NCOTA_Phase_III_Development_-_935PC2006_-_Package_B_Bid_Documents_-_Part_2_Page_18-46.pdf

BRIDGE ELEVATION

(LOOKING BACK STA. MORGAN ROAD)

0'

3/16" = 1'-0"

16'-0

F.F. NORTH

ABUTMENT

4'-0" 8'-0

F.F. SOUTH

ABUTMENT

EL. VARIES

(1158.63 MIN. TO

1161.48 MAX.)

EL. VARIES

(1159.41 MIN. TO

1162.47 MAX.)

BD100

GENERAL PLAN, ELEVATION

AND TYPICAL SECTION

CWS/MDH SJT/JAW 19

0' 1' 2' 4'

"=1'-0"

8'

INDEX OF DRAWINGS

DRAWING

NO.

DESCRIPTION

BD100

GENERAL PLAN, ELEVATION AND TYPICAL SECTION

BD001 GENERAL NOTES

BD101 STAKE-OUT PLAN

BD102 FOUNDATION PLAN AND CAISSON LAYOUT

BD201 BRIDGE PLAN

BD202 BRIDGE ELEVATIONS

BD501 MISCELLANEOUS DETAILS - 1

BD502 MISCELLANEOUS DETAILS - 2

BD503 MISCELLANEOUS DETAILS - 3

BD504 FOUNDATION DETAILS

BD505

PADOT DWG. #86-353 PE (CHANGE #2) - 1

BD506

PADOT DWG. #86-353 PE (CHANGE #2) - 2

BD507

PADOT DWG. #86-353 PE (CHANGE #2) - 3

BD508

PADOT DWG. #86-353 PE (CHANGE #2) - 4

BD509

PADOT DWG. #86-353 PE (CHANGE #2) - 5

BD510

PADOT DWG. #86-353 PE (CHANGE #2) - 6

BD511 PENNDOT STD DWG. BC-703M

BD512 PENNDOT STD DWG. BC-734M & BC-735M

BD513 PENNDOT STD DWG. BC-736M

BD514 PENNDOT STD DWG. BC-751M - 1

BD515 PENNDOT STD DWG. BC-751M - 2

BD516 PENNDOT STD DWG. BC-788M - 1

BD517 PENNDOT STD DWG. BC-788M - 2

BD518 PENNDOT STD DWG. BC-788M - 3

BD519 PENNDOT STD DWG. BC-798M

BD520 PENNDOT STD DWG. RC-11M & RC-12M

0' 10' 20' 40'

TYPICAL SECTION

PLAN

:1

:1

PAVING SECTION

AND SUBGRADE

(ROADWAY ITEM)

1"=10'-0"

PROFILE GRADE

2.0% 2.0%

℄ NEW CEMETERY

ROAD AND CONS.

2'-7"

SHOULDER

11'-0"

LANE

11'-0"

LANE

2'-7"

SHOULDER

1'-7" BARRIER

TYPICAL VERTICAL WALL BARRIER

1'-0"

PRECAST

HEADWALL

1'-0"

PRECAST

HEADWALL

CAST IN PLACE

CONCRETE PEDESTAL WALL

PRECAST

CONCRETE ARCH

℄ MORGAN ROAD (T-781)

SURVEY & CONSTR

AND MID-SPAN BRIDGE

BFE 1153.50

GRADE POINT

BFE 1154.50

30'-0"30'-0"

60'-0" CLEAR SPAN

STA. 15+28.44STA. 15+88.44

GUIDERAIL

(ROADWAY ITEM)

BARRIER TRANSITION

14'-6" REQUIRED VERT. CLR.

15'-10" PROVIDED

L A

N E

L A

N E

S H

O U

L D

E R

S H

O U

L D

E R

S T

A

A

H D

STA. AHD.

VERTICAL GEOMETRY

HP STA. = 15+60.73

HP EL. = 1180.29

PVI STA. = 15+60.73

PVI EL. = 1181.16'

A = -7.00

K = 14.28

100.00' VC

P V

C

P V

C

E

L

P V

T

P V

T

E

L

1'-7"

BARRIER

F.F. SOUTH

ARCH (AT BASE)

F.F. NORTH

ARCH (AT BASE)

F.F. SOUTH

ABUTMENT

F.F. NORTH

ABUTMENT

WINGWALL C

WINGWALL B

WINGWALL D

WINGWALL A

TEMPORARY EXCAVATION SUPPORT

AND PROTECTION SYSTEM (TYP)

ECTE (SEE DWG. BD504)

NOTES:

1. THE PROPOSED CONTOUR AND RE-ALIGNED MORGAN ROAD INFORMATION

SHOWN HEREIN IS TAKEN FROM THE PENNSYLVANIA TURNPIKE COMMISSION'S

SOUTHERN BELTWAY PROJECT AND IS ASSUMED TO BE THE AS-CONSTRUCTED

CONFIGURATION FOR THE PROPOSED STRUCTURE.

2. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHIC

INFORMATION WAS COMPILED BY PHOTOGRAMMETRIC METHODS FROM AERIAL

PHOTOGRAPHY DATED AUGUST 1, 2017 PREPARED BY QUANTUM SPATIAL.

3. FOR BARRIER TRANSITION NOTES, DIMENSIONS, AND DETAILS NOT SHOW, SEE

PENNDOT STD. DRAWING BC-703M.

(AT ℄ BRIDGE)

(AT ℄ PROPOSED NEW CEMETERY ROAD)

36'-0"

AESTHETIC SURFACE

TREATMENT (TYP.)

(FOR ADDITIONAL DETAILING AND NOTATION, SEE ROADWAY PLANS)

(PROPOSED VEGETATION NOT SHOWN FOR CLARITY, SEE LANDSCAPING PLAN)

EDGE OF

ROADWAY

℄ NEW

CEMETERY ROAD

AND CONS.

17'-6" MIN. CLR.

MOMENT SLAB

(TYP)

BARRIER

GROUND SURFACE

(BY SOUTHERN BELTWAY PROJECT, TYP.)

EXISTING GROUND

SURFACE (TYP.)

PROPOSED GROUND

SURFACE (TYP)

POINT OF

MINIMAL

VERTICAL

CLEARANCE

0°33'04"

POC STA. 15+58.44 CEMETERY ROAD & CONS.

POT STA. 93+76.00 MORGAN ROAD & CONS.

℄ MORGAN ROAD

(T-781)

B

A R

R I E

R

T

Y P

GUIDERAIL (TYP.)

(ROADWAY ITEM)

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 10

WASHINGTON COUNTY, PENNSYLVANIA

935PC2006

MAY 25, 2018

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 46

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

NATIONAL CEMETERY

OF THE ALLEGHENIES

PHASE III DEVELOPMENT

PACKAGE "B"

The LA Group

(518) 587-8100

Kovach Design Solutions LLC.

(717) 491-1806

Davidson Brown, Inc.

(757) 369-8403 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

Modjeski and Masters, Inc.

(717) 790-9565

The Onyx Group

(703) 548-6699

ECS Mid Atlantic LLC.

(412) 260-1470

GIS, Inc.

(205) 941-0442

AutoCAD SHX Text 15+00

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AutoCAD SHX Text File: P:\3768\CADD\Structural\BD100_GP&E

AutoCAD SHX Text

NORTH

L a s t

S a v e d

P

M b y

A

L S

T U

M

P l o t t e d

P

M b y

S

T U

M

A

M E

L I A

F i l e

P

C

A D

D S t r u c t u r a l B

D

G

E N

E R

A L

N

O T

E S

BD001

GENERAL NOTES

SJT / CWS SJT / ALS 20

GENERAL NOTES

DESIGN SPECIFICATIONS:

1. AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 7TH EDITION, 2015,

AND AS SUPPLEMENTED BY PADOT DESIGN MANUAL PART 4, APRIL

2015.

2. LIVE LOAD DISTRIBUTION IS BASED UPON PADOT DM-4 DISTRIBUTION.

3. DESIGN IS IN ACCORDANCE WITH THE LRFD METHOD.

4. PRECAST ARCH DESIGN METHODOLOGY IS PER PADOT DWG

#86-353 PE (CHANGE #2)

DESIGN LIVE LOADS:

1. BRIDGE UNITS: PHL-93

2. HEADWALLS: EARTH PRESSURE + LIVE LOAD SURCHARGE

3. WINGWALLS: EARTH PRESSURE + LIVE LOAD SURCHARGE

DEAD LOADS:

1. DESIGN FILL HEIGHT: 2'-6" MIN. TO 3'-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 RE./COR.

2. ONLY CONTECH ENGINEERED SOLUTIONS LLC, THE CON/SPAN®

APPROVED PRECASTER IN PENNSYLVANIA 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. THE CONTRACTOR IS RESPONSIBLE FOR

THE DESIGN OF ANY ALTERNATE STRUCTURE OR IF A PRECASTER

OTHER THEN CONTECH ENGINEERED SOLUTIONS IS UTILIZED.

