001-005_General.pdf

Beaufort National Cemetery Beaufort, South Carolina

Cemetery Expansion VA Project Number: 831CM3016

VICINITY MAP

COVER SHEET

GI-101

CONSULTANTS

PRIME CONSULTANT, CEMETERY PLANNER,

LANDSCAPE ARCHITECT, MEP ENGINEER:

WALKER FEDERAL SERVICES

7820B-162 WORMANS MILL ROAD

FREDERICK, MARYLAND 21701

ARCHITECTURE, CIVIL, STRUCTURAL ENGINEER

GALLOWAY

5500-200 GREENWOOD PLAZA BOULEVARD

GREENWOOD VILLAGE, COLORADO 80111

IRRIGATION

IRRIGATION CONSULTANT SERVICES

2129 GREENSBORO ROAD

MADISON, GEORGIA 30650

GEOTECHNICAL ENGINEER, HAZMAT CONSULTANT

ECS SOUTHEAST, LLC

1306 HEIDT AVENUE

SAVANNAH, GA 31408

CONSTRUCTABILITY REVIEW, COST ESTIMATOR

M.A. + A ASSOCIATES, LLC

8655 CHERRY LANE

LAUREL, MD 20707

SURVEY

SURVTECH SOLUTIONS, INC.

10,220 U.S. HIGHWAY 92 EAST

TAMPA, FLORIDA 33610

SITE

BOUNDARY ST

RIBAUT RD

SEA ISLAND PKWY

SA

M

S

PO

IN

T

RDBAY ST

CARTERET ST

ROBERT SMALLS

PKWY

PA

RI

S

IS

LA

ND

GA

TE

W

AY

BROAD

RIVER RD

LA

DY

S I

SL

AN

D

DR

TRASK PKW

Y

NOT TO SCALE

Project Title

Checked

Dwg.

2 7

B C

D E

Drawing Title

Approved:

Location

5 8

A

© COPYRIGHT 2023, Walker Federal Services, LLC

Approved:

Drawn

Date

Project No.

DRAWING NO.

Of

1 4 6 9

A F

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Building Number

1 2 4 6 7 8 9

B C

D E

F

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

WFS

CEMETERY EXPANSION

BEAUFORT NATIONAL CEMETERY

831CM3016

BJ JC

March 8, 2024

Bid Documents

PRE-PLACED CRYPTS

SECTION SIZE QUANTITY

J 3'x8' 865 K 3'x8' 1,028

SUBTOTAL 1,893

IN-GROUND CREMAINS

C7 4'x4' 942 C8 4'x4' 958

SUBTOTAL 1,900

COLUMBARIA

2 101 2" x 15" x

20" DEEP

2,400

SUBTOTAL 2,400

PROJECT TOTAL 6,193

INTERMENT SUMMARY

ADDITIONAL ACRES IRRIGATED: 3.5

G

B e a u f o r t

N a t C e m

E x p 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

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text V

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

PRIME CONSULTANT

INDEX OF SHEETS

GI-102

Project Title

Checked

Dwg.

2 7

B C

D E

Drawing Title

Approved:

Location

5 8

A

© COPYRIGHT 2023, Walker Federal Services, LLC

Approved:

Drawn

Date

Project No.

DRAWING NO.

