36C78619B0007-010.pdf

PDF 12 MB Posted Mar 15, 2019

Attached to: CONTRACT AWARD | CONTRACTOR: HAMILTON PACIFIC CHAMBERLAIN LLC | IFB (FY-19) | MEMPHIS NATIONAL CEMETERY | PROJECT #860IC3027 | RENOVATE SITE AND BUILDINGS TO CORRECT FCA | SUBJCET TO AVAILABILITY OF FY-19 FUNDS. PM: HOMAYOUN
Solicitation number: 36C78619B0007
Issued by: Department of Veterans Affairs National Cemetery Administration

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36C78619B0007 Drawings 860IC3027 - 2.pdf

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36C78619C0085-000.docx	DOCX document	May 9, 2019
36C78619B0007-A0006000.docx	DOCX document	Apr 23, 2019
36C78619B0007-A0006001.pdf	PDF	Apr 23, 2019
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36C78619B0007-A0004003.pdf	PDF	Apr 16, 2019
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36C78619B0007-A0004000.docx	DOCX document	Apr 16, 2019
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36C78619B0007-011.pdf	PDF	Mar 15, 2019
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ALGN - MEMPHIS DRIVE PROFILE

-0+25 0+00

0.4

0.6

1+00

.41

.55

2+00

.46

.44

3+00

.27

.94

4+00

1.3

1.6

5+00

1.7

ALGN - MEMPHIS DRIVE PROFILE

28+50

1.5

29+00

1.8

30+00

2.3

31+00

2.2

32+00

2.3

2.4

33+00

2.5

2.7

34+00

2.4

35+00

2.5

2.4

35+50

2.3

2.2

35+50

2.3

2.2

36+00

2.0

37+00

1.4

1.5

38+00

0.9

1.1

39+00

0.4

0.6

40+00

0.1

41+00

.96

.83

42+00

.97

0.0

-2.79% 2.02%

-5.14%

0.39%0.39%

3.76%

2.07%

HIGH PT STA: 4+44.83

HIGH PT ELEV: 101.83

PVI STA:4+42.57

PVI ELEV:101.84

K:18.45

LVC:9.87

: 4 +3

7.6

: 1

.82

: 4 +4

7.5

: 1

.83

HIGH PT STA: 3+72.60

HIGH PT ELEV: 101.57

PVI STA:3+60.00

PVI ELEV:101.52

K:15.00

LVC:25.20

: 3 +4

7.4

: 1

.26

: 3 +7

2.6

: 1

.57

HIGH PT STA: 3+34.60

HIGH PT ELEV: 100.99

PVI STA:3+19.60

PVI ELEV:100.68

K:17.72

LVC:30.00

: 3 +0

4.6

: 1

.12

: 3 +3

4.6

: 1

.99

LOW PT STA: 0+73.48

LOW PT ELEV: 97.30

PVI STA:0+56.71

PVI ELEV:97.76

K:14.26

LVC:33.54

: 0 +3

9.9

: 9 8.6

: 0 +7

3.4

: 9 7.3

LOW PT STA: 1+47.47

LOW PT ELEV: 95.55

PVI STA:1+44.37

PVI ELEV:95.32

K:8.03

LVC:38.56

: 1 +2

5.0

: 9 5.8

: 1 +6

3.6

: 9 5.7

LOW PT STA: 2+02.50

LOW PT ELEV: 96.49

PVI STA:2+15.00

PVI ELEV:96.74

K:14.31

LVC:25.00

: 2 +0

2.5

: 9 6.4

: 2 +2

7.5

: 9 7.2

-0.75% 0.50%-0.25% 0.25% 0.75%

0.44%

HIGH PT STA: 30+28.45

HIGH PT ELEV: 102.46

PVI STA:30+25.00

PVI ELEV:102.48

K:36.20

LVC:25.00

: 3 0+

.50

: 1

.42

: 3 0+

.50

: 1

.45

HIGH PT STA: 33+43.69

HIGH PT ELEV: 102.81

PVI STA:33+50.00

PVI ELEV:102.83

K:25.17

LVC:25.20

: 3 3+

.40

: 1

.80

: 3 3+

.60

: 1

.74

HIGH PT STA: 35+12.30

HIGH PT ELEV: 102.43

PVI STA:35+11.77

PVI ELEV:102.47

K:31.05

LVC:29.98

: 3 4+

.78

: 1

.39

: 3 5+

.76

: 1

.40

LOW PT STA: 31+16.14

LOW PT ELEV: 102.27

PVI STA:31+16.14

PVI ELEV:102.25

K:50.00

LVC:25.00

: 3 1+

.64

: 1

.28

: 3 1+

.64

: 1

.28

LOW PT STA: 34+46.42

LOW PT ELEV: 102.17

PVI STA:34+43.93

PVI ELEV:102.13

K:19.85

LVC:24.84

: 3 4+

.51

: 1

.22

: 3 4+

.34

: 1

.19

0.20% -0.47%

LOW PT STA: 40+90.69

LOW PT ELEV: 99.82

PVI STA:40+84.59

PVI ELEV:99.80

K:45.88

LVC:30.55

: 4 0+

.32

: 9 9.8

: 4 0+

.87

: 9 9.8

FINISH GRADE

EXISTING GRADE

FINISH GRADE

EXISTING GRADE

FINISH GRADEEXISTING GRADE

LEGEND:

FINISH GRADE (FG)

EXISTING GRADE (EG)

0 40'20'10'

0 10'5'2.5'

VERTICAL:

HORIZONTAL:

FINISH GRADE

EXISTING GRADE

FINISH GRADE

EXISTING GRADE

FINISH GRADE

EXISTING GRADE

.82

+0 0 (

+7 6.7

3 (

+3 2.5

1 (

N.I.C. STA 4+23.76 TO STA 29+09.50

201 DEPOT STREET

ANN ARBOR, MI 48104

734.662.4457 www.smithgroupjjr.com

901 K STREET NW SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawing

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

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CONSULTANTS:

AutoCAD SHX Text

PIC/ADMIN AND MAINT. BLDGS,

AutoCAD SHX Text

AND SITE IMPROVEMENTS

AutoCAD SHX Text

MEMPHIS, TENNESSEE

AutoCAD SHX Text

LAND. ARCH/CIVIL ENG.:

AutoCAD SHX Text

MEMPHIS NATIONAL CEMETERY -

AutoCAD SHX Text

860CM3017C

AutoCAD SHX Text 2016/08/04

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Office of Construction and Facilities Management

