36C78619B0020-0001001.pdf

FH

EM

EB

EB

WV

CO CO FH CO

WV

EM

WV

WATER METERVAULT

TOP=271.68

INV=266.74

ANDREWS AVE

E. HAINES ST

LIM

E

K

ILN

P

IK

E

WV

WV

CATCH BASIN

TOP=275.79

BOT=273.14

CATCH BASIN

TOP=274.63

BOT=271.38

CATCH BASIN

TOP=276.93

BOT=273.63

4" PIPE

4" PIPE

4" PIPE

8" TC

PIPE

4" PIPE

8" TC

PIPE

8" TC

PIPE

8" TC PIPE

8" TC PIPE

8" TCPIPE

8" TC PIPE

8" TC PIPE

8" TCPIPE

8" TC PIPE

8" TC

PIPE

8"

TC

PIPE

15" TC

PIPE

12" T

C PIPE

8" TCPIPE

LP

R O

D N

E Y

S T

CATCH BASIN

TOP=255.84

BOT=246.89

S57°25'58"W

N 32°19'02"W

50' WIDE R.O.W.

60' WIDE R.O.W.

60' W

ID

E R

.O .W

MON FND

GRANITE MON FND

CO

W O

O

LS

TO

N

A V

E

50.00'

60.00'

STONEPLAQUE

STONEPLAQUE

FLAG POLE PAD

SECTION

MARKER

SECTION

MARKER

SECTION

MARKER

PLAQUE

SPIGOT

SPIGOT

SPIGOT

SPIGOT

TRAFFIC

SIGNALPOLE

TRAFFIC

SIGNAL

POLE

ROCK

1 STY BRICK

MAINTENANCE

BUILDING

1.09' X 0.33' UPRIGHT GRAVE STONE (TYP)

FLAT GRAVE STONE (2' X 1') AREA

(TYP)

UPRIGHT GRAVE STONE AREA (TYP)

FLAT GRAVE STONE (2' X 1') AREA

(TYP)

UPRIGHT GRAVE STONE AREA (TYP)

DECIDUOUS

DBH=3.5' DIA

DRIPLINE=50' DIA

DECIDUOUS

DBH=6.6' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=4.3' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=2.6' DIA

DRIPLINE=30' DIA

DECIDUOUS

DBH=1.8' DIA

DRIPLINE=20' DIA

DECIDUOUS

DBH=2.3' DIA

DRIPLINE=20' DIA

DECIDUOUS

DBH=3.1' DIA

DRIPLINE=50' DIA

DECIDUOUS

DBH=2.9' DIA

DRIPLINE=25' DIA

DECIDUOUS

DBH=4.6' DIA

DRIPLINE=42' DIA

DECIDUOUS

DBH=3.8' DIA

DRIPLINE=47' DIA

DECIDUOUS

DBH=3.6' DIA

DRIPLINE=50' DIA

CONIFEROUS

DBH=1.9' DIA

DRIPLINE=25' DIA

CONIFEROUS

DBH=1.8' DIA

DRIPLINE=40' DIA

CONIFEROUS

DBH=2.4' DIA

DRIPLINE=43' DIA

DECIDUOUS

DBH=1.8' DIA

DRIPLINE=22' DIA

DECIDUOUS

DBH=2.8' DIA

DRIPLINE=20' DIA

DECIDUOUS

DBH=4.5' DIA

DRIPLINE=30' DIA

DECIDUOUS

DBH=1.8' DIA

DRIPLINE=20' DIA

DECIDUOUS

DBH=2.2' DIA

DRIPLINE=30' DIA

DECIDUOUS

DBH=3.0' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=5.2' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=4.3' DIA

DRIPLINE=50' DIA

DECIDUOUS

DBH=4.1' DIA

DRIPLINE=50' DIA

SECTION

MARKER

MONUMENT

967.23'

568.94'

S 28°47'44"E

N59°24'29"E

1002.62'

602.27'

DECIDUOUS

DBH=1.5' DIA

DRIPLINE=22' DIA

DECIDUOUS

DBH=3.9' DIA

DRIPLINE=50' DIA

SECTION

MARKER

S57°25'58"W

60.00'

8.97' 9.36'

MACADAM

M A

C A

D A

M M

A C

A D

A M

MACADAM

M A

C A

D A

M

MACADAM

MACADAM MACADAM

MACADAM

MACADAM

MACADAM

CONCRETE

3220.00CPS

3400.00CPS

3410.00CPS

3590.00MNS

290 29 0 290 290

285285

290290

N57°25'58"E 55.12'

N59°24'29"E 55.03'

UP# PECO 76804A

DECIDUOUS

DBH=2.1' DIA

DRIPLINE=20' DIA

DECIDUOUS

DBH=2.5' DIA

DRIPLINE=20' DIA

STONE WALL

WITH METAL FENCE

UP NO #

DECIDUOUS

DBH=2.8' DIA

DRIPLINE=40' DIA

DECIDUOUS

DBH=5.0' DIA

DRIPLINE=60' DIA

STONE WALL

WITH METAL FENCE

SECTION

MARKER

UP# PECO 16934

DECIDUOUS

DBH=1.8' DIA

DRIPLINE=30' DIA

UP# PECO 16933

UP# PECO 46315

DECIDUOUS

DBH=3.2' DIA

DRIPLINE=30' DIA

DECIDUOUS

DBH=3.5' DIA

DRIPLINE=30' DIA

UPRIGHT GRAVE

STONE AREA (TYP)

DECIDUOUS

DBH=1.3' DIA

DRIPLINE=60' DIA

UP# 16935

DECIDUOUS

DBH=3.2' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=1.1' DIA

DRIPLINE=20' DIA

DECIDUOUS

DBH=1.5' DIA

DRIPLINE=60' DIA

UP# PHL ELEC CO. 16939

G-25-5-10

DECIDUOUS

DBH=4.4' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=2.0' DIA

DRIPLINE=30' DIA

DECIDUOUS

DBH=1.3' DIA

DRIPLINE=30' DIA

UP# 46314B

OVERFLOW

DRAIN

CONIFEROUS

DBH=2.1' DIA

DRIPLINE=26' DIACONIFEROUS

DBH=2.1' DIA

DRIPLINE=28' DIA

CONIFEROUS

DBH=3.5' DIA

DRIPLINE=30' DIA

DECIDUOUS

DBH=2.8' DIA

DRIPLINE=50' DIA

DECIDUOUS

DBH=3.0' DIA

DRIPLINE=50' DIA

DECIDUOUS

DBH=5.0' DIA

DRIPLINE=50' DIA

STONE WALL

WITH METAL FENCE

DECIDUOUS

DBH=5.2' DIA

DRIPLINE=50' DIA

STONE WALL

WITH METAL FENCE

OVERFLOW

DRAIN

CONIFEROUS

DBH=3.8' DIA

DRIPLINE=14' DIA

SECTION

MARKER

SECTION

MARKER

SECTION

MARKER

UP# 22455C

DECIDUOUS

DBH=3.0' DIA

DRIPLINE=30' DIA

UP# 40764D

SECTION

MARKER

SECTION

MARKER

CONCRETE SIDEWALK

PROPERTY CORNER

IRON PIN W/ CAP SET

N:

274375.8645

E:

2694561.0914

PROPERTY CORNER

IRON PIN W/ CAP SET

N:

274884.8394

E:

2694239.1166

PROPERTY CORNER

IRON PIN W/ CAP SET

N:E:

CONCRETE SIDEWALK

CONCRETE SIDEWALK

CONCRETE SIDEWALK

PROPERTY CORNER

SECTION

MARKER

UP# PECO 24588

UP# 76399A UP# 75150A

SECTION

MARKER

CATCH BASIN

TOP=259.58

BOT=256.63

CATCH BASIN

TOP=258.99

BOT=255.89

8" TC PIPE

8" TC PIPE

CATCH BASIN

TOP=255.55

BOT=251.45

CATCH BASIN

TOP=255.36

BOT=250.51

8" TC PIPE

CATCH BASIN

TOP=256.09

BOT=253.59

CATCH BASIN

TOP=255.96

BOT=253.41

SECTION

MARKER

8" TC PIPE

8" TC PIPE

CATCH BASIN

TOP=257.55

BOT=255.25

1.09' X 0.33' UPRIGHT GRAVE STONE (TYP)

UP# PECO 76802A

SSMH "A"

RIM=292.88

INV=COULD NOT OPEN

DECIDUOUS

DBH=3.6' DIA

DRIPLINE=70' DIA

266 267

257 258 25

276 277 278

283284

284284284

287287287

288288288

289289289

292293 293

SECTION

MARKER

CATCH BASIN

TOP=266.31

BOT=263.41

CATCH BASIN

TOP=265.29

BOT=262.59

8" TC PIPE

12" TC PIPE

CATCH BASIN

TOP=253.76

BOT=249.56

CATCH BASIN

TOP=254.61

BOT=248.71

CATCH BASIN

TOP=270.23

BOT=268.03

CATCH BASIN

TOP=268.90

BOT=INVERT UNKNOWN

CATCH BASIN

TOP=267.88

BOT=264.98

CATCH BASIN

TOP=260.56

BOT=COULD NOT MEASURE

CATCH BASIN

TOP=260.57

BOT=COULD NOT MEASURE

CATCH BASIN

TOP=279.36

BOT=277.06

CATCH BASIN

TOP=278.21

BOT=275.41

CATCH BASIN

TOP=279.49

BOT=276.79

SSMH "B"

RIM=289.54

INV=COULD NOT OPEN

TO RODNEY STREET

CATCH BASIN

TOP=268.12

BOT=COULD NOT MEASURE

CATCH BASIN

TOP=266.56

BOT=264.16

CATCH BASIN

TOP=265.88

BOT=263.38

CATCH BASIN

TOP=270.35

BOT=267.65

CATCH BASIN

TOP=257.19

BOT=255.04

CATCH BASIN

TOP=NOT LOCATED

BOT=TOP-2.80'

CATCH BASIN

TOP=260.95

BOT=257.25

CATCH BASIN

TOP=261.69

BOT=257.54

CATCH BASIN

TOP=259.71

BOT=256.76

CATCH BASIN

TOP=NOT LOCATED

BOT=TOP-1.75'

CATCH BASIN

TOP=264.65

BOT=261.15

CATCH BASIN

TOP=264.42

BOT=261.52

CATCH BASIN

TOP=263.24

BOT=258.94

CATCH BASIN

TOP=263.16

BOT=259.26

8" TC PIPE

FLAT GRAVESTONE

AREA (TYP)

SHEET DWG. SHEET TITLE

VICINITY MAP

NOT TO SCALE

PROJECT SITE MAP

NOT TO SCALE

Philadelphia National Cemetery

MAY 16, 2019

DEPARTMENT OF VETERANS AFFAIRS

OWNER

NATIONAL CEMETERY ADMINISTRATION

PROJECT NUMBER: 819CM3006

BID SET

RENOVATE SITE & REPAIR/RESTORE HISTORIC STRUCTURE

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

P E N N S Y L V A N I A

R E

G I S

T E

R E D

L A N D S C A P E

A R C

H I T

E C

T

REGISTRATION

NUMBER

LA002705

KA

RA A. ROGGENKAMP

STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER

KCI Technologies INC.

317-348-1000

ELECTRICAL ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR 412-321-6362

X-001

BID SET

Renovate Site & Repair/Restore Historic Structure

819CM3006

MAS

COVER SHEET - DRAWING INDEX

Philadelphia National Cemetery 6909 Limekiln Pike, Philadelphia, PA 19138

KR

1. X-001 COVER SHEET - DRAWING INDEX

2. X-002 GENERAL PHASING PLAN

3. B-101 EXISTING CONDITIONS PLAN

4. D-101 SITE DEMOLITION PLAN

5. L-101 EROSION AND SEDIMENTATION CONTROL PLAN

6. L-102 EROSION AND SEDIMENTATION CONTROL DETAILS

7. L-201 SITE PLAN

8. L-202 GRADING PLAN

9. L-203 SITE LAYOUT PLAN

10. L-204 PLANTING PLAN

11. L-205 PLANTING PLAN ENLARGMENTS

12. L-301 WALL AND FENCE ELEVATIONS - INTERIOR

13. L-302 WALL AND FENCE ELEVATIONS - INTERIOR

14. L-303 WALL AND FENCE ELEVATIONS - INTERIOR

15. L-304 WALL AND FENCE ELEVATIONS - INTERIOR

16. L-305 WALL AND FENCE ELEVATIONS - INTERIOR

17. L-306 WALL AND FENCE ELEVATIONS - EXTERIOR

18. L-307 WALL AND FENCE ELEVATIONS - EXTERIOR

19. L-308 WALL AND FENCE ELEVATIONS - EXTERIOR

20. L-309 WALL AND FENCE ELEVATIONS - EXTERIOR

21. L-310 WALL AND FENCE ELEVATIONS - EXTERIOR

22. L-311 WALL AND FENCE ELEVATIONS NOTES

23. L-312 WALL AND FENCE SECTIONS AND DETAILS

24. L-313 WALL AND FENCE SECTIONS AND DETAILS

25. L-314 GATE AREA PLAN, ELEVATION, SECTION, DETAILS

26. L-402 ROADWAY DETAILS

27. L-403 ROADWAY DETAILS

28. L-500 DEMOLITON SITE UTILITIES PLAN

29. L-501 SITE UTILITIES PLAN

30. L-502 SITE UTILITIES PROFILES

31. L-503 SITE UTILITIES DETAILS

32. A-100 ARCHITECTURAL SYMBOLS, ABBREVIATIONS AND NOTES

33. S-101 SCAFFOLDING PLAN

34. S-102 SCAFFOLDING SECTION

35. DA-101 EXISTING FOUNDATION AND FLOOR PLAN & DEMOLITION NOTES

36. DA-102 EXISTING ROOF AND CEILING PLAN & DEMOLITION NOTES

37. DA-201 EXISTING SOUTH AND NORTH ELEVATION & DEMOLITION NOTES

38. DA-202 EXISTING WEST, EAST, INTERIOR ELEVATION & DEMOLITION NOTES

39. DA-301 EXISTING ROSTRUM SECTION & DEMOLITION NOTES

40. A-101 FOUNDATION AND FLOOR PLAN

41. A-102 ROOF AND CEILING PLAN

42. A-201 SOUTH & NORTH ELEVATIONS

43. A-202 WEST, EAST AND INTERIOR ELEVATIONS

44. A-301 SECTION

45. EP-101 ELECTRICAL FLOOR PLAN

46. ES-101 ELECTRICAL SITE PLAN

MAY 16, 2019

1. CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN UNLESS SPECIFICALLY

INDICATED OTHERWISE.

2. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE LAWS,

ORDINANCES, AND CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY

APPLICABLE PERMITS.

3. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE INDIVIDUAL

CONTRACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE

CONTRACTING OFFICER'S REPRESENTATIVE ANY DEFICIENCIES. THE

CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY

THE DOCUMENTS AND IMMEDIATELY REPORT ANY DEFICIENCIES. CONTRACTOR

TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROPOSED POINT OF

CONNECTION (P.O.C.) LOCATIONS AND REPORT ANY DISCREPANCY TO THE

CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY.

4. NOTIFY UTILITY LOCATOR SERVICE (PA ONE CALL) AT LEAST 3 WORKING DAYS

PRIOR TO ANY DIGGING OR EXCAVATION.

5. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF

CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION EFFORTS WITH

CONTRACTING OFFICER'S REPRESENTATIVE'S REQUIREMENTS.

6. MATERIALS INDICATED TO BE DEMOLISHED AND WASTE MATERIALS

ENCOUNTERED IN THE WORK SHALL BE LEGALLY DISPOSED OF OFF SITE BY

CONTRACTOR.

7. PROTECT EXISTING WALLS, PLAQUES, SIGNS, HISTORIC ELEMENTS, FENCING,

GATES, LANDSCAPING, IRRIGATION, BENCH MARKS, UTILITIES, SIDEWALKS,

PAVING AND CURBS FROM EQUIPMENT, VEHICULAR TRAFFIC AND GENERAL

CONSTRUCTION ACTIVITIES. DAMAGED ITEMS INTENDED TO REMAIN SHALL BE

REPLACED OR REPAIRED AT NO EXPENSE TO THE GOVERNMENT. DISTURBED

AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. ANY EXISTING LAWN

AREAS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED WITH

SOD (NOT SEED).

8. PROTECT ALL EXISTING TREES.

9. PROTECT GRAVESITES AND MONUMENTS.

10. MAINTAIN PUBLIC ACCESS TO GRAVESITES AT ALL TIMES DURING

CONSTRUCTION. OBTAIN CONTRACTING OFFICER'S REPRESENTATIVE'S

APPROVAL IF RESTRICTING ACCESS IS NECESSARY FOR PUBLIC SAFETY

DURING DEMOLITION OR CONSTRUCTION. PROVIDE TEMPORARY BARRICADES,

FENCING, TRAFFIC CONTROL AND SIGNAGE AS NEEDED TO MAINTAIN PUBLIC

SAFETY DURING CONSTRUCTION.

11. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY ONCE ON DRAWINGS,

BUT APPLY TO ALL SIMILAR CONDITIONS WHERE NEW CONSTRUCTION OCCURS

TO FULFILL THE INTENT OF THE DRAWINGS.

GENERAL NOTESSHEET INDEX

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES

3 WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE AND 10 WORKING

DAYS IN DESIGN STAGE - STOP CALL

SERIAL #

DATE

1-800-242-1776

SYSTEM, INC.

PA1 20182892404

10/16/2018

SITE LOCATION MAP

NOT TO SCALE

AutoCAD SHX Text North

AutoCAD SHX Text North

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text Y

AutoCAD SHX Text L

AutoCAD SHX Text V

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text Y

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text 1-800 242-1776

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text O

AutoCAD SHX Text Y

AutoCAD SHX Text E

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AutoCAD SHX Text North

EB

EB

WV

CO CO FH CO

WV

EM

WV

WATER METERVAULT

TOP=271.68

INV=266.74

ANDREWS AVE

E. HAINES ST

LIM

E

K

ILN

P

IK

E

WV

WV

CATCH BASIN

TOP=275.79

BOT=273.14

CATCH BASIN

TOP=274.63

BOT=271.38

CATCH BASIN

TOP=276.93

BOT=273.63

4" PIPE

4" PIPE

4" PIPE

8" TC

PIPE

4" PIPE

8" TC

PIPE

8" TC

PIPE

8" TC PIPE

8" TC PIPE

8" TCPIPE

8" TC PIPE

8" TC PIPE

8" TCPIPE

8" TC PIPE

8" TC

PIPE

8"

TC

PIPE

15" TC

PIPE

12" T

C PIPE

8" TCPIPE

LP

CATCH BASIN

TOP=255.84

BOT=246.89

S57°25'58"W

N 32°19'02"W

50' WIDE R.O.W.

60' WIDE R.O.W.

60' W

ID

E R

.O .W

MON FND

GRANITE MON FND

CO

GRANITE MON FND

W O

O

LS

TO

N

A V

E

50.00'

60.00'

STONEPLAQUE

STONEPLAQUE

FLAG POLE PAD

SECTION

MARKER

SECTION

MARKER

SECTION

MARKER

PLAQUE

SPIGOT

SPIGOT

SPIGOT

SPIGOT

TRAFFIC

SIGNAL

POLE

TRAFFIC

SIGNAL

POLE

ROCK

1 STY BRICK

MAINTENANCE

BUILDING

1.09' X 0.33' UPRIGHT GRAVE STONE (TYP)

FLAT GRAVE STONE (2' X 1') AREA

(TYP)

UPRIGHT GRAVE STONE AREA (TYP)

FLAT GRAVE STONE (2' X 1') AREA

(TYP)

UPRIGHT GRAVE STONE AREA (TYP)

DECIDUOUS

DBH=3.5' DIA

DRIPLINE=50' DIA

DECIDUOUS

DBH=6.6' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=4.3' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=2.6' DIA

DRIPLINE=30' DIA

DECIDUOUS

DBH=1.8' DIA

DRIPLINE=20' DIA

DECIDUOUS

DBH=2.3' DIA

DRIPLINE=20' DIA

DECIDUOUS

DBH=3.1' DIA

DRIPLINE=50' DIA

DECIDUOUS

DBH=2.9' DIA

DRIPLINE=25' DIA

DECIDUOUS

DBH=4.6' DIA

DRIPLINE=42' DIA

DECIDUOUS

DBH=3.8' DIA

DRIPLINE=47' DIA

DECIDUOUS

DBH=3.6' DIA

DRIPLINE=50' DIA

CONIFEROUS

DBH=1.9' DIA

DRIPLINE=25' DIA

CONIFEROUS

DBH=1.8' DIA

DRIPLINE=40' DIA

CONIFEROUS

DBH=2.4' DIA

DRIPLINE=43' DIA

DECIDUOUS

DBH=1.8' DIA

DRIPLINE=22' DIA

DECIDUOUS

DBH=2.8' DIA

DRIPLINE=20' DIA

DECIDUOUS

DBH=4.5' DIA

DRIPLINE=30' DIA

DECIDUOUS

DBH=1.8' DIA

DRIPLINE=20' DIA

DECIDUOUS

DBH=2.2' DIA

DRIPLINE=30' DIA

DECIDUOUS

DBH=3.0' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=5.2' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=4.3' DIA

DRIPLINE=50' DIA

DECIDUOUS

DBH=4.1' DIA

DRIPLINE=50' DIA

SECTION

MARKER

MONUMENT

967.23'

568.94'

S 28°47'44"E

N59°24'29"E

1002.62'

602.27'

DECIDUOUS

DBH=1.5' DIA

DRIPLINE=22' DIA

DECIDUOUS

DBH=3.9' DIA

DRIPLINE=50' DIA

SECTION

MARKER

S57°25'58"W

60.00'

8.97' 9.36'

MACADAM

M A

C A

D A

M M

A C

A D

A M

MACADAM

M A

C A

D A

M

MACADAM

MACADAM MACADAM

MACADAM

MACADAM

MACADAM

CONCRETE

3220.00CPS

3400.00CPS

3410.00CPS

3590.00MNS

290 29 0 290 290

285285

290290

N57°25'58"E 55.12'

N59°24'29"E 55.03'

UP# PECO 76804A

DECIDUOUS

DBH=2.1' DIA

DRIPLINE=20' DIA

DECIDUOUS

DBH=2.5' DIA

DRIPLINE=20' DIA

STONE WALL

WITH METAL FENCE

UP NO #

DECIDUOUS

DBH=2.8' DIA

DRIPLINE=40' DIA

DECIDUOUS

DBH=5.0' DIA

DRIPLINE=60' DIA

STONE WALL

WITH METAL FENCE

SECTION

MARKER

UP# PECO 16934

DECIDUOUS

DBH=1.8' DIA

DRIPLINE=30' DIA

UP# PECO 16933

UP# PECO 46315

DECIDUOUS

DBH=3.2' DIA

DRIPLINE=30' DIA

DECIDUOUS

DBH=3.5' DIA

DRIPLINE=30' DIA

UPRIGHT GRAVE

STONE AREA (TYP)

DECIDUOUS

DBH=1.3' DIA

DRIPLINE=60' DIA

UP# 16935

DECIDUOUS

DBH=3.2' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=1.1' DIA

DRIPLINE=20' DIA

DECIDUOUS

DBH=1.5' DIA

DRIPLINE=60' DIA

UP# PHL ELEC CO. 16939

G-25-5-10

DECIDUOUS

DBH=4.4' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=2.0' DIA

DRIPLINE=30' DIA

DECIDUOUS

DBH=1.3' DIA

DRIPLINE=30' DIA

UP# 46314B

OVERFLOW

DRAIN

CONIFEROUS

DBH=2.1' DIA

DRIPLINE=26' DIACONIFEROUS

DBH=2.1' DIA

DRIPLINE=28' DIA

CONIFEROUS

DBH=3.5' DIA

DRIPLINE=30' DIA

DECIDUOUS

DBH=2.8' DIA

DRIPLINE=50' DIA

DECIDUOUS

DBH=3.0' DIA

DRIPLINE=50' DIA

DECIDUOUS

DBH=5.0' DIA

DRIPLINE=50' DIA

STONE WALL

WITH METAL FENCE

DECIDUOUS

DBH=5.2' DIA

DRIPLINE=50' DIA

STONE WALL

WITH METAL FENCE

OVERFLOW

DRAIN

CONIFEROUS

DBH=3.8' DIA

DRIPLINE=14' DIA

SECTION

MARKER

SECTION

MARKER

SECTION

MARKER

UP# 22455C

DECIDUOUS

DBH=3.0' DIA

DRIPLINE=30' DIA

UP# 40764D

SECTION

MARKER

SECTION

MARKER

CONCRETE SIDEWALK

PROPERTY CORNER

IRON PIN W/ CAP SET

274375.8645

2694561.0914

PROPERTY CORNER

IRON PIN W/ CAP SET

274884.8394

2694239.1166

PROPERTY CORNER

IRON PIN W/ CAP SET

N:

275395.0953

E:

2695102.1857

CONCRETE SIDEWALK

CONCRETE SIDEWALK

CONCRETE SIDEWALK

PROPERTY CORNER

MAGNAIL SET

N:

274896.5116

E:

2695376.2348

P.O.B.

SECTION

MARKER

UP# PECO 24588

UP# 76399A UP# 75150A

SECTION

MARKER

CATCH BASIN

TOP=259.58

BOT=256.63

CATCH BASIN

TOP=258.99

BOT=255.89

8" TC PIPE

8" TC PIPE

CATCH BASIN

TOP=255.55

BOT=251.45

CATCH BASIN

TOP=255.36

BOT=250.51

8" TC PIPE

CATCH BASIN

TOP=256.09

BOT=253.59

CATCH BASIN

TOP=255.96

BOT=253.41

SECTION

MARKER

8" TC PIPE

8" TC PIPE

CATCH BASIN

TOP=257.55

BOT=255.25

1.09' X 0.33' UPRIGHT GRAVE STONE (TYP)

UP# PECO 76802A

SSMH "A"

RIM=292.88

INV=COULD NOT OPEN

DECIDUOUS

DBH=3.6' DIA

DRIPLINE=70' DIA

266 267

257 258 25

276 277 278

283284

284284284

287287287

288288288

289289289

292293 293

SECTION

MARKER

CATCH BASIN

TOP=266.31

BOT=263.41

CATCH BASIN

TOP=265.29

BOT=262.59

8" TC PIPE

12" TC PIPE

CATCH BASIN

TOP=253.76

BOT=249.56

CATCH BASIN

TOP=254.61

BOT=248.71

CATCH BASIN

TOP=270.23

BOT=268.03

CATCH BASIN

TOP=268.90

BOT=INVERT UNKNOWN

CATCH BASIN

TOP=267.88

BOT=264.98

CATCH BASIN

TOP=260.56

BOT=COULD NOT MEASURE

CATCH BASIN

TOP=260.57

BOT=COULD NOT MEASURE

CATCH BASIN

TOP=279.36

BOT=277.06

CATCH BASIN

TOP=278.21

BOT=275.41

CATCH BASIN

TOP=279.49

BOT=276.79

SSMH "B"

RIM=289.54

INV=COULD NOT OPEN

TO RODNEY STREET

CATCH BASIN

TOP=268.12

BOT=COULD NOT MEASURE

CATCH BASIN

TOP=266.56

BOT=264.16

CATCH BASIN

TOP=265.88

BOT=263.38

CATCH BASIN

TOP=270.35

BOT=267.65

CATCH BASIN

TOP=257.19

BOT=255.04

CATCH BASIN

TOP=NOT LOCATED

BOT=TOP-2.80'

CATCH BASIN

TOP=260.95

BOT=257.25

CATCH BASIN

TOP=261.69

BOT=257.54

CATCH BASIN

TOP=259.71

BOT=256.76

CATCH BASIN

TOP=NOT LOCATED

BOT=TOP-1.75'

CATCH BASIN

TOP=264.65

BOT=261.15

CATCH BASIN

TOP=264.42

BOT=261.52

CATCH BASIN

TOP=263.24

BOT=258.94

CATCH BASIN

TOP=263.16

BOT=259.26

8" TC PIPE

FLAT GRAVESTONE

AREA (TYP)

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

P E N N S Y L V A N I A

R E

G I S

T E

R E D

L A N D S C A P E

A R C

H I T

E C

T

REGISTRATION

STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER

KCI Technologies INC.

317-348-1000

ELECTRICAL ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR 412-321-6362

X-002

BID SET

Renovate Site & Repair/Restore Historic Structure

819CM3006

MAS

GENERAL PHASING PLAN

Philadelphia National Cemetery 6909 Limekiln Pike, Philadelphia, PA 19138

KRMAY 16, 2019

1. CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN UNLESS SPECIFICALLY

INDICATED OTHERWISE.

2. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE LAWS,

ORDINANCES, AND CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY

APPLICABLE PERMITS.

3. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE INDIVIDUAL

CONTRACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE

CONTRACTING OFFICER'S REPRESENTATIVE ANY DEFICIENCIES. THE

CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY

THE DOCUMENTS AND IMMEDIATELY REPORT ANY DEFICIENCIES. CONTRACTOR

TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROPOSED POINT OF

CONNECTION (P.O.C.) LOCATIONS AND REPORT ANY DISCREPANCY TO THE

CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY.

4. NOTIFY UTILITY LOCATOR SERVICE (PA ONE CALL) AT LEAST 3 WORKING DAYS

PRIOR TO ANY DIGGING OR EXCAVATION.

5. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF

CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION EFFORTS WITH

CONTRACTING OFFICER'S REPRESENTATIVE'S REQUIREMENTS.

6. MATERIALS INDICATED TO BE DEMOLISHED AND WASTE MATERIALS

ENCOUNTERED IN THE WORK SHALL BE LEGALLY DISPOSED OF OFF SITE BY

CONTRACTOR.

7. PROTECT EXISTING WALLS, PLAQUES, SIGNS, HISTORIC ELEMENTS, FENCING,

GATES, LANDSCAPING, IRRIGATION, BENCH MARKS, UTILITIES, SIDEWALKS,

PAVING AND CURBS FROM EQUIPMENT, VEHICULAR TRAFFIC AND GENERAL

CONSTRUCTION ACTIVITIES. DAMAGED ITEMS INTENDED TO REMAIN SHALL BE

REPLACED OR REPAIRED AT NO EXPENSE TO THE GOVERNMENT. DISTURBED

AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. ANY EXISTING LAWN

AREAS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED WITH

SOD (NOT SEED).

8. PROTECT ALL EXISTING TREES.

9. PROTECT GRAVESITES AND MONUMENTS.

10. MAINTAIN PUBLIC ACCESS TO GRAVESITES AT ALL TIMES DURING

CONSTRUCTION. OBTAIN CONTRACTING OFFICER'S REPRESENTATIVE'S

APPROVAL IF RESTRICTING ACCESS IS NECESSARY FOR PUBLIC SAFETY

DURING DEMOLITION OR CONSTRUCTION. PROVIDE TEMPORARY BARRICADES,

FENCING, TRAFFIC CONTROL AND SIGNAGE AS NEEDED TO MAINTAIN PUBLIC

SAFETY DURING CONSTRUCTION.

11. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY ONCE ON DRAWINGS,

BUT APPLY TO ALL SIMILAR CONDITIONS WHERE NEW CONSTRUCTION OCCURS

TO FULFILL THE INTENT OF THE DRAWINGS.

GENERAL NOTES

1. REFER TO EROSION AND SEDIMENTATION CONTROL DRAWINGS FOR RELATED

SEQUENCE OF CONSTRUCTION AND REQUIRED EROSION AND SEDIMENTATION

CONTROLS FOR EACH TYPE OF DISTURBANCE.

2. PROVIDE REQUIRED EROSION CONTROLS FOR EACH PHASE OF WORK PRIOR

TO ANY EARTH DISTURBANCE FOR THAT PHASE.

3. CEMETERY ROADS SHALL BE CLOSED TO THE PUBLIC FOR NO MORE THAN

THREE WEEKS FOR PHASE 3 WORK. NOTIFY CONTRACTING OFFICER'S

REPRESENTATIVE AND OBTAIN APPROVAL OF SCHEDULE THREE WEEKS IN

ADVANCE FOR ROAD CLOSURES. CEMETERY SHALL BE OPEN TO THE PUBLIC

DURING HOLIDAYS AS SPECIFIED.

PHASING NOTES

PHASING LEGEND

SYMBOL

PHASE 1:

INSTALL NEW WATER SERVICE TO BUIDLING.

PHASE 2:

ROSTRUM, STONEWORK REHABILITATION, AND

IRONWORK REHABILITATION

PHASE 3:

STORM DRAIN, FLAGPOLE LIGHTING, ROADWAY

REHABILITATION AND ALL OTHER REMAINING WORK

AutoCAD SHX Text Scale: 1" = 40'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

North

EB

EB

SECTION MARKER

SECTION MARKER

SECTION MARKER

SECTION MARKER

WV

SECTION MARKER

SECTION MARKER

CO CO

COFH CO

CO

WV

EM

WV

WATER METERVAULT

TOP=271.68

INV=266.74

ANDREWS AVE

E. HAINES ST

LIM

E

K

ILN

P

IK

E

SECTION MARKER

SECTION MARKER

SECTION MARKER

SECTION MARKER

SECTION MARKER

SECTION MARKER

SECTION MARKER

SECTION MARKER

SECTION MARKER

SECTION MARKER

SECTION MARKER

SECTION MARKER

SECTION MARKER

SECTION MARKER

SECTION MARKER

SECTION MARKER

SECTION MARKER

SECTION MARKER

WV

SECTION MARKER

WV

CATCH BASIN

TOP=275.79

BOT=273.14

CATCH BASIN

TOP=274.63

BOT=271.38

CATCH BASIN

TOP=276.93

BOT=273.63

4" PIPE

4" PIPE

4" PIPE

8" TC

PIPE

4" PIPE

8" TC

PIPE

8" TC

PIPE

8" TC PIPE

8" TC PIPE

8" TCPIPE

8" TC PIPE

8" TC PIPE

8" TCPIPE

8" TC PIPE

8" TC

PIPE

8"

TC

PIPE

15" TC

PIPE

12" T

C PIPE

8" TCPIPE

LP

CATCH BASIN

TOP=255.84

BOT=246.89

S57°25'58"W

N 32°19'02"W

50' WIDE R.O.W.

60' WIDE R.O.W.

60' W

ID

E R

.O .W

MON FND

GRANITE MON FND

CO

W O

O

LS

TO

N

A V

E

50.00'

60.00'

STONEPLAQUE

STONEPLAQUE

FLAG POLE PAD

SECTION

MARKER

SECTION

MARKER

SECTION

MARKER

PLAQUE

SPIGOT

SPIGOT

SPIGOT

SPIGOT

TRAFFIC

SIGNALPOLE

TRAFFIC

SIGNALPOLE

ROCK

1 STY BRICK

MAINTENANCE

BUILDING

1.09' X 0.33' UPRIGHT GRAVE STONE (TYP)

FLAT GRAVE STONE (2' X 1') AREA

(TYP)

UPRIGHT GRAVE STONE AREA (TYP)

FLAT GRAVE STONE (2' X 1') AREA

(TYP)

UPRIGHT GRAVE STONE AREA (TYP)

DECIDUOUS

DBH=3.5' DIA

DRIPLINE=50' DIA

DECIDUOUS

DBH=6.6' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=4.3' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=2.6' DIA

DRIPLINE=30' DIA

DECIDUOUS

DBH=1.8' DIA

DRIPLINE=20' DIA

DECIDUOUS

DBH=2.3' DIA

DRIPLINE=20' DIA

DECIDUOUS

DBH=3.1' DIA

DRIPLINE=50' DIA

DECIDUOUS

DBH=2.9' DIA

DRIPLINE=25' DIA

DECIDUOUS

DBH=4.6' DIA

DRIPLINE=42' DIA

DECIDUOUS

DBH=3.8' DIA

DRIPLINE=47' DIA

DECIDUOUS

DBH=3.6' DIA

DRIPLINE=50' DIA

CONIFEROUS

DBH=1.9' DIA

DRIPLINE=25' DIA

CONIFEROUS

DBH=1.8' DIA

DRIPLINE=40' DIA

CONIFEROUS

DBH=2.4' DIA

DRIPLINE=43' DIA

DECIDUOUS

DBH=1.8' DIA

DRIPLINE=22' DIA

DECIDUOUS

DBH=2.8' DIA

DRIPLINE=20' DIA

DECIDUOUS

DBH=4.5' DIA

DRIPLINE=30' DIA

DECIDUOUS

DBH=1.8' DIA

DRIPLINE=20' DIA

DECIDUOUS

DBH=2.2' DIA

DRIPLINE=30' DIA

DECIDUOUS

DBH=3.0' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=5.2' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=4.3' DIA

DRIPLINE=50' DIA

DECIDUOUS

DBH=4.1' DIA

DRIPLINE=50' DIA

SECTION

MARKER

MONUMENT

967.23'

568.94'

S 28°47'44"E

N59°24'29"E

1002.62'

602.27'

DECIDUOUS

DBH=1.5' DIA

DRIPLINE=22' DIA

DECIDUOUS

DBH=3.9' DIA

DRIPLINE=50' DIA

SECTION

MARKER

S57°25'58"W

60.00'

8.97' 9.36'

MACADAM

M A

C A

D A

M M

A C

A D

A M

MACADAM

M A

C A

D A

M

MACADAM

MACADAM MACADAM

MACADAM

MACADAM

MACADAM

CONCRETE

3220.00CPS

3400.00CPS

3410.00CPS

3590.00MNS

290 29 0 290 290

285285

290290

N57°25'58"E 55.12'

N59°24'29"E 55.03'

UP# PECO 76804A

DECIDUOUS

DBH=2.1' DIA

DRIPLINE=20' DIA

DECIDUOUS

DBH=2.5' DIA

DRIPLINE=20' DIA

STONE WALL

WITH METAL FENCE

UP NO #

DECIDUOUS

DBH=2.8' DIA

DRIPLINE=40' DIA

DECIDUOUS

DBH=5.0' DIA

DRIPLINE=60' DIA

STONE WALL

WITH METAL FENCE

SECTION

MARKER

UP# PECO 16934

DECIDUOUS

DBH=1.8' DIA

DRIPLINE=30' DIA

UP# PECO 16933

UP# PECO 46315

DECIDUOUS

DBH=3.2' DIA

DRIPLINE=30' DIA

DECIDUOUS

DBH=3.5' DIA

DRIPLINE=30' DIA

UPRIGHT GRAVE

STONE AREA (TYP)

DECIDUOUS

DBH=1.3' DIA

DRIPLINE=60' DIA

UP# 16935

DECIDUOUS

DBH=3.2' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=1.1' DIA

DRIPLINE=20' DIA

DECIDUOUS

DBH=1.5' DIA

DRIPLINE=60' DIA

UP# PHL ELEC CO. 16939

G-25-5-10

DECIDUOUS

DBH=4.4' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=2.0' DIA

DRIPLINE=30' DIA

DECIDUOUS

DBH=1.3' DIA

DRIPLINE=30' DIA

UP# 46314B

OVERFLOW

DRAIN

CONIFEROUS

DBH=2.1' DIA

DRIPLINE=26' DIACONIFEROUS

DBH=2.1' DIA

DRIPLINE=28' DIA

CONIFEROUS

DBH=3.5' DIA

DRIPLINE=30' DIA

DECIDUOUS

DBH=2.8' DIA

DRIPLINE=50' DIA

DECIDUOUS

DBH=3.0' DIA

DRIPLINE=50' DIA

DECIDUOUS

DBH=5.0' DIA

DRIPLINE=50' DIA

STONE WALL

WITH METAL FENCE

DECIDUOUS

DBH=5.2' DIA

DRIPLINE=50' DIA

STONE WALL

WITH METAL FENCE

OVERFLOW

DRAIN

CONIFEROUS

DBH=3.8' DIA

DRIPLINE=14' DIA

SECTION

MARKER

SECTION

MARKER

SECTION

MARKER

UP# 22455C

DECIDUOUS

DBH=3.0' DIA

DRIPLINE=30' DIA

UP# 40764D

SECTION

MARKER

SECTION

MARKER

CONCRETE SIDEWALK

PROPERTY CORNER

IRON PIN W/ CAP SET

274375.8645

2694561.0914

PROPERTY CORNER

IRON PIN W/ CAP SET

274884.8394

2694239.1166

PROPERTY CORNER

IRON PIN W/ CAP SET

N:

275395.0953

E:

2695102.1857

CONCRETE SIDEWALK

CONCRETE SIDEWALK

CONCRETE SIDEWALK

PROPERTY CORNER

MAGNAIL SET

N:

274896.5116

E:

2695376.2348

P.O.B.

SECTION

MARKER

UP# PECO 24588

UP# 76399A UP# 75150A

SECTION

MARKER

CATCH BASIN

TOP=259.58

BOT=256.63

CATCH BASIN

TOP=258.99

BOT=255.89

8" TC PIPE

8" TC PIPE

CATCH BASIN

TOP=255.55

BOT=251.45

CATCH BASIN

TOP=255.36

BOT=250.51

8" TC PIPE

CATCH BASIN

TOP=256.09

BOT=253.59

CATCH BASIN

TOP=255.96

BOT=253.41

SECTION

MARKER

8" TC PIPE

8" TC PIPE

CATCH BASIN

TOP=257.55

BOT=255.25

1.09' X 0.33' UPRIGHT GRAVE STONE (TYP)

UP# PECO 76802A

SSMH "A"

RIM=292.88

INV=COULD NOT OPEN

DECIDUOUS

DBH=3.6' DIA

DRIPLINE=70' DIA

266 267

257 258 25

276 277 278

283284

284284284

287287287

288288288

289289289

292293 293

SECTION

MARKER

CATCH BASIN

TOP=266.31

BOT=263.41

CATCH BASIN

TOP=265.29

BOT=262.59

8" TC PIPE

12" TC PIPE

CATCH BASIN

TOP=253.76

BOT=249.56

CATCH BASIN

TOP=254.61

BOT=248.71

CATCH BASIN

TOP=270.23

BOT=268.03

CATCH BASIN

TOP=268.90

BOT=INVERT UNKNOWN

CATCH BASIN

TOP=267.88

BOT=264.98

CATCH BASIN

TOP=260.56

BOT=COULD NOT MEASURE

CATCH BASIN

TOP=260.57

BOT=COULD NOT MEASURE

CATCH BASIN

TOP=279.36

BOT=277.06

CATCH BASIN

TOP=278.21

BOT=275.41

CATCH BASIN

TOP=279.49

BOT=276.79

SSMH "B"

RIM=289.54

INV=COULD NOT OPEN

TO RODNEY STREET

CATCH BASIN

TOP=268.12

BOT=COULD NOT MEASURE

CATCH BASIN

TOP=266.56

BOT=264.16

CATCH BASIN

TOP=265.88

BOT=263.38

CATCH BASIN

TOP=270.35

BOT=267.65

CATCH BASIN

TOP=257.19

BOT=255.04

CATCH BASIN

TOP=NOT LOCATED

BOT=TOP-2.80'

CATCH BASIN

TOP=260.95

BOT=257.25

CATCH BASIN

TOP=261.69

BOT=257.54

CATCH BASIN

TOP=259.71

BOT=256.76

CATCH BASIN

TOP=NOT LOCATED

BOT=TOP-1.75'

CATCH BASIN

TOP=264.65

BOT=261.15

CATCH BASIN

TOP=264.42

BOT=261.52

CATCH BASIN

TOP=263.24

BOT=258.94

CATCH BASIN

TOP=263.16

BOT=259.26

8" TC PIPE

FLAT GRAVESTONE

AREA (TYP)

CONSTRUCTION

ACCESS

SAWCUT AND REMOVE EXISTING

CONCRETE GUTTER TO ALLOW

INSTALLATION OF NEW STORM

DRAIN AND CURB. REFER TO L-500

FOR UTILITY WORK.

REFER TO L-101 FOR

REQUIREMENTS

SAWCUT AND REMOVE EXISTING

CONCRETE CURB AND GUTTER TO

ALLOW INSTALLATION OF NEW

STORM DRAIN AND CURB. REFER

TO L-500 FOR UTILITY WORK.

SAWCUT

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00

20+00

21+00

22+00

23+00

24+00

25+00

26+00

27+00

28+00

29+00

BP:0+00.00

EP:29+80.76

PI:8+92.25

PI:14+90.54 PI:24+96.16

0+50

1+50

2+50

3+50

4+50

5+50

6+50

7+50

8+50

9+50

10+50

11+50

12+50

13+50

14+50

15+50

16+50

17+50

18+50

19+50

20+50

21+50

22+50

23+50

24+50

25+50

26+50

27+50

28+50

29+50

CROWN DRIP LINE OR OTHER LIMIT OF

TREE PROTECTION AREA. SEE

PLANS FOR FENCE ALIGNMENT.

4' -0

SECTION VIEW

KEEP OUT

TREE PROTECTION

AREA

NOTES:

1. SEE SPECIFICATIONS AND NOTES ON

PLANS FOR ADDITIONAL TREE

PROTECTION REQUIREMENTS.

2. NO PRUNING SHALL BE PERFORMED

EXCEPT BY APPROVED ARBORIST.

3. NO EQUIPMENT SHALL OPERATE INSIDE

THE PROTECTIVE FENCING INCLUDING

DURING FENCE INSTALLATION AND

REMOVAL.

4. CONTRACTOR TO MAINTAIN FENCING.

TREE PROTECTION FENCE:

HIGH DENSITY

POLYETHYLENE FENCING

WITH 3.5" X 1.5" OPENINGS;

COLOR: ORANGE. STEEL

POSTS INSTALLED AT 8' O.C.

MAINTAIN EXISTING GRADE

WITH THE TREE PROTECTION

FENCE UNLESS OTHERWISE

INDICATED ON THE PLANS.

2" X 6' STEEL POSTS

24" X 18"

SIGN

LAMINATED IN

PLASTIC SPACED

EVERY 50'

ALONG THE

FENCE.

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

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9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

P E N N S Y L V A N I A

R E

G I S

T E

R E D

L A N D S C A P E

A R C

H I T

E C

T

REGISTRATION

STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER

KCI Technologies INC.

317-348-1000

ELECTRICAL ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR 412-321-6362

D-101

BID SET

Renovate Site & Repair/Restore Historic Structure

819CM3006

MAY 16, 2019 MAS

SITE DEMOLITION PLAN

Philadelphia National Cemetery 6909 Limekiln Pike, Philadelphia, PA 19138

KR

SHRUBS/ LANDSCAPING

TO BE DEMOLISHED

MILL AND REMOVE EXISTING

BITUMINOUS SURFACE

TREE PROTECTION FENCE

SYMBOL DETAIL

REFERENCE

N/A

8' HT. TEMPORARY CHAIN LINK

CONSTRUCTION FENCE

N/A

DEMOLITION LEGEND

DEMOLISH PAVING

(FULL DEPTH)

REFER TO

L-201

N/A

TEMPORARY GRAVEL SURFACE

- GEOTEXTILE WITH 6" DEPTH

AASHTO #1 STONE

N/A

4' HT. TEMPORARY CHAIN LINK

FENCE

N/A

1. CONTRACTOR SHALL NOT WORK

UPON OR STORE ANY MATERIALS

ON OCCUPIED GRAVE PLOTS.

DESIGNATED LIMITED ACCESS

ROUTES ARE INDICATED ON THE

PLANS.

2. PROTECT ALL EXISTING

GRAVESITES, HEADSTONES, AND

FLAT MARKERS FROM DAMAGE DUE

TO CONSTRUCTION OPERATIONS.

3. MONUMENT PROTECTION SHALL BE

INSTALLED IMMEDIATELY PRIOR TO

DEMOLITION OR CONSTRUCTION

ACTIVITIES OCCURING WITHIN 10'

OF EXISTING MONUMENTS AND

SHALL BE REMOVED IMMEDIATELY

AFTER DEMOLITION OR

CONSTRUCTION NEAR THE

MONUMENT IS COMPLETE.

3. HEADSTONE COVERS SHALL BE

CONSTRUCTED OF ½-INCH THICK

PLYWOOD AND SHALL

COMPLETELY ENCASE

HEADSTONES ADJACENT TO THE

WORK AREA WITHOUT DAMAGING

THEM.

4. COVER FLAT MARKERS WITH 1-INCH

THICK PLYWOOD TO PROTECT

THEM FROM INCIDENTAL DAMAGE.

GRAVESITE PROTECTION NOTES

EXAMPLE OF HEADSTONE COVER

1. ALL TREES NOT INDICATED TO BE REMOVED ARE TO BE PROTECTED FROM

DAMAGE DUE TO CONSTRUCTION OPERATIONS.

2. TRUNK PROTECTION - FOR TREES OVER 6 INCH DBH: PROTECT THE TRUNK OF

THE TREE FROM ACCIDENTAL MECHANICAL DAMAGE FROM ADJACENT

CONSTRUCTION WORK BY ATTACHING LUMBER TO THE TRUNK WITH NYLON

WEBBING STRAPS. DO NOT USE NAILS OR BOLTS.

3. PROTECTION ZONE: THE AREA DEFINED BY THE DRIP LINE OF THE OUTER

EXTENT OF THE CANOPY OF A TREE OR WITHIN THE TREE PROTECTION FENCE

AREA AS SHOWN ON PLANS, WHICHEVER IS LARGER.

4. ACTIVITIES PROHIBITED WITHIN DRIPLINES/PROTECTION ZONES:

4.1. STORAGE OF ANY CONSTRUCTION MATERIALS, EQUIPMENT, STOCKPILING,

EXCAVATION OR FILL, SOIL, GRAVEL, TRASH, TOOLS, STONES, FENCING

ETC., EXCEPT IN DESIGNATED AREAS AS APPROVED BY THE GOVERNMENT.

4.2. EQUIPMENT OR VEHICLE PARKING, EXCEPT IN DESIGNATED AREAS AS

APPROVED BY THE GOVERNMENT.

4.3. VEHICULAR TRAFFIC WITHOUT PROPER CONSTRUCTION MATTING.

4.4. MASONRY SET UP, CLEAN UP OR WASHOUT.

4.5. DUMPING OF ANY CHEMICALS, (I.E. PAINT THINNER FROM CLEANING

BRUSHES), WASH-OUT MATERIALS FROM CLEANING EQUIPMENT,

CONCRETE OR MORTAR REMAINDER, TRASH, GARBAGE, OR DEBRIS OF ANY

KIND.

5. ROOT ZONE PROTECTION:

5.1. IN GENERAL, VEHICLE TRAFFIC IS PROHIBITED IN PROTECTION ZONES,

EXCEPT IN EXISTING PAVED AREAS AS APPROVED BY OWNER. IF

EQUIPMENT ACCESS IS REQUIRED THROUGH PROTECTION ZONES,

PROVIDE THE FOLLOWING:

5.1.1. VEHICLES AND EQUIPMENT CONSTRUCTION MATTING: GEOTEXTILE

FABRIC WITH 8-INCH THICKNESS OF COARSELY SHREDDED WOOD

CHIPS ON TOP. RESPREAD OR ADD MULCH AS NEEDED TO MAINTAIN

THE SPECIFIED THICKNESS.

5.1.2. PEDESTRIAN TRAFFIC AND SHORT TERM (ONE DAY) MATERIAL

STAGING: DURING MASONRY AND FENCE INSTALLATION, PROTECT SOIL

AND LAWN AREAS WITHIN PROTECTION ZONES WITH 1-INCH THICK

PLYWOOD.

5.2. COMPLETELY REMOVE ALL CONSTRUCTION MAT MATERIALS AS SOON AS

POSSIBLE.

6. GRADING. IN GENERAL, GRADING AND EXCAVATION IS PROHIBITED WITHIN

PROTECTION ZONES, EXCEPT IN EXISTING PAVED AREAS. IF UNAVOIDABLE,

EXCAVATION SHALL BE CONDUCTED USING TUNNELLING/BORING, HAND

DIGGING, HYDRAULIC EXCAVATION, OR PNEUMATIC EXCAVATION (AIR SPADE) IN

ORDER TO LOCATE ROOTS PRIOR TO DAMAGING THEM.

6.1. IF ROOTS OVER 2” DIAMETER ARE ENCOUNTERED:

6.1.1. PROTECT EXPOSED ROOTS BY IMMEDIATELY WRAPPING WITH WET

BURLAP AND KEEP MOIST. DO NOT LEAVE THE TRENCH OPEN FOR

LONGER THAN 4 HOURS, QUICKLY REPLACE THE SOIL AND SOAK WITH

WATER TO PACK.

6.1.2. IF POSSIBLE, LEAVE ROOTS IN PLACE.

6.2. IF UNAVOIDABLE, CONDUCT ROOT PRUNING BY CUTTING EXPOSED ROOTS

CLEANLY WITH A WHEEL SAW, RECIPROCATING SAW OR SMALL PRUNING

SAW. CONTRACTOR SHALL NOT RIP, CHOP, OR TEAR ROOTS.

7. ALL PRUNING, TREE REMOVALS, ROOT PRUNING, AND FERTILIZATION REQUIRED

SHALL BE PERFORMED BY A LICENSED ARBORIST.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COSTS OF REMEDIAL

MEASURES FOR TREES DAMAGED BY CONSTRUCTION ACTIVITIES, INCLUDING

BUT NOT LIMITED TO PRUNING, TREATMENTS, TREE REMOVAL, AND

REPLACEMENT WITH A MINIMUM SIX INCH CALIPER TREE OF THE SAME

SPECIES, AT NO ADDITIONAL COST TO THE GOVERNMENT.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND

MAINTENANCE OF ALL TREE PROTECTION FENCING. PROTECTIVE FENCING

SHALL REMAIN UNDISTURBED UNTIL ALL CONSTRUCTION ACTIVITIES HAVE BEEN

COMPLETED. IF PROTECTIVE FENCING IS DAMAGED, THE CONTRACTOR SHALL

IMMEDIATELY EXECUTE THE NECESSARY REPAIRS TO RE-ESTABLISH THE

PROTECTIVE FENCING TO ORIGINAL CONFIGURATIONS. THE CONTRACTOR

SHALL REMOVE FENCING UPON COMPLETION OF CONSTRUCTION.

10. CONTRACTOR IS RESPONSIBLE FOR KEEPING LAWN MOWED INSIDE TREE

PROTECTION FENCE IF LEFT IN PLACE FOR MORE THAN ONE WEEK.

TREE PROTECTION NOTES

1. CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN UNLESS SPECIFICALLY

INDICATED OTHERWISE.

2. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE LAWS,

ORDINANCES, AND CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY

APPLICABLE PERMITS.

3. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE INDIVIDUAL

CONTRACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE

CONTRACTING OFFICER'S REPRESENTATIVE ANY DEFICIENCIES. THE

CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY

THE DOCUMENTS AND IMMEDIATELY REPORT ANY DEFICIENCIES. CONTRACTOR

TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROPOSED POINT OF

CONNECTION (P.O.C.) LOCATIONS AND REPORT ANY DISCREPANCY TO THE

CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY.

4. NOTIFY UTILITY LOCATOR SERVICE (PA ONE CALL) AT LEAST 3 WORKING DAYS

PRIOR TO ANY DIGGING OR EXCAVATION.

5. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF

CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION EFFORTS WITH

CONTRACTING OFFICER'S REPRESENTATIVE'S REQUIREMENTS.

6. MATERIALS INDICATED TO BE DEMOLISHED AND WASTE MATERIALS

ENCOUNTERED IN THE WORK SHALL BE LEGALLY DISPOSED OF OFF SITE BY

CONTRACTOR.

7. PROTECT EXISTING WALLS, PLAQUES, SIGNS, HISTORIC ELEMENTS, FENCING,

GATES, LANDSCAPING, IRRIGATION, BENCH MARKS, UTILITIES, SIDEWALKS,

PAVING AND CURBS FROM EQUIPMENT, VEHICULAR TRAFFIC AND GENERAL

CONSTRUCTION ACTIVITIES. DAMAGED ITEMS INTENDED TO REMAIN SHALL BE

REPLACED OR REPAIRED AT NO EXPENSE TO THE GOVERNMENT. DISTURBED

AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. ANY EXISTING LAWN

AREAS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED WITH

SOD (NOT SEED).

8. PROTECT ALL EXISTING TREES.

9. PROTECT GRAVESITES AND MONUMENTS.

10. MAINTAIN PUBLIC ACCESS TO GRAVESITES AT ALL TIMES DURING

CONSTRUCTION. OBTAIN CONTRACTING OFFICER'S REPRESENTATIVE'S

APPROVAL IF RESTRICTING ACCESS IS NECESSARY FOR PUBLIC SAFETY

DURING DEMOLITION OR CONSTRUCTION. PROVIDE TEMPORARY BARRICADES,

FENCING, TRAFFIC CONTROL AND SIGNAGE AS NEEDED TO MAINTAIN PUBLIC

SAFETY DURING CONSTRUCTION.

11. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY ONCE ON DRAWINGS,

BUT APPLY TO ALL SIMILAR CONDITIONS WHERE NEW CONSTRUCTION OCCURS

TO FULFILL THE INTENT OF THE DRAWINGS.

GENERAL NOTESKEYED NOTES

ACCESS ROUTE FOR REHABILITATION WORK. REFER TO GRAVESITE

PROTECTION NOTES AND TREE PROTECTION NOTES. WHEN WORK IN THIS

AREA IS COMPLETE, REMOVE ALL GRAVEL AND CONSTRUCTION MATERIALS

AND RESTORE TO PRECONSTRCTION CONDITION. REFER TO

SPECIFICATIONS.

FOR DEMOLITION WORK AT ROSTRUM REFER TO ARCHITECTURAL

DRAWINGS

FOR WALL AND FENCE DEMOLITION WORK REFER TO SHEETS L-301 THRU

L-313.

PROTECT EXISTING SIDEWALKS, CURBS, PUBLIC ROADWAYS TO REMAIN. IF

SIDEWALK IS TO BE CLOSED OR STREET OCCUPIED DUE TO CONSTRUCTION

WORK, PROVIDE TRAFFIC CONTROL PLAN AND OBTAIN ANY REQUIRED

PERMITS.

PRIVATE PROPERTY - NO ACCESS FROM RODNEY ST.

PROVIDE TEMPORARY BARRICADE 4' HEIGHT CHAIN LINK FENCE ON HIGH

SIDE OF WALL ON CEMETERY PROPERTY. BARRICADE SHALL PREVENT

PUBLIC FROM ENTERING THE CEMETERY OR FALLING OVER THE WALL.

NOTE: REFER TO CONSTRUCTION DETAIL SHEETS FOR DETAIL(S). REFER

TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

SCALE:

TREE PROTECTION FENCE

1/4" = 1'-0"

D-101

AutoCAD SHX Text Scale: 1" = 40'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text North

AutoCAD SHX Text

D-101

© 2019 Microsoft Corporation © 2019 HERE

SITE

FH

EM

EB

EB

WV

CO CO FH CO

WV

EM

WV

WATER METERVAULT

TOP=271.68

INV=266.74

SSMH "A"

RIM=292.88

INV=COULD NOT OPEN

SSMH "B"

RIM=289.54

INV=COULD NOT OPEN

WV

WV

CATCH BASIN

TOP=254.61

BOT=248.71

CATCH BASIN

TOP=253.76

BOT=249.56

CATCH BASIN

TOP=275.79

BOT=273.14

CATCH BASIN

TOP=274.63

BOT=271.38CATCH BASIN

TOP=266.31

BOT=263.41

CATCH BASIN

TOP=265.29

BOT=262.59

CATCH BASIN

TOP=259.58

BOT=256.63

CATCH BASIN

TOP=258.99

BOT=255.89

CATCH BASIN

TOP=255.36

BOT=250.51

CATCH BASIN

TOP=255.55

BOT=251.45

CATCH BASIN

TOP=256.09

BOT=253.59

CATCH BASIN

TOP=255.96

BOT=253.41

CATCH BASIN

TOP=257.55

BOT=255.25

CATCH BASIN

TOP=257.19

BOT=255.04

CATCH BASIN

TOP=259.71

BOT=256.76

CATCH BASIN

TOP=260.95

BOT=257.25

CATCH BASIN

TOP=261.69

BOT=257.54

CATCH BASIN

TOP=263.16

BOT=259.26

CATCH BASIN

TOP=263.24

BOT=258.94

CATCH BASIN

TOP=264.42

BOT=261.52

CATCH BASIN

TOP=264.65

BOT=261.15

CATCH BASIN

TOP=265.88

BOT=263.38

CATCH BASIN

TOP=266.56

BOT=264.16

CATCH BASIN

TOP=267.88

BOT=264.98

CATCH BASIN

TOP=260.56

BOT=COULD NOT

MEASURECATCH BASIN

TOP=260.57

BOT=COULD NOT

MEASURE

CATCH BASIN

TOP=268.12

BOT=COULD NOT

MEASURE

CATCH BASIN

TOP=268.90

BOT=INVERT

UNKNOWN

CATCH BASIN

TOP=270.23

BOT=268.03

CATCH BASIN

TOP=270.35

BOT=267.65

CATCH BASIN

TOP=276.93

BOT=273.63

CATCH BASIN

TOP=278.21

BOT=275.41

CATCH BASIN

TOP=279.49

BOT=276.79

CATCH BASIN

TOP=279.36

BOT=277.06

6" PIPE

" PIPE

" PIPE

8" TC

PIPE

6" PIPE

" TC

PIPE

6" TC

PIP

E

6" TC PIPE

8" TC PIPE

6" TCPIPE

8" TC PIPE

8" TC PIPE

6" TCPIPE

8" TC PIPE

6" TCPIPE

8" TC

PIPE

6" TCPIPE

6"

TC

PIP

E

12" DI

PIPE

8" TCPIPE

8" TCPIPE

8" TCPIPE

6" TCPIPE

8" TCPIPE

8" T C

PIP

E

6" TCPIPE

6" TCPIPE

CATCH BASIN

TOP=NOT

LOCATED

BOT=TOP-1.75'

CATCH BASIN

TOP=NOT LOCATED

BOT=TOP-2.80'

LP

CATCH BASIN

TOP=255.84

BOT=246.89

S57°25'58"W

N °1

'0

"W

MON FND

GRANITE MON FND

CO

MAG

GRANITE MON FND

.0

60.00'

.0

STONEPLAQUE

STONEPLAQUE

FLAG POLE PAD

SECTION

MARKER

SECTION

MARKER

SECTION

MARKER

SECTION

MARKER

SECTION

MARKER

PLAQUE

SPIGOT

SPIGOT

SPIGOT

SPIGOT

TRAFFIC

SIGNALPOLE

TRAFFIC

SIGNALPOLE

OVERFLOW

DRAIN

ROCK

MAINTENANCE

BUILDING

1.09' X 0.33'

UPRIGHT

GRAVE STONE(TYP)

1.09' X 0.33'

UPRIGHT GRAVE

STONE (TYP)

FLAT GRAVE

STONE (2' X 1')

AREA (TYP)

UPRIGHT GRAVE

STONE AREA (TYP)

FLAT GRAVE

STONE (2' X 1')

AREA (TYP)

UPRIGHT

GRAVE STONE

AREA (TYP)

UPRIGHT

GRAVE STONE

AREA (TYP)

OVERFLOW

DRAIN

DECIDUOUS

DBH=3.5' DIA

DRIPLINE=50' DIA

DECIDUOUS

DBH=1.8' DIA

DRIPLINE=30' DIA

DECIDUOUS

DBH=3.6' DIA

DRIPLINE=70' DIA

DECIDUOUS

DBH=5.0' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=6.6' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=4.3' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=2.8' DIA

DRIPLINE=40' DIADECIDUOUS

DBH=2.5' DIA

DRIPLINE=20' DIA

DECIDUOUS

DBH=2.1' DIA

DRIPLINE=20' DIA

DECIDUOUS

DBH=2.6' DIA

DRIPLINE=30' DIA

DECIDUOUS

DBH=1.8' DIA

DRIPLINE=20' DIA

DECIDUOUS

DBH=2.3' DIA

DRIPLINE=20' DIA

DECIDUOUS

DBH=3.1' DIA

DRIPLINE=50' DIA

DECIDUOUS

DBH=2.9' DIA

DRIPLINE=25' DIA

DECIDUOUS

DBH=3.0' DIA

DRIPLINE=30' DIA

UP# 22455C

UP# 40764D

UP# PECO 76802A

UP# PECO 24588

UP# PECO 76804A

UP NO # UP# 76399A

UP# 75150A

UP# PECO 16933

UP# PECO 16934

UP# PECO 46315

UP# 16935

UP# PHL ELEC CO. 16939

G-25-5-10

UP# 46314B

DECIDUOUS

DBH=4.6' DIA

DRIPLINE=42'

DIA

CONIFEROUS

DBH=3.8' DIA

DRIPLINE=14'

DIA

DECIDUOUS

DBH=3.8' DIA

DRIPLINE=47' DIA

DECIDUOUS

DBH=3.6' DIA

DRIPLINE=50' DIA

CONIFEROUS

DBH=3.5' DIA

DRIPLINE=30' DIA

CONIFEROUS

DBH=2.1' DIA

DRIPLINE=28' DIA

CONIFEROUS

DBH=2.1' DIA

DRIPLINE=26' DIA

CONIFEROUS

DBH=1.9' DIA

DRIPLINE=25' DIA

CONIFEROUS

DBH=1.8' DIA

DRIPLINE=40' DIA

CONIFEROUS

DBH=2.4' DIA

DRIPLINE=43' DIA

DECIDUOUS

DBH=1.8' DIA

DRIPLINE=22' DIA

DECIDUOUS

DBH=2.8' DIA

DRIPLINE=20' DIA

DECIDUOUS

DBH=4.4' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=1.5' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=1.1' DIA

DRIPLINE=20' DIA

DECIDUOUS

DBH=2.0' DIA

DRIPLINE=30' DIA

DECIDUOUS

DBH=3.2' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=1.3' DIA

DRIPLINE=30' DIA

DECIDUOUS

DBH=3.5' DIA

DRIPLINE=30' DIA

DECIDUOUS

DBH=3.2' DIA

DRIPLINE=30' DIA

DECIDUOUS

DBH=4.5' DIA

DRIPLINE=30' DIA

DECIDUOUS

DBH=1.3' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=1.8' DIA

DRIPLINE=20' DIA

DECIDUOUS

DBH=2.2' DIA

DRIPLINE=30' DIA

DECIDUOUS

DBH=3.0' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=5.2' DIA

DRIPLINE=60' DIA

DECIDUOUS

DBH=5.2' DIA

DRIPLINE=50' DIA

DECIDUOUS

DBH=4.3' DIA

DRIPLINE=50' DIA

DECIDUOUS

DBH=2.8' DIA

DRIPLINE=50' DIA

DECIDUOUS

DBH=3.0' DIA

DRIPLINE=50' DIA

DECIDUOUS

DBH=5.0' DIA

DRIPLINE=50' DIA

DECIDUOUS

DBH=4.1' DIA

DRIPLINE=50' DIA

SECTION

MARKER

SECTION

MARKER

SECTION

MARKER

SECTION

MARKER

SECTION

MARKER

SECTION

MARKER

SECTION

MARKER

SECTION

MARKER

SECTION

MARKER

MONUMENT

967.23'

.9

S °4

'4

"E

N59°24'29"E

1002.62'

.2

DECIDUOUS

DBH=1.5' DIA

DRIPLINE=22' DIA

DECIDUOUS

DBH=3.9' DIA

DRIPLINE=50' DIA

SECTION

MARKER

FLAT GRAVE

STONE AREA

(TYP)

PROPERTY CORNER

IRON PIN W/ CAP SET

N:

274375.8645

E:

2694561.0914

PROPERTY CORNER

IRON PIN W/ CAP SET

N:

274884.8394

E:

2694239.1166

PROPERTY CORNER

MAGNAIL SET

N:

274896.5116

E:

2695376.2348

P.O.B.

PROPERTY CORNER

IRON PIN W/ CAP SET

N:

275395.0953

E:

2695102.1857

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

S57°25'58"W

60.00'

8.97' 9.36'

MACADAM

M A

C A

D A

M M

A C

A D

A M

MACADAM

M A

C A

D A

M

MACADAM

MACADAM MACADAM

MACADAM

MACADAM

MACADAM

CONCRETE

STONE WALL

WITH METAL FENCE

STONE WALL

WITH METAL FENCE

STONE WALL

WITH METAL FENCE

STONE WALL

WITH METAL FENCE

3220.00CPS

3400.00CPS

3410.00CPS

3590.00MNS

N57°25'58"E

55.12'

N59°24'29"E 55.03'

E. HAINES ST

50' WIDE R.O.W.

E. HAINES ST

50' WIDE R.O.W.

LIM

E

K

ILN

P

IK

E 60' W

ID

E

R .O

.W

LIM

E

K

ILN

P

IK

E 60' W

ID

E

R .O

.W

ANDREWS AVE

60' WIDE R.O.W.

ANDREWS AVE

60' WIDE R.O.W.

W O

O

LS

TO

N A

V E

TWO 12"

VCP PIPES

R O

D N

EY S

T ' W

ID

E R

.O .W

R O

D N

EY S

T ' W

ID

E R

.O .W

EXISTING EDGE OF PAVEMENT

(TYP.)

EXISTING ROLL CURB

(TYP.)

EXISTING EDGE OF PAVEMENT

(TYP.)

EXISTING ROLL CURB

(TYP.)

FILTER BAG INLET PROTECTION

(SEE DETAIL SHEET L-102)

EXISTING STANDARD INLETS.

FILTER BAG INLET PROTECTION

(SEE DETAIL SHEET L-102)FILTER BAG INLET PROTECTION

(SEE DETAIL SHEET L-102)

FILTER BAG INLET PROTECTION

(SEE DETAIL SHEET L-102)

FILTER BAG INLET PROTECTION

(SEE DETAIL SHEET L-102)

SILT FENCE INLET PROTECTION

(SEE DETAIL SHEET L-102)

SILT FENCE INLET PROTECTION

(SEE DETAIL SHEET L-102)

SILT FENCE INLET PROTECTION

(SEE DETAIL SHEET L-102)

SILT FENCE INLET PROTECTION

(SEE DETAIL SHEET L-102)

SILT FENCE INLET PROTECTION

(SEE DETAIL SHEET L-102)

SILT FENCE INLET PROTECTION

(SEE DETAIL SHEET L-102)

SILT FENCE INLET PROTECTION

(SEE DETAIL SHEET L-102)

SILT FENCE INLET PROTECTION

(SEE DETAIL SHEET L-102)

SILT FENCE INLET PROTECTION

(SEE DETAIL SHEET L-102)

SILT FENCE INLET PROTECTION

(SEE DETAIL SHEET L-102)

SILT FENCE INLET PROTECTION

(SEE DETAIL SHEET L-102)

SILT FENCE INLET PROTECTION

(SEE DETAIL SHEET L-102)

SILT FENCE INLET PROTECTION

(SEE DETAIL SHEET L-102)

SILT FENCE INLET PROTECTION

(SEE DETAIL SHEET L-102)

1,050 SF OF DISTURBANCE

DIRECTIONAL DRILL STAGING AREA

8,805 SF OF DISTURBANCE

STABILIZED

CONSTRUCTION

ENTRANCE

PROPOSED STANDARD INLET.

FILTER BAG INLET PROTECTION

(SEE DETAIL SHEET L-102)

LIMIT OF

DIRECTIONAL DRILL,

OPEN CUT FROM

HERE TO EXISTING

METER PIT

EXISTING METER PIT

TO REMAIN

U.S. DEPARTMENT OF VETERAN AFFAIRS

PHILADELPHIA NATIONAL CEMETERY

EROSION AND SEDIMENT CONTROL PLANS

3,505 SF OF DISTURBANCE

92 SF OF DISTURBANCE

SOIL STOCKPILE

MAX HEIGHT: 10'

MAX SLOPE: 2H:1V

CONCRETE

WASHOUT

DO NOT DISTURB EXISTING

GSWI RAIN GARDEN

DO NOT DISTURB EXISTING

GSWI RAIN GARDEN

DO NOT DISTURB EXISTING

GSWI RAIN GARDEN DO NOT DISTURB EXISTING

GSWI RAIN GARDEN

WHEN INSTALLING

WATER SERVICE IN

OPEN CUT, BACKFILL

AND STABILIZE WITH

SOD DAILY.

1,350 SF OF DISTURBANCE

LO

D

257 258 25

26526 3 26

L-101

EROSION AND SEDIMENTATION

CONTROL PLAN

NOTES:

1. ALL DISTURBED AREAS NOT IN PAVING SHALL BE STABILIZED WITH SOD AT THE END OF

EACH SHIFT.

2. EXISTING CATCH BASIN GRATES SHALL BE WRAPPED IN SILT FENCE (EXISTING GRATES

AND BASINS ARE 10" X 10" UNLESS OTHERWISE SHOWN - SEE DETAIL SHEET L-102

#4-16A). AFTER BASINS HAVE BEEN REPLACED WITH STANDARD BASINS, USE FILTER

BAG INLET PROTECTION (SEE DETAIL SHEET L-102 #4-16).

3. DUE TO THE CLOSE PROXIMITY OF GRAVE SITES TO THE EXISTING ROADWAY,

CONSTRUCTION EQUIPMENT WILL REMAIN ON ROADWAY AT ALL TIMES EXCEPT FOR

ACCESSING THE STAGING AREA.

4. FILTER LOGS ARE PROPOSED FOR THE LAYDOWN AREA. ANY DISTURBANCE OUTSIDE

THE PAVING AND LAYDOWN AREA WILL BE STABILIZED WITH SOD AT THE END OF EACH

SHIFT.

5. DEWATERING WITH WATER FILTER BAG IS NOT PROPOSED DUE TO LOW GROUND

WATER LEVELS AND SHALLOW STORMDRAIN PIPE.

6. EXISTING STORM DRAIN TIES DIRECTLY INTO THE CITY OF PHILADELPHIA STORM DRAIN

SYSTEM; THEREFORE, ROCK OUTLET PROTECTION DOES NOT EXIST ON SITE AND IS NOT

PROPOSED.

7. AN INDUSTRIAL WASTE PERMIT WILL BE REQUIRED SHOULD PUMPING TO CITY-OWNED

INFRASTRUCTURE BECOME NECESSARY DURING CONSTRUCTION.

8. DUE TO THE SITE BEING SURROUNDED WITH RETAINING WALLS, INLET PROTECTION IS

NOT PROPOSED TO BE PROVIDED FOR ALL INLETS OWNED BY PHILADELPHIA WATER

DEPARTMENT (PWD) THAT ARE LOCATED WITHIN ONE BLOCK OF THE PROJECT SITE.

9. PWD IS NOT RESPONSIBLE FOR ANY CLEANING OR REPAIRS NEEDED ON CITY-OWNED

INFRASTRUCTURE DUE TO FAILURE OF ANY EROSION AND SEDIMENT CONTROL

PRACTICES. THE RESPONSIBLE PARTY WILL BE THE CONTRACTOR.

10. INSPECTION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL BEST

MANAGEMENT PRACTICES SHALL OCCUR ON A WEEKLY BASIS, BEFORE ANY

ANTICIPATED PRECIPITATION EVENTS, AND AFTER ALL PRECIPITATION EVENTS.

11. THE MAXIMUM HEIGHT FOR STOCKPILES AREAS SHALL BE 20 FEET. THE MAXIMUM SIDE

SLOPE FOR STOCKPILE AREAS SHALL NOT EXCEED 2:1

12. THE ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY MAINTAINED

ON-SITE. A STOCKPILE SHALL BE MAINTAINED ON-SITE FOR THIS PURPOSE. AT THE END

OF EACH CONSTRUCTION DAY, ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL

BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE. IN NO CASE SHALL THE

SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE DITCH, STORM

SEWER, OR SURFACE WATER.

13. FILTER LOGS SHOULD BE INSTALLED AT LEVEL GRADE. BOTH ENDS OF EACH LOG

SECTION SHOULD BE EXTENDED AT LEAST 8 FEET UPSLOPE AT 45 DEGREES TO THE

MAIN BARRIER ALIGNMENT. SUPPORT STAKES SHALL BE SPACED AT A MAXIMUM OF 4

FEET. SEDIMENT MUST BE REMOVED WHEN ACCUMULATIONS REACH ½ THE ABOVE

GROUND HEIGHT OF THE FILTER FENCE.

14. ANY FILTER LOG SECTION WHICH HAS BEEN UNDERMINED OR TOPPED MUST BE

IMMEDIATELY REPLACED WITH A ROCK FILTER OUTLET. SEDIMENT MUST BE REMOVED

WHEN ACCUMULATIONS REACH 1/3 THE HEIGHT OF THE OUTLET.

15. EROSION CONTROL BLANKETING SHALL BE INSTALLED ON ALL SLOPES 3H:1V OR

STEEPER WITHIN 50 FEET OF A SURFACE WATER AND ON ALL OTHER DISTURBED AREAS

SPECIFIED ON THE PLAN MAPS AND/OR DETAIL SHEETS.

16. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE

POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE

OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO

MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND NOTIFY PWD

AND PA DEP.

17. UNTIL THE SITE IS STABILIZED, ALL E&S BMPS SHALL BE MAINTAINED PROPERLY.

MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL E&S BMPS PRIOR TO ANY

ANTICIPATED STORM EVENT, AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS.

ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT,

REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING, AND RENETTING, MUST

BE PERFORMED IMMEDIATELY. IF THE E&S BMPS FAIL TO PERFORM AS EXPECTED,

REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE INSTALLED, WILL BE REQUIRED.

18. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING, AS WELL AS CUTS

AND FILLS, SHALL BE DONE IN ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY

OF THE APPROVED DRAWINGS MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES.

PWD SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN PRIOR TO

IMPLEMENTATION OF THOSE CHANGES. PWD MAY REQUIRE A WRITTEN SUBMITTAL OF

THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS DISCRETION.

19. AT LEAST THREE (3) DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES,

OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE CALL

SYSTEM INC. SHALL BE NOTIFIED AT 1-800-242-1776 FOR THE LOCATION OF EXISTING

UNDERGROUND UTILITIES.

20. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE

SEQUENCE PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT SEQUENCE

MUST BE APPROVED IN WRITING BY PWD AND THE PA DEP PRIOR TO IMPLEMENTATION.

21. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO

REMOVE TREES, VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL.

22. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS

DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE. GENERAL SITE

CLEARING, GRUBBING, AND TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY STAGE OF

THE PROJECT UNTIL THE E&S BMPS SPECIFIED BY THE BMP SEQUENCE FOR THAT

STAGE HAVE BEEN INSTALLED AND ARE FUNCTIONING AS DESCRIBED IN THIS E&S PLAN.

23. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE

THE LIMIT OF DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS

MUST BE CLEARLY MARKED AND FENCED OFF BEFORE CLEARING AND GRUBBING

OPERATIONS BEGIN.

24. A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY

DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED

ON THE SITE AND BE MADE AVAILABLE TO PWD AT THE TIME OF INSPECTION.

25. ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF AT AN APPROVED

DISPOSAL SITE.

26. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF

THREE TO FIVE INCHES -- SIX TO 12 INCHES ON COMPACTED SOILS -- PRIOR TO

PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM FOUR

INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL SLOPES SHALL

HAVE A MINIMUM OF TWO INCHES OF TOPSOIL.

27. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE,

SETTLEMENT, SUBSIDENCE, OR OTHER RELATED PROBLEMS. FILL INTENDED TO

SUPPORT BUILDINGS, STRUCTURES, AND CONDUITS, ETC. SHALL BE COMPACTED IN

ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES.

28. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED NINE

INCHES IN THICKNESS.

29. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR

OTHER FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR

PREVENT CONSTRUCTION OF SATISFACTORY FILLS.

30. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY…