2026
Attachment L-01 - Past Performance Reference List.pdf	PDF	Apr 20, 2026
Attachment 5 - MAHG251001 Construct New School Drop-Off - Wage Determination.pdf	PDF	Apr 20, 2026
Attachment 1 - MAHG251001 Construct New School Drop-Off Lane F8568 - Statement of Work.pdf	PDF	Apr 20, 2026
Attachment 4 - MAHG251001 Construct New School Drop-Off Lane B8568 -- MSS.xlsx	XLSX spreadsheet	Apr 20, 2026

Show all 16

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

CHANNEL

IRISH HILL DR.

N B

O U

N D

LOUISVILLE & NASHVILLE R.R.

D R

U E

STEVENS ST.

R O

STREET

D R

PERRY DRIVE

CARROL DRIVE

PRINGLE

PRINGLE CIRCLE

Y B

GORDON AVENUE

LEWIS AVENUE

ST. MARTHA AVENUE

N O

N U

VEHICLE

STORAGE LOT

ANITA

ST ANN ST

WILTSHIRE BLVD.

SUNSET BLVD.

VINE ST.

HOLLYWOOD BLVD.

R O

D R

GUICE ST

CITY SCHOOL

R D

C E

U E

O N

U E

IRISH HILL DRLOUISVILLE & NASHVILLE R.R.

M O

R R

BRISTER STREET

H U

D P

PLOESTI DR

Z ST

PARADE LN

E ST

D ST

MARINA DR

HANGAR RD

SEC

N D

ZER

CONCORD CIR

MEADOWS DR

N W

LUKE DR

FALCON ST

PHANTOM ST

ALAXY ST

MALTBY HALL RD

BAU

H M

PASS RD

W N

BILLY MITCHEL

CIR

ARNOLD

CIR

PATRIC

K D

PATRIC

K D

VANDENBERG DR

SERVICE DR

HANGAR RD

M ST

BAYVIEW ST

FISH

H ST

HANGAR RD

PHANTOM ST

PLOESTI D

PLOESTI DR

FISHER ST

MEADOWS D

THIRD ST

PLO

ESTI D

L ST

SEC

N D

H S T

T ST

YORKSHIRE DR

HERCULES ST

J ST

E ST

HER

CULE

FIR

ST ST

FISHER ST

D R

VANDENBERG D

CURTISS DR

FIR

ST ST

H ST

N D

FIR

ST ST

KENSINGTON DR

ST ANDREWS FAIRWAY

PLO

ESTI D

C H

TINGLE ST

E ST

G ST

ARLINGTON RD

KENSINGTON DR

BEVERLY DR

GEN CHAPPIE JAMES AV

D ST

MEADOWS DR

LAR

BLVD

D R

VANDENBERG DR

CURTISS DR

ORVILLE DR

PATTON AVE

LAR

BLVD

FISHER ST

R O

G A

HARMON

CIR

69507315

1704 1510

11001

69557320

CONSTRUCT NEW SCHOOL DROP-OFF LANE, F8568

251001

JUNE 2025

KEESLER AIR FORCE BASE BILOXI, MS

ISSUE DATE:

PROJECT NUMBER:MAHG

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

N N

D R

B Y:

C H

D B

C O

N O

SHEET ID

N G

R S

Q U

O N

T, B

, M S

F O

R C

, M

O N

U C

T N

C H

O O

L D

R O

P- O

E, F

C T

N O

. M

C R

O N

K D

G-001

C O

S H

O O

PROJECT

INDEX OF DRAWINGS

SHEET NO. DESCRIPTION OF SHEET

COVER SHEETG-001

DEMOLITION PLANC-102

C-103 NEW CONSTRUCTION SITE PLAN

GENERAL SHEETS

CIVIL

C-301

ENLARGED VIEWSC-401

PAVEMENT DETAILS

EXISTING CONDITIONSC-101

LOCATION

NORTH

SIGNAGE AND STRIPING DETAILSC-501

GENERAL CIVIL NOTESC-100

ALUMINUM CANOPY DETAILSC-502

C-104 NEW CONSTRUCTION UTILITY MAP

C-105 NEW CONSTRUCTION SITE PLAN DIMENSIONS

STORM DRAIN INLET DETAILSC-503

C-302 PARKING LOT CROSS SECTION

C-106 NEW CONSTRUCTION GRADING PLAN

C-303 RAMP DETAILS

Attachment 3

FA301026R0006

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

N N

D R

B Y:

C H

D B

C O

N O

SHEET ID

N G

R S

Q U

O N

T, B

, M S

F O

R C

, M

O N

U C

T N

C H

O O

L D

R O

P- O

E, F

C T

N O

. M

C R

O N

K D

C-100

O O

GENERAL NOTES

SYMBOL DESCRIPTION

DRAWING SYMBOLS

KEYNOTE#

1. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BID AND START OF CONSTRUCTION. NOTIFY CONTRACTING

OFFICER OF ANY CONDITIONS DETRIMENTAL TO THE COMPLETION OF THE WORK AS DESIGNED.

2. PROTECT ALL ELEMENTS TO REMAIN SUCH AS EXISTING UTILITIES, FACILITY, ROADS, CURBS, DRIVES, SIDEWALKS, METAL CARPORTS, SOLID SOD, ETC. CONTRACTOR TO RESTORE ANY DAMAGED ELEMENTS TO THE ORIGINAL CONDITIONS.

3. CONFINE ALL WORK TO SPECIFIC AREAS AS DESIGNATED IN THE SCOPE OF WORK.

4. REFER TO MATERIAL SPECIFICATION IN SPECIFICATIONS FOR REQUIREMENTS AND APPLICATIONS.

5. PRIOR TO CONSTRUCTION, OBTAIN A DIG PERMIT FOR THE AREA OF WORK. ANY UTILITY ADJUSTMENTS, EXISTING OR PROPOSED, REQUIRED TO COMPLETE CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. THIS ITEM INCLUDES, BUT IS NOT LIMITED TO: THE TEMPORARY RELOCATION OF EXISTING OVERHEAD POWER LINES. ALL WORK IN THE VICINITY OF OVERHEAD POWER LINES SHALL CONFORM TO OSHA REQUIREMENTS AND ANY OTHER APPLICABLE (LOCAL) SAFETY REQUIREMENTS. THE CONTRACTOR IS TO REPAIR ANY DAMAGES TO EXISTING UTILITIES THAT ARE TO REMAIN IN SERVICE

IMMEDIATELY AT NO ADDITIONAL COSTS OR EXPENSE TO THE GOVERNMENT.

6. COORDINATE ACTIVITIES THROUGHOUT THE PROJECT IN A MANNER THAT ALLOWS EMERGENCY ACCESS TO ALL EXISTING

ROADWAYS AT ALL TIMES WITHOUT DELAYS TO EMERGENCY VEHICLES RESPONSE TIMES.

7. CONTRACTOR SHALL APPOINT A SEPARATE INDIVIDUAL AS CONSTRUCTION SUPERINTENDENT AND A SEPARATE INDIVIDUAL QUALITY CONTROL AND SAFETY REPRESENTATIVE, SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER, WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS WHILE JOB IS IN PROGRESS. THE SUPERINTENDENT SHALL BE DESIGNATED THE RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE ON A 24-HOURS BASIS. WHEN THE CONTRACTOR'S REPRESENTATIVE IS NOT AVAILABLE ON THE CONSTRUCTION SITE, AN

ALTERNATIVE REPRESENTATIVE SHALL BE PROVIDED.

8. PROVIDE AN EROSION CONTROL PLAN.

9. EROSION CONTROL DEVICES SHALL BE CONSTRAINED IN A MANNER TO PREVENT ITS MOVEMENT BY WIND FORCES.

10. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT ITS MOVEMENT BY WIND FORCES.

11. LIMITS OF CONSTRUCTION IS DEFINED AS THOSE AREAS AFFECTED BY THE CONTRACTOR'S OPERATIONS INVOLVING EXCAVATION, EMBANKMENT, AND FINAL GRADING REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE

ELEVATIONS, GRADES, AND SECTIONS SHOWN IN THESE DRAWINGS.

12. UTILIZE EROSION CONTROL DEVICES AND PROCEDURES AS SET FORTH IN MDOT STANDARD DETAILS, 2018 EDITION.

13. BE ADVISED THAT CONTRACTORS WORK MAY BE SUSPENDED WHEN LIGHTNING IS WITHIN 5 MILES.

14. MAINTAIN SAFETY PRACTICES THAT CONFORM TO OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

REGULATIONS AND USACE SAFETY MANUAL EM385-1-1.

15. IF FIELD CONDITIONS DIFFER FROM PLANS, STOP WORK AND CONTACT CONTRACTING OFFICER.

16. DEPRESSIONS AND VOID AREAS CAUSED BY DEMOLITION WORK ARE TO BE FILLED WITH SUBGRADE AND SODDED TO AVOID

WATER PONDING.

17. ENSURE THAT ALL PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCEMENT OF PROJECT WORK.

18. SUBMIT A TRAFFIC CONTROL PLAN TO CONTRACTING OFFICER.

19. THE CONTRACTOR IS RESPONSIBLE FOR ALL TESTING REQUIREMENTS PER SPECIFICATIONS.

20. ADHERE TO ALL NOTES PROVIDED IN THESE CONSTRUCTION DRAWINGS.

21. CLEARLY IDENTIFY THE AREA OF CONSTRUCTION AND SAFELY ROUTING ALL VEHICULAR AND PEDESTRIAN TRAFFIC AROUND THE CONSTRUCTION AREA. THE CONSTRUCTION AREA SHALL BE CLEARLY MARKED AT ALL TIMES.

22. MAINTAIN AN ORDER OF NEATNESS AND GOOD HOUSEKEEPING. TOOLS, SCAFFOLDING AND OTHER DEMOLITION EQUIPMENT SHALL AT ALL TIMES BE KEPT IN A NEAT AND ORDERLY ARRANGEMENT. AT THE CONCLUSION OF THE DEMOLITION OPERATIONS, THE ENTIRE WORK AREA SHALL BE LEFT IN A CLEAN CONDITION AS REQUIRED FOR SUBSEQUENT NEW WORK.

1 VIEW TITLE

SCALE: VIEW CALLOUT

SECTION CUT

CALLOUT

NORTH ARROW

CONCRETE

EARTHWORK

TREES

TREE REMOVAL

610 CRUSHED LIMESTONE

ASPHALT

ROAD SIGNAGE

COMMS

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

ELEC

S S

SSSSS

S S

SSSS

SSSSSSSSSS

S S

S S S S S S

S S

S S S

S S

SSSSSSSSSSS

S S

C O

M M

S C

O M

M S

COMMS

C O

M M

S C

O M

M S

COMMS

COM

C O

M M

C O

M M

C O

M M

C O

M M

COMMS

M S

COMMS

M S

C O

M M

C O

M M

S C

O M

M S

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

COMMS COMMS COMMS COMMS COMMS COMMS

WWWWWWWWW

W W W W

W W

WWWWWWW

ELE

ELEC ELEC ELEC

ELEC

ELECELECELECELECELECELEC ELEC ELEC ELEC ELEC ELEC

ELEC

ELECELEC

ELEC

ELECELEC

ELEC

ELEC ELEC

ELECELECELEC ELEC

ELEC

ELECELEC

ELEC

ELECELECELEC

ELEC

ELEC ELEC

ELEC

ELEC ELEC ELEC ELEC ELECELEC

ELEC

ELEC ELEC ELEC

ELECEL

ELEC

ELECELEC

ELEC

ELECELEC

ELEC

W W W W W W W W

W W

WWWWWW

WWWWWWWW

W W

ELEC

ELECELEC

ELEC

W W

WWWWWWWW

W W

WWWW

W W

W W W

W W

WWW

W W

ELEC

ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC

ELEC

SSSSSSSS

SSSSSSSSSSSS

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

N N

D R

B Y:

