815CM3041 LINC Bid Set Bk-01.pdf

Long Island National Cemetery Farmingdale, New York

Facility Renovation, Improvements, and Repairs Project Number: 815CM3041

VICINITY MAP 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

IRRIGATION DESIGN CONSULTANT

HYDRO DESIGNS, INC.

3 COLLEGE AVENUE, SUITE 8

FREDERICK, MARYLAND 21701

GEOTECHNICAL ENGINEER, HYDROGEOLOGICAL

ENGINEER, HAZMAT CONSULTANT

ECS MID-ATLANTIC, LLC

2 EXECUTIVE DRIVE

SUITE 11

MOORESTOWN, NEW JERSEY 08057

CONSTRUCTABILITY REVIEW, COST ESTIMATOR

R&R CONSTRUCTION SERVICES, INC.

2403 HELEN STREET

MCKEES ROCKS, PENNSYLVANIA 15136

SURVEYOR

CONTROL POINT ASSOCIATES, INC.

2929 EXPRESSWAY DRIVE NORTH, SUITE 125

HAUPPAUGE, NEW YORK 11749

COVER SHEET

GI-101

PROJECT

SITE

W

ELLW

O O

D AVE

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Drawing Title

Approved:

Checked

Location

DRAWING NO.

Dwg.

Of

4 5 8

1 2 3 4 7 9

D E

F

C D

E

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

WFS

Approved:

Project Title

Building Number

Drawn

Date

Project No.

1 2 6 7 9

5 6 8

A B

C

A B

F

© COPYRIGHT 2023, Walker Federal Services, LLC

FACILITY RENOVATION

LONG ISLAND NATIONAL CEMETERY

815CM3041

BJ JC, EM

May 22, 2023

Final Construction Documents - Issued for Construction

G

L I N C

F a c R e n C M C a d d o c s

G I

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P M

T D

S t d D W G

T o

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AutoCAD SHX Text

0.5 MI.

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1 MI.

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1.5MI.

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AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text S

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PRIME CONSULTANT

AutoCAD SHX Text

CONSULTANTS

m.melendez Andre NY

INDEX OF SHEETS

GI-102

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Drawing Title

Approved:

Checked

Location

DRAWING NO.

Dwg.

Of

4 5 8

1 2 3 4 7 9

D E

F

C D

E

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

WFS

Approved:

Project Title

Building Number

Drawn

Date

Project No.