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AutoCAD SHX Text Reference

AutoCAD SHX Text Number

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

SECURITY

AutoCAD SHX Text

ARCHITECTURE/STRUC-MECH-ELEC-PLMB ENG

AutoCAD SHX Text

OFFICE OF DESIGN AND CONSTRUCTION

AutoCAD SHX Text Bid Documents

AutoCAD SHX Text

02JUN17

AutoCAD SHX Text

ROAD PROFILES

AutoCAD SHX Text C2.11

AutoCAD SHX Text

ALGN - MEMPHIS DRIVE PROFILE

42+00

.97

0.0

43+00

.91

.89

44+00

.82

.66

45+00

0.0

.91

46+00

0.1

47+00

.96

.79

48+00

0.0

0.2

49+00

0.0

49+00

0.0

50+00

0.2

0.1

51+00

1.5

52+00

2.5

2.6

53+00

1.7

1.8

54+00

0.2

55+00

.79

.73

56+00

.90

.88

56+00

.90

.88

57+00

.94

.92

58+00

0.5

58+50

0.25% -0.47% 0.43% -0.20%-0.30%

HIGH PT STA: 42+29.35

HIGH PT ELEV: 100.07

PVI STA:42+33.35

PVI ELEV:100.10

K:80.00

LVC:40.00

: 4 2+

.35

: 1

.06

: 4 2+

.35

: 1

.04

HIGH PT STA: 45+93.79

HIGH PT ELEV: 100.14

PVI STA:45+98.44

PVI ELEV:100.16

K:41.39

LVC:30.00

: 4 5+

.44

: 1

.12

: 4 6+

.44

: 1

.09

HIGH PT STA: 48+10.50

HIGH PT ELEV: 100.23

PVI STA:48+05.00

PVI ELEV:100.25

K:47.50

LVC:30.00

: 4 7+

.00

: 1

.18

: 4 8+

.00

: 1

.22

LOW PT STA: 43+89.27

LOW PT ELEV: 99.65

PVI STA:43+87.91

PVI ELEV:99.63

K:54.55

LVC:30.00

: 4 3+

.91

: 9 9.6

: 4 4+

.91

: 9 9.6

LOW PT STA: 46+88.04

LOW PT ELEV: 99.77

PVI STA:46+87.33

PVI ELEV:99.74

K:33.10

LVC:30.00

: 4 6+

.33

: 9 9.8

: 4 7+

.33

: 9 9.8

-1.53% 1.42%

0.55%

HIGH PT STA: 51+82.00

HIGH PT ELEV: 102.52

PVI STA:51+60.00

PVI ELEV:102.40

K:50.60

LVC:44.00

: 5 1+

.00

: 1

.09

: 5 1+

.00

: 1

.52

HIGH PT STA: 52+22.42

HIGH PT ELEV: 102.71

PVI STA:52+34.10

PVI ELEV:102.81

K:23.77

LVC:49.50

: 5 2+

.35

: 1

.67

: 5 2+

.85

: 1

.43

LOW PT STA: 49+71.70

LOW PT ELEV: 99.92

PVI STA:49+83.00

PVI ELEV:99.89

K:18.52

LVC:30.00

: 4 9+

.00

: 9 9.9

: 4 9+

.00

: 1

.10

LOW PT STA: 55+38.59

LOW PT ELEV: 98.32

PVI STA:55+35.00

PVI ELEV:98.20

K:15.00

LVC:38.78

: 5 5+

.61

: 9 8.5

: 5 5+

.39

: 9 8.4

1.05% 0.46%

HIGH PT STA: 57+18.56

HIGH PT ELEV: 100.05

PVI STA:57+03.72

PVI ELEV:99.98

K:50.30

LVC:29.68

: 5 6+

.88

: 9 9.8

: 5 7+

.56

: 1

.05

FINISH GRADEEXISTING GRADE

FINISH GRADE

EXISTING GRADE

MATCH EX.

STA:58+26.61

ELEV: 100.46±

LEGEND:

0 40'20'10'

0 10'5'2.5'

VERTICAL:

HORIZONTAL:

FINISH GRADE

EXISTING GRADE

FINISH GRADE

EXISTING GRADE

FINISH GRADE

EXISTING GRADE

FINISH GRADE (FG)

EXISTING GRADE (EG)

201 DEPOT STREET

ANN ARBOR, MI 48104

734.662.4457 www.smithgroupjjr.com

901 K STREET NW SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawing

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

PIC/ADMIN AND MAINT. BLDGS,

AutoCAD SHX Text

AND SITE IMPROVEMENTS

AutoCAD SHX Text

MEMPHIS, TENNESSEE

AutoCAD SHX Text

LAND. ARCH/CIVIL ENG.:

AutoCAD SHX Text

MEMPHIS NATIONAL CEMETERY -

AutoCAD SHX Text

860CM3017C

AutoCAD SHX Text 2016/08/04

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

AutoCAD SHX Text Reference

AutoCAD SHX Text Number

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

SECURITY

AutoCAD SHX Text

ARCHITECTURE/STRUC-MECH-ELEC-PLMB ENG

AutoCAD SHX Text

OFFICE OF DESIGN AND CONSTRUCTION

AutoCAD SHX Text Bid Documents

AutoCAD SHX Text

02JUN17

AutoCAD SHX Text

ROAD PROFILES

AutoCAD SHX Text C2.12

AutoCAD SHX Text

ALGN - MORGAN DRIVE PROFILE

59+75 60+00

1.4

1.6

61+00

0.2

0.1

62+00

.90

.87

63+00

.67

.65

64+00

.54

.44

65+00

.23

.21

66+00

.01

.96

67+00

.80

.71

67+00

.80

.71

68+00

.43

.28

69+00

.76

.67

70+00

0.1

0.0

71+00

0.4

0.0

72+00

0.6

0.5

73+00

0.7

0.8

73+50

0.8

0.9

73+50

0.8

0.9

74+00

0.9

1.0

75+00

0.9

76+00

0.9

0.7

77+00

1.2

1.1

78+00

1.7

1.5

79+00

2.0

80+00

2.2

2.1

80+00

2.2

2.1

81+00

2.4

2.2

81+75

-1.81% -0.30% -0.22%

-0.25%

LOW PT STA: 60+96.76

LOW PT ELEV: 100.17

PVI STA:60+81.76

PVI ELEV:100.21

K:19.85

LVC:30.00

: 6 0+

.76

: 1

.48

: 6 0+

.76

: 1

.17

-0.46% 0.79%

0.20% 0.48% 0.75% 0.25%

HIGH PT STA: 68+44.92

HIGH PT ELEV: 99.57

PVI STA:68+32.10

PVI ELEV:99.54

K:43.48

LVC:25.64

: 6 8+

.28

: 9 9.4

: 6 8+

.92

: 9 9.5

HIGH PT STA: 70+11.28

HIGH PT ELEV: 100.11

PVI STA:70+10.97

PVI ELEV:100.15

K:31.85

LVC:30.00

: 6 9+

.97

: 1

.08

: 7 0+

.97

: 1

.08

HIGH PT STA: 71+70.49

HIGH PT ELEV: 100.48

PVI STA:71+55.49

PVI ELEV:100.45

K:60.00

LVC:30.00

: 7 1+

.49

: 1

.33

: 7 1+

.49

: 1

.48

LOW PT STA: 67+13.66

LOW PT ELEV: 98.68

PVI STA:67+20.50

PVI ELEV:98.66

K:25.36

LVC:26.36

: 6 7+

.32

: 9 8.6

: 6 7+

.68

: 9 8.7

LOW PT STA: 69+06.04

LOW PT ELEV: 99.69

PVI STA:69+21.04

PVI ELEV:99.72

K:106.95

LVC:30.00

: 6 9+

.04

: 9 9.6

: 6 9+

.04

: 9 9.7

LOW PT STA: 70+72.25

LOW PT ELEV: 99.90

PVI STA:70+76.00

PVI ELEV:99.85

K:26.01

LVC:31.51

: 7 0+

.24

: 9 9.9

: 7 0+

.76

: 9 9.9

-0.20%

-0.21%

0.75% 0.46%

HIGH PT STA: 74+12.78

HIGH PT ELEV: 101.07

PVI STA:74+11.11

PVI ELEV:101.09

K:66.67

LVC:30.00

: 7 3+

.11

: 1

.05

: 7 4+

.11

: 1

.06

HIGH PT STA: 79+45.28

HIGH PT ELEV: 102.21

PVI STA:79+39.74

PVI ELEV:102.23

K:44.85

LVC:30.00

: 7 9+

.74

: 1

.16

: 7 9+

.74

: 1

.20

LOW PT STA: 76+17.87

LOW PT ELEV: 100.68

PVI STA:76+26.55

PVI ELEV:100.65

K:31.58

LVC:30.00

: 7 6+

.55

: 1

.68

: 7 6+

.55

: 1

.77

0.28%

FINISH GRADEEXISTING GRADE

FINISH GRADE

EXISTING GRADE

FINISH GRADEEXISTING GRADE

MATCH EX.

STA:61+00.00

ELEV: 101.37±

LEGEND:

0 40'20'10'

0 10'5'2.5'

VERTICAL:

HORIZONTAL:

FINISH GRADE

EXISTING GRADE

FINISH GRADE

EXISTING GRADE

FINISH GRADE

EXISTING GRADE

FINISH GRADE

EXISTING GRADE

+5 8.3

6 (

+0 0 (

ILO

+0 3.7

4 (

+4 7.4

5 (

ILO

FINISH GRADE (FG)

EXISTING GRADE (EG)MATCH EX.

STA:81+32.89

ELEV:±102.35

201 DEPOT STREET

ANN ARBOR, MI 48104

734.662.4457 www.smithgroupjjr.com

901 K STREET NW SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawing

AutoCAD SHX Text Project Number

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AutoCAD SHX Text Drawn

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CONSULTANTS:

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PIC/ADMIN AND MAINT. BLDGS,

AutoCAD SHX Text

AND SITE IMPROVEMENTS

AutoCAD SHX Text

MEMPHIS, TENNESSEE

AutoCAD SHX Text

LAND. ARCH/CIVIL ENG.:

AutoCAD SHX Text

MEMPHIS NATIONAL CEMETERY -

AutoCAD SHX Text

860CM3017C

AutoCAD SHX Text 2016/08/04

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

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AutoCAD SHX Text E

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Office of Construction and Facilities Management

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AutoCAD SHX Text Reference

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AutoCAD SHX Text Revisions:

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AutoCAD SHX Text

SECURITY

AutoCAD SHX Text

ARCHITECTURE/STRUC-MECH-ELEC-PLMB ENG

AutoCAD SHX Text

OFFICE OF DESIGN AND CONSTRUCTION

AutoCAD SHX Text Bid Documents

AutoCAD SHX Text

02JUN17

AutoCAD SHX Text

ROAD PROFILES

AutoCAD SHX Text C2.13

AutoCAD SHX Text

FINISH GRADEEXISTING GRADE

FINISH GRADE

EXISTING GRADE

FINISH GRADE

EXISTING GRADE

+4 7.4

5 (

ILO

+0 3.7

4 (

ALGN - SHILOH CIRCLE PROFILE

82+00

.55

.96

83+00

.22

.16

84+00

.32

.36

85+00

0.3

86+00

1.4

87+00

0.8

0.4

88+00

0.2

0.1

89+00

0.6

0.5

89+00

0.6

0.5

90+00

0.2

0.3

91+00

.48

.50

92+00

.24

.15

93+00

1.11% 0.40%-0.20% 0.20%

-0.42% -1.96%

-0.20%

HIGH PT STA: 86+06.69

HIGH PT ELEV: 101.43

PVI STA:86+00.00

PVI ELEV:101.48

K:19.60

LVC:30.00

: 8 5+

.00

: 1

.31

: 8 6+

.00

: 1

.41

HIGH PT STA: 86+48.04

HIGH PT ELEV: 101.27

PVI STA:86+63.04

PVI ELEV:101.21

K:19.49

LVC:30.00

: 8 6+

.04

: 1

.27

: 8 6+

.04

: 1

.91

LOW PT STA: 83+95.84

LOW PT ELEV: 99.35

PVI STA:84+10.84

PVI ELEV:99.38

K:33.09

LVC:30.00

: 8 3+

.84

: 9 9.3

: 8 4+

.84

: 9 9.5

LOW PT STA: 87+32.46

LOW PT ELEV: 100.11

PVI STA:87+17.46

PVI ELEV:100.14

K:17.02

LVC:30.00

: 8 7+

.46

: 1

.43

: 8 7+

.46

: 1

.11

LOW PT STA: 87+72.26

LOW PT ELEV: 100.04

PVI STA:87+77.30

PVI ELEV:100.02

K:49.81

LVC:30.00

: 8 7+

.30

: 1

.05

: 8 7+

.30

: 1

.08

-0.32% -0.82%

-0.20%

HIGH PT STA: 89+44.87

HIGH PT ELEV: 100.67

PVI STA:89+50.00

PVI ELEV:100.72

K:24.54

LVC:30.00

: 8 9+

.00

: 1

.65

: 8 9+

.00

: 1

.59

LOW PT STA: 91+16.36

LOW PT ELEV: 99.42

PVI STA:91+01.36

PVI ELEV:99.47

K:60.48

LVC:30.00

: 9 0+

.36

: 9 9.6

: 9 1+

.36

: 9 9.4

LOW PT STA: 92+38.00

LOW PT ELEV: 99.05

PVI STA:92+23.00

PVI ELEV:99.08

K:241.31

LVC:30.00

: 9 2+

.00

: 9 9.1

: 9 2+

.00

: 9 9.0

LEGEND:

0 40'20'10'

0 10'5'2.5'

VERTICAL:

HORIZONTAL:

FINISH GRADE (FG)

EXISTING GRADE (EG)

201 DEPOT STREET

ANN ARBOR, MI 48104

734.662.4457 www.smithgroupjjr.com

901 K STREET NW SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawing

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

PIC/ADMIN AND MAINT. BLDGS,

AutoCAD SHX Text

AND SITE IMPROVEMENTS

AutoCAD SHX Text

MEMPHIS, TENNESSEE

AutoCAD SHX Text

LAND. ARCH/CIVIL ENG.:

AutoCAD SHX Text

MEMPHIS NATIONAL CEMETERY -

AutoCAD SHX Text

860CM3017C

AutoCAD SHX Text 2016/08/04

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

AutoCAD SHX Text Reference

AutoCAD SHX Text Number

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

SECURITY

AutoCAD SHX Text

ARCHITECTURE/STRUC-MECH-ELEC-PLMB ENG

AutoCAD SHX Text

OFFICE OF DESIGN AND CONSTRUCTION

AutoCAD SHX Text Bid Documents

AutoCAD SHX Text

02JUN17

AutoCAD SHX Text

ROAD PROFILES

AutoCAD SHX Text C2.14

AutoCAD SHX Text

ALGN-(ST100-303) PROFILE

ALGN-(ST411-412) PROFILE

-0+50 0+00 0+75

ALGN-(ST400-402) PROFILE

-0+50 0+00 1+00

ALGN-(ST113-116) PROFILE

-0+50 0+00 0+75

ALGN-(ST113-114 PROFILE

-0+50 0+00 1+00

ALGN-(ST111-409) PROFILE

ALGN-(ST406-408) PROFILE

MH-409

MANHOLE

RIM:100.16

NE 12" IE: 96.10

SE 24" IE: 94.93

SW 12" IE: 95.93

NW 24" IE: 94.87

50 LF 24" @ 0.24%

MH-403

MANHOLE

RIM:99.82

SE 24" IE: 94.74

S 12" IE: 95.55

NE 12" IE: 95.41

NW 24" IE: 94.74

146 LF 24" @ 0.23%

CB-400

INLET TYPE B

RIM:99.00

NE 12" IE: 94.81

SE 24" IE: 93.97

NW 24" IE: 93.97

MH-113

MANHOLE - 6' DIA.

RIM:98.80

NW 12" IE: 94.31

NE 36" IE: 93.09

SE 24" IE: 93.87

SW 36" IE: 93.09

43 LF 36" @ 0.08%

CB-114

INLET TYPE A

RIM:98.49

SW 12" IE: 94.50

15 LF 12" @ 0.35%

CB-115

INLET TYPE B

RIM:98.51

NE 12" IE: 94.44

SE 12" IE: 94.44

33 LF 12" @ 0.35%

MH-113

MANHOLE, 6' DIA.

RIM:98.80

NW 12" IE: 94.31

NE 36" IE: 93.09

SE 24" IE: 93.87

SW 36" IE: 93.09

46 LF 36" @ 0.08%

MH-113

MANHOLE, 6' DIA.

RIM:98.80

NW 12" IE: 94.31

NE 36" IE: 93.09

SE 24" IE: 93.87

SW 36" IE: 93.09

CB-402

INLET TYPE A

RIM:97.60

SW 12" IE: 95.02

21 LF 12" @ 0.50%

CB-401

INLET TYPE B

RIM:98.97

NE 12" IE: 94.90

SW 12" IE: 94.90

14 LF 12" @ 0.50%

CB-400

INLET TYPE B

RIM:99.00

NE 12" IE: 94.81

SE 24" IE: 93.97

NW 24" IE: 93.97

CB-411

INLET TYPE A

RIM:99.60

SW 12" IE: 96.39

6 LF 12" @ 1.00%

CB-410

INLET TYPE B

RIM:100.05

NE 12" IE: 96.30

SW 12" IE: 96.30

9 LF 12" @ 1.50%

MH-409

MANHOLE

RIM:100.16

NE 12" IE: 96.10

SE 24" IE: 94.93

SW 12" IE: 95.93

NW 24" IE: 94.87

28 LF 24" @ 0.30%

ALGN-(ST100A-102) PROFILE

-0+50 0+00 1+00 2+00 3+00 4+00

EX. CB-303

INLET TYPE A

RIM: 97.50

SW 12" IE: 94.01

68 LF 12" @ 0.54%

EX. CB-302

INLET TYPE B

RIM:97.80

NE 12" IE: 93.62

NW 12" IE: 93.52

73 LF 12" @ 0.49%

EX. CB-301

INLET TYPE B

RIM:98.00

SE 12" IE: 93.14

NW 12" IE: 93.04

63 LF 12" @ 0.50%

EX. CB-300

INLET TYPE 2

RIM:96.93

SE 12" IE: 92.70 EX.

SW 12" IE: 92.60

74 LF 12" @ 1.12%

CB-102

CB OVER EX.

6' DIA, FLAT SLAB

RIM:95.00

E 36" IE: 90.24

NW 36" IE: 90.24

14 LF 36" @ 0.45%

CB-100

INLET TYPE B

6' DIA., FLAT SLAB

RIM:95.36

NE 12" IE: 91.71

SE 36" IE: 90.12

SW 36" IE: 90.11

MH-100A

MANHOLE

RIM:95.51

NE 36" IE: 90.07

W 36" IE: 90.07

6 LF 36" @ 0.36%

CB-101

INLET TYPE B

6' DIA., FLAT SLAB

RIM:95.36

SE 36" IE: 90.21

NW 36" IE: 90.21

4 LF 36" @ 0.37%

-0+50 0+00 1+00

-0+50 0+00 1+00 2+00 3+00 4+00 4+75

NE 6" IE: 95.00

NW 6" IE: 95.50

EX.

10 LF 12" @ 0.50%

CB-412

INLET TYPE A

RIM:99.50

NE 12" IE: 96.00

EX.

LEGEND:

VERTICAL:

HORIZONTAL:

FINISH GRADE (FG)

EXISTING GRADE (EG)

CB-116

INLET TYPE B

5' DIA., FLAT SLAB

RIM:98.00

E 24" IE: 93.18 EX.

SW 36" IE: 93.13

-0+50 0+00 1+00 1+25

MH-403

MANHOLE

RIM:99.82

SE 24" IE: 94.74

S 12" IE: 95.55

NE 12" IE: 95.41

NW 24" IE: 94.74

CB-408

INLET TYPE A

RIM:99.01

W 12" IE: 95.56

13 LF 12" @ 0.50%

CB-407

INLET TYPE B

RIM:99.56

E 12" IE: 95.48

SW 12" IE: 95.48

10 LF 12" @ 0.50% 15 LF 12" @ 1.00%

CB-404

INLET TYPE B

FLAT SLAB

RIM:98.83

S 12" IE: 95.74

N 12" IE: 95.74

8 LF 12" @ 0.50%

CB-405

INLET TYPE B

RIM:99.87

N 12" IE: 95.80

SE 12" IE: 95.80

14 LF 12" @ 0.50%

CB-406

INLET TYPE A

RIM:99.90

NW 12" IE: 95.89

39 LF 12" @ 0.50%

CB-111

INLET TYPE A

RIM:97.75

W 12" IE: 94.70

CB-112

INLET TYPE B

6' DIA., FLAT SLAB

RIM:97.22

S 18" IE: 93.05

NE 36" IE: 93.05

E 12" IE: 94.48

W 36" IE: 93.05

EX.

ALGN-(ST413-415) PROFILE

-0+50 0+00 1+00 2+00 2+50

EX MH-415

RIM:100.63

SW 18" IE: 97.01 EX.

NE 18" IE: 96.90 EX.

NW 24" IE: 96.90

143 LF 24" @ 0.39%

MH-414

MH OVER EX.

FLAT SLAB

RIM:100.80

SE 24" IE: 96.33

SW 18" IE: 97.12

NW 24" IE: 96.33

MH-413

MH OVER EX

RIM:100.90

SE 24" IE: 96.01

NE 12" IE: 96.49

NW 24" IE: 96.01

77 LF 24" @ 0.39%

EX.

ALGN-(ST138A-138) PROFILE

-0+50 0+00 0+50

CB-138A

INLET TYPE C

RIM:±100.00

NE 12" IE: 98.05

±2 LF 12" @ 1.00%

(FIELD LOCATE

AT LOW POINT.

VERIFY FINAL

LOCATION W/

COTR)

EX CB-138

RIM:100.74

SW 12" IE: 98.00

SE/NW 18" IE: 97.91 EX.

CB-100

INLET TYPE B

6' DIA., FLAT SLAB

RIM:95.36

NE 12" IE: 91.71

SE 36" IE: 90.12

SW 36" IE: 90.11

0 40'20'10'

0 10'5'2.5'

EX ST MH 3805

(ADJUST RIM)

RIM:99.50

SE 24" IE: 94.40

NE 18" IE: 94.71

NW 24" IE: 94.40

SW 18" IE: 94.59

136 LF 24" @ 0.31%

EX.

201 DEPOT STREET

ANN ARBOR, MI 48104

734.662.4457 www.smithgroupjjr.com

901 K STREET NW SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawing

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

PIC/ADMIN AND MAINT. BLDGS,

AutoCAD SHX Text

AND SITE IMPROVEMENTS

AutoCAD SHX Text

MEMPHIS, TENNESSEE

AutoCAD SHX Text

LAND. ARCH/CIVIL ENG.:

AutoCAD SHX Text

MEMPHIS NATIONAL CEMETERY -

AutoCAD SHX Text

860CM3017C

AutoCAD SHX Text 2016/08/04

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

AutoCAD SHX Text Reference

AutoCAD SHX Text Number

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

SECURITY

AutoCAD SHX Text

ARCHITECTURE/STRUC-MECH-ELEC-PLMB ENG

AutoCAD SHX Text

OFFICE OF DESIGN AND CONSTRUCTION

AutoCAD SHX Text Bid Documents

AutoCAD SHX Text

02JUN17

AutoCAD SHX Text

STORM SEWER PROFILES

AutoCAD SHX Text C2.15

AutoCAD SHX Text

ALGN-(ST200-235) PROFILE

EX.

LEGEND:

VERTICAL:

HORIZONTAL:

FINISH GRADE (FG)

EXISTING GRADE (EG)

-0+50 0+00 1+00 2+00 3+00 4+00 5+00 5+50

5+50 6+00 7+00 8+00 9+00 10+00 11+00 11+50

11+50 12+00 13+00 14+00 15+00 16+00 16+25

CB-214

INLET TYPE B

RIM:99.49

SW 12" IE: 95.38

NE 12" IE: 95.64

SE 24" IE: 94.50

NW 24" IE: 94.50

293 LF 24" @ 0.19%

CB-217

INLET TYPE B

RIM:99.65

SW 12" IE: 95.56

SE 18" IE: 95.40

NE 12" IE: 95.75

NW 24" IE: 95.07

163 LF 18" @ 0.34%

CB-235

INLET TYPE A

RIM:102.00

N 12" IE: 98.00

14 LF 12" @ 0.40%

CB-233

INLET TYPE B

RIM:102.00

S 12" IE: 97.93

N 12" IE: 98.00

W 12" IE: 97.93

45 LF 12" @ 0.40%

CB-230

INLET TYPE B

RIM:102.25

SW 12" IE: 97.77

E 12" IE: 97.73

NE 12" IE: 98.70

NW 12" IE: 97.73

125 LF 12" @ 0.40%

CB-225

INLET TYPE B

RIM:101.73

SW 12" IE: 97.56

NE 12" IE: 98.06

SE 12" IE: 97.22

NW 15" IE: 97.05

286 LF 15" @ 0.32%

CB-220

INLET TYPE B

FLAT SLAB

RIM:100.38

SE 15" IE: 96.13

NE 15" IE: 96.55

NW 18" IE: 95.96

SW 12" IE: 96.21

296 LF 24" @ 0.14%

CB-211

INLET TYPE B

FLAT SLAB

RIM:99.60

SW 12" IE: 95.43

NE 12" IE: 95.95

SE 24" IE: 94.08

NW 24" IE: 94.08

164 LF 24" @ 0.20%

CB-209

INLET TYPE B

5' DIA., FLAT SLAB

RIM:99.97

SE 24" IE: 93.74

NW 30" IE: 93.41

NE 12" IE: 96.42

110 LF 30" @ 0.10%

CB-208

INLET TYPE B, 5' DIA.

RIM:99.75

N 18" IE: 95.05

SE 30" IE: 93.30

SW 30" IE: 93.30

12 LF 30" @ 0.10%

CB-207

INLET TYPE B, 5' DIA.

RIM:99.75

NE 30" IE: 93.28

SW 30" IE: 93.28

19 LF 30" @ 0.10%

EX. MH-200

REPLACE LID

W/ BEEHIVE GRATE

RIM:98.50

SE 18" IE: 93.10

NE 30" IE: 93.26

SW 36" IE: 93.04EX.

0 40'20'10'

0 10'5'2.5'

201 DEPOT STREET

ANN ARBOR, MI 48104

734.662.4457 www.smithgroupjjr.com

901 K STREET NW SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawing

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

PIC/ADMIN AND MAINT. BLDGS,

AutoCAD SHX Text

AND SITE IMPROVEMENTS

AutoCAD SHX Text

MEMPHIS, TENNESSEE

AutoCAD SHX Text

LAND. ARCH/CIVIL ENG.:

AutoCAD SHX Text

MEMPHIS NATIONAL CEMETERY -

AutoCAD SHX Text

860CM3017C

AutoCAD SHX Text 2016/08/04

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

AutoCAD SHX Text Reference

AutoCAD SHX Text Number

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

SECURITY

AutoCAD SHX Text

ARCHITECTURE/STRUC-MECH-ELEC-PLMB ENG

AutoCAD SHX Text

OFFICE OF DESIGN AND CONSTRUCTION

AutoCAD SHX Text Bid Documents

AutoCAD SHX Text

02JUN17

AutoCAD SHX Text

STORM SEWER PROFILES

AutoCAD SHX Text C2.16

AutoCAD SHX Text

ALGN-(ST226-229) PROFILE

-0+50 0+00 0+75

CB-229

INLET TYPE A

RIM:101.27

NE 12" IE: 97.79

CB-226

INLET TYPE B

FLAT SLAB

RIM:101.20

NE 12" IE: 98.16 EX.

SW 12" IE: 98.16

4 LF 12" @ 1.00%

ALGN-(ST218-219) PROFILE

ALGN-(ST215-216) PROFILE

CB-216

INLET TYPE A

RIM:99.49

NE 12" IE: 95.46

14 LF 12" @ 0.50%

CB-215

INLET TYPE C

RIM:98.69

SW 12" IE: 95.69

ALGN-(ST212-213) PROFILE

-0+50 0+00 0+75

CB-213

INLET TYPE A

RIM:99.60

NE 12" IE: 95.60

14 LF 12" @ 1.00%

CB-212

INLET TYPE C

RIM:99.08

SW 12" IE: 96.00

ALGN-(ST250-253) PROFILE

-0+50 0+00 0+75

10 LF 12" @ 0.37%

1 LF 12" @ 0.40%

CB-250

CB OVER EX.

FLAT TOP

RIM:101.44

E 12" IE: 99.25

N 24" IE: 98.95

CB-251

INLET TYPE B

FLAT SLAB

RIM:102.10

E 12" IE: 99.27

W 12" IE: 99.27

CB-252

INLET TYPE B

FLAT SLAB

RIM:102.17

W 12" IE: 99.32

SE 12" IE: 99.32

ALGN-(ST223-224) PROFILE

ALGN-(ST231-232) PROFILE

ALGN-(ST221-224) PROFILE

-0+50 0+00 0+75 -0+50 0+00 0+75

-0+50 0+00 0+75

14 LF 12" @ 0.50%

CB-224

INLET TYPE A

RIM:100.38

NE 12" IE: 96.30

CB-221

INLET TYPE B

RIM:99.91

NE 15" IE: 96.58 EX.

SW 15" IE: 96.58

LEGEND:

0 40'20'10'

0 10'5'2.5'

VERTICAL:

HORIZONTAL:

FINISH GRADE (FG)

EXISTING GRADE (EG)

8 LF 12" @ 0.37%

CB-253

INLET TYPE C

RIM:101.44

NW 12" IE: 99.36

14 LF 12" @ 0.50%

CB-219

INLET TYPE A

RIM:99.65

NE 12" IE: 95.65

2 LF 12" @ 1.00%

-0+50 0+00 0+50

CB-232

INLET TYPE C

RIM:102.02

NE 12" IE: 98.00

20 LF 12" @ 1.00%

CB-231

INLET TYPE C

RIM:102.00

SW 12" IE: 98.75

CB-220

INLET TYPE B

FLAT SLAB

RIM:100.38

SE 15" IE: 96.13

NE 15" IE: 96.55

NW 18" IE: 95.96

SW 12" IE: 96.21

2 LF 15" @ 0.40%

CB-217

INLET TYPE B

RIM:99.65

SW 12" IE: 95.56

SE 18" IE: 95.40

NE 12" IE: 95.75

NW 24" IE: 95.07

CB-218

INLET TYPE C

RIM:98.87

SW 12" IE: 95.80

-0+50 0+00 0+50

CB-234

INLET TYPE C

RIM:101.40

S 12" IE: 98.05

CB-233

INLET TYPE B

RIM:102.00

S 12" IE: 97.93

N 12" IE: 98.00

W 12" IE: 97.93

2 LF 12" @ 1.00%

CB-228

INLET TYPE B

RIM:101.73

SW 12" IE: 97.73

NE 12" IE: 97.73

CB-225

INLET TYPE B

RIM:101.73

SW 12" IE: 97.56

NE 12" IE: 98.06

SE 12" IE: 97.22

NW 15" IE: 97.05

13 LF 12" @ 1.00%

2 LF 12" @ 1.50%

CB-211

INLET TYPE B

FLAT SLAB

RIM:99.60

SW 12" IE: 95.43

NE 12" IE: 95.95

SE 24" IE: 94.08

NW 24" IE: 94.08

2 LF 12" @ 1.00%

ALGN-(ST209-210) PROFILE

ALGN-(ST208-208A) PROFILE

-0+50 0+00 0+50

CB-208

INLET TYPE B, 5' DIA.

