803CM3014 Bath NC Exp Dwg Bk 01 1-12.pdf

Bath National Cemetery Bath, New York

Gravesite Expansion, Phase 1 Project Number 803CM3014

VICINITY MAP

PRIME CONSULTANT

SITE PLANNING, LANDSCAPE ARCHITECTURE, CIVIL ENGINEERING:

WALKER FEDERAL SERVICES, LLC

7820B-162 WORMANS MILL ROAD

FREDERICK, MARYLAND 21701

CIVIL ENGINEER

PRINCIPAL ENGINEERING, INC.

1011 N. CAUSEWAY BLVD., SUITE 19

MANDEVILLE, LOUISIANA 70471

SURVEY

CONTROL POINT ASSOCIATES, INC.

2929 EXPRESSWAY DRIVE

SUITE 125

HAUPPAUGE, NEW YORK 11749

UTILITY LOCATION SERVICE

GPRS/MASTER LOCATORS

675 CONCORD ROAD

GLEN MILLS, PENNSYLVANIA 19342

GEOTECHNICAL ENGINEER

EMPIRE GEOTECHNICAL ENGINEERING SERVICES

5167 SOUTH PARK AVENUE

HAMBURG, NEW YORK 14075

CONSTRUCTABILITY REVIEW; COST ESTIMATION

R&R CONSTRUCTION SERVICES, INC.

2403 HELEN STREET

ROBINSON TOWNSHIP, PENNSYLVANIA 15136

COVER SHEET

GI-001

PROJECT AREA

SUGGESTED

LAYDOWN/ACCESS

ALTERNATE

LAYDOWN/ACCESS

CONSULTANTS

N

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EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number

Checked Drawn

Location

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DRAWING NO.

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© COPYRIGHT 2021, Walker Federal Services, LLC

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

WFS

GRAVESITE EXPANSION

PHASE 1

BATH NATIONAL CEMETERY

803CM3014

BJ; TW BJ; TJ

June 3, 2021

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

INDEX OF SHEETS

INTERMENT TABULATIONS

SECTION TYPE SIZE TOTALS

1 IGC 4 x 4 740

2 PPC 3 x 8 916 4 IGC 4 x 4 540 6 IGC 4 x 4 493

2,689

1 GI-001 COVER SHEET

2 GI-002 GENERAL NOTES

3 GI-003 KEY PLAN

4 V-101 TOPOGRAPHIC SURVEY

5 GC-101 CONSTRUCTION ACCESS PLAN

6 CE-101

EROSION CONTROL PLAN - STAGE 1 - NORTH

(STAGE 1 GRADING)

7 CE-102

EROSION CONTROL PLAN - STAGE 1 - SOUTH

(STAGE 1 GRADING)

8 CE-103

EROSION CONTROL PLAN - STAGE 1 - INSETS

(STAGE 1 GRADING)

9 CE-104 EROSION CONTROL PLAN - STAGE 2 - NORTH

(STAGE 2 GRADING)

10 CE-105 EROSION CONTROL PLAN - STAGE 2 - SOUTH

(STAGE 2 GRADING)

11 CE-106 EROSION CONTROL PLAN - STAGE 2 - INSETS

(STAGE 2 GRADING)

12 CE-201 EROSION CONTROL DETAILS

13 CD-101 DEMOLITION PLAN - NORTH

14 CD-102 DEMOLITION PLAN - SOUTH

15 CG-101 GRADING PLAN - OVERALL

16 CG-102 GRADING PLAN - NORTH

17 CG-103 GRADING PLAN - SOUTH

18 CG-104 GRADING PLAN - INSETS

19 CG-201 GRADING PROFILES

20 CG-202 GRADING PROFILES

21 CP-101 PAVING PLAN - NORTH

22 CP-102 PAVING PLAN - SOUTH

23 CP-201 PAVING DETAILS

24 CP-301 PAVING PROFILES

25 CS-101 STORMWATER MANAGEMENT PLAN - NORTH

26 CS-102 STORMWATER MANAGEMENT PLAN - SOUTH

27 CS-201 STORMWATER MANAGEMENT DETAILS

28 CS-202 STORMWATER MANAGEMENT DETAILS

29 CS-301 STORMWATER PROFILES

30 CS-302 STORMWATER PROFILES

31 CS-303 DRAINAGE COMPUTATIONS

32 LS-101 SITE DEVELOPMENT PLAN - NORTH

33 LS-102 SITE DEVELOPMENT PLAN - SOUTH

34 LS-201 SITE DEVELOPMENT DETAILS

35 LS-202 SITE DEVELOPMENT DETAILS

36 LS-203 SITE DEVELOPMENT DETAILS

37 LS-204 SITE DEVELOPMENT DETAILS

38 LS-205 SITE DEVELOPMENT DETAILS

39 LS-206 SITE DEVELOPMENT DETAILS

40 LS-301 GRAVESITE NUMBERING PLAN

41 LS-302 GRAVESITE NUMBERING PLAN

42 LS-303 GRAVESITE NUMBERING PLAN

43 LP-101 PLANTING PLAN - NORTH

44 LP-102 PLANTING PLAN - SOUTH

45 LP-103 PLANTING PLAN - INSETS

46 LP-201 PLANTING DETAILS & PLANT SCHEDULE

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

SHOWN OR INFERRED BY THESE DOCUMENTS.

2. ALL QUANTITIES SHOWN ARE ESTIMATED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR

TO DETERMINE THE ACTUAL QUANTITIES REQUIRED. THERE SHALL BE NO ADDITIONAL

COMPENSATION FOR ADDITIONAL QUANTITIES BEYOND THOSE SHOWN ON THE PLANS

UNLESS REQUIRED BY FIELD CHANGES AND APPROVED BY COR.

3. ALL DIMENSIONS ARE SHOWN PARALLEL AND PERPENDICULAR UNLESS OTHERWISE NOTED.

DO NOT SCALE DIMENSIONS OFF THE DRAWINGS.

4. AN NPDES PERMIT IS REQUIRED. APPLY FOR AND OBTAIN ALL NECESSARY PERMITS AND

LICENSES. COMPLY WITH ANY AND ALL FEDERAL, STATE, AND LOCAL ORDINANCES, LAWS OR

REGULATIONS APPLICABLE TO PERFORM THE WORK.

5. TWO GEOTECHNICAL REPORTS HAVE BEEN PREPARED FOR THIS SITE BY EMPIRE GEO

SERVICES, INC., DATED FEBRUARY 14, 2018 AND MARCH, 2021 AND ARE PROVIDED AS

APPENDICES TO THE PROJECT MANUAL. REFER TO REPORTS FOR PAVEMENT, SUBGRADE,

EARTHWORK, AND MATERIALS REQUIREMENTS. IF ANY DISCREPANCIES ARISE BETWEEN THE

PLANS, SPECIFICATIONS, AND REPORTS, THE MORE CONSERVATIVE REQUIREMENTS SHALL

GOVERN.

6. SUBMIT A PROPOSED CONSTRUCTION SCHEDULE TO THE COR PRIOR TO PROPOSED

MOBILIZATION. COORDINATE ALL ACTIVITIES WITH ALL APPROPRIATE AGENCIES HAVING

JURISDICTION. SCHEDULE IS SUBJECT TO APPROVAL BY COR. NO WORK SHALL COMMENCE

UNTIL SAID APPROVAL IS ISSUED. COORDINATE SCHEDULE TO CONFORM WITH COR'S

REQUIREMENTS.

7. PRESERVE ALL PROPERTY IRONS. REESTABLISH ANY DAMAGED OR DESTROYED DURING

PERIOD OF PERFORMANCE. SUCH IRONS SHALL BE REESTABLISHED BY A LICENSED LAND

SURVEYOR IN ACCORDANCE WITH STATE LAWS.

8. ALL EXISTING UTILITY SERVICE LINES, POLES, BOXES, METERS, ETC. ARE TO REMAIN IN PLACE

AND IN OPERATION, UNLESS THESE PLANS SPECIFICALLY CALL FOR THEIR ADJUSTMENT.

UTILITIES AND APPURTENANCES AS SHOWN ON THE PLANS REPRESENT THE BEST

INFORMATION OBTAINABLE FOR DESIGN. PLAN LOCATIONS SHOWN ARE NOT GUARANTEED.

LOCATE, FLAG, AND IDENTIFY ALL EXISTING UTILITIES AND APPURTENANCES PRIOR TO

EXCAVATION. EXERCISE EXTREME CARE TO AVOID ANY POSSIBILITY OF DAMAGE. THE

CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT.

9. DO NOT PROCEED WHEN OBSTRUCTIONS, CONFLICTS, AND/OR GRADE DIFFERENCES EXIST.

IMMEDIATELY NOTIFY COR. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL

DAMAGES, REVISIONS, AND REMEDIAL WORK, AS DETERMINED BY THE COR, DUE TO FAILURE

TO GIVE SUCH NOTIFICATION.

10. COMPLY WITH REQUIREMENTS OF DIG SAFELY NEW YORK TO LOCATE AND MARK

UTILITIES. MAKE REQUEST BETWEEN 2 AND 10 FULL WORKING DAYS IN ADVANCE OF

EXCAVATION, NOT COUNTING THE DAY THE REQUEST IS MADE, OR AS REQUIRED:

DIG SAFELY NEW YORK: 1-800-962-7962 OR 811

11. SAVE AND PROTECT ALL TREES NOT SPECIFICALLY IDENTIFIED FOR REMOVAL. EXCAVATION, PARKING, STORAGE, DUMPING, AND ALL OTHER ACTIVITIES THAT MAY RESULT IN SOIL

COMPACTION/CONTAMINATION OR PHYSICAL OR POTENTIAL TREE DAMAGE, AS

DETERMINED BY THE DISTRICT ARBORIST AND COR, ARE PROHIBITED WITHIN THE TREE

PROTECTION ZONES OF EXISTING TREES TO REMAIN, UNLESS OTHERWISE INDICATED. REFER

TO TEMPORARY TREE AND PLANT PROTECTION SPECIFICATIONS FOR DEFINITION OF TREE

PROTECTION ZONE AND REQUIREMENTS WHEN WORKING INSIDE AND/OR ADJACENT TO

EXISTING TREES TO REMAIN.

12. ALL TREE REMOVAL SHALL OCCUR BETWEEN OCTOBER 31 AND APRIL 1 PER FISH AND

WILDLIFE SERVICE'S REQUIREMENT PROTECTING NORTH LONG-EAR BAT.

13. INSTALL CONSTRUCTION FENCING WHEN WORK BEGINS AND MAINTAIN UNTIL WORK IS

COMPLETE AND ACCEPTED, OR OTHERWISE DIRECTED BY COR. FOLLOW REQUIREMENTS OF

010002 & COR'S DIRECTION.

14. COORDINATE OFF-SITE HAUL ROUTES (STATE HIGHWAYS, COUNTY ROADS, CITY STREETS,

PRIVATE LAND OWNERS) WITH THE APPROPRIATE PARTIES HAVING JURISDICTION. LOCATE

THE HAUL ROUTE FOR EARTHWORK OPERATIONS TO PREVENT INTERFERENCE WITH LOCAL

COMMERCIAL OPERATIONS. MAINTAIN ON-SITE HAUL ROUTES

15. ALL CONSTRUCTION AND DELIVERY TRAFFIC IS PROHIBITED FROM EXISTING OR PROPOSED

PAVED CEMETERY ROADS, UNLESS SPECIFICALLY APPROVED IN WRITING BY THE COR.

16. COORDINATE CONSTRUCTION WORK AFFECTING AND POTENTIALLY AFFECTING CEMETERY

TRAFFIC WITH THE COR AND CEMETERY DIRECTOR. MAINTAIN AT LEAST ONE OPEN LANE AT

ALL TIMES. COORDINATE ALL ACCESS, ROUTES OF ACCESS, AND STORAGE/PARKING AREAS

WITH COR. PROVIDE FLAGGERS WHEN CROSSING, ENTERING, AND WORKING IN OR

ADJACENT TO PUBLIC AND CEMETERY ROADS. ALL BARRICADES, WARNING SIGNS, LIGHTS,

DEVICES, ETC. FOR THE GUIDANCE AND PROTECTION OF TRAFFIC AND PEDESTRIANS SHALL

CONFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES. SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN TO COR NOT LESS THAN 7 DAYS

PRIOR TO ANY SUCH WORK. OBTAIN COR'S APPROVED PRIOR TO COMMENCING WORK.

17. 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 RIGID PROTECTIVE COVERS ON ALL HEADSTONES AND MEMORIALS WITHIN

10 FEET OF WORK AND AS DIRECTED BY COR. REMOVE AFTER ADJACENT WORK IS

COMPLETE, OR AS DIRECTED BY COR.

18. PERFORM EQUIPMENT REPAIR AND MAINTENANCE SOLELY OFFSITE OR WITHIN THE FENCED

CONTRACTOR'S LAYDOWN YARD AND CONCEALED FROM PUBLIC VIEW, UNLESS OTHERWISE

DIRECTED 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.

19. INSTALL ALL EROSION CONTROL DEVICES PER PLANS, APPROVED STORM WATER PREVENTION

POLLUTION PLAN (SWPPP) AND AS DIRECTED BY COR. INSTALL ACCORDING TO THE

CONSTRUCTION SEQUENCE.

20. CHECK AND REPLACE/REPAIR ALL EROSION CONTROL DEVICES AT THE END OF EACH DAY'S

CONSTRUCTION AND DURING RAIN EVENTS THROUGHOUT CONSTRUCTION AND UNTIL THE

PROJECT IS ACCEPTED BY THE GOVERNMENT.

21. MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES DURING CONSTRUCTION. RESTORE ANY

DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION TO THE

SATISFACTION OF THE OWNING AUTHORITY.

22. ALL SALVAGED, SURPLUS, AND EXCESS MATERIAL, DEBRIS, RUBBLE, AND OTHER WASTE

MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR. REMOVE FROM THE SITE

AND DISPOSE OF LEGALLY OFF GOVERNMENT'S PROPERTY.

23. RESTORE ALL AREAS AND ITEMS DAMAGED DURING CONSTRUCTION TO A CONDITION EQUAL

TO OR BETTER THAN THE EXISTING CONDITION, AS APPROVED BY THE COR.

24. REFER TO NOTES ON THE CONSTRUCTION ACCESS PLAN, GC-101, REGARDING CONTRACTOR'S

POTENTIAL USE OF ADJACENT PRIVATE PROPERTY AND THE ULTIMATE CONFIGURATION OF

LAYDOWN/ACCESS AREA.

25. PROVIDE PROPERTY OWNER'S WRITTEN CONSENT OF ABOVE TWO ITEMS PRIOR TO

MOBILIZATION.

GENERAL NOTES

GI-002

N

C

A

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EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

Of

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

© COPYRIGHT 2021, Walker Federal Services, LLC

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

WFS

GRAVESITE EXPANSION

PHASE 1

BATH NATIONAL CEMETERY

803CM3014

BJ; TW BJ; TJ

June 3, 2021

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

GENERAL NOTES

1. ALL STORM SEWER STRUCTURES SHALL CONFORM TO NYSDOT STANDARDS, UNLESS

APPROVED OTHERWISE BY COR.

2. COORDINATE CONSTRUCTION OF STORM SEWER LINES WITH OTHER CONSTRUCTION

ACTIVITIES ON SITE.

3. VERIFY LOCATIONS OF EXISTING STORM WATER STRUCTURES PRIOR TO THE START OF

CONSTRUCTION.

4. ENSURE THAT ALL TRENCHES AND EXCAVATIONS MADE IN THE SUBGRADE ARE

BACKFILLED ACCORDING TO SPECIFICATIONS, ADJUSTED TO THE REQUIRED UNIFORM

MOISTURE CONTENT, AND COMPACTED TO THE SPECIFIED DENSITY.

1. EXISTING LAWN/MEADOWS AND TREES OUTSIDE THE NOTED LIMITS OF CONSTRUCTION SHALL

BE OFF LIMITS TO ANY TYPE OF CONSTRUCTION ACTIVITY EXCEPT FOR AUTHORIZED FINAL

SEEDING OPERATIONS. WORK SHALL BE LIMITED AS MUCH AS POSSIBLE TO WITHIN THE LIMITS

OF GRADING. USE SMALLER EQUIPMENT WHERE NECESSARY.

2. STRIP A LAYER OF TOPSOIL IN ALL AREAS OF CUT AND FILL TO THE MINIMUM DEPTH

INDICATED. STOCKPILE AND RE-SPREAD SUFFICIENT TOPSOIL TO A MINIMUM DEPTH OF 6

INCHES IN ALL DISTURBED AREAS TO RECEIVE TURF OR OTHER PLANTINGS.

3. THE FINISHED GRADE INDICATES THE SURFACE ELEVATION AFTER THE TOPSOIL AND PAVING

HAVE BEEN PLACED, FINISHED, AND COMPACTED.

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

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

AND BOTTOM OF SLOPES WHERE PROPOSED GRADES MEET EXISTING GRADES OR PROPOSED

GRADES OF DIFFERING SLOPES ARE NOT ACCEPTABLE. SURVEY STAKES ARE FOR GENERAL

GRADING PURPOSES ONLY. NOT ALL SLOPES ARE CONSTANT AND THEREFORE REFER TO THE

GRADING PLANS FOR FINAL GRADE SHAPING. THE GRADING SHALL BE APPROVED BY THE COR

PRIOR TO THE ADDITION OF THE TOPSOIL LAYER.

