S06 A0002 RFI Updated Drawings.pdf

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POST

POST

POST

POST

POST

POST

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

PP

18"

SLC

PP

" S

LC

PP

" S

LC

PP

" S

LC

PP

6" PVC

15" RCP

" R

CP

15" SLCPP

ROLLED CONCRETE CURB

GRAVEL

EX.

GRAVEL

DRIVE

SINGLE WHITE LINE (TYP)

ROLLED CONCRETE CURB

15" SLCPP

SL

CP

P

24" SLCPP

INV.=471.21

" S

LC

PP

24" SLCPP

" S

LC

PP

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

CO

CO

CO

CO

CO

CO

CO

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'

NE

W

S

ER

VI

CE

E

NT

RA

NC

E

X

X

X X

X

X X

X

NEW LOOP ROAD

MAINTENANCEBUILDING ROAD

0'

PB

TH

B

UF

FE

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

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

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

AL

TE

RN

AT

E

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. 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.

2. 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.

3. 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.

4. PROVIDE GATES AS REQUIRED FOR ACCESS WITH NECESSARY

HARDWARE, INCLUDING CLASPS AND PADLOCKS.

5. 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.

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

THE FENCE WHEN DIRECTED BY THE RE/COR.

7. 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

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EM

EM

EM

TR

TR

EM

EM

EX.

GRAVEL

DRIVE

W

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.

1 REVISIONS PER PRE BID RFI'S 5/11/22

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MONUMENTS

BLEACHERS

POSTS

POSTS

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

MONUMENTS

POSTS

POSTS

POSTS

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LP

LP

LP

LP

LP

LPLP

LP

LP

LP

LP

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

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

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

"S

LC

PP

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

15" SLCPP

12" SLCPP

" S

LC

PP

12" SLCPP

12" SLCPP

" S

LC

PP

48" CMP

48" CMP

48" CMP

30' 30'

CL

30' 30'

CL

ROLLED CONCRETE CURB

ROLLED CONCRETE CURB

TR

EM

EM

STORM INLET

GRATE=499.77

INV. IN (SW)=495.91

INV. OUT (N)=495.74

" S

LC

PP

IN

V.

=4

.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

LC

PP

" C

MP

YARD INLET

GRATE=516.79

INV. OUT (E)=515.83

6" PVC

12" CMP

SLC

PP

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 W

W W

W W

W W

W W

W 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

W

W

FM

FM

FM

FM

FM

FM

FM

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

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

W

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

EX

. D

RA

IN

AG

E

W

AY

EX

. D

RA

IN

AG

E

W

AY

EX. DRAINAGE WAY

EX. DRAINAGE WAY

HONOR

GUARD

24'24

15'

24'

25'

7'

9'

9'

17'

26'

6.5'

6'

15.5'

3'

3'

30'R

318.9'R

29' R

53' R

30' R

4'R

4'R

27'R

30'R

890'R

'R

192.5'R

19'R

207.5'R

101'R

19'R

30'R

'R

'R

30'R914'R

5 55

5 55

50'

5'

13.6'

10.5'

5'

6'

.9'

5'

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

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

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

AL

TE

RN

AT

E

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

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

EM

EM

EM

TR

TR

EM

EM

EX.

GRAVELDRIVE

15" RCP

EX. YARD INLET

EX. DRAINAGE INLET

EX. FOUNDATION DRAIN

4" PERF. PVC UNDERDRAIN

DRAIN BASIN

EX. ROOF DRAIN

TR

BR

TL

BL

EX. 1" WATER

SERVICE LINE

W

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. 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.

2. 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.

3. 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.

4. PROVIDE GATES AS REQUIRED FOR ACCESS WITH NECESSARY

HARDWARE, INCLUDING CLASPS AND PADLOCKS.

5. 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.

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

THE FENCE WHEN DIRECTED BY THE RE/COR.

7. 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.

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LPLP

LP

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OHE

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OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OH

E

OH

E

OH

E

OH

E

OH

E

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

OH

E

OH

E

OH

E

OH

E

OHE OHE OHE OHE OHE OHE

OHEOHE

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OHE

OHE

OHE

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OHE OHE OHE OHE OHE

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" T

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NPDES NPDES

N

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AREA 2

SEE SHEET

GC102

AREA 1

SEE SHEET

GC101

AREA 3

SEE SHEET

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O L D

C U

M B

E R

L A

N D

S T

BIDDLE DR

I N

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I A

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INSET B

SEE SHEET

GC103

INSET A

SEE SHEET

GC103

PBTH

INC-W-028

PBTH

INC-W-029

PBTH

INC-W-026

PBTH

INC-W-025

X

X

X

X

X

FIRST ENERGY EASEMENT

(SEE NOTE 4)

I

N

D

I

A

N

T

O

INSET C

SEE SHEET

GC101

GC100

OVERALL E&S CONTROL KEY PLAN - STAGE I

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

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

AL

TE

RN

AT

E

GRAPHICAL SCALE: 1"=200'

200 100 0 200 400 600

GRAPHIC LEGEND

NPDES PROJECT BOUNDARY

LIMITS OF WORK

NORTH

NPDES

POTENTIAL BOG TURTLE

HABITAT (PBTH) BUFFER

EROSION AND SEDIMENT CONTROL PERMIT:

NPDES PERMIT NO. PAC380223

LEBANON COUNTY CONSERVATION DISTRICT NO. 38-909-007-21

C/O NATE WEAVER, CPESC, E&S SPECIALIST

2120 CORNWALL ROAD, SUITE 5

LEBANON , PA 17042

GENERAL NOTES:

1. THE NPDES PROJECT BOUNDARY IS SHOWN AS AN OVERALL OUTLINE OF THE

ACTIVITIES OCCURRING AT THE CEMETERY, WHICH ALSO ENCOMPASSES THE

PERIMETER ROADS USED TO ACCESS THE VARIOUS WORK LOCATIONS.