C H

D B

C O

N O

SHEET ID

N G

R S

Q U

O N

T, B

, M S

F O

R C

, M

O N

U C

T N

C H

O O

L D

R O

P- O

E, F

C T

N O

. M

C R

O N

K D

C-101

G C

O N

O O

COMMUNICATIONS

LEGEND

WATER

ELECTRICAL

STORM WATER

1 EXISTING CONDITIONS

SCALE: 1:1000

NORTH

COMMS COMMS COMMS

W W W W

ELEC ELEC ELEC ELEC

S S S S S S S S S

SS SS SS SANITARY SEWER

PLOESTI DRIVE

SERVICE ROAD

R O

D R

SERVICE ROAD

0 1000 2000

SSSSS

S S

SSSS

SSSSSSSSSS

S S

S S S S S S

S S

SSSSSSSSSSS

S S

W W

S S

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

N N

D R

B Y:

C H

D B

C O

N O

SHEET ID

N G

R S

Q U

O N

T, B

, M S

F O

R C

, M

O N

U C

T N

C H

O O

L D

R O

P- O

E, F

C T

N O

. M

C R

O N

K D

C-102

N P

O O

1. REMOVE EXISTING PICNIC TABLE AND CONCRETE PADS

2. REMOVE EXISTING TREES IN THEIR ENTIRETY

3. REMOVE EXISTING CAR WASH, PUMPS FOR CAR WASH

4. REMOVE EXISTING WATER LINE FROM CAR WASH AND CAP THE LINE

5. REMOVE EXISTING OIL / WATER SEPARATOR AND CAP THE LINE

6. REMOVE AND RELOCATE FIRE HYDRANT

7. COORDINATE WITH CLP ON THE REMOVAL OF LIGHT POLES

8. REMOVE EXISTING 20' X 30' ALUMINUM CANOPY, WATER FOUNTAIN, AND BIKE

RACKS

9. REMOVE EXISTING 20' X 30' ALUMINUM CANOPY AND CONCRETE PAD

10. EXISTING STORM DRAIN INLETS TO REMAIN.

TREE REMOVAL

CIVIL KEYNOTES

LEGEND

REMOVE EXISTING

STORM DRAINS

1 DEMOLITION SITE PLAN

SCALE: 1:1000

NORTH

PLOESTI DRIVE

SERVICE ROAD

R O

D R

SERVICE ROAD

DEMOLITION WORK

7 7

LIGHT POLE

FIRE HYDRANT

STORM DRAINS

GENERAL SHEET NOTES

1. REMOVE ALL TRASH BINS

2. CONTRACTOR TO COORDINATE WITH CITY LIGHT AND POWER ON REMOVAL OF

LIGHT POLES.

7 7 7

SSSSSSS

S S

SSSSSS

SSSS

SSSSSSSS

S S

S S S S S S S S

S S S

S S

SSSSSSSSSSSSSS

S S

SSSSSSS

S S

SSSSSS

SSSS

SSSSSSSS

S S

S S S S S S S S

S S S

S S

SSSSSSSSSSSSSS

S S

SSSSSSS

S S

SSSS

SSSSSSSS

S S

S S S S S S S S

S S

SSSSSSSSSSSSSS

S S

WWWWWWWWWWW

W W W W W

W W W

WWWWWWWW

W W

WWWWW

W W

W W W

W W

W W W W

W W

WWWW

W W

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

N N

D R

B Y:

C H

D B

C O

N O

SHEET ID

N G

R S

Q U

O N

T, B

, M S

F O

R C

, M

O N

U C

T N

C H

O O

L D

R O

P- O

E, F

C T

N O

. M

C R

O N

K D

C-103

C O

R U

O N

O O

ASPHALT PAVEMENT

LEGEND

CONCRETE

EXISTING FENCE

1. ALL STRIPING SHALL BE IN ACCORDANCE WITH MISSISSIPPI DEPARTMENT OF

TRANSPORTATION AND UFGS 32.17.23 REQUIREMENTS. SEE SHEET C-501 FOR

DETAILS.

2. ALL SIGNAGE SHALL BE PLACED IN ACCORDANCE WITH MUTCD SECTION 2C.30

REQUIREMENTS. SEE SHEET C-501 FOR DETAILS.

3. CONTRACTOR TO COORDINATE WITH CITY LIGHT AND POWER ON INSTALLATION

OF NEW LIGHT POLES.

