876-MM24-02 Full Drawings - Salisbury Natl Cem.pdf

PDF 23 MB Posted Jan 16, 2024

Attached to: Y1PZ--IFB (FY-24) | SALISBURY NATIONAL CEMETERY (HISTORIC) | MINI MINOR PROJECT NO. 876-MM24-02 | BRIDGE & HISTORIC REPAIRS. .. .. .. mini minor project 876-MM24-02 Bridge and Historic Repairs
Solicitation number: 36C78624B0009
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Jan 16, 2024

This document outlines a federal contract opportunity for bridge and historic repairs at the Salisbury National Cemetery in North Carolina. The Department of Veterans Affairs National Cemetery Administration is soliciting bids under solicitation number 36C78624B0009 for minor project number 876-MM24-02. The contractor will be responsible for furnishing all labor, materials, tools, equipment, and supervision to perform work described in the Statement of Work, Specifications and Drawings. This includes bridge and historic repairs at the Salisbury National Cemetery located at 202 Government Rd. in Salisbury, North Carolina. The contractor must have the capability to complete all aspects of the project as described.

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Other files

File	Type	Posted
36C78624B0009 A0002.docx	DOCX document	Feb 1, 2024
Virtual Bid Opening Salisbury National Cemetery.pdf	PDF	Jan 16, 2024
36C78624B0009 A0001.docx	DOCX document	Jan 16, 2024
IFB Cost Estimate Worksheet Salisbury Natl Cem FY24.xlsx	XLSX spreadsheet	Dec 20, 2023
876-MM24-02 SOW.pdf	PDF	Dec 20, 2023
36C78624B0009_1.docx	DOCX document	Dec 20, 2023
Wage Determination Rowan County Salisbury NC.pdf	PDF	Dec 20, 2023
876-MM24-02 Full Specifications.pdf	PDF	Dec 20, 2023

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C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

ROWAN COUNTY, NORTH CAROLINA

HISTORIC SALISBURY

NATIONAL CEMETERY

RESTORATION PROJECT

11-01-2021

876-MM21-06

11-01-2021

OCMI

COST ESTIMATOR

(202) 229-0530

ATRIAX GROUP

STRUCTURAL ENGINEER

(828) 315-9962 GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

4501 Daly Drive, Suite 200 Chantilly, VA 20151

(703) 263-1900

CESI

GEOTECHNICAL ENGINEER

(704) 786-5404

SACKS

SURVEYOR

(336) 931-0566

Prepared by:

CONSULTANTS ARCHITECT/ENGINEER OF RECORD SITE SURVEY

JDSDLM

V-001

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CONSTRUCTION BID DOCUMENTS

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S S

CONTRACTOR

STAGING AREA, TYP.

PRIMARY CONSTRUCTION

ACCESS ROUTE, TYP.

ORIGINAL HISTORIC

CEMETERY ENTRANCE

PRIMARY CEMETERY

EXPANSION ENTRANCE

SECONDARY CEMETERY

EXPANSION ENTRANCE;

GATE IS LOCKED

SOUTH CLAY STREET

SOUTH RAILROAD STREET

MILITARY AVENUE

EAST MONROE STREET SOUTH LO

NG STREET

SOUTH SHAVER STREET

C O

LINCOLN PARK

FRED M. EVANS POOL

CEMETERY PEDESTRIAN

ENTRANCE

CEMETERY

LODGE; CLOSED

TO THE PUBLIC

PUBLIC

RESTROOMS

CEMETERY

MAINTENANCE

FACILITY

APPROXIMATE CEMETERY

PROPERTY BOUNDARY

G O

COMMITTAL SERVICE

SHELTER

U.S. FLAG

SECONDARY CEMETERY

EXPANSION ENTRANCE

C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

ROWAN COUNTY, NORTH CAROLINA

HISTORIC SALISBURY

NATIONAL CEMETERY

RESTORATION PROJECT

11-01-2021

876-MM21-06

11-01-2021

OCMI

COST ESTIMATOR

(202) 229-0530

ATRIAX GROUP

STRUCTURAL ENGINEER

(828) 315-9962 GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

4501 Daly Drive, Suite 200 Chantilly, VA 20151

(703) 263-1900

CESI

GEOTECHNICAL ENGINEER

(704) 786-5404

SACKS

SURVEYOR

(336) 931-0566

Prepared by:

CONSULTANTS ARCHITECT/ENGINEER OF RECORD

NORTH

OVERALL DEVELOPMENT PLAN

JDSDLM

GC001

60402060 0

Scale: 1" = 60'

LEGEND

APPROXIMATE PROPERTY LINE

GENERAL NOTES:

1. PROPERTY BOUNDARY, TOPOGRAPHIC INFORMATION

AND EXISTING CONDITIONS PER PROJECT SURVEY

COMPLETED BY SACKS SURVEYING AND MAPPING

(7/2/2021). SEE SURVEYOR'S NOTES ON V-001.

