36C10F19R0056-005.pdf
PDF Posted
- Solicitation number
- 36C10F19R0056
About this file
This revised pre-solicitation notice provides details for an upcoming solicitation seeking design-build construction services for the Jefferson Barracks National Cemetery Phase 5 Expansion project located in St. Louis, Missouri. The Department of Veterans Affairs intends to issue the solicitation on January 7, 2020 as a 100% small business set-aside for Service Disabled Veteran Owned Small Businesses. Offerors must be registered in the System for Award Management and Vendor Information Pages. The solicitation number will be 36C10F19R0056. Interested parties should monitor the beta.sam.gov website for the issuance of the request for proposals and any subsequent amendments, which will be provided in electronic format only. The point of contact for any questions is Jeff Gerbensky of the VA Office of Construction and Facilities Management.
36C10F19R0056 S02 JBNC_BID DOCUMENTS_10.31.2019_Part1.pdf
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Other files
| File | Type | Posted |
|---|---|---|
| 36C10F19R0056-0002006.pdf | ||
| 36C10F19R0056-0002001.pdf | ||
| 36C10F19R0056-0002005.dwg | DWG drawing | |
| 36C10F19R0056-0002000.docx | DOCX document | |
| 36C10F19R0056-0002002.dwg | DWG drawing | |
| 36C10F19R0056-0002003.pdf | ||
| 36C10F19R0056-0002004.dwg | DWG drawing | |
| 36C10F19R0056-0001005.pdf | ||
| 36C10F19R0056-0001003.docx | DOCX document | |
| 36C10F19R0056-0001004.pdf | ||
| 36C10F19R0056-0001000.docx | DOCX document | |
| 36C10F19R0056-0001006.docx | DOCX document | |
| 36C10F19R0056-0001001.docx | DOCX document | |
| 36C10F19R0056-0001002.docx | DOCX document | |
| 36C10F19R0056-008.pdf | ||
| 36C10F19R0056-002.docx | DOCX document | |
| 36C10F19R0056-003.docx | DOCX document | |
| 36C10F19R0056-009.pdf | ||
| 36C10F19R0056-006.pdf | ||
| 36C10F19R0056-007.pdf | ||
| 36C10F19R0056-004.docx | DOCX document | |
| 36C10F19R0056-001.docx | DOCX document |
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John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
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A
B
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21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY EXPANSION
PHASE 5 A & B
2900 Sheridan Rd, St. Louis, MO Project Director
OCTOBER 31, 2019Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202
Fort Collins, CO 80525-3196 PW
657PC2313.23M
ofDwg.
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
828-315-9962
Corp. License - 2019014628
MSD PROJECT NUMBER: 19MSD-00241
MSD BASEMAP: 30H2 AND 30G
COVER SHEET
1 81
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AutoCAD SHX Text Jefferson Barracks National Cemetery
AutoCAD SHX Text October 31, 2019
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PROJECT NUMBER: 657PC2313.23M
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DEPARTMENT OF VETERANS AFFAIRS
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%%UOWNER
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NATIONAL CEMETERY ADMINISTRATION
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%%USHEET INDEX
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%%UGENERAL NOTES
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%%UPROJECT TEAM
AutoCAD SHX Text NAME ROLE ROLE JG&A LANDSCAPE ARCHITECT-LEAD DESIGNER LANDSCAPE ARCHITECT-LEAD DESIGNER Atriax Group CIVIL/STRUCTURAL ENGINEER-SUBCONSULTANT CIVIL/STRUCTURAL ENGINEER-SUBCONSULTANT GLMV ARCHITECT - SUBCONSULTANT ARCHITECT - SUBCONSULTANT HOSS & BROWN MEP ENGINEER - SUBCONSULTANT MEP ENGINEER - SUBCONSULTANT KH ENGINEERING GROUP STRUCTURAL ENGINEER - SUBCONSULTANT STRUCTURAL ENGINEER - SUBCONSULTANT Wood CEMETERY DESIGN -SUBCONSULTANT CEMETERY DESIGN -SUBCONSULTANT Aqua Engineering Inc IRRIGATION DESIGNER-SUBCONSULTANTIRRIGATION DESIGNER-SUBCONSULTANT
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NORTH
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REGIONAL LOCATION MAP NOT TO SCALE
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AutoCAD SHX Text Cemetery Expansion Phase 5 A & B
AutoCAD SHX Text SHEET DWG. DRAWING TITLE DWG. DRAWING TITLE DRAWING TITLE 1 G-101 COVER SHEET G-101 COVER SHEET COVER SHEET 2 V-101 OVERALL TOPOGRAPHICAL SURVEY V-101 OVERALL TOPOGRAPHICAL SURVEY OVERALL TOPOGRAPHICAL SURVEY 3 V-102 TOPOGRAPHICAL SURVEY 1 OF 3 V-102 TOPOGRAPHICAL SURVEY 1 OF 3 TOPOGRAPHICAL SURVEY 1 OF 3 4 V-103 TOPOGRAPHICAL SURVEY 2 OF 3 V-103 TOPOGRAPHICAL SURVEY 2 OF 3 TOPOGRAPHICAL SURVEY 2 OF 3 5 V-104 TOPOGRAPHICAL SURVEY 3 OF 3 V-104 TOPOGRAPHICAL SURVEY 3 OF 3 TOPOGRAPHICAL SURVEY 3 OF 3 6 B-101 OVERALL EXISTING CONDITIONS B-101 OVERALL EXISTING CONDITIONS OVERALL EXISTING CONDITIONS 7 B-102 EXISTING CONDITIONS 1 OF 3 B-102 EXISTING CONDITIONS 1 OF 3 EXISTING CONDITIONS 1 OF 3 8 B-103 EXISTING CONDITIONS 2 OF 3 B-103 EXISTING CONDITIONS 2 OF 3 EXISTING CONDITIONS 2 OF 3 9 B-104 EXISTING CONDITIONS 3 OF 3 B-104 EXISTING CONDITIONS 3 OF 3 EXISTING CONDITIONS 3 OF 3 10 C-001 ABBREVIATIONS, DEMOLITION NOTES, EROSION CONTROL NOTES C-001 ABBREVIATIONS, DEMOLITION NOTES, EROSION CONTROL NOTES ABBREVIATIONS, DEMOLITION NOTES, EROSION CONTROL NOTES 11 CD101 DEMOLITION PLAN 1 OF 3 CD101 DEMOLITION PLAN 1 OF 3 DEMOLITION PLAN 1 OF 3 12 CD102 DEMOLITION PLAN 2 OF 3 CD102 DEMOLITION PLAN 2 OF 3 DEMOLITION PLAN 2 OF 3 13 CD103 DEMOLITION PLAN 3 OF 3 CD103 DEMOLITION PLAN 3 OF 3 DEMOLITION PLAN 3 OF 3 14 C-101 OVERALL SITE PLAN C-101 OVERALL