P500-Amend0005_DWGS-Signed.pdf

PDF 6 MB Posted Aug 31, 2023

Attached to: FY24 MCAF PAF180500 BOMBER APRON, ROYAL AUSTRALIAN AIR FORCE BASE TINDAL, AUSTRALIA
Solicitation number: N6274223R1302
Issued by: Department of the Navy Naval Facilities Engineering Command

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23R1302_Amd5-Issued.pdf	PDF	Aug 31, 2023
23R1302_Notice8-Issued.pdf	PDF	Aug 17, 2023
23R1302_Amd4-Issued.pdf	PDF	Aug 17, 2023
P500_Amend0004_Dwgs-Signed.pdf	PDF	Aug 17, 2023
23R1302_Notice7-Final.pdf	PDF	Aug 8, 2023
P500_Amd0003_DWGS_Signed.pdf	PDF	Aug 8, 2023
P500_Amd0003_SPECS.pdf	PDF	Aug 8, 2023
23R1302_Amd3-Issued.pdf	PDF	Aug 8, 2023
23R1302_Notice6-Issued.pdf	PDF	Jul 31, 2023
23.07.17 - ALER14 and SUB35.pdf	PDF	Jul 25, 2023
23R1302_Notice5-Issued.pdf	PDF	Jul 25, 2023
23R1302_Amd2-Issued.pdf	PDF	Jul 20, 2023
P500_DWGS_Amd02_signed.pdf	PDF	Jul 20, 2023
P500_SPECS_Amd02_combined.pdf	PDF	Jul 20, 2023
23R1302_Notice4-Issued.pdf	PDF	Jul 14, 2023
23R1302_Notice3-Issued.pdf	PDF	Jul 11, 2023
23R1302_Notice2-Issued.pdf	PDF	Jul 5, 2023
23R1302_Amd1-Issued.pdf	PDF	Jul 5, 2023
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23R1302_Notice1-Issued.pdf	PDF	Jun 27, 2023
P500_FINAL_DESIGN_DWGS-Vol4_SIGNED.pdf	PDF	May 23, 2023
N6274223R1302-RFP-FrontEnd.pdf	PDF	May 23, 2023
P500_FINAL_DESIGN_DWGS-Vol 2_SIGNED.pdf	PDF	May 23, 2023
P500_FINAL_DESIGN_SPECS_1MAY23.pdf	PDF	May 23, 2023
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P500_FINAL_DESIGN_DWGS-Vol1_SIGNED.pdf	PDF	May 23, 2023

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CD101

SHEET LEGEND:

DATE: 08/30/2023

Evan Mizue

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SHEET LEGEND:

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SHEET NOTES:

SHEET LEGEND:

CD107

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E(LV

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E(LV)E(LV)E(LV) E(LV)

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E(LV)E(LV)

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E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV)E(LV) E(LV) E(LV) E(LV)

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SHEET LEGEND:

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SHEET NOTES:

SHEET LEGEND:

CD109

105.00

0.1%

0.62

0.145

33.307

0.2

0.5

-2 8.5

8.4

7.5

2.0

3.0

9.2

JB12

0.1%

0.72

0.288

35.694

0.1

0.5

5.6

8.4

7.4

8.4

2.1

3.0

2.1

9.2

JB11

0.1%

0.78

0.422

35.706

0.1

0.5

.23

8.3

7.3

8.3

2.2

3.1

2.1

9.2

JB10

0.1%

0.89

0.573

35.096

0.1

0.5

.83

8.2

7.3

8.3

2.2

3.2

2.2

9.1

JB09

0.1%

1.00

0.707

35.105

0.1

0.5

4.8

8.2

7.2

8.2

2.3

3.2

2.3

9.1

JB08

0.1%

1.38

0.850

35.697

0.1

0.5

0.8

8.1

7.1

8.1

2.4

3.3

2.3

9.0

JB07

0.2

0.5

7.4

7.9

6.9

8.1

2.6

3.5

2.4

8.9

9.0

JB06

CHAINAGE

EXISTING SURFACE

DESIGN SURFACE

INVERT LEVEL

HGL

DEPTH TO INVERT

FROM TOP OF PIT

PIPE GRADE (%)

PIPE SIZE (mm) VELOCITY (m/s)

10% AEP PIPE FLOW (cu.m/s)

PIPE CLASS

DATUM R.L.

