Marietta NatCem 859CM3021_CD95_Drawings 001-009.pdf

PDF 8 MB Posted Jun 13, 2023

Attached to: Y1JZ--859CM3021 Marietta National Cemetery Improvements
Solicitation number: 36C78623B0024
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This package includes construction drawings and specifications for improvements at Marietta National Cemetery. The project involves rehabilitating the existing lodge building, constructing new public restrooms and a committal shelter, and performing miscellaneous repair work. Key project elements include renovating the lodge basement and first floor, adding a second floor addition, and repairing the roof. The project also includes demolishing the existing restroom building and constructing a new public restroom facility. A new committal shelter will be built to replace the existing structure. The work is to be performed at Marietta National Cemetery in Marietta, Georgia, under Solicitation Number 36C78623B0024 for the Department of Veterans Affairs National Cemetery Administration. The bid documents were prepared by various engineering and design consultants led by Walker Federal Services. Construction is to be completed by November 2023.

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File	Type	Posted
36C78623B0024 0001.docx	DOCX document	Jul 13, 2023
Marietta NatCem 859CM3021_CD95_Drawings 066-068.pdf	PDF	Jun 13, 2023
Marietta NatCem 859CM3021_CD95_Project manual-2 of 2.pdf	PDF	Jun 13, 2023
Marietta NatCem 859CM3021_CD95_Drawings 025-035.pdf	PDF	Jun 13, 2023
Marietta NatCem 859CM3021_CD95_Project manual-1 of 2.pdf	PDF	Jun 13, 2023
3-867CM3001-NANC-BidDoc-Specs.pdf	PDF	Jun 13, 2023
Marietta NatCem 859CM3021_CD95_Drawings 054-059.pdf	PDF	Jun 13, 2023
Wage determination 02.pdf	PDF	Jun 13, 2023
Marietta NatCem 859CM3021_CD95_Drawings 036-045.pdf	PDF	Jun 13, 2023
Cost Estimate Worksheet.pdf	PDF	Jun 13, 2023
36C78623B0024_1.docx	DOCX document	Jun 13, 2023
Marietta NatCem 859CM3021_CD95_Drawings 010-015.pdf	PDF	Jun 13, 2023
Marietta NatCem 859CM3021_CD95_Drawings 060-065.pdf	PDF	Jun 13, 2023
Marietta NatCem 859CM3021_CD95_Drawings 048-053.pdf	PDF	Jun 13, 2023
Marietta NatCem 859CM3021_CD95_Drawings 016-024.pdf	PDF	Jun 13, 2023
Marietta NatCem 859CM3021_CD95_Drawings 046-047.pdf	PDF	Jun 13, 2023

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Marietta National Cemetery Marietta, Georgia

Lodge Rehabilitation, Design and Construct New Restrooms, Committal Shelter, and Miscellaneous Repair Items

Project Number: 859CM3021

VICINITY MAP

COVER SHEET

GI-001

PROJECT

SITE

0 2500 5000 7500

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

LODGE REHABILITATION, NEW

RESTROOMS, COMMITTAL SHELTER,

MISCELLANEOUS REPAIR ITEMS

MARIETTA NATIONAL CEMETERY

859CM3021

BJ JC, EM

November 18, 2022

Bid Documents - Issued for Construction

CONSULTANTS

PRIME CONSULTANT, ARCHITECT, LANDSCAPE

ARCHITECT:

WALKER FEDERAL SERVICES

7820B-162 WORMANS MILL ROAD

FREDERICK, MARYLAND 21701

MEP ENGINEER

CHARLOTTE ENGINEERS

5838 MONROE ROAD

CHARLOTTE, NORTH CAROLINA 28212

CIVIL, STRUCTURAL ENGINEER

PRINCIPAL ENGINEERING, INC.

1011 N. CAUSEWAY BOULEVARD, SUITE 19

MANDEVILLE, LOUISIANA 70471

GEOTECHNICAL ENGINEER, FACILITIES ENGINEER,

HAZMAT CONSULTANT

ECS SOUTHEAST, LLC

1281-200 KENNESTONE CIRCLE NE

MARIETTA, GEORGIA 30066

CONSTRUCTABILITY REVIEW, COST ESTIMATOR

R&R CONSTRUCTION SERVICES, INC.

2403 HELEN STREET

MCKEES ROCKS, PENNSYLVANIA 15136

SURVEYOR

SURVTECH SOLUTIONS, INC.

10220 U.S. HIGHWAY 92 EAST

TAMPA, FLORIDA 33610

INDEX OF SHEETS

1 GI-101 COVER SHEET

2 GI-102 GENERAL NOTES

3 GI-103 OVERALL SITE PLAN

4 VF-101 TOPOGRAPHIC SURVEY

5 VF-102 TOPOGRAPHIC SURVEY - TOPOGRAPHIC DETAIL

6 VF-103 TOPOGRAPHIC SURVEY - TOPOGRAPHIC DETAIL

7 VF-104 TOPOGRAPHIC SURVEY - TOPOGRAPHIC DETAIL

8 VF-105 TOPOGRAPHIC SURVEY - TOPOGRAPHIC DETAIL

9 VF-106 TOPOGRAPHIC SURVEY - OVERHEAD UTILITY & WATER LINES DETAIL

10 CE-101 EROSION CONTROL PLAN

11 CE-201 EROSION CONTROL DETAILS

12 CD-101 DEMOLITION PLAN

13 CG-101 GRADING PLAN

14 CP-101 PAVING DETAILS

15 CU-101 UTILITY PLAN AND DETAIL

16 LS-101 SITE DEVELOPMENT PLAN

17 LS-201 SITE DEVELOPMENT PLAN - ENLARGEMENTS

18 LS-202 SITE DEVELOPMENT PLAN - ENLARGEMENTS

19 LS-301 SITE DEVELOPMENT PLAN - DETAILS

20 LS-302 SITE DEVELOPMENT PLAN - DETAILS

21 LS-303 SITE DEVELOPMENT PLAN - DETAILS

22 LS-304 SITE DEVELOPMENT PLAN - DETAILS

23 LP-101 PLANTING PLAN

24 LP-201 PLANTING DETAILS & PLANT SCHEDULE

25 A-001 ARCHITECTURAL ABBREVIATION AND SYMBOLS

26 A-101 BUILDING CODE ANALYSIS AND LIFE SAFETY PLAN: PUBLIC RESTROOMS

27 AD-111 LODGE BASEMENT AND 1F DEMOLITION PLANS

28 AD-112 LODGE 2F AND ATTIC DEMOLITION PLANS

29 AD-113 LODGE ROOF DEMOLITION PLAN

30 AD-121 LODGE ELEVATION DEMOLITION

31 AD-211 RESTROOM DEMOLITION PLANS AND ELEVATIONS

32 AE-111 LODGE SITE PLAN AND EAST ENTRANCE DETAILS

33 AE-112 LODGE BASEMENT AND 1F NEW CONSTRUCTION PLANS

34 AE-113 LODGE 2F AND ATTIC PLANS

35 AE-114 LODGE ROOF PLAN

36 AE-121 LODGE ELEVATIONS

37 AE-131 LODGE 1F RESTROOMS ENLARGED PLAN

38 AE-132 LODGE 2F RESTROOM & 1F KITCHEN ENLARGED PLANS

39 AE-133 LODGE ENLARGED STAIR PLAN AND DETAILS

40 AE-134 LODGE MILLWORK DETAILS AND WALL TYPES

41 AE-311 COMMITTAL SERVICE SHELTER PLANS

42 AE-312 COMMITTAL SERVICE SHELTER DETAILS

43 AE-601 LODGE DOOR SCHEDULE AND DETAILS

44 AE-602 LODGE WINDOW SCHEDULE

45 AE-603 LODGE FINISH SCHEDULE

46 AE-701 FINISH SAMPLES - LODGE INTERIOR

47 AE-702 FINISH SAMPLES - LODGE EXTERIOR AND CSS

48 M-001 MECHANICAL - NOTES, LEGEND & DRAWING INDEX

49 M-002 MECHANICAL - DETAILS AND SCHEDULES

50 MD-111 MECHANICAL - BASEMENT AND 1ST FLOOR - DEMOLITION

51 MD-112 MECHANICAL - 2ND FLOOR, ATTIC AND ROOF - DEMOLITION

52 MH-111 MECHANICAL - BASEMENT AND 1ST FLOOR - NEW WORK

53 MH-112 MECHANICAL - 2ND FLOOR, ATTIC AND ROOF - NEW WORK

54 E-001 ELECTRICAL - NOTES, LEGEND & DRAWING INDEX

55 E-002 ELECTRICAL - DETAILS

56 ED-111 ELECTRICAL - LODGE & RESTROOM - RCP - DEMOLITION

57 ED-112 ELECTRICAL - LODGE & RESTROOM - FLOOR PLANS - DEMOLITION

58 EL-111 ELECTRICAL - LODGE - RCP - NEW WORK

59 EP-111 ELECTRICAL - LODGE & CSS - FLOOR PLANS - NEW WORK

60 P-001 PLUMBING - ABBREVIATIONS, SCHEDULES, AND SYMBOLS

61 P-002 PLUMBING - DETAILS

62 PD-111 PLUMBING - BASEMENT, 1ST FLOOR, 2ND FLOOR, AND RESTROOM DEMOLITION

63 PP-111 PLUMBING - BASEMENT NEW WORK

64 PP-112 PLUMBING - 1ST FLOOR NEW WORK

65 PP-113 PLUMBING - 2ND FLOOR AND ROOF NEW WORK

66 S-001 STRUCTURAL NOTES

67 S-101 STRUCTURAL PLAN

68 S-201 STRUCTURAL SECTIONS

M a r i e t t a

N a t C e m

L o d g e C a d d o c s

G I

C o v e r d w g

P M

T D

S t d D W G

T o

P D F p c

AutoCAD SHX Text U

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AutoCAD SHX Text C

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PRIME CONSULTANT

AutoCAD SHX Text

CONSULTANTS

GENERAL NOTES

GI-002

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

LODGE REHABILITATION, NEW

RESTROOMS, COMMITTAL SHELTER,

MISCELLANEOUS REPAIR ITEMS

MARIETTA NATIONAL CEMETERY

859CM3021

BJ JC, EM

November 18, 2022

Bid Documents - Issued for Construction

1. STRIP A MINIMUM 6-INCH LAYER OF TOPSOIL IN ALL AREAS OF CUT AND FILL. STOCKPILE AT

LOCATION(S) AND BY MEANS APPROVED BY COR AND RE-SPREAD SUFFICIENT TOPSOIL TO A

MINIMUM DEPTH OF 6 INCHES IN ALL DISTURBED AREAS TO RECEIVE TURF OR OTHER

PLANTINGS.

2. FINISHED GRADES INDICATES THE SURFACE ELEVATION AFTER THE TOPSOIL OR PAVING HAVE

BEEN PLACED AND COMPACTED.

3. THIS IS DESIGN GRADING. CONTOUR ALL GRADES SMOOTHLY WITH GENTLE

ROUNDING/SHAPING OF ALL AFFECTED LAND SURFACES. ABRUPT TRANSITIONS AT THE TOP

OF SLOPES WHERE PROPOSED GRADES MEET EXISTING ARE NOT ACCEPTABLE. SURVEY STAKES

ARE FOR GENERAL GRADING PURPOSES ONLY. NOT ALL SLOPES ARE CONSTANT. REFER TO

THE GRADING PLANS FOR FINAL GRADE SHAPING. ENSURE POSITIVE DRAINAGE IN ALL AREAS.

THE GRADING SHALL BE APPROVED BY THE COR PRIOR TO THE ADDITION OF THE TOPSOIL

LAYER.

4. SCARIFYING OVER UTILITY LINES MAY BE ELIMINATED, IF IN THE OPINION OF THE COR, A

HAZARDOUS SITUATION EXISTS.

5. PROVIDE AN INDEPENDENT TESTING AND INSPECTION LABORATORY TO PERFORM ALL

COMPACTION TESTS. REFER TO GEOTECHNICAL ENGINEERING REPORT FOR REQUIRED

FREQUENCY OF TESTING. PERFORM A SUFFICIENT NUMBER OF TESTS TO ENSURE THAT

BACKFILLED AREAS MEET ESTABLISHED REQUIREMENTS. IF TEST RESULTS DO NOT MEET SUCH

REQUIREMENTS, REWORK THE AREAS IN QUESTION AND RETEST. ANY REQUIRED REWORKING

AND RETESTING SHALL BE AT THE CONTRACTOR'S EXPENSE. THE INDEPENDENT TESTING AND

INSPECTION LABORATORY SHALL SUBMIT THE TEST RESULTS IN WRITING TO THE COR AS SOON

AS PRACTICAL.

6. DO NOT USE FROZEN MATERIAL FOR FILL MATERIAL. SUSPEND GRADING OPERATIONS IF

FROZEN EXCAVATION OR A BLANKET OF FROST IS ENCOUNTERED.

1. BURIAL ACTIVITIES TAKE PRECEDENCE OVER CONSTRUCTION ACTIVITIES. COOPERATE &

COORDINATE WITH CEMETERY DIRECTOR & COR TO ARRANGE CONSTRUCTION SCHEDULE TO

CAUSE LEAST POSSIBLE INTERFERENCE WITH CEMETERY ACTIVITIES IN AND ADJACENT TO

BURIAL AREAS & PROCESSIONS. CONSTRUCTION NOISE SHALL NOT DISTURB COMMITTAL

SERVICES & ACTIVITIES. TRUCKS, EQUIPMENT, AND WORKERS SHALL NOT PASS THROUGH OR

NEAR SERVICE AREAS DURING SERVICES.

2. THE FOLLOWING SHALL BE SUBMITTED TO AND APPROVED BY COR PRIOR TO

COMMENCEMENT OF WORK:

a. CONSTRUCTION SEQUENCING PLAN & PROJECT SCHEDULE PER 01 32 16.13. INCLUDE

PLANS INDICATING PROPOSED SHORT-TERM STORAGE LOCATIONS AT AND CONSTRUCTION

ACCESS TO EACH DISCRETE AREA OF WORK.

b. DETAILED SCHEDULE FOR COMMITTAL SERVICE SHELTER CONSTRUCTION AND

TURNOVER. WORK DURATION SHALL NOT EXCEED 45 CALENDAR DAYS.

c. DETAILED SCHEDULE FOR FLAGSTONE SIDEWALK REPAIRS, INCLUDING EXISTING US

FLAGPOLE FOOTING. WORK DURATION SHALL NOT EXCEED 15 CALENDAR DAYS.

d. REMAINING SCOPE ITEMS.

3. COORDINATE ALL ACTIVITIES WITH APPROPRIATE AGENCIES HAVING JURISDICTION. APPLY

FOR AND OBTAIN ALL NECESSARY PERMITS & LICENSES PRIOR TO SCHEDULED

COMMENCEMENT OF WORK. COMPLY WITH ALL FEDERAL, STATE, AND LOCAL ORDINANCES,

LAWS, OR REGULATIONS APPLICABLE TO PERFORM THE WORK.

4. LOCATE & PROTECT ALL UTILITIES FROM DAMAGE, INCLUDING UNDERGROUND UTILITIES,

WHETHER INDICATED OR NOT. DO NOT BEGIN EXCAVATION IN AREA OF UTILITIES UNTIL ALL

SUCH UTILITIES HAVE BEEN LOCATED AND IDENTIFIED. PROCEED WITH EXTREME CARE TO

AVOID ANY POSSIBILITY OF DAMAGE.

5. RETAIN A PRIVATE UNDERGROUND LOCATOR TO IDENTIFY & MARK UTILITIES NOT MARKED

ABOVE & ALL EXISTING IMPROVEMENTS BELOW GRADE WITHIN & ADJOINING WORK AREAS.

WALK EACH WORK AREA WITH COR AND ADJUST NEW WORK TO AVOID CONFLICTS, DAMAGE,

OR INTERRUPTIONS OF UTILITIES & CEMETERY OPERATIONS, AS DIRECTED BY COR.

6. REMOVE ALL MARKINGS UPON COMPLETION OF WORK OR AS DIRECTED BY COR.

7. INSTALL TEMPORARY CONSTRUCTION FENCING, TREE PROTECTION MEASURES, AND EROSION

& SEDIMENT CONTROLS WHERE WORK WILL BE PERFORMED PRIOR TO START OF WORK IN

EACH RESPECTIVE AREA. INSPECT & MAINTAIN DAILY THROUGHOUT CONSTRUCTION UNTIL

PROJECT IS ACCEPTED.

8. COMPLETE DEMOLITION FOR AREAS WHERE WORK WILL BE PERFORMED IMMEDIATELY PRIOR

TO SAID WORK.

1. FURNISH ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN OR INFERRED

BY THESE DOCUMENTS.

2. ALL DIMENSIONS SHOWN PARALLEL AND PERPENDICULAR UNLESS OTHERWISE NOTED. DO NOT SCALE

DIMENSIONS OFF THE DRAWINGS.

3. QUANTITIES SHOWN ARE ESTIMATED. DETERMINE ACTUAL QUANTITIES REQUIRED. THERE SHALL BE NO ADDITIONAL COMPENSATION FOR QUANTITIES BEYOND THOSE INDICATED UNLESS REQUIRED BY CHANGES

APPROVED BY COR.

4. FIELD STAKEOUT SURVEYOR IS RESPONSIBLE FOR VERIFYING EXISTING SITE CONDITIONS AND NOTING ANY DISCREPANCIES PRIOR TO CONSTRUCTION. NOTIFY COR OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR IS RESPONSIBLE FOR WORK PERFORMED PRIOR TO VERIFICATION OF STAKING PLAN AND

SHALL BEAR THE COSTS ASSOCIATED WITH REMEDIAL ACTION.

5. CONTRACTING OFFICER'S REPRESENTATIVE (COR) SHALL APPROVE STAKING IN FIELD OF ALL WORK PRIOR TO

CONSTRUCTION. NOTIFY COR 72 HOURS IN ADVANCE OF STAKEOUT.

6. COMPLY WITH REQUIREMENTS OF GEORGIA 811 TO LOCATE AND MARK UTILITIES IN ADVANCE OF

EXCAVATION.

7. PRIOR TO CONSTRUCTION OF WALLS, CURBS, AND PAVEMENTS, VERIFY ACTUAL FINISH GRADE ELEVATIONS IN

THE FIELD AND ADJUST ELEVATIONS, AS APPROVED BY COR, TO MEET THE DESIGN INTENT.

8. DO NOT PROCEED WHEN OBSTRUCTIONS, CONFLICTS, OR DISCREPANCIES EXIST. IMMEDIATELY NOTIFY COR.

CONTRACTOR BEARS RESPONSIBILITY FOR ALL DAMAGES, REVISIONS, AND REMEDIAL WORK DUE TO FAILURE TO

GIVE SUCH NOTIFICATION.

9. A GEOTECHNICAL REPORT IS INCLUDED IN THE PROJECT MANUAL'S APPENDICES. REFER TO REPORT FOR SITE AND SUBGRADE PREPARATION, BACKFILL, STRUCTURAL FILL, PROOF ROLLING, PAVEMENT SECTIONS, AND OTHER ITEMS. IF DISCREPANCIES ARISE BETWEEN PLANS, SPECIFICATIONS, AND REPORT, THE MORE CONSERVATIVE

AND STRINGENT REQUIREMENTS SHALL GOVERN.

10. LOCATE CONTRACTOR'S TEMPORARY OFFICE(S), FACILITIES, PARKING, STORAGE, ETC. AT CONTRACTOR'S YARD.

ALL GENERAL CONSTRUCTION & DELIVERY TRAFFIC SHALL ACCESS THE CONTRACTOR'S YARD DIRECTLY AND SOLELY BY MEANS INDICATED. LIMITED TRANSIT ON CEMETERY ROADS TO DISCRETE WORK AREAS WHEN SCHEDULED WORK IS OCCURRING, AS WELL AS SHORT-TERM STORAGE OF UP TO 10 CALENDAR DAYS, MAY OCCUR AT DISCRETE WORK AREAS, SUBJECT TO APPROVAL OF CONTRACTOR'S PROPOSED CONSTRUCTION SEQUENCING PLAN. ALL OTHER USE OF CEMETERY PROPERTY IS PROHIBITED, UNLESS SPECIFICALLY APPROVED

IN WRITING BY THE COR NOT LESS THAN 7 DAYS IN ADVANCE.

11. PRESERVE ALL PROPERTY IRONS/SURVEY CONTROL MONUMENTS. RE-ESTABLISH ANY AFFECTED BY CONTRACTOR'S FORCES. SUCH IRONS SHALL BE REESTABLISHED BY A GEORGIA STATE LICENSED LAND SURVEYOR

IN ACCORDANCE WITH STATE LAWS AT CONTRACTOR'S EXPENSE.

12. PROTECT ALL TREES & SHRUBS NOT SPECIFICALLY IDENTIFIED FOR REMOVAL PER 01 56 39, WHETHER TREE

PROTECTION FENCING AND OTHER MEASURES ARE SPECIFICALLY IDENTIFIED OR INSTALLED.

13. PROVIDE CONSTRUCTION FENCING AT EACH AREA OF WORK PER 01 00 02. MAINTAIN UNTIL WORK IS COMPLETE, AS APPROVED BY COR. FLAG FENCE LOCATIONS IN FIELD FOR COR'S APPROVAL PRIOR TO ERECTING.

DO NOT BLOCK ROADS OR SIDEWALKS UNLESS APPROVED BY COR IN WRITING.

14. WARNING: WORK INVOLVES CONSTRUCTION ACTIVITY IN CLOSE PROXIMITY TO GRAVES. WORKING, OPERATING EQUIPMENT, OR STORING MATERIALS ON OCCUPIED GRAVES IS PROHIBITED AT ALL TIMES. PROTECT ALL EXISTING GRAVES, HEADSTONES, TEMPORARY GRAVE MARKERS, AND MEMORIALS AT ALL TIMES FROM DAMAGE DUE TO CONTRACTOR'S FORCES. INSTALL COVERS ON ADJACENT HEADSTONES AND MEMORIALS WITHIN 10 FEET OF DEMOLITION AND CONSTRUCTION ACTIVITIES AND AS DIRECTED BY COR OR CEMETERY DIRECTOR.

REMOVE AFTER ADJACENT WORK IS COMPLETE. COVERS SHALL BE 5-SIDED 1

2" PLYWOOD, OR EQUIVALENT

APPROVED BY COR, FREE OF INTERIOR PROTRUSIONS AND SURFACE IRREGULARITIES, AND PROVIDE 1" OF

INTERIOR CLEARANCE ON ALL SIDES.

15. INSTALL EROSION CONTROL DEVICES AS INDICATED AND ACCORDING TO 01 57 19. SUPPLEMENT AT NO

ADDITIONAL COST IF REQUIRED BY PERMITTING AUTHORITY.

16. TRACKING SEDIMENTS & OTHER SUBSTANCES OFF-SITE OR ON CEMETERY ROADS IS PROHIBITED. CLEAN ROADS USED BY CONTRACTOR'S FORCES DAILY AND AS DIRECTED BY COR. CONTROL GENERATION OF FUGITIVE DUST.

EMPLOY STREET SWEEPING, WASH RACKS & OTHER MEASURES AS NECESSARY. REMOVE DEBRIS AS IT OCCURS.

17. MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES. RESTORE ANY ADJACENT PRE-CONSTRUCTION DRAINAGE

IMPROVEMENT DISTURBED DURING CONSTRUCTION TO COR'S SATISFACTION.

18. PROPOSED SIDEWALKS SHALL NOT EXCEED 1.75% CROSS-SLOPE OR 4.75% LONGITUDINAL SLOPE.

19. ALL WORK SHALL CONFORM TO THE PROVISIONS OF ALL APPLICABLE ORDINANCES, REGULATIONS, AND ADOPTED STANDARDS OF THE NATIONAL CEMETERY ADMINISTRATION, THE FEDERAL GOVERNMENT, AND STATE

OF GEORGIA, UNLESS WAIVED AND/OR MODIFIED UNDER SEPARATE APPLICATION.

20. PROVIDE TEMPORARY SHORING, BRACING AND/OR FALSEWORK TO SUPPORT & PROTECT ALL ITEMS AFFECTED BY WORK. OBTAIN DETAILS, DESIGN, AND PROCEDURE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF GEORGIA, AS APPROVED BY THE COR AND/OR PROJECT ENGINEER. PROVIDE SAFETY RAILING AT TOP OF TEMPORARY SHORING AS REQUIRED BY OSHA. BARRICADE EXCAVATED AREAS WHEN WORK IS NOT

OCCURRING.

21. EXISTING UTILITY SERVICE LINES & APPURTENANCES ARE TO REMAIN IN PLACE & IN OPERATION UNLESS PLANS SPECIFICALLY CALL FOR THEIR ADJUSTMENT. IF UTILITY INTERRUPTIONS ARE REQUIRED FOR EXECUTION OF

WORK, MINIMIZE INTERRUPTION AND NOTIFY COR PER REQUIREMENTS OF 01 00 02.

22. EXISTING UTILITIES SHOWN REPRESENT THE BEST INFORMATION OBTAINABLE FOR DESIGN. LOCATIONS ARE NOT GUARANTEED & SOME ITEMS MAY NOT BE INDICATED. VERIFY IN FIELD. CONTRACTOR SHALL BEAR EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES DAMAGED DURING WORK. COORDINATE WORK WITH ALL UTILITY

COMPANIES PERTINENT TO PROSECUTION OF WORK.

23. COORDINATE BOTH WORK DIRECTLY RELATED TO AND ADJACENT TO EXISTING COMMITTAL SERVICE SHELTER NOT LESS THAN 10 DAYS PRIOR TO PROPOSED WORK TO LIMIT IMPACT ON CEMETERY SERVICES AND VISITORS.

CONTROL TRUCK AND EQUIPMENT OPERATION & TRANSIT TO PREVENT DISTURBANCE TO FUNERAL SERVICES, CORTEGE PARKING, PROCESSIONS, AND OTHER FUNERAL ACTIVITY AS DIRECTED BY COR.

24. REPLACE ALL EXISTING FACILITIES AND IMPROVEMENTS DAMAGED BY CONTRACTOR'S FORCES IN ACCORDANCE WITH APPLICABLE AGENCY STANDARDS. REPLACEMENT WORK SHALL MEET PRE-CONSTRUCTION CONDITION, AT

A MINIMUM, AS APPROVED BY COR.

25. PROVIDE TOPSOIL FILL, FINISHED GRADING, AND TURF SOD PER LP-201 & 32 90 00 IN ALL DISTURBED AREAS NOT OTHERWISE PLANTED OR PAVED. FEATHER ADJACENT GRADES UNIFORMLY & PROVIDE POSITIVE

DRAINAGE.

26. ALL MATERIAL NOT INDICATED FOR SALVAGE AND REUSE ON PROJECT, INCLUDING EXCESS EXCAVATED MATERIAL, OVERBURDEN, DEBRIS, RUBBLE, WASTE, AND SURPLUS MATERIALS, SHALL BECOME PROPERTY OF CONTRACTOR. REMOVE FROM THE SITE & DISPOSE OF LEGALLY OFF GOVERNMENT'S PROPERTY PER 01 00 02.

27. REMOVE TEMPORARY FACILITIES, UNLESS OTHERWISE INDICATED, & RESTORE ALL AREAS & ELEMENTS DISTURBED BY CONTRACTOR'S FORCES TO A CONDITION EQUAL TO OR BETTER THAN EXISTING, AS APPROVED BY COR. REFER TO 01 00 02 FOR PHOTOGRAPHIC DOCUMENTATION OF PRE-CONSTRUCTION CONDITIONS.

28. PERFORM EQUIPMENT REPAIR AND MAINTENANCE SOLELY OFFSITE OR WITHIN THE FENCED CONTRACTOR'S LAYDOWN YARD AND CONCEALED FROM PUBLIC VIEW, UNLESS SPECIFICALLY APPROVED IN WRITING BY COR.

COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS. ACTIVITIES THAT CREATE EXCESSIVE NOISE OR

OFFENSIVE OR PERVASIVE ODORS, AS DETERMINED BY THE COR, ARE PROHIBITED.

GENERAL NOTES CONSTRUCTION SEQUENCE

SITE GRADING

1. PROVIDE A CONSTRUCTION TRAFFIC CONTROL PLAN IN ACCORDANCE WITH USE OF

ROADWAYS, 01 00 02 FOR COR'S REVIEW NOT LESS THAN SEVEN DAYS PRIOR TO WORK.

COR'S APPROVAL IS REQUIRED PRIOR TO COMMENCING AFFECTED WORK.

2. PROVIDE FLAGGERS WHEN CROSSING, ENTERING, AND WORKING IN AND ADJACENT TO

CEMETERY ROADS. MAINTAIN AT LEAST ONE OPEN LANE AT ALL TIMES, UNLESS SPECIFICALLY

APPROVED IN WRITING BY COR. PROVIDE ADEQUATE TRAFFIC CONTROL MEASURES TO

SAFELY WARN AND ROUTE VEHICULAR AND PEDESTRIAN TRAFFIC, AND AS DIRECTED BY COR.

THIS MAY INCLUDE BARRICADES, SIGNAGE, ETC., AS WELL AS LIGHTS AND FLAGGERS DURING

CEMETERY HOURS OF OPERATION.

3. COORDINATE WITH THE CITY OF MARIETTA TO CLOSE THE COLE STREET SIDEWALK WHILE

WORK IS ACTIVELY OCCURRING ON OR ADJACENT TO THE CEMETERY WALL. CONTRACTOR IS

RESPONSIBLE FOR AN APPLICATION, SCHEDULE IMPACTS, AND FEES/COSTS ASSOCIATED WITH

SUCH CLOSURES.

4. ALL TRAFFIC AND PEDESTRIAN CONTROL DEVICES AND MARKINGS, INCLUDING CONSTRUCTION

SIGNAGE, SHALL CONFORM TO THE LATEST EDITIONS OF THE MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES & THOSE OF GEORGIA DOT'S CONSTRUCTION STANDARDS AND DETAILS, AT

A MINIMUM.

MAINTENANCE OF TRAFFIC

1. PROJECT INCLUDES HAZARDOUS MATERIALS. REFER TO DEMOLITION PLANS AND 02 83 00

REMEDIATION, ASBESTOS SECTION BELOW, AND HAZARDOUS MATERIALS SURVEY, PROJECT

MANUAL, FOR SPECIFIC INFORMATION. COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND

LOCAL REQUIREMENTS.

2. NOT LESS THAN 30 DAYS PRIOR TO MOBILIZATION, PROVIDE CONTRACTOR'S AND

SUBCONTRACTORS' PROOF OF INSURANCE DEMONSTRATING ASBESTOS AND LEAD-BASED

PAINT ABATEMENT LIABILITY INSURANCE AND LIMITS, INCLUDING PROTECTION AGAINST

THIRD-PARTY CLAIMS OF BODILY INJURY AND PROPERTY DAMAGE FROM ABATEMENT

RELATED TO BOTH WORK IN PROGRESS AND COMPLETED PROJECTS. OBTAIN COR'S

APPROVAL PRIOR TO COMMENCEMENT OF WORK.

3. PROVIDE A LIST OF PROPOSED CONTRACTOR AND SUBCONTRACTOR PERSONNEL WHO WILL BE

INVOLVED WITH AND PERFORM THE WORK. INCLUDE COMPLETE HAZARDOUS MATERIALS

QUALIFICATIONS AND CREDENTIALS. OBTAIN COR'S APPROVAL PRIOR TO COMMENCEMENT

OF WORK.

4. ANY PROPOSED CHANGES TO THE APPROVED SUBCONTRACTORS AND ASSIGNED PERSONNEL

SHALL REQUIRE RESUBMISSION OF THE ABOVE NOT LESS THAN 15 DAYS PRIOR TO EACH SUCH

PROPOSED CHANGE. ACCEPTANCE OF ANY SUCH PROPOSED CHANGE SHALL BE SUBJECT TO

COR'S APPROVAL.

5. PROVIDE WITH BID SUBMISSION THE FOLLOWING:

a. NARRATIVE PLAN OF HAZARDOUS MATERIALS WORK, SIGNED AND DATED BY THE

GENERAL CONTRACTOR'S PROJECT MANAGER AND AN OFFICER IN THE COMPANY,

WITNESSED BY A STATE-CERTIFIED NOTARY PUBLIC. INCLUDE HOW CONTRACTOR WILL

HANDLE EACH HAZARDOUS MATERIAL. INCLUDE A WRITTEN ACKNOWLEDGEMENT THAT

CONTRACTOR HAS REVIEWED THE ENTIRETY OF THE CONTRACT DOCUMENTS, INCLUDING

ALL ITEMS RELEVANT AND POTENTIALLY RELEVANT TO HAZARDOUS MATERIALS, THAT

PLAN AND FEES INCLUDE ALL WORK REQUIRED UNDER THE CONTRACT DOCUMENTS,

WHETHER DIRECTLY OR INDIRECTLY BY REFERENCE SUCH AS NATIONALLY- AND INDUSTRY-

RECOGNIZED STANDARDS AND THE RULES, REGULATIONS, AND LAWS OF LOCAL, STATE,

AND FEDERAL AUTHORITIES HAVING JURISDICTION.

b. DRAFT, PROJECT-SPECIFIC HEALTH AND SAFETY PLAN, INCLUDING IDENTIFICATION AND

CREDENTIALS OF THE COMPANY'S SAFETY PROFESSIONAL(S) AND PROJECT SAFETY

OFFICER ASSIGNED TO THIS PROJECT.

HAZARDOUS MATERIALS - GENERAL

GENERAL: THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY AND LIABILITY FOR COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO WORK PRACTICES, HAULING, DISPOSAL, AND PROTECTION OF WORKERS, VISITORS TO THE SITE, AND PERSONS OCCUPYING AREAS

ADJACENT TO THE SITE.

1. THE FOLLOWING REGULATIONS PUBLISHED BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA):

a. "NATIONAL EMISSIONS STANDARDS FOR HAZARDOUS AIR POLLUTANTS ASBESTOS," 40 CFR PART 61, SUBPART M.

b. "GENERAL PROVISIONS," 40 CFR PART 61, SUBPART A.

c. "GUIDANCE FOR CONTROLLING ASBESTOS-CONTAINING MATERIALS IN BUILDINGS" JUNE 1985. (EPA # 560/5-85-024).

d. "ASBESTOS-CONTAINING MATERIALS IN SCHOOLS," 40 CFR PART 763, SUBPART E INCLUDING

APPENDICES.

2. THE FOLLOWING REGULATIONS PUBLISHED BY THE U.S. DEPARTMENT OF LABOR, OSHA:

a. “OCCUPATIONAL EXPOSURE TO ASBESTOS, TREMOLITE, ANTHOPHYLLITE, AND ACTINOLITE; FINAL RULES,” TITLE 29, PART 1910, SECTION 1001 AND PART 1926, SECTION 1101 OF THE CODE OF

FEDERAL REGULATIONS.

b. “RESPIRATORY PROTECTION,” TITLE 29, PART 1910, SECTION 134 OF THE CODE OF FEDERAL

REGULATIONS.

c. CONSTRUCTION INDUSTRY, TITLE 29, PART 1926, OF THE CODE OF FEDERAL REGULATIONS.

d. “ACCESS TO EMPLOYEE EXPOSURE AND MEDICAL RECORDS,” TITLE 29, PART 1910, SECTION 20 OF

THE CODE OF FEDERAL REGULATIONS.

e. “HAZARD COMMUNICATION,” TITLE 29, PART 1926, SECTION 59 OF THE CODE OF FEDERAL

REGULATIONS.

f. “SPECIFICATIONS FOR ACCIDENT PREVENTION SIGNS AND TAGS,” TITLE 29, PART 1910, SECTION 145

OF THE CODE OF FEDERAL REGULATIONS.

3. THE FOLLOWING DOCUMENTS PUBLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE:

a. "FUNDAMENTALS GOVERNING THE DESIGN AND OPERATION OF LOCAL EXHAUST SYSTEMS," Z9.2_1979.

b. "AMERICAN NATIONAL STANDARD FOR RESPIRATORY PROTECTION RESPIRATORY USE _ PHYSICAL

QUALIFICATIONS FOR PERSONNEL," Z88.6_1984.

c. "PRACTICES FOR RESPIRATORY PROTECTION," Z88.2_1992.

4. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING OFFICES IN WRITING WITHIN THE TIME FRAME SPECIFIED BY THE NESHAP REGULATIONS PRIOR TO BEGINNING ANY ASBESTOS REMOVAL OPERATIONS.

THE STATE OF GEORGIA REQUIRES A NOTIFICATION BE SUBMITTED TO GEORGIA EPD 10 BUSINESS DAYS

PRIOR TO ANY DEMOLITION, RENOVATION, OR ASBESTOS ABATEMENT ACTIVITIES.

a. GEORGIA ENVIRONMENTAL PROTECTION DIVISION

ASBESTOS TECHNICAL ASSISTANCE DUTY OFFICER

404) 363-7026

5. MAINTAIN CURRENT LICENSES FOR CONTRACTOR AND ACCREDITATION FOR WORKERS AND

SUPERVISORS AS REQUIRED BY APPLICABLE STATE OR LOCAL JURISDICTIONS FOR THE REMOVAL, TRANSPORTING, DISPOSAL, OR OTHER REGULATED ACTIVITY RELATIVE TO THE WORK.

6. PROVIDE WORKERS WITH PERSONALLY ISSUED AND MARKED RESPIRATORY EQUIPMENT APPROVED BY

NIOSH AND MSHA AND SUITABLE FOR THE ASBESTOS EXPOSURE LEVEL IN THE WORK AREAS

ACCORDING TO OSHA STANDARD 29 CFR 1926.1101 AND OTHER POSSIBLE CONTAMINANTS

EMPLOYEES MIGHT BE EXPOSED TO DURING THE PROJECT.

7. PROVIDE RESPIRATORY PROTECTION FROM THE TIME THE FIRST OPERATION INVOLVED IN THE PROJECT

REQUIRES CONTACT WITH ASBESTOS-CONTAINING MATERIALS (INCLUDING CONSTRUCTION OF

DECONTAMINATION UNITS, CONSTRUCTION OF AIRTIGHT BARRIERS/BARRICADES, AND PLACING OF

PLASTIC SHEETING ON WALLS).

8. THE MINIMUM RESPIRATORY PROTECTION FOR THE PROJECT DURING GROSS REMOVAL OF FRIABLE MATERIALS SHALL BE A HALF-FACE RESPIRATOR WITH REPLACEABLE HEPA FILTERS, AS LONG AS

PERTINENT NEGATIVE EXPOSURE ASSESSMENT CAN BE SUBMITTED TO THE PROJECT DESIGNER.

OTHERWISE, A POWERED AIR PURIFYING RESPIRATORY (PAPR) MUST BE USED.

9. HALF-FACE RESPIRATORS WITH REPLACEABLE HEPA FILTERS CAN BE USED FOR NON-FRIABLE REMOVAL.

10. FIT TESTING IS TO BE PERFORMED BY ONE OF THE METHODS LISTED IN THE 29 CFR 1926.1101, APPENDIX C.

11. DO NOT ALLOW THE USE OF SINGLE-USE, DISPOSABLE, OR QUARTER-FACE RESPIRATORS FOR ANY

PURPOSE.

HAZARDOUS MATERIALS - ASBESTOS REMOVAL

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PRIME CONSULTANT

L O

LOW

L O

T, N E

WASHINGTON AVE, NE

ROSWELL STREET, NE

GAS

G A

LODGE

MAINTENANCE

BUILDING

VAULT

RESTROOM

BUILDING

ROSTRUM

L O

CX CP

TYPE II HIGH INTENSITY FOLDING TRAFFIC

BARRICADE OR EQUAL, AS APP'D BY COR

CONSTRUCTION ACCESS

CONSTRUCTION MATTING; REFER TO 01 56 39

LOW LIMITS OF WORK

LINE OF EXISTING HEADSTONES, APPROXIMATE| |

UTILITY LINE INDICATED IN 1947

PROPOSED WATER SUPPLY SYSTEM PLANSAN

UTILITY LINE INDICATED IN 2014 ROADWAY AND

STORM DRAINAGE REPLACEMENT PLANSE

GAS

SOIL BORING; REFER TO GEOTECHNCIAL REPORTBCX

US US FLAG

P PERGOLA

BORING LOCATION

REFER TO GEOTECHNICAL ENGINEERING REPORT

S FLAGSTONE SIDEWALK

SURVEY BENCHMARK

PR PUBLIC PORTABLE RESTROOM

Y CONTRACTOR'S YARD

POW/MIA PLAZA

COMMITTAL SERVICE SHELTER, EXISTING

COLE STREET WALL

MX MIA MEMORIAL, EXISTING LOCATION

CP COMMITTAL SERVICE SHELTER, PROPOSED

MP MIA MEMORIAL, PROPOSED LOCATION

LEGEND

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

LODGE REHABILITATION, NEW

RESTROOMS, COMMITTAL SHELTER,

MISCELLANEOUS REPAIR ITEMS

MARIETTA NATIONAL CEMETERY

859CM3021

BJ JC, EM

November 18, 2022

Bid Documents - Issued for Construction

NOT TO SCALE

KEY

OVERALL SITE PLAN

GI-103

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PRIME CONSULTANT

Roswell Street

C ol e S tr ee t

Washington Avenue

S H

Survtech Solutions, Inc.

0 25 50 100 150

LEGEND

1.) Paper copies of this survey are not valid without the original signature and raised seal of a Georgia Registered Land Surveyor.

Digital copies are not valid without the digital signature of a Georgia Registered Land Surveyor.

2.) The horizontal datum utilized for this project is North American Datum (NAD) 1983 Georgia West Zone, 2011 Adjustment, U.S.

Survey Feet. Said datum was established by performing a rapid static GPS session and utilizing National Geodetic Survey's (NGS) Online Positioning User Service (OPUS).

3.) The vertical datum utilized for this project is North American Vertical Datum (NAVD) 1988, U.S. Survey Feet. The benchmark utilized was National Geodetic Survey (NGS) Control Station "S 56" with an elevation of 1130.17 feet.

4.) All utilities depicted hereon are from visible evidence only.

Surveyor did not contact subsurface utility locator service.

5.) No underground foundations or footers were excavated or located for this survey.

6.) Surveyor makes no guarantees as to the species of trees or to the health of each tree depicted hereon, if this information if necessary a certified arborist should be contacted.

7.) The trees depicted hereon were located utilizing methods adequate for their accurate location and identification. However, this company and the signing surveyor reserves the right to verify the location of all trees critical to the design of buildings, parking and other permanent features. It is the responsibility of the design professional to inform this company and or the signing surveyor of any trees critical to their design so that those trees can be verified prior to the completion of the design.

8.) THIS IS NOT A BOUNDARY SURVEY.

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

LODGE REHABILITATION, NEW

RESTROOMS, COMMITTAL SHELTER,

MISCELLANEOUS REPAIR ITEMS

MARIETTA NATIONAL CEMETERY

859CM3021

SB CE

MAY 31, 2022

SURVEYOR'S NOTES

NOT TO SCALE

KEY

VF-101

Bottom of Structure Elevation Corrugated Metal Pipe Corrugated Plastic Pipe Drainage Structure Designation Ductile Iron Pipe Finished Floor Elevation

Invert Elevation

Reinforced Concrete Pipe Rim Elevation Registered Land Surveyor

Land Surveyor Firm

Sanitary Structure Designation Soil Boring Designation Temporary Benchmark Top of Curb Inlet Elevation Top of Valve Elevation Vitrified Clay Pipe

Edge of Pavement Elevation Spot Elevation Spot Elevation on Hard Surface

Back of Curb Elevation

Air Conditioning Unit

Catch Basin

Cleanout

Cable Box

Drainage Manhole

Electric Vault

Electric Box

Electric Transformer Electric Manhole

Fiber Optic Vault

Fiber Optic Manhole

Fiber Optic Marker

Fire Connection Valve Fire Hydrant Flag Pole

Gas Valve Gas Meter

Guy Wire

Cedar Tree

Elm Tree

Irrigation Control Valve Light Pole

Mailbox Miscellaneous Feature

Magnolia Tree

Oak Tree Pine Tree Round Post Sanitary Manhole Sign Soil Boring Spot Light Telephone Box

Fiber Optic Cabinet

Temporary Benchmark Traffic Signal Box

Utility Pole Water Meter Water Valve Water Vault

Fence Gate Overhead Utility Line

Drainage Pipe

Sanitary Pipe

Unknown Tree

High Density Polyethylene Pipe

Water Line

TOPOGRAPHIC SURVEY

T4D02 Rectangle

T4D02 Text Box 4 68

T4D02 Text Box November 18, 2022 ol e S tr ee t

Washington Avenue

PLAN VIEW

SOUTH ELEVATION

PLAN VIEW

SOUTH ELEVATION

S E E S

H E E T

SEE SHEET 3

Detail "A"

Detail "B"

Survtech Solutions, Inc.

0 10 20 40 60