4. ALTERNATE STRUCTURES MAY BE CONSIDERED, THE FOLLOWING

CONDITIONS APPLY:

-PROPOSED ALTERNATE STRUCTURE DESIGN SHALL NOT

REDUCE THE CLEARANCE ENVELOPE OF THE STRUCTURE AS

SHOWN ON THE DRAWINGS.

-PROPOSED ALTERNATE STRUCTURE SHALL PROVIDE THE SAME

OR LARGER SPAN AND RISE AS THE AS-DESIGNED STRUCTURE.

-PROPOSED ALTERNATE STRUCTURE MUST BE LISTED IN

PADOT'S “APPROVED BRIDGE AND STRUCTURE

PRODUCTS” LIST.

-MANUFACTURER OF PROPOSED ALTERNATE STRUCTURE

MUST BE LISTED IN PADOT BULLETIN 15, SECTION MISC:

MISC PRECAST CONCRETE PRODUCTS, AND APPROVED BY

PADOT TO PROVIDE THE SPECIFIC PROPOSED ALTERNATE

STRUCTURE.

-SUPPLIER OF PROPOSED ALTERNATE STRUCTURE MUST

ATTEND THE PRE-BID MEETING, IF ONE IS HELD.

5. SUPPLIER OF PROPOSED ALTERNATE STRUCTURE MUST PROVIDE THE

FOLLOWING SUBMITTAL INFORMATION A MINIMUM OF 2 WEEKS PRIOR

TO THE BID DATE FOR REVIEW BY THE RE./COR.:

-STRUCTURAL DESIGN CALCULATIONS AND A COMPLETE SET

OF SHOP DRAWINGS FOR PRECAST CONCRETE ARCHES,

HEADWALLS, AND WINGWALLS, SIGNED AND SEALED BY A

PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF

PENNSYLVANIA, DIRECTLY EMPLOYED BY THE PROPOSED

ALTERNATE STRUCTURE SUPPLIER.

-STRUCTURAL DESIGN CALCULATIONS AND CONSTRUCTION

DRAWINGS FOR PROPOSED ALTERNATE STRUCTURE

FOUNDATION, SIGNED AND SEALED BY A PROFESSIONAL

ENGINEER REGISTERED IN THE STATE OF PENNSYLVANIA,

DIRECTLY EMPLOYED BY THE PROPOSED ALTERNATE

STRUCTURE SUPPLIER.

-TWO (2) INDEPENDENTLY VERIFIED FULL SCALE LOAD TESTS

THAT CONFIRM THE PROPOSED DESIGN METHODOLOGY OF

THE PROPOSED ALTERNATE STRUCTURE.

-THE NAMES, P.E. LICENSES NUMBERS, AND DATES OF HIRE

OF A MINIMUM OF TWO (2) REGISTERED PROFESSIONAL

ENGINEERS, DIRECTLY EMPLOYED BY THE PROPOSED

ALTERNATE STRUCTURE SUPPLIER, THAT ARE DEDICATED TO

THE DESIGN OF THESE TYPES OF STRUCTURES.

-THE PROJECT NAME, PROJECT LOCATION, AND DATE OF

INSTALLATION OF A MINIMUM OF (10) STRUCTURES

WITH 48'-0” OR LARGER CLEAR SPAN, SUPPLIED BY THE

PROPOSED ALTERNATE STRUCTURE SUPPLER, THAT ARE

CURRENTLY IN USE IN PADOT ROADWAY APPLICATIONS.

6. THE ESTIMATED SERVICE LIMIT STATE HORIZONTAL DEFLECTION AT

THE TOP OF THE DRILLED CAISSON IS 0.6 INCHES. THE ARCH

PRECASTER SHALL COORDINATE WITH THE FOUNDATION DESIGNER

PRIOR TO THE DESIGN OF THE PRECAST ARCH.

7. THE PEDESTAL WALL DESIGN IS THE RESPONSIBILITY OF THE ARCH

PRECASTER. COORDINATE WITH THE FOUNDATION DESIGNER PRIOR

TO DESIGN OF THE PEDESTAL WALL.

GENERAL CON'T:

7. PROVIDE GRADE 60 REINFORCING STEEL BARS THAT MEET THE

REQUIREMENTS OF ASTM A 615/A 615M, A-996/A 996M OR 706M.

DO NOT WELD GRADE 60 REINFORCING STEEL BARS UNLESS

SPECIFIED. DO NOT USE RAIL STEEL A 996/A 996M

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. DO NOT EXCEED A 2 FT. DIFFERENCE IN FILL ELEVATION ON

THE NORTH SIDE VS. THE SOUTH SIDE OF THE ABUTMENTS AND

PRECAST ARCH DURING PLACEMENT OF THE BACKFILL. 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

PADOT DM-4, 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

RE./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 PADOT BC-788M

STANDARD DRAWINGS.

18. PRECAST ARCH SUPPLIER ASSUMES FULL RESPONSIBILITY FOR

ACQUIRING A HAULING PERMIT FOR THE PRECAST COMPONENTS.

19. PRECAST ARCH COMPONENTS, HEADWALLS AND WINGWALLS TO

BE DESIGNED BY THE SUPPLIER. SUBMIT DESIGN CALCULATIONS

AND SHOP DRAWINGS, SIGNED AND SEALED BY AN ENGINEER

REGISTERED IN THE COMMONWEALTH OF PENNSYLVANIA, TO THE

RE./COR. FOR APPROVAL BEFORE BEGINNING FABRICATION.

20. PROVIDE MINIMUM OF ONE WEEP HOLE AT EVERY OTHER

SEGMENT IN ACCORDANCE WITH BC-751M AND AS SHOWN ON

SHEET 6 OF 7. WEEP HOLE SPACING NOT TO EXCEED 15'-0".

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

RATINGS.

UTILITY NOTES:

1. COORDINATE, LOCATE AND CONDUCT ALL WORK RELATED TO

PUBLIC AND PRIVATE UTILITIES IN ACCORDANCE WITH PADOT

PUBLICATION 408/2016, SECTIONS 105.06 AND 107.12.

FOUNDATION NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF ALL

EXCAVATED SLOPES. DIRECT ALL SURFACE RUNOFF AWAY FROM

THE EXCAVATION USING CURBING OR A BARRIER ALONG THE TOP

OF THE SLOPE. IF REQUIRED, COVER THE EXCAVATED SLOPES

WITH PLASTIC TO PROTECT AGAINST INFILTRATION.

2. DESIGN TEMPORARY CUT OF FILL SLOPES TO HAVE A MINIMUM

FACTOR OF SAFETY OF 1.3 AGAINST FAILURE. ENSURE THAT ALL

CUT AND FILL CONSTRUCTION IS IN ACCORDANCE WITH THE

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

EXCAVATION AND TRENCHING STANDARDS. ENLIST A REGISTERED

PROFESSIONAL ENGINEER TO PERFORM A SLOPE STABILITY

ANALYSIS WHEN REQUIRED BY OSHA.

3. DO NOT CONSTRUCT ANY PORTION OF AN EMBANKMENT UNTIL THE

TOE BENCH CONSTRUCTION FOR THAT EMBACKMENT IS

COMPLETE.

4. CONSTRUCT THE EMBANKMENTS TO FINAL GRADE ELEVATION AND

MONITOR THE EMBANKMENTS FOR SETTLEMENT.

5. CAISSON AND CAISSON CAP EXCAVATIONS ARE TO BE INSPECTED

AND APPROVED BY THE RE./COR.

6. BLASTING IS NOT PERMITTED TO EXCAVATE ROCK FOR THE

CAISSON AND CAISSON CAP, CUT BEDROCK NEATLY AROUND THE

EDGES AND PLACE CONCRETE AGAINST THE VERTICAL FACE OF

ROCK.

7. PROVIDE SUFFICIENT DEWATERING SO THE EXCAVATIONS ARE

DRY ENOUGH TO BE INSPECTED BY THE DISTRICT RE./COR.

8. PROVIDE DEWATERING PRIOR TO PLACING CONCRETE. WHERE

DEWATERING CANNOT BE ACCOMPLISHED, PLACE CONCRETE

USING THE TREMIE METHOD.

9. TEMPORARY EXCAVATION SUPPORT MAY BE REQUIRED FOR

CONSTRUCTION OF THE SUBSTRUCTURE UNITS. USE THE

GEOTECHNICAL PARAMETERS PROVIDED IN THE SPECIAL

PROVISION TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM FOR THE DESIGN OF THESE TEMPORARY STRUCTURES.

10. COAL AND ANY OTHER UNSUITABLE MATERIAL, INCLUDING

MATERIAL CONTAINING PYRITES, EXCAVATED FROM THE DRILLED

SHAFTS SHOULD BE DISPOSED OF OFF-SITE.

11. CORE BORING SAMPLES ARE AVAILABLE FOR THIS PROJECT AND

WILL BE DISPLAYED UPON REQUEST.