RIM:99.75

N 18" IE: 95.05

SE 30" IE: 93.30

SW 30" IE: 93.30

17 LF 18" @ 6.00%

CB-230

INLET TYPE B

RIM:102.25

SW 12" IE: 97.77

E 12" IE: 97.73

NE 12" IE: 98.70

NW 12" IE: 97.73

2 LF 12" @ 1.00%

CB-214

INLET TYPE B

RIM:99.49

SW 12" IE: 95.38

NE 12" IE: 95.64

SE 24" IE: 94.50

NW 24" IE: 94.50

-0+50 0+00 0+50

2 LF 12" @ 1.00%

CB-210

INLET TYPE C

RIM:99.47

SW 12" IE: 96.47

CB-209

INLET TYPE B

5' DIA., FLAT SLAB

RIM:99.97

SE 24" IE: 93.74

NW 30" IE: 93.41

NE 12" IE: 96.42

CB-208A

INLET TYPE B

FLAT SLAB

RIM:98.75

NE 18" IE: 96.34

S 18" IE: 96.34

201 DEPOT STREET

ANN ARBOR, MI 48104

734.662.4457 www.smithgroupjjr.com

901 K STREET NW SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawing

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CONSULTANTS:

AutoCAD SHX Text

PIC/ADMIN AND MAINT. BLDGS,

AutoCAD SHX Text

AND SITE IMPROVEMENTS

AutoCAD SHX Text

MEMPHIS, TENNESSEE

AutoCAD SHX Text

LAND. ARCH/CIVIL ENG.:

AutoCAD SHX Text

MEMPHIS NATIONAL CEMETERY -

AutoCAD SHX Text

860CM3017C

AutoCAD SHX Text 2016/08/04

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

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AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Office of Construction and Facilities Management

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SECURITY

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ARCHITECTURE/STRUC-MECH-ELEC-PLMB ENG

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OFFICE OF DESIGN AND CONSTRUCTION

AutoCAD SHX Text Bid Documents

AutoCAD SHX Text

02JUN17

AutoCAD SHX Text

STORM SEWER PROFILES

AutoCAD SHX Text C2.17

AutoCAD SHX Text

BRICK FENCE

POST (TYP.)

METAL FENCE

ASPHALT

TOWNES AVENUE

GRASS

CONC.

LIGHT FACING

FLAGPOLE

LIGHT FACING

FLAGPOLE

GRASS

GRASS GRASS

GRASS

FLAGPOLE

(ASPHALT)

ASPHALT DISTURBED

BY TREE

1 STORY

BRICK BUILDING

FF ELEV. 98.54'

1.9

GRASS

ASPHALT

T R

OAD

ASPHALT ROAD

GRASS

ELEC.

OUTLET

TRENCH DRAIN

(BURIED, BRICK)

ASPHALT DRIVE

GRASS

ASPHALT DISTURBED

BY TREE

ASPHALT DISTURBED BY TREE

FENCEFENCE POST

(TYP.)

TRENCH DRAIN

(BURIED, BRICK)

FENCEFENCE POST

(TYP.)

ASPHALT DISTURBED

BY TREE

GRASS

ASPHALT

GRASS

FENCE

FENCE POST

(TYP.)

FENCE

FENCE POST

(TYP.)

ASPHALT

GRASS

ASPHALT DISTURBED BY TREE

ASPHALT DISTURBED

BY TREE

ASPHALT DISTURBED

BY TREE

FENCE

FENCE POST

(TYP.)

GRASS

ASPHALT

ASPHALT DISTURBED

BY TREE

ASPHALT DISTURBED

BY TREE

FENCE POST

(TYP.)

FENCE

ASPHALT

ASPHALT DISTURBED

BY TREE

FENCE

(METAL)

FENCE POST

(TYP.)

GRASS

ASPHALT

FENCE POST

(TYP.)

EXTERIOR FENCE

(METAL)

GRASS

ASPHALT

ILLINOIS MONUMENT

PLANTING BEDS

GRASS

ASPHALT

GRASS

ASPHALT

EXTERIOR FENCE

(BRICK)

ASPHALT DISTURBED

BY TREE

ASPHALT

DISTURBED

BY TREE

EXTERIOR FENCE

(BRICK)

GRASS

EXTERIOR FENCE

(BRICK)

EXTERIOR FENCE

(METAL)

ASPHALT DISTURBED

BY TREE

EXTERIOR FENCE

(METAL)

ASPHALT DISTURBED

BY TREEASPHALT

GRASS

ASPHALT DISTURBED BY TREE

GRASS

ASPHALT DISTURBED

BY TREE

GRASS

ASPHALT DISTURBED BY TREE

ASPHALT

GRASS

99 9999

ASPHALT DISTURBED BY TREE

CONC. AROUND

CATCH BASIN

INTERMENT AREA

CONC.

PAD

GRASS

EXTERIOR WALL

(BRICK)

INTERMENTS

(TYP.)

INTERMENTS

(TYP.)

INTERMENTS

(TYP.)

ASPHALT DISTURBED

BY TREE

INTERMENTS

(TYP.)

INTERMENTS

(TYP.)

INTERMENTS

(TYP.)

INTERMENT AREA

ASPHALT

GRASS

INTERMENT AREA

ASPHALT DISTURBED

BY TREE

TRENCH DRAIN

(BURIED, BRICK)

4" IRRIGATION

(RECORD DRAWING)

4" IRRIGATION

(RECORD DRAWING)

15.86' 15.24'

3.8 9'

.70

.39

7.2 9'

4.0 0'

LIMITS OF BED EDGE. MULCH

ENTIRE PLANTING BED TO

PAVEMENT.

LIMITS OF BED EDGE.

MULCH ENTIRE PLANTING

BED TO COMMITTAL

SHELTER PLAZA

PAVEMENT.

SHRUB PLANTING,

TYP.

(37) BUXUS SEMPERVIRENS

'SUFFRUTICOSA'

(15) BUXUS SEMPERVIRENS

'SUFFRUTICOSA'(2) CORNUS KOUSA

(1) CORNUS KOUSA

SEE SHEET L3.02 FOR ENLARGEMENT

ENLARGEMENT SEE

SHEET L3.03

APPROXIMATELY 3.5 FT. OF TURFGRASS SOD

RESTORATION ADJACENT TO ALL NEW CURBING

IN BURIAL AREAS. SEE ENLARGEMENTS FOR

ADDITIONAL SOD LIMITS.

APPROXIMATELY 3.5 FT. OF TURFGRASS SOD

RESTORATION ADJACENT TO ALL NEW CURBING

IN BURIAL AREAS. SEE ENLARGEMENTS FOR

ADDITIONAL SOD LIMITS.

Legend

LANDSCAPE

DECIDUOUS ORNAMENTAL TREE

CONIFEROUS TREE

EVERGREEN SHRUB

SOD TURFGRASS LIMITS

EXISTING TREE - CONIFEROUS

EXISTING TREE - DECIDUOUS

0 160'80'40'

201 DEPOT STREET

ANN ARBOR, MI 48104

734.662.4457 www.smithgroupjjr.com

901 K STREET NW SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

LANDSCAPE SHEET NOTES:

1. SEE SHEET L3.10 FOR LANDSCAPE DETAILS.

2. SEE SHEET L3.02 FOR ADDITIONAL LANDSCAPE NOTES.

3. SEE SHEET L3.02 FOR PLANT LIST.

(NOT TO SCALE)

KEY PLAN

OVERALL SITE - LANDSCAPE PLAN

PLAN 1"= 80' - 0"

AutoCAD SHX Text N

AutoCAD SHX Text

SCALE 1"=160'

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

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AutoCAD SHX Text Drawn

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

PIC/ADMIN AND MAINT. BLDGS,

AutoCAD SHX Text

AND SITE IMPROVEMENTS

AutoCAD SHX Text

MEMPHIS, TENNESSEE

AutoCAD SHX Text

LAND. ARCH/CIVIL ENG.:

AutoCAD SHX Text

MEMPHIS NATIONAL CEMETERY -

AutoCAD SHX Text

860CM3017C

AutoCAD SHX Text 2016/08/04

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

AutoCAD SHX Text Reference

AutoCAD SHX Text Number

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

SECURITY

AutoCAD SHX Text

ARCHITECTURE/STRUC-MECH-ELEC-PLMB ENG

AutoCAD SHX Text

OFFICE OF DESIGN AND CONSTRUCTION

AutoCAD SHX Text Bid Documents

AutoCAD SHX Text

02JUN17

AutoCAD SHX Text

LANDSCAPE - OVERALL

AutoCAD SHX Text L3.01

AutoCAD SHX Text

JLS/DL

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text vacoKazemih Text Box

NIC

EVERGREEN TREE PLANTING, TYP.