2. NO CONSTRUCTION OR DISTURBANCE IS TO OCCUR OUTSIDE OF THE LIMITS OF

WORK (LIMITS OF DISTURBANCE) ILLUSTRATED ON THE PLANS.

3. STAGE I EROSION & SEDIMENT CONTROL REPRESENTS EXISTING CONDITIONS

PRIOR TO ANY WORK BEING PERFORMED FOR THIS CONSTRUCTION PROJECT.

REFER TO CONSTRUCTION PHASING ON SHEETS GI201 THROUGH GI205 FOR

REQUIRED CONSTRUCTION SEQUENCING. SEQUENCING OF EROSION &

SEDIMENT CONTROLS MUST FOLLOW WITH EACH PHASE.

4. NO WORK SHALL BE PERFORMED NEAR OF 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.

5. REFER TO SHEET GI100 FOR DETAILED POTENTIAL BOG TURTLE HABITAT

(PBTH) AVOIDANCE MEASURES.

6. CUTTING TREES IS ONLY PERMITTED BETWEEN OCTOBER 1 AND MARCH 31 AS

A PROTECTIVE/AVOIDANCE MEASURE FOR INDIANA BATS.

POTENTIAL BOG

TURTLE HABITAT (PBTH)

1 Addendum #1 5/11/2022

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REBAR FND.

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CmB

HSG C

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31A

31B

33A

W

COMMITTAL

SHELTER 1

FFE=505.27

EX. HONOR

GUARD BLDG.

BeC

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BrB

HSG D

FIRST ENERGY EASEMENT

(SEE NOTE 4 SHEET GC100)

B

I D

D

I V

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12A

24" CMP

10" TCP

" T

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X X

XX

15"

12"

METAL

GARAGE

METAL

GARAGE

IP

IP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

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

AL

TE

RN

AT

E

GRAPHICAL SCALE: 1"=40'

40 20 0 40 80 120

NORTH

EM

EM

EM

TR

TR

EM

EM

CO

CO

CO

CO

CO

CO

CO

KEY MAP

SCALE = 1 : 1,000

INDIANTOWN GAP RD

OLD CUMBERLAND ST

BIDDLE DR

ASHER MINER RD

FIS

HE

R

AV

E OL

D

CU

MB

ER

LA

ND

S

T

GC103

E&S CONTROL PLAN STAGE I AREA 3

LEBANON COUNTY SOILS INFORMATION

SYMBOL NAME DRAINAGE CLASS HSG HYDRIC

BeB

Bedington shaly silt loam, 3 to 8 percent slopes

Well drained B No

BeC

Bedington shaly silt loam, 8 to 15 percent slopes

Well drained B No

BeD

Bedington shaly silt loam, 15 to 25 percent slopes

Well drained B No

BegC

Beddington channery silt loam, 8 to 15 percent slopes

Well drained B No

BkB

Berks channery silt loam, 3 to 8 percent slopes

Well drained B No

BkC

Berks channery silt loam, 3 to 8 percent slopes

Well drained B No

BrB

Brinkerton silt loam, 3 to 8 percent slopes

Poorly drained

D Yes

CmB

Comly silt loam, 3 to 8 percent slopes

Moderately well drained

C No

Ho

Holly Silt loam Poorly drained

B/D Yes

WeB

Weikert channery silt loam, 3 to 8 percent slopes

Somewhat excessively drained

D No

WeD

Weikert channery silt loam, 15 to 25 percent slopes

Somewhat excessively drained

D No

CE

IP

LIMITS OF WORK

ROCK CONSTRUCTION ENTRANCE

EXISTING CONTOUR

INLET PROTECTION - TYPE M INLET

GRAPHIC LEGEND

NPDES NPDES LIMITS

EXISTING STREAM

EXISTING SOIL BOUNDARY

EXISTING WETLANDS

HIGH VISIBILITY BARRIER FENCE

INSET A

EXISTING BOG TURTLE HABITAT

BUFFER

INSET B

B

A

MATCH LINE TO SHEET GC102

STREAM FLOW DIRECTION

C

EXISTING SURFACE FLOW

DIRECTION AND SLOPE

COMPOST FILTER SOCK WITH

NO. AND SIZE (SEE TABLE GC501)

1 Addendum #1 5/11/2022

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BN

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BM

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BK

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BL

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BG

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BH

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BI

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CJ

AutoCAD SHX Text 32"

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ADD ALTERNATE #4 HONOR GUARD REPLACEMENT

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AO

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AM

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AK

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AutoCAD SHX Text 24"

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BU

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BV

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X

LP

LP

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LP

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TR

TR

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CO

CO

CO

CO

CO

CO

CO

OLD CUMBERLAND

STREET

OLD CUMBERLAND

STREET

INDIANTOWN GAP

ROAD

FIS

HE

R

AV

EN

UE

BIDDLE DRIVE

BIDDLE DRIVE

BIDDLE DRIVE

BIDDLE DRIVE

W

COMMITTAL

SHELTER 1

FFE=505.27

METAL

GARAGE

METAL

GARAGE

METAL

GARAGE

NEW ENTRANCE ROAD

NEW ROAD 'A'

NE

W

S

ER

VI

CE

E

NT

RA

NC

E

X

X

X

NEW LOOP ROAD

X

X

N

P

D

E

S

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D

E

S

N P

D E

S

N

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D

E

S

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D

E

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E

S

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D

E

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E S

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D E

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E S

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D E

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E

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D

E

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D E

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E

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E

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E

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E

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E

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D

E

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E

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E

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D

E

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E

S

N P

D E

S

N

P

D

E

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D

E

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E

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D

E

S

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P

D

E

S

NPDES

NPDES NPDES

N

P

D

E

S

AREA 1

SEE SHEET

GC201

AREA 2

SEE SHEET

GC202

AREA 3

SEE SHEET

GC203

AREA 4

SEE SHEET

GC204

AREA 5

SEE SHEET

GC205

AREA 9

SEE SHEET

GC209

O L D

C U

M B

E R

L A

N D

S T

F

I

S

H

E

BIDDLE DR

AREA 6

SEE SHEET

GC206

AREA 7

SEE SHEET

GC207

AREA 8

SEE SHEET

GC208

I

N

D

I

A

N

T

O

FIRST ENERGY EASEMENT

(SEE NOTE 4)

PBTH

INC-W-028

PBTH

INC-W-029

PBTH

INC-W-025

BRIDGE #1

BRIDGE #2

BRIDGE #3

A

S

H

M

N

A

D

GRAPHICAL SCALE: 1"=200'

200 100 0 200 400 600

GC200

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

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

AL

TE

RN

AT

E

OVERALL E&S CONTROL KEY PLAN - STAGE II

GRAPHIC LEGEND

NPDES PROJECT BOUNDARY

LIMITS OF WORK

NORTH

NPDES

POTENTIAL BOG TURTLE

HABITAT (PBTH) BUFFER

GENERAL NOTES:

1. THE NPDES PROJECT BOUNDARY IS SHOWN AS AN OVERALL OUTLINE OF THE

ACTIVITIES OCCURRING AT THE CEMETERY, WHICH ALSO ENCOMPASSES THE

PERIMETER ROADS USED TO ACCESS THE VARIOUS WORK LOCATIONS.

2. NO CONSTRUCTION OR DISTURBANCE IS TO OCCUR OUTSIDE OF THE LIMITS OF

WORK (LIMITS OF DISTURBANCE) ILLUSTRATED ON THE PLANS.

3. STAGE II EROSION & SEDIMENT CONTROL REPRESENTS CONDITIONS DURING

CONSTRUCTION AND INITIAL STABILIZATION UPON FINAL GRADING. REFER TO

CONSTRUCTION PHASING ON SHEETS GI201 THROUGH GI205 FOR REQUIRED

CONSTRUCTION SEQUENCING. SEQUENCING OF EROSION & SEDIMENT

CONTROLS MUST FOLLOW WITH EACH PHASE.

4. NO WORK SHALL BE PERFORMED NEAR OF 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.

5. REFER TO SHEET GI100 FOR DETAILED POTENTIAL BOG TURTLE HABITAT

(PBTH) AVOIDANCE MEASURES.

6. CUTTING TREES IS ONLY PERMITTED BETWEEN OCTOBER 1 AND MARCH 31 AS

A PROTECTIVE/AVOIDANCE MEASURE FOR INDIANA BATS.

POTENTIAL BOG

TURTLE HABITAT (PBTH)

1 Addendum #1 5/11/2022

AutoCAD SHX Text C

AutoCAD SHX Text

ADD ALTERNATE #4 HONOR GUARD REPLACEMENT

AutoCAD SHX Text

ADD ALTERNATE #5 SATELLITE MAINTENANCE FACILITY

AutoCAD SHX Text

ADD ALTERNATE #1 ENTRY FEATURE UPGRADE

AE WORKS

BrB

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PBTH

INC-W-028

PBTH

INC-W-029

BRIDGE #1

(SEE SHEET BR101

FOR E&S CONTROLS)

BRIDGE #2

(SEE SHEET BR102

FOR E&S CONTROLS)

IP

IP

IP

IP

IP

SEE CT102 FOR

ADDITIONAL PBTH

PROTECTION

SEE CT102 FOR

ADDITIONAL PBTH

PROTECTION

O L D

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SCALE = 1 : 1,000

INDIANTOWN GAP RD

OLD CUMBERLAND ST

BIDDLE DR

ASHER MINER RD

FIS

HE

R

AV

E OL

D

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MB

ER

LA

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S

T

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

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

AL

TE

RN

AT

E

GRAPHICAL SCALE: 1"=40'

40 20 0 40 80 120

NORTH

GC207

E&S CONTROL PLAN STAGE II AREA 7

M

A

T

E

E

T

GC208

M

A

T

E

E

T

GC205

LEBANON COUNTY SOILS INFORMATION

SYMBOL NAME DRAINAGE CLASS HSG HYDRIC

BeB

Bedington shaly silt loam, 3 to 8 percent slopes

Well drained B No

BeC

Bedington shaly silt loam, 8 to 15 percent slopes

Well drained B No

BeD

Bedington shaly silt loam, 15 to 25 percent slopes

Well drained B No

BegC

Beddington channery silt loam, 8 to 15 percent slopes

Well drained B No

BkB

Berks channery silt loam, 3 to 8 percent slopes

Well drained B No

BkC

Berks channery silt loam, 3 to 8 percent slopes

Well drained B No

BrB

Brinkerton silt loam, 3 to 8 percent slopes

Poorly drained

D Yes

CmB

Comly silt loam, 3 to 8 percent slopes

Moderately well drained

C No

Ho Holly Silt loam Poorly drained

B/D Yes

WeB

Weikert channery silt loam, 3 to 8 percent slopes

Somewhat excessively drained

D No

WeD

Weikert channery silt loam, 15 to 25 percent slopes

Somewhat excessively drained

D No

LIMITS OF WORK

EXISTING CONTOUR

PROPOSED CONTOUR

GRAPHIC LEGEND

NPDES NPDES LIMITS

EXISTING STREAM LINE

EXISTING SOIL BOUNDARY

EXISTING WETLANDS

HIGH VISIBILITY BARRIER FENCE

POTENTIAL BOG TURTLE HABITAT (PBTH)

EXISTING BOG TURTLE HABITAT

BUFFER

NOTES:

1. ALL AREAS DISTURBED DURING CONSTRUCTION THAT WILL BECOME TURF ACCORDING TO THE LANDSCAPE PLANS UPON THE COMPLETION OF CONSTRUCTION SHALL BE TEMPORARILY STABILIZED WITH SEED, SOIL AMENDMENTS AND MULCH PER THE SPECIFICATIONS LISTED ON SHEET GC500.

PERMANENT STABILIZATION PER THE LANDSCAPE PLANS.

2. ALL AREAS TO BE REFORESTED AND STROMWATER BASINS SHALL BE PERMANENTLY SEEDED PER

SHEET L-101 AND STABILIZED WITH MULCH.

IP

INLET PROTECTION - TYPE M INLET

STAGE II - DEVELOPMENT

COMPOST FILTER SOCK WITH

NO. AND SIZE (SEE TABLE GC501)

STREAM FLOW DIRECTION

1 Addendum #1 5/11/2022

AutoCAD SHX Text C

AutoCAD SHX Text

CFS

AutoCAD SHX Text

BO

AutoCAD SHX Text 12"

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CFS

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BP

AutoCAD SHX Text 12"

AutoCAD SHX Text

CFS

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BR

AutoCAD SHX Text 18"

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CFS

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BQ

AutoCAD SHX Text 18"

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CFS

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BS

AutoCAD SHX Text 18"

AutoCAD SHX Text

CFS

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BT

AutoCAD SHX Text 12"

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CFS

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BU

AutoCAD SHX Text 12"

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CFS

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BV

AutoCAD SHX Text 12"

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CFS

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BW

AutoCAD SHX Text 12"

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CFS

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BX

AutoCAD SHX Text 12"

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REBAR W/CAP FND.

AutoCAD SHX Text N

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AE WORKS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GC501

AutoCAD SHX Text

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AutoCAD SHX Text

Ho

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D E

S

Ho

HSG

B/D

Ho

HSG

B/D

WeD

HSG D

BkC

HSG B

BkB

HSG B

Ho

HSG

B/D

CmB

HSG C

IP

CONTRACTOR AND RESIDENT

ENGINEER TRAILERS (SEE

SHEET CS107 FOR LAYOUT)

F

I

S

H

E

N

U

E

I

N

D

I

A

N

T

O

A

D

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

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

AL

TE

RN

AT

E

GRAPHICAL SCALE: 1"=40'

40 20 0 40 80 120

GC209

EM

EM

EM

TR

TR

EM

EM

CO

CO

CO

CO

CO

CO

CO

KEY MAP

SCALE = 1 : 1,000

INDIANTOWN GAP RD

OLD CUMBERLAND ST

BIDDLE DR

ASHER MINER RD

FIS

HE

R

AV

E OL

D

CU

MB

ER

LA

ND

S

T

NORTH

E&S CONTROL PLAN STAGE II AREA 9

M

A

T

E

E

T

GC208

LEBANON COUNTY SOILS INFORMATION

SYMBOL NAME DRAINAGE CLASS HSG HYDRIC

BeB

Bedington shaly silt loam, 3 to 8 percent slopes

Well drained B No

BeC

Bedington shaly silt loam, 8 to 15 percent slopes

Well drained B No

BeD

Bedington shaly silt loam, 15 to 25 percent slopes

Well drained B No

BegC

Beddington channery silt loam, 8 to 15 percent slopes

Well drained B No

BkB

Berks channery silt loam, 3 to 8 percent slopes

Well drained B No

BkC

Berks channery silt loam, 3 to 8 percent slopes

Well drained B No

BrB

Brinkerton silt loam, 3 to 8 percent slopes

Poorly drained

D Yes

CmB

Comly silt loam, 3 to 8 percent slopes

Moderately well drained

C No

Ho

Holly Silt loam Poorly drained

B/D Yes

WeB

Weikert channery silt loam, 3 to 8 percent slopes

Somewhat excessively drained

D No

WeD

Weikert channery silt loam, 15 to 25 percent slopes

Somewhat excessively drained

D No

LIMITS OF WORK

EXISTING CONTOUR

PROPOSED CONTOUR

GRAPHIC LEGEND

NPDES NPDES LIMITS

EXISTING STREAM LINE

EXISTING SOIL BOUNDARY

EXISTING WETLANDS

TEMPORARY HIGH VISIBILITY

BARRIER FENCE - ORANGE FENCE

ENTRY MEADOW REFORESTATION

AREA

NOTES:

1. ALL AREAS DISTURBED DURING CONSTRUCTION THAT WILL BECOME TURF ACCORDING TO THE LANDSCAPE PLANS UPON THE COMPLETION OF CONSTRUCTION SHALL BE TEMPORARILY STABILIZED WITH SEED, SOIL AMENDMENTS AND MULCH PER THE SPECIFICATIONS LISTED ON SHEET GC500.

PERMANENT STABILIZATION PER THE LANDSCAPE PLANS.

2. ALL AREAS TO BE REFORESTED AND STROMWATER BASINS SHALL BE PERMANENTLY SEEDED PER

SHEET L-101 AND STABILIZED WITH MULCH.

IP

INLET PROTECTION - TYPE M INLET

STAGE II - DEVELOPMENT

COMPOST FILTER SOCK WITH

NO. AND SIZE (SEE TABLE GC501)

STREAM FLOW DIRECTION

1 Addendum #1 5/11/2022

(REMOVED)

AutoCAD SHX Text

ADD ALTERNATE #1 ENTRY FEATURE UPGRADE

AutoCAD SHX Text

REBAR W/CAP FND.

AutoCAD SHX Text

CFS

AutoCAD SHX Text

CA

AutoCAD SHX Text 12"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

CB

AutoCAD SHX Text 12"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

CC

AutoCAD SHX Text 12"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

CD

AutoCAD SHX Text 12"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

CE

AutoCAD SHX Text 12"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

CF

AutoCAD SHX Text 12"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

CG

AutoCAD SHX Text 12"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

CH

AutoCAD SHX Text 12"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

BZ

AutoCAD SHX Text 12"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

CJ

AutoCAD SHX Text 32"

AutoCAD SHX Text

AutoCAD SHX Text

GC501

AutoCAD SHX Text

AE WORKS

AutoCAD SHX Text

REBAR W/CAP FND.

AutoCAD SHX Text N

AutoCAD SHX Text

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GC501

AutoCAD SHX Text

AutoCAD SHX Text

GC501

AutoCAD SHX Text

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

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

AL

TE

RN

AT

E

NOT TO SCALE

COMPOST FILTER SOCK

FL

OW

FLOW

DISTURBED AREA

UNDISTURBED AREA

SECTION

PLAN VIEW

EXISTING

CONTOURS

COMPOST

FILTER SOCK

2 IN. x 2 IN. WOODEN

STAKES

PLACED 10 FT ON

CENTER

2 IN. x 2 IN. WOODEN STAKES

PLACED 10 FT ON CENTER

COMPOST FILTER SOCK

BLOWN/PLACED

FILTER MEDIA

DISTURBED AREA

UNDISTURBED AREA

INLET PROTECTION - TYPE M INLET

NOT TO SCALE

HIGH VISIBILITY BARRIER FENCE

NOT TO SCALE

GC501

ROCK CONSTRUCTION ENTRANCE

NOT TO SCALE

NOT TO SCALE

EROSION & SEDIMENT CONTROL DETAILS

ROCK FILTER

RIPRAP APRON

NOT TO SCALE

PERMANENT CONCRETE RISER WITH

TEMPORARY DEWATERING HOLES

NOT TO SCALE

SEDIMENT TRAP OUTLET BASIN

NOT TO SCALE

NOT TO SCALE

EMERGENCY SPILLWAY

MAX. WATER LEVEL

FILTREXX® SOXX™ (SEE PLAN FOR SIZE)

2" X 2" X 36" WOODEN

STAKES PLACED 10' O.C.

2:1 MAX. SLOPE

NOT TO SCALE

PERMANENT RUNOFF DIVERSION SOCK

NOT TO SCALE

TEMPORARY TOPSOIL STOCKPILE

MAX. 2

NOTES:

1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE.

2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 35 FEET.

3. EACH PILE SHALL BE SURROUNDED WITH COMPOST FILTER SOCK INSTALLED PER CORRESPONDING DETAIL.

SILT FENCE OR

COMPOST FILTER

SOCK EQUIVALENT

(SEE PLANS)

1 Addendum #1 5/11/2022

AutoCAD SHX Text

AE WORKS

AutoCAD SHX Text NOTES: SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1 OF THE PA DEP EROSION CONTROL MANUAL. COMPOST SHALL MEET THE STANDARDS OF TABLE 4.2 OF THE PA DEP EROSION CONTROL MANUAL. COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE BARRIER SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT EXCEED THAT SPECIFIED FOR THE SIZE OF THE SOCK AND THE SLOPE OF ITS TRIBUTARY AREA. TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT OF THE BARRIER AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN. COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER’S SPECIFICATIONS OR S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION. BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER’S RECOMMENDATIONS. S RECOMMENDATIONS. UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.

AutoCAD SHX Text

INLET GRATE

AutoCAD SHX Text

1 IN. REBAR FOR BAG REMOVAL FROM INLET

AutoCAD SHX Text

EXPANSION RESTRAINT (1/4 IN. NYLON ROPE)

AutoCAD SHX Text

2 IN X 2 IN. X 3/4 IN. RUBBER BLOCK

AutoCAD SHX Text

INSTALLATION DETAIL

AutoCAD SHX Text

ISOMETRIC VIEW

AutoCAD SHX Text NOTES: MAXIMUM DRAINAGE AREA = 1/2 ACRE. INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR TRAP. BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A NO. 40 SIEVE. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL USED BAGS ACCORDING TO THE PLAN NOTES. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.

AutoCAD SHX Text

EXISTING ROADWAY

AutoCAD SHX Text

EARTH FILL

AutoCAD SHX Text

PIPE AS NECESSARY

AutoCAD SHX Text

GEOTEXTILE

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

MIN 8" AASHTO #1

AutoCAD SHX Text

MOUNTABLE BERM (6 IN. MIN.)*

AutoCAD SHX Text

EXISTING ROADWAY

AutoCAD SHX Text

PROFILE

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text NOTES: REMOVE TOPSOIL PRIOR TO INSTALLATION OF ROCK CONSTRUCTION ENTRANCE. EXTEND ROCK OVER FULL WIDTH OF ENTRANCE. RUNOFF SHALL BE DIVERTED FROM ROADWAY TO A SUITABLE SEDIMENT REMOVAL BMP PRIOR TO ENTERING ROCK CONSTRUCTION ENTRANCE. MOUNTABLE BERM SHALL BE INSTALLED WHEREVER OPTIONAL CULVERT PIPE IS USED AND PROPER PIPE COVER AS SPECIFIED BY MANUFACTURER IS NOT OTHERWISE PROVIDED. PIPE SHALL BE SIZED APPROPRIATELY FOR SIZE OF DITCH BEING CROSSED. MAINTENANCE: ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY MAINTAINED TO THE SPECIFIED DIMENSIONS BY ADDING ROCK. A STOCKPILE SHALL BE MAINTAINED ON SITE FOR THIS PURPOSE. ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE IMMEDIATELY. IF EXCESSIVE AMOUNTS OF SEDIMENT ARE BEING DEPOSITED ON ROADWAY, EXTEND LENGTH OF ROCK CONSTRUCTION ENTRANCE BY 50 FOOT INCREMENTS UNTIL CONDITION IS ALLEVIATED OR INSTALL WASH RACK. WASHING THE ROADWAY OR SWEEPING THE DEPOSITS INTO ROADWAY DITCHES, SEWERS, CULVERTS, OR OTHER DRAINAGE COURSES IS NOT ACCEPTABLE.

AutoCAD SHX Text

* MOUNTABLE BERM USED TO PROVIDE PROPER COVER FOR PIPE

AutoCAD SHX Text NOTES: SEDIMENT MUST BE REMOVED WHEN ACCUMULATIONS REACH 1/2 THE HEIGHT OF THE FILTERS. IMMEDIATELY UPON STABILIZATION OF EACH CHANNEL, REMOVE ACCUMULATED SEDIMENT, REMOVE ROCK FILTER, AND STABILIZE DISTURBED AREAS.

AutoCAD SHX Text FOR D > 3 FT. - USE R-4 > 3 FT. - USE R-4 3 FT. - USE R-4 FOR D > 2 FT. TO D < 3 FT. - USE R-3 > 2 FT. TO D < 3 FT. - USE R-3 2 FT. TO D < 3 FT. - USE R-3 NOT APPLICABLE FOR D < 2 FT.

AutoCAD SHX Text

SECTION B-B

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

R-_ RIPRAP

AutoCAD SHX Text

AASHTO NO. 57 CRUSHED STONE

AutoCAD SHX Text

COMPOST (NETTED OR OTHERWISE SECURED)

AutoCAD SHX Text

ROCK FILTER NO.

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LOCATION

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D (FT)

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RIPRAP SIZE (R-_)

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STREAM

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AutoCAD SHX Text NOTES: ALL APRONS SHALL BE CONSTRUCTED TO THE DIMENSIONS SHOWN. TERMINAL WIDTHS SHALL BE ADJUSTED AS NECESSARY TO MATCH RECEIVING CHANNELS. ALL APRONS SHALL BE INSPECTED AT LEAST WEEKLY AND AFTER EACH RUNOFF EVENT. DISPLACED RIPRAP WITHIN THE APRON SHALL BE REPLACED IMMEDIATELY.

AutoCAD SHX Text

0% SLOPE

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

SECTION Y-Y

AutoCAD SHX Text

SECTION Z-Z

AutoCAD SHX Text

GEOTEXTILE

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GEOTEXTILE

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0% SLOPE

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AI

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AI

AutoCAD SHX Text Atw

AutoCAD SHX Text Pd

AutoCAD SHX Text Rt

AutoCAD SHX Text Aiw

AutoCAD SHX Text Pd

AutoCAD SHX Text Y

AutoCAD SHX Text Y

AutoCAD SHX Text Z

AutoCAD SHX Text Z

AutoCAD SHX Text

ORANGE POLYETHYLENE WARNING FENCE

AutoCAD SHX Text

WATERPROOF PERMANENT SIGN READING: "WETLAND PROTECTION AREA"

AutoCAD SHX Text

METAL POST

AutoCAD SHX Text

R-_ ROCK PROTECTION

AutoCAD SHX Text NOTES: ALL SEDIMENT TRAP OUTLET BASINS SHALL BE INSPECTED ON AT LEAST A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. DISPLACED RIPRAP WITHIN THE OUTLET BASIN SHALL BE REPLACED IMMEDIATELY. SIDE SLOPES SHALL NOT EXCEED 1.5H:1V.

AutoCAD SHX Text BASIN DEPTH = D BASIN MUST BE OVEREXCAVATED BY MAXIMUM STONE SIZE TO ALLOW FOR RIPRAP PLACEMENT

AutoCAD SHX Text

EARTHEN BERM

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BE

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ETE

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TRAP NO.

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Z1 (FT)

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Z2 (FT)

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RISER

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BARREL

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BOT PERF ELEV (FT)

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TRCE ELEV. (FT.)

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MAT'L

AutoCAD SHX Text DIA Db (IN)

AutoCAD SHX Text

INLET ELEV BIE (FT)

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LENGTH BI (FT)

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OUTLET ELEV BOE (FT)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 456.75

AutoCAD SHX Text 458.00

AutoCAD SHX Text

CONC

AutoCAD SHX Text

AutoCAD SHX Text 454.75

AutoCAD SHX Text

AutoCAD SHX Text 452.75

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 453.75

AutoCAD SHX Text 457.00

AutoCAD SHX Text

CONC

AutoCAD SHX Text

AutoCAD SHX Text 451.75

AutoCAD SHX Text

AutoCAD SHX Text 451.25

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 440.75

AutoCAD SHX Text 442.25

AutoCAD SHX Text

CONC

AutoCAD SHX Text

AutoCAD SHX Text 438.75

AutoCAD SHX Text

AutoCAD SHX Text 438.25

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 469.75

AutoCAD SHX Text 470.50

AutoCAD SHX Text

CONC

AutoCAD SHX Text

AutoCAD SHX Text 467.75

AutoCAD SHX Text

AutoCAD SHX Text 467.25

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 439.75

AutoCAD SHX Text 441.67

AutoCAD SHX Text

CONC

AutoCAD SHX Text

AutoCAD SHX Text 437.75

AutoCAD SHX Text

AutoCAD SHX Text 437.00

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 2.5

AutoCAD SHX Text 477.50

AutoCAD SHX Text 478.67

AutoCAD SHX Text

CONC

AutoCAD SHX Text

AutoCAD SHX Text 475.75

AutoCAD SHX Text

AutoCAD SHX Text 474.50

AutoCAD SHX Text

TRASH RACK AND ANTI-VORTEX DEVICE

AutoCAD SHX Text

TRCE (2000 CF/AC)

AutoCAD SHX Text

BOTTOM HOLE AT COE (700 CF/AC) THEN ONE 1 IN. DIA. HOLE PER VERT. FT.

AutoCAD SHX Text

BIE

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GEOTEXTILE

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OUTLET BASIN

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2:1 MAX

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2:1 MAX

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ELEV. AT 1.5 CFS PER ACRE DISCHARGE

AutoCAD SHX Text Z1

AutoCAD SHX Text

AutoCAD SHX Text Z2

AutoCAD SHX Text

AutoCAD SHX Text

TRAP NO.

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EMBANKMENT

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CLEAN OUT ELEV COE (FT)

AutoCAD SHX Text

BOTTOM ELEV BE (FT)

AutoCAD SHX Text

OUTLET BASIN

AutoCAD SHX Text

TOP ELEV ETE (FT)

AutoCAD SHX Text TOP WIDTH Etw (FT)

AutoCAD SHX Text

RIPRAP SIZE (R-_)

AutoCAD SHX Text ROCK THICK Rt (IN)

AutoCAD SHX Text

DEPTH D (IN)

AutoCAD SHX Text

WIDTH OBW (FT)

AutoCAD SHX Text

LENGTH OBL (FT)

AutoCAD SHX Text

AutoCAD SHX Text 460.75

AutoCAD SHX Text

AutoCAD SHX Text 456.75

AutoCAD SHX Text 455.75

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 478.75

AutoCAD SHX Text

AutoCAD SHX Text 453.75

AutoCAD SHX Text 452.75

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3.75

AutoCAD SHX Text 7.5

AutoCAD SHX Text

AutoCAD SHX Text 443.75

AutoCAD SHX Text

AutoCAD SHX Text 440.75

AutoCAD SHX Text 439.75

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3.75

AutoCAD SHX Text 7.5

AutoCAD SHX Text

AutoCAD SHX Text 471.75

AutoCAD SHX Text

AutoCAD SHX Text 469.75

AutoCAD SHX Text 468.75

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3.75

AutoCAD SHX Text 7.5

AutoCAD SHX Text

AutoCAD SHX Text 443.75

AutoCAD SHX Text

AutoCAD SHX Text 439.75

AutoCAD SHX Text 438.75

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 4.5

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 481.50

AutoCAD SHX Text

AutoCAD SHX Text 477.50

AutoCAD SHX Text 476.50

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3.75

AutoCAD SHX Text 7.5

AutoCAD SHX Text NOTES: FILL MATERIAL FOR THE EMBANKMENTS SHALL BE FREE OF ROOTS, OR OTHER WOODY VEGETATION, ORGANIC MATERIAL, LARGE STONES, AND OTHER OBJECTIONABLE MATERIALS. THE EMBANKMENT SHALL BE COMPACTED IN LAYERED LIFTS OF NOT MORE THAN 6 TO 9 IN. THE MAXIMUM ROCK SIZE SHALL BE NO GREATER THAN 2/3 THE LIFT THICKNESS. UPON COMPLETION, THE EMBANKMENT SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED ACCORDING TO THE SPECIFICATIONS OF THE E&S PLAN DRAWINGS. ALL SEDIMENT TRAPS SHALL BE INSPECTED AT LEAST WEEKLY AND AFTER EACH RUNOFF EVENT. ACCESS FOR SEDIMENT REMOVAL AND OTHER REQUIRED MAINTENANCE ACTIVITIES SHALL BE PROVIDED. A CLEAN OUT STAKE SHALL BE PLACED NEAR THE CENTER OF EACH TRAP. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT HAS REACHED THE CLEAN OUT ELEVATION ON THE STAKE AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS. DISPOSE OF MATERIALS REMOVED FROM THE TRAP IN THE MANNER DESCRIBED IN THE E&S PLAN. CHECK EMBANKMENTS, SPILLWAYS, AND OUTLETS FOR EROSION, PIPING AND SETTLEMENT. CLOGGED OR DAMAGED SPILLWAYS AND/OR EMBANKMENTS SHALL BE IMMEDIATELY RESTORED TO THE DESIGN SPECIFICATIONS. DISPLACED RIPRAP WITHIN THE OUTLET PROTECTION SHALL BE REPLACED IMMEDIATELY. ACCUMULATED SEDIMENT SHALL BE REMOVED AND DISTURBED AREAS INSIDE THE TRAP SHALL BE STABILIZED BEFORE CONVERSION TO STORMWATER MANAGEMENT FACILITY.

