S02_Construction Drawings bk 8.pdf

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Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

A L A B A M A L I C E N S E D

E NG I N E E R

M I C H E L L E P R I C E

No. PE53955

PROFESSIONAL

PLAN

(FOR ADDITIONAL DETAILING AND

NOTATION, SEE ROADWAY PLANS)

PLAN

NORTH

TYPICAL SECTION

(AT ℄OF BRIDGE)

(LOOKING AHEAD STATION)

ELEVATION

(LOOKING NORTH)

FL

OW

81'-0" PRECAST ARCH SPAN

ROADWAY GRADE

EL. VARIES

M.S.E. SPANDREL ENDWALL (TYP.)

CAST IN PLACE CONCRETE BARRIER

WITH MOMENT SLAB (TYP.)

1'-2 12" BARRIER (TYP.)

'-8

C

LE

AR

R

IS

E

STREAM BED

EL. = 428.0±

END ARCH

STA. 20+77.60

EL. 451.00

BEGIN ARCH

STA. 19+96.60

EL. 452.00

℄ PROPOSED ROAD AND

CONSTRUCTION STA. AHEAD

81'-0" CLEAR SPAN

PRECAST CONCRETE ARCH

2'-4 12" SHOULDER (TYP.) 12'-0"

LANE

2.00% 2.00%4.00% 4.00%

BOTTOM OF FOOTING

EL. = 421.95

LEGEND:

BARRIER

12'-0"

LANE

℄ PROPOSED ROADWAY AND

CONSTRUCTION

EXISTING CONTOUR

PROPOSED CONTOUR

DIRECTION OF TRAFFIC

BORING LOCATION

IRRIGATION PIPE

ELECTRIC LINE

WINGWALL D

WINGWALL B

WINGWALL A

WINGWALL C

AESTHETIC SURFACE

TREATMENT (TYP.)

END ARCH

STA. 20+77.60

EL. 451.00

BEGIN ARCH

STA. 19+96.60

EL. 452.00

90°

WATER PUMP

12'-0"

LANE

SH

OA

L C

RE

EK

PAVING SECTION AND

SUBGRADE (ROADWAY ITEM)

FLOODWAY

PROPOSED ROADWAY

SHOULDER

(TYP.)

40'-0"±

STREAM WIDTH

'-9

5 8"

PR

EC

AS

T

AR

CH

R

IS

E

BEDROCK

12'-0"

LANE

BARRIER

(TYP.)

INDEX OF DRAWINGS

DRAWING

NO. DESCRIPTION

BD100 BRIDGE PLAN & ELEVATION

BD101 GENERAL NOTES

BD102 STAKE-OUT PLAN

BD103 FOUNDATION PLAN

BD104 BRIDGE PLAN

BD105 BRIDGE ELEVATIONS

BD106 FOUNDATION DETAILS

BD107 MISCELLANEOUS DETAILS - 1

BD108 MISCELLANEOUS DETAILS - 2

BD109 MISCELLANEOUS DETAILS - 3

-1.20% 7.46%

-1.20%

-9.02%

VERTICAL PROFILE

NOT TO SCALE

HORIZONTAL GEOMETRY

PVI STA. = 18+98.05

PVI ELEV. = 453.17'

K = 23.01

VC = 180.00'

PVI STA. = 21+50

PVI ELEV. = 450.14'

K = 16.16

VC = 140.00'

TANGENT DIRECTION = S 74° 03' 41.90" W

TANGENT LENGTH = 276.79'

PT = 18+89.60

PC = 21+66.39

TOP OF FOOTING

EL. = 426.62

CAST IN PLACE FOOTING

ROCK LINING (TYP.)

BOTTOM OF FOOTING

EL. = 421.95

TOP OF FOOTING

EL. = 426.62

TOP OF ROCK

(VARIES)

NOTES:

1. THE TOPOGRAPHIC CONTOUR INTERVAL IS BOTH ONE FOOT AND FIVE

FOOT AND OBTAINED FROM THE TOPOGRAPHIC SURVEY PERFORMED BY

ENGINEERING DESIGN GROUP, LLC. THE HORIZONTAL DATUM IS BASED ON

STATE PLANE GRID ALABAMA WEST (NAD83) AND THE VERTICAL IS BASED

ON NADV88. THE SURVEY WAS PERFORMED BY BOTH LIDAR, GPS, AND

FIELD SURVEY DATED MAY 2024. THERE ARE AREAS OUTSIDE OF THE

CONSTRUCTION LIMITS THAT ARE TEN FOOT CONTOURS AND THESE ARE

BASED ON USGS WEBSITE TO SHOW DRAINAGE PATTERNS AND ESTABLISH

DRAINAGE DIVIDES DATED FEBRUARY 2024.

2. 100 YEAR FLOOD ELEVATION IS 438.2.

GUARDRAIL (ROADWAY ITEM)

TOP OF ROCK

(VARIES)

IRRIGATION PIPE

AS-DRILLED BORING LOCATIONS

BORING

NO. STATION (FT.) OFFSET (FT.)

B-01 19+60.23 38.45 RT

B-02 19+84.42 32.73 RT

B-03 19+78.65 1.52 LT

B-04 19+55.48 15.24 LT

B-05 20+68.62 6.39 RT

B-06 20+57.56 11.77 RT

B-07 20+55.33 12.53 LT

B-08 20+61.39 18.66 LT

A-01 19+35.36 4.94 RT

A-02 21+11.47 2.61 RT

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BRIDGE PLAN & ELEVATION ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

BID DOCUMENTS

MONTEVALLO, ALABAMA

927CM3003

BD100

16373OCTOBER 25, 2024 MP ALS

31'-2"

GUARDRAIL (TYP.)

(ROADWAY ITEM)

ELECTRIC LINE

AutoCAD SHX Text 0'

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 0'

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 0'

AutoCAD SHX Text 3/16"=1'-0"

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 12'

# Description MM/DD/YY

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

A L A B A M A L I C E N S E D

E NG I N E E R

M I C H E L L E P R I C E

No. PE53955

PROFESSIONAL

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GENERAL NOTES ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

BID DOCUMENTS

MONTEVALLO, ALABAMA

927CM3003

BD101

16374OCTOBER 25, 2024 MP ALS

GENERAL NOTES

DESIGN SPECIFICATIONS:

1. AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 9th EDITION, (2020), AND AS SUPPLEMENTED BY ALDOT STRUCTURAL DESIGN MANUAL, JANUARY 2023 EDITION.

2. LIVE LOAD DISTRIBUTION IS BASED UPON AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 9th EDITION, (2020).

3. DESIGN IS IN ACCORDANCE WITH THE LRFD METHOD.

4. PRECAST ARCH DESIGN METHODOLOGY IS PER AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 9th EDITION, (2020).

DESIGN LIVE LOADS:

1. BRIDGE UNITS: HL-93

2. HEADWALLS: EARTH PRESSURE + LIVE LOAD SURCHARGE

3. WINGWALLS: EARTH PRESSURE + LIVE LOAD SURCHARGE

DEAD LOADS:

1. DESIGN FILL HEIGHT: 2'-0 MIN. TO 5'-0” MAX. FROM TOP OF CROWN TO TOP OF PAVEMENT.

PRECAST ARCH STRUCTURE:

1. PRIOR TO CONSTRUCTION, CONTRACTOR MUST VERIFY ALL ELEVATIONS SHOWN THROUGH THE COR.

2. ONLY CONTECH ENGINEERED SOLUTIONS LLC, THE CON/SPAN® APPROVED PRECASTER IN ALABAMA MAY PROVIDE THE STRUCTURE

DESIGNED IN ACCORDANCE WITH THESE PLANS.

3. THE USE OF ANOTHER PRECAST STRUCTURE WITH THE DESIGN ASSUMPTIONS USED FOR THE CON/SPAN® STRUCTURE MAY LEAD TO SERIOUS DESIGN ERRORS. USE OF ANY OTHER PRECAST STRUCTURE WITH THIS DESIGN AND DRAWINGS VOIDS ANY CERTIFICATION OF THIS DESIGN AND WARRANTY. CONTECH ENGINEERED SOLUTIONS LLC ASSUMES NO LIABILITY FOR DESIGN OF ANY ALTERNATE OR SIMILAR

TYPE STRUCTURES.

4. ALTERNATE STRUCTURES MAY BE CONSIDERED, PROVIDED THAT DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER, REGISTERED IN THE STATE OF ALABAMA, EMPLOYED BY THE PRECAST CONCRETE BRIDGE SUPPLIER, ARE SUBMITTED TO THE

ENGINEER 2 WEEKS PRIOR TO THE BID DATE FOR REVIEW AND APPROVAL.

5. ALTERNATE STRUCTURES MAY BE CONSIDERED, PROVIDED THAT THE ALTERNATE DESIGN DOES NOT REDUCE THE HYDRAULIC OPENING OF THE STRUCTURE AS SHOWN ON THE DRAWINGS. AT A MINIMUM THE ALTERNATE STRUCTURE MUST PROVIDE THE SAME OR LARGER SPAN

AND RISE AS THE STRUCTURE SHOWN ON THE DRAWINGS.

