B-Civil.pdf

PDF 1 MB Posted

Attached to
36C10F24R50018 Balance of Work VAMC Manhattan, NY -- Y1DA
Solicitation number
QSE--36C10F24R50018
Issued by

About this file

Written by GovTribe AI ·

This document appears to be a set of construction drawings for a partial ground floor demolition and site work at the VA NY Manhattan Campus. The drawings show plans for removing existing elements such as bicycle racks, pipe bollard, and concrete pavement, as well as installing new concrete curbs, pavement, and drainage infrastructure. The drawings also include grading plans and details for concrete curbs, pavement, and utility trench backfill. This appears to be related to the federal contract opportunity 36C10F24R50018 for the Balance of Work at the VAMC Manhattan Campus, which involves construction work to support the Manhattan Hurricane Sandy Recovery Program.

View the file

Other files

File Type Posted
SolicitationCancellation.pdf PDF
SolicitationAmendment0006.pdf PDF
Manhattan VA Asbestos Survey Report 05-2021final (5-24-21).pdf PDF
Manhattan VA Revised Asbestos Survey Report 05-2021Final (Appendix H - First Half).pdf PDF
QA - Balance of Work - 05.08.2024.pdf PDF
Manhattan VA Revised Asbestos Survey Report 05-2021Final (Appendix H - 2nd half).pdf PDF
QA - Balance of Work - 05.02.2024.pdf PDF
SolicitationAmendment0005.pdf PDF
SolicitationAmendment0004.pdf PDF
QA - Balance of Work - 04.16.2024.pdf PDF
C-Mechanical- Part 2.pdf PDF
C-Electrical- Part 5.pdf PDF
B-Mechanical-Part 1.pdf PDF
P03_CDR- Sole Source JA - Access Controls - 11-16-22.pdf PDF
C-Plumbing- Part 2.pdf PDF
P03_CDR - Sole Source JA - Public Announcement System - 11-16-22.pdf PDF
C-Electrical- Part 4.pdf PDF
A-Architecture-Part 3.pdf PDF
A-ICRA.pdf PDF
C-Architecture- Part 5.pdf PDF
A-Fire Protection-Part 2.pdf PDF
C-Electrical- Part 10.pdf PDF
P03_CDR - Sole Source JA - Triplex Pump 11-16-22.pdf PDF
C-Life Safety.pdf PDF
A-Electrical-Part 1.pdf PDF
VHA Directive 1028_D_2020-02-24.pdf PDF
B-Electrical-Part 2.pdf PDF
B-Architecture-Part 4.pdf PDF
C-Electrical- Part 12.pdf PDF
A-Electrical-Part 3.pdf PDF
C-Electrical- Part 7.pdf PDF
C-Electrical- Part 8.pdf PDF
A-Civil.pdf PDF
A-Structural.pdf PDF
A-General.pdf PDF
QSE 36C10F24R50018.pdf PDF
Amendment 0001 - Missing and Replacement Documents.pdf PDF
B-Electrical-Part 1.pdf PDF
C-Fire Protection- Part 2.pdf PDF
C-Electrical- Part 11.pdf PDF
C-Telecom.pdf PDF
A-Plumbing-Part 2.pdf PDF
C-Architecture- Part 6.pdf PDF
B-Electrical-Part 3.pdf PDF
VAMC CD Refresh IFC Vol 1 Specifications REV 2_ 9-19-23 (Part 3).pdf PDF
C-Mechanical- Part 3.pdf PDF
Shutdown Request Form.pdf PDF
B-Architecture-Part 2.pdf PDF
P03_CD Refresh - Sole Source JA - Fire Alarm System - 11-16-22.pdf PDF
A-Life Safety.pdf PDF
Show 40 more

Latest 50 of 281 listed here. See the rest on GovTribe.

