Attachment 134 2020-07-17_DLA OPS II_CG101-CG106.pdf

PDF 4 MB Posted

Attached to
DLA Aviation Operations Center, Phase II, Defense Supply Center Richmond (DSCR) (Amendments: 1, 2, 3, 5, 6, and 7)
Solicitation number
W91235620R2005
Issued by

About this file

This document package includes grading plans and drawings for the DLA Aviation Operations Center, Phase II project solicited by the Department of the Army Corps of Engineers Norfolk District. The solicitation seeks a contractor to provide site grading, drainage, and utilities work at the Defense Supply Center Richmond facility. Drawings depict existing conditions and proposed grading, drainage, and stormwater designs. Plans include spot elevations, contours, utility locations, and stormwater details. The solicitation number is W91235620R2005 and amendments include site visit information and responses to questions from interested offerors. The award date is not specified but the solicitation is for a firm fixed-price construction contract for work that includes clearing, earthwork, utility relocation, paving, fencing and landscaping.

View the file

Other files

File Type Posted
DLA Ops Center CLIN Schedule (Rev.2).pdf PDF
W9123620R2005P0007 - Amendment 7.pdf PDF
Attachment 6 - Small Business Participation Plan (Rev.1).pdf PDF
W91236-20-R-2005 Amendment 5 DLA Ops Center.pdf PDF
DLA Ops Center CLIN Schedule Rev1.pdf PDF
Attachment 138 AMEND4_DLA_OPS_PH II-_A-103.pdf PDF
Attachment 156 Amend4_DLA_OPS_PH II_Spec_32 05 33.pdf PDF
Attachment 148 AMEND4_DLA_OPS_PH II_A-507.pdf PDF
Attachment 153 Amend4_DLA_OPS_PH II_Spec_03 36 00.pdf PDF
Attachment 152 Amend4_DLA_OPS_PH II_Spec_01 50 02-00 50 page6.pdf PDF
Attachment 147 AMEND4_DLA_OPS_PH II_A-506.pdf PDF
Attachment 150 AMEND4_DLA_OPS_PH II_A-514.pdf PDF
Attachment 133 2020-07-17_DLA OPS II_CD101.pdf PDF
Attachment 154 Amend4_DLA_OPS_PH II_Spec_08 41 13 page8.pdf PDF
Attachment 151 AMEND4_DLA_OPS_PH II_A-517.pdf PDF
Attachment 140 AMEND4_DLA_OPS_PH II_A-107.pdf PDF
Attachment 136 2020-07-17_DLA OPS II_CG601.pdf PDF