GENERAL SHEET NOTES

INSTALL NEW

STORM DRAINS.

SEE C-503 FOR

DETAILS

1 NEW CONSTRUCTION SITE PLAN

SCALE: 1:800

NORTH

PLOESTI DRIVE

SERVICE ROAD

R O

D R

SERVICE ROAD

C-401

NEW 6'

CONCRETE

SIDEWALK

C-301

C-401

EXISTING

FENCE

TO REMAIN

EXISTING

TURNSTILE

TO REMAIN

NEW 24'

ASPHALT PAVEMENT

C-301

C-302

LIGHT POLE

CIVIL KEYNOTES

1. INSTALL NEW LIGHT POLES

2. INSTALL 6" CURB TO ENSURE WATER FLOW TO THE EXISTING STORM DRAIN

INLETS

3. INSTALL 4' WIDE CONCRETE RAMP. SEE SHEET C-303 FOR DETAILS.

4. INSTALL CONTROL JOINTS TO CONNECT EXISTING SIDEWALK WITH NEW

SIDEWALK. SEE DETAIL 3 ON C-301 FOR DETAILS.

2 0 800 1600

SSSSS

S S

SSSS

SSSSSSSSSS

S S

S S S S S S

S S

SSSSSSSSSSS

S S

SSSSS

S S

SSSS

SSSSSSSSSS

S S

S S S S S S

S S

SSSSSSSSSSS

S S

COMMS

C O

M M

S C

O M

M S

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

ELEC

S S

SSSSS

S S

SSSSSSSSSS

S S

S S S S S S

S S

SSSSSSSSSSS

S S

C O

M M

M S

COMMS

C O

M M

S C

O M

M S

COMMS

COM

C O

M M

C O

M M

C O

M M

COMMS

M S

C O

M M

C O

M M

S C

O M

M S

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

COMMS COMMS COMMS COMMS COMMS COMMS

WWWWWWWWW

W W W W

W W

WWWWWWW

ELE

ELEC ELEC ELEC

ELEC

ELECELECELECELECELECELEC ELEC ELEC ELEC ELEC ELEC

ELEC

ELECELEC

ELEC

ELECELEC

ELEC

ELEC ELEC

ELECELECELEC ELEC

ELEC

ELECELEC

ELEC

ELECELECELEC

ELEC

ELECELEC

ELEC

ELEC ELEC ELEC ELEC ELECELEC

ELEC

ELEC ELEC ELEC

ELECEL

ELEC

ELECELEC

ELEC

ELEC ELEC

ELEC

ELECELEC

ELEC

WWWWWWWW

W W

ELEC

ELECELEC

ELEC

W W

WWWWWWWW

W W

WWWW

W W

W W W

W W

WWW

W W

ELEC

ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC

ELEC

SSSSSSSS

SSSSSSSSSSSS

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

N N

D R

B Y:

C H

D B

C O

N O

SHEET ID

N G

R S

Q U

O N

T, B

, M S

F O

R C

, M

O N

U C

T N

C H

O O

L D

R O

P- O

E, F

C T

N O

. M

C R

O N

K D

C-104

C O

R U

O N

O O

1 NEW CONSTRUCTION UTILITY MAP

SCALE: 1:1000

NORTH

PLOESTI DRIVE

SERVICE ROAD

R O

D R

SERVICE ROAD

COMMUNICATIONS

LEGEND

WATER

ELECTRICAL

STORM WATER

COMMS COMMS COMMS

W W W W

ELEC ELEC ELEC ELEC

S S S S S S S S S

SS SS SS SANITARY SEWER

12'-0 1/2"

N N

D R

B Y:

C H

D B

C O

N O

SHEET ID

N G

R S

Q U

O N

T, B

, M S

F O

R C

, M

O N

U C

T N

C H

O O

L D

R O

P- O

E, F

C T

N O

. M

C R

O N

K D

C-105

C O

R U

O N

N S

O O

1 NEW CONSTRUCTION SITE PLAN-DIMENSIONS

SCALE: 1:1000

NORTH

PLOESTI DRIVE

SERVICE ROAD

R O

D R

SERVICE ROAD

-1

+/-50'