2. THE APPROXIMATE LIMITS OF DEVELOPMENT SHOWN

HEREIN IS NOT MEANT TO BE AN ALL-INCLUSIVE

BOUNDARY FOR WORK TO BE COMPLETED AS PART OF

THIS PROJECT. THE LIMITS SHOWN REPRESENT AREAS

WHICH REQUIRE SIGNIFICANT WORK ACTIVITY AND MAY

EXTEND BEYOND THE LIMITS OF DISTURBANCE TO

INCLUDE STAGING/LAYDOWN AREAS AND/OR AREAS OF

WORK THAT MAY NOT RESULT IN LAND DISTURBANCE.

3. BURIAL CEREMONIES MAY BE SCHEDULED

THROUGHOUT THE COURSE OF THIS PROJECT. DURING

ALL CEREMONIES, ALL WORK MUST STOP, ESPECIALLY

WHEN HEAVY ACTIVITY OR NOISE PRODUCING WORK IS

BEING DONE. LIGHT WORK ACTIVITY CAN CONTINUE IF

IT DOES NOT CREATE NOISE OR DISTRACTIONS TO THE

CEREMONY. COORDINATE DAILY ACTIVITIES WITH THE

CEMETERY DIRECTOR OR APPROVED REPRESENTATIVE

TO ACCOMMODATE SCHEDULED BURIALS.

4. DUE TO THE SENSITIVE NATURE OF THE CEMETERY

SITE, CONTRACTOR SHALL MAINTAIN EACH WORK AREA

IN A CLEAN AND ORDERLY APPEARANCE. TRASH AND

WASTE MATERIALS SHALL BE STORED IN APPROVED

CONTAINERS AND ROUTINELY DISPOSED OF OFF-SITE.

CLEANUP SHALL BE REQUIRED AT THE END OF EACH

DAY AND/OR MORE FREQUENTLY AS REQUIRED.

5. AFFECT OF WORK ON PUBLIC ACCESS SHALL BE

MINIMAL AND SHALL BE COORDINATED WITH THE

CEMETERY DIRECTOR. ANY ALTERED PUBLIC TRAFFIC

SHALL BE WELL DEFINED WITH PROFESSIONALLY MADE

SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL

METHODS.

6. THERE SHALL BE AT ALL TIMES WHEN WORK IS BEING

DONE, A COMPETENT PERSON WHO IS APPRISED OF

THE CONDITION AND PROGRESS OF ALL AREAS OF

WORK ON SITE. THIS PERSON SHALL BE ABLE TO

SPEAK FOR AND ACT ON THE BEHALF OF THE

CONTRACTOR. THEY SHALL BE AWARE AND

KNOWLEDGEABLE OF ALL SAFETY CONCERNS ON THE

JOB SITE AND SHALL BE EMPOWERED TO IMMEDIATELY

AND EFFECTIVELY MITIGATE THE ACTIONS OF ANY

WORKMAN ON SITE.

7. THE CONTRACTOR IS RESPONSIBLE FOR ANY

DISTURBANCE OR DAMAGE INSIDE AND OUTSIDE THE

LIMIT OF DEVELOPMENT DUE TO THEIR CONTRACT

OPERATIONS.

8. REPAIR AND/OR RESTORE ALL DAMAGED EXISTING

AREAS, GOVERNMENT FURNISHED PROPERTY,

STRUCTURES, ROADS, UTILITIES AND OTHER ITEMS

USED FOR AND/OR DURING CONSTRUCTION TO THEIR

ORIGINAL CONDITION OR BETTER.

PRIMARY CONSTRUCTION

ACCESS ROUTE

APPROXIMATE LIMITS OF

DEVELOPMENT

RECONFIGURE MATERIALS

STORAGE AREA WITH NEW

MATERIALS STORAGE BIN

AND PRIVACY FENCING;

SEE SHEETS S-100 & S-103

RENOVATE BOX CULVERT RAILING

AND STABILIZE CREEK CHANNEL;

SEE SHEETS S-100 & S-102

RESTORE WROUGHT

WESTERN IRON FLOOD

GATE; SEE SHEET CI202

RESTORE EASTERN WROUGHT IRON

FLOOD GATE; SEE SHEET CI202

GOVERNMENT ROAD MILL & PAVE AND

PARTIAL FULL-DEPTH PAVEMENT

REPLACEMENT; SEE SHEETS CD001 & CP001

REPAIR GOVERNMENT ROAD

BRIDGE STRUCTURE AND RESTORE

WROUGHT IRON RAILINGS; SEE

SHEETS S-100 & S-101

REPLACE CURBS AND SIDEWALKS AT

ORIGINAL HISTORIC CEMETERY

ENTRANCE; SEE SHEETS CD001 & CP001

SEQUENCING NOTES:

1. CONTRACTOR TO COORDINATE SCHEDULING OF

GOVERNMENT ROAD AND SOUTH RAILROAD STREET

SIDEWALK WORK WITH THE CEMETERY DIRECTOR/COR

TO MINIMIZE DISRUPTIONS TO VISITORS AND STAFF.

1.1. SHOULD PHASED WORK BE REQUIRED BY THE

CEMETERY DIRECTOR/COR, CONTRACTOR TO

COMPLETE WORK IN A PHASED MANNER AT NO

ADDITIONAL COST TO THE GOVERNMENT.

2. RESTORATION WORK ON THE GOVERNMENT ROAD

BRIDGE OVER PIGEON CREEK TO BE COMPLETED

PRIOR TO COMMENCING MILLING AND PAVING OF

GOVERNMENT ROAD.

3. INSTALL PRIVACY FENCING AT MATERIALS STORAGE

AREA PRIOR TO COMMENCING DEMOLITION, REMOVAL

AND REPLACEMENT OF MATERIALS STORAGE BIN.

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CONSTRUCTION BID DOCUMENTS

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SOUTH RAILROAD STREET

MILL ASPHALT PAVEMENT

(2-3/4" DEPTH)

INLET PROTECTION

SAWCUT AND REMOVE CONCRETE

PAVEMENT AND CURBS AT EXISTING

PAVEMENT JOINT; PROTECT ADJACENT

STONE WALL, PIERS, GATES, ROADWAY,

SIDEWALK AND CURBS FROM DAMAGE

DURING CONSTRUCTION

REMOVE ASPHALT PAVEMENT

OVERLAYING (ON TOP OF) APPROXIMATE

12"-WIDE CONCRETE GUTTERS;

CONCRETE GUTTERS TO REMAIN

EXISTING CONCRETE CURBING

& GUTTER TO REMAIN

SAWCUT AND REMOVE CONCRETE

PAVEMENT AND CURBS AT EXISTING

PAVEMENT JOINT; PROTECT ADJACENT

STONE WALL, PIERS, GATES, ROADWAY,

SIDEWALK AND CURBS FROM DAMAGE

DURING CONSTRUCTION

SAWCUT TO PROVIDE

CLEAN AND STRAIGHT

TRANSITION FROM

SOUTH RAILROAD

STREET TO

GOVERNMENT ROAD MILL

AND PAVE WORK, SEE

NOTE 4

REMOVE EXISTING GATE DROP

ROD (CANE BOLT) RECEIVING

SLEEVES; TO BE REPLACED BY

OTHERS AS PART OF THE

LODGE RESTORATION PROJECT

REMOVE AND DISPOSE

OF EXISTING CATCH

BASIN GRATES

SEE SHEETS S-100 AND S-102

FOR SITE PREPARATION

WORK IN THIS AREA

REMOVE ASPHALT, STONE, AND

SOIL TO A DEPTH OF 14.5"

BELOW FINISHED GRADE

EXISTING CONCRETE CURBING

& GUTTER TO REMAIN

FULL DEPTH ASPHALTAND SUBBASE REMOVAL

2-3/4" ASPHALTMILL/REMOVAL

CI501

20.00'

BEGIN FULL-DEPTH ASPHALT AND

SUBBASE REMOVAL APPROXIMATELY

20' SOUTH OF EXISTING SPIGOT

CI501

REMOVE ASPHALT PAVEMENT

OVERLAYING (ON TOP OF) APPROXIMATE

12"-WIDE CONCRETE GUTTERS;

CONCRETE GUTTERS TO REMAIN

CI501

C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

ROWAN COUNTY, NORTH CAROLINA

HISTORIC SALISBURY

NATIONAL CEMETERY

RESTORATION PROJECT

11-01-2021

876-MM21-06

11-01-2021

OCMI

COST ESTIMATOR

(202) 229-0530

ATRIAX GROUP

STRUCTURAL ENGINEER

(828) 315-9962 GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

4501 Daly Drive, Suite 200 Chantilly, VA 20151

(703) 263-1900

CESI

GEOTECHNICAL ENGINEER

(704) 786-5404

SACKS

SURVEYOR

(336) 931-0566

Prepared by:

CONSULTANTS ARCHITECT/ENGINEER OF RECORD

CEMETERY KEY MAP

HISTORIC SALISBURY

NATIONAL CEMETERY

ROADWAY PREPARATION &

REMOVALS PLAN

JDSDLM

CD001

10 5 10 15 2020 0

Scale: 1" = 20'

LEGEND

EXISTING VEGETATION

CONCRETE PAVEMENT &

CURB REMOVAL

2-3/4" ASPHALT MILL/REMOVE

CATCH BASIN INLET

PROTECTION

1" = 20'

GOVERNMENT ROAD1

SAWCUT PAVEMENT, TYP.

NOTES:

1. LOCATIONS OF EXISTING UNDERGROUND UTILITIES

SHOWN HEREIN ARE APPROXIMATE AND HAVE NOT

BEEN INDEPENDENTLY VERIFIED. THE CONTRACTOR

SHALL DETERMINE THE EXACT LOCATION OF ALL

EXISTING UTILITIES BEFORE COMMENCING WORK TO

AVOID DAMAGE TO THE SAME; REPAIR OF DAMAGED

UTILITIES SHALL BE AT NO COST TO THE VA.

