Attachment 136 2020-07-17_DLA OPS II_CG601.pdf

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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

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Written by GovTribe AI ·

This document provides grading sheets for a storm drainage schedule and related details for a construction project. The sheets specify pipe sizes, lengths, slopes, depths of cover, and structure details for a new storm drainage system. Over 150 pipe segments, ranging from 8 to 36 inches in diameter, are scheduled with relevant invert elevations and connections shown. Standard VDOT structures including manholes, inlets, and junction boxes are also detailed. The grading sheets appear to be design documents for a stormwater management system associated with the DLA Aviation Operations Center, Phase II project described in solicitation number W91235620R2005 issued by the Army Corps of Engineers Norfolk District.

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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 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 134 2020-07-17_DLA OPS II_CG101-CG106.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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US Army Corps of Engineers ®

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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

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7/17/2020

OF 737

CG601

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VDOT ST'D DI-1

RIM = 119.80

INV (6" UD) = 117.05

INV (15") = 115.86

71' - 15" RCP @ 0.70% (4' COVER)

INV. (IN) 115.86 INV. (OUT) 115.36

VDOT ST'D DI-1

RIM = 119.80

INV (6" UD) = 117.05

INV (15") = 115.36

67' - 15" RCP @ 0.90%

INV. (IN) 115.36 INV. (OUT) 114.76

CONNECT TO EXISTING STRUCTURE

EXISTING STRUCTURE TO REMAIN

VDOT ST'D. MH-1 FRAME & COVER

RIM = 120.52

INV. = 113.40

EXISTING STRUCTURE TO REMAIN

VDOT ST'D. T-DI-3 TOP

RIM = 120.73

INV. = 113.28

EXISTING STRUCTURE TO REMAIN

VDOT ST'D. T-DI-3 TOP

RIM = 120.84

INV. = 112.00

VDOT ST'D DI-1

RIM = 119.80

INV (6" UD) = 117.05

INV (15") = 115.86

35' - 15" RCP @ 0.35% (4' COVER)

INV. (IN) 115.86 INV. (OUT) 115.74

VDOT ST'D DI-1

RIM = 119.80

INV (6" UD) = 117.05

INV (15") = 115.74

71' - 15" RCP @ 0.70%

INV. (IN) 115.74 INV. (OUT) 115.24

VDOT ST'D DI-1

RIM = 119.80

INV (6" UD) = 117.05

INV (15") = 115.86

35' - 15" RCP @ 0.35% (4' COVER)

INV. (IN) 115.86 INV. (OUT) 115.74

VDOT ST'D DI-1

RIM = 119.80

INV (6" UD) = 117.05

INV (15") = 115.24

67' - 18" RCP @ 0.10% (4' COVER)

INV. (IN) 115.24 INV. (OUT) 114.57

VDOT ST'D. MH-1 OR 2

VDOT ST'D MH-1 FRAME & COVER

RIM = 122.30

INV. = 111.83

EXISTING STRUCTURE TO REMAIN

VDOT ST'D. T-DI-3 TOP

RIM = 121.27

INV. = 110.96

EXISTING STRUCTURE TO REMAIN

VDOT ST'D. T-DI-3 TOP

RIM = 121.25

INV. = 110.14

VDOT ST'D DI-1

RIM = 119.80

INV (6" UD) = 117.05

INV (15") = 115.86

35' - 15" RCP @ 0.35% (4' COVER)

INV. (IN) 115.86 INV. (OUT) 115.74

VDOT ST'D DI-1

RIM = 119.80

INV (6" UD) = 117.05

INV (15") = 115.74

71' - 15" RCP @ 0.70% (4' COVER)

INV. (IN) 115.74 INV. (OUT) 115.24

VDOT ST'D DI-1

RIM = 119.80

INV (6" UD) = 117.05

INV (15") = 115.86

35' - 15" RCP @ 0.35% (3.5' COVER)

INV. (IN) 115.86 INV. (OUT) 115.74

VDOT ST'D DI-1

RIM = 119.80

INV (6" UD) = 117.05

INV (15") = 115.24

67' - 18" RCP @ 1.00% (4' COVER)

INV. (IN) 115.24 INV. (OUT) 114.57

VDOT ST'D. MH-1 OR 2

VDOT ST'D MH-1 FRAME & COVER

RIM = 122.30

INV. = 109.93

EXISTING STRUCTURE TO REMAIN

VDOT ST'D. T-DI-3 TOP

RIM = 121.40

INV. = 108.77

VDOT ST'D DI-1

RIM = 120.30

INV. = 117.25

38' - 15" RCP @ 0.42% (3' COVER)

INV. (IN) 117.25 INV. (OUT) 117.09

EXISTING STRUCTURE TO REMAIN

VDOT ST'D. T-DI-1 TOP

RIM = 119.20

INV. = 105.90

VDOT ST'D DI-1

RIM = 120.06

INV. = 109.20

CONNECT TO EXISTING 12" & 24" PIPES

117' - 24" RCP @ 0.45% (8' COVER)

INV. (IN) 109.20 INV. (OUT) 108.67

VDOT ST'D DI-1

RIM = 120.50

INV. = 108.67

3" ORIFICE

INV. =119.70

95' - 24" RCP @ 0.45% (10' COVER)

INV. (IN) 108.67 INV. (OUT) 108.24

VDOT ST'D DI-1

RIM = 123.45

INV. = 120.95 (RD)

INV. = 118.75

70' - 8" HDPE @ 0.40% (3' COVER)

INV. (IN) 118.75 INV. (OUT) 118.47

VDOT ST'D DI-1

RIM = 123.45

INV. = 120.95 (RD)

INV. = 118.47

44' - 10" HDPE @ 0.40% (3' COVER)

INV. (IN) 118.47 INV. (OUT) 118.29

VDOT ST'D DI-1

RIM = 121.00

INV.= 108.24

3" ORIFICE

INV. = 119.70

157' - 30" RCP @ 0.45% (9' COVER)

INV. (IN) 108.24 INV. (OUT) 107.53

VDOT ST'D DI-1

RIM = 119.15

INV. = 117.20 (RD)

INV. = 107.53

57' - 30" RCP @ 0.51% (10' COVER)

INV. (IN) 107.53 INV. (OUT) 107.24

VDOT ST'D DI-1

RIM = 119.15

INV = 117.20 (RD)

INV. = 107.24

121' - 30" RCP @ 0.50% (10' COVER)

INV. (IN) 107.24 INV. (OUT) 106.63

VDOT ST'D DI-1

RIM = 119.00

INV. = 106.63

3" ORIFICE

INV. = 118.50

196' - 30" RCP @ 0.50% (11' COVER)

(IN) 106.63 INV. (OUT) 105.65

VDOT ST'D DI-2DD

RIM = 119.10

INV. = 104.41

80' - 36" RCP @ 0.65% (13' COVER)

104.41 INV. (OUT) 103.89

VDOT ST'D DI-2A

RIM = 119.12

INV. = 115.33

10' - 15" RCP @ 0.40% (3' COVER)

(IN) 115.33 INV. (OUT) 115.29

13' - 36" RCP @ 2.23% (13' COVER)

103.89 INV. (OUT) 103.60

VDOT ST'D DI-1

RIM = 123.45

INV. = 120.95 (RD)

INV. = 119.20

35' - 8" HDPE @ 0.40% (3.5' COVER)

INV. (IN) 119.20 INV. (OUT) 119.06

VDOT ST'D DI-1

RIM = 123.45

INV. = 120.95 (RD)

INV. = 119.06

58' - 8" HDPE @ 0.40% (4' COVER)

INV. (IN) 119.06 INV. (OUT) 118.83

VDOT ST'D DI-1

RIM = 123.45

INV. = 120.95 (RD)

INV. = 118.83

33' - 8" HDPE @ 0.40% (4' COVER)

(IN) 118.83 INV. (OUT) 118.70

VDOT ST'D DI-1

RIM = 123.45

INV. = 120.95 (RD)

INV. = 118.70

62' - 8" HDPE @ 0.40% (4' COVER)

INV. (IN) 118.70 INV. (OUT) 118.45

VDOT ST'D DI-1

RIM = 123.45

INV. = 120.95 (RD)

INV. = 118.45

46' - 12" HDPE @ 0.40% (4' COVER)

INV. (IN) 118.45 INV. (OUT) 118.27

VDOT ST'D DI-1

RIM = 123.45

INV. = 120.95 (RD)

INV. = 117.27

60' - 15" HDPE @ 0.40% (5' COVER)

INV. (IN) 117.27 INV. (OUT) 117.03

VDOT ST'D DI-1

RIM = 123.45

INV. = 120.95 (RD)

INV. = 116.03

82' - 18" HDPE @ 0.40% (2' COVER)

INV. (IN) 116.03 INV. (OUT) 115.70

VDOT ST'D. MH-1 OR 2

VDOT ST'D MH-1 FRAME & COVER

RIM = 121.55

INV. = 105.06

CONNECT TO EXISTING 30" PIPE

VDOT ST'D MH-1

RIM = 123.60

INV. = 120.30 (RD)

INV. = 120.30 (RD)