Attachment 144 AMEND4_DLA_OPS_PH II_A-144.pdf PDF
Attachment 143 AMEND4_DLA_OPS_PH II_A-118.pdf PDF
Attachment 132 2020-07-17_DLA OPS II_C-513.pdf PDF
Attachment 145 AMEND4_DLA_OPS_PH II_A-416.pdf PDF
Attachment 137 2020-07-17_DLA OPS II_CU102-CU103.pdf PDF
W91236-20-R-0005 0006 DLA Ops Center ProjNet.pdf PDF
Attachment 142 AMEND4_DLA_OPS_PH II_A-114.pdf PDF
Attachment 155 Amend4_DLA_OPS_PH II_Spec_08 44 00 page11.pdf PDF
Attachment 146 AMEND4_DLA_OPS_PH II_A-417.pdf PDF
Attachment 149 AMEND4_DLA_OPS_PH II_A-513.pdf PDF
Attachment 141 AMEND4_DLA_OPS_PH II_A-113.pdf PDF
Attachment 139 AMEND4_DLA_OPS_PH II_A-106.pdf PDF
Attachment 135 2020-07-17_DLA OPS II_CG201.pdf PDF
20-R-2005 Amend 2.pdf PDF
Att 40 - DLA_OPS_PH II_Arch_A-602 - DOOR SCHEDULE.pdf PDF
Att 41 - DLA_OPS_PH II_Arch_A-605 - WINDOW AND CURTAINWALL ELEVATIONS.pdf PDF
Att 38 - DLA_OPS_PH II_Arch_A-527 - MISCELLANEOUS DETAILS.pdf PDF
Att 32 - DLA_OPS_PH II_Arch_A-121 - FIFTH FLOOR PLAN - AREA A5.pdf PDF
Amend1_DLA_OPS_PH II_Arch_A-114 - SECOND FLOOR PLAN - AREA D2.pdf PDF
Att 29 - DLA_OPS_PH II_Arch_A-117 - THIRD FLOOR PLAN - AREA A3.pdf PDF
Att 25 - DLA_OPS_PH II_Arch_A-112 - FIRST FLOOR PLAN - AREA G1.pdf PDF
Att 27 - DLA_OPS_PH II_Arch_A-114 - SECOND FLOOR PLAN - AREA D2.pdf PDF
Att 54 - DLA OPS PH-2 SPECIFICATIONS 10 11 00.pdf PDF
A.07.15 Attachment 7 - CLIN Schedule.pdf PDF
Att 55 - DLA OPS PH-2 SPECIFICATIONS 10 14 00-10.pdf PDF
Att 33 - DLA_OPS_PH II_Arch_A-122 - FIFTH FLOOR PLAN - AREA D5.pdf PDF
Amend1_DLA_OPS_PH II_Arch_A-601 - DOOR SCHEDULE.pdf PDF
Amend1_DLA_OPS_PH II_Arch_A-609 - CURTAIN WALL ELEVATIONS.pdf PDF
Att 26 - DLA_OPS_PH II_Arch_A-113 - SECOND FLOOR PLAN - AREA A2.pdf PDF
Att 20 - DLA_OPS_PH II_Arch_A-107 - FIRST FLOOR PLAN - AREA B1.pdf PDF
Att 53 - DLA OPS PH-2 SPECIFICATIONS 06 20 00.pdf PDF
Amend1_DLA_OPS_PH II_Arch_A-117 - THIRD FLOOR PLAN - AREA A3.pdf PDF
Att 42 - DLA_OPS_PH II_Arch_A-608 - CURTAIN WALL ELEVA.pdf PDF
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P120.1MG

