S02 VA813-028 IGNC Phase 5 Drawing_Sheets 16-23.pdf

PDF 35 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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S05 ALL A0003 RFIs Complete .docx	DOCX document	May 16, 2022
S06 36C10F22R0030 A0003.pdf	PDF	May 16, 2022
S04 Pre-Proposal Conference - IGAP Phase 5 Presentation.pdf	PDF	May 12, 2022
S06 03 48 21 Precast Concrete Burial Crypts.pdf	PDF	May 12, 2022
S04 Pre-Proposal Conference Attendance Sheet.pdf	PDF	May 12, 2022
S06 PRICE-COST SCHEDULE Attachment.docx	DOCX document	May 12, 2022
S06 A0002 RFI Updated Drawings.pdf	PDF	May 12, 2022
S06 36C10F22R0030 A0002.pdf	PDF	May 12, 2022
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S06 Past Performance Questionnaire 36C10F22R0030.docx	DOCX document	Apr 22, 2022
S06 36C10F22R0030 A0001..pdf	PDF	Apr 22, 2022
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
S02 VA813-028 IGNC Phase 5 Drawing_Sheets 63-96.pdf	PDF	Apr 21, 2022
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 Specs_Appendix D4.pdf	PDF	Apr 21, 2022
S02 36C10F22R0030 F.pdf	PDF	Apr 21, 2022
S02 Pre-Proposal Inquiry (PPI) Form 36C10F22R0030.docx	DOCX document	Apr 21, 2022
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
S02 Wage Determination Davis-Bacon Act No. PA20220093.pdf	PDF	Apr 21, 2022
S02 PAST PERFORMANCE QUESTIONNAIRE SAMPLE.docx	DOCX document	Apr 21, 2022
S02 VA813-028 IGNC Phase 5 Drawing_Sheets 40-62.pdf	PDF	Apr 21, 2022
S02 VAAR 852.219-77 VA Notice of Limitations on Subcontracting - Certificate of Compliance.pdf	PDF	Apr 21, 2022
S02 VA813-028 IGNC Phase 5 Drawing_Sheets 97-123.pdf	PDF	Apr 21, 2022
S02 Wage Determination Davis-Bacon Act No. PA20220006.pdf	PDF	Apr 21, 2022
S02 VA813-028 IGNC Phase 5 Drawing_Sheets 11-15.pdf	PDF	Apr 21, 2022
S02 VA813-028 IGNC Phase 5 Drawing_Sheets 1-10.pdf	PDF	Apr 21, 2022

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DWG 16 of 302

DWG 17 of 302

DWG 18 of 302

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

AE WORKS®

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

FPFP

POST

FP FP

POST

INV.=468.96

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

6" PVC

15" RCP

" R

15" SLCPP

ROLLED CONCRETE CURB

GRAVEL

EX.

GRAVEL

DRIVE

SINGLE WHITE LINE (TYP)

ROLLED CONCRETE CURB

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" S

LCPP

ORIGIN UNKNOWN

21" RCP

INV.=477.73

GRAVEL

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

21A

19B 19C

24E

24C

24B

COLUMBARIUM D

OLD CUMBERLAND

STREET

NEW ROAD 'A'

X X

NEW LOOP ROAD

MAINTENANCEBUILDING ROAD

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

TEMPORARY CONSTRUCTION

FENCING PLAN AREA 1

GRAPHICAL SCALE: 1"=80'

80 40 0 80 160 320

NORTH

GC010

GRAPHIC LEGEND:

TEMPORARY

CONSTRUCTION FENCE NOTES:

1. TEMPORARY CONSTRUCTION FENCE HEIGHT SHALL BE 6' TALL.

2. BEFORE CONSTRUCTION OPERATIONS BEGIN, THE CONTRACTOR SHALL

PROVIDE A CHAIN LINK CONSTRUCTION FENCE, SEVEN FOOT MINIMUM

HEIGHT, AROUND THE CONSTRUCTION AREA INDICATED ON THE

DRAWINGS AND NOT THE ENTIRE LIMITS OF CONSTRUCTION.

3. THE CONSTRUCTION FENCE SHALL BE PROVIDED WITH MATERIALS TO

PRODUCE A VISUAL BARRIER TO THE PUBLIC FROM THE ADJOINING

CEMETERY INTO THE CONTRACTOR WORK AREAS. THE VISUAL BARRIER

SHALL ALLOW FOR THE WIND, WITHOUT CAUSING THE FENCE TO BEND OR

FALL OVER.