A1DRAINAGE LONGITIUDINAL SECTION

SCALE: 1:500 HORIZONTAL, 1:125 VERTICAL

CS301

FINAL SUBMITTAL

C044138No.RE G I

S T

ED PRO FE S S I ON A L E NGI NEER

S TA T E O F C A L I F O R N I A

1. ALL DIMENSIONS ARE SHOWN IN METRES UNLESS NOTED OTHERWISE.

2. REFER TO DRAWING CS401 FOR STORMWATER PIT SCHEDULE.

3. REFER TO DRAWING CS502 FOR TYPICAL FLAME TRAP DETAILS.

4. REFER TO DRAWING CS504 FOR SQID SETOUT.

50m25

0 12.5m6.25

1:125

1:500

EXISTING SURFACE

DESIGN SURFACE

10% AEP

SHEET GENERAL NOTES:

ITH

E W

ITH

CHAINAGE

EXISTING SURFACE

DESIGN SURFACE

INVERT LEVEL

HGL

DEPTH TO INVERT

FROM TOP OF PIT

PIPE GRADE (%)

PIPE SIZE (mm) VELOCITY (m/s)

10% AEP PIPE FLOW (cu.m/s)

PIPE CLASS

DATUM R.L.

0.1%

0.96

0.978

35.101

0.2

0.5

7.4

7.9

6.9

8.1

2.6

3.5

2.4

8.9

9.0

JB06

0.1%

0.98

1.109

35.090

0.2

0.5

3.4

7.8

6.9

7.8

2.6

3.6

2.6

8.9

JB05

0.1%

0.99

1.228

35.704

0.2

0.5

9.4

7.7

6.8

7.8

2.7

3.7

2.7

0.0

8.9

JB04

0.1%

1.05

1.353

33.295

0.1

0.5

6.0

7.7

6.7

7.7

2.8

3.7

2.7

8.9

JB03

6.7

7.6

3.8

2.8

8.8

JB02

CS302

FINAL SUBMITTAL

C044138No.RE G I

S T

ED PRO FE S S I ON A L E NGI NEER

S TA T E O F C A L I F O R N I A

A1DRAINAGE LONGITIUDINAL SECTION

SCALE: 1:500 HORIZONTAL, 1:125 VERTICAL

50m25

0 12.5m6.25

1:125

1:500

EXISTING SURFACE

DESIGN SURFACE

10% AEP

1. ALL DIMENSIONS ARE SHOWN IN METRES UNLESS NOTED OTHERWISE.

2. REFER TO DRAWING CS401 FOR STORMWATER PIT SCHEDULE.

3. REFER TO DRAWING CS502 FOR TYPICAL FLAME TRAP DETAILS.

4. REFER TO DRAWING CS504 FOR SQID SETOUT.

SHEET GENERAL NOTES:

ITH

E W

ITH

0.1%

1.10

1.450

33.309

0.1

0.5

0.2

7.6

6.7

7.6

2.8

3.8

2.8

8.8

JB02

0.1%

1.19

1.559

24.656

0.0

0.5

4.4

7.6

6.6

7.6

2.9

3.8

2.9

8.8

JB01

0.1%

1.10

1.540

10.346

9.3

0.2

1.3

7.5

2.7

2.6

8.8

PEN1

0.1%

1.27

0.810

2.091

9.6

0.2

4.5

7.5

2.7

8.7

WEIR1

0.1%

1.27

0.810

15.240

9.6

0.2

8.4

7.4

7.5

2.7

8.5

8.6

D1 x1

0 J B

0.2%

1.78

1.501

20.101

9.5

0.1

5.4

7.4

2.6

8.2

8.4

D2 x2

0 J B

9.4

8.6

6.6

7.4

1.2

8.0

HW1

CHAINAGE

EXISTING SURFACE

DESIGN SURFACE

INVERT LEVEL

HGL

DEPTH TO INVERT

FROM TOP OF PIT

PIPE GRADE (%)

PIPE SIZE (mm) VELOCITY (m/s)

10% AEP PIPE FLOW (cu.m/s)

PIPE CLASS

DATUM R.L.