LIST OF ABBREVIATIONS

AHD. - AHEAD

ALT. - ALTERNATE

BFE. - BOTTOM OF FOOTING (CAISSON CAP) ELEVATION

BL. - BASELINE

CL. - CENTERLINE

CLR. - CLEARANCE

CONS. - CONSTRUCTION

DIA. - DIAMETER

DWG. - DRAWING

ECTE. - ESTIMATED CAISSON TIP ELEVATION

EL. - ELEVATION

EXP. - EXPANSION

F.F. - FRONT FACE

GALV. - GALVANIZED

LT. - LEFT

MAX. - MAXIMUM

O.C. - ON CENTER

PG. - PROFILE GRADE

PL. - PLATE

RF. - REAR FACE

RE./COR.- RESIDENT ENGINEER/CONTRACTING OFFICAL'S REPRESENTATIVE

RT. - RIGHT

SPA. - SPACE OR SPACING

STA. - STATION

STD. - STANDARD

TYP. - TYPICAL

VERT. - VERTICAL

WP. - WORK POINT

GENERAL:

1. PROVIDE MATERIALS AND PERFORM WORK IN ACCORDANCE WITH

SPECIFICATIONS, PADOT PUBLICATION 408/2016 AND THE CONTRACT

SPECIAL PROVISIONS.

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

NOTED.

3. USE CLASS A CEMENT CONCRETE IN PEDESTAL WALLS, CAISSON CAPS

AND CAISSONS WITH A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF

5000 PSI.

4. USE CLASS AA CEMENT CONCRETE IN THE MOMENT SLABS AND BARRIERS

WITH A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3,500 PSI.

5. USE EPOXY COATED REINFORCEMENT FOR PRECAST SECTIONS

AND ALL CAST IN PLACE CONCRETE.

6. A HIGHER CLASS CONCRETE MAY BE SUBSTITUTED FOR A LOWER

CLASS CONCRETE AT NO ADDITIONAL COST IF APPROVED.

DRILLED CAISSON NOTES:

1. USE TEMPORARY CASING METHOD.

2. USE CROSSHOLE SONIC LOGGING (CSL) AS DIRECTED BY THE

RE./COR. TO VERIFY THE INTEGRITY OF THE CAISSON AFTER

COMPLETION OF THE CONCRETE POUR.

3. BOTTOM OF CAISSON ELEVATIONS SHOWN ON THE PLANS ARE

BASED UPON THE FINDINGS OF THE GEOTECHNICAL INVESTIGATION.

FINAL ELEVATIONS MAY VARY PENDING ACTUAL CONDITIONS

ENCOUNTERED, AS DIRECTED BY THE RE./COR.

4. UTILIZE A MINIMUM 4.5 FOOT DIAMETER SOIL SHAFT AND 4.0 FOOT

DIAMETER ROCK SOCKET FOR ALL DRILLED CAISSONS.

5. PERFORM A MINIMUM OF ONE (1) TECHNIQUE DRILLED CAISSON FOR

THE STRUCTURE WITHIN 100 FEET OF THE STRUCTURE IN

ACCORDANCE WITH THE SPECIAL PROVISIONS. THE CONTRACTOR IS

TO SELECT THE FINAL LOCATION WITH CONCURRENCE FROM THE

RE./COR. IF CHANGES IN EQUIPMENT, PERSONNEL, AND/OR

PROCEDURES ARE REQUIRED TO ADDRESS THE PERFORMANCE OF

THE DRILLED CAISSONS ALONG THE LENGTH OF THE STRUCTURE,

THEN PERFORM AN ADDITIONAL TECHNIQUE DRILLED CAISSON AT

NO ADDITIONAL COST TO THE OWNER PRIOR TO CONTINUING

PRODUCTION DRILLED CAISSONS.

6. SEE SPECIAL PROVISIONS FOR ADDITIONAL CAISSON

REQUIREMENTS.

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 10

WASHINGTON COUNTY, PENNSYLVANIA

935PC2006

MAY 25, 2018

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 46

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

NATIONAL CEMETERY

OF THE ALLEGHENIES

PHASE III DEVELOPMENT

PACKAGE "B"

The LA Group

(518) 587-8100

Kovach Design Solutions LLC.

(717) 491-1806

Davidson Brown, Inc.

(757) 369-8403 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

Modjeski and Masters, Inc.

(717) 790-9565

The Onyx Group

(703) 548-6699

ECS Mid Atlantic LLC.

(412) 260-1470

GIS, Inc.

(205) 941-0442

℄ MORGAN ROAD

(T-781)

℄ NEW CEMETERY ROAD

AND CONS.

℄ PRECAST ARCH BRIDGE

L a s t

S a v e d

A

M b y

A

L S

T U

M

P l o t t e d

P

M b y

S

T U

M

A

M E

L

F i l

C

A D

D S t r u c t u r a l B

D

S

T A

K E

O

U

A

N

BD101

STAKE-OUT PLAN

SJT / CWS ALS / JAW 21

STAKE-OUT PLAN

W.P. 6

F.F. WINGWALL B

F.F.

HEADWALL

30'-0" 30'-0"

F.F.

HEADWALL

F.F. WINGWALL A

F.F. WINGWALL C

F.F. WINGWALL D

W.P. 5

W.P. 7

W.P. 4

W.P. 3

W.P. 2

W.P. 1

W.P. 14

W.P. 12

W.P. 13

W.P. 11

W.P. 9

W.P. 10

W.P. 8

F.F. SOUTH

ARCH (AT BASE)

STA. 15+88.44

F.F. NORTH

ARCH (AT BASE)

STA. 15+28.44

90°0'0" (TYP)

0' 1' 2' 4'

"=1'-0"

8'

0°33'04"

COORDINATE TABLE

CONSTRUCTION & SURVEY BASELINE NEW CEMETERY ROAD

WORK POINT STATION

OFFSET (FT)

NORTHING EASTING DESCRIPTION

1 16+09.6528 39.6250 LT. 366533.0818 1297310.6331 END OF WINGWALL A AT F.F.

2 15+88.4395 18.4167 LT. 366562.7347 1297306.0826 END OF WINGWALL A AT F.F.

3 15+88.4395 18.0000 LT. 366562.9798 1297305.7486 F.F. OF ARCH AT F.F. SOUTH ARCH

4 15+88.4395 0 366573.6298 1297291.2374

CONS. NEW CEMETERY ROAD AT F.F. SOUTH ARCH

5 15+88.4395 18.0000 RT. 366584.2799 1297276.7261 F.F. OF ARCH AT F.F. SOUTH ARCH

6 15+88.4395 18.4167 RT. 366584.5273 1297276.3890 END OF WINGWALL B AT F.F.

7 16+06.1172 36.0938 RT. 366580.7353 1297251.6782 END OF WINGWALL B AT F.F.

8 15+10.7619 36.0938 RT. 366657.6089 1297308.0970 END OF WINGWALL C AT F.F.

9 15+28.4395 18.4167 RT. 366632.8982 1297311.8891 END OF WINGWALL C AT F.F.

10 15+28.4395 18.0000 RT. 366632.6507 1297312.2263 F.F. OF ARCH AT F.F. NORTH ARCH

11 15+28.4395 0 366622.0007 1297326.7375

CONS. NEW CEMETERY ROAD AT F.F. NORTH ARCH

12 15+28.4395 18.0000 LT. 366611.3507 1297341.2488 F.F. OF ARCH AT F.F. NORTH ARCH

13 15+28.4395 18.4167 LT. 366611.1056 1297341.5827 END OF WINGWALL D AT F.F.

14 15+10.7619 36.0938 LT. 366614.8976 1297366.2934 END OF WINGWALL D AT F.F.

FOUR PLACE COORDINATES ARE FOR COMPUTATIONAL PURPOSES ONLY

AND DO NOT IMPLY A PRECISION BEYOND TWO DECIMAL POINTS.

HORIZONTAL DATUM IS REFERENCED TO NAD 1983

VERTICAL DATUM IS REFERENCED TO NGVD 1929

(TO TANGENT)

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 10

WASHINGTON COUNTY, PENNSYLVANIA

935PC2006

MAY 25, 2018

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 46

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

NATIONAL CEMETERY

OF THE ALLEGHENIES

PHASE III DEVELOPMENT

PACKAGE "B"

The LA Group

(518) 587-8100

Kovach Design Solutions LLC.

(717) 491-1806

Davidson Brown, Inc.

(757) 369-8403 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

Modjeski and Masters, Inc.

(717) 790-9565

The Onyx Group

(703) 548-6699

ECS Mid Atlantic LLC.

(412) 260-1470

GIS, Inc.

(205) 941-0442

PRECAST ARCH

STRUCTURE LIMITS

℄ MORGAN ROAD

(T-781)

59'-6" FACE OF PEDESTALS

29'-9" 29'-9"

℄ NEW CEMETERY ROAD

AND CONS.

CAISSON

OUTLINE

(TYP.)