2. COORDINATE SEQUENCING OF ROAD AND SIDEWALK

WORKS PER SEQUENCING NOTES ON GC001.

3. AFTER PAVEMENT MILLING IS COMPLETE THE

CONTRACTOR SHALL REQUEST THE OWNER'S

REPRESENTATIVE REVIEW THE CONDITION OF THE

EXISTING CONCRETE GUTTERS. CURRENT CONCRETE

GUTTER CONDITION IS UNKNOWN. GUTTER AND CURB

APPEAR TO BE A UNIFORM POUR.

4. IF TEMPORARY LANE CLOSURE OF CITY STREETS IS

REQUIRED TO COMPLETE WORK IN CONTRACT

DOCUMENTS THE CONTRACTOR SHALL COORDINATE

WITH THE CITY OF SALISBURY TRAFFIC ENGINEERING

COORDINATOR FOR APPROVAL AND REQUIREMENTS.

CONTACT EITHER BRYAN ALSTON OR VICKIE EDDLEMAN

AT (704) 638-5200. ADDITIONAL TRAFFIC MITIGATION

REQUIREMENTS FOR TEMPORARY LANE CLOSURE

SHALL BE AT NO ADDITIONAL COST TO THE VA.

5. SEE SEQUENCING NOTES ON SHEET GC001.

REMOVALS, TYP.

FULL DEPTH ASPHALT

& SUBBASE REMOVAL

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PLS L-4519, ON 19 JULY, 2021. THIS

AutoCAD SHX Text AND ISSUED BY MICHAEL A. McKIBBIN

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ORIGINAL DOCUMENT SIGNED, SEALED,

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FEMA 100-YEAR

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SOUTH RAILROAD STREET

2.5" ASPHALT TOP COURSE

TOP COURSE OF PAVEMENT TO BE

PLACED TO ASSURE POSITIVE PITCH

TO EXISTING CATCH BASINS IS

PROVIDED

EXISTING CONCRETE

GUTTER TO REMAIN,

PAVEMENT TO BE FLUSH

WITH TOP OF CONCRETE

GUTTER

INSTALL NEW 12"X12" CAST

IRON CATCH BASIN GRATES;

ENSURE GRATES SIT SMOOTH

AND FLUSH WITH ADJACENT

PAVEMENT AND GUTTER

ASPHALT TOP COURSE PAVEMENT TO

BE FLUSH WITH EXISTING CONCRETE

PAVEMENT TO REMAIN, TYP.

SEE SHEETS S-102 & CI202

FOR IMPROVEMENTS IN

THIS AREA

FULL DEPTH ASPHALT

PAVEMENT

EXISTING CONCRETE

GUTTER TO REMAIN,

PAVEMENT TO BE FLUSH

WITH TOP OF CONCRETE

SEE ENLARGEMENT, THIS SHEET

FULL DEPTHASPHALT PAVEMENT

2-1/2" ASPHALTTOP COURSE

CI501

RESTORE WROUGHT

WESTERN IRON FLOOD

GATE; SEE SHEET CI202

CI501

CONCRETE PAVEMENT WITH FLUSH CONCRETE

CURBS; PROVIDE POSITIVE DRAINAGE TO

SOUTH WATER STREET AND SMOOTH AND

FLUSH TRANSITIONS TO ADJACENT PAVEMENTS

TOP COURSE OF PAVEMENT TO BE

PLACED TO ASSURE POSITIVE PITCH TO

SOUTH RAILROAD STREET IS PROVIDED

PAVEMENT TO BE

FLUSH WITH SOUTH

RAILROAD STREET, TYP.

ASPHALT MILLING & PAVING AS WELL AS CONCRETE

PAVEMENT WORK IS TO BE COORDINATED WITH

ADJACENT MAIN ENTRY GATES TO ENSURE FULLY

FUNCTIONAL GATES (EXISTING GATES ARE HITTING

ASPHALT PAVEMENT AND DO NOT FUNCTION). - MAIN

ENTRY GATES TO BE RESTORED AS PART OF A

SEPARATE PROJECT INCLUDING THE REPLACEMENT

OF EXISTING CANE BOLT SLEEVES IN THE PAVEMENT

DETECTABLE

WARNING PLATES;

SEE SPECS &

INSTALL PER

MANUFACTURER'S

RECOMMENDATIONS

CI501

CONCRETE COPING

AROUND CAST IRON

GATE COLUMNS (ON

TOP OF CONCRETE

PAVEMENT), TYP.3

CI201

C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

ROWAN COUNTY, NORTH CAROLINA

HISTORIC SALISBURY

NATIONAL CEMETERY

RESTORATION PROJECT

11-01-2021

876-MM21-06

11-01-2021

OCMI

COST ESTIMATOR

(202) 229-0530

ATRIAX GROUP

STRUCTURAL ENGINEER

(828) 315-9962 GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

4501 Daly Drive, Suite 200 Chantilly, VA 20151

(703) 263-1900

CESI

GEOTECHNICAL ENGINEER

(704) 786-5404

SACKS

SURVEYOR

(336) 931-0566

Prepared by:

CONSULTANTS ARCHITECT/ENGINEER OF RECORD

CEMETERY KEY MAP

HISTORIC SALISBURY

NATIONAL CEMETERY

PAVEMENT REPLACEMENT

PLAN

JDSDLM

CP001

10 5 10 15 2020 0

Scale: 1" = 20'

LEGEND

EXISTING VEGETATION

2.5" ASPHALT TOP

COURSE

CONCRETE PAVEMENT

LIMIT OF DISTURBANCE

ROADWAY PAVING & GRADING NOTES:

1. CONTRACTOR TO MATCH GRADES OF EXISTING

CONCRETE GUTTER EDGE ALONG GOVERNMENT ROAD,

PROVIDING A SMOOTH AND FLUSH TRANSITION

BETWEEN NEW ASPHALT PAVEMENT AND EXISTING

CONCRETE GUTTERS, ADJACENT PAVEMENTS AND

STRUCTURES, ETC. ROAD SHALL PROVIDE 2% CROWN

TO GUTTER EDGE.

2. PONDING OF ANY KIND ON NEWLY PAVED SURFACES IS

NOT ACCEPTABLE.

3. SEE SHEET CI201 FOR PHOTOGRAPH ELEVATIONS OF

THE MAIN ENTRY GATES FOR ADDITIONAL

CONTEXT/REFERENCE AS IT RELATES TO PAVEMENT

IMPROVEMENTS INCLUDED IN THIS PROJECT.

4. SEE SEQUENCING NOTES ON SHEET GC001.

FULL DEPTH ASPHALT

PAVEMENT

SCALE: 1"=10'

ENTRANCE ENLARGEMENT1

SIDEWALK NOTES:

1. CONTRACTOR TO COORDINATE WITH THE CITY'S

PUBLIC WORKS DEPARTMENT REGARDING POTENTIAL

INSPECTION REQUIREMENTS PRIOR TO POURING

CONCRETE. CONTACT CHRIS TESTER AT (704) 638-7554.

2. SEE SEQUENCING NOTES ON SHEET GC001.

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PLS L-4519, ON 19 JULY, 2021. THIS

AutoCAD SHX Text AND ISSUED BY MICHAEL A. McKIBBIN

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MEDIA SHALL NOT BE CONSIDERED

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ORIGINAL DOCUMENT SIGNED, SEALED,

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SPIGOT

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RIPRAP CREEK

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CONCRETE

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BRIDGE

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IN 708.60

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OUT 708.57

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IN 709.18

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OUT 709.01

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8" TCP

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INV 711.63

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RIM 724.52

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OUT 717.80

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TBM

C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

ROWAN COUNTY, NORTH CAROLINA

HISTORIC SALISBURY

NATIONAL CEMETERY

RESTORATION PROJECT

11-01-2021

876-MM21-06

OCMI

COST ESTIMATOR

(202) 229-0530

ATRIAX GROUP

STRUCTURAL ENGINEER

(828) 315-9962 GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

4501 Daly Drive, Suite 200 Chantilly, VA 20151

(703) 263-1900

CESI

GEOTECHNICAL ENGINEER

(704) 786-5404

SACKS

SURVEYOR

(336) 931-0566

Prepared by:

CONSULTANTS ARCHITECT/ENGINEER OF RECORD

CEMETERY KEY MAP

HISTORIC SALISBURY

NATIONAL CEMETERY

11/01/2021

S E A L 024911

HAROLD J . MARV

I N

OFESSIONAL

ENGINEER

RTH CAROL I NA

STRUCTURAL EXISTING

CONDITIONS PLAN

S-100

HJMHJM

1"=10'1 EXISTING 5'-5" BRICK CULVERT - GOVERNMENT ROAD

1"=10'2 EXISTING MATERIALS STORAGE AREA

1"=10'3 EXISTING 3' X 8' CONCRETE BOX CULVERT - SERVICE ROAD

GRAPHIC SCALE

1" = 10'

10'0 20'5'

GRAPHIC SCALE

1" = 10'

10'0 20'5'

GRAPHIC SCALE

1" = 10'

10'0 20'5'

AutoCAD SHX Text

SPIGOT

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RIM 720.16

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ASPHALT DRIVE

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12" DRAIN

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OUT 717.67

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12" DRAIN

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RIPRAP CREEK

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CONC.