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PB PB

EPU

W

X

2 3

17'±

17'±

31'±

EXISTING INLET

GR. EL. = 3.72

INV. EL. = 0.15

SEE D8

S

U

T

V

U

SEE F1

EFB ET/EFB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VA NY Manhattan Campus

423 E 23RD Street, New York, NY 10010

630-600A

Project Director

Revisions: Date:

A/E:

AECOM

3101 WILSON BLVD, SUITE 900

ARLINGTON, VA. 22201

703-682-4900

WWW.AECOM.COM

Construction Document Refresh

Key Plan

Balance of Work

9/12/2022

B-CD101

PARTIAL GROUND FLOOR

DEMOLITION PLAN - CIVIL

PLAN

NORTH

PARTIAL GROUND FLOOR DEMOLITION PLAN - CIVIL

F1

REMOVE BICYCLE RACKS. STOCKPILE AS DIRECTED FOR FUTURE USE.

DEMOLISH PIPE BOLLARD

DEMOLISH AND REMOVE STEEL FACED CONCRETE CURB

SAWCUT AND REMOVE CONCRETE PAVEMENT. LIMITS TO BE VERIFIED IN FIELD.

KEYNOTES:# (SPECIFIC TO THIS

DRAWING ONLY)

PLAN

NORTH

PARTIAL GROUND FLOOR DEMOLITION PLAN - CIVIL

D8

5 STRUCTURE TO REMAIN. PROTECT DURING DEMOLITION.

6 TEMPORARY CONSTRUCTION FENCE

AutoCAD SHX Text 0202S

AutoCAD SHX Text

0203AS

AutoCAD SHX Text

STAFF TOILET

AutoCAD SHX Text

0202BS

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

0202AS

AutoCAD SHX Text

DN

AutoCAD SHX Text

SECURITY CONTROL

AutoCAD SHX Text

RM. (POST 7)

AutoCAD SHX Text 0200S

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GATE A

AutoCAD SHX Text

AutoCAD SHX Text F I R S T A V E N U E

AutoCAD SHX Text A S S E R L E V Y P L A C E

AutoCAD SHX Text E A S T 2 3 r d. S T R E E T

AutoCAD SHX Text

BLDG 3

AutoCAD SHX Text

BLDG 2

AutoCAD SHX Text

BLDG 4 / 5

AutoCAD SHX Text

E A S T 25 TH STREET

AutoCAD SHX Text

BLDG 1

AutoCAD SHX Text N

AutoCAD SHX Text

BLDG 6

AutoCAD SHX Text

SCALE: 1/4" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text

SCALE: 1/4" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

W

X

2 3

SEE D8

PB PB

EPUEPU

S

U

T

V

U

SEE F1

EFB ET/EFB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VA NY Manhattan Campus

423 E 23RD Street, New York, NY 10010

630-600A

Project Director

Revisions: Date:

A/E:

AECOM

3101 WILSON BLVD, SUITE 900

ARLINGTON, VA. 22201

703-682-4900

WWW.AECOM.COM

Construction Document Refresh

Key Plan

Balance of Work

9/12/2022

B-CS101

PARTIAL GROUND FLOOR SITE

PLAN - CIVIL

PLAN

NORTH

PARTIAL GROUND FLOOR SITE PLAN - CIVIL

F1

PLAN

NORTH

PARTIAL GROUND FLOOR SITE PLAN - CIVIL

D8

CONCRETE CURB WITH STEEL FACING (SEE DETAIL B2/B-CS103)

CONCRETE PAVEMENT (SEE DETAIL C8/B-CS103)

LIMIT OF NEW CONCRETE PAVEMENT. ACTUAL LIMIT TO BE VERIFIED IN FIELD.

ACTIVE VEHICLE BARRIER. LOCATION TO BE CONFIRMED IN FIELD BASED UPON DIMENSIONAL LAYOUT AS INDICATED IN ARCHITECTURAL PLAN

C1 / B-AE102. SEE STRUCTURAL DRAWINGS FOR FURTHER INFORMATION ON FOUNDATION.

BOLLARDS FOR ACTIVE VEHICLE BARRIER. SEE ARCHITECTURAL PLAN C1 / B-AE102 FOR PROPOSED DIMENSIONAL LAYOUT. FINAL BOLLARD LAYOUT AND QUANTITY ARE TO BE VALIDATED BY DELEGATED DESIGN. SEE STRUCTURAL DRAWINGS FOR BOLLARD FOUNDATIONS.

KEYNOTES:# (SPECIFIC TO THIS

DRAWING ONLY)

6 ELECTRICAL POWER UNIT AND CONTROLS. CONCRETE FOUNDATIONS PER MFG. RECOMMENDATIONS / STD DETAILS.

AutoCAD SHX Text 0202S

AutoCAD SHX Text

0203AS

AutoCAD SHX Text

STAFF TOILET

AutoCAD SHX Text

0202BS

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

0202AS

AutoCAD SHX Text

DN

AutoCAD SHX Text

SECURITY CONTROL

AutoCAD SHX Text

RM. (POST 7)

AutoCAD SHX Text 0200S

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GATE A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F I R S T A V E N U E

AutoCAD SHX Text A S S E R L E V Y P L A C E

AutoCAD SHX Text E A S T 2 3 r d. S T R E E T

AutoCAD SHX Text

BLDG 3

AutoCAD SHX Text

BLDG 2

AutoCAD SHX Text

BLDG 4 / 5

AutoCAD SHX Text

E A S T 25 TH STREET

AutoCAD SHX Text

BLDG 1

AutoCAD SHX Text N

AutoCAD SHX Text

BLDG 6

AutoCAD SHX Text

SCALE: 1/4" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text

SCALE: 1/4" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

W

X

2 3

PB PB

EPU

S

T

M

S

T

M

S

T

M

S

S

S

S

S

S

D

D

G

G

G

4.75

4.30

5.50

5.50

5.50

INSTALL CLEANOUT

6"X4" VERTICAL WYE

TO 6" 90° BEND

INV. EL. 3.0± (4" - IN))

INV. EL. 0.9± (6" - OUT)

6" DIP PIPE

SLOPE = 1.0%

4.20

+ 4.30

LIMIT OF SAWCUTTING

AND CONCRETE REPLACEMENT

4.30

4.55

4.55

4" Ø PVC DRAINAGE PIPE

PER MANUFACTURER

4.75

EXISTING INLET

GR. EL. = 3.72

INV. EL. 0.15

SEE D8

S

U

T

V

U

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

S

S

S

S

S

S

S

S

D

S

SEE F1

EFB ET/EFB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VA NY Manhattan Campus

423 E 23RD Street, New York, NY 10010

630-600A

Project Director

Revisions: Date:

A/E:

AECOM

3101 WILSON BLVD, SUITE 900

ARLINGTON, VA. 22201

703-682-4900

WWW.AECOM.COM

Construction Document Refresh

Key Plan

Balance of Work

9/12/2022

B-CS102

PARTIAL GROUND FLOOR

GRADING PLAN - CIVIL

PLAN

NORTH

PARTIAL GROUND FLOOR DEMOLITION WORK - PART B - CIVIL

D1

LIMITS OF GRADING AND PAVEMENT REPLACEMENT. LIMITS TO BE VERIFIED IN FIELD.

4" PVC DRAINAGE PIPE. INSTALL PER BARRIER MANUFACTURER STANDARDS

6" DUCTILE IRON PIPE (DIP)

INSTALL CLEANOUT. INSTALL 4" 45° BEND TO 4" X 6" VERTICAL WYE TO 6" 90° BEND. SEE DETAIL C4/B-CS103 FOR FURTHER INFORMATION.

CONNECT 6" DIP TO EXISTING INLET. INVERT ELEVATION = 0.4 OR AS DIRECTED. CORE DRILL THROUGH EXISTING CONCRETE OR AS DIRECTED BY CFM.

KEYNOTES:# (SPECIFIC TO THIS

DRAWING ONLY)

ADDITIONAL NOTES:

1. EXISTING CONDITIONS AND ELEVATION INFORMATION WAS TAKEN FROM DRAWING ENTITLED "VA MEDICAL CENTER TOPOGRAPHIC AND UTILITY SURVEY", PREPARED BY RTL ENGINEERING, GEOLOGY AND LAND SURVEYING, P.C., LAST REVISED 8/4/2021.