PRECAST ARCH

STRUCTURE LIMITS

PRECAST ARCH

STRUCTURE LIMITS

PRECAST ARCH

STRUCTURE LIMITS

S

3 4

3 4

4'-2

S

S

4'-2

S

S

4'-2

4'-2

℄ BRIDGE

" 4

7'-0" CAISSON

CAP (TYP)

L a s t

S a v e d

P

M b y

A

L S

T U

M

P l o t t e d

P

M b y

S

T U

M

A

M E

L

F i l

C

A D

D S t r u c t u r a l B

D

F

O U

N D

A T

I O

N

P

L A

N

A

N D

I S

S O

N

L A

Y O

U T

BD102

FOUNDATION PLAN AND

CAISSON LAYOUT

SJT / CWS ALS / JAW 04

0' 1' 2' 4'

"=1'-0"

8'

FOUNDATION PLAN AND CAISSON LAYOUT

PEDESTAL WALL

OUTLINE

PEDESTAL WALL

OUTLINE

W.P. 4

W.P. 3

W.P. 2

W.P. 5

W.P. 6

W.P. 1

W.P. 7

W.P. 11

W.P. 12

W.P. 13

W.P. 10

W.P. 9

W.P. 14

W.P. 8

F.F. SOUTH

ABUTMENT

STA. 15+88.19

F.F.

WINGWALL A

F.F.

WINGWALL B

F.F.

WINGWALL C

F.F.

WINGWALL D

F.F. NORTH

ABUTMENT

STA. 15+28.69

0°33'04"

(TO TANGENT)

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 10

WASHINGTON COUNTY, PENNSYLVANIA

935PC2006

MAY 25, 2018

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 46

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

NATIONAL CEMETERY

OF THE ALLEGHENIES

PHASE III DEVELOPMENT

PACKAGE "B"

The LA Group

(518) 587-8100

Kovach Design Solutions LLC.

(717) 491-1806

Davidson Brown, Inc.

(757) 369-8403 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

Modjeski and Masters, Inc.

(717) 790-9565

The Onyx Group

(703) 548-6699

ECS Mid Atlantic LLC.

(412) 260-1470

GIS, Inc.

(205) 941-0442

DETAIL

S

P A

N x

R

I S

E x

L O

N G

P R

E C

A S

T

C

O N

C R

E T

E

B

R I D

G E

I T

S

P L U

J O

I N

P

R

I N

T

BD502

COVER ALL CORNERS WITH

2'-0" WIDE STRIP OF FILTER FABRIC

COVER ALL WINGWALL JOINTS WITH

2'-0" WIDE STRIP OF FILTER FABRIC

4" DIA. PERFORATED

BACKFILL DRAIN (TYP.)

10'-0" (TYP.)

℄J O

I

N

T

30'-0" 30'-0"

W

I

N

G

W

A

W

I

N

G

W

A

W

I

N

G

W

A

W

I

N

G

W

A

B

D

E T

A C

H E

D

H E

A D

W A

L L

D

E T

A C

H E

D

H E

A D

W A

L L

10'-0" (TYP.)

D

E T

A C

H E

D

H E

A D

W A

L L

D

E T

A C

H E

D

H E

A D

W A

L L

D

E T

A C

H E

D

H E

A D

W A

L L

D

E T

A C

H E

D

H E

A D

W A

L L

11'-6" (TYP.)

T

Y

Y

T

Y

Y

T

Y

P

T

Y

Y

T

Y

T

Y

T

Y

Y

Y

Y

Y

Y

Y

Y

Y

Y

Y

Y

Y

BD501

F.F. NORTH

ABUTMENT

STA. 15+28.69

F.F. SOUTH

ABUTMENT

STA. 15+88.19

DETAIL

BD502

J

O

I

N

T

J

O

I

N

T

℄J O

I

N

T

DETAIL

BD502

℄J O

I

N

T

J

O

I

N

T

C

B D

B

B

D

℄ MORGAN ROAD

(T-781)

℄ NEW CEMETERY ROAD

AND CONS.

℄ BRIDGE

SEE DWG. BD501 FOR

ANCHOR TYPE TABLE

PRECAST ARCH

STRUCTURE

PRECAST ARCH

STRUCTURE

PRECAST ARCH

STRUCTURE

PRECAST ARCH

STRUCTURE

F

C

T

I

O

N

T

W

N

G

W

A

L

L

T

Y

P

L a s t

S a v e d

A

M b y

A

L S

T U

M

P l o t t e d

P

M b y

S

T U

M

A

M E

L

F i l

C

A D

D S t r u c t u r a l B

D

B

R I D

A

N

BD201

BRIDGE PLAN

SJT / CWS ALS / JAW 23

0' 1' 2' 4'

"=1'-0"

8'

BRIDGE PLAN

0°33'04"

(TO TANGENT)

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 10

WASHINGTON COUNTY, PENNSYLVANIA

935PC2006

MAY 25, 2018

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 46

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

NATIONAL CEMETERY

OF THE ALLEGHENIES

PHASE III DEVELOPMENT

PACKAGE "B"

The LA Group

(518) 587-8100

Kovach Design Solutions LLC.

(717) 491-1806

Davidson Brown, Inc.

(757) 369-8403 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

Modjeski and Masters, Inc.

(717) 790-9565

The Onyx Group

(703) 548-6699

ECS Mid Atlantic LLC.

(412) 260-1470

GIS, Inc.

(205) 941-0442

15'-0"

℄WINGWALL CONNECTION

PLATES (P-1) (TYP.)

0 2' 4' 8'

EAST END ELEVATION

60'-0" CLEAR SPAN

W I N

G W

A L L

A

W I N

G W

A L L

D

G

R O

U T

G

R O

U T

15'-11" 15'-11"

TOP OF HEADWALL

EL. 1180.28

TOP OF PEDESTAL

EL. 1163.53

15'-0"15'-0" 15'-0"15'-0"

C TIMBER POST OR

STEEL SHORE (TYP.)

L

GRILLAGE

TEMPORARY

SHORING (TYP.)

SEE POST CONNECTION

DETAIL ON DRAWING BD502

FORMLINER (SEE SPECIAL PROVISIONS)

2" MAX. RELIEF FRONT FACE ONLY (TYP.)

R

D

E

R

T

Y

P

TOP OF

MORGAN ROAD

EL. 1155.82

B

O R

D E

R

T

Y P

TOP OF WINGWALL

EL. 1168.00

TOP OF WINGWALL

EL. 1179.74

TOP OF HEADWALL

EL. 1179.99

TOP OF HEADWALL

EL. 1179.89

TOP OF WINGWALL

EL. 1179.64

TOP OF WINGWALL

EL. 1171.00

62'-0" DETACHED HEADWALL

" JOINT

(TYP.)

15'-0"

SEE TYPICAL HEADWALL JOINT

DETAIL DRAWING BD502

F.F. SOUTH ABUTMENT

STA. 15+88.19

EL. 1158.63

F.F. NORTH ABUTMENT

STA. 15+28.69

EL. 1159.41

(BARRIER NOT SHOWN FOR CLARITY)

(LOOKING BACK STA. MORGAN ROAD)

BFE 1153.50

BFE 1154.50

FINISHED GROUNDLINE

TOP OF PEDESTAL

EL. 1163.53

DETAIL

BD502

15'-11" 15'-0"

℄WINGWALL CONNECTION

PLATES (P-1) (TYP.)

60'-0" CLEAR SPAN

W I N

G W

A L L

B

G

R O

U T

W I N

G W

A L L

C

G

R O

U T

TOP OF PEDESTAL

EL. 1163.53

15'-0"15'-0" 15'-0"15'-0"

C TIMBER POST OR

STEEL SHORE (TYP.)

L

GRILLAGE

TEMPORARY

SHORING (TYP.)

SEE POST CONNECTION

DETAIL ON DRAWING BD502

FORMLINER (SEE SPECIAL PROVISIONS)

2" MAX. RELIEF FRONT FACE ONLY (TYP.)

TOP OF HEADWALL

EL. 1179.89

TOP OF WINGWALL

EL. 1179.64

TOP OF HEADWALL

EL. 1179.99

TOP OF WINGWALL

EL. 1179.74

TOP OF

MORGAN ROAD

EL. 1158.97

R

D

E

R

T

Y

P

TOP OF HEADWALL

EL. 1180.28

B

O R

D E

R

T

Y P

62'-0" DETACHED HEADWALL

" JOINT

(TYP.)

TOP OF WINGWALL

EL. 1169.00

TOP OF WINGWALL

EL. 1170.00

15'-0" 15'-11"

SEE TYPICAL HEADWALL JOINT

DETAIL ON DRAWING BD502

0 2' 4' 8'

WEST END ELEVATION

(BARRIER NOT SHOWN FOR CLARITY)

(LOOKING AHEAD STA. MORGAN ROAD)

DETAIL

BD502

BFE 1154.50

F.F. NORTH ABUTMENT

STA. 15+28.69

EL. 1162.47

TOP OF PEDESTAL

EL. 1163.53

F.F. SOUTH ABUTMENT

STA. 15+88.19

EL. 1161.48

BFE 1153.50

FINISHED GROUNDLINE

L a s t

S a v e d

A

M b y

A

L S

T U

M

P l o t t e d

P

M b y

S

T U

M

A

M E

L

F i l

C

A D

D S t r u c t u r a l B

D

B

R I D

E

V A

T I O

N S

BD202

BRIDGE ELEVATIONS

SJT / CWS ALS / JAW 24

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 10

WASHINGTON COUNTY, PENNSYLVANIA

935PC2006

MAY 25, 2018

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 46

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

NATIONAL CEMETERY

OF THE ALLEGHENIES

PHASE III DEVELOPMENT

PACKAGE "B"

The LA Group

(518) 587-8100

Kovach Design Solutions LLC.

(717) 491-1806

Davidson Brown, Inc.

(757) 369-8403 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

Modjeski and Masters, Inc.

(717) 790-9565

The Onyx Group

(703) 548-6699

ECS Mid Atlantic LLC.

(412) 260-1470

GROUT TO TOP

OF KEYWAY

TEMPORARY TIE ROD

1'-6"

K

E Y

W A

Y

G

R O

U T

SEE TYPICAL BRIDGE UNIT

GROUT DETAIL ON THIS SHEET

F.F. OF PRECAST ARCH

BRIDGE UNIT

0 1' 2' 4'

BD501

DETAIL

TYPICAL WINGWALL GROUT DETAIL

NOTES:

1. MINIMUM 1" GROUT UNDER WINGWALL LEG & ANCHOR STEM.

2. AREA BETWEEN WINGWALL PEDESTAL AND WINGWALL

ANCHOR SHALL BE GROUTED SOLID BEFORE BACKFILL.

3. FORM BACKSIDE OF PEDESTAL TO DIMENSIONS SHOWN ON

FOUNDATION PLAN.

R.F. WINGWALL PEDESTAL

GROUT UNDER ANCHOR STEM

WINGWALL

PEDESTAL

G

R O

U T

M I N

PRECAST WINGWALL

WINGWALL ANCHOR

NOT TO SCALE

GROUT UNDER

UNIT LEG

TOP OF

MORGAN ROAD

REINFORCING NOT

SHOWN FOR CLARITY

(TYP.)

PRECAST ARCH

BRIDGE UNIT

DETAIL

BD501

0 2' 4' 8'

A

BD201

SECTION

NOTE:

1. FILL ENTIRE KEYWAY INCLUDING NOMINAL 1" VOID

BETWEEN BOTTOM OF KEYWAY AND BOTTOM OF

PRECAST ARCH BRIDGE UNIT LEG WITH GROUT.

2. FOR LOCATIONS OF (P-1), SEE SECTION C ON BD501.

NOT TO SCALE

F.F. OF PRECAST ARCH

BRIDGE UNIT

TYPICAL BRIDGE UNIT GROUT DETAIL

60'-0" SPAN

R

I S

E

C L

E A

R

V

A R

I E

S

M A

X

F

I L

L

1'-0"

V A

R I E

S

F

R O

M

T

O

ANCHOR LENGTH VARIES

(SEE ANCHOR TYPE TABLE

THIS SHEET)

G R

O U

T

0 1' 2' 4'

B

BD201

SECTION

PRECAST WINGWALL

TYPE B, C OR D

WINGWALL ANCHOR

SEE TYPICAL WINGWALL

GROUT DETAIL ON THIS SHEET

GROUT UNDER

ANCHOR STEM

BACKFILL PER

PADOT STANDARD

DRAWING RC-12

FORMLINER 2" MAX. RELIEF

FRONT FACE ONLY (TYP.)

MEMBRANE WATERPROOFING

4" DIA. PERFORATED BACKFILL DRAIN (TYP)

B O

R D

E R

6"

℄ (2) 1" DIA. x 2"

BOLT w/ WASHER

⅊ 8" x 8" x 1/2" x 12" LONG (P-1)

(4 REQUIRED PER UNIT) GALVANIZED

℄ (2) 1" DIA. ADHESIVE

ANCHOR

℄8" DAYTON SUPERIOR

TWO BOLT PRESET ANCHOR

N

O R

H

U

T M

E N

S

O U

U

T M

E N

T

1'-0"

3"

3'-0"

#5 AT 1'-0" O.C.

EACH FACE

10"

#5 x 9'-1" OR 10'-1"

AT 1'-0" O.C.

1'-0"

O

R

#6 x 9'-3" OR 10'-3"

AT 6" O.C.

2" CLR.

(TYP.)

1'-8"

#5 x 3'-8" AT 1'-0" O.C.

W

I N

W

I N

O

R

#5 AT 1'-0" O.C.

EACH FACE

2" CLR.

(TYP.)

2'-8"

#5 x 4'-8" AT 1'-0" O.C.

1'-4"

O

R

#8 x 9'-1" OR 10'-1"

AT 6" O.C.

10"

#5 x 8'-7" OR 9'-7"

AT 1'-0" O.C.

O

R

2'-0"

3"

SEE DWG. BD504 FOR CAISSON

CAP REINFORCING AND

CAISSON DETAILS

(LOOKING AHEAD STA. MORGAN ROAD)

BAR SHAPE

BAR SHAPE

BAR SHAPE

F.F. ABUTMENT

KEYED CONS. JT. (TYP.)

SEE DWG. BD504 FOR

CAISSON CAP

REINFORCING AND

CAISSON DETAILS

WATERPROOFING

(TYP.)

4" DIA. PERFORATED

BACKFILL DRAIN

WATERPROOFING

(TYP.)

BAR SHAPE

BAR SHAPE

KEYED CONS. JT. (TYP.)

CONTINUOUS 2' x 2' OF NO. 57 COARSE

AGGREGATE ENCASED IN CONTINUOUS

CLASS 2 GEOTEXTILE MATERIAL

EXTEND TO BOT. MAT

OF CAISSON CAP

REINFORCEMENT (TYP.)

EXTEND TO BOT. MAT

OF CAISSON CAP

REINFORCEMENT (TYP.)

P E

D E

S T

L

L

L

I M

I T

S

D

E S

I G

N E

D

B

Y

P

R E

C A

S T

E R

P E

D E

S T

L

L

L

I M

I T

S

D

E S

I G

N E

D

B

Y

P

R E

C A

S T

E R

L a s t

S a v e d

A

M b y

A

L S

T U

M

P l o t t e d

P

M b y

S

T U

M

A

M E

L

F i l

C

A D

D S t r u c t u r a l B

D

D

E T

A I L

S

H E

BD501

MISCELLANEOUS DETAILS-1

SJT / CWS ALS / JAW 25

NOTES:

1. FOR KEYED CONS. JT. NOTES, DIMENSIONS, AND DETAILS NOT SHOWN, SEE

PENNDOT STD. DWG. BC-735M.

2. FOR REINFORCEMENT NOTES, DIMENSIONS, AND DETAILS NOT SHOWN, SEE

PENNDOT STD. DWG. BC-736M.

3. FOR WATERPROOFING NOTES, DIMENSIONS, AND DETAILS NOT SHOWN, SEE

PENNDOT STD. DWG. BC-788M SHEET 8 OF 12.

4. FOR BRIDGE DRAINAGE NOTES, DIMENSIONS, AND DETAILS NOT SHOWN, SEE

PENNDOT STD. DWG.BC-751M.

ANCHOR TYPE TABLE

ANCHOR TYPE ANCHOR LENGTH

B 4'-1"

C 5'-1"

D 6'-1"

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 10

WASHINGTON COUNTY, PENNSYLVANIA

935PC2006

MAY 25, 2018

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 46

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

NATIONAL CEMETERY

OF THE ALLEGHENIES

PHASE III DEVELOPMENT

PACKAGE "B"

The LA Group

(518) 587-8100

Kovach Design Solutions LLC.

(717) 491-1806

Davidson Brown, Inc.

(757) 369-8403 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

Modjeski and Masters, Inc.

(717) 790-9565

The Onyx Group

(703) 548-6699

ECS Mid Atlantic LLC.

(412) 260-1470

PRECAST

HEADWALL

CAULK

BY CONTRACTOR

BACKER ROD

BY CONTRACTOR

8" x 8" PIECE OF

JOINT WRAP EACH

HEADWALL PIECE

TYPICAL HEADWALL JOINT DETAIL

NOT TO SCALE

" JOINT

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.

4"±

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.)

THRU BOLT

REMOVABLE EXPANSION

ANCHOR (FIELD DRILL)

STEEL ANGLE

PRECAST

ARCH UNIT

PRECAST

HEADWALL

HEADWALL SECTIONPOST CONNECTION DETAIL

CONCEPTUAL TEMPORARY SHORING DETAIL & SECTION

TIMBER POST OR TIMBER BLOCKING

CUT TO BEAR, W/STEEL POST SHORE

SEE TYPICAL JOINT SEAL

DETAIL ON THIS SHEET

(TYP. BETWEEN UNITS)

1'-0" DETACHED

HEADWALL (TYP.)

