181214_Mill_Springs_861-009_Final_Drawings.pdf

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36C786-19-C-0049 | MILL SPRINGS NATIONAL CEMETERY; CEMETERY EXPANSION – PRE-PLACED CRYPTS - Project No. 861-009| RKE Inc.
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36C78619R0024
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NANCY

PROJECT

LOCATION

O l d

R o b e r t s

P o r t

P o r t e

C e k

D e e

W

H i g h w a y

G a t e w y

L n e

Somerset

Russell Springs

Russell

Burnside

Dunnville

Science Hill

NATIONAL

CEMETERY

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

861CM3009

October 19, 2018

Mill Springs National Cemetery

9044 KY-80 , Nancy, KY 42544

Quality Consulting Engineers, LLC

6277-600 Carolina Commons Dr, #350

Indian Land SC 29707 djones@qualityconsultingengineers.com

803.207.5450

QCE ENGINEERING LICENSE #P-1184, QCE PROJ #18005

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100

Kennesaw, GA 30144

(770) 421-3400

TYPE PROVIDED

PPC GRAVESITES 368

IGC GRAVESITES 191

TOTAL 559

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

861CM3009

October 19, 2018

Mill Springs National Cemetery

9044 KY-80 , Nancy, KY 42544

Quality Consulting Engineers, LLC

6277-600 Carolina Commons Dr, #350

Indian Land SC 29707 djones@qualityconsultingengineers.com

803.207.5450

QCE ENGINEERING LICENSE #P-1184, QCE PROJ #18005

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100

Kennesaw, GA 30144

(770) 421-3400

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AutoCAD SHX Text Mill Springs National Cemetery

AutoCAD SHX Text October 19, 2018

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DEPARTMENT OF VETERANS AFFAIRS

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%%UOWNER

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NATIONAL CEMETERY ADMINISTRATION

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PROJECT NUMBER: 861CM3009

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

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%%UGRAVESITE YIELD SUMMARY

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NORTH

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REGIONAL LOCATION MAP NOT TO SCALE

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NORTH

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PROJECT SITE MAP NOT TO SCALE

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-001 COVER SHEET X-001 COVER SHEET COVER SHEET 2 X-002 MASTER SITE PLAN X-002 MASTER SITE PLAN MASTER SITE PLAN 3 X-003 MASTER GRADING PLAN X-003 MASTER GRADING PLAN MASTER GRADING PLAN 4 V-100 EXISTING CONDITIONS V-100 EXISTING CONDITIONS EXISTING CONDITIONS 5 V-101 TOPOGRAPHICAL SURVEY V-101 TOPOGRAPHICAL SURVEY TOPOGRAPHICAL SURVEY 6 X-101 CONSTRUCTION PHASING PLAN X-101 CONSTRUCTION PHASING PLAN CONSTRUCTION PHASING PLAN 7 CD-100 DEMOLITION PLAN CD-100 DEMOLITION PLAN DEMOLITION PLAN 8 C-101 SITE GRADING PLAN C-101 SITE GRADING PLAN SITE GRADING PLAN 9 C-102 EROSION AND SEDIMENTATION CONTROL PLAN C-102 EROSION AND SEDIMENTATION CONTROL PLAN EROSION AND SEDIMENTATION CONTROL PLAN 10 C-103 STORM DRAINAGE PLAN C-103 STORM DRAINAGE PLAN STORM DRAINAGE PLAN 11 C-104 ROADWAY LAYOUT PLAN C-104 ROADWAY LAYOUT PLAN ROADWAY LAYOUT PLAN 12 C-201 MAIN ROADWAY PLAN AND PROFILE STATION 0+00 - 7+10 C-201 MAIN ROADWAY PLAN AND PROFILE STATION 0+00 - 7+10 MAIN ROADWAY PLAN AND PROFILE STATION 0+00 - 7+10 13 C-202 MAIN ROADWAY PLAN AND PROFILE STATION 7+46 -11+84 C-202 MAIN ROADWAY PLAN AND PROFILE STATION 7+46 -11+84 MAIN ROADWAY PLAN AND PROFILE STATION 7+46 -11+84 14 C-203 COMMITTAL SHELTER LOOP PLAN AND PROFILE STA. 6+88 - 10+18 C-203 COMMITTAL SHELTER LOOP PLAN AND PROFILE STA. 6+88 - 10+18 COMMITTAL SHELTER LOOP PLAN AND PROFILE STA. 6+88 - 10+18 15 C-204 RETAINING WALLS A+B PLAN AND PROFILES C-204 RETAINING WALLS A+B PLAN AND PROFILES RETAINING WALLS A+B PLAN AND PROFILES 16 C-300 STORM DRAINAGE SCHEDULE C-300 STORM DRAINAGE SCHEDULE STORM DRAINAGE SCHEDULE 17 C-401 GRAVESITE LAYOUT AND NUMBERING PLAN C-401 GRAVESITE LAYOUT AND NUMBERING PLAN GRAVESITE LAYOUT AND NUMBERING PLAN 18 C-501 EROSION AND SEDIMENTATION CONTROL DETAILS C-501 EROSION AND SEDIMENTATION CONTROL DETAILS EROSION AND SEDIMENTATION CONTROL DETAILS 19 C-502 EROSION AND SEDIMENTATION CONTROL DETAILS C-502 EROSION AND SEDIMENTATION CONTROL DETAILS EROSION AND SEDIMENTATION CONTROL DETAILS 20 C-503 SITE DETAILS C-503 SITE DETAILS SITE DETAILS 21 C-504 SITE DETAILS C-504 SITE DETAILS SITE DETAILS 21 C-505 SITE DETAILS C-505 SITE DETAILS SITE DETAILS 23 L-101 SITE/PLANTING PLAN L-101 SITE/PLANTING PLAN SITE/PLANTING PLAN 24 L-501 SITE DETAILS (GRAVESITES) 1 L-501 SITE DETAILS (GRAVESITES) 1 SITE DETAILS (GRAVESITES) 1 25 L-502 SITE DETAILS (GRAVESITES) 2 L-502 SITE DETAILS (GRAVESITES) 2 SITE DETAILS (GRAVESITES) 2 26 L-503 SITE DETAILS L-503 SITE DETAILS SITE DETAILS 27 L-504 SITE DETAILS L-504 SITE DETAILS SITE DETAILS 28 L-505 SITE DETAILS L-505 SITE DETAILS SITE DETAILS 29 A-101 FLOOR, CEILING AND ROOF PLANS A-101 FLOOR, CEILING AND ROOF PLANS FLOOR, CEILING AND ROOF PLANS 30 A-201 ELEVATIONS A-201 ELEVATIONS ELEVATIONS 31 A-501 WALL SECTIONS AND DETAILS A-501 WALL SECTIONS AND DETAILS WALL SECTIONS AND DETAILS 32 S-101 STRUCTURAL FOUNDATION AND FRAMING PLANS S-101 STRUCTURAL FOUNDATION AND FRAMING PLANS STRUCTURAL FOUNDATION AND FRAMING PLANS 33 S-102 STRUCTURAL SECTIONS S-102 STRUCTURAL SECTIONS STRUCTURAL SECTIONS 34 S-103 STRUCTURAL SECTIONS S-103 STRUCTURAL SECTIONS STRUCTURAL SECTIONS 35 S-104 STRUCTURAL ELECTRICAL INTERFACE SECTIONS S-104 STRUCTURAL ELECTRICAL INTERFACE SECTIONS STRUCTURAL ELECTRICAL INTERFACE SECTIONS 36 E-101 COMMITTAL SERVICE SHELTER ELECTRICAL PLAN E-101 COMMITTAL SERVICE SHELTER ELECTRICAL PLAN COMMITTAL SERVICE SHELTER ELECTRICAL PLAN 37 E-501 COMMITTAL SERVICE SHELTER ELECTRICAL DETAILS AND SCHEDULE E-501 COMMITTAL SERVICE SHELTER ELECTRICAL DETAILS AND SCHEDULE COMMITTAL SERVICE SHELTER ELECTRICAL DETAILS AND SCHEDULE 38 LI-101 IRRIGATION NOTES AND LEGEND LI-101 IRRIGATION NOTES AND LEGEND IRRIGATION NOTES AND LEGEND 39 LI-102 IRRIGATION PLAN LI-102 IRRIGATION PLAN IRRIGATION PLAN 40 LI-501 IRRIGATION DETAILS LI-501 IRRIGATION DETAILS IRRIGATION DETAILS 41 LI-502 IRRIGATION DETAILS LI-502 IRRIGATION DETAILS IRRIGATION DETAILS 42 LI-503 IRRIGATION DETAILS LI-503 IRRIGATION DETAILS IRRIGATION DETAILS

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 AT ONCE IN WRITING TO THE CO/COR ANY DISCREPANCIES. THE CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY THE DOCUMENTS AND IMMEDIATELY REPORT ANY DISCREPANCIES. D. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION EFFORTS WITH THE CO/COR'S REQUIREMENTS. E. THE GOVERNMENT DOES NOT EXPECT TO FIND HAZARDOUS MATERIALS ON THE GOVERNMENT DOES NOT EXPECT TO FIND HAZARDOUS MATERIALS ON SITE. SHOULD SUCH MATERIAL BE FOUND DURING CONSTRUCTION CONTRACTOR SHALL NOTIFY THE CO/COR FOR INSTRUCTIONS FOR REMOVAL. F. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROPOSED CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROPOSED POINTS OF CONNECTION (POC) LOCATIONS. REPORT ANY DISCREPANCIES TO THE CO/COR IMMEDIATELY AND CONTINUE WITH OTHER UNTIL NOTIFIED DIFFERENTLY. G. DISPOSAL OF WASTE MATERIAL: DISPOSAL OF WASTE MATERIAL: G.A. WASTE MATERIALS ENCOUNTERED IN THE WORK SHALL BE LEGALLY WASTE MATERIALS ENCOUNTERED IN THE WORK SHALL BE LEGALLY DISPOSED OF OFF SITE BY CONTRACTOR. H. PROTECT TREES AND OTHER NATURAL FEATURES TO REMAIN. PROTECT TREES AND OTHER NATURAL FEATURES TO REMAIN. I. PROTECT EXISTING LANDSCAPING, IRRIGATION, BENCH MARKS, UTILITIES, PROTECT EXISTING LANDSCAPING, IRRIGATION, BENCH MARKS, UTILITIES, SIDEWALKS, PAVING AND CURBS FROM EQUIPMENT, VEHICULAR TRAFFIC AND GENERAL CONSTRUCTION ACTIVITIES. DAMAGED ITEMS INTENDED TO REMAIN SHALL BE REPLACED OR REPAIRED AT NO EXPENSE TO THE GOVERNMENT. J. NOTIFY CO/COR OF UNEXPECTED CONDITIONS AND DISCONTINUE AFFECTED NOTIFY CO/COR OF UNEXPECTED CONDITIONS AND DISCONTINUE AFFECTED WORK IN THE AREA UNTIL NOTIFIED TO RESUME OPERATIONS.

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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VA FORM 08-6231

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COVER SHEET

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ONE CALL: KENTUCKY800.COM OR KENTUCKY800.COM OR 800-752-6007

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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

Amec Foster Wheeler Environment & Infrastructure, Inc.

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

6277-600 Carolina Commons Dr, #350

Indian Land SC 29707 djones@qualityconsultingengineers.com

803.207.5450

MASTER SITE PLAN

X-002

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

Amec Foster Wheeler Environment & Infrastructure, Inc.

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

6277-600 Carolina Commons Dr, #350

Indian Land SC 29707 djones@qualityconsultingengineers.com

803.207.5450

MASTER GRADING PLAN

X-003

SURVEYORS CERTIFICATION

P. GRANT CHAPMAN - KY PROFESSIONAL LAND SURVEYOR NO. 3595

LICENSE EXPIRES: 6/30/2019

FIELDWORK COMPLETED: 11/03/2017

S

W E

NORTH REFERENCED TO KENTUCKY

SINGLE ZONE (1600) STATE PLANE

COORDINATES - NAD 83

DATED THIS 20TH DAY OF NOVEMBER, 2017 AT NASHVILLE, TENNESSEE

THIS IS TO CERTIFY THAT THIS SURVEY DONE BY THE UNDERSIGNED, WAS DONE

ON THE GROUND IN ACCORDANCE WITH THE MOST RECENT MINIMUM STANDARDS

FOR NON BOUNDARY SURVEYS AS SET FORTH BY THE CURRENT KENTUCKY

MINIMUM STANDARDS FOR NON BOUNDARY SURVEYS. THE ACCURACY AND

POSITION TOLERANCE ARE ALSO IN ACCORDANCE WITH LAND SURVEYS AND HAS

BEEN MADE IN STRICT CONFORMITY WITH THE APPROPRIATE STATE LAND SURVEY

SPECIFICATIONS.

( IN FEET )

GRAPHIC SCALE

1 inch = 100 ft.

0100 100 200 40050

LOCATION MAP

N.T.S.

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

Amec Foster Wheeler Environment & Infrastructure, Inc.

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

6277-600 Carolina Commons Dr, #350

Indian Land SC 29707 djones@qualityconsultingengineers.com

803.207.5450

TOPOGRAPHICAL SURVEY

V-100

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

Amec Foster Wheeler Environment & Infrastructure, Inc.

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

6277-600 Carolina Commons Dr, #350

Indian Land SC 29707 djones@qualityconsultingengineers.com

803.207.5450

EXISTING CONDITIONS

V-101

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

Amec Foster Wheeler Environment & Infrastructure, Inc.

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

6277-600 Carolina Commons Dr, #350

Indian Land SC 29707 djones@qualityconsultingengineers.com

803.207.5450

CONSTRUCTION PHASING PLAN

X-101

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

Amec Foster Wheeler Environment & Infrastructure, Inc.

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

6277-600 Carolina Commons Dr, #350

Indian Land SC 29707 djones@qualityconsultingengineers.com

803.207.5450

DEMOLITION PLAN

CD-100

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

SERVICE

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

861CM3009

OCTOBER 19, 2018

Mill Springs National Cemetery

9044 KY-80 , Nancy, KY 42544

Quality Consulting Engineers, LLC

6277-600 Carolina Commons Dr, #350

Indian Land SC 29707 djones@qualityconsultingengineers.com

803.207.5450

QCE ENGINEERING LICENSE #P-1184, QCE PROJ #18005

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100

Kennesaw, GA 30144

(770) 421-3400

SCALE: 1"=30'

SITE GRADING PLAN

W.T.H.W.T.H. 8 42

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DIRECTION OF HEADSTONES SECTION A

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SERVICE BUILDINGS AND RESTROOMS

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MEMORIAL HEADSTONE

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VA FORM 08-6231

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AutoCAD SHX Text NOTES: 1. GRADE SURFACE WITH 2%-3% SLOPE IN CRYPT BURIAL SECTIONS. GRADE SURFACE WITH 2%-3% SLOPE IN CRYPT BURIAL SECTIONS. 2. GRADE THE SITE TO DRAIN FREELY. GRADE THE SITE TO DRAIN FREELY. 3. SUBGRADE FOR CRYPT FIELD TO MIRROR FINISHED GRADES UNLESS SUBGRADE FOR CRYPT FIELD TO MIRROR FINISHED GRADES UNLESS OTHERWISE NOTED. 4. 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. 5. 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. 6. PRIOR TO COMMENCEMENT OF WORK, CONTRACTOR IS RESPONSIBLE PRIOR TO COMMENCEMENT OF WORK, CONTRACTOR IS RESPONSIBLE FOR LOCATING UNDERGROUND UTILITIES.

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AutoCAD SHX Text EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR GRADE/SLOPE & FLOW DIRECTION FENCING TIMBER GUARDRAIL LIMIT OF NEW WORK

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RIP RAP OUTLET

NEW ELECTRICAL TRANSFORMER

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

Amec Foster Wheeler Environment & Infrastructure, Inc.

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

6277-600 Carolina Commons Dr, #350

Indian Land SC 29707 djones@qualityconsultingengineers.com

803.207.5450

EROSION AND SEDIMENTATION

CONTROL PLAN

C-102

RR

RR

RR

NOTE:

CONTRACTOR TO INSTALL EROSION CONTROL

MEASURES PER THE STATE OF KENTUCKY

EROSION PREVENION AND SEDIMENT CONTOL

MANUAL, LATEST EDITION.

OFFICE OF DESIGN

AND CONSTRUCTION

SERVICE

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

861CM3009

OCTOBER 19, 2018

Mill Springs National Cemetery

9044 KY-80 , Nancy, KY 42544

Quality Consulting Engineers, LLC

6277-600 Carolina Commons Dr, #350

Indian Land SC 29707 djones@qualityconsultingengineers.com

803.207.5450

QCE ENGINEERING LICENSE #P-1184, QCE PROJ #18005

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100

Kennesaw, GA 30144

(770) 421-3400

SCALE: 1" = 30'

STORM DRAINAGE PLAN

W.T.H.W.T.H. 10 42

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SHELTER

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STOP SIGN AND STOP BAR

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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VA FORM 08-6231

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STORM DRAINAGE PLAN

AutoCAD SHX Text NOTES: 1. PROVIDE CLEANOUTS AT EACH CHANGE OF DIRECTION. PROVIDE CLEANOUTS AT EACH CHANGE OF DIRECTION. 2. UTILIZE WYE CONNECTIONS AND 45 BENDS IN LIEU OF TEES AND UTILIZE WYE CONNECTIONS AND 45° BENDS IN LIEU OF TEES AND90° BENDS.3. GRADE THE SITE TO DRAIN FREELY. GRADE THE SITE TO DRAIN FREELY. 4. SUBGRADE FOR CRYPT BURIAL SECTION TO MIRROR FINISHED SUBGRADE FOR CRYPT BURIAL SECTION TO MIRROR FINISHED GRADES UNLESS OTHERWISE NOTED. 5. 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. 6. 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 KEYNOTES: 1. 4" PERFORATED HDPE UNDERDRAIN. 1% SLOPE 4" PERFORATED HDPE UNDERDRAIN. 1% SLOPE 2. 6" PVC DRAIN, ROUTE ROOF DRAINS TO STRUCTURE #30. 6" PVC DRAIN, ROUTE ROOF DRAINS TO STRUCTURE #30. MINIMUM SLOPE 1%. MINIMUM 3' OF COVER. 3. 4" PVC DRAIN 4" PVC DRAIN 4. 4" CLEANOUT, DETAIL 2/L5014" CLEANOUT, DETAIL 2/L501

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AutoCAD SHX Text EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR HDPE UNDER DRAINS LIMIT OF NEW WORK

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LEGEND

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INV. 1078.47

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INV. 1081.56

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OFFICE OF DESIGN

AND CONSTRUCTION

SERVICE

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

861CM3009

OCTOBER 19, 2018

Mill Springs National Cemetery

9044 KY-80 , Nancy, KY 42544

Quality Consulting Engineers, LLC

6277-600 Carolina Commons Dr, #350

Indian Land SC 29707 djones@qualityconsultingengineers.com

803.207.5450

QCE ENGINEERING LICENSE #P-1184, QCE PROJ #18005

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100

Kennesaw, GA 30144

(770) 421-3400

SCALE: 1" = 30'

ROADWAY LAYOUT PLAN

W.T.H.W.T.H. 11 42

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DIRECTION OF HEADSTONES SECTION A

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DIRECTION OF HEADSTONES SECTION K

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DIRECTION OF HEADSTONES SECTION B

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DIRECTION OF HEADSTONES SECTION D

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DIRECTION OF HEADSTONES SECTION G

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DIRECTION OF HEADSTONES SECTION I

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DIRECTION OF HEADSTONES SECTION E

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DIRECTION OF HEADSTONES SECTION C

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SERVICE BUILDINGS AND RESTROOMS

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MEMORIAL HEADSTONE

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