6. THE PRECAST ARCH SUPPLIER MUST ATTEND THE PRE-BID MEETING, IF ONE IS HELD.

7. SUPPLIER OF PROPOSED ALTERNATES TO A CON/SPAN® BRIDGE SYSTEM MUST SUBMIT AT LEAST TWO (2) INDEPENDENTLY VERIFIED FULL SCALE LOAD TESTS THAT CONFIRM THE PROPOSED DESIGN METHODOLOGY OF THE THREE SIDED/ARCH STRUCTURE(S). THE PROPOSED ALTERNATE, UPON SATISFACTORY CONFIRMATION OF DESIGN METHODOLOGY, MAY BE CONSIDERED AN ACCEPTABLE ALTERNATE.

8. PROPOSED ALTERNATE STRUCTURES MAY BE CONSIDERED, PROVIDED THAT THE PRECAST CONCRETE BRIDGE STRUCTURES ARE PROVIDED BY A SUPPLIER THAT HAS A MINIMUM OF TWO (2) REGISTERED PROFESSIONAL ENGINEERS ON STAFF THAT ARE DEDICATED TO THE DESIGN OF THESE TYPES OF STRUCTURES. SUPPLIER MUST PROVIDE THESE NAMES, P.E. LICENSE NUMBERS AND DATES OF HIRE AT

TIME OF ALTERNATE SUBMITTAL.

GENERAL:

1. PROVIDE MATERIALS AND PERFORM WORK IN ACCORDANCE WITH ALABAMA STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION

2022 AND THE CONTRACT SPECIAL PROVISIONS.

2. PRECAST UNITS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH CON/SPAN® SPECIFICATIONS.

3. PROVIDE 2 IN. CONCRETE COVER ON REINFORCEMENT BARS, EXCEPT AS NOTED.

4. PROVIDE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3500 PSI FOR CONCRETE IN BARRIERS, MOMENT SLAB AND FOOTING.

5. A HIGHER CLASS CONCRETE MAY BE SUBSTITUTED FOR A LOWER CLASS CONCRETE AT NO ADDITIONAL COST IF APPROVED.

6. USE EPOXY COATED REINFORCEMENT FOR PRECAST SECTIONS AND ALL CAST IN PLACE CONCRETE.

7. PROVIDE GRADE 60 REINFORCING STEEL BARS THAT MEET THE REQUIREMENTS OF ASTM A 615/A 615M, A 996/A 996M, OR A 706/A 706M. DO NOT WELD GRADE 60 REINFORCING STEEL BARS UNLESS SPECIFIED. DO NOT USE RAIL STEEL A 996/A 996/M REINFORCEMENT BARS WHERE

BENDING OR WELDING OF THE REINFORCEMENT BARS IS INDICATED.

8. RAKE-FINISH ALL HORIZONTAL CONSTRUCTION JOINTS, EXCEPT AS INDICATED.

9. CHAMFER EXPOSED CONCRETE EDGES 1 IN. BY 1 IN., EXCEPT AS NOTED.

10. ALL DIMENSIONS SHOWN ARE HORIZONTAL, EXCEPT AS NOTED.

11. THE MAXIMUM DIFFERENCE IN THE SURFACE LEVELS OF THE FILL ON OPPOSITE SIDES OF THE BRIDGE MUST NOT EXCEED 2'-0". DO NOT ALLOW THE WHEELS OF ROLLERS TO COME CLOSER THAN 1 FT. TO THE FACE OF THE STRUCTURE DURING COMPACTION OF THE BACKFILL.

12. PROVIDE MINIMUM LAP AND EMBEDMENT LENGTH OF 30 DIAMETERS OR IN ACCORDANCE WITH AASHTO AS MODIFIED BY ALDOT

STRUCTURAL DESIGN MANUAL, WHICHEVER IS GREATER.

13. NO BLASTING ALLOWED FOR STRUCTURE EXCAVATIONS. ROCK EXCAVATION MUST BE ACCOMPLISHED BY MECHANICAL MEANS ONLY.

14. NO BACKFILL SHALL BE PLACED AGAINST ANY STRUCTURE ELEMENT UNTIL THE MATERIAL HAS BEEN APPROVED BY THE COR.

15. WHEN PLACING BACKFILL AGAINST A WATERPROOFED SURFACE, USE SUFFICIENT CARE TO AVOID DAMAGE TO THE WATERPROOFING

MATERIAL.

16. MECHANICAL TAMPERS OR APPROVED COMPACTING EQUIPMENT SHALL BE USED TO COMPACT ALL BACKFILL AND EMBANKMENT IMMEDIATELY ADJACENT TO EACH SIDE OF THE ARCH AND OVER THE TOP OF THE ARCH UNTIL IT IS COVERED TO A MINIMUM DEPTH OF 6”.

THE BACKFILL WITHIN FOUR FEET OF EACH SIDE OF THE ARCH SHALL BE PLACED IN LIFTS OF EIGHT INCHES OR LESS (LOOSE DEPTH).

17. PROVIDE WATERPROOFING MEMBRANE AS PER SPECIAL PROVISIONS.

18. PRECAST ARCH SUPPLIER ASSUMES FULL RESPONSIBILITY FOR ACQUIRING A HAULING PERMIT FOR THE PRECAST COMPONENTS.

19. WINGWALLS TO BE DESIGNED BY THE SUPPLIER. SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS, SIGNED AND SEALED BY AN ENGINEER REGISTERED IN ALABAMA TO THE COR FOR APPROVAL BEFORE BEGINNING FABRICATION.

20. PROVIDE 3 INCH ROUND WEEP HOLES SPACED NOT OVER TEN FEET ON CENTERS IN THE M.S.E. PANEL WINGWALLS WITH BACKFILL AS PER

ALABAMA STANDARD SPECIFICATIONS SUBARTICLE 214.02.

21. DESIGNER OF PRECAST ARCH TO NEED NOT PROVIDE LRFD LOAD RATINGS.

22. BRIDGE BARRIER SHALL CONFORM TO STANDARD BRIDGE BARRIER RAIL (36" SINGLE SLOPE) PER ALDOT STANDARDS.

FOUNDATION NOTES:

1. IF BEDROCK IS ENCOUNTERED ABOVE THE BOTTOM OF FOOTING, EXCAVATE ROCK UP TO THE PROPOSED BOTTOM OF FOOTING. IF BEDROCK

IS NOT ENCOUNTERED AT THE BOTTOM OF FOOTING,OVEREXCAVATE ALL SOILS UP TO SOUND BEDROCK AND BACKFILL WITH CLASS C

CONCRETE UP TO THE BOTTOM OF FOOTING.

2. PROVIDE DEWATERING TO MAINTAIN GROUNDWATER AT LEAST 1 FOOT BELOW THE EXCAVATION SUBGRADE. THE CONTRACTOR IS

RESPONSIBLE FOR IMPLEMENTATION OF ADEQUATE DEWATERING MEASURES.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL TEMPORARY EXCAVATION SUPPORT AND PROTECTION (TESP) SYSTEMS. EFFECT OF SURCHARGE AND RETAINED SLOPING EARTH CONDITION MUST BE CONSIDERED IN TESP DESIGN. THE FOLLOWING GEOTECHNICAL PARAMETERS MAY BE USED FOR THE DESIGN OF TESP, BUT THE CONTRACTOR MUST VERIFY THAT THEY ARE APPROPRIATE

FOR THE SPECIFIC SUPPORT SYSTEM TO BE USED:

COHESION, C = 0 PSF

INTERNAL FRICTION ANGLE, f= 31° MOIST UNIT WEIGHT, g = 115 PCF SATURATED UNIT WEIGHT, g = 120 PCF

GROUND WATER ELEVATION = 428.0

SHEAR STRENGTH OF ROCK MASS = 27 KSF

4. CONSTRUCT ALL TEMPORARY SLOPES NO STEEPER THAN 1.5H:1V. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE SLOPES.

5. BLASTING IS NOT PERMITTED FOR FOUNDATION EXCAVATION.

LIST OF ABBREVIATIONS

- BASELINE

BOT. - BOTTOM

℄ - CENTERLINE

C.I.P. - CAST-IN-PLACE

CLR. - CLEAR

COR - CONTRACTING OFFICER'S REPRESENTATIVE

DIA. - DIAMETER

EL. - ELEVATION

F.F. - FRONT FACE

FT. - FEET

MAX. - MAXIMUM

MIN. - MINIMUM

M.S.E. - MECHANICALLY STABILIZED EARTH

NO. - NUMBER

PCP - PREFORMED CELLULAR POLYSTYRENE

⅊ - PLATE

SPA. - SPACING

STA. - STATION

TYP. - TYPICAL

W.P. - WORK POINT6. ALL EXCAVATION MUST CONFORM TO CURRENT OSHA AND OTHER APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO ENSURE THE STABILITY OF THE EXCAVATIONS.