AutoCAD SHX Text

TYPE M INLET

AutoCAD SHX Text

TRASH RACK (SEE TRASH RACK DETAIL)

AutoCAD SHX Text

PLUG PERMANENT ORIFICES WITH WATERTIGHT MATERIAL OR PLATE

AutoCAD SHX Text Do IN. DIA HOLE AT TOP OF SEDIMENT STORAGE ZONE

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WTE

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WCE

AutoCAD SHX Text Z3

AutoCAD SHX Text Z4

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AutoCAD SHX Text

AutoCAD SHX Text

EMBANKMENT INTERIOR SLOPE

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EMBANKMENT EXTERIOR SLOPE

AutoCAD SHX Text

BASIN BOTTOM

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text Z

AutoCAD SHX Text Z

AutoCAD SHX Text

TOP OF EMBANKMENT

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EMERGENCY SPILLWAY

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ANCHOR TRENCH

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SIDE SLOPE Z4

AutoCAD SHX Text

SIDE SLOPE Z3

AutoCAD SHX Text

KEY TRENCH

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TRM

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TOE OF SLOPE

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OVERLAPPED TERMINAL END OF TRM

AutoCAD SHX Text Z

AutoCAD SHX Text Z

AutoCAD SHX Text

WTE

AutoCAD SHX Text

WCE

AutoCAD SHX Text Z5

AutoCAD SHX Text

AutoCAD SHX Text

SEE KEY TRENCH DETAIL

AutoCAD SHX Text

TRENCH END INTO INTERIOR SLOPE PER MANUFACTURER TRENCHING DETAILS

AutoCAD SHX Text

TRM LINING

AutoCAD SHX Text

WEIR SECTION Z-Z

AutoCAD SHX Text

PLAN VIEW RIPRAP OUTLET DISSIPATOR

AutoCAD SHX Text

KEY TRENCH AT TOE OF SLOPE OF SPILLWAY

AutoCAD SHX Text

EMBANKMENT SECTION ALONG EMERGENCY SPILLWAY SECTION X-X

AutoCAD SHX Text

BASIN NO.

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WEIR

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LINING

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CHANNEL

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Z3 (FT)

AutoCAD SHX Text

Z4 (FT)

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TOP ELEV WTE (FT)

AutoCAD SHX Text

CREST ELEV WCE (FT)

AutoCAD SHX Text WIDTH Ww (FT)

AutoCAD SHX Text

TRM TYPE

AutoCAD SHX Text

STAPLE PATTERN

AutoCAD SHX Text

Z5 (FT)

AutoCAD SHX Text DEPTH Cd (FT)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 460.75

AutoCAD SHX Text 458.63

AutoCAD SHX Text

AutoCAD SHX Text

P300 OR EQUIV.

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text 0.50

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 478.75

AutoCAD SHX Text 457.06

AutoCAD SHX Text

AutoCAD SHX Text

P300 OR EQUIV.

AutoCAD SHX Text E

AutoCAD SHX Text 2.5

AutoCAD SHX Text 0.50

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 443.75

AutoCAD SHX Text 442.75

AutoCAD SHX Text

AutoCAD SHX Text

P300 OR EQUIV.

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text 0.50

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 471.75

AutoCAD SHX Text 470.50

AutoCAD SHX Text

AutoCAD SHX Text

P300 OR EQUIV.

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text 0.50

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 443.75

AutoCAD SHX Text 442.17

AutoCAD SHX Text

AutoCAD SHX Text

P300 OR EQUIV.

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text 0.50

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 481.50

AutoCAD SHX Text 479.25

AutoCAD SHX Text

AutoCAD SHX Text

P300 OR EQUIV.

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text 0.50

AutoCAD SHX Text NOTES: HEAVY EQUIPMENT SHALL NOT CROSS OVER SPILLWAY WITHOUT PRECAUTIONS TAKEN TO PROTECT TRM LINING. DISPLACED LINER WITHIN THE SPILLWAY AND/OR OUTLET CHANNEL SHALL BE REPLACED IMMEDIATELY. EROSION CONTROL BLANKET B TO BE NORTH AMERICAN GREEN P300 OR EQUIVALENT.

NOTES: PARTICLE SIZE OF FILLER MATERIAL SHALL USE THE FOLLOWING PARTICLE SIZE DISTRIBUTION SPECIFICATION: 99% PASSING A 3 IN (75 MM) SIEVE AND A MAXIMUM OF 30% PASSING A IN 12 IN (12.5 MM) SIEVE.

SECTION 58

622 PRE-PLACED CRYPTS

(WITHIN 3'X8' PLOTS)

NEW ROAD 'A'

30' R

'R

30'R

325'R

20'R

20'R

301'R

63'

57' 90°'

4 4

4 4

1 2

8'

18'

5'

8'

NEW LOOP ROAD

'R

30'R

50' R

50'R30'R

548'R

577'R

20'

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'

8'22'

TYP.

25.4'

25.4'

14.11'

UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

" R

CP

FP

FP

FP

FP

FP

FP

FP

FP

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

PP

18"

SLC

PP

" S

LC

PP

21" RCP

INV.=477.73

CO

DRAINAGE MANHOLE

RIM=481.72

INV. IN (SW)=478.42

INV. OUT (SE)=478.32

EX

. D

RA

INA

GE W

AY

EX

. D

RA

INA

GE W

AY

EX. DRAINAGE WAY

31A

5A

1A

C4

" R

CP

15" RCP

" R

C…