B.08 - Solicitation - W912HN22B4010 - Drawings - Volume 1-AMD2.pdf

PDF 2 MB Posted Sep 2, 2022

Attached to: W912HN22B4010 - Project Number PN95667-Repair Hunter Airfield Infrastructure
Solicitation number: W912HN22B4010
Issued by: Department of the Army Corps of Engineers Engineering District Savannah

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal solicitation seeking storm sewer and airfield pavement repair services. The U.S. Army Corps of Engineers Savannah District is soliciting fixed-price bids for project number PN95667, titled Repair Hunter Airfield Infrastructure, with a period of performance of 245 calendar days from notice to proceed. Services include reconstructing and repairing runways, taxiways, and aprons at Hunter Army Airfield, along with airfield storm sewer system repairs. The small business set-aside has a NAICS code of 237310 and $39.5 million size standard. The bid due date is September 9, 2022. A site visit is scheduled for August 23, 2022 at 10:00 AM at building 1252. The pre-solicitation notice provides contact information for the contracting officer and contract specialist.

View the file

Other files

File	Type	Posted
C.04 - Abstract-Construction - W912HN22B4010 (1).pdf	PDF	Sep 13, 2022
B.08 - Solicitation - W912HN22B4010 - Specifications-AMD3.pdf	PDF	Sep 7, 2022
B.08 - Solicitation - W912HN22B4010 - Amendment 0003.pdf	PDF	Sep 7, 2022
B.08 - Solicitation - W912HN22B4010 - Amendment 0003 - Conformed Copy.pdf	PDF	Sep 7, 2022
B.08 - Solicitation - W912HN22B4010 - Amendment 0002 - Conformed Copy.pdf	PDF	Sep 2, 2022
B.08 - Solicitation - W912HN22B4010 - Specifications-AMD2.pdf	PDF	Sep 2, 2022
B.08 - Solicitation - W912HN22B4010 - Drawings - Volume 3-AMD2.pdf	PDF	Sep 2, 2022
B.08 - Solicitation - W912HN22B4010 - Amendment 0002.pdf	PDF	Sep 2, 2022
B.08 - Solicitation - W912HN22B4010 - Drawings - Volume 2-AMD2.pdf	PDF	Sep 2, 2022
B.08 - Solicitation AMD 0001 (Conformed) - W912HN22B4010 - PN95667 Repair Airfield infrastructure HAAF GA.pdf	PDF	Aug 31, 2022
Site Visit Minutes Sign in Roster - W912HN22B4010 - HAAF Airfield infrastructure Repair.pdf	PDF	Aug 31, 2022
B.08 - Solicitation AMD 0001 (SF30) - W912HN22B4010 - PN95667 Repair Airfield infrastructure HAAF GA.pdf	PDF	Aug 31, 2022
B.08 W912HN-22-B-4010 Solicitation (95667) 20220810.pdf	PDF	Aug 10, 2022
B.08 Site Visit Map 20220624.pdf	PDF	Aug 10, 2022
B.08 W912HN-22-B-4010_SPECS.pdf	PDF	Aug 10, 2022
W912HN-22-B-4010_DRAWINGS_VOL1.pdf	PDF	Aug 10, 2022
W912HN-22-B-4010_DRAWINGS_VOL2.pdf	PDF	Aug 10, 2022
W912HN-22-B-4010_DRAWINGS_VOL3.pdf	PDF	Aug 10, 2022

Show all 18

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.

GI001

, A

O N

D Q

TS H

F-

D R

N _G

.D W

C H

D B

D R

B Y:

E D

U C

R M

R S

SHEET ID

READY TO ADVERTISE

2 3 4 5 6 7 8 9 10

N N

D B

C O

N O

US Army Corps of Engineers

R Y

C O

D E

U .S

. A R

M Y

C O

O F

R S

N N

C R

O N

, I L

w w w .e xp fe de ra l.c om pr oj n o:

C H

I-0

2- A0

W . O

, G A

N -2

2- B-

H U

R A

R M

, G

R G

M E

LEGEND:

STORM SEWER

DITCH LINE

SANITARY SEWER

FIRE LINE

WATER LINE

FUEL LINE

COMMUNICATION LINE

ELECTRICAL (PRIMARY)

ELECTRICAL (SECONDARY)

GAS LINE

CONTAMINATION PLUME

MONITORING WELL

STORM JUNCTION

STORM INLET

STORM SEWER ENDWALL

WATER VALVE

FIRE HYDRANT

WATER FITTING

SANITARY MANHOLE

POLE MOUNT LIGHT

FUEL TANK

FUEL PUMP STATION

FUEL HYDRANT FILL POINT

CANOOCHEE LIGHT

CANOOCHEE POLE

GUY WIRE

COMMUNICATION MANHOLE

COMMUNICATION TRANSFORMER BANK PAD MOUNT

COMMUNICATION TRANSFORMER BANK POLE MOUNT

CLEANOUT

WATER METER

UNDERGROUND STORAGE TANK

AIRFIELD LIGHTING

CONTROL POINT

CULVERT PIPE

ESTIMATED QUANTITIES

ITEM DESCRIPTION UNIT QUANTITY REMARKS

CLEAN DEBRIS LF 6535

CIPP LF 22 500

PIPE REPLACEMENT LF 535 RCP SIZES INCLUDE: 30",18",

AND 24".

CLEAR AND GRUB SY 980

ABBREVIATIONS:

ADR AREA DRAIN ROUND

ADS AREA DRAIN SQUARE

BTTM BOTTOM OF STRUCTURE

G GROUND

HW HEADWALL

IE OR INV INVERT ELEVATION

ME MATCH EXISTING

OUT OUTFALL

P PAVEMENT

RCP REINFORCED CONCRETE PIPE

STMH STORM MANHOLE

SW SIDEWALK

TOP TOP OF STRUCTURE

TP TOP OF PAD

CIPP CURED IN PLACE PIPE

TW TOP OF WALL

BW BOTTOM OF WALL

SAN

LPG

COMM

ESES

XXXX

12.3

FENCE LINE

EXISTING CONTOUR

EXISTING SPOT ELEVATION

BUILDING NUMBER

ITEM TO BE REMOVED

SILT FENCE

INLET PROTECTION

CONTRACTOR STAGING AREA

X X X X X X X X X

Sd1-NS

INDEX OF DRAWINGS

SHEET NUMBER SHEET TITLE

G-001 COVER SHEET

GI001 LEGEND, ABBREVIATIONS AND QUANTITIES

GC100 HAUL ROUTE

C-001 GENERAL NOTES

C-002 GENERAL NOTES

C-003 GENERAL NOTES

C-100 OVERALL KEY MAP

CU101 UTILITY PLAN 1

CU102 UTILITY PLAN 2

CU103 UTILITY PLAN 3

CU104 UTILITY PLAN 4

CU105 UTILITY PLAN 5

CU106 UTILITY PLAN 6

CU107 UTILITY PLAN 7

CU108 UTILITY PLAN 8

CU109 UTILITY PLAN 9

CU110 UTILITY PLAN 10

CU111 UTILITY PLAN 11

CU112 UTILITY PLAN 12

CU113 UTILITY PLAN 13

CU114 UTILITY PLAN 14

CU115 UTILITY PLAN 15

CU116 UTILITY PLAN 16

CU117 UTILITY PLAN 17

CU118 UTILITY PLAN 18

CU119 UTILITY PLAN 19

CU120 UTILITY PLAN 20

CU121 UTILITY PLAN 21

CU122 UTILITY PLAN 22

CU123 UTILITY PLAN 23

CU124 UTILITY PLAN24

CU125 UTILITY PLAN 25

C-501 DETAILS

CONTROL POINTS

POINT

NUMBER NORTHING EASTING ELEVATION DESCRIPTION

2 733719.084 977107.851 37.32 MAG NAIL IN GRASS AREA; MARKED WITH STAKE AND FLAGGED

69 733787.396 976838.113 37.63 MAG NAIL IN GRASS AREA; MARKED WITH STAKE AND FLAGGED

70 732491.396 978315.122 24.64 MAG NAIL IN GRASS AREA; MARKED WITH STAKE AND FLAGGED

71 732629.025 978280.001 21.83 MAG NAIL IN GRASS AREA; MARKED WITH STAKE AND FLAGGED

72 735787.673 973793.083 35.27 TOP OF HELICOPTER TIE DOWN ANCHOR BOLT IN CONCRETE

73 735856.366 973880.637 35.40 TOP OF HELICOPTER TIE DOWN ANCHOR BOLT IN CONCRETE

74 730567.927 964396.145 17.19 MAG NAIL IN GRASS AREA; MARKED WITH STAKE AND FLAGGED

75 730699.772 964475.179 17.47 MAG NAIL IN GRASS AREA; MARKED WITH STAKE AND FLAGGED

76 731006.920 966932.470 11.92 MAG NAIL IN GRASS AREA; MARKED WITH STAKE AND FLAGGED

77 731141.316 966941.577 11.29 MAG NAIL IN GRASS AREA; MARKED WITH STAKE AND FLAGGED