-4

+/-82'

-1

+/-11'

-1

+/-51'

-7

-3

-1

+/-57'

-1

-3

+/-35' +/-57'

R55'

R74'

R58'

R73'

N N

D R

B Y:

C H

D B

C O

N O

SHEET ID

N G

R S

Q U

O N

T, B

, M S

F O

R C

, M

O N

U C

T N

C H

O O

L D

R O

P- O

E, F

C T

N O

. M

C R

O N

K D

C-106

G R

G P

O O

1 GRADING PLAN

SCALE: 1:600

NORTH

PLOESTI DRIVE

SERVICE ROAD

R O

D R

EXISTING CONTOURS

LEGEND

NEW CONTOURS

DIRECTION OF FLOW

EXISTING ELEVATION POINT

18.5

0 600 1200

N N

D R

B Y:

C H

D B

C O

N O

SHEET ID

N G

R S

Q U

O N

T, B

, M S

F O

R C

, M

O N

U C

T N

C H

O O

L D

R O

P- O

E, F

C T

N O

. M

C R

O N

K D

C-301

D S

O O

1. JOINTS SHALL BE INSTALLED EVERY 4'

CIVIL KEYNOTES

1 PAVEMENT CROSS-SECTION

SCALE: 1:20

2 SIDEWALK CROSS-SECTION

SCALE: 1:10

3 CONTROL JOINT DETAIL

SCALE: 1:5

2" OF 9.5MM SURFACE COURSE 4" OF 12.5MM BINDER COURSE

MIN. 2 LIFTS REQ'D

6" OF 610 CRUSHED LIMESTONE

COMPACTED TO 95% STD. PROCTOR

3"- 4" LIFTS

EXISTING MATERIAL TO BE COMPACTED TO 95%

STD. PROCTOR PRIOR TO STONE BEING PLACED

EXISTING MATERIAL TO BE

COMPACTED TO 95% STD. PROCTOR

PRIOR TO CONSTRUCTION

3500 PSI CONCRETE

JOINTS TO BE

SAWCUT 1"

3/8"

1/ 4"

. R

1/8"

1/2" DIA. BACKER

ROD

LIQUID SEALANT

SANDBLAST AND CLEAN TOP

1" OF JOINT BEFORE SEALING

GEOTEXTILE FABRIC

4' 4'

NEW SIDEWALK EXISTING SIDEWALK

NEW SOD TO BE

PLACED

NEW SOD TO BE

PLACED

2% SLOPE 2% SLOPE

24'

4 CONCRETE PAD DETAIL

SCALE: 1:40

EXISTING MATERIAL TO BE

COMPACTED TO 95% STD. PROCTOR

PRIOR TO CONSTRUCTION

3500 PSI CONCRETE

50'

3" ABOVE GRADE

4% SLOPE4% SLOPE

N N

D R

B Y:

C H

D B

C O

N O

SHEET ID

N G

R S

Q U

O N

T, B

, M S

F O

R C

, M

O N

U C

T N

C H

O O

L D

R O

P- O

E, F

C T

N O

. M

C R

O N

K D

C-302

G L

O T

C R

O O

1. PARKING LOT SHALL HAVE A 1% SLOPE AND SLOPE AWAY FROM THE SIDEWALK

CIVIL KEYNOTES

1 PARKING LOT CROSS-SECTION

SCALE: 1:10

EXISTING MATERIAL TO BE COMPACTED TO

95% STD. PROCTOR PRIOR

TO CONSTRUCTION

6" OF 610 CRUSHED LIMESTONE

TO BE COMPACTED TO 95%

STD. PROCTOR PRIOR TO

CONSTRUCTION

GEOTEXTILE FABRIC

TO BE INSTALLED

2" OF 9.5MM SURFACE COURSE

4" OF 12.5MM BINDER COURSE

MIN. OF 2 LIFTS REQ'DNEW 6" CURB AND GUTTER

C-302

EXPANSION JOINT

(SEE DETAIL 3)

NEW ASPHALT

EXISTING MATERIAL

TO BE COMPACTED TO 95%

STD. PROCTOR PRIOR

TO CONSTRUCTION

5" R

2 CURB AND GUTTER CROSS-SECTION

SCALE: 1:5

3 EXPANSION JOINT DETAIL

SCALE: 1:2

3/4"