SOD TURFGRASS, TYP.

(1) AESCULUS PAVIA

(7) THUJA OCCIDENTALIS 'NIGRA'

(2) TSUGA CANADENSIS

(1) AMELANCHIER ARBOREA

(1) AESCULUS PAVIA

L3.10

TURF ± 3'

Legend

LANDSCAPE

DECIDUOUS ORNAMENTAL TREE

CONIFEROUS TREE

EVERGREEN SHRUB

SOD TURFGRASS LIMITS

EXISTING TREE - CONIFEROUS

EXISTING TREE - DECIDUOUS

0 20'10'5'

ADMINISTRATION + MAINTENANCE AREA

PLAN 1"= 20' - 0"

201 DEPOT STREET

ANN ARBOR, MI 48104

734.662.4457 www.smithgroupjjr.com

901 K STREET NW SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

LANDSCAPE DRAWING SERIES NOTES:

1. THE LAYOUT OF ALL PLANTING BEDS, SEED AREAS AND INDIVIDUAL TREES SHALL BE STAKED BY

THE CONTRACTOR AND APPROVED BY CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE

(COTR) IN ADVANCE OF INSTALLATION. FLAGGING, STAKES, OR PAINT MAY BE USED TO

DELINEATE LOCATIONS AS SCALED FROM THE PLANS. THE COTR WILL REVIEW THESE

LOCATIONS WITH THE CONTRACTOR AND MAKE MINOR ADJUSTMENTS AS NECESSARY.

2. CONTRACTOR MUST SUBMIT A PROJECT LOGISTICS PLAN WHICH INDICATES ACCESS AND ALL

AREAS TO BE DISTURBED, FOR APPROVAL BY COTR.

3. CONTRACTOR MUST REPAIR ANY DISTURBED AREAS TO PRE-DISTURBANCE CONDITION AND TO

THE COTR'S SATISFACTION. IN AREAS WHICH TURFGRASS IS DISTURBED, CONTRACTOR MUST

REPLACE TURFGRASS WITH NEW TURFGRASS SOD.

4. ALL TOPSOIL SHALL BE IMPORTED. ALL PREPARED TURFGRASS AREAS SHALL BE 6-INCHES DEEP

AFTER LIGHT COMPACTION PRIOR TO INSTALLATION OF SOD.

5. ALL DISTURBED LAWN AREAS OUTSIDE THE LIMITS OF WORK SHALL BE RESTORED TO ORIGINAL CONDITION (INCLUDING TOPSOIL, TURFGRASS SOD AND MULCH) AT NO ADDITIONAL COST TO THE

OWNER.

6. OUTER LIMITS OF SODDING ARE APPROXIMATE AND SHALL APPLY TO ALL AREAS DISTURBED BY

CONSTRUCTION ACTIVITIES.

7. THIS SIDE DOES NOT HAVE AN AUTOMATED IRRIGATION SYSTEM. IRRIGATION OF NEW/RESTORED

TURFGRASS AREAS, TREES, AND SHRUBS IS THE RESPONSIBILITY OF THE CONTRACTOR

THROUGH WARRANTY PERIOD. HORTICULTURAL TREE WATERING BAGS (GATOR) MAY BE

UTILIZED FOR WATERING NEW TREES THROUGH WARRANTY PERIOD.

8. MINIMIZE CULTIVATION WITHIN THE DRIPLINES OF EXISTING TREES. IN THESE AREAS PREPARE

SOIL FOR SODDING AREAS BY MINIMIZING DISTURBANCE TO 4 INCH DEPTH. HAND CULTIVATE

WHEN ENCOUNTERING ROOTS. NO HEAVY EQUIPMENT ALLOWED WITHIN DRIPLINE OF EXISTING

TREES.

9. ALL BED EDGES SHOWN SHALL BE SHOVEL-CUT TRENCHES UNLESS LABELED OTHERWISE.

10. ALL TREE PLANTINGS IN LAWN AREAS WITHIN THE LIMITS OF WORK SHALL HAVE A 4'-0" DIAMETER

SHOVEL CUT BED EDGE.

11. ALL PLANTING BEDS TO BE MULCHED PER SPECIFICATIONS.

12. CONTACT TENNESSEE ONE-CALL SYSTEM, INC. (PHONE: 800-351-1111; ALTERNATE: 615-366-1987)

PRIOR TO INSTALLATION OF PLANT MATERIAL AND IRRIGATION SYSTEM.

13. THE CONTRACTOR IS RESPONSIBLE FOR INDEPENDENTLY DETERMINING THE PLANT MATERIAL

QUANTITIES REQUIRED UNDER THE PLANT LIST.

LANDSCAPE SHEET NOTES:

1. SEE SHEET L3.10 FOR LANDSCAPE DETAILS.

2. SEE SHEET L3.02 FOR ADDITIONAL LANDSCAPE NOTES.

3. SEE SPECIFICATIONS FOR SOD DESIGNATION.

(NOT TO SCALE)

KEY PLAN

AutoCAD SHX Text N

AutoCAD SHX Text

SCALE 1"=10'

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

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AutoCAD SHX Text Checked

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AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

PIC/ADMIN AND MAINT. BLDGS,

AutoCAD SHX Text

AND SITE IMPROVEMENTS

AutoCAD SHX Text

MEMPHIS, TENNESSEE

AutoCAD SHX Text

LAND. ARCH/CIVIL ENG.:

AutoCAD SHX Text

MEMPHIS NATIONAL CEMETERY -

AutoCAD SHX Text

860CM3017C

AutoCAD SHX Text 2016/08/04

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

AutoCAD SHX Text Reference

AutoCAD SHX Text Number

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

SECURITY

AutoCAD SHX Text

ARCHITECTURE/STRUC-MECH-ELEC-PLMB ENG

AutoCAD SHX Text

OFFICE OF DESIGN AND CONSTRUCTION

AutoCAD SHX Text Bid Documents

AutoCAD SHX Text

02JUN17

AutoCAD SHX Text

LANDSCAPE - ADMIN + MAINTENANCE AREA

AutoCAD SHX Text L3.02

AutoCAD SHX Text

JLS/DL

AutoCAD SHX Text

AutoCAD SHX Text N vacoKazemih Rectangle vacoKazemih Line vacoKazemih Line vacoKazemih

SHRUB PLANTING, TYP.

L3.10

(57) BUXUS SEMPERVIRENS

'SUFFRUTICOSA'

(3) CERCIS CANADENSIS

LIMITS OF BED EDGE. MULCH ENTIRE

PLANTING BED TO FENCE.

(14) TAXUS X. MEDIA HICKSII

LIMITS OF BED EDGE. MULCH ENTIRE

PLANTING BED TO FENCE AND

ENTRY SIGN WALL.

SHOVEL-CUT BED EDGE, TYP.

FLOWERING TREE PLANTING, TYP. 2

L3.10

LIMITS OF BED EDGE. MULCH

ENTIRE PLANTING BED TO FENCE.

SHOVEL-CUT BED EDGE, TYP.

(14) TAXUS X. MEDIA HICKSII

L3.10

LIMITS OF TURFGRASS SOD

Legend

LANDSCAPE

DECIDUOUS ORNAMENTAL TREE

CONIFEROUS TREE

EVERGREEN SHRUB

SOD TURFGRASS LIMITS

EXISTING TREE - CONIFEROUS

EXISTING TREE - DECIDUOUS

0 20'10'5'

201 DEPOT STREET

ANN ARBOR, MI 48104

734.662.4457 www.smithgroupjjr.com

901 K STREET NW SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

FRONT ENTRY

PLAN 1" = 10' - 0"

LANDSCAPE SHEET NOTES:

1. SEE SHEET L3.10 FOR LANDSCAPE DETAILS.

2. SEE SHEET L3.02 FOR ADDITIONAL LANDSCAPE NOTES.

3. SEE SHEET L3.02 FOR PLANT LIST.

(NOT TO SCALE)

KEY PLAN

AutoCAD SHX Text N

AutoCAD SHX Text

SCALE 1"=10'

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawing

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

PIC/ADMIN AND MAINT. BLDGS,

AutoCAD SHX Text

AND SITE IMPROVEMENTS

AutoCAD SHX Text

MEMPHIS, TENNESSEE

AutoCAD SHX Text

LAND. ARCH/CIVIL ENG.:

AutoCAD SHX Text

MEMPHIS NATIONAL CEMETERY -

AutoCAD SHX Text

860CM3017C

AutoCAD SHX Text 2016/08/04

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

AutoCAD SHX Text Reference

AutoCAD SHX Text Number

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

SECURITY

AutoCAD SHX Text

ARCHITECTURE/STRUC-MECH-ELEC-PLMB ENG

AutoCAD SHX Text

OFFICE OF DESIGN AND CONSTRUCTION

AutoCAD SHX Text Bid Documents

AutoCAD SHX Text

02JUN17

AutoCAD SHX Text

LANDSCAPE - FRONT ENTRY

AutoCAD SHX Text L3.03

AutoCAD SHX Text

JLS/DL

AutoCAD SHX Text

GUYING CABLE

UNDISTURBED

GROUND

MOUND TOPSOIL TO

FORM SAUCER

TREE ANCHOR

18" MIN.

LANDSCAPE CONTRACTOR TO REFER TO LANDSCAPE

PLANS FOR SPECIFIC PLANT MATERIAL TO RECEIVE

UNDERDRAINS. LANDSCAPE UNDERDRAIN TO BE 1%

SLOPE AND TIE INTO MAIN UNDERDRAIN SYSTEM.

4" LANDSCAPE

UNDERDRAIN, TYP.

PLANTING MIXTURE, AS

SPECIFIED

PRIOR TO DIGGING EACH PLANTING HOLE, REMOVE

SOIL FROM THE TOP OF THE ROOTBALL AND EXPOSE

ROOT COLLAR. DIG HOLE NO DEEPER THAN

DISTANCE FROM ROOT COLLAR TO BOTTOM OF

ROOTBALL. TREES PLANTED WITH ROOT COLLAR

NOT VISIBLE AND/OR BELOW GRADE WILL BE

REJECTED.

ONCE TREE IS POSITIONED

IN HOLE AND BACKFILLING

HAS BEGUN, CUT OFF AND

COMPLETELY REMOVE

FROM HOLE ALL BURLAP

AND WIRE BASKET FROM

AT LEAST TOP 12 OF BALL

APPLY MULCH 3" DEEP,

KEEP MULCH 5" AWAY

FROM TRUNK

SCARIFY SIDES AND BOTTOM

OF HOLE, AT LEAST 4"

NOTES:

'X' DIA

2X-3X DIA

L3.05

L3.05 2 x 4 ANCHOR

DRIVEN BELOW

FINISH GRADE.

ANCHORS TO BE

LOCATED WITHIN

MULCH RINGS,

TYP. SEE TREE

STAKING AND

GUYING DETAIL

L3.05

STAKE TREE W/3 STAKES ABOVE

FIRST BRANCHES, APPROX. 1/2

UP TREE

PLANTING MIXTURE AS

SPECIFIED

STAKES TO EXTEND 18" BELOW TREE PIT IN

UNDISTURBED GROUND

TOPSOIL FILL OR

UNDISTURBED SOIL

TREE WRAP

MOUND TO FORM SAUCER 18" MIN.

LANDSCAPE CONTRACTOR TO REFER TO LANDSCAPE

PLANS FOR SPECIFIC PLANT MATERIAL TO RECEIVE

UNDERDRAINS. LANDSCAPE UNDERDRAIN TO BE 1%

SLOPE AND TIE INTO MAIN UNDERDRAIN SYSTEM.

4" LANDSCAPE UNDERDRAIN, TYP.

PRIOR TO DIGGING EACH PLANTING HOLE, REMOVE

SOIL FROM THE TOP OF THE ROOTBALL AND EXPOSE

ROOT COLLAR. DIG HOLE NO DEEPER THAN

DISTANCE FROM ROOT COLLAR TO BOTTOM OF

ROOTBALL. TREES PLANTED WITH ROOT COLLAR

NOT VISIBLE AND/OR BELOW GRADE WILL BE

REJECTED.

ONCE TREE IS POSITIONED IN

HOLE AND BACKFILLING HAS

BEGUN, CUT OFF AND

COMPLETELY REMOVE FROM HOLE

ALL BURLAP AND WIRE BASKET

FROM AT LEAST TOP 12 OF BALL

APPLY MULCH 3" DEEP,

KEEP MULCH 5" AWAY

FROM TRUNK

SCARIFY SIDES AND BOTTOM

OF HOLE, AT LEAST 4"

NOTES:

NEVER CUT LEADERS. PRUNE TO THIN AND SHAPE

TREE CANOPY. SEE DETAIL. TREE SHALL BEAR SAME

RELATION TO FINISHED GRADE AS IT BORE TO

PREVIOUS GRADE. SET TREE STAKES VERTICAL AND

AT SAME HEIGHT.

'X' DIA

2X-3X DIA

L3.05

LACE HOSE CHAFING GUARDS

TOGETHER WITH SINGLE WIRE

STAY

NOTES:

PRUNE AS SPECIFIED

STAKE PER DETAIL 5, SHEET L3.05

SET STAYS ABOVE FIRST BRANCHES,

APPROX. 1/2 UP TREE (SEE DETAIL)

PLANTING MIXTURE AS

SPECIFIED

STAKES TO EXTEND 12" BELOW

TREE PIT IN UNDISTURBED

GROUND

MOUND TO FORM

SAUCER

TOPSOIL FILL OR

UNDISTURBED SOIL

3 STAKES PER TREE MAX.

PLAN

18" MIN.

4" LANDSCAPE

UNDERDRAIN, TYP.

PRIOR TO DIGGING EACH PLANTING HOLE,

REMOVE SOIL FROM THE TOP OF THE

ROOTBALL AND EXPOSE ROOT COLLAR.

DIG HOLE NO DEEPER THAN DISTANCE

FROM ROOT COLLAR TO BOTTOM OF

ROOTBALL. TREES PLANTED WITH ROOT

COLLAR NOT VISIBLE AND/OR BELOW

GRADE WILL BE REJECTED.

ONCE TREE IS POSITIONED IN

HOLE AND BACKFILLING HAS

BEGUN, CUT OFF AND

COMPLETELY REMOVE FROM HOLE

ALL BURLAP AND WIRE BASKET

FROM AT LEAST TOP 12 OF BALL

APPLY MULCH 3" DEEP,

KEEP MULCH 5" AWAY

FROM TRUNK

SCARIFY SIDES AND BOTTOM

OF HOLE, AT LEAST 4"

'X' DIA

2X-3X DIA

L3.05

MIN. 6"

NOTES:

PRUNE AS SPECIFIED

REMOVE BURLAP FROM TOP 1/2 OF BALL, OR,

WITH CONTAINER PLANTS, REMOVE…

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