7. PER AASHTO TABLE 4.7.4.3.1-1, SEISMIC ANALYSIS IS NOT REQUIRED FOR SINGLE SPAN BRIDGES.

8. CORE BORING SAMPLES ARE AVAILABLE FOR THIS PROJECT AND WILL BE DISPLAYED UPON REQUEST.

CONCRETE PROTECTIVE COATINGS:

1. APPLY A 3 4” MAX RELIEF FORMLINER TO THE FACE OF ENDWALLS, BRIDGE RAIL AND WINGWALLS IN ACCORDANCE WITH SPECIAL PROVISIONS.

ms

53 4" 53 4"

53 4"

# Description MM/DD/YY

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

Fil e P ath : Q

:\4

8-

AL

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

A L A B A M A L I C E N S E D

E NG I N E E R

M I C H E L L E P R I C E

No. PE53955

PROFESSIONAL

STAKE-OUT PLAN

21+00 20+00

35'-0"

40' -0"

40'-0"

60'-0"

COORDINATE TABLE

CENTERLINE PROPOSED ROADWAY & CONSTRUCTION BASELINE

WORK POINT STATION OFFSET (FT) NORTHING EASTING DESCRIPTION

1 21+05.6868 40.2049 RT 1139975.7670 2169310.4452 END OF WINGWALL A AT F.F.

2 20+80.9381 15.4562 RT 1139958.7657 2169341.0386 END OF WINGWALL A AT F.F.

3 20+80.9381 14.9729 RT 1139958.3011 2169341.1713 F.F. OF NORTH SPANDREL WALL AT F.F. OF WEST ARCH 4 20+77.6047 14.9729 RT 1139959.2164 2169344.3765 F.F. OF NORTH SPANDREL WALL AT F.F. OF WEST ARCH 5 20+77.6047 0 1139944.8191 2169348.4881 ℄ PROPOSED ROAD AND CONSTRUCTION AT F.F. OF WEST ARCH 6 20+77.6047 14.9781 LT 1139930.4118 2169352.6026 F.F. OF SOUTH SPANDREL WALL AT F.F. OF WEST ARCH 7 20+80.9381 14.9833 LT 1139929.4964 2169349.3974 F.F. OF SOUTH SPANDREL WALL AT F.F. OF WEST ARCH

8 20+80.9381 15.4666 LT 1139929.0317 2169349.5301 END OF WINGWALL B AT F.F.

9 21+09.2223 43.7509 LT 1139894.0678 2169330.1001 END OF WINGWALL B AT F.F.

10 19+32.1047 14.9729 RT 1139999.1712 2169484.2831 END OF WINGWALL C AT F.F.

11 19+96.6047 14.9781 RT 1139981.4593 2169422.2627 END OF WINGWALL C AT F.F./F.F. OF NORTH SPANDREL WALL AT F.F.

OF EAST ARCH

12 19+96.6047 0 1139967.0620 2169426.3743 ℄ PROPOSED ROAD AND CONSTRUCTION AT F.F. OF EAST ARCH 13 19+96.6047 14.9833 LT 1139952.6546 2169430.4888 F.F. OF SOUTH SPANDREL WALL AT F.F. OF EAST ARCH 14 19+93.2714 14.9833 LT 1139953.5700 2169433.6940 F.F. OF SOUTH SPANDREL WALL AT F.F. OF EAST ARCH

15 19+93.2714 15.4666 LT 1139953.1053 2169433.8267 END OF WINGWALL D AT F.F.

16 19+64.9871 43.7508 LT 1139933.6753 2169468.7906 END OF WINGWALL D AT F.F.

F.F. WINGWALL A

F.F. WINGWALL B

F.F. WINGWALL C

F.F. WINGWALL D

90° 0'0

(TYP.)

℄ PROPOSED ROAD AND

CONSTRUCTION

PLAN

NORTH

40'-6" 40'-6"

℄ PRECAST ARCH BRIDGE

F.F. WEST ARCH (AT BASE)

STA. 20+77.60

F.F. EAST ARCH (AT BASE)

STA. 19+96.60

F.F. HEADWALL

F.F. HEADWALL

FOUR PLACE COORDINATES ARE FOR COMPUTATIONAL PURPOSES ONLY

AND DO NOT IMPLY A PRECISION BEYOND TWO DECIMAL POINTS.

THE HORIZONTAL DATUM IS BASED ON STATE PLANE GRID ALABAMA WEST

(NAD83) AND THE VERTICAL DATUM IS BASED ON NADV88.

W.P. 1

W.P. 2

W.P. 3

W.P. 4

W.P. 5

W.P. 6

W.P. 7

W.P. 8

W.P. 9

W.P. 10W.P. 11

W.P. 12

W.P. 16

W.P. 15

W.P. 14

W.P. 13

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STAKE-OUT PLAN ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

BID DOCUMENTS

MONTEVALLO, ALABAMA

927CM3003

BD102

16375OCTOBER 25, 2024 MP ALS

'-1

13 4"

'-1 13 4"

45°0'0"

45°0'0"

45°0'0"

STA. AHEAD

90°0'0"

AutoCAD SHX Text 0'

AutoCAD SHX Text 3/16"=1'-0"

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

A L A B A M A L I C E N S E D

E NG I N E E R

M I C H E L L E P R I C E

No. PE53955

PROFESSIONAL

FOUNDATION PLAN

21+00 20+00

PLAN

NORTH

21+00 20+00

F.F. WINGWALL A

F.F. WINGWALL B

F.F. WINGWALL C

F.F. WINGWALL D

℄ PROPOSED ROAD AND

CONSTRUCTION

℄ PRECAST ARCH BRIDGE

W.P. 1

W.P. 2

W.P. 3

W.P. 4

W.P. 5

W.P. 6

W.P. 7

W.P. 8

W.P. 9

W.P. 10 W.P. 11

W.P. 12

W.P. 16

W.P. 15

W.P. 14

W.P. 13

PRECAST ARCH

STRUCTURE LIMITS

PRECAST ARCH

STRUCTURE LIMITS

12'-0" FOOTING

(TYP.)

55'-6"

LEVELING PAD

LEVELING PAD

LEVELING PAD

LEVELING PAD

39' -8

1 4 " 39'-8 1

4 "

32'-8 1

4 "

'-0

'-0

'-0

'-0

PRECAST ARCH

STRUCTURE LIMITS

45°0'0"

45°0'0"

45°0'0"

STA. AHEAD

90°0'0"

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FOUNDATION PLAN ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

BID DOCUMENTS

MONTEVALLO, ALABAMA

927CM3003

BD103

16376OCTOBER 25, 2024 MP ALS

AutoCAD SHX Text 0'

AutoCAD SHX Text 3/16"=1'-0"

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

A L A B A M A L I C E N S E D

E NG I N E E R

M I C H E L L E P R I C E

No. PE53955

PROFESSIONAL

BRIDGE PLAN

21+00 20+00

PLAN

NORTH

21+00 20+00

℄ PROPOSED ROAD AND

CONSTRUCTION

℄ PRECAST ARCH BRIDGE

M.S.E. HEADWALL (TYP.)

FL

OW

10'-0"

(TYP.)

10'-0"

(TYP.)

10'-0"

(TYP.)

40'-6" 40'-6"

M.S.E. WINGWALL (TYP.)

60'-0" M.S.E. PANEL

WINGWALL C

35'-0" M.S.E. PANEL

WINGWALL A

45°0'0.0"

45°0'0" 45°0'0"

40' -0"

M.S.E. P

ANEL

WINGWALL

B

40'-0" M.S.E. PANEL

WINGWALL D

A

BD107

BD107

'-1

11 2" 6 -

(O

) 8

1'- 0"

S

PA

N x 1

8'- 95 8"

RI

SE

x 4'-

1 2"

LO

NG

PR

EC

AS

T

CO

NC

RE

TE

B

RI

DG

E

UN

IT

S

PL

US

JO

IN

TS

AT

1 2"

PE

R

JO

IN

T

2'-0

" LE

VELIN

G PAD

(TYP.)

SLOPE

F.F. WEST ARCH (AT BASE)

STA. 20+77.60

F.F. EAST ARCH (AT BASE)

STA. 19+96.60

PRECAST ARCH STRUCTURE LIMITS

℄ JOINT (TYP.)

℄ JOINT (TYP.)

℄ JOINT (TYP.)

℄ JOINT (TYP.)

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BRIDGE PLAN ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

BID DOCUMENTS

MONTEVALLO, ALABAMA

927CM3003

BD104

16377OCTOBER 25, 2024 MP ALS

AutoCAD SHX Text 0'

AutoCAD SHX Text 3/16"=1'-0"

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

ROADWAY GRADE

GUTTER LINE

CAST IN PLACE CONCRETE

BARRIER & MOMENT SLAB

(O1381) 81'-0" SPAN

8"±

THRU BOLT

REMOVABLE EXPANSION

ANCHOR (FIELD DRILL)

STEEL ANGLE

PRECAST

ARCH UNIT

PRECAST M.S.E.