Of

1 4 6 9

A F

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Building Number

1 2 4 6 7 8 9

B C

D E

F

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

WFS

CEMETERY EXPANSION

BEAUFORT NATIONAL CEMETERY

831CM3016

BJ JC

March 8, 2024

Bid Documents

GENERAL

1 GI-101 COVER SHEET

2 GI-102 INDEX OF SHEETS

3 GI-103 GENERAL NOTES

4 GI-104 SITE PLAN

5 GI-105 SITE PLAN ENLARGEMENT

SURVEY

6 VF-101 TOPOGRAPHIC SURVEY

7 VF-102 TOPOGRAPHIC SURVEY - TOPOGRAPHIC DETAIL

8 VF-103 TOPOGRAPHIC SURVEY - TOPOGRAPHIC DETAIL

9 VF-104 TOPOGRAPHIC SURVEY - TOPOGRAPHIC DETAIL

10 VF-105 TOPOGRAPHIC SURVEY - TOPOGRAPHIC DETAIL

11 VF-106 TOPOGRAPHIC SURVEY - TOPOGRAPHIC DETAIL

SITE

12 TP-101 TREE PROTECTION PLAN

13 TP-102 TREE PROTECTION PLAN

14 CE-101 EROSION AND SEDIMENT CONTROL PLAN - STAGE 1

15 CE-102 EROSION AND SEDIMENT CONTROL PLAN - STAGE 1

16 CE-103 EROSION AND SEDIMENT CONTROL PLAN - STAGE 1

17 CE-201 EROSION AND SEDIMENT CONTROL PLAN - STAGE 2

18 CE-202 EROSION AND SEDIMENT CONTROL PLAN - STAGE 2

19 CE-203 EROSION AND SEDIMENT CONTROL PLAN - STAGE 2

20 CE-301 EROSION AND SEDIMENT CONTROL DETAILS

21 CE-302 EROSION AND SEDIMENT CONTROL DETAILS

22 CD-101 DEMOLITION PLAN

23 CD-102 DEMOLITION PLAN

24 CD-103 DEMOLITION PLAN

25 CG-101 GRADING & DRAINAGE PLAN

26 CG-102 GRADING & DRAINAGE PLAN

27 CG-103 GRADING & DRAINAGE PLAN

28 CP-101 PAVING PLAN

29 CP-102 PAVING PLAN

30 CP-103 PAVING PLAN

31 CP-201 PAVING DETAILS

32 CS-101 STORMWATER KEY PLAN

32A CS-101A STORMWATER KEY PLAN

33 CS-102 STORMWATER PLAN (COLUMBARIUM SUBSURFACE DRAINAGE)

34 CS-103 STORMWATER PLAN & PROFILE (COLUMBARIUM)

35 CS-104 STORMWATER PLAN & PROFILE (COLUMBARIUM)

36 CS-105 STORMWATER PLAN & PROFILE

36A CS-105A STORMWATER PLAN & PROFILE

37 CS-106 STORMWATER PLAN & PROFILE

38 CS-107 STORMWATER PLAN & PROFILE

39 CS-108 STORMWATER PLAN & PROFILE

40 CS-109 STORMWATER PLAN & PROFILE

41 CS-110 STORMWATER PLAN & PROFILE

42 CS-111 STORMWATER PLAN & PROFILE

42A CS-111A STORMWATER PLAN & PROFILE

42B CS-111B STORMWATER PLAN & PROFILE

43 CS-201 STORMWATER DETAILS

43A CS-201A STORMWATER DETAILS

43B CS-201B STORMWATER DETAILS

44 CU-101 TEMPORARY OFFICE UTILITY PLAN

45 LS-101 SITE DEVELOPMENT PLAN

46 LS-102 SITE DEVELOPMENT PLAN

47 LS-103 SITE DEVELOPMENT PLAN

48 LS-104 SITE DEVELOPMENT PLAN

49 LS-105 SITE DEVELOPMENT PLAN

50 LS-111 SITE DEVELOPMENT ENLARGEMENTS

51 LS-112 SITE DEVELOPMENT ENLARGEMENTS

52 LS-113 SITE DEVELOPMENT ENLARGEMENTS

53 LS-201 SITE SIGNAGE PLAN

54 LS-202 SITE SIGNAGE PLAN

55 LS-203 SITE SIGNAGE PLAN

56 LS-301 CONSTRUCTION DETAILS

57 LS-302 CONSTRUCTION DETAILS

58 LS-303 CONSTRUCTION DETAILS

59 LS-304 CONSTRUCTION DETAILS

60 LS-305 CONSTRUCTION DETAILS

61 LS-306 CONSTRUCTION DETAILS

62 LS-307 CONSTRUCTION DETAILS

63 LS-308 CONSTRUCTION DETAILS

64 LS-309 CONSTRUCTION DETAILS

65 LS-310 CONSTRUCTION DETAILS

66 LS-321 CONSTRUCTION DETAILS

67 LS-322 CONSTRUCTION DETAILS

68 LS-401 GRAVESITE NUMBERING PLAN - SECTION J

69 LS-402 GRAVESITE NUMBERING PLAN - SECTION K

70 LS-403 GRAVESITE NUMBERING PLAN - SECTION C7

71 LS-404 GRAVESITE NUMBERING PLAN - SECTION C8

72 LP-101 PLANTING PLAN

73 LP-102 PLANTING PLAN

74 LP-103 PLANTING PLAN - ENLARGEMENT

75 LP-104 PLANTING PLAN - ENLARGEMENT

76 LP-201 PLANTING DETAILS & PLANT SCHEDULE

77 LI-101 OVERALL IRRIGATION PLAN

78 LI-102 IRRIGATION PLAN

79 LI-103 IRRIGATION PLAN

80 LI-104 IRRIGATION PLAN

81 LI-105 IRRIGATION PLAN

82 LI-106 IRRIGATION PLAN

83 LI-201 IRRIGATION DETAILS

84 LI-202 IRRIGATION DETAILS

85 LI-203 IRRIGATION DETAILS

86 LI-204 IRRIGATION DETAILS

87 LI-205 IRRIGATION DETAILS

ARCHITECTURAL

88 A-001 ARCHITECTURAL LEGENDS, ABBREVIATIONS, AND GENERAL NOTES

89 A-101 ADMINISTRATION BUILDING LIFE SAFETY PLANS

90 AD-101 ADMINISTRATION BUILDING EXIST/DEMO FLOOR PLANS

91 AD-102 ADMINISTRATION BUILDING EXIST/DEMO REFLECTED CEILING AND ROOF PLANS

92 AE-101 ADMINISTRATION BUILDING EXIST/NEW FLOOR PLANS

93 AE-102 ADMINISTRATION BUILDING EXIST/NEW REFLECTED CEILING AND ROOF PLANS

94 AE-131 ADMINISTRATION BUILDING SECTIONS

95 AE-141 ADMINISTRATION BUILDING INTERIOR ELEVATIONS

96 AE-151 ADMINISTRATION BUILDING TYPICAL DETAILS

97 AE-161 ADMINISTRATION BUILDING DOOR AND HARDWARE SCHEDULES

98 AE-171 ADMINISTRATION BUILDING FINISHES SCHEDULES

99 AE-181 ADMINISTRATION BUILDING SIGNAGE PLANS

100 AE-182 ADMINISTRATION BUILDING SIGNAGE SCHEDULE

101 IF-101 ADMINISTRATION BUILDING EXIST/NEW FURNITURE PLANS

102 A-201 MAINTENANCE BUILDING LIFE SAFETY PLANS

103 AD-201 MAINTENANCE BUILDING EXIST/DEMO GROUND LEVEL FLOOR PLAN

104 AD-202 MAINTENANCE BUILDING EXIST/DEMO ATTIC LEVEL FLOOR PLAN

105 AD-203 MAINTENANCE BUILDING EXIST/DEMO ROOF PLAN

106 AD-204 MAINTENANCE BUILDING EXIST/DEMO GROUND LEVEL REFLECTED CEILING PLAN

107 AE-201 MAINTENANCE BUILDING EXIST/NEW GROUND LEVEL FLOOR PLAN

108 AE-202 MAINTENANCE BUILDING EXIST/NEW ATTIC LEVEL FLOOR PLAN

109 AE-203 MAINTENANCE BUILDING EXIST/NEW ROOF PLAN

110 AE-204 MAINTENANCE BUILDING EXIST/NEW GROUND LEVEL REFLECTED CEILING PLAN

111 AE-241 MAINTENANCE BUILDING INTERIOR ELEVATIONS

112 AE-251 MAINTENANCE BUILDING TYPICAL DETAILS

113 AE-261 MAINTENANCE BUILDING DOOR AND HARDWARE SCHEDULES

114 AE-271 MAINTENANCE BUILDING FINISHES SCHEDULES

115 AE-281 MAINTENANCE BUILDING SIGNAGE PLAN

116 AE-282 MAINTENANCE BUILDING SIGNAGE SCHEDULE

117 AE-311 COLUMBARIUM TYPE "A" & TYPE B TYPICAL PLANS

118 AE-321 COLUMBARIUM TYPE "A" & TYPE "B" TYPICAL ELEVATIONS

119 AE-351 COLUMBARIUM TYPE "A" & TYPE "B" TYPICAL DETAILS

120 AE-352 COLUMBARIUM TYPE "A" & TYPE "B" TYPICAL DETAILS

121 AE-401 MATERIALS SHELTER FLOOR AND ROOF PLANS

122 AE-421 MATERIALS SHELTER ELEVATIONS AND SECTIONS

123 AE-451 MATERIALS SHELTER TYPICAL DETAILS

124 AE-501 TEMPORARY OFFICE FLOOR PLANS

124A AE-601 COMMITTAL SERVICE SHELTER DETAILS

PLUMBING

125 P-001 PLUMBING COVER SHEET

126 P-002 PLUMBING COVER SHEET

127 PD-100 ADMINISTRATION BUILDING EXIST/DEMO - BASEMENT LEVEL SANITARY PLAN

128 PD-101 ADMINISTRATION BUILDING EXIST/DEMO - GROUND LEVEL SANITARY PLAN

129 PD-102 ADMINISTRATION BUILDING EXIST/DEMO - SECOND LEVEL SANITARY PLAN

130 PD-103 ADMINISTRATION BUILDING EXIST/DEMO - BASEMENT LEVEL WATER PLAN

131 PD-104 ADMINISTRATION BUILDING EXIST/DEMO - GROUND LEVEL WATER PLAN

132 PD-105 ADMINISTRATION BUILDING EXIST/DEMO - SECOND LEVEL WATER PLAN

133 PN-100 ADMINISTRATION BUILDING EXIST/NEW - BASEMENT LEVEL SANITARY PLAN

134 PN-101 ADMINISTRATION BUILDING EXIST/NEW - GROUND LEVEL SANITARY PLAN

135 PN-102 ADMINISTRATION BUILDING EXIST/NEW - SECOND LEVEL SANITARY PLAN

136 PN-103 ADMINISTRATION BUILDING EXIST/NEW - BASEMENT LEVEL WATER PLAN

137 PN-104 ADMINISTRATION BUILDING EXIST/NEW - GROUND LEVEL WATER PLAN

138 PN-105 ADMINISTRATION BUILDING EXIST/NEW - SECOND LEVEL WATER PLAN

139 PD-200 MAINTENANCE BUILDING EXIST/DEMO - SANITARY PLAN

140 PD-201 MAINTENANCE BUILDING EXIST/DEMO - WATER PLAN

141 PN-200 MAINTENANCE BUILDING EXIST/NEW - SANITARY PLAN

142 PN-201 MAINTENANCE BUILDING EXIST/NEW - WATER PLAN

143 PN-202 MAINTENANCE BUILDING EXIST/NEW - RISER DIAGRAMS

MECHANICAL

144 M-001 MECHANICAL COVER SHEET

145 MD-100 ADMINISTRATION BUILDING EXIST/DEMO - BASEMENT LEVEL MECHANICAL PLAN

146 MD-101 ADMINISTRATION BUILDING EXIST/DEMO - GROUND LEVEL MECHANICAL PLAN

147 MD-102 ADMINISTRATION BUILDING EXIST/DEMO - SECOND LEVEL MECHANICAL PLAN

148 MN-100 ADMINISTRATION BUILDING EXIST/NEW - BASEMENT LEVEL MECHANICAL PLAN

149 MN-101 ADMINISTRATION BUILDING EXIST/NEW - GROUND LEVEL MECHANICAL PLAN

150 MN-102 ADMINISTRATION BUILDING EXIST/NEW - SECOND LEVEL MECHANICAL PLAN

151 MD-200 MAINTENANCE BUILDING EXIST/DEMO - MECHANICAL PLAN

152 MN-200 MAINTENANCE BUILDING EXIST/NEW - MECHANICAL PLAN

153 MN-700 MECHANICAL SCHEDULES

ELECTRICAL

154 E-001 ELECTRICAL COVER SHEET

155 E-002 ELECTRICAL DETAILS

156 E-003 LIGHTNING PROTECTION DETAILS

157 ED-101 ADMINISTRATION BUILDING EXIST/DEMO - POWER PLANS

158 ED-102 ADMINISTRATION BUILDING EXIST/DEMO - LIGHTING PLANS

159 EN-101 ADMINISTRATION BUILDING NEW WORK - POWER PLANS

160 EN-102 ADMINISTRATION BUILDING NEW WORK - LIGHTING PLANS

161 EN-103 ADMINISTRATION BUILDING NEW WORK - LIGHTNING PROTECTION PLANS

162 EN-121 ADMINISTRATION BUILDING - POWER RISER DIAGRAM - EXISTING

163 EN-131 ADMINISTRATION BUILDING - ELECTRICAL SCHEDULES

164 ED-201 MAINTENANCE BUILDING EXIST/DEMO - POWER PLAN

165 ED-202 MAINTENANCE BUILDING EXIST/DEMO - LIGHTING PLAN

166 EN-201 MAINTENANCE BUILDING NEW WORK - POWER PLAN

167 EN-201 MAINTENANCE BUILDING NEW WORK - LIGHTING PLAN

168 EN-203 MAINTENANCE BUILDING NEW WORK - LIGHTNING PROTECTION PLANS

169 EN-221 MAINTENANCE BUILDING - POWER RISER DIAGRAM - EXIST/DEMO AND NEW WORK

170 EN-231 MAINTENANCE BUILDING - ELECTRICAL SCHEDULES

171 ES-101 ELECTRICAL SITE PLAN - EXISTING AND DEMOLITION

172 ES-102 ELECTRICAL SITE PLAN - EXISTING AND NEW WORK

173 ES-103 DUCTBANK SECTIONS AND SCHEDULE

174 T-001 TELECOM COVER SHEET

175 T-002 TELECOM DETAILS - I

176 T-003 TELECOM DETAILS - II

177 TD-101 ADMINISTRATION BUILDING EXIST/DEMO - TELECOM PLANS

178 T-101 ADMINISTRATION BUILDING NEW WORK - TELECOM PLANS

179 EN-501 TEMPORARY OFFICE TRAILER ELECTRICAL SITE PLAN - EXISTING AND NEW WORK

180 EN-502 TEMPORARY OFFICE TRAILER FLOOR PLAN - EXISTING AND NEW WORK

181 EN-521 TEMPORARY OFFICE - POWER RISER DIAGRAM - NEW WORK

182 FA-001 FIRE ALARM COVER SHEET

183 FA-101 ADMINISTRATION BUILDING NEW WORK - FIRE ALARM PLANS

184 FA-121 ADMINISTRATION BUILDING FIRE ALARM ANNUNCIATOR PANEL AND RISER DIAGRAM

185 FA-201 MAINTENANCE BUILDING NEW WORK - FIRE ALARM PLANS

186 FA-501 TEMPORARY OFFICE TRAILER NEW WORK - FIRE ALARM PLAN

STRUCTURAL

187 S-001 STRUCTURAL GENERAL NOTES

188 S-002 STRUCTURAL GENERAL NOTES CONT'D AND SCHEDULES

189 S-101 FOUNDATION PLAN

190 S-102 ROOF FRAMING PLAN

191 S-201 BUILDING SECTION AND ELEVATION

192 S-401 TYPICAL FOUNDATION DETAILS

193 S-601 TYPICAL MASONRY DETAILS

194 S-801 STRUCTURAL STEEL DETAILS

G

B e a u f o r t

N a t C e m

E x p 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

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text V

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text

CONSULTANTS

GENERAL NOTES

GI-103

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. DO NOT BLOCK ROADS AND SIDEWALKS. PROVIDE FLAGGERS AND SIGNAGE WHEN ENTERING

AND EXITING SITE; COMPLY WITH ALL APPLICABLE STATE DEPARTMENT OF TRANSPORTATION

AND OTHER APPLICABLE TRAFFIC CONTROL REGULATIONS.

3. MAINTAIN VEHICULAR AND PEDESTRIAN ACCESS TO ALL BURIAL SECTIONS AND CEMETERY

ROADS AT ALL TIMES. MAINTAIN VEHICULAR AND PEDESTRIAN ACCESS TO ADMINISTRATION

BUILDING AND TO TEMPORARY ADMINISTRATION BUILDING TRAILER WHILE EACH IS USE BY

NCA AND AS DIRECTED BY COR. ENSURE UNIMPEDED ACCESS, AS DETERMINED BY COR, AS

AVAILABLE TO AT LEAST ONE COMMITTAL SERVICE SHELTER AT ALL TIMES.

4. SINGLE-LANE ROAD CLOSURES WITH USE OF BARRICADES AND FLAGGERS IS POTENTIALLY

ACCEPTABLE, PENDING COR'S APPROVAL OF CONSTRUCTION TRAFFIC CONTROL PLAN.

5. PROVIDE FLAGGERS WHEN CROSSING 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.

6. 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 ALL APPLICABLE SOUTH CAROLINA SUPPLEMENTS, MINIMUM.

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

COMMENCEMENT OF WORK: CONSTRUCTION SEQUENCING PLAN & PROJECT SCHEDULE PER

01 32 16.13.

2. INCLUDE SPECIFIC WORK WINDOWS FOR EACH CONSTRUCTION AREA/ACTIVITY INCLUDING,

BUT NOT LIMITED TO THE FOLLOWING:

2.1. TREE PROTECTION MEASURES & TREE DEMOLITION.

2.2. EROSION + SEDIMENT CONTROL MEASURES.

2.3. NW MAINTENANCE ENTRANCE, NEW MAINTENANCE BUILDING'S EQUIPMENT YARD

EXPANSION, WATER METER ADJUSTMENT BY BJ-WSA, PARKING, FENCES/GATES,

PLANTING, IRRIGATION.

2.4. OLD MAINTENANCE BUILDING EQUIPMENT YARD RENOVATIONS, INCLUDING PLANTING.

2.5. PRIVATE SITE MAINTENANCE CONTRACTOR'S RELOCATION TO OLD MAINTENANCE

BUILDING'S EQUIPMENT YARD.

2.6. PPC SECTIONS J & K, INCLUDING GRADING, RECEIPT OF CRYPTS, IRRIGATION & PLANTING.

2.7. IGC SECTIONS C7 & C8, INCLUDING GRADING, IRRIGATION & PLANTING.

2.8. COLUMBARIUM 2, INCLUDING RECEIPT OF PRECAST NICHES, PAVEMENT, IRRIGATION &

PLANTING.

2.9. ADMINISTRATION BUILDING RENOVATIONS, INCLUDING ROAD CLOSURES, RECEIPT &

REMOVAL OF TRAILERS, TEMPORARY RELOCATION OF IT RACK & SERVICE INCLUDING NEW

AND EXISTING COMPONENTS TO TRAILERS & RETURN OF SAME TO ADMINISTRATION

BUILDING, SIDEWALKS, RAILINGS, IRRIGATION, PLANTING.

2.10. OLD MAINTENANCE BUILDING RENOVATIONS.

2.11. SITE FLOWER WATERING STATIONS NOT INCLUDED IN ABOVE WORK AREAS.

2.12. SITE SIGNAGE NOT INCLUDED IN ABOVE WORK AREAS.

3. INCLUDE IN THE ABOVE ANY RESPECTIVE SHORT-TERM STORAGE, ACCESS, AND OTHER

AREA-SPECIFIC REQUIREMENTS.

4. COORDINATE ALL ACTIVITIES WITH APPROPRIATE AGENCIES AND AUTHORITIES HAVING

JURISDICTION. APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, LICENSES, AND

AUTHORIZATIONS PRIOR TO SCHEDULED COMMENCEMENT OF WORK. COMPLY WITH ALL

FEDERAL, STATE, AND LOCAL ORDINANCES, LAWS, OR REGULATIONS APPLICABLE TO PERFORM

THE WORK.

5. 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.

6. 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.

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

8. 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.

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

TO SAID WORK.

10. COORDINATE WORK OF ALL TRADES TO PRESET SLEEVES FOR UTILITIES, IRRIGATION, AND

OTHER UNDERGROUND SYSTEMS UNDER PAVING, FOOTINGS, AND OTHER CONSTRUCTION.

1. BURIAL ACTIVITIES SHALL 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. COORDINATE WORK ADJACENT TO BURIAL SECTIONS, COMMITTAL SERVICE SHELTERS, AND ADMINISTRATION BUILDING W/ COR AND CEMETERY DIRECTOR 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, PROCESSIONS, AND OTHER FUNERAL ACTIVITY AS DIRECTED BY COR. TRUCKS, EQUIPMENT, AND WORKERS SHALL NOT PASS THROUGH OR NEAR SERVICE AREAS DURING SERVICES. CONSTRUCTION NOISE SHALL NOT DISTURB COMMITTAL SERVICES & ACTIVITIES. ENSURE NO LOUD OR OTHERWISE OBJECTIONABLE WORK ACTIVITIES OCCUR ADJACENT TO ANY OPEN COMMITTAL SERVICE

SHELTER.

2. FURNISH ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN OR INFERRED BY THESE DOCUMENTS.

3. VISIT THE SITE TO DETERMINE ACCESS REQUIREMENTS AND OTHER CONDITIONS THAT MAY AFFECT EXTENT AND PERFORMANCE OF THE

WORK PRIOR TO SUBMITTING BID. NO ADJUSTMENT TO CONTRACTOR'S FEES SHALL BE PROVIDED FOR CONDITIONS THAT EXIST(ED) AT

TIME OF BID.

4. ALL DIMENSIONS SHOWN PARALLEL AND PERPENDICULAR UNLESS OTHERWISE NOTED. DO NOT SCALE DIMENSIONS OFF THE

DRAWINGS.

5. QUANTITIES SHOWN ARE ESTIMATED. DETERMINE ACTUAL QUANTITIES REQUIRED. THERE SHALL BE NO ADDITIONAL COMPENSATION FOR QUANTITIES BEYOND THOSE INDICATED UNLESS REQUIRED BY DESIGN CHANGES FOLLOWING BIDDING APPROVED IN WRITING BY

COR.

6. 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.

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

COR 72 HOURS IN ADVANCE OF STAKEOUT.

8. COMPLY WITH REQUIREMENTS OF SOUTH CAROLINA 811 TO LOCATE AND MARK UTILITIES IN ADVANCE OF EXCAVATION.

9. PRIOR TO CONSTRUCTION, VERIFY ACTUAL FINISH GRADE ELEVATIONS IN THE FIELD AND ADJUST ELEVATIONS, AS APPROVED BY COR, TO

MEET THE DESIGN INTENT.

10. PRESERVE ALL PROPERTY IRONS/SURVEY CONTROL MONUMENTS. RE-ESTABLISH ANY AFFECTED BY CONTRACTOR'S FORCES. SUCH IRONS SHALL BE REESTABLISHED BY A SOUTH CAROLINA LICENSED LAND SURVEYOR IN ACCORDANCE WITH STATE LAWS AT

CONTRACTOR'S EXPENSE.

11. 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.

12. LOCATE CONTRACTOR'S TEMPORARY OFFICE(S), FACILITIES, PARKING, STORAGE, ETC. AT CONTRACTOR'S YARD, GI-104 OR AT LOCATION

AS APPROVED BY COR. FENCE AND SECURE AT ALL TIMES.

13. PROVIDE CONSTRUCTION FENCING AT EACH AREA OF WORK, AS SCHEMATICALLY INDICATED BY LIMITS-OF-WORK LINES ON GI-104 AND AS DIRECTED BY COR. REFER TO 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 PREVIOUSLY APPROVED BY COR IN WRITING. FENCE LOCATION SHALL SERVE AS LIMITS OF WORK, EXCEPT AS FOLLOWS: FINISHED GRADING AND TURF INSTALLATION MAY TYPICALLY EXTEND NOT LESS THAN 5 FEET BEYOND FENCE LOCATION TO ALLOW BLENDING OF NEW WORK INTO EXISTING.

14. LIMITED TRANSIT ON CEMETERY ROADS TO TRANSIT TO DISCRETE WORK AREAS WHEN SCHEDULED WORK IS OCCURRING IS ALLOWABLE, SUBJECT TO COR'S APPROVAL OF CONTRACTOR'S PROPOSED CONSTRUCTION SEQUENCING PLAN. REFER TO GI-104. ALL OTHER USE OF CEMETERY PROPERTY IS PROHIBITED, UNLESS SPECIFICALLY APPROVED IN WRITING BY THE COR NOT LESS THAN 7 DAYS IN ADVANCE OF

THE REQUESTED USE.

15. WARNING: WORK INVOLVES CONSTRUCTION ACTIVITY IN CLOSE PROXIMITY TO GRAVES, HEADSTONES, MARKERS AND MEMORIALS.

WORK, TRANSIT, OPERATING EQUIPMENT, AND STORING MATERIALS ON OCCUPIED GRAVES IS PROHIBITED AT ALL TIMES. PROTECT EXISTING GRAVES, HEADSTONES, MARKERS, AND MEMORIALS AT ALL TIMES FROM DAMAGE. PROTECT UPRIGHT HEADSTONES AND MEMORIALS WITHIN 10 FEET OF DEMOLITION OR CONSTRUCTION ACTIVITY BY ENCASING EACH IN 5-SIDED, BREATHABLE, 12" PLYWOOD COVERS OR EQUIVALENT, AS APPR'D BY COR. PROTECT FLAT MARKERS WITH 1" THICK PLYWOOD, AS APP'D BY COR. LINE PLYWOOD WITH NON-MARRING MATERIAL TO PREVENT SCUFFS/SCRATCHES AS APP'D BY COR. INSTALL TEMPORARY CONSTRUCTION MATTING PER 01 56 39, AT A MINIMUM, WHERE WORK OCCURS WITHIN FIVE FEET OF EXISTING AND SUSPECTED GRAVES. PROMPTLY REMOVE MATTING AND COVERS WHEN WORK IS COMPLETE, MAXIMUM THREE DAYS. REPAIR TURF AND SUBGRADE DAMAGED PER 32 90 00 TO

COR'S SATISFACTION.

16. INSTALL & MAINTAIN EROSION CONTROL DEVICES AS INDICATED AND ACCORDING TO 01 57 19. PROVIDE ADDITIONAL MEASURES AS NECESSARY OR AS DIRECTED BY PERMITTING AUTHORITY OR COR TO PREVENT SOIL EROSION AND DISCHARGE OF SOIL-BEARING WATER RUNOFF AND AIRBORNE DUST TO UNDISTURBED AREAS AND TO ADJACENT PROPERTIES AND PAVEMENTS AT NO ADDITIONAL COST TO THE GOVERNMENT. VERIFY THAT FLOWS OF WATER REDIRECTED FROM CONSTRUCTION AREAS OR GENERATED BY CONSTRUCTION ACTIVITY DO NOT ENTER OR CROSS TREE- OR PLANT- PROTECTION ZONES. INSPECT, REPAIR, AND MAINTAIN EROSION- AND SEDIMENTATION-CONTROL MEASURES DURING CONSTRUCTION UNTIL PERMANENT VEGETATION HAS BEEN ESTABLISHED. CLEAN, REPAIR, AND RESTORE ADJOINING PROPERTIES AND ROADS AFFECTED BY EROSION AND SEDIMENTATION FROM PROJECT SITE DURING THE COURSE OF PROJECT. REMOVE EROSION AND SEDIMENTATION CONTROLS WHEN DIRECTED BY COR AND RESTORE AND STABILIZE

AREAS DISTURBED DURING REMOVAL.

17. TRACKING SEDIMENTS AND 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, AND OTHER MEASURES AS NECESSARY. REMOVE DEBRIS AS IT OCCURS.

18. MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES. RESTORE ANY ADJACENT PRE-CONSTRUCTION DRAINAGE IMPROVEMENT OR

CONDITION DISTURBED DURING CONSTRUCTION TO COR'S SATISFACTION.

19. ALL WORK SHALL CONFORM TO THE PROVISIONS OF ALL APPLICABLE ORDINANCES, REGULATIONS, AND ADOPTED STANDARDS OF THE NATIONAL CEMETERY ADMINISTRATION, STATE OF SOUTH CAROLINA, CITY OF BEAUFORT, BEAUFORT-JASPER WATER AND SEWER AUTHORITY, AND ALL OTHER ENTITIES HAVING JURISDICTION, 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 SOUTH CAROLINA FOR ALL TEMPORARY SHORING, BRACING, AND/OR FALSEWORK, 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 UTILITIES AND OTHER IMPROVEMENTS SHOWN REPRESENT THE BEST INFORMATION OBTAINED 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.

22. EXISTING UTILITY SERVICE LINES & APPURTENANCES ARE TO REMAIN IN PLACE & IN OPERATION UNLESS PLANS SPECIFICALLY CALL FOR THEIR ADJUSTMENT. IF ANY INTERRUPTION IS REQUIRED FOR EXECUTION OF WORK, MINIMIZE INTERRUPTION AND NOTIFY COR NOT LESS THAN 7 DAYS IN ADVANCE OF ANY PROPOSED INTERRUPTION AND PER REQUIREMENTS OF 01 00 02. DO NOT PROCEED WITHOUT COR'S WRITTEN APPROVAL. PROVIDE TEMPORARY SYSTEMS AND SERVICES DURING INTERRUPTIONS AFFECTING OR POTENTIALLY

AFFECTING LODGE. REFER TO 01 00 02 FOR ADDITIONAL REQUIREMENTS.

23. REPLACE IMPROVEMENTS DAMAGED BY CONTRACTOR'S FORCES IN ACCORDANCE WITH APPLICABLE AGENCY STANDARDS.

REPLACEMENT SHALL MEET PRE-CONSTRUCTION CONDITION, AT A MINIMUM, AS APPROVED BY COR.

24. FINISH GRADE DISTURBED AREAS TO PRE-CONSTRUCTION CONDITIONS, FEATHER INTO ADJACENT GRADES, AND PROVIDE POSITIVE DRAINAGE. INSTALL TOPSOIL & TURF SOD PER 32 90 00, UNLESS OTHERWISE DIRECTED BY COR.

25. 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 AND DISPOSE OF

LEGALLY OFF GOVERNMENT'S PROPERTY PER 01 00 02

26. 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.

27. EMPLOY A PACP-CERTIFIED SUBCONTRACTOR TO INSPECT AND DOCUMENT THE CONDITION OF ALL UNDERGROUND DRAINAGE AND SUBDRAINAGE PIPES AND STRUCTURES BY MEANS OF CCTV INSPECTION WITHIN 30 DAYS PRIOR TO PUNCH LIST INSPECTION. PROVIDE WRITTEN REPORT OF FINDINGS, INCLUDING COMPLETE SUPPORTING CAMERA FOOTAGE, IN NASSCO PACP FORMAT. CLEAN AND REPAIR SYSTEM COMPONENTS AND RE-INSPECT, AS ABOVE, FOLLOWING CORRECTIVE WORK AS NECESSARY TO DEMONSTRATE VIA FINAL REPORT OF FINDINGS, AS ABOVE, THAT SYSTEMS ARE FREE OF ALL SUCH ELEMENTS AND CONDITIONS.

28. PERFORM EQUIPMENT REPAIR AND MAINTENANCE 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.

GENERAL CONSTRUCTION SEQUENCE

MAINTENANCE OF TRAFFIC

1. PROJECT INCLUDES HAZARDOUS MATERIALS ABATEMENT. REFER TO DEMOLITION DRAWINGS;

SPECIFICATIONS 02 82 11, 02 83 33.13, AND 02 85 00; AND HAZARDOUS MATERIALS

REPORTS, PROJECT MANUAL, APPENDIX ii AND iii FOR SPECIFIC INFORMATION. COMPLY WITH

ALL APPLICABLE FEDERAL, STATE, AND LOCAL REQUIREMENTS. IF DISCREPANCIES ARISE

BETWEEN PLANS, SPECIFICATIONS, REPORT, AND APPLICABLE REQUIREMENTS, THE MOST

CONSERVATIVE AND STRINGENT REQUIREMENT SHALL GOVERN.

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

SUBCONTRACTORS' PROOF OF INSURANCE DEMONSTRATING 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/OR ASSIGNED

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

EACH SUCH PROPOSED CHANGE, AS SUBJECT TO COR'S APPROVAL.

HAZARDOUS MATERIALS

Project Title

Checked

Dwg.

2 7

B C

D E

Drawing Title

Approved:

Location

5 8

A

© COPYRIGHT 2023, Walker Federal Services, LLC

Approved:

Drawn

Date

Project No.

DRAWING NO.

Of

1 4 6 9

A F

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Building Number

1 2 4 6 7 8 9

B C

D E

F

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

WFS

CEMETERY EXPANSION

BEAUFORT NATIONAL CEMETERY

831CM3016

BJ JC

March 8, 2024

Bid Documents

1. PROTECT AND PRESERVE ALL TREES & SHRUBS NOT SPECIFICALLY IDENTIFIED ON TP-10x

PLANS FOR REMOVAL PER 01 56 39, INCLUDING PROTECTING ROOT ZONES FROM

COMPACTION AND CONTAMINATION, WHETHER TREE PROTECTION FENCING AND OTHER

MEASURES ARE SPECIFICALLY IDENTIFIED OR INSTALLED. REFER TO TP-10x PLANS AND 01 56

39 FOR ADDITIONAL REQUIREMENTS.

2. INSTALL ALL TREE PROTECTION FENCING PRIOR TO ANY ADJACENT WORK. INSTALL

REMAINING MEASURES IMMEDIATELY PRIOR TO ADJACENT WORK. MAINTAIN ALL MEASURES

IN GOOD REPAIR UNTIL WORK IS COMPLETE. SPECIFIC MEASURES MAY BE REMOVED WHEN

ADJACENT WORK IS COMPLETE AND ACCEPTED, AS APPROVED IN WRITING BY COR.

3. VERTICAL MULCHING: FOLLOWING FINISHED GRADING AND IMMEDIATELY PRIOR TO TURF

INSTALLATION, CONTRACTOR'S ISA-CERTIFIED ARBORIST SHALL INCORPORATE ORGANIC

MATTER INTO THE ROOT ZONES WITHOUT DAMAGING ROOTS VIA A SUPERSONIC AIR TOOL

(VERTICAL MULCHING) IN ALL TREE PROTECTION ZONES THAT HAVE RECEIVED MODERATE TO

SEVERE SOIL COMPACTION FROM CONTRACTOR'S FORCES, AS DIRECTED BY COR AND DISTRICT

AGRONOMIST. REFER TO 01 56 39. ENSURE THAT ORIGINAL GRADES ARE NOT BURIED BEFORE

VERTICAL MULCHING TAKES PLACE.

4. AFTERCARE: FOR EXISTING TREES WITHIN THE LIMITS OF WORK IDENTIFIED TO REMAIN,

PROVIDE SEMI-ANNUAL TREE HAZARD/HEALTH INSPECTIONS BY CONTRACTOR'S ISA-CERTIFIED

ARBORIST FOR THE FIRST TWO YEARS AND ANNUALLY FOR THE SUBSEQUENT THREE YEARS.

DURING THESE INSPECTIONS, THE ARBORIST SHALL INSPECT FOR ANY DAMAGING INSECT

ACTIVITY AND TREAT ACCORDINGLY. PROVIDE ANNUAL ROOT FERTILIZATION, ADJUSTED AS IS

NECESSARY, BASED ON THE RESULTS OF THESE INSPECTIONS.

TREE PROTECTION

G

B e a u f o r t

N a t C e m

E x p C a d d o c s

G I

G e n n o t e s d w g

P M

T D

S t d D W G

T o

P D F p c

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text V

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text

CONSULTANTS

SOIL BORING LOCATION; REFER TO GEOTECHNICAL

REPORT, PROJECT MANUAL, APPENDIX i

TOPOGRAPHIC BENCHMARK; REFER

TO SURVEY, VFWS.x

SB-xx

TBM X

AT

M1

M2

TEMPORARY ADMINISTRATION BUILDING TRAILER;

REFER TO ARCHITECTURAL PLANS

OLD MAINTENANCE BUILDING

NEW MAINTENANCE BUILDING

CY CONTRACTOR'S YARD

A ADMINISTRATION BUILDING

CONSTRUCTION ACCESS ROUTE

SC.1

SC.2

LS-301

SC.1 - CONSTRUCTION SIGN

LS-301

SC.2 - SAFETY SIGN

SM SITE MAINTENANCE CONTRACTOR'S STORAGE YARD

Boundary Street

L a f a y e t t e

S t r e e t

R o d g e r s

S t r e e t

Boundary Street

L a f a y e t t e

S t r e e t

R o d g e r s

S t r e e t

SEC

C

SEC

FSEC

B

SEC

G

SEC

H

SEC

C6

SEC

I

SEC

C5

SEC

E

SEC

D

SEC

C1

SEC

C2

SEC

ASEC

M1

SEC

C3A

SEC

C3SEC

C4

M1 A

SECTION

J

SECTION

K

SECTION

C8

SECTION

C7

COLUMBARIUM

CY

AT

M2

SC.1

SC.2

CY

SM

PUMP

HS

5' -0

CLOSE ROAD DURING TRAILER

WORK W/ TRAFFIC BARRELS;

COORDINATE W/ COR

CLOSE ROAD DURING TRAILER

WORK W/ TRAFFIC BARRELS;

COORDINATE W/ COR

GI-005

OVERHEAD UTILITY LINE EARTH

ANCHORS THIS AREA SCHEDULED

TO BE REMOVED BY UTILITY AT

UTILITIES EXPENSE PRIOR TO START

OF CONSTRUCTION; VERIFY

1. COORDINATE WORK ON NEW MAINTENANCE

BUILDING'S EQUIPMENT YARD NOT LESS THAN 10 DAYS

IN ADVANCE TO ALLOW CEMETERY TO RELOCATE

EQUIPMENT AND MATERIALS.

SITE PLAN

GI-104

KEY

NOT TO SCALE

LEGEND

Project Title

Checked

Dwg.

2 7

B C

D E

Drawing Title

Approved:

Location

5 8

A

© COPYRIGHT 2023, Walker Federal Services, LLC

Approved:

Drawn

Date

Project No.

DRAWING NO.

Of

1 4 6 9

A F

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Building Number

1 2 4 6 7 8 9

B C

D E

F

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

WFS

CEMETERY EXPANSION

BEAUFORT NATIONAL CEMETERY

831CM3016

BJ JC

March 8, 2024

Bid Documents

NOTES

0 40 80 160 240

G

B e a u f o r t

N a t C e m

E x p C a d d o c s

G I

S i t e

P l a n d w g

A M

T D

S t d D W G

T o

P D F p c

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text

TBM 5

AutoCAD SHX Text

TBM 4

AutoCAD SHX Text

TBM 2

AutoCAD SHX Text

TBM 1

AutoCAD SHX Text

TBM 3

AutoCAD SHX Text

TBM 6

AutoCAD SHX Text

SB-7

AutoCAD SHX Text

SB-1

AutoCAD SHX Text

SB-2

AutoCAD SHX Text

SB-3

AutoCAD SHX Text

SB-4

AutoCAD SHX Text

SB-5

AutoCAD SHX Text

SB-6

AutoCAD SHX Text

SB-8

AutoCAD SHX Text

SB-9

AutoCAD SHX Text

SB-10

AutoCAD SHX Text

SB-11

AutoCAD SHX Text

SB-12

AutoCAD SHX Text

SB-13

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text

TBM 5

AutoCAD SHX Text

TBM 4

AutoCAD SHX Text

TBM 2

AutoCAD SHX Text

TBM 1

AutoCAD SHX Text

TBM 3

AutoCAD SHX Text

TBM 6

AutoCAD SHX Text

SB-7

AutoCAD SHX Text

SB-1

AutoCAD SHX Text

SB-2

AutoCAD SHX Text

SB-3

AutoCAD SHX Text

SB-4

AutoCAD SHX Text

SB-5

AutoCAD SHX Text

SB-6

AutoCAD SHX Text

SB-8

AutoCAD SHX Text

SB-9

AutoCAD SHX Text

SB-10

AutoCAD SHX Text

SB-11

AutoCAD SHX Text

SB-12

AutoCAD SHX Text

SB-13

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text V

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text

CONSULTANTS

AT TEMPORARY ADMINISTRATION BUILDING TRAILER;

REFER TO ARCHITECTURAL PLANS

A ADMINISTRATION BUILDING

A

AT

BARRICADE W/ "ROAD

CLOSED" SIGN

5' -0

9' -0

M

IN

VI

FPEDESTRIAN WALL

BARRICADE W/

"DIRECTIONAL

ARROW" SIGN

PU

BL

IC

P

AR

KI

NG

T

O R

EM

AI

N

O

PE

N

DU

RI

NG

C O

NS

TR

UC

TI

O N

TEMPORARY LIMITS

OF WORK

PROTECT EXISTING SIGN DURING

TRAILER WORK; CONTRACTOR

OPTION: REMOVE & STORE SIGN;

REPLACE FOLLOWING TRAILER WORK

STAGING

STAGING

CRANE

UTILITY BOX

(TYP.)

MAINTAIN TWO-WAY PUBLIC

VEHICULAR ACCESS AT ALL

TIMES

CLOSE ROAD DURING TRAILER

WORK W/ TRAFFIC BARRELS;

COORDINATE W/ COR

LS-301

TEMPORARY

OFFICE SIGN

5'-0"

SITE PLAN ENLARGEMENT

GI-105

KEY

NOT TO SCALE

LEGEND

Project Title

Checked

Dwg.

2 7

B C

D E

Drawing Title

Approved:

Location

5 8

A

© COPYRIGHT 2023, Walker Federal Services, LLC

Approved:

Drawn

Date

Project No.

DRAWING NO.

Of

1 4 6 9

A F

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Building Number

1 2 4 6 7 8 9

B C

D E

F

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

WFS

CEMETERY EXPANSION

BEAUFORT NATIONAL CEMETERY

831CM3016

BJ JC

March 8, 2024

Bid Documents

NOTES

0 5 10 20 30

1. WARNING: WORK AREAS CONTAIN UTILITY CONTROL BOXES &

UNDERGROUND UTILITIES. ALL MAY NOT BE INDICATED.

INVESTIGATE SITE CAREFULLY TO LOCATE ALL AND TAKE SUCH

PRECAUTIONS AS NECESSARY TO PREVENT DAMAGE.

2. TEMPORARY LIMITS OF WORK APPLY DURING TRAILER

ASSEMBLY AND TEARDOWN ONLY. MAXIMUM 4 CONSECUTIVE

DAYS FOR EACH PERIOD. COORDINATE W/ COR NOT LESS

THAN 15 DAYS IN ADVANCE.

3. TRAFFIC BARREL: QUANTITY AS INDICATED, AT A MINIMUM:

PLASTIC DRUM/TRAFFIC CHANNELIZER TYPE; 37" HT; 32"Ø 12

LB. MIN. RUBBER BASE; ORANGE W/ (2) 6" HIGH INTENSITY

WHITE REFLECTIVE BANDS.

4. PEDESTRIAN WALL: QUANTITY AS INDICATED, AT A MINIMUM:

INTERLOCKING PEDESTRIAN BARRICADES WITH INTEGRAL

GUIDE RAIL & SMOOTH CONTINUOUS LOWER EDGE &

ADA-COMPLIANT GALVANIZED STEEL LEGS. UV STABILIZED

ORANGE POLYETHYLENE; 3" W x 6' L x 38" H, ORANGE

POLYETHYLENE, MEETING MASH TESTING; ADA WALL BY

TRAFFIX DEVICES, INC. OR EQUAL APP'D BY COR; 949-361-5663.

5. BARRICADE: QUANTITY AS INDICATED, AT A MINIMUM:

WATER-FILLED TRAFFIC BARRICADES; UV-STABILIZED ORANGE

POLYETHYLENE; 18" W x 6' L x 32" H; MEETING MASH

REQUIREMENTS; JB-23 BY HIGHWAY SIGNALS OR EQUAL APP'D

BY COR; 800-448-2647.

6. "ROAD CLOSED" & "DIRECTIONAL ARROW" SIGNS: UV

STABILIZED INDUSTRIAL GRADE VINYL REINFORCED POLYESTER;

HIGH-VISIBILITY YELLOW; 8" H x 40" W; BY FLEX-SAFE SIGN BY

FLEXSAFE USA OR EQUAL APP'D BY COR; 585-869-6819; AFFIX

W/ ADHESIVE-BACKED VELCRO OR OTHER METHOD APP'D BY

COR.

ROAD CLOSED

DIRECTIONAL ARROW

BARRICADE

PEDESTRIAN WALL

TRAFFIC BARREL

REFERENCE IMAGES

NTS

G

B e a u f o r t

N a t C e m

E x p C a d d o c s

G I

S i t e

P l a n d w g

P M

T D

S t d D W G

T o

P D F p c

AutoCAD SHX Text

CO

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text W

AutoCAD SHX Text F

AutoCAD SHX Text W

AutoCAD SHX Text

CO

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text W

AutoCAD SHX Text F

AutoCAD SHX Text W

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text V

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text

CONSULTANTS