5. SCARIFYING OVER UTILITY LINES MAY BE ELIMINATED, IF IN THE OPINION OF THE ENGINEER, A

HAZARDOUS SITUATION EXISTS.

6. PROVIDE TEMPORARY SHORING, BRACING AND/OR FALSEWORK REQUIRED TO SUPPORT AND

PROTECT ALL ITEMS AFFECTED BY THE WORK. OBTAIN DETAILS, DESIGN, AND PROCEDURE

SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NEW YORK AND AS

APPROVED BY THE COR. PROVIDE SAFETY RAILING AT THE TOP OF TEMPORARY SHORING AS

REQUIRED BY OSHA. BARRICADE THE EXCAVATED AREA WHEN WORK IS NOT OCCURRING.

7. ALL EXCESS EXCAVATED MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND

REMOVED FROM THE PROJECT SITE. REMOVE FROM SITE AND DISPOSE OF LEGALLY OFF

GOVERNMENT'S PROPERTY. DISPOSE OF ALL SURPLUS EXCAVATED MATERIAL AT A SITE

ACCEPTABLE TO THE FLOOD PLAIN ADMINISTRATOR. DEPOSIT NO MATERIAL IN LOW AREAS

OR ALONG NATURAL DRAINAGE WAYS WITHOUT WRITTEN PERMISSION FROM THE AFFECTED

PROPERTY OWNER AND FLOOD PLAIN ADMINISTRATOR. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL DAMAGE RESULTING FROM SUCH UNAUTHORIZED FILL AND SHALL

REMOVE THE MATERIAL PROMPTLY AND WITHOUT COST TO THE GOVERNMENT.

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

COMPACTION TESTS. REFER TO 01 45 29 FOR REQUIRED FREQUENCY OF TESTING. PERFORM A

SUFFICIENT NUMBER OF TESTS TO ENSURE THAT BACKFILLED AREAS MEET ESTABLISHED

REQUIREMENTS. IF THE 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 OWNER'S REPRESENTATIVE AS SOON AS

PRACTICAL.

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

FROZEN EXCAVATION OR A BLANKET OF SNOW IS ENCOUNTERED.

10. PROVIDE A FULL-TIME SOILS ENGINEER ON SITE DURING ANY CUT AND FILL OPERATIONS.

GRADING NOTES STORM SEWER NOTES

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LIMITS OF WORKLOW

PROPERTY LINE

| APPROXIMATE LIMIT OF ADJACENT GRAVES;

VERIFY W/ COR WHEN WORKING NEARBY &

FOLLOW COR'S DIRECTION

EXISTING TREE; PROTECT PER 015639 TREE

AND PLANT PROTECTION UNLESS OTHERWISE

INDICATED

GENERAL

EXISTING BRUSH AND GRASSES

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Approved:

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DRAWING NO.

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© COPYRIGHT 2021, Walker Federal Services, LLC

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

WFS

GRAVESITE EXPANSION

PHASE 1

BATH NATIONAL CEMETERY

803CM3014

BJ; TW BJ; TJ

June 3, 2021

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

KEY

LS-102

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Drawing Title

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DRAWING NO.

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WALKER FEDERAL SERVICES, LLC.

7820B WORMANS MILL ROAD

SUITE 162

FREDERICK, MARYLAND 21701

TOWN OF BATH, STEUBEN COUNTY, NY

803CM3014

W.T.W. D.E.C.

(NOT TO SCALE)

LOCATION MAP

SITE

N O

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TH

BOUNDARY AND PARTIAL

TOPOGRAPHIC SURVEY

B-101

DATE: 09-01-2020

REVISED PER CLIENT COMMENTS 09-18-20

T4D02 Text Box V-101

T4D02 Text Box

GRAVESITE EXPANSION

T4D02 Rectangle

T4D02 Text Box June 3, 2021

T4D02 Text Box 4 46

T4D02 Text Box

TOPOGRAPHIC SURVEY

T4D02 Text Box

T4D02 Text Box

BATH NATIONAL CEMETERY

T4D02 Text Box

MONITORING WELL

T4D02 Line

LIMITS OF WORKLOW

PROPERTY LINE

POSSIBLE LAYDOWN YARD & CONSTRUCTION ACCESS;

LETTER OF PERMISSION OR EASEMENT REQUIRED;

REFER TO NOTES, BELOW

| APPROXIMATE LIMIT OF ADJACENT GRAVES;

VERIFY W/ COR WHEN WORKING NEARBY &

FOLLOW COR'S DIRECTION

EXISTING TREE; PROTECT PER 015639 TREE

AND PLANT PROTECTION UNLESS OTHERWISE

INDICATED

TPF

GENERAL

EXISTING BRUSH AND GRASSES

| | PROPOSED BURIAL SECTION

CE-201

TREE PROTECTION FENCE

SC.2

SC.1 1

LS-201

SC.1 - CONSTRUCTION SIGN

LS-201

SC.2 - SAFETY SIGN

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CONSTRUCTION FENCE

CONSTRUCTION ACCESS

ROUTE

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N56° 01' 30.09"ESOUTH PL

SUGGESTED CONSTRUCTION LAYDOWN/ACCESS;

REFER TO NOTES

0 15 30 60 90

CONSTRUCTION ACCESS PLAN

GC-101

LEGEND

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DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

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Of

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© COPYRIGHT 2021, Walker Federal Services, LLC

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

WFS

GRAVESITE EXPANSION

PHASE 1

BATH NATIONAL CEMETERY

803CM3014

BJ; TW BJ; TJ

June 3, 2021

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

NOTES

1. THE LAYDOWN/ACCESS ROUTE AND RELATED EROSION &

SEDIMENT CONTROL, GRADING, AND OTHER SITE WORK

SHOWN ON PRIVATE PROPERTY HEREIN CONSTITUTES

BASIS-OF-DESIGN, REPRESENTING THE DESIGN INTENT AND ONE

POSSIBLE ARRANGEMENT ACCEPTABLE TO THE GOVERNMENT.

2. ACTUAL LAYDOWN/ACCESS ROUTE AND RELATED EROSION &

SEDIMENT CONTROL, GRADING, AND SITE WORK SHALL BE BY

CONTRACTOR'S MEANS AND METHODS, SUBJECT TO COR'S

WRITTEN APPROVAL AND REQUIREMENTS OF JURISDICTIONS

HAVING AUTHORITY. CONTRACTOR IS RESPONSIBLE FOR

NEGOTIATING AND OBTAINING USE OF ADJACENT PRIVATE

PROPERTY, INCLUDING ANY UTILITIES AND SERVICES, AS

CONTRACTOR DEEMS NECESSARY. RETURN PROPERTY TO

CONDITION EQUAL TO THAT PRECEDING MOBILIZATION,

UNLESS OTHERWISE APPROVED IN WRITING BY OWNER.

3. THIS AND A SECOND LAYDOWN/ACCESS CONFIGURATION HAVE

BEEN DISCUSSED W/ PRIVATE PROPERTY OWNER. CONTACT

BRYAN DICKSON, KNIGHT SETTLEMENT SAND & GRAVEL,

607-776-2048.

4. PROVIDE PROPERTY OWNER'S WRITTEN CONSENT OF ABOVE

ITEMS 1 AND 2 PRIOR TO MOBILIZATION.

5. PROVIDE AN ALLOWANCE OF NOT LESS THAN $20,000 FOR

PROPERTY LEASE.

6. PROVIDE PLAN INDICATING LAYDOWN, TRAILER, PARKING, AND

TEMPORARY UTILITIES FOR COR'S REVIEW AND APPROVAL NOT

LESS THAN 30 DAYS PRIOR TO MOBILIZATION.

7. LIMITS OF WORK SHOWN OUTSIDE OF GOVERNMENT'S

PROPERTY, APART FROM THAT ABOVE, ARE FOR LEGIBILITY

ONLY UNLESS OTHERWISE INDICATED AND DO NOT INFER OR

AUTHORIZE APPROVED ACCESS TO OR USE OF ADJACENT

PROPERTY, BEYOND THAT STIPULATED IN PROPERTY OWNER'S

WRITTEN CONSENT, ABOVE.

8. COORDINATE TEMPORARY LANE CLOSURES & ANY WORK

POTENTIALLY AFFECTING CEMETERY OPERATIONS W/ COR NOT

LESS THAN 7 DAYS IN ADVANCE OF EACH PROPOSED ACTIVITY.

MAINTAIN AT LEAST ONE FULL TRAFFIC LANE ON ALL ROADS AT

ALL TIMES. PROVIDE FLAGGERS AND SIGNAGE AS REQUIRED BY

COR. OBTAIN COR'S WRITTEN APPROVAL OF EACH PROPOSED

LANE CLOSURE, SCHEDULE, AND TRAFFIC CONTROL MEASURES

& DEVICES. FOLLOW COR'S DIRECTION.

9. FOR IMPROVEMENTS INDICATED WITHIN TREE PROTECTION

ZONES, TREE PROTECTION MAY BE REMOVED DURING THE

RESPECTIVE WORK ACTIVITY WITH COR'S WRITTEN APPROVAL.

INSTALL CONSTRUCTION MATTING FOR EQUIPMENT ACCESS

WITHIN TREE PROTECTION ZONES. ADHERE TO REQUIREMENTS

OF 01 56 29. DO NOT ALLOW ANY OTHER ACCESS OR ACTIVITY

WITHIN ZONE DURING CITED WORK ACTIVITY. REPLACE

FENCING IMMEDIATELY FOLLOWING CITED WORK ACTIVITY

AND AS DIRECTED BY COR.

G

B a t h

N a t C e m

E x p c m C a d d o c s

G C C o n s t r u c t i o n

A c c e s s d w g

P M

T D

S t d D W G

T o

P D F p c

L

O

W

L O

W

LOWLOWLOWLOWLOWL

O

W

L O

W

L O

W

L O

W

L

O

W

IN

SE

T

- A

IN

SE

T

- A

S S

F

SSF

S S

F

S S

F

11681170

11841186 x x x x x x x x x x x x x x x x x x x x x x x x x x x

SSF SSF SSF SSF SSF SSF

S S

F

S

S

F

S

S

F

S

S

FFLOW SPREADER

(SEE DETAIL 9 ON SHT CS-201 FOR

RIPRAP INFORMATION ONLY)

'-0

POSSIBLE TOP SOIL

STOCK PILE AREA

(SEE NOTE 3)

TERMINATE INNER RUN

OF SUPER SILT FENCETIE SUPER SILT FENCE INTO

CONSTRUCTION FENCE

NEW ASPHALT ROAD

75'-0"

SEDIMENT TRAP #1

BOTTOM EL. = 1170.00

MATCHLINE MATCHLINE

MATCHLINEMATCHLINE

DIVERSION DIKE

(SEE NOTE 1)

*INV. 1172.50

TEMPORARY

21" CMP x 250 LF @ 8.8%

INV. 1150.50

PROPERTY LINE

EXISTING TREE; PROTECT PER 015639

TREE AND PLANT PROTECTION

EXISTING BRUSH AND GRASSES

| PROPOSED BURIAL SECTION

TPF

TREE PROTECTION FENCE

EXISTING GRADE CONTOUR

SSF

x

GRAVEL, SIZED D50=6

DRAINAGE PIPE (FLOW DIRECTION)

SILTATION DIVIDE

CRITICAL SLOPE

(SEE NOTE 7)

CE-201

CONSTRUCTION FENCE

CE-201

SUPER SILT FENCE

CE-201

DIVERSION DIKE

TEMPORARY GRADE CONTOUR

NEW CURB AND EDGE OF

ASPHALT PAVEMENT

LIMITS OF WORKLOW

EROSION CONTROL PLAN

STAGE 1 - NORTH

(STAGE 1 GRADING)

CE-101

0 10 20 40 60

N

C

A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

Of

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

© COPYRIGHT 2021, Walker Federal Services, LLC

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

WFS

GRAVESITE EXPANSION

PHASE 1

BATH NATIONAL CEMETERY

803CM3014

June 3, 2021

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

MM

1011 N. CAUSEWAY BLVD., STE 19

MANDEVILLE, LA 70471

ALAL

Engineering

PRINCIPPRINCIP

ACM

KEY

STAGE 1 SEQUENCE OF CONSTRUCTION

1. INSTALL A MINIMUM OF 75 FEET OF THE CONSTRUCTION ENTRANCE INCLUDING THE WASH

RACK, THE SEDIMENT TRAP AND SAFETY SIGNAGE ALONG LONGWELL LANE.

2. CLEAR ONLY THE AREAS NEEDED TO INSTALL STAGE 1 EROSION AND SILTATION CONTROLS

INCLUDING THE CONSTRUCTION FENCE, SUPER SILT FENCE, SEDIMENT TRAP #1 AND THE

DIVERSION DIKE.

3. CONDUCT OVERALL SITE CLEARING, GRUBBING, SOIL STOCK, AND DEMOLITION.

4. CONSTRUCT FILL EMBANKMENT AND CUT NEW SLOPES ACCORDING TO GRADING PLAN.

5. SPREAD TOPSOIL AND APPLY PERMANENT SEEDING OR SOD TO MAXIMUM EXTENT PRACTICAL.

1. CONTRACTOR SHALL MAINTAIN DIVERSION DIKE DURING SITE

CLEARING AND FILL OPERATIONS TO ENSURE THAT FLOWS FROM

THE WESTERN HALF OF THE SITE WILL DRAIN TOWARDS THE

SEDIMENT TRAP.

2. CONSTRUCTION TRAILER SHALL PROVIDE PORT-A-JOHNS AND

BOTTLED WATER.

3. SILT FENCE SHALL BE PLACED AROUND THE BASE OF THE SOIL

STOCKPILE ONCE LOCATION AND SIZE HAS BEEN ESTABLISHED

AND APPROVED BY COR.

4. INSTALLATION AND MAINTENANCE OF EROSION CONTROL

MEASURES SHALL CONFORM TO ALL APPLICABLE STANDARDS AS

MANDATED BY THE STATE OF NEW YORK AND THE

SPECIFICATIONS.

5. ALL DISTURBED OFFSITE AREAS SHALL BE RESTORED TO

ORIGINAL OR BETTER CONDITION AT SUCH TIME AS THE COUNTY

INSPECTOR DETERMINES THAT THE EROSION AND SILTATION

CONTROLS CAN BE REMOVED.

6. WATER SOURCE FOR THE WASH RACK SHALL BE PROVIDED BY A

WATER TRUCK.

7. CRITICAL SLOPES ARE TO BE SEEDED AND MULCHED, OR SODDED

AND PEGGED 7 TO 10 DAYS ONCE BROUGHT UP TO FINAL GRADE.

8. PORTIONS OF TREE PROTECTION FENCE MAY REQUIRE REMOVAL

AND RE-INSTALLATION TO ACCOMMODATE PROPER GRADE

TIE-INS.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR SOURCING WATER

AND MEETING ALL LOCAL AND STATE REGULATIONS.

LEGEND

NOTES

SH

T

CE

-1

W

L O

W

L O

W

L O

W

L O

W

L O

W

L

O

W

L

O

W

L O

W

L O

W

L O

W

L O

W

L O

W

L O

W

L

O

W

T P

F

T

P

F

T

P

F

T P

F

T

P

F

T

P

F

T

P

F

T

P

F

T

P

F

LO

W

T

P

F

T P

F

T

P

F

IN

SE

T

- B

IN

SE

T

- B

S

S

F

S

S

F

S

S

F

S

S

F

S

S

F

S

S

F

S

S

F

S S

F

S S

F

S S

F x x x x x x x x x x x x x x x x x x x x

S S

F

S S

F

S S

F

S S

F

S S

F

S

S

F x x x x x

10'-0"

5'-0" BETWEEN

SSF RUNS

TIE CONSTRUCTION FENCE

INTO EXISTING FENCE

TERMINATE INNER RUN

OF SUPER SILT FENCE

TIE SUPER SILT FENCE INTO

CONSTRUCTION FENCE

DIVERSION DIKE

(SEE NOTE 1)

EN

SU

RE

P

O

SI

TI

VE

F

LO

W DRAINAGE AREA = 4.3 AC

VOLUME REQ'D = 15,480 CF

VOLUME PROVIDED = 16,906 CF

DAM HEIGHT = 5 FT

TOP OF DAM = 1175.00

BARREL DIA. = 21"

ST1

MATCHLINE MATCHLINE

MATCHLINEMATCHLINE

PROPERTY LINE

EXISTING TREE; PROTECT PER 015639

TREE AND PLANT PROTECTION

EXISTING BRUSH AND GRASSES

| PROPOSED BURIAL SECTION

TPF

TREE PROTECTION FENCE

EXISTING GRADE CONTOUR

SSF

x

GRAVEL, SIZED D50=6

DRAINAGE PIPE (FLOW DIRECTION)

SILTATION DIVIDE

CRITICAL SLOPE

(SEE NOTE 7)

CE-201

CONSTRUCTION FENCE

CE-201

SUPER SILT FENCE

CE-201

DIVERSION DIKE

TEMPORARY GRADE CONTOUR

NEW CURB AND EDGE OF

ASPHALT PAVEMENT

LIMITS OF WORKLOW

0 10 20 40 60

N

C

A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

Of

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

© COPYRIGHT 2021, Walker Federal Services, LLC

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

WFS

GRAVESITE EXPANSION

PHASE 1

BATH NATIONAL CEMETERY

803CM3014

June 3, 2021

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

EROSION CONTROL PLAN

STAGE 1 - SOUTH

(STAGE 1 GRADING)

CE-102

MM

1011 N. CAUSEWAY BLVD., STE 19

MANDEVILLE, LA 70471

ALAL

Engineering

PRINCIPPRINCIP

ACM

1. CONTRACTOR SHALL MAINTAIN DIVERSION DIKE DURING SITE

CLEARING AND FILL OPERATIONS TO ENSURE THAT FLOWS FROM

THE WESTERN HALF OF THE SITE WILL DRAIN TOWARDS THE

SEDIMENT TRAP.

2. CONSTRUCTION TRAILER SHALL PROVIDE PORT-A-JOHNS AND

BOTTLED WATER.

3. SILT FENCE SHALL BE PLACED AROUND THE BASE OF THE SOIL

STOCKPILE ONCE LOCATION AND SIZE HAS BEEN ESTABLISHED

AND APPROVED BY COR.

4. INSTALLATION AND MAINTENANCE OF EROSION CONTROL

MEASURES SHALL CONFORM TO ALL APPLICABLE STANDARDS AS

MANDATED BY THE STATE OF NEW YORK AND THE

SPECIFICATIONS.

5. ALL DISTURBED OFFSITE AREAS SHALL BE RESTORED TO

ORIGINAL OR BETTER CONDITION AT SUCH TIME AS THE COUNTY

INSPECTOR DETERMINES THAT THE EROSION AND SILTATION

CONTROLS CAN BE REMOVED.

6. WATER SOURCE FOR THE WASH RACK SHALL BE PROVIDED BY A

WATER TRUCK.

7. CRITICAL SLOPES ARE TO BE SEEDED AND MULCHED, OR SODDED

AND PEGGED 7 TO 10 DAYS ONCE BROUGHT UP TO FINAL GRADE.

8. PORTIONS OF TREE PROTECTION FENCE MAY REQUIRE REMOVAL

AND RE-INSTALLATION TO ACCOMMODATE PROPER GRADE

TIE-INS.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR SOURCING WATER

AND MEETING ALL LOCAL AND STATE REGULATIONS.

KEY

LEGEND

NOTES

SH

T

CE

-1

STAGE 1 SEQUENCE OF CONSTRUCTION

1. INSTALL A MINIMUM OF 75 FEET OF THE CONSTRUCTION ENTRANCE INCLUDING THE WASH

RACK, THE SEDIMENT TRAP AND SAFETY SIGNAGE ALONG LONGWELL LANE.

2. CLEAR ONLY THE AREAS NEEDED TO INSTALL STAGE 1 EROSION AND SILTATION CONTROLS

INCLUDING THE CONSTRUCTION FENCE, SUPER SILT FENCE, SEDIMENT TRAP #1 AND THE

DIVERSION DIKE.

3. CONDUCT OVERALL SITE CLEARING, GRUBBING, SOIL STOCK, AND DEMOLITION.

4. CONSTRUCT FILL EMBANKMENT AND CUT NEW SLOPES ACCORDING TO GRADING PLAN.

5. SPREAD TOPSOIL AND APPLY PERMANENT SEEDING OR SOD TO MAXIMUM EXTENT PRACTICAL.

W

L

O

W

L

O

W

L

O

W

L

O

W

L

O

W

L

O

W

L

O

W

L

O

W

IN

SE

T

- A

IN

SE

T

- A

1144114611481150

S

S

F

S

S

F

S

S

F

S

S

F

S

S

F

S

S

F

S

S

F

S

S

F

GRADING AND GRAVEL TO TERMINATE AT THIS POINT UNTIL SUCH

TIME AS THE ONSITE ROADWAY IS BROUGHT UP TO FINAL GRADE.

THE REMAINDER OF THE CONSTRUCTION ROAD TO BE BROUGHT UP

ALONG WITH ONSITE GRADING. ONCE THE SITE AND ROAD ARE AT

ULTIMATE GRADE, STONE BASE CAN BE EXTENDED ONTO THE SITE.

GRAVEL

LAYDOWN AREA

(±200 VAULTS)

CONSTRUCTION

ENTRANCE

WASH RACK

DIVERSION DIKE

6FT GRAVEL WEIR

300'

300'

CONSTRUCTION

ENTRANCE AHEAD SIGN

CONSTRUCTION

ENTRANCE AHEAD SIGN

STOP SIGN

25'-0"

R2 0'

-0

R20'-0"

TERMINATE SILT FENCE

TIE SUPER SILT FENCE INTO

CONSTRUCTION FENCE

GATE

MATCHLINE

L

O

W

L

O

W

L O

W

IN

SE

T

- B

IN

SE

T

- B

MATCHLINE

MATCHLINE PROPERTY LINE

EXISTING TREE; PROTECT PER 015639

TREE AND PLANT PROTECTION

EXISTING BRUSH AND GRASSES

| PROPOSED BURIAL SECTION

TPF

TREE PROTECTION FENCE

EXISTING GRADE CONTOUR

SSF

x

GRAVEL, SIZED D50=6

DRAINAGE PIPE (FLOW DIRECTION)

SILTATION DIVIDE

CRITICAL SLOPE

(SEE NOTE 7)

CE-201

CONSTRUCTION FENCE

CE-201

SUPER SILT FENCE

CE-201

DIVERSION DIKE

TEMPORARY GRADE CONTOUR

NEW CURB AND EDGE OF

ASPHALT PAVEMENT

LIMITS OF WORKLOW

0 10 20 40 60

N

C

A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

Of

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

© COPYRIGHT 2021, Walker Federal Services, LLC

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

WFS

GRAVESITE EXPANSION

PHASE 1

BATH NATIONAL CEMETERY

803CM3014

June 3, 2021

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

EROSION CONTROL PLAN

STAGE 1 - INSETS

(STAGE 1 GRADING)

CE-103

MM

1011 N. CAUSEWAY BLVD., STE 19

MANDEVILLE, LA 70471

ALAL

Engineering

PRINCIPPRINCIP

ACM

A

INSET A

B

INSET B

KEY

1. CONTRACTOR SHALL MAINTAIN DIVERSION DIKE DURING SITE

CLEARING AND FILL OPERATIONS TO ENSURE THAT FLOWS FROM

THE WESTERN HALF OF THE SITE WILL DRAIN TOWARDS THE

SEDIMENT TRAP.

2. CONSTRUCTION TRAILER SHALL PROVIDE PORT-A-JOHNS AND

BOTTLED WATER.

3. SILT FENCE SHALL BE PLACED AROUND THE BASE OF THE SOIL

STOCKPILE ONCE LOCATION AND SIZE HAS BEEN ESTABLISHED

AND APPROVED BY COR.

4. INSTALLATION AND MAINTENANCE OF EROSION CONTROL

MEASURES SHALL CONFORM TO ALL APPLICABLE STANDARDS AS

MANDATED BY THE STATE OF NEW YORK AND THE

SPECIFICATIONS.

5. ALL DISTURBED OFFSITE AREAS SHALL BE RESTORED TO

ORIGINAL OR BETTER CONDITION AT SUCH TIME AS THE COUNTY

INSPECTOR DETERMINES THAT THE EROSION AND SILTATION

CONTROLS CAN BE REMOVED.

6. WATER SOURCE FOR THE WASH RACK SHALL BE PROVIDED BY A

WATER TRUCK.

7. CRITICAL SLOPES ARE TO BE SEEDED AND MULCHED, OR SODDED

AND PEGGED 7 TO 10 DAYS ONCE BROUGHT UP TO FINAL GRADE.

8. PORTIONS OF TREE PROTECTION FENCE MAY REQUIRE REMOVAL

AND RE-INSTALLATION TO ACCOMMODATE PROPER GRADE

TIE-INS.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR SOURCING WATER

AND MEETING ALL LOCAL AND STATE REGULATIONS.

LEGEND

NOTES

SH

T

CE

-1

SH

T

CE

-1

STAGE 1 SEQUENCE OF CONSTRUCTION

1. INSTALL A MINIMUM OF 75 FEET OF THE CONSTRUCTION ENTRANCE INCLUDING THE WASH

RACK, THE SEDIMENT TRAP AND SAFETY SIGNAGE ALONG LONGWELL LANE.

2. CLEAR ONLY THE AREAS NEEDED TO INSTALL STAGE 1 EROSION AND SILTATION CONTROLS

INCLUDING THE CONSTRUCTION FENCE, SUPER SILT FENCE, SEDIMENT TRAP #1 AND THE

DIVERSION DIKE.

3. CONDUCT OVERALL SITE CLEARING, GRUBBING, SOIL STOCK, AND DEMOLITION.

4. CONSTRUCT FILL EMBANKMENT AND CUT NEW SLOPES ACCORDING TO GRADING PLAN.

5. SPREAD TOPSOIL AND APPLY PERMANENT SEEDING OR SOD TO MAXIMUM EXTENT PRACTICAL.

W

L O

W

LOWLOWLOWLOWLOWL

O

W

L O

W

L O

W

L O

W

L

O

W

11721174

117411761178

118611

S S

F

SSF

S S

F

S S

F

SSF SSF SSF SSF SSF SSF

S S

F

S

S

F

DI-4

DI-2

CB-5

DI-1

OUTLET

CTRL MH

CB-4

S

S

F

S

S

F

CB-6

IN

SE

T

- A

IN

SE

T

- A

NEW ASPHALT ROAD

IP

IP

IP

IPIP

MATCHLINE MATCHLINE

MATCHLINEMATCHLINE

IP

IP

CMP DRAIN PIPE TO BE

ABANDONED IN PLACE

(SEE SEQUENCE NOTE 4)

TERMINATE CMP DRAIN

PIPE 5 FEET WITHIN

PROPERTY LINE

(SEE SEQUENCE NOTE 4)

NEW CURB AND EDGE OF

ASPHALT PAVEMENT

C

CS-202

NEW DRAIN INLET

CS-202

NEW CATCH BASIN

LS-202

NEW DRAINAGE CLEAN OUT

CS-202

NEW DRAIN MANHOLE

EXISTING GRADE CONTOUR

NEW GRADE CONTOUR

SSF

x

* CRITICAL SLOPE

(SEE NOTE 7)

CE-201

CONSTRUCTION FENCE

CE-201

SUPER SILT FENCE

CE-201

FROM CATCH TO SPILL CURB

LS-204

PERMANENT CHAIN LINK FENCE

CP-201

PROPERTY LINE

EXISTING TREE; PROTECT PER 015639

TREE AND PLANT PROTECTION

EXISTING BRUSH AND GRASSES

IP 5,6

CE-201

INLET PROTECTION

DRAINAGE PIPE (FLOW DIRECTION)

LIMITS OF WORKLOW

| PROPOSED BURIAL SECTION

TPF

TREE PROTECTION FENCE

EROSION CONTROL PLAN

STAGE 2 - NORTH

(STAGE 2 GRADING)

CE-104

0 10 20 40 60

N

C

A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

Of

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

© COPYRIGHT 2021, Walker Federal Services, LLC

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

WFS

GRAVESITE EXPANSION

PHASE 1

BATH NATIONAL CEMETERY

803CM3014

June 3, 2021

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

MMACM

KEY

1011 N. CAUSEWAY BLVD., STE 19

MANDEVILLE, LA 70471

ALAL

Engineering

PRINCIPPRINCIP

STAGE 2 SEQUENCE OF CONSTRUCTION

1. CONSTRUCT SITE UTILITIES, ROADWAYS AND INTERNMENT AREAS TO NEAR

FINAL GRADE INLET PROTECTION DEVICES SHALL BE INSTALLED AS SOON AS

PRACTICAL.

2. ADJUST SUPER SILT FENCE AS NECESSARY TO ACCOMMODATE FINAL SITE

GRADING.

3. REMOVE TEMPORARY ACCESS RAMP AND CONSTRUCTION ENTRANCE,

COMPLETE THE STABILIZATION AND SITE RESTORATION. SEE LANDSCAPE PLANS.

4. ABANDON TEMPORARY CMP DRAIN PIPE FROM SEDIMENT TRAP IN PLACE.

· FILL WITH FLOWABLE FILL.

· REMOVE PORTION OF OUTFALL PIPE TO 5 FEET WITHIN THE PROPERTY LINE,

ABANDON AND FILL REMAINING PIPE WITH FLOWABLE FILL.

· REMOVE FLOW SPREADER AND RESTORE GRADE TO EXISTING.

5. AFTER ACHIEVING ADEQUATE STABILIZATION, THE EROSION AND SILTATION

CONTROLS SHALL BE REMOVED, AS APPROVED BY THE COR.

1. CONTRACTOR SHALL MAINTAIN DIVERSION DIKE DURING SITE

CLEARING AND FILL OPERATIONS TO ENSURE THAT FLOWS FROM

THE WESTERN HALF OF THE SITE WILL DRAIN TOWARDS THE

SEDIMENT TRAP.

2. CONSTRUCTION TRAILER SHALL PROVIDE PORT-A-JOHNS AND

BOTTLED WATER.

3. SILT FENCE SHALL BE PLACED AROUND THE BASE OF THE SOIL

STOCKPILE ONCE LOCATION AND SIZE HAS BEEN ESTABLISHED AND

APPROVED BY COR.

4. INSTALLATION AND MAINTENANCE OF EROSION CONTROL

MEASURES SHALL CONFORM TO ALL APPLICABLE STANDARDS AS

MANDATED BY THE STATE OF NEW YORK AND THE

SPECIFICATIONS.

5. ALL DISTURBED OFFSITE AREAS SHALL BE RESTORED TO ORIGINAL

OR BETTER CONDITION AT SUCH TIME AS THE COUNTY INSPECTOR

DETERMINES THAT THE EROSION AND SILTATION CONTROLS CAN

BE REMOVED.

6. WATER SOURCE FOR THE WASH RACK SHALL BE PROVIDED BY A

WATER TRUCK.

7. CRITICAL SLOPES ARE TO BE SEEDED AND MULCHED, OR SODDED

AND PEGGED 7 TO 10 DAYS ONCE BROUGHT UP TO FINAL GRADE.

8. PORTIONS OF TREE PROTECTION FENCE MAY REQUIRE REMOVAL

AND RE-INSTALLATION TO ACCOMMODATE PROPER GRADE

TIE-INS.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR SOURCING WATER AND

MEETING ALL LOCAL AND STATE REGULATIONS.

10. REFER TO LANDSCAPE PLAN FOR PERMANENT SEED

SPECIFICATIONS AND TOP SOIL PREPARATION REQUIREMENTS.

11. REMOVE TEMPORARY CONSTRUCTION ACCESS EMBANKMENT AND

SURFACES, AND RESTORE SITE TO PRE-CONSTRUCTION CONDITION

OR BETTER, AS FINAL ITEM OF WORK.

12. GRAVEL REMAINING FOLLOWING REMOVAL OF EARTHEN

CONSTRUCTION RAMP MAY BE LEFT AT THE DISCRETION OF THE

PROPERTY OWNER, IF SO INDICATING IN LETTER OF ACCESS.

SH

T

CE

-1

LEGEND

NOTES

W

L O

W

L O

W

L O

W

L O

W

L O

W

L

O

W

L

O

W

L O

W

L O

W

L O

W

L O

W

L O

W

L O

W

L

O

W

T P

F

T

P

F

T

P

F

T P

F

T

P

F

T

P

F

T

P

F

T

P

F

T

P

F

LO

W

T

P

F

T P

F

T

P

F

781178

801180

118211

11781180

S

S

F

S

S

F

S

S

F

S

S

F

S

S

F

S

S

F

S

S

F

S S

F

S S

F

S S

F

DMH-2

CB-3

DHM-1

CB-2

CB-1

DI-3

S S

F

S S

F

S S

F

S S

F

S S

F

S

S

F

C

C

0+00

1+00

2+00

3+00

4+00

5+00

5+68

N

E

S

O

U

T

H

P

IN

SE

T

- B

IN

SE

T

- B

10'-0"

5'-0" BETWEEN

SSF RUNS

TERMINATE SUPER SILT FENCE

AT THE BACK OF NEW CURB

TEMPORARY TRAFFIC BARRICADE

GRAINGER, LEG FRAME, TYPE 3

OR APPROVED EQUAL (TYP.)

IP

IP

IP

IP

MATCHLINEMATCHLINE

IP

TUBULAR BARRIER DOUBLE GATE

(SEE DETAIL 10 ON SHT CP-201)

NEW CURB AND EDGE OF

ASPHALT PAVEMENT

C

CS-202

NEW DRAIN INLET

CS-202

NEW CATCH BASIN

LS-202

NEW DRAINAGE CLEAN OUT

CS-202

NEW DRAIN MANHOLE

EXISTING GRADE CONTOUR

NEW GRADE CONTOUR

SSF

x

* CRITICAL SLOPE

(SEE NOTE 7)

CE-201

CONSTRUCTION FENCE

CE-201

SUPER SILT FENCE

CE-201

FROM CATCH TO SPILL CURB

LS-204

PERMANENT CHAIN LINK FENCE

CP-201

PROPERTY LINE

EXISTING TREE; PROTECT PER 015639

TREE AND PLANT PROTECTION

EXISTING BRUSH AND GRASSES

IP 5,6

CE-201

INLET PROTECTION

DRAINAGE PIPE (FLOW DIRECTION)

LIMITS OF WORKLOW

| PROPOSED BURIAL SECTION

TPF

TREE PROTECTION FENCE

0 10 20 40 60

N

C

A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

Of

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

© COPYRIGHT 2021, Walker Federal Services, LLC

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

WFS

GRAVESITE EXPANSION

PHASE 1

BATH NATIONAL CEMETERY

803CM3014

June 3, 2021

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

EROSION CONTROL PLAN

STAGE 2 - SOUTH

(STAGE 2 GRADING)

CE-105

MMACM

KEY

1011 N. CAUSEWAY BLVD., STE 19

MANDEVILLE, LA 70471

ALAL

Engineering

PRINCIPPRINCIP

STAGE 2 SEQUENCE OF CONSTRUCTION

1. CONSTRUCT SITE UTILITIES, ROADWAYS AND INTERNMENT AREAS TO NEAR

FINAL GRADE INLET PROTECTION DEVICES SHALL BE INSTALLED AS SOON AS

PRACTICAL.

2. ADJUST SUPER SILT FENCE AS NECESSARY TO ACCOMMODATE FINAL SITE

GRADING.

3. REMOVE TEMPORARY ACCESS RAMP AND CONSTRUCTION ENTRANCE,

COMPLETE THE STABILIZATION AND SITE RESTORATION. SEE LANDSCAPE PLANS.

4. ABANDON TEMPORARY CMP DRAIN PIPE FROM SEDIMENT TRAP IN PLACE.

· FILL WITH FLOWABLE FILL.

· REMOVE PORTION OF OUTFALL PIPE TO 5 FEET WITHIN THE PROPERTY LINE,

ABANDON AND FILL REMAINING PIPE WITH FLOWABLE FILL.

· REMOVE FLOW SPREADER AND RESTORE GRADE TO EXISTING.

5. AFTER ACHIEVING ADEQUATE STABILIZATION, THE EROSION AND SILTATION

CONTROLS SHALL BE REMOVED, AS APPROVED BY THE COR.

SH

T

CE

-1

1. CONTRACTOR SHALL MAINTAIN DIVERSION DIKE DURING SITE

CLEARING AND FILL OPERATIONS TO ENSURE THAT FLOWS FROM

THE WESTERN HALF OF THE SITE WILL DRAIN TOWARDS THE

SEDIMENT TRAP.

2. CONSTRUCTION TRAILER SHALL PROVIDE PORT-A-JOHNS AND

BOTTLED WATER.

3. SILT FENCE SHALL BE PLACED AROUND THE BASE OF THE SOIL

STOCKPILE ONCE LOCATION AND SIZE HAS BEEN ESTABLISHED AND

APPROVED BY COR.

4. INSTALLATION AND MAINTENANCE OF EROSION CONTROL

MEASURES SHALL CONFORM TO ALL APPLICABLE STANDARDS AS

MANDATED BY THE STATE OF NEW YORK AND THE

SPECIFICATIONS.

5. ALL DISTURBED OFFSITE AREAS SHALL BE RESTORED TO ORIGINAL

OR BETTER CONDITION AT SUCH TIME AS THE COUNTY INSPECTOR

DETERMINES THAT THE EROSION AND SILTATION CONTROLS CAN

BE REMOVED.

6. WATER SOURCE FOR THE WASH RACK SHALL BE PROVIDED BY A

WATER TRUCK.

7. CRITICAL SLOPES ARE TO BE SEEDED AND MULCHED, OR SODDED

AND PEGGED 7 TO 10 DAYS ONCE BROUGHT UP TO FINAL GRADE.

8. PORTIONS OF TREE PROTECTION FENCE MAY REQUIRE REMOVAL

AND RE-INSTALLATION TO ACCOMMODATE PROPER GRADE

TIE-INS.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR SOURCING WATER AND

MEETING ALL LOCAL AND STATE REGULATIONS.

10. REFER TO LANDSCAPE PLAN FOR PERMANENT SEED

SPECIFICATIONS AND TOP SOIL PREPARATION REQUIREMENTS.

11. REMOVE TEMPORARY CONSTRUCTION ACCESS EMBANKMENT AND

SURFACES, AND RESTORE SITE TO PRE-CONSTRUCTION CONDITION

OR BETTER, AS FINAL ITEM OF WORK.

12. GRAVEL REMAINING FOLLOWING REMOVAL OF EARTHEN

CONSTRUCTION RAMP MAY BE LEFT AT THE DISCRETION OF THE

PROPERTY OWNER, IF SO INDICATING IN LETTER OF ACCESS.

W

L

O

W

L

O

W

L

O

W

L

O

W

L

O

W

L

O

W

L

O

W

L

O

W

S

S

F

S

S

F

S

S

F

S

S

F

S

S

F

401142

S

S

F

S

S

F

S

S

F

IN

SE

T

- A

IN

SE

T

- A

MATCHLINE

L

O

W

L

O

W

L O

W

IN

SE

T

- B

IN

SE

T

- B

MATCHLINE

MATCHLINE

NEW CURB AND EDGE OF

ASPHALT PAVEMENT

C

CS-202

NEW DRAIN INLET

CS-202

NEW CATCH BASIN

LS-202

NEW DRAINAGE CLEAN OUT

CS-202

NEW DRAIN MANHOLE

EXISTING GRADE CONTOUR

NEW GRADE CONTOUR

SSF

x

* CRITICAL SLOPE

(SEE NOTE 7)

CE-201

CONSTRUCTION FENCE

CE-201

SUPER SILT FENCE

CE-201

FROM CATCH TO SPILL CURB

LS-204

PERMANENT CHAIN LINK FENCE

CP-201

PROPERTY LINE

EXISTING TREE; PROTECT PER 015639

TREE AND PLANT PROTECTION

EXISTING BRUSH AND GRASSES

IP 5,6

CE-201

INLET PROTECTION

DRAINAGE PIPE (FLOW DIRECTION)

LIMITS OF WORKLOW

| PROPOSED BURIAL SECTION

TPF

TREE PROTECTION FENCE

0 10 20 40 60

N

C

A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

Of

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

© COPYRIGHT 2021, Walker Federal Services, LLC

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

WFS

GRAVESITE EXPANSION

PHASE 1

BATH NATIONAL CEMETERY

803CM3014

June 3, 2021

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

EROSION CONTROL PLAN

STAGE 2 - INSETS

(STAGE 2 GRADING)

CE-106

MMACM

A

INSET A

B

INSET B

KEY

1011 N. CAUSEWAY BLVD., STE 19

MANDEVILLE, LA 70471

ALAL

Engineering

PRINCIPPRINCIP

STAGE 2 SEQUENCE OF CONSTRUCTION

1. CONSTRUCT SITE UTILITIES, ROADWAYS AND INTERNMENT AREAS TO NEAR

FINAL GRADE INLET PROTECTION DEVICES SHALL BE INSTALLED AS SOON AS

PRACTICAL.

2. ADJUST SUPER SILT FENCE AS NECESSARY TO ACCOMMODATE FINAL SITE

GRADING.

3. REMOVE TEMPORARY ACCESS RAMP AND CONSTRUCTION ENTRANCE,

COMPLETE THE STABILIZATION AND SITE RESTORATION. SEE LANDSCAPE PLANS.

4. ABANDON TEMPORARY CMP DRAIN PIPE FROM SEDIMENT TRAP IN PLACE.

· FILL WITH FLOWABLE FILL.

· REMOVE PORTION OF OUTFALL PIPE TO 5 FEET WITHIN THE PROPERTY LINE,

ABANDON AND FILL REMAINING PIPE WITH FLOWABLE FILL.

· REMOVE FLOW SPREADER AND RESTORE GRADE TO EXISTING.

5. AFTER ACHIEVING ADEQUATE STABILIZATION, THE EROSION AND SILTATION

CONTROLS SHALL BE REMOVED, AS APPROVED BY THE COR.

SH

T

CE

-1

SH

T

CE

-1

1. CONTRACTOR SHALL MAINTAIN DIVERSION DIKE DURING SITE

CLEARING AND FILL OPERATIONS TO ENSURE THAT FLOWS FROM

THE WESTERN HALF OF THE SITE WILL DRAIN TOWARDS THE

SEDIMENT TRAP.

2. CONSTRUCTION TRAILER SHALL PROVIDE PORT-A-JOHNS AND

BOTTLED WATER.

3. SILT FENCE SHALL BE PLACED AROUND THE BASE OF THE SOIL

STOCKPILE ONCE LOCATION AND SIZE HAS BEEN ESTABLISHED AND

APPROVED BY COR.

4. INSTALLATION AND MAINTENANCE OF EROSION CONTROL

MEASURES SHALL CONFORM TO ALL APPLICABLE STANDARDS AS

MANDATED BY THE STATE OF NEW YORK AND THE

SPECIFICATIONS.

5. ALL DISTURBED OFFSITE AREAS SHALL BE RESTORED TO ORIGINAL

OR BETTER CONDITION AT SUCH TIME AS THE COUNTY INSPECTOR

DETERMINES THAT THE EROSION AND SILTATION CONTROLS CAN

BE REMOVED.

6. WATER SOURCE FOR THE WASH RACK SHALL BE PROVIDED BY A

WATER TRUCK.

7. CRITICAL SLOPES ARE TO BE SEEDED AND MULCHED, OR SODDED

AND PEGGED 7 TO 10 DAYS ONCE BROUGHT UP TO FINAL GRADE.

8. PORTIONS OF TREE PROTECTION FENCE MAY REQUIRE REMOVAL

AND RE-INSTALLATION TO ACCOMMODATE PROPER GRADE

TIE-INS.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR SOURCING WATER AND

MEETING ALL LOCAL AND STATE REGULATIONS.

10. REFER TO LANDSCAPE PLAN FOR PERMANENT SEED

SPECIFICATIONS AND TOP SOIL PREPARATION REQUIREMENTS.

11. REMOVE TEMPORARY CONSTRUCTION ACCESS EMBANKMENT AND

SURFACES, AND RESTORE SITE TO PRE-CONSTRUCTION CONDITION

OR BETTER, AS FINAL ITEM OF WORK.

12. GRAVEL REMAINING FOLLOWING REMOVAL OF EARTHEN

CONSTRUCTION RAMP MAY BE LEFT AT THE DISCRETION OF THE

PROPERTY OWNER, IF SO INDICATING IN LETTER OF ACCESS.

CONSTRUCTION FENCE

1/2"=1'-0"

6' -0

" M

IN

8" O.D. WELDED FRAME

11 GAUGE MIN, 2" MAX.

CHAIN LINK FABRIC

MFR'S STANDARD BOLTED STRAP

BRACKET

10'-0"

EQ.EQ.

MFR'S STANDARD 2-POST BASE

NOTES:

1. ORIENT PANELS WITH FABRIC TO OUTSIDE OF ENCLOSURE.

2. CONTRACTOR OPTION: DRIVEN POSTS AND CONTINUOUS CHAIN LINK FABRIC WILL BE CONSIDERED.

3. REFER TO 01 00 02 FOR ADDITIONAL REQUIREMENTS.

5' -0

8'-0" MAX.

2' -0

2"

TREE PROTECTION FENCE

1/2"=1'-0"

TREE

PROTECTION

AREA

NO ENTRY

FINES

IMPOSED

12" LENGTH FLAGGING TAPE; 4'-0" O.C.; 13

16"

WIDE; WHITE OR FLUORESCENT LIME GREEN

TREE PROTECTION SIGN PER 01 56 39;

25'-0" O.C. MAX.

2"x4" WELDED WIRE FABRIC, 12 GA.; ATTACH

TO POST W/ 3 4" WIRE STAPLES @ 18" O.C.

2x4 WOOD OR 2#/FT.

GALVANIZED U-CHANNEL POST

NOTES:

1. LOCATE FENCE AS INDICATED ON DRAWINGS.

2. FLAG IN FIELD FOR COR'S APPROVAL PRIOR TO INSTALLATION.

3. REFER TO 01 56 39 FOR ADDITIONAL REQUIREMENTS.

DIVERSION DIKE

NOT TO SCALE

TOP OF BERM

STONE

WEIR

5'-0" MIN

FLOW

EXISTING

GRADE

TEMPORARY SEED,

MULCH, AND APPLY CLASS

II - ROLLED EROSION

CONTROL PRODUCT

EMBANKMENT

MATERIAL OR

SANDBAGS

6"

INLET PROTECTION - AT GRADE

NOT TO SCALE

CROSS SECTION

DRAINAGE STRUCTURE

WALL

PLAN

NOTES:

1. SEDIMENT FILTER LOGS SHALL BE SECURED TO THE SOIL SURFACE WITH WOODEN POSTS SPACED A MAXIMUM OF

2' APART. WHEN USED ON A PAVED SURFACE, THE LOG ENDS SHALL BE FASTENED WITH PLASTIC TIES OR IN

ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

2. MEASURES SHALL BE INSPECTED AFTER EVERY RUNOFF EVENT AND REPAIRED AS NECESSARY. SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE -HALF THE MEASURE HEIGHT (STORAGE CAPACITY). SEDIMENT SHALL BE

DISPOSED OF AS UNSUITABLE MATERIALS.

3. CURLEX SEDIMENT LOG BY AMERICAN EXCELSIOR COMPANY, OR EQUAL AS APP'D BY COR.

SEDIMENT FILTER LOGNOMINAL 2X2 WOOD POST

" M

AX

12" MIN.

3" T

O

12" MIN.

GRASS

PAVEMENT

SEDIMENT FILTER LOG

BACK OF CURB

GUTTERLINE

PLAN

INLET PROTECTION - IN PAVEMENT

NOT TO SCALE

NOMINAL 2X2 WOOD POST

SEDIMENT FILTER LOG

NOMINAL 2X2 WOOD POST

40 LB SAND BAG (TYP.)

SUPER SILT FENCE

NOT TO SCALE

NOTES:

1. SILT FENCE SHALL BE INSTALLED ON A LINE OF EQUAL ELEVATION (CONTOUR). IT MAY BE INSTALLED AT

INTERMEDIATE POINTS UP SLOPES AS WELL AS AT THE BOTTOM.

2. FOR LOCATIONS THAT WARRANT PLACEMENT OF SILT FENCE AT THE BASE OF SLOPES, SILT FENCE SHALL BE PLACED A MINIMUM OF 10 FEET FROM THE TOE OF THE SLOPE, TO PROVIDE ADEQUATE AREA FOR SEDIMENT

STORAGE AND FACILITATE MAINTENANCE OF THE SEDIMENT CONTAINMENT AREA.

3. THE ENDS OF A ROW OF SILT FENCE SHALL BE ANGLED UP SLOPE TO PREVENT CHANNELIZED FLOW FROM BEING CONVEYED PAST THE ENDS OF THE FENCE. A SECTION OF SILT FENCE SHOULD NOT EXCEED 100 FEET IN LENGTH.

4. STEEL POSTS SHALL BE PIPE, OR "T" OR "U" SHAPE AND 1.33 POUNDS/FEET (MINIMUM). SPACING FOR THE PROVIDED SILT FENCE POSTS SHALL BE AS DESIGNATED BY THE MANUFACTURER. THE LENGTH OF SILT FENCE

POSTS SHALL BE 40 INCHES.

5. THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6" BELOW GROUND. THE FENCE SHALL BE

INSTALLED WITH THE POSTS ON THE DOWNSLOPE SIDE OF THE FABRIC.

6. WHERE ENDS OF GEOTEXTILE FABRIC COME TOGETHER, THEY SHALL BE OVERLAPPED AND FOLDED AND STAPLED TO PREVENT SEDIMENT BYPASS, OR THE END POSTS OF TWO SECTIONS SHALL BE WRAPPED AS SHOWN IN THE

DETAIL FOR SILT FENCE END WRAPPING.

7. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF OF THE ABOVE GROUND HEIGHT OR WHEN BULGES DEVELOP IN THE FABRIC. SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL.

" M

IN

EM

BE

D.

6" M

IN

4"

MIN.

RESOURCE

REQUIRING

PROTECTION

WIRE MESH SUPPORT

HEIGHT 30" (MIN.)

" M

IN

HE

IG

HT

A

BO

VE

G

RA

DE

TYPICAL POST

(SEE NOTE 4)

SILT FENCE

GEOTEXTILE

EXCAVATE TRENCH, BURY FABRIC

AND BACKFILL/COMPACT

EXCAVATED MATERIAL

(SEE NOTE 2)

10'

SECTION

TOE OF SLOPE

DISTURBED

GRADE

FLOW

DIRECTION

(SEE NOTE 4)

FOR POST SPACING

PLACEMENT PLAN

ROTATE POSTS TOGETHER

BEFORE INSTALLATION

SILT FENCE

MESH REINFORCEMENT

IF SPECIFIED

TYPICAL POST

EROSION CONTROL DETAILS

CE-201

12Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

DRAWING NO.

Dwg.

Of

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

© COPYRIGHT 2021, Walker Federal Services, LLC

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

Frederick, Maryland 21701

WFS

GRAVESITE EXPANSION

PHASE 1

BATH NATIONAL CEMETERY

803CM3014

June 3, 2021

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

MPMACM

1011 N. CAUSEWAY BLVD., STE 19

MANDEVILLE, LA 70471

ALAL

Engineering

PRINCIPPRINCIP

N

C

A

ATIONAL

EMETERY

DMINISTRATION