S02 VA813-028 IGNC Phase 5 Drawing_Sheets 40-62.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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S02 VA813-028 IGNC Phase 5 Drawing_Sheets 124-151.pdf	PDF	Apr 21, 2022
S02 VA813-028 IGNC Phase 5 Specs_Divisions 00-33.pdf	PDF	Apr 21, 2022
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S02 VA813-028 IGNC Phase 5 Drawing_Sheets 292-302.pdf	PDF	Apr 21, 2022
S02 VA813-028 IGNC Phase 5 Drawing_Sheets 152-291.pdf	PDF	Apr 21, 2022
S02 VA813-028 IGNC Phase 5 Specs_Appendix D2.pdf	PDF	Apr 21, 2022
S02 VA813-028 IGNC Phase 5 Specs_Appendix D5-H.pdf	PDF	Apr 21, 2022
S02 VA813-028 IGNC Phase 5 Specs_Appendix A-D1.pdf	PDF	Apr 21, 2022
S02 VA813-028 IGNC Phase 5 Drawing_Sheets 16-23.pdf	PDF	Apr 21, 2022
S02 VA813-028 IGNC Phase 5 Specs_Appendix D4.pdf	PDF	Apr 21, 2022
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S02 VA813-028 IGNC Phase 5 Drawing_Sheets 24-39.pdf	PDF	Apr 21, 2022
S02 VA813-028 IGNC Phase 5 Specs_Appendix D3.pdf	PDF	Apr 21, 2022
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S02 PAST PERFORMANCE QUESTIONNAIRE SAMPLE.docx	DOCX document	Apr 21, 2022
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S02 VA813-028 IGNC Phase 5 Drawing_Sheets 1-10.pdf	PDF	Apr 21, 2022

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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

® GC502

EROSION & SEDIMENT CONTROL DETAILS

FLOW

EXCESS SOCK MATERIAL TO BE DRAWN IN AND TIED

OFF TO STAKE AT BOTH ENDS

FILTREXX® CHECK DAM

SIZED TO SUIT CONDITIONS

8" TO 18" TYPICAL

NOTES:

1. ALL MATERIAL TO MEET FILTREXX® SPECIFICATIONS.

2. CHECK DAM SHOULD BE USED IN AREAS THAT DRAIN 10 ACRES OR LESS.

3. SEDIMENT SHOULD BE REMOVED FROM BEHIND CHECK DAM ONCE THE ACCUMULATED HEIGHT HAS REACHED 12 THE HEIGHT OF

THE CHECK DAM.

4. CHECK DAM CAN BE DIRECT SEEDED AT THE TIME OF INSTALLATION.

5. CONTRACTOR IS REQUIRED TO BE A FILTREXX CERTIFIED™ INSTALLER.

CHECK DAM FILTER SOCK

NOT TO SCALE11 BAFFLE

NOT TO SCALE12

SINKHOLE REPAIR WITH PERVIOUS COVER

NOT TO SCALE13

TEMPORARY COFFERDAM AND PUMP BYPASS

AROUND IN-CHANNEL WORK AREAS

NOT TO SCALE15

EROSION CONTROL BLANKET

NOT TO SCALE9

SANDBAG DIVERSION DAM OR COFFERDAM

NOT TO SCALE14

COMPOST SOCK CONCRETE WASHOUT

NOT TO SCALE16

EROSION CONTROL BLANKET C TO BE NORTH AMERICAN GREEN SC150 OR EQUIVALENT

EROSION CONTROL BLANKET A TO BE NORTH AMERICAN GREEN S75 OR EQUIVALENT

PUMPED WATER FILTER BAG

NOT TO SCALE17

2" X 2" X 36" WOODEN STAKES PLACED 5' O.C.

DWG 40 of 302

NEW ENTRANCE ROAD

NEW ROAD 'A'

NEW LOOP ROAD

UD UD

MAINTENANCEBUILDING ROAD

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.

PBTH

(TYP)

397086.00 2296832.00

400170.00 2296832.00

397086.00 2299111.00

FIS

INDIANTOWN GAP ROAD

BIDDLE ROAD

OLD CUMBERLAND

ROAD

' PBTH

BUFF

PBTH

(TYP)

M56B 398307.8 2299518.84 M57A 398559.23 2299619.43 M57B 398538.67 2299678.98 M58A 398725.12 2299687.99 M58B 398778.05 2299706.27

398421.55 2299771.22

M56A 398326.08 2299465.9

MONUMENT

MONUMENT LAYOUT CHART

NORTHING EASTING

M59B M60A M60B M61A M61B

M59A

BASELINE

N7° 56' 47.07"W [M56A TO M56B]BM56

BM57

BEARING [DEFINED BY]

S19° 03' 12.93"W [M57A TO M57B]

S19° 03' 12.93"W [M58A TO M58B]BM58

BM59 N19° 03' 12.93"E [M59A TO M59B]

BM60 S19° 03' 12.69"W [M60A TO M60B]

BM61 S2° 51' 37.35"W [M61A TO M61B]

398418.01 2299959.91

398369.81 2299943.26

398476.24 2300161.17

398419.31 2300158.32

398374.28 2299754.9

NOTE: SEE SHEETS CS101 THROUGH CS104 FOR MONUMENT

MARKER LOCATIONS

FWS-1

FWS-2

FWS-3 398637.02 2299512.98

FWS LAYOUT CHART

NORTHING EASTING

STATION #

398669.52 2299663.43

398431.49 2299394.71

398572.33 2299845.54

398496.12 2300098.76

398686.19 2299900.66

398619.87 2300122.42

FWS-4

FWS-5

FWS-6

FWS-7

NOTE: SEE SHEETS CS101 THROUGH CS104 FOR FLOWER

WATERING STATION LOCATIONS

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 SITE KEY MAP

CS100

AREA 4

CS104

AREA 1

CS101

AREA 2

CS102

AREA 3

CS103

AREA 5

CS105

AREA 6

CS106

AREA 7

CS107

EXISTING JOINT REPLACEMENT NOTE:

· 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

UTILITY NOTE:

ALL KNOWN UTILITIES AND THEIR LOCATIONS ARE SHOWN ON THE SITE PLAN

SHEETS.

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

CS105

1, 3, DWG 41 of 302

AE WORKS®

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°'

4 4

1 2

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'

" R

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

. D

INA

GE W

. D

INA

GE W

EX. DRAINAGE WAY

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.)

8 15" RCP

15" RCP

INV. =

472.07'

INV. = 475.05'

INV. = 471.30'

INV. = 471.19'

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

SITE LAYOUT AND UTILITY PLAN

AREA 1

CS101

RE TRAILER

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

INTERIOR PRE-PLACED CRYPT (TYP.)

PERIMETER PRE-PLACED CRYPT (TYP.)

GRAVESITE GRID MONUMENT (TYP.)

BURIAL SECTION MARKER (TYP.)

MOUNTABLE CURB AND GUTTER (TYP.)

KEY NOTE LEGEND:

FLOWER WATERING STATION (TYP.)

STORM MANHOLE (TYP.)

MOUNTABLE CURB INLET (TYP.)

RIP-RAP OUTLET PROTECTION (TYP.)

KEY NO. DESCRIPTION DETAIL/PG

STANDARD INLET (TYP.)

CONCRETE VALLEY GUTTER

UNDERDRAIN CONCRETE COLLAR DETAIL

IRRIGATION PUMP HOUSE (SEE LI100 SERIES)

6' HT BLACK VINYL FENCE (TYP.)

16 2" WATER SERVICE LINE

17 SANITARY ELECTROMAGNETIC FLOWMETER

WITHIN MANHOLE

18 4" PVC SANITARY SEWER LATERAL

AND SANITARY SEWER CLEANOUT

19 OIL/WATER SEPERATOR

20 6" PVC ROOF DRAIN

21 1-1/4" SANITARY FORCE MAIN

6"X6" TEE, 1-6" VALVE. TEST PIT REQUIRED.

22 GRINDER PUMP

REMOVE EXISTING SANITARY MAIN AND

REPLACE WITH 8" PVC MAIN. MAINTAIN

EXISTING INVERTS.

24 VEHICULAR GUIDE RAIL

25 IMPROVE EXISTING ROADWAY WITH NEW

GRAVEL PAVEMENT SECTION

26 SWING GATE

27 CHAIN GATE

28 4" PERFORATED CRYPT

PERIMETER UNDER DRAIN (TYP.)

30 CRYPT UNDER DRAIN CLEAN OUT (TYP.)

6" SOLID CRYPT UNDER DRAIN (TYP.)

31 STD. 6" CURB & GUTTER (TYP.)

32 FLUSH CURB & GUTTER (TYP.)

DT500

DT502

DT503

CI500

DT502

DT509

DT503

DT504

DT505

DT502

DT505

DT502

DT506

DT505

DT503

GC501

6' HT. VEHICULAR BLACK VINYL SWING GATE

(10' OPENING SINGLE, 20' OPENING DOUBLE)

DT509

GRAPHIC LEGEND:

LIMITS OF WORK

NEW FLAG POLE SLEEVE

NEW STORM SEWER

AND INLET

NEW WATER LINE/ NEW

POTABLE WATER WELL

NEW SANITARY SEWER

LINE

STANDARD DUTY

ASPHALT PAVEMENT

HEAVY DUTY

CONCRETE PAVEMENT

GRAVEL PAVEMENT

HEADSTONE FACE DIRECTION

CURB TRANSITION

MOUNTABLE

OR FLUSH

TAPER

6" C&G

DETAIL/PG

DT502

DT503

DT504

DT502

MILL AND OVERLAY 3

DT506

EXISTING JOINT REPLACEMENT NOTE:

· 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

UTILITY NOTE:

ALL KNOWN UTILITIES AND THEIR LOCATIONS ARE SHOWN ON THE SITE PLAN SHEETS.

AREA 1

N/ A

DWG 42 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°

4 4

1 2

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'

15" RCP

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

EX.

GRAVEL

DRIVE

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

8 15" RCP

15" RCP

" R

' (T

INV. =

472.07'

INV. = 482.76'

INV. = 475.05'

INV. = 471.88'

INV. = 471.30'

POST

STORM INLET

GRATE=481.43

INV. OUT (E)=476.99

15" RCP

" R

CPCO

BENCHMARK #1:

MAG NAIL #150

ELEV.=480.43

N:398218.4120 E:2299270.9570

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

SITE LAYOUT AND UTILITY PLAN

AREA 2

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

NORTH

INTERIOR PRE-PLACED CRYPT (TYP.)

PERIMETER PRE-PLACED CRYPT (TYP.)

GRAVESITE GRID MONUMENT (TYP.)

BURIAL SECTION MARKER (TYP.)

MOUNTABLE CURB AND GUTTER (TYP.)

KEY NOTE LEGEND:

FLOWER WATERING STATION (TYP.)

STORM MANHOLE (TYP.)

MOUNTABLE CURB INLET (TYP.)

RIP-RAP OUTLET PROTECTION (TYP.)

KEY NO. DESCRIPTION DETAIL/PG

STANDARD INLET (TYP.)

CONCRETE VALLEY GUTTER

UNDERDRAIN CONCRETE COLLAR DETAIL

IRRIGATION PUMP HOUSE (SEE LI100 SERIES)

6' HT BLACK VINYL FENCE (TYP.)

16 2" WATER SERVICE LINE

17 SANITARY ELECTROMAGNETIC FLOWMETER

WITHIN MANHOLE

18 4" PVC SANITARY SEWER LATERAL

AND SANITARY SEWER CLEANOUT

19 OIL/WATER SEPERATOR

20 6" PVC ROOF DRAIN

21 1-1/4" SANITARY FORCE MAIN

6"X6" TEE, 1-6" VALVE. TEST PIT REQUIRED.

22 GRINDER PUMP

REMOVE EXISTING SANITARY MAIN AND

REPLACE WITH 8" PVC MAIN. MAINTAIN

EXISTING INVERTS.

24 VEHICULAR GUIDE RAIL

25 IMPROVE EXISTING ROADWAY WITH NEW

GRAVEL PAVEMENT SECTION

26 SWING GATE

27 CHAIN GATE

28 4" PERFORATED CRYPT

PERIMETER UNDER DRAIN (TYP.)

30 CRYPT UNDER DRAIN CLEAN OUT (TYP.)

6" SOLID CRYPT UNDER DRAIN (TYP.)

31 STD. 6" CURB & GUTTER (TYP.)

32 FLUSH CURB & GUTTER (TYP.)

DT500

DT502

DT503

CI500

DT502

DT509

DT503

DT504

DT505

DT502

DT505

DT502

DT506

DT505

DT503

GC501

6' HT. VEHICULAR BLACK VINYL SWING GATE

(10' OPENING SINGLE, 20' OPENING DOUBLE)

DT509

CS102

RE TRAILER

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

GRAPHIC LEGEND:

LIMITS OF WORK

NEW FLAG POLE SLEEVE

NEW STORM SEWER

AND INLET

NEW WATER LINE/ NEW

POTABLE WATER WELL

NEW SANITARY SEWER

LINE

STANDARD DUTY

ASPHALT PAVEMENT

HEAVY DUTY

CONCRETE PAVEMENT

GRAVEL PAVEMENT

HEADSTONE FACE DIRECTION

CURB TRANSITION

MOUNTABLE

OR FLUSH

TAPER

6" C&G

DETAIL/PG

DT502

DT503

DT504

DT502

MILL AND OVERLAY 3

DT506

EXISTING JOINT REPLACEMENT NOTE:

· 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

UTILITY NOTE:

ALL KNOWN UTILITIES AND THEIR LOCATIONS ARE SHOWN ON THE SITE PLAN SHEETS.

AREA 2

INSET 'A'

SEE

INSET

'A'

BELOW

FOR

BENCH

MARK

N/ A

DWG 43 of 302

24'

30'R 30'R

408'R

432'R

575'R

20' WIDE

DOUBLE

GATE

24" RCP

18" RCP

EX. DRAINAGE WAY

3A(1)

3A(2)

24" RCP

15" RCP

24" RCP

SWM FACILITY #1A

TOP OF EMBANKMENT = 458.75

BOTTOM OF FACILITY = 452.75

SWM FACILITY #1B

TOP OF EMBANKMENT = 443.75

BOTTOM OF FACILITY = 439.75

" R

FM FM

84"

ALUMINIZED

CMP

" R

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

SITE LAYOUT AND UTILITY PLAN

AREA 3

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

NORTH

CS103

RE TRAILER

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

INTERIOR PRE-PLACED CRYPT (TYP.)

PERIMETER PRE-PLACED CRYPT (TYP.)

GRAVESITE GRID MONUMENT (TYP.)

BURIAL SECTION MARKER (TYP.)

MOUNTABLE CURB AND GUTTER (TYP.)

KEY NOTE LEGEND:

FLOWER WATERING STATION (TYP.)

STORM MANHOLE (TYP.)

MOUNTABLE CURB INLET (TYP.)

RIP-RAP OUTLET PROTECTION (TYP.)

KEY NO. DESCRIPTION DETAIL/PG

STANDARD INLET (TYP.)

CONCRETE VALLEY GUTTER

UNDERDRAIN CONCRETE COLLAR DETAIL

IRRIGATION PUMP HOUSE (SEE LI100 SERIES)

6' HT BLACK VINYL FENCE (TYP.)

16 2" WATER SERVICE LINE

17 SANITARY ELECTROMAGNETIC FLOWMETER

WITHIN MANHOLE

18 4" PVC SANITARY SEWER LATERAL

AND SANITARY SEWER CLEANOUT

19 OIL/WATER SEPERATOR

20 6" PVC ROOF DRAIN

21 1-1/4" SANITARY FORCE MAIN

6"X6" TEE, 1-6" VALVE. TEST PIT REQUIRED.

22 GRINDER PUMP

REMOVE EXISTING SANITARY MAIN AND

REPLACE WITH 8" PVC MAIN. MAINTAIN

EXISTING INVERTS.

24 VEHICULAR GUIDE RAIL

25 IMPROVE EXISTING ROADWAY WITH NEW

GRAVEL PAVEMENT SECTION

26 SWING GATE

27 CHAIN GATE

28 4" PERFORATED CRYPT

PERIMETER UNDER DRAIN (TYP.)

30 CRYPT UNDER DRAIN CLEAN OUT (TYP.)

6" SOLID CRYPT UNDER DRAIN (TYP.)

31 STD. 6" CURB & GUTTER (TYP.)

32 FLUSH CURB & GUTTER (TYP.)

DT500

DT502

DT503

CI500

DT502

DT509

DT503

DT504

DT505

DT502

DT505

DT502

DT506

DT505

DT503

GC501

6' HT. VEHICULAR BLACK VINYL SWING GATE

(10' OPENING SINGLE, 20' OPENING DOUBLE)

DT509

GRAPHIC LEGEND:

LIMITS OF WORK

NEW FLAG POLE SLEEVE

NEW STORM SEWER

AND INLET

NEW WATER LINE/ NEW

POTABLE WATER WELL

NEW SANITARY SEWER

LINE

STANDARD DUTY

ASPHALT PAVEMENT

HEAVY DUTY

CONCRETE PAVEMENT

GRAVEL PAVEMENT

HEADSTONE FACE DIRECTION

CURB TRANSITION

MOUNTABLE

OR FLUSH

TAPER

6" C&G

DETAIL/PG

DT502

DT503

DT504

DT502

MILL AND OVERLAY 3

DT506

EXISTING JOINT REPLACEMENT NOTE:

· 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

UTILITY NOTE:

ALL KNOWN UTILITIES AND THEIR LOCATIONS ARE SHOWN ON THE SITE PLAN SHEETS.

AREA 3

DWG 44 of 302

ILD

G E

ILD

BULKSTORAGE

24'

20'

24'

164'

9.6

16'

30' R

130'R

30'R 692'R

1008'R

24'R

150'R

408'R

30'R 30'R

408'R

162'R

30'R 138'R

708'R

992'R

432'R

30' R

30'R

5'R

30'R

GNSS REFERENCE SYSTEM MONUMENT AND ANTENNA

(REFER TO ELECTRICAL SITE PLAN) REFER TO

SPEC. SEC. 11 83 00FOR GNSS REFERENCE

SYSTEM REQUIREMENTS

0.1

30.13'

0.1

30.13' 8'

.19

73.2'

64.1' 8'

4.6 8'

.27

46'

.88

2.3 1'

3.5'

6.5'

12.5'

18'

46.38'

15'

.9'

MAINTENANCEBUILDING ROAD

.9'

14.5'

DT509

10' WIDE

SINGLE

GATE

20' WIDE

DOUBLE

GATE

20' WIDE

DOUBLE

GATE

20' WIDE

DOUBLE

GATE

18" RCP

15" RCP

EX. DRAINAGE WAY

SEE MAINTENANCE

COMPLEX ROOF

DRAIN DETAIL,

THIS SHEET.

SEE STORAGE

BUILDING

ROOF DRAIN DETAIL,

THIS SHEET.

R50' WELL BUFFER

56 51

46A

3A(1)

3A(2)

15" RCP

" R

15" RCP

" R

15" RCP

" R

SWM FACILITY #1B

TOP OF EMBANKMENT = 443.75

BOTTOM OF FACILITY = 439.75

SWM FACILITY #4A

TOP OF EMBANKMENT = 443.75

BOTTOM OF FACILITY = 438.75

INV. 443.97

INV. 443.56

INV. 444.08

" R

FM FM

9 93

15" RCP

" R

84"

ALUMINIZED

CMP

" R

AREA DRAIN FOR

BOOT WASH

INV. 445.50

INV. IN 441.87

(6" FROM

BOOT WASH)

44.49' 6" PVC

@8.16%

INV. 442.00

6" PVC ROOF DRAIN

1.5% SLOPE

INV. IN 441.69

(6" RD)

RIM 447.72

INV. 442.94

INV. IN 442.37

(4" PVC)

RIM 447.33

INV. 442.26

ILD

15" RCP

" R

CONNECT 6" PVC

ROOF DRAINS INTO

STORM CONVEYANCE

SYSTEM (TYP.)

CONNECT 6" PVC

ROOF DRAINS

INTO STORM

CONVEYANCE

SYSTEM (TYP.)

6" PVC ROOF

DRAINS (2% SLOPE

TYP.)

INV.

446.23

INV.

445.12

INV.

443.79

INV.

443.49

INV.

443.20

INV.

442.90

INV.

442.82

INV.

442.51

INV.

442.21

INV.

441.80

INV.

441.58

INV.

441.37

RIM 447.85

INV. 445.06

RIM 447.27

INV. 444.81

INV.

443.45

INV.

443.34

INV.

443.13

INV.

4423.07

INV.

442.90

INV.

442.76

INV.

442.25

INV.

441.99

INV.

441.83

6" PVC

SLOPE 4%

INV.

444.97

RIM 446.68

INV. 444.65

6" PVC

SLOPE 4%

INV.

441.80

INV.

442.68

INV.

441.80

INV.

442.15

INV.

443.55

" R

6" PVC

SLOPE 3%

6" PVC

SLOPE

8.3%

INV. IN

446.12

INV. IN 445.6

INV. IN

445.59

INV. 445.16

INV.

443.03

RIM 448.08

INV. 442.91

RIM 448.09

INV. 445.03

6" PVC

SLOPE 1%

RIM 448.16

INV. IN 446.07

RIM 448.02

INV. 445.0

4" PVC

SLOPE

7.4%

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

SITE LAYOUT AND UTILITY PLAN

AREA 4

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

NORTH

CS104

RE TRAILER

SITE KEY MAP

NOT TO SCALE

EX.

GRAVELDRIVE

COMMITTAL

SHELTER 1

FFE=505.27

EX. HONOR

GUARD BLDG.

AREA 1

AREA 2

AREA 3

AREA 4

AREA 5

AREA 6

AREA 7

INTERIOR PRE-PLACED CRYPT (TYP.)

PERIMETER PRE-PLACED CRYPT (TYP.)

GRAVESITE GRID MONUMENT (TYP.)

BURIAL SECTION MARKER (TYP.)

MOUNTABLE CURB AND GUTTER (TYP.)

KEY NOTE LEGEND:

FLOWER WATERING STATION (TYP.)

STORM MANHOLE (TYP.)

CURB INLET (TYP.)

RIP-RAP OUTLET PROTECTION (TYP.)

KEY NO. DESCRIPTION DETAIL/PG

YARD INLET (TYP.)

CONCRETE VALLEY GUTTER

UNDERDRAIN CONCRETE COLLAR DETAIL

IRRIGATION PUMP HOUSE (SEE LI100 SERIES)

6' HT BLACK VINYL FENCE (TYP.)

6' HT. VEHICULAR BLACK VINYL SWING GATE

(10' OPENING SINGLE, 20' OPENING DOUBLE)

16 2" WATER SERVICE LINE

17 SANITARY ELECTROMAGNETIC FLOWMETER

WITHIN MANHOLE

18 4" PVC SANITARY SEWER LATERAL

AND SANITARY SEWER CLEANOUT

19 OIL/WATER SEPERATOR

20 6" PVC ROOF DRAIN

21 1-1/4" SANITARY FORCE MAIN

6"X6" TEE, 1-6" VALVE. TEST PIT REQUIRED.

22 GRINDER PUMP

REMOVE EXISTING SANITARY LATERAL AND

REPLACE WITH 6" PVC LATERAL. MAINTAIN

EXISTING INVERTS.

24 VEHICULAR GUIDERAIL

25 IMPROVE EXISTING ROADWAY WITH NEW

GRAVEL PAVEMENT SECTION

26 SWING GATE

27 CHAIN GATE

28 4" PERFORATED CRYPT

PERIMETER UNDER DRAIN (TYP.)

30 CRYPT UNDER DRAIN CLEAN OUT (TYP.)

6" SOLID CRYPT UNDER DRAIN (TYP.)

31 STD. 6" CURB & GUTTER (TYP.)

32 FLUSH CURB (TYP.)

DT500

DT502

DT503

CI500

DT502

DT509

DT503

DT504

DT505

DT502

DT505

DT509

DT505

DT502

DT506

DT505

DT503

GRAPHIC LEGEND:

LIMITS OF WORK

NEW FLAG POLE SLEEVE

NEW STORM SEWER

AND INLET

NEW WATER LINE

NEW POTABLE WATER

WELL

NEW SANITARY SEWER

LINE

STANDARD DUTY

ASPHALT PAVEMENT

HEAVY DUTY

CONCRETE PAVEMENT

GRAVEL PAVEMENT

CURB TRANSITION

MOUNTABLE

OR FLUSH

TAPER

6" C&G

DETAIL/PG

DT502

DT503

DT504

DT502

GRAPHICAL SCALE: 1"=20'

20 10 0 20 40 60

NORTH

MAINTENANCE COMPLEX

ROOF DRAINS AREA DETAIL

GRAPHICAL SCALE: 1"=20'

20 10 0 20 40 60

NORTH

STORAGE BUILDINGS ROOF

DRAIN AREA DETAIL

EXISTING JOINT REPLACEMENT NOTE:

· 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

UTILITY NOTE:

ALL KNOWN UTILITIES AND THEIR LOCATIONS ARE SHOWN ON THE SITE PLAN SHEETS.

33 CONCRETE ENCASEMENT

DT505

AREA 4

DT509

DWG 45 of 302

9' 18'

24'

15' 12'

18'

60'

10'

60'

24'

8' 8'

7' 8'

25'

45'

OHE

INDIANTOWN GAP

ROAD

HONOR

GUARD

24'24

15'

24'

25'

17'

26'

6.5'

15.5' 30'R

318.9'R

53' R

30' R

4'R

27'R

30'R

890'R

192.5'R

19'R

207.5'R

101'R

19'R

30'R

30'R914'R

5 55

50'

13.6'

10.5'

.9'

CURB TAPER

(4/DT502)

CURB TAPER

(4/DT502)

FLAG POLE

SLEEVE (TYP.)

ASPHALT GRAVEL

PAVEMENT TRANSITION

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

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

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

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

31A

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

SANITARY MANHOLE

TOP ELEV. = 518.87

4" FORCED MAIN

TOP PIPE ELEV. = 514.43

8" OUTLET

INV. ELEV. = 513.62

UGE

SANITARY MANHOLE

TOP ELEV. = 500.02

8" INLET

INV. ELEV. = 492.87

8" OUTLET

INV. ELEV. = 492.72

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. 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.

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

SEE HONOR GUARD

ROOF DRAIN DETAIL,

THIS SHEET.

EX1

15" RCP

" R

15" RCP

15"

RCP

INV. 504.14

INV. 503.13

INV. 504.23

15"

RCP

" R

UNDERGROUND SWM/BMP

FACILITY (SEE STORMWATER

MANAGEMENT DRAWINGS)

CONTRACTOR TO PROVIDE

TEMPORARY UTILITY SERVICE TO

EXISTING HONOR GUARD BUILDING

INV. 505.28

WWWWW

HONOR

GUARD

INV. 505.28

6" PVC ROOF DRAINS

SLOPE 1.5% (TYP.)

INV. 506.3

INV. 506.38 INV. 506.85

INV.

505.77

INV. 505.67

INV. 506.14

RIM 507.90

INV. 506.35

RIM 507.86

INV. 506.26

RIM 507.86

INV. 505.73

RIM 507.93

INV. 505.64

INV. 506.11

RIM 508.40

INV. 506.81

6" PVC ROOF DRAINS

SLOPE 1.5% (TYP.)

6" P

1.5

SLOPE 3.5%

INV. 507.00

WWW

RIM 508.25

INV. 506.82

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

SITE LAYOUT AND UTILITY PLAN

AREA 5

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

NORTH

CS105

RE TRAILER

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

1. NO WORK SHALL BE PERFORMED NEAR OR UNDER THE TRANSMISSION LINES WITHOUT EXECUTING AN AGREEMENT WITH FIRST ENERGY POWER COMPANY REGARDING SAFE WORK REQUIREMENTS. PLEASE CONTACT SHARON SCHMITT AT 973-401-8223/201-274-9640 AND SSCHMITT@FIRSTENERGYCORP.COM

2. NESC AND OSHA CLEARANCES MUST BE MAINTAINED DURING CONSTRUCTION AND DURING ANY MAINTENANCE WORK THAT IS PERFORMED. THE TRANSMISSION LINES HAVE A NOMINAL VOLTAGE OF 69,000 VOLTS AND 72,450-VOLT MAXIMUM, WHICH SHALL ALWAYS BE TREATED AS ENERGIZED. THE CONDUCTOR POSITION CHANGES CONTINUOUSLY.

FIRST ENERGY IS NOT RESPONSIBLE FOR PROVIDING CONDUCTOR POSITION TO DETERMINE SAFE WORKING CLEARANCE. PHYSICAL CONTACT WITH CONDUCTORS IS NOT

REQUIRED FOR ELECTRICITY FOR FLOW IN UNWANTED DIRECTIONS.

3. FIRST ENERGY REQUIRES 24-HOUR ACCESS TO THE TRANSITION LINES IN THE ROW. AT NO TIME DURING CONSTRUCTION OR REGULAR OPERATION OF THIS FACILITY MAY

ACCESS TO FIRST ENERGY BY RESTRICTED OR HINDERED.

4. NO PERMANENT STRUCTURES ARE TO BUILT IN THE ROW. ANY PERMANENT STRUCTURES SHOULD BE 10 FEET OUTSIDE OF THE ROW.

5. ALL PAVED AREAS ARE TO BE CONSTRUCTED TO SUPPORT H-25 AXIAL LIVE LOADS TO ALLOW ANY MAINTENANCE TRUCKS OF OTHER FIRST ENERGY VEHICLES TO PERFORM

WORK ON FACILITIES.

6. NO LIGHT POSTS SHALL BE ERECTED WITHIN THE ROW. LIGHTS MAY BE FIXED TO BUILDINGS OUTSIDE OF THE ROW.

7. PARKING DIRECTLY UNDERNEATH THE TRANSMISSION LINES MAY CAUSE NUISANCE SHOCKS WHEN INDIVIDUALS TOUCH THEIR VEHICLES. NO COMMERCIAL VEHICLES SHOULD

PARK WITHIN THE ROW OVERNIGHT.

8. TEMPORARY SPOILS CANNOT BE HIGHER THAN 5 FEET IN THE ROW AND MUST BE REMOVED WITHIN 30 DAYS OF COMPLETION.

9. ANY TRENCHES OR HOLES MUCH BE PROPERLY COVERED BEFORE THE END OF DAY.

10. NO GRADE CHANGES TO OCCUR WITHIN 50' OF AN EXISTING STRUCTURE. ELEVATION AROUND EXISTING STRUCTURES CANNOT BE ALTERED, WATER CANNOT SETTLE AROUND

THE BASE OF TRANSMISSION TOWERS. WETLANDS CANNOT BE CREATED IN THE ROW.

11. FIRST ENERGY SHALL NOT BE HELD RESPONSIBLE OR LIABLE TO THE PIPELINE DUE TO EMERGENCY RESTORATION OPERATIONS. PLACE VISIBLE ABOVE GROUND MARKERS AT

THE ENTRY AND EXIST POINTS OF THE FIRST ENERGY ROW.

12. NO TREES TALLER THAN 5 FEET OR EXOTIC TREES/PLANTS/BUSHES WITHIN THE ROW.

FIRST ENERGY NOTES:

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

NORTH

HONOR GUARD ROOF

DRAINS AREA DETAIL

EXISTING JOINT REPLACEMENT NOTE:

· 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

UTILITY NOTE:

ALL KNOWN UTILITIES AND THEIR LOCATIONS ARE SHOWN ON THE SITE PLAN SHEETS.

INTERIOR PRE-PLACED CRYPT (TYP.)

PERIMETER PRE-PLACED CRYPT (TYP.)

GRAVESITE GRID MONUMENT (TYP.)

BURIAL SECTION MARKER (TYP.)

MOUNTABLE CURB AND GUTTER (TYP.)

KEY NOTE LEGEND:

FLOWER WATERING STATION (TYP.)

STORM MANHOLE (TYP.)

CURB INLET (TYP.)

RIP-RAP OUTLET PROTECTION (TYP.)

KEY NO. DESCRIPTION DETAIL/PG

YARD INLET (TYP.)

CONCRETE VALLEY GUTTER

UNDERDRAIN CONCRETE COLLAR DETAIL

IRRIGATION PUMP HOUSE (SEE LI100 SERIES)

6' HT BLACK VINYL FENCE (TYP.)

16 2" WATER SERVICE LINE

17 SANITARY ELECTROMAGNETIC FLOWMETER

WITHIN MANHOLE

18 4" PVC SANITARY SEWER LATERAL

AND SANITARY SEWER CLEANOUT

19 OIL/WATER SEPERATOR

20 6" PVC ROOF DRAIN

21 1-1/4" SANITARY FORCE MAIN

6"X6" TEE, 1-6" VALVE. TEST PIT REQUIRED.

22 GRINDER PUMP

REMOVE EXISTING SANITARY LATERAL AND

REPLACE WITH 6" PVC LATERAL. MAINTAIN

EXISTING INVERTS.

24 VEHICULAR GUIDERAIL

25 IMPROVE EXISTING ROADWAY WITH NEW

GRAVEL PAVEMENT SECTION

26 SWING GATE

27 CHAIN GATE

28 4" PERFORATED CRYPT

PERIMETER UNDER DRAIN (TYP.)

30 CRYPT UNDER DRAIN CLEAN OUT (TYP.)

6" SOLID CRYPT UNDER DRAIN (TYP.)

31 STD. 6" CURB & GUTTER (TYP.)

32 FLUSH CURB (TYP.)

DT500

DT502

DT503

CI500

DT502

DT509

DT503

DT504

DT505

DT502

DT505

DT502

DT506

DT505

DT503

GRAPHIC LEGEND:

LIMITS OF WORK

NEW FLAG POLE SLEEVE

NEW STORM SEWER

AND INLET

NEW WATER LINE

NEW POTABLE WATER WELL

NEW SANITARY SEWER

LINE

STANDARD DUTY

ASPHALT PAVEMENT

HEAVY DUTY

CONCRETE PAVEMENT

GRAVEL PAVEMENT

CURB TRANSITION

MOUNTABLE

OR FLUSH

TAPER

6" C&G

DETAIL/PG

DT502

DT503

DT504

DT502

33 CONCRETE ENCASEMENT

DT505

AREA 5

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

RESIDENT ENGINEER TRAILER/YARD

NO PAINT STRIPING REQUIRED WITHIN

GRAVEL PARKING AREA, SHOWN FOR

INFORMATIONAL PURPOSES ONLY

TEMPORARY CONTRACTOR'S TRAILER

PAVED/STRIPED ADA PARKING AREA W/ ADA

SIGANGE (NOT TO EXCEED 2% SLOEP IN ANY

DIRECTION)

ADA RAMP, RAILINGS, AND DECKINGS

TEMPORARY RESIDENT ENGINEER TRAILER

(SEE SPECIFICATIONS FOR TEMPORARY

SANITARY SEWER REQUIREMENTS)

RESIDENT ENGINEER TRAILER/

YARD KEY NOTE LEGEND:

KEY NO. DESCRIPTION DETAIL/PG

NOTE: CONTRACTOR YARD IS TEMPORARY AND SHALL BE REMOVED

AND RETURNED TO THE EXISTING CONDITION ONCE CONSTRUCTION

HAS COMPLETED BY THE CONTRACTOR.

6' HT. VEHICULAR BLACK VINYL SWING GATE

(10' OPENING SINGLE, 20' OPENING DOUBLE)

DT509

DWG 46 of 302

REFER TO PAVEMENT REPAIR

AND REPLACEMENT PLAN

REFER TO PAVEMENT REPAIR

AND REPLACEMENT PLAN

REFER TO PAVEMENT REPAIR

AND REPLACEMENT PLAN

23 23

EXPANSION

JOINT (TYP.)

TOOLED

CONTRACTION

JOINT (TYP.)

'5'

(TYP.)

5' (T

9.05'9.4'

8.4

8.4 1'

46.82'

EXPANSION

JOINT (TYP.)

TOOLED

CONTRACTOR

JOINT (TYP.)

6.1' 7.74'

5.57' 5.54' 8.13'

5.38' 5.54'

2.24'

40'

17.37'

21.5'

GNSS RADIO REPEATER POLE, ANTENNA AND

POLE MOUNTED CABINET (REFER TO ELECTRICAL

PLANS) REFER TO SPEC. SEC. 11 83 00 FOR

GNSS REFERENCE SYSTEM REQUIREMENTS.

9.02'

4.45' 4.54'

7.41'

8.06'

5' 5'

(TYP.)

5.79'

(TYP.)

15'

(TYP.)

51.49'

.93

6.67' 7.05'

4' 3.38' 3.38'3.27'3.27'

TOOLED CONTRACTION

JOINT (TYP.)

EXPANSION

JOINT (TYP.)

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

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

METAL

GARAGE

METAL

GARAGE

METAL

GARAGE

W 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

BENCHMARK #8:

REBAR #102

ELEV.=480.13

N:397392.1220 E:2297022.7150

SEE WASH BAY

AREA DETAIL,

THIS SHEET.

300' PBTH BUFFER

SSSSSSSSSSSSSS

INV. IN 485.22'

INV. OUT 485.12'

INV. IN 489.25'

24" RCP

24"

RCP

REPLACE EXISTING SANITARY

LINE IN KIND

CONNECT

INTO EXISTING

STORM SEWER

INSTALL 45° BEND

(CONN. TO EX.) INSTALL 45° BEND

(CONN. TO EX.)

45° BEND

INSTALL 12" CMP (MAINTAIN

CONSTANT SLOPE BETWEEN

CONNECTIONS TO EXISTING

STORM PIPE

6" PVC ROOF DRAINS

(MIN. 1' COVER &

MIN. 0.5% SLOPE)

6" PVC ROOF DRAINS

(MIN. 1' COVER &

MIN. 0.5% SLOPE)

CONN. RD TO

EX. STM PIPE

CONN. RD TO

EX. STM PIPE

INV. IN 485.07'

INV. OUT

489.17'

(5' FROM

INTERCEPTOR

OUTLET)

SAND AND OIL

INTERCEPTOR

REFER TO

PLUMBING PLANS

FOR INVERTS.

STORM MANHOLE

RIM TO BE FLUSH WITH

EX. GRADE

8" PVC

SANITARY MANHOLE #15

RIM=501.00

INV IN=496.00

INV OUT=496.00

SANITARY MANHOLE #14

RIM=496.00

INV IN=491.00

INV OUT=491.00

SANITARY MANHOLE #11

RIM=486.50

INV IN=480.00

INV OUT=480.00

88.

50'

PVC @

5.6 5%

372.50' 8"PVC @ 2.95%

368.80' 8" PVC @ 0.85%

3.1

0' 8"

SANITARY MANHOLE #12

RIM=491.16

INV IN(W)=484.16

INV OUT(N)=484.06

SANITARY MANHOLE #13

RIM=492.51

INV IN (S)=487.76

INV IN(W)=489.31

INV OUT(E)=487.29

SANITARY MANHOLE #10

RIM=482.00

INV IN=477.00

INV OUT=474.00

160.00' 8"PVC @ 1.88%

INV. OUT

491.75'

INV.IN

490.76'

RIM 492.23

INV. 491.16'

RIM 492.23'

INV. 491.23' RIM 492.80'

INV. 490.90'

RIM 493.06'

INV. 491.45'

INV. OUT

491.75'

INV. OUT

491.75'

RIM 492.92'

INV. 494.75'

INV. IN

483.60'

INV. IN

482.60'

RIM 493.48'

INV. 489.00'

SANITARY CLEANOUT

INV =496.80

38.51' 8"PVC @2.08%

NOT FIELD VERIFIED. CONTRACTOR SHALL

VERIFY ALL EXISTING ELEVATIONS AND

LOCATIONS PRIOR TO COMMENCING

SEWER REPLACEMENT ACTIVITIES

'5'

(TYP.)

5' (T

9.05'9.4'

8.4

8.4 1'

46.82'

WASH BAY

EXPANSION

JOINT (TYP.)

TOOLED

CONTRACTOR

JOINT (TYP.)

40'

17.37'

21.5'

OUT (N)=481.48

12" CMP

METAL

GARAGE

W W W W W

SSSSSSSS

INV. IN 489.25'

CONN. RD TO

EX. STM PIPE

INV. IN 485.07'

INV. OUT

489.17'

(5' FROM

INTERCEPTOR

OUTLET)

SAND AND OIL

INTERCEPTOR

REFER TO

PLUMBING PLANS

FOR INVERTS.

INV. OUT

491.75'

INV.IN

490.76'

RIM 492.23

INV. 491.16'

RIM 492.23'

INV. 491.23' RIM 492.80'

INV. 490.90'

RIM 493.06'

INV. 491.45'

INV. OUT

491.75'

INV. OUT

491.75'

RIM 492.92'

INV. 494.75'

INV. IN

483.60'

INV. IN

482.60'

RIM 493.48'

INV. 489.00'

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

SITE LAYOUT AND UTILITY PLAN

AREA 6

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

NORTH

CS106

RE TRAILER

SITE KEY MAP

NOT TO SCALE

EX.GRAVEL

DRIVE

15" RCP

EX. YARD INLET

EX. DRAINAGE INLET

EX. FOUNDATION DRAIN

4" PERF. PVC UNDERDRAIN

DRAIN BASIN

EX. ROOF DRAIN

EX. 1" WATER

SERVICE LINE

EX. WATER

VAULT COMMITTAL

SHELTER 1

FFE=505.27

EX. SANITARY

SEWER PUMP

STATION

EX. 40' UTILITY

ESM'T (TYP.)

EX. UNDERGROUND

ELECTRICAL LINE

(TYP.)

EX. HONOR

GUARD BLDG.

AREA 1

AREA 2

AREA 3

AREA 4

AREA 5

AREA 6

AREA 7

INTERIOR PRE-PLACED CRYPT (TYP.)

PERIMETER PRE-PLACED CRYPT (TYP.)

GRAVESITE GRID MONUMENT (TYP.)

BURIAL SECTION MARKER (TYP.)

MOUNTABLE CURB AND GUTTER (TYP.)

KEY NOTE LEGEND:

FLOWER WATERING STATION (TYP.)

STORM MANHOLE (TYP.)

MOUNTABLE CURB INLET (TYP.)

RIP-RAP OUTLET PROTECTION (TYP.)

KEY NO. DESCRIPTION DETAIL/PG

STANDARD INLET (TYP.)

CONCRETE VALLEY GUTTER

UNDERDRAIN CONCRETE COLLAR DETAIL

IRRIGATION PUMP HOUSE (SEE LI100 SERIES)

6' HT BLACK VINYL FENCE (TYP.)

16 2" WATER SERVICE LINE

17 SANITARY ELECTROMAGNETIC FLOWMETER

WITHIN MANHOLE

18 4" PVC SANITARY SEWER LATERAL

AND SANITARY SEWER CLEANOUT

19 OIL/WATER SEPERATOR

20 6" PVC ROOF DRAIN

21 1-1/4" SANITARY FORCE MAIN

6"X6" TEE, 1-6" VALVE. TEST PIT REQUIRED.

22 GRINDER PUMP

REMOVE EXISTING SANITARY MAIN AND

REPLACE WITH 8" PVC MAIN. MAINTAIN

EXISTING INVERTS.

24 VEHICULAR GUIDE RAIL

25 IMPROVE EXISTING ROADWAY WITH NEW

GRAVEL PAVEMENT SECTION

26 SWING GATE

27 CHAIN GATE

28 4" PERFORATED CRYPT

PERIMETER UNDER DRAIN (TYP.)

30 CRYPT UNDER DRAIN CLEAN OUT (TYP.)

6" SOLID CRYPT UNDER DRAIN (TYP.)

31 STD. 6" CURB & GUTTER (TYP.)

32 FLUSH CURB & GUTTER (TYP.)

DT500

DT502

DT503

CI500

DT502

DT509

DT503

DT504

DT505

DT502

DT505

DT502

DT506

DT505

DT503

GC501

6' HT. VEHICULAR BLACK VINYL SWING GATE

(10' OPENING SINGLE, 20' OPENING DOUBLE)

DT509

GRAPHIC LEGEND:

LIMITS OF WORK

NEW FLAG POLE SLEEVE

NEW STORM SEWER

AND INLET

NEW WATER LINE/ NEW

POTABLE WATER WELL

NEW SANITARY SEWER

LINE

STANDARD DUTY

ASPHALT PAVEMENT

HEAVY DUTY

CONCRETE PAVEMENT

GRAVEL PAVEMENT

HEADSTONE FACE DIRECTION

CURB TRANSITION

MOUNTABLE

OR FLUSH

TAPER

6" C&G

DETAIL/PG

DT502

DT503

DT504

DT502

MILL AND OVERLAY 3

DT506

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

NORTH

WASH BAY AREA DETAIL

EXISTING JOINT REPLACEMENT NOTE:

· 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

UTILITY NOTE:

ALL KNOWN UTILITIES AND THEIR LOCATIONS ARE SHOWN ON THE SITE PLAN SHEETS.

AREA 6

DT504

DT507

CONNECT SANITARY

LATERAL INTO EX MAIN

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.

EXISTING SEWER IMPROVEMENT NOTE:

SANITARY SEWER ELEVATIONS ARE BASED ON PLANS ENTITLED "DEVELOPED 20 ACRES,

ADMINISTRATIVE & SERVICE BUILDINGS - PHASE I" VA PROJECT #787-347-001 B, DATED AUGUST

28, 1980. CONTRACTOR SHALL FIELD VERIFY EXISTING SANITARY SEWER ELEVATIONS.

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL COST IN THE EVENT FIELD

CONDITIONS DIFFER.

SEE EXISTING SEWER

IMPROVEMENT NOTE, THIS SHEET

N/ A

AE WORKS® CS106

DWG 47 of 302

OHE

FIS

U.S. Department of Veterans Affairs

INDIANTOWN GAP NATIONAL

CEMETERY

LEBANON COUNTY, PA

VA 813-028

02.18.2022 JPG BJS#…

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