B3_B615_Final_Design_Plans_Aug_12_2019_Sheet_28-30_of_191.pdf

PDF 985 KB Posted Aug 24, 2019

Attached to: JBSA FSH ARNORTH Bldg 615 Renovation Project for Army Band
Solicitation number: W9126G-19-B-3286
Issued by: Department of the Army Corps of Engineers Engineering District Fort Worth

About this file

From the source

B615 Final Design Plans Sheet 28 - 30 of 191

View the file

Other files

File	Type	Posted
C1_Rev_2_SF_1409_Abstract_of_Offers-Page2of3_PRINT1.pdf	PDF	Oct 3, 2019
C1_Rev_SF_1409_Abstract_of_Offers-Page_3of3.pdf	PDF	Oct 3, 2019
C1_Rev_2_SF_1409_Abstract_of_Offers-Page1of3_Signed_29Sep_19.pdf	PDF	Oct 3, 2019
am_0007.pdf	PDF	Sep 18, 2019
am_0006.pdf	PDF	Sep 13, 2019
am_0005_12_Sep_19.pdf	PDF	Sep 12, 2019
Revise_Site_Visit_Form_11_Sep_19.pdf	PDF	Sep 11, 2019
B3_Amendment_03_30_Aug_19.pdf	PDF	Aug 30, 2019
Amendment_02_Change_of_Solicitation_closing_date_and_Bidder_Key_28_Aug_19.pdf	PDF	Aug 28, 2019
B3_Unescorted_Access_Request_Form_pg_1-4-26_Aug_19-5.pdf	PDF	Aug 26, 2019
JBSA_FSH_ARNORTH_Building_615-Amend_01.pdf	PDF	Aug 26, 2019
B615_Final_Design_Plans_Aug_12_2019_Sheet_-165__of_191.pdf	PDF	Aug 24, 2019
B615_Final_Design_Plans_Aug_12_2019_Sheet_-136_-144__of_191.pdf	PDF	Aug 24, 2019
B3_B615_Final_Design_Plans_Aug_12_2019_Sheet_1-7_of_191.pdf	PDF	Aug 24, 2019
W9126G19B3286_DIV_02_Specifications_Appendix_A_Abatement_Guidelines_Part_2_of_2.pdf	PDF	Aug 24, 2019
B3_W9126G19B3286_DIV_27_28_31_and_32_Specifications_23_Aug_19.pdf	PDF	Aug 24, 2019
B3_B615_Final_Design_Plans_Aug_12_2019_Sheet_20-22_of_191.pdf	PDF	Aug 24, 2019
B615_Final_Design_Plans_Aug_12_2019_Sheet_-166_-170__of_191.pdf	PDF	Aug 24, 2019
B3_W9126G19B3286_DIV_08_to_DIV_10_Specifications_23_Aug_19.pdf	PDF	Aug 24, 2019
W9126G19B3286_Attachment_A_HAZMAT_SURVEY_Section_1A_of_5_Sampling_Methodology.pdf	PDF	Aug 24, 2019
W9126G19B3286_Attachment_A_HAZMAT_SURVEY_Section_1C.2_of_5_All_Other_areas__Lead_Based_Paint_Findings.pdf	PDF	Aug 24, 2019
B615_Final_Design_Plans_Aug_12_2019_Sheet_-113_-_115__of_191.pdf	PDF	Aug 24, 2019
B3_W9126G19B3286_DIV_03_to_DIV_06_Specifications_23_Aug_19.pdf	PDF	Aug 24, 2019
B615_Final_Design_Plans_Aug_12_2019_Sheet_-127_-130__of_191.pdf	PDF	Aug 24, 2019
B615_Final_Design_Plans_Aug_12_2019_Sheet_-123_-126__of_191.pdf	PDF	Aug 24, 2019
W9126G19B3286_Attachment_A_HAZMAT_SURVEY_Section_3_of_5.pdf	PDF	Aug 24, 2019
B615_Final_Design_Plans_Aug_12_2019_Sheet_-162__of_191.pdf	PDF	Aug 24, 2019
B615_Final_Design_Plans_Aug_12_2019_Sheet_-160_-161__of_191.pdf	PDF	Aug 24, 2019
B3_B615_Final_Design_Plans_Aug_12_2019_Sheet_-61-67_of_191.pdf	PDF	Aug 24, 2019
B3_B615_Final_Design_Plans_Aug_12_2019_Sheet_-46-50_of_191.pdf	PDF	Aug 24, 2019
W9126G19B3286_Attachment_A_HAZMAT_SURVEY_Section_4_of_5_page_13_to_21_of_21.pdf	PDF	Aug 24, 2019
B3_B615_Final_Design_Plans_Aug_12_2019_Sheet_-51-55_of_191.pdf	PDF	Aug 24, 2019
B3_B615_Final_Design_Plans_Aug_12_2019_Sheet_23-27_of_191.pdf	PDF	Aug 24, 2019
B615_Final_Design_Plans_Aug_12_2019_Sheet_-186__of_191.pdf	PDF	Aug 24, 2019
B615_Final_Design_Plans_Aug_12_2019_Sheet_-179_-183__of_191.pdf	PDF	Aug 24, 2019
B3_B615_Final_Design_Plans_Aug_12_2019_Sheet_-75-77_of_191.pdf	PDF	Aug 24, 2019
B3_W9126G19B3286_DIV_02_Specifications_Appendix_A_Abatement_Guidelines_ACM_Map.pdf	PDF	Aug 24, 2019
B3_W9126G19B3286_DIV_26_Specifications_23_Aug_19.pdf	PDF	Aug 24, 2019
W9126G19B3286_Attachment_A_HAZMAT_SURVEY_Section_1C.3_of_5_Lead_Based_Paint_Findings.pdf	PDF	Aug 24, 2019
W9126G19B3286_Attachment_A_HAZMAT_SURVEY_Section_4_of_5_page_17_to_21_of_21.pdf	PDF	Aug 24, 2019
W9126G19B3286_Attachment_A_HAZMAT_SURVEY_Section_1E_of_5_Conclusions_and_recommendations.pdf	PDF	Aug 24, 2019
B3_B615_Final_Design_Plans_Aug_12_2019_Sheet_-78-81_of_191.pdf	PDF	Aug 24, 2019
B615_Final_Design_Plans_Aug_12_2019_Sheet_-187__of_191.pdf	PDF	Aug 24, 2019
B3_B615_Final_Design_Plans_Aug_12_2019_Sheet_36_-40_of_191.pdf	PDF	Aug 24, 2019
W9126G19B3286_Attachment_A_HAZMAT_SURVEY_Section_4_of_5_page_10-_11_of_21.pdf	PDF	Aug 24, 2019
B3_B615_Final_Design_Plans_Aug_12_2019_Sheet_31-35_of_191.pdf	PDF	Aug 24, 2019
B3_W9126G19B3286_DIV_01_Specifications_23_Aug_19.pdf	PDF	Aug 24, 2019
B615_Final_Design_Plans_Aug_12_2019_Sheet_-184__of_191.pdf	PDF	Aug 24, 2019
B3_W9126G19B3286_DIV_02_Specifications_Asbestos_Abatement_23_Aug_19.pdf	PDF	Aug 24, 2019
B3_B615_Final_Design_Plans_Aug_12_2019_Sheet_16-19_of_191.pdf	PDF	Aug 24, 2019

Show 40 more

Latest 50 of 92 listed here. See the rest on GovTribe.

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.

714.498

714.123

MISC CPSCLR GAS

713.574

713.632

714.078

711.705

GATE POST

711.154

GATE POST

715.157

UGE +

712.681

CON

713.445

CON PT

715.385

CON

716.106

CON

716.789

CON

717.206

CON

716.809

CON 716.185

CON 714.214

CON 714.035

CON PC 713.881

CON

713.570

CON

713.426

CON

717.474

XP/ TOP WALL

U P

C101

716.41

716.00

715.72

715.44

715.72

716.58

716.35

715.03

714.15

714.80

714.52

714.48

715.34

713.97

713.90

711.69

713.90

713.30

713.97

711.69

713.20

714.46

714.16

713.14

711.63

714.38

714.21

714.72

715.38

714.97

714.47

715.68

716.52

11'

R1 0'

R0.5'

R2'

R2 .5

89.08'

21.75'15'

11.49'

716.35

715.71

715.03

714.21

714.97

715.85

714.47

715.68

714.40

714.47

715.00

715.25

714.40

713.78

713.75

713.60

713.20

713.00

716.42

714.75

716.

713.71

717.47

716.12

715.85

716.35

716.00

716.22 717.40

715.75

715.95

715.45

FINAL SUBMITTAL

K E

N A

L L

R E

E S

N D

I C

H O

L S

H O

U S

T O

E X

A S

J O

I N

A S

O N

O R

S T

O N

E X

A S

R E

N O

V A

T I O

U I L D

I N

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C T

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

R A

A O

R A

A O

A Y

A N

D A

A N

S I

A U

G U

W G

U S

R M

O R

N G

I N

E E

R S

S O

U T

H W

E S

T E

I S

I O

F O

T R

I C

K e n a l l

C o n s u l t i n g

E n g i n e e r s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i r m e e s e a n d

N i c h o l s

I n c e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i

SCALE IN FEET

0 6'

12'

NEW SOD,

CONSTRUCTION NOTES

NEW STAIRWELL

NEW 4 IN SIDEWALK

REFER ARCHITECTURAL.

NEW 4 IN SIDEWALK

NEW 6 IN VERTICAL CURB

REFER DETAIL C-3 SHEET C-502 FOR DETAIL.

NEW FRENCH DRAIN CONNECT TO EX CATCH BASIN

REFER DETIAL C-1 SHEET C-507 FOR DETAIL.

NEW VERTICAL CURB

LIMITS OF NEW RAMP

LIMITS OF NEW HANDRAIL

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

EFD EFD

EFD

EFD EFD EFD

EFD

EFD EFD EFD

F D

C M

P C

M P

C M

P C

M P

C M

P C

M P

C M

CMP CMP CMP

CMP

CMP CMP CMP

CMP

FD FD

CMP CMP

EX CB

NEW CURB RAMP

REFER DETAIL B-1 SHEET C-509FOR DETAIL.

5% MAX

2% MAX

8.33% MAX

CS-402

E N

L A

R G

I N

A G

L A

I I

LEGEND

NEW AC PAVEMENT

NEW CONCRETE SIDEWALK

NEW SOD

NEW GRAVEL

TIFFWAY 419 BERMUDA

LANDSCAPE GRAVEL, 3-5 IN POLISHED MEXICAN BEACH GRAVEL

5% MAX

FLOW LINE IN GRASSY AREA

DRAIN TOWARD FL

DRAIN AWAY FROM VERTICAL CURB

TOWARD EX CATCH BASIN

TOP OF CURB ELEV (REFER THIS SHT)

REFER DET C-3 SHEET C-502 FOR DETAIL.

REFER SHEETS C-501 AND C-502 FOR DETAILS.

TRANSITION FROM FRENCH DRAIN

TO BURIED CMP

REFER DETIAL A-1 SHEET C-508 FOR DETAIL.

FF ELEV = 714.15 FT

BLDG 615

EAST WING

INV IN @ 709.50

INV @ 710.38

INV @ 710.48

INV @ 710.73

CONFORM TO EX GRADE

AUG 12, 2019

IMAGE OF "3-5 IN POLISHED MEXICAN BEACH" GRAVEL

GRADE TO SOUTH/SOUTHEAST TO PROVIDE

POSITVE DRAINAGE (5 FOOT BEHIND NEW CURB/WALK)

PROVIDE 2 LAYERS OF 5 OZ WEED BARRIER UNDER

LANDSCAPE GRAVEL FOR WEED CONTROL

NOTE:

AutoCAD SHX Text

AutoCAD SHX Text C4

AutoCAD SHX Text C-301

AutoCAD SHX Text A1

AutoCAD SHX Text C-302

AutoCAD SHX Text

714.749

UGW715.313

UGW

715.342

UGW 715.656

715.529

715.314

UGL

715.251

UGL

715.741

CON6 CON7 + 715.684

CON8 +

715.219

CON6

715.196

CON6

715.360

COL 715.170

COL

715.720

CON6 -

714.881

TR PALM

714.664

CON

715.438

CON1

714.813

CON

715.028

CON

715.913

CON1715.056

CON

715.108

CON PT

715.367

CON

715.691

CON

716.269

CON1

715.973

CON7

715.898

CON7

715.975

CON7

716.167

CON7

716.201

CON7

716.289

CON7

716.456

CON7

716.546

CON7

716.090

CON8

716.018

CON8

714.975

COL

715.663

CON7 CLS

715.655

715.540

BL -

FP FL -

FP FL +

714.279

715.467

RFD

FP FL -

716.298

CON9

DRAIN

0.4' DIA.716.014

CON10 + 715.909

CON10

716.030

CON8

715.940

715.870

715.756

BL -

725.159

RAIL

716.15

715.30

716.30

716.64

716.70

715.93

716.48

715.98

716.24

716.39

716.00

715.92

715.74

715.67

716.34

716.25

716.22

716.11

716.09

716.01

715.03

715.24716.43

716.44

716.33

716.93 717.06

716.94 717.07

715.86

715.94

716.05

716.10

716.33

716.16

716.07

716.03

715.98

716.63

716.44

716.37

715.92

N 13709074.39

E 2141654.49

N 13709073.89

E 2141668.24

N 13709069.39

E 2141656.99

N 13709069.39

E 2141665.74

8.75'

N 13709036.89

E 2141645.81

N 13709041.89

E 2141661.24

N 13709041.89

E 2141665.74

N 13709019.42

E 2141659.24

N 13709017.42

E 2141680.53

N 13709024.67

E 2141678.03

R2'

R2.5'

R2'

716.60

716.84

716.75

716.72

716.65

716.61

716.59

716.51

716.43

RFD

RFD RFD

N 13709046.89

E 2141668.24

14.79'

49.47'

13'716.26

715.76

FINAL SUBMITTAL

K E

N A

L L

R E

E S

H O

L S

H O

U S

T O

E X

A S

J O

I N

A S

O N

O R

S T

O N

E X

A S

R E

N O

V A

T I O

U I L D

I N

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

R A

A O

R A

A O

A Y

A N

D A

A N

S I

A U

G U

W G

U S

R M

O R

N G

I N

E E

R S

S O

U T

H W

E S

T E

I S

I O

F O

T R

I C

K e n a l l

C o n s u l t i n g

E n g i n e e r s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i e e s e a n d

N i c h o l s

I n x a s

R e g i s t e r e d

E n g i n e e r i n g

F i

SCALE IN FEET

0 6'

12'

NEW SOD, TIFFWAY 419 BERMUDA

CONSTRUCTION NOTES

NEW 4 IN SIDEWALK

REFER ARCHITECTURAL.

NEW 6 IN VERTICAL CURB

NEW VERTICAL CURB

NEW TRENCH DRAIN CONNECT TO EX FRENCH DRAIN

NEW VERTICAL CURB

NEW EXTERIOR PORCH

E F

EX TREE

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

2% MAX

CS-403

E N

L A

R G

I N

A G

L A

I I I

LEGEND

NEW AC PAVEMENT

NEW CONCRETE SIDEWALK

NEW SOD

NEW GRAVEL

END VERTICAL CURB

5% MAX

NEW 2 IN AC PAVEMENT OVER 6 INCH BASE

TOP OF CURB ELEVS (REFER THIS SHT)

REFER DET C-1 SHEET C-502 FOR DETAIL.

REFER SHEETS C-501 AND C-502 FOR DETAILS.

REFER DETIAL C-1 SHEET C-501 FOR DETAIL.

REFER DETAIL C- 3 SHEET C-502 FOR DETAIL.

REFER DETAIL C-3 SHEET C-502 FOR DETAIL.

REFER DETAILS C-3 AND B-3 SHEET C-507 FOR DETAIL.

BLDG 615

WEST WING

CONFORM TO EX GRADE

AUG 12, 2019

IMAGE OF "3-5 IN POLISHED MEXICAN BEACH" GRAVEL

TRENCH DRAIN NOTE

1) U/S END ELEV = S/W ELEV LESS 10 IN

2) D/S END ELEV = U/S ELEV LESS LENGTH OF TRENCH

DRAIN X 1% SLOPE

3) REFER C-3, SHT C-507 FOR ELEV DETAIL.