1 2 6 7 9

5 6 8

A B

C

A B

F

© COPYRIGHT 2023, Walker Federal Services, LLC

FACILITY RENOVATION

LONG ISLAND NATIONAL CEMETERY

815CM3041

BJ JC, EM

May 22, 2023

Final Construction Documents - Issued for Construction

GENERAL

1 GI-101 COVER SHEET

2 GI-102 INDEX OF SHEETS

3 GI-103 GENERAL NOTES

4 GI-104 OVERALL SITE PLAN

5 GI-105 OVERALL SITE PLAN

SITE

SURVEY

6 VF-101 EXISTING CONDITIONS SURVEY

7 VF-102 EXISTING CONDITIONS SURVEY

8 VF-103 EXISTING CONDITIONS SURVEY

9 VF-104 EXISTING CONDITIONS SURVEY

10 VF-105 EXISTING CONDITIONS SURVEY

11 VF-201 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

12 VF-202 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

13 VF-203 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

14 VF-204 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

15 VF-205 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

16 VF-206 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

17 VF-207 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

18 VF-208 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

19 VF-209 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

20 VF-210 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

21 VF-211 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

22 VF-212 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

23 VF-213 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

24 VF-214 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

EROSION AND SEDIMENT CONTROL

25 CE-101 EROSION AND SEDIMENT CONTROL PLAN - CORTEGE LANE

26 CE-201 EROSION AND SEDIMENT CONTROL DETAILS

DEMOLITION

27 CD-101 DEMOLITION PLAN - CORTEGE LANE

28 CD-102 DEMOLITION PLAN

PAVEMENT

29 CP-101 PAVEMENT REPAIR PLAN - NORTH

30 CP-102 PAVEMENT REPAIR PLAN - WEST

31 CP-103 PAVEMENT REPAIR PLAN - EAST

32 CP-104 PAVEMENT REPAIR PLAN - SOUTH WEST

33 CP-105 PAVEMENT REPAIR PLAN - SOUTH EAST

34 CP-201 PAVING PLAN AND PROFILE - CORTEGE LANE

35 CP-202 PAVING PLAN AND SECTION - GATE 5 DRIVE APRON

36 CP-301 PAVING DETAILS

37 CP-302 PAVING DETAILS

GRADING AND DRAINAGE

38 CG-101 GRADING AND DRAINAGE PLAN - CORTEGE LANE

39 CG-102 GRADING PLAN - LODGE

40 CG-103 GRADING PLAN - RESTROOM BUILDING

41 CG-104 GRADING PLAN - WATER WELL

STORMWATER MANAGEMENT

42 CS-101 STORMWATER MANAGEMENT PLAN

43 CS-201 STORMWATER MANAGEMENT DETAILS

SITE DEMOLITION

44 LD-101 SITE DEMOLITION PLAN

45 LD-102 SITE DEMOLITION PLAN

46 LD-103 SITE DEMOLITION PLAN

47 LD-104 SITE DEMOLITION PLAN

48 LD-105 SITE DEMOLITION PLAN

49 LD-201 SITE DEMOLITION PHOTOGRAPHS

SITE DEVELOPMENT

50 LS-101 SITE DEVELOPMENT PLAN

51 LS-102 SITE DEVELOPMENT PLAN

52 LS-103 SITE DEVELOPMENT PLAN

53 LS-104 SITE DEVELOPMENT PLAN

54 LS-105 SITE DEVELOPMENT PLAN

55 LS-201 SITE DEVELOPMENT PLAN - SITE SIGNAGE

56 LS-202 SITE DEVELOPMENT PLAN - SITE SIGNAGE

57 LS-203 SITE DEVELOPMENT PLAN - SITE SIGNAGE

58 LS-204 SITE DEVELOPMENT PLAN - SITE SIGNAGE

59 LS-205 SITE DEVELOPMENT PLAN - SITE SIGNAGE

60 LS-301 SITE DEVELOPMENT PLAN - ENLARGEMENTS

61 LS-302 SITE DEVELOPMENT PLAN - ENLARGEMENTS

62 LS-303 SITE DEVELOPMENT PLAN - ENLARGEMENTS

63 LS-304 SITE DEVELOPMENT PLAN - ENLARGEMENTS

64 LS-305 SITE DEVELOPMENT PLAN - ENLARGEMENTS

65 LS-306 SITE DEVELOPMENT PLAN - ENLARGEMENTS

66 LS-307 SITE DEVELOPMENT PLAN - ENLARGEMENTS

67 LS-308 SITE DEVELOPMENT PLAN - ENLARGEMENTS

68 LS-309 SITE DEVELOPMENT PLAN - ENLARGEMENTS

69 LS-310 SITE DEVELOPMENT PLAN - ENLARGEMENTS

70 LS-401 SITE DEVELOPMENT PLAN - DETAILS

76 LS-407 SITE DEVELOPMENT PLAN - DETAILS

77 LS-408 SITE DEVELOPMENT PLAN - DETAILS

78 LS-409 SITE DEVELOPMENT PLAN - DETAILS

79 LS-410 SITE DEVELOPMENT PLAN - DETAILS

80 LS-411 SITE DEVELOPMENT PLAN - DETAILS

81 LS-412 SITE DEVELOPMENT PLAN - DETAILS

82 LS-413 SITE DEVELOPMENT PLAN - DETAILS

83 LS-414 SITE DEVELOPMENT PLAN - DETAILS

84 LS-415 SITE DEVELOPMENT PLAN - DETAILS

PLANTING

85 LP-101 PLANTING PLAN

86 LP-201 PLANT DETAILS & PLANT SCHEDULE

IRRIGATION WATER WELL

87 I-101 IRRIGATION WATER WELL - SITE PLAN

88 I-401 IRRIGATION PUMP HOUSE - 1972 MECHANICAL

89 I-501 IRRIGATION WATER WELL - DETAILS

ARCHITECTURAL

GENERAL

90 A-001 ARCHITECTURAL ABBREVIATIONS AND SYMBOLS

91 A-101 BUILDING CODE ANALYSIS AND LIFE SAFETY PLAN: DIRECTOR'S LODGE

92 A-102 BUILDING CODE ANALYSIS AND LIFE SAFETY PLAN: RESTROOM BUILDING

93 A-103 BUILDING CODE ANALYSIS AND LIFE SAFETY PLAN: MAINTENANCE BUILDING

94 A-104 BUILDING CODE ANALYSIS AND LIFE SAFETY PLAN: PUMP HOUSE

95 A-105 BUILDING CODE ANALYSIS AND LIFE SAFETY PLAN: PUBLIC INFORMATION CENTER

DEMOLITION

96 AD-111 DIRECTOR'S LODGE: BASEMENT FLOOR AND CEILING DEMOLITION PLANS

97 AD-112 DIRECTOR'S LODGE: GROUND LEVEL FLOOR AND CEILING DEMOLITION PLANS

98 AD-113 DIRECTOR'S LODGE: SECOND, ATTIC AND ROOF LEVELS DEMOLITION PLANS

99 AD-131 DIRECTOR’S LODGE: SOUTH, EAST, WEST EXTERIOR ELEVATIONS DEMOLITION

100 AD-132 DIRECTOR’S LODGE: NORTH ELEVATION DEMOLITION

101 AD-211 PUBLIC INFORMATION CENTER: FLOOR AND CEILING DEMOLITION PLANS

102 AD-231 PUBLIC INFORMATION CENTER: EXTERIOR ELEVATIONS DEMOLITION

103 AD-311 PUBLIC RESTROOMS: DEMOLITION FLOOR, CEILING & ROOF PLANS

104 AD-331 PUBLIC RESTROOMS: DEMOLITION ELEVATIONS

105 AD-411 MAINTENANCE BUILDING: DEMOLITION FLOOR PLAN

106 AD-412 MAINTENANCE BUILDING: DEMOLITION CEILING PLAN

107 AD-413 MAINTENANCE BUILDING: DEMOLITION ROOF PLAN

108 AD-431 MAINTENANCE BUILDING: DEMOLITION ELEVATIONS

109 AD-511 PUMP HOUSE: DEMOLITION FLOOR AND ROOF PLANS

110 AD-522 PUMP HOUSE: DEMOLITION ELEVATIONS

111 AD-611 COMMITTAL SHELTER A: FLOOR, CEILING AND ROOF DEMOLITION PLANS

112 AD-612 COMMITTAL SHELTER B: FLOOR, CEILING AND ROOF DEMOLITION PLANS

113 AD-631 COMMITTAL SHELTER A: EXTERIOR ELEVATIONS DEMOLITION

114 AD-632 COMMITTAL SHELTER B: EXTERIOR ELEVATIONS DEMOLITION

115 AD-701 COLUMBARIUM PLAZA A: DEMOLITION ELEVATIONS

116 AD-702 COLUMBARIUM PLAZA A: DEMOLITION DETAILS

DIRECTOR'S LODGE

117 AE-111 DIRECTOR'S LODGE: BASEMENT LEVEL FLOOR AND CEILING PLANS

118 AE-112 DIRECTOR'S LODGE: GROUND FLOOR PLAN

119 AE-113 DIRECTOR'S LODGE: GROUND LEVEL CEILING PLAN

120 AE-114 DIRECTOR'S LODGE: SECOND & ATTIC LEVEL FLOOR & CEILING PLANS

121 AE-115 DIRECTOR'S LODGE: ENLARGED INTERIOR PLANS AND ELEVATIONS

122 AE-116 DIRECTOR'S LODGE: ENLARGED RAMP DECK PLAN AND ELEVATIONS

123 AE-117 DIRECTOR'S LODGE: DECK AND RAMP DETAILS

124 AE-118 DIRECTOR'S LODGE: STAIR DETAILS

PUBLIC INFORMATION CENTER

125 AE-211 PUBLIC INFORMATION CENTER: BASEMENT AND ROOF PLANS

126 AE-212 PUBLIC INFORMATION CENTER: GROUND LEVEL FLOOR AND CEILING PLANS

127 AE-213 PUBLIC INFORMATION CENTER: FURNITURE AND FINISH PLANS

128 AE-221 PUBLIC INFORMATION CENTER: ENLARGED INTERIOR PLANS AND ELEVATIONS

129 AE-231 PUBLIC INFORMATION CENTER: EXTERIOR ELEVATIONS

130 AE-232 PUBLIC INFORMATION CENTER: EXTERIOR RAMP AND CANOPY ENLARGED PLANS

131 AE-233 PUBLIC INFORMATION CENTER: EXTERIOR RAMP AND CANOPY ENLARGED DETAILS

PUBLIC RESTROOMS

132 AE-311 PUBLIC RESTROOMS: FLOOR PLAN

133 AE-312 PUBLIC RESTROOMS: CEILING, ROOF & FINISH PLANS

134 AE-321 PUBLIC RESTROOMS: INTERIOR ELEVATIONS

135 AE-331 PUBLIC RESTROOMS: EXTERIOR ELEVATIONS

MAINTENANCE BUILDING

136 AE-411 MAINTENANCE BUILDING: FLOOR PLAN

137 AE-421 MAINTENANCE BUILDING: REFLECTED CEILING PLAN

DETAILS

151 AE-800 DETAILS: GENERAL

152 AE-801 DETAILS: GENERAL

153 AE-802 SCHEDULES: DOORS

154 AE-803 SCHEDULES: DOOR & WINDOW DETAILS

155 AE-804 SCHEDULES: PARTITION TYPES AND WINDOW

156 AE-805 SCHEDULES: FINISHES, RESTROOM ACCESSORIES AND EQUIPMENT

FINISH BOARDS

157 AE-901 DIRECTOR'S LODGE: BASEMENT FINISHES

158 AE-902 DIRECTOR'S LODGE: GROUND LEVEL FINISHES

159 AE-903 DIRECTOR'S LODGE: BATHROOMS FINISHES

160 AE-904 DIRECTOR'S LODGE: RAMP AND DECK FINISHES

161 AE-905 PUBLIC INFORMATION CENTER: FINISHES

162 AE-906 RESTROOM BUILDING: FINISHES

MECHANICAL

GENERAL

163 M-001 ABBREVIATIONS AND SYMBOLS

164 M-002 MECHANICAL - DETAILS

165 M-100 MECHANICAL SCHEDULES - DIRECTOR'S LODGE

DEMOLITION

166 MD-110 DIRECTOR'S LODGE - BASEMENT LEVEL - EAST - FLOOR PLAN - DEMOLITION

167 MD-111 DIRECTORS LODGE - BASEMENT LEVEL - WEST - FLOOR PLAN - DEMOLITION

168 MD-112 DIRECTORS LODGE - GROUND LEVEL - EAST - FLOOR PLAN - DEMOLITION

169 MD-113 DIRECTORS LODGE - GROUND LEVEL - WEST - FLOOR PLAN - DEMOLITION

170 MD-114 DIRECTORS LODGE - SECOND LEVEL - FLOOR PLAN - DEMOLITION

171 MD-115 DIRECTORS LODGE - ATTIC - FLOOR PLAN - DEMOLITION

172 MD-210 PUBLIC INFORMATION CENTER - BASEMENT LEVEL - FLOOR PLAN - DEMOLITION

173 MD-211 PUBLIC INFORMATION CENTER - GROUND LEVEL - FLOOR PLAN

174 MD-311 PUBLIC RESTROOMS - FLOOR PLAN - DEMOLITION

175 MD-312 PUBLIC RESTROOMS - ROOF PLAN - MECHANICAL DEMOLITION

176 MD-411 MAINTENANCE BUILDING - FLOOR PLAN - DEMOLITION

177 MD-412 MAINTENANCE BUILDING - ROOF PLAN - DEMOLITION

178 MD-511 PUMP HOUSE - BASEMENT & GROUND LEVEL - FLOOR PLAN - DEMOLITION

HVAC

179 MH-111 DIRECTORS LODGE - BASEMENT LEVEL - FLOOR PLAN - WEST - HVAC

180 MH-112 DIRECTORS LODGE - GROUND LEVEL - FLOOR PLAN - EAST - HVAC

181 MH-113 DIRECTORS LODGE - GROUND LEVEL - FLOOR PLAN - WEST - HVAC

182 MH-114 DIRECTORS LODGE - SECOND LEVEL - FLOOR PLAN - HVAC

183 MH-115 DIRECTORS LODGE - ATTIC LEVEL - FLOOR PLAN - HVAC

184 MH-210 PUBLIC INFORMATION CENTER - BASEMENT LEVEL - MECHANICAL - HVAC

185 MH-211 PUBLIC INFORMATION CENTER - GROUND LEVEL - FLOOR PLAN - HVAC

186 MH-212 PUBLIC INFORMATION CENTER - ROOF PLAN - HVAC

187 MH-311 PUBLIC RESTROOMS - GROUND LEVEL - FLOOR PLAN - HVAC

188 MH-312 PUBLIC RESTROOMS - ROOF PLAN - HHVAC

189 MH-411 MAINTENANCE BUILDING - GROUND FLOOR - FLOOR PLAN - HVAC

190 MH-412 MAINTENANCE BUILDING - ROOF PLAN - HVAC

191 MH-511 PUMP HOUSE - BASEMENT, GROUND AND ROOF - FLOOR PLAN - HVAC

MECHANICAL PIPING

192 MP-110 DIRECTORS LODGE - BASEMENT LEVEL - FLOOR PLAN - EAST - PIPING

193 MP-111 DIRECTORS LODGE - BASEMENT LEVEL - FLOOR PLAN - WEST - PIPING

194 MP-112 DIRECTORS LODGE - GROUND LEVEL - FLOOR PLAN - EAST - PIPING

195 MP-113 DIRECTORS LODGE - GROUND LEVEL - FLOOR PLAN - WEST - PIPING

196 MP-114 DIRECTORS LODGE - SECOND LEVEL- FLOOR PLAN - PIPING

197 MP-311 PUBLIC RESTROOMS - GROUND LEVEL - FLOOR PLAN - PIPING

198 MP-411 MAINTENANCE BUILDING - GROUND LEVEL - FLOOR PLAN - PIPING

ELECTRICAL

GENERAL

199 E-001 SYMBOLS, LEGENDS, NOTES, AND DRAWING INDEX

200 E-002 DETAILS

201 E-003 LIGHTNING DETAILS

202 E-004 LUMINAIRE SCHEDULE AND RISER DIAGRAM - DIRECTOR'S LODGE

203 E-005 LUMINAIRE SCHEDULE AND RISER DIAGRAM - PUBLIC INFORMATION CENTER

204 E-006 LUMINAIRE SCHEDULE AND RISER DIAGRAM - PUBLIC RESTROOMS

205 E-007 LUMINAIRE SCHEDULE AND RISER DIAGRAM - MAINTENANCE BUILDING

206 E-008 LUMINAIRE SCHEDULE AND RISER DIAGRAM - PUMP HOUSE

207 E-009 LUMINAIRE SCHEDULE AND RISER DIAGRAM - COMMITTAL SHELTERS

208 E-010 OVERALL SITE PLAN

138 AE-422 MAINTENANCE BUILDING: ROOF PLAN

139 AE-423 MAINTENANCE BUILDING: EXTERIOR ELEVATIONS

140 AE-431 MAINTENANCE BUILDING: INTERIOR ELEVATIONS

LIGHTING

227 EL-110 DIRECTORS LODGE - BASEMENT LEVEL - EAST - LIGHTING

228 EL-111 DIRECTORS LODGE - BASEMENT LEVEL - WEST - LIGHTING

229 EL-112 DIRECTORS LODGE - GROUND LEVEL - EAST - LIGHTING

230 EL-113 DIRECTORS LODGE - GROUND LEVEL - WEST - LIGHTING

231 EL-114 DIRECTORS LODGE - SECOND LEVEL - LIGHTING

232 EL-115 DIRECTORS LODGE - ATTIC LEVEL - LIGHTING

233 EL-210 PUBLIC INFORMATION CENTER - BASEMENT LEVEL - LIGHTING

234 EL-211 PUBLIC INFORMATION CENTER - GROUND LEVEL - LIGHTING

235 EL-311 PUBLIC RESTROOMS - GROUND LEVEL - LIGHTING

236 EL-411 MAINTENANCE BUILDING - GROUND LEVEL - LIGHTING

237 EL-510 PUMP HOUSE - BASEMENT & GROUND LEVEL - LIGHTING

238 EL-611 COMMITTAL SHELTER A - LIGHTING

239 EL-612 COMMITTAL SHELTER B - LIGHTING

POWER

240 EP-110 DIRECTORS LODGE - BASEMENT LEVEL - EAST - POWER

241 EP-111 DIRECTORS LODGE - BASEMENT LEVEL - WEST - POWER

242 EP-112 DIRECTORS LODGE - GROUND LEVEL - EAST - POWER

243 EP-113 DIRECTORS LODGE - GROUND LEVEL - WEST - POWER

244 EP-114 DIRECTORS LODGE - SECOND LEVEL - POWER

245 EP-115 DIRECTORS LODGE - ATTIC LEVEL - POWER

246 EP-116 DIRECTORS LODGE - ROOF PLAN-EAST - POWER

247 EP-117 DIRECTORS LODGE - ROOF PLAN-WEST - POWER

248 EP-210 PUBLIC INFORMATION CENTER - BASEMENT LEVEL - POWER

249 EP-211 PUBLIC INFORMATION CENTER - GROUND LEVEL - POWER

250 EP-212 PUBLIC INFORMATION CENTER - ROOF PLAN - POWER

251 EP-311 PUBLIC RESTROOMS - GROUND LEVEL - POWER

252 EP-312 PUBLIC RESTROOMS - ROOF PLAN - POWER

253 EP-313 PUBLIC RESTROOMS - TEMPORARY POWER

254 EP-411 MAINTENANCE BUILDING - GROUND LEVEL - NORTH - POWER

255 EP-412 MAINTENANCE BUILDING - GROUND LEVEL - EAST - POWER

256 EP-413 MAINTENANCE BUILDING - GROUND LEVEL - WEST - POWER

257 EP-414 MAINTENANCE BUILDING - ROOF PLAN - POWER

258 EP-510 PUMP HOUSE - BASEMENT LEVEL & GROUND LEVEL & ROOF - POWER

259 EP-611 COMMITTAL SHELTER A - GROUND LEVEL - POWER

260 EP-612 COMMITTAL SHELTER B - GROUND LEVEL - POWER

261 EP-711 IRRIGATION WELL - POWER

TELECOMMUNICATIONS

262 ET-110 DIRECTOR'S LODGE - BASEMENT LEVEL - EAST - TELECOMMUNICATIONS

263 ET-111 DIRECTOR'S LODGE - BASEMENT LEVEL - WEST - TELECOMMUNICATIONS

264 ET-112 DIRECTOR'S LODGE - GROUND LEVEL - EAST - TELECOMMUNICATIONS

265 ET-113 DIRECTOR'S LODGE - GROUND LEVEL - WEST - TELECOMMUNICATIONS

266 ET-114 DIRECTOR'S LODGE - SECOND LEVEL - TELECOMMUNICATIONS

267 ET-210 PUBLIC INFORMATION CENTER - BASEMENT LEVEL - TELECOMMUNICATIONS

268 ET-211 PUBLIC INFORMATION CENTER - GROUND LEVEL - TELECOMMUNICATIONS

269 ET-311 PUBLIC RESTROOMS - GROUND LEVEL - TELECOMMUNICATIONS

PLUMBING

GENERAL

270 P-001 PLUMBING - ABBREVIATIONS, SCHEDULES AND SYMBOLS

271 P-002 PLUMBING - DETAILS

DEMOLITION

272 PD-110 DIRECTORS LODGE - PLUMBING - BASEMENT LEVEL - FLOOR PLAN EAST - DEMOLITION 273 PD-111 DIRECTORS LODGE - PLUMBING - BASEMENT LEVEL - FLOOR PLAN WEST - DEMOLITION 274 PD-112 DIRECTORS LODGE - PLUMBING - GROUND LEVEL - FLOOR PLAN EAST - DEMOLITION 275 PD-113 DIRECTORS LODGE - PLUMBING - GROUND LEVEL - FLOOR PLAN WEST - DEMOLITION

276 PD-114 DIRECTORS LODGE - PLUMBING - SECOND LEVEL - FLOOR PLAN - DEMOLITION

277 PD-211

PUBLIC INFORMATION CENTER - PLUMBING - GROUND LEVEL - FLOOR PLAN -

DEMOLITION

278 PD-311 PUBLIC RESTROOMS - PLUMBING - GROUND LEVEL - FLOOR PLAN - DEMOLITION

NEW WORK

279 PP-110 DIRECTORS LODGE - PLUMBING - BASEMENT LEVEL - FLOOR PLAN EAST

280 PP-111 DIRECTORS LODGE - PLUMBING - BASEMENT LEVEL - FLOOR PLAN WEST

281 PP-112 DIRECTORS LODGE - PLUMBING - GROUND LEVEL - FLOOR PLAN EAST

282 PP-113 DIRECTORS LODGE - PLUMBING - GROUND LEVEL - FLOOR PLAN WEST

283 PP-114 DIRECTORS LODGE - PLUMBING - SECOND LEVEL - FLOOR PLAN

284 PP-211 PUBLIC INFORMATION CENTER - PLUMBING - GROUND LEVEL - FLOOR PLAN - GRAVITY 285 PP-212 PUBLIC INFORMATION CENTER - PLUMBING - GROUND LEVEL - FLOOR PLAN - PRESSURE

286 PP-311 PUBLIC RESTROOMS - PLUMBING - GROUND LEVEL - FLOOR PLAN - GRAVITY

287 PP-312 PUBLIC RESTROOMS - PLUMBING - GROUND LEVEL - FLOOR PLAN - PRESSURE

288 PP-313 PUBLIC RESTROOMS - TEMPORARY PLUMBING

FIRE ALARM

289 FA-001 SYMBOLS, NOTES, ABBREVIATIONS, AND DRAWING INDEX

290 FA-002 DETAILS AND MATRIX

291 FA-110 DIRECTORS LODGE - BASEMENT & GROUND LEVEL - FIRE ALARM

292 FA-111 DIRECTORS LODGE - SECOND & ATTIC LEVEL - FIRE ALARM

STRUCTURAL

293 S-101 STRUCTURAL NOTES

294 S-201 STRUCTURAL DETAILS

295 S-202 STRUCTURAL DETAILS

296 S-203 STRUCTURAL DETAILS

71 LS-402 SITE DEVELOPMENT PLAN - DETAILS

72 LS-403 SITE DEVELOPMENT PLAN - DETAILS

73 LS-404 SITE DEVELOPMENT PLAN - DETAILS

74 LS-405 SITE DEVELOPMENT PLAN - DETAILS

75 LS-406 SITE DEVELOPMENT PLAN - DETAILS

PUMP HOUSE

141 AE-511 PUMP HOUSE: BASEMENT & GROUND LEVELS FLOOR PLANS

142 AE-512 PUMP HOUSE: ROOF - PLAN, ELEVATIONS & ROOF REPAIR DETAIL

143 AE-521 PUMP HOUSE: BASEMENT & GROUND LEVELS REFLECTED CEILING PLANS

144 AE-531 PUMP HOUSE: EXTERIOR ELEVATIONS

COMMITTAL SERVICE SHELTERS A & B

145 AE-611 COMMITTAL SHELTER A: FLOOR, CEILING AND ROOF PLANS

146 AE-612 COMMITTAL SHELTER B: FLOOR, CEILING AND ROOF PLANS

147 AE-621 COMMITTAL SHELTER A & B: INTERIOR ELEVATIONS

148 AE-622 COMMITTAL SHELTER DETAILS

149 AE-631 COMMITTAL SHELTER A: EXTERIOR ELEVATIONS

150 AE-632 COMMITTAL SHELTER B: EXTERIOR ELEVATIONS

DEMOLITION

209 ED-110 DIRECTOR'S LODGE - BASEMENT LEVEL - EAST - DEMOLITION

210 ED-111 DIRECTORS LODGE - BASEMENT LEVEL - -WEST - DEMOLITION

211 ED-112 DIRECTORS LODGE - GROUND LEVEL - EAST - DEMOLITION

212 ED-113 DIRECTORS LODGE - GROUND LEVEL - WEST - DEMOLITION

213 ED-114 DIRECTORS LODGE - SECOND LEVEL - DEMOLITION

214 ED-115 DIRECTORS LODGE - ATTIC LEVEL - DEMOLITION

215 ED-116 DIRECTORS LODGE - ROOF PLAN-EAST - DEMOLITION

216 ED-117 DIRECTORS LODGE - ROOF PLAN-WEST - DEMOLITION

217 ED-210 PUBLIC INFORMATION CENTER - BASEMENT LEVEL - DEMOLITION

218 ED-211 PUBLIC INFORMATION CENTER - GROUND LEVEL - DEMOLITION

219 ED-212 PUBLIC INFORMATION CENTER - ROOF PLAN - DEMOLITION

220 ED-311 PUBLIC RESTROOMS - GROUND LEVEL - DEMOLITION

221 ED-312 PUBLIC RESTROOMS - ROOF PLAN - DEMOLITION

222 ED-411 MAINTENANCE BUILDING - GROUND LEVEL - DEMOLITION

223 ED-412 MAINTENANCE BUILDING - ROOF PLAN - DEMOLITION

224 ED-510 PUMP HOUSE - BASEMENT & GROUND LEVEL - DEMOLITION

225 ED-611 COMMITTAL SHELTER A - DEMOLITION

226 ED-612 COMMITTAL SHELTER B - DEMOLITION

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CONSULTANTS

CONSTRUCTION SEQUENCE &

PHASING PLAN

GI-103

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

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

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© COPYRIGHT 2023, Walker Federal Services, LLC

FACILITY RENOVATION

LONG ISLAND NATIONAL CEMETERY

815CM3041

BJ JC, EM

May 22, 2023

Final Construction Documents - Issued for Construction

1. ALL STORM SEWER STRUCTURES AND PIPES SHALL CONFORM TO NEW YORK STATE

DEPARTMENT OF TRANSPORTATION STANDARDS.

2. COORDINATE CONSTRUCTION OF STORM SEWER LINES WITH OTHER CONSTRUCTION

ACTIVITIES ON SITE.

3. VERIFY LOCATIONS AND INVERTS 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 31 20 00 EARTH MOVING, ADJUSTED TO THE REQUIRED UNIFORM

MOISTURE CONTENT, AND COMPACTED TO THE SPECIFIED DENSITY.

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 LAYER OF TOPSOIL AND

PAVING HAVE BEEN PLACED.

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 REPORT, PROJECT MANUAL,

APPENDIX I, 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 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. 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, REFLECTORS, AND FLAGGERS DURING CEMETERY HOURS OF

OPERATION.

3. COORDINATE ANY CLOSURE OF AND WORK ON AND ADJACENT WELLWOOD AVENUE SIDEWALKS WITH LOCAL JURISDICTIONS HAVING AUTHORITY. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL RELEVANT PERMITS/APPROVALS AND PAYING ALL ASSOCIATED FEES WITHOUT ADDITIONAL COST TO

THE GOVERNMENT.

4. MAINTAIN VEHICULAR ACCESS TO THE ADMINISTRATION BUILDING AND MAINTENANCE YARD AT ALL TIMES AND TO THE COMFORT STATION WHEN IT IS NOT CLOSED FOR CONSTRUCTION, INCLUDING DURING PAVING OPERATIONS. SINGLE LANE CLOSURES AND USE OF FLAGGERS IS POTENTIALLY

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

5. 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 NEW YORK SUPPLEMENT 17 NYCRR CHAPTER V, MINIMUM.

6. 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.

1. 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 AT AND CONSTRUCTION ACCESS TO EACH DISCRETE

AREA OF WORK.

b. DETAILED PHASING PLAN & SCHEDULE FOR COLUMBARIUM "A." SUBDIVIDE BY EXISTING WALL DESIGNATIONS, A1-A6, INCLUDING ADJACENT SITEWORK. WORK MAY OCCUR CONCURRENTLY AT UP

TO 2 NON-CONTIGUOUS WALLS. COMPLETE WORK ON ANY WALL AND TURN OVER TO CEMETERY

PRIOR TO BEGINNING WORK ON ANY SUBSEQUENT WALL. WORK DURATION FOR 1 WALL & ADJACENT SITEWORK, INCLUDING INSPECTION AND PUNCHLIST FULFILLMENT, SHALL NOT EXCEED 15 CALENDAR DAYS. ENSURE OPERATIONS AT ADJACENT COMMITTAL SERVICE SHELTERS "NORTH" AND "SOUTH" ARE

UNAFFECTED.

c. DETAILED SCHEDULE FOR COMMITTAL SERVICE SHELTERS "A" & "B." COMPLETE WORK ON THE FIRST SHELTER, INCLUDING INSPECTION AND PUNCHLIST FULFILLMENT, AND TURN OVER TO CEMETERY

PRIOR TO BEGINNING WORK ON THE SECOND. WORK DURATION FOR EACH SHELTER SHALL NOT

EXCEED 45 CALENDAR DAYS.

2. 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, AND REGULATIONS APPLICABLE

TO PERFORM THE WORK.

3. 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.

4. 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.

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

6. 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.

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

RESPECTIVE WORK.

8. COMPLETE WORK IN EACH OF THE FOLLOWING AREAS PRIOR TO COMMENCING WITH SUBSEQUENT AREAS. LIST IS NOT INTENDED TO BE ALL-INCLUSIVE AND ORDER OF a-d MAY CHANGE, AS APPROVED BY COR. COR WILL CONSIDER REQUESTS TO ALTER LIST NOT LESS THAN 30 DAYS IN ADVANCE OF AFFECTED

ITEMS:

a. CONTRACTOR'S YARD & UTILITIES, CONSTRUCTION FENCING & GATES, CONSTRUCTION SIGNAGE.

b. DIRECTOR'S LODGE, OFFICE BUILDING, AND ASSOCIATED SITE WORK.

c. MAINTENANCE BUILDING, PUMP HOUSE, TEMPORARY PUBLIC RESTROOMS, COMFORT

STATION/RESTROOM BUILDING, WELL & CONNECTION TO WATER DISTRIBUTION SYSTEM, AND

ASSOCIATED SITEWORK.

c.a. COMPLETE PUMP HOUSE ELECTRICAL WORK PRIOR TO SCHEDULED ENERGIZING OF

TEMPORARY PUBLIC RESTROOMS.

c.b. COMPLETE INSTALLATION OF TEMPORARY PUBLIC RESTROOMS PRIOR TO ANY WORK ON

COMFORT STATION/RESTROOM BUILDING.

c.c. COMPLETE PAVEMENT WORK AT COMFORT STATION/RESTROOM BUILDING PARKING LOT

FOLLOWING REMOVAL OF TEMPORARY PUBLIC RESTROOMS.

d. COLUMBARIUM A, COMMITTAL SERVICE SHELTER (CSS) A & B, AND ASSOCIATED SITEWORK.

9. THE FOLLOWING MAY BE SCHEDULED INDEPENDENTLY FROM OR CONCURRENT WITH ANY OF THE

ABOVE, AS APPROVED BY COR.

a. CORTEGE LANES & ASSOCIATED DIRECTIONAL SIGNAGE, SITE DRAINAGE, CURB & GUTTER

REPAIRS, SITE PAVING.

a.a. PRIOR TO CONSTRUCTION, EMPLOY THE SERVICES OF NY-LICENSED GEOTECHNICAL

ENGINEER TO EVALUATE AND CONFIRM THE SUITABILITY OF SOILS BELOW NEW PAVING IN

THE AREA NORTH OF THE ADMINISTRATION BUILDING, FORMERLY A RESERVOIR. PROVIDE

ENGINEER'S SEALED REPORT FOR COR'S REVIEW PRIOR TO CONSTRUCTION. SEE

APPROXIMATE HISTORIC BOUNDARY LINE OF RESERVOIR ON SITE DRAWING IN THAT AREA.

b. SITE SIGNAGE.

c. PLAQUE RESTORATION.

d. SECTION MONUMENTS.

e. FLOWER WATERING STATIONS.

10. DO NOT REMOVE EXISTING SITE SIGNS, SECTION MARKERS, AND YARD HYDRANTS UNTIL

CORRESPONDING NEW UNITS ARE APPROVED AND READY FOR IMMEDIATE INSTALLATION. REMOVE ONLY THOSE UNITS THAT WILL BE REPLACED BY THE END OF EACH DAY, UNLESS OTHERWISE DIRECTED

BY COR.

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 BETWEEN THOSE AND STAKING PLAN 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 DIG SAFELY NEW YORK TO LOCATE AND MARK UTILITIES IN ADVANCE

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

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 RECOMMENDED PAVEMENT THICKNESS, SUBGRADE PREPARATION, BACKFILLING, ETC. FOLLOW REQUIREMENTS FOR SITE PREPARATION, PROOF-ROLLING, LIFT THICKNESS, STRUCTURAL FILL, 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 OF GATE 3. LIMITED TRANSIT ON CEMETERY ROADS TO DISCRETE WORK AREAS WHEN SCHEDULED WORK IS OCCURRING, AS WELL AS SHORT-TERM STORAGE OF UP TO 15 CALENDAR DAYS, MAY OCCUR AT DISCRETE WORK AREAS, SUBJECT TO APPROVAL OF CONTRACTOR'S PROPOSED CONSTRUCTION SEQUENCING PLAN. CONTRACTOR MAY REQUEST LIMITED USE OF OTHER BACK-OF-HOUSE AREAS FOR SECONDARY STORAGE, PENDING WRITTEN APPROVAL BY COR NOT LESS THAN 7 DAYS IN ADVANCE. 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 NEW YORK STATE LICENSED LAND

SURVEYOR IN ACCORDANCE WITH STATE LAWS AT CONTRACTOR'S EXPENSE.

12. PROTECT ALL TREES & SHRUBS NOT SPECIFICALLY IDENTIFIED FOR REMOVAL PER 4/LS-401 & 01 56 39, WHETHER TREE PROTECTION FENCING AND OTHER MEASURES ARE SPECIFICALLY IDENTIFIED ON THE PLANS.

13. LIMITS OF WORK FOR INDIVIDUAL SIGNS AND OTHER SMALL DISCRETE OPERATIONS ARE NOT SHOWN ON PLANS.

PROVIDE CONSTRUCTION FENCING AT EACH AREA OF WORK PER 3/LS-401 & 01 00 02. MAINTAIN UNTIL WORK IS COMPLETE, AS APPROVED BY COR. FLAG FENCE LOCATIONS IN FIELD FOR COR'S APPROVAL & ADJUSTMENT PRIOR TO ERECTING. DO NOT BLOCK ROADS OR SIDEWALKS UNLESS APPROVED BY COR IN WRITING.

14. 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 RIGID PROTECTIVE COVERS ON ALL ADJACENT HEADSTONES AND MEMORIALS WITHIN 10 FEET OF DEMOLITION OR CONSTRUCTION ACTIVITIES AND AS DIRECTED BY COR OR CEMETERY DIRECTOR. REMOVE AFTER ADJACENT WORK IS COMPLETE, OR AS DIRECTED BY COR OR CEMETERY

DIRECTOR.

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

COST AND SUPPLEMENT AT NO ADDITIONAL COST IF REQUIRED BY PERMITTING AUTHORITY.

16. 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.

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

CONDITIONS AND IMPROVEMENTS 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 AND STATE OF NEW YORK, UNLESS

WAIVED AND/OR MODIFIED UNDER SEPARATE APPLICATION.

20. PROVIDE TEMPORARY MODULAR PUBLIC RESTROOM BUILDING(S), UTILITIES, AND SIGNAGE WHEN WORK IS UNDERWAY AT COMFORT STATION PER GI-104. NOT FOR USE BY CONTRACTOR AT ANY TIME. COR'S APPROVAL IS REQUIRED PRIOR TO CLOSING RESTROOM BUILDING. MAINTAIN UNTIL RESTROOM BUILDING WORK IS

COMPLETE AND ACCEPTED BY COR.

21. 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 NEW YORK 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.

22. 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.

23. EXISTING UTILITIES SHOWN REPRESENT THE BEST INFORMATION OBTAINABLE FOR DESIGN. LOCATIONS ARE NOT GUARANTEED & SOME ITEMS MAY NOT BE INDICATED. WORK INCLUDES SUBSURFACE UTILITY SCANNING, TEST PITS, AND OTHER INVESTIGATIVE MEANS AS NECESSARY TO ENSURE COMPLETE & ACCURATE INFORMATION PRIOR TO WORK. ADJUST WORK, AS APPROVED BY COR, AT NO ADDITIONAL COST TO AVOID CONFLICTS.

CONTRACTOR SHALL BEAR EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES DAMAGED DURING WORK.

COORDINATE WORK WITH ALL UTILITY COMPANIES/AUTHORITIES PERTINENT TO PROSECUTION OF WORK.

24. COORDINATE WORK ADJACENT TO EXISTING COMMITTAL SERVICE SHELTERS, CORTEGE PARKING, COLUMBARIA, AND INTERMENT SECTIONS 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, CORTEGE PARKING, PROCESSIONS, AND OTHER

FUNERAL ACTIVITY AS DIRECTED BY COR.

25. 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.

26. FINISH GRADE DISTURBED AREAS NOT OTHERWISE PLANTED OR PAVED W/ TOPSOIL FILL & TURF SOD PER 32 90

00 AND LP-201. FEATHER ADJACENT GRADES & PROVIDE POSITIVE DRAINAGE.

27. 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

28. 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.

29. 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.

GENERAL NOTES CONSTRUCTION SEQUENCE SITE GRADING

MAINTENANCE OF TRAFFIC

STORM SEWER

1. PROJECT INCLUDES HAZARDOUS MATERIALS. REFER TO ARCHITECTURAL AND ENGINEERING

DEMOLITION DRAWINGS AND 02 82 11 TRADITIONAL ASBESTOS ABATEMENT, 02 82 13.31

ASBESTOS TRANSITE-TYPE ABATEMENT, 02 83 33.13 LEAD-BASED PAINT REMOVAL, AND

HAZARDOUS MATERIALS SURVEY, 7/28/21, PROJECT MANUAL APPENDIX II 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 THE FOLLOWING WITH BID SUBMISSION:

a. NARRATIVE PLAN OF HAZARDOUS MATERIALS WORK AND DRAFT PROJECT-SPECIFIC

HEALTH AND SAFETY PLAN, PER 01 00 02

HAZARDOUS MATERIALS

1. NEW WELL INCLUDES DECOMMISSIONING OF EXISTING WELL AND DESIGN AND TEST WELL.

REFER TO PROJECT MANUAL, APPENDIX III, IRRIGATION SUPPLY WELL DESKTOP EVALUATION

FOR SPECIFIC REQUIREMENTS AND SEQUENCE OF WORK. REFER ALSO TO DIVISION 33

SPECIFICATIONS.

2. EXISTING IRRIGATION WELL IS CURRENTLY IN USE. SUBMIT PROPOSED DECOMMISSIONING

SCHEDULE WITH COR NOT MORE THAN 30 DAYS FOLLOWING NOTICE TO PROCEED TO LIMIT

IMPACTS TO CEMETERY OPERATIONS AND SERVICES.

IRRIGATION WELL

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West Fifth Dr.

West Sixth Dr.

East Third Dr.

East Fourth Dr.

East Fifth Dr.

East Sixth Dr.

Eastern Dr.

W es te rn D r.

Northern Dr.

C o l o n i a l

S p r i n g s

R o a d

P i n e l a w n a d

Rostrum Dr. W

M al l Dr

. E

Ro st ru m

D r.

E.

Outer Mall Dr.

2U

2P2N

2S 3F

OC

Y

MATCHLINE

MATCHLINE

MATCHLINE

MATCHLINE

R

GI-104

ENLARGEMENT

O

C

R.1 (TYP.)

R ACCESSIBLE

R (TYP.)

3'-6"

3'-6"

3' -6

(T

YP

5' -0

3'-6"(TYP.)

34'-0"

# GATE

14 PROPOSED CORTEGE

12 ADMINISTRATION BUILDING

13 PUBLIC INFORMATION CENTER

10 PLAQUE, MEMORIAL DAY ORDER

11 DIRECTOR'S LODGE

9 PLAQUE, GETTYSBURG ADDRESS

8 PLAQUE, 1867 SECTION 3

7 PLAQUE, GENERAL ORDER 80

16 COMMITTAL SERVICE SHELTER B

4 MAINTENANCE BUILDING

1 PROPOSED WELL & CONTROL SPOOL ENCLOSURE

2 EXISTING PUMP HOUSE

Y CONTRACTOR'S YARD, STAGING, TEMP. FACILITIES

3 COMFORT STATION/PUBLIC RESTROOM BUILDING

B-## BORING; PROJECT MANUAL,

APPENDIX I, GEOTECHNICAL REPORT

SURVEY CONTROL POINT

PAVEMENT CORE; PROJECT MANUAL,

APPENDIX I, GEOTECHNICAL REPORT

15 COMMITTAL SERVICE SHELTER A

C-##

R

R.1 BARRICADE, PER 1/LS-401

LS-401

TEMPORARY PUBLIC

MODULAR RESTROOMS

CONSTRUCTION ACCESS ROUTE

LS-401

SA.2 SAFETY SIGN

SA.1 1

LS-401

SA.1 CONSTRUCTION SIGN

SA.2

17 FORMER RESERVOIR, APPROX. HISTORIC BOUNDARY LINE

OVERALL SITE PLAN

PHASING PLAN

GI-104

0 100 200 400 600

LEGEND

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Drawing Title

Approved:

Checked

Location

DRAWING NO.

Dwg.

Of

4 5 8

1 2 3 4 7 9

D E

F

C D

E

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

WFS

Approved:

Project Title

Building Number

Drawn

Date

Project No.

1 2 6 7 9

5 6 8

A B

C

A B

F

© COPYRIGHT 2023, Walker Federal Services, LLC

FACILITY RENOVATION

LONG ISLAND NATIONAL CEMETERY

815CM3041

BJ JC, EM

May 22, 2023

Final Construction Documents - Issued for Construction

NOT TO SCALE

KEY

3B

2X

2Z2Y

2W 3D

2S

2R

2Q

2D

3F

3C

2U

2T

2M

2K

H

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X

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2C

2B

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3A

DSSE 3E

NOT TO SCALE

KEY

3B

2X

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2S

2R

2Q

2D

3F

3C

2U

2T

2M

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2C

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2R

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2D

3F

3C

2U

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2K

H

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2P2N

2J

2E2G

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X

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T

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2C

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2VW

3A

3B

2X

2Z2Y

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2S

2R

2Q

2D

3F

3C

2U

2T

2M

2K

H

J

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B

G

F

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2P2N

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Q

P

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2A

X

V

T

US

2C

2B

2VW

3A

DSSE 3E

KEYKEYKEYKEYKEYKEY

NOT TO SCALE

KEY

3B

2X

2Z2Y

2W 3D

2S

2R

2Q

2D

3F

3C

2U

2T

2M

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H

J

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2C

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3B

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3F

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H

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2C

2B

2VW

3A

3B

2X

2Z2Y

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2S

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2D

3F

3C

2U

2T

2M

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H

J

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2P2N

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2E2G

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Q

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2A

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2C

2B

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3B

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3F

3C

2U

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H

J

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K

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A

B

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2L

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2E2G

R

Q

P

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2A

X

V

T

US

2C

2B

2VW

3A

DSSE 3E

NOT TO SCALE

KEY

3B

2X

2Z2Y

2W 3D

2S

2R

2Q

2D

3F

3C

2U

2T

2M

2K

H

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2C

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3B

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2D

3F

3C

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2T

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2K

H

J

C

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M L

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I

A

B

G

F

2L

2P2N

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2E2G

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Q

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2A

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US

2C

2B

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3B

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2S

2R

2Q

2D

3F

3C

2U

2T

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2K

H

J

C

D

N

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M L

K

I

A

B

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F

2L

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2E2G

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2A

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V

T

US

2C

2B

2VW

3A

3B

2X

2Z2Y

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2S

2R

2Q

2D

3F

3C

2U

2T

2M

2K

H

J

C

D

N

O

M L

K

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A

B

G

F

2L

2P2N

2J

2E2G

2E2G

R

Q

P

Y Z

2A

X

V

T

US

2C

2B

2VW

3A

DSSE 3E

ENLARGEMENT

1"=10' 0 10 20 40 60

NOTES:

1. REFER TO ELECTRICAL PLANS FOR SERVICE TO TEMPORARY RESTROOM TRAILERS.

G

L I N C

F a c R e n C M 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

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AC

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AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text V

AutoCAD SHX Text

EM

AutoCAD SHX Text

RD

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RD

AutoCAD SHX Text

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RD

AutoCAD SHX Text

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AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

MH

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HB

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GM

AutoCAD SHX Text V

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EM

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

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MH

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

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AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text R

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AutoCAD SHX Text

PRIME CONSULTANT

AutoCAD SHX Text

CONSULTANTS

# GATE

14 PROPOSED CORTEGE

12 ADMINISTRATION BUILDING

13 PUBLIC INFORMATION CENTER

10 PLAQUE, MEMORIAL DAY ORDER

11 DIRECTOR'S LODGE

9 PLAQUE, GETTYSBURG ADDRESS

8 PLAQUE, 1867 SECTION 3

7 PLAQUE, GENERAL ORDER 80

16 COMMITTAL SERVICE SHELTER B

4 MAINTENANCE BUILDING

1 PROPOSED WELL & CONTROL SPOOL ENCLOSURE

2 EXISTING PUMP HOUSE

Y CONTRACTOR'S YARD, STAGING, TEMP. FACILITIES

3 COMFORT STATION/PUBLIC RESTROOM BUILDING

B-## BORING; PROJECT MANUAL,

APPENDIX I, GEOTECHNICAL REPORT

SURVEY CONTROL POINT

PAVEMENT CORE; PROJECT MANUAL,

APPENDIX I, GEOTECHNICAL REPORT

15 COMMITTAL SERVICE SHELTER A

C-##

R

R.1 BARRICADE, PER 1/LS-401

LS-401

TEMPORARY PUBLIC

MODULAR RESTROOMS

CONSTRUCTION ACCESS ROUTE

LS-401

SA.2 SAFETY SIGN

SA.1 1

LS-401

SA.1 CONSTRUCTION SIGN

SA.2

17 FORMER RESERVOIR, APPROX. HISTORIC BOUNDARY LINE

B-06 B-07

B-01

B-02B-03

B-10

B-04

B-05

TBM-B

ELEV=92.76

TBM-C

ELEV=90.84

C-01

C-02

C-03

C-04

C-05

C-06 C-07

C-08

C-28

C-29

C-30

C-31

C-32

C-33

C-34

C-35

2D2K

H

J

D

N

O

M

L

K

I

A

B

G

F

2L 2H2J

2E2G

R

Q

P

Y Z

2A

X

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2B

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West First Dr.

Southern Dr.

Memorial Dr. South

East First Dr.

West Second Dr. East Second Dr.

W e l l w o d

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L i t t l e

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Eastern Dr.

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Southern Dr.

Center Portal Dr.

Main Portal Dr.

Main Portal Dr.

Center Portal Dr.

Eastern Dr.

2C

H T

COLMB

B

CO

LM

BA

RI

U M

A

MATCHLINE

MATCHLINE

MATCHLINE

MATCHLINE

GI-105

ENLARGEMENT

SA.2

SA.1

17 COLMB

SA.2

SA.1

OVERALL SITE PLAN

PHASING PLAN

GI-105

0 100 200 400 600

LEGEND

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Drawing Title

Approved:

Checked

Location

DRAWING NO.

Dwg.

Of

4 5 8

1 2 3 4 7 9

D E

F

C D

E

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

WFS

Approved:

Project Title

Building Number

Drawn

Date

Project No.

1 2 6 7 9

5 6 8

A B

C

A B

F

© COPYRIGHT 2023, Walker Federal Services, LLC

FACILITY RENOVATION

LONG ISLAND NATIONAL CEMETERY

815CM3041

BJ JC, EM

May 22, 2023

Final Construction Documents - Issued for Construction

NOT TO SCALE

KEY

3B

2X

2Z2Y

2W 3D

2S

2R

2Q

2D

3F

3C

2U

2T

2M

2K

H

J

C

D

N

O

M L

K

I

A

B

G

F

2L

2P2N

2H2J

2E2G

2E2G

R

Q

P

Y Z

2A

X

V

T

US

2C

2B

2VW

3A

3B

2X

2Z2Y

2W 3D

2S

2R

2Q

2D

3F

3C

2U

2T

2M

2K

H

J

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N

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M L

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I

A

B

G

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2L

2P2N

2J

2E2G

2E2G

R

Q

P

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2A

X

V

T

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2C

2B

2VW

3A

3B

2X

2Z2Y

2W 3D

2S

2R

2Q

2D

3F

3C

2U

2T

2M

2K

H

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2P2N

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2E2G

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2C

2B

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2R

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2D

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2E2G

2E2G

R

Q

P

Y Z

2A

X

V

T

US

2C

2B

2VW

3A

DSSE 3E

NOT TO SCALE

KEY

3B

2X

2Z2Y

2W 3D

2S

2R

2Q

2D

3F

3C

2U

2T

2M

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H

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2C

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3C

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2E2G

2E2G

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2A

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2C

2B

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3B

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2S

2R

2Q

2D

3F

3C

2U

2T

2M

2K

H

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2L

2P2N

2J

2E2G

2E2G

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Q

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2A

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T

US

2C

2B

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3A

3B

2X

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2S

2R

2Q

2D

3F

3C

2U

2T

2M

2K

H

J

C

D

N

O

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A

B

G

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2L

2P2N

2J

2E2G

2E2G

R

Q

P

Y Z

2A

X

V

T

US

2C

2B

2VW

3A

DSSE 3E

KEYKEYKEYKEYKEYKEY

NOT TO SCALE

KEY

3B

2X

2Z2Y

2W 3D

2S

2R

2Q

2D

3F

3C

2U

2T

2M

2K

H

J

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2P2N

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2E2G

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2C

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3B

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2D

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3C

2U

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2E2G

2E2G

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2C

2B

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3B

2X

2Z2Y

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2R

2Q

2D

3F

3C

2U

2T

2M

2K

H

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2E2G

2E2G

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2A

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2D

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3C

2U

2T

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J

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A

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2E2G

2E2G

R

Q

P

Y Z

2A

X

V

T

US

2C

2B

2VW

3A

DSSE 3E

NOT TO SCALE

KEY

3B

2X

2Z2Y

2W 3D

2S

2R

2Q

2D

3F

3C

2U

2T

2M

2K

H

J

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F

2L

2P2N

2H2J

2E2G

2E2G

R

Q

P

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X

V

T

US

2C

2B

2VW

3A

3B

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2S

2R

2Q

2D

3F

3C

2U

2T

2M

2K

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D

N

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I

A

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2X

2Z2Y

2W 3D

2S

2R

2Q

2D

3F

3C

2U

2T

2M

2K

H

J

C

D

N

O

M L

K

I

A

B

G

F

2L

2P2N

2J

2E2G

2E2G

R

Q

P

Y Z

2A

X

V

T

US

2C

2B

2VW

3A

3B

2X

2Z2Y

2W 3D

2S

2R

2Q

2D

3F

3C

2U

2T

2M

2K

H

J

C

D

N

O

M L

K

I

A

B

G

F

2L

2P2N

2J

2E2G

2E2G

R

Q

P

Y Z

2A

X

V

T

US

2C

2B

2VW

3A

DSSE 3E

ENLARGEMENT

1"=10' 0 10 20 40 60

G

L I N C

F a c R e n C M 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

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text C/O

AutoCAD SHX Text C/O

AutoCAD SHX Text

EB

AutoCAD SHX Text

EM

AutoCAD SHX Text

GM

AutoCAD SHX Text

GM

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text V

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text E

AutoCAD SHX Text V

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

AC

AutoCAD SHX Text

MH

AutoCAD SHX Text

TIE WALL

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

HB

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text

MH

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

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