HEADWALL

TIMBER POST OR TIMBER BLOCKING

CUT TO BEAR, W/STEEL POST SHORE

PRECAST ARCH UNIT

STEEL ANGLE

THRU BOLT (TYP.) TIMBER POST OR TIMBER BLOCKING

CUT TO BEAR, W/STEEL POST SHORE

REMOVABLE EXPANSION

ANCHOR (FIELD DRILL) (TYP.)

FORMLINER

( 3 4" MAX. RELIEF)

(TYP.)

FORMLINER

(3 4" MAX. RELIEF)

(TYP.)

FORMLINER ASHLAR

TYPE (TYP.)

4'- 8"

STREAM BED

EL. = 428.0 ±

STREAM BED

EL. = 428.0 ±

'-9

5 8"

RI

SE

'-9

5 8"

RI

SE

M.S.E. WINGWALL

(TYP.)

M.S.E. WINGWALL

(TYP.)

15'-6"

℄TIMBER POST OR

STEEL SHORE (TYP.)

GRILLAGE BY OTHERS

TEMPORARY SHORING

BY OTHERS (TYP.)

SEE POST

CONNECTION

DETAIL ON THIS

SHEET

15'-6"

15'-6"

℄TIMBER POST OR

STEEL SHORE (TYP.)

GRILLAGE BY OTHERS

TEMPORARY SHORING

BY OTHERS (TYP.)

15'-6"

TOP OF FOOTING

EL. 426.62

TOP OF M.S.E. WALL

EL. 451.51

TOP OF M.S.E. WALL

EL. 450.74

TOP OF M.S.E. WALL

EL. 450.17 TOP OF M.S.E. WALL

EL. 449.59

TOP OF M.S.E. WALL

EL. 450.63

TOP OF M.S.E. WALL

EL. 445.00

3'- 41 2"

9'- 93 4"

9'- 81 4"

'-8

1 4"

'-6

5 8"

'-6

5 8"

'-5

1 8"

'-5

1 8"

'-3

5 8"

'-3

5 8"

'-2

'-2

'-0

1 2"

'-6

1 4" 7'- 73 8"

5'- 01 4"

3'- 75 8"

3'- 61 8"

4'- 75 8"

6'-

5 8"

'-7

3 8"

'-1

05 8"

'-1

11 8"

'-8

7 8" 19 '-8

7 8"

'-1

15 8"

'-1

15 8"

'-3

5 8"

TOP OF M.S.E. WALL

EL. 443.50

TOP OF M.S.E. WALL

EL. 450.63

TOP OF M.S.E. WALL

EL. 449.59 3'-

41 2"

TOP OF M.S.E. WALL

EL. 450.17

TOP OF M.S.E. WALL

EL. 450.74

TOP OF M.S.E. WALL

EL. 451.79

TOP OF M.S.E. WALL

EL. 444.50

7'- 95 8"

9'- 71 2"

'-7

1 2" 14 '-5

1 2"

'-5

1 2" 19 '-3

3 8"

'-3

3 8"

'-1

11 8"

'-1

07 8"

'-7

3 8" 6'-

5 8" 4'- 75 8"

3'- 61 8"

3'- 75 8"

5'- 01 4"

7'- 73 8"

'-6

1 4"

'-0

3 8"

'-1

'-9

" 20 '-9

'-9

1 4"

'-9

1 4"

'-9

3 8"

'-9

3 8"

8'- 95 8"

TOP OF LEVELING PAD

EL. 429.62

TOP OF LEVELING PAD

EL. 432.62

TOP OF LEVELING PAD

EL. 435.62

TOP OF LEVELING PAD

EL. 438.62

TOP OF LEVELING PAD

EL. 441.62

TOP OF FOOTING

EL. 426.62

TOP OF LEVELING PAD

EL. 429.62

TOP OF LEVELING PAD

EL. 432.62

TOP OF FOOTING

EL. 426.62

TOP OF LEVELING PAD

EL. 429.62

TOP OF LEVELING PAD

EL. 432.62

TOP OF LEVELING PAD

EL. 435.62

TOP OF FOOTING

EL. 426.62

TOP OF LEVELING PAD

EL. 429.62

TOP OF LEVELING PAD

EL. 432.62

TOP OF LEVELING PAD

EL. 435.62

90'-0" M.S.E. PANEL

SPANDREL ENDWALL

90'-0" M.S.E. PANEL

SPANDREL ENDWALL

2'- 11 2"

(O1381) 81'-0" SPAN

4 " BARRIER JOINT (REFER TO

ALDOT STANDARD DRAWING

BBR-2 FOR JOINT DETAILS) (TYP.)

30'-0" 30'-0" 30'-0"

ROADWAY GRADE

GUTTER LINE

CAST IN PLACE CONCRETE

BARRIER & MOMENT SLAB

30'-0"30'-0"

10'-0"

2'-6"

(TYP.)

SEE DETAIL "CONNECTION TO BRIDGE

RAIL" ON DRAWING BD108 (TYP.)

BARRIER RAIL TRANSITION (TYP., SEE

ALDOT SPECIAL BRIDGE PROJECT

DRAWING BBR-2)

# Description MM/DD/YY

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

A L A B A M A L I C E N S E D

E NG I N E E R

M I C H E L L E P R I C E

No. PE53955

PROFESSIONAL

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BRIDGE ELEVATIONS ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

BID DOCUMENTS

MONTEVALLO, ALABAMA

927CM3003

BD105

16378OCTOBER 25, 2024 MP ALS

NORTH END ELEVATION

(LOOKING SOUTH)

SOUTH END ELEVATION

(LOOKING NORTH)

NOTES:

1. INSTALL TIMBER OR STEEL POSTS TIGHT AGAINST UNDERSIDE OF PRECAST

ARCH UNIT PRIOR TO SETTING PRECAST HEADWALL UNITS.

2. POSTS SHALL REMAIN IN PLACE UNTIL BACKFILL IS AT LEAST 1'-0" FROM

TOP OF STRUCTURE.

POST CONNECTION DETAIL

NOT TO SCALE

HEADWALL SECTION

TEMPORARY SHORING DETAIL & SECTION

NOT TO SCALE

AutoCAD SHX Text 0'

AutoCAD SHX Text 3/16"=1'-0"

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 12'

AutoCAD SHX Text 0'

AutoCAD SHX Text 3/16"=1'-0"

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

GROUT TO TOP

OF KEYWAY

F.F. PRECAST BRIDGE UNIT

3"

KE

YW

AY

KE

YW

AY1"

GR

OU

T

# Description MM/DD/YY

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

A L A B A M A L I C E N S E D

E NG I N E E R

M I C H E L L E P R I C E

No. PE53955

PROFESSIONAL

FOUNDATION REINFORCEMENT

PLAN

NORTH

PRECAST ARCH

STRUCTURE LIMITS

PRECAST ARCH

STRUCTURE LIMITS

4'- 8"

12'-0"

3" CL

R.

4" CL

R. 3" CLR.

(TYP.)17 - #5 (TOP AND BOT.)

#6 AT 6" MAX

#8 AT 6" MAX

SECTION

(WEST ARCH FOOTING SHOWN, EAST ARCH FOOTING OPPOSITE HAND)

A

BD106

PRECAST ARCH

3'-0"

#4 AT 12" (TYP.)

GROUT TO TOP OF KEYWAY

KE

YW

AY

1"

GR

OU

T

3"

KE

YW

AY

PRECAST ARCH

STRUCTURE LIMITS

PRECAST ARCH

STRUCTURE LIMITS

17 - #5 (TOP AND BOTTOM)

#6 A

T 6 M

AX

TO

P)

#8 A

T 6"

M

AX

BO

TT

OM

17 - #5 (TOP AND BOTTOM)

#6 A

T 6"

M

AX

TO

P) #8

A T

6" M

AX

BO

TT

OM

5" 7"

10"7"

BOTTOM OF FOOTING

421.95

ROCK PARAMETERS

ALLOWABLE BEARING

RESISTANCE 14.4 KSF

GROSS NOMINAL BEARING

RESISTANCE 36.1 KSF

PHI FACTORS FOR

STRENGTH 0.45

PHI FACTORS FOR

EXTREME 1

ALLOWABLE SETTLEMENT 0.5 INCH

ROCK QUALITY 83%

POISSON'S RATIO 0.15

ELASTIC MODULUS 1775 KSI

FOOTING BEARING PRESSURE

LIMIT

STATE

MAXIMUM

BEARING

PRESSURE

(KSF)

BEARING

RESISTANCE

(KSF)

PERFORMANCE

RATIO

STR-1 13.84 16.24 1.17

2'-9"

1'-7"

3"

#4 AT 12" (TOP)

#4 A

T

" M

AX

TO

P)

#4 AT 12" (TOP)

#4 A

T

" M

AX

TO

P)

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FOUNDATION DETAILS ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

BID DOCUMENTS

MONTEVALLO, ALABAMA

927CM3003

BD106

16379OCTOBER 25, 2024 MP ALS

TYPICAL BRIDGE UNIT GROUT DETAIL

NOT TO SCALE

NOTE: 1. FILL ENTIRE KEYWAY INCLUDING NOMINAL 1" VOID BETWEEN BOTTOM OF

KEYWAY AND BOTTOM OF PRECAST BRIDGE UNIT LEG WITH GROUT.