78 734458.533 975841.936 37.37 MAG NAIL IN GRASS AREA; MARKED WITH STAKE AND FLAGGED

79 734402.155 975697.887 36.25 MAG NAIL IN GRASS AREA; MARKED WITH STAKE AND FLAGGED

80 731669.800 965857.569 12.09 MAG NAIL IN GRASS AREA; MARKED WITH STAKE AND FLAGGED

81 731811.423 966005.454 10.36 MAG NAIL IN GRASS AREA; MARKED WITH STAKE AND FLAGGED

C C

O R

C E

H A

D M

CU109MATCH LINE-SEE SHEET-

LIN

E-

T-

LIN

E-

T-

LIN

E-

T-

CU114MATCH LINE-SEE SHEET-

LIN

E-

T-

LIN

E-

T-

LIN

E-

T-

CU114MATCH LINE-SEE SHEET-

CU118MATCH LINE-SEE SHEET-

COMM

XXXX

LPG

SAN

XXXX

C O

M M

C O

M M

COMM

SD SD

STMH TOP 37.38

I.E. = 25.85 - 42" RCP SE

I.E. = 27.23 - 18" HDPE NE

ADR TOP 35.86

I.E. = 26.96 - 24" RCP SW

I.E. = 30.45 - 8" DIP SE

ADS 94 TOP 35.16

I.E. = 25.88 - 48" RCP SW

I.E. = 26.29 - 24" RCP NE

I.E. = 25.81 - 42" RCP NE

I.E. = 25.99 - 24" RCP SE

ADS 97 TOP 37.06

I.E. = 28.33 - 24" RCP SW

I.E. = 28.66 - 18" RCP NW

UNKNOWN SE

ADS 98 TOP 36.84

I.E. = 30.76 - 18" RCP SE

I.E. = 30.74 - 18" RCP NW

ADS 99 TOP 36.91

I.E. = 31.56 - 18" RCP SE

I.E. = 29.15 - 36" RCP SE

ADS 102 TOP 35.87

I.E. = 27.92 - 42" RCP SE

I.E. = 27.92 - 24" RCP NW

I.E. = 36" RCP NNW

ADS 254 TOP 35.29

I.E. = 25.34 - 2X42" RCP SE

I.E. = 25.51 - 2X36" RCP NW

I.E. = UNKNOWN NW

ADS TOP 35.40

I.E. = 30.96 - 15" PVC SW

ADS TOP 35.94

I.E. = 29.82 - 18" HDPE W

I.E. = 30.31 - 15" PVC NE

ADS TOP 35.73

I.E. = 28.98 - 18" HDPE SW

I.E. = 29.22 - 18" HDPE E

ADS 255 TOP 37.61

I.E. = 24.95 - 60" RCP SW

I.E. = 24.95 - 2 x 42" RCP NW

OFFSET TOP

ADS TOP 37.06

I.E. = 31.85 - 8" DIP NW

ADS TOP 37.12

I.E. = 31.94 - 8" DIP NW

GRATE 92 TOP 36.67

I.E. = 28.73 - 42" RCP SW

15" RCP NE

36" RCP SE

37.47

37.48

37.43

37.53

37.62

37.74

37.69

STMH 246 TOP 35.48

I.E. = 24.10 - 2X54" RCP SW*

I.E. = 24.12 - 60" RCP NNE

I.E. UNKNOWN 2X42" RCP NE*

SD SD

X X

GRATE INLET 253

TOP=34.98

BTTM=27.63

I.E=27.06

30" RCP SW

GRATE INLET 256

TOP=34.86

BTTM=27.39

SILT SCREEN

UNDER GRATE

GRATE INLET 257

TOP=34.85

BTTM=27.32

SILT SCREEN

UNDER GRATE

GRATE INLET 101

TOP=35.31

BTTM=28.81

I.E=28.67

36" RCP NW

I.E=28.68±

36" RCP SE

GRATE INLEL 93

TOP=35.21

BTTM=27.98

I.E=27.94

36" RCP NW

GRATE INLET

243/244/245

TOP=34.68(AVG)

BTTM=24.59

I.E=24.60

60" RCP SW

I.E=24.52

54" RCP NW

LEGEND

CURED-IN-PLACE PIPE

REMOVE DEBRIS

REPLACE STORM SEWER PIPE SEGMENTS TO JOINT

CU114

TS H

F-

D R

N _C

W G

C H

D B

D R

B Y:

E D

U C

R M

R S

SHEET ID

READY TO ADVERTISE

2 3 4 5 6 7 8 9 10

N N

D B

C O

N O

US Army Corps of Engineers

R Y

C O

D E

U .S

. A R

M Y

C O

O F

R S

N N

C R

O N

, I L

w w w .e xp fe de ra l.c om pr oj n o:

C H

I-0

2- A0

W . O

, G A

N -2

2- B-

H U

R A

R M

, G

R G

M E

UTILITY PLAN 14

SCALE: 1" = 50'1 0 50' 100'

KEY NOTES:

REPLACE APPROXIMATELY 85 LF OF 30-INCH RCP. REFERENCE

DETAIL 3/C-501 FOR UTILITY TRENCH.