2. ELEVATIONS SHOWN ON THESE CONTRACT DRAWINGS REFER TO MANHATTAN BOROUGH DATUM.

3. ALL ELEVATIONS AND EXISTIGN FEATURES TO BE VERIFIED IN FIELD PRIOR TO THE START OF CONSTRUCTION.

PLAN

NORTH

PARTIAL GROUND FLOOR SITE PLAN - CIVIL

D8

AutoCAD SHX Text 0202S

AutoCAD SHX Text

0203AS

AutoCAD SHX Text

STAFF TOILET

AutoCAD SHX Text

0202BS

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

0202AS

AutoCAD SHX Text

SECURITY CONTROL

AutoCAD SHX Text

RM. (POST 7)

AutoCAD SHX Text 0200S

AutoCAD SHX Text 3.88

AutoCAD SHX Text 4.08

AutoCAD SHX Text 4.78

AutoCAD SHX Text 4.36

AutoCAD SHX Text 4.24

AutoCAD SHX Text 4.21

AutoCAD SHX Text 4.14

AutoCAD SHX Text 4.17

AutoCAD SHX Text 4.45

AutoCAD SHX Text 5.38

AutoCAD SHX Text 5.79

AutoCAD SHX Text 6.87

AutoCAD SHX Text 4.66

AutoCAD SHX Text 4.74

AutoCAD SHX Text 4.61

AutoCAD SHX Text 4.67

AutoCAD SHX Text 6.94

AutoCAD SHX Text 4.23

AutoCAD SHX Text 4.87

AutoCAD SHX Text 4.79

AutoCAD SHX Text 4.74

AutoCAD SHX Text 4.69

AutoCAD SHX Text 4.61

AutoCAD SHX Text 4.66

AutoCAD SHX Text 4.09

AutoCAD SHX Text 4.88

AutoCAD SHX Text 4.89

AutoCAD SHX Text 4.83

AutoCAD SHX Text 4.87

AutoCAD SHX Text 4.50

AutoCAD SHX Text 4.38

AutoCAD SHX Text 4.31

AutoCAD SHX Text 4.10

AutoCAD SHX Text 4.23

AutoCAD SHX Text 5.03

AutoCAD SHX Text 5.84

AutoCAD SHX Text 4.05

AutoCAD SHX Text 3.96

AutoCAD SHX Text 6.90

AutoCAD SHX Text 5.48

AutoCAD SHX Text 5.16

AutoCAD SHX Text 4.97

AutoCAD SHX Text 5.66

AutoCAD SHX Text

RIM 6.24

AutoCAD SHX Text 6.02

AutoCAD SHX Text 6.07

AutoCAD SHX Text 6.59

AutoCAD SHX Text 7.10

AutoCAD SHX Text 7.25

AutoCAD SHX Text 4.89

AutoCAD SHX Text 4.35

AutoCAD SHX Text 5.39

AutoCAD SHX Text 10.02

AutoCAD SHX Text 10.03

AutoCAD SHX Text 10.02

AutoCAD SHX Text 9.99

AutoCAD SHX Text 7.6

AutoCAD SHX Text 7.6

AutoCAD SHX Text 7.8

AutoCAD SHX Text 7.0

AutoCAD SHX Text R.O.H.

AutoCAD SHX Text

ENT.

AutoCAD SHX Text

ENT.

AutoCAD SHX Text

ENT.

AutoCAD SHX Text

ENT.

AutoCAD SHX Text

7 STY. BRICK BUILDING 3

AutoCAD SHX Text

CONC. RAMP

AutoCAD SHX Text

CONC. RAMP

AutoCAD SHX Text S.F.C.

AutoCAD SHX Text

GR 3.72

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

STM.

AutoCAD SHX Text

VA POLICE STATION POST 7

AutoCAD SHX Text

VENT

AutoCAD SHX Text

FDC

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6.29

AutoCAD SHX Text 5.48

AutoCAD SHX Text 6.51

AutoCAD SHX Text 7.87

AutoCAD SHX Text 7.70

AutoCAD SHX Text 8.12

AutoCAD SHX Text 8.11

AutoCAD SHX Text

RIM 6.24

AutoCAD SHX Text

RIM 6.84

AutoCAD SHX Text 7.19

AutoCAD SHX Text 6.02

AutoCAD SHX Text 7.55

AutoCAD SHX Text 7.77

AutoCAD SHX Text 8.21

AutoCAD SHX Text 10.11

AutoCAD SHX Text 10.07

AutoCAD SHX Text 6.70

AutoCAD SHX Text 7.4

AutoCAD SHX Text 6.41

AutoCAD SHX Text

CONC. DWY.