TC120.41

FL119.91

P121.40

P121.47

P121.75

G123.4

P120.5MG

EP120.61MG

TC122.00

FL121.50

TC121.23

FL120.73

P120.4MG

TC120.65

FL120.15

P120.3MG

TC120.38

FL119.88

TC120.50

FL120.50

TC120.06

FL119.56

P120.2MG

C120.1MG

TC121.60

FL121.10

TC121.00

FL120.50

TC120.74

FL120.24

TC120.68

FL120.18

TC121.54

FL121.04

TC121.90

FL121.40

TC119.72

FL119.72

TC120.22

FL120.22

TC121.60

FL121.10

TC122.64

FL122.64

TC122.96

FL122.46

TC121.22

FL120.72

TC122.41

FL121.91

TC121.38

FL120.88

TC121.26

FL120.76

TC120.42

FL120.42

TC122.54

FL122.04

TC122.85

FL122.35

TC122.85

FL122.85

TC122.90

FL122.90

TC123.18

FL122.68

TC123.04

FL123.04

TC123.41

FL123.41

TC122.99

FL122.49

TC121.44

FL120.94

TC121.11

FL120.61

C123.77

C123.80

C123.77

C123.18

C122.90

C122.82

C122.58

C123.23

C123.76

C123.93

C123.93

C123.93

C123.93

C123.93

C123.20

C123.13

C123.09

C123.61

C123.93

C123.04

C121.55

C121.65

C121.55

P122.44

TC121.64

FL121.14

TC120.60

FL120.10

TC121.81

FL121.31

TC120.98

FL120.48

TC121.18

FL120.68

TC121.21

FL120.71

TC121.41

FL120.91

TC121.90

FL121.40

C123.58

TC121.06

FL120.56

TC121.18

FL120.68

P122.64

TC121.89

FL121.39

TC121.29

FL120.96

TC120.50

FL120.50

TC120.47

FL120.47

G118.9

G119.0

G118.6

G118.6

G118.4

G118.4

G118.8

G118.8

TC121.66

FL121.16

TC121.66

FL121.66

TC121.00

FL121.00

TC120.77

FL120.77

TC120.98

FL120.48

TC120.32

FL120.32

TC121.54

FL121.04

TC120.86

FL120.86

TC123.83

FL123.33

TC123.64

FL123.14

TC123.31

FL123.31

TC122.92

FL122.92

C123.28

C123.50

TC121.58

FL121.08

TC121.12

FL121.12

TC121.08

FL121.08

P121.4MG

P121.5MG

TC121.70

FL121.70

TC121.75

FL121.75

TC122.27

FL121.77

TC121.77

FL121.77

TC121.92

FL121.92

TC122.42

FL121.92

C122.67

C123.41

C123.92

TC120.07

FL119.57

TC122.30

FL121.97

US Army Corps of Engineers ®

SHEET ID

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1909 CYPRESS AVENUE

VIRGINIA BEACH, VA 23451

(757) 417 - 0140

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MSA, P.C.

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

Environmental Sciences Planning Surveying Civil & Environmental Engineering

Landscape Architecture

W A

L L

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P A

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C H

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W

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S J P

M J P

D M

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7/17/2020

OF 737

MATCH LINE - SEE SHEET CG102

0' 30' 60' 90'

SCALE IN FEET: 1"=30'

GRAPHIC SCALE

CG101

G R

A D

I N

G

P

L A

N

SHEET NOTES:

1. UTILITIES SHOWN MAY NOT DEPICT ACTUAL

CONDITIONS. CONTRACTOR SHALL FIELD LOCATE ALL

UTILITIES WITHIN LIMITS OF CONSTRUCTION PRIOR TO

BEGINNING WORK. ANY DISCREPANCIES SHALL BE

BROUGHT TO THE ATTENTION OF THE CONTRACTING

OFFICER PRIOR TO CONTINUING WITH WORK WITHIN

THAT AREA.

2. REFER TO SHEET C-002 FOR LEGEND AND

ABBREVIATIONS.

3. REFER TO SHEET CG601 FOR STORM SEWER

SCHEDULE INFORMATION

4. REFER TO SHEET V-003 FOR EXISTING STORM AND

SANITARY SCHEDULES.

GRADING PLAN

SCALE: 1 IN. = 30 FT.

SEE SHEET CG401

GRADING KEYNOTES:

1 ADJUST MONITORING WELL TOP/COVER

ELEVATION TO PROPOSE GRADE

M E

N D

M E

TC121.47

FL121.47

P121.2MG

TC121.45

FL121.45

P121.2MG

TC119.45

FL119.45

P120.2MG

TC121.10

FL121.10

P120.9MG

TC120.91

FL120.91

P120.7MG

TC120.98

FL120.98

P120.7MG

TC122.10

FL121.60

TC120.66

FL120.16

TC120.03

FL119.53

TC120.80

FL120.30

TC121.60

FL121.10

TC119.95

FL119.45

P120.2MG

TC119.00

FL119.00

P119.7MG

TC118.87

FL118.87

P119.5MG

TC119.35

FL118.85

P119.3MG

P119.3MGP119.1MG

TW123.83

BW119.70

TW123.83

BW120.05

TW122.22

BW119.90

TC120.65

FL120.15

TC121.00

FL120.50

TC121.27

FL120.77

TC121.64

FL121.14

TW123.40

BW119.85

TW122.75

BW120.72

C123.93 C123.93 C123.93

C123.39

C123.14

C123.93

C123.68

C122.20

C122.15

C123.73

C123.30

C123.20

C123.30

C123.25

C123.93

C123.63

C123.73

P122.4MG

G120.0

G119.7

G120.1

G119.7

G120.1

C120.10

C119.84

C119.90

TC121.15

FL120.65

TC121.03

FL120.53

TC120.50

FL120.00

TC121.32

FL120.82

TC122.05

FL121.55

TC121.27

FL121.27

TC121.34

FL121.34

C121.85

C121.37 C121.39

C121.91

TC121.99

FL121.49

TC121.93

FL121.43

C121.56

C121.90

C121.00 C121.00

C121.55

TC121.63

FL121.13

P120.4MG

P120.5MG

P120.5MG

TC121.47

FL120.97

G120.0

G120.2

G120.3

G118.5

G118.8

G119.3

G123.9

G123.4

G119.8

C123.93

G120.7

G120.6

TC119.33

FL118.83

P119.2MG

TC118.66

FL118.16

TC119.12

FL118.62

C119.36

C119.44

C119.66

C120.00

C119.70

C120.05

TC119.62

FL119.12

TC119.91

FL119.41

TC120.34

FL119.84

TC120.63

FL120.13

TC120.18

FL119.68

P120.1MG

P119.8MG

TC119.48

FL118.98

TC119.32

FL118.82

TC119.77

FL119.27

TC119.97

FL119.47

TC119.13

FL118.63

TC119.77

FL119.27

TC121.03

FL120.53

TC120.88

FL120.38

TC119.80

FL119.30

TC120.13

FL119.63

TC120.50

FL120.00

TC120.88

FL120.88

TC121.38

FL120.88

TC120.90

FL120.40

TC120.60

FL120.10

TC120.53

FL120.03

C120.82

C121.10

C121.38

TC120.70

FL120.20

TC119.90

FL119.40

TC119.52

FL119.02

TC120.15

FL119.65

TC119.77

FL119.27

TC120.98

FL120.48

TC121.34

FL120.84

TC120.20

FL120.20

TC120.45

FL120.45

P121.60

P121.62

P122.00

P122.00

P122.10

P122.40

P122.02

P121.73

P121.30

C121.86

C122.10

C122.08

C123.71

TC121.18

FL121.18

TC121.01

FL121.01

TC120.58

FL120.58

US Army Corps of Engineers ®

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1909 CYPRESS AVENUE

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MSA, P.C.

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

Environmental Sciences Planning Surveying Civil & Environmental Engineering

Landscape Architecture

W A

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7/17/2020

OF 737

MATCH LINE - SEE SHEET CG101

0' 30' 60' 90'

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CG102

G R

A D

I N

G

P

L A

N

SHEET NOTES:

GRADING PLAN

SCALE: 1 IN. = 30 FT.

1. UTILITIES SHOWN MAY NOT DEPICT ACTUAL

CONDITIONS. CONTRACTOR SHALL FIELD LOCATE ALL

UTILITIES WITHIN LIMITS OF CONSTRUCTION PRIOR TO

BEGINNING WORK. ANY DISCREPANCIES SHALL BE

BROUGHT TO THE ATTENTION OF THE CONTRACTING

OFFICER PRIOR TO CONTINUING WITH WORK WITHIN

THAT AREA.

2. REFER TO SHEET C-002 FOR LEGEND AND

ABBREVIATIONS.

3. REFER TO SHEET CG601 FOR STORM SEWER

SCHEDULE INFORMATION

4. REFER TO SHEET V-003 FOR EXISTING STORM AND

SANITARY SCHEDULES.

GRADING KEYNOTES:

1 ADJUST MONITORING WELL TOP/COVER

ELEVATION TO PROPOSE GRADE

E

N D

M E

TC123.02

FL122.52

G120.5

TC122.00

FL121.50

TC120.47

FL120.47

TC121.59

FL121.09

TC121.59

FL121.09

TC122.25

FL121.75

TC122.00

FL121.50

TC121.59

FL121.09

TC121.59

FL121.09

TC122.25

FL121.75

TC122.00

FL121.50

TC122.00

FL121.50

TC121.70

FL121.20

TC123.05

FL122.55

TC121.97

FL121.47

TC122.00

FL121.50

TC121.59

FL121.09

TC121.59

FL121.09

TC122.00

FL121.50

TC121.60

FL121.10

TC121.60

FL121.10

TC122.54

FL122.04

TC121.97

FL121.47

TC122.00

FL121.50

TC121.60

FL121.10

TC121.60

FL121.10

TC122.00

FL121.50

TC122.00

FL121.50

TC121.27

FL120.77

TC122.00

FL121.50

TC122.24

FL121.74

TC122.24

FL121.74

TC122.24

FL121.74

TC120.45

FL120.45

G120.5

TC120.50

FL120.50

TC122.00

FL121.50

TC121.60

FL121.10

TC122.24

FL121.74

TC122.00

FL121.50

TC122.54

FL122.04

TC121.60

FL121.10

TC121.55

FL121.05

G120.5

TC120.45

FL120.45

TC120.45

FL120.45

G120.5

TC120.45

FL120.45

TC120.45

FL120.45

TC122.00

FL121.50

TC121.75

FL121.25

TC122.00

FL121.50

TC121.75

FL121.25

TC121.60

FL121.10

TC121.60

FL121.10

TC122.00

FL121.50

TC122.00

FL121.50

TC121.60

FL121.10

TC121.60

FL121.10

TC121.51

FL121.01

TC121.40

FL120.90

TC121.43

FL120.93

TC121.98

FL121.48

TC121.11

FL120.61

TC121.25

FL120.75

TC120.84

FL120.34

TC120.73

FL120.23

TC122.21

FL121.71

TC121.98

FL121.48

TC123.05

FL122.55

TC123.05

FL122.55

TC123.05

FL122.55

TC123.05

FL122.55

TC122.23

FL121.73

TC121.27

FL121.27

TC121.22

FL121.22

G119.8MG

G120.7MG

G120.7MG

TC121.83

FL121.33

TC122.95

FL122.45

C122.25

P121.8MG

TC122.13

FL121.80

C122.49

P121.9MG

TC121.78

FL121.28

C122.20

P121.8MG

TC122.80

FL122.30

C122.72

P120.6MG

TC122.28

FL121.78

C122.33

P121.0MG

C122.97

P???MG

TC122.60

FL122.10

TC122.95

FL122.45

TC121.88

FL121.88

TC121.43

FL121.43

P121.2MG

P121.1MG P121.2MG

TC121.43

FL121.43

TC121.96

FL121.96

P121.2MG P121.2MG

C121.0MG

P121.3MG

TC121.63

FL121.13

P121.20

P121.20

P121.20

P121.20

TC122.95

FL122.45

P121.2MG

TC121.41

FL120.91

TC121.97

FL121.47

TC122.00

FL121.50

TC121.60

FL121.10

TC121.60

FL121.10

TC122.00

FL121.50

TC121.60

FL121.10

TC121.60

FL121.10

TC122.54

FL122.04

TC121.97

FL121.47

TC122.00

FL121.50

TC121.60

FL121.10

TC121.60

FL121.10

TC121.85

FL121.35

TC122.00

FL121.50

TC122.00

FL121.50

TC122.24

FL121.74

TC122.24

FL121.74

TC122.24

FL121.74

TC122.00

FL121.50

TC121.60

FL121.10

TC122.24

FL121.74

TC121.85

FL121.35

TC122.54

FL122.04

TC121.60

FL121.10

TC122.21

FL121.71

C121.78

C121.86

TC120.47

FL120.47

US Army Corps of Engineers ®

SHEET ID

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1909 CYPRESS AVENUE

VIRGINIA BEACH, VA 23451

(757) 417 - 0140

D E

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C R

MSA, P.C.

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

Environmental Sciences Planning Surveying Civil & Environmental Engineering

Landscape Architecture

W A

L L

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D M

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7/17/2020

OF 737

0' 30' 60' 90'

T

E

CG103

G R

A D

I N

G

P

L A

N

SHEET NOTES:

GRADING PLAN

SCALE: 1 IN. = 30 FT.

1. UTILITIES SHOWN MAY NOT DEPICT ACTUAL

CONDITIONS. CONTRACTOR SHALL FIELD LOCATE ALL

UTILITIES WITHIN LIMITS OF CONSTRUCTION PRIOR TO

BEGINNING WORK. ANY DISCREPANCIES SHALL BE

BROUGHT TO THE ATTENTION OF THE CONTRACTING

OFFICER PRIOR TO CONTINUING WITH WORK WITHIN

THAT AREA.

2. REFER TO SHEET C-002 FOR LEGEND AND

ABBREVIATIONS.

3. REFER TO SHEET CG601 FOR STORM SEWER

SCHEDULE INFORMATION

4. REFER TO SHEET V-003 FOR EXISTING STORM AND

SANITARY SCHEDULES.

E

N D

M E

US Army Corps of Engineers ®

SHEET ID

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F

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D

C

B

A

D A

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M A

R K

D E

S C

R I P

T I O

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1909 CYPRESS AVENUE

VIRGINIA BEACH, VA 23451

(757) 417 - 0140

D E

F E

N

P

P L

Y

C

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T E

R

R

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H M

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D S

C R

MSA, P.C.

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

Environmental Sciences Planning Surveying Civil & Environmental Engineering

Landscape Architecture

W A

L L

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7/17/2020

OF 737

0' 30' 60' 90'

CG104

T

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MATCH LINE - SEE SHEET CG105

SHEET NOTES:

STORM DRAINAGE PLAN

SCALE: 1 IN. = 30 FT.

1. UTILITIES SHOWN MAY NOT DEPICT ACTUAL

CONDITIONS. CONTRACTOR SHALL FIELD LOCATE ALL

UTILITIES WITHIN LIMITS OF CONSTRUCTION PRIOR TO

BEGINNING WORK. ANY DISCREPANCIES SHALL BE

BROUGHT TO THE ATTENTION OF THE CONTRACTING

OFFICER PRIOR TO CONTINUING WITH WORK WITHIN

THAT AREA.

2. REFER TO SHEET C-002 FOR LEGEND AND

ABBREVIATIONS.

3. REFER TO SHEETS CG201 TO CG205 FOR STORM

SEWER PROFILES.

4. REFER TO SHEET V-003 FOR EXISTING STORM AND

SANITARY SEWER SCHEDULES.

5. REFER TO SHEET CG601 FOR STORM DRAIN

SCHEDULE.

1 PROVIDE VDOT MH-1 TOP UNIT ON EXISTING

STRUCTURE. ADJUST RIM ELEVATION TO PROPOSED

GRADE OF 121.40.

2 PROVIDE FITTING TO EXTEND PVC MONITORING WELL;

PROVIDE STANDARD VALVE BOX AND COVER TO

FINAL GRADE AS INDICATED ON SHEET C-514

3 UPON ROUGH GRADING OF GRASS CHANNEL BOTTOM,

PROVIDE VDOT EC-2 MATTING TO PROTECT THE

CHANNEL UNTIL UPSTREAM DRAINAGE AREAS ARE

STABILIZED

NEW WORK KEYNOTES:

E

N D

M E

126A

US Army Corps of Engineers ®

SHEET ID

M

Y

C

O R

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D E

S I G

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2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R I P

T I O

N

1909 CYPRESS AVENUE

VIRGINIA BEACH, VA 23451

(757) 417 - 0140

D E

F E

N

P

P L

Y

C

E N

T E

R

R

I C

H M

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A

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A

V I A

T I O

N

D S

C R

MSA, P.C.

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

Environmental Sciences Planning Surveying Civil & Environmental Engineering

Landscape Architecture

W A

L L

D

D

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A

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O O

L P

E R

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7/17/2020

OF 737

0' 30' 60' 90'

CG105

T

O R

M

D

R A

I N

A G

E

P

L A

N

MATCH LINE - SEE SHEET CG104

SHEET NOTES:

STORM DRAINAGE PLAN

SCALE: 1 IN. = 30 FT.

M A

T

E

1. UTILITIES SHOWN MAY NOT DEPICT ACTUAL

CONDITIONS. CONTRACTOR SHALL FIELD LOCATE ALL

UTILITIES WITHIN LIMITS OF CONSTRUCTION PRIOR TO

BEGINNING WORK. ANY DISCREPANCIES SHALL BE

BROUGHT TO THE ATTENTION OF THE CONTRACTING

OFFICER PRIOR TO CONTINUING WITH WORK WITHIN

THAT AREA.