A

BD106

STA. AHEAD

20+00

℄ PROPOSED ROAD AND

CONSTRUCTION

3" CLR.

(TYP.)

3" C

LR

(T

YP

1'- 01 4"

(T

YP

'-0

'-0

W.P. 5 W.P. 12

BAR SHAPE

BAR SHAPE

AutoCAD SHX Text 0'

AutoCAD SHX Text 3/8"=1'-0"

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 6'

AutoCAD SHX Text 0'

AutoCAD SHX Text 1/2"=1'-0"

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

4'

31'-2"

STREAM BED

EL. 428.00±

JOINT SEAL

BETWEEN END

UNIT AND

HEADWALL (TYP.)

8" x 13

8" BUTYL ROPE

9" WIDE JOINT WRAP

PRIMER COMPATIBLE

WITH JOINT WRAP

TOP OF PRECAST

BRIDGE UNIT

PRECAST BRIDGE UNIT

SEE TYPICAL

JOINT SEAL

DETAIL ON THIS

SHEET (TYP.

BETWEEN UNITS)

BUTYL ROPE, PRIMER & JOINT WRAP

INSTALLED UNDER TIE PLATE 11"

BRIDGE INTERIOR UNITBRIDGE END UNIT

℄1"Ø x 9" LONG HILTI KWIK BOLT 3 EXPANSION ANCHOR

OR APPROVED EQUAL. INSTALL IN FIELD DRILLED HOLES

W/ MINIMUM 6" EMBEDMENT, AS PER MANUFACTURER'S

INSTALLATION INSTRUCTIONS (TYP.)

4" 2"

2"

2'-8"

2" 6"

1'-4" 6"

2"

8" x 4" x 2'-8"

GALVANIZED ⅊(P-1)

3 - 11

8"Ø HOLES

BUTYL ROPE

JOINT WRAP & PRIMER

INSTALLED UNDER TIE PLATEPLATE WASHER

℄J O

IN

T

℄8" TWO BOLT PRESET

ANCHOR FOR 1"Ø x 23

4" BOLTS,

(6" PITCH)

W/ ROUND WASHERS

2" x 11 8"Ø

SLOTTED HOLE

M.S.E. HEADWALL

(TYP.)

# Description MM/DD/YY

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

A L A B A M A L I C E N S E D

E NG I N E E R

M I C H E L L E P R I C E

No. PE53955

PROFESSIONAL

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MISCELLANEOUS DETAILS - 1 ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3BID DOCUMENTS

MONTEVALLO, ALABAMA

927CM3003

BD107

16380OCTOBER 25, 2024 MP ALS

SECTIONA

BD104

TYPICAL JOINT SEAL DETAIL

NOT TO SCALESECTION

NOT TO SCALE

B

BD107DETAIL

NOT TO SCALE

BD104

B

BD107

AutoCAD SHX Text 0'

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

8'

3'-0" MIN.

(TYP.) A C.I.P. CROWN JOINT

O-SERIES PRECAST

ARCH LEAF (TYP.)

C SPANL

CROWN JOINT

WATERPROOFING

MEMBRANE

ARCH JOINT

WRAP (TYP.)

C SPANL

3'-0" MIN.

(TYP.)

A

CROWN JOINT

WATERPROOFING MEMBRANE

AND PRIMER (TYP.)

2" MINIMUM LAP PER MANUFACTURER'S

RECOMMENDATION (TYP.)

ARCH JOINT

WRAP (TYP.)

C.I.P. CROWN

JOINT (TYP.)

PRECAST ARCH UNIT

LAY LENGTH (TYP.)

LIQUID MEMBRANE TERMINATION

SHALL BE APPLIED TO THE

PERIMETER OF THE MEMBRANE

*NOT REQUIRED IF FULL STRUCTURE

WATERPROOFING MEMBRANE IS REQUIRED

IN-SITU

SOIL

5'- 0"

M

AX

FI

LL

H

EI

GH

T

FINISHED

GRADE

A

LIMITS OF CRITICAL

BACKFILL ZONE B

CC

TO ROADWAY

BASE/ FINISH

GRADE OR

2'-0" MIN.

ARCH UNIT

FOUNDATION

(TYP.)

4'-0"

MIN

B

IN-SITU

SOIL

B

A

GW, GP, SP

GM, SW, SP,

SM

TYPICAL

USCS

MATERIALS

AASHTO

GROUP

AASHTO

SUBGROUP

PERCENT PASSING

US SIEVE NO.

#40#10 #200

30 MAX50 MAX 15 MAX

50 MAX 25 MAX

SP, SM, SW

A1

A3

A-1A

A-1B

CHARACTER OF FRACTION

PASSING NO. 40 SIEVE

LIQUID

LIMIT

PLASTICITY

INDEX

6 MAX

6 MAX

51 MIN 10 MAX NON-

PLASTIC

SOIL DESRIPTION

LARGELY GRAVEL BUT CAN

INCLUDE SAND AND FINES

GRAVELLY SAND OR GRADED

SAND, MAY INCLUDE FINES

FINE SANDS

C.

I.P

. C

LO

SU

RE

(T

YP

3'-

0" M

IN

(T

YP

# Description MM/DD/YY

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

A L A B A M A L I C E N S E D

E NG I N E E R

M I C H E L L E P R I C E

No. PE53955

PROFESSIONAL

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MISCELLANEOUS DETAILS - 2 ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3BID DOCUMENTS

MONTEVALLO, ALABAMA

927CM3003

BD108

16381OCTOBER 25, 2024 MP ALS

BARRIER AND MOMENT SLAB

BARRIER MOMENT SLAB WIDTH

6'-0" MIN.

2"

3'- 0"

5'- 11 2"

1'- 11 2"

BE

LO

W G

UT

TE

R

LIN

E 1'-

0"

1'-21 2"

7"

1'- 0"

2'- 0"

90°

4'- 4"

1'-03 4"

PRECAST WALL

2"

(TYP.)

1"

2"

CL

R.

3" CL

R. #5 AT 6"

#4 AT 12" MAX.

(TOP AND BOT.)

#6 AT 6"

2"

CLR.

TOP OF PAVEMENT

SEE NOTE 3

CONSTRUCTION

JOINT

PR

EC

AS

T

W

AL

L

1'-43 4"

2"

PCP (REMOVE AFTER CIP CONCRETE IS

CURED). GLUE TO PANEL AS REQUIRED

TO KEEP PCP IN PLACE DURING

PLACEMENT OF CIP CONCRETE (TYP.)

#4 E

QU

AL

S

PA

#4 AT 6" MAX.

#4 AT 6" MAX

#4 E

QU

AL

S

PA

23 4"

1" CLOSED CELL NEOPRENE

SPONGE (CONTINUOUS)

41 4"

4"

2" CLR.

(TYP.)

PCP (TO REMAIN IN PLACE)

GLUE TO PANEL WITH

WATERPROOF ADHESIVE

#4

8"

6"

4"

3'- 4"

2'-6 12 "

2'-6"

BACKFILL REQUIREMENTS

PLAN

CROWN JOINT SEALING DETAILS*

ELEVATION

ACCEPTABLE SOILS FOR USE IN ZONE B BACKFILL

101°90°

10"

2'-

1 2"

2 12 " DIA BENDING PIN

CONNECTION TO BRIDGE RAIL

(12) GALVANIZED RECTANGULAR WASHERS (FWR03) ARE REQUIRED

UNDER THE BOLT HEAD AT THE TERMINAL CONNECTOR SPLICE TO

NESTED THRIE BEAM. (SEE NOTES 1 & 2).

2"

±2" 2'-6"

(TERMINAL CONNECTOR)

2'-0"

TAPER

4"

1'- 9"

INSTALL WITH BOLT

HEADS ON TRAFFIC SIDE

±3 3 8"

2'-6"

±3"

TERMINAL CONNECTOR

10 GAUGE

NOTES:

1. GALVANIZED WASHERS USED WITH THE 5 8" DIA. POST BOLTS SHALL BE TYPE A 1 3 4" O.D.

WASHERS. THE (12) PLATE WASHERS (FWR03) REQUIRED AT THE TERMINAL CONNECTOR

SPLICE.

2. BUTTON HEAD "POST" BOLTS (ASTM A307) SHALL BE OF SUFFICIENT LENGTH TO EXTEND

THROUGH THE FULL THICKNESS OF THE NUT (ASTM A563) AND WASHER AND NOT MORE

THAN 1" BEYOND IT. BUTTON HEAD "SPLICE" BOLTS (ASTM A307) 5 8" DIA. x 2" (AT TRIPLE

RAIL SPLICES) WITH 5 8" DOUBLE RECESSED NUTS.

3. ASPHALT AND RUBBER SEALING COMPOUND (ASTM D5078).

A

BD108

GUARDRAIL

BRIDGE BARRIER RAIL

SECTIONA

BD108

CROWN JOINT

WATERPROOFING

MEMBRANE CHART

FORM/SPAN A*

1381T 14'-6"

NOTE: LENGTHS ARE ALONG THE ARCH SURFACE

BACKFILL ZONES

ZONE TYPE

A CONSTRUCTED EMBANKMENT OR OVERFILL

B FILL THAT IS DIRECTLY ASSOCIATED WITH PRECAST

CONCRETE BRIDGE INSTALLATION

C ROAD STRUCTURE

VIEW BB

BD108

B

BD108

1'- 9"

1'- 8"

(T

YP

.)313

(T

YP

1'-21 2"

2"

2" 8"

4" 41 4"

4 "

GUTTER LINE

BAR SHAPE

BAR SHAPE

BAR SHAPE

AutoCAD SHX Text 1-1/2"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 1'

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 0'

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 0'

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

2'

C.I.P. CROWN JOINT

REINFORCING BAR LIST - 1380T

SPACED @ 33

4"± O.C.

SPACED @ 33

4"± O.C.

NOTE:

· SELECT APPROPRIATE SPACERS (NOT INDICATED ON DRAWING).

· CROWN JOINT TO BE CAST-IN-PLACE 6000 PSI CONCRETE. INTERIOR CROWN JOINT 1.9 CY, EXTERIOR CROWN

JOINT 0.8CY. ESTIMATE VOLUMES ARE PER JOINT

· CONCRETE AND REINFORCEMENT SUPPLIED BY CONTRACTOR EXCEPT WHERE NOTED.

· REINFORCING SIZE AND QUANTITY ARE PRELIMINARY, PENDING FINAL DESIGN

SPACED @ 4"± O.C.

7'-8"

7'-8"

R3 #4

R2 #5

R1 #7

LENGTHNO.MARK SIZE fy = 60 ksi

3'-4"

SPACED @ 4"± O.C.9'-2"120R4 #4

PRECAST END

ARCH UNIT

12 - R1 12 - R2

5 - R1 5 - R2

12 - R1 12 - R2

24 - R4

TYPE

STR

STR

BENT

BENT

R3 OR R4 SEAL THIS JOINT

BEFORE POURING

BARS PROTRUDING

FROM ARCH UNIT

R1

R2

3'-6"

12"

R4

6"

1'-3"

R3

12"

STANDARD CROWN

JOINT (TYP.)

24 - R4

24 - R3

PRECAST INTERIOR

ARCH UNIT

PRECAST END ARCH

UNIT CROWN JOINT

24 - R4

12 - R1 12 - R2

1'-63 4"

60°0'0"

R1 '-6

6" 6"

1"Ø A307 TEMPORARY

CONNECTING BOLT

#5 D101A DOWEL BAR WITH #5

D101 DOWEL-IN (8 PER LEAF)

(TYP.)

5°

0'0

#7 D101A DOWEL BAR WITH #7

D101 DOWEL-IN (8 PER LEAF)

(TYP.)

2"Ø F44 THIN

SLAB INSERT

PRECAST INTERIOR

ARCH UNIT

#5 (TOP) & #7 (BOTTOM) D101 DOWEL-INS

PROTRUDING FROM ARCH UNIT AND LAPPED

WITH R2 (TOP) AND R1 (BOTTOM) BARS.

12 - R1 12 - R1

12 - R224 - R3

12 - R2 24 - R4

PRECAST INTERIOR

ARCH UNIT

12 - R1

12 - R2

24 - R4

5 - R1

24 - R4 5 - R2

PRECAST END

ARCH UNIT

2"Ø F44 THIN

SLAB INSERT

STRAIGHT DOWEL-IN SPLICER, FIELD

INSTALLED, SUPPLIED BY PRECASTER

SIZE AND SPACING TO BE DETERMINED AT

SHOP DRAWING STAGE

5"

8'-0"

3'-

1'-

53 4" 3'-

3'-

# Description MM/DD/YY

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

Fil e P ath : Q

:\4

8-

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3.D W

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

A L A B A M A L I C E N S E D

E NG I N E E R

M I C H E L L E P R I C E

No. PE53955

PROFESSIONAL

Fil e P ath : Q

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3.D W

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MISCELLANEOUS DETAILS - 3 ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3BID DOCUMENTS

MONTEVALLO, ALABAMA

927CM3003

BD109

16382OCTOBER 25, 2024 MP ALS

CROWN JOINT REINFORCING DETAIL

NOT TO SCALE

SECTION

NOT TO SCALE

A

BD109

SECTION

NOT TO SCALE

B

BD109

TEMPORARY CONNECTING BOLT DETAIL

NOT TO SCALE

B

BD109

A

BD109

CULVERT 1-2 PROFILE

85.00' - 54" CMP

@ 0.50%

COMPACTED STRUCTURAL

PER GEOTECH REPORT

+8

5=

HE

AD

WA

LL

IN

V.

OU

T=

4.3 2 (

C1 -54

+0

0=

HE

AD

WA

LL

IN

V.

IN

=4

.90 (C

2-5 4")

22' RIP-RAP

+5

7=

" S

TO

RM

SE

WE

R

X-

IN

G

IN

V.=

9.2

PR. GRADE

EX. GRADE

STREAM 2

C2C1

TW ELEV=

457.50

HW ELEV=

459.65STREAM 2

0.3'

CLEAR

STORM 1-18 PROFILE

43.97' - 15" RCP CL III

@ 2.30%

124.23' - 15" RCP CL III

@ 2.00%

123.80' - 18" RCP CL III

@ 1.74%

102.02' - 24" RCP CL III

@ 0.50%165.78' - 24" RCP CL III

@ 0.50%59.29' - 24" RCP CL III

@ 0.50%93.66' - 24" RCP CL III

@ 0.50%86.11' - 24" RCP CL III

@ 0.50%86.02' - 24" RCP CL III

@ 0.50%149.04' - 30" RCP CL III

@ 0.52%

TO

P=

6.5

TO

P=

6.4

TO

P=

4.9

TO

P=

3.6

TO

P=

2.9

TO

P=

3.1

TO

P=

1.3

TO

P=

9.5

TO

P=

7.2

TO

P=

6.9

TO

P=

4.7

+0

0=

EN

D

SE

CT

IO

N

IN

V.

IN

=4

.10 (2

-30

+3

4=

" S

TO

RM

SE

WE

R

X-

IN

G

IN

V.=

4.1

+0

1=

MA

NH

OL

E (

IN

LE

T G

RA

DE

TO

BE

PL

AC

ED

WI

TH

BI

D

OP

TIO

N

3)

IN

V.

OU

T=

0.2 7 (

-15

+5

7.0 3=

MA

NH

OL

E

IN

V.

OU

T=

9.1

6 (

-15

IN

V.

IN

=4

.26

(1 2-1

5")

+8

9.9 4=

1 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

5.2

8 ( 9-1

5")

IN

V.

IN

=4

.38 (1

1-1 5")

IN

V.

IN

=4

.38

(1 0A

-15

+6

5.7 1=

1 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

2.5

0 ( 8-1

8")

IN

V.

IN

=4

.80 (1

0-1 5")

+4

1.9 1=

2 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

9.8

5 ( 7-2

4")

IN

V.

IN

=4

.35 (9

-18

IN

V.

IN

=4

.60

(8 A-

+3

9.8 9=

1 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

9.2

4 ( 6-2

4")

IN

V.

IN

=4

.34 (8

-24

IN

V.

IN

=4

.08

(7 A-

+7

4.1 1=

MA

NH

OL

E

IN

V.

OU

T=

8.3

1 ( 5-2

4")

IN

V.

IN

=4

.41 (7

-24

+1

4.8 2=

MA

NH

OL

E

IN

V.

OU

T=

7.9

1 ( 4-2

4")

IN

V.

IN

=4

.01 (6

-24

+2

1.1 6=

1 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

7.3

4 ( 3-2

4")

IN

V.

IN

=4

.44 (5

-24

IN

V.

IN

=4

.75

(4 A-

+3

5.0 5=

MA

NH

OL

E

IN

V.

OU

T=

6.8

1 ( 2-2

4")

IN

V.

IN

=4

.91 (4

-24

IN

V.

IN

=4

.04

(3 A-

+4

9.0 4=

1 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

5.8

8 ( 1-3

0")

IN

V.

IN

=4

.38 (3

-24

IN

V.