PROVIDE 2 LAYERS OF 5 OZ WEED BARRIER UNDER

LANDSCAPE GRAVEL FOR WEED CONTROL

NOTE:

AutoCAD SHX Text

711.947

CON713.336

CON

710.622

UGE -

712.721

STV

712.802

CON4 712.923

CON4

713.442

CON4

713.812

CON4

713.163

712.724

712.024

712.328

712.892

EP -

711.884

CON5

712.650

COD

714.690

BH B-3

715.157

UGE +

713.983

UGE -

714.202

UGW

715.204

UGW1 -

714.280

UGL

715.219

CON6

715.196

CON6

715.287

CON6

715.442

CON6 715.311

CON6

715.720

CON6 -

714.687

BL +

714.419

714.135

U P

714.15

715.03

715.34

715.00 714.20

713.03

713.90

713.70

713.00

713.06

714.70

713.80

712.97

713.00

712.50

713.64

713.87

713.73

713.81

713.30

713.97

711.69

713.20

713.14 711.63

713.08

713.23

712.50

N 13709099.17

E 2141726.54

N 13709099.17

E 2141754.90

N 13709065.87

E 2141755.16

77.07

N 13709019.67

E 2141755.24

6.5'

28.05'

R10'

R2'

713.00

714.70

715.04

713.00

712.50

711.80

712.00

712.73

712.90

713.00

712.77

712.27

714.50

4' 55.81'

R0.

R1'

712.80

715.04

714.97

712.84

R2' R0.5'

713.13

BW BW

RFD

N 13709064.32

E 2141742.12

FINAL SUBMITTAL

K E

N A

L L

R E

E S

H O

L S

H O

U S

T O

E X

A S

J O

I N

A S

O N

O R

S T

O N

E X

A S

R E

N O

V A

T I O

U I L D

I N

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

R A

A O

R A

A O

A Y

A N

D A

A N

S I

A U

G U

W G

U S

R M

O R

N G

I N

E E

R S

S O

U T

H W

E S

T E

I S

I O

F O

T R

I C

K e n a l l

C o n s u l t i n g

E n g i n e e r s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i e e s e a n d

N i c h o l s

I n x a s

R e g i s t e r e d

E n g i n e e r i n g

F i

SCALE IN FEET

0 6'

12'

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

D E

F D

EX CB

NEW SOD, TIFFWAY 419 BERMUDA

CONSTRUCTION NOTES

NEW STAIRWELL

NEW 4 IN SIDEWALK

REFER ARCHITECTURAL.

NEW 6 IN VERTICAL CURB

LIMITS OF NEW HANDRAIL

5% MAX

2% MAX

CS-404

E N

L A

R G

I N

A G

L A

I V

LEGEND

NEW AC PAVEMENT

NEW CONCRETE SIDEWALK

NEW SOD

NEW GRAVEL

NEW LANDSCAPE GRAVEL

3-5 IN POLISHED MEXICAN BEACH GRAVEL

NEW TRENCH DRAIN CONNECT TO EX FRENCH DRAIN

REFER DETAILS A-3 SHEET C-509 FOR DETAIL.

REFER SHEETS C-501 AND C-502 FOR DETAILS.

NEW SOD, TIFFWAY 419 BERMUDA

REFER DETAIL C- 3 SHEET C-502 FOR DETAIL.

REFER DETAILS C-3 AND B-3 SHEET C-507 FOR DETAIL.

BLDG 615

EAST WING

FF ELEV = 713 FT

CONFORM TO EX GRADE

AUG 12, 2019

NEW STAIR/STOOP

REFER DETAIL A- 1 SHEET C-502 FOR DETAIL.

IMAGE OF "3-5 IN POLISHED MEXICAN BEACH" GRAVEL

TRENCH DRAIN NOTE

1) U/S END ELEV = S/W ELEV LESS 10 IN

2) D/S END ELEV = U/S ELEV LESS LENGTH OF TRENCH

DRAIN X 1% SLOPE

3) REFER C-3, SHT C-507 FOR ELEV DETAIL.

PROVIDE 2 LAYERS OF 5 OZ WEED BARRIER UNDER

LANDSCAPE GRAVEL FOR WEED CONTROL

NOTE:

AutoCAD SHX Text

File details come from the government source that posted it.