2. REFER TO SHEET C-002 FOR LEGEND AND

ABBREVIATIONS.

3. REFER TO SHEETS CG201 TO CG205 FOR STORM

SEWER PROFILES.

4. REFER TO SHEET V-003 FOR EXISTING STORM AND

SANITARY SEWER SCHEDULES.

1 DRILL INVERT INTO EXISTING STRUCTURE

INV = 120.90 (RD)

2 PROVIDE FITTING TO EXTEND PVC MONITORING WELL;

PROVIDE STANDARD VALVE BOX AND COVER TO

FINAL GRADE AS INDICATED ON SHEET C-514

3 UPON ROUGH GRADING OF GRASS CHANNEL BOTTOM,

PROVIDE VDOT EC-2 MATTING TO PROTECT THE

CHANNEL UNTIL UPSTREAM DRAINAGE AREAS ARE

STABILIZED

NEW WORK KEYNOTES:

SEE SHEET CG402

E

N D

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W W W W

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W W W W W W

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W

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C15

C14

C4

C7

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C9

C10

C11

C12

C13

B1

B2

B3

B4

B5

B6

B7

B8

B9

US Army Corps of Engineers ®

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

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D E

S I G

N E

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2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R I P

T I O

N

1909 CYPRESS AVENUE

VIRGINIA BEACH, VA 23451

(757) 417 - 0140

D E

F E

N

P

P L

Y

C

E N

T E

R

R

I C

H M

O N

D

D

S C

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A

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D E

F E

N S

E

L

O G

I S

T I C

S

A

G E

N C

Y

A

V I A

T I O

N

D S

C R

MSA, P.C.

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

Environmental Sciences Planning Surveying Civil & Environmental Engineering

Landscape Architecture

W A

L L

D

D

L E

R

A

W

O O

L P

E R

T

C

O M

P A

N Y

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7/17/2020

OF 737

0' 30' 60' 90'

CG106

T

O R

M

D

R A

I N

A G

E

P

L A

N

M A

T

E

SHEET NOTES:

STORM DRAINAGE PLAN

SCALE: 1 IN. = 30 FT.

1. UTILITIES SHOWN MAY NOT DEPICT ACTUAL

CONDITIONS. CONTRACTOR SHALL FIELD LOCATE ALL

UTILITIES WITHIN LIMITS OF CONSTRUCTION PRIOR TO

BEGINNING WORK. ANY DISCREPANCIES SHALL BE

BROUGHT TO THE ATTENTION OF THE CONTRACTING

OFFICER PRIOR TO CONTINUING WITH WORK WITHIN

THAT AREA.

2. REFER TO SHEET C-002 FOR LEGEND AND

ABBREVIATIONS.

3. REFER TO SHEETS CG201 TO CG205 FOR STORM

SEWER PROFILES.

4. REFER TO SHEET V-003 FOR EXISTING STORM AND

SANITARY SEWER SCHEDULES.

1 INSTALL 6" PERFORATED UNDERDRAIN @

S=0.50%; CONNECT TO DROP INLET AT

ELEVATION AS INDICATED ON SHEET CG601

2 STORM SEWER CLEANOUT

3 UPON ROUGH GRADING OF GRASS CHANNEL

BOTTOM, PROVIDE VDOT EC-2 MATTING TO

PROTECT THE CHANNEL UNTIL UPSTREAM

DRAINAGE AREAS ARE STABILIZED

NEW WORK KEYNOTES:

3 3

E

N D

M E

Sheets and Views
17163D-CG-GradingSheets-CG101
17163D-CG-GradingSheets-CG102
CG103 and 106.pdf
Sheets and Views
17163D-CG-GradingSheets-CG103
17163D-CG-GradingSheets-CG106
CG104-105.pdf
Sheets and Views
17163D-CG-GradingSheets-CG104
17163D-CG-GradingSheets-CG105

File details come from the government source that posted it. Updated .