4. CONTRACTOR SHALL PROVIDE SUBMITTALS OF THE PROPOSED

CONSTRUCTION FENCE SYSTEM AND LOCATION FOR REVIEW AND

APPROVAL BY THE RE/COR FOLLOWING DISCUSSION WITH THE CEMETERY

OPERATIONS.

5. PROVIDE GATES AS REQUIRED FOR ACCESS WITH NECESSARY

HARDWARE, INCLUDING CLASPS AND PADLOCKS.

6. FASTEN FENCE FABRIC TO TERMINAL POSTS WITH TENSION BANDS AND

TO LINE POSTS AND TOP AND BOTTOM RAILS WITH TIE WIRES SPACED AT

MAXIMUM 15 INCHES.

7. BOTTOM OF FENCES SHALL EXTEND TO ONE INCH ABOVE GRADE. REMOVE

THE FENCE WHEN DIRECTED BY THE RE/COR.

8. CONTRACTOR IS RESPONSIBLE FOR SECURING THEIR WORK AREA TO

ENSURE SAFETY OF VISITORS TO THE CEMETERY AND THE CEMETERY

STAFF.

TEMPORARY CONSTRUCTION

FENCE

SITE KEY MAP

NOT TO SCALE

EX.

GRAVEL

DRIVE

COMMITTAL

SHELTER 1

FFE=505.27

EX. HONORGUARD BLDG.

AREA 1

AREA 2

AREA 1

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.

DWG 22 of 302

FPFP

FP FP FP

GATE

FP FP

FPFPFPFP

FPFP

FP FP FP FP FP FP

FP FP

MONUMENTS

BLEACHERS

POSTS

POST

MONUMENTS

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 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

APPROXIMATE TOWNSHIP LINE

EAST HANOVER TOWNSHIP, LEBANON COUNTY

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

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

24C 24D

31A

24B24A

31B

33A

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

UGE

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. = 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

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.

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

EX. DRAINAGE WAY

HONOR

GUARD

24'24

15'

24'

25'

17'

26'

6.5'

15.5'

30'R

318.9'R

29' 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

BIDDLE ROAD

300' PBTH BUFFER

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

TEMPORARY CONSTRUCTION

FENCING PLAN AREA 2

GRAPHICAL SCALE: 1"=80'

80 40 0 80 160 320

NORTH

GC011

SITE KEY MAP

NOT TO SCALE

EX.

GRAVELDRIVE

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

GRAPHIC LEGEND:

1 TEMPORARY CONSTRUCTION

FENCE

TEMPORARY

CONSTRUCTION FENCE NOTES:

1. TEMPORARY CONSTRUCTION FENCE HEIGHT SHALL BE 6' TALL.

2. BEFORE CONSTRUCTION OPERATIONS BEGIN, THE CONTRACTOR SHALL

PROVIDE A CHAIN LINK CONSTRUCTION FENCE, SEVEN FOOT MINIMUM

HEIGHT, AROUND THE CONSTRUCTION AREA INDICATED ON THE

DRAWINGS AND NOT THE ENTIRE LIMITS OF CONSTRUCTION.

3. THE CONSTRUCTION FENCE SHALL BE PROVIDED WITH MATERIALS TO

PRODUCE A VISUAL BARRIER TO THE PUBLIC FROM THE ADJOINING

CEMETERY INTO THE CONTRACTOR WORK AREAS. THE VISUAL BARRIER

SHALL ALLOW FOR THE WIND, WITHOUT CAUSING THE FENCE TO BEND OR

FALL OVER.

4. CONTRACTOR SHALL PROVIDE SUBMITTALS OF THE PROPOSED

CONSTRUCTION FENCE SYSTEM AND LOCATION FOR REVIEW AND

APPROVAL BY THE RE/COR FOLLOWING DISCUSSION WITH THE CEMETERY

OPERATIONS.

5. PROVIDE GATES AS REQUIRED FOR ACCESS WITH NECESSARY

HARDWARE, INCLUDING CLASPS AND PADLOCKS.

6. FASTEN FENCE FABRIC TO TERMINAL POSTS WITH TENSION BANDS AND

TO LINE POSTS AND TOP AND BOTTOM RAILS WITH TIE WIRES SPACED AT

MAXIMUM 15 INCHES.

7. BOTTOM OF FENCES SHALL EXTEND TO ONE INCH ABOVE GRADE. REMOVE

THE FENCE WHEN DIRECTED BY THE RE/COR.

8. CONTRACTOR IS RESPONSIBLE FOR SECURING THEIR WORK AREA TO

ENSURE SAFETY OF VISITORS TO THE CEMETERY AND THE CEMETERY

STAFF.

AREA 2

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.

DWG 23 of 302

BI102

BI103

BI104

CD100

CD101

CD102

GC010

GC011

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