AutoCAD SHX Text

7' I.F. GATE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EPU

AutoCAD SHX Text

AutoCAD SHX Text F I R S T A V E N U E

AutoCAD SHX Text A S S E R L E V Y P L A C E

AutoCAD SHX Text E A S T 2 3 r d. S T R E E T

AutoCAD SHX Text

BLDG 3

AutoCAD SHX Text

BLDG 2

AutoCAD SHX Text

BLDG 4 / 5

AutoCAD SHX Text

E A S T 25 TH STREET

AutoCAD SHX Text

BLDG 1

AutoCAD SHX Text N

AutoCAD SHX Text

BLDG 6

AutoCAD SHX Text

SCALE: 1/4" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text

SCALE: 1/4" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

D E P T H

O

F

T R E N

C H

S E E

S P E C I F I C A T I O

N

D E P T H

V A R I E S

1-0"Ø

MIN.

EFB ET/EFB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VA NY Manhattan Campus

423 E 23RD Street, New York, NY 10010

630-600A

Project Director

Revisions: Date:

A/E:

AECOM

3101 WILSON BLVD, SUITE 900

ARLINGTON, VA. 22201

703-682-4900

WWW.AECOM.COM

Construction Document Refresh

Key Plan

Balance of Work

9/12/2022

B-CS103

DETAILS

EDGE OF SLAB

NOTES:

1. EXPANSION JOINTS IN THE STEEL CURB FACING AND CONCRETE

BACKING SHALL BE AT A MAXIMUM SPACING OF 24 FEET.

2. NO PIECE OF STEEL FACING SHALL HAVING LESS THAN 2 WELDED

DOWELS MAY BE INSTALLED UNLESS THAT PIECE IS WELDED TO

THE ADJACENT STEEL CURB FACING.

3. STEEL SHALL CONFORM TO ASTM A36.

4. WHERE TWO PIECES OF STEEL CURB FACING ARE JOINED BUT

NOT WELDED, TWO 12" RODS, 24" LONG, SHALL BE INSERTED INTO

THE CONCRETE BACKING, ONE HALF THE LENGTH AT EACH SIDE

OF THE JOINT.

5. CONCRETE SHALL CONFORM WITH SECTION 32 05 23.

CONCRETE CURB WITH STEEL FACING

B2

4"

M

I N

" EXPANSION JOINT

14" X

" PLATE

"Ø X 12" O.C., STAGGERED TOP & BOTTOM

3000 PSI CONCRETE, MIN.

TOP OF PAVEMENT

CONCRETE PAVEMENT AND TRENCH REPAIR

C8

M

I N

TYPE 1 TRENCH PATCH (TRENCHS UP TO 4' WIDE)

F1

B-CS103

UTILITY TRENCH BACKFILL

F3

B-CS103

TYPE 2 TRENCH PATCH (GREATER THAN 4' WIDE)

F5

B-SC103

TEMPORARY CONSTRUCT FENCE

B-CS103

F8

6" X 4" VERTICAL WYE/CLEANOUT FOR

ACTIVE VEHICLE BARRIER DRAIN

C4

4" Ø PVC FROM BARRIER DRAINAGE

6" Ø DIP TO SITE DRAINAGE

6' X 4" VERTICAL WYE/

CLEANOUT

INV. EL. = 3.0 (4" PVC IN)

INV. EL. = 1.0 (6" DIP OUT)

ELEVATION

4" Ø PVC FROM BARRIER DRAINAGE

6" Ø DIP TO SITE DRAINAGE

INV. EL. = 0.90

INV. EL. = 3.0

GROUND SURFACE

6" CLEANOUT CASTING

RIM EL. = 4.6±

6' X 4" VERTICAL WYE

6" 90° BEND (SHORT)

4" 45° BEND

PROVIDE PVC TO DIP TRANSITION

COUPLING IF USING MJ FITTINGS

AutoCAD SHX Text

2" MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS GREATER.