SITE PLAN OVERALL SITE PLAN 15 C-102 ENLARGED SITE PLAN 1 OF 3 C-102 ENLARGED SITE PLAN 1 OF 3 ENLARGED SITE PLAN 1 OF 3 16 C-103 ENLARGED SITE PLAN 2 OF 3 C-103 ENLARGED SITE PLAN 2 OF 3 ENLARGED SITE PLAN 2 OF 3 17 C-104 ENLARGED SITE PLAN 3 OF 3 C-104 ENLARGED SITE PLAN 3 OF 3 ENLARGED SITE PLAN 3 OF 3 18 C-105 CONSTRUCTION SEQUENCING AND PHASING PLAN C-105 CONSTRUCTION SEQUENCING AND PHASING PLAN CONSTRUCTION SEQUENCING AND PHASING PLAN 19 C-201 ROAD 'A' PLAN AND PROFILE C-201 ROAD 'A' PLAN AND PROFILE ROAD 'A' PLAN AND PROFILE 20 C-202 ROAD 'B' PLAN AND PROFILE C-202 ROAD 'B' PLAN AND PROFILE ROAD 'B' PLAN AND PROFILE 21 C-203 ROAD 'C' PLAN AND PROFILE C-203 ROAD 'C' PLAN AND PROFILE ROAD 'C' PLAN AND PROFILE 22 CG101 EROSION AND SEDIMENTATION PLAN AREA 1 CG101 EROSION AND SEDIMENTATION PLAN AREA 1 EROSION AND SEDIMENTATION PLAN AREA 1 23 CG102 EROSION AND SEDIMENTATION PLAN AREA 2 CG102 EROSION AND SEDIMENTATION PLAN AREA 2 EROSION AND SEDIMENTATION PLAN AREA 2 24 CG103 EROSION AND SEDIMENTATION PLAN AREA 3 CG103 EROSION AND SEDIMENTATION PLAN AREA 3 EROSION AND SEDIMENTATION PLAN AREA 3 25 CG104 GRADING, DRAINAGE AND UTILITY AREA 1 CG104 GRADING, DRAINAGE AND UTILITY AREA 1 GRADING, DRAINAGE AND UTILITY AREA 1 26 CG105 GRADING, DRAINAGE AND UTILITY AREA 2 CG105 GRADING, DRAINAGE AND UTILITY AREA 2 GRADING, DRAINAGE AND UTILITY AREA 2 27 CG106 GRADING, DRAINAGE AND UTILITY AREA 3 CG106 GRADING, DRAINAGE AND UTILITY AREA 3 GRADING, DRAINAGE AND UTILITY AREA 3 28 CG201 STORM SEWER PROFILES 1 OF 2 CG201 STORM SEWER PROFILES 1 OF 2 STORM SEWER PROFILES 1 OF 2 29 CG202 STORM SEWER PROFILES 2 OF 2 CG202 STORM SEWER PROFILES 2 OF 2 STORM SEWER PROFILES 2 OF 2 30 CG501 EROSION CONTROL DETAILS CG501 EROSION CONTROL DETAILS EROSION CONTROL DETAILS 31 CG502 SITE DETAILS 1 OF 4 CG502 SITE DETAILS 1 OF 4 SITE DETAILS 1 OF 4 32 CG503 SITE DETAILS 2 OF 4 CG503 SITE DETAILS 2 OF 4 SITE DETAILS 2 OF 4 33 CG504 SITE DETAILS 3 OF 4 CG504 SITE DETAILS 3 OF 4 SITE DETAILS 3 OF 4 34 CG505 SITE DETAILS 4 OF 4 CG505 SITE DETAILS 4 OF 4 SITE DETAILS 4 OF 4 35 CG506 BIORETENTION BASIN DETAILS CG506 BIORETENTION BASIN DETAILS BIORETENTION BASIN DETAILS 36 CG601 WATER QUALITY PLAN CG601 WATER QUALITY PLAN WATER QUALITY PLAN 37 CG602 DRAINAGE AREA MAP FOR PIPE HYDRAULICS CG602 DRAINAGE AREA MAP FOR PIPE HYDRAULICS DRAINAGE AREA MAP FOR PIPE HYDRAULICS 38 LS101 GRAVESITE BURIAL SITE PLAN 1 OF 2 LS101 GRAVESITE BURIAL SITE PLAN 1 OF 2 GRAVESITE BURIAL SITE PLAN 1 OF 2 39 LS102 GRAVESITE BURIAL SITE PLAN 2 OF 2 LS102 GRAVESITE BURIAL SITE PLAN 2 OF 2 GRAVESITE BURIAL SITE PLAN 2 OF 2 40 LS301 GRAVESITE BURIAL NUMBERING PLAN 1 OF 3 LS301 GRAVESITE BURIAL NUMBERING PLAN 1 OF 3 GRAVESITE BURIAL NUMBERING PLAN 1 OF 3 41 LS302 GRAVESITE BURIAL NUMBERING PLAN 2 OF 3 LS302 GRAVESITE BURIAL NUMBERING PLAN 2 OF 3 GRAVESITE BURIAL NUMBERING PLAN 2 OF 3 42 LS303 GRAVESITE BURIAL NUMBERING PLAN 3 OF 3 LS303 GRAVESITE BURIAL NUMBERING PLAN 3 OF 3 GRAVESITE BURIAL NUMBERING PLAN 3 OF 3 43 LS501 GRAVESITE DETAILS 1 OF 2 LS501 GRAVESITE DETAILS 1 OF 2 GRAVESITE DETAILS 1 OF 2 44 LS502 GRAVESITE DETAILS 2 OF 2 LS502 GRAVESITE DETAILS 2 OF 2 GRAVESITE DETAILS 2 OF 2 45 L-101 LANDSCAPE PLAN AREA 1 OF 3 L-101 LANDSCAPE PLAN AREA 1 OF 3 LANDSCAPE PLAN AREA 1 OF 3 46 L-102 LANDSCAPE PLAN AREA 2 OF 3 L-102 LANDSCAPE PLAN AREA 2 OF 3 LANDSCAPE PLAN AREA 2 OF 3
AutoCAD SHX Text A. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE LAWS, ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE LAWS, ORDINANCES AND CODES. B. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY APPLICABLE PERMITS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY APPLICABLE PERMITS. C. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE INDIVIDUAL THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE INDIVIDUAL CONTRACT DOCUMENTS AND AT ONCE REPORT IN WRITING TO THE CO/COR ANY DISCREPANCIES. THE CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY THE DOCUMENTS AND IMMEDIATELY REPORT ANY DISCREPANCIES. D. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION EFFORTS WITH SPECIFICATIONS AND THE CO/COR'S REQUIREMENTS. E. THE GOVERNMENT DOES NOT EXPECT TO FIND HAZARDOUS MATERIALS ON THE GOVERNMENT DOES NOT EXPECT TO FIND HAZARDOUS MATERIALS ON SITE. HAZARDOUS MATERIAL MAY NOT NEED TO BE REMOVED. SHOULD SUCH MATERIAL BE FOUND DURING CONSTRUCTION CONTRACTOR SHALL NOTIFY THE CO/COR FOR INSTRUCTIONS FOR REMOVAL IF NECESSARY. F. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROPOSED CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROPOSED POINTS OF CONNECTION (POC) LOCATIONS. REPORT ANY DISCREPANCIES TO THE CO/COR IMMEDIATELY AND CONTINUE WITH OTHER WORK UNTIL NOTIFIED DIFFERENTLY. G. WASTE MATERIALS ENCOUNTERED IN THE WORK SHALL BE LEGALLY DISPOSED WASTE MATERIALS ENCOUNTERED IN THE WORK SHALL BE LEGALLY DISPOSED OF OFF SITE BY CONTRACTOR. H. PROTECT TREES AND OTHER NATURAL FEATURES TO REMAIN. PROTECT TREES AND OTHER NATURAL FEATURES TO REMAIN. I. PROTECT EXISTING LANDSCAPING, IRRIGATION, BENCH MARKS, UTILITIES, PROTECT EXISTING LANDSCAPING, IRRIGATION, BENCH MARKS, UTILITIES, SIDEWALKS, PAVING AND CURBS FROM EQUIPMENT, VEHICULAR TRAFFIC AND GENERAL CONSTRUCTION ACTIVITIES. DAMAGED ITEMS INTENDED TO REMAIN SHALL BE REPLACED OR REPAIRED AT NO EXPENSE TO THE GOVERNMENT. J. NOTIFY CO/COR OF UNEXPECTED CONDITIONS AND DISCONTINUE AFFECTED NOTIFY CO/COR OF UNEXPECTED CONDITIONS AND DISCONTINUE AFFECTED WORK IN THE AREA UNTIL NOTIFIED TO RESUME OPERATIONS.
