DNC-810CM3030_Submission_BD_Plans_Part1.pdf

PDF 19 MB Posted Aug 17, 2023

Attached to: DAYTON NATIONAL CEMETERY: PIC/Admin Bldg, Repair Roads, & Replace Committal Shelter B
Solicitation number: 36C78623B0033
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 21, 2023

This federal contract opportunity solicitation seeks proposals for construction services at the Dayton National Cemetery in Ohio. The Department of Veterans Affairs National Cemetery Administration is soliciting bids to perform repairs and construction projects including renovating the Public Information Center and Administration Building, repairing roads throughout the cemetery, and replacing the committal shelter building. Proposals are due by the date listed in the solicitation number 36C78623B0033. The contract will be awarded to the responsible bidder whose proposal follows the solicitation instructions and is most advantageous to the Government considering price and other factors. The selected contractor must perform the construction services and be available for inspections and completion by the project deadlines outlined in the final award.

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Other files

File	Type	Posted
S06_36C78623B0033 0004.pdf	PDF	Sep 15, 2023
S02_ Attachment - RFIs and Answers.docx	DOCX document	Sep 15, 2023
S02_Attachment - 090600SchedFinish.pdf	PDF	Sep 15, 2023
S06_36C78623B0033 0003.pdf	PDF	Sep 15, 2023
S02_Attachment - 087100DoorHardware.pdf	PDF	Sep 15, 2023
S02_Attachment - DNC-810CM3030_Submission_BD_Revised Plan Sheets_Amendment 002.pdf	PDF	Sep 15, 2023
S02_Attachment - 2023-09-14-DNC Amendment Memo 002.pdf	PDF	Sep 15, 2023
S02_Attachment - 073113AsphaltShingles.pdf	PDF	Sep 15, 2023
S02_Attachment - Wage Determination dtd 9.01.2023 (Heavy and Highway).pdf	PDF	Sep 12, 2023
S06_36C78623B0033 0002.pdf	PDF	Sep 12, 2023
S02_Attachment - Site Visit Attendance Roster.pdf	PDF	Sep 12, 2023
S02_Attachment - Davis-Bacon Act Poster.pdf	PDF	Aug 25, 2023
S06_36C78623B0033 0001.pdf	PDF	Aug 25, 2023
S02_Attachment - DOL Payroll Form.pdf	PDF	Aug 25, 2023
S02_Attachment - Wage Determination dtd 8.04.2023 (Building).pdf	PDF	Aug 25, 2023
S02_Attachment - AE Amendment 001.pdf	PDF	Aug 25, 2023
S02_Attachment - Standard Form 1413.pdf	PDF	Aug 25, 2023
S02_36C78623B0033 (updated 8.25.2023).docx	DOCX document	Aug 25, 2023
S02_Attachment - Wage Determination dtd 8.04.2023 (Heavy and Highway).pdf	PDF	Aug 25, 2023
DNC-810CM3030_Submission_BD_Plans_Part2.pdf	PDF	Aug 17, 2023
DNC-810CM3030-Bid Docs SPECS_Vol I.pdf	PDF	Aug 17, 2023
DNC-810CM3030-Bid Docs SPECS_Vol II.pdf	PDF	Aug 17, 2023
DNC-810CM3030_Submission_BD_Plans_Part4.pdf	PDF	Aug 17, 2023
36C78623B0033_2 Dayton IFB Final.docx	DOCX document	Aug 17, 2023
DNC-810CM3030_Submission_BD_Plans_Part3.pdf	PDF	Aug 17, 2023

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Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MONTGOMERY COUNTY, OHIO

810CM3030

JULY 28, 2023 Dwg. of

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

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRSIntegrity Federal Services