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CANAL

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12" RCP

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PROP. LINE (PER ROWAN COUNTY GIS)

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CHAIN LINK FENCE

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CONCRETE BRIDGE

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GUARD RAIL

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STONE WALL

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GRAVEL

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DRIVE

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CHAIN LINK FENCE

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CHAIN LINK FENCE

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DIRT

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PILE

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PROP. LINE (PER ROWAN COUNTY GIS)

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RIM 730.65

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IN(W) 723.54

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OUT(S) 723.14

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TCP

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WOODEN SCREEN FENCE IN DISREPAIR

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RCP = CONC. STORM PIPE

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DMUE = DRAINAGE MAINTENANCE &

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H/C = HANDICAP

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FFE = FINISHED FLOOR ELEVATION

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BFE = FEMA BASE FLOOD ELEVATION

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CMF = CONCRETE MONUMENT FOUND

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IPF = IRON PIPE FOUND

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RBF = IRON REBAR FOUND

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PKF = MAGNETIC NAIL FOUND

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XF = CHISLED "X" FOUND

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CP = COMPUTED POINT (NO CORNER

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IPS = IRON PIPE SET

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PKS = MAGNETIC NAIL SET

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XS = CHISLED "X" SET

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N/F = NOW OR FORMERLY

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R/W = RIGHT OF WAY

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MONUMENT FOUND OR SET)

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UTILITY EASEMENT

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T/C = TOP OF CURB

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INV = INVERT ELEVATION

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C/L = CENTERLINE

AutoCAD SHX Text Typ.= TYPICAL

AutoCAD SHX Text Ch. = CHORD

AutoCAD SHX Text Sta.= NCDOT ROADWAY STATION

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NT = NON-TANGENT CURVE

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VCP = VITRIFIED CLAY PIPE

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CMP = CORRUGATED METAL PIPE

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PDE = PERM. DRAINAGE EASEMENT

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TDE = TEMPORARY DRAINAGE ESMT.

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TCE = TEMP. CONSTRUCTION ESMT.

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PSS = PERM. SAN. SEWER EASEMENT

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EP = EDGE OF PAVEMENT

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TW = TOP OF WALL

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BW = BOTTOM OF WALL

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TS = TOP OF STEPS

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BS = BOTTOM OF STEPS

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CPP = CORRUGATED PLASTIC PIPE

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SIGN

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BOLLARD

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MAIL BOX

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CATV SERVICE

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HEATING/AIR UNIT

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HVAC

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XFMR

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OVERHEAD WIRES

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TEMP. BENCH MARK

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CATV VAULT

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ELEC. SERVICE/VAULT

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ELECTRIC MANHOLE

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GUY ANCHOR

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BFP

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GAS METER

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GAS VALVE

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ICV

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PIV

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SANITARY MANHOLE

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SANITARY CLEANOUT

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POST INDICATOR VALVE

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WATER VALVE MANHOLE

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BACKFLOW PREVENTOR

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IRRIGATION CONTROL VALVE

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FIRE HYDRANT

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WATER METER

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WATER VALVE

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LEGEND OF STANDARD SYMBOLS

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NOTES:

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THIS SURVEYOR DID NOT PERFORM A BOUNDARY SURVEY IN CONJUNCTION

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WITH THE PRESENT MAPPING. THERE MAY BE EASEMENTS, RIGHTS-OF-

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WAY, OR OTHER MATTERS AFFECTING THE SURVEY AREA WHICH ARE NOT

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SHOWN HEREON.

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ACCORDING TO FEMA FLOOD INSURANCE RATE MAP COMMUNITY PANEL

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#3710566900-J, EFFECTIVE 16 JUNE, 2009, A PORTION OF THIS SITE

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THIS SITE LIES WITHIN THE FEMA 100-YEAR FLOOD ZONE 'AE'. THE

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LIMITS OF SAID FLOOD ZONE ARE SHOWN PERE FEMA GIS DATA. THIS

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ANY UNDERGROUND IMPROVEMENTS ARE SHOWN HEREON BASED ON SURFACE

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EVIDENCE ONLY. THIS SURVEYOR CANNOT CERTIFY TO NOR ACCEPT

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LIABILITY FOR THE PRESENCE AND/OR LOCATION OF BURIED OR

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OTHERWISE NON-VISIBLE IMPROVEMENTS.

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UNLESS NOTED OTHERWISE

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ALL DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS

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N.C. GRID COORDINATES AND ELEVATIONS SHOWN HEREON WERE ESTABLISHED BY RAPID

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STATIC (VRS) GPS METHODS USING SPECTRA PRECISION SP-80 GPS EQUIPMENT,

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AVERAGE OF THREE INDEPENDENT GPS OBSERVATIONS WERE USED TO YIELD A

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LEAST-SQUARES ADJUSTMENT OF THE NAD 83 POSITIONS.

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HOLDING LOCAL CORS STATIONS AS AS A FIXED HORIZONTAL REFERENCE. A WEIGHTED

AutoCAD SHX Text Class of Survey: A

AutoCAD SHX Text Positional Accuracy: 0.03' Horiz. / 0.02' Vert.

AutoCAD SHX Text Type of GPS field procedure: Rapid Static (VRS)

AutoCAD SHX Text Date of Survey: 29 June, 2021

AutoCAD SHX Text Datum/Epoch: NAD 83 (2011)

AutoCAD SHX Text Published/fixed-control used: VRS/Local CORS Stations

AutoCAD SHX Text Geoid Model: Geoid 18

AutoCAD SHX Text Combined grid factor: 0.99986826

AutoCAD SHX Text Units: US Survey Feet

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PROPERTY LINES ARE SHOWN HEREON PER GIS DATA FROM ROWAN

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COUNTY AND ARE APPROXIMATE. IF THE LOCATION OF PROPERTY

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LINES IS CRITICAL, A BOUNDARY SURVEY OF SAID LINE(S) SHOULD

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BE PERFORMED PRIOR TO DEVELOPMENT OF THIS SITE.