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ONE CALL: 1-800-DIG-RITE OR 8111-800-DIG-RITE OR 811
AutoCAD SHX Text SECTION NO. PPC IGC ACREAGE PPC IGC ACREAGE PPC IGC ACREAGE IGC ACREAGE ACREAGE 1RR 3'x8' 936 0.57 3'x8' 936 0.57 936 0.57 0.57 1SS 3'x8' 1,524 0.95 3'x8' 1,524 0.95 1,524 0.95 0.95 1TT 3'X8' 1,586 0.92 3'X8' 1,586 0.92 1,586 0.92 0.92 1UU 3'X8' 1,522 0.94 3'X8' 1,522 0.94 1,522 0.94 0.94 1VV 4'X4' 377 0.16 4'X4' 377 0.16 377 0.16 0.16 0.16 1WW 4'x4' 296 0.13 4'x4' 296 0.13 296 0.13 0.13 0.13 SUBTOTAL 5,568 673 3.67 5,568 673 3.67 673 3.67 3.67 3.67 TOTAL GRAVESITES 6,241
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%%UGRAVESITE SUMMARY
AutoCAD SHX Text SHEET DWG. DRAWING TITLE DWG. DRAWING TITLE DRAWING TITLE 47 L-103 LANDSCAPE PLAN AREA 3 OF 3 L-103 LANDSCAPE PLAN AREA 3 OF 3 LANDSCAPE PLAN AREA 3 OF 3 48 L-104 BIORETENTION BASIN PLANTING L-104 BIORETENTION BASIN PLANTING BIORETENTION BASIN PLANTING 49 L-501 LANDSCAPE DETAILS 1 OF 3 L-501 LANDSCAPE DETAILS 1 OF 3 LANDSCAPE DETAILS 1 OF 3 50 L-502 LANDSCAPE DETAILS 2 OF 3 L-502 LANDSCAPE DETAILS 2 OF 3 LANDSCAPE DETAILS 2 OF 3 51 L-503 LANDSCAPE DETAILS 3 OF 3 L-503 LANDSCAPE DETAILS 3 OF 3 LANDSCAPE DETAILS 3 OF 3 52 S-001 GENERAL STRUCTURAL NOTES S-001 GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES 53 S-101 RETAINING WALL 1 PLAN S-101 RETAINING WALL 1 PLAN RETAINING WALL 1 PLAN 54 S-102 RETAINING WALL 2 PLAN S-102 RETAINING WALL 2 PLAN RETAINING WALL 2 PLAN 55 S-103 RETAINING WALL 3 PLAN S-103 RETAINING WALL 3 PLAN RETAINING WALL 3 PLAN 56 S-401 RETAINING WALL 1 ELEVATIONS S-401 RETAINING WALL 1 ELEVATIONS RETAINING WALL 1 ELEVATIONS 57 S-402 RETAINING WALL 2 ELEVATIONS S-402 RETAINING WALL 2 ELEVATIONS RETAINING WALL 2 ELEVATIONS 58 S-403 RETAINING WALL 3 ELEVATIONS S-403 RETAINING WALL 3 ELEVATIONS RETAINING WALL 3 ELEVATIONS 59 S-501 RETAINING WALL DETAILS 1 OF 5 S-501 RETAINING WALL DETAILS 1 OF 5 RETAINING WALL DETAILS 1 OF 5 60 S-502 RETAINING WALL DETAILS 2 OF 5 S-502 RETAINING WALL DETAILS 2 OF 5 RETAINING WALL DETAILS 2 OF 5 61 S-503 RETAINING WALL DETAILS 3 OF 5 S-503 RETAINING WALL DETAILS 3 OF 5 RETAINING WALL DETAILS 3 OF 5 62 S-504 RETAINING WALL DETAILS 4 OF 5 S-504 RETAINING WALL DETAILS 4 OF 5 RETAINING WALL DETAILS 4 OF 5 63 S-505 RETAINING WALL DETAILS 5 OF 5 S-505 RETAINING WALL DETAILS 5 OF 5 RETAINING WALL DETAILS 5 OF 5 64 IR001 IRRIGATION NOTES AND LEGEND IR001 IRRIGATION NOTES AND LEGEND IRRIGATION NOTES AND LEGEND 65 IR101 IRRIGATION CONCEPT 1 OF 3 IR101 IRRIGATION CONCEPT 1 OF 3 IRRIGATION CONCEPT 1 OF 3 66 IR102 IRRIGATION CONCEPT 2 OF 3 IR102 IRRIGATION CONCEPT 2 OF 3 IRRIGATION CONCEPT 2 OF 3 67 IR103 IRRIGATION CONCEPT 3 OF 3 IR103 IRRIGATION CONCEPT 3 OF 3 IRRIGATION CONCEPT 3 OF 3 68 IR501 IRRIGATION DETAILS 1 OF 3 IR501 IRRIGATION DETAILS 1 OF 3 IRRIGATION DETAILS 1 OF 3 69 IR502 IRRIGATION DETAILS 2 OF 3 IR502 IRRIGATION DETAILS 2 OF 3 IRRIGATION DETAILS 2 OF 3 70 IR503 IRRIGATION DETAILS 3 OF 3 IR503 IRRIGATION DETAILS 3 OF 3 IRRIGATION DETAILS 3 OF 3 71 CA101 RESTROOM SITE PLAN CA101 RESTROOM SITE PLAN RESTROOM SITE PLAN 72 SA001 GENERAL NOTES SA001 GENERAL NOTES GENERAL NOTES 73 SA002 TYPICAL DETAILS SA002 TYPICAL DETAILS TYPICAL DETAILS 74 SA101 FOUNDATION PLAN, FRAMING PLAN & SECTIONS SA101 FOUNDATION PLAN, FRAMING PLAN & SECTIONS FOUNDATION PLAN, FRAMING PLAN & SECTIONS 75 AA001 NOTES, SYMBOLS & LIFE SAFETY PLAN AA001 NOTES, SYMBOLS & LIFE SAFETY PLAN NOTES, SYMBOLS & LIFE SAFETY PLAN 76 AA101 PLANS, ELEVATIONS & SECTION AA101 PLANS, ELEVATIONS & SECTION PLANS, ELEVATIONS & SECTION 77 AA102 WALL SECTIONS, DETAILS & SCHEDULES AA102 WALL SECTIONS, DETAILS & SCHEDULES WALL SECTIONS, DETAILS & SCHEDULES 78 AA103 INTERIOR PLANS, ELEVATIONS & SCHEDULES AA103 INTERIOR PLANS, ELEVATIONS & SCHEDULES INTERIOR PLANS, ELEVATIONS & SCHEDULES 79 MA101 MECHANICAL PLAN MA101 MECHANICAL PLAN MECHANICAL PLAN 80 PA101 PLUMBING PLAN PA101 PLUMBING PLAN PLUMBING PLAN 81 EA101 ELECTRICAL PLAN EA101 ELECTRICAL PLAN ELECTRICAL PLAN
AutoCAD SHX Text G-101
John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
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PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY EXPANSION
PHASE 5 A & B
2900 Sheridan Rd, St. Louis, MO Project Director
OCTOBER 31, 2019Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202
Fort Collins, CO 80525-3196
657PC2313.23M
ofDwg.
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
828-315-9962
Corp. License - 2019014628
MSD PROJECT NUMBER: 19MSD-00241
MSD BASEMAP: 30H2 AND 30G
MC CB
OVERALL TOPOGRAPHICAL
SURVEY
STUART
M. HAW III
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FIRE HYDRANT
AutoCAD SHX Text
STREET SIGN
AutoCAD SHX Text
UTILITY METER OR VALVE
AutoCAD SHX Text X
AutoCAD SHX Text G
AutoCAD SHX Text
UNDERGROUND GAS
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
INLET MANHOLE
AutoCAD SHX Text
POWER POLE & GUY
AutoCAD SHX Text
TREE
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
GRATE INLET
AutoCAD SHX Text
MANHOLE
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text W
AutoCAD SHX Text
UNDERGROUND WATER
AutoCAD SHX Text E
AutoCAD SHX Text
UNDERGROUND ELECTRIC
AutoCAD SHX Text T
AutoCAD SHX Text
UNDERGROUND TELEPHONE\COMMUNICATIONS
AutoCAD SHX Text
AutoCAD SHX Text
UNDERGROUND STEAM
AutoCAD SHX Text HORIZONTAL AND VERTICAL CONTROL WAS ESTABLISHED USING "TRIMBLE R8 GNSS" GPS EQUIPMENT, USING THE MoDOT CONTINUOUSLY OPERATING MIDWEST RTK NETWORK. HORIZONTAL CONTROL IS REPORTED IN NAD-83 (THE MISSOURI COORDINATE SYSTEM OF 1983, EAST ZONE) AND VERTICAL CONTROL IS REPORTED IN NAVD-88 FIELD WORK WAS PERFORMED DURING THE MONTH OF AUGUST AND SEPTEMBER 2018.