IN

=4

.40

(1 9-2

4")

COMPACTED STRUCTURAL

PER GEOTECH REPORT

PR. GRADE

EX. GRADE

PR. GRADE

EX. GRADE

167.09' - 15" RCP CL III

@ 2.26%2.7'

COVER

0.3'

CLEAR

13' RIP-RAP

COMPACTED STRUCTURAL

PER GEOTECH REPORT

PROFILE TO BE

CONTINUED IN

BID OPTION 3

TO

P=

9.5

TO

P=

6.9

TW ELEV=

457.10

10 YR. HGL

10 YR. HGL

BIORETENTION

#1 PONDING

ELEV.=455.00

STORM 3-24 PROFILE

28.51' - 24" RCP CL III

@ 0.50%

28.50' - 15" RCP CL III

@ 0.50%

21.56' - 15" RCP CL III

@ 0.50%137.36' - 24" RCP CL III

@ 0.57%

28.51' - 24" RCP CL III

@ 0.50%

68.49' - 24" RCP CL III

@ 0.50%

TO

P=

9.5

TO

P=

1.3

TO

P=

9.5

TO

P=

0.1

TO

P=

2.8

TO

P=

2.8

TO

P=

1.3

+1

2.9 2=

DR

OP

IN

LE

T (

TY

PE

P1

IN

V.

OU

T=

6.6 9 (

-15

+9

1.3 6=

1 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

6.4

8 (

-15

IN

V.

IN

=4

.58

(2 4-1

5")

+6

2.8 6=

1 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

5.5

9 (

-24

IN

V.

IN

=4

.34

(2 3-1

5")

+2

5.5 0=

2 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

4.7

1 (

-24

IN

V.

IN

=4

.81

(2 2-2

4")

+9

7= 2 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

4.4 7 (

-24

IN

V.

IN

=4

.57 (2

1-2 4")

+0

0= 1 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

5.8 8 (

1-3 0")

IN

V.

IN

=4

.38

(3 -24

IN

V.

IN

=4

.40 (1

9-2 4")

PR. GRADE

EX. GRADE

2.2'

COVER

+2

8.5 1=

1 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

9.5

5 ( 2-2

4")

IN

V.

IN

=4

.13 (2

0-2 4")

IN

V.

IN

=4

.88

(U D1

-12

TO

P=

2.8

+6

2.8 6=

1 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

5.5

9 (

-24

IN

V.

IN

=4

.34

(2 3-1

5")

TO

P=

1.3

10 YR. HGL

GRAPHICAL SCALE: 1"=50'

50 25 0 50 100 150

VERTICAL SCALE: 1"=5'

0 2.5 5 10 15

CU201

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building NumberBID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

Fil e P ath : G

:\P

RO

JE

CT

\S

BU

\50

-0

1 N

CA

A

LA

BA

MA

\E

NG

IN

\P

LA

NS

\C U2

.D

W G

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

CDW 163RJP

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

STORM SEWER PROFILES-BASE BID

STORM 3 TO 3A PROFILE

TO

P=

5.7

3A

TO

P=

3.1

32.19' - 15" RCP CL III

@ 0.50%

+3

2.1 9=

DR

OP

IN

LE

T (

TY

PE

P1

IN

V.

OU

T=

2.2 1 (

3-1 5")

+0

0=

MA

NH

OL

E

IN

V.

OU

T=

6.8 1 (

2-2 4")

IN

V.

IN

=4

.91

(4 -24

IN

V.

IN

=4

.04 (3

A-

PR. GRADE

EX. GRADE

10 YR. HGL

STORM 4 TO 4A PROFILE

TO

P=

4.9

28.72' - 15" RCP CL III

@ 0.50%

TO

P=

5.0

4A

+2

8.7 2=

1 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

0.9

0 ( 4-1

5")

+0

0= 1 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

7.3 4 (

3-2 4")

IN

V.

IN

=4

.44

(5 -24

IN

V.

IN

=4

.75 (4

A-

PR. GRADE

EX. GRADE

COMPACTED STRUCTURAL

PER GEOTECH REPORT

10 YR. HGL

STORM 7 TO 7A PROFILE

28.57' - 15" RCP CL III

@ 0.50%

TO

P=

7.1

7A

TO

P=

7.2

+2

8.5 7=

1 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

3.2

2 ( 7-1

5")

+0

0= 1 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

9.2 4 (

6-2 4")

IN

V.

IN

=4

.34

(8 -24

IN

V.

IN

=4

.08 (7

A-

PR. GRADE

EX. GRADE

COMPACTED STRUCTURAL

PER GEOTECH REPORT

10 YR. HGL

STORM 8 TO 8A PROFILE

28.52' - 15" RCP CL III

@ 0.53%

TO

P=

4.7

8A

TO

P=

4.7

+2

8.5 2=

2 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

0.7

5 ( 8-1

5")

+0

0= 2 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

9.8 5 (

7-2 4")

IN

V.

IN

=4

.35

(9 -18

IN

V.

IN

=4

.60 (8

A-

PR. GRADE

EX. GRADE

COMPACTED STRUCTURAL

PER GEOTECH REPORT

10 YR. HGL

STORM 10 TO 10A PROFILE

28.50' - 15" RCP CL III

@ 0.50%

TO

P=

9.5

10A

TO

P=

9.5

+2

8.5 0=

1 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

5.5

3 (

-15

+0

0= 1 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

5.2 8 (

9-1 5")

IN

V.

IN

=4

.38

(1 1-1

5")

IN

V.

IN

=4

.38 (1

0A -15

PR. GRADE

EX. GRADE

COMPACTED STRUCTURAL

PER GEOTECH REPORT

10 YR. HGL

STORM 30 TO 33 PROFILE

85.49' - 15" RCP CL III

@ 1.79%

28.50' - 15" RCP CL III

@ 0.77%

53.94' - 15" RCP CL III

@ 2.38%

TO

P=

2.9

+0

0=

EN

D

SE

CT

IO

N

IN

V.

IN

=4

.10 (3

1-1 5")

+8

5.4 9=

2 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

6.6

3 (

-15

IN

V.

IN

=4

.95

(3 2-1

5")

IN

V.

IN

=4

.73 (3

1A -15

+6

7.9 4=

DR

OP

IN

LE

T (

TY

PE

P1

IN

V.

OU

T=

0.5 4 (

-15

TO

P=

3.4

TO

P=

3.4

+1

3.9 9=

2 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

9.1

6 (

-15

IN

V.

IN

=4

.26

(3 3-1

5")

IN

V.

IN

=4

.41 (U

D2 -12

PR. GRADE

EX. GRADE

BIORETENTION

15' RIP-RAP

TW ELEV=

456.10

10 YR. HGL

BIORETENTION #1 PONDING

ELEV.=455.00

STORM 41 TO 43 PROFILE

29.72' - 15"

RCP CL III

@ 2.52%

TO

P=

1.1

TO

P=

1.1

28.50' - 15" RCP CL III

@ 1.00%

+6

2.3 9=

2 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1 ) W

/FI

LT

ER

A

IN

V.

OU

T=

6.1

4 (

-15

IN

V.

IN

=4

.00

(F

ILT

ER

RA

-43 -6"

+3

3.8 9=

2 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1 ) W

/FI

LT

ER

A

IN

V.

OU

T=

5.7

5 (

-15

IN

V.

IN

=4

.85

(4 3-1

5")

IN

V.

IN

=4

.00 (F

ILT

ER

RA

-42

-6"

+0

4.1 7=

EN

D

SE

CT

IO

N

IN

V.

IN

=4

.00

(4 2-1

5")

PR. GRADE

EX. GRADE

COMPACTED STRUCTURAL

PER GEOTECH REPORT58' RIP-RAP

10 YR. HGL

TW ELEV=

446.00'

STORM 51 TO 53 PROFILE

18.00' - 15"

RCP CL III

@ 6.38%

28.50' - 15"

RCP CL III

@ 1.00%

TO

P=

6.4

TO

P=

6.4

+1

7.7 3=

EN

D

SE

CT

IO

N

IN

V.

IN

=4

.68

(5 2-1

5")

+3 5.7

3= 1 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

) W

/FI

LT

ER

A

IN

V.

OU

T=

1.8 3 (

-15

IN

V.

IN

=4

.93 (5

3-1 5")

IN

V.

IN

=4

.38

(F

ILT

ER

RA

-52 -6"

+6 4.2

3= 1 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

) W

/FI

LT

ER

A

IN

V.

OU

T=

2.2 2 (

-15

IN

V.

IN

=4

.38 (F

ILT

ER

RA

-53

-6"

PR. GRADE

EX. GRADE

104'

RIP-RAP

TW ELEV=

451.68 10 YR. HGL

STORM 61 TO 63 PROFILE

TO

P=

7.2

EX.

20.47' - 15"

RCP CL III

@ 0.50%

TO

P=

8.5

28.50' - 15" RCP CL III

@ 3.95%

TO

P=

8.5

+0

0=

EX

. E X.

GR

AT

E I

NL

ET

IN

V.

OU

T=

2.9 9 (

IN

V.

IN

=4

.09

(6 2-1

5")

IN

V.

IN

=4

.89 (-1

8")

+2 0.4

7= 2 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

) W

/FI

LT

ER

A

IN

V.

OU

T=

3.1 9 (

-15

IN

V.

IN

=4

.29 (6

3-1 5")

IN

V.

IN

=4

.72

(F

ILT

ER

RA

-62 -6"

+4 8.9

7= 2 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

) W

/FI

LT

ER

A

IN

V.

