36C78619B0004-015.pdf

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Attached to: (MM) 835CM3035 | 36C786-19-AP- 0145 Gravesite Expansion PPC & IGB Chattanooga National Cemetery
Solicitation number: 36C78619B0004
Issued by: Department of Veterans Affairs National Cemetery Administration

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36C78619B0004 181126 Chattanooga 835-035 Bid Drawings Final_Part1.pdf

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36C78619C0102-000.docx	DOCX document	Jun 19, 2019
36C78619B0004-0006001.pdf	PDF	Apr 24, 2019
36C78619B0004-0006000.docx	DOCX document	Apr 24, 2019
36C78619B0004-0005000.docx	DOCX document	Apr 10, 2019
36C78619B0004-0005002.pdf	PDF	Apr 10, 2019
36C78619B0004-0005001.pdf	PDF	Apr 10, 2019
36C78619B0004-0004018.pdf	PDF	Apr 4, 2019
36C78619B0004-0004019.pdf	PDF	Apr 4, 2019
36C78619B0004-0004016.docx	DOCX document	Apr 4, 2019
36C78619B0004-0004017.pdf	PDF	Apr 4, 2019
36C78619B0004-0003000.docx	DOCX document	Mar 26, 2019
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36C78619B0004-0001000.docx	DOCX document	Mar 25, 2019
36C78619B0004-014.pdf	PDF	Feb 26, 2019
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36C78619B0004-019.pdf	PDF	Feb 26, 2019
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I V

NATIONAL

CEMETERY

Nashville

Knoxville

Chattanooga

Huntsville

Murfeesboro

Georgia Alabama

NATIONAL

CEMETERY

Hamilton County

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 102 3rd Avenue N.E.

Hickory, NC 28601

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

Gravesite Expansion and Cemetery

Improvements

835CM3035

JULY 16, 2018

Chattanooga National Cemetery

1200 Bailey Avenue, Chattanooga, TN 37404

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

AutoCAD SHX Text

AutoCAD SHX Text Chattanooga National Cemetery

AutoCAD SHX Text September 28, 2018

AutoCAD SHX Text

DEPARTMENT OF VETERANS AFFAIRS

AutoCAD SHX Text

%%UOWNER

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NATIONAL CEMETERY ADMINISTRATION

AutoCAD SHX Text

PROJECT NUMBER: 835CM3035

AutoCAD SHX Text Bid Documents

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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 ENGINEER-SUBCONSULTANT CIVIL ENGINEER-SUBCONSULTANT Wood CEMETERY DESIGN/ARCHITECTURE/MEP/STRUCTURAL-SUBCONSULTANT CEMETERY DESIGN/ARCHITECTURE/MEP/STRUCTURAL-SUBCONSULTANT Aqua Engineering Inc. IRRIGATION DESIGNER-SUBCONSULTANTIRRIGATION DESIGNER-SUBCONSULTANT

AutoCAD SHX Text

%%UGRAVESITE YIELD SUMMARY

AutoCAD SHX Text PRE-PLACED CRYPTS: 6,038 6,038 ACREAGE: 4.69 acres4.69 acres

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

REGIONAL LOCATION MAP NOT TO SCALE

AutoCAD SHX Text

NORTH

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PROJECT SITE MAP NOT TO SCALE

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 REPORT AT ONCE IN WRITING TO THE COR ANY DEFICIENCIES. THE CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY THE DOCUMENTS AND IMMEDIATELY REPORT ANY DEFICIENCIES. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROPOSED POINT OF CONNECTION (P.O.C.) LOCATIONS AND REPORT ANY DISCREPANCY TO THE CO/COR IMMEDIATELY. 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 CO/COR'S REQUIREMENTS. E. MATERIALS INDICATED TO BE DEMOLISHED AND WASTE MATERIALS MATERIALS INDICATED TO BE DEMOLISHED AND WASTE MATERIALS ENCOUNTERED IN THE WORK SHALL BE LEGALLY DISPOSED OF OFF SITE BY CONTRACTOR. F. PROTECT TREES AND OTHER NATURAL FEATURES TO REMAIN. SEE 01 57 19 PROTECT TREES AND OTHER NATURAL FEATURES TO REMAIN. SEE 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS. G. 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. DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. H. NOTIFY UTILITY LOCATOR SERVICE AT LEAST 3 WORKING DAYS PRIOR TO NOTIFY UTILITY LOCATOR SERVICE AT LEAST 3 WORKING DAYS PRIOR TO ANY DIGGING OR EXCAVATION. CALL TENNESSEE 811: 1-800-351-1111.

AutoCAD SHX Text Gravesite Expansion and Cemetery Improvements

AutoCAD SHX Text SHEET DWG. SHEET TITLE DWG. SHEET TITLE DWG. SHEET TITLE SHEET TITLE 1 X-100 COVER SHEET X-100 COVER SHEET COVER SHEET 2 X-101 CONSTRUCTION ACCESS AND STAGING PLAN X-101 CONSTRUCTION ACCESS AND STAGING PLAN CONSTRUCTION ACCESS AND STAGING PLAN 3 V-100 BURIAL SECTIONS EXISTING CONDITIONS V-100 BURIAL SECTIONS EXISTING CONDITIONS BURIAL SECTIONS EXISTING CONDITIONS 4 V-101 NEW COMMITTAL SHELTER B EXISTING CONDITIONS V-101 NEW COMMITTAL SHELTER B EXISTING CONDITIONS NEW COMMITTAL SHELTER B EXISTING CONDITIONS 5 CD-101 BURIAL SECTIONS DEMOLITION PLAN CD-101 BURIAL SECTIONS DEMOLITION PLAN BURIAL SECTIONS DEMOLITION PLAN 6 CD-102 NEW COMMITTAL SHELTER B DEMOLITION PLAN CD-102 NEW COMMITTAL SHELTER B DEMOLITION PLAN NEW COMMITTAL SHELTER B DEMOLITION PLAN 7 C-101 BURIAL SECTION GRADING AND DRAINAGE PLAN C-101 BURIAL SECTION GRADING AND DRAINAGE PLAN BURIAL SECTION GRADING AND DRAINAGE PLAN 8 C-102 COMMITTAL SHELTER B GRADING AND DRAINAGE PLAN C-102 COMMITTAL SHELTER B GRADING AND DRAINAGE PLAN COMMITTAL SHELTER B GRADING AND DRAINAGE PLAN 9 C-103 BURIAL SECTION INITIAL EROSION CONTROL PLAN C-103 BURIAL SECTION INITIAL EROSION CONTROL PLAN BURIAL SECTION INITIAL EROSION CONTROL PLAN 10 C-104 NEW COMMITTAL SHELTER B INITIAL EROSION CONTROL PLAN C-104 NEW COMMITTAL SHELTER B INITIAL EROSION CONTROL PLAN NEW COMMITTAL SHELTER B INITIAL EROSION CONTROL PLAN 11 C-105 BURIAL SECTION INTERIM EROSION CONTROL PLAN C-105 BURIAL SECTION INTERIM EROSION CONTROL PLAN BURIAL SECTION INTERIM EROSION CONTROL PLAN 12 C-106 NEW COMMITTAL SHELTER B INTERIM EROSION CONTROL PLAN C-106 NEW COMMITTAL SHELTER B INTERIM EROSION CONTROL PLAN NEW COMMITTAL SHELTER B INTERIM EROSION CONTROL PLAN 13 C-107 BURIAL SECTION FINAL EROSION CONTROL PLAN C-107 BURIAL SECTION FINAL EROSION CONTROL PLAN BURIAL SECTION FINAL EROSION CONTROL PLAN 14 C-108 NEW COMMITTAL SHELTER B FINAL EROSION CONTROL PLAN C-108 NEW COMMITTAL SHELTER B FINAL EROSION CONTROL PLAN NEW COMMITTAL SHELTER B FINAL EROSION CONTROL PLAN 15 C-109 BURIAL SECTIONS LAYOUT PLAN C-109 BURIAL SECTIONS LAYOUT PLAN BURIAL SECTIONS LAYOUT PLAN 16 C-110 GRAVESITE NUMBERING PLAN C-110 GRAVESITE NUMBERING PLAN GRAVESITE NUMBERING PLAN 17 C-200 ROAD PLAN AND PROFILE C-200 ROAD PLAN AND PROFILE ROAD PLAN AND PROFILE 18 C-501 SITE DETAILS C-501 SITE DETAILS SITE DETAILS 19 C-502 SITE DETAILS C-502 SITE DETAILS SITE DETAILS 20 C-503 EROSION CONTROL DETAILS 1 of 2 C-503 EROSION CONTROL DETAILS 1 of 2 EROSION CONTROL DETAILS 1 of 2 21 C-504 EROSION CONTROL DETAILS 2 of 2 C-504 EROSION CONTROL DETAILS 2 of 2 EROSION CONTROL DETAILS 2 of 2 22 C-505 BURIAL SECTION DETAILS C-505 BURIAL SECTION DETAILS BURIAL SECTION DETAILS 23 C-506 PRE-PLACED CRYPT DETAILS C-506 PRE-PLACED CRYPT DETAILS PRE-PLACED CRYPT DETAILS 24 L-101 LANDSCAPE / SITE PLAN L-101 LANDSCAPE / SITE PLAN LANDSCAPE / SITE PLAN 25 L-102 BURIAL SECTION PLANTING PLAN L-102 BURIAL SECTION PLANTING PLAN BURIAL SECTION PLANTING PLAN 26 L-103 COMMITTAL SHELTER PLANTING PLAN L-103 COMMITTAL SHELTER PLANTING PLAN COMMITTAL SHELTER PLANTING PLAN 27 L-501 LANDSCAPE DETAILS L-501 LANDSCAPE DETAILS LANDSCAPE DETAILS 28 L-502 LANDSCAPE DETAILS L-502 LANDSCAPE DETAILS LANDSCAPE DETAILS 29 A-001 ARCHITECTURE GENERAL NOTES A-001 ARCHITECTURE GENERAL NOTES ARCHITECTURE GENERAL NOTES 30 A-101 NEW COMMITTAL SHELTER B PLANS AND ELEVATIONS A-101 NEW COMMITTAL SHELTER B PLANS AND ELEVATIONS NEW COMMITTAL SHELTER B PLANS AND ELEVATIONS 31 A-301 NEW COMMITTAL SHELTER B SECTIONS & COLUMN DETAILS A-301 NEW COMMITTAL SHELTER B SECTIONS & COLUMN DETAILS NEW COMMITTAL SHELTER B SECTIONS & COLUMN DETAILS 32 A-501 NEW COMMITTAL SHELTER B DETAILS A-501 NEW COMMITTAL SHELTER B DETAILS NEW COMMITTAL SHELTER B DETAILS 33 S-001 NEW COMMITTAL SHELTER B GENERAL NOTES S-001 NEW COMMITTAL SHELTER B GENERAL NOTES NEW COMMITTAL SHELTER B GENERAL NOTES 34 S-002 NEW COMMITTAL SHELTER B WIND DIAGRAMS S-002 NEW COMMITTAL SHELTER B WIND DIAGRAMS NEW COMMITTAL SHELTER B WIND DIAGRAMS 35 S-101 NEW COMMITTAL SHELTER B FOUNDATION AND ROOF FRAMING PLAN S-101 NEW COMMITTAL SHELTER B FOUNDATION AND ROOF FRAMING PLAN NEW COMMITTAL SHELTER B FOUNDATION AND ROOF FRAMING PLAN 36 S-301 NEW COMMITTAL SHELTER B SECTIONS S-301 NEW COMMITTAL SHELTER B SECTIONS NEW COMMITTAL SHELTER B SECTIONS 37 S-501 NEW COMMITTAL SHELTER B DETAILS S-501 NEW COMMITTAL SHELTER B DETAILS NEW COMMITTAL SHELTER B DETAILS 38 E-001 GENERAL ELECTRICAL NOTES E-001 GENERAL ELECTRICAL NOTES GENERAL ELECTRICAL NOTES 39 E-100 SITE PLAN EXISTING SHELTER B E-100 SITE PLAN EXISTING SHELTER B SITE PLAN EXISTING SHELTER B 40 E-101 SITE PLAN COMMITTAL SHELTER B E-101 SITE PLAN COMMITTAL SHELTER B SITE PLAN COMMITTAL SHELTER B 41 E-200 PLANS, SCHEDULES, AND ONE LINE DIAGRAM E-200 PLANS, SCHEDULES, AND ONE LINE DIAGRAM PLANS, SCHEDULES, AND ONE LINE DIAGRAM 42 IR-101 IRRIGATION COVER SHEET IR-101 IRRIGATION COVER SHEET IRRIGATION COVER SHEET 43 IR-201 IRRIGATION PLAN IR-201 IRRIGATION PLAN IRRIGATION PLAN 44 IR-202 IRRIGATION PLAN IR-202 IRRIGATION PLAN IRRIGATION PLAN 45 IR-501 IRRIGATION DETAILS IR-501 IRRIGATION DETAILS IRRIGATION DETAILS 46 IR-502 IRRIGATION DETAILS IR-502 IRRIGATION DETAILS IRRIGATION DETAILS 47 IR-503 IRRIGATION DETAILS IR-503 IRRIGATION DETAILS IRRIGATION DETAILS

AutoCAD SHX Text ONE CALL: tenn811.COM OR tenn811.COM OR 811 or (800)351-1111

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text X-100

AutoCAD SHX Text

COVER SHEET

S x

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 102 3rd Avenue N.E.

Hickory, NC 28601

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

X-101

CONSTRUCTION ACCESS AND

STAGING PLAN

X x x x x x x x x x x

TOP: 661.7

INV IN: 657.1

INV OUT: 657.1

TOP: 666.4

INV IN: 659.1

INV OUT: 659.1

TOP: 663.0

INV IN (NORTH): 659.9

INV IN (EAST): 659.9

INV OUT: 659.9

TOP: 663.1

INV OUT: 660.5

TOP: 666.4

INV OUT: 662.4

TOP: 659.0

INV OUT: 655.4

TOP: 656.0

INV IN: 653.9

INV OUT: 653.8

TOP: 657.1

INV IN (WEST): 652.2

INV IN (EAST): 652.2

INV OUT: 652.1

TOP: 657.8

INV IN: 651.5

DIRECTION

UNKNOWN

TOP: 659.6

26" OAK

25"OAK

3" ORN

24"OAK

27"OAK

20"OAK

21"OAK

30" OAK

18"CEDAR

3"X2 CEDAR

8"CEDAR

16"CEDAR

24" CEDAR

3"ORN

29"MAG

14"MAG

18"MAG

3"CYP 3"CYP

3"CYP

CRAPE MYRTLE CLSTR

16"CEDAR

18"CEDAR

17"CEDAR

3"CYP

18"CEDAR

15"CEDAR

7"CYP

3"CYP

17"CEDAR

21"CEDAR

6"CYP

14"CEDAR

17"CEDAR

3"CYP

15"CEDAR

19"CEDAR

14"CEDAR

4"CYP

12"CEDAR

15"CEDAR

3"CYP

15"CEDAR

12"CEDAR

10"CYP

15"CEDAR

17"CEDAR

13"CEDAR

16"CEDAR

17"CYP

6"CYP

18"CEDAR

10"CYP 10"CYP10"CYP

4"CYP

10"CEDAR

6"CYP

26"OAK

36"OAK

27"OAK

21"OAK

26"OAK

24"OAK

28"OAK

32"OAK

35"OAK

41"OAK

39"OAK

6"CYP

27"OAK

36"OAK

42"OAK

10"CHERRY

40"OAK

23"OAK

33"OAK

30"OAK

24"OAK

4"OAK

28"OAK

27"OAK

30"OAK

24"OAK

29"MAG

4"OAK

4"SHRUBS

25"OAK

26"OAK

TEMPORARY CONSTRUCTION

FENCE

24"OAK

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 102 3rd Avenue N.E.

Hickory, NC 28601

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BURIAL SECTIONS EXISTING

CONDITIONS

V-100

S OW

ETRAN

FLAG

GVP

AIR RELIEF

1234 ADDRESS

COMPUTED POINT

BOLLARD

CENTRAL ANGLE

BENCHMARK

CENTER LINE

CLEAN OUT

DIRECTION

SOIL BORING

ELECTRIC METER

ELECTRIC VAULT

ELECTRIC TRANSFORMER

FIRE HYDRANT

FLAG

GAS METER

GAS VENT PIPE

GAS VALVE

GRATE

GUY POLE

GUY ANCHOR

HANDICAP

HEADWALL

HEDGE

INLET ~ DROP

INLET ~ DW

INLET ~ SW

JB JUNCTION BOX

LAND HOOK

LT LINE TREE

LAND LOT NUMBER

LIGHT POLE

MAIL BOX

MANHOLE ~ DRAINAGE

MARSH

E MANHOLE ~ ELECTRIC

S MANHOLE ~ SANITARY

MP MILE POST

MONUMENT FOUND

T MANHOLE ~ TELEPHONE

MONUMENT SET

MONITORING WELL

PT PERC TEST

PMET POWER METER

RIP RAP

ROCK

RAIL ROAD

DISH SATELLITE DISH

SEPT SEPTIC TANK

SHRUB

SIGN

SH SPRINKLER

TB TELEPHONE BOX

TELEPHONE PEDESTAL

TEST PIT

TRAFFIC POLE

TREE ~ DECIDUOUS

TREE ~ EVERGREENUW

UNDERWATER SHOT

UTILITY POLE WITH RISER

UTILITY POLE

WATER METER

WATER SERVICE OUTLET

WATER VALVE

W WELL

WITNESS TREE

YARD INLET

RIGHT-OF-WAYR/W

ELECTRICE

DEED BOOKDB

PAGEPG

PLAT BOOKPB

POINT OF COMMENCEMENTPOC

POINT OF BEGINNINPOB

STATE PLANE GRID COORDINATE

PARCEL IDENTIFICATION NUMBERPIN

CONCRETECONC

ASPHALTASPH

TELEPHONET

POINT OF TERMINATIONPOT

SPGC

DATA ACCORDING TO RECORDDATR

FIRE WATERFW

TREATED WASTE WATERTWW

SLUDGESL

CHILLED WATERCW

STEELSTL

ARGONAR

NOW OR FORMERLYN/F

UNKNOWNUK

WASTE OILWO

DILUTED WASTE WATERDWW

OXYGENO

SANITARY SEWERSS

PROCESSED WATERPW

CATHODIC PROTECTIONCP

STORM DRAINSD

WATERW

NATURAL GASG

REINFORCED CONCRETE PIPERCP

LIMITS OF SURVEY (APPLIES TO SUE ONLY)LOS

COMPRESSED AIRAIR

COPPERCU

HIGH DENSITY POLYETHYLENE (PIPE)HDPE

DUCTILE IRONDI

NITROGENN

PLASTIC (PIPE)PL

STEAMST

CLEAN OUTCO

JUNCTION BOXJB

WASTE WATER TREATMENT PLANTWWTP

NON-POTABLE WATERNW

CABINET

HAND HOLDH

HOSE HOUSE (WITH BOLLARDS)

POST INDICATOR VALVEP I V

TRAFFIC CONTROL PEDESTRIAN BUTTON POST

VENT

TC MANHOLE ~ TRAFFIC CONTROL

? MANHOLE ~ UNKNOWN

LINE TYPES

PROPERTY LINE/RIGHT-OF-WAY

EXISTING CONTOUR

OVERHEAD UTILITY

FENCE

UNDERGROUND UTILITY (? = TYPE NOTED IN ABBREVIATIONS)

E X

ABBREVIATIONS

SYMBOLS

IRRIGATION CONTROL VALVEI C V

HEADSTONE (ID NUMBER)

HAMILTON COUNTY,TENNESSEE

CITY OF CHATTANOOGA

SITE

TOP: 663.6

INV IN: 658.2

INV OUT: 658.1

TOP: 662.7

INV: UNABLE

TOP: 687.9

INV: UNABLE

TOP: 688.2

INV: UNABLE

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 102 3rd Avenue N.E.

Hickory, NC 28601

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

NEW COMMITTAL SHELTER B

EXISTING CONDITIONS

V-101

HAMILTON COUNTY,TENNESSEE ~ CITY OF CHATTANOOGA

SITE

S OW

SOIL BORING

SH SPRINKLER

TB TELEPHONE BOX

TELEPHONE PEDESTAL

TEST PIT

TRAFFIC POLE

TREE ~ DECIDUOUS

TREE ~ EVERGREENUW

UNDERWATER SHOT

UTILITY POLE WITH RISER

UTILITY POLE

WATER METER

WATER SERVICE OUTLET

WATER VALVE

W WELL

WITNESS TREE

YARD INLET

RIGHT-OF-WAYR/W

ELECTRICE

DEED BOOKDB

PAGEPG

PLAT BOOKPB

POINT OF COMMENCEMENTPOC

POINT OF BEGINNINPOB

STATE PLANE GRID COORDINATE

PARCEL IDENTIFICATION NUMBERPIN

CONCRETECONC

ASPHALTASPH

TELEPHONET

POINT OF TERMINATIONPOT

SPGC

DATA ACCORDING TO RECORDDATR

FIRE WATERFW

TREATED WASTE WATERTWW

SLUDGESL

CHILLED WATERCW

STEELSTL

ARGONAR

NOW OR FORMERLYN/F

UNKNOWNUK

WASTE OILWO

DILUTED WASTE WATERDWW

OXYGENO

SANITARY SEWERSS

PROCESSED WATERPW

CATHODIC PROTECTIONCP

STORM DRAINSD

WATERW

NATURAL GASG

REINFORCED CONCRETE PIPERCP

LIMITS OF SURVEY (APPLIES TO SUE ONLY)LOS

COMPRESSED AIRAIR

COPPERCU

HIGH DENSITY POLYETHYLENE (PIPE)HDPE

DUCTILE IRONDI

NITROGENN

PLASTIC (PIPE)PL

STEAMSTCLEAN OUTCO

JUNCTION BOXJB

WASTE WATER TREATMENT PLANTWWTP

NON-POTABLE WATERNW

TRAFFIC CONTROL PEDESTRIAN BUTTON POST

VENT

ABBREVIATIONS

ETRAN

FLAG

GVP

AIR RELIEF

1234 ADDRESS

COMPUTED POINT

BOLLARD

CENTRAL ANGLE

BENCHMARK

CENTER LINE

CLEAN OUT

DIRECTION

ELECTRIC METER

ELECTRIC VAULT

ELECTRIC TRANSFORMER

FIRE HYDRANT

FLAG

GAS METER

GAS VENT PIPE

GAS VALVE

GRATE

GUY POLE

GUY ANCHOR

HANDICAP

HEADWALL

CABINET

HAND HOLDH

LINE TYPES

PROPERTY LINE/RIGHT-OF-WAY

EXISTING CONTOUR

OVERHEAD UTILITY

FENCE

UNDERGROUND UTILITY

(? = TYPE NOTED IN

ABBREVIATIONS)

E X

SYMBOLS

HEADSTONE (ID NUMBER)

HEDGE

INLET ~ DROP

INLET ~ DW

INLET ~ SW

JB JUNCTION BOX

LAND HOOK

LT LINE TREE

LAND LOT NUMBER

LIGHT POLE

MAIL BOX

MANHOLE ~ DRAINAGE

MARSH

E MANHOLE ~ ELECTRIC

S MANHOLE ~ SANITARY

MP MILE POST

MONUMENT FOUND

T MANHOLE ~ TELEPHONE

MONUMENT SET

MONITORING WELL

PT PERC TEST

PMET POWER METER

RIP RAP

ROCK

RAIL ROAD

DISH SATELLITE DISH

SEPT SEPTIC TANK

SHRUB

SIGN

HOSE HOUSE (WITH BOLLARDS)

POST INDICATOR VALVEP I V

TC MANHOLE ~ TRAFFIC CONTROL

? MANHOLE ~ UNKNOWN

IRRIGATION CONTROL VALVEI C V

x x x x x x x x x

26" OAK

25"OAK

24"OAK

27"OAK

20"OAK

21"OAK

30" OAK

18"CEDAR

3"X2 CEDAR

8"CEDAR

16"CEDAR

14"MAG

18"MAG

3"CYP 3"CYP

3"CYP

CRAPE MYRTLE CLSTR

16"CEDAR

18"CEDAR

17"CEDAR

3"CYP

18"CEDAR

15"CEDAR

7"CYP

3"CYP

17"CEDAR

21"CEDAR

6"CYP

14"CEDAR

17"CEDAR

3"CYP

15"CEDAR

19"CEDAR

14"CEDAR

4"CYP

12"CEDAR

15"CEDAR

3"CYP

15"CEDAR

12"CEDAR

10"CYP

15"CEDAR

17"CEDAR

13"CEDAR

16"CEDAR

18"CEDAR

10"CYP10"CYP

4"CYP

26"OAK

21"OAK

26"OAK

24"OAK

32"OAK

35"OAK

39"OAK

27"OAK

36"OAK

42"OAK

40"OAK

23"OAK

33"OAK

30"OAK

24"OAK

4"OAK

28"OAK

27"OAK

30"OAK

24"OAK

29"MAG

4"OAK

4"SHRUBS

25"OAK

26"OAK

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 102 3rd Avenue N.E.

Hickory, NC 28601

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BURIAL SECTIONS

DEMOLITION PLAN

CD-101

SECTION_ POST_C

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 102 3rd Avenue N.E.

Hickory, NC 28601

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

NEW COMMITTAL SHELTER B

DEMOLITION PLAN

CD-102

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC

3225 Shallowford Rd NE

Marietta, GA 30062

770-321-4040

Atriax Pllc

102 3rd Avenue N.E.

Hickory, NC 28601

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202

Fort Collins, CO 80525-3196

Gravesite Expansion and Cemetery

Improvements

835CM3035

SEPTEMBER 28, 2018

Chattanooga National Cemetery

1200 Bailey Avenue, Chattanooga, TN 37404

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100

Kennesaw, GA 30144

(770) 421-3400 W.T.H.W.T.H.

SCALE: 1"=30'

BURIAL SECTION GRADING AND DRAINAGE PLAN

AutoCAD SHX Text

SECTION_SS

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SECTION_D

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SECTION_D

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SECTION_D

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SECTION_S

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SECTION_VV

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SECTION_VV

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SECTION_VV

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SECTION_TT

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SECTION_DD5

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SECTION_DD5

AutoCAD SHX Text D

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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VA FORM 08-6231

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

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6" PVC HEADER 0.5% SLOPE

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AutoCAD SHX Text 48" DIAMETER DOGHOUSE MANHOLE EXISTING INV. IN 652.59 (W) 6" PVC INV. IN (W/ TIDEFLEX CHECK VALVE) 653.18 (N) EXISTING INV. OUT 652.59 (E) RIM. EL 663.0

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12" PVC HEADER 1% MIN SLOPE TO BE INSTALLED WITH BMPS PRIOR TO LAND DISTURBANCE

AutoCAD SHX Text CONNECT TO EXISTING MANHOLE (VERIFY SIZE) RAISE RIM ELEVATION TO 660.0 8" PVC INV IN (W/ TIDEFLEX CHECK VALVE): 653.87 (W) EXISTING INV. OUT: 653.8 (E)

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EXISTING 48" DIAMETER MANHOLE RAISE RIM ELEV. TO 662.0

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60± LF NEW MOUNTABLECURB AND GUTTER

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55± LF NEW MOUNTABLECURB AND GUTTER

AutoCAD SHX Text NOTES: 1. GRADE SURFACE WITH 2% SLOPE IN GRAVESITE AREAS. GRADE SURFACE WITH 2% SLOPE IN GRAVESITE AREAS. 2. PROVIDE CLEANOUTS AT EACH CHANGE OF DIRECTION. PROVIDE CLEANOUTS AT EACH CHANGE OF DIRECTION. 3. UTILIZE WYE CONNECTIONS AND 45 BENDS IN LIEU OF TEES AND UTILIZE WYE CONNECTIONS AND 45° BENDS IN LIEU OF TEES AND90° BENDS.4. GRADE THE SITE TO DRAIN FREELY. GRADE THE SITE TO DRAIN FREELY. 5. ADJUST RIMS OF EXISTING MANHOLES TO PROPOSED GRADES. ADJUST RIMS OF EXISTING MANHOLES TO PROPOSED GRADES. 6. PLUG/SEAL OPENINGS IN MANHOLES CREATED BY EXISTING PIPE PLUG/SEAL OPENINGS IN MANHOLES CREATED BY EXISTING PIPE REMOVAL. 7. SUBGRADE FOR CRYPT FIELD TO MIRROR FINISHED GRADES UNLESS SUBGRADE FOR CRYPT FIELD TO MIRROR FINISHED GRADES UNLESS OTHERWISE NOTED. 8. THERE IS NO ON-SITE STORAGE AREAS OUTSIDE OF THE THERE IS NO ON-SITE STORAGE AREAS OUTSIDE OF THE CONSTRUCTION SITE FOR EXCESS EXCAVATED SOILS OR FOR EXCAVATED SOILS TO BE REUSED AS BACKFILL. 9. CONTRACTOR SHALL PROVIDE AN APPROPRIATE AREA OFF-SITE ON CONTRACTOR SHALL PROVIDE AN APPROPRIATE AREA OFF-SITE ON WHICH TO DISPOSE OF ALL SOILS NOT TO BE REUSED AS BACKFILL OR TOPSOIL. 10. LOCATIONS OF ALL UNDERGROUND FACILITIES SHOWN ON PLANS 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.

AutoCAD SHX Text

12" PVC HEADER 0.25% SLOPE TO BE INSTALLED WITH BMPS PRIOR TO LAND DISTURBANCE

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AutoCAD SHX Text KEYNOTES: 1. 4" PERFORATED HDPE UNDERDRAIN. 0.1% SLOPE 4" PERFORATED HDPE UNDERDRAIN. 0.1% SLOPE 2. 4" PERFORATED HDPE UNDERDRAIN. 0.6% SLOPE. 4" PERFORATED HDPE UNDERDRAIN. 0.6% SLOPE. 3. 4" PERFORATED HDPE UNDERDRAIN. 1% SLOPE. 4" PERFORATED HDPE UNDERDRAIN. 1% SLOPE. 4. 4" PERFORATED HDPE UNDERDRAIN. MIN 1% SLOPE. 4" PERFORATED HDPE UNDERDRAIN. MIN 1% SLOPE. 5. 4" CLEANOUT, DETAIL 2/C505 4" CLEANOUT, DETAIL 2/C505 6. 4" PERFORATED HDPE UNDERDRAIN. MIN 0.5% SLOPE. 4" PERFORATED HDPE UNDERDRAIN. MIN 0.5% SLOPE. 7. CREATE POSITIVE DRAINAGE TO AREA INLETS.CREATE POSITIVE DRAINAGE TO AREA INLETS.

AutoCAD SHX Text X

AutoCAD SHX Text 48" DIAMETER MANHOLE 6" PVC INV IN: 653.05 (W) 6" PVC INV IN: 653.05 (N) 8" PVC INV. IN:654.07 (S) 8" PVC INV. OUT: 654.03 (E) RIM ELEV. 660.75

AutoCAD SHX Text

27" AREA INLET 8" PVC INV OUT: 654.19 (NE) RIM ELEV. 656.50

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INV. 654.76

AutoCAD SHX Text

INV. 654.62

AutoCAD SHX Text

INV. 654.98

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INV. 654.71

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INV. 654.45

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AutoCAD SHX Text 48" DIAMETER DOGHOUSE MANHOLE EXISTING INV. IN 652.37 (W) 8" PVC (W/ TIDEFLEX CHECK VALVE) INV. IN 653.20 (S) EXISTING INV. OUT 652.37 (E) RIM EL. 660.5

AutoCAD SHX Text

27" AREA INLET 8" PVC INV. OUT 653.50 (N) RIM EL. 657.50

AutoCAD SHX Text

AutoCAD SHX Text C-101

AutoCAD SHX Text

BURIAL SECTION GRADING AND DRAINAGE PLAN

AutoCAD SHX Text EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR STORM DRAIN GRADE TRANSITION LIMIT OF WORK GRADE/SLOPE & FLOW DIRECTION

AutoCAD SHX Text

AutoCAD SHX Text -2.0%

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LEGEND

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LIMIT OF WORK

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SCALE: 1" = 30'

AutoCAD SHX Text

SITE BENCHMARK

3.5" BRONZE DISK IN CONCRETE

N: 256964.5' E: 2181629.3'

ELEV: 695.34'

SITE BENCHMARK

3.5" BRONZE DISK IN CONCRETE

N: 257082.6' E: 2181189.7'

ELEV: 675.72'

SCALE: 1"=30'

COMMITTAL SHELTER GRADING PLAN

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC

3225 Shallowford Rd NE

Marietta, GA 30062

770-321-4040

Atriax Pllc

102 3rd Avenue N.E.

Hickory, NC 28601

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202

Fort Collins, CO 80525-3196

Gravesite Expansion and Cemetery

Improvements

835CM3035

SEPTEMBER 28, 2018

Chattanooga National Cemetery

1200 Bailey Avenue, Chattanooga, TN 37404

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100

Kennesaw, GA 30144

(770) 421-3400 W.T.H.W.T.H.

SCALE: 1"=10'

COMMITTAL SHELTER ENLARGED PLAN

SCALE: 1"=10'

RETAINING WALL ENLARGED PLAN

AutoCAD SHX Text

SECTION_J

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SECTION_X

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SECTION_X

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SECTION_O

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SECTION_O

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SECTION_R

AutoCAD SHX Text D

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SECTION_CM-4

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SECTION_CM-4

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SECTION_J

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SECTION_O

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SECTION_X

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SECTION_R

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SECTION_CM-4

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SCALE: 1" = 30'

AutoCAD SHX Text

AutoCAD SHX Text C-102

AutoCAD SHX Text

COMMITTAL SHELTER GRADING AND DRAINAGE PLAN

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text NOTES: 1. SPECIAL CARE TO BE TAKEN TO NOT DISTURB EXISTING SPECIAL CARE TO BE TAKEN TO NOT DISTURB EXISTING GRAVESITES. 2. PROVIDE SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND PROVIDE SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND NEW CORTEGE LANE. 3. GRADE THE SITE TO DRAIN FREELY. GRADE THE SITE TO DRAIN FREELY. 4. COORDINATE WITH THE CEMETERY FOR TIE IN TO EXISTING STORM COORDINATE WITH THE CEMETERY FOR TIE IN TO EXISTING STORM DRAIN SYSTEM. 5. ROUTE ROOF DRAINS BELOW GRADE AND CONNECT TO ROUTE ROOF DRAINS BELOW GRADE AND CONNECT TO STRUCTURE 4. MAINTAIN MINIMUM 3' COVER AND 1% SLOPE. 6. PROVIDE CLEANOUTS AT CHANGE IN DIRECTIONS. USE 45 PROVIDE CLEANOUTS AT CHANGE IN DIRECTIONS. USE 45°BENDS AND WYES IN LIEU OF 90°s.7. THERE IS NO ON-SITE STORAGE AREAS OUTSIDE OF THE THERE IS NO ON-SITE STORAGE AREAS OUTSIDE OF THE CONSTRUCTION SITE FOR EXCESS EXCAVATED SOILS OR FOR EXCAVATED SOILS TO BE REUSED AS BACKFILL. 8. CONTRACTOR SHALL PROVIDE AN APPROPRIATE AREA OFF-SITE CONTRACTOR SHALL PROVIDE AN APPROPRIATE AREA OFF-SITE ON WHICH TO DISPOSE OF ALL SOILS NOT TO BE REUSED AS BACKFILL OR TOPSOIL. 9. LOCATIONS OF ALL UNDERGROUND FACILITIES SHOWN ON PLANS 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.

AutoCAD SHX Text EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LIMIT OF WORK FLOW DIRECTION

AutoCAD SHX Text

AutoCAD SHX Text KEYNOTES: 1. RIBBON CURB, FLUSH WITH ASPHALT ROADWAY RIBBON CURB, FLUSH WITH ASPHALT ROADWAY 2. 5' CONCRETE WALK 5' CONCRETE WALK 3. TRANSITION TO 6' CONCRETE WALK TRANSITION TO 6' CONCRETE WALK 4. PROPOSED RETAINING WALL. PROPOSED RETAINING WALL. 5. ADJUST RIM OF CATCH BASIN FLUSH WITH NEW ROADWAY. ADJUST RIM OF CATCH BASIN FLUSH WITH NEW ROADWAY. 6. 4" PVC ROOF DRAINS W/ CLEANOUTS.4" PVC ROOF DRAINS W/ CLEANOUTS.

AutoCAD SHX Text X

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COMMITTAL SERVICE SHELTER

AutoCAD SHX Text

SCALE: 1" = 10'

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AutoCAD SHX Text 3.33

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SCALE: 1" = 10'

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AutoCAD SHX Text 3.33

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LEGEND

x x x x x x x x x

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 102 3rd Avenue N.E.

Hickory, NC 28601

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BURIAL SECTION INITIAL

EROSION CONTROL PLAN

C-103

INV IN: 658.2

INV OUT: 658.1

TOP: 662.7

INV: UNABLE

TOP: 687.9

INV: UNABLE

TOP: 688.2

INV: UNABLE

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 102 3rd Avenue N.E.

Hickory, NC 28601

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

NEW COMMITTAL SHELTER B

INITIAL EROSION CONTROL PLAN

C-104

x x x x x x x x x

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 102 3rd Avenue N.E.

Hickory, NC 28601

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BURIAL SECTION INTERMIN

EROSION CONTROL PLAN

C-105

RECP

INV IN: 658.2

INV OUT: 658.1

TOP: 662.7

INV: UNABLE

TOP: 687.9

INV: UNABLE

TOP: 688.2

INV: UNABLE

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 102 3rd Avenue N.E.

Hickory, NC 28601

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

NEW COMMITTAL SHELTER B

INTERIM EROSION CONTROL PLAN

C-106

RECP

RECPMU

x x x x x x x x x

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 102 3rd Avenue N.E.

Hickory, NC 28601

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BURIAL SECTION FINAL

EROSION CONTROL PLAN

C-107

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 102 3rd Avenue N.E.

Hickory, NC 28601

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

NEW COMMITTAL SHELTER B

FINAL EROSION CONTROL PLAN

C-108

x x x x x x x x x

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 102 3rd Avenue N.E.

Hickory, NC 28601

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BURIAL SECTIONS LAYOUT PLAN

C-109

site civil

07 - C-101

Sheets and Views

C-101

08 - C-102

Sheets and Views

C-102

site civil

1. X-100_CNC_CoverSheet.pdf

Sheets and Views

X-1.0 Cover Sheet

File details come from the government source that posted it.