AutoCAD SHX Text
REFER TO ENLARGED SHEETS V-102 TO V-104 FOR DETAIL.
AutoCAD SHX Text
RIVER ROAD
AutoCAD SHX Text
VETERANS DRIVE
AutoCAD SHX Text
VETERANS DRIVE
AutoCAD SHX Text
MAINTENANCE DRIVE
AutoCAD SHX Text
VETERANS DRIVE
LT. BLASSIE DRIVE
Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY EXPANSION
PHASE 5 A & B
2900 Sheridan Rd, St. Louis, MO Project Director
OCTOBER 31, 2019Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202
Fort Collins, CO 80525-3196
657PC2313.23M
ofDwg.
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
828-315-9962
Corp. License - 2019014628
MSD PROJECT NUMBER: 19MSD-00241
MSD BASEMAP: 30H2 AND 30G
MC CB
TOPOGRAPHICAL SURVEY 1 OF 3
STUART
M. HAW III
NUMBER
LS-2382
S
T
A
IS
S
O
U
R
I
R
E
G
I
S
T
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R
E
D
L A N
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V
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Y
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AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
CONC. PAD
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVESTONE MARKER (TYPICAL)
AutoCAD SHX Text
GRAVESTONE MARKER (TYPICAL)
AutoCAD SHX Text
GRAVESTONE MARKER (TYPICAL)
AutoCAD SHX Text
GRAVEL DRIVE
AutoCAD SHX Text
GRAVESTONE MARKER (TYPICAL)
AutoCAD SHX Text
GRAVESTONE MARKER (TYPICAL)
AutoCAD SHX Text
DECORATIVE CONCRETE WALL
AutoCAD SHX Text
CONC. PAD (TYPICAL)
AutoCAD SHX Text
12" RCP
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MANHOLE TOP=470.90 FL 12" 458.70 FL 42" IN 459.40 FL 42" OUT 460.45
AutoCAD SHX Text
48" RCP
AutoCAD SHX Text
48" RCP
AutoCAD SHX Text
12" RCP
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12" RCP
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MANHOLE TOP=471.29 FL 12" 459.44 FL 18" IN 459.69
AutoCAD SHX Text
MANHOLE TOP=473.56 FL 12" 461.11 FL 10" IN 465.76
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
10" RCP
AutoCAD SHX Text
18" PVC
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
18" PVC
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MANHOLE TOP=473.22 FL=466.02
AutoCAD SHX Text
MANHOLE TOP=472.65 FL=460.42
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48" RCP
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12" RCP
AutoCAD SHX Text
24" RCP
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24" RCP
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GRATE INLET TOP=473.35 FL=469.25
AutoCAD SHX Text
GRATE INLET TOP=473.29 FL=464.64 FL 12" IN 468.46
AutoCAD SHX Text
GRATE INLET TOP=473.34 FL=464.24
AutoCAD SHX Text
GRATE INLET TOP=473.19 FL=464.76
AutoCAD SHX Text
MANHOLE TOP=473.29 FL=455.54 FL 27" IN 460.69
AutoCAD SHX Text
27" RCP
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
GRATE INLET TOP=489.40 FL=485.50
AutoCAD SHX Text
GRATE INLET TOP=493.51 FL=484.91
AutoCAD SHX Text
GRATE INLET TOP=493.52 FL IN 483.82 FL OUT 481.82
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
18" RCP
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12" RCP
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12" RCP
AutoCAD SHX Text
MANHOLE TOP=492.28 FL 12" 476.16
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
GRATE INLET TOP=515.35 FL=502.65
AutoCAD SHX Text
GRATE INLET TOP=513.19 FL=509.32
AutoCAD SHX Text
12" RCP
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12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
GRATE INLET TOP=511.80 FL=507.70
AutoCAD SHX Text
GRATE INLET TOP=504.71 FL 12" IN 498.71 FL 15" OUT 497.56
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
GRATE INLET TOP=509.78 FL=501.28
AutoCAD SHX Text
GRATE INLET TOP=508.14 FL=501.24
AutoCAD SHX Text
GRATE INLET TOP=509.78 FL 12" IN 501.04 FL 12" IN 500.61 FL 15" OUT 495.48
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
48" RCP
AutoCAD SHX Text
48" RCP
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
24" RCP UNABLE TO LOCATE CONNECTION
AutoCAD SHX Text
MANHOLE TOP=479.49 FL=462.79
AutoCAD SHX Text
MANHOLE TOP=480.84 FL=462.19
AutoCAD SHX Text
MANHOLE TOP=474.27 FL=464.97 FL 8" IN 465.32
AutoCAD SHX Text
8" PVC
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18" RCP
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24" RCP
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24" RCP
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12" RCP
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24" RCP
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12" RCP
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24" RCP
AutoCAD SHX Text
GRATE INLET TOP=473.86 FL=469.87
AutoCAD SHX Text
MANHOLE TOP=474.90 FL=465.45
AutoCAD SHX Text
GRATE INLET TOP=473.86 FL=469.87
AutoCAD SHX Text
GRATE INLET TOP=474.71 FL=471.26
AutoCAD SHX Text
MANHOLE TOP=476.55 FL=470.45
AutoCAD SHX Text
GRATE INLET TOP=477.14 FL=471.82
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
GRATE INLET TOP=520.10 FL=516.20
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
GRATE INLET TOP=523.56 FL=517.85 FL 8" S 520.56
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12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
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12" RCP
AutoCAD SHX Text
8" PVC
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GRATE INLET TOP=522.89 FL=518.77
AutoCAD SHX Text
GRATE INLET TOP=523.03 FL=518.25
AutoCAD SHX Text
GRATE INLET TOP=523.41 FL=518.54
AutoCAD SHX Text
GRATE INLET TOP=523.54 FL=519.75
AutoCAD SHX Text
COMMUNICATIONS BOX
AutoCAD SHX Text
COMMUNICATIONS BOX
AutoCAD SHX Text
TELEPHONE RISER
AutoCAD SHX Text
GRATE INLET TOP=511.44 FL 12" IN 506.74 FL 8" IN 503.54 FL 12" OUT 502.49
AutoCAD SHX Text
6' CHAINLINK FENCE
AutoCAD SHX Text
GRAVESTONE MARKER (TYPICAL)
AutoCAD SHX Text
VETERANS DR (ASPHALT)
AutoCAD SHX Text
GRAVESTONE MARKER (TYPICAL)
AutoCAD SHX Text
GRAVESTONE MARKER (TYPICAL)
AutoCAD SHX Text
CONC. PAD (TYPICAL)
AutoCAD SHX Text
GRAVESTONE MARKER (TYPICAL)
AutoCAD SHX Text
EXISTING EASEMENT
AutoCAD SHX Text
EXISTING EASEMENT
AutoCAD SHX Text
EXISTING EASEMENT
AutoCAD SHX Text
EXISTING EASEMENT
AutoCAD SHX Text
GRAVESTONE MARKER (TYPICAL)
AutoCAD SHX Text
VETERANS DR (ASPHALT)
AutoCAD SHX Text
LT BLAISSE DR (ASPHALT)
AutoCAD SHX Text
FLOWER WATERING STATION
AutoCAD SHX Text
IR
AutoCAD SHX Text
IR
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
CONC. PAD
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
CONC. PAD (TYPICAL)
AutoCAD SHX Text
ASPHALT PVMT
AutoCAD SHX Text
ASPHALT PVMT
AutoCAD SHX Text
ASPHALT PVMT
AutoCAD SHX Text
ASPHALT PVMT
AutoCAD SHX Text
JEFFERSON DR. (ASPHALT)
AutoCAD SHX Text
CONC. PVMT
AutoCAD SHX Text
BRICK BLDG.
