01_1-15_851PC2048_HNC_BD_Plans.pdf

PDF 14 MB Posted Jul 10, 2020

Attached to: Y1PC--Houston National Cemetery Phase 5 Expansion
Solicitation number: 36C10F20R0055
Issued by: Department of Veterans Affairs Office of Construction and Facilities Management

About this file

Written by GovTribe AI · Dec 27, 2023

This federal contract opportunity notice solicits proposals for the Phase 5 expansion of the Houston National Cemetery in Houston, Texas. The project includes developing approximately 50 acres to add over 14,000 pre-placed crypt gravesites, 2,000 in-ground cremains sites, and 8,000 columbarium niches. Additional site improvements consist of a memorial wall, ossuary, new entrance road, roads, parking, utilities, signage and site furnishings. The work also includes renovating the existing Hemicycle and Chapel structures, and updating the irrigation system. The estimated construction cost is between $20-50 million. The NAICS code is 237990 and the small business size standard is $39.5 million. The solicitation is set aside for SDVOSBs. Proposals are due August 10, 2020 by 12:00 PM Eastern. The Department of Veterans Affairs is the contracting agency. All questions must be submitted by July 24, 2020 and offerors must be listed as SDVOSBs on Vendor Information Pages to submit a proposal.

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Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 BJS ACS

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

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

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442

Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

PHASE 5 DEVELOPMENT

PROJECT NUMBER: 851PC2048

BID DOCUMENTS

DEPARTMENT OF

VETERANS AFFAIRS

HARRIS COUNTY, TEXAS

HOUSTON NATIONAL CEMETERY

GRAVESITE YIELD SUMMARY

COLUMBARIUM NICHES TOTAL NUMBER

OF GRAVESITES

IN-GROUND CREMAIN

SITES (4'X4')

350 8,0002,000

CREMAIN PLOTS

PRE-PLACED

DOUBLE-DEPTH CRYPTS

(3'x8')

14,000

CASKET PLOTS

PRE-PLACED OVERSIZED

CRYPTS (4'x10') planning + landscape architecture

712 Congress Avenue, Suite 300

Austin, Texas 78701

(512) 480-0032

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

DRAWING INDEX

NO. DRAWING DRAWING TITLE

CIVIL

SECURITY

GIS

93. SE101 GIS

COLUMBARIUM/ MEMORIAL WALL/ OSSUARY

94. CS401 COLUMBARIUM SITE PLAN ENLARGEMENT 1

95. CS402 COLUMBARIUM SITE PLAN ENLARGEMENT 2

96. CS403 COLUMBARIUM SITE PLAN ENLARGEMENT 3

97. CG401 COLUMBARIUM GRADING PLAN ENLARGEMENT 1

98. CG402 COLUMBARIUM GRADING PLAN ENLARGEMENT 2

99. CG403 COLUMBARIUM GRADING PLAN ENLARGEMENT 3

100. CI701 COLUMBARIUM WALL NUMBERING PLAN

101. CI702 COLUMBARIUM WALL ELEVATIONS 1

102. CI703 COLUMBARIUM WALL ELEVATIONS 2

103. CI704 COLUMBARIUM WALL ELEVATIONS 3

104. CI705 COLUMBARIUM WALL ELEVATIONS 4

105. CI706 COLUMBARIUM WALL DETAILS 1

106. CI707 COLUMBARIUM WALL DETAILS 2

107. CI708 COLUMBARIUM WALL DETAILS 3

108. CI709 COLUMBARIUM WALL DETAILS 4

109. CI710 COLUMBARIUM WALL CAP PLANS 1

110. CI711 COLUMBARIUM WALL CAP PLANS 2

111. CI712 COLUMBARIUM WALL CAP PLANS 3

112. CI720 MEMORIAL WALL AND OSSUARY ELEVATIONS

113. CI721 MEMORIAL WALL AND OSSUARY ELEVATIONS AND DETAILS

114. CI722 MEMORIAL WALL AND OSSUARY DETAILS 1

115. CI723 MEMORIAL WALL AND OSSUARY DETAILS 2

116. CI724 MEMORIAL WALL AND OSSUARY DETAILS 3

117. CI725 MEMORIAL WALL AND OSSUARY DETAILS 4

118. CI726 MEMORIAL WALL AND OSSUARY DETAILS 5

119. CI727 SEAT WALL DETAILS

120. CI801 EXISTING SITE SIGNAGE REPLACEMENT PLAN 1

121. CI802 EXISTING SITE SIGNAGE REPLACEMENT PLAN 2

122. CI803 EXISTING SITE SIGNAGE REPLACEMENT PLAN 3

123. CI804 EXISTING SITE SIGNAGE REPLACEMENT PLAN 4

124. CI810 SITE SIGNAGE REPLACEMENT DETAILS

125. CI811 SITE SIGNAGE REPLACEMENT DETAILS

126. CI812 EXISTING SITE SIGNAGE REPLACEMENT SCHEDULE

127. CI820 NEW SITE SIGNAGE PLAN 1

128. CI821 NEW SITE SIGNAGE PLAN 2

129. CI822 NEW SITE SIGNAGE PLAN 3

130. CI823 NEW SITE SIGNAGE PLAN 4

131. CI830 NEW SITE SIGNAGE DETAILS 1

132. CI831 NEW SITE SIGNAGE DETAILS 2

133. CI832 NEW SITE SIGNAGE DETAILS 3

134. CI833 NEW SITE SIGNAGE SCHEDULE

LANDSCAPE

135. L-100 OVERALL LANDSCAPE PLAN

136. L-101 LANDSCAPE PLAN

137. L-102 LANDSCAPE PLAN

138. L-103 LANDSCAPE PLAN

139. L-104 LANDSCAPE PLAN

140. L-105 LANDSCAPE PLAN

141. L-501 PLANTING SCHEDULE AND DETAILS

142. L-502 SITE AMENITY DETAILS

143. L-503 ENTRY DETAILS

IRRIGATION

144. LI100 IRRIGATION NOTES AND LEGEND

145. LI101 IRRIGATION PLAN

146. LI102 IRRIGATION PLAN

147. LI103 IRRIGATION PLAN

148. LI104 IRRIGATION PLAN

149. LI105 IRRIGATION PLAN

150. LI106 IRRIGATION PLAN

151. LI107 IRRIGATION PLAN

152. LI108 IRRIGATION PLAN

153. LI109 IRRIGATION PLAN

154. LI201 DEMOLITION PLAN

155. LI202 OVERALL IRRIGATION PLAN

156. LI501 IRRIGATION DETAILS

157. LI502 IRRIGATION DETAILS

158. LI503 IRRIGATION DETAILS

159. LI504 IRRIGATION PUMP DETAILS

ARCHITECTURAL

160. AA-AA000 BUILDING INFORMATION AND LEGENDS

161. CH-AA101 CHAPEL DEMOLITION AND REHABILITATION FLOOR PLAN

