Attachment 2 - Repair Ploesti Dr Sinkholes Drawings.pdf

PDF 2 MB Posted Jul 21, 2021

Attached to: Repair Ploesti Dr Sink Holes
Solicitation number: FA301021R0015
Issued by: Department of the Air Force Air Education and Training Command

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for repair work on Ploesti Drive at Keesler Air Force Base, Mississippi. The work includes mill and overlay, storm drainage replacement, and road section replacement. The acquisition is set aside for Service-Disabled Veteran-Owned Small Businesses and utilizes Performance Price Trade-Off procedures. The NAICS code is 237310 for Heavy and Civil Engineering Construction with a size standard of $39.5 million. The Product Service Code is Z2LB. The estimated value is between $500,000 and $1 million. The performance period is 180 days from notice to proceed. Interested contractors must register in the System for Award Management to be eligible for award. The point of contact for questions is Contracting Specialist TSgt Andrew Cates or Contracting Officer 2LT Aaron Pearson at Keesler Air Force Base.

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Other files

File	Type	Posted
Sign-In - 2 Aug 21.pdf	PDF	Aug 2, 2021
Solicitation Amendment FA301021R00150001 SF 30.pdf	PDF	Jul 28, 2021
Attachment 3 - Repair Ploesti Dr Sinkholes MSS.xls	XLS spreadsheet	Jul 21, 2021
Attachment 7 - Past Performance Reference List.pdf	PDF	Jul 21, 2021
Attachment 6 - Past Performance Questionnaire.pdf	PDF	Jul 21, 2021
Attachment 4 - Environmental Restoration Area Map.pdf	PDF	Jul 21, 2021
Attachment 10 - Submittal Procedures.pdf	PDF	Jul 21, 2021
Attachment 8 - SF 1444.pdf	PDF	Jul 21, 2021
Attachment 1 - Repair Polesti Dr Sinkholes SOW.pdf	PDF	Jul 21, 2021
Attachment 5 - Wage Det MS20200133.pdf	PDF	Jul 21, 2021
Attachment 9 - Notice of Compliance.pdf	PDF	Jul 21, 2021
Solicitation - FA301021R0015.pdf	PDF	Jul 21, 2021

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G. REED

A. MARASCA G. REED

MAHG20-115412 FEB 2021

M. KIRKLAND

REPAIR SINKHOLES PLOESTI

DRIVE

VARIES

N / A

INDEX OF DRAWINGS

REPAIR SINKHOLES PLOESTI DRIVE

KEESLER AFB, MS

C1.0 - OVERALL PROJECT LAYOUT

1 T1.0 - TITLE SHEET

KEESLER AFB, MISSISSIPPI

12 FEBRUARY 2021

NOT TO SCALE

LOCATION PLAN PLOESTI DRIVE

MAHG20-1154

C2.0 - PROJECT DETAILS3

NOT TO SCALE

VICINITY MAP

NOT TO SCALE

LOCATION MAP - KEESLER AIR FORCE BASE

BX PARKING LOT

PROJECT LOCATION

PROJECT END

STA. 68+00

PROJECT BEGIN

STA. 25+00

C3.0 - MANHOLE & AREA INLET DETAILS4

C4.0 - SS-2 CURB INLET DETAILS5

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MISSISSIPPI

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BILOXI

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OFFICE OF CIVIL ENGINEERS

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G. REED

A. MARASCA G. REED

MAHG20-115412 FEB 2021

M. KIRKLAND

REPAIR SINKHOLES PLOESTI

DRIVE

1" = 150'-0"

N / A

STA. 27+25.24

REPLACE 80' OF

EXISTING 30" RCP

REPLACE 30' OF

EXISTING 15" RCP

@ STA. 34+90.00 (PP-4)

REPLACE 80' OF

EXISTING 27" PIPE

WITH NEW 30" RCP

@ STA. 36+56.88 (PP-6)

EXISTING 72" RCP

STA. 48+68.25

EXISTING 72" RCP

STA. 53+21.65

ASE 2

ASE 1

PLAN VIEW LAYOUT

SCALE: 1" = 150'-0"

GENERAL NOTES

1. CONTRACTOR ENCOURAGED TO 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 AND

SCHEDULE.

4. REFER TO MATERIAL SPECIFICATIONS IN SCOPE OF WORK FOR REQUIREMENTS AND

APPLICATIONS.

5. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL LOCATE ALL UTILITIES, 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. CONTRACTOR SHALL 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 IS REQUIRED TO GPS LOCATE ALL UTILITY LINES AND APPURTENANCES

IMMEDIATELY AFTER INSTALLATION FOR UPDATING RED-LINE AS-BUILT DRAWINGS MAINTAINED

ON-SITE BY CONTRACTOR.

8. ALL CRANES COMING ON BASE MUST BE FIRST COORDINATED WITH WITH COE/BASE TO GET

FULL EXTENSION AND EXPECTED DURATION. THIS MUST BE SUPPLIED TO THE AIRFIELD 6

WEEKS PRIOR TO CRANE'S ARRIVAL. CONTRACTOR MUST HAVE FAA TEMPORARY CRANE PERMIT

IN HAND PRIOR TO ANY CRANE ACTIVITY.

9. CONTRACTOR SHALL APPOINT A CONSTRUCTION SUPERINTENDENT, 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-HOUR BASIS. WHEN THE CONTRACTOR'S REPRESENTATIVE

IS NOT AVAILABLE ON THE CONSTRUCTION SITE, AN ALTERNATIVE REPRESENTATIVE SHALL BE

PROVIDED.

10. EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO ANY DISTURBANCE.

11. EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING AREA AND ANY MATERIAL

STOCKPILES WHEN NECESSARY TO CONTROL EROSION AND STORMWATER RUNOFF.

12. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT ITS MOVEMENT BY

WIND FORCES.

13. 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.

14. CONTRACTOR SHALL UTILIZE EROSION CONTROL DEVICES AND PROCEDURES AS SET FORTH IN

MDOT STANDARD DETAILS, 2018 EDITION.

15. BE ADVISED THAT CONTRACTOR'S WORK MAY BE SUSPENDED WHEN LIGHTNING IS WITHIN 5

MILES.

16. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO OCCUPATIONAL SAFETY

AND HEALTH ADMINISTRATION (OSHA) REGULATIONS AND USACE SAFETY MANUAL EM385-1-1.

17. MONITORING WELLS ARE LOCATED IN THE AREA AND CAN BE SEEN ON THE MAP ATTACHED TO

STATEMENT OF WORK. WELLS ARE NOT TO BE TAMPERED WITH AND ANY DAMAGE MUST BE

PAID FOR BY THE CONTRACTOR.

18. ALL EXISTING STORMWATER DATA SHOWN IS FROM AS-BUILT DATA. CONTRACTOR TO VERIFY

PIPE SIZES AND LOCATIONS PRIOR TO BEGINNING WORK.

BACK BAY OF BILOXI

REPLACE ROAD SECTION DOWN TO

AND INCLUDING BASE, STA. 45+00 TO

STA. 55+00, SEE TYP. ROAD SECTION

DETAIL SHEET C2.0 (PHASE 2)

2" MILL & OVERLAY &

RESTRIPE STA. 25+00 TO STA.

39+00 (PHASE 1)

2" MILL & OVERLAY STA. 39+00

TO STA. 45+00 (PHASE 2)

2" MILL & OVERLAY STA. 55+00

TO STA. 68+00 (PHASE 2)

Feet

0 150 300

*NOTE: ALL CURB CUTS ARE TO BE

CLEANED OUT +6' TO ALLOW FOR

POSITIVE DRAINAGE. WHEN

REMOVING CURB, CURB CUTS ARE

TO BE REPLACED EVERY 100'

1. ALL STORM DRAIN PIPE JOINTS SHALL BE WRAPPED WITH GEOTEXTILE FABRIC. FABRIC SHALL

BE THREE (3) FEET WIDE (CENTERED OVER JOINT) AND LONG ENOUGH TO WRAP AROUND THE

PIPE JOINT AND OVERLAP 1/3 THE CIRCUMFERENCE OF THE PIPE.

2. STORM DRAIN PIPE SHALL BE TONGUE & GROOVE RCP IN ACCORDANCE WITH SPECIFICATIONS.

LOCATION FOR INSTALLATION AND SIZE OF PIPE SHALL BE AS SHOWN THIS SHEET.

3. BACKFILL MATERIAL TO BE PLACED ON BOTH SIDES OF PIPE SIMULTANEOUSLY DURING

BACKFILLING OPERATIONS TO PREVENT SHIFTING OR DAMAGE TO PIPE.