BRIDGE LIMITS = 36'-0"

PRECAST

WINGWALL

PRECAST

WINGWALL

1'-0"

TOP OF MORGAN ROAD AT

GRADE POINT

EL. 1155.82 (STA. 93+94.00)

0 2' 4' 8'

C

BD202

SECTION

JOINT WRAP WITH PRIMER

BETWEEN END UNIT AND

HEADWALL (TYP.)

" x 1

" BUTYL ROPE

9" WIDE JOINT WRAP

PRIMER COMPATIBLE

WITH JOINT WRAP

TOP OF PRECAST

ARCH BRIDGE UNIT

NOT TO SCALE

MEMBRANE WATERPROOFING

PRECAST ARCH BRIDGE UNIT

TYPICAL JOINT SEAL DETAIL

TOP OF MORGAN ROAD AT

GRADE POINT

EL. 1158.97 (STA. 93+58.00)

FORMLINER 2" MAX. RELIEF

FRONT FACE ONLY (TYP.)

DETAIL

2A

BD502

2B

BD502

R

D

E

R

T

Y

P

BARRIER (TYP.)

FORMLINER (SEE SPECIAL PROVISIONS)

2" MAX. RELIEF ON FRONT FACE ONLY

FORMLINER (SEE SPECIAL PROVISIONS)

2" MAX. RELIEF FRONT FACE ONLY

1'-1"

2'-3"1'-0"

JOINT WRAP W/PRIMER

3" DIA. HOLE GROUT SOLID

AFTER INSTALLATION OF COIL

ROD

℄DAYTON SUPERIOR

" DIA. x 7

" F-58 EC INSERT

(STAINLESS)

" DIA. x 1'-6" COIL ROD (STAINLESS)

W/ DOUBLE NUT (STAINLESS)

WASHER (STAINLESS)

SPACING TO BE DETERMINED

AT SHOP DRAWING STAGE

PRECAST ARCH BRIDGE UNIT

PRECAST HEADWALL

LIMITS OF BACKER ROD &

CAULK IN HEADWALL

JOINT BY CONTRACTOR

9" WIDE SEALWRAP OR EZ-WRAP

RUBBER AT HEADWALL JOINT FROM

TOP OF ARCH TO FINISH GRADE

0 1' 2' 4'

DETAIL 2A

BD502

1'-6"

1'-0"

JOINT WRAP W/PRIMER

3" DIA. HOLE GROUT SOLID

AFTER INSTALLATION OF COIL

ROD

℄DAYTON SUPERIOR

" DIA. x 7

" F-58 EC INSERT

(STAINLESS)

" DIA. x 1'-6" COIL ROD (STAINLESS)

W/ DOUBLE NUT (STAINLESS)

WASHER (STAINLESS)

SPACING TO BE DETERMINED

AT SHOP DRAWING STAGE

PRECAST ARCH BRIDGE UNIT

V A

R I E

S

PRECAST HEADWALL

LIMITS OF BACKER ROD &

CAULK IN HEADWALL

JOINT BY CONTRACTOR

9" WIDE SEALWRAP OR EZ-WRAP

RUBBER AT HEADWALL JOINT FROM

TOP OF ARCH TO FINISH GRADE

0 1' 2' 4'

DETAIL 2B

BD502

V A

R I E

S

B O

R D

E R

B O

R D

E R

7"

BUTYL ROPE, PRIMER &

JOINT WRAP INSTALLED

UNDER TIE PLATE

9"

BRIDGE INTERIOR UNITBRIDGE END UNIT

℄1" DIA. 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.)

SECTION D

BD502NOT TO SCALE

2'-4"

2"

6"

1'-0"

6"

2"

" x 4" x 2'-4"

GALVANIZED ⅊(P-3)

" DIA. HOLES (TYP.)

BUTYL ROPE

JOINT WRAP &

PRIMER INSTALLED

UNDER TIE PLATE

(PW-1)

DETAIL 5

BD201NOT TO SCALE

D

BD502

℄J O

I N

T

℄8" DAYTON SUPERIOR TWO

BOLT PRESET ANCHOR FOR

1" DIA. x 2

" BOLTS, (6" PITCH)

W/ ROUND WASHERS

⅊WASHER 4" x 4" x

GALV. (PW-1)

1" x 14" x 10" GALV. ⅊(P-2)

PRECAST

WINGWALL

PRECAST

WINGWALL

℄8" DAYTON SUPERIOR TWO BOLT

PRESET ANCHOR FOR 1" DIA. x 6"

THREADED ROD (2) WITH DOUBLE NUTS

[ALT. 1" DIA. x 2

" BOLTS, (6" PITCH)]

I

N

T

2'1'0

DETAIL 4

BD201

INSIDE FACE OF

PRECAST BRIDGE UNIT

WASHER 4" x 4" x

GALV. (PW-1)

L

1" x 14" x 10" GALV. ⅊ (P-1)

PRECAST

WINGWALL

℄8" DAYTON SUPERIOR TWO BOLT

PRESET ANCHOR FOR 1" DIA. x 6"

THREADED ROD (2) WITH DOUBLE NUTS

[ALT. 1" DIA. x 2

" BOLTS, (6" PITCH)]

NOTE:

CONNECTION ⅊'S (P-1) MUST BE

POSITIONED WITH SMALL DIA.

HOLES TOWARD PRECAST ARCH

BRIDGE UNIT

2'1'0

@ UNIT LEG

DETAIL 3

BD201

℄ 8" DAYTON SUPERIOR TWO BOLT

PRESET ANCHOR FOR 1" DIA. x 6"

THREADED ROD (2) WITH DOUBLE NUTS

[ALT. 1" DIA. x 2

" BOLTS, (6" PITCH)]

1'-6"

J O

I N

T

FORMLINER (SEE SPECIAL PROVISIONS)

2" MAX. RELIEF ON FRONT FACE ONLY

FORMLINER (SEE SPECIAL PROVISIONS)

2" MAX. RELIEF FRONT FACE ONLY

(P-1)

(TYP.)

(CAISSONS, WINGWALLS, PEDESTAL WALL, AND BENCH SHOWN FOR ILLUSTRATIVE PURPOSES)

(CONTRACTOR IS RESPONSIBLE FOR SHORING DESIGN AND DETAILING, SEE SPECIAL PROVISION)

R.F. WINGWALL

R.F. WINGWALL

" JOINT

" JOINT

L a s t

S a v e d

A

M b y

A

L S

T U

M

P l o t t e d

P

M b y

S

T U

M

A

M E

L

F i l

C

A D

D S t r u c t u r a l B

D

D

E T

A I L

S

H E

BD502

MISCELLANEOUS DETAILS-2

SJT/CWS ALS / JAW 26

NOTES:

1. FOR ANCHOR NOTES, DIMENSIONS, AND DETAILS NOT SHOWN, SEE PENNDOT

STD. DWG. BC-734M.

2. FOR WALL JOINT NOTES, DIMENSIONS, AND DETAILS NOT SHOWN, SEE

PENNDOT STD. DWG. BC-735M.

3. FOR WATERPROOFING AND EXPANSION NOTES, DIMENSIONS, AND DETAILS NOT

SHOWN, SEE PENNDOT STD. DWG. BC-788M.

4. FOR MECHANICAL CONNECTION NOTES, DIMENSION AND DETAILS NOT SHOWN,

SEE PENNDOT STD. DWG. BC-798M.

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 10

WASHINGTON COUNTY, PENNSYLVANIA

935PC2006

MAY 25, 2018

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 46

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

NATIONAL CEMETERY

OF THE ALLEGHENIES

PHASE III DEVELOPMENT

PACKAGE "B"

The LA Group

(518) 587-8100

Kovach Design Solutions LLC.

(717) 491-1806

Davidson Brown, Inc.

(757) 369-8403 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

Modjeski and Masters, Inc.

(717) 790-9565

The Onyx Group

(703) 548-6699

ECS Mid Atlantic LLC.

(412) 260-1470

EMBANKMENT

I L L

H E

I G

H T

FINISHED

GRADE

LIMITS

OF

CRITICAL

BACKFILL

ZONE

PRECAST CONCRETE ARCH BACKFILL REQUIREMENTS

TO ROADWAY

BASE/ FINISH

GRADE OR 2'-0" MIN.

CAST IN PLACE

CONCRETE

PEDESTAL (TYP.)

1'-0"

(TYP.)

NOT TO SCALE

EMBANKMENT

4'-0"

MIN.

PRECAST

CONCRETE

ARCH

LIMITS OF EXCAVATION OR

TEMPORARY EXCAVATION

SUPPORT AND PROTECTION

SYSTEM

VARIES BY

ANCHOR TYPE

TYPE B=4'-1"

TYPE C=5'-1"

TYPE D=6'-1"

1'-0"

MIN.

