657PC2313.23M JBNC BD Drawings 28 October 2020 pg 1 to 44.pdf

PROJECT

LOCATION

PHASE 5C

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GRAVES DR

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VETERANS DR

I-255

NATIONAL

CEMETERYMEHLVILLE

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I-255

LEMAY FERRY RD

FORDER RD

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PROJECT TEAM

REGIONAL LOCATION MAP

NOT TO SCALE

PROJECT SITE MAP

NOT TO SCALE

INTERMENT SUMMARY (PHASE 5C)

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

Fi le

P at 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 5C

2900 Sheridan Rd, St. Louis, MO, 63125 Project Director

October 28, 2020Revisions: 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

BID DOCUMENTS

MSD PROJECT NUMBER: 20MSD-00298

MSD BASEMAP: 30H2

COVER SHEET

1 68

INTERMENT SUMMARY (PHASES 5A 5B 5C)

PW FD

SITE BENCHMARKS

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AutoCAD SHX Text Jefferson Barracks National Cemetery

AutoCAD SHX Text October 28, 2020

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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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OFFICE OF CONSTRUCTION AND FACILITIES MANAGEMENT

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%%USHEET INDEX

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%%UGENERAL NOTES

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 Wood CEMETERY DESIGN -SUBCONSULTANT CEMETERY DESIGN -SUBCONSULTANT Aqua Engineering Inc IRRIGATION DESIGNER-SUBCONSULTANTIRRIGATION DESIGNER-SUBCONSULTANT

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NORTH

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NORTH

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AutoCAD SHX Text SHEET DWG. DRAWING TITLE DWG. DRAWING TITLE DRAWING TITLE 1 G-001 COVER SHEET G-001 COVER SHEET COVER SHEET 2 V-100 OVERALL TOPOGRAPHICAL SURVEY V-100 OVERALL TOPOGRAPHICAL SURVEY OVERALL TOPOGRAPHICAL SURVEY 3 V-101 TOPOGRAPHICAL SURVEY 1 OF 2 V-101 TOPOGRAPHICAL SURVEY 1 OF 2 TOPOGRAPHICAL SURVEY 1 OF 2 4 V-102 TOPOGRAPHICAL SURVEY 2 OF 2 V-102 TOPOGRAPHICAL SURVEY 2 OF 2 TOPOGRAPHICAL SURVEY 2 OF 2 5 B-100 OVERALL EXISTING CONDITIONS B-100 OVERALL EXISTING CONDITIONS OVERALL EXISTING CONDITIONS 6 B-101 EXISTING CONDITIONS 1 OF 4 B-101 EXISTING CONDITIONS 1 OF 4 EXISTING CONDITIONS 1 OF 4 7 B-102 EXISTING CONDITIONS 2 OF 4 B-102 EXISTING CONDITIONS 2 OF 4 EXISTING CONDITIONS 2 OF 4 8 B-103 EXISTING CONDITIONS 3 OF 4 B-103 EXISTING CONDITIONS 3 OF 4 EXISTING CONDITIONS 3 OF 4 9 B-104 EXISTING CONDITIONS 4 OF 4 B-104 EXISTING CONDITIONS 4 OF 4 EXISTING CONDITIONS 4 OF 4 10 C-001 ABBREVIATIONS, DEMOLITION NOTES, EROSION CONTROL NOTES C-001 ABBREVIATIONS, DEMOLITION NOTES, EROSION CONTROL NOTES ABBREVIATIONS, DEMOLITION NOTES, EROSION CONTROL NOTES 11 CS100 OVERALL SITE PLAN CS100 OVERALL SITE PLAN OVERALL SITE PLAN 12 CS101 ENLARGED SITE PLAN 1 OF 2 CS101 ENLARGED SITE PLAN 1 OF 2 ENLARGED SITE PLAN 1 OF 2 13 CS102 ENLARGED SITE PLAN 2 OF 2 CS102 ENLARGED SITE PLAN 2 OF 2 ENLARGED SITE PLAN 2 OF 2 14 CS103 CONSTRUCTION SEQUENCING AND PHASING PLAN CS103 CONSTRUCTION SEQUENCING AND PHASING PLAN CONSTRUCTION SEQUENCING AND PHASING PLAN 15 CD101 DEMOLITION PLAN 1 OF 2 CD101 DEMOLITION PLAN 1 OF 2 DEMOLITION PLAN 1 OF 2 16 CD102 DEMOLITION PLAN 2 OF 2 CD102 DEMOLITION PLAN 2 OF 2 DEMOLITION PLAN 2 OF 2 17 CG101 EROSION AND SEDIMENTATION PLAN 1 OF 2 CG101 EROSION AND SEDIMENTATION PLAN 1 OF 2 EROSION AND SEDIMENTATION PLAN 1 OF 2 18 CG102 EROSION AND SEDIMENTATION PLAN 2 OF 2 CG102 EROSION AND SEDIMENTATION PLAN 2 OF 2 EROSION AND SEDIMENTATION PLAN 2 OF 2 19 CG103 GRADING AND DRAINAGE PLAN 1 OF 2 CG103 GRADING AND DRAINAGE PLAN 1 OF 2 GRADING AND DRAINAGE PLAN 1 OF 2 20 CG104 GRADING AND DRAINAGE PLAN 2 OF 2 CG104 GRADING AND DRAINAGE PLAN 2 OF 2 GRADING AND DRAINAGE PLAN 2 OF 2 21 CG501 EROSION CONTROL DETAILS CG501 EROSION CONTROL DETAILS EROSION CONTROL DETAILS 22 CP201 ROAD 'A' PLAN AND PROFILE CP201 ROAD 'A' PLAN AND PROFILE ROAD 'A' PLAN AND PROFILE 23 CP202 ROAD 'B' PLAN AND PROFILE CP202 ROAD 'B' PLAN AND PROFILE ROAD 'B' PLAN AND PROFILE 24 CP501 PAVING DETAILS CP501 PAVING DETAILS PAVING DETAILS 25 CU101 UTILITY PLAN 1 OF 2 CU101 UTILITY PLAN 1 OF 2 UTILITY PLAN 1 OF 2 26 CU102 UTILITY PLAN 2 OF 2 CU102 UTILITY PLAN 2 OF 2 UTILITY PLAN 2 OF 2 27 CU103 BURIAL SECTION 1ZZ AND 1R UNDERDRAIN PLAN CU103 BURIAL SECTION 1ZZ AND 1R UNDERDRAIN PLAN BURIAL SECTION 1ZZ AND 1R UNDERDRAIN PLAN 28 CU104 BURIAL SECTION 1YY AND 1S UNDERDRAIN PLAN CU104 BURIAL SECTION 1YY AND 1S UNDERDRAIN PLAN BURIAL SECTION 1YY AND 1S UNDERDRAIN PLAN 29 CU105 BURIAL SECTION 1XX UNDERDRAIN PLAN CU105 BURIAL SECTION 1XX UNDERDRAIN PLAN BURIAL SECTION 1XX UNDERDRAIN PLAN 30 CU201 STORM SEWER PROFILES 1 OF 3 CU201 STORM SEWER PROFILES 1 OF 3 STORM SEWER PROFILES 1 OF 3 31 CU202 STORM SEWER PROFILES 2 OF 3 CU202 STORM SEWER PROFILES 2 OF 3 STORM SEWER PROFILES 2 OF 3 32 CU203 STORM SEWER PROFILES 3 OF 3 CU203 STORM SEWER PROFILES 3 OF 3 STORM SEWER PROFILES 3 OF 3 33 CU204 BIORETENTION BASIN 1 PLAN AND PROFILES CU204 BIORETENTION BASIN 1 PLAN AND PROFILES BIORETENTION BASIN 1 PLAN AND PROFILES 34 CU205 BIORETENTION BASIN 2 PLAN AND PROFILES CU205 BIORETENTION BASIN 2 PLAN AND PROFILES BIORETENTION BASIN 2 PLAN AND PROFILES

AutoCAD SHX Text A. WORK SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE LAWS, WORK SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE LAWS, ORDINANCES AND CODES. B. CONTRACTOR SHALL BE RESPONSIBLE FOR APPLICABLE PERMITS. CONTRACTOR SHALL BE RESPONSIBLE FOR 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 RE/COR DISCREPANCIES. THE CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY THE DOCUMENTS AND IMMEDIATELY REPORT DISCREPANCIES. D. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION AND SHALL COORDINATE CONSTRUCTION EFFORTS WITH SPECIFICATIONS AND THE RE/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 RE/COR FOR INSTRUCTIONS FOR REMOVAL IF NECESSARY. F. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND PROPOSED POINTS CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND PROPOSED POINTS OF CONNECTION (POC) LOCATIONS. REPORT DISCREPANCIES TO THE RE/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 RE/COR OF UNEXPECTED CONDITIONS AND DISCONTINUE AFFECTED NOTIFY RE/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 1R 3'x8' 2022 1.11 3'x8' 2022 1.11 2022 1.11 1.11 1S 3'x8' 2216 1.22 3'x8' 2216 1.22 2216 1.22 1.22 1YY 3'X8' 1981 1.09 3'X8' 1981 1.09 1981 1.09 1.09 1XX 3'X8' 2316 1.28 3'X8' 2316 1.28 2316 1.28 1.28 1ZZ 4'x4' 765 0.524'x4' 765 0.52765 0.520.52SUBTOTAL 8535 765 5.22 8535 765 5.22 765 5.22 5.22 TOTAL GRAVESITES 9300 9300

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AutoCAD SHX Text SECTION NO. PPC IGC ACREAGE PPC IGC ACREAGE PPC IGC ACREAGE IGC ACREAGE ACREAGE PHASE 5A 1RR 3'x8' 936 0.57 3'x8' 936 0.57 936 0.57 0.57 PHASE 5B 1SS 3'x8' 1524 0.95 3'x8' 1524 0.95 1524 0.95 0.95 1TT 3'x8' 1586 0.92 3'x8' 1586 0.92 1586 0.92 0.92 1UU 3'X8' 1522 0.94 3'X8' 1522 0.94 1522 0.94 0.94 1VV 4'x4' 377 0.16 4'x4' 377 0.16 377 0.16 0.16 1WW 4'X4' 296 0.13 4'X4' 296 0.13 296 0.13 0.13 PHASE 5C 1R 3'x8' 2022 1.11 3'x8' 2022 1.11 2022 1.11 1.11 1S 3'x8' 2216 1.22 3'x8' 2216 1.22 2216 1.22 1.22 1YY 3'X8' 1981 1.09 3'X8' 1981 1.09 1981 1.09 1.09 1XX 3'X8' 2316 1.28 3'X8' 2316 1.28 2316 1.28 1.28 1ZZ 4'x4' 765 0.52 4'x4' 765 0.52 765 0.52 0.52 SUBTOTAL 14103 1438 8.89 14103 1438 8.89 1438 8.89 8.89 TOTAL GRAVESITES 15541