STORMWATER PLACEMENT NOTES

REPLACE EXISTING

MANHOLE (MH-1)

CONCRETE PIPE

COLLAR REQ'D

150' PROPOSED 18"

RCP @ 1.0% (PP-5)

PROPOSED CIP

MANHOLE (MH-2)

PROPOSED CIP

MANHOLE (MH-3)

*NOTE: SEE SHEET C3.0 FOR

MANHOLE DETAILS

PROPOSED AREA

INLET (AI-1), SEE

DETAIL SHEET C3.0

EXISTING JUNCTION

BOX W/ GRATE INLET

PROPOSED SS-2

CURB INLET (CI-1)

PROPOSED SS-2

CURB INLET (CI-2)

PROPOSED SS-2 CURB

INLET (CI-3) (DOUBLE)

30' PROPOSED 15"

RCP @ 1.0% SLOPE (PP-2)

30' PROPOSED 15"

RCP @ 1.0% SLOPE (PP-3)

REPLACE 80' OF EXISTING

30" RCP (PP-1)

USE EXISTING ROAD ELEVATIONS

FOR NEW ROAD SECTION; ENSURE

POSITIVE DRAINAGE

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APPROVED

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DRAWN

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AIR EDUCATION AND TRAINING COMMAND

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DATE

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MISSISSIPPI

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FACILITY NUMBER:

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SHEET OF

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DRAWING NUMBER:

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BILOXI

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OFFICE OF CIVIL ENGINEERS

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PIPE

O.D.

FINISHED

GRADE

PIPE

(SIZE & TYPE

VARIES)

PIPE BEDDING (SIZE "610" LIMESTONE)

REQUIRED WHEN PLACING NEW PIPE

MAX MAX

UNDISTURBED

EARTH

BACKFILL PLACED IN 8"

LIFTS COMPACTED TO

95% PROCTOR PER

ASTM D1557.

TRENCH DETAIL FOR STORM

DRAIN PIPE REPLACEMENT

SCALE: N.T.S.

SEE TYP. ROAD SECTION FOR

DETAILS FOR LIMESTONE

AND PAVEMENT REMOVAL

AND PLACEMENT WHERE

APPLICABLE

BACKFILL PLACED IN

6" LIFTS COMPACTED

TO 95% PROCTOR PER

ASTM D1557.

ASPHALT EDGES TO BE SAW CUT IN A VERTICAL

LINE WHERE REQUIRED. ANY LOOSE OR DISTURBED

PAVEMENT MUST BE REMOVED AND REPLACED.

MARKING TAPE

1 FOOT ABOVE PIPE

(WATER & SEWER PIPE ONLY)

12"

D E

P T

A R

I E

E R

MAX EXCAVATED TRENCH WIDTH = 50'-0"

LOCATOR WIRE

FOR SEWER

12"

TRAFFIC LANE = 12'-0"

4" HOT BITUMINOUS BINDER COURSE

6" CONCRETE CURB

AND GUTTER

(SEE DETAIL)

2" HOT BITUMINOUS SURFACE COURSE

"610" LIMESTONE USED AS BASE

6" THICKNESS COMPACTED TO 95%

PROCTOR PER ASTM D1557BACKFILL MATERIAL

TO BE COMPACTED

TO 95% ASTM D1557

SCALE: N.T.S.

STREET TYPICAL SECTION

WIDTH VARIES; MATCH EXIST.

2'-0"

1'-0"

EXISTING MATERIAL COMPACTED

TO 95% PROCTOR PER ASTM D1557

2'-0"

TRAFFIC LANE = 12'-0"

GEOTEXTILE FABRIC

UNDERNEATH BASE

SECTION A-A

CONCRETE COLLAR NOTES:

1. PIPE COLLARS SHALL ONLY BE USED AS SHOWN ON THE

PLANS.

2. 8 OZ. GEOTEXTILE FABRIC SHALL BE WRAPPED AROUND

THE PIPE COLLAR PRIOR TO BACKFILLING WITH ONE

CONTINUOUS PIECE OF FABRIC OVERLAPPING 18" ON

BOTH SIDES OF PIPE.

CUT EXISTING

PIPE TO THIS

LINE

CONCRETE PIPE COLLAR

SCALE: N.T.S.

SECTION VIEW

D (OR SPAN) + 2T + 1'-0"

15" MIN.

I S

#4 TIES @ 8" O.C.

2- #5 BARS

SCALE: N.T.S.

STORM PIPE WRAP DETAIL

1/4" RAD

2" RAD

1" RAD

1/4" RAD

CLASS "B" CONCRETE

COMBINATION CONCRETE

CURB & GUTTER

SCALE: N.T.S.