ASPHALT PANEL

1% SLOPE

N N

D R

B Y:

C H

D B

C O

N O

SHEET ID

N G

R S

Q U

O N

T, B

, M S

F O

R C

, M

O N

U C

T N

C H

O O

L D

R O

P- O

E, F

C T

N O

. M

C R

O N

K D

C-303

K R

O O

1 RAMP DETAIL

SCALE: 1:40

EXPANSION

JOINT

NEW CURB AND

GUTTER

NEW PAVEMENT

NEW CONCRETE

RAMP

NEW SIDEWALK

2 RAMP CROSS SECTION

SCALE: 1:20

2% SLOPE

1. RAMP TO BE FLUSH WITH NEW PAVEMENT

GENERAL NOTES

-3

1' -6

WWWWW

WWWWWWWWWWWW

W W

WWWWWWWWWWWW

W W

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

N N

D R

B Y:

C H

D B

C O

N O

SHEET ID

N G

R S

Q U

O N

T, B

, M S

F O

R C

, M

O N

U C

T N

C H

O O

L D

R O

P- O

E, F

C T

N O

. M

C R

O N

K D

C-401

R G

O O

1. INSTALL TYPICAL YIELD SIGN, SEE 4/C-501 FOR DETAILS

2. INSTALL TYPICAL DO NOT ENTER SIGN, SEE 1/C-501 FOR DETAILS

3. INSTALL TYPICAL ONE WAY SIGN, SEE 2/C-501 FOR DETAILS

4. INSTALL TYPICAL 9' WIDE PULL THROUGH SPOTS, SEE 7/C-501 FOR DETAILS

5. INSTALL 30' X 20' ALUMINUM CANOPY. SEE C-502 FOR DETAILS

6. RELOCATE EXISTING FIRE HYDRANT

7. REINSTALL EXISTING BIKE RACKS ON NEW CONCRETE PAD. COORDINATE WITH

CONSTRUCTION MANAGER FOR LOCATION.

8. INSTALL TYPICAL STOP SIGN, SEE 3/C-501 FOR DETAILS

9. INSTALL TYPICAL 12' STOP BAR, SEE 6/C-501 FOR DETAILS

10. INSTALL TYPICAL 4" WIDE CENTER STRIPE, SEE DETAIL 5/C-501 FOR DETAILS

CIVIL KEYNOTES

1. ALL STRIPING SHALL BE IN ACCORDANCE WITH MISSISSIPPI DEPARTMENT OF

TRANSPORTATION AND UFGS 32.17.23 REQUIREMENTS. SEE SHEET C-501 FOR

DETAILS.

2. ALL SIGNAGE SHALL BE PLACED IN ACCORDANCE WITH MUTCD SECTION 2C.30

REQUIREMENTS. SEE SHEET C-501 FOR DETAILS.

GENERAL SHEET NOTES

-301

1 DROP OFF ENLARGED VIEW

SCALE: 1:300

NORTH

2 ENTRANCE ENLARGED VIEW

SCALE: 1:100

NORTH

3 SIDEWALK ENLARGED VIEW

SCALE: 1:50

NORTH

JOINTS

TO BE INSTALLED

EVERY 4'

PLOESTI DRIVE

+/-12'

N N

D R

B Y:

C H

D B

C O

N O

SHEET ID

N G

R S

Q U

O N

T, B

, M S

F O

R C

, M

O N

U C

T N

C H

O O

L D

R O

P- O

E, F

C T

N O

. M

C R

O N

K D

C-501

D S

O O

1. ALL STRIPING SHALL BE IN ACCORDANCE WITH MISSISSIPPI DEPARTMENT OF

TRANSPORTATION AND UFGS 32.17.23 REQUIREMENTS.

2. ALL SIGNAGE SHALL BE PLACED IN ACCORDANCE WITH MUTCD SECTION 2C.30

REQUIREMENTS.

GENERAL SHEET NOTES

1 TYPICAL DO NOT ENTER SIGN

SCALE: 1:1

2 TYPICAL ONE WAY SIGN

SCALE: 1:1

3 TYPICAL 36" STOP SIGN

SCALE: 1:1

4 TYPICAL 36" YIELD SIGN

SCALE: 1:1

RED BACKGROUNDWHITE OUTLINE

12" WHITE LETTERS

RED BACKGROUND

WHITE BACKGROUND

3" RED LETTERING

6" BLACK LETTERING

12"

RED BACKGROUND

4" WHITE LETTERING

36"

5 TYPICAL SOLID YELLOW CONTINUOUS CENTER STRIPE

SCALE: 1:10

PAINTED YELLOW

6 TYPICAL STOP BAR

SCALE: 1:20

12'

PAINTED WHITE

4" TYP.

PAINTED WHITE

7 TYPICAL PULL-THROUGH PARKING SPOT

SCALE: 1:40

N N

D R

B Y:

C H

D B

C O

N O

SHEET ID

N G

R S

Q U

O N

T, B

, M S

F O

R C

, M

O N

U C

T N

C H

O O

L D

R O

P- O

E, F

C T

N O

. M

C R

O N

K D

C-502

U M

O O

1 TYPICAL ALUMINUM CANOPY SECTION

SCALE: 1:20

ALUMINUM WEEPHOLE

W/ DEFLECTOR PLATE

EXTRUDED ALUMINUM FASCIA

EXTRUDED ALUMINUM DECKING

EXTRUDED ALUMINUM CANOPY

2 ALUMINUM CANOPY DETAIL

SCALE: 1:50 3 TYPICAL SECTION THRU GUTTER BEAM

SCALE: 1:40

EXTRUDED ALUMINUM DECKING

EXTRUDED ALUMINUM

COLUMN

EXTRUDED ALUMINUM BEAM

W/ WELDED CLOSURE

PLATE

EXTRUDED ALUMINUM

FASCIA

ALUMINUM TIEBACK

STRAP @ 6'-0" O.C.

EXTRUDED ALUMINUM

BEAM

#14 ST. STL. S.M.S

FLARED DRIP

EDGE

EXTRUDED ALUMINUM "T"

FLASHING W/ SEALANT

GUTTER BEAM

18'

1' -6

1'-6"

1. ALL DETAILS AND SECTIONS ARE FOR REFERENCE ONLY

GENERAL SHEET NOTES

N N

D R

B Y:

C H

D B

C O

N O

SHEET ID

N G

R S

Q U

O N

T, B

, M S

F O

R C

, M

O N

U C

T N

C H

O O

L D

R O

P- O

E, F

C T

N O

. M

C R

O N

K D

C-503

R M

D R

T D

O O

1. ALL REBAR SHALL BE #4 BARS

GENERAL SHEET NOTES

1 STORM DRAIN INLET PLAN VIEW

SCALE: 1:10 4 STORM DRAIN GRATE DETAIL

SCALE: 1:5

2 STORM DRAIN INLET CROSS SECTION

SCALE: 1:10 3 STORM DRAIN INLET CROSS SECTION

SCALE: 1:10

44"

22"

21 12" 6"

36"

24"

1 2"

36"

29"

28 12"

2 13 16"

28 12"

1 2"

2" 2"

C-503

-5

Sheets and Views

MAHG251001 Construct New School Drop Off-G-001

MAHG251001 Construct New School Drop Off-C-100

MAHG251001 Construct New School Drop Off-C-101

MAHG251001 Construct New School Drop Off-C-102

MAHG251001 Construct New School Drop Off-C-103

MAHG251001 Construct New School Drop Off-C-104

MAHG251001 Construct New School Drop Off-C-105

MAHG251001 Construct New School Drop Off-C-106

MAHG251001 Construct New School Drop Off-C-301

MAHG251001 Construct New School Drop Off-C-302

MAHG251001 Construct New School Drop Off-C-303

MAHG251001 Construct New School Drop Off-C-401

MAHG251001 Construct New School Drop Off-C-501

MAHG251001 Construct New School Drop Off-C-502

MAHG251001 Construct New School Drop Off-C-503

File details come from the government source that posted it. Updated Apr 20, 2026.