INV. = 122.74 (TRENCH)

INV. = 122.74 (TRENCH)

INV. = 114.80

84' - 24" RCP @ 0.35% (7' COVER)

INV. (IN) 114.80 INV. (OUT) 114.51

CONNECT TO EXISTING STRUCTURE

EXISTING STRUCTURE TO REMAIN

1 STD. T-DI-1 TOP REQ'D.

RIM = 118.80

INV. = 113.50

CONNECT PROPOSED 24" PIPE

52' - 24" RCP @ 0.35% (4' COVER)

INV. (IN) 113.50 INV. (OUT) 113.32

CONNECT TO EXISTING STRUCTURE

VDOT ST'D DI-1

RIM = 123.45

INV. = 120.95 (RD)

INV. = 119.50

36' - 8" HDPE @ 0.40% (3' COVER)

INV. (IN) 119.50 INV. (OUT) 119.35

VDOT ST'D DI-1

RIM = 123.45

INV = 120.95 (RD)

INV.= 119.50

46' - 8" HDPE @ 0.40% (3' COVER)

INV. (IN) 119.50 INV. (OUT) 119.32

VDOT ST'D DI-1

RIM = 123.45

INV. = 120.95 (RD)

INV. = 117.18

45' - 12" HDPE @ 0.40% (2' COVER)

INV. (IN) 117.18 INV. (OUT) 117.00

VDOT ST'D DI-1

RIM = 121.25

INV.= 113.76

74' - 15" RCP @ 0.35% (5' COVER)

INV. (IN) 113.76 INV. (OUT) 113.50

CONNECT TO EXISTING STRUCTURE

VDOT ST'D DI-1

RIM = 123.45

INV. = 120.95 (RD)

INV. = 119.00

50' - 8" HDPE @ 0.40% (3' COVER)

INV. (IN) 119.00 INV. (OUT) 118.80

VDOT ST'D DI-1

RIM = 123.45

INV. = 120.95 (RD)

INV. = 117.30

53' - 8" HDPE @ 0.40% (2' COVER)

INV. (IN) 117.30 INV. (OUT) 117.08

VDOT ST'D DI-1

RIM = 122.00

INV. = 116.50

3" ORIFICE

INV. = 120.00

100' - 15" RCP @ 0.35% (2' COVER)

INV. (IN) 116.50 INV. (OUT) 116.15

VDOT ST'D MH-1

RIM = 121.90

INV. = 115.00

100' - 18" RCP @ 0.35% (2' COVER)

INV. (IN) 115.00 INV. (OUT) 114.65

CONNECT TO EXISTING STRUCTURE

MODIFIED INLET

VDOT B-1, R-3 & T-DI-7

RIM = 119.50

6" X 12" ORIFICE = 117.90

INV. = 106.07 (30")

VDOT ST'D DI-5

RIM = 120.66

INV. = 115.00

15' - 15" RCP @ 1.00% (3' COVER)

INV. (IN) 115.00 INV. (OUT) 114.86

CONNECT TO EXISTING 12" PIPE

VDOT ST'D DI-2A

RIM = 119.33

INV. = 115.31

14' - 15" RCP @ 0.40% (3' COVER)

INV. (IN) 115.31 INV. (OUT) 115.25

CONNECT TO EXISTING STRUCTURE

VDOT ST'D DI-2A

RIM = 119.48

INV. = 117.10

12' - 15" RCP @ 0.42% (3' COVER)

INV. (IN) 117.10 INV. (OUT) 117.05

CONNECT TO EXISTING STRUCTURE

TO

TO 102

103 TO

104 TO

C8102

108 TO

TO

111 TO

TO 111

105 TO

106 TO 107

C8

C7

C4

C1

TO B7

TO

115114

TO

118115

TO

117116

TO

118117

TO

119118

TO

121120

TO

122121

TO

TO

136 TO

131 A27

A27

A27

TO 140

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MH7

TO

123 666

TO 135

TO 135

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TO 139

TO 125

TO 126

TO 127

TO 128

TO 129

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MH6

TO

144 1019

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TO

TO

SHEET NOTES:

1. PROVIDE VDOT IS-1 INLET SHAPING ON ALL NEW

STRUCTURES

2. CONNECT TO EXISTING STORM SEWER PIPES

USING A DOGHOUSE WITH FOOTING STRUCTURE

PER VDOT B-2 STANDARD PRECAST BASE UNITS

DETAIL (SHEET C-515).

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

SANITARY SCHEDULES.

TO

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Sheets and Views
17163D-CG-GradingSheets-CG402
17163D-CG-GradingSheets-CG601

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