AutoCAD SHX Text
STUCCO BLDG.
AutoCAD SHX Text
STUCCO BLDG.
AutoCAD SHX Text
ASPHALT PVMT
AutoCAD SHX Text
SHED
AutoCAD SHX Text
SHED
AutoCAD SHX Text
STEAM VAULT
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
6" VCP
AutoCAD SHX Text
GRATE TROUGH INLET TOP=506.70 FL=505.95
AutoCAD SHX Text
10" VCP
AutoCAD SHX Text
6" VCP
AutoCAD SHX Text
6" DIP
AutoCAD SHX Text
GRATE INLET TOP=521.95 FL 8" IN 515.95 FL 10" OUT 503.30
AutoCAD SHX Text
GRATE INLET TOP=509.07 FL 6" DIP IN 507.75 FL 6" VCP IN 503.00 BOTTOM=503.32
AutoCAD SHX Text
GRATE INLET TOP=508.91 BOTTOM=503.41
AutoCAD SHX Text
GRATE INLET (SILTED IN) TOP=505.49 TOP OF SILT=504.09
AutoCAD SHX Text
6" DIP
AutoCAD SHX Text
MANHOLE TOP=498.23 ENTER BY PERMIT ONLY
AutoCAD SHX Text
MANHOLE TOP=499.86 COULD NOT OPEN
AutoCAD SHX Text
12" VCP
AutoCAD SHX Text
CURB INLET TOP=500.44 FL=490.44
AutoCAD SHX Text
CURB INLET TOP=491.43 FL=489.68
AutoCAD SHX Text
8" VCP
AutoCAD SHX Text
POSSIBLE ELECTRIC MANHOLE AND UNDERGROUND ELECTRIC IN THIS AREA
AutoCAD SHX Text
TRANSFORMER
AutoCAD SHX Text
FUEL PUMPS
AutoCAD SHX Text
COMMUNICATIONS BOX
AutoCAD SHX Text
DETENTION POND
AutoCAD SHX Text
6' CHAINLINK FENCE
AutoCAD SHX Text
AREA UNDER CONSTRUCTION
AutoCAD SHX Text
AREA UNDER CONSTRUCTION
AutoCAD SHX Text
AREA UNDER CONSTRUCTION
AutoCAD SHX Text
8' CHAINLINK FENCE
AutoCAD SHX Text
8' CHAINLINK FENCE
AutoCAD SHX Text
8' CHAINLINK FENCE
AutoCAD SHX Text
6' TEMP. CONSTRUCTION FENCE
AutoCAD SHX Text
6' CHAINLINK FENCE
AutoCAD SHX Text
6' CHAINLINK FENCE
AutoCAD SHX Text
6' TEMP. CONSTRUCTION FENCE
AutoCAD SHX Text
BLDG 48
AutoCAD SHX Text
BLDG 7
AutoCAD SHX Text
CONC. PAD (TYPICAL)
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
BLDG 8
AutoCAD SHX Text
BLDG 7
AutoCAD SHX Text
MAINTENANCE ROAD
AutoCAD SHX Text
MATCHLINE - SHEET V-104
AutoCAD SHX Text
KEY MAP
AutoCAD SHX Text 0'
AutoCAD SHX Text 1"=30'-0"
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
AutoCAD SHX Text 40'
AutoCAD SHX Text 30'
AutoCAD SHX Text 50'
AutoCAD SHX Text 60'
AutoCAD SHX Text V-103
AutoCAD SHX Text V-102
AutoCAD SHX Text V-104
AutoCAD SHX Text
FUTURE PHASE
AutoCAD SHX Text
FUTURE PHASE
AutoCAD SHX Text V-102
AutoCAD SHX Text X
AutoCAD SHX Text
CONTROL POINT
AutoCAD SHX Text
VENT
AutoCAD SHX Text
HOUSE VENT
AutoCAD SHX Text
MAIL BOX
AutoCAD SHX Text
LIGHT STANDARD
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
STREET SIGN
AutoCAD SHX Text
UTILITY METER OR VALVE
AutoCAD SHX Text X
AutoCAD SHX Text G
AutoCAD SHX Text
UNDERGROUND GAS
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
INLET MANHOLE
AutoCAD SHX Text
POWER POLE & GUY
AutoCAD SHX Text
TREE
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
GRATE INLET
AutoCAD SHX Text
MANHOLE
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text W
AutoCAD SHX Text
UNDERGROUND WATER
AutoCAD SHX Text E
AutoCAD SHX Text
UNDERGROUND ELECTRIC
AutoCAD SHX Text T
AutoCAD SHX Text
UNDERGROUND TELEPHONE\COMMUNICATIONS
AutoCAD SHX Text
AutoCAD SHX Text
UNDERGROUND STEAM
AutoCAD SHX Text
CURB AND GUTTER
AutoCAD SHX Text HORIZONTAL AND VERTICAL CONTROL WAS ESTABLISHED USING "TRIMBLE R8 GNSS" GPS EQUIPMENT, USING THE MoDOT CONTINUOUSLY OPERATING MIDWEST RTK NETWORK. HORIZONTAL CONTROL IS REPORTED IN NAD-83 (THE MISSOURI COORDINATE SYSTEM OF 1983, EAST ZONE) AND VERTICAL CONTROL IS REPORTED IN NAVD-88 FIELD WORK WAS PERFORMED DURING THE MONTH OF AUGUST AND SEPTEMBER 2018.
RIVER ROAD
Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY EXPANSION
PHASE 5 A & B
2900 Sheridan Rd, St. Louis, MO Project Director
OCTOBER 31, 2019Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202
Fort Collins, CO 80525-3196
657PC2313.23M
ofDwg.
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
828-315-9962
Corp. License - 2019014628
MSD PROJECT NUMBER: 19MSD-00241
MSD BASEMAP: 30H2 AND 30G
MC CB
TOPOGRAPHICAL SURVEY 2 OF 3
STUART
M. HAW III
NUMBER
LS-2382
S
T
A
IS
S
O
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R
I
R
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G
I
S
T
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R
E
D
L A N
D
S
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R
V
E
Y
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R
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IR
AutoCAD SHX Text
VETERANS DR (ASPHALT)
AutoCAD SHX Text
JEFFERSON DR. (ASPHALT)
AutoCAD SHX Text
CONC. PVMT
AutoCAD SHX Text
ASPHALT PVMT
AutoCAD SHX Text
STEAM VAULT
AutoCAD SHX Text
STEAM VAULT
AutoCAD SHX Text
STEAM VAULT
AutoCAD SHX Text
10" VCP
AutoCAD SHX Text
6" VCP
AutoCAD SHX Text
6" DIP
AutoCAD SHX Text
GRATE INLET TOP=521.95 FL 8" IN 515.95 FL 10" OUT 503.30
AutoCAD SHX Text
GRATE INLET TOP=509.07 FL 6" DIP IN 507.75 FL 6" VCP IN 503.00 BOTTOM=503.32
AutoCAD SHX Text
GRATE INLET TOP=508.91 BOTTOM=503.41
AutoCAD SHX Text
GRATE INLET (SILTED IN) TOP=505.49 TOP OF SILT=504.09
AutoCAD SHX Text
6" DIP
AutoCAD SHX Text
FUEL PUMPS
AutoCAD SHX Text
SOLAR PANEL
AutoCAD SHX Text
UNKNOWN UTILITY BOX
AutoCAD SHX Text
CLEANOUT
AutoCAD SHX Text
STOP SIGN
AutoCAD SHX Text
8' CHAINLINK FENCE
AutoCAD SHX Text
EXISTING EASEMENT
AutoCAD SHX Text
BLDG 7
AutoCAD SHX Text
MAINTENANCE ROAD
AutoCAD SHX Text
IR
AutoCAD SHX Text
IR
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
CONC. PAD
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
CONC. PAD (TYPICAL)
AutoCAD SHX Text
ASPHALT PVMT
AutoCAD SHX Text
ASPHALT PVMT
AutoCAD SHX Text
ASPHALT PVMT
AutoCAD SHX Text
ASPHALT PVMT
AutoCAD SHX Text
JEFFERSON DR. (ASPHALT)
AutoCAD SHX Text
CONC. PVMT
AutoCAD SHX Text
BRICK BLDG.
AutoCAD SHX Text
STUCCO BLDG.
AutoCAD SHX Text
STUCCO BLDG.
AutoCAD SHX Text
ASPHALT PVMT
AutoCAD SHX Text
SHED
AutoCAD SHX Text
SHED
AutoCAD SHX Text
STEAM VAULT
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
6" VCP
AutoCAD SHX Text
GRATE TROUGH INLET TOP=506.70 FL=505.95
AutoCAD SHX Text
10" VCP
AutoCAD SHX Text
6" VCP
AutoCAD SHX Text
6" DIP
AutoCAD SHX Text
GRATE INLET TOP=521.95 FL 8" IN 515.95 FL 10" OUT 503.30
AutoCAD SHX Text
GRATE INLET TOP=509.07 FL 6" DIP IN 507.75 FL 6" VCP IN 503.00 BOTTOM=503.32
AutoCAD SHX Text
GRATE INLET TOP=508.91 BOTTOM=503.41
AutoCAD SHX Text
GRATE INLET (SILTED IN) TOP=505.49 TOP OF SILT=504.09
AutoCAD SHX Text
6" DIP
AutoCAD SHX Text
MANHOLE TOP=498.23 ENTER BY PERMIT ONLY
AutoCAD SHX Text
MANHOLE TOP=499.86 COULD NOT OPEN
AutoCAD SHX Text
12" VCP
AutoCAD SHX Text
CURB INLET TOP=500.44 FL=490.44
AutoCAD SHX Text
CURB INLET TOP=491.43 FL=489.68
AutoCAD SHX Text
8" VCP
AutoCAD SHX Text
POSSIBLE ELECTRIC MANHOLE AND UNDERGROUND ELECTRIC IN THIS AREA
AutoCAD SHX Text
TRANSFORMER
AutoCAD SHX Text
FUEL PUMPS
AutoCAD SHX Text
COMMUNICATIONS BOX
AutoCAD SHX Text
DETENTION POND
AutoCAD SHX Text
6' CHAINLINK FENCE
AutoCAD SHX Text
AREA UNDER CONSTRUCTION
AutoCAD SHX Text
AREA UNDER CONSTRUCTION
AutoCAD SHX Text
AREA UNDER CONSTRUCTION
AutoCAD SHX Text
8' CHAINLINK FENCE
AutoCAD SHX Text
8' CHAINLINK FENCE
AutoCAD SHX Text
8' CHAINLINK FENCE
AutoCAD SHX Text
6' TEMP. CONSTRUCTION FENCE
AutoCAD SHX Text
6' CHAINLINK FENCE
AutoCAD SHX Text
6' CHAINLINK FENCE
AutoCAD SHX Text
6' TEMP. CONSTRUCTION FENCE
AutoCAD SHX Text
BLDG 48
AutoCAD SHX Text
BLDG 7
AutoCAD SHX Text
CONC. PAD (TYPICAL)
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
BLDG 8
AutoCAD SHX Text
BLDG 7
AutoCAD SHX Text
MAINTENANCE ROAD
AutoCAD SHX Text
MATCHLINE - SHEET V-104
AutoCAD SHX Text
KEY MAP
AutoCAD SHX Text 0'
AutoCAD SHX Text 1"=30'-0"
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
AutoCAD SHX Text 40'
AutoCAD SHX Text 30'
AutoCAD SHX Text 50'
AutoCAD SHX Text 60'
AutoCAD SHX Text V-103
AutoCAD SHX Text V-102
AutoCAD SHX Text V-104
AutoCAD SHX Text
FUTURE PHASE
AutoCAD SHX Text
FUTURE PHASE
AutoCAD SHX Text V-103
AutoCAD SHX Text HORIZONTAL AND VERTICAL CONTROL WAS ESTABLISHED USING "TRIMBLE R8 GNSS" GPS EQUIPMENT, USING THE MoDOT CONTINUOUSLY OPERATING MIDWEST RTK NETWORK. HORIZONTAL CONTROL IS REPORTED IN NAD-83 (THE MISSOURI COORDINATE SYSTEM OF 1983, EAST ZONE) AND VERTICAL CONTROL IS REPORTED IN NAVD-88 FIELD WORK WAS PERFORMED DURING THE MONTH OF AUGUST AND SEPTEMBER 2018.
AutoCAD SHX Text X
AutoCAD SHX Text
CONTROL POINT
AutoCAD SHX Text
VENT
AutoCAD SHX Text
HOUSE VENT
AutoCAD SHX Text
MAIL BOX
AutoCAD SHX Text
LIGHT STANDARD
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
STREET SIGN
AutoCAD SHX Text
UTILITY METER OR VALVE
AutoCAD SHX Text X
AutoCAD SHX Text G
AutoCAD SHX Text
UNDERGROUND GAS
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
INLET MANHOLE
AutoCAD SHX Text
POWER POLE & GUY
AutoCAD SHX Text
TREE
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
GRATE INLET
AutoCAD SHX Text
MANHOLE
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text W
AutoCAD SHX Text
UNDERGROUND WATER
AutoCAD SHX Text E
AutoCAD SHX Text
UNDERGROUND ELECTRIC
AutoCAD SHX Text T
AutoCAD SHX Text
UNDERGROUND TELEPHONE\COMMUNICATIONS
AutoCAD SHX Text
AutoCAD SHX Text
UNDERGROUND STEAM
CURB AND GUTTER
Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY EXPANSION
PHASE 5 A & B
2900 Sheridan Rd, St. Louis, MO Project Director
OCTOBER 31, 2019Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202
Fort Collins, CO 80525-3196
657PC2313.23M
ofDwg.
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
828-315-9962
Corp. License - 2019014628
MSD PROJECT NUMBER: 19MSD-00241
MSD BASEMAP: 30H2 AND 30G
MC CB
TOPOGRAPHICAL SURVEY 3 OF 3
STUART
M. HAW III
NUMBER
LS-2382
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IR
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IR
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PP
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PP
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PP
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PP
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PP
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PP
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PP
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CONC. PAD
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GRAVEL
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CONC. PAD (TYPICAL)
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ASPHALT PVMT
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ASPHALT PVMT
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ASPHALT PVMT
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ASPHALT PVMT
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JEFFERSON DR. (ASPHALT)
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CONC. PVMT
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BRICK BLDG.
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STUCCO BLDG.
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STUCCO BLDG.
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ASPHALT PVMT
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SHED
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SHED
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STEAM VAULT
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GRAVEL
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GRAVEL
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GRAVEL
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6" VCP
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GRATE TROUGH INLET TOP=506.70 FL=505.95
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10" VCP
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6" VCP
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6" DIP
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GRATE INLET TOP=521.95 FL 8" IN 515.95 FL 10" OUT 503.30
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GRATE INLET TOP=509.07 FL 6" DIP IN 507.75 FL 6" VCP IN 503.00 BOTTOM=503.32
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GRATE INLET TOP=508.91 BOTTOM=503.41
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GRATE INLET (SILTED IN) TOP=505.49 TOP OF SILT=504.09
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6" DIP
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MANHOLE TOP=498.23 ENTER BY PERMIT ONLY
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MANHOLE TOP=499.86 COULD NOT OPEN
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12" VCP
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CURB INLET TOP=500.44 FL=490.44
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CURB INLET TOP=491.43 FL=489.68
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8" VCP
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POSSIBLE ELECTRIC MANHOLE AND UNDERGROUND ELECTRIC IN THIS AREA
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TRANSFORMER
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FUEL PUMPS
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COMMUNICATIONS BOX
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DETENTION POND
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6' CHAINLINK FENCE
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AREA UNDER CONSTRUCTION
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AREA UNDER CONSTRUCTION
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AREA UNDER CONSTRUCTION
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8' CHAINLINK FENCE
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8' CHAINLINK FENCE
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8' CHAINLINK FENCE
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6' TEMP. CONSTRUCTION FENCE
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6' CHAINLINK FENCE
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6' CHAINLINK FENCE
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6' TEMP. CONSTRUCTION FENCE
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BLDG 48
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BLDG 7
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CONC. PAD (TYPICAL)
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CONCRETE CURB
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BLDG 8
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BLDG 7
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MAINTENANCE ROAD
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IR
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GRAVESTONE MARKER (TYPICAL)
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DECORATIVE CONCRETE WALL
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ASPHALT PVMT
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ASPHALT PVMT
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ASPHALT PVMT
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ASPHALT PVMT
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BRICK BLDG.
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STUCCO BLDG.
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STUCCO BLDG.
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SHED
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SHED
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GRAVEL
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GRAVEL
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GRAVEL
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12" RCP
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GRATE INLET TOP=522.35 FL=518.55
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8" PVC
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10" PVC
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10" PVC
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GRATE INLET TOP=521.95 FL 8" IN 515.95 FL 10" OUT 503.30
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GRATE INLET TOP=508.78 FL=503.20
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6" VCP
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GRATE TROUGH INLET TOP=506.70 FL=505.95
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8" PVC
AutoCAD SHX Text MANHOLE TOP=507.91 FL 12" RCP IN 503.16 FL 8" PVC IN 500.66 FL 12" RCP OUT 500.01
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12" RCP
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GRATE INLET TOP=508.10 FL=503.53
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12" RCP
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MANHOLE TOP=498.23 ENTER BY PERMIT ONLY
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MANHOLE TOP=491.46 FL=484.16
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MANHOLE TOP=491.26 FL=483.86 FL 8" RCP IN 486.46
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MANHOLE TOP=489.61 FL=468.61
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MANHOLE TOP=488.16 FL=468.91 FL 8" PVC IN 483.16
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MANHOLE TOP=486.19 FL=469.09 FL 12" RCP IN 482.79
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MANHOLE TOP=487.32 FL=467.77
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MANHOLE TOP=489.43 FL 15" RCP IN 482.83 FL 15" RCP OUT 480.33
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15" RCP
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18" PVC
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18" PVC
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12" RCP
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48" RCP
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48" RCP
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12" RCP
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8" RCP
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8" PVC
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12" RCP
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GRATE INLET TOP=487.17 FL=482.05
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GRATE INLET TOP=487.19 FL=482.37
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MANHOLE TOP=499.86 COULD NOT OPEN
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12" VCP
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CURB INLET TOP=500.44 FL=490.44
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CURB INLET TOP=491.43 FL=489.68
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8" VCP
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12" RCP
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GRATE INLET TOP=479.89 FL=474.09 FL 12" W 475.29 FL 12" E 475.19
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GRATE INLET TOP=479.87 FL=473.87
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12" RCP
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AREA INLET TOP=479.93 FL=473.93
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12" RCP
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12" RCP
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MANHOLE TOP=489.48 FL=480.88 FL 30" S 482.23
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MANHOLE TOP=484.92 FL=474.19 FL 30" E 472.67
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42" RCP
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42" RCP
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30" RCP
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30" RCP
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36" RCP
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42" RCP
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POSSIBLE ELECTRIC MANHOLE AND UNDERGROUND ELECTRIC IN THIS AREA
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TRANSFORMER
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GRAVESTONE MARKER (TYPICAL)
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DETENTION POND
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AREA UNDER CONSTRUCTION
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AREA UNDER CONSTRUCTION
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AREA UNDER CONSTRUCTION
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FLOWER WATERING STATION
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FLOWER WATERING STATION
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GRATE INLET TOP=482.49 FL=477.49
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12" RCP
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8' CHAINLINK FENCE
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8' CHAINLINK FENCE
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6' TEMP. CONSTRUCTION FENCE
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6' CHAINLINK FENCE
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6' CHAINLINK FENCE
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6' TEMP. CONSTRUCTION FENCE
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GRAVEL DRIVE
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BLDG 48
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BLDG 7
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CONCRETE CURB
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BLDG 8
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EXISTING EASEMENT
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AREA INLET TOP = 491.23 12" RCP OUT 485.37 12" RCP OUT 485.37
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GRAVESTONE MARKER (TYPICAL)
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15" RCP
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LT BLAISSE DR (ASPHALT)
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MATCHLINE - SHEET V-102
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MATCHLINE - FUTURE PHASE
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MATCHLINE - SHEET V-103
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KEY MAP
AutoCAD SHX Text 0'
AutoCAD SHX Text 1"=30'-0"
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
AutoCAD SHX Text 40'
AutoCAD SHX Text 30'
AutoCAD SHX Text 50'
AutoCAD SHX Text 60'
AutoCAD SHX Text V-103
AutoCAD SHX Text V-102
AutoCAD SHX Text V-104
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FUTURE PHASE
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FUTURE PHASE
AutoCAD SHX Text V-104
AutoCAD SHX Text HORIZONTAL AND VERTICAL CONTROL WAS ESTABLISHED USING "TRIMBLE R8 GNSS" GPS EQUIPMENT, USING THE MoDOT CONTINUOUSLY OPERATING MIDWEST RTK NETWORK. HORIZONTAL CONTROL IS REPORTED IN NAD-83 (THE MISSOURI COORDINATE SYSTEM OF 1983, EAST ZONE) AND VERTICAL CONTROL IS REPORTED IN NAVD-88 FIELD WORK WAS PERFORMED DURING THE MONTH OF AUGUST AND SEPTEMBER 2018.
AutoCAD SHX Text X
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CONTROL POINT
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VENT
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HOUSE VENT
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MAIL BOX
AutoCAD SHX Text
LIGHT STANDARD
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FIRE HYDRANT
AutoCAD SHX Text
STREET SIGN
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UTILITY METER OR VALVE
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AutoCAD SHX Text G
AutoCAD SHX Text
UNDERGROUND GAS
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FENCE
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INLET MANHOLE
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POWER POLE & GUY
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TREE
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PIPE
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GRATE INLET
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MANHOLE
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%%ULEGEND
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POWER POLE
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PP
AutoCAD SHX Text
PP
AutoCAD SHX Text W
AutoCAD SHX Text
UNDERGROUND WATER
AutoCAD SHX Text E
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UNDERGROUND ELECTRIC
AutoCAD SHX Text T
AutoCAD SHX Text
UNDERGROUND TELEPHONE\COMMUNICATIONS
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AutoCAD SHX Text
UNDERGROUND STEAM
Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY EXPANSION
PHASE 5 A & B
2900 Sheridan Rd, St. Louis, MO Project Director
OCTOBER 31, 2019Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202
Fort Collins, CO 80525-3196
657PC2313.23M
ofDwg.
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
828-315-9962
Corp. License - 2019014628
MSD PROJECT NUMBER: 19MSD-00241
MSD BASEMAP: 30H2 AND 30G
MC CB
OVERALL EXISTING CONDITIONS
AutoCAD SHX Text
IR
AutoCAD SHX Text
IR
AutoCAD SHX Text
IR
AutoCAD SHX Text
IR
AutoCAD SHX Text 60'
AutoCAD SHX Text
AutoCAD SHX Text 1"=60'-0"
AutoCAD SHX Text 120'
AutoCAD SHX Text 20'
AutoCAD SHX Text 40'
AutoCAD SHX Text
KEY MAP
AutoCAD SHX Text B-104
AutoCAD SHX Text
FUTURE PHASE
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FUTURE PHASE
AutoCAD SHX Text B-101
AutoCAD SHX Text B-104
AutoCAD SHX Text B-102
AutoCAD SHX Text B-103
AutoCAD SHX Text B-103
AutoCAD SHX Text B-102
AutoCAD SHX Text THESE EXISTING CONDITION SHEETS WERE DEVELOPED BY MODIFYING THE TOPOGRAPHICAL SURVEY TO REFLECT THE WORK PROPOSED IN THE VAMC PROJECT EAST CAMPUS - DEMOLITION & ROADWAY PROJECT (PROJECT 657-313J). ACTUAL CONDITIONS MAY BE DIFFERENT DEPENDING ON CONSTRUCTION PROGRESS AND COMPLETION.
AutoCAD SHX Text
REFER TO ENLARGED SHEETS B-102 TO B-104 FOR DETAIL.
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VETERANS DR (ASPHALT)
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LT BLAISSE DR (ASPHALT)
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LT BLAISSE DR (ASPHALT)
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JEFFERSON DR (ASPHALT)
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VETERANS DR (ASPHALT)
VETERANS DR (ASPHALT)
Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY EXPANSION
PHASE 5 A & B
2900 Sheridan Rd, St. Louis, MO Project Director
OCTOBER 31, 2019Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202
Fort Collins, CO 80525-3196
657PC2313.23M
ofDwg.
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
828-315-9962
Corp. License - 2019014628
MSD PROJECT NUMBER: 19MSD-00241
MSD BASEMAP: 30H2 AND 30G
MC CB
EXISTING CONDITIONS 1 OF 3
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GRAVEL
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GRAVESTONE MARKER (TYPICAL)
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GRAVESTONE MARKER (TYPICAL)
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GRAVESTONE MARKER (TYPICAL)
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GRAVEL DRIVE
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GRAVESTONE MARKER (TYPICAL)
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GRAVESTONE MARKER (TYPICAL)
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DECORATIVE CONCRETE WALL
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12" RCP
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MANHOLE TOP=470.90 FL 12" 458.70 FL 42" IN 459.40 FL 42" OUT 460.45
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48" RCP
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48" RCP
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12" RCP
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12" RCP
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MANHOLE TOP=471.29 FL 12" 459.44 FL 18" IN 459.69
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MANHOLE TOP=473.56 FL 12" 461.11 FL 10" IN 465.76
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12" RCP
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10" RCP
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18" PVC
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18" RCP
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18" PVC
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MANHOLE TOP=473.22 FL=466.02
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MANHOLE TOP=472.65 FL=460.42
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48" RCP
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12" RCP
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24" RCP
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24" RCP
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GRATE INLET TOP=473.35 FL=469.25
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GRATE INLET TOP=473.29 FL=464.64 FL 12" IN 468.46
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GRATE INLET TOP=473.34 FL=464.24
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GRATE INLET TOP=473.19 FL=464.76
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MANHOLE TOP=473.29 FL=455.54 FL 27" IN 460.69
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27" RCP
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18" RCP
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GRATE INLET TOP=489.40 FL=485.50
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GRATE INLET TOP=493.51 FL=484.91
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GRATE INLET TOP=493.52 FL IN 483.82 FL OUT 481.82
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24" RCP
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18" RCP
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12" RCP
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12" RCP
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MANHOLE TOP=492.28 FL 12" 476.16
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8" PVC
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12" RCP
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GRATE INLET TOP=515.35 FL=502.65
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GRATE INLET TOP=513.19 FL=509.32
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12" RCP
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12" RCP
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12" RCP
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12" RCP
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12" RCP
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15" RCP
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GRATE INLET TOP=511.80 FL=507.70
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GRATE INLET TOP=504.71 FL 12" IN 498.71 FL 15" OUT 497.56
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8" PVC
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GRATE INLET TOP=509.78 FL=501.28
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GRATE INLET TOP=508.14 FL=501.24
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GRATE INLET TOP=509.78 FL 12" IN 501.04 FL 12" IN 500.61 FL 15" OUT 495.48
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15" RCP
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12" RCP
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48" RCP
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48" RCP
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24" RCP
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24" RCP UNABLE TO LOCATE CONNECTION
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MANHOLE TOP=479.49 FL=462.79
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MANHOLE TOP=480.84 FL=462.19
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MANHOLE TOP=474.27 FL=464.97 FL 8" IN 465.32
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8" PVC
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18" RCP
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24" RCP
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24" RCP
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12" RCP
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24" RCP
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12" RCP
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24" RCP
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GRATE INLET TOP=473.86 FL=469.87
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MANHOLE TOP=474.90 FL=465.45
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GRATE INLET TOP=473.86 FL=469.87
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GRATE INLET TOP=474.71 FL=471.26
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MANHOLE TOP=476.55 FL=470.45
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GRATE INLET TOP=477.14 FL=471.82
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12" RCP
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GRATE INLET TOP=520.10 FL=516.20
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12" RCP
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GRATE INLET TOP=523.56 FL=517.85 FL 8" S 520.56
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12" RCP
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12" RCP
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12" RCP
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12" RCP
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8" PVC
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GRATE INLET TOP=522.89 FL=518.77
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GRATE INLET TOP=523.03 FL=518.25
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GRATE INLET TOP=523.41 FL=518.54
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GRATE INLET TOP=523.54 FL=519.75
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COMMUNICATIONS BOX
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TELEPHONE RISER
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GRATE INLET TOP=511.44 FL 12" IN 506.74 FL 8" IN 503.54 FL 12" OUT 502.49
AutoCAD SHX Text
GRAVESTONE MARKER (TYPICAL)
AutoCAD SHX Text
VETERANS DR (ASPHALT)
AutoCAD SHX Text
GRAVESTONE MARKER (TYPICAL)
AutoCAD SHX Text
GRAVESTONE MARKER (TYPICAL)
AutoCAD SHX Text
GRAVESTONE MARKER (TYPICAL)
AutoCAD SHX Text
EXISTING EASEMENT
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EXISTING EASEMENT
AutoCAD SHX Text
EXISTING EASEMENT
AutoCAD SHX Text
EXISTING EASEMENT
AutoCAD SHX Text
GRAVESTONE MARKER (TYPICAL)
AutoCAD SHX Text
VETERANS DR (ASPHALT)
AutoCAD SHX Text
LT BLAISSE DR (ASPHALT)
AutoCAD SHX Text
FLOWER WATERING STATION
AutoCAD SHX Text
IR
AutoCAD SHX Text
IR
AutoCAD SHX Text
MATCHLINE - SHEET B-104
AutoCAD SHX Text
KEY MAP
AutoCAD SHX Text 0'
AutoCAD SHX Text 1"=30'-0"
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
AutoCAD SHX Text 40'
AutoCAD SHX Text 30'
AutoCAD SHX Text 50'
AutoCAD SHX Text 60'
AutoCAD SHX Text B-103
AutoCAD SHX Text B-102
AutoCAD SHX Text B-104
AutoCAD SHX Text
FUTURE PHASE
AutoCAD SHX Text
FUTURE PHASE
AutoCAD SHX Text B-102
AutoCAD SHX Text THESE EXISTING CONDITION SHEETS WERE DEVELOPED BY MODIFYING THE TOPOGRAPHICAL SURVEY TO REFLECT THE WORK PROPOSED IN THE VAMC PROJECT EAST CAMPUS - DEMOLITION & ROADWAY PROJECT (PROJECT 657-313J). ACTUAL CONDITIONS MAY BE DIFFERENT DEPENDING ON CONSTRUCTION PROGRESS AND COMPLETION.
AutoCAD SHX Text X
AutoCAD SHX Text
CONTROL POINT
AutoCAD SHX Text
VENT
AutoCAD SHX Text
HOUSE VENT
AutoCAD SHX Text
MAIL BOX
AutoCAD SHX Text
LIGHT STANDARD
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
STREET SIGN
AutoCAD SHX Text
UTILITY METER OR VALVE
AutoCAD SHX Text X
AutoCAD SHX Text G
AutoCAD SHX Text
UNDERGROUND GAS
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
INLET MANHOLE
AutoCAD SHX Text
POWER POLE & GUY
AutoCAD SHX Text
TREE
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
GRATE INLET
AutoCAD SHX Text
MANHOLE
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text W
AutoCAD SHX Text
UNDERGROUND WATER
AutoCAD SHX Text E
AutoCAD SHX Text
UNDERGROUND ELECTRIC
AutoCAD SHX Text T
AutoCAD SHX Text
UNDERGROUND TELEPHONE\COMMUNICATIONS
AutoCAD SHX Text
AutoCAD SHX Text
UNDERGROUND STEAM
Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp.
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