OU

T=

4.4 2 (

-15

IN

V.

IN

=4

.42 (F

ILT

ER

RA

-63

-6"

PR. GRADE

EX. GRADE

10 YR. HGL

TO

P=

8.1

RAISE EX.

STRUCTURE TOP

STORM 27 TO 29 PROFILE

TO

P=

7.2

TO

P=

7.2

+0

0=

EN

D

SE

CT

IO

N

IN

V.

IN

=4

.10 (2

8-1 5")

+5

5.1 1=

1 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

7.8

7 (

-15

IN

V.

IN

=4

.61

(2 9-1

5")

+8 3.6

1= 1 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

2.9 0 (

-15

IN

V.

IN

=4

.00 (2

9A -15

28.50' - 15"

RCP CL III

@ 1.02%

55.10' - 15" RCP CL III

@ 5.03%

PR. GRADE

EX. GRADE

8' RIP-RAP

TO

P=

2.3

29A

+0

9.6 2=

DR

OP

IN

LE

T (

TY

PE

P1

IN

V.

OU

T=

3.3 3 (

-15

26.01' - 15"

RCP CL III

@ 1.27%

TW ELEV=

456.10

10 YR. HGL

BIORETENTION #1 PONDING

ELEV.=455.00

ADD 6" OF PR. GRADE

TO BEHIND THE

GRATE TO HELP

PREVENT BYPASS

STORM 31 TO 31A PROFILE

TO

P=

3.4

+0

0= 2 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

6.6 3 (

-15

IN

V.

IN

=4

.95 (3

2-1 5")

IN

V.

IN

=4

.73

(3 1A

-15

+0

3.1 7=

DR

OP

IN

LE

T (

TY

PE

P1

IN

V.

OU

T=

7.7 5 (

-15

203.17' - 15" RCP CL III

@ 0.50%

PR. GRADE

EX. GRADE

TO

P=

1.1

31A

0.85' CONCRETE RISER

(TO BE REMOVED

DURING BID OPTION 1

CONSTRUCTION)

10 YR. HGL

C7-C8 PROFILE

C8

+4

9.8 1=

EN

D

SE

CT

IO

N

(18 ''-D

R3

IN

V.

OU

T=

9.9

3 ( C7

-18

39.81' - 18"

RCP CL III

@ 0.50%

PR. GRADE

EX. GRADE

+1

0=

EN

D

SE

CT

IO

N (18

''-D R3

IN

V.

IN

=4

.73 (C

8-1 8")

C7

9' RIP-RAP

HW ELEV=

451.71TW ELEV=

450.93

GRAPHICAL SCALE: 1"=50'

50 25 0 50 100 150

VERTICAL SCALE: 1"=5'

0 2.5 5 10 15

CU202

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building NumberBID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

Fil e P ath : G

:\P

RO

JE

CT

\S

BU

\50

-0

1 N

CA

A

LA

BA

MA

\E

NG

IN

\P

LA

NS

\C U2

.D

W G

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

CDW 163RJP

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

STORM SEWER PROFILES-BASE BID

STORM 31 TO 31A PROFILE

+0

3.1 7=

DR

OP

IN

LE

T (

TY

PE

P1

)-A

DJ

US

T I

NL

ET

TO

N

EW

G

RA

DE

IN

V.

OU

T=

7.7

5 ( -15

203.17' - 15" RCP CL III

@ 0.50%

PR. GRADE

EX. GRADE

TO

P=

0.2

31A

TO BE CONSTRUCTED IN BASE BID

SEE CU202

0.85' CONCRETE RISER

TO BE REMOVED AND

INLET TO BE SET TO

NEW GRADE

COLUMBARIUM

GRADING

GRAPHICAL SCALE: 1"=50'

50 25 0 50 100 150

VERTICAL SCALE: 1"=5'

0 2.5 5 10 15

CU203

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building NumberBID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

Fil e P ath : G

:\P

RO

JE

CT

\S

BU

\50

-0

1 N

CA

A

LA

BA

MA

\E

NG

IN

\P

LA

NS

\C U2

.D

W G

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

CDW 163RJP

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

STORM SEWER PROFILES-BID

OPTION 1

CULVERT 3-4 PROFILE

14' RIP-RAP

112.00' - 42" RCP CL III

@ 1.90%

C3

+0

0=

HE

AD

WA

LL

IN

V.

IN

=4

.69 (C

4-4 2")

+1

2=

HE

AD

WA

LL

IN

V.

OU

T=

2.8 2 (

C3 -42

+7

9=

" S

TO

RM

SE

WE

R

X-

IN

G

IN

V.=

2.4

PR. GRADE

EX. GRADE

STREAM 1

C4

HW ELEV=

467.34

TW ELEV=

463.49

CULVERT 5-6 PROFILE

8' RIP-RAP

127.00' - 15"

RCP CL III

@ 3.00%

C6C5

+0

0=

EN

D

SE

CT

IO

N

IN

V.

IN

=4

.35 (C

6-1 5")

+2

7=

EN

D

SE

CT

IO

N

IN

V.

OU

T=

4.1 6 (

C5 -15

COMPACTED STRUCTURAL

FILL PER GEOTECH REPORT

+8

5=

" S

TO

RM

SE

WE

R

X-

IN

G

IN

V.=

1.5

PR. GRADE

EX. GRADE

STREAM 2

STREAM 2 TW ELEV=

461.35

HW ELEV=

465.95

STORM 12-18 PROFILE

65.92' - 15" RCP CL III

@ 0.89%

91.77' - 15" RCP CL III

@ 1.66%

28.50' - 15" RCP CL III

@ 0.50%185.12' - 15" RCP CL III

@ 2.28%

183.44' - 15" RCP CL III

@ 0.57%

28.50' - 15" RCP CL III

@ 0.50%

TO

P=

2.4

TO

P=

1.6

TO

P=

0.1

TO

P=

0.1

TO

P=

7.2

TO

P=

4.4

TO

P=

4.4

+9

7=

" S

TO

RM

SE

WE

R

X-

IN

G

IN

V.=

2.8

+4

4=

" S

TO

RM

SE

WE

R

X-

IN

G

IN

V.=

2.1

+8

4.2 6=

1 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

8.5

1 (

-15

+1

8.3 4=

MA

NH

OL

E

IN

V.

OU

T=

7.8

2 (

-15

IN

V.

IN

=4

.92

(1 8-1

5")

+2

6.5 7=

1 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

6.2

0 (

-15

IN

V.

IN

=4

.30

(1 7-1

5")

+9

8.0 7=

1 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

5.9

6 (

-15

IN

V.

IN

=4

.06

(1 6-1

5")

+1

2.9 4=

1 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

1.6

5 (

-15

IN

V.

IN

=4

.75

(1 5-1

5")

+2

9.5 0=

1 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

OU

T=

0.5

1 (

-15

IN

V.

IN

=4

.61

(1 4-1

5")

+0

1= 1 W

IN

G

CU

RB

IN

LE

T (

TY

PE

S1

IN

V.

IN

=4

.37 (1

3-1 5")

PR. GRADE

EX. GRADE

2'

COVER

1.9'

COVER

COMPACTED STRUCTURAL

PER GEOTECH REPORT

COMPACTED STRUCTURAL

PER GEOTECH REPORT

GRAPHICAL SCALE: 1"=50'

50 25 0 50 100 150

VERTICAL SCALE: 1"=5'

0 2.5 5 10 15

CU204

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building NumberBID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

Fil e P ath : G

:\P

RO

JE

CT

\S

BU

\50

-0

1 N

CA

A

LA

BA

MA

\E

NG

IN

\P

LA

NS

\C U2

.D

W G

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

CDW 163RJP

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

STORM SEWER PROFILES-BID

OPTION 3

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building NumberBID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

Fil e P ath : G

:\P

RO

JE

CT

\S

BU

\50

-0

1 N

CA

A

LA

BA

MA

\E

NG

IN

\P

LA

NS

\C U2

.D

W G

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

CDW 163RJP

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456 NOT FOR

CONSTRUCTION

STORM SEWER

COMPUTATIONS-BASE BID

NOTES:

1. STONE QUALITY FOR RIP-RAP SHALL CONSIST OF FIELDSTONE OR ROUGH UNHEWN QUARRY STONE. THE STONE SHALL BE HARD, OF AN ANGULAR END AND OF

A QUALITY THAT WILL NOT DISINTEGRATE ON EXPOSURE TO WATER OR WEATHERING. RECYCLED CONCRETE MAY BE USED PROVIDED IT HAS A DENSITY OF AT LEAST 150 POUNDS PER CUBIC FOOT AND DOES NOT HAVE ANY EXPOSED STEEL OR REINFORCING BARS.

2. IN ALL CASES, FILTER FABRIC SHALL BE PLACED BETWEEN THE RIP-RAP AND THE UNDERLYING SOIL TO PROTECT SOIL MOVEMENT INTO, THROUGH, AND UNDERNEATH THE RIP-RAP.