(304) 725-8456

Fil e P ath : G

:\P

\33

-1

1 D

1.D

W G

GORDON - 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

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100 GI001

COVER SHEET

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRS

PROJECT NUMBER: 810CM3030

BID DOCUMENTS

MONTGOMERY COUNTY, OHIO

GORDON - 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

DRAWING INDEX

NO. DRAWING DRAWING TITLE

GENERAL

1. GI001 COVER SHEET

2. GI002 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

3. VL001 SOIL BORING PLAN

4. VL100 OVERALL EXISTING CONDITIONS PLAN

5. VL101 EXISTING CONDITIONS PLAN

6. VL102 EXISTING CONDITIONS PLAN

7. VL103 EXISTING CONDITIONS PLAN

8. VL104 EXISTING CONDITIONS PLAN

9. VL105 EXISTING CONDITIONS PLAN

10. VL106 EXISTING CONDITIONS PLAN

11. VL107 EXISTING CONDITIONS PLAN

12. VL108 EXISTING CONDITIONS PLAN

13. VL109 EXISTING CONDITIONS PLAN

14. VL110 EXISTING CONDITIONS PLAN

15. GC100 CONSTRUCTION SEQUENCE PLAN

16. GC101 CONSTRUCTION SEQUENCE PLAN

CLIN 001

GENERAL

17. G-002 GENERAL INFORMATION

18. G-003 CONSTRUCTION MOBILIZATION PLAN

19. G-004 ARCHITECTURAL SITE AND LIFE SAFETY PLAN

20. G-005 CODE SUMMARY - NFPA 101

STRUCTURAL

21. S-001 GENERAL NOTES

22. S-101 FOUNDATION PLAN - ADMINISTRATION BUILDING

23. S-102 FOUNDATION AND FRAMING PLANS - EXIST. ADMINISTRATION BUILDING

RENOVATION

24. S-103 FOUNDATION AND FRAMING PLANS - HONOR GUARD BUILDING

25. S-104 FOUNDATION AND FRAMING PLANS - MAINTENANCE SHED

26. S-106 ROOF FRAMING PLAN - ADMINISTRATION BUILDING

27. S-301 FOUNDATION DETAILS

28. S-401 MASONRY DETAILS

29. S-501 STEEL DETAILS

30. S-502 LATERAL FRAME ELEVATIONS

31. S-503 TRUSS PROFILES

ARCHITECTURAL

32. A-001 ARCHITECTURAL SYMBOLS ABBREVIATIONS AND NOTES

33. AD101 FIRST FLOOR DEMOLITION PLAN - EXIST. ADMINISTRATION BUILDING

34. AD111 DEMOLITION REFLECTED CEILING PLAN - EXIST. ADMINISTRATION BLDG.

35. A-101 FIRST FLOOR PLAN - ADMINISTRATION BLDG. AND PUBLIC RESTROOMS

36. A-102 FIRST FLOOR PLAN - EXIST. ADMINISTRATION BLDG. RENOVATION

37. A-103 FIRST FLOOR & ROOF PLANS - HONOR GUARD BUILDING

38. A-104 FIRST FLOOR & REFLECTED CEILING PLANS - COVERED SHED

39. A-106 ROOF PLAN - ADMINISTRATION BLDG.

40. A-110 FIRST FLOOR REFLECTED CEILING PLAN - ADMINISTRATION BLDG.

41. A-111 FIRST FLOOR REFLECTED CEILING PLAN - EXIST. ADMINISTRATION BLDG.

42. A-112 FIRST FLOOR REFLECTED CEILING PLAN - HONOR GUARD BUILDING

43. A-201 EXTERIOR ELEVATIONS - ADMINISTRATION BLDG.

44. A-202 EXTERIOR ELEVATIONS- HONOR GUARD BLDG.

45. A-301 BUILDING SECTIONS - ADMINISTRATION BLDG.

46. A-302 BUILDING SECTIONS - HONOR GUARD BLDG.

47. A-310 WALL SECTIONS - NEW AND EXISTING ADMINISTRATION BLDGS.

48. A-311 WALL SECTIONS - HONOR GUARD BLDG.

49. A-312 WALL SECTIONS - EXISTING ADMINISTRATION BLDG.

50. A-501 PARTITION TYPES

51. A-502 EXTERIOR MASONRY DETAILS

52. A-503 EXTERIOR METAL PANEL DETAILS

53. A-506 EXTERIOR PENETRATION DETAILS

54. A-521 INTERIOR COLUMN DETAILS

55. A-601 DOOR SCHEDULE, ELEVATIONS AND DETAILS, WINDOW TYPES

56. A-602 LOUVER SCHEDULE

INTERIORS

57. I-001 GENERAL NOTES, ABBREVIATIONS AND ROOM FINISH SCHEDULE

58. I-101 FIRST FLOOR FINISH, SIGNAGE, AND WALL PROTECTION PLAN -

ADMINISTRATION BLDG.

59. I-102 FIRST FLOOR FINISH, SIGNAGE, AND WALL PROTECTION PLAN - EXIST.

ADMINISTRATION BLDG. RENOVATION

60. I-103 FIRST FLOOR FINISH, SIGNAGE AND WALL PROTECTION PLAN - HONOR

GUARD BLDG.

61. I-201 CASEWORK AND MILL WORK ELEVATIONS

62. I-202 CASEWORK DETAILS

63. I-411 FIRST FLOOR EQUIPMENT PLAN - ADMINISTRATION BLDG.

64. I-412 FIRST FLOOR EQUIPMENT PLAN - EXIST. ADMINISTRATION BLDG.

RENOVATION

65. I-413 FIRST FLOOR EQUIPMENT PLAN - HONOR GUARD BLDG.

66. I-421 ENLARGED EQUIPMENT PLANS

67. I-422 ENLARGED EQUIPMENT PLANS

68. I-431 ENLARGED TOILET PLANS AND ELEVATIONS

69. I-432 ENLARGED TOILET PLANS AND ELEVATIONS

70. I-433 ENLARGED TOILET PLANS AND ELEVATIONS

71. I-434 ENLARGED TOILET PLANS AND ELEVATIONS

72. I-501 INTERIOR ELEVATIONS AND DETAILS

73. I-601 EQUIPMENT SCHEDULE

74. I-901 INTERIOR RENDERINGS

PLUMBING

75. P-001 PLUMBING GENERAL INFORMATION

76. PD101 FIRST FLOOR PLUMBING DEMOLITION PLAN

77. PP101 ADMINISTRATION BLDG. DOMESTIC WATER PLAN

78. PP102 EXIST. ADMINISTRATION BLDG. DOMESTIC WATER PLAN

79. PP103 HONOR GUARD BLDG. DOMESTIC WATER PLAN

80. PP104 ADMINISTRATION BLDG. SEWER PLAN

81. PP105 EXIST. ADMINISTRATION BLDG. SEWER PLAN

82. PP106 HONOR GUARD BLDG. SEWER PLAN

83. P-501 PLUMBING DETAILS AND SCHEDULES

84. P-601 PLUMBING SCHEDULES

MECHANICAL

85. M-001 MECHANICAL GENERAL INFORMATION

86. MD101 FIRST FLOOR MECHANICAL DEMOLITION PLAN

87. MD102 ROOF MECHANICAL DEMOLITION PLAN

88. MH101 ADMINISTRATION BLDG. HVAC PLAN

89. MH102 EXIST. ADMINISTRATION BLDG. HVAC PLAN

90. MH103 HONOR GUARD BLDG. HVAC PLAN

91. M-501 MECHANICAL DETAILS

92. M-502 MECHANICAL CONTROLS

93. M-601 MECHANICAL SCHEDULES

ELECTRICAL

94. E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS

95. ES101 ELECTRICAL SITE PLAN

96. ED101 FIRST FLOOR ELECTRICAL DEMOLITION PLAN

97. EL101 FIRST FLOOR LIGHTING PLAN - ADMINISTRATION BLDG.

98. EL102 FIRST FLOOR LIGHTING PLAN - EXIST. ADMINISTRATION BLDG.

99. EL103 FIRST FLOOR LIGHTING PLAN - HONOR GUARD BUILDING

100. EP101 FIRST FLOOR POWER PLAN - ADMINISTRATION BLDG.

101. EP102 FIRST FLOOR POWER PLAN - EXIST. ADMINISTRATION BLDG.

102. EP103 FIRST FLOOR POWER PLAN - HONOR GUARD BUILDING

103. E-501 ELECTRICAL DETAILS

104. E-601 SINGLE LINE DIAGRAMS

105. E-602 PANEL SCHEDULES

106. E-603 ELECTRICAL EQUIPMENT SCHEDULES

FIRE ALARM

107. FA001 FIRE ALARM GENERAL NOTES SYMBOL LEGEND AND RISER

108. FA101 FIRST FLOOR FIRE ALARM PLAN - ADMINISTRATION BLDG.

109. FA102 FIRST FLOOR FIRE ALARM PLAN - EXIST. ADMINISTRATION BLDG.

110. FA103 FIRST FLOOR FIRE ALARM PLAN - HONOR GUARD BUILDING

TECHNOLOGY

111. T-001 TECHNOLOGY GENERAL NOTES SYMBOL LEGEND AND ABBREVIATIONS

112. T-101 FIRST FLOOR TECHNOLOGY PLAN - ADMINISTRATION BLDG.

113. T-102 FIRST FLOOR TECHNOLOGY PLAN - EXIST. ADMINISTRATION BLDG.

114. T-103 FIRST FLOOR TECHNOLOGY PLAN - HONOR GUARD BLDG.

115. T-401 TECHNOLOGY ENLARGEMENTS

116. T-501 TECHNOLOGY DETAILS

117. T-502 TECHNOLOGY DETAILS

CLIN 002 & CLIN 003

CIVIL

118. GC111 EROSION & SEDIMENT CONTROL PLAN PHASE I

119. GC112 EROSION & SEDIMENT CONTROL PLAN PHASE I

120. GC113 EROSION & SEDIMENT CONTROL PLAN PHASE I

121. GC114 EROSION & SEDIMENT CONTROL PLAN PHASE I

122. GC121 EROSION & SEDIMENT CONTROL PLAN PHASE II

123. GC122 EROSION & SEDIMENT CONTROL PLAN PHASE II

124. GC123 EROSION & SEDIMENT CONTROL PLAN PHASE II

125. GC124 EROSION & SEDIMENT CONTROL PLAN PHASE II

126. GC501 EROSION & SEDIMENT CONTROL NOTES AND DETAILS

127. CD101 SITE DEMOLITION PLAN (BASE BID)

128. CD102 SITE DEMOLITION PLAN (BASE BID)

129. CD103 SITE DEMOLITION PLAN (BASE BID)

130. CD104 SITE DEMOLITION PLAN (BASE BID)

131. CD111 SITE DEMOLITION PLAN (BID OPTION 1)

132. CD112 SITE DEMOLITION PLAN (BID OPTION 1)

133. CD113 SITE DEMOLITION PLAN (BID OPTION 1)

134. CD114 SITE DEMOLITION PLAN (BID OPTION 1)

135. CS101 SITE PLAN (BASE BID)

136. CS102 SITE PLAN (BASE BID)

137. CS103 SITE PLAN (BASE BID)

138. CS104 SITE PLAN (BASE BID)

139. CS111 SITE PLAN (BID OPTION 1)

140. CS112 SITE PLAN (BID OPTION 1)

141. CS113 SITE PLAN (BID OPTION 1)

142. CS114 SITE PLAN (BID OPTION 1)

143. CT201 ROAD PLAN & PROFILE

144. CS501 SITE DETAILS

145. CS502 SITE DETAILS

146. CS503 SITE DETAILS

147. CG101 GRADING PLAN

148. CG111 RETAINING WALL PLAN AND PROFILE

149. CG112 RETAINING WALL DETAILS

150. CG113 RETAINING WALL DETAILS

UTILITIES

151. CU101 SITE UTILITY PLAN

152. CU201 SANITARY SEWER PLAN AND PROFILE

153. CU501 SANITARY SEWER DETAILS

154. CU231 WATER MAIN PLAN AND PROFILES

155. CU531 WATER DETAILS

156. CU532 WATER DETAILS

157. CU261 STORM PROFILES

158. CU561 STORM SEWER DETAILS

159. CU562 STORM SEWER DETAILS

160. CU761 STORM SEWER COMPUTATIONS

STORM WATER MANAGEMENT

161. CJ101 PRE DEVELOPMENT DRAINAGE AREA MAP

162. CJ102 POST DEVELOPMENT DRAINAGE AREA MAP

163. CJ103 WATER QUALITY MAP

164. CJ501 STORM WATER MANAGEMENT NARRATIVE AND DETAILS

SITE IMPROVEMENTS

165. CI100 SITE FURNISHINGS PLAN

166. CI110 SITE SIGNAGE PLAN

167. CI501 SITE FURNISHINGS DETAILS

168. CI510 SITE SIGNAGE DETAILS 1

169. CI511 SITE SIGNAGE DETAILS 2

170. CI512 SITE SIGNAGE DETAILS 3

171. CI513 TEMPORARY SITE SIGNAGE DETAILS

172. CI600 SITE SIGNAGE AND SITE FURNISHINGS SCHEDULE

LANDSCAPING

173. LS100 OVERALL LANDSCAPE PLAN

174. LS101 PIC / ADMINISTRATION BUILDING LANDSCAPE PLAN ENLARGEMENT

175. LS102 STORMWATER MANAGEMENT AREA LANDSCAPE PLAN ENLARGEMENT

176. LS500 LANDSCAPE DETAILS AND SCHEDULE

STRUCTURAL

177. S-001 GENERAL NOTES

178. S-101 FOUNDATION PLAN - SHELTER BUILDING

179. S-201 ROOF FRAMING PLAN - SHELTER BUILDING

180. S-301 FOUNDATION DETAILS

181. S-401 MASONRY DETAILS

182. S-501 STEEL DETAILS

ARCHITECTURAL

183. A-101 FLOOR, REFLECTED CEILING, ROOF PLANS, & DOOR SCHEDULE -

SHELTER B

184. A-201 EXTERIOR ELEVATIONS

185. A-301 WALL SECTIONS - COMMITTAL SHELTER

ELECTRICAL

186. E-102 COMMITAL SHELTER POWER AND LIGHTING PLAN

Know what's below.

before you dig.Call

DAYTON NATIONAL CEMETERY

INTEGRITY FEDERAL SERVICES

148 SOUTH QUEEN STREET, SUITE 201

MARTINSBURG, WV 25401

304-725-8456

APOGEE CONSULTING GROUP

1151 KILDAIRE FARM ROAD

CARY, NC 27511

919-858-7420

FORESITE GROUP

3740 DAVINCI COURT, SUITE 100

PEACHTREE CORNERS, GEORGIA 30092

770-368-1399

THE LA GROUP

40 LONG ALLEY

SARATOGA SPRINGS, NY 12866

518-587-8100

NO. DRAWING DRAWING TITLE

MD RPP

U.S. Department of Veterans Affairs

NO. DRAWING DRAWING TITLE

AutoCAD SHX Text

PREPARED BY

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CONSULTANTS

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REGIONAL MAP (N.T.S.)

AutoCAD SHX Text

LOCAL MAP (N.T.S.)

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

SITE

AutoCAD SHX Text

W THIRD ST

AutoCAD SHX Text

LISCUM DR

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S GETTYSBURG AVE

AutoCAD SHX Text

LAKE ERIE

AutoCAD SHX Text

WEST VIRGINIA

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INDIANA

AutoCAD SHX Text

COLUMBUS

AutoCAD SHX Text

MICHIGAN

AutoCAD SHX Text

KENTUCKY

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CLEVELAND

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PENNSYLVANIA

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MONTGOMERY COUNTY, OHIO

810CM3030

JULY 28, 2023 Dwg. of

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

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRSIntegrity Federal Services

(304) 725-8456

Fil e P ath : G

:\P

\33

-1

1 D

2.D

W G

GORDON - 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

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100 GI002

GENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS

PROPOSED

BOUNDARY/RIGHT-OF-WAY LINE

ADJACENT BOUNDARY LINE

EASEMENT LINE

ROAD CENTERLINE

HEADER CURB

CURB & GUTTER

EDGE OF PAVEMENT

CHAIN LINK FENCE

OVERHEAD UTILITY LINE

UNDERGROUND UTILITY LINE

WATER MAIN

BUILDINGS

CONCRETE SIDEWALK

SANITARY SEWER MAIN

STORM SEWER LINE

TREES/SHRUBS

LIMITS OF GRADING

INDEX CONTOUR LINE

INTERMEDIATE CONTOUR LINE

SPOT ELEVATIONS

MISCELLANEOUS SIGNS

SITE LIGHT WITH POLE

DRIP LINE OF TREES

BOARD FENCE

SOIL BOUNDARY

WIRE FENCE

EDGE OF GRAVEL

GUARDRAIL

EDGE OF CONCRETE

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

STORM SEWER YARD INLET

STORM SEWER CATCH BASIN

STORM SEWER RIP-RAP

STORM SEWER END SECTION

FIRE HYDRANT

WATER VALVE

WATER METER

MAIL BOX

UTILITY POLE

FEATURE WALL

OVERHEAD COMMUNICATIONS LINE

UNDERGROUND COMMUNICATIONS LINE

GROUND LIGHT

UTILITY POLE GUY WIRE

SANITARY SEWER FORCE MAIN

LIMITS OF WORK

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

FOY FOYER

FP FLAG POLE OR FIRE PROTECTION

FPS FEET PER SECOND

FR FROM

FT FEET

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

I.E. INVERT ELEVATION

ID INSIDE DIAMETER

IGC IN-GROUND CRYPT

IN INCH

INV INVERT

IP IRON PIPE

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

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

NE NOT EXCEEDING

NFA NET FLOOR AREA

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRCP NON-REINFORCED CONCRETE PIPE

NTP NOT TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OH OVERHANG

OHC OVERHEAD COMMUNICATIONS

OHE OVERHEAD ELECTRIC

OS OVER-SIZED

OZ OUNCE

P PERIMETER

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

A AREA OR ARC

AC ACRE

A/C AIR CONDITIONING

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

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

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 OR CONTRACT

DOCUMENTS

CDW CHILLED DRINKING WATER

CDWR CHILLED DRINKING WATER RETURN

CDWS CHILLED DRINKING WATER SUPPLY

CEM CEMENT OR CEMETERY

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND

CG CURB AND GUTTER

CHD CHORD

CIP CAST IRON PIPE

CJ CONTRACTION JOINT

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

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

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

CWP COLD WATER PIPING

D DEPTH

DAT DATUM

DB DEED BOOK OR DESIGN-BUILD

DBL DOUBLE

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

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

PIV POST INDICATOR VALVE

PL PROPERTY LINE

POTW POTABLE WATER

PP POLYPROPYLENE (PLASTIC)

PPC PRE-PLACED CRYPT

PRC POINT OF REVERSE CURVE

PRELIM PRELIMINARY

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POINT OF TANGENCY

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

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RISER, RADIUS

RAD RADIANS

RCP REINFORCED CONCRETE PIPE/REFLECTED

CEILING PLAN

RD ROAD, ROOF DRAIN

RDC REDUCER

RE RESIDENT ENGINEER

REP REPAIR

REQ REQUIRED

REV REVISION

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

SBL SOUTH BOUND LANE

SCHED SCHEDULE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SEC SECTION

SEG SEGMENT

SEL SELECT

SEW SEWER

SF SQUARE FEET

SJ SCORED JOINT

SLV SLEEVE

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

STA STATION

STD STANDARD

STE STEAM

STK STACK

STM STORM

SUPT SUPPORT

SURV SURVEY

SVC SERVICE

S/W SIDEWALK

SWG SEWAGE

Sx CROSS SLOPE

SYM SYMBOL

T TANGENT

T&M TIME AND MATERIALS

TB TEST BORE

TC TOP OF CURB

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

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

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

WSE WATER SURFACE ELEVATION

WT WATER TIGHT

WW WASTE WATER

X-ING CROSSING

YI YARD INLET

YR YEAR

Z SIDE SLOPES

UNDERGROUND GAS LINE

HEADSTONE FACE DIRECTION

BURIAL CRYPT PLOTS

DRIP LINE OF BRUSH

WETLANDS

GRAVESITE GRID MONUMENT

BURIAL SECTION MARKER

UTILITY BOX

FLAG SLEEVES/MISCELLANEOUS POSTS

MOUNTABLE CURB

CIVIL LEGEND ABBREVIATIONS

STORM DRAINAGE CLEANOUT

COLUMBARIUM NICHE SECTION

RETAINING WALL

DRAINAGE FLOW ARROW

GENERAL NOTES:

1. THE PROPOSED IMPROVEMENTS FOR 'DAYTON NATIONAL CEMETERY PIC/ADMNIN BLDG, REPLACE COMMITTAL SHELTER B, AND ROAD REPAIRS' INCLUDES, BUT IS NOT

LIMITED TO,

1.1. DEMOLITION OF A PORTION OF THE EXISTING ADMINISTRATION BUILDING.

1.2. RENOVATION OF THE REMAINING ADMINISTRATION-MAINTENANCE BUILDING.

1.3. CONSTRUCTION OF A NEW ADMINISTRATION BUILDING AND A SEPARATE HONOR GUARD BUILDING.

1.4. CONSTRUCTION OF UTILITIES INCLUDING WATER, SANITARY SEWER, AND STORM SEWER.

1.5. CONSTRUCTION OF STORMWATER MANAGEMENT FACILITIES.

1.6. FULL DEPTH REPLACEMENT AND MILL & OVERLAY OF ASPHALT ROADWAYS, REPLACEMENT OF CONCRETE CURB/GUTTERS, REPAIR/REPLACEMENT OF STORM DRAINAGE

SYSTEM COMPONENTS.

1.7. CONSTRUCTION OF CORTEGE LANE(S).

1.8. CONSTRUCTION OF ADDITIONAL PARKING AT ADMINISTRATION-MAINTENANCE BUILDING AND CONSTRUCTION OF PARKING AT THE NEW HONOR GUARD BUILDING.

1.9. DEMOLITION AND REPLACEMENT OF COMMITTAL SERVICE SHELTER B.

THE PROJECT IS LOCATED IN MONTGOMERY COUNTY, OHIO.

2. THE TOPOGRAPHIC SURVEY WAS PREPARED BY MONUMENT ENGINEERING GROUP ASSOCIATES, INC. IN MAY 2022. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT.

THE HORIZONTAL DATUM IS REFERENCED TO US STATE PLANE COORDINATE SYSTEM, NAD83, OHIO SOUTH ZONE 3402, INTERNATIONAL FEET. THE VERTICAL DATUM IS TO BE

REFERENCED TO NAVD88.

3. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 39113C0235E DATED JANUARY 6, 2005 THE SCOPE OF WORK LIES ENTIRELY IN ZONE (X) AREA DETERMINED TO BE

OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN.

4. SEE THIS SHEET FOR LEGEND OF PROPOSED SYMBOLS USED ON ALL SHEETS AND SHEET VL100 EXISTING CONDITIONS PLAN FOR LEGEND OF EXISTING SYMBOLS.

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.

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. THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ALL APPLICABLE PERMITS.

3. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH THE U.S. DEPARTMENT OF VETERANS AFFAIRS REQUIREMENTS

AND LOCAL/STATE CONSTRUCTION STANDARDS AND SPECIFICATIONS, WHERE APPLICABLE.

4. 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.

5. 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.

6. 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.

7. 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.

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

9. 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.

10. CONTRACTOR SHALL CONTACT OHIO 811 AT 1-800-362-2764 OR 811 A MINIMUM OF THREE (3) FULL 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.

11. 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 IFS SO THAT APPROPRIATE REVISIONS IF WARRANTED CAN BE MADE TO THE PLANS AT THE GOVERNMENT'S

EXPENSE.

12. IFS DOES NOT CERTIFY TO THE SUB-SURFACE CONDITIONS OF THE SITE OR THE LOCATION OF UNDERLYING ROCK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES TO VERIFY SUB-SURFACE CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION.

13. ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION WILL BE CARRIED OUT BY A THIRD PARTY ENGINEERING FIRM AND PAID FOR BY THE CONTRACTOR.

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

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

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

17. THE 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.

18. 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. INTEGRITY FEDERAL SERVICES 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.

MD RPP

IRRIGATION NOTES:

1. CONTRACTOR'S BID SHALL ASSUME REPAIR OF THE EXISTING IRRIGATION SYSTEM AND INSTALLATION OF A NEW FULLY FUNCTIONAL AUTOMATIC IRRIGATION SYSTEM

CONNECTED TO THE EXISTING IRRIGATION SYSTEM, WITHIN THE PROJECT WORK AREA. ALL NEW LANDSCAPE (TREES AND TURFGRASS) SHALL BE AUTOMATICALLY IRRIGATED TO SUPPORT HEALTHY, VIGOROUS PLANT GROWTH. CONTRACTOR SHALL SUBMIT FOR REVIEW AND APPROVAL THE IRRIGATION CONTRACTOR'S INSTALLERS EXPERIENCE FOR QUALITY ASSURANCE. IRRIGATION CONTRACTOR'S INSTALLERS SHALL HAVE A MINIMUM EXPERIENCE LEVEL OF INSTALLING AT LEAST FIVE (5) AUTOMATIC IRRIGATION SYSTEMS WITH IRRIGATION PIPES 6-INCH AND LARGER, WITHIN THE LAST TEN (10) YEARS. IRRIGATION CONTRACTOR AND SUPERINTENDENT MUST BE CURRENTLY IN GOOD STANDING WITH THE ASSOCIATION CERTIFIED IRRIGATION CONTRACTOR (CIC). IRRIGATION CONTRACTOR MUST BE LICENSED IN OHIO. IRRIGATION EQUIPMENT INSTALLED SHALL MATCH EXISTING IRRIGATION EQUIPMENT (NEW EQUIPMENT USED SHALL BE COMPATIBLE WITH THE EXISTING). IRRIGATION MAINS AND LINES SHALL NOT BE UNDER TREES OR IN CONFLICT WITH FOUNDATIONS. THERE SHALL BE NO IRRIGATION OVERSPRAY OUTSIDE OF LANDSCAPE AREAS. THE IRRIGATION SYSTEM ALSO NEEDS TO BE

ABLE TO BE COMPLETED DRAINED BEFORE WINTER.

2. EXISTING IRRIGATION SYSTEM IS SHOWN ON PLANS PER PROJECT "DAYTON NATIONAL CEMETERY - IRRIGATE ENTIRE CEMETERY" PROJECT 81CM3026 RECORD DRAWINGS

DATED JUNE 8, 2015 BY MTR LANDSCAPE ARCHITECTS AND HAS NOT BEEN FIELD LOCATED.

3. CONFIRM EXACT LIMITS OF IRRIGATED AREA AND ALL EXISTING AND FUTURE HARDSCAPE AND BURIAL AREAS PRIOR TO CONSTRUCTION.

4. COORDINATE UTILITY LOCATES ("CALL BEFORE YOU DIG") OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR RESPONSIBLE FOR LOCATING AND VERIFYING ALL UNDERGROUND UTILITIES AND CONDITIONS POTHOLING OR OTHER METHODS BEFORE EXCAVATING. LOCATIONS OF EXISTING WATER UTILITIES SHOWN ON DRAWINGS HAVE NOT BEEN FIELD VERIFIED. CONTRACTOR RESPONSIBLE FOR ALL UNDERGROUND UTILITIES LOCATION AND CONDITION AS PART OF THE BID PACKAGE.

5. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, OR IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES, OR SPECIFICATIONS ARE DISCOVERED. BRING ALL

SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE COR.

6. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, AND ARCHITECTURAL FEATURES.

7. INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE.

8. SELECT NOZZLES FOR ROTARY SPRINKLERS WHICH PROVIDE COMPLETE AND ADEQUATE COVERAGE IF SITE CONDITIONS ARE NOT AS SHOWN. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST PERFORMANCE AND MINIMIZE OVERSPRAY.

9. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT:

9.1. TWO OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVE.

9.2. TWO OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS, ADJUSTMENT, AND REPAIR OF ALL ROTARY SPRINKLERS.

9.3. FIVE OF EACH TYPE OF SPRINKLER HEAD ASSEMBLY PROPOSED.

9.4. TWO QUICK COUPLING KEYS, EACH WITH ATTACHED SWIVEL HOSE ELL FOR OPERATION OF THE QUICK COUPLING VALVES PROPOSED.

SEGMENTAL RETAINING WALL NOTES:

1. THE SEGMENTAL RETAINING WALLS SHALL BE DESIGNED AND DETAILED BY THE MANUFACTURER'S LICENSED STRUCTURAL ENGINEER AND SHALL BE A MECHANICALLY

STABILIZED EARTH (MSE) RETAINING WALL SYSTEM HAVING HIGH DENSITY POLYETHYLENE GEOGRIDS POSITIVELY CONNECTED TO SEGMENTAL CONCRETE FACING UNITS IN

ACCORDANCE WITH THE CONTRACT DOCUMENTS AND THE FOLLOWING:

1.1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)-C1372-17 STANDARD SPECIFICATION FOR SEGMENTAL RETAINING WALL UNITS.

1.2. GEOSYNTHETIC RESEARCH INSTITUTE (GRI) STANDARD PRACTICE GG4 - DETERMINATION OF THE LONG-TERM DESIGN STRENGTH OF GEOGRIDS

1.3. NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA) TEK 02-4C SPECIFICATION FOR SEGMENTAL RETAINING WALL UNITS.

2. SUBMIT FOR REVIEW THE FOLLOWING:

2.1. DESIGN CALCULATIONS AND PLANS FOR THE RETAINING WALL SYSTEM SEALED BY THE DESIGNER

2.2. ENGINEERING DRAWINGS, ELEVATIONS, AND LARGE SCALE DETAILS OF ELEVATIONS, TYPICAL SECTIONS, DETAILS AND CONNECTIONS.

2.3. MANUFACTURER'S MATERIALS SPECIFICATIONS, INSTALLATION INSTRUCTIONS, AND GENERAL RECOMMENDATIONS.

2.4. CONTRACTOR AND SITE SUPERVISOR SHALL HAVE PROVEN QUALIFIED EXPERIENCE TO COMPLETE THE INSTALLATION OF THE SEGMENTAL RETAINING WALL SYSTEM.

3. SEE SHEETS CG111-CG113 FOR FURTHER INFORMATION.

TEMPORARY FACILITIES NOTES:

1. TEMPORARY FACILITIES INCLUDES PROVIDING ELECTRIC , TELECOMMUNICATIONS, & SECURITY SERVICES FOR THE OPERATION OF ALL TEMPORARY TRAILERS. CONTRACTOR

SHALL COORDINATE WITH POWER COMPANY AND OTHER ENTITIES AFFECTED BY THE WORK. OVERHEAD ELECTRICAL/TELECOMMUNICATIONS SERVICE IS ACCEPTABLE WITH THE FOLLOWING EXCEPTIONS/CONDITIONS: OVERHEAD WIRES ALLOWED TO CROSS OVER CEMETERY ROADS, PARKING AREAS, OR BURIAL SECTIONS;TEMPORARY METERS

AND POLES SHALL BE LOCATED IN DISCRETE AREAS AS APPROVED BY THE COR.

2. CONTRACTOR SHALL PROVIDE TWO (2) CONEX BOXES FOR CEMETERY USE FOR TEMPORARY STORAGE DURING TRANSITION TO NEW BUILDINGS. COORDINATE WITH

CEMETERY FOR LOCATIONS.

3. NEW ADMIN/PIC BUILDING SHALL BE PROVIDED WITH TEMPORARY SANITARY SEWER SERVICE FOR TRANSITION PERIOD WHERE BUILDING IS OCCUPIED AND DEMOLITION OF OLD ADMIN BUILDING IS COMPLETED. PERMANENT SANITARY SEWER SERVICE CONNECTION CANNOT BE CONSTRUCTED UNTIL DEMOLITION IS COMPLETE. CONTRACTOR SHALL PROVIDE EJECTOR PUMP OR SIMILAR MEASURE TO FACILITATE TEMPORARY SANITARY SERVICE.

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REVERSE CURB

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TRANS

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CURB

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INV

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8" SAN. SEW.

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15" HDPE

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ESx

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MONTGOMERY COUNTY, OHIO

810CM3030

JULY 28, 2023 Dwg. of

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

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRSIntegrity Federal Services

(304) 725-8456

Fil e P ath : G

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GORDON - 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

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100 VL001

SOIL BORING PLAN

GRAPHICAL SCALE: 1"=150'

150 75 0 150 300 450

03MD RPP

SOIL BORING

SOIL BORING PLAN LEGEND:

BORING LOGS

BORING NUMER NORTHING EASTING ELEVATION

C-01 641501.0 1473907.4 899 C-02 641016.1 1474055.5 911 C-03 640603.9 1473577.2 919 C-04 640532.9 1472996.7 930 C-05 641410.4 1473135.4 912 C-06 641211.9 1473953.3 902 C-07 641068.0 1473709.2 929 C-08 640461.0 1472631.7 943 C-09 640467.0 1472044.9 960 C-10 640698.6 1471639.9 958 C-11 640979.2 1471635.5 954 C-12 640733.7 1474281.1 931 C-13 641233.5 1474550.2 916 C-14 640987.4 1475400.3 902 C-15 640757.5 1474896.7 916 C-16 640389.4 1474323.7 927

BORING LOGS

BORING NUMBER NORTHING EASTING ELEVATION

R-01 641118.6 1474313.7 914 R-02 641167.5 1472383.1 930 R-03 640519.1 1473312.6 925 R-04 640668.3 1474778.2 919 R-05 641638.4 1475402.9 891 B-01 641294.5 1474298.0 915 B-02 641269.2 1474190.6 912 B-03 640651.6 1473483.9 924 B-04 641106.4 1474098.3 906

KEY MAP

(NOT TO SCALE)

2 3 4 5

6 7 8

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EX. MAINTENANCE BUILDING 2,435 SF (HT=20.0')

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EX. BUILDING 8,939 SF (HT=20.0')

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EX. BUILDING 2,356 SF (HT=20.0')

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FUEL TANK

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OIL TANK

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CABLE BOX

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CABLE BOX

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VLT

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VLT

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VLT

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VLT

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VLT

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35121 FMON

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35122 FMON

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35150 FMON

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103 FMON

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101 FMON

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35325 FMON

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VLT

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1 CP SIR

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RIM=914.12

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(35912) RIM=914.27

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RIM=912.91

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RIM=903.35

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RIM=905.18

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FFE

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FFE

AutoCAD SHX Text 913.20

AutoCAD SHX Text

FFE

AutoCAD SHX Text 913.24

AutoCAD SHX Text

FFE

AutoCAD SHX Text 913.33

AutoCAD SHX Text

FFE

AutoCAD SHX Text 913.80

AutoCAD SHX Text

FFE

AutoCAD SHX Text

EX. CCS. B

AutoCAD SHX Text S

AutoCAD SHX Text

RIM=898.38

AutoCAD SHX Text (36024)

AutoCAD SHX Text

MCMAHON AVE

AutoCAD SHX Text

MCMAHON AVE

AutoCAD SHX Text

MONUMENT AVE

AutoCAD SHX Text

MCMAHON AVE

AutoCAD SHX Text

BROWN AVE

AutoCAD SHX Text

INDIANA AVE

AutoCAD SHX Text

COLORADO AVE

AutoCAD SHX Text

COLORADO AVE

AutoCAD SHX Text

KANSAS AVE

AutoCAD SHX Text

TEXAS AVE

AutoCAD SHX Text

DAKOTA AVE

AutoCAD SHX Text

WISCONSIN AVE

AutoCAD SHX Text

NEW MEXICO PL

AutoCAD SHX Text

PENNSYLVANIA AVE

AutoCAD SHX Text

NEW MEXICO PL

AutoCAD SHX Text

WISCONSIN AVE

AutoCAD SHX Text

WISCONSIN AVE

AutoCAD SHX Text

OHIO AVE

AutoCAD SHX Text

PENNSYLVANIA AVE

AutoCAD SHX Text

PENNSYLVANIA AVE

AutoCAD SHX Text

TEXAS AVE

AutoCAD SHX Text

W THIRD ST

AutoCAD SHX Text

INDIANA AVE

AutoCAD SHX Text

HAWAII PL

AutoCAD SHX Text C02

AutoCAD SHX Text C01

AutoCAD SHX Text C03

AutoCAD SHX Text C04

AutoCAD SHX Text C05

AutoCAD SHX Text C06

AutoCAD SHX Text C07

AutoCAD SHX Text C08

AutoCAD SHX Text C09

AutoCAD SHX Text C10

AutoCAD SHX Text C11

AutoCAD SHX Text C12

AutoCAD SHX Text C13

AutoCAD SHX Text C14

AutoCAD SHX Text C15

AutoCAD SHX Text R02

AutoCAD SHX Text R01

AutoCAD SHX Text R03

AutoCAD SHX Text R04

AutoCAD SHX Text R05

AutoCAD SHX Text B02

AutoCAD SHX Text B01

AutoCAD SHX Text B03

AutoCAD SHX Text C16

AutoCAD SHX Text B01

AutoCAD SHX Text B04

AutoCAD SHX Text

EX. BUILDING 2,435 SF (HT=20.0')

AutoCAD SHX Text

EX. BUILDING 8,939 SF (HT=20.0')

AutoCAD SHX Text

EX. BUILDING 2,356…

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File details come from the government source that posted it. Updated Aug 17, 2023.