Attachment 4 818PC2032-MNC_BD_PLANS_Part1.pdf

PHASE IV DEVELOPMENT

PROJECT NUMBER: 818PC2032

BID DOCUMENTS

DEPARTMENT OF

VETERANS AFFAIRS

BOURNE TOWNSHIP

BARNSTABLE COUNTY, MASSACHUSETTS

MASSACHUSETTS NATIONAL CEMETERY

COVER SHEET

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business www.miller-remick.com p lan n in g + la nds cap e a rch i tecture

712 Congress Avenue, Suite 300 Austin, Texas 78701

(512) 480-0032

GRAVESITE YIELD SUMMARY

COLUMBARIUM

NICHES

IN-GROUND

CREMAIN

(4'X4')

300 1,5006,000

CREMAIN PLOTS

PRE-PLACED

DOUBLE-DEPTH

CRYPTS (3'x8')

4,000

CASKET PLOTS

PRE-PLACED

OVERSIZED

CRYPTS (4'x10')

375 EAST HORSETOOTH ROAD

BLDG 2-202

PH. 970-372-6104

FORT COLLINS, CO 80525

AQUA ENGINEERING, INC.

WWW.AQUAENGR.COM

GI001

TOTAL NUMBER

OF GRAVESITES

12,090290

TRADITIONAL

FULL CASKET

(4'X10')

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

DRAWING INDEX

1. GI001 COVER SHEET

2. GI002 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

CIVIL

3. BI101 SUBSURFACE BORING LOCATION PLAN

4. GI200 CONSTRUCTION SEQUENCING PLAN

5. GC100 OVERALL DEMO & INITIAL EROSION & SEDIMENT CONTROL PLAN

6. GC101 DEMO & INITIAL EROSION & SEDIMENT CONTROL PLAN AREA 1

7. GC102 DEMO & INITIAL EROSION & SEDIMENT CONTROL PLAN AREA 2

8. GC103 DEMO & INITIAL EROSION & SEDIMENT CONTROL PLAN AREA 3

9. GC104 DEMO & INITIAL EROSION & SEDIMENT CONTROL PLAN AREA 4

10. GC105 DEMO & INITIAL EROSION & SEDIMENT CONTROL PLAN AREA 5

11. GC106 DEMO & INITIAL EROSION & SEDIMENT CONTROL PLAN AREA 6

12. GC107 DEMO & INITIAL EROSION & SEDIMENT CONTROL PLAN AREA 7

13. GC108 DEMO & INITIAL EROSION & SEDIMENT CONTROL PLAN AREA 8

14. GC109 DEMO & INITIAL EROSION & SEDIMENT CONTROL PLAN AREA 9

15. GC110 DEMO & INITIAL EROSION & SEDIMENT CONTROL PLAN AREA 10

16. GC111 DEMO & INITIAL EROSION & SEDIMENT CONTROL PLAN AREA 11

17. GC112 DEMO & INITIAL EROSION & SEDIMENT CONTROL PLAN - ADD ALT. 1 - AREA 1

18. GC113 DEMO & INITIAL EROSION & SEDIMENT CONTROL PLAN - ADD ALT. 1 - AREA 2

19. GC114 DEMO & INITIAL EROSION & SEDIMENT CONTROL PLAN - ADD ALT. 1 - AREA 3

20. GC200 OVERALL STAGE II EROSION AND SEDIMENT CONTROL PLAN

21. GC201 EROSION AND SEDIMENT CONTROL PLAN AREA 1

22. GC202 EROSION AND SEDIMENT CONTROL PLAN AREA 2

23. GC203 EROSION AND SEDIMENT CONTROL PLAN AREA 3

24. GC204 EROSION AND SEDIMENT CONTROL PLAN AREA 4

25. GC205 EROSION AND SEDIMENT CONTROL PLAN AREA 5

26. GC206 EROSION AND SEDIMENT CONTROL PLAN AREA 6

27. GC207 EROSION AND SEDIMENT CONTROL PLAN AREA 7

28. GC208 EROSION AND SEDIMENT CONTROL PLAN AREA 8

29. GC209 EROSION AND SEDIMENT CONTROL PLAN AREA 9

30. GC210 EROSION AND SEDIMENT CONTROL PLAN AREA 10

31. GC211 EROSION AND SEDIMENT CONTROL PLAN AREA 11

32. GC212 EROSION AND SEDIMENT CONTROL PLAN AREA - ADD ALT. 1 - AREA 1

33. GC213 EROSION AND SEDIMENT CONTROL PLAN AREA - ADD ALT. 1 - AREA 2

34. GC214 EROSION AND SEDIMENT CONTROL PLAN AREA - ADD ALT. 1 - AREA 3

35. GC500 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

36. GC501 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

37. CS100 OVERALL SITE LAYOUT AND UTILITY PLAN

38. CS101 SITE LAYOUT AND UTILITY PLAN AREA 1

39. CS102 SITE LAYOUT AND UTILITY PLAN AREA 2

40. CS103 SITE LAYOUT AND UTILITY PLAN AREA 3

41. CS104 SITE LAYOUT AND UTILITY PLAN AREA 4

42. CS105 SITE LAYOUT AND UTILITY PLAN AREA 5

43. CS106 SITE LAYOUT AND UTILITY PLAN AREA 6

44. CS107 SITE LAYOUT AND UTILITY PLAN AREA 7

45. CS108 SITE LAYOUT AND UTILITY PLAN AREA 8

46. CS109 SITE LAYOUT AND UTILITY PLAN AREA 9

47. CS110 SITE LAYOUT AND UTILITY PLAN AREA 10

48. CS111 SITE LAYOUT AND UTILITY PLAN AREA 11

49. CS112 SITE LAYOUT AND UTILITY PLAN AREA - ADD ALT. 1 - AREA 1

50. CS113 SITE LAYOUT AND UTILITY PLAN AREA - ADD ALT. 1 - AREA 2

51. CS114 SITE LAYOUT AND UTILITY PLAN AREA - ADD ALT. 1 - AREA 3

52. CS150 BURIAL LAYOUT AND UTILITY PLAN SECTION 61

53. CS151 BURIAL LAYOUT AND UTILITY PLAN SECTION 62

54. CS152 BURIAL LAYOUT AND UTILITY PLAN SECTION 63

55. CS153 BURIAL LAYOUT AND UTILITY PLAN SECTION 64

56. CS154 BURIAL LAYOUT AND UTILITY PLAN SECTION 65

57. CG100 OVERALL GRADING AND DRAINAGE PLAN

58. CG101 GRADING AND DRAINAGE PLAN AREA 1

59. CG102 GRADING AND DRAINAGE PLAN AREA 2

60. CG103 GRADING AND DRAINAGE PLAN AREA 3

61. CG104 GRADING AND DRAINAGE PLAN AREA 4

62. CG105 GRADING AND DRAINAGE PLAN AREA 5

63. CG106 GRADING AND DRAINAGE PLAN AREA 6

64. CG107 GRADING AND DRAINAGE PLAN AREA 7

65. CG108 GRADING AND DRAINAGE PLAN AREA 8

66. CG109 GRADING AND DRAINAGE PLAN AREA 9

67. CG110 GRADING AND DRAINAGE PLAN AREA 10

68. CG111 GRADING AND DRAINAGE PLAN AREA 11

69. CG112 GRADING AND DRAINAGE PLAN AREA - ADD ALT. 1 - AREA 1

70. CG113 GRADING AND DRAINAGE PLAN AREA - ADD ALT. 1 - AREA 2

71. CG114 GRADING AND DRAINAGE PLAN AREA - ADD ALT. 1 - AREA 3

72. CG115 HANDICAP PARKING AREA AND RAMP GRADING

73. CG150 BURIAL SECTION GRADING ENLARGEMENT SECTION 61

74. CG151 BURIAL SECTION GRADING ENLARGEMENT SECTION 62

75. CG152 BURIAL SECTION GRADING ENLARGEMENT SECTION 63

76. CG153 BURIAL SECTION GRADING ENLARGEMENT SECTION 64

77. CG154 BURIAL SECTION GRADING ENLARGEMENT SECTION 65

78. CT201 NEW ROAD CENTERLINE PROFILES

79. CT202 NEW ROAD CENTERLINE PROFILES

80. CT203 NEW ROAD CENTERLINE PROFILES

81. CT204 NEW ROAD CENTERLINE PROFILES

82. CT205 NEW ROAD CENTERLINE PROFILES - ADD ALT. 1

83. CT206 NEW ROAD CENTERLINE PROFILES - ADD ALT. 1

84. CT500 PAVEMENT CROSS-SECTIONS

85. C-010 OVERALL PAVEMENT REPLACEMENT PLAN

86. C-011 PAVEMENT REPLACEMENT PLAN AREA 1

87. C-012 PAVEMENT REPLACEMENT PLAN AREA 2

88. C-013 PAVEMENT REPLACEMENT PLAN AREA 3

89. CU260 STORM PROFILES

90. CU261 STORM PROFILES

91. CU262 STORM PROFILES

92. CU263 STORM PROFILES

93. CU264 STORM COMPUTATIONS

94. CU265 STORM COMPUTATIONS

95. DT500 CRYPT AND BURIAL DETAILS

96. DT501 CRYPT AND BURIAL DETAILS

97. DT502 CRYPT AND BURIAL DETAILS

98. CG500 SITE DETAILS

99. CG501 SITE DETAILS

100. CG502 SITE DETAILS

101. CG503 SITE DETAILS

102. CG504 SITE DETAILS

103. CI101 SITE SIGNAGE EXISTING INVENTORY

104. CI102 EXISTING SITE SIGNAGE PHOTOS

105. CI103 EXISTING SITE SIGNAGE PHOTOS

106. CI201 SITE SIGNAGE PLAN

107. CI501 PROPOSED SIGN DETAILS

108. CI502 PROPOSED SIGN DETAILS

COLUMBARIUMS

109. CS401 PHASE 4 COLUMBARIUM LAYOUT ENLARGEMENT

110. CS402 PHASE 4 COLUMBARIUM GRADING ENLARGEMENT

111. CS403 PHASE 4 COLUMBARIUM DRAINAGE ENLARGEMENT

112. CS405 PHASE 4 COLUMBARIUM 'A' IMPROVEMENT PLAN

113. CS406 PHASE 4 COLUMBARIUM 'A' RESTORATION ELEVATIONS

114. CS407 PHASE 4 COLUMBARIUM 'B' IMPROVEMENT PLAN

115. CS408 PHASE 4 COLUMBARIUM 'B' RESTORATION ELEVATIONS - 1

116. CS409 PHASE 4 COLUMBARIUM 'B' RESTORATION ELEVATIONS - 2

117. CS410 ORIGINAL COLUMBARIUM 'A' & 'B' CONSTRUCTION DETAILS

118. CI201 COLUMBARIUM ELEVATIONS - 1

119. CI202 COLUMBARIUM ELEVATIONS - 2

120. CI501 COLUMBARIUM DETAILS 1

121. CI502 COLUMBARIUM DETAILS 2

122. CI503 COLUMBARIUM DETAILS 3

123. CI504 COLUMBARIUM DETAILS 4

124. CI505 COLUMBARIUM DETAILS 5

LANDSCAPE

125. L-100 OVERALL LANDSCAPE PLAN

126. L-101 ROADWAY EXPANSION LANDSCAPE PLAN

127. L-102 PARKING EXPANSION & ROSTRUM LANDSCAPE PLAN

128. L-103 ROADWAY EXPANSION LANDSCAPE PLAN

129. L-104 BURIAL SECTION LANDSCAPE PLAN

130. L-105 MAINTENANCE FACILITY AND LANDSCAPE ENLARGEMENTS

131. L-106 ROADWAY EXPANSION LANDSCAPE PLAN

132. L-107 ADD ALT. ROADWAY EXPANSION LANDSCAPE PLAN

133. L-501 PLANTING SCHEDULE AND DETAILS

134. L-502 SITE AMENITY DETAILS

135. L-503 ROSTRUM DETAILS

136. L-504 PHASE 4 EXISTING AMENITY REPLACEMENT PLAN

137. L-510 PHASE 4 LANDSCAPE WALL RESTORATION PLAN

138. L-511 LANDSCAPE WALL RESTORATION DETAILS - 2

139. L-512 LANDSCAPE WALL RESTORATION DETAILS - 3

140. L-513 LANDSCAPE WALL RESTORATION DETAILS - 3

141. L-514 LANDSCAPE WALL RESTORATION DETAILS - 4

IRRIGATION

142. LI100 IRRIGATION NOTES AND LEGENDS

143. LI101 IRRIGATION LAYOUT

144. LI102 IRRIGATION LAYOUT

145. LI103 IRRIGATION LAYOUT

146. LI104 IRRIGATION LAYOUT

147. LI105 IRRIGATION LAYOUT

148. LI106 IRRIGATION LAYOUT

149. LI107 IRRIGATION LAYOUT

150. LI108 IRRIGATION LAYOUT

151. LI109 IRRIGATION LAYOUT

152. LI110 IRRIGATION LAYOUT

153. LI111 IRRIGATION LAYOUT

154. LI1A1 IRRIGATION LAYOUT

155. LI1A2 IRRIGATION LAYOUT

156. LI1A3 IRRIGATION LAYOUT

157. LI112 IRRIGATION LAYOUT

158. LI201 FIRE HYDRANT REMOVAL/REPLACEMENT PLAN

159. LI202 IRRIGATION CONTROLLER ALTERNATIVES

160. LI501 IRRIGATION DETAILS

161. LI502 IRRIGATION DETAILS

162. LI503 IRRIGATION DETAILS

163. LI504 IRRIGATION DETAILS

164. LI510 IRRIGATION WELL DETAIL

ARCHITECTURAL

165. AE001 SYMBOLS, ABBREVIATIONS & MOUNTING HEIGHTS

166. AE002 OVERALL FLOOR PLANS

167. AE003 LIFE SAFETY PLANS

168. AE100 DEMOLITION PLANS

169. AE101 FLOOR PLANS

170. AE102 FLOOR PLANS

171. AE103 ROOF PLANS

172. AE104 ROOF PLANS

173. AE111 CEILING PLANS

174. AE112 CEILING PLANS

175. AE121 FINISH PLANS

176. AE201 EXTERIOR ELEVATIONS

177. AE211 INTERIOR ELEVATIONS

178. AE301 BUILDING SECTIONS

179. AE311 WALL SECTIONS

180. AE501 DETAILS

181. AE502 DETAILS

182. AE503 DETAILS

183. AE504 DETAILS

184. AE601 SCHEDULES

ELECTRICAL

185. E-001 ELECTRICAL ABBREVIATIONS, & SYMBOLS

186. E-002 ELECTRICAL NOTES

187. ED101 ELECTRICAL DEMOLITION PLANS

188. ES101 ELECTRICAL POWER SITE PLAN

189. ES102 ELECTRICAL POWER SITE PLAN

190. EL101 ELECTRICAL LIGHTING PLANS

191. EL102 ELECTRICAL LIGHTING PLANS

192. EP101 ELECTRICAL POWER PLANS MAINTENANCE

193. EP102 ELECTRICAL POWER PLANS

194. FA102 ELECTRICAL FIRE ALARM PLAN VEHICLE STORAGE

195. E-501 ELECTRICAL DETAILS

196. E-601 ELECTRICAL SINGLE LINE - EXISTING CONDITIONS 'FOR REFERENCE ONLY'

197. E-701 ELECTRICAL SCHEDULES

198. E-702 ELECTRICAL SCHEDULES

199. E-703 ELECTRICAL SCHEDULES

MECHANICAL

200. M-001 MECHANICAL ABBREVIATIONS, NOTES, & SYMBOLS

201. MD101 MECHANICAL DEMOLITION PLANS

202. M-101 MECHANICAL PLANS

203. M-102 MECHANICAL PLANS

204. M-701 MECHANICAL SCHEDULES & DETAILS

PLUMBING

205. PC001 PLUMBING SYMBOLS, NOTES, AND ABBREVIATIONS

206. PD101 PLUMBING DEMOLITION PLANS

207. PP101 PLUMBING PLANS

208. P-700 PLUMBING DETAILS AND SCHEDULES

STRUCTURAL

209. S-001 STRUCTURAL ABBREVIATIONS AND NOTES

210. SS101 STRUCTURAL SITE PLAN ROSTRUM

211. SS102 STRUCTURAL SITE PLAN COLUMBARIUM

212. SS103 STRUCTURAL SITE PLAN RETAINING WALL

213. SF101 STRUCTURAL FOUNDATION PLAN VEHICLE STORAGE

214. SF102 STRUCTURAL FRAMING PLAN VEHICLE STORAGE

215. SF111 STRUCTURAL FDN & ROOF FRAMING - MATERIAL STORAGE

216. SF121 STRUCTURAL FOUNDATION PLAN BREAK SHELTER & CORTEGE

217. SF131 STRUCTURAL EXISTING WASH BAY & MATERIAL STORAGE

218. S-301 STRUCTURAL SITE SECTIONS AND DETAILS

219. S-302 STRUCTURAL SITE SECTIONS AND DETAILS

220. S-501 STRUCTURAL SECTIONS AND DETAILS

221. S-510 STRUCTURAL SECTIONS AND DETAILS

222. S-520 STRUCTURAL TYPICAL DETAILS

223. S-521 STRUCTURAL TYPICAL DETAILS

SECURITY

224. SE101 SITE SECURITY PLAN

225. SE102 SECURITY FLOOR PLANS

NO. DRAWING DRAWING TITLE

PROJECT

LOCATION

RHODE ISLANDCONNECTICUT

NEW HAMPSHIRE

ATLANTIC OCEAN

PROJECT

SITE

LEO A DALY

730 SECOND AVENUE SOUTH

SUITE 1300

MINNEAPOLIS, MN 55402

PH. 612-752-8709

WWW.LEOADALY.COM

Ce rti f ie d Irr igat ion Des igner

IR

R

I G AT I ON A S S OC I A T I O

NCID

46102

JO

HN D. LEONARD

3/13/2020

March 13, 2020

GI002

GENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

GENERAL NOTES:

1. THE PROPOSED SITE IMPROVEMENTS FOR 'MASSACHUSETTS NATIONAL CEMETERY PHASE 4 DEVELOPMENT' INCLUDES, BUT IS

NOT LIMITED TO, DEMOLITION OF EXISTING ASPHALT PAVEMENT AND SUBBASE MATERIALS, EXISTING CURB & GUTTER, EXISTING STORM DRAIN INFRASTRUCTURE, AND EXISTING VEGETATION. THE IMPROVEMENTS INCLUDE EXPANDED ROADWAYS, GRAVESITE EXPANSION, CONSTRUCTION OF ADDITIONAL BURIAL SECTIONS, A COLUMBARIUM, IRRIGATION EXTENSIONS, DEMOLITION AND UPDATES OF 2 EXISTING COMMITTAL SERVICE SHELTERS, ELECTRICAL UPGRADES, BUILDING RENOVATIONS, NEW VEHICLE STORAGE BUILDING, ADDITIONAL ASPHALT PAVEMENT, CONCRETE CURB & GUTTER, CONCRETE WALKS, STORM DRAIN INFRASTRUCTURE, SITE FURNISHINGS, AND LANDSCAPING. THE PROJECT IS LOCATED IN BARNSTABLE COUNTY, MASSACHUSETTS. THE TOTAL SITE AREA IS 749.29 ACRES.

2. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHIC INFORMATION IS BASED ON AERIAL RUN TOPOGRAPHY BY FARLAND CORP. DATED SEPTEMBER THROUGH OCTOBER 2018. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 MASSACHUSETTS STATE PLANE MAINLAND ZONE. THE VERTICAL DATUM IS REFERENCED TO NAVD88.

3. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 25001C0512J DATED JUNE 16, 2014. NO PORTIONS OF THE PROJECT

AREA ARE LOCATED WITHIN THE 100-YEAR FLOODPLAIN AREA.

4. SEE THIS SHEET FOR LEGEND OF SYMBOLS USED HEREIN.

5. BURIAL CEREMONIES MAY BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT. DURING ALL CEREMONIES, ALL WORK MUST STOP, ESPECIALLY WHEN HEAVY EQUIPMENT ACTIVITY OR NOISE PRODUCING WORK IS BEING DONE. LIGHT WORK ACTIVITY CAN CONTINUE IF IT DOES NOT CREATE NOISE OR DISTRACTIONS TO THE CEREMONY. COORDINATE DAILY ACTIVITIES WITH THE CEMETERY DIRECTOR OR HIS APPROVED REPRESENTATIVE TO ACCOMMODATE SCHEDULED BURIALS.

6. DUE TO THE SENSITIVE NATURE OF THE CEMETERY SITE, CONTRACTOR SHALL MAINTAIN EACH WORK AREA IN A CLEAN AND ORDERLY APPEARANCE. TRASH AND WASTE MATERIALS SHALL BE STORED IN APPROVED CONTAINERS AND ROUTINELY DISPOSED OF OFF-SITE. CLEANUP SHALL BE REQUIRED AT THE END OF EACH DAY AND/OR MORE FREQUENTLY AS REQUIRED.

7. AFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE CEMETERY DIRECTOR. ANY ALTERED PUBLIC TRAFFIC ROUTES SHALL BE WELL DEFINED WITH PROFESSIONALLY MADE SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS. CONTRACTOR SHALL PROVIDE TWO SIGNS SIMILAR TO THE CEMETERY'S "PARDON OUR APPEARANCE" SIGNS. SIZE TO BE A MINIMUM OF 4'X5' HIGH MOUNTED ON TWO 4"X4" POSTS, PLACED IN A LOCATION AS DETERMINED BY THE CEMETERY DIRECTOR. TEXT SIZE SHALL BE MAXIMUM SIZE PROPORTIONAL TO WIDTH/HEIGHT OF SIGN.

TEXT WILL BE PROVIDED BY CEMETERY DIRECTOR.

8. THERE SHALL BE AT ALL TIMES WHEN WORK IS BEING DONE, A COMPETENT PERSON WHO IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF WORK ON SITE. THIS PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE BEHALF OF THE CONTRACTOR. THEY SHALL BE AWARE AND KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE. THEY SHALL BE EMPOWERED TO IMMEDIATELY AND EFFECTIVELY MITIGATE THE ACTIONS OF ANY WORKMAN ON SITE.

9. IF THE CONTRACTOR SHOULD ENCOUNTER UNEXPLODED ORDINANCE (UXO), CALL PAUL E. RENDON (508) 320-6906 OR BEN

GREGSON (508) 968-5821 IMMEDIATELY.

CONSTRUCTION NOTES:

1. THE CONTRACTING OFFICER REPRESENTATIVE AND CONTRACTOR ARE RESPONSIBLE FOR REVIEWING THE PLANS PRIOR

TO CONSTRUCTION AND NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CIRCUMSTANCES FOUND WITHIN THESE PLANS IN NEED OF VERIFICATION SO THAT APPROPRIATE REVISIONS CAN BE MADE, IF WARRANTED.

2. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH THE U.S.

DEPARTMENT OF VETERANS AFFAIRS REQUIREMENTS AND THE MASSCHUSETTS DEPARTMENT OF TRANSPORTATION

CONSTRUCTION STANDARDS AND SPECIFICATIONS, WHERE APPLICABLE.

3. EROSION AND SEDIMENT CONTROL DEVICES ARE TO BE IN PLACE PRIOR TO ANY LAND DISTURBANCE. REFER TO EROSION

AND SEDIMENT CONTROL PLAN FOR PHASING AND DETAILS.

4. ALL LAND ON OR OFF-SITE WHICH IS DISTURBED BY CONSTRUCTION AND WHICH IS NOT BUILT UPON OR SURFACED SHALL

BE ADEQUATELY STABILIZED TO CONTROL EROSION AND SEDIMENTATION.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY

CHANGES OR CONDITIONS ATTACHED TO PERMITS REQUIRED FOR CONSTRUCTION.

6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, PRIOR TO ENTERING PAVED AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR LAYING DUST AND TO TAKE ALL APPROPRIATE MEASURES NECESSARY TO ENSURE THAT STREETS ARE KEPT IN A CLEAN

AND DUST FREE CONDITION AT ALL TIMES.

7. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION

ACTIVITIES.

8. THE CONTRACTOR SHALL CLEAR THE SITE OF ALL TREES, BUILDINGS, FOUNDATIONS, ETC. WITHIN THE LIMITS OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR COORDINATING ANY DISCONNECTION AND/OR ABANDONMENT OF EXISTING UTILITIES AND STRUCTURES. IF NECESSARY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND ABANDONING ALL EXISTING WELLS AND/OR SEPTIC DRAIN FIELDS AND COORDINATING THEIR ABANDONMENT WITH THE

HEALTH DEPARTMENT.

9. CONTRACTOR SHALL CONTACT MASSACHUSETTS 811 AT 888-DIG-SAFE OR BY DIALING 811 ON A MASSACHUSETTS PHONE LINE OR HTTP://WWW.DIGSAFE.COM/CONTACT.PHP A MINIMUM OF THREE (3) BUSINESS DAYS PRIOR TO ANY EXCAVATION WITHIN AREAS SERVED BY UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE

PRESENCE OF ANY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

10. GORDON DOES NOT CERTIFY TO THE LOCATION OF OR THE EXISTENCE OF ANY EXISTING UNDERGROUND UTILITIES. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE RECORDS AND DISCUSSION WITH THE OWNER.

THIS DOES NOT CONSTITUTE A GUARANTEE OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE ALL BEEN SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING ANY CONSTRUCTION.

THESE TEST HOLES WILL BE MADE TO VERIFY ALL CROSSINGS BETWEEN NEW AND EXISTING FACILITIES AND AT CRITICAL GRADE CHANGES. IF CONDITIONS ARE FOUND IN THE FIELD, WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY GORDON. SO THAT APPROPRIATE REVISIONS IF WARRANTED CAN BE MADE TO THE PLANS AT

THE GOVERNMENT'S EXPENSE.

11. GORDON DOES NOT CERTIFY TO THE SUB-SURFACE CONDITIONS OF THE SITE, THE LOCATION OF UNDERLYING ROCK, OR THE LOCATION OF POTENTIAL SINKHOLES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES TO VERIFY SUB-SURFACE CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION. IF SINKHOLES ARE FOUND IN THE FIELD, REMEDIATION WILL BE REQUIRED AS SPECIFIED BY A QUALIFIED GEOTECHNICAL ENGINEERING FIRM.

12. ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION WILL BE CARRIED OUT BY A THIRD PARTY ENGINEERING

FIRM AND PAID FOR BY THE CONTRACTOR.

13. ALL PROPOSED ELEVATIONS AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE NOTED.

14. MAINTAIN A MINIMUM VERTICAL CLEARANCE OF ONE (1) FOOT SIX (6) INCHES BETWEEN CROSSING OF ALL UTILITY LINES

UNLESS OTHERWISE NOTED.

15. EARTHWORK SHALL BE COMPACTED IN ACCORDANCE WITH EARTHWORK SPECIFICATION 31 20 00.

16. THE CONTRACTING OFFICER REPRESENTATIVE, CONTRACTOR, AND/OR SURVEYOR SHALL BE RESPONSIBLE FOR NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CONDITIONS FOUND IN THE FIELD PRIOR TO STAKEOUT THAT VARY FROM THE APPROVED PLANS OR THAT MAKE CONSTRUCTABILITY IMPOSSIBLE SO THAT APPROPRIATE REVISIONS CAN BE MADE PRIOR TO STAKEOUT AND/OR CONSTRUCTION. ANY OBSERVATIONS REGARDING APPARENT INCONSISTENCIES IN THE PLANS SHALL BE BROUGHT TO THE U.S. DEPARTMENT OF VETERANS AFFAIRS ATTENTION FOR

VERIFICATION PRIOR TO STAKEOUT.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF ITS WORK AND THE WORK OF ITS SUBCONTRACTORS.

GORDON SHALL NOT HAVE CONTROL OVER, CHARGE OF, OR RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE

WORK.

BUNKER

HILL

CIRCLE

PLYMOUTH

LANE

LANECONCORD

CIRCLE

LEXING

TON

WAYVETERANS

VETERANS

W

AY CIRCLE

WAMPANOAG

BO

UL

EV

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21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

LEGEND:

FULL DEPTH BORING LOCATION

NOTES:

1. REFER TO GEOTECHNICAL REPORT

PROVIDED BY ECS DATED JULY 12, 2019 FOR

SUB-SURFACE INVESTIGATION REPORT

BORING LOG INFORMATION,

RECOMMENDATIONS, AND SOIL MAP.

ROAD PAVEMENT CORE LOCATION

TEST PIT LOCATION

NORTH

SUBSURFACE BORING LOCATION

PLAN

BI101

T EST PITS

REQ 'D

T EST PITS

REQ 'D

S33°56'19"E

3530.00'

N71°35'06"W

200.0 S31°0

261.22' N58°54'11"W

255.82' N47°47'15"W

230.39' N40°36'38"W

1297.20'N76°20'34"W

.26' 10"W

361.86'

S89°20'53"W

850.11' N86°20'57"W

S0 5°

'2

7" E

.1 0'

L=612.91' R=850.54' D=41°17'19"

L=623.87' R=1081.92' D=33°02'18"

N:2703809.59 E:907712.92

BUNKER

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21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

CONTRACTOR PRIMARY

CONSTRUCTION ACCESS

NOTE: ACCEPTABLE EXCESS EARTH SHALL BE SPOILED ON CEMETERY

PROPERTY IN LOCATIONS IDENTIFIED ON THE PLANS.

CONSTRUCTION SEQUENCING ACTIVITIES:

· CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE MASSACHUSETTS NATIONAL

CEMETERY DIRECTOR AND DESIGNATED STAFF THROUGH THE RESIDENT

ENGINEER/CONTRACTING OFFICER'S REPRESENTATIVE (RE/COR) TO MINIMIZE IMPACT TO

CEMETERY OPERATION.

· ALL COSTS TO MEET THE CONSTRUCTION SEQUENCING REQUIREMENTS SHALL BE INCLUDED IN

THE CONTRACTOR'S BID AND SHALL NOT BE THE BASIS FOR ADDITIONAL COSTS TO THE

OWNER.

· THE CONTRACTOR SHALL DEVELOP A SEQUENCING PLAN, PROJECT SCHEDULE, TRAFFIC

CONTROL PLAN, & NETWORK ANALYSIS SYSTEM (NAS) SCHEDULE DEMONSTRATING

FULFILLMENT OF THE CONTRACT REQUIREMENTS IN ACCORDANCE WITH SPECIFICATION

SCHEDULE 01 32 16.13 NETWORK ANALYSIS SCHEDULES. THE NAS SCHEDULE SHALL ACCOUNT

FOR ALL OPERATIONAL CONSTRUCTION SEQUENCING ACTIVITIES, PHASING AND ANY SPECIFIC

IDENTIFIED WORK SEQUENCING TASKS INCLUDED IN THE CONSTRUCTION DOCUMENTS. THE

NAS SHALL BE SUBMITTED, REVIEWED AND MODIFIED AS REQUIRED UNTIL APPROVED BY THE

RE/COR AND CEMETERY DIRECTOR. THE APPROVED NAS SCHEDULE SHALL, AS MUCH AS

POSSIBLE, ALLOW THE CONTRACTOR FLEXIBILITY IN MEANS AND METHODS.

· DEVIATIONS FROM THE NAS SCHEDULE SHALL BE CONSIDERED ONLY IF THE CEMETERY

OPERATIONS AND INCONVENIENCE TO THE PUBLIC HAVE BEEN SATISFACTORILY ADDRESSED.

SUCH DEVIATION MUST BE APPROVED IN ADVANCE IN WRITING BY THE RE/COR.

· CONFIRM ALL APPLICABLE PERMITS FOR BARNSTABLE COUNTY, MASSACHUSETTS

DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP), AND ALL OTHER LOCAL, STATE, AND

FEDERAL REGULATORY AGENCIES.

· SEE GC100 FOR ADMINISTRATIVE BUILDING AREA DEMO PLAN. LOGISTICS RELATED TO THE

WORK SCHEDULE AND ALLOWABLE DAILY CONSTRUCTION EFFORTS FOR THE NEW TURN LANE,

ADDITIONAL CORTEGE LANE, CORTEGE BOOTH, AND RELATED CONSTRUCTION IN

SURROUNDING AREA IS TO BE COORDINATED WITH CEMETERY STAFF TO AVOID DISTURBING

CEMETERY ACTIVITIES. THIS CONSTRUCTION ACTIVITY IS TO BE COMPLETED FIRST.

· THE CONTRACTOR SHALL FURNISH THE RE/COR A SCHEDULE OF APPROXIMATE DATES ON

WHICH THE CONTRACTOR INTENDS TO ACCOMPLISH WORK IN EACH SPECIFIC AREA OF SITE,

BUILDING OR PORTION THEREOF. IN ADDITION, THE CONTRACTOR SHALL NOTIFY THE RE/COR

TWO WEEKS IN ADVANCE OF THE PROPOSED DATE OF STARTING WORK IN EACH SPECIFIC

AREA OF SITE, BUILDING OR PORTION THEREOF. ARRANGE SUCH DATES TO INSURE

ACCOMPLISHMENT OF THIS WORK IN SPECIFIED SEQUENCES MUTUALLY AGREEABLE TO THE

RE/COR AND THE CEMETERY DIRECTOR.

GENERAL CONSTRUCTION REQUIREMENTS:

BEFORE ANY GENERAL CONSTRUCTION ACTIVITIES MAY COMMENCE, THE CONTRACTOR SHALL:

· INSTALL AN RE/COR FIELD OFFICE IN ACCORDANCE WITH PART 1.17 RE/COR FIELD OFFICE OF

SPECIFICATION SECTION 01 00 01 GENERAL REQUIREMENTS.

· THE CONTRACTOR PARKING AND STAGING/LAY-DOWN AREAS ARE SUBJECT TO

STAFF/RESIDENT ENGINEER APPROVAL.

· INSTALL TEMPORARY CONSTRUCTION FENCING AND TEMPORARY SIGNAGE (IF APPLICABLE).

· COMPLETE INSTALLATION OF EROSION AND SEDIMENT CONTROLS FOR THE WORK AREAS.

INSTALL IMMEDIATELY PRIOR TO THE START OF THE WORK IN ACCORDANCE WITH THE

APPROVED EROSION & SEDIMENT CONTROL PLAN.

· RETAIN A PRIVATE UNDERGROUND LOCATOR SERVICE AND PERFORM THE TRACING AND

MARKING OF ALL THE ONSITE BELOW GRADE IMPROVEMENTS WITHIN OR ADJOINING THE

CONTRACTOR WORK AREAS FOR THE PROJECT. CONTRACTOR MUST WALK THE

CONSTRUCTION AREAS WITH THE RE/COR AND, IF REQUESTED BY THE RE/COR, ADJUST THE

LOCATIONS OF THE NEW WORK AS REQUIRED BY A/E TO AVOID CONFLICTS, DAMAGE OR

UNINTENDED INTERRUPTIONS OF THE SERVICES BEING PROVIDED BY THE UNDERGROUND

FACILITIES.

· THE CONTRACTOR WILL BE REQUIRED TO PROVIDE TEMPORARY ELECTRIC, COMMUNICATIONS,

POTABLE WATER, AND SANITARY SERVICES TO THE RE/COR TRAILER. SEE SPECIFICATION 01 00

00 GENERAL REQUIREMENTS.

· PROVIDE THE INFORMATION IN THE SPECIFICATION SECTIONS 11 83 00 & 11 83 02 REGARDING

THE GPS/GIS SYSTEM SO THERE IS NO LOSS OF DATA COLLECTION FROM THE BEGINNING OF

THE PROJECT.

· OBSERVE AND DOCUMENT THE FUNCTIONALITY OF THE IRRIGATION SYSTEM IN THE VICINITY

OF THE CONSTRUCTION AREA. DAMAGED OR NONFUNCTIONAL IRRIGATION SYSTEM

EQUIPMENT NOT IDENTIFIED AS BEING DAMAGED OR NONFUNCTIONAL DURING THE

PRE-CONSTRUCTION SURVEY SHALL BE FULLY REPAIRED AND MADE FUNCTIONAL

IMMEDIATELY UPON DETECTION OF ANY DAMAGE, AT NO ADDED COST TO THE OWNER.

· FURNISH AND INSTALL TEMPORARY COMMUNICATIONS SERVICE TO THE RE/COR TRAILER FOR

TELEPHONE AND INTERNET ACCESS. TEMPORARY SERVICE SHALL BE THE FUNCTIONAL

EQUIVALENT TO COMMUNICATIONS SERVICE AT THE ADMINISTRATION BUILDING. ROUTING AND

MEANS OF CONSTRUCTION SHALL BE APPROVED BY THE SERVICE PROVIDER. UNDERGROUND

INSTALLATION IS REQUIRED UNLESS SPECIFICALLY DIRECTED OTHERWISE BY THE SERVICE

PROVIDER.

· CONTROL TRUCK AND EQUIPMENT MOVEMENT SO THEY DO NOT TRANSIT BETWEEN ONGOING

SERVICES AT THE COMMITTAL SHELTERS.

· CONTRACTOR'S PRIMARY STAGING AREA FOR OPERATION WILL BE WITHIN AREA B1/R3.

· THE CONTRACTOR MAY REQUEST LIMITED USE OF OPEN AREAS THROUGHOUT THE CEMETERY

FOR SECONARY STAGING. USE OF SUCH OPEN AREAS MUST BE APPROVED BY THE RE/COR

AND MUST BE DETERMINED TO BE OUT OF THE WAY OF DAILY OPERATIONS.

· GENERAL CONTRACTOR SHALL NOT USE MAIN PUBLIC ACCESS TO CEMETERY AT ANY TIME FOR

ANY REASON, AND ALL SIGNAGE NEEDED TO KEEP CONSTRUCTION TRAFFIC AWAY FROM MAIN

ENTRANCE SHALL BE PROVIDED BY CONTRACTOR AT THEIR COST.

· ALL WORK AREAS SHALL ACCESS THE SITE FROM THE MAINTENANCE AREA ENTRANCE OFF

CONNERY AVENUE AT ALL TIMES EXCEPT FOR THE CONSTRUCTION OF USS CONSTITUTION

AVENUE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING THE EXISTING ROADS

ALONG THE PATH OF THE CONSTRUCTION ENTRANCE AT THE END OF CONSTRUCTION.

· ANY ROADWAY USED FOR CONSTRUCTION ACTIVITIES THAT IS DAMAGED DURING PHASE 4

CONSTRUCTION NOT SLATED TO RECEIVED MILL & OVERLAY/FULL DEPTH REPLACEMENT SHALL

BE REHABBED OR REPLACED AFTER CONSTRUCTION HAS BEEN COMPLETED.

· THE CONTRACTOR WILL BE RESPONSIBLE FOR ADEQUATE TRAFFIC CONTROL AND SIGNAGE TO

SAFELY REROUTE THE PUBLIC AND STAFF DURING CEMETERY ROAD CLOSURES.

· THE CONTRACTOR WILL BE RESPONSIBLE FOR ADEQUATE VISITOR PARKING AND WAYFINDING

TO SAFELY DIRECT THE PUBLIC AND STAFF IN THE VICINITY OF THE PIC/ADMINISTRATION

BUILDING AND PUBLIC BATHROOMS DURING CONSTRUCTION ACTIVITIES IN THAT AREA.

· ALL SIGNAGE AND TRAFFIC MARKINGS INCLUDING CONSTRUCTION SIGNAGE SHALL COMPLY

WITH MASSACHUSETTS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

· EXISTING FACILITIES DAMAGED BY CONTRACTOR DURING CONSTRUCTION OPERATIONS SHALL

BE REPLACED BY THE CONTRACTOR TO APPLICABLE STANDARDS.

· THE CONTRACTOR WILL BE RESPONSIBLE FOR GRADING ALL AREAS TO ENSURE POSITIVE

DRAINAGE.

· THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND/OR SALVAGING AND LEGAL

OFFSITE DISPOSAL OF ALL WASTE MATERIAL GENERATED BY CONSTRUCTION .

· THE CONTRACTOR MUST KEEP ALL EXISTING STREETS CLEAN AND CLEAR OF CONSTRUCTION

RELATED DEBRIS AND EQUIPMENT AT ALL TIMES.

· OFF - SITE TRACKING OF CONSTRUCTION SITE SEDIMENTS OR OTHER SUBSTANCES SHALL NOT

BE ALLOWED. CONSTRUCTION SITE ENTRANCE/EXIT STABILIZATION MEASURES, ALONG WITH

FREQUENT ADJACENT STREET SWEEPING OR CLEANING OF EQUIPMENT WASH RACK AREAS,

SHALL BE EMPLOYED TO PREVENT OFF-SITE TRACKING AND TO CONTROL THE GENERATION OF

FUGITIVE DUST. OFF - SITE TRACKING CONTROLS WILL BE REQUIRED TO PROTECT ROADS AND

FACILITIES WITH EXISTING CEMETERY PROPERTY AS WELL AS EXTERIOR ROADS AND

FACILITIES.

· WHEREVER EXCAVATION FOR NEW UTILITY LINES CROSS EXISTING ROADS, AT LEAST ONE

LANE MUST BE OPEN TO TRAFFIC AT ALL TIMES. FLAGGING PERSONNEL SHALL BE PROVIDED

FOR SUCH INSTANCES OF ROAD WORK. WHERE EXISTING ROADS ARE BEING REMOVED,

MODIFIED OR NEW ROADS ARE BEING CONSTRUCTED, PROVIDE TEMPORARY ACCESS ROADS,

FLAGGERS, AND /OR SIGNAGE TO SAFELY MAINTAIN TRAFFIC FLOW AND VEHICULAR ACCESS

TO AND FROM FUNCTIONING AREAS.

· IN THE EVENT THAT ELECTRICAL POWER ON SITE WILL BE REQUIRED TO BE SHUT OFF FOR

IMPROVEMENTS THE CONTRACTOR SHALL NOTIFY THE RE/COR AND CEMETERY DIRECTOR.

SHUT OFF OF ELECTRICAL POWER MUST BE COORDINATED WITH AND APPROVED BY THE

RE/COR AND CEMETERY DIRECTOR. THE CONTRACTOR MUST MAKE REASONABLE EFFORTS TO

COMPLETE WORK AND LIMIT THE TIME THAT THE CEMETERY GOES WITHOUT ELECTRICAL

POWER.

· THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL OF TEMPORARY FACILITIES

REQUIRED BY THIS SEQUENCING PLAN AND BY THE CONTRACT DOCUMENTS. THE

CONTRACTOR SHALL RESTORE ALL GRADES, LANDSCAPING, IRRIGATION, UTILITIES, SIDEWALK, CURB AND PAVEMENT ALTERED OR DAMAGED BY INSTALLATION OF USE OF TEMPORARY

FACILITIES BACK TO THEIR PRE-CONSTRUCTION CONDITION OR TO THE PROPOSED CONDITION

WHERE SPECIFIED BY THE CONTRACT DOCUMENTS.

· MILL AND OVERLAY/FULL DEPTH REPLACEMENT SHALL NOT BEGIN UNTIL THE MAJORITY OF THE

PROJECT IS COMPLETE INCLUDING COMPLETION OF THE SIDEWALK REPLACEMENT AND NEW

ASPHALT AREAS ARE COMPLETED.

· BRING OVERLAYED ASPHALT TO SIDEWALK/EXISTING ASPHALT GRADE.

· COMPLETE ANY AND ALL OTHER CONTRACTUAL REQUIREMENTS AS IDENTIFIED ELSEWHERE IN

THE CONSTRUCTION DOCUMENTS.

MAINTENANCE OF TRAFFIC

· PREPARE A CONSTRUCTION TRAFFIC CONTROL PLAN IN ACCORDANCE WITH PART 1.16 USE OF

ROADWAYS IN SPECIFICATION SECTION 01 00 01 GENERAL REQUIREMENTS.

· CONTRACTOR IS REQUIRED TO PREPARE A CONSTRUCTION SEQUENCING PLAN FOR MILL AND

OVERLAY OPERATIONS AND SUBMIT TO THE RE/COR FOR REVIEW AND APPROVAL.

· DO NOT USE GENERAL PUBLIC ENTRANCE TO CEMETERY AT ANY TIME FOR ANY REASON, AND

ALL SIGNAGE NEEDED TO KEEP CONSTRUCTION TRAFFIC AWAY FROM THE MAIN ENTRANCE

SHALL BE PROVIDED BY CONTRACTOR AND MAINTAINED THROUGHOUT CONSTRUCTION AT THE

CONTRACTORS COST.

· TEMPORARY SIGNAGE IS REQUIRED THROUGHOUT THE PROJECT TO FACILITATE PUBLIC

ACCESS TO THE CEMETERY AND ADVANCE NOTIFICATION OF CONSTRUCTION ACTIVITIES.

· ACCESS TO COLUMBARIUMS SHALL BE MAINTAINED DURING ANY CONSTRUCTION ACTIVITIES.

· CONTRACTOR SHALL USE THE PRIMARY CONSTRUCTION ACCESS IDENTIFIED IN THE

CONSTRUCTION DOCUMENTS UNLESS OTHERWISE AUTHORIZATED IN ADVANCE BY THE

RE/COR.

· MAINTAIN ONE LANE OF TRAFFIC OPEN TO THE PUBLIC AT ALL TIMES, UNLESS OTHERWISE

AUTHORIZED BY THE RE/COR. THE EXCEPTION TO THIS REQUIREMENT IS THE LOOP TO THE

NEW BURIAL AREAS.

· EXISTING ROADWAYS AND CONSTRUCTION AREAS NEAR THE PUBLIC SHALL REMAIN CLEAN

AND FREE OF DEBRIS. ALL DEBRIS SHALL BE REMOVED AS IT OCCURS.

· CONTRACTOR SHALL MAINTAIN CEMETERY ROADS USED DURING CONSTRUCTION ACTIVITIES

THROUGH REGULAR STREET SWEEPING.

· CONTRACTOR SHALL ENSURE THE NOISE FROM TRUCK AND EQUIPMENT TRAFFIC DOES NOT

INTERFERE WITH FUNERAL SERVICES AT THE COMMITTAL SERVICE SHELTERS.

· ROADWAY PAVING AND MILLING OPERATIONS ON EXISTING CEMETERY ROADS SHALL BE

PERFORMED AT NIGHT TO MINIMIZE DAYTIME ROAD CLOSURES. CONTRACTOR SHALL PROVIDE

ALL NECESSARY EQUIPMENT, INCLUDING TEMPORARY LIGHTING, AS REQUIRED. ROADS SHALL

BE STABILIZED AND OPENED FOR PUBLIC USE BY 7 AM DAILY. MILL AND OVERLAY OPERATIONS

ARE TO OCCUR AT THE SAME TIME THE FINAL COAT IS ADDED TO THE NEWLY CONSTRUCTED

ROADS.

· CONTRACTOR STAGING AND STORAGE SHALL BE WITHIN AN AREA ISOLATED FROM PUBLIC

ACCESS WITHIN NEW BURIAL SECTIONS AND COLUMBARIUM COMPLEX, AND WHERE APPROVED

ALONG THE CONTRACTOR CONSTRUCTION ACCESS ROADWAY.

· ROADWAY ACCESS TO THE ADMINISTRATION BUILDING AND MAINTENANCE YARD SHALL

REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION, INCLUDING PAVING OPERATIONS. ONE

LANE CLOSURES AND THE USE OF FLAGMEN IS ACCEPTABLE. TEMPORARY USE OF MILLED

ROADWAY IS ACCEPTABLE AS LONG AS THE CONTRACTOR HAS PROVIDED TRANSITIONS AND

PROTECTION AROUND EXPOSED MANHOLES AND OTHER ENCUMBRANCES THAT MIGHT

DAMAGE A CAR OR ITS TIRES.

LEGEND

NEW BURIAL SECTIONS

· PRE-PLACED CASKET PLOT SECTIONS

· IN-GROUND CREMAINS PLOT SECTIONS

B1

NEW COLUMBARIUM

· NEW COLUMBARIUM COMPLEXB2

COMMITTAL SHELTERS

· UPDATES TO EX. SHELTERSB3

PUBLIC RESTROOMS

· RESTROOM RENOVATION

· TEMPORARY ACCESSIBLE RESTROOM TRAILER

F1

PIC/ADMIN BUILDING AREA

· NEW CORTEGE BOOTHF2

MAINTENANCE FACILITY

· NEW VEHICLE STORAGE STRUCTURE

· BUILDING/ RESTROOM RENOVATIONS IN EX.

MAINTENANCE BUILDING

F3

CONNECTION TO CONNERY DRIVE

· CONSTRUCT ROADWAY ON EX. GRAVEL ROADR1

CORTEGE LANES

· CONSTRUCT RIGHT TURN-IN LANE OFF

BENNINGTON BLVD. INTO CORTEGE LANE AREA

· CONSTRUCT ADDITIONAL CORTEGE LANE

· CREATE PARKING LOT BY PIC/ADMIN BUILDING

R2

PHASE 4 AREA

· CONSTRUCT BOURNE DRIVE EXTENSION

· CONSTRUCT NEW ROAD LOOPS (USS

CONSTITUTION AVENUE AND MAYFLOWER WAY)

R3

MAINTENANCE ROAD

· CONSTRUCT NEW MAINTENANCE ROADR4

ADD ALTERNATIVE #1

· CONSTRUCT ROAD TO CONNECT PATRIOT LANE

AND BUNKER HILL CIRCLE

R5

MAINTENANCE FACILITY AREA

· CONSTRUCT ADDITIONAL PARKING AREA

· RENOVATE EXISTING PARKING LOT TO ALLOW

DRIVE-THROUGH CONNECTION TO EX.STORAGE

STRUCTURE

R6

CONSTRUCTION SEQUENCING PLAN

GI200

TEMPORARY CONTRACTOR YARD

· RESIDENT ENGINEER TRAILER W/ UTILITIES

· CONTRACTOR TRAILER W/ UTILITIES

T1

GENERAL PUBLIC ENTRANCE

· NOT TO BE USED BY CONTRACTORE1

PRIMARY CONSTRUCTION ENTRANCEE2

SECONDARY CONSTRUCTION ENTRANCE

· ENTRANCE ONLY TO BE USED FOR USS

CONSTITUTION AVENUE CONSTRUCTION

E3

FULL DEPTH REPLACE

· FULL DEPTH REPLACEMENT OF VETERANS WAY

FROM PIC/ADMIN AREA TO USS CONSTITUTION

AVENUE

R7

NOTE: THIS DEVELOPMENT DOES NOT INCLUDE EARLY TURNOVER.

COLUMBARIUM A & B

· RENOVATIONS TO WALL, SHELTER, & PAVEMENTB4

SEQUENCING PLAN FOR SENSITIVE

AREAS (LIST IS NOT INTENDED TO BE

ALL INCLUSIVE)

- CONSTRUCTION MUST BE COMPLETED WITHIN

A REASONABLE TIMEFRAME (APPROVED BY THE

OWNER) FROM COMMENCING WORK. WORK

SHALL BE PRIMARILY FOCUSED IN THE FALL.

- EXISTING ASPHALT AT PROPOSED ROSTRUM

AREA SHALL REMAIN UNTIL ALL PARKING AT

THE PIC/ADMIN AREA IS COMPLETED.

F1

F2

- CONSTRUCTION MUST BE PERFORMED ON ONE

COMMITTAL SHELTER AT A TIME AND WITHIN A

REASONABLE TIMEFRAME (APPROVED BY THE

OWNER) FROM COMMENCEMENT OF WORK.

- THE WESTERN PORTION OF MEMORIAL CIRCLE

SHALL ONLY BE USED FOR CONSTRUCTION ON

COLUMBARIUM B.

R2

B3

B4

PUBLIC RESTROOM

PIC/ADMIN BUILDING AREA

CORTEGE LANES

COMMITTAL SHELTERS

COLUMBARIUM A& B

R3 PHASE 4 AREA - EXTENSION OF BOURNE DRIVE

- AS STATED ON PLAN CRYPTS ARE TO BE

LOCATED AND FLAGGED PRIOR TO

CONSTRUCTION. SPECIAL CARE IS TO BE

TAKEN FOR BOURNE DRIVE EXTENSION

THROUGH SECTION 11 DURING CONSTRUCTION.

COLUMBARIUM A & B

· REPLACE COLUMBARIUM CAPSB5

ROSTRUM

· NEW ROSTRUM AREAF4

STORAGE AREA

· NEW MATERIAL STORAGE BUILDINGF5

F3 MAINTENANCE FACILITY

- CONSTRUCTION MUST BE PERFORMED WITHIN

A REASONABLE TIMEFRAME (APPROVED BY THE

OWNER) FROM COMMENCING WORK TO LIMIT

DISRUPTION TO ONGOING CEMETERY

MAINTENANCE ACTIVITIES.

R6

S33°56'19"E

3530.00'

S66°58'37"E 4858.11'

.9 8'

S0 8°

'2

2" W

9.

S1 7°

'2

0" W

1066.86' N87°39'36"W

287.16'N77°03'38"W

215.65' N57°29'19"W

218.96' N43°07'22"W

781.83'

N71°35'06"W

200.00' S31°05'49"W

261.22' N58°54'11"W

255.82' N47°47'15"W

230.39' N40°36'38"W

1297.20'N76°20'34"W

1268.26'

S83°00'10"W

361.86'

S89°20'53"W

850.11' N86°20'57"W

S0 5°

'2

7" E

.1 0'

N2 0°

'4

6" E

.9 4'

N02°21'58"E 251.82'

L=612.91' R=850.54' D=41°17'19"

L=86.62' R=428.66' D=11°34'41"

L=341.56' R=400.00' D=48°55'32"

S43°26'26"W 56.97'

N

°2 2'

"W

8.

N

°4 6'

"E

7.

N14°18'30"E 218.18'

N14°30'54"E 109.44'

N

°1 1'

"E

0.

N

°1 9'

"E

0.

N14°32'37"E 122.69'

L=623.87' R=1081.92' D=33°02'18"

L=2216.24' R=15307.63' D=8°17'43"

1591.14'N69°55'28"W

N:2706146.28 E:911710.47

N:2706456.94 E:902811.21

N:2703809.59 E:907712.92

BUNKER

HILL

CIRCLE

PLYMOUTH

LANE

LANECONCORD

CIRCLE

LEXING

TON

WAYVETERANS

VETERANS

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WAMPANOAG

BO

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McKENNA ROAD

F F E = 163.40C

O

F

D

B I

J

G

M

H

N

Q

R

Z

S80°30'24"E 175.68'N45°19'17"E

222.85'

N:2711395.58 E:904620.77

1268.26'

S83°00'10"WN

°2 2'

"W

8.

S

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

NORTH

OVERALL DEMO & INITIAL EROSION

& SEDIMENT CONTROL PLAN

GC100

KEY NOTES

GENERAL NOTES

PUMP

HOUSE

TRANSFORMER

LEGEND:

PROPERTY LINE

LIMITS OF WORK

INLET PROTECTION

## BURIAL SECTION

NUMBER

DRAINAGE DIVIDE

DIVERSION DIKE

TEMPORARY STONE

ACCESS DRIVE

EROSION CONTROL

BLANKET

DEMOLITION LEGEND:

REMOVE EX. CURB

DEMOLISH EX. PAVEMENT

DEMOLISH EX. STRUCTURE/ITEM

DEMOLISH EX. STORM PIPE

DEMOLISH EX. GRAVEL ROAD

SILT FENCE/

WILDLIFE BARRIER

SEDIMENT TRAP

REMOVE EX. FENCE

REMOVE EX. TREE/SHRUB

SAFETY FENCE

SURFACE

ROUGHENING

ROCK CHECK DAM

OUTLET PROTECTION

DEMOLISH EX. PAVEMENT FOR ADD

ALTERNATE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

NORTH

DEMO & INITIAL EROSION &

SEDIMENT CONTROL PLAN AREA 1

GC101

KEY MAP

(NOT TO SCALE)

111213 14 5

EX. CB 18

RIM=108.79 (BASE BID)

RIM=109.42 (BID ALT1)

EX. CB 17

RIM=108.79 (BASE BID)

RIM=109.42 (BID ALT1)

LEGEND:

PROPERTY LINE

LIMITS OF WORK

INLET PROTECTION

## BURIAL SECTION

NUMBER

DRAINAGE DIVIDE

DIVERSION DIKE

TEMPORARY STONE

ACCESS DRIVE

EROSION CONTROL

BLANKET

DEMOLITION LEGEND:

REMOVE EX. CURB

DEMOLISH EX. PAVEMENT

DEMOLISH EX. STRUCTURE/ITEM

DEMOLISH EX. STORM PIPE

DEMOLISH EX. GRAVEL ROAD

SILT FENCE/

WILDLIFE BARRIER

SEDIMENT TRAP

REMOVE EX. FENCE

REMOVE EX. TREE/SHRUB

SAFETY FENCE

SURFACE

ROUGHENING

ROCK CHECK DAM

OUTLET PROTECTION

DEMOLISH EX. PAVEMENT FOR ADD

ALTERNATE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

NORTH

DEMO & INITIAL EROSION &

SEDIMENT CONTROL PLAN AREA 2

GC102

KEY MAP

(NOT TO SCALE)

M

AI

N

EN

TR

Y

MAIN

ENTRY

BLDG. NO. 58002

PUBLIC

RESTROOM

BUILDING

FFE=170.00

BL

D

G .N

O .5

AD

M

IN

IS

TR

AT

IO

N/

PU

BL

IC

IN

FO

R M

AT

IO

N C

EN

TE

R (P

.I.

C.

BU

IL

DI

NG

FF

E=

0.

DRAIN

FIE

LD

SEE SHEET CS103 FOR TEST PIT AND

UNDERGROUND UTILITY LOCATING.

LEGEND:

PROPERTY LINE

LIMITS OF WORK

INLET PROTECTION

## BURIAL SECTION

NUMBER

DRAINAGE DIVIDE

DIVERSION DIKE

TEMPORARY STONE

ACCESS DRIVE

EROSION CONTROL

BLANKET

DEMOLITION LEGEND:

REMOVE EX. CURB

DEMOLISH EX. PAVEMENT

DEMOLISH EX. STRUCTURE/ITEM

DEMOLISH EX. STORM PIPE

DEMOLISH EX. GRAVEL ROAD

SILT FENCE/

WILDLIFE BARRIER

SEDIMENT TRAP

REMOVE EX. FENCE

REMOVE EX. TREE/SHRUB

SAFETY FENCE

SURFACE

ROUGHENING

ROCK CHECK DAM

OUTLET PROTECTION

DEMOLISH EX. PAVEMENT FOR ADD

ALTERNATE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

NORTH

DEMO & INITIAL EROSION & SEDIMENT

CONTROL PLAN AREA 3

GC103

KEY MAP

(NOT TO SCALE)

111213 14 5

1. SEE SHEET GC100 FOR ADMINISTRATIVE BUILDING

AREA PHASING PLAN.

2. CONSTRUCTION FENCE POSTS IN CRITICAL AREAS

MUST BE STABILIZED ABOVE GROUND.

3. SEE IRRIGATION PLAN FOR IRRIGATION DEMOLITION.

NOTES:

EX. AD B

EX. RIP RAP

EX. CB A

EX. HEADWALL

EX. DMH A

RIM=137.00

RIM=136.70

RIM=136.50

EX. 12" RCP

EX. FES 6

EX. AD A

RIM=137.80

6A

7A

4A

FINAL TRAILER LAYOUT TO

BE DETERMINED IN FIELD.

CONTRACTOR TO AVOID

IMPACTING EX. UTILITIES

AND STRUCTURES.

SEE IRRIGATION PLAN FOR

HYDRANT REPLACEMENT

LEGEND:

PROPERTY LINE

LIMITS OF WORK

INLET PROTECTION

## BURIAL SECTION

NUMBER

DRAINAGE DIVIDE

DIVERSION DIKE

TEMPORARY STONE

ACCESS DRIVE

EROSION CONTROL

BLANKET

DEMOLITION LEGEND:

REMOVE EX. CURB

DEMOLISH EX. PAVEMENT

DEMOLISH EX. STRUCTURE/ITEM

DEMOLISH EX. STORM PIPE

DEMOLISH EX. GRAVEL ROAD

SILT FENCE/

WILDLIFE BARRIER

SEDIMENT TRAP

REMOVE EX. FENCE

REMOVE EX. TREE/SHRUB

SAFETY FENCE

SURFACE

ROUGHENING

ROCK CHECK DAM

OUTLET PROTECTION

DEMOLISH EX. PAVEMENT FOR ADD

ALTERNATE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

NORTH

DEMO & INITIAL EROSION &

SEDIMENT CONTROL PLAN AREA 4

GC104

KEY MAP

(NOT TO SCALE)

COMMITTAL

SHELTER

COMMITTAL

SHELTER

REMOVE EX.

GUARD RAIL

STONE WALL

LEGEND:

PROPERTY LINE

LIMITS OF WORK

INLET PROTECTION

## BURIAL SECTION

NUMBER

DRAINAGE DIVIDE

DIVERSION DIKE

TEMPORARY STONE

ACCESS DRIVE

EROSION CONTROL

BLANKET

DEMOLITION LEGEND:

REMOVE EX. CURB

DEMOLISH EX. PAVEMENT

DEMOLISH EX. STRUCTURE/ITEM

DEMOLISH EX. STORM PIPE

DEMOLISH EX. GRAVEL ROAD

SILT FENCE/

WILDLIFE BARRIER

SEDIMENT TRAP

REMOVE EX. FENCE

REMOVE EX. TREE/SHRUB

SAFETY FENCE

SURFACE

ROUGHENING

ROCK CHECK DAM

OUTLET PROTECTION

DEMOLISH EX. PAVEMENT FOR ADD

ALTERNATE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

NORTH

DEMO & INITIAL EROSION &

SEDIMENT CONTROL PLAN AREA 5

GC105

KEY MAP

(NOT TO SCALE)

111213 14 5

NOTES: CONSTRUCTION FENCE POSTS IN

CRITICAL AREAS MUST BE STABILIZED ABOVE

GROUND.

SHELTER

*SEE LANDSCAPE

SHEETS FOR WORK

APPROXIMATE LOCATION OF EX. 4'X8'

CRYPTS (EXTENTS TO BE FLAGGED DURING

CONSTRUCTION). NO FENCING, MATERIALS,

EXCAVATION, OR OTHER CONSTRUCTION

ACTIVITIES ARE PERMITTED OVER EXISTING

CRYPTS.

LEGEND:

PROPERTY LINE

LIMITS OF WORK

INLET PROTECTION

## BURIAL SECTION

NUMBER

DRAINAGE DIVIDE

DIVERSION DIKE

TEMPORARY STONE

ACCESS DRIVE

EROSION CONTROL

BLANKET

DEMOLITION LEGEND:

REMOVE EX. CURB

DEMOLISH EX. PAVEMENT

DEMOLISH EX. STRUCTURE/ITEM

DEMOLISH EX. STORM PIPE

DEMOLISH EX. GRAVEL ROAD

SILT FENCE/

WILDLIFE BARRIER

SEDIMENT TRAP

REMOVE EX. FENCE

REMOVE EX. TREE/SHRUB

SAFETY FENCE

SURFACE

ROUGHENING

ROCK CHECK DAM

OUTLET PROTECTION

DEMOLISH EX. PAVEMENT FOR ADD

ALTERNATE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

NORTH

DEMO & INITIAL EROSION &

SEDIMENT CONTROL PLAN AREA 6

GC106

KEY MAP

(NOT TO SCALE)

111213 14 5

NOTES: CONSTRUCTION FENCE POSTS IN

CRITICAL AREAS MUST BE STABILIZED ABOVE

GROUND.

LEGEND:

PROPERTY LINE

LIMITS OF WORK

INLET PROTECTION

## BURIAL SECTION

NUMBER

DRAINAGE DIVIDE

DIVERSION DIKE

TEMPORARY STONE

ACCESS DRIVE

EROSION CONTROL

BLANKET

DEMOLITION LEGEND:

REMOVE EX. CURB

DEMOLISH EX. PAVEMENT

DEMOLISH EX. STRUCTURE/ITEM

DEMOLISH EX. STORM PIPE

DEMOLISH EX. GRAVEL ROAD

SILT FENCE/

WILDLIFE BARRIER

SEDIMENT TRAP

REMOVE EX. FENCE

REMOVE EX. TREE/SHRUB

SAFETY FENCE

SURFACE

ROUGHENING

ROCK CHECK DAM

OUTLET PROTECTION

DEMOLISH EX. PAVEMENT FOR ADD

ALTERNATE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

NORTH

DEMO & INITIAL EROSION &

SEDIMENT CONTROL PLAN AREA 7

GC107

KEY MAP

(NOT TO SCALE)

LIMITS OF WORK

INLET PROTECTION

## BURIAL SECTION

NUMBER

DRAINAGE DIVIDE

DIVERSION DIKE

TEMPORARY STONE

ACCESS DRIVE

EROSION CONTROL

BLANKET

DEMOLITION LEGEND:

REMOVE EX. CURB

DEMOLISH EX. PAVEMENT

DEMOLISH EX. STRUCTURE/ITEM

DEMOLISH EX. STORM PIPE

DEMOLISH EX. GRAVEL ROAD

SILT FENCE/

WILDLIFE BARRIER

SEDIMENT TRAP

REMOVE EX. FENCE

REMOVE EX. TREE/SHRUB

SAFETY FENCE

SURFACE

ROUGHENING

ROCK CHECK DAM

OUTLET PROTECTION

DEMOLISH EX. PAVEMENT FOR ADD

ALTERNATE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

NORTH

DEMO & INITIAL EROSION &

SEDIMENT CONTROL PLAN AREA 8

GC108

KEY MAP

(NOT TO SCALE)

LIMITS OF WORK

INLET PROTECTION

## BURIAL SECTION

NUMBER

DRAINAGE DIVIDE

DIVERSION DIKE

TEMPORARY STONE

ACCESS DRIVE

EROSION CONTROL

BLANKET

DEMOLITION LEGEND:

REMOVE EX. CURB

DEMOLISH EX. PAVEMENT

DEMOLISH EX. STRUCTURE/ITEM

DEMOLISH EX. STORM PIPE

DEMOLISH EX. GRAVEL ROAD

SILT FENCE/

WILDLIFE BARRIER

SEDIMENT TRAP

REMOVE EX. FENCE

REMOVE EX. TREE/SHRUB

SAFETY FENCE

SURFACE

ROUGHENING

ROCK CHECK DAM

OUTLET PROTECTION

DEMOLISH EX. PAVEMENT FOR ADD

ALTERNATE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

NORTH

DEMO & INITIAL EROSION &

SEDIMENT CONTROL PLAN AREA 9

GC109

KEY MAP

(NOT TO SCALE)

LIMITS OF WORK

INLET PROTECTION

## BURIAL SECTION

NUMBER

DRAINAGE DIVIDE

DIVERSION DIKE

TEMPORARY STONE

ACCESS DRIVE

EROSION CONTROL

BLANKET

DEMOLITION LEGEND:

REMOVE EX. CURB

DEMOLISH EX. PAVEMENT

DEMOLISH EX. STRUCTURE/ITEM

DEMOLISH EX. STORM PIPE

DEMOLISH EX. GRAVEL ROAD

SILT FENCE/

WILDLIFE BARRIER

SEDIMENT TRAP

REMOVE EX. FENCE

REMOVE EX. TREE/SHRUB

SAFETY FENCE

SURFACE

ROUGHENING

ROCK CHECK DAM

OUTLET PROTECTION

DEMOLISH EX. PAVEMENT FOR ADD

ALTERNATE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

NORTH

DEMO & INITIAL EROSION &

SEDIMENT CONTROL PLAN AREA 10

GC110

KEY MAP

(NOT TO SCALE)

STONE WALL

SHED TO REMAIN

LEGEND:

PROPERTY LINE

LIMITS OF WORK

INLET PROTECTION

## BURIAL SECTION

NUMBER

DRAINAGE DIVIDE

DIVERSION DIKE

TEMPORARY STONE

ACCESS DRIVE

EROSION CONTROL

BLANKET

DEMOLITION LEGEND:

REMOVE EX. CURB

DEMOLISH EX. PAVEMENT

DEMOLISH EX. STRUCTURE/ITEM

DEMOLISH EX. STORM PIPE

DEMOLISH EX. GRAVEL ROAD

SILT FENCE/

WILDLIFE BARRIER

SEDIMENT TRAP

REMOVE EX. FENCE

REMOVE EX. TREE/SHRUB

SAFETY FENCE

SURFACE

ROUGHENING

ROCK CHECK…