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SURVEYOR DID NOT CONDUCT A FLOOD ELEVATION STUDY IN CONJUNCTION

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WITH THE PRESENT MAPPING.

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CONSTRUCTION BID DOCUMENTS

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REPOINT GRANITE BLOCK

WALL MORTAR JOINTS.

MATCH BEADED JOINT.

(TYP. BOTH SIDES)

REPOINT GRANITE BLOCK

WALL MORTAR JOINTS.

MATCH BEADED JOINT.

(TYP. BOTH SIDES) ; SEE

SPECS (TYP.)

REPOINT GRANITE BLOCK

WALL MORTAR JOINTS.

MATCH BEADED JOINT.

(TYP. BOTH SIDES) ; SEE

SPECS (TYP.)

REPOINT GRANITE BLOCK

WALL MORTAR JOINTS.

MATCH BEADED JOINT.

(TYP. BOTH SIDES)

TUCKPOINT AND REPOINT

BRICK HEADWALL MORTAR

JOINTS. (TYP. BOTH

HEADWALLS) ; SEE SPECS

(TYP.)

TUCKPOINT AND REPOINT

BRICK HEADWALL MORTAR

JOINTS ; SEE SPECS (TYP.)

CLEAN AND

REPAINT 36" X

176" RAILING

(TYP. EACH

SIDE) ; SEE

SPECS

REPOINT MORTAR IN GRANITE

BLOCK CAP MORTAR JOINTS.

(TYP. BOTH HEADWALLS)

BACKFILL AND STABILIZE

GROUND AT ALL RAIL FOOTINGS.

(TYP. BOTH HEADWALLS)

REPLACE 4" CONCRETE

WALKS

REPAIR 5'-5" DIA. 22' LONG BRICK CULVERT.

RELINE CULVERT WITH 54" DIA. POLYMER

COATED CORRUGATED STEEL PIPE ; SEE

DETAILS ON S-501 & S-502

REPLACE 4" CONCRETE

PAD

REPLACE 4" CONCRETE

PAD

APPROXIMATE LIMITS OF

DEVELOPMENT (TYP.)

TBM

DEMO CONCRETE WALKS

(BOTH SIDES)

DEMO SETTLED

CONCRETE PAD

DEMO

CONCRETE PAD

DEMO BROKEN

CONCRETE PAD

DEMO

CONCRETE PAD

C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

ROWAN COUNTY, NORTH CAROLINA

HISTORIC SALISBURY

NATIONAL CEMETERY

RESTORATION PROJECT

11-01-2021

876-MM21-06

OCMI

COST ESTIMATOR

(202) 229-0530

ATRIAX GROUP

STRUCTURAL ENGINEER

(828) 315-9962 GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

4501 Daly Drive, Suite 200 Chantilly, VA 20151

(703) 263-1900

CESI

GEOTECHNICAL ENGINEER

(704) 786-5404

SACKS

SURVEYOR

(336) 931-0566

Prepared by:

CONSULTANTS ARCHITECT/ENGINEER OF RECORD

CEMETERY KEY MAP

HISTORIC SALISBURY

NATIONAL CEMETERY

11/01/2021

S E A L 024911

HAROLD J . MARV

I N

OFESSIONAL

ENGINEER

RTH CAROL I NA

REPAIR BRICK CULVERT

S-101

HJMHJM

1"=10'2 REPAIR - BRICK CULVERT AREA

GRAPHIC SCALE

1" = 10'

10'0 20'5'

1"=10'1 DEMO - BRICK CULVERT AREA

GRAPHIC SCALE

1" = 10'

10'0 20'5'

BRICK CULVERT

AREA

1. UPSTREAM HEADWALL LOOKING

DOWNSTREAM

3. UNDERSIDE OF BRICK CULVERT

LOOKING UPSTREAM - SHOWING

MISSING BRICKS

2. DOWNSTREAM HAND RAILING

X PHOTO KEY

LIMITS OF DISTURBANCE

(TYP.)

GENERAL NOTES:

NTS3 REPAIR - BRICK ABUTMENTS AND STONE WING WALLS

NTS4 REPAIR - BRICK ABUTMENT CAPS AND RAILING

CI501

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AutoCAD SHX Text 715.37

AutoCAD SHX Text 713.84

AutoCAD SHX Text 711.07

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8" TCP

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RIM 720.16

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INV 711.63

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ASPHALT DRIVE

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12" DRAIN

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GRATE 718.90

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OUT 717.67

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12" DRAIN

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GRATE 718.91

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OUT 717.80

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8" TCP

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8" TCP

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METAL

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RAIL

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CONC.

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CANAL

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CONC.