FINISHED GROUNDLINE

COMPACTED MATERIAL

(SAME AS PRECAST

CONCRETE ARCH

BACKFILL)

PRECAST

WINGWALL

EMBANKMENT

WINGWALL BACKFILL REQUIREMENTS

1'-0"

CAST IN PLACE

CONCRETE

PEDESTAL

NOT TO SCALE

LIMITS OF CRITICAL

BACKFILL ZONE

MEMBRANE WATERPROOFING

FILL LIFTING INSERT POCKET

WITH GROUT, FINISHING FLUSH

9" SQUARE PIECE

OF JOINT WRAP

PRECAST BRIDGE UNIT,

HEADWALL OR WINGWALL

LIFTING INSERT

PRIMER COMPATIBLE

WITH JOINT WRAP

TOP OF PRECAST

BRIDGE UNIT

TYPICAL LIFTING INSERT SEALING DETAIL

NOT TO SCALE

BARRIER AND MOMENT SLAB DETAIL

1'-7"

" x

" CHAMFER

(TYP)

PRECAST

HEADWALL

PRECAST

ARCH

#4 AT 8" MAX

SEE NOTE 2

2"

2%

TOP OF PAVEMENT

(ROADWAY ITEM)

M

I N

NOTE 1

8'-0" MIN

M

I N

2" CLR

TYP

2"

CLR

2"

CLR

#5 AT 12" MAX.

(TOP AND BOT)

C

L R

2" CLR.

5"

2'-3"

#5 AT 12"

#6 AT 12"

#5

#6

1'-1

" BELOW

GUTTER LINE

NOTES:

1. ASPHALT AND RUBBER SEALING COMPOUND [PADOT PUB. 408, SECTION

705.4(g)]

4"

MAX.

NOT TO SCALE

CONS. JT. (LEVEL)

11"

1'-0"

BAR SHAPE

#4 AT 8" MAX

SEE NOTE 2

11"

11"

BAR SHAPE

BAR SHAPE

#5

'-1

L a s t

S a v e d

A

M b y

A

L S

T U

M

P l o t t e d

P

M b y

S

T U

M

A

M E

L

F i l

C

A D

D S t r u c t u r a l B

D

D

E T

A I L

S

H E

BD503

MISCELLANEOUS DETAILS-3

SJT/CWS SJT/JAW 27

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 10

WASHINGTON COUNTY, PENNSYLVANIA

935PC2006

MAY 25, 2018

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 46

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

NATIONAL CEMETERY

OF THE ALLEGHENIES

PHASE III DEVELOPMENT

PACKAGE "B"

The LA Group

(518) 587-8100

Kovach Design Solutions LLC.

(717) 491-1806

Davidson Brown, Inc.

(757) 369-8403 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

Modjeski and Masters, Inc.

(717) 790-9565

The Onyx Group

(703) 548-6699

ECS Mid Atlantic LLC.

(412) 260-1470

PRECAST ARCH

STRUCTURE LIMITS

℄ NEW CEMETERY ROAD

AND CONS.

CAISSON

OUTLINE

(TYP.)

PRECAST ARCH

STRUCTURE LIMITS

PRECAST ARCH

STRUCTURE LIMITS

PRECAST ARCH

STRUCTURE LIMITS

℄ BRIDGE

7'-0" CAISSON

CAP (TYP)

WINGWALL B

WINGWALL A

WINGWALL C

WINGWALL D

M

X

O

P

O

T

S

I

R

R

U

A

O

P

O

T

O

P

O

T

O

P

O

T

S

I

R

R

U

A

S

I

R

R

U

A

S

I

R

R

U

A

8 - #8 AT 12" MAX (TOP)

9 - #8 AT 12" MAX. (BOT.)

S E

T

O

F

T

I E

S

A

T

M

A X

S

P A

8 - #8 AT 12" MAX. (TOP)

9 - #8 AT 12" MAX. (BOT.)

S E

T

O

F

T

I E

S

A

T

M

A X

S

P A

8 - #8 (TOP)

9 - #8 (BOT.)

3- #8 AT EQUAL SPA.

(EACH FACE) (TYP.)

8 - #8 (TOP)

9 - #8 (BOT.)

3- #8 AT EQUAL SPA.

(EACH FACE) (TYP.)

BAR SHAPE

SET OF 2 - #6

TIES AT 12" MAX.

SPA. (TYP.)

℄ MORGAN ROAD

℄ (T-781)

WINGWALL A SUBBASE LIMITS

(LOOKING WEST)

NOT TO SCALE

15'-0" MIN.

M

I N

PLACE SUBBASE

AS NEEDED (TYPE

2A AGGREGATE)

ESTIMATED

EXISTING

GROUND

LINE

CAISSON

CAP

CAISSON REINFORCEMENT

ORIENTATION

NOT TO SCALE

℄ SHAFT

ORIENT CAISSON REINFORCEMENT CAGE TO

MAXIMIZE SPACING FOR CAISSON CAP BOTTOM

MAT OF REINFORCEMENT AND STIRRUPS TO

AVOID INTERFERENCE

℄ CAISSON CAP & ℄ SHAFT

REDUCE SPACING OF CAISSON CAP

STIRRUPS AS NECESSARY TO

CLEAR CAISSON #11 BARS

REDUCE SPACING

OF CAISSON CAP

BOTTOM #8 BARS

AS NECESSARY TO

CLEAR CAISSON

#11 BARS

CAISSON CAP

REINFORCEMENT (TYP.)

CAISSON #11 BAR (TYP.)

CAISSON

BAR SHAPE

BAR SHAPE

E

BD504

#8 (TYP.)

KEYED CONS. JT. (TYP.)

#6 STIRRUPS

4'-0"

C L

R

C A

I S

S O

N

C

A P

T

A

2" CLR.

(TYP.)

C

L R

S H

A F

T

I L

L E

N G

V

R

I E

S

R

O C

K

S

O C

K E

T

C L

R

#8 (TYP.)

F

BD504

2 - #11 BUNDLED (TYP.)

V

A R

I E

S

ESTIMATED TOP

OF ROCK EL.

(SEE CAISSON

EL. TABLE)

ESTIMATED

CAISSON TIP EL.

(SEE CAISSON EL.

TABLE)

BFE (SEE

DRAWING

BD202)

PEDESTAL WALL (FOR PEDESTAL

WALL REINFORCEMENT, SEE

DRAWING BD501)

WATERPROOFING (TYP.) (SEE

DRAWING BD501)

℄ PEDESTAL WALL, CAISSON CAP,

& CAISSON

3 - #8 AT

EQUAL SPA.

(TYP.)

2 - #6 BUNDLED OUTER TIE

(TYP.)

#6 INNER TIE (TYP.)

(FOR DEVELOPED

#11 BARS ONLY)

3'-6"

DEVELOP 1 BAR OF

EACH #11 BUNDLE INTO

THE CAISSON CAP

M

A X

NOT TO SCALE

E

BD504

SECTION

℄ SHAFT

℄ CAISSON

CAP & ℄ SHAFT

P

T

E

S

N

E

S

A

F

T

R

OUTER CAGE:14 - SETS OF 2 - #11 BUNDLED

BARS AT EQUAL SPACES

BAR SHAPE

*STAGGER LAPS AND PROVIDE 135° HOOK AT

EACH END OF CIRCULAR TIE, HOOK SHALL

ENGAGE A VERTICAL BAR

2 - #6 BUNDLED OUTER

TIE AT 8" MAX. SPA.

#6 INNER TIE AT 6"

MAX. SPA.

CSL TEST PIPE (TYP.)

(6 TOTAL) (SEE NOTES,

THIS SHEET)

INNER CAGE: 6 - #11 BARS

AT EQUAL SPACES

℄ SOCKET

C

K

S

O

C

K

E

T

2 - #6 BUNDLED OUTER

TIE AT 8" MAX. SPA.

CSL TEST PIPE (TYP.)

(6 TOTAL) (SEE NOTES,

THIS SHEET)

℄ CAISSON

CAP & ℄ SHAFT

C

L

R

OUTER CAGE:14 - SETS OF 2 - #11 BUNDLED

BARS AT EQUAL SPACES,

INNER CAGE: 6 - #11 BARS AT EQUAL SPACES

#6 INNER TIE AT 6"

MAX. SPA.

F

BD504

SECTION

INNER CAGE: 6 - #11 BARS

AT EQUAL SPACES

L a s t

S a v e d

P

M b y

A

K U

R T

O V

I C

P l o t t e d

P

M b y

S

T U

M

A

M E

L

F i l

C

A D

D S t r u c t u r a l B

D

C

A I S

S O

N

C

I N

F O

R C

I N

G

A

I S

S O

N

D

E T

A I L S

BD504

FOUNDATION DETAILS

SJT / MDC JAW / MDCMAY 25, 2018 28

CAISSON CAP REINFORCEMENT

CAISSON

LOAD TABLE

ABUT WING

MAXIMUM

MOMENT

LIMIT ST. STR STR

Mu (FT-K)

3491.7 3383.3

Mr (FT-K)

3765.8 3765.8

MAXIMUM

AXIAL

LIMIT ST. STR STR

Pu (KIP)

490.6 425.8

Pr (KIP)

500 500

NOTES:

1. FOR KEYED CONS. JT. NOTES, DIMENSIONS, AND DETAILS NOT SHOWN, SEE PENNDOT STD.

DWG. BC-735M.

2. FOR REINFORCEMENT NOTES, DIMENSIONS, AND DETAILS NOT SHOWN, SEE PENNDOT STD.

DWG. BC-736M.

3. BEARING RESISTANCE OF DRILLED CAISSONS IS ACHIEVED THROUGH END BEARING.

4. FOR ADDITIONAL DRILLED CAISSON REQUIREMENTS, SEE SPECIAL PROVISION 31 63 26.

CAISSON ELEVATION TABLE

ESTIMATED TOP OF

ROCK

ESTIMATED CAISSON

TIP ELEVATION

SOUTH ABUTMENT 1143.0-1148.0 1132.0-1137.0

WINGWALL A 1136.0-1143.0 1125.5-1132.0

WINGWALL B 1143.5-1148.0 1132.5-1137.0

NORTH ABUTMENT 1144.5-1145.0 1133.5-1134.0

WINGWALL C 1144.5-1148.5 1133.5-1137.5

WINGWALL D 1143.0-1145.0 1132.0-1134.0

CROSSHOLE SONIC LOGGING (CSL) NOTES:

1. AT COMPLETION OF INTEGRITY TESTING, DEWATER CSL TUBES AND FILL

WITH NON-SHRINK GROUT HAVING A STRENGTH EQUAL TO OR GREATER

THAN THE CONCRETE USED IN THE CAISSON BEFORE PROCEEDING

WITH FURTHER CONSTRUCTION AT THAT LOCATION. USE NON-SHRINK

GROUT IN ACCORDANCE WITH PENNDOT PUB. 408, SECTON 1080.2 (c).

2. USE CSL OR EQUIVALENT NONDESTRUCTIVE TESTING METHOD FOR

CAISSON INTEGRITY TESTING.

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 10

WASHINGTON COUNTY, PENNSYLVANIA

935PC2006

MAY 25, 2018

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 46

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

NATIONAL CEMETERY

OF THE ALLEGHENIES

PHASE III DEVELOPMENT

PACKAGE "B"

The LA Group

(518) 587-8100

Kovach Design Solutions LLC.

(717) 491-1806

Davidson Brown, Inc.

(757) 369-8403 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

Modjeski and Masters, Inc.

(717) 790-9565

The Onyx Group

(703) 548-6699

ECS Mid Atlantic LLC.

(412) 260-1470

GIS, Inc.

(205) 941-0442

0' 2' 4'

"=1'-0"

8'

0'

1'

"=1'-0"

2'

0'

" 1'

"=1'-0"

2'

La st

S av ed

/2 2/

:4

5:

P M b y

AK

U

R

TO

VI

C

Pl ot te d

5/

/2

2:

:5

PM

b y

KU

R

TO

VI

C , A

D N

AN

Fi le

P:

\3

8\ C

AD

D

\S tru ct ur al \B

D

PA

D O

T D

W G

6-

PE

(C H

AN

G

E #2

BD505

PADOT DWG # 86-353 PE

(CHANGE #2) - 1

SJT AK 29

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 10

WASHINGTON COUNTY, PENNSYLVANIA

935PC2006

MAY 25, 2018

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 46

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

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

Phone: 304-725-8456 www.gordon.us.com

NATIONAL CEMETERY

OF THE ALLEGHENIES

PHASE III DEVELOPMENT

PACKAGE "B"

The LA Group

(518) 587-8100

Kovach Design Solutions LLC.

(717) 491-1806

Davidson Brown, Inc.

(757) 369-8403 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

Modjeski and Masters, Inc.

(717) 790-9565

The Onyx Group

(703) 548-6699

ECS Mid Atlantic LLC.

(412) 260-1470

S av ed

/2 2/

:4

5:

P M b y

AK

U

R

TO

VI

C

Pl ot te d

5/

/2

2:

:0

PM

b y

KU

R

TO

VI

C , A

D N

AN

Fi le

P:

\3

8\ C

AD

D

\S tru ct ur al \B

D

PA

D O

T D

W G

6-

PE

(C H

AN

G

E #2

BD506

PADOT DWG. # 86-353 PE

(CHANGE #2) - 2

SJT AK 30

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 10

WASHINGTON COUNTY, PENNSYLVANIA

935PC2006

MAY 25, 2018

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 46

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

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

Phone: 304-725-8456 www.gordon.us.com

NATIONAL CEMETERY

OF THE ALLEGHENIES

PHASE III DEVELOPMENT

PACKAGE "B"

The LA Group

(518) 587-8100

Kovach Design Solutions LLC.

(717) 491-1806

Davidson Brown, Inc.

(757) 369-8403 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

Modjeski and Masters, Inc.

(717) 790-9565

The Onyx Group

(703) 548-6699

ECS Mid Atlantic LLC.

(412) 260-1470

S av ed

/2 2/

:4

4:

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6-

PE

(C H

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E #2

BD507

PADOT DWG. # 86-353 PE

(CHANGE #2) - 3

SJT AK 31

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 10

WASHINGTON COUNTY, PENNSYLVANIA

935PC2006

MAY 25, 2018

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 46

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

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

Phone: 304-725-8456 www.gordon.us.com

NATIONAL CEMETERY

OF THE ALLEGHENIES

PHASE III DEVELOPMENT

PACKAGE "B"

The LA Group

(518) 587-8100

Kovach Design Solutions LLC.

(717) 491-1806

Davidson Brown, Inc.

(757) 369-8403 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

Modjeski and Masters, Inc.

(717) 790-9565

The Onyx Group

(703) 548-6699

ECS Mid Atlantic LLC.

(412) 260-1470

S av ed

/2 2/

2:

:0

PM

b y

JA

W

AM

PL

ER

Pl ot te d 5/

/2

:5

8:

P M b y

KU

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TO

VI

C , A

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Fi le

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8\ C

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D

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D

PA

D O

T D

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6-

PE

(C H

AN

G

E #2

BD508

PADOT DWG. # 86-353 PE

(CHANGE #2) - 4

SJT AK 32

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 10

WASHINGTON COUNTY, PENNSYLVANIA

935PC2006

MAY 25, 2018

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 46

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

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

Phone: 304-725-8456 www.gordon.us.com

NATIONAL CEMETERY

OF THE ALLEGHENIES

PHASE III DEVELOPMENT

PACKAGE "B"

The LA Group

(518) 587-8100

Kovach Design Solutions LLC.

(717) 491-1806

Davidson Brown, Inc.

(757) 369-8403 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

Modjeski and Masters, Inc.

(717) 790-9565

The Onyx Group

(703) 548-6699

ECS Mid Atlantic LLC.

(412) 260-1470

S av ed

/2 2/

2:

:4

PM

b y

JA

W

AM

PL

ER

Pl ot te d 5/

/2

:5

9:

P M b y

KU

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TO

VI

C , A

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Fi le

P:

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8\ C

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D

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PA

D O

T D

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6-

PE

(C H

AN

G

E #2

BD509

PADOT DWG. # 86-353 PE

(CHANGE #2) - 5

SJT AK 33

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 10

WASHINGTON COUNTY, PENNSYLVANIA

935PC2006

MAY 25, 2018

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 46

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

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

Phone: 304-725-8456 www.gordon.us.com

NATIONAL CEMETERY

OF THE ALLEGHENIES

PHASE III DEVELOPMENT

PACKAGE "B"

The LA Group

(518) 587-8100

Kovach Design Solutions LLC.

(717) 491-1806

Davidson Brown, Inc.

(757) 369-8403 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

Modjeski and Masters, Inc.

(717) 790-9565

The Onyx Group

(703) 548-6699

ECS Mid Atlantic LLC.

(412) 260-1470

S av ed

/2 2/

:0

0:

P M b y

JA

W

AM

PL

ER

Pl ot te d 5/

/2

1:

:4

PM

b y

KU

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D O

T D

W G

6-

PE

(C H

AN

G

E #2

BD510

PADOT DWG. # 86-353 PE

(CHANGE #2) - 6

SJT AK 34

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 10

WASHINGTON COUNTY, PENNSYLVANIA

935PC2006

MAY 25, 2018

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 46

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

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

Phone: 304-725-8456 www.gordon.us.com

NATIONAL CEMETERY

OF THE ALLEGHENIES

PHASE III DEVELOPMENT

PACKAGE "B"

The LA Group

(518) 587-8100

Kovach Design Solutions LLC.

(717) 491-1806

Davidson Brown, Inc.

(757) 369-8403 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

Modjeski and Masters, Inc.

(717) 790-9565

The Onyx Group

(703) 548-6699

ECS Mid Atlantic LLC.

(412) 260-1470

S av ed

/2 2/

:0

1:

P M b y

JA

W

AM

PL

ER

Pl ot te d 5/

/2

1:

:1

PM

b y

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-7

M

BD511

PENNDOT STD DWG.

BC-703M

SJT AK 35

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 10

WASHINGTON COUNTY, PENNSYLVANIA

935PC2006

MAY 25, 2018

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 46

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION…