S02 VA813-028 IGNC Phase 5 Specs_Appendix D4.pdf

PDF 39 MB Posted Apr 21, 2022

Attached to: Indiantown Gap National Cemetery | Phase 5 Expansion Development
Solicitation number: 36C10F22R0030
Issued by: Department of Veterans Affairs Office of Construction and Facilities Management

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INDIANTO

AP RD

OLD CUMBERLAND ST

REEDS CREEK RD

BIDDLE DR

VEASHER MINER RD

SERVICE RD COULTER RD

US - 81

CHOOL

LAKOTA LN

INDIANTOWN GAP NATIONAL CEMETERY

PHASE 5 DEVELOPMENT

PCSM PLAN

VA PROJECT NUMBER 813-028

LEBANON COUNTY, PENNSYLVANIA

PROJECT DIRECTORY

OWNER:

DEPARTMENT OF

VETERANS AFFAIRS

NATIONAL CEMETERY

ADMINISTRATION

WASHINGTON, DC 20420

(561) 441-4039

ARCHITECT/ENGINEER:

AE WORKS, LTD

418 BEAVER STREET

SEWICKLEY, PA 15143

(412) 287-7333

LANDSCAPE ARCHITECT/

MASTER PLANNER:

THE LA GROUP

40 LONG ALLEY

SARATOGA SPRINGS, NY

12866

(518) 587-8100 X233

LOCATION MAP

CONTACT: TIFFANY HAILE

CONTACT: DAVID MARTINO

CONTACT: JOE SPORKO

CIVIL ENGINEER:

GORDON

148 S. QUEEN ST.

SUITE 201

MARTINSBURG, WV

25401

(304) 930-5779

CONTACT: JASON

GERHART

GEOTECHNICAL

ENGINEER:

PENNONI

5072 RITTER RD.

SUITE 102

MECHANICSBURG, PA

17055

(717) 620-5925

CONTACT: TODD STAGER

IRRIGATION:

AQUA ENGINEERING

375 EAST HORSETOOTH RD.

BLDG. 2-202

FORT COLLINS, CO 80525

(970) 372-6104

CONTACT: BOB BECCARD

SURVEYING AND

STORMWATER DESIGN:

HONOR ENGINEER CO.

1100 N. MOUNTAIN RD.

SUITE 1

HARRISBURG, PA

(717) 533-9077

CONTACT: JARED

HOCKENBERRY

JIM HARTMAN (SURVEYING)

NATURAL RESOURCES:

MABBETT

40 OLD LOUISQUISSET PIKE

SUITE 200 BOX 13

NORTH SMITHFIELD, RI 02896

(781) 275-6050 EXT 401

CONTACT: ANDREW

GLUCKSMAN

COMMISSIONING:

COMMANDER'S CONCEPTS

1173 RESEARCH WAY

FOREST, VA 24551

(713) 492-1922

CONTACT:

RICHARD DIDDAMS

U.S. Department of Veterans Affairs

U.S. Department of Veterans AffairsVA

SHEET INDEX

DRAWING NUMBER DRAWING TITLE REV. DATE

G001 COVER SHEET - PCSM PLANS A 2.18.2022

VL100 OVERALL EXISTING CONDITIONS PLAN A 2.18.2022

CD100 OVERALL SITE DEMOLITION PLAN A 2.18.2022

CD101 HONOR GUARD SITE DEMOLITION PLAN A 2.18.2022

CD102 MAINTENANCE UTILITIES DEMOLITION PLAN A 2.18.2022

CG100 OVERALL GRADING AND DRAINAGE PLAN A 2.18.2022

CG101 GRADING AND DRAINAGE PLAN AREA 1 A 2.18.2022

CG102 GRADING AND DRAINAGE PLAN AREA 2 A 2.18.2022

CG103 GRADING AND DRAINAGE PLAN AREA 3 A 2.18.2022

CG104 GRADING AND DRAINAGE PLAN AREA 4 A 2.18.2022

CG105 GRADING AND DRAINAGE PLAN AREA 5 A 2.18.2022

CG106 GRADING AND DRAINAGE PLAN AREA 6 AND 7 A 2.18.2022

CG150 GRADING AND DRAINAGE PLAN (ADD ALTERNATE #4) A 2.18.2022

L-107 AREA 7 AND 8 PLANTING PLAN A 2.18.2022

CJ100 PRE-DEVELOPMENT WATERSHED MAP A 2.18.2022

CJ101 PRE-DEVELOPMENT STORMWATER ANALYSIS PLAN AREA 1 A 2.18.2022

CJ102 PRE-DEVELOPMENT STORMWATER ANALYSIS PLAN AREA 2 A 2.18.2022

CJ200 POST-CONSTRUCTION WATERSHED MAP A 2.18.2022

CJ201 POST-CONSTRUCTION WATERSHED ANALYSIS PLAN AREA 1 A 2.18.2022

CJ202 POST-CONSTRUCTION WATERSHED ANALYSIS PLAN AREA 2 A 2.18.2022

CJ203 POST-CONSTRUCTION WATERSHED ANALYSIS PLAN AREA 3 A 2.18.2022

CJ204 OUTLET PIPE PROFILES A 2.18.2022

CJ500 SWM NOTES AND DETAILS A 2.18.2022

CJ501 SWM DETAILS A 2.18.2022

PROJECT MAP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseStampConsultants

321 4 5 6 7 8 9 10

INDIANTOWN GAP NATIONAL

CEMETERY

LEBANON COUNTY, PA

VA 813-028

02.18.2022 JCH WCS

PHASE 5 DEVELOPMENT

RFP DOCUMENTS

# Revisions Date

Sprinkler Status

INTEGRITY FEDERAL SERVICES

MARTINSBURG, WV

(304) 725-8456

HONOR ENGINEER COMPANY

HARRISBURG, PA

(717) 533-9077

MABBETT & ASSOCIATES, INC.

STONEHAM, MA

(781) 275-6050

PENNONI ASSOCIATES INC.

MECHANICSBURG, PA

(717) 620-5925

COMMANDER'S CONCEPTS COMMISSIONING

FOREST, VA

(713) 492-1922

AQUA ENGINEERING, INC

FORT COLLINS, CO

(970) 372-6104

BARBER & HOFFMAN, INC.

CRANBERRY TOWNSHIP, PA

(724) 741-0848

Architect/Engineer of Record

AE Works, LTD.

418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.aeworks.com

THE LA GROUP

SARATOGA SPRINGS, NY

(518) 587-8100

® G001

COVER SHEET - PCSM PLANS

VICINITY MAP

PROJECT LOCATION

1000 500 0 1000 2000 3000

GRAPHICAL SCALE: 1"=1000'

THIS PLAN HAS BEEN REVIEWED

for the Department of Environmental Protection

By: Karl Kerchner

Lebanon County Conservation District

Date:_______________________________________ and determined to adequately satisfy the purpose and requirements of 25 PA Code Chapter 102, to minimize the potential for accelerated erosion and sedimentation to the waters of the

Commonwealth.

April 12, 2022

MAINTENANCE COMPLEX

COMMITTAL SHELTER 2

PENNSYLVANIA

VETERANS

MEMORIAL

RETENTION POND

COLUMBARIUM C

COMMITTAL SHELTER 1

REST ROOMS

ADMINISTRATION BUILDING

COLUMBARIUM A

COLUMBARIUM B

MAIN ENTRANCE

INDIANTOWN GAP ROAD

FIS

OLD CUMBERLAND ST

INDIANTOW

N GAP ROAD

BIDDLE DRIVE

38A

38B

38C

11 11

16A

16B

19B

19A

21A

16C

24B24A

24C24D

33A

31A 31B

33B

12B

12C

12D

12A

19C

16C

24E

APPROXIMATE END OF STUDY LIMITS

PER FEMA MAP 42075CO120E

APPROXIMATE 'ZONE A' FLOODPLAIN

LIMITS PER FEMA MAP 42075CO120E

NORTH EXIT

STAFF ENTRANCE

COLUMBARIUM D

BIDDLE DRIVE

MAINTENANCE ENTRANCE

PBTH

(TYP)

PBTH

(TYP)

EX. DRAINAGE WAY

. D

INA

GE W

. D

INA

GE W

EX. DRAINAGE WAY

. D

E W

. D

INA

GE W

. D

E W

. D

EX. DRAINAGE WAY

FPFP

FP FP

GATE

FP FP

FPFPFPFP

FP FP FP FP FP FP

FP FP

MONUMENTS

BLEACHERS

POSTS

POST

POSTS

POST

POSTS POST

POST

FP FP

POST

FP FP

FPFP

POST

FP FP

FPFP

POST

FP FP

FPFP

FP FP

POST

GATE

FP FP

FLAGPOLES

FP FP

FLAGPOLES

FP FP FP

FPFPFP

POST

MONUMENTS

FLAGPOLES

POSTS

LPLP

OHE OHE OHE OHE OHE OHE

OHE

OHE OHE OHE OHE OHE

OHE

OHE OHE

OHE

OHE OHE

OHE OHE OHE OHE OHE

OHE OHE

OHE OHE OHE OHE OHE OHE

OHEOHE

OHE

OHE OHE OHE OHE OHE

UNION TOWNSHIP, LEBANON COUNTY

MUNICIPAL BOUNDARY LINE

EAST HANOVER TOWNSHIP, LEBANON COUNTY

UNION TOWNSHIP, LEBANON COUNTY

APPROXIMATE TOWNSHIP LINE

EAST HANOVER TOWNSHIP, LEBANON COUNTY

INV.=468.96

STORM INLET

GRATE=502.78

INV. OUT (N)=495.68

STORM INLET

GRATE=503.12

INV. IN (W)=492.24

INV. IN (SE)=493.26

INV. OUT (N)=492.22

STORM INLET GRATE=501.56

INV. IN (S)=497.95

INV. OUT (NE)=497.83

STORM INLET

GRATE=503.52

INV. IN (S)=499.94

INV. OUT (NE)=499.87

STORM INLET

GRATE=505.35

INV. IN (S)=501.74

INV. OUT (NE)=501.66

STORM INLET

GRATE=506.30

INV. IN (S)=502.72

INV. OUT (NW)=502.73

STORM INLET

GRATE=512.52

INV. IN (S)=508.56

INV. OUT (E)=508.43

STORM INLET

GRATE=517.56

INV. OUT =511.46

STORM INLET

GRATE=517.49

INV. OUT (N)=513.68

STORM INLET

GRATE=517.65

INV. IN (SW)=511.08

INV. OUT (E)=511.08

STORM INLET

GRATE=512.53

INV. OUT (N)=509.15 STORM INLET

GRATE=514.20

INV. OUT

(NW)=510.37

STORM INLET

GRATE=516.93

INV. IN (W)=511.10 INV. OUT (E)=511.10

INV. (S)=INACCESSABLE (RECESSED)

STORM INLET

GRATE=516.78

INV. OUT (N)=513.38

STORM INLET

GRATE=517.24

INV. (N)=514.34

INV. (W)=510.98

YARD INLET

GRATE=517.29

INV. IN (W)=515.40

INV. OUT (N)=515.32

STORM INLET

GRATE=481.06

INV. IN (SW)=477.94

INV. IN (SE)=474.40

INV. OUT (NE)=474.40

STORM INLET

GRATE=484.18

INV. OUT (NE)=478.38

STORM INLET

GRATE=481.84

INV. IN (NW)=479.71

INV. OUT (NE)=479.20

STORM INLET

GRATE=482.59

INV. OUT (NE)=478.97

STORM INLET

GRATE=482.53

INV. IN (SW)=478.70

INV. OUT (NE)=478.68

STORM INLET

GRATE=482.49

INV. IN (SW)=478.54

INV. OUT (NW)=478.50

STORM INLET

GRATE=481.43

INV. OUT (E)=476.99

STORM INLET

GRATE=477.69

INV. OUT (SE)=473.83

STORM INLET

GRATE=477.67

INV. IN (NW)=473.19

INV. OUT (NE)=N/A SNOUT

YARD INLET

GRATE=475.14

INV. OUT(NE)=469.64

18" SLCPP

18"

SLC

18"

SLC

" S

18"

SLC

" S

6" PVC

15" RCP

" R

15" SLCPP

12" SLCPP

" S

12" SLCPP

" S

48" CMP

30' 30'

SINGLE WHITE LINE (TYP)

ROLLED ASPHALT CURB

SINGLE WHITE LINE (TYP)

ROLLED ASPHALT CURB

SINGLE WHITE LINE (TYP)

ROLLED CONCRETE CURB

SINGLE WHITE LINE (TYP)

ROLLED CONCRETE CURB

EX. ROLLED

CONCRETE

CURB (TYP.)

ROLLED CONCRETE CURB

GRAVEL

EX.

GRAVEL

DRIVE

SINGLE WHITE LINE (TYP)

ROLLED CONCRETE CURB

STORM INLET

GRATE=499.77

INV. IN (SW)=495.91

INV. OUT (N)=495.74

" S

.10

STORM INLET

GRATE=505.42

INV. IN (W)=500.49

INV. IN (S)=493.55

INV. OUT (E)=493.45

EX. 6" PVC

12" SLCPP

" S

" C

YARD INLET

GRATE=516.79

INV. OUT (E)=515.83

6" PVC

12" CMP

15"

CPP

12"SLCPP

15" SLCPP

24" SLCPP

INV.=471.21

" S

24" SLCPP

" S

HYDRANT (TYP)

IRRIGATION ACCESS (TYP)

UNDERGROUND STORM

STRUCTURE SHOWN IN

"INDIANTOWN GAP NC

COLUMBARIUM DESIGN /

BUILD" SHEET 38 CG101

24" SLCPP

ORIGIN UNKNOWN

12" SLCPP

TERMINUS

UNKNOWN

21" RCP

INV.=477.73

GRAVEL

DRAINAGE MANHOLE

RIM=513.15

INV. IN (SE)=508.95

INV. IN (W)=507.57

INV. OUT (N)=507.47

DRAINAGE MANHOLE

RIM=517.74

INV. (SW)=514.34

INV. (NW)=514.26

INV. (SE)=514.39

DRAINAGE MANHOLE

RIM=479.61

INV. IN (N)=473.51

INV. IN (S)=471.64

INV. OUT (E)=471.62

DRAINAGE MANHOLE

RIM=477.14

INV. IN (W)=471.62

INV. OUT (N)=471.59

WEIR ELEV. (S)=473.84

DRAINAGE MANHOLE

RIM=477.56

INV. IN (N)=471.92

INV. IN (W)=472.24

INV. OUT (E)=471.88

DRAINAGE MANHOLE

RIM=481.72

INV. IN (SW)=478.42

INV. OUT (SE)=478.32

STORM INLET

GRATE=481.43

INV. IN (NW)=476.57

INV. OUT (S)=N/A SNOUT

19A

16C

16B

21A

16A

19B 19C

24E

24C 24D

31A

24B24A

31B

33A

12A

12B

12C

12D

38C

38B

38A

17A 17B

MEM A

COLUMBARIUM D

EX. METROPOLITAN-EDISON RIGHT-OF-WAY

DEED BOOK R-2, PAGE 244 (AQUIRED BY PPL)

DEED BOOK 14, PAGE 684 (ASSIGNED TO MET-ED)

(NO WIDTH PROVIDED IN ACQUIRING DOCUMENT)

(60' WIDTH PROVIDED BY MET-ED REPRESENTATIVES)

OLD CUMBERLAND

STREET

OLD CUMBERLAND

STREET

INDIANTOWN GAP

ROAD

FIS

BIDDLE DRIVE

EX. 1" WATER

SERVICE LINE

W W W

W W

SANITARY MANHOLE

TOP ELEV. = 508.46

8" INLET

INV. ELEV. = 503.31

8" OUTLET

INV. ELEV. = 503.31

SANITARY MANHOLE

TOP ELEV. = 518.87

4" FORCED MAIN

TOP PIPE ELEV. = 514.43

8" OUTLET

INV. ELEV. = 513.62

8" TCP

UGE

PUMP STATION

4" F

UGE

SANITARY MANHOLE

TOP ELEV. = 510.26

4" FORCED MAIN

TOP PIPE ELEV. =506.06

SANITARY MANHOLE

TOP ELEV. = 500.02

8" INLET

INV. ELEV. = 492.87

8" OUTLET

INV. ELEV. = 492.72

8" TCP

8" PVC

PVC

8" PVC

EX. WATER

VAULT

SANITARY MANHOLE

RIM=507.58

INV. IN(E)=502.97

INV. OUT(W)=501.13

EX. 6" PVC

COMMITTAL

SHELTER 1

FFE=505.27

EX. SANITARY

SEWER PUMP

STATION

EX. 40' UTILITY

ESM'T (TYP.)

EX. 4" SANITARY

FORCE MAIN (TYP.)

EX. 4" SANITARY

FORCE MAIN (TYP.)

EX. 8" PVC SAN.

SEW. (TYP.)

EX. UNDERGROUND

ELECTRICAL LINE

(TYP.)

EX. 8" PVC SAN. SEW.

EX. ROLLED

CONCRETE

CURB (TYP.)

EX. ROLLED

CONCRETE

CURB (TYP.)

EX. GRAVEL

DRIVE (TYP.)

EX. HONOR

GUARD BLDG.

12" CMP

STORM INLET

GRATE=490.60

INV. IN (S)=488.10 (4" CPP)

INV. IN (W)=486.51

INV. OUT (N)=486.51

STORM INLET

GRATE=490.58

INV. IN (W)=488.11

INV. OUT (E)=487.63

6" PVC

ORIGIN UNKNOWN

STORM INLET

GRATE=490.85

INV. IN (E)=488.00 (4" CPP)

INV. IN (S)=488.07 (4" CPP)

INV. IN (W)=488.07 (4" CPP)

INV. OUT (N)=487.11

12" CMP

TERMINUS UNKNOWN

STORM MANHOLE

RIM=490.73

INV. IN (S)=481.38

INV. IN (W)=481.53

INV. OUT (N)=481.48

24" CMP

15" CMP

ORIGIN UNKNOWN

21" RCP

STORM MANHOLE

RIM=493.96

INV. IN (S)=479.08

INV. IN (W)=479.08

INV. OUT (N)=479.08

" C

12" CMP

SANITARY MANHOLE

RIM=491.16

INV. IN(W)=484.16

INV. OUT(N)=484.06

SANITARY MANHOLE

RIM=492.51

INV. IN(S)=487.76

NV. IN(W)=489.31

INV. OUT(E)=487.29

4" PVC

10" TCP

" T

CONC. PADS WITH

A/C UNITS

CONC. PAD WITH

A/C UNIT

15"

12"

CONC.