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CANAL

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STONE WING

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BRICK

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HEADWALL

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SURVEY CONTROL

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RCP = CONC. STORM PIPE

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DMUE = DRAINAGE MAINTENANCE &

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H/C = HANDICAP

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FFE = FINISHED FLOOR ELEVATION

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BFE = FEMA BASE FLOOD ELEVATION

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CMF = CONCRETE MONUMENT FOUND

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IPF = IRON PIPE FOUND

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RBF = IRON REBAR FOUND

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PKF = MAGNETIC NAIL FOUND

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XF = CHISLED "X" FOUND

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CP = COMPUTED POINT (NO CORNER

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IPS = IRON PIPE SET

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PKS = MAGNETIC NAIL SET

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XS = CHISLED "X" SET

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N/F = NOW OR FORMERLY

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R/W = RIGHT OF WAY

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MONUMENT FOUND OR SET)

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UTILITY EASEMENT

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T/C = TOP OF CURB

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INV = INVERT ELEVATION

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C/L = CENTERLINE

AutoCAD SHX Text Typ.= TYPICAL

AutoCAD SHX Text Ch. = CHORD

AutoCAD SHX Text Sta.= NCDOT ROADWAY STATION

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NT = NON-TANGENT CURVE

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VCP = VITRIFIED CLAY PIPE

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CMP = CORRUGATED METAL PIPE

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PDE = PERM. DRAINAGE EASEMENT

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TDE = TEMPORARY DRAINAGE ESMT.

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TCE = TEMP. CONSTRUCTION ESMT.

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PSS = PERM. SAN. SEWER EASEMENT

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EP = EDGE OF PAVEMENT

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TW = TOP OF WALL

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BW = BOTTOM OF WALL

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TS = TOP OF STEPS

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BS = BOTTOM OF STEPS

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CPP = CORRUGATED PLASTIC PIPE

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CONCRETE CATCH BASIN

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METAL FENCE LINE

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WOODEN FENCE LINE

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TREE LINE

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MONITORING WELL

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SIGN

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STORM MANHOLE

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BOLLARD

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MAIL BOX

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CONCRETE YARD DRAIN

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CAST IRON CATCH BASIN

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CATV SERVICE

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ELECTRICAL CABINET

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HEATING/AIR UNIT

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HVAC

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XFMR

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FIRE DEPT. CONNECTION

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FIBER OPTIC WARNING POST

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WELL

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FDC

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OHW

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STORM WATER LINE

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SANITARY SEWER LINE

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BURIED WATER LINE

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BURIED STEAM LINE

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BURIED TELECOM. LINE

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BURIED ELECTRIC LINE

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BURIED GAS LINE

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OVERHEAD WIRES

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SEWER CLEANOUT LINE

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TEMP. BENCH MARK

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UTILITY POLE

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LIGHT POLE

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SPOT LIGHT

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CATV VAULT

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TELEPHONE VAULT

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TELEPHONE MANHOLE

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TELEPHONE PEDESTAL

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ELEC. SERVICE/VAULT

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ELECTRIC MANHOLE

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GUY ANCHOR

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BFP

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GAS METER

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GAS VALVE

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ICV

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PIV

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SANITARY MANHOLE

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SANITARY CLEANOUT

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POST INDICATOR VALVE

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WATER VALVE MANHOLE

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BACKFLOW PREVENTOR

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IRRIGATION CONTROL VALVE

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FIRE HYDRANT

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WATER METER

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WATER VALVE

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LEGEND OF STANDARD SYMBOLS

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SPIGOT

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RIM 720.16

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INV 711.63

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ASPHALT DRIVE

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12" DRAIN

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GRATE 718.90

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OUT 717.67

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12" DRAIN

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GRATE 718.91

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OUT 717.80

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METAL

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RAIL

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CONC.

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CANAL

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CONC.

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CANAL

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STONE WING

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BRICK

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HEADWALL

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SURVEY CONTROL

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CONSTRUCTION BID DOCUMENTS

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1. REFER TO CIVIL SHEETS FOR RELATED SITE WORK. REFER TO CIVIL SHEETS FOR RELATED SITE WORK. 2. REFER TO SPECIFICATIONS FOR GENERAL VA NCA NOTES REFER TO SPECIFICATIONS FOR GENERAL VA NCA NOTES ON DEMO AND PROPOSED WORK. 3. PRIOR TO COMMENCEMENT OF WORK, CONTRACTOR IS PRIOR TO COMMENCEMENT OF WORK, CONTRACTOR IS RESPONSIBLE FOR LOCATING UNDERGROUND UTILITIES. ONSITE UTILITIES ARE VA OWNED. VA WILL NOT PERFORM UTILITY LOCATION FOR CONTRACTOR. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION AND SHALL REPAIR ROADS PER REQUIREMENTS OF VA. NO OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED EXCEPT WHERE INDICATED ON THE DRAWINGS OR WHERE SPECIFIC PERMISSION IS GRANTED BY VA.

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File details come from the government source that posted it. Updated Jan 16, 2024.