CIPP REMEDIATION SHALL APPLY ONLY TO SE PIPE BETWEEN

STRUCTURES 246 AND 252. SEE CU118 FOR PIPE CONTINUATION.

REPLACE APPROXIMATELY 275 LF OF 18-INCH RCP. SEE CP103 IN

VOL2BOOK1 FOR SLAB REPLACEMENT.

REPLACE APPROXIMATELY 200 LF OF 24-INCH RCP. SEE CP103 IN

VOL2BOOK1 FOR SLAB REPLACEMENT.

C C

O R

C E

H A

D M

CU122MATCH LINE-SEE SHEET-

CU125MATCH LINE-SEE SHEET-

LIN

E-

T- CU

LIN

E-

T-

COMM

C O

M M

COMM COMM COMM COMM COMM

E E E E E E E E E

ES ES

E E E E E E E E E E E

E E

ESESESESESESES

ESESESESESESESES

ESESESESESESES

W W W W W

WWW

W W

W W W W

SAN

E E E E E E E E E E E

E E

E E E

COMM

C O

M M

XXXX

COMM

XXXX

E E

ESESESESESESES

ESESES

ADR 68 TOP 14.10

ADR 68 TOP 14.09

ADR 68 TOP 14.08

I.E. = 9.37 - 24" RCP SW

I.E. = 9.31 - 18" RCP SSW

ADS 66 TOP 13.62

I.E. = 10.45 - 36" RCP NW

I.E. = 10.47 - 36" RCP SE

16.54

XXXX

XXXXX

X X

X X X X X X X X X X X

X X

XXXXX

SABER HALL

ACCESS CNT FAC

WATER

PUMP8654

UTH

SABER RD

OUTFALL INV 9.72

36" RCP SE

GRATE INLET 67

TOP=16.21

BTTM=13.31

I.E.=13.06

18" RCP SW

GRATE INLET 65

TOP=15.37

BTTM=10.82

GRATE INLET 72

TOP=18.00

BTTM=14.89

GRATE INLET 71

TOP=17.60

BTTM=9.61

GRATE INLET 70

TOP=17.03

BTTM=8.26

GRATE INLET 1

TOP=16.72

BTTM=13.44

I.E.=13.61

12" RCP SW

GRATE INLET 2

TOP=16.82

BTTM=12.71

I.E.=12.78

12" RCP NE

I.E.=13.15

6" PVC SE

I.E.=12.82

15" RCP SW

GRATE INLET 3

TOP=16.82

BTTM=12.30

I.E.=12.28

15" RCP NE

I.E.=13.07

6" PVC SE

I.E.=12.27

15" RCP SW

GRATE INLET 4

TOP=16.45

BTTM=11.19

I.E.=11.83

15" RCP NE

I.E.=12.63

6" PVC NE

I.E.=11.16

18" RCP SE

GRATE INLET 69

TOP=16.34

BTTM=10.73

STMH 57

TOP=16.95

BTTM=3.89

24" RCP NE

24" RCP S

GRATE INLET 56

TOP=13.62

BTTM=4.70

I.E.=5.02

24" RCP NE

24" RCP SW

LEGEND

CURED-IN-PLACE PIPE

REMOVE DEBRIS

REPLACE STORM SEWER PIPE SEGMENTS TO JOINT

CU122

TS H

F-

D R

N _C

W G

C H

D B

D R

B Y:

E D

U C

R M

R S

SHEET ID

READY TO ADVERTISE

2 3 4 5 6 7 8 9 10

N N

D B

C O

N O

US Army Corps of Engineers

R Y

C O

D E

U .S

. A R

M Y

C O

O F

R S

N N

C R

O N

, I L

w w w .e xp fe de ra l.c om pr oj n o:

C H

I-0

2- A0

W . O

, G A

N -2

2- B-

H U

R A

R M

, G

R G

M E

UTILITY PLAN 22

SCALE: 1" = 50'1 0 50' 100'

C C

O R

C E

H A

D M

0 50' 100'

GI001 LEGEND, ABBREVIATIONS AND QUANTITIES

CU114 UTILITY PLAN 14

CU122 UTILITY PLAN 22

File details come from the government source that posted it. Updated Sep 2, 2022.