AutoCAD SHX Text SHEET DWG. DRAWING TITLE DWG. DRAWING TITLE DRAWING TITLE 35 CU501 UTILITY DETAILS 1 OF 2 CU501 UTILITY DETAILS 1 OF 2 UTILITY DETAILS 1 OF 2 36 CU502 UTILITY DETAILS 2 OF 2 CU502 UTILITY DETAILS 2 OF 2 UTILITY DETAILS 2 OF 2 37 CU601 WATER QUALITY PLAN CU601 WATER QUALITY PLAN WATER QUALITY PLAN 38 CU602 DRAINAGE AREA MAP FOR PIPE HYDRAULICS CU602 DRAINAGE AREA MAP FOR PIPE HYDRAULICS DRAINAGE AREA MAP FOR PIPE HYDRAULICS 39 CU603 PRECONSTRUCTION DRAINAGE AREAS CU603 PRECONSTRUCTION DRAINAGE AREAS PRECONSTRUCTION DRAINAGE AREAS 40 LS101 GRAVESITE BURIAL SITE PLAN 1 OF 2 LS101 GRAVESITE BURIAL SITE PLAN 1 OF 2 GRAVESITE BURIAL SITE PLAN 1 OF 2 41 LS102 GRAVESITE BURIAL SITE PLAN 2 OF 2 LS102 GRAVESITE BURIAL SITE PLAN 2 OF 2 GRAVESITE BURIAL SITE PLAN 2 OF 2 42 LS301 GRAVESITE BURIAL NUMBERING PLAN 1 OF 3 LS301 GRAVESITE BURIAL NUMBERING PLAN 1 OF 3 GRAVESITE BURIAL NUMBERING PLAN 1 OF 3 43 LS302 GRAVESITE BURIAL NUMBERING PLAN 2 OF 3 LS302 GRAVESITE BURIAL NUMBERING PLAN 2 OF 3 GRAVESITE BURIAL NUMBERING PLAN 2 OF 3 44 LS303 GRAVESITE BURIAL NUMBERING PLAN 3 OF 3 LS303 GRAVESITE BURIAL NUMBERING PLAN 3 OF 3 GRAVESITE BURIAL NUMBERING PLAN 3 OF 3 45 LS501 GRAVESITE DETAILS 1 OF 2 LS501 GRAVESITE DETAILS 1 OF 2 GRAVESITE DETAILS 1 OF 2 46 LS502 GRAVESITE DETAILS 2 OF 2 LS502 GRAVESITE DETAILS 2 OF 2 GRAVESITE DETAILS 2 OF 2 47 L-101 LANDSCAPE PLAN AREA 1 OF 2 L-101 LANDSCAPE PLAN AREA 1 OF 2 LANDSCAPE PLAN AREA 1 OF 2 48 L-102 LANDSCAPE PLAN AREA 2 OF 2 L-102 LANDSCAPE PLAN AREA 2 OF 2 LANDSCAPE PLAN AREA 2 OF 2 49 L-103 BIORETENTION BASIN PLANTING L-103 BIORETENTION BASIN PLANTING BIORETENTION BASIN PLANTING 50 L-104 BIORETENTION BASIN PLANTING L-104 BIORETENTION BASIN PLANTING BIORETENTION BASIN PLANTING 51 L-501 LANDSCAPE DETAILS 1 OF 3 L-501 LANDSCAPE DETAILS 1 OF 3 LANDSCAPE DETAILS 1 OF 3 52 L-502 LANDSCAPE DETAILS 2 OF 3 L-502 LANDSCAPE DETAILS 2 OF 3 LANDSCAPE DETAILS 2 OF 3 53 L-503 LANDSCAPE DETAILS 3 OF 3 L-503 LANDSCAPE DETAILS 3 OF 3 LANDSCAPE DETAILS 3 OF 3 54 IR001 IRRIGATION NOTES AND LEGEND IR001 IRRIGATION NOTES AND LEGEND IRRIGATION NOTES AND LEGEND 55 IR101 IRRIGATION PLAN 1 OF 2 IR101 IRRIGATION PLAN 1 OF 2 IRRIGATION PLAN 1 OF 2 56 IR102 IRRIGATION PLAN 2 OF 2 IR102 IRRIGATION PLAN 2 OF 2 IRRIGATION PLAN 2 OF 2 57 IR201 IRRIGATION DEMOLITION PLAN IR201 IRRIGATION DEMOLITION PLAN IRRIGATION DEMOLITION PLAN 58 IR501 IRRIGATION DETAILS 1 OF 3 IR501 IRRIGATION DETAILS 1 OF 3 IRRIGATION DETAILS 1 OF 3 59 IR502 IRRIGATION DETAILS 2 OF 3 IR502 IRRIGATION DETAILS 2 OF 3 IRRIGATION DETAILS 2 OF 3 60 IR503 IRRIGATION DETAILS 3 OF 3 IR503 IRRIGATION DETAILS 3 OF 3 IRRIGATION DETAILS 3 OF 3 61 S-001 GENERAL STRUCTURAL NOTES S-001 GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES 62 S-101 RETAINING WALL #1 PLAN S-101 RETAINING WALL #1 PLAN RETAINING WALL #1 PLAN 63 S-401 RETAINING WALL #1 ELEVATIONS S-401 RETAINING WALL #1 ELEVATIONS RETAINING WALL #1 ELEVATIONS 64 S-501 RETAINING WALL DETAILS 1 OF 5 S-501 RETAINING WALL DETAILS 1 OF 5 RETAINING WALL DETAILS 1 OF 5 65 S-502 RETAINING WALL DETAILS 2 OF 5 S-502 RETAINING WALL DETAILS 2 OF 5 RETAINING WALL DETAILS 2 OF 5 66 S-503 RETAINING WALL DETAILS 3 OF 5 S-503 RETAINING WALL DETAILS 3 OF 5 RETAINING WALL DETAILS 3 OF 5 67 S-504 RETAINING WALL DETAILS 4 OF 5 S-504 RETAINING WALL DETAILS 4 OF 5 RETAINING WALL DETAILS 4 OF 5 68 S-505 RETAINING WALL DETAILS 5 OF 5 S-505 RETAINING WALL DETAILS 5 OF 5 RETAINING WALL DETAILS 5 OF 5

AutoCAD SHX Text Northing Easting Elevation 970205.16 881382.00 526.196 969691.88 881921.68 504.884

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NOTE: SEE SHEET V-100 FOR PK NAIL/BENCHMARK LOCATIONS

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

Fi le

P at 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 5C

2900 Sheridan Rd, St. Louis, MO, 63125 Project Director

October 28, 2020Revisions: 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

BID DOCUMENTS

MSD PROJECT NUMBER: 20MSD-00298

MSD BASEMAP: 30H2

MC HS

OVERALL TOPOGRAPHICAL

SURVEY

XX2

STUART

M. HAW III

NUMBER

LS-2382

STA TE OF MISSOURI

REGISTERED LA ND SURVEY

OR

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BLDG 63

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BLDG 61

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ASPHALT PVMT

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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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ASPHALT PVMT

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KEY MAP

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PHASE 5A&B

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PHASE 5A&B

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.

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REFER TO ENLARGED SHEETS V-101 TO V-102 FOR DETAIL.

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BLDG 61

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BLDG 63

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GRAVESITE MARKER (TYP)

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EXISTING EASEMENT

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LEAVENWORTH ROAD

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ASPHALT PVMT

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GRAVES DRIVE

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LT BLASSIE DRIVE

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CONTROL POINT

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VENT

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HOUSE VENT

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MAIL BOX

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LIGHT STANDARD

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FIRE HYDRANT

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STREET SIGN

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UTILITY METER OR VALVE

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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

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PP

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UNDERGROUND WATER

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UNDERGROUND ELECTRIC

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UNDERGROUND TELEPHONE\COMMUNICATIONS

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UNDERGROUND STEAM

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EXISTING EASEMENT

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CURB AND GUTTER

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BUILDINGS

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PROPERTY LINE

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LT BLASSIE DRIVE

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JEFFERSON BARRACKS DRIVE

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GRAVES STREET

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JEFFERSON

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

Fi le

P at 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 5C

2900 Sheridan Rd, St. Louis, MO, 63125 Project Director

October 28, 2020Revisions: 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

BID DOCUMENTS

MSD PROJECT NUMBER: 20MSD-00298

MSD BASEMAP: 30H2

STUART

M. HAW III

NUMBER

LS-2382

STA TE OF MISSOURI

REGISTERED LA ND SURVEY

OR

MC HS

TOPOGRAPHICAL

SURVEY 1 OF 2

XX3 68

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GRAVEL

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GRAVEL PARKING AREA

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GRAVEL PARKING AREA

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ASPHALT DRIVE

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ASPHALT PARKING

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GRAVEL PARKING

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CONC. PATIO

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CONC. WALK

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CONC. WALK

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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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TRAILER

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BRICK BLDG.

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BRICK BLDG.

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BOLLARD (TYPICAL)

AutoCAD SHX Text

VERSA-LOCK RETAINING WALL

AutoCAD SHX Text

MANHOLE TOP = 505.12 = 501.42

AutoCAD SHX Text

12" RCP

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12" RCP

AutoCAD SHX Text

GRATE INLET TOP=502.39 FL=496.37 BOT.=494.86

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

MANHOLE CONFINED SPACE ENTER BY PERMIT

AutoCAD SHX Text

STEAM VAULT

AutoCAD SHX Text

GRATE INLET SILTED IN

AutoCAD SHX Text

12" PIPE

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15" PIPE

AutoCAD SHX Text

10" RCP

AutoCAD SHX Text

GRATE INLET TOP=504.14 FL=494.22 FL 10" RCP=494.72

AutoCAD SHX Text

GRATE INLET TOP=502.80 FL=493.07

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10" RCP

AutoCAD SHX Text

10" RCP

AutoCAD SHX Text

CURB INLET TOP=508.43 FL=503.83

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10" RCP

AutoCAD SHX Text

GRATE INLET TOP=501.45 FL=496.35

AutoCAD SHX Text

10" VCP

AutoCAD SHX Text

10" VCP

AutoCAD SHX Text

24" RCP

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24" RCP

AutoCAD SHX Text

GRATE INLET TOP=501.45 FL=492.16

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GRATE INLET (TRAPPED) TOP=497.66 FL=493.06 BOT.=491.81

AutoCAD SHX Text

GRATE INLET TOP=499.54 FL=495.97 IN FL=495.95 OUT

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

STM MH TOP=498.97 FL=492.12

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

GRATE INLET TOP=499.48 FL=494.77 IN FL=493.63 OUT

AutoCAD SHX Text

COULD NOT OPEN

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GRATE INLET TOP=493.12 FL=481.22

AutoCAD SHX Text

48" RCP

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48" RCP

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12" RCP

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

GRATE INLET TOP=492.90 FL=488.5 IN FL=487.5 OUT

AutoCAD SHX Text

MANHOLE TOP=495.18 FL=480.18

AutoCAD SHX Text

42" RCP

AutoCAD SHX Text

MANHOLE TOP=496.13 FL=479.78 SW FL=480.58

AutoCAD SHX Text

52" RCP

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24" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

MANHOLE TOP=496.02 FL=484.12

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

CURB INLET TOP=495.88 FL=492.53

AutoCAD SHX Text

MANHOLE TOP=481.11 FL=474.06

AutoCAD SHX Text

MANHOLE TOP=491.66 FL=475.56 FL 12" SW 486.01

AutoCAD SHX Text

42" RCP

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36" RCP

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36" RCP

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36" RCP

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12" RCP

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18" RCP

AutoCAD SHX Text

MANHOLE TOP=496.04 ENTER BY PERMIT ONLY

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

12" PLUGGED

AutoCAD SHX Text

MANHOLE TOP=489.73 FL=485.78

AutoCAD SHX Text

MANHOLE TOP=484.67 FL=478.57

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

GRATE INLET TOP=484.62 FL=479.27

AutoCAD SHX Text

CONC. PAD

AutoCAD SHX Text

GRAVESTONE MARKER (TYPICAL)

AutoCAD SHX Text

GRAVESTONE MARKER (TYPICAL)

AutoCAD SHX Text

GRAVESTONE MARKER (TYPICAL)

AutoCAD SHX Text

AREA UNDER CONSTRUCTION

AutoCAD SHX Text

EXISTING BURIAL SITES

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

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GRATE INLET TOP=509.20 FL=505.70

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

6' CHAINLINK FENCE

AutoCAD SHX Text

9' WROUGHT IRON FENCE

AutoCAD SHX Text

LIQUID OXYGEN TANKS BEHIND 8' CHAINLINK FENCE

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CONC.

AutoCAD SHX Text

STEAM VAULT

AutoCAD SHX Text

BLDG 63

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BLDG 61

AutoCAD SHX Text

GRAVESTONE MARKER (TYPICAL)

AutoCAD SHX Text

GRAVESTONE MARKER (TYPICAL)

AutoCAD SHX Text

EXISTING EASEMENT

AutoCAD SHX Text

EXISTING EASEMENT

AutoCAD SHX Text

LT BLAISSE DR (ASPHALT)

AutoCAD SHX Text

ASPHALT PVMT

AutoCAD SHX Text

IR

AutoCAD SHX Text

IR

AutoCAD SHX Text

CONC. PAD

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

CONC. PAD (TYPICAL)

AutoCAD SHX Text

BLDG 48

AutoCAD SHX Text

BLDG 7

AutoCAD SHX Text

CONC. PAD (TYPICAL)

AutoCAD SHX Text

BLDG 8

AutoCAD SHX Text

BLDG 7

AutoCAD SHX Text

ASPHALT PVMT

AutoCAD SHX Text

MATCHLINE - PHASE 5A&B

AutoCAD SHX Text

MATCHLINE - SHEET V-102

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-102

AutoCAD SHX Text V-101

AutoCAD SHX Text

PHASE 5A&B

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. THIS SURVEY REFLECTS THE SITE AS CURRENT CONDITIONS ON THE SURVEY DATE.

AutoCAD SHX Text V-101

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

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FENCE

AutoCAD SHX Text

INLET MANHOLE

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POWER POLE & GUY

AutoCAD SHX Text

TREE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

GRATE INLET

AutoCAD SHX Text

MANHOLE

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%%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

EXISTING EASEMENT

AutoCAD SHX Text

CURB AND GUTTER

AutoCAD SHX Text

BUILDINGS

AutoCAD SHX Text

LT BLASSIE DRIVE

AutoCAD SHX Text

PROPERTY LINE

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JEFFERSON BARRACKS DRIVE

AutoCAD SHX Text

GRAVES STREET

AutoCAD SHX Text

JEFFERSON DRIVE

LIMITS OF CONSTRUCTION

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

Fi le

P at 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 5C

2900 Sheridan Rd, St. Louis, MO, 63125 Project Director

October 28, 2020Revisions: 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

BID DOCUMENTS

MSD PROJECT NUMBER: 20MSD-00298

MSD BASEMAP: 30H2

STUART

M. HAW III

NUMBER

LS-2382

STA TE OF MISSOURI

REGISTERED LA ND SURVEY

OR

MC HS

TOPOGRAPHICAL

SURVEY 2 OF 2

----4 68

AutoCAD SHX Text

ASPHALT PVMT

AutoCAD SHX Text

ASPHALT PVMT

AutoCAD SHX Text

TRAILER

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TRAILER

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TRAILER

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MANHOLE TOP=526.01 FL=519.61 APPEARS INACTIVE

AutoCAD SHX Text

8" DIP

AutoCAD SHX Text

MANHOLE TOP=516.92 FL=502.42

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

MANHOLE TOP=516.70 FL=499.20

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

GRATE INLET TOP=504.93 FL=500.38 IN FL=498.73 OUT

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12" VCP

AutoCAD SHX Text

12" PIPE

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TRANSFORMER

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ELECTRIC CONTROL PANEL

AutoCAD SHX Text

ELECTRIC BOX

AutoCAD SHX Text

COMMUNICATIONS BOX

AutoCAD SHX Text

ELECTRIC BOX

AutoCAD SHX Text

ELECTRIC CONTROL PANEL

AutoCAD SHX Text

ASPHALT PVMT

AutoCAD SHX Text

ASPHALT PVMT

AutoCAD SHX Text

GRAVEL PARKING AREA

AutoCAD SHX Text

RR TIE WALL

AutoCAD SHX Text

EXISTING BURIAL SITES

AutoCAD SHX Text

AREA UNDER CONSTRUCTION

AutoCAD SHX Text

AREA UNDER CONSTRUCTION

AutoCAD SHX Text

AREA UNDER CONSTRUCTION

AutoCAD SHX Text

6' TEMP. CONSTRUCTION FENCE

AutoCAD SHX Text

6' CHAINLINK FENCE

AutoCAD SHX Text

6' CHAINLINK FENCE

AutoCAD SHX Text

8' CHAINLINK FENCE

AutoCAD SHX Text

EXISTING EASEMENT

AutoCAD SHX Text

ASPHALT PVMT

AutoCAD SHX Text

EXISTING BURIALS

AutoCAD SHX Text

BOLLARDS

AutoCAD SHX Text

ASPHALT PVMT

AutoCAD SHX Text

IR

AutoCAD SHX Text

IR

AutoCAD SHX Text

CONC. PAD

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

CONC. PAD (TYPICAL)

AutoCAD SHX Text

BLDG 48

AutoCAD SHX Text

BLDG 7

AutoCAD SHX Text

CONC. PAD (TYPICAL)

AutoCAD SHX Text

BLDG 8

AutoCAD SHX Text

BLDG 7

AutoCAD SHX Text

ASPHALT PVMT

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

MATCHLINE - SHEET V-101

AutoCAD SHX Text

KEY MAP

AutoCAD SHX Text

PHASE 5A&B

AutoCAD SHX Text V-101

AutoCAD SHX Text V-102

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. THIS SURVEY REFLECTS THE SITE AS CURRENT CONDITIONS ON THE SURVEY DATE.

AutoCAD SHX Text V-102

AutoCAD SHX Text

GRAVES DRIVE

AutoCAD SHX Text

LT BLASSIE DRIVE

AutoCAD SHX Text

JEFFERSON BARRACKS DRIVE

AutoCAD SHX Text

LEAVENWORTH ROAD

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

EXISTING EASEMENT

AutoCAD SHX Text

CURB AND GUTTER

AutoCAD SHX Text

BUILDINGS

AutoCAD SHX Text

PROPERTY LINE

LIMITS OF CONSTRUCTION

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

Fi le

P at 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 5C

2900 Sheridan Rd, St. Louis, MO, 63125 Project Director

October 28, 2020Revisions: 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

BID DOCUMENTS

MSD PROJECT NUMBER: 20MSD-00298

MSD BASEMAP: 30H2

MC HS

OVERALL EXISTING CONDITIONS

XX5 68

AutoCAD SHX Text

ASPHALT PARKING

AutoCAD SHX Text

ASPHALT PVMT

AutoCAD SHX Text

GRAVESTONE MARKER (TYPICAL)

AutoCAD SHX Text

GRAVESTONE MARKER (TYPICAL)

AutoCAD SHX Text

GRAVESTONE MARKER (TYPICAL)

AutoCAD SHX Text

GRAVESTONE MARKER (TYPICAL)