MACADAM

SURFACE

METAL

GARAGE

METAL

GARAGE

METAL

GARAGE

CONC.

APPROX. LOCATION OF

WATER LINE TAKEN FROM

RECORD DRAWINGS TITLED,

"PHASE 4 - GRAVESITE

DEVELOPMENT & CEMETERY

IMPROVEMENTS" DATED 07-08-11

APPROX. LOCATION OF

WATER LINE TAKEN FROM

RECORD DRAWINGS TITLED,

"PHASE 4 - GRAVESITE

DEVELOPMENT & CEMETERY

IMPROVEMENTS" DATED 07-08-11

APPROX. LOCATION OF

WATER LINE TAKEN FROM

RECORD DRAWINGS TITLED,

"PHASE 4 - GRAVESITE

DEVELOPMENT & CEMETERY

IMPROVEMENTS" DATED 07-08-11

BENCHMARK #1:

MAG NAIL #150

ELEV.=480.43

N:398218.4120

E:2299270.9570

BENCHMARK #2:

MAG NAIL #151

ELEV.=487.47

N:398501.5700 E:2299382.4650

BENCHMARK #3:

MAG NAIL #153

ELEV.=505.04

N:399492.0690 E:2297813.7830

BENCHMARK #4:

MAG NAIL #152

ELEV.=518.67

N:399287.5830 E:2297474.8980

BENCHMARK #5:

MAG NAIL #155

ELEV.=467.39

N:398562.5570 E:2296066.6900

BENCHMARK #6:

MAG NAIL #154

ELEV.=493.75

N:398104.9430

E:2296376.7920

BENCHMARK #7:

MAG NAIL #2

ELEV.=491.83

N:397561.1900 E:2297013.7300

BENCHMARK #8:

REBAR #102

ELEV.=480.13

N:397392.1220 E:2297022.7150

' PBTH

BUFF

U.S. Department of Veterans Affairs

INDIANTOWN GAP NATIONAL

CEMETERY

LEBANON COUNTY, PA

VA 813-028

02.18.2022 JPG BJS# Revisions Date

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseStampConsultants

321 4 5 6 7 8 9 10

Sprinkler Status

Architect/Engineer of Record

AE Works, LTD.

418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com

Stamp

INTEGRITY FEDERAL SERVICES

MARTINSBURG, WV

(304) 725-8456

HONOR ENGINEER COMPANY

HARRISBURG, PA

(717) 533-9077

MABBETT & ASSOCIATES, INC.

STONEHAM, MA

(781) 275-6050

PENNONI ASSOCIATES INC.

MECHANICSBURG, PA

(717) 620-5925

COMMANDER'S CONCEPTS COMMISSIONING

FOREST, VA

(713) 492-1922

AQUA ENGINEERING, INC

FORT COLLINS, CO

(970) 372-6104

BARBER & HOFFMAN, INC.

CRANBERRY TOWNSHIP, PA

(724) 741-0848

THE LA GROUP

SARATOGA SPRINGS, NY

(518) 587-8100

PHASE 5 DEVELOPMENT

RFP DOCUMENTS

GRAPHICAL SCALE: 1"=200'

200 100 0 200 400 600

NORTH

OVERALL EXISTING CONDITIONS

PLAN

VL100

GRAPHIC LEGEND:

PROPERTY LINE

BURIAL SECTIONXX

NOTE:

TO AVOID ADVERSE EFFECT TO BOG TURTLES, ALL DISTURBANCE WITHIN 300-FEET OF THE

POTENTIAL BOG TURTLE HABITAT IDENTIFIED IN THE ADDITIONAL PROJECT AREA ON JUNE 10, 2021, WOULD BE CONDUCTED DURING THE BOG TURTLE TIME-OF-YEAR RESTRICTION PERIOD BETWEEN

NOVEMBER 01 AND MARCH 31, OR CONDUCTED UNDER THE SUPERVISION OF A RECOGNIZED

QUALIFIED BOG TURTLE SURVEYOR ENGAGED AND PAID BY CONTRACTOR. REFER TO THE FULL

UNITED STATES FISH AND WILDLIFE LETTER, DATED NOVEMBER 16,2021, LOCATED AS AN APPENDIX

TO THE SPECIFICATIONS.

KEY MAPS:

SEE SHEETS CS100, CT100, CG100, AND L-100 FOR KEY MAPS.

N/ A

DWG 6 of 302

AE WORKS®

FPFP

FP FP FP

GATE

FP FP

FPFPFPFP

FP FP FP FP FP FP

FP FP

MONUMENTS

BLEACHERS

POSTS

POST

POSTS

POST

POSTS POST

POST

FP FP

POST

FP FP

FPFP

POST

FP FP

FPFP

FPFPFP

POST

FP FP

FPFPFP

FPFP

FP FP

POST

GATE

FP FP

FLAGPOLES

FP FP

FLAGPOLES

FP FP FP

FPFP

FPFPFP

POST

MONUMENTS

FLAGPOLES

POSTS

LPLP

OHE OHE OHE OHE OHE OHE

OHE

OHE OHE OHE OHE OHE

OHE

OHE OHE

OHE

OHE OHE

OHE OHE OHE OHE OHE

OHE OHE

OHE OHE OHE OHE OHE OHE

OHEOHE

OHE

OHE OHE OHE OHE OHE

UNION TOWNSHIP, LEBANON COUNTY

MUNICIPAL BOUNDARY LINE

EAST HANOVER TOWNSHIP, LEBANON COUNTY

UNION TOWNSHIP, LEBANON COUNTY

APPROXIMATE TOWNSHIP LINE

EAST HANOVER TOWNSHIP, LEBANON COUNTY

INV.=468.96

STORM INLET

GRATE=502.78

INV. OUT (N)=495.68

STORM INLET

GRATE=503.12

INV. IN (W)=492.24

INV. IN (SE)=493.26

INV. OUT (N)=492.22

STORM INLET GRATE=501.56

INV. IN (S)=497.95

INV. OUT (NE)=497.83

STORM INLET

GRATE=503.52

INV. IN (S)=499.94

INV. OUT (NE)=499.87

STORM INLET

GRATE=505.35

INV. IN (S)=501.74

INV. OUT (NE)=501.66

STORM INLET

GRATE=506.30

INV. IN (S)=502.72

INV. OUT (NW)=502.73

STORM INLET

GRATE=512.52

INV. IN (S)=508.56

INV. OUT (E)=508.43

STORM INLET

GRATE=517.56

INV. OUT =511.46

STORM INLET

GRATE=517.49

INV. OUT (N)=513.68

STORM INLET

GRATE=517.65

INV. IN (SW)=511.08

INV. OUT (E)=511.08

STORM INLET

GRATE=512.53

INV. OUT (N)=509.15 STORM INLET

GRATE=514.20

INV. OUT

(NW)=510.37

STORM INLET

GRATE=516.93

INV. IN (W)=511.10 INV. OUT (E)=511.10

INV. (S)=INACCESSABLE (RECESSED)

STORM INLET

GRATE=516.78

INV. OUT (N)=513.38

STORM INLET

GRATE=517.24

INV. (N)=514.34

INV. (W)=510.98

YARD INLET

GRATE=517.29

INV. IN (W)=515.40

INV. OUT (N)=515.32

STORM INLET

GRATE=481.06

INV. IN (SW)=477.94

INV. IN (SE)=474.40

INV. OUT (NE)=474.40

STORM INLET

GRATE=484.18

INV. OUT (NE)=478.38

STORM INLET

GRATE=481.84

INV. IN (NW)=479.71

INV. OUT (NE)=479.20

STORM INLET

GRATE=482.59

INV. OUT (NE)=478.97

STORM INLET

GRATE=482.53

INV. IN (SW)=478.70

INV. OUT (NE)=478.68

STORM INLET

GRATE=482.49

INV. IN (SW)=478.54

INV. OUT (NW)=478.50

STORM INLET

GRATE=481.43

INV. OUT (E)=476.99

STORM INLET

GRATE=477.69

INV. OUT (SE)=473.83

STORM INLET

GRATE=477.67

INV. IN (NW)=473.19

INV. OUT (NE)=N/A SNOUT

YARD INLET

GRATE=475.14

INV. OUT(NE)=469.64

18" SLCPP

18"

SLC

" S

6" PVC

15" RCP

" R

15" SLCPP

12" SLCPP

" S

12" SLCPP

" S

48" CMP

SINGLE WHITE LINE (TYP)

ROLLED ASPHALT CURB

SINGLE WHITE LINE (TYP)

ROLLED ASPHALT CURB

SINGLE WHITE LINE (TYP)

ROLLED CONCRETE CURB

SINGLE WHITE LINE (TYP)

ROLLED CONCRETE CURB

EX. ROLLED

CONCRETE

CURB (TYP.)

ROLLED CONCRETE CURB

GRAVEL

EX.

GRAVEL

DRIVE

SINGLE WHITE LINE (TYP)

ROLLED CONCRETE CURB

STORM INLET

GRATE=499.77

INV. IN (SW)=495.91

INV. OUT (N)=495.74

" S

.10

STORM INLET

GRATE=505.42

INV. IN (W)=500.49

INV. IN (S)=493.55

INV. OUT (E)=493.45

EX. 6" PVC

12" SLCPP

" S

" C

YARD INLET

GRATE=516.79

INV. OUT (E)=515.83

6" PVC

12" CMP

SLC

12"SLCPP

15" SLCPP

24" SLCPP

INV.=471.21

" S

24" SLCPP

" S

HYDRANT (TYP)

IRRIGATION ACCESS (TYP)

UNDERGROUND STORM

STRUCTURE SHOWN IN

"INDIANTOWN GAP NC

COLUMBARIUM DESIGN /

BUILD" SHEET 38 CG101

24"

SLC

ORIGIN UNKNOWN

12" SLCPP

TERMINUS

UNKNOWN

21" RCP

INV.=477.73

GRAVEL

DRAINAGE MANHOLE

RIM=513.15

INV. IN (SE)=508.95

INV. IN (W)=507.57

INV. OUT (N)=507.47

DRAINAGE MANHOLE

RIM=517.74

INV. (SW)=514.34

INV. (NW)=514.26

INV. (SE)=514.39

DRAINAGE MANHOLE

RIM=479.61

INV. IN (N)=473.51

INV. IN (S)=471.64

INV. OUT (E)=471.62

DRAINAGE MANHOLE

RIM=477.14

INV. IN (W)=471.62

INV. OUT (N)=471.59

WEIR ELEV. (S)=473.84

DRAINAGE MANHOLE

RIM=477.56

INV. IN (N)=471.92

INV. IN (W)=472.24

INV. OUT (E)=471.88

DRAINAGE MANHOLE

RIM=481.72

INV. IN (SW)=478.42

INV. OUT (SE)=478.32

STORM INLET

GRATE=481.43

INV. IN (NW)=476.57

INV. OUT (S)=N/A SNOUT

19A

16C

16B

21A

16A

19B 19C

24E

24C 24D

31A

24B24A

31B

33A

12A

12B

12C

12D

38C

38B

38A

17A 17B

MEM A

COLUMBARIUM D

OLD CUMBERLAND

STREET

OLD CUMBERLAND

STREET

INDIANTOWN GAP

ROAD

FIS

BIDDLE DRIVE

W W W

W W

8" TCP

8" T

UGE

4" F

UGE

8" TCP

8" PVC

8" T

EX. 6" PVC

COMMITTAL

SHELTER 1

FFE=505.27EX. 8" PVC SAN. SEW.

EX. HONOR

GUARD BLDG.

12" CMP

24" CMP

15" CMP

21" RCP

" C

12" CMP

4" PVC 10" TCP

" T

CONC. PADS WITH

A/C UNITS

CONC. PAD WITH

A/C UNIT

15"

12"

CONC.

MACADAM

SURFACE

METAL

GARAGE

METAL

GARAGE

METAL

GARAGE

CONC.

PBTH

(TYP)

PBTH

(TYP)

FIS

INDIANTOWN GAP ROAD

BIDDLE ROAD

OLD CUMBERLAND

ROAD

' PBTH

BUFF

PBTH

(TYP)

U.S. Department of Veterans Affairs

INDIANTOWN GAP NATIONAL

CEMETERY

LEBANON COUNTY, PA

VA 813-028

02.18.2022 JPG BJS# Revisions Date

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseStampConsultants

321 4 5 6 7 8 9 10

Sprinkler Status

Architect/Engineer of Record

AE Works, LTD.

418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com

Stamp

INTEGRITY FEDERAL SERVICES

MARTINSBURG, WV

(304) 725-8456

HONOR ENGINEER COMPANY

HARRISBURG, PA

(717) 533-9077

MABBETT & ASSOCIATES, INC.

STONEHAM, MA

(781) 275-6050

PENNONI ASSOCIATES INC.

MECHANICSBURG, PA

(717) 620-5925

COMMANDER'S CONCEPTS COMMISSIONING

FOREST, VA

(713) 492-1922

AQUA ENGINEERING, INC

FORT COLLINS, CO

(970) 372-6104

BARBER & HOFFMAN, INC.

CRANBERRY TOWNSHIP, PA

(724) 741-0848

THE LA GROUP

SARATOGA SPRINGS, NY

(518) 587-8100

PHASE 5 DEVELOPMENT

RFP DOCUMENTS

SEE SHEET

CD101

OVERALL SITE DEMOLITION PLAN

GRAPHICAL SCALE: 1"=200'

200 100 0 200 400 600

NORTH

GRAPHIC LEGEND:

LIMITS OF WORK

TREE LINE TO BE REMOVED

PAVEMENT AND PAVEMENT SUBBASE

TO BE DEMOLISHED

(DOES NOT INCLUDE PAVEMENT

DEMOLITION ASSOCIATED WITH INLET

REPAIRS, NEW CURB, NEW ELECTRICAL

CONDUIT ETC.)

100' INVASIVE TREE SPECIES

CLEARING AREA

AREA TO BE CLEARED OF:

DEAD/ DISEASED GREEN ASH

ALL TREE OF HEAVEN

ALL AUTUMN OLIVE

CD100

SEE SHEET

CD101

· RE-SEAL ALL PAVEMENT/WALK JOINTS INCLUDING AREAS OF ADMINISTRATION-PIC,

MAINTENANCE COMPLEX, COMMITTAL SHELTERS, PUBLIC ASSEMBLY AREA, COLUMBARIUM.

· RESEAL CAP JOINTS AT COLUMBARIUM'S A, B AND C. REALIGN CAPSTONES AS REQUIRED.

SEE DETAIL 12, SHEET DT502 FOR JOINT REPLACEMENT DETAIL

EXISTING JOINT REPLACEMENT NOTE:

SITE DEMOLITION NOTES:

1. 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 CONSTRUCTION.

2. CURBING TO BE REMOVED SHALL BE CARRIED TO THE NEAREST

EXPANSION JOINT OR SAW CUT IF THE JOINT IS LOCATED MORE THAN FIVE

FEET FROM THE LIMITS OF CURB REMOVAL.

3. CONTRACTOR TO LOCATE EXISTING IRRIGATION LINES AND ALL OTHER

UTILITIES PRIOR TO COMMENCING TREE REMOVAL/DEMOLITION

ACTIVITIES.

4. REFER TO ELECTRICAL SITE PLAN FOR PAVEMENT DEMOLITION

ASSOCIATED WITH UTILITY TRENCHING

5. EXISTING FEATURES WITHIN THE DEMOLITION AREAS ARE NOT TO BE

DEMOLISHED AND SHALL BE PROTECTED, UNLESS OTHERWISE NOTED.

SEE SHEET

CD102

NOTE:

TO AVOID ADVERSE EFFECT TO BOG TURTLES, ALL DISTURBANCE WITHIN 300-FEET OF THE

POTENTIAL BOG TURTLE HABITAT IDENTIFIED IN THE ADDITIONAL PROJECT AREA ON JUNE 10, 2021, WOULD BE CONDUCTED DURING THE BOG TURTLE TIME-OF-YEAR RESTRICTION PERIOD

BETWEEN NOVEMBER 01 AND MARCH 31, OR CONDUCTED UNDER THE SUPERVISION OF A

RECOGNIZED QUALIFIED BOG TURTLE SURVEYOR ENGAGED AND PAID BY CONTRACTOR.

REFER TO THE FULL UNITED STATES FISH AND WILDLIFE LETTER, DATED NOVEMBER 16,2021, LOCATED AS AN APPENDIX TO THE SPECIFICATIONS.

1, 3, LIMITS OF GRADING

DWG 19 of 302

FP FP FP

GATE

FP FP

FPFPFPFP

FPFP

FP FP FP FP FP FP

POST

OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

STORM INLET

GRATE=502.78

INV. OUT (N)=495.68

STORM INLET

GRATE=503.12

INV. IN (W)=492.24

INV. IN (SE)=493.26

INV. OUT (N)=492.22

STORM INLET GRATE=501.56

INV. IN (S)=497.95

INV. OUT (NE)=497.83

STORM INLET

GRATE=503.52

INV. IN (S)=499.94

INV. OUT (NE)=499.87

STORM INLET

GRATE=505.35

INV. IN (S)=501.74

INV. OUT (NE)=501.66

STORM INLET

GRATE=506.30

INV. IN (S)=502.72

INV. OUT (NW)=502.73

STORM INLET

GRATE=512.52

INV. IN (S)=508.56

INV. OUT (E)=508.43

STORM INLET

GRATE=517.56

INV. OUT =511.46

STORM INLET

GRATE=517.49

INV. OUT (N)=513.68

STORM INLET

GRATE=517.65

INV. IN (SW)=511.08

INV. OUT (E)=511.08

STORM INLET

GRATE=512.53

INV. OUT (N)=509.15 STORM INLET

GRATE=514.20

INV. OUT

(NW)=510.37

STORM INLET

GRATE=516.93

INV. IN (W)=511.10 INV. OUT (E)=511.10

INV. (S)=INACCESSABLE (RECESSED)

STORM INLET

GRATE=516.78

INV. OUT (N)=513.38

STORM INLET

GRATE=517.24

INV. (N)=514.34

INV. (W)=510.98

YARD INLET

GRATE=517.29

INV. IN (W)=515.40

INV. OUT (N)=515.32

15" SLCPP

12" SLCPP

" S

12" SLCPP

" S

48" CMP

30' 30'

ROLLED CONCRETE CURB

STORM INLET

GRATE=499.77

INV. IN (SW)=495.91

INV. OUT (N)=495.74

" S

.10

STORM INLET

GRATE=505.42

INV. IN (W)=500.49

INV. IN (S)=493.55

INV. OUT (E)=493.45

EX. 6" PVC

12" SLCPP

" S

" C

YARD INLET

GRATE=516.79

INV. OUT (E)=515.83

6" PVC

12" CMP

15"

SLC

12"SLCPP

12" SLCPP

TERMINUS

UNKNOWN

DRAINAGE MANHOLE

RIM=513.15

INV. IN (SE)=508.95

INV. IN (W)=507.57

INV. OUT (N)=507.47

DRAINAGE MANHOLE

RIM=517.74

INV. (SW)=514.34

INV. (NW)=514.26

INV. (SE)=514.39 30

EX. METROPOLITAN-EDISON RIGHT-OF-WAY

DEED BOOK R-2, PAGE 244 (AQUIRED BY PPL)

DEED BOOK 14, PAGE 684 (ASSIGNED TO MET-ED)

(NO WIDTH PROVIDED IN ACQUIRING DOCUMENT)

(60' WIDTH PROVIDED BY MET-ED REPRESENTATIVES)

BIDDLE DRIVE

EX. 1" WATER

SERVICE LINE

W W

SANITARY MANHOLE

TOP ELEV. = 508.46

8" INLET

INV. ELEV. = 503.31

8" OUTLET

INV. ELEV. = 503.31

UGE

SANITARY MANHOLE

TOP ELEV. = 500.02

8" INLET

INV. ELEV. = 492.87

8" OUTLET

INV. ELEV. = 492.72

SANITARY MANHOLE

RIM=507.58

INV. IN(E)=502.97

INV. OUT(W)=501.13

EX. 6" PVC

COMMITTAL

SHELTER 1

FFE=505.27

EX. SANITARY

SEWER PUMP

STATION

FORCE MAIN (TYP.)

EX. UNDERGROUND

ELECTRICAL LINE

(TYP.)

EX. 8" PVC SAN. SEW.

EX. ROLLED

CONCRETE

CURB (TYP.)

EX. ROLLED

CONCRETE

CURB (TYP.)

EX. GRAVEL

DRIVE (TYP.)

EX. HONOR

GUARD BLDG.

BENCHMARK #3:

MAG NAIL #153

ELEV.=505.04

N:399492.0690 E:2297813.7830

BENCHMARK #4:

MAG NAIL #152

ELEV.=518.67

N:399287.5830 E:2297474.8980

. D

BUILDING AND SIDEWALK

TO BE DEMOLISHED

ADJUST RIM TO MATCH

PROPOSED GRADES

FIS

U.S. Department of Veterans Affairs

INDIANTOWN GAP NATIONAL

CEMETERY

LEBANON COUNTY, PA

VA 813-028

02.18.2022 JPG BJS# Revisions Date

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseStampConsultants

321 4 5 6 7 8 9 10

Sprinkler Status

Architect/Engineer of Record

AE Works, LTD.

418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com

Stamp

INTEGRITY FEDERAL SERVICES

MARTINSBURG, WV

(304) 725-8456

HONOR ENGINEER COMPANY

HARRISBURG, PA

(717) 533-9077

MABBETT & ASSOCIATES, INC.

STONEHAM, MA

(781) 275-6050

PENNONI ASSOCIATES INC.

MECHANICSBURG, PA

(717) 620-5925

COMMANDER'S CONCEPTS COMMISSIONING

FOREST, VA

(713) 492-1922

AQUA ENGINEERING, INC

FORT COLLINS, CO

(970) 372-6104

BARBER & HOFFMAN, INC.

CRANBERRY TOWNSHIP, PA

(724) 741-0848

THE LA GROUP

SARATOGA SPRINGS, NY

(518) 587-8100

PHASE 5 DEVELOPMENT

RFP DOCUMENTS

HONOR GUARD AND MAIN ENTRY

DEMOLITION PLAN

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

NORTH

GRAPHIC LEGEND:

LIMITS OF WORK

TREE LINE TO BE REMOVED

PAVEMENT AND PAVEMENT

SUBBASE TO BE DEMOLISHED

VEGETATION TO BE REMOVED

TREE TO BE REMOVED

DENOTES OBJECT TO BE

REMOVED/DEMOLISHED

EXISTING FLAG POLE

TO BE RELOCATED/DEMOLISHED

CD101

HONOR GUARD DEMOLITION PLAN MAIN ENTRY DEMOLITION PLAN

· RE-SEAL ALL PAVEMENT/WALK JOINTS INCLUDING AREAS OF ADMINISTRATION-PIC, MAINTENANCE COMPLEX, COMMITTAL SHELTERS, PUBLIC ASSEMBLY AREA, COLUMBARIUM.

· RESEAL CAP JOINTS AT COLUMBARIUM'S A, B AND C. REALIGN CAPSTONES AS REQUIRED.

SEE DETAIL 12, SHEET DT502 FOR JOINT REPLACEMENT DETAIL

EXISTING JOINT REPLACEMENT NOTE:

SITE DEMOLITION NOTES:

1. 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 CONSTRUCTION.

2. CURBING TO BE REMOVED SHALL BE CARRIED TO THE NEAREST

EXPANSION JOINT OR SAW CUT IF THE JOINT IS LOCATED MORE THAN FIVE

FEET FROM THE LIMITS OF CURB REMOVAL.

3. CONTRACTOR TO LOCATE EXISTING IRRIGATION LINES AND ALL OTHER

UTILITIES PRIOR TO COMMENCING TREE REMOVAL/DEMOLITION

ACTIVITIES.

4. REFER TO ELECTRICAL SITE PLAN FOR PAVEMENT DEMOLITION

ASSOCIATED WITH UTILITY TRENCHING

5. EXISTING FEATURES WITHIN THE DEMOLITION AREAS ARE NOT TO BE

DEMOLISHED, UNLESS OTHERWISE NOTED.

6. EXISTING FEATURES WITHIN THE DEMOLITION AREAS ARE TO NOT BE

DEMOLISHED AND SHALL BE PROTECTED, UNLESS NOTED OTHERWISE.

1 &

DWG 20 of 302

FP FP

FPFP

FP FP

POST

GATE

XXXXXX

X X

12A

8" TCP

8" T

8" TCP

8" PVC

PVC

8" PVC

12" CMP

STORM INLET

GRATE=490.60

INV. IN (S)=488.10 (4" CPP)

INV. IN (W)=486.51

INV. OUT (N)=486.51

STORM INLET

GRATE=490.58

INV. IN (W)=488.11

INV. OUT (E)=487.63

6" PVC

ORIGIN UNKNOWN

STORM INLET

GRATE=490.85

INV. IN (E)=488.00 (4" CPP)

INV. IN (S)=488.07 (4" CPP)

INV. IN (W)=488.07 (4" CPP)

INV. OUT (N)=487.11

12" CMP

TERMINUS UNKNOWN

STORM MANHOLE

RIM=490.73

INV. IN (S)=481.38

INV. IN (W)=481.53

INV. OUT (N)=481.48

24" CMP

15" CMP

ORIGIN UNKNOWN

21" RCP

STORM MANHOLE

RIM=493.96

INV. IN (S)=479.08

INV. IN (W)=479.08

INV. OUT (N)=479.08

" C

12" CMP

SANITARY MANHOLE

RIM=491.16

INV. IN(W)=484.16

INV. OUT(N)=484.06

SANITARY MANHOLE

RIM=492.51

INV. IN(S)=487.76

NV. IN(W)=489.31

INV. OUT(E)=487.29

4" PVC

10" TCP

" T

X X

CONC. PADS WITH

A/C UNITS

CONC. PAD WITH

A/C UNIT

15"

12"

CONC.

MACADAM

SURFACE

METAL

GARAGE

METAL

GARAGE

METAL

GARAGE

CONC.

W W W W W W W W W W W

APPROX. LOCATION OF

WATER LINE TAKEN FROM

RECORD DRAWINGS TITLED,

"PHASE 4 - GRAVESITE

DEVELOPMENT & CEMETERY

IMPROVEMENTS" DATED 07-08-11

APPROX. LOCATION OF

WATER LINE TAKEN FROM

RECORD DRAWINGS TITLED,

"PHASE 4 - GRAVESITE

DEVELOPMENT & CEMETERY

IMPROVEMENTS" DATED 07-08-11

APPROX. LOCATION OF

WATER LINE TAKEN FROM

RECORD DRAWINGS TITLED,

"PHASE 4 - GRAVESITE

DEVELOPMENT & CEMETERY

IMPROVEMENTS" DATED 07-08-11

BENCHMARK #7:

MAG NAIL #2

ELEV.=491.83

N:397561.1900 E:2297013.7300

END OF KNOWN LATERAL.

CONTRACTOR TO VERIFY

LOCATION AND REMOVE IN FIELD.

END OF KNOWN LATERAL.

CONTRACTOR TO VERIFY

LOCATION AND REMOVE IN FIELD.

END OF KNOWN LATERAL.

CONTRACTOR TO VERIFY

LOCATION AND REMOVE IN FIELD.

ENSURE NEW MANHOLE

MAINTAINS EXISITING

LINE SERVICE.

END OF KNOWN LATERAL.

CONTRACTOR TO VERIFY

LOCATION AND REMOVE IN FIELD.

ENSURE NEW MANHOLE

MAINTAINS EXISITING

LINE SERVICE.

ENSURE NEW MANHOLE

MAINTAINS EXISITING

LINE SERVICE.

300' PBTH BUFFER

UTILITY LINES

TO BE DEMOLISHED

TREE TO BE REMOVED

DENOTES OBJECT TO BE

REMOVED/DEMOLISHED

CD102U.S. Department of Veterans Affairs

INDIANTOWN GAP NATIONAL

CEMETERY

LEBANON COUNTY, PA

VA 813-028

02.18.2022 JPG BJS# Revisions Date

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseStampConsultants

321 4 5 6 7 8 9 10

Sprinkler Status

Architect/Engineer of Record

AE Works, LTD.

418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com

Stamp

INTEGRITY FEDERAL SERVICES

MARTINSBURG, WV

(304) 725-8456

HONOR ENGINEER COMPANY

HARRISBURG, PA

(717) 533-9077

MABBETT & ASSOCIATES, INC.

STONEHAM, MA

(781) 275-6050

PENNONI ASSOCIATES INC.

MECHANICSBURG, PA

(717) 620-5925

COMMANDER'S CONCEPTS COMMISSIONING

FOREST, VA

(713) 492-1922

AQUA ENGINEERING, INC

FORT COLLINS, CO

(970) 372-6104

BARBER & HOFFMAN, INC.

CRANBERRY TOWNSHIP, PA

(724) 741-0848

THE LA GROUP

SARATOGA SPRINGS, NY

(518) 587-8100

PHASE 5 DEVELOPMENT

RFP DOCUMENTS

MAINTENANCE UTILITIES

DEMOLITION PLAN

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

NORTH

GRAPHIC LEGEND:

LIMITS OF WORK

MAINTENANCE UTILITIES DEMOLITION PLAN

· RE-SEAL ALL PAVEMENT/WALK JOINTS INCLUDING AREAS OF ADMINISTRATION-PIC, MAINTENANCE COMPLEX, COMMITTAL SHELTERS, PUBLIC ASSEMBLY AREA, COLUMBARIUM.

· RESEAL CAP JOINTS AT COLUMBARIUM'S A, B AND C. REALIGN CAPSTONES AS REQUIRED.

SEE DETAIL 12, SHEET DT502 FOR JOINT REPLACEMENT DETAIL

EXISTING JOINT REPLACEMENT NOTE:

SITE DEMOLITION NOTES:

1. 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 CONSTRUCTION.

2. CURBING TO BE REMOVED SHALL BE CARRIED TO THE NEAREST

EXPANSION JOINT OR SAW CUT IF THE JOINT IS LOCATED MORE THAN FIVE

FEET FROM THE LIMITS OF CURB REMOVAL.

3. CONTRACTOR TO LOCATE EXISTING IRRIGATION LINES AND ALL OTHER

UTILITIES PRIOR TO COMMENCING TREE REMOVAL/DEMOLITION

ACTIVITIES.

4. REFER TO ELECTRICAL SITE PLAN FOR PAVEMENT DEMOLITION

ASSOCIATED WITH UTILITY TRENCHING

5. EXISTING FEATURES WITHIN THE DEMOLITION AREAS ARE NOT TO BE

DEMOLISHED, UNLESS OTHERWISE NOTED.

6. EXISTING FEATURES WITHIN THE DEMOLITION AREAS ARE TO NOT BE

DEMOLISHED AND SHALL BE PROTECTED, UNLESS NOTED OTHERWISE.

NOTE:

TO AVOID ADVERSE EFFECT TO BOG TURTLES, ALL DISTURBANCE WITHIN 300-FEET OF THE

POTENTIAL BOG TURTLE HABITAT IDENTIFIED IN THE ADDITIONAL PROJECT AREA ON JUNE 10, 2021, WOULD BE CONDUCTED DURING THE BOG TURTLE TIME-OF-YEAR RESTRICTION PERIOD

BETWEEN NOVEMBER 01 AND MARCH 31, OR CONDUCTED UNDER THE SUPERVISION OF A

RECOGNIZED QUALIFIED BOG TURTLE SURVEYOR ENGAGED AND PAID BY CONTRACTOR.

REFER TO THE FULL UNITED STATES FISH AND WILDLIFE LETTER, DATED NOVEMBER 16,2021, LOCATED AS AN APPENDIX TO THE SPECIFICATIONS.

N/ A

DWG 21 of 302

NEW ROAD 'A'

NEW LOOP ROAD

-2.

-2 .9% -3.

0% -2.4%

-5.4%

-2.1%

508.1508.0

45 GS

45 GS54

61GS

61 GS

56 61 GS

45 GS54

61 GS

FPFP

FP FP

GATE

FP FP

FPFPFPFP

FPFP

FP FP FP FP FP FP

FP FP

MONUMENTS

BLEACHERS

POSTS

POST

POSTS

POST

POSTS POST

POST

FP FP

POST

FP FP

FPFP

POST

FP FP

FPFP

FPFPFP

POST

FP FP

FPFP

FP FP

POST

GATE

FP FP

FLAGPOLES

FP FP

FLAGPOLES

FP FP FP

FPFP

FPFPFP

POST

MONUMENTS

FLAGPOLES

POSTS

LPLP

OHE OHE OHE OHE OHE OHE

OHE

OHE OHE OHE OHE OHE

OHE

OHE OHE

OHE

OHE OHE

OHE OHE OHE OHE OHE

OHE OHE

OHE OHE OHE OHE OHE OHE

OHEOHE

OHE

OHE OHE OHE OHE OHE

UNION TOWNSHIP, LEBANON COUNTY

MUNICIPAL BOUNDARY LINE

EAST HANOVER TOWNSHIP, LEBANON COUNTY

UNION TOWNSHIP, LEBANON COUNTY

APPROXIMATE TOWNSHIP LINE

EAST HANOVER TOWNSHIP, LEBANON COUNTY

INV.=468.96

STORM INLET

GRATE=502.78

INV. OUT (N)=495.68

STORM INLET

GRATE=503.12

INV. IN (W)=492.24

INV. IN (SE)=493.26

INV. OUT (N)=492.22

STORM INLET GRATE=501.56

INV. IN (S)=497.95

INV. OUT (NE)=497.83

STORM INLET

GRATE=503.52

INV. IN (S)=499.94

INV. OUT (NE)=499.87

STORM INLET

GRATE=505.35

INV. IN (S)=501.74

INV. OUT (NE)=501.66

STORM INLET

GRATE=506.30

INV. IN (S)=502.72

INV. OUT (NW)=502.73

STORM INLET

GRATE=512.52

INV. IN (S)=508.56

INV. OUT (E)=508.43

STORM INLET

GRATE=517.56

INV. OUT =511.46

STORM INLET

GRATE=517.49

INV. OUT (N)=513.68

STORM INLET

GRATE=517.65

INV. IN (SW)=511.08

INV. OUT (E)=511.08

STORM INLET

GRATE=512.53

INV. OUT (N)=509.15 STORM INLET

GRATE=514.20

INV. OUT

(NW)=510.37

STORM INLET

GRATE=516.93

INV. IN (W)=511.10 INV. OUT (E)=511.10

INV. (S)=INACCESSABLE (RECESSED)

STORM INLET

GRATE=516.78

INV. OUT (N)=513.38

STORM INLET

GRATE=517.24

INV. (N)=514.34

INV. (W)=510.98

YARD INLET

GRATE=517.29

INV. IN (W)=515.40

INV. OUT (N)=515.32

STORM INLET

GRATE=481.06

INV. IN (SW)=477.94

INV. IN (SE)=474.40

INV. OUT (NE)=474.40

STORM INLET

GRATE=484.18

INV. OUT (NE)=478.38

STORM INLET

GRATE=481.84

INV. IN (NW)=479.71

INV. OUT (NE)=479.20

STORM INLET

GRATE=482.59

INV. OUT (NE)=478.97

STORM INLET

GRATE=482.53

INV. IN (SW)=478.70

INV. OUT (NE)=478.68

STORM INLET

GRATE=482.49

INV. IN (SW)=478.54

INV. OUT (NW)=478.50

STORM INLET

GRATE=481.43

INV. OUT (E)=476.99

STORM INLET

GRATE=477.69

INV. OUT (SE)=473.83

STORM INLET

GRATE=477.67

INV. IN (NW)=473.19

INV. OUT (NE)=N/A SNOUT

YARD INLET

GRATE=475.14

INV. OUT(NE)=469.64

18" SLCPP

18"

SLC

18"

SLC

" S

18"

SLC

" S

6" PVC

15" RCP

" R

15" SLCPP

12" SLCPP

" S

12" SLCPP

" S

48" CMP

SINGLE WHITE LINE (TYP)

ROLLED ASPHALT CURB

SINGLE WHITE LINE (TYP)

ROLLED ASPHALT CURB

SINGLE WHITE LINE (TYP)

ROLLED CONCRETE CURB

SINGLE WHITE LINE (TYP)

ROLLED CONCRETE CURB

EX. ROLLED

CONCRETE

CURB (TYP.)

ROLLED CONCRETE CURB

GRAVEL

EX.

GRAVEL

DRIVE

SINGLE WHITE LINE (TYP)

ROLLED CONCRETE CURB

STORM INLET

GRATE=499.77

INV. IN (SW)=495.91

INV. OUT (N)=495.74

" S

.10

STORM INLET

GRATE=505.42

INV. IN (W)=500.49

INV. IN (S)=493.55

INV. OUT (E)=493.45

EX. 6" PVC

12" SLCPP

" S

" C

YARD INLET

GRATE=516.79

INV. OUT (E)=515.83

6" PVC

12" CMP

15"

CPP

12"SLCPP

15" SLCPP

24" SLCPP

INV.=471.21

" S

24" SLCPP

" S

HYDRANT (TYP)

IRRIGATION ACCESS (TYP)

UNDERGROUND STORM

STRUCTURE SHOWN IN

"INDIANTOWN GAP NC

COLUMBARIUM DESIGN /

BUILD" SHEET 38 CG101

24" SLCPP

ORIGIN UNKNOWN

12" SLCPP

TERMINUS

UNKNOWN

21" RCP

INV.=477.73

GRAVEL

DRAINAGE MANHOLE

RIM=513.15

INV. IN (SE)=508.95

INV. IN (W)=507.57

INV. OUT (N)=507.47

DRAINAGE MANHOLE

RIM=517.74

INV. (SW)=514.34

INV. (NW)=514.26

INV. (SE)=514.39

DRAINAGE MANHOLE

RIM=479.61

INV. IN (N)=473.51

INV. IN (S)=471.64

INV. OUT (E)=471.62

DRAINAGE MANHOLE

RIM=477.14

INV. IN (W)=471.62

INV. OUT (N)=471.59

WEIR ELEV. (S)=473.84

DRAINAGE MANHOLE

RIM=477.56

INV. IN (N)=471.92

INV. IN (W)=472.24

INV. OUT (E)=471.88

DRAINAGE MANHOLE

RIM=481.72

INV. IN (SW)=478.42

INV. OUT (SE)=478.32

STORM INLET

GRATE=481.43

INV. IN (NW)=476.57

INV. OUT (S)=N/A SNOUT

19A

16C

16B

21A

16A

19B 19C

24E

24C 24D

31A

24B24A

31B

33A

12A

12B

12C

12D

38C

38B

38A

17A 17B

MEM A

COLUMBARIUM D

OLD CUMBERLAND

STREET

OLD CUMBERLAND

STREET

INDIANTOWN GAP

ROAD

FIS

BIDDLE DRIVE

W W W

W W

8" TCP

UGE

4" F

UGE

8" T

8" PVC

PVC

8" PVC

EX. 6" PVC

COMMITTAL

SHELTER 1

FFE=505.27

EX. 8" PVC SAN. SEW.

EX. HONOR

GUARD BLDG.

12" CMP

24" CMP

15" CMP

21" RCP

" C

12" CMP

4" PVC 10" TCP

" T

CONC. PADS WITH

A/C UNITS

CONC. PAD WITH

A/C UNIT

15"

12"

CONC.

MACADAM

SURFACE

METAL

GARAGE

METAL

GARAGE

METAL

GARAGE

CONC.

FIS

INDIANTOWN GAP ROAD

BIDDLE ROAD

OLD CUMBERLAND

ROAD

490495

451 45

2493494496497498499

502503 503503504

506507

511512

5 49

7 47

7 487

497497

463 464

482482

6 49

498 498

501501

502 502

485485

474476

470470

48548 548548

94394

423 423

443 443444

448448

473473

479479

484484484

386 386

7 388

1 43

390390

6 397 398 399 401

1 422

44144244344

410415420425

8409411

41241341441641741841942142242342442

43143243343443

48148

433434

522522

473474

470470

3 46

2 47

500500

504 504

508509

509511

519521

521522

523 523

524 524

475475

44044044

7 437 43

4406407408409411412413

462 463

453454

6457458

946146

41341

43743843944

467468469471472473474476

460460

452453

456457458459

461 461 461

246346446

47347

451 451

8 45

461461461

492 492492

498 49

440440

460460

41841

444 444

459459

478 47

47847

4 49

BRUSH

W.E 505.1

W.E 468.6

501 502

493 492

491 490

501500

499 498

7 51

6 515

502501500

PBTH

(TYP)

' PBTH

BUFF

PBTH

(TYP)

U.S. Department of Veterans Affairs

INDIANTOWN GAP NATIONAL

CEMETERY

LEBANON COUNTY, PA

VA 813-028

02.18.2022 JPG BJS# Revisions Date

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseStampConsultants

321 4 5 6 7 8 9 10

Sprinkler Status

Architect/Engineer of Record

AE Works, LTD.

418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com

Stamp

INTEGRITY FEDERAL SERVICES

MARTINSBURG, WV

(304) 725-8456

HONOR ENGINEER COMPANY

HARRISBURG, PA

(717) 533-9077

MABBETT & ASSOCIATES, INC.

STONEHAM, MA

(781) 275-6050

PENNONI ASSOCIATES INC.

MECHANICSBURG, PA

(717) 620-5925

COMMANDER'S CONCEPTS COMMISSIONING

FOREST, VA

(713) 492-1922

AQUA ENGINEERING, INC

FORT COLLINS, CO

(970) 372-6104

BARBER & HOFFMAN, INC.

CRANBERRY TOWNSHIP, PA

(724) 741-0848

THE LA GROUP

SARATOGA SPRINGS, NY

(518) 587-8100

PHASE 5 DEVELOPMENT

RFP DOCUMENTS

GRAPHICAL SCALE: 1"=200'

200 100 0 200 400 600

NORTH

OVERALL GRADING AND

DRAINAGE PLAN

CG100

AREA 4

CG104

AREA 1

CG101

AREA 2

CG102

AREA 3

CG103

AREA 5

CG105

AREA 6

CG106

AREA 7

CG106

KEY MAPS:

SEE SHEETS CS101-107, CT101-104, CG101-106 AND L-101-107 FOR

KEY MAPS.

NOTE:

TO AVOID ADVERSE EFFECT TO BOG TURTLES, ALL DISTURBANCE WITHIN 300-FEET OF THE

POTENTIAL BOG TURTLE HABITAT IDENTIFIED IN THE ADDITIONAL PROJECT AREA ON JUNE 10, 2021, WOULD BE CONDUCTED DURING THE BOG TURTLE TIME-OF-YEAR RESTRICTION PERIOD

BETWEEN NOVEMBER 01 AND MARCH 31, OR CONDUCTED UNDER THE SUPERVISION OF A

RECOGNIZED QUALIFIED BOG TURTLE SURVEYOR ENGAGED AND PAID BY CONTRACTOR.

REFER TO THE FULL UNITED STATES FISH AND WILDLIFE LETTER, DATED NOVEMBER 16,2021, LOCATED AS AN APPENDIX TO THE SPECIFICATIONS.

RE TRAILER

CG105

1 &

DWG 61 of 302

SECTION 58

622 PRE-PLACED CRYPTS

(WITHIN 3'X8' PLOTS)

NEW ROAD 'A'

30' R

30'R

325'R

20'R

301'R

63'

57' 90°'

18'

NEW LOOP ROAD

30'R

50' R

50'R30'R

548'R

577'R

20'

M57A

FWS-3

FWS-2

M58B

M58A

BM58

FWS-4

FLAG POLE

SLEEVE (TYP.)

FLAG POLE

SLEEVE (TYP.)

FLAG POLE

SLEEVE (TYP.)

FWS-6

FWS-7

8'22'

TYP.

25.4'

14.11'

INV.=468.96

STORM INLET

GRATE=482.59

INV. OUT (NE)=478.97

STORM INLET

GRATE=482.53

INV. IN (SW)=478.70

INV. OUT (NE)=478.68

STORM INLET

GRATE=482.49

INV. IN (SW)=478.54

INV. OUT (NW)=478.50

18" SLCPP

18"

SLC

18"

SLC

" S

21" RCP

INV.=477.73

DRAINAGE MANHOLE

RIM=481.72

INV. IN (SW)=478.42

INV. OUT (SE)=478.32

31A

" R

15" RCP

" R

18" RCP

18" RCP15" RCP

15" RCP

M FA

CILI

#1 A

P O

F E

MBA

NKM

T =

0.7

OM OF F

ILI

5.7

SWM FACILITY #2

TOP OF EMBANKMENT = 471.75

BOTTOM OF FACILITY = 468.75

IRRIGATION POND

TOP OF EMBANKMENT = 477.25

BOTTOM OF FACILITY = 467.25

' (T

60' (TYP.)

15" RCP

INV. =

472.07'

INV. = 475.05'

INV. = 471.30'

INV. = 471.19'

468 469

471 472 473 474

481 482 483 484

470475480 469471472473474476477478479481

468469

460 456 457458459

461462463464

482483

477478

457458459

462463464466

2:1

4:1

2:1

4:1

2:1

4:1

-2.1%

5' BENCH @2%

60 75

TOP

71 75

TOP

71 75

TOP

71 75

TOP

77 25

TOP

77 25

TOP

77 25

TOP

77 25

TOP

78 93

LP-TOP

78 93

LP-TOP 80 35

80 44

HP-TC

83 39

83 45

85 35

83 04

79 77

79 76

79 64

77 76

75 67

75 34

75 37

0077 67

77 67

76 61

76 82

76 56

GS 77

78 20

TOP

78 64

TOP

73 64

TOP

81 04

TOP

81 04

TOP

78 79

LP-TOP

80 35

79 28

77 98

78 52

83 04

TOP

80 97

LP-TOP

85 6±

ME-TC

83 3±

ME-TC

79 04

82 21

81 98

82 46

82 82

82 18

79 24

79 14

80 95

81 34

81 80

81 73

GS81 35

80 91

81 33

54 75

. D

INA

GE W

. D

INA

GE W

EX. DRAINAGE WAY

455 75

468 75

471 75

470 75

456 50

457 00

" R

455 75

485485

474476

W.E 468.6

U.S. Department of Veterans Affairs

INDIANTOWN GAP NATIONAL

CEMETERY

LEBANON COUNTY, PA

VA 813-028

02.18.2022 JPG BJS# Revisions Date

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseStampConsultants

321 4 5 6 7 8 9 10

Sprinkler Status

Architect/Engineer of Record

AE Works, LTD.

418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com

Stamp

INTEGRITY FEDERAL SERVICES

MARTINSBURG, WV

(304) 725-8456

HONOR ENGINEER COMPANY

HARRISBURG, PA

(717) 533-9077

MABBETT & ASSOCIATES, INC.

STONEHAM, MA

(781) 275-6050

PENNONI ASSOCIATES INC.

MECHANICSBURG, PA

(717) 620-5925

COMMANDER'S CONCEPTS COMMISSIONING

FOREST, VA

(713) 492-1922

AQUA ENGINEERING, INC

FORT COLLINS, CO

(970) 372-6104

BARBER & HOFFMAN, INC.

CRANBERRY TOWNSHIP, PA

(724) 741-0848

THE LA GROUP

SARATOGA SPRINGS, NY

(518) 587-8100

PHASE 5 DEVELOPMENT

RFP DOCUMENTS

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

NORTH

GRADING AND DRAINAGE PLAN

AREA 1

CG101

SITE KEY MAP

NOT TO SCALE

EX.GRAVEL

DRIVE

COMMITTAL

SHELTER 1

FFE=505.27

EX. HONOR

GUARD BLDG.

AREA 1

AREA 2

AREA 3

AREA 4

AREA 5

AREA 6

AREA 7

RE TRAILER AREA 1

GRAPHIC LEGEND:

LIMITS OF WORK

PRE-PLACED CRYPTS

PERIMETER CRYPT

INTERIOR CRYPT

NEW STORM SEWER

CRYPT UNDER DRAIN

PROPOSED GROUND

ELEVATION*

TOP OF STRUCTURE

ELEVATION

PROPOSED TOP

OF CURB ELEVATION

NEW STORM STRUCTURE

DRAINAGE FLOW ARROW

*WHEN SHOWN LABELING CURB AND GUTTER, THIS

ELEVATION DENOTES THE FLOW LINE ELEVATION.

PROPOSED SLOPE

N/ A

DWG 62 of 302

SECTION 56

1,916 PRE-PLACED

CRYPTS

(WITHIN 3'X8' PLOTS)

SECTION 60

2,008 IN-GROUND

CREMAINS SITES

(WITHIN 3'X3' PLOTS)

SECTION 61

2,012 IN-GROUND

CREMAINS SITES

(WITHIN 3'X3' PLOTS)

SECTION 59

598 TRADITIONAL PLOTS

208 OVERSIZED

PRE-PLACED CRYPTS

(ALL WITHIN 4'X10' PLOTS)

SECTION 57

2,584 PRE-PLACED

CRYPTS

(WITHIN 3'X8' PLOTS)

NEW ROAD 'A'

24' 12'

12'

0'R

10'R25'R

10'R

33'R 10'R

0'R

2'R

8'R

30'R

325'R

20'R

301'R

56'

90°'

63'

90°'

52' 51'

90°'

57'

90°

X X

X X X

X X

NEW LOOP ROAD

30'R

50' R

50'R30'R

30'R

548'R

577'R

20'

M57A

M57B

BM57

FWS-3

FWS-2

M56B

M56A

BM56

M59A

M59B

M60B

M60A M61B

M61A

BM59

BM60

BM61

FWS-4

FWS-5

FWS-1

FLAG POLE

SLEEVE (TYP.)

FLAG POLE

SLEEVE (TYP.)

FLAG POLE

SLEEVE (TYP.)

ASPHALT GRAVEL

PAVEMENT TRANSITION

FWS-6

FWS-7

8'22'

TYP.

25.4'

14.11'

POST

STORM INLET

GRATE=482.59

INV. OUT (NE)=478.97

STORM INLET

GRATE=482.53

INV. IN (SW)=478.70

INV. OUT (NE)=478.68

INV. OUT (NW)=478.50

GRATE=475.14

INV. OUT(NE)=469.64

18"

SLC

18"

SLC

15" RCP

" R

24" SLCPP

INV.=471.21

" S

24" SLCPP

" S

UNDERGROUND STORM

STRUCTURE SHOWN IN

"INDIANTOWN GAP NC

COLUMBARIUM DESIGN /

BUILD" SHEET 38 CG101

DRAINAGE MANHOLE

RIM=479.61

INV. IN (N)=473.51

INV. IN (S)=471.64

INV. OUT (E)=471.62

DRAINAGE MANHOLE

RIM=477.14

INV. IN (W)=471.62

INV. OUT (N)=471.59

WEIR ELEV. (S)=473.84

DRAINAGE MANHOLE

RIM=477.56

INV. IN (N)=471.92

INV. IN (W)=472.24

INV. OUT (E)=471.88

STORM INLET

GRATE=481.43

INV. IN (NW)=476.57

INV. OUT (S)=N/A SNOUT

OLD CUMBERLAND

STREET

BENCHMARK #1:

MAG NAIL #150

ELEV.=480.43

N:398218.4120 E:2299270.9570

BENCHMARK #2:

MAG NAIL #151

ELEV.=487.47

N:398501.5700 E:2299382.4650

31A

25A

15" RCP

" R

18" RCP

15" RCP

" R

24" RCP

SWM FACILITY #3

TOP OF EMBANKMENT = 481.50

BOTTOM OF FACILITY = 476.50

M FA

CILI

#1 A

P O

F E

MBA

NKM

T =

0.7

OM OF F

ILI

5.7

15" RCP

15" RCP 7A81

' (T

15" RCP

" R

' (T

INV. =

472.07'

INV. = 482.76'

INV. = 475.05'

INV. = 471.88'

INV. = 471.30'

482 479

482483

466467468469

471472473474

470 466

46947

461462463464 466467468469

471472473474

5 47

480 481

481482

477478

457458459

462463464466

4:1

2:1 2:1

2:1

4:1

-2.

-2 .9%

-3.

-2.4%

-5.4%

3:1

60 75

TOP

81 50

TOP

81 50

TOP81 50

TOP

81 50

TOP

480 478479481482483484

475 473474476477478

470471472

2:1

78 93

LP-TOP

78 93

LP-TOP

80 35

80 44

HP-TC

68 66

GS 68 07

71 99

GS72 23

85 66

GS85 91

85 96

85 90

84 59

84 35

86 85

86 81

88 81

89 24

88 30

88 73

79 14

GS 78 94

83 39

83 45

85 35

83 04

79 77

79 76

79 64

77 76

75 67

75 34

75 37

74 34

TOP

74 00

TOP

70 13

74 34

TOP

77 67

TC78 20

TOP

78 64

TOP

73 64

TOP

81 04

TOP

81 04

TOP

78 79

LP-TOP

80 35

79 28

77 98

78 52

83 04

TOP

80 97

LP-TOP

83 16

LP-TOP

84 87

LP-TOP

84 32

81 68

82 94

83 42

80 76

86 03

86 27

81 00

85 6±

ME…

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File details come from the government source that posted it. Updated Apr 21, 2022.