162. CH-AA102 DOOR SCHEDULE, TYPES AND DETAILS

163. HM-AA103 HEMICYCLE REHABILITATION FLOOR PLAN

164. HM-AA104 HEMICYCLE REHABILITATION CEILING PLAN & PANEL TYPES

165. HM-AA105 CHAPEL AND CARILLON TOWER EXTERIOR REPAIRS

166. AD-AA106 ADMINISTRATION BUILDING EXTERIOR REPAIRS

167. MB-AA107 MAINTENANCE ADMINISTRATION BUILDING REPAIRS

168. CS-AA108 COMMITTAL SHELTER A, B, C, & D REPAIRS

169. CH-AA109 DOOR HARDWARE REPLACEMENT

PLUMBING

170. PL001 PLUMBING GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

171. HM-PL101 HEMICYCLE ENLARGED 1ST FLOOR PLUMBING PLAN

MECHANICAL

172. MH001 MECHANICAL GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

173. HM-MD101 HEMICYCLE ENLARGED 1ST FLOOR MECHANICAL HVAC DEMO PLAN

174. HM-MD102 HEMICYCLE CHAPEL 2ND FLOOR MECHANICAL HVAC DEMO PLAN

175. HM-MD103 HEMICYCLE CHAPEL ROOF MECHANICAL HVAC DEMO PLAN

176. HM-MH100 HEMICYCLE OVERALL MECHANICAL HVAC PLAN

177. HM-MH101 HEMICYCLE ENLARGED 1ST FLOOR MECHANICAL HVAC PLAN

178. HM-MH102 HEMICYCLE CHAPEL 2ND FLOOR MECHANICAL HVAC PLAN

179. HM-MH103 HEMICYCLE CHAPEL ROOF MECHANICAL HVAC PLAN

180. HM-MH501 MECHANICAL DETAILS

181. HM-MH601 MECHANICAL SCHEDULES AND CONTROLS

ELECTRICAL/TELECOMMUNICATION

182. EG001 ELECTRICAL GENERAL NOTES

183. EG002 ELECTRICAL SYMBOLS AND ABBREVIATIONS

184. ES101 ELECTRICAL SITE PLAN

185. HM-ED101 HEMICYCLE ENLARGED 1ST FLOOR ELECTRICAL POWER DEMO PLAN

186. HM-ED102 HEMICYCLE CHAPEL 2ND FLOOR ELECTRICAL POWER DEMO PLAN

187. HM-ED103 HEMICYCLE CHAPEL ROOF ELECTRICAL POWER DEMO PLAN

188. HM-EL101 HEMICYCLE ENLARGED 1ST FLOOR ELECTRICAL LIGHTING PLAN

189. HM-EL102 HEMICYCLE CHAPEL 2ND FLOOR ELECTRICAL LIGHTING PLAN

190. HM-EP101 HEMICYCLE ENLARGED 1ST FLOOR ELECTRICAL POWER PLAN

191. HM-EP102 HEMICYCLE CHAPEL 2ND FLOOR ELECTRICAL POWER PLAN

192. HM-EP103 HEMICYCLE CHAPEL ROOF ELECTRICAL POWER PLAN

193. AD-EP101 ADMINISTRATION POWER PLAN

194. MT-EL101 MAINTENANCE BUILDING LIGHTING PLAN

195. MT-EP101 MAINTENANCE BUILDING POWER PLAN

196. CS-EP101 COMMITTAL SHELTER ELECTRICAL POWER PLAN

197. CS-EP102 IRRIGATION CONTROLLER

198. CS-EP501 DETAILS

199. PM-EP101 IRRIGATION WELL ELECTRICAL PLAN

200. PM-EP501 IRRIGATION WELL ELECTRICAL DETAILS

201. EP501 ACCESS CONTROL POWER DETAILS 1

202. EP502 ACCESS CONTROL POWER DETAILS 2

203. EL601 LIGHTING SCHEDULE

204. EP601 ONE LINE DIAGRAM

205. EP602 ELECTRICAL SCHEDULE - MECHANICAL EQUIPMENT

206. EP603 PANEL SCHEDULES - HEMICYCLE CHAPEL

207. EP604 PANEL SCHEDULES - HEMICYCLE

208. EP605 PANEL SCHEDULES - ADMINISTRATION

209. EP606 PANEL SCHEDULES - ADMIN & PIC

210. EP607 PANEL SCHEDULES - MAINTENANCE BLDG

211. EP608 PANEL SCHEDULES - MAINTENANCE STORAGE &

COMMITTAL SHELTER

212. EP609 PANEL SCHEDULES - IRRIGATION WELL

STRUCTURAL

213. SS001 STRUCTURAL GENERAL NOTES

214. SS101 COLUMBARIUM STRUCTURE

215. SS102 MEMORIAL WALL AND OSSUARY STRUCTURE

375 EAST HORSETOOTH ROAD

BLDG 2-202

PH. 970-372-6104

FORT COLLINS, CO 80525

AQUA ENGINEERING, INC.

WWW.AQUAENGR.COM

COVER SHEET

GI001

GREEN PLOTS

HYBRID NATURAL

BURIAL SECTION

(5'X10')