BACKFILL MATERIAL COMPACTED

TO 95% PROCTER PER ASTM D1557

EXISTING MATERIAL COMPACTED

TO 95% PROCTER PER ASTM D1557

"610" LIMESTONE BASE COMPACTED

TO 95% PROCTER PER ASTM D1557

TACK COAT

ASPHALT PAVING

1'-0"

1'-4"

2'-0"

G. REED

A. MARASCA G. REED

MAHG20-115412 FEB 2021

M. KIRKLAND

REPAIR SINKHOLES PLOESTI

DRIVE

N / A

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APPROVED

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DRAWN

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AIR EDUCATION AND TRAINING COMMAND

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DATE

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MISSISSIPPI

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FACILITY NUMBER:

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SHEET OF

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DRAWING NUMBER:

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BILOXI

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OFFICE OF CIVIL ENGINEERS

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KEESLER AIR FORCE BASE

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# 5 BARS

3'- 0" MIN.

SECTION A-A

PLAN VIEW

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

AREA INLET

NOTES:

1. STEPS SHALL BE INSTALLED IN ALL INLETS DEEPER THAN 3'

2. STEPS WILL BE INSTALLED IN A STRAIGHT ALIGNMENT SO

AS TO FORM A CONTINOUS LADDER.

3. SPACING FROM THE TOP OF THE INLET SHALL BE NO MORE

THAN 2' UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER

OR HIS AUTHORIZED REP.

4. STEPS WILL BE REINFORCED COPOLYMER POLYPROPYLENE

PLASTIC STEPS 12" O.C CONFORMING TO ASTM C478.

5" 5"

O.D. + 1'-0"

#5 @ 8" (TYP.)

# 5 @ 8" TYP.

FINISHED GRADE

# 5 @ 8" (TYP.)

6" 6"

VARIES 6"

V A

R I E

V A

R I E

MANHOLE SHALL BE AS FOLLOWS:

NOTE: MINIMUM INSIDE DIAMETER OF

27 IN. TO 42 IN. (INCL.)

24 IN. OR LESS

V A

R I A

B L

ALTERNATE BASE

8 IN. MIN.

6 IN.

MANHOLE

BASE

42 IN. TO 54 IN.

PIPE SIZE

POURED INVERT

2 IN. MIN.

8 IN. MIN.

1 FT.

2 IN.

18 IN. MAX

A X

E P

T H

I N

E P

T H

I N

E P

T H

RUNGS 12" O.C.

MANHOLE

SEE NOTE

24 IN.

24 IN. RING AND COVER - 400 LB.

#00173025A01 OR APPROVED EQUAL

EAST JORDAN IRON WORKS PRODUCT

FINISHED GRADE

16 IN. MAX

A X

48 IN.

60 IN.

72 IN.

DIAMETER

MIN. MANHOLE

POURED CONCRETE

INSIDE AND OUT

GROUT BASE TO CONE

BASE

OVER 54 IN. 84 IN.

CAST-IN-PLACE MANHOLE

SCALE: N.T.S.

LIMESTONE BASE REQ'D

6" SIZE 610 CRUSHED

G. REED

A. MARASCA G. REED

MAHG20-115412 FEB 2021

M. KIRKLAND

REPAIR SINKHOLES PLOESTI

DRIVE

N / A

1. MANHOLE SHALL BE DESIGNED BY REGISTERED

PROFESSIONAL ENGINEER IN THE STATE OF MS. STAMPED

SHOP DRAWINGS ARE TO BE PROVIDED.

2. DIAMETER OF OPENING FOR PIPE SHALL BE 1" LARGER

DIAMETER THAN BELL OF THE PIPE BEING USED.

3. CONCRETE TO BE MIN. 3500 P.S.I., REINFORCING STEEL TO BE

A.S.T.M. A 615 GRADE 60.

4. ALL NEW LINE TIE-INS SHALL BE CORE-DRILLED WITH RUBBER

BOOT ADDED.

5. BITUMASTIC COATING SHALL BE FIELD-APPLIED.

6. FRAME AND COVER SHALL BE USF170 E (ASTM SPEC. A-48,

CLASS 30 CAST IRON) OR APPROVED EQUAL. COVER SHALL

ALSO BE CLEARLY LABELED WITH "STORM" OR "STORM

SEWER".

7. REFER TO STATEMENT OF WORK FOR CONNECTIONS TO

EXISTING MANHOLES.

8. MINIMUM BENCH THICKNESS 4", AS MEASURED BELOW

LOWEST PIPE INVERT.

9. PRECAST MANHOLES WILL NOT BE ALLOWED.

MANHOLE NOTES:

RUNNING TRACK TYPICAL SECTION

1/2" "TRACK-LITE" SURFACE

2" HMA WEARING COURSE

SIZE 610 CRUSHED

LIMESTONE BASE

COMPACT EXISTING SANDY SOIL

SUBGRADE TO 95% STD. PROCTOR

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FACILITY NUMBER:

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BILOXI

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TOTAL

CONC.

TOTAL

STEEL

TOTAL

CONC.

TOTAL

STEEL

TOTAL

CONC.

TOTAL

STEEL

SS-2 INLET NOTES:

1. WHERE INLET OR INLET WITH EXTENSION(S) IS USED WITH CONCRETE PAVEMENT WITH INTERGRAL CURB, THE PAVEMENT IS TO BE BLOCKED OUT TO THE DIMENSIONS AS SHOWN FOR THE GUTTER PORTION

OF THE INLET OR INLET WITH EXTENSION(S). THE PORTION BLOCKED OUT SHALL BE PLACED INTEGRAL

THE CONCRETE PAVEMENT AND THE INLET OR INLET WITH EXTENSION(S) SHALL BE A KEYED JOINT AS

SHOWN. A SMOOTH CONSTRUCTION JOINT WILL NOT BE PERMITTED. QUANTITIES FOR BLOCKED OUT

AREA OF PAVEMENT SHALL BE INCLUDED IN QUANTITIES FOR INLET OR INLET WITH EXTENSION(S).

INLET WALLS, WILL BE USED AS THE BASIS OF FINAL PAYMENT UNLESS THIS PLAN IS MODIFIED.

PERFORATED PIPE SHALL BE STUBBED OUT OF DRAINAGE STRUCTURE WALLS FOR DRAIN RELIEF OF STORM

DRAIN BEDDING. PERFORATED PIPE SHALL BE 6" DIA. x 18" LONG SDR-26 PIPE AND SHALL BE INSTALLED

3" ABOVE INVERT OF LOWEST PIPE AS SHOWN ON THE DETAIL. PERFORATED PIPE SHALL BE INSTALLED

ON BOTH SIDES OF EACH PIPE OR ANY SIDE OF BOX THAT PROVIDES MIN. CLEARANCE AS SHOWN ON THE

DETAIL OR AS DIRECTED BY CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE. PERFORATED PIPE SHALL BE

WRAPPED WITH GEOTEXTILE FABRIC THE ENTIRE LENGTH OF THE STUB-OUT. THE FABRIC SHALL BE

NSTALLED IN SUCH A MANNER THAT SILT IS PREVENTED FROM ENTERING THE OPEN END OF THE STUB-OUT

AS WELL AS THE PERFORATIONS. THIS SHALL APPLY TO ALL DRAINAGE STRUCTURES.

SECTION THRU

MANHOLE COVER

SECTION THRU

MANHOLE COVER RING

I O

I N

CONSTRUCTION

JOINT

CONSTRUCTION

JOINT

NORMAL

GUTTER

DEPRESSED

SLOPE

NORMAL SLOPE

OF GUTTER

NORMAL

TRANSVERSE SLOPE

DEPRESSED

SLOPE

CONSTRUCTION

JOINT

CONSTRUCTION

JOINT

CONSTRUCTION

JOINT

THIS PORTION OF

INLET WALL TO BE

OMITTED WHEN

EXTENSION IS

CONSTRUCTED.

DEPRESSED

GUTTER LINE

NORMAL

GUTTER LINE

MANHOLE

COVER

2. THE QUANTITIES SHOWN, MINUS VOLUMETRIC DISPLACEMENT OF CONCRETE BY PIPE CULVERTS THROUGH

CONSTRUCTION JOINT

CONSTRUCTION

JOINT

THROAT DETAIL OF

BARRIER CURB

THROAT DETAIL OF

ROLLED CURB

DETAIL OF KEYED

CONSTRUCTION JOINTS

NOTE: FIELD BEND BARS "L"

TO CENTER OF GUTTER SECTION

BARS "M"

(SEE GENERAL

NOTE 1)

4. FIELD CUT AND BEND BARS AS NECESSARY TO ACCOMMODATE STORM SEWER. NO DEDUCTIONS ARE TO

BE MADE IN STEEL QUANTITIES.

NOTE: WING QUANTITIES

ARE INCLUDED IN

INLET QUANTITIES.

NO.

ANY DEPTHS OTHER THAN THESE SHOWN MAY BE USED WHEREVER DEEMED NECESSARY. QUANTITIES

FOR OTHER DEPTHS, FALLING WITHIN THE LIMITS OF THE TABLE, MAY BE FOUND BY INTERPOLATION.

5-1/2"

1/4"

NO.

1.99

2.15

2.31

2.47

2.62

2.78

2.94

3.10

3.25 yd

2.15

2.32

2.49

2.65

2.82

2.99

3.15

3.32

3.49 yd

2.31

2.49

2.66

2.84

3.01

3.19

3.37

3.54

3.72

NO.

NOTE: WHERE EXTENSION IS USED WITH CONCRETE PAVEMENT,

ADD 27 lbs OF STEEL FOR BARS "M".

yd /ft

0.315

0.333

0.352

0.370

0.389

0.408

0.426

0.445

0.463

0.482

0.500

BAR

"E"

"G"

"H"

"L"

2" GUTTER

DEPRESSION

2" GUTTER

DEPRESSION

2" GUTTER

DEPRESSION

2" GUTTER

DEPRESSION

1-5/8"

TRANSITION FOR GUTTER

(UPSTREAM = 3'-0" PER

1" DEPRESSION)

2'-6"

3'-0"

3'-6"

4'-0"

4'-6"

5'-0"

5'-6"

6'-0"

6'-6"

7'-0" yd /ft

0.315

0.333

0.352

0.371

0.389

0.408

0.426

0.445

0.463

0.481

3'-6"

4'-0"

4'-6"

5'-0"

5'-6"

6'-0"

6'-6"

7'-0"

7'-6"

8'-0"

8'-6"

BAR "B"

#4 @ 9"

BAR "B"

#4 @ 9"

BAR "B"

#4 @ 9"

SIZE

LENGTH

5'-8"

SEE SCHEDULE

6'-9"

4'-9"

SPACING

AS SHOWN

0'-11"

AS SHOWN

NUMBER

WEIGHT

lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs

LGTH.

3'-10"

4'-4"

4'-10"

5'-4"

5'-10"

6'-4"

6'-10"

7'-4"

7'-10"

LGTH.

3'-10"

4'-4"

4'-10"

5'-4"

5'-10"

6'-4"

6'-10"

7'-4"

7'-10"

LGTH.

3'-10"

4'-4"

4'-10"

5'-4"

5'-10"

6'-4"

6'-10"

7'-4"

7'-10" lbs lbs lbs

LGTH.

2'-7"

3'-1"

3'-7"

4'-1"

4'-7"

5'-1"

5'-7"

6'-1"

6'-7"

LGTH.

2'-7"

3'-1"

3'-7"

4'-1"

4'-7"

5'-1"

5'-7"

6'-1"

6'-7"

LGTH.

2'-7"

3'-1"

3'-7"

4'-1"

4'-7"

5'-1"

5'-7"

6'-1"

6'-7" lbs lbs lbs

BAR "K"

#4 @ 9"+

BAR "K"

#4 @ 9"+

BAR "K"

#4 @ 9"+

BAR "J"

L=2'-3"

BAR "J"

L=2'-3"

BAR "F"

L=9'-8"

BAR "F"

L=9'-8"

BAR "F"

L=9'-8"

BAR "D"

L = 5'-8"

#4 @ 12"+

BAR "D"

L = 5'-8"

#4 @ 12"+

BAR "D"

L = 5'-8"

#4 @ 12"+

BAR "C"

L = 5'-8"

#4 @ 9"

BAR "S"

L = 5'-8"

#4 @ 12"

BAR "S"

L = 5'-8"

#4 @ 12"

BAR "S"

L = 5'-8"

#4 @ 12"

BAR "A"

L = 4'-2"

#4 @ 9" lbs lbs lbs lbs lbs lbs lbs

ADD. CONCRETE

PER FOOT OF W

ADD. CONCRETE

PER FOOT OF H

GUTTER PORTION OF THE INLET OR INLET WITH EXTENSION(S) 15". THE CONSTRUCTION JOINT BETWEEN

3. FOR CONVENIENCE, DEPTHS OF INLETS SHOWN IN ABOVE TABLE ARE INCREMENTS OF 6". BUT

TRANSITION FOR GUTTER

(DOWNSTREAM = 1'-0"

BAR "C"

L = 6'-2"

#4 @ 9"

BAR "A"

L = 4'-8"

#4 @ 9"

BAR "A"

L = 5'-2"

#4 @ 9"

BAR "C"

L = 6'-8"

#4 @ 9"

WITH THE TOP OF THE INLET OR INLET WITH EXTENSION(S). #8 DEFORMED BARS 30" LONG ( REFERRED ON

THIS DRAWING AS "BARS M" ) SHALL BE PLACED ON 18" CENTERS AT THE CENTER OF THE PAVEMENT.

lbs lbs lbs lbs

7/8" DIA

HANDLING HOLE

1/2" SHARP FACE

GOTHIC

CITY OF BILOXI

EAST JORDAN IRON WORKS

PRODUCT #41701024A01 OR APPROVED EQUAL

DUM PING! DRAINSTO

2'-0" 5'-0" 5'-0" 2'0"

WING

EXTENSION INLET WING

2'-0"5'-0"5'-0"2'-0"

1"-8" 1'-0"

1'-8" 2'-0"

V A

R I E

1'-0"

W + 8"

1'-10"

1'-8"

1'-6"

H - 11"

20"

21"

19-1/4" 7/8"7/8"

20-1/4"3/8" 3/8"

W + 4"

5'-0"5'-0"5'-0" 5'-0"5'-0"5'-0"

2"2"

6" 1"

1-5/8"

6-5/8" 6-5/8" 3/8"3/8"

ALL CASTINGS SHALL MEET

AASHTO M306 LATEST REVISION

WEIGHT: 70lbs

3/4" SHARP FACE

GOTHIC

G. REED

A. MARASCA G. REED

MAHG20-115412 FEB 2021

M. KIRKLAND

REPAIR SINKHOLES PLOESTI

DRIVE

N / A

AutoCAD SHX Text

QUANTITIES FOR ONE EXTENSION

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INLET WITH TWO EXTENSIONS

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INLET WITH ONE EXTENSION

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REGULAR INLET

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SS-2 INLET PLAN

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MANHOLE COVER PLAN

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PLAN OF INLET AND EXTENSIONS

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BACK OF CURB

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BACK OF CURB

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NORMAL GUTTER

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AutoCAD SHX Text F

AutoCAD SHX Text L

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CONSTRUCTION JOINT

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TOP OF CURB

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AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

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(SEE SECTION A-A)

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CONCRETE

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PAVEMENT

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BAR DETAILS

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LENGTH

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SECTION B-B

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SECTION C-C

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SECTION A-A

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BAR "A"

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BARS "A"

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BARS "A"

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BARS "A"

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BARS "A"

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BARS "D"

AutoCAD SHX Text

BARS "D"

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BARS "D"

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BARS "D"

AutoCAD SHX Text D

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BARS "E"

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BAR "E"

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BARS "C"

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BARS "C"

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BARS "B"

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BARS "B"

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BARS "B"

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BARS "S"

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BARS "S"

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BARS "F"

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BARS "F"

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BARS "F"

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BAR "F"

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BAR "S"

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BAR "C"

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BAR "B"

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BARS "J"

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BARS "K"

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BARS "K"

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BAR "K"

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BAR "E"

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BAR "L"

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BARS "G"

AutoCAD SHX Text

BARS "G"

AutoCAD SHX Text "G1"

AutoCAD SHX Text "G2"

AutoCAD SHX Text "G6"

AutoCAD SHX Text "G5"

AutoCAD SHX Text "G4"

AutoCAD SHX Text "G3"

AutoCAD SHX Text "G1"

AutoCAD SHX Text

BAR "K"

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BAR "G"

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BAR "G" SCHEDULE

AutoCAD SHX Text "G2"

AutoCAD SHX Text "G3"

AutoCAD SHX Text "G4"

AutoCAD SHX Text "G5"

AutoCAD SHX Text "G6"

AutoCAD SHX Text "G3"

AutoCAD SHX Text "G4"

AutoCAD SHX Text "G5"

AutoCAD SHX Text "G6"

AutoCAD SHX Text H

AutoCAD SHX Text

BARS "H"

AutoCAD SHX Text

BARS "H"

AutoCAD SHX Text

BARS "H"

AutoCAD SHX Text

BAR "H"

AutoCAD SHX Text

INVERT

AutoCAD SHX Text

BARS "L"

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NO.

AutoCAD SHX Text

AutoCAD SHX Text 1" R

AutoCAD SHX Text 3" R

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NO.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

AutoCAD SHX Text 6" R

AutoCAD SHX Text

#8 TIE BARS "M"

AutoCAD SHX Text "G1"

AutoCAD SHX Text "G2"

AutoCAD SHX Text "G3"

AutoCAD SHX Text "G4"

AutoCAD SHX Text "G5"

AutoCAD SHX Text "G6"

AutoCAD SHX Text H

AutoCAD SHX Text NOTE: WEIGHT OF RING & COVER = 79 lbs

AutoCAD SHX Text

NO.

AutoCAD SHX Text

BAR "J"

AutoCAD SHX Text TOTAL STEEL FOR ONE EXTENSION = 110 lbs

AutoCAD SHX Text TOTAL CONCRETE FOR ONE EXTENSION = 0.89 yd

AutoCAD SHX Text 6"

AutoCAD SHX Text 6" R

AutoCAD SHX Text 6"

AutoCAD SHX Text 6" R

AutoCAD SHX Text 6"

AutoCAD SHX Text 5"

AutoCAD SHX Text 5" R

AutoCAD SHX Text 4" R

AutoCAD SHX Text

PER 1" DEPRESSION)

AutoCAD SHX Text 1'-7"

AutoCAD SHX Text

AutoCAD SHX Text %%u15'-0" INLET%%U

AutoCAD SHX Text %%u10'-0" INLET%%U

AutoCAD SHX Text %%u5'-0" INLET%%U

AutoCAD SHX Text

STEEL = 8.68W + 9.35Y +3.79W' + 7.57H' +341

AutoCAD SHX Text

CONC = (WY + 5.5W + 6Y + 62.671)/27

AutoCAD SHX Text

STEEL = 8.68W + 9.35Y + 3.79W' + 7.57H' + 231

AutoCAD SHX Text

CONC. = (WY + 5.5W + 6Y + 38.641)/27

AutoCAD SHX Text

STEEL = 8.68W + 9.35Y + 3.79W' + 7.57H' + 121

AutoCAD SHX Text

CONC. = (WY + 5.5W + 6Y + 14.611)/27

AutoCAD SHX Text #4

AutoCAD SHX Text W=3'-6"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 5'-6"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 6'-6"

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text 7'-10"

AutoCAD SHX Text L=2'-3"

AutoCAD SHX Text W=2'-6"

AutoCAD SHX Text

BILL OF REINFORCING STEEL FOR 1-5'-0" INLET

AutoCAD SHX Text

BILL OF REINFORCING STEEL FOR 1-5'-0" INLET

AutoCAD SHX Text

BILL OF REINFORCING STEEL FOR 1-5'-0" INLET

AutoCAD SHX Text

AutoCAD SHX Text W=3'-0"

AutoCAD SHX Text NOTE: WHERE INLET IS USED WITH CONCRETE PAVEMENT, ADD 73 lbs OF STEEL FOR BARS "M".

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text 8'-2"

AutoCAD SHX Text 8'-5"

AutoCAD SHX Text 8'-8"

AutoCAD SHX Text 8'-10"

AutoCAD SHX Text 1'-0"

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5. NO DEDUCTIONS ARE MADE FOR PIPE OPENINGS IN FORMULAS.

AutoCAD SHX Text

1. W AND H ARE EXPRESSED IN DECIMAL FEET.

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3. Y = (H-0.5).

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2. W' = W ROUNDED TO NEAREST WHOLE FOOT.

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4. H'= (H - 2.08) ROUNDED TO NEAREST WHOLE FOOT.

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EXTENSION NOTES:

AutoCAD SHX Text 5.

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RING TOP VIEW

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MIN.

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

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APPROVED

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DRAWN

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AIR EDUCATION AND TRAINING COMMAND

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DATE

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REVISION

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UNITED STATES AIR FORCE

AutoCAD SHX Text A

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MISSISSIPPI

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FACILITY NUMBER:

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SHEET OF

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DRAWING NUMBER:

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BILOXI

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RECOMMENDED:

AutoCAD SHX Text (Chief of Engineering)

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SUBMITTED:

AutoCAD SHX Text (Chief of Contracts Design)

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SCALE:

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PROJECT NUMBER:

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CHECKED:

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DATE:

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DESIGNED:

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DRAWN:

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OFFICE OF CIVIL ENGINEERS

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KEESLER AIR FORCE BASE

AutoCAD SHX Text G

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AutoCAD SHX Text F

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AutoCAD SHX Text C4.0

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AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text B

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AutoCAD SHX Text A

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File details come from the government source that posted it. Updated Jul 21, 2021.