CS303

FINAL SUBMITTAL

C044138No.RE G I

S T

ED PRO FE S S I ON A L E NGI NEER

S TA T E O F C A L I F O R N I A

A1DRAINAGE LONGITUDINAL SECTION

SCALE: 1:500 HORIZONTAL, 1:125 VERTICAL

50m25

0 12.5m6.25

1:125

1:500

EXISTING SURFACE

DESIGN SURFACE

10% AEP

1. ALL DIMENSIONS ARE SHOWN IN METRES UNLESS NOTED OTHERWISE.

2. REFER TO DRAWING CS401 FOR STORMWATER PIT SCHEDULE.

3. REFER TO DRAWING CS502 FOR TYPICAL FLAME TRAP DETAILS.

4. REFER TO DRAWING CS504 FOR SQID SETOUT.

SHEET GENERAL NOTES:

ITH

E W

ITH

DESIGN SURFACE

INVERT LEVEL

HGL

DEPTH TO INVERT

FROM TOP OF PIT

PIPE GRADE (%)

PIPE SIZE (mm) VELOCITY (m/s)

10% AEP PIPE FLOW (c

PIPE CLASS

DATUM R.L. 105.00

2100x900

0.1%

1.37

2.583

185.590

0.0

9.2

0.0

7.7

1.4

9.3

9.5

T01 x

0.1%

1.80

2.581

1.572

8.4

9.8

7.2

7.5

2.2

8.8

8.9

PEN2

0.1%

2.13

2.410

1.727

9.2

9.8

1.4

7.4

7.5

2.3

2.2

8.8

WEIR2

9.3

9.8

5.3

7.4

2.3

8.8

D4 x2

0 J B

CS304

FINAL SUBMITTAL

C044138No.RE G I

S T

ED PRO FE S S I ON A L E NGI NEER

S TA T E O F C A L I F O R N I A

A1DRAINAGE LONGITUDINAL SECTION

SCALE: 1:500 HORIZONTAL, 1:125 VERTICAL

50m25

0 12.5m6.25

1:125

1:500

DESIGN SURFACE

EXISTING SURFACE10% AEP

1. ALL DIMENSIONS ARE SHOWN IN METRES UNLESS NOTED OTHERWISE.

2. REFER TO DRAWING CS401 FOR STORMWATER PIT SCHEDULE.

3. REFER TO DRAWING CS502 FOR TYPICAL FLAME TRAP DETAILS.

4. REFER TO DRAWING CS504 FOR SQID SETOUT.

SHEET GENERAL NOTES:

ITH

E W

ITH

0.1%

2.47

2.581

16.276

9.3

9.8

5.3

7.4

2.3

8.4

8.8

D4 x2

0 J

9.4

8.6

2.6

7.4

1.2

8.3

HW2

CHAINAGE

EXISTING SURFACE

DESIGN SURFACE

INVERT LEVEL

HGL

DEPTH TO INVERT

FROM TOP OF PIT

PIPE GRADE (%)

PIPE SIZE (mm) VELOCITY (m/s)

10% AEP PIPE FLOW (cu.m/s)

PIPE CLASS

DATUM R.L. 103.00

-0.0%

1.64

0.725

2.940

9.6

0.2

-4

.02

7.5

2.7

0.0

8.7

WEIR1

-0.0%

1.91

0.701

1.572

9.5

0.0

-4

.88

7.4

3.8

7.5

2.6

6.2

2.5

8.4

8.5

0.0

SQID1

0/2

9.5

0.1

-4

.43

7.4

2.6

8.2

8.4

D2 x2

0 J B

103.00

0.2%

1.33

0.432

5.165

9.2

9.8

0.0

7.5

7.4

2.2

2.3

8.8

WEIR2

-0.0%

1.71

-0.444

3.538

9.4

0.0

.28

7.4

3.8

7.5

2.5

6.2

2.5

8.8

SQID2

0/2

0.2%

1.41

-0.442

17.482

9.4

0.0

.63

7.4

2.5

8.8

D3 x1

0 J B

9.3

9.8

.77

7.4

2.3

8.4

8.8

D4 x2

0 J B

105.00

-0.0%

1.12

0.178

4.900

0.0

0.6

0.0

6.9

6.6

3.6

3.9

8.8

8.9

TR01

0.0

0.5

6.3

7.6

6.6

6.9

2.9

3.8

3.5

8.8

JB01

105.00

-0.0%

1.00

0.160

8.400

0.2

0.6

0.0

7.0

6.7

3.6

3.9

8.8

8.9

TR02

0.1

0.5

9.8

7.6

6.7

7.0

2.8

3.8

3.5

8.8

JB02

105.00

-0.0%

1.11

0.177

4.900

0.2

0.6

0.0

7.0

6.7

3.5

3.8

8.9

9.0

TR03

0.1

0.5

6.3

7.7

6.7

7.0

2.8

3.7

3.4

8.9

JB03

CS305

FINAL SUBMITTAL

C044138No.RE G I

S T

ED PRO FE S S I ON A L E NGI NEER

S TA T E O F C A L I F O R N I A

A1DRAINAGE LONGITUDINAL SECTION

SCALE: 1:500 HORIZONTAL, 1:125 VERTICAL

50m25

0 12.5m6.25

1:125

1:500

DESIGN SURFACE (TYP.)

EXISTING SURFACE (TYP.)

10% AEP (TYP.)

1. ALL DIMENSIONS ARE SHOWN IN METRES UNLESS NOTED OTHERWISE.

2. REFER TO DRAWING CS401 FOR STORMWATER PIT SCHEDULE.

3. REFER TO DRAWING CS502 FOR TYPICAL FLAME TRAP DETAILS.

4. REFER TO DRAWING CS504 FOR SQID SETOUT.

SHEET GENERAL NOTES:

ITH

E W

ITH

7.4

2.3

8.8

CHAINAGE

EXISTING SURFACE

DESIGN SURFACE

INVERT LEVEL

HGL

DEPTH TO INVERT

FROM TOP OF PIT

PIPE GRADE (%)

PIPE SIZE (mm) VELOCITY (m/s)

10% AEP PIPE FLOW (cu.m/s)

PIPE CLASS

DATUM R.L. 105.00

-0.0%

1.05

0.167

8.400

0.2

0.6

0.0

7.1

6.8

3.5

3.8

8.9

9.0

TR04

0.2

0.5

9.8

7.7

6.8

7.1

2.7

3.7

3.4

0.0

8.9

JB04

105.00

-0.0%

1.12

0.178

4.900

0.2

0.6

0.0

7.2

6.9

3.4

3.7

8.9

9.1

TR05

0.2

0.5

6.3

7.8

6.9

7.2

2.6

3.6

3.3

8.9

JB05

CS306

FINAL SUBMITTAL

C044138No.RE G I

S T

ED PRO FE S S I ON A L E NGI NEER

S TA T E O F C A L I F O R N I A

A1DRAINAGE LONGITUDINAL SECTION

SCALE: 1:500 HORIZONTAL, 1:125 VERTICAL

50m25

0 12.5m6.25

1:125

1:500

DESIGN SURFACE (TYP.)

EXISTING SURFACE (TYP.)

10% AEP (TYP.)

1. ALL DIMENSIONS ARE SHOWN IN METRES UNLESS NOTED OTHERWISE.

2. REFER TO DRAWING CS401 FOR STORMWATER PIT SCHEDULE.

3. REFER TO DRAWING CS502 FOR TYPICAL FLAME TRAP DETAILS.

4. REFER TO DRAWING CS504 FOR SQID SETOUT.

SHEET GENERAL NOTES:

ITH

E W

ITH

-0.0%

1.05

0.168

8.400

0.3

0.6

0.0

7.2

6.9

3.3

3.6

9.0

9.1

TR06

0.2

0.5

9.8

7.9

6.9

7.2

2.6

3.5

3.2

8.9

9.0

JB06

CHAINAGE

EXISTING SURFACE

DESIGN SURFACE

INVERT LEVEL

HGL

DEPTH TO INVERT

FROM TOP OF PIT

PIPE GRADE (%)

PIPE SIZE (mm) VELOCITY (m/s)

10% AEP PIPE FLOW (cu.m/s)

PIPE CLASS

DATUM R.L. 105.00

-0.0%

1.13

0.179

5.150

9.9

0.6

0.0

7.4

7.1

3.1

3.4

9.0

9.2

TR07

0.1

0.5

6.3

8.1

7.1

7.4

2.4

3.3

3.0

9.0

JB07

105.00

-0.0%

1.04

0.165

8.650

0.0

0.6

0.0

7.5

7.2

3.1

3.4

9.1

9.2

TR08

0.1

0.5

9.8

8.2

7.2

7.5

2.3

3.2

2.9

9.1

JB08

105.00

-0.0%

1.13

0.179

5.150

0.1

0.6

0.0

7.6

7.3

3.0

3.3

9.1

9.3

TR09

0.1

0.5

6.3

8.2

7.3

7.6

2.2

3.2

2.9

9.1

JB09

105.00

-0.0%

1.05

0.167

8.650

0.0

0.6

0.0

7.6

7.3

2.9

3.2

9.2

9.3

TR10

0.1

0.5

9.8

8.3

7.3

7.6

2.2

3.1

2.8

9.2

JB10

105.00

-0.0%

1.10

0.175

5.150

0.0

0.6

0.0

7.7

7.4

2.8

3.1

9.2

9.3

TR11

0.1

0.5

6.3

8.4

7.4

7.7

2.1

3.0

2.7

9.2

JB11

CS307

FINAL SUBMITTAL

C044138No.RE G I

S T

ED PRO FE S S I ON A L E NGI NEER

S TA T E O F C A L I F O R N I A

A1DRAINAGE LONGITUDINAL SECTION

SCALE: 1:500 HORIZONTAL, 1:125 VERTICAL

50m25

0 12.5m6.25

1:125

1:500

DESIGN SURFACE (TYP.)

EXISTING SURFACE (TYP.)

10% AEP (TYP.)

1. ALL DIMENSIONS ARE SHOWN IN METRES UNLESS NOTED OTHERWISE.

2. REFER TO DRAWING CS401 FOR STORMWATER PIT SCHEDULE.

3. REFER TO DRAWING CS502 FOR TYPICAL FLAME TRAP DETAILS.

4. REFER TO DRAWING CS504 FOR SQID SETOUT.

SHEET GENERAL NOTES:

ITH

E W

ITH

DESIGN SURFACE

INVERT LEVEL

HGL

DEPTH TO INVERT

FROM TOP OF PIT

PIPE GRADE (%)

PIPE SIZE (mm) VELOCITY (m/s)

10% AEP PIPE FLOW (cu.m/s)

PIPE CLASS

DATUM R.L. 105.00

-0.0%

1.01

0.160

8.650

0.0

0.6

0.0

7.8

7.5

2.8

3.1

9.2

9.3

TR12

0.2

0.5

9.8

8.4

7.5

7.8

2.0

3.0

2.7

9.2

JB12

105.00

(2x)1800x900

0.3%

1.70

4.397

62.395

0.2

9.2

0.0

8.3

0.9

9.1

9.2

HW4

0.2

9.0

.39

8.1

0.9

8.6

HW3

106.00

(2x)600x450

0.8%

0.00

15.600

8.9

9.4

0.0

8.9

0.4

0.0

HW6

8.8

9.3

.60

8.8

0.4

0.0

HW5

RFACE

ACE

ERT

PIT

FLOW (cu.m/s)

CS308

FINAL SUBMITTAL

C044138No.RE G I

S T

ED PRO FE S S I ON A L E NGI NEER

S TA T E O F C A L I F O R N I A

A1DRAINAGE LONGITUDINAL SECTION

SCALE: 1:500 HORIZONTAL, 1:125 VERTICAL

50m25

0 12.5m6.25

1:125

1:500

EXISTING SURFACE (TYP.)

DESIGN SURFACE (TYP.)

10% AEP (TYP.)

CULVERT SIZE ADOPTED

AS PER AIR P700 PROJECT

1. ALL DIMENSIONS ARE SHOWN IN METRES UNLESS NOTED OTHERWISE.

2. REFER TO DRAWING CS401 FOR STORMWATER PIT SCHEDULE.

3. REFER TO DRAWING CS502 FOR TYPICAL FLAME TRAP DETAILS.

4. REFER TO DRAWING CS504 FOR SQID SETOUT.

SHEET GENERAL NOTES:

ITH

E W

ITH

PEN

L1 L1' L2 L2' L3 L3'

2x50mm uPVC TO PENSTOCKS (1xSPARE)

1x100mm HD uPVC

CONDUITS (INCOMING)

SUBMAINS.

COPPER EARTH BAR.

SURGE DIVERTER

HRC FUSES.

SURGE DIVERTER.

COPPER NEUTRAL BAR.

SURGE DIVERTER

INDICATOR LIGHT.

24 WAY COMB CHASSIS.

(POWER DISTRIBUTION)

1200 NOM.

CONTINUOUS HINGE

STAINLESS STEEL PFC PLINTH.

MASONRY FIXED TO FOOTING.

REFER TO PANEL LABEL 'H'

ANGLED RAIN GUARD.

LEGEND CARD AND HOLDER

MOUNTED ON INTERIOR OF

DOOR. INCLUDE A DETAILED

CONTROL CIRCUIT DIAGRAM.

PENSTOCK CONTROL PANEL.

DEGREE OF PROTECTION: IP66

FINISH: BRUSHED 316 STAINLESS STEEL.

PANEL MUST BE SEALED TO

eDEOP101 REQUIREMENTS

PENSTOCK LOCAL CONTROL PANEL

NOTE:

1. REFER TO SHEET T-602 FOR PENSTOCK

CONTROL SYSTEM SCHEMATIC.

REFER TO T-605 FOR PENSTOCK

CONTROL PANEL DETAILS

PLC

ETHERNET SWITCH AND PLC

MEDIA CONVERTER

POWER SUPPLIES

230V AC / 5V DC SWITCH

MODE POWER SUPPLY

LV DISTRIBUTION PANEL

JREFER TO PANEL LABEL 'J'

DB.PEN

PENSTOCK LOCAL

CONTROL PANEL

DB.PEN

LV DISTRIBUTION PANEL

SUPPLIED FROM MDB.1

SUBMAIN SIZE "XXXmm²" uPVC CONDUITS: REFER TO COMMS

DRAWINGS FOR SIZE AND QUANTITY

TYPICAL WORDING ONLY.

CONFIRM ACTUAL WORDING OF

EACH LABEL PRIOR TO

MANUFACTURE.

1x25mm HD uPVC CONDUIT TO EARTH ELECTRODE

PIT. EARTH ELECTRODE PIT TO BE LOCATED

WITHIN PROXIMITY OF THE DISTRIBUTION BOARD.

LOCATION TO CONFIRMED ON SITE. REFER TO

EARTH PIT INSTALLATION DETAILS ON E-516 (A1).

CONTINUOUS HINGE

FINAL SUBMITTAL

E15580No.RE

S T

ED PRO F E S S I ON A L E NGI N EER

ST A T E O F C A L I F O R N I A

R I C H A R D P . G U G G I A N A

E L E C T R I C A L

E-511

C1NOT TO SCALE

PENSTOCK DISTRIBUTION BOARD

FRONT VIEW C3NOT TO SCALE

PENSTOCK DISTRIBUTION BOARD

FRONT VIEW - DOOR REMOVED

B2PANEL LABEL (H)

NOT TO SCALE

NOTE:

1. ENGRAVED STAINLESS STEEL LABEL: BLACK

CHARACTERS / SILVER BACKGROUND.

A2PANEL LABEL (J)

NOT TO SCALE

NOTE:

1. ENGRAVED STAINLESS STEEL LABEL: BLACK

CHARACTERS / SILVER BACKGROUND.

ITH

CD101 - DEMOLITION PLAN - SHEET 1

CD104 - DEMOLITION PLAN - SHEET 4

CD105 - DEMOLITION PLAN - SHEET 5

CD106 - DEMOLITION PLAN - SHEET 6

CD107 - DEMOLITION PLAN - SHEET 7

CD108 - DEMOLITION PLAN - SHEET 8

CD109 - DEMOLITION PLAN - SHEET 9

CS301 - DRAINAGE LONGITUDINAL SECTIONS - SHEET 1 OF 8

CS302 - DRAINAGE LONGITUDINAL SECTIONS - SHEET 2 OF 8

CS303 - DRAINAGE LONGITUDINAL SECTIONS - SHEET 3 OF 8

CS304 - DRAINAGE LONGITUDINAL SECTIONS - SHEET 4 OF 8

CS305 - DRAINAGE LONGITUDINAL SECTIONS - SHEET 5 OF 8

CS306 - DRAINAGE LONGITUDINAL SECTIONS - SHEET 6 OF 8

CS307 - DRAINAGE LONGITUDINAL SECTIONS - SHEET 7 OF 8

CS308 - DRAINAGE LONGITUDINAL SECTIONS - SHEET 8 OF 8

E-511 - PENSTOCK DISTRIBUTION BOARD DETAIL

File details come from the government source that posted it. Updated Aug 31, 2023.