300 24,890

MEMORIAL WALL

PLAQUES

NO. DRAWING DRAWING TITLE

91. SE103 SITE SECURITY PLAN

90. SE102 SITE SECURITY PLAN

89. SE101 SECURITY FLOOR PLANS

88. CJ100 STORMWATER DRAINAGE PLAN

87. CI201 SITE AMENITIES PLAN

79. DT505 SITE DETAILS

78. DT504 SITE DETAILS

77. DT503 SITE DETAILS

76. DT502 SITE DETAILS

75. DT501 CRYPT AND BURIAL SECTION DETAILS

74. DT500 CRYPT AND BURIAL SECTION DETAILS

73. CU263 STORM COMPUTATIONS

72. CU262 STORM PROFILES

71. CU261 STORM PROFILES

70. CU260 STORM PROFILES

69. CT500 TYPICAL ROAD CROSS SECTIONS

68. CT201 NEW ROAD CENTERLINE PROFILES - ROAD 'A' AND TRAFFIC CIRCLE

67. CT200 NEW ROAD CENTERLINE PROFILES - ENTRANCE AND MEMORIAL DRIVE

66. CT114 PAVEMENT REPAIR AND REPLACEMENT PLAN 4

65. CT113 PAVEMENT REPAIR AND REPLACEMENT PLAN 3

64. CT112 PAVEMENT REPAIR AND REPLACEMENT PLAN 2

63. CT111 PAVEMENT REPAIR AND REPLACEMENT PLAN 1

59. CT103 ADA RAMP UPGRADE PLAN 3

58. CT102 ADA RAMP UPGRADE PLAN 2

7. CT100 MAINTENANCE OF TRAFFIC PLAN

47. CG109 GRADING AND DRAINAGE PLAN AREA 9

46. CG108 GRADING AND DRAINAGE PLAN AREA 8

45. CG107 GRADING AND DRAINAGE PLAN AREA 7

44. CG106 GRADING AND DRAINAGE PLAN AREA 6

43. CG105 GRADING AND DRAINAGE PLAN AREA 5

42. CG104 GRADING AND DRAINAGE PLAN AREA 4

41 CG103 GRADING AND DRAINAGE PLAN AREA 3

40. CG102 GRADING AND DRAINAGE PLAN AREA 2

39. CG101 GRADING AND DRAINAGE PLAN AREA 1

38. CS200 FENCE AND GENERATOR LAYOUT PLAN

30. CS109 SITE LAYOUT AND UTILITY PLAN AREA 9

29. CS108 SITE LAYOUT AND UTILITY PLAN AREA 8

28. CS107 SITE LAYOUT AND UTILITY PLAN AREA 7

27. CS106 SITE LAYOUT AND UTILITY PLAN AREA 6

26. CS105 SITE LAYOUT AND UTILITY PLAN AREA 5

25. CS104 SITE LAYOUT AND UTILITY PLAN AREA 4

24. CS103 SITE LAYOUT AND UTILITY PLAN AREA 3

23. CS102 SITE LAYOUT AND UTILITY PLAN AREA 2

22. CS101 SITE LAYOUT AND UTILITY PLAN AREA 1

21. CS100 OVERALL SITE KEY MAP

20. GC500 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

19. GC102 EROSION AND SEDIMENT CONTROL PLAN AREA 2

18. GC101 EROSION AND SEDIMENT CONTROL PLAN AREA 1

14. CD102 SITE DEMOLITION PLAN

13. CD101 SITE DEMOLITION PLAN

12. CD100 OVERALL SITE DEMOLITION PLAN

11. BI103 BORING LOGS

10. BI102 BORING LOGS

9. BI101 BORING LOGS

8. BI100 SUBSURFACE BORING LOCATION PLAN

5. GI110 OVERALL SITE DEVELOPMENT - ADD ALTERNATES

4. GI100 OVERALL SITE DEVELOPMENT PLAN

3. VL100 OVERALL EXISTING CONDITIONS PLAN

2. GI002 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

1. GI001 COVER SHEET

54. CG116 BURIAL SECTION GRADING ENLARGEMENTS SECTION 10 AND GB

53. CG115 BURIAL SECTION GRADING ENLARGEMENT SECTION 12

52. CG114 BURIAL SECTION GRADING ENLARGEMENT SECTION 23

51. CG113 BURIAL SECTION GRADING ENLARGEMENT SECTION 13

50. CG112 BURIAL SECTION GRADING ENLARGEMENT SECTION 22

49. CG111 BURIAL SECTION GRADING ENLARGEMENT SECTION 14

48. CG110 BURIAL SECTION GRADING ENLARGEMENT SECTION 19 AND 20

92. SE104 SITE SECURITY PLAN

NO. DRAWING DRAWING TITLE

37. CS116 BURIAL SECTION NUMBERING PLAN SECTION 23

36. CS115 BURIAL SECTION NUMBERING PLAN SECTION 22

35. CS114 BURIAL SECTION NUMBERING PLAN SECTION 19 AND 20

34. CS113 BURIAL SECTION NUMBERING PLAN SECTION 14

33. CS112 BURIAL SECTION NUMBERING PLAN SECTION 13

32. CS111 BURIAL SECTION NUMBERING PLAN SECTION 12

31. CS110 BURIAL SECTION NUMBERING PLAN SECTION 10 AND GB

57. CT101 ADA RAMP UPGRADE PLAN 1

17. GC102 TEMPORARY CONSTRUCTION FENCING PLAN AREA 2

16. GC101 TEMPORARY CONSTRUCTION FENCING PLAN AREA 1

56. CG121 POND B & C GRADING PLAN

55. CG120 POND A GRADING PLAN

61. CT105 COMMITTAL SHELTER CONCRETE REPAIR 2

84. CI104 EXISTING SIGNAGE INVENTORY PLAN AREA 4

83. CI103 EXISTING SIGNAGE INVENTORY PLAN AREA 3

82. CI102 EXISTING SIGNAGE INVENTORY PLAN AREA 2

81. CI101 EXISTING SIGNAGE INVENTORY PLAN AREA 1

80. CI100 OVERALL EXISTING SIGNAGE INVENTORY AND SCHEDULE

85. CI110 EXISTING SITE AMENITIES INVENTORY

86. CI200 SECTION MARKER REPLACEMENT PLAN

60. CT104 COMMITTAL SHELTER CONCRETE REPAIR 1

62. CT001 OVERALL PAVEMENT KEY MAP & CURB JOINT REPAIR PLAN

6. GI200 CONSTRUCTION SEQUENCING PLAN

15. CD103 SITE DEMOLITION PLAN - ADD ALTERNATE

ROBERT W. BECCARD

84064

N A L

O F

N S

02/07/2020

February 7, 2020

AutoCAD SHX Text

PREPARED BY

AutoCAD SHX Text

LOCATION MAP SCALE: 1"=5,000'

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VICINITY MAP NTS

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CONSULTANTS

AutoCAD SHX Text

OKLAHOMA

AutoCAD SHX Text

GULF OF MEXICO

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NEW MEXICO

AutoCAD SHX Text

MEXICO

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PROJECT LOCATION

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TEXAS

AutoCAD SHX Text

HOUSTON

AutoCAD SHX Text

SPEARS ROAD

AutoCAD SHX Text

W. RANKIN RD

AutoCAD SHX Text

NORTH BOROUGH DR

AutoCAD SHX Text

TC JESTER BLVD

AutoCAD SHX Text

W INTERSTATE 45 SERVICE ROAD

AutoCAD SHX Text

GEARS RD

AutoCAD SHX Text

WEST ROAD

AutoCAD SHX Text

AIRLINE DRIVE

AutoCAD SHX Text

W MT HOUSTON ROAD

AutoCAD SHX Text

W MONTGOMERY RD

AutoCAD SHX Text

TOMBALL HWY

AutoCAD SHX Text

ANTOINE DR

AutoCAD SHX Text

ELLA BLVD

AutoCAD SHX Text

3880 HULEN STREET, SUITE 300 * FORT WORTH, TEXAS 76107

AutoCAD SHX Text

VOICE 817 332-1914 * FAX 817 877-4754 * METRO 817 429-7463

AutoCAD SHX Text WEB http://www.komatsu-inc.com * EMAIL komatsu@komatsu-inc.com

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PROJECT LOCATION

AutoCAD SHX Text

W. HARDY ROAD

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TEXAS 8 BELTWAY FRONTAGE RD

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GREENS RD

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RANKIN RD

AutoCAD SHX Text P118-31-02

AutoCAD SHX Text P118-31-00

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VETERANS MEMORIAL DR

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ALDINE WESTERN RD

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 BJS ACS

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

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

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442

REVERSE CURBTRANSCURB

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

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

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

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 MOT APPLICABLE

NAT MATURAL

NATL NATIONAL

NBC NATIONAL BUILDING CODE

NBL NORTH BOUND LANE

NCA NATIONAL CEMETERY ADMINISTRATION

NE NOT EXCEEDING

NFA NET FLOOR AREA

NFV NOT FIELD VERIFIED

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

A AREA OR ARC

AC ACRE

ADA AMERICANS WITH DISABILITIES ACT

AGE ABOVE GROUND ELECTRIC

AGEC ABOVE GROUND ELECTRIC CONDUIT

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

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

BNCH BENCH

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

DEP DEPRESSED

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

ES END SECTION

ESMT EASEMENT

ETO EARLY TURNOVER

EPT EXTERNAL PIPE THREAD

EQ EQUAL

EW END WALL

EXP EXPANSION

EX EXISTING

EXT EXTERIOR

E&S EROSION AND SEDIMENT CONTROL

PIV POST INDICATOR VALVE

PL PROPERTY LINE

POTW POTABLE WATER

PP POLYPROPYLENE (PLASTIC)

PPC PRE-PLACED CRYPT

PR PROPOSED OR NEW

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

RD ROAD, ROOF DRAIN

RDC REDUCER

RE RESIDENT ENGINEER

RE/COR RESIDENT ENGINEER / CONTRACTING OFFICER REPRESENTATIVE

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

TBRL TO BE REPLACED

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

VCP VITRIFIED CLAY PIPE

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

CIVIL LEGEND ABBREVIATIONS

GENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS

GI002

EXISTING

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

ORNAMENTAL FENCE

SOIL PROFILE 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

FLAG POLE

UTILITY POLE

FEATURE WALL

OVERHEAD COMMUNICATIONS LINE

UNDERGROUND COMMUNICATIONS LINE

GROUND LIGHT

UTILITY POLE GUY WIRE

SANITARY SEWER FORCE MAIN

LIMITS OF WORK

UNDERGROUND GAS LINE

HEADSTONE FACE DIRECTION

BURIAL CRYPT PLOTS

DRIP LINE OF BRUSH

WETLANDS

GRAVESITE GRID MONUMENT

BURIAL SECTION MARKER

UTILITY BOX/PULL BOX

BOLLARD

MOUNTABLE CURB

STORM DRAINAGE CLEANOUT

DETAIL LABEL

SOIL PROFILE SYMBOL

PARKING COUNT

TEST-PIT

JERSEY BARRIER

GENERAL NOTES:

1. THE PROPOSED SITE IMPROVEMENTS FOR 'HOUSTON NATIONAL CEMETERY PHASE 5 DEVELOPMENT' INCLUDES, BUT IS NOT LIMITED TO,GRAVESITE

EXPANSION, CONSTRUCTION OF PREPLACED CRYPTS, IN-GROUND CREMAINS, COLUMBARIUM WALLS, OSSUARY, AND MEMORIAL WALLS, IRRIGATION EXTENSIONS, REPAIR AND REHABILITATION OF EXISTING COMMITTAL SERVICE SHELTERS, CHAPEL AND HEMICYCLE, ELECTRICAL UPGRADES, ASPHALT PAVEMENT, CONCRETE CURB & GUTTER, CONCRETE WALKS, STORM DRAIN INFRASTRUCTURE, SITE FURNISHINGS, AND LANDSCAPING. THE PROJECT

IS LOCATED IN HARRIS COUNTY, TEXAS.

2. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHIC INFORMATION IS BASED ON AERIAL RUN TOPOGRAPHY BY SAM, INC. DATED OCTOBER 25, 2018 AND FIELD VERIFIED ON THE GROUND BY GILPIN ENGINEERING COMPANY. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 TEXAS STATE PLANE SOUTH CENTRAL ZONE. THE VERTICAL DATUM IS REFERENCED TO NAVD88. SUPPLEMENTAL ON-THE-GROUND SURVEY DATED

FEBRUARY 20, 2019 WAS PROVIDED BY GILPIN ENGINEERING COMPANY.

3. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 48201C0465M DATED JUNE 9, 2014. NO PORTIONS OF THE PROJECT AREA ARE LOCATED WITHIN THE 100-YEAR FLOODPLAIN AREA (ZONE AE) HOWEVER, A FLOODPLAIN IS LOCATED ON THE PROPERTY..

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.

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 TEXAS DEPARTMENT OF TRANSPORTATION CONSTRUCTION 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 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 TEXAS 811 AT 1-800-344-8377 OR BY DIALING 811 ON A TEXAS PHONE LINE OR TEXAS811.ORG 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 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.

18. VERTICAL INFORMATION SHOWN WITHIN THESE DOCUMENTS IDENTIFIED AS BASED ON THE PHASE 4 EXPANSION PROJECT (VA PROJECT #851CM2043) HAS BEEN ADJUSTED TO ACCOUNT FOR A DATUM DIFFERENCE OF -0.52 FEET. THE DATUM DIFFERENCE IS BASED ON THE DETERMINATION PROVIDED BY GILPIN ENGINEERING COMPANY RESULTING FROM A COMPARISON BETWEEN THE SURVEY PREPARED FOR THIS PHASE 5 EXPANSION AND THE FIELD

DATA OBTAINED FROM THE SURVEY PREPARED WITH THE PHASE 4 PROJECT.

NORTH ARROW

STANDARD HCFCD NOTES FOR CONSTRUCTION DRAWINGS

1. OBTAIN AND COMPLY WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL PERMITS AND APPROVALS, WITH ASSISTANCE FROM ENGINEER, IF

NECESSARY. OBTAIN PERMIT (CERTIFICATION) FROM HARRIS COUNTY ENGINEERS TO ENTER HARRIS COUNTY FLOOD CONTROL DISTRICT

RIGHT-OF-WAY.

2. NOTIFY THE HARRIS COUNTY FLOOD CONTROL DISTRICT'S DEVELOPMENT COORDINATION AND INSPECTION DEPARTMENT IN WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. SUBMIT THE HCFCD 48 HOUR PRE-CONSTRUCTION NOTIFICATION FORM, A COPY OF THE APPROVED CONSTRUCTION DRAWINGS, AND A COPY OF THE CORPS OF ENGINEERS INDIVIDUAL SECTION 404 PERMIT OR COMPLIANCE WITH NATIONWIDE PERMIT, IF APPLICABLE, TO HCFCD, 9900 NORTHWEST FREEWAY, HOUSTON, TEXAS 77092, ATTN: DEVELOPMENT COORDINATION AND INSPECTION DEPT. BY HAND DELIVERY, BY EMAIL DCID@HCFCD.ORG, OR FAX TO 713-684-4129 (FAX NUMBER).

3. ENGINEER SHALL SUBMIT CERTIFICATION LETTER AND RECORD DRAWINGS TO THE HARRIS COUNTY FLOOD CONTROL DISTRICT'S DEVELOPMENT COORDINATION AND INSPECTION SECTION REQUESTING INSPECTION OF ITEMS CONSTRUCTED IN HARRIS COUNTY FLOOD CONTROL DISTRICT RIGHT-OF-WAY. PRIOR TO REQUESTING INSPECTION, THE DRAINAGE RIGHT-OF-WAY AND/OR EASEMENTS SHALL BE STAKED AND FLAGGED.

4. PROTECT, MAINTAIN, AND RESTORE EXISTING BACKSLOPE DRAINAGE SYSTEMS.

5. BACKSLOPE SWALE AND INTERCEPTOR STRUCTURE ELEVATIONS AND LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. FINAL ELEVATIONS AND

LOCATIONS SHALL BE FIELD VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION.

6. ESTABLISH TURF GRASS ON ALL DISTURBED AREAS WITHIN THE CHANNEL OR DETENTION RIGHT-OF-WAY IN ACCORDANCE WITH THE MOST RECENT

HARRIS COUNTY FLOOD CONTROL DISTRICT STANDARD SPECIFICATIONS BOOK.

7. PERFORM ALL ACTIVITIES WITHIN HARRIS COUNTY FLOOD CONTROL DISTRICT RIGHT-OF-WAY IN ACCORDANCE WITH THE MOST RECENT HARRIS

COUNTY FLOOD CONTROL DISTRICT STANDARD SPECIFICATIONS BOOK.

8. EXCAVATE CHANNEL FLOWLINE TO DESIGN ELEVATION AS SHOWN ON PLANS AND DOWNSTREAM, AS NECESSARY, TO ENSURE NO WATER REMAINS IN THE FACILITY (STORM SEWER, LATERAL CHANNEL, OR DRY BOTTOM DETENTION BASIN) DURING NORMAL WATER SURFACE CONDITIONS IN THE CHANNEL, SO THE FACILITY WILL FUNCTION AS INTENDED. FOR WET BOTTOM DETENTION BASINS, ENSURE NO WATER IS ABOVE THE DESIGN LEVEL IN

THE WET BOTTOM DURING NORMAL WATER SURFACE CONDITIONS IN THE CHANNEL.

9. MAINTAIN FLOW IN CHANNEL DURING CONSTRUCTION AND RESTORE CHANNEL TO ORIGINAL CONDITION.

10. REMOVE ALL EXCAVATED MATERIAL FROM THE HARRIS COUNTY FLOOD CONTROL DISTRICT OR DRAINAGE RIGHT-OF-WAY. NO FILL IS TO BE PLACED WITHIN A DESIGNATED FLOOD PLAIN AREA WITHOUT FIRST OBTAINING A FILL PERMIT FROM THE APPROPRIATE JURISDICTIONAL AUTHORITY.

DEMOLISHED

EXISTING

PROPOSED / NEWEXISTING

TO REMAIN

AutoCAD SHX Text 8" W/M

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INV

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8" SAN. SEW.

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15" HDPE

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XXXX

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DETAIL #

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SHEET REFERENCE

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TO REMAIN

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8" SAN

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15" CPP

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EX.

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CP # 1 - 3/4" IR W/CAP AT SHELTER D

GILPIN ENGINEERING

GPS CONTROL POINTS

NORTHING

EASTING ELEVATION

93.21

CP # 2 -XMARK-CURB-INLET AT SHELTER-C

13902135.72 3094156.46

13903117.39 3093592.39 94.06

13903102.55 3094865.86 89.63

CP # 3 - 3/4" IR W/CAP BY THE POND

13904573.33 3094883.97 94.18

CP # 4 - 3/4" IR W/CAP ON ALDINE WEST ROAD

13902694.67 3091662.65 97.74

CP # 5 - 1/2" IR W/CAP ON MILITARY DRIVE

CP # 6 -XMARK-CURB-INLET ON PARKING LOT 13902260.85 3092129.13 96.13

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 BJS ACS

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

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

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442

VL100

OVERALL EXISTING CONDITIONS

PLAN

NOTE:

1. OUTLINES OF EXISTING BURIAL SECTIONS ARE APPROXIMATE LOCATIONS GATHERED FROM HOUSTON NATIONAL CEMETERY RECORD DRAWINGS.

2. BASIS OF BEARING: GPS NAD83/NAVD88 TEXAS STATE PLANE 4204 COORDINATES, GRID

3. HORIZONTAL AND VERTICAL CONTROL DATUM:

NAD83/NAVD88, TEXAS STATE PLANE 4204 COORDINATES, GRID

GRAPHIC LEGEND:

EXISTING PROPERTY LINE

EXISTING POND

EXISTING WETLAND

EXISTING BURIAL SECTION

COLUMBARIUM WALL

GPS CONTROL POINTS

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CP# 3

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CP# 1

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CP# 2

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CP# 4

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CP# 5

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CP# 6

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18" HDPE (NFV)

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STD HW INV.=95.00

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4" HDPE (NFV)

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AutoCAD SHX Text EX. TOPO BELOW PERMANENT POOL ELEVATION AT TIME OF FIELD SURVEY BASED ON VA PROJECT #851CM2043 RECORD DOCUMENTS

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70' EXISTING HCFCD DRAINAGE EASEMENT VOL. 7245 PG. 369 H.C.C.F. NO. C733206

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HCFCD UNIT NO. P118-31-00

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36' EXISTING PUBLIC DRAINAGE EASEMENT VOL. 232 PG. 11 H.C.C.F. NO. E639188

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64' EXISTING HCFCD DRAINAGE EASEMENT VOL. 7245 PG 369 H.C.C.F. NO. C733206

AutoCAD SHX Text 36' EXISTING PUBLIC DRAINAGE EASEMENT VOL. 232 PG. 11 H.C.C.F. NO. E639188232 PG. 11 H.C.C.F. NO. E639188

AutoCAD SHX Text 64' EXISTING HCFCD DRAINAGE EASEMENT VOL. 7245 PG 369 H.C.C.F. NO. C7332067245 PG 369 H.C.C.F. NO. C733206

AutoCAD SHX Text 40' EXISTING HCFCD DRAINAGE EASEMENT VOL. 3580 PG 454 H.C.C.F. NO. 52112A3580 PG 454 H.C.C.F. NO. 52112A

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HCFCD UNIT NO. P118-31-02

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60' EXISTING PUBLIC DRAINAGE EASEMENT VOL 686 PG 580 H.C.C.F. NO. RP-2018-465141

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EXISTING STORM SEWER OUTFALL HC PROJECT# 2008130

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90.90' FL 15" CPP

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15" CPP

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CURB INLET 96.81' TOP 91.32' (S) FL 15" CPP 91.34' (N) FL 12" CPP

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DROP INLET RIM ELEVATION 96.21' 92.8' OUT (S) FL 18" R.C.P.

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VETERANS MEMORIAL DRIVE

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OAK ST

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WOODLAWN

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PINE ST

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MILITARY BLVD

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THOMAS

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CIRCLE

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FREEDOM STREET

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PATRIOT DRIVE

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VETERANS

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CIRCLE

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MEMORIAL DR

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MILITARY

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JESTER BLVD

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ALDINE WESTERN ROAD

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HEMICYCLE

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LAKESIDE

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BLVD

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EXISTING PUMP STATION

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EXISTING CHAIN LINK FENCE

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EXISTING CHAIN LINK FENCE

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EXISTING BUILDINGS

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EXISTING BARBED WIRE FENCE

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IRRIGATION/ DETENTION POND 'A' HC PERMIT# 2008130

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IRRIGATION/ DETENTION POND 'B' HC PERMIT# 2008130

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IRRIGATION/ DETENTION POND 'C' HC PERMIT# 2008130

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GRAPHICAL SCALE: 1" = 200'

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C-XX

CP# X

1+87

C F O

K C

E J

P E

VETERANS MEMORIAL DRIVE

OAK ST

WOODLAWNPI

S T

MILITARY

BLVD

THOMAS

CIRCLE

FREEDOM STREET

PATRIOT DRIVE

VETERANS CIRCLE MEMORIAL DR

MILITARY

ALDINE WESTERN ROAD

LAKESIDE

BLVD

T.C

EXTENSION

MEMORIAL DRIVE

NEW

ENTRANCE

ROAD

NEW ROAD 'A'

NEWTRAFFICCIRCLE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 BJS ACS

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

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

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442

OVERALL SITE DEVELOPMENT PLAN

GI100

GRAPHIC LEGEND:

EXISTING PROPERTY LINE

A PAVEMENT MILL AND OVERLAY

NEW GENERATORS

· GENERATOR PAD

· GENERATOR AND DIESEL TANK

ADA DECTABLE WARNING AND RAMP

INSTALLATION AT PEDESTRIAN POINTS OF

ENTRY INTO VEHICULAR TRAFFIC

FULL DEPTH PAVEMENT RECONSTRUCTION

INCLUDING REPLACEMENT OF CURB AND

GUTTER

CHAIN LINK FENCE

ORNAMENTAL FENCE AND ENTRY GATE

COMMITTAL SHELTER A

· GUTTER AND DRAINAGE REPAIR

· CONCRETE REPLACEMENT

COMMITTAL SHELTER D

· GUTTER AND DRAINAGE REPAIR

· REAR ACCESS DRIVE

· FAN

· CEILING REPAIRS

CHAPEL RENOVATION

· INTERIOR RENOVATIONS

· BATHROOM RENOVATIONS

COMMITTAL SHELTER B

· GUTTER AND DRAINAGE REPAIR

· CONCRETE REPLACEMENT

COMMITTAL SHELTER C

· ADA DETECTABLE WARNING AND RAMP

INSTALLATION AT PEDESTRIAN POINTS OF ENTRY

INTO VEHICULAR TRAFFIC

· REGRADE EXISTING ACCESSIBILITY PATH TO

MEET ADA REQUIREMENTS

· REPAIR/REPLACE SLAB AND/OR EXPANSION

JOINTS TO ACHIEVE POSITIVE DRAINAGE

KEY NOTE LEGEND:

NEW TRAFFIC CIRCLE

COLUMBARIUM/MEMORIAL

WALLS/OSSUARY

PRE-PLACED DOUBLE DEPTH CRYPT

SECTIONS

GREEN BURIAL SECTION

· INSTALL SIDE WALK EXTENSION

OVERSIZED PRE-PLACED

DOUBLE-DEPTH CRYPT SECTION

MEMORIAL DRIVE EXTENSION

HEMICYCLE REPAIR

· REPAIR EXTERIOR PRECAST CONCRETE

ARCHITECTURAL PANELS

· REPAIR AND CLEAN SURFACE CONCRETE

KEY NO. DESCRIPTION

PHASE 5 DEVELOPMENT

CONSTRUCTION AREAS

NEW ROAD "A"U

NEW ENTRANCE ROADV

O IN-GROUND CREMAINS SECTION

GIS/GPS SYSTEM EQUIPMENT

· RACK TO BE MOUNTED ADJACENT TO

EXISTING RACK IN NETWORK/JANITORIAL

CLOSET.

· ANTENNA CABLE SHALL BE RUN THROUGH

EXISTING CONDUIT RUN AND WALL HOLES.

· ANTENNA TO BE MOUNTED ON ROOF

IRRIGATION WELL

· INSTALL IRRIGATION WELL

STORMWATER CONTROL

· EXPANDED POND

· NEW EQUALIZATION PIPES BETWEEN PONDS

· STORM SEWER REPAIR/REPLACEMENT

CONTRACTOR YARD/STAGING AREA

· GRAVEL/FENCED CONTRACTOR AREA

· RE TRAILER

· CONTRACTOR TRAILER

· FENCED STAGING AREA

GRAVEL DRIVES

· INSTALL NEW GRAVEL DRIVES

PAVEMENT MILL AND

OVERLAY

FULL DEPTH PAVEMENT

RECONSTRUCTION

GRAVEL DRIVE

ASPHALT PAVEMENT

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File details come from the government source that posted it. Updated Jul 10, 2020.