AutoCAD SHX Text BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6'.

AutoCAD SHX Text REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text FOR TRENCH WIDTHS EXCEEDING 4' [1219mm] DELETE LOAD TRANSFER DOWELS.

AutoCAD SHX Text REFER TO NOTE 13 ON VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH PAVEMENT PATCH NOTES".

AutoCAD SHX Text

TRENCH BACKFILL

AutoCAD SHX Text CLASS C CONCRETE f'c=3000 PSI [20.7 MPa]

AutoCAD SHX Text

ASPHALTIC CONCRETE

AutoCAD SHX Text

SAW CUT EXISTING. ASPHALT FULL DEPTH BOTH SIDES

AutoCAD SHX Text

TACK COAT (TYP.)

AutoCAD SHX Text

EXISTING PAVEMENT (TYP)

AutoCAD SHX Text

EXISTING ASPHALT CONCRETE PAVEMENT (TYP)

AutoCAD SHX Text 6"-14" [150-355mm]

AutoCAD SHX Text LOAD TRANSFER DOWELS. REFER TO VA STANDARD DETAIL 32 12 16-04 FOR PLACEMENT DETAILS

AutoCAD SHX Text %%uGENERAL NOTES

AutoCAD SHX Text

1. MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS FOR THE APPLICABLE UTILITY PIPE. 2. TRENCH BACKFILL SHALL COMMENCE 1 FOOT ABOVE THE TOP OF PIPE AND SHALL BE AS SPECIFIED TRENCH BACKFILL SHALL COMMENCE 1 FOOT ABOVE THE TOP OF PIPE AND SHALL BE AS SPECIFIED 3. BACKFILL COMPACTION REQUIREMENTS AS SPECIFIED BACKFILL COMPACTION REQUIREMENTS AS SPECIFIED 4. THE 1 FOOT TRENCH "SHOULDER" AREAS SHALL BE DELETED FOR TYPE 2 TRENCHES. THE 1 FOOT TRENCH "SHOULDER" AREAS SHALL BE DELETED FOR TYPE 2 TRENCHES. 5. ABC SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN SECTION 32 12 16. ABC SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN SECTION 32 12 16. 6. PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED 32 05 23. PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED 32 05 23. 7. ASPHALTIC TACK MATERIAL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN SECTION 32 12 16. ASPHALTIC TACK MATERIAL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN SECTION 32 12 16. 8. ASPHALTIC CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 12 16. ASPHALTIC CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 12 16. 9. BITUMINOUS SURFACE TREATMENT (CHIP SEAL) SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE BITUMINOUS SURFACE TREATMENT (CHIP SEAL) SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE SPECIFICATION SECTION 32 12 16. 10. LOAD TRANSFER DOWELS FOR JOINTS TRANSVERSE TO THE ROADWAY CENTERLINE SHALL BE SMOOTH STEEL DOWELS IN LOAD TRANSFER DOWELS FOR JOINTS TRANSVERSE TO THE ROADWAY CENTERLINE SHALL BE SMOOTH STEEL DOWELS IN ACCORDANCE WITH THE REQUIREMENTS OF APPLICABLE SPECIFICATION SECTION. DOWELS SHALL BE SIZED AND SPACED AS FOLLOWS: PCCP THICKNESS DOWEL SIZE DOWEL LENGTH DOWEL SPACING THICKNESS DOWEL SIZE DOWEL LENGTH DOWEL SPACING DOWEL SIZE DOWEL LENGTH DOWEL SPACING DOWEL LENGTH DOWEL SPACING DOWEL SPACING 6" [150mm] #5 [No. 16] 12" [305mm] 18" [455mm] #5 [No. 16] 12" [305mm] 18" [455mm] 12" [305mm] 18" [455mm] 18" [455mm] 7" [180mm] #6 [No. 19] 15" [380mm] 15" [380mm] #6 [No. 19] 15" [380mm] 15" [380mm] 15" [380mm] 15" [380mm] 15" [380mm] 8" [180mm] #8 [No. 19] 15" [380mm] 12" [305mm] #8 [No. 19] 15" [380mm] 12" [305mm] 15" [380mm] 12" [305mm] 12" [305mm] 10" [180mm] #10 [No. 19] 15" [380mm] 12" [305mm] #10 [No. 19] 15" [380mm] 12" [305mm] 15" [380mm] 12" [305mm] 12" [305mm] 11. DEFORMED TIE BARS SHALL BE USED IN TRENCH PATCHES LONGITUDINAL TO THE ROADWAY CENTERLINE WHEN THE TRENCH DEFORMED TIE BARS SHALL BE USED IN TRENCH PATCHES LONGITUDINAL TO THE ROADWAY CENTERLINE WHEN THE TRENCH LENGTH IS GREATER THAN 50 FEET [15240mm]. TIE BARS SHALL BE 24 INCHES [610mm] LONG. DEFORMED #4 [No. 13] BARS FOR PCCP LESS THAN 8 INCHES [205mm] THICK AND #5 [No. 16] BARS IF 8 INCHES [205mm] THICK OR MORE. TIE BARS SHALL BE PLACED 30 INCHES [760mm] CENTER-TO-CENTER. 12. HOLES SHALL BE DRILLED 1 FOOT [305mm] INTO THE EXISTING SLAB FOR TIE BARS AND 7 INCHES [180mm] FOR DOWELS. HOLES SHALL BE DRILLED 1 FOOT [305mm] INTO THE EXISTING SLAB FOR TIE BARS AND 7 INCHES [180mm] FOR DOWELS. HOLES SHALL BE OF A DIAMETER SUFFICIENT TO ACCOMMODATE THE TIE BAR ANCHORAGE OR DOWEL CAP. TIE BARS SHALL BE ANCHORED WITH AN APPROVED HIGH VISCOSITY EPOXY. 13. IF THE CONCRETE SLAB REMAINING NEXT TO A LONGITUDINAL OR TRANSVERSE JOINT IS LESS THAN 6 FEET [1829mm] AT IF THE CONCRETE SLAB REMAINING NEXT TO A LONGITUDINAL OR TRANSVERSE JOINT IS LESS THAN 6 FEET [1829mm] AT ITS NARROWEST WIDTH, REMOVE AND REPLACE THE EXISTING CONCRETE TO THE JOINT.

AutoCAD SHX Text FOR TRENCH WIDTHS EXCEEDING 4' [1219mm] DETAIL F6/B-CS103 "TYPE 2 UTILITY TRENCH PATCH". FOR TRENCH WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENT EXISTS, REFER TO 32 12 16-03 "TYPE 3 UTILITY TRENCH PATCH".

AutoCAD SHX Text

2" MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS GREATER.

AutoCAD SHX Text BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].

AutoCAD SHX Text 4" MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER IS GREATER.

AutoCAD SHX Text REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text

TRENCH BACKFILL

AutoCAD SHX Text

ABC 100% MIN. COMPACTION

AutoCAD SHX Text

ASPHALTIC CONCRETE

AutoCAD SHX Text

SAW CUT EXISTING. ASPHALT FULL DEPTH BOTH SIDES

AutoCAD SHX Text

TACK COAT (TYP.)

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text 4" MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER IS GREATER. PORTLAND CEMENT CONCRETE (PCC) THICKNESS EQUAL TO EXISTING.

AutoCAD SHX Text FOR TRENCH WIDTHS 4' OR LESS REFER TO DETAIL F1/B-CS103 "TYPE 1 UTILITY TRENCH PATCH". FOR TRENCH WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENT EXISTS, REFER TO 32 12 16-03 "TYPE 3 UTILITY TRENCH PATCH".

AutoCAD SHX Text

2" MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS GREATER.

AutoCAD SHX Text BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].

AutoCAD SHX Text REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text

GREATER THAN 4'-0"

AutoCAD SHX Text

TRENCH BACKFILL

AutoCAD SHX Text

SAW CUT EXISTING. ASPHALT FULL DEPTH BOTH SIDES

AutoCAD SHX Text

TACK COAT (TYP.)

AutoCAD SHX Text

EXISTING ASPHALT CONCRETE PAVEMENT

AutoCAD SHX Text

ACCORDANCE WITH AGENCY REQUIREMENTS

AutoCAD SHX Text

GRANULAR MATERIAL OR PCC

AutoCAD SHX Text

2'-0"(MAX) UP TO 1'-0"

AutoCAD SHX Text

ABOVE TOP OF PIPE

AutoCAD SHX Text

6" MIN

AutoCAD SHX Text

BACKFILL TO FINISHED

AutoCAD SHX Text

GRADE W/COMPACTED

AutoCAD SHX Text

BACKFILL

AutoCAD SHX Text

SELECT BACKFILL

AutoCAD SHX Text

(NO STONE

AutoCAD SHX Text

APPROX FIN GRADE

AutoCAD SHX Text

WARNING TAPE

AutoCAD SHX Text

3/4" CRUSHED STONE OR

AutoCAD SHX Text

PEA GRAVEL BEDDING

AutoCAD SHX Text

AutoCAD SHX Text

UNLESS OTHERWISE

AutoCAD SHX Text

AutoCAD SHX Text

GREATER THAN 2")

AutoCAD SHX Text

TRENCH LIMIT

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

INDICATED OR SPECIFIED

AutoCAD SHX Text

LINE OF NARROW

AutoCAD SHX Text NOTES: 1. COMMON FILL, SELECT BACKFILL AND/OR PIPE BEDDING SHALL BE COMPACTED IN COMMON FILL, SELECT BACKFILL AND/OR PIPE BEDDING SHALL BE COMPACTED IN ACCORDANCE WITH ASTM D1557 UNLESS OTHERWISE DIRECTED. 2. PROVIDE APPROPRIATE TRENCH SUPPORT IN CONFORMANCE WITH OSHA REGULATIONS. PROVIDE APPROPRIATE TRENCH SUPPORT IN CONFORMANCE WITH OSHA REGULATIONS. 3. FUEL OIL SUPPLY AND RETURN PIPES SHALL BE DOUBLE CONTAINMENT PIPE. SEE FUEL OIL SUPPLY AND RETURN PIPES SHALL BE DOUBLE CONTAINMENT PIPE. SEE MECHANICAL DRAWINGS.

AutoCAD SHX Text

SEE NOTE 3

AutoCAD SHX Text

REATTACH FABRIC

AutoCAD SHX Text

AS NECESSARY WITH

AutoCAD SHX Text

RUST RESISTING TIES

AutoCAD SHX Text

AT 12" O.C. ON POSTS

AutoCAD SHX Text

AND 24" O.C. ALONG

AutoCAD SHX Text

POURED CONCRETE

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

GALVANIZED STEEL

AutoCAD SHX Text

CHAINLINK FENCE

AutoCAD SHX Text

TOP AND BOTTOM RAIL/WIRE

AutoCAD SHX Text NOTES: PROVIDE TEMPORARY CONSTRUCTION FENCE IN ACCORDANCE WITH SPECIFICATION SECTION 01 00 00 OR AS DIRECTED BY THE RE.

AutoCAD SHX Text F I R S T A V E N U E

AutoCAD SHX Text A S S E R L E V Y P L A C E

AutoCAD SHX Text E A S T 2 3 r d. S T R E E T

AutoCAD SHX Text

BLDG 3

AutoCAD SHX Text

BLDG 2

AutoCAD SHX Text

BLDG 4 / 5

AutoCAD SHX Text

E A S T 25 TH STREET

AutoCAD SHX Text

BLDG 1

AutoCAD SHX Text N

AutoCAD SHX Text

BLDG 6

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text

SCALE: N.T.S.

SCALE: NTS

B-CD101-PARTIAL GROUND FLOOR DEMOLITION PLAN - CIVIL
Sheets and Views
PARTIAL GROUND FLOOR DEMOLITION PLAN - CIVIL
B-CS101-PARTIAL GROUND FLOOR SITE PLAN - CIVIL
Sheets and Views
PARTIAL GROUND FLOOR SITE PLAN - CIVIL
B-CS102-PARTIAL GROUND FLOOR GRADING PLAN - CIVIL
Sheets and Views
PARTIAL GROUND FLOOR GRADING PLAN - CIVIL
B-CS103-DETAILS
Sheets and Views
DETAILS

File details come from the government source that posted it. Updated .