AutoCAD SHX Text

ASPHALT PVMT

AutoCAD SHX Text

ASPHALT PVMT

AutoCAD SHX Text

AREA UNDER CONSTRUCTION

AutoCAD SHX Text

AREA UNDER CONSTRUCTION

AutoCAD SHX Text

AREA UNDER CONSTRUCTION

AutoCAD SHX Text

EXISTING BURIAL SITES

AutoCAD SHX Text

9' WROUGHT IRON FENCE

AutoCAD SHX Text

6' CHAINLINK FENCE

AutoCAD SHX Text

8' CHAINLINK FENCE

AutoCAD SHX Text

STEAM VAULT

AutoCAD SHX Text

GRAVESTONE MARKER (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 BURIALS

AutoCAD SHX Text

POSTS AND CHAIN AT EDGE OF PAVEMENT

AutoCAD SHX Text B-103

AutoCAD SHX Text B-101

AutoCAD SHX Text B-102

AutoCAD SHX Text B-104

AutoCAD SHX Text B-105

AutoCAD SHX Text B-002

AutoCAD SHX Text B-106

AutoCAD SHX Text B-107

AutoCAD SHX Text B-109

AutoCAD SHX Text B-108

AutoCAD SHX Text B-110

AutoCAD SHX Text B-111

AutoCAD SHX Text B-112

AutoCAD SHX Text B-003

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 B-100

AutoCAD SHX Text B-102

AutoCAD SHX Text

PHASE 5A&B

AutoCAD SHX Text B-101

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. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION.

AutoCAD SHX Text

REFER TO ENLARGED SHEETS B-101 TO B-102 FOR DETAIL.

AutoCAD SHX Text

VETERANS DR (ASPHALT)

AutoCAD SHX Text

KEY MAP

AutoCAD SHX Text

PHASE 5A&B

AutoCAD SHX Text B-102

B-101

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

Fi le

P at 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 5C

2900 Sheridan Rd, St. Louis, MO, 63125 Project Director

October 28, 2020Revisions: 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

BID DOCUMENTS

MSD PROJECT NUMBER: 20MSD-00298

MSD BASEMAP: 30H2

MC HS

EXISTING CONDITIONS 1 OF 4

XX6 68

AutoCAD SHX Text

ASPHALT PARKING

AutoCAD SHX Text

ASPHALT PVMT

AutoCAD SHX Text

MANHOLE TOP = 505.12 = 501.42

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

GRATE INLET TOP=502.39 FL=496.37 BOT.=494.86

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

GRATE INLET SILTED IN

AutoCAD SHX Text

12" PIPE

AutoCAD SHX Text

15" PIPE

AutoCAD SHX Text

10" RCP

AutoCAD SHX Text

GRATE INLET TOP=504.14 FL=494.22 FL 10" RCP=494.72

AutoCAD SHX Text

GRATE INLET TOP=502.80 FL=493.07

AutoCAD SHX Text

10" RCP

AutoCAD SHX Text

10" RCP

AutoCAD SHX Text

GRATE INLET TOP=499.54 FL=495.97 IN FL=495.95 OUT

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

STM MH TOP=498.97 FL=492.12

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

GRATE INLET TOP=499.48 FL=494.77 IN FL=493.63 OUT

AutoCAD SHX Text

COULD NOT OPEN

AutoCAD SHX Text

GRATE INLET TOP=493.12 FL=481.22

AutoCAD SHX Text

48" RCP

AutoCAD SHX Text

48" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

GRATE INLET TOP=492.90 FL=488.5 IN FL=487.5 OUT

AutoCAD SHX Text

MANHOLE TOP=495.18 FL=480.18

AutoCAD SHX Text

42" RCP

AutoCAD SHX Text

MANHOLE TOP=496.13 FL=479.78 SW FL=480.58

AutoCAD SHX Text

52" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

MANHOLE TOP=496.02 FL=484.12

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

CURB INLET TOP=495.88 FL=492.53

AutoCAD SHX Text

MANHOLE TOP=481.11 FL=474.06

AutoCAD SHX Text

MANHOLE TOP=491.66 FL=475.56 FL 12" SW 486.01

AutoCAD SHX Text

42" RCP

AutoCAD SHX Text

36" RCP

AutoCAD SHX Text

36" RCP

AutoCAD SHX Text

36" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

MANHOLE TOP=496.04 ENTER BY PERMIT ONLY

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

12" PLUGGED

AutoCAD SHX Text

MANHOLE TOP=489.73 FL=485.78

AutoCAD SHX Text

MANHOLE TOP=484.67 FL=478.57

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

GRATE INLET TOP=484.62 FL=479.27

AutoCAD SHX Text

GRAVESTONE MARKER (TYPICAL)

AutoCAD SHX Text

GRAVESTONE MARKER (TYPICAL)

AutoCAD SHX Text

GRAVESTONE MARKER (TYPICAL)

AutoCAD SHX Text

AREA UNDER CONSTRUCTION

AutoCAD SHX Text

EXISTING BURIAL SITES

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

GRATE INLET TOP=509.20 FL=505.70

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

9' WROUGHT IRON FENCE

AutoCAD SHX Text

STEAM VAULT

AutoCAD SHX Text

GRAVESTONE MARKER (TYPICAL)

AutoCAD SHX Text

GRAVESTONE MARKER (TYPICAL)

AutoCAD SHX Text

EXISTING EASEMENT

AutoCAD SHX Text

EXISTING EASEMENT

AutoCAD SHX Text

POSTS AND CHAIN AT EDGE OF PAVEMENT

AutoCAD SHX Text B-106

AutoCAD SHX Text B-107

AutoCAD SHX Text B-109

AutoCAD SHX Text B-108

AutoCAD SHX Text B-110

AutoCAD SHX Text B-111

AutoCAD SHX Text B-112

AutoCAD SHX Text B-003

AutoCAD SHX Text B-103

AutoCAD SHX Text B-101

AutoCAD SHX Text B-102

AutoCAD SHX Text B-104

AutoCAD SHX Text B-105

AutoCAD SHX Text B-002

AutoCAD SHX Text B-106

AutoCAD SHX Text B-107

AutoCAD SHX Text B-109

AutoCAD SHX Text B-108

AutoCAD SHX Text B-110

AutoCAD SHX Text B-111

AutoCAD SHX Text B-112

AutoCAD SHX Text B-003

AutoCAD SHX Text

MATCHLINE - PHASE 5A&B

AutoCAD SHX Text

MATCHLINE - SHEET B-102

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 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

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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

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PP

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UNDERGROUND WATER

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UNDERGROUND ELECTRIC

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UNDERGROUND TELEPHONE\COMMUNICATIONS

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UNDERGROUND STEAM

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CURB AND GUTTER

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. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION.

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LT. BLAISSE DR.

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KEY MAP

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PHASE 5A&B

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BORING LOCATION

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

Fi le

P at 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 5C

2900 Sheridan Rd, St. Louis, MO, 63125 Project Director

October 28, 2020Revisions: 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

BID DOCUMENTS

MSD PROJECT NUMBER: 20MSD-00298

MSD BASEMAP: 30H2

MC HS

EXISTING CONDITIONS 2 OF 4

XX7 68

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MANHOLE TOP=516.92 FL=502.42

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10" PVC

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10" PVC

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10" PVC

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MANHOLE TOP=516.70 FL=499.20

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10" PVC

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GRATE INLET TOP=504.93 FL=500.38 IN FL=498.73 OUT

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12" VCP

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12" PIPE

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ELECTRIC BOX

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COMMUNICATIONS BOX

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ELECTRIC BOX

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ELECTRIC CONTROL PANEL

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ASPHALT PVMT

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ASPHALT PVMT

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AREA UNDER CONSTRUCTION

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AREA UNDER CONSTRUCTION

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6' CHAINLINK FENCE

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8' CHAINLINK FENCE

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EXISTING EASEMENT

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EXISTING BURIALS

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AutoCAD SHX Text B-105

AutoCAD SHX Text B-002

AutoCAD SHX Text B-103

AutoCAD SHX Text B-101

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AutoCAD SHX Text B-003

AutoCAD SHX Text 0'

AutoCAD SHX Text 1"=30'-0"

AutoCAD SHX Text 20'

AutoCAD SHX Text 10'

AutoCAD SHX Text 40'

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MATCHLINE - SHEET B-101

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CONTROL POINT

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VENT

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HOUSE VENT

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MAIL BOX

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LIGHT STANDARD

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FIRE HYDRANT

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STREET SIGN

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UTILITY METER OR VALVE

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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

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PP

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UNDERGROUND WATER

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UNDERGROUND ELECTRIC

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UNDERGROUND TELEPHONE\COMMUNICATIONS

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UNDERGROUND STEAM

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CURB AND GUTTER

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. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION.

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LT. BLAISSE DR.

AutoCAD SHX Text B-102

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KEY MAP

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PHASE 5A&B

AutoCAD SHX Text B-101

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GRAVES DRIVE

AutoCAD SHX Text B-109

BORING LOCATION

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

Fi le

P at 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 5C

2900 Sheridan Rd, St. Louis, MO, 63125 Project Director

October 28, 2020Revisions: 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

BID DOCUMENTS

MSD PROJECT NUMBER: 20MSD-00298

MSD BASEMAP: 30H2

MC CB

EXISTING CONDITIONS 3 OF 4

XX8 68

B-103

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

Fi le

P at 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 5C

2900 Sheridan Rd, St. Louis, MO, 63125 Project Director

October 28, 2020Revisions: 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

BID DOCUMENTS

MSD PROJECT NUMBER: 20MSD-00298

MSD BASEMAP: 30H2

MC CB

EXISTING CONDITIONS 4 OF 4

XX9 68

B-104

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

Fi le

P at 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 5C

2900 Sheridan Rd, St. Louis, MO, 63125 Project Director

October 28, 2020Revisions: 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: 20MSD-00298

MSD BASEMAP: 30H2

BID DOCUMENTSABBREVIATIONS, DEMOLITION

NOTES, EROSION CONTROL NOTES

DIHWTH 10

Scale: NTS1 TREE PROTECTION

NOTES: 1. ALL PROTECTIVE FENCING SHALL ALL PROTECTIVE FENCING SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF ANY SITE WORK AND REMAIN IN PLACE UNTIL ALL WORK HAS BEEN COMPLETED. IF FENCE REMOVAL IS REQUIRED, OBTAIN PRIOR PERMISSION FROM THE COR. SEE CD101 AND CD102 FOR FENCE LOCATIONS.

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%%UELEVATION

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%%UPLAN

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METAL STAKES @ 6' O.C. (TYP.)

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ORANGE VINYL CONSTRUCTION FENCING. SUBMIT SAMPLE FOR APPROVAL

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ORANGE VINYL CONSTRUCTION FENCING

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TREE CROWN LINE = CRITICAL ROOT ZONE

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METAL STAKES @ 6' O.C.

AutoCAD SHX Text ABBREVIATIONS BMP - BEST MANAGEMENT PRACTICES - BEST MANAGEMENT PRACTICES BOC - BACK OF CURB - BACK OF CURB C.O. - CLEANOUT - CLEANOUT CLF - CHAIN LINK FENCE - CHAIN LINK FENCE EF - EACH FACE - EACH FACE EOP - EDGE OF PAVEMENT - EDGE OF PAVEMENT EW - EACH WAY - EACH WAY FFE - FINISHED FLOOR ELEVATION - FINISHED FLOOR ELEVATION FL - FLOWLINE - FLOWLINE FT - FEET - FEET FND. - FOUNDATION - FOUNDATION HDPE - HIGH DENSITY POLYETHYLENE - HIGH DENSITY POLYETHYLENE MSD - METROPOLITAN ST. LOUIS SEWER - METROPOLITAN ST. LOUIS SEWER DISTRICT M.H. - MANHOLE - MANHOLE PVC - POLYVINYL CHLORIDE PIPE - POLYVINYL CHLORIDE PIPE PUMI - PRIVATE UNDER MSD INSPECTION - PRIVATE UNDER MSD INSPECTION RCP - REINFORCED CONCRETE PIPE - REINFORCED CONCRETE PIPE SQ - SQUARE - SQUARE VCP - VETRIFIED CLAY PIPE - VETRIFIED CLAY PIPE (ATG) - ADJUST TO GRADE - ADJUST TO GRADE (TBR) - TO BE REMOVED - TO BE REMOVED (UIP) - USE IN PLACE- USE IN PLACE

AutoCAD SHX Text LOCATIONS OF ALL UNDERGROUND FACILITIES SHOWN ON PLANS ARE APPROXIMATE, BASED ON PROVIDED SURVEY. DESIGN ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF ANY UNDERGROUND FACILITY SHOWN. OTHER UNDERGROUND FACILITIES MAY EXIST THAT COULD BE UNCOVERED DURING CONSTRUCTION. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES AND IMMEDIATELY NOTIFY THE COR IF ANY SUCH FACILITIES CONFLICT OR INTERFERE WITH THE CONSTRUCTION OF THE PROPOSED WORK. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES TO REMAIN.

AutoCAD SHX Text DEMOLITION NOTES: 1. THE DEMOLITION PLAN IS A GENERAL GUIDE OF WHAT NEEDS TO BE DEMOLISHED. IT SHALL BE THE THE DEMOLITION PLAN IS A GENERAL GUIDE OF WHAT NEEDS TO BE DEMOLISHED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ALL ITEMS THAT REQUIRE DEMOLITION TO COMPLETE THE PROPOSED WORK. 2. PROTECT EXISTING TREES AND VEGETATION INDICATED TO REMAIN. THEY SHALL BE PROTECTED AGAINST PROTECT EXISTING TREES AND VEGETATION INDICATED TO REMAIN. THEY SHALL BE PROTECTED AGAINST UNNECESSARY CUTTING OR SKINNING OF ROOTS, BRANCHES OR BARK, SMOTHERING OF TREES BY STOCKPILE MATERIAL, OR PARKING VEHICLES WITHIN DRIP LINE. PROTECT TREES AND VEGETATION TO REMAIN WITH TEMPORARY CONSTRUCTION FENCING, PRIOR TO SITE CLEARING OPERATIONS. 3. CONTRACTOR TO COORDINATE RELOCATIONS, ABANDONMENT OR REMOVAL OF EXISTING UTILITY WITH UTILITY CONTRACTOR TO COORDINATE RELOCATIONS, ABANDONMENT OR REMOVAL OF EXISTING UTILITY WITH UTILITY COMPANIES AND VA TO AVOID INTERRUPTION OF SERVICE TO BUILDINGS OUTSIDE OF SPECIFIED PHASE OF WORK. 4. SAW CUTTING, CURB AND PAVEMENT REMOVALS TO BE COORDINATED WITH INSTALLATION OF PROPOSED UTILITY SAW CUTTING, CURB AND PAVEMENT REMOVALS TO BE COORDINATED WITH INSTALLATION OF PROPOSED UTILITY MAINS AND SERVICES. CONTRACTOR TO COORDINATE WITH VA TO COORDINATE PAVEMENT REMOVAL AND/OR REPLACEMENT BY UTILITY COMPANY WITH ON-SITE DEMOLITION BY CONTRACTOR. 5. EXISTING PAVEMENT SHOWN TO BE REMOVED SHALL REQUIRE BACKFILL AND PROPER COMPACTION WITH GRADES EXISTING PAVEMENT SHOWN TO BE REMOVED SHALL REQUIRE BACKFILL AND PROPER COMPACTION WITH GRADES TO BE REESTABLISHED TO AVOID CONDITIONS WHERE PONDING WATER OCCURS. 6. THE VA & UTILITY COMPANIES SHALL BE CONTACTED FOR COORDINATION ON PROPER ABANDONMENT AND/OR THE VA & UTILITY COMPANIES SHALL BE CONTACTED FOR COORDINATION ON PROPER ABANDONMENT AND/OR REMOVAL OF EXISTING UTILITY SERVICES TO BE REMOVED. NO CRITICAL SYSTEMS ARE TO BE SHUT OFF WITHOUT ADVANCE NOTICE AND COORDINATION WITH COR. 7. CONTRACTOR TO CONTACT THE VA & UTILITY COMPANIES AND COORDINATE MAIN AND SERVICE INSTALLATIONS, CONTRACTOR TO CONTACT THE VA & UTILITY COMPANIES AND COORDINATE MAIN AND SERVICE INSTALLATIONS, REMOVALS, RELOCATIONS & ABANDONMENT WITH PROPOSED PAVEMENT IMPROVEMENTS. CONTRACTOR TO AVOID CONDITION WHERE NEW PAVEMENT CURBING OR SIDEWALKS WILL BE DISTURBED BY UTILITY INSTALLATION. 8. PAVEMENT AREAS, CURBS, BUILDINGS, TREES, ETC SHALL BE REMOVED IN COMPLIANCE WITH ALL GOVERNING PAVEMENT AREAS, CURBS, BUILDINGS, TREES, ETC SHALL BE REMOVED IN COMPLIANCE WITH ALL GOVERNING AUTHORITIES. 9. ANY STORM SEWER INLETS INDICATED TO REMAIN IN PLACE BUT ARE CHOCKED SHALL BE CLEANED OUT AND ANY STORM SEWER INLETS INDICATED TO REMAIN IN PLACE BUT ARE CHOCKED SHALL BE CLEANED OUT AND POSITIVE FLOW SHALL BE VERIFIED. IF INLETS ARE UNABLE TO BE REPAIRED, COR IS TO BE NOTIFIED IMMEDIATELY. 10. EXISTING SEWER INDICATED TO BE REMOVED AND/OR ABANDONED SHALL BE SECURELY BLOCKED AT ANY POINTS EXISTING SEWER INDICATED TO BE REMOVED AND/OR ABANDONED SHALL BE SECURELY BLOCKED AT ANY POINTS OF INTAKE OR DISCHARGE WITH A BULKHEAD OR PREFORMED FLOG. IF THE SEWER IS ABANDONED, IT SHALL BE COMPLETELY FILLED WITH GROUT. 11. ANY SEWER MANHOLES OUTSIDE THE LIMIT OF CONSTRUCTION ARE (UIP).ANY SEWER MANHOLES OUTSIDE THE LIMIT OF CONSTRUCTION ARE (UIP).

AutoCAD SHX Text SILTATION NOTES: 1. EROSION AND SILTATION CONTROL SHALL BE INSTALLED AND BE MAINTAINED THROUGH THE PROJECT UNTIL EROSION AND SILTATION CONTROL SHALL BE INSTALLED AND BE MAINTAINED THROUGH THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER AND ADEQUATE VEGETATIVE GROWTH ENSURES NO FURTHER EROSION OF THE SOIL. 2.