BNC-929CM003-BD-PLANSPart-1.pdf

KERN COUNTY, CALIFORNIA

EXPANSION CONSTRUCTION DOCUMENTS

PROJECT NUMBER: 929CM003

BID DOCUMENTS

CONSULTANTS

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BAKERSFIELD NATIONAL CEMETERY

PREPARED BY

U.S. DEPARTMENT

OF VETERANS AFFAIRSVA

INTEGRITY FEDERAL SERVICES - THE LA GROUP JOINT VENTURE, LLC

THE LA GROUP

40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

REGIONAL MAP

(N.T.S.)

LOCAL MAP

(N.T.S.)

AQUA ENGINEERING

300 Boardwalk Dr, Unit 4B Fort Collins, CO 80525-3093

(970) 229-9668

DAVY ARCHITECTURE

1053 Tenth Avenue San Diego, CA 92101

(619) 238-3811

AES GROUP, INC

11031 S Pikes Peak Dr, Suite 202 Parker, CO 80138

(303) 841-3922

WALTER P MOORE

633 West 5th St, Suite 7200 Los Angeles, CA 90071

(310) 254-1900

GRAVESITE YIELD SUMMARY

INTERMENT TYPESECTION

6 IN-GROUND CREMAIN SITES (4'x4')

CEMETERY FEATURE SUMMARY

GRAVEL TYPE 1 -

STABILIZED GREY

CRUSHED STONE

(ACRES)

3.23

NATIVE GROUND

COVER AREA (ACRES)

6 0.47

GRID MONUMENT

MARKERS (QUANTITY)

39 12.25

SECTION MARKERS

(QUANTITY)

GRAVEL TYPE 2 -

GOLD STONE FINES:

BURIAL AREAS

(ACRES)

GI001

COVER SHEET

DRAWING INDEX

1. GI001 COVER SHEET

SITE/CIVIL

2. CI001 CIVIL NOTES, SYMBOLS, AND ABBREVIATIONS

3. VL001 EXISTING CONDITIONS SURVEY

4. VL002 EXISTING CONDITIONS SURVEY

5. VL003 EXISTING CONDITIONS SURVEY

6. VL004 EXISTING CONDITIONS SURVEY

7. VL005 EXISTING CONDITIONS SURVEY

8. VL006 EXISTING CONDITIONS SURVEY

9. VL007 EXISTING CONDITIONS SURVEY

10. VL008 EXISTING CONDITIONS SURVEY

11. VL009 EXISTING CONDITIONS SURVEY

12. VL010 EXISTING CONDITIONS SURVEY

13. VL100 OVERALL EXISTING CONDITIONS PLAN

14. VL101 EXISTING CONDITIONS PLAN

15. VL102 EXISTING CONDITIONS PLAN

16. VL103 EXISTING CONDITIONS PLAN

17. VL104 EXISTING CONDITIONS PLAN

18. VL105 EXISTING CONDITIONS PLAN

19. VL106 EXISTING CONDITIONS PLAN

20. B-100 SUBSURFACE BORING LOCATION PLAN

21. B-101 SUBSURFACE BORING LOGS

22. B-102 SUBSURFACE BORING LOGS

23. C-100 OVERALL SITE DEVELOPMENT PLAN

24. C-200 CONSTRUCTION SEQUENCING PLAN

25. C-300 TEMPORARY CONSTRUCTION FENCING PLAN

26. GC001 EROSION AND SEDIMENT CONTROL NARRATIVE

27. GC101 PHASE I EROSION AND SEDIMENT CONTROL PLAN

28. GC102 PHASE I EROSION AND SEDIMENT CONTROL PLAN

29. GC103 PHASE I EROSION AND SEDIMENT CONTROL PLAN

30. GC104 PHASE I EROSION AND SEDIMENT CONTROL PLAN

31. GC105 PHASE I EROSION AND SEDIMENT CONTROL PLAN

32. GC106 PHASE I EROSION AND SEDIMENT CONTROL PLAN

33. GC201 PHASE II EROSION AND SEDIMENT CONTROL PLAN

34. GC202 PHASE II EROSION AND SEDIMENT CONTROL PLAN

35. GC203 PHASE II EROSION AND SEDIMENT CONTROL PLAN

36. GC204 PHASE II EROSION AND SEDIMENT CONTROL PLAN

37. GC205 PHASE II EROSION AND SEDIMENT CONTROL PLAN

38. GC206 PHASE II EROSION AND SEDIMENT CONTROL PLAN

39. GC501 EROSION AND SEDIMENT CONTROL DETAILS

40. GC502 EROSION AND SEDIMENT CONTROL DETAILS

41. GC503 EROSION AND SEDIMENT CONTROL DETAILS

42. CD101 SITE DEMOLITION PLAN

43. CD102 SITE DEMOLITION PLAN

44. CD103 SITE DEMOLITION PLAN

45. CD104 SITE DEMOLITION PLAN

46. CD105 SITE DEMOLITION PLAN

47. CD106 SITE DEMOLITION PLAN

48. CS100 OVERALL SITE LAYOUT AND UTILITY PLAN

49. CS101 SITE LAYOUT AND UTILITY PLAN (BASE BID)

50. CS102 SITE LAYOUT AND UTILITY PLAN (BASE BID)

51. CS103 SITE LAYOUT AND UTILITY PLAN (BASE BID)

52. CS104 SITE LAYOUT AND UTILITY PLAN (BASE BID)

53. CS105 SITE LAYOUT AND UTILITY PLAN (BASE BID)

54. CS106 SITE LAYOUT AND UTILITY PLAN (BASE BID)

55. CS151 BURIAL SECTION 6 NUMBERING PLAN

56. CS152 BURIAL SECTION 19 NUMBERING PLAN

57. CS153 BURIAL SECTION 20 NUMBERING PLAN

58. CP101 SITE PAVEMENT REPAIR PLAN (BID OPTION 2)

59. CG100 OVERALL SITE GRADING AND DRAINAGE PLAN

60. CG101 SITE GRADING AND DRAINAGE PLAN (BASE BID)

61. CG102 SITE GRADING AND DRAINAGE PLAN (BASE BID)

62. CG103 SITE GRADING AND DRAINAGE PLAN (BASE BID)

63. CG104 SITE GRADING AND DRAINAGE PLAN (BASE BID)

64. CG105 SITE GRADING AND DRAINAGE PLAN (BASE BID)

65. CG106 SITE GRADING AND DRAINAGE PLAN (BASE BID)

66. CG151 BURIAL SECTION 6 GRADING ENLARGEMENT

67. CG152 BURIAL SECTION 19 GRADING ENLARGEMENT

68. CG153 BURIAL SECTION 20 GRADING ENLARGEMENT

69. CG154 ROSTRUM GRADING AND DRAINAGE ENLARGEMENT (BID OPTION 3)

70. CG155 FLOWER WATERING STATION DRAIN LINE ENLARGEMENTS (BASE BID)

71. CU201 STORM SEWER PROFILES (BASE BID)

72. CU202 STORM SEWER PROFILES (BASE BID)

73. CT101 ROAD CENTERLINE PLAN AND PROFILE (BASE BID)

74. CT102 ROAD CENTERLINE PLAN AND PROFILE (BASE BID)

75. CT501 TYPICAL ROAD CROSS SECTIONS (BASE BID)

76. CS501 SITE DETAILS

77. CS502 SITE DETAILS

78. CS503 SITE DETAILS

79. CS504 SITE DETAILS

80. CS505 SITE DETAILS

81. CJ501 SWM POND DETAILS

COLUMBARIUM, ROSTRUM, SIGNAGE AND SITE FURNISHINGS

82. CS401 COLUMBARIUM PLAZA C LAYOUT PLAN ENLARGEMENT (BASE BID)

83. CS402 COLUMBARIUM PLAZA C PAVEMENT LAYOUT PLAN ENLARGEMENT (BASE BID)

84. CS403 COLUMBARIUM PLAZA D LAYOUT PLAN ENLARGEMENT (BASE BID)

85. CS404 COLUMBARIUM PLAZA D PAVEMENT LAYOUT PLAN ENLARGEMENT (BASE BID)

86. CS405 ROSTRUM LAYOUT PLAN ENLARGEMENT (BID OPTION 3)

87. CS406 ROSTRUM LAYOUT PAVEMENT PLAN ENLARGEMENT (BID OPTION 3)

88. CG401 COLUMBARIUM PLAZA C GRADING PLAN ENLARGEMENT (BASE BID)

89. CG402 COLUMBARIUM PLAZA C DRAINAGE PLAN ENLARGEMENT (BASE BID)

90. CG403 COLUMBARIUM PLAZA D GRADING PLAN ENLARGEMENT (BASE BID)

91. CG404 COLUMBARIUM PLAZA D DRAINAGE PLAN ENLARGEMENT (BASE BID)

92. CG405 ROSTRUM GRADING PLAN ENLARGEMENT (BID OPTION 3)

93. CI101 OVERALL SITE SIGNAGE AND FURNISHINGS PLAN (NEW) (BASE BID)

94. CI102 SITE SIGNAGE AND FURNISHINGS PLAN: AREA 1 (BASE BID)

95. CI103 SITE SIGNAGE AND FURNISHINGS PLAN: AREA 2 (BASE BID)

96. CI104 SITE SIGNAGE AND FURNISHINGS PLAN: AREA 3 (BASE BID)

97. CI105 SITE SIGNAGE AND FURNISHINGS PLAN: AREA 4 (BASE BID)

98. CI106 SITE SIGNAGE AND FURNISHINGS PLAN: AREA 5 (BASE BID)

99. CI107 SIGNAGE SCHEDULES (BASE BID)

100. CI130 SITE SIGNAGE AND FURNISHINGS REPLACEMENT KEY PLAN (BASE BID)

101. CI131 SITE SIGNAGE AND FURNISHINGS REPLACEMENT - AREA 1 (BASE BID)

102. CI132 SITE SIGNAGE AND FURNISHINGS REPLACEMENT - AREA 2 (BASE BID)

103. CI133 SITE SIGNAGE AND FURNISHINGS REPLACEMENT - AREA 3 (BASE BID)

104. CI134 SITE SIGNAGE AND FURNISHINGS REPLACEMENT - AREA 4 (BASE BID)

105. CI135 SITE SIGNAGE AND FURNISHINGS REPLACEMENT - AREA 5 (BASE BID)

106. CI136 SITE SIGNAGE AND FURNISHINGS REPLACEMENT KEY PHOTOS 1

107. CI137 SITE SIGNAGE AND FURNISHINGS REPLACEMENT KEY PHOTOS 2

108. CI138 SITE SIGNAGE AND FURNISHINGS REPLACEMENT KEY PHOTOS 3

109. CI139 SITE SIGNAGE AND FURNISHINGS REPLACEMENT KEY PHOTOS 4

110. CI140 SITE SIGNAGE AND FURNISHINGS REPLACEMENT KEY PHOTOS 5

111. CI141 SITE SIGNAGE AND FURNISHINGS REPLACEMENT SCHEDULES (BASE BID)

112. CI501 SITE FURNISHINGS DETAILS 1 (BASE BID)

113. CI502 SITE FURNISHINGS DETAILS 2 (BASE BID)

114. CI503 SITE FURNISHINGS DETAILS 3 (BASE BID)

115. CI510 SITE SIGNAGE DETAILS 1 (BASE BID)

116. CI511 SITE SIGNAGE DETAILS 2 (BASE BID)

117. CI512 SITE SIGNAGE DETAILS 3 (BASE BID)

118. CI701 COLUMBARIUM ELEVATIONS (BASE BID)

119. CI702 COLUMBARIUM DETAILS 1 (BASE BID)

120. CI703 COLUMBARIUM DETAILS 2 (BASE BID)

121. CI704 COLUMBARIUM DETAILS 3 (BASE BID)

122. CI705 COLUMBARIUM DETAILS 4 (BASE BID)

123. CI706 COLUMBARIUM C SEATWALL ELEVATIONS (BASE BID)

124. CI707 COLUMBARIUM D SEATWALL ELEVATIONS (BASE BID)

125. CI710 ROSTRUM DETAILS 1 (BID OPTION 3)

126. CI711 ROSTRUM DETAILS 2 (BID OPTION 3)

LANDSCAPING

127. LP101 LANDSCAPE OVERALL PLAN

128. LP102 LANDSCAPE PLAN: AREA 1 (BASE BID)

129. LP103 LANDSCAPE PLAN: AREA 2 (BASE BID)

130. LP104 LANDSCAPE PLAN: AREA 3 (BASE BID)

131. LP105 LANDSCAPE PLAN: AREA 4 (BASE BID)

132. LP106 LANDSCAPE ENLARGEMENT PLAN: ROSTRUM (BID OPTION 3)

133. LP107 LANDSCAPE ENLARGEMENT PLAN: COLUMBARIUM C (BASE BID)

134. LP108 LANDSCAPE ENLARGEMENT PLAN: COLUMBARIUM D (BASE BID)

135. LP501 LANDSCAPE DETAILS

136. LP601 PLANT LIST

IRRIGATION

137. IR100 IRRIGATION COVER SHEET

138. IR200 IRRIGATION PLAN (BASE BID)

139. IR201 IRRIGATION PLAN (BASE BID)

140. IR202 IRRIGATION PLAN (BASE BID)

141. IR500 IRRIGATION DETAILS (BASE BID)

142. IR501 IRRIGATION DETAILS (BASE BID)

ARCHITECTURAL

143. A-101 FLOOR PLAN (E) ADMIN AND PUBLIC RESTROOM (BID OPTION 3)

144. A-102 FLOOR PLAN (E) COMMITTAL SHELTER (BID OPTION 3)

145. A-501 ELEVATIONS AND DETAILS (BID OPTION 3)

STRUCTURAL

146. S-001 STRUCTURAL NOTES

147. S-401 STRUCTURAL ENLARGED PLANS (BID OPTION 3)

148. S-402 STRUCTURAL ENLARGED PLANS (BASE BID)

149. S-501 STRUCTURAL DETAILS

150. S-502 STRUCTURAL DETAILS

ELECTRICAL

151. ES101 ELECTRICAL SITE PLAN (BID OPTION 3)

152. EP601 ELECTRICAL SCHEDULES (BID OPTION 3)

TECHNOLOGY

153. T-001 TECHNOLOGY LEGEND, ABBREV, & GENERAL NOTES (BID OPTION 3)

154. T-100 TECHNOLOGY SITE PLAN (BID OPTION 3)

155. TD100 TECHNOLOGY MAINTENANCE YARD SITE PLAN - DEMO (BID OPTION 3)

156. TD101 TECHNOLOGY BUILDING PLANS - DEMOLITION (BID OPTION 3)

157. TN100 TECHNOLOGY MAINTENANCE YARD SITE PLAN - NEW WORK (BID OPTION 3)

158. TN101 TECHNOLOGY BUILDING PLANS - NEW WORK (BID OPTION 3)

PLUMBING

159. P-001 PLUMBING LEGEND, ABBREV, & GENERAL NOTES (BASE BID)

160. PS101 SITE PLAN - PLUMBING (BASE BID)

161. PP101 FLOOR PLAN - PLUMBING PRESSURE (BASE BID)

162. P-501 METER PHOTOS - PLUMBING - EXISTING (BASE BID)

163. P-601 PLUMBING RISER DIAGRAMS (BASE BID)

NO. DRAWING DRAWING TITLE NO. DRAWING DRAWING TITLE

FLOWER WATERING

STATIONS (QUANTITY)

GRAVEL TYPE 3 -

BURGUNDY LAVA

ROCK MULCH

(ACRES)

3.80

GRAVEL TYPE 4 -

GOLD CRUSHED

STONE MULCH

(ACRES)

0.51

QUANTITY

2,152

ACRES

0.86

19 PRE-PLACED DOUBLE DEPTH CRYPTS (3'x8') 1,560 0.92

20 PRE-PLACED DOUBLE DEPTH CRYPTS (3'x8') 1,444 1.06

PLAZA C COLUMBARIUM NICHES 1,500

PLAZA D 1,500

TOTAL INTERMENT SITES 8,152

N/A

N/A

2.84

COLUMBARIUM NICHES

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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21 4 5 6 7 8 9

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026 RPP RJP

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

Above Group

(321) 345-9026

ABOVE GROUP

305 East Drive, Suite H Melbourne, FL 32904

(321) 345-9026

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

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026 RPP RJP

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

Above Group

(321) 345-9026 CI001

CIVIL NOTES, SYMBOLS, AND

ABBREVIATIONS

ABBREVIATIONSCIVIL GENERAL NOTES:

1. THE PROPOSED SITE IMPROVEMENTS FOR 'BAKERSFIELD NATIONAL CEMETERY EXPANSION CONSTRUCTION DOCUMENTS'' INCLUDES, BUT IS NOT LIMITED TO THE

CONSTRUCTION OF PREPLACED CRYPTS, IN-GROUND CREMAINS, COLUMBARIUM WALLS, IRRIGATION EXTENSIONS, ASPHALT PAVEMENT, CONCRETE CURB & GUTTER, STORM DRAIN INFRASTRUCTURE, SITE FURNISHINGS, LANDSCAPING, ORNAMENTAL FENCING, IT UPGRADES, ACCESS IMPROVEMENTS TO THE ASSEMBLY AREA, CLEANING AND REPAIR OF WALL FINISHES THROUGHOUT THE CEMETERY, EXPANSION AND REPAIR OF THE COMMITTAL SHELTER ROOF, ETC.. THE PROJECT IS LOCATED IN ARVIN, KERN COUNTY, CALIFORNIA.

2. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHIC INFORMATION IS BASED ON AN AERIAL SURVEY PERFORMED BY NELMS SURVEYING, INC. DATED SEPTEMBER 26, 2025. HORIZONTAL DATUM REFERENCED TO NAD 1983. VERTICAL DATUM REFERENCED TO NAVD 1988.

3. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 06029C2370E DATED SEPTEMBER 26, 2008. NO PORTIONS OF THE PROJECT AREA ARE LOCATED WITHIN THE

100-YEAR FLOODPLAIN AREA (ZONE AE). THE PROPERTY IS ENTIRELY IN ZONE X.

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 MINIMIZED 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.

CIVIL CONSTRUCTION NOTES:

1. THE CONTRACTOR IS 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 LOCAL, STATE, AND FEDERAL STANDARDS AND SPECIFICATIONS, WHERE APPLICABLE.

3. EROSION AND SEDIMENT CONTROL DEVICES ARE TO BE IN PLACE PRIOR TO ANY CONSTRUCTION. 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 RE/COR OF ANY CHANGES OR CONDITIONS ASSOCIATED WITH THE APPROVED PLANS 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 CALIFORNIA 811 AT 1-800-422-4133 OR BY DIALING 811 ON A CALIFORNIA PHONE LINE OR DIGALERT.ORG A MINIMUM OF TWO (2) 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. IFS 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 THE VA SO THAT APPROPRIATE REVISIONS IF WARRANTED CAN BE MADE.

11. IFS 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 SPECIFICATION 31 20 00.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE RE/COR 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. IFS 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.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A SAFE WORK AREA AT ALL TIMES. TEMPORARY BARRICADES, ROAD CLOSURE SIGNAGE, FENCES AND OTHER WARNING DEVICES SHALL BE USED TO PREVENT PUBLIC ACCESS TO CONSTRUCTION WORK AREAS. VA MAINTENANCE OPERATIONS SHALL NOT BE UNDULY IMPEDED BY THE

CONTRACTOR'S OPERATIONS.

19. THE CONTRACTOR SHALL NOTIFY THE CEMETERY DIRECTOR AND THE RE/COR TWO DAYS BEFORE ANY DEMOLITION WORK BEGINS. ANY PLANNED INTERRUPTIONS IN

SERVICES SHALL BE COORDINATED WITH THE RE/COR AT LEAST TWO DAYS IN ADVANCE.

20. THE CONTRACTOR SHALL CONFINE THEIR EQUIPMENT AND OPERATIONS TO THE LIMITS OF CONSTRUCTION SHOWN. THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR

THE SAFETY AND SECURITY OF ALL MATERIALS AND EQUIPMENT ON SITE.

21. THE CONTRACTOR SHALL USE ONLY APPROVED ROADWAYS FOR CONSTRUCTION AND DELIVERY ACCESS. DAMAGE TO THE EXISTING ROADS SHALL BE REPAIRED AT NO

EXPENSE TO THE GOVERNMENT.

22. THE CONTRACTOR IS RESPONSIBLE FOR RESTORATION OF ANY EXISTING GROUND DISTURBED DUE TO CONSTRUCTION ACTIVITY.

23. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION ACTIVITY.

24. THE CONTRACTOR SHALL PHASE CONSTRUCTION TO MAINTAIN ACCESS TO ALL BUILDINGS DURING CONSTRUCTION.

25. THE CONTRACTOR SHALL PROVIDE A PHASING PLAN FOR ALL ROAD CLOSURES FOR VA CEMETERY APPROVAL. CONTRACTOR SHALL MAINTAIN CEMETERY ACCESS THROUGHOUT CONSTRUCTION. CONTRACTOR TO PROVIDE TRAFFIC CONTROL SIGNAGE WHERE NECESSARY.

26. ALL EXCAVATION IN THE IMMEDIATE AREA OF EXISTING UTILITIES SHALL BE PERFORMED BY HAND AND WITH THE UTMOST CARE TO PROTECT EXISTING UTILITIES.

27. WORK WITH EXTREME CARE NEAR EXISTING DUCTS, CONDUITS, AND OTHER UTILITIES TO AVOID DAMAGING THEM.

28. PROTECT EXISTING SITE ELEMENTS TO REMAIN (TREES, SIGNS, CURBS, ETC) AND REPLACE IN KIND, IF DAMAGED. CONTRACTOR SHALL SALVAGE AND REPLACE ANY SITE SIGNS, FIXTURES, ETC. AS NEEDED TO COMPLETE THE INSTALLATION OF UTILITIES SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES

OR OTHER ITEMS DESIGNATED TO REMAIN.

29. TEST PITS ARE IDENTIFIED AT KNOWN EXISTING UTILITY CROSSINGS, BUT IN NO WAY LIMIT THE AMOUNT AND LOCATION OF TEST PITS REQUIRED TO BE PERFORMED BY THE CONTRACTOR. ELEVATION OF ALL EXISTING UTILITIES AT CROSSINGS WITH THE PROPOSED UTILITY PATHWAYS SHALL BE VERIFIED BY THE CONTRACTOR WITH A TEST PIT

PRIOR TO ANY EXCAVATION AT NO EXPENSE TO THE GOVERNMENT.

30. COORDINATE ALL TEMPORARY UTILITY DISRUPTIONS WITH VA CEMETERY STAFF.

31. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED FOR CONSTRUCTION IN KIND WITHIN 14 CALENDAR DAYS OF COMPLETING WORK IN SPECIFIC AREAS.

32. LIMITS OF CONSTRUCTION ARE APPROXIMATE. ALL AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED.

33. WHERE OPEN CUTTING OF PAVEMENT IS REQUIRED FOR INSTALLATION OF UTILITIES, CONTRACTOR SHALL REPLACE PAVEMENT TO MATCH EXISTING MATERIALS & DEPTHS.

NEW PAVEMENT SHALL BE FLUSH WITH EXISTING PAVEMENT SURFACES. ANY PAVEMENT MARKINGS DISTURBED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED

TO ORIGINAL CONDITION BY THE CONTRACTOR AT NO EXPENSE TO THE GOVERNMENT.

34. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY INCLUDING ALL SUBGRADE MATERIALS DIRECTLY ASSOCIATED WITH ITEMS TO BE REMOVED.

35. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATED AND REPORT ANY DISCREPANCIES TO THE RE/COR PRIOR TO ANY CONSTRUCTION.

36. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING THRUST BLOCKS WHICH ARE RESTRAINING EXISTING UTILITIES. EXISTING THRUST BLOCKS SHALL NOT BE UNDERMINED, ANY DISTURBED THRUST BLOCKS SHALL BE REPLACED AT NO COST TO THE GOVERNMENT.

37. EXISTING MAINS TO WHICH CONNECTIONS SHALL BE MADE ARE SIZED AND LOCATED IN ACCORDANCE WITH THE BEST INFORMATION AVAILABLE THE CONTRACTOR SHALL VERIFY SIZE/TYPE OF CONNECTION WITH TEST PITS AT THE BEGINNING OF THE PROJECT, AND ORDER MATERIALS ACCORDINGLY.

38. ALL TRENCHES SHALL BE BACKFILLED AS SOON AS PRACTICABLE, OPEN TRENCHES SHALL BE KEPT TO A MINIMUM. OPEN TRENCHES SHALL BE STEEL PLATED WHEN THEY CANNOT BE IMMEDIATELY COVERED. UPON BACKFILLING THE CONTRACTOR SHALL BROOM SWEEP STREETS AND USE APPROPRIATE METHODS TO CONTROL DUST AND HOSE DOWN PAVEMENT TO KEEP SURFACES CLEAN. TRENCHES WITHIN THE ROADWAY SHALL BE BACKFILLED AT THE END OF EACH WORK DAY. WHERE FIRE ACCESS MUST BE MAINTAINED ON A STREET, CONTRACTOR SHALL ASSURE A MINIMUM, OF 15' STABILIZED ROUTE AROUND THE EXCAVATION.

39. ALL GRAVESITE GRID MONUMENTS SHALL BE LAID OUT BY A LICENSED LAND SURVEYOR ENGAGED BY THE CONTRACTOR, USING COORDINATES AND BEARINGS SHOWN.

A AREA OR ARC

AC ACRE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AGE ABOVE GROUND ELECTRIC

AGEC ABOVE GROUND ELECTRIC CONDUIT

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

AST ABOVE-GROUND STORAGE TANK

ATS ACTIVE TREATMENT SYSTEM

AVE AVENUE

AWWA AMERICAN WATER WORKS ASSOCIATION

A/C AIR CONDITIONING

BC BOTTOM OF CURB

BF BASEMENT FLOOR

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BL BASE LINE

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK, BASELINE MARKER

BMP BEST MANAGEMENT PRACTICES

BOE BOTTOM OF EXCAVATION

BOV BLOW OFF VALVE

BRG BEARING

BRL BUILDING RESTRICTION LINE

BV BALL VALVE

BW BOTTOM OF WALL

C COEFFICIENT OF RUNOFF

CALC CALCULATE

CB CATCH BASIN OR CHORD BEARING

CC CENTER TO CENTER

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS, CONTRACT DOCUMENTS OR CHECK DAM

CDW CHILLED DRINKING WATER

CDWR CHILLED DRINKING WATER RETURN

CDWS CHILLED DRINKING WATER SUPPLY

CE CONSTRUCTION ENTRANCE

CEM CEMENT OR CEMETERY

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND OR COMPOST FILTER SOCK

CG CURB AND GUTTER

CHD CHORD

CIP CAST IRON PIPE OR CULVERT INLET PROTECTION

CJ CONTRACTION JOINT

CL CENTERLINE, CLASS

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CN CURVE NUMBER

CND CONDUIT

CNR CORNER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATIONS

CONC CONCRETE

COND CONDITION OR CONDENSER

CONF CONFERENCE

CONN CONNECTION

CON CONTAMINATED

CONSTR CONSTRUCTION

CONT CONTINUATION

CONTR CONTRACT OR CONTRACTOR

COR CONTRACTING OFFICER'S REPRESENTATIVE

COTG CLEANOUT TO GRADE

COV COVER OF CUT OFF VALVE

CPv CHANNEL PROTECTION VOLUME

CPPE CONSERVATION PRACTICE PHYSICAL EFFECTS

CPP CORRUGATED PLASTIC PIPE

CRN CROWN

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSS COMMITTAL SERVICE SHELTER

CSP CONCRETE SEWER PIPE

CT COURT

CTR CENTER OR CONTOUR

CTRL CONTROL

CTS COOLING TOWER SUPPLY

CTV CABLE TELEVISION

CV CONTROL VALVE

CW CLOCKWISE OR CONCRETE WASHOUT

CWP COLD WATER PIPING

D DEPTH

DAT DATUM

DB DEED BOOK; DESIGN-BUILD; DRAIN BASIN

DBL DOUBLE

DD DIVERSION DIKE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DESC DESCRIPTION

DET DETAIL

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE

DIP DUCTILE IRON PIPE

DIST DISTANCE

DM DROP MANHOLE

DOC DOCUMENT

DOM DOMESTIC

DR DRIVE

DRE DECOMPOSED ROCK ELEVATION

DS DOWNSPOUT

DWG DRAWING

D/W DRIVEWAY

D DELTA

EA EACH

EBL EAST BOUND LANE

EC EDGE OF CONCRETE

ECL EROSION CONTROL LOG

EG EDGE OF GUTTER

EJ EXPANSION JOINT

ELEV ELEVATION

ELEC ELECTRICAL

ENTR ENTRANCE

EOI END OF INFORMATION

EP EDGE OF PAVEMENT

EPA ENVIRONMENTAL PROTECTION AGENCY

E&S EROSION & SEDIMENT

ES END SECTION

ESMT EASEMENT

ETO EARLY TURNOVER

EPT EXTERNAL PIPE THREAD

EQ EQUAL

EW END WALL

EXP EXPANSION

EX EXISTING

EXT EXTERIOR

FAR FLOOR AREA RATIO

FC FACE OF CURB

FD FOUNTAIN DRAIN

FF FIRST FLOOR OR FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

FIN FINISHED

FLR FLOOR

FN FENCE

FP FLOOD PLAIN

FOC FACE OF CURB

FOTG FIELD OFFICE TECHNICAL GUIDE

FOY FOYER

FP FLAG POLE OR FIRE PROTECTION

FPS FEET PER SECOND

FR FROM

FS FILTER SOCK

FT FEET

FWS FLOWER WATERING STATION

G GAS

GAL GALLON

GDR GUARD RAIL

GEN GENERATOR

GFA GROSS FLOOR AREA

GIP GALVANIZED IRON PIPE

GL GROUND LEVEL

GOVT GOVERNMENT

GR GRADE

GR GUARD RAIL

GS GROUND SHOT

H HORIZONTAL

HC HANDICAP

HCP HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDR HEADER

HDWL HEADWALL

HGL HYDRAULIC GRADE LINE

HH HAND HOLE

HLBC HOT LAID BITUMINOUS CONCRETE

HMA MOT-MIX ASPHALT

HP HIGH POINT OR HIGH PRESSURE

HR HAND RAIL

HT HEIGHT

HW HOT WATER

HWSR HOT WATER SUPPLY & RETURN

HWY HIGHWAY

HYD HYDRANT

HYDR HYDRAULIC

I RAINFALL INTENSITY

ID INSIDE DIAMETER

IGC IN-GROUND CRYPT

IN INCH

INV INVERT

IP IRON PIPE OR INLET PROTECTION

IPF IRON PIPE FOUND

IPS IRON PIPE SET

IRR IRRIGATION

IW IRRIGATION WATER

JB JUNCTION BOX

K ONE THOUSAND (KILO)

KWY KEYWAY

L LENGTH

LAT LATERAL

LF LINEAR FEET

LOC LOCATION

LONG LONGITUDE

LOS LINE OF SIGHT

LP LOW POINT OR LOW PRESSURE

LT LIGHT OR LEFT

LL LOWER LEVEL

M MARKER

MAINT MAINTENANCE

MAT MATERIAL

MAX MAXIMUM

MB MAIL BOX

MECH MECHANICAL

MED MEDIUM

MEMO MEMORANDUM

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MI MILE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATERIALS LIST

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MON MONUMENT

MS MEDIAN STRIP

MSL MEAN SEA LEVEL

MTG MEETING

MTL MATERIAL

MULT MULTIPLE

MUNIC MUNICIPAL

N NORTH

N/F NOW OR FORMERLY

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NBC NATIONAL BUILDING CODE

NBL NORTH BOUND LANE

NCA NATIONAL CEMETERY ADMINISTRATION

NCPS NATIONAL CONSERVATION PRACTICE STANDARDS

NCTCOG NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS

NE NOT EXCEEDING

NFA NET FLOOR AREA

NHCP NATIONAL HANDBOOK OF CONSERVATION PRACTICES

NIC NOT IN CONTRACT

NO NUMBER

NOI NOTICE OF INTENT

NOM NOMINAL

NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

NRCP NON-REINFORCED CONCRETE PIPE

NRCS NATURAL RESOURCES CONSERVATION SERVICE

NTP NOT TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFB ORGANIC FILTER BERM

OFD OVERFLOW DRAIN

OFT ORGANIC FILTER TUBE

OH OVERHANG

OHC OVERHEAD COMMUNICATIONS

OHE OVERHEAD ELECTRIC

OP OUTLET PROTECTION

OS OVER-SIZED

OZ OUNCE

P PERIMETER, RAINFALL DEPTH

PAR PARALLEL

PAT PATTERN

PB PULL BOX

PC POINT OF CURVATURE

PCA PORTLAND CEMENT ASSOCIATION

PCC POINT OF COMPOUND CURVE

PCEP POINT OF CURVE, EDGE OF PAVEMENT

PCT PERCENT

PCTC POINT OF CURVE, TOP OF CURB

PERF PERFORATED

PED PEDESTAL

PG PAGE

PGL POINT OF GRADE LINE

PH PROFILE HOLE

PI POINT OF INTERSECTION

PIC PUBLIC INFORMATION CENTER

PIV POST INDICATOR VALVE

PL PROPERTY LINE

POTW POTABLE WATER

PP POLYPROPYLENE (PLASTIC)

PPC PRE-PLACED CRYPT

PRC POINT OF REVERSE CURVE

PRELIM PRELIMINARY

POTW PUBLICLY-OWNED TREATMENT WORKS

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POINT OF TANGENCY

PTS PASSIVE TREATMENT SYSTEM

PV PRIVATE VAULT

PVC POLY VINYL CHLORIDE (PLASTIC PIPE)

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

PVT POINT OF VERTICAL TANGENCY

P&P PLAN AND PROFILE

Q FLOW, AMOUNT OF RUNOFF

Qf EXTREME FLOOD VOLUME Qp OVERBANK FLOOD PROTECTION VOLUME

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RISER, RADIUS

RAD RADIANS

RCN RUNOFF CURVE NUMBER

RCP REINFORCED CONCRETE PIPE, REFLECTED CEILING PLAN

RD ROAD, ROOF DRAIN

RDC REDUCER

RE RESIDENT ENGINEER

REP REPAIR

REQ REQUIRED

REV REVISION

REv RECHARGE VOLUME

RGP ROUGH GRADING PLAN

RPA RESOURCE PROTECTION AREA

RR RAILROAD

RTE ROUTE

RT RIGHT

RV RELIEF VALVE

RW RETAINING WALL

R/W RIGHT-OF-WAY

SAN SANITARY

SB SPLASH BLOCK OR SEDIMENT BASIN

SBL SOUTH BOUND LANE

SCF SEDIMENT CONTROL FENCE

SCHED SCHEDULE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SEC SECTION

SEG SEGMENT

SEL SELECT

SEW SEWER

SF SQUARE FEET OR SILT FENCE

SSF SUPER SILT FENCE

SJ SCORED JOINT

SLV SLEEVE

SM SECTION MARKER

SMH STEAM MANHOLE

SOV SHUT OFF VALVE

SP SITE PLAN

SPEC SPECIFICATION

SPKLR SPRINKLER

SQ SQUARE

SS SANITARY SEWER, STORM SEWER OR STEAM SUPPLY

ST STREET OR SEDIMENT TRAP

STA STATION

STD STANDARD

STE STEAM

STK STACK

STM STORM

SUPT SUPPORT

SURV SURVEY

SVC SERVICE

SWM STORMWATER MANAGEMENT

S/W SIDEWALK

SWPPP STORM WATER POLLUTION PREVENTION PLAN (SWP3)

SWG SEWAGE

Sx CROSS SLOPE

SYM SYMBOL

T TANGENT

T&M TIME AND MATERIALS

TB TEST BORE

TC TOP OF CURB

Tc TIME OF CONCENTRATION

TCP TERRA COTTA PIPE, TRAFFIC CONTROL PLAN

TELE TELEPHONE

TH TEST HOLE

TNL TUNNEL

TOB TOP OF BANK

TOC TOP OF CURB

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TP TEST PIT, TELEPHONE POLE, OR TREE PROTECTION

TW TOP OF WALL

TYP TYPICAL

UD UNDERDRAIN

U/G UNDERGROUND

UGC UNDERGROUND COMMUNICATIONS

UGE UNDERGROUND ELECTRIC

UFC UNIFORM FIRE CODE

UL UPPER LEVEL

UON UNLESS OTHERWISE NOTED

UP UTILITY POLE

USACE U.S. ARMY CORPS OF ENGINEERS

USDA U.S. DEPARTMENT OF AGRICULTURE

UTIL UTILITY

V VERTICAL

VA VETERANS ADMINISTRATION, VIRGINIA

VAR VARIES

VC VERTICAL CURVE

VEL VELOCITY

VERT VERTICAL

VF VERTICAL FOOT

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VOL VOLUME

W WATER, WEST OR WIDE

W/ WITH

W/O WITHOUT

WBL WEST BOUND LANE

WI WROUGHT IRON

WL WATER LINE

WM WATER MAIN OR WATER METER

WO WORK ORDER

WQv WATER QUALITY VOLUME

WSE WATER SURFACE ELEVATION

WT WATER TIGHT

WW WASTE WATER

X-ING CROSSING

YI YARD INLET

YR YEAR

Z SIDE SLOPES

CIVIL LEGEND:

FEATURE WALL

HEADSTONE FACE DIRECTION

DRAINAGE FLOW ARROW

DETAIL LABEL

KEYNOTE REFERENCE LABEL

F

XX

XX

XXXXX

WETLANDS

FLAG POLEF

DETAIL NO.

SHEET REFERENCE

DIRECTION OF TRAFFIC ARROWS

FEATURE WALL

TEST PIT LOCATION

ROAD CENTERLINE

HEADER CURB

CURB & GUTTER

EDGE OF PAVEMENT

CHAIN LINK FENCE

WATER MAIN

BUILDINGS

SIDEWALK

SANITARY SEWER MAIN

STORM SEWER LINE

TREES/SHRUBS

LIMITS OF CONSTRUCTION

INDEX CONTOUR LINE

INTERMEDIATE CONTOUR LINE

SPOT ELEVATIONS

MISCELLANEOUS SIGNS

SITE LIGHT WITH POLE

LOC LOC

DRIP LINE OF TREES

REVERSE CURB

543.6

EX. BLDG

XX XX

XXXX

BOARD FENCE

SSSS

W W8" W/M8" W/M

8" PVC SAN. SEW.

15" HDPE

TRANS.CURB

SOIL BOUNDARY

HbB HgC

WIRE FENCE X X X

XXX

EDGE OF GRAVEL

GUARDRAIL

EDGE OF CONCRETE

SANITARY SEWER STRUCTURES

STORM SEWER MANHOLE

STORM SEWER INLETS

STORM SEWER RIP-RAP

STORM SEWER END SECTION

WATER SRUCTURES

MAIL BOX

UTILITY POLE

BUILDING MOUNTED LIGHT

UTILITY POLE GUY WIRE

SANITARY SEWER FORCE MAIN FM FMFM

W W

SSSS 8" PVC SAN. SEW.

15" HDPE

EX. CC RBF

CONCRETE MONUMENT/IRON REBAR

TBSCC-TBSIPF

C3

W

W

W

W

WWW

45 0

GS 45 0

TC 45 0

INV

EX.

X

MB

MONVDH

EX. VDH

CO CO

30EX.

12 30

FIBER OPTIC LINE

TELEPHONE LINE

OHF OHF

OHT OHTT T

FO

OVERHEAD UNDER GROUND

FO

OVERHEAD UNDER GROUND

EXISTING PROPOSED

BOUNDARY/RIGHT-OF-WAY LINE

ADJACENT BOUNDARY LINE

EASEMENT LINE

FH

CABLE LINE

UNDERGROUND GAS LINEG G G G

GRADING

SITE

PROPERTY

UTILITIES

OHC OHCC C

WV WMFHWV WM

ELECTRIC LINEOHE OHEE E

WROUGHT IRON FENCE

PR. BLDG

MB

LIMITS OF GRADING LOG LOG

LIMITS OF WORK LOW LOW

BURIAL CRYPT PLOTS

IN-GROUND CREMAIN PLOTS

BURIAL SECTION MARKER

GRAVESITE GRID MONUMENT

NORTH ARROW

BENCHMARK (BASED ON EXISTING RECORD INFORMATION

PROVIDED BY THE VA, NOT FIELD VERIFIED)

SECT. #

TP-#

VL001

EXISTING CONDITIONS SURVEY

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

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026 RPP RJP

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

Above Group

(321) 345-9026 3 OF 163

VL002

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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

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026 RPP RJP

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

(321) 345-9026 4 OF 163

VL003

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

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026 RPP RJP

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

(321) 345-9026 5 OF 163

VL004

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

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026 RPP RJP

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

(321) 345-9026 6 OF 163

VL005

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

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026 RPP RJP

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

(321) 345-9026 7 OF 163

VL006

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

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026 RPP RJP

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

(321) 345-9026 8 OF 163

VL007

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

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026 RPP RJP

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

Fil e P ath : G

:\P

RO

JE

CT

\S

BU

\50

-0

1 N

CA

B

AK

ER

SF

IE

LD

E

XP

AN

SI

ON

\E

NG

IN

\P

LA

NS

\V

L0

.D W

G

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

(321) 345-9026 9 OF 163