653-23-101 Roseburg Repair-Replace_Final Construction Documents - Drawings Addendum No 1 c.pdf

PDF 17 MB Posted Apr 29, 2026

Attached to: Z2NZ--CON-NRM 653-23-101 Repair-Replace Campus Sewer and Storm Drain Lines
Solicitation number: 36C26026R0023-0003
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 20

About this file

Written by GovTribe AI · Apr 29, 2026

These are construction documents for a sanitary sewer and drain lines repair/replacement project at a U.S. Department of Veterans Affairs campus located at 913 NW Garden Valley Boulevard in Roseburg, Oregon (Project No. 653-23-101). The documents are 100% construction documents prepared by GDM of Oregon, the Architect/Engineer of Record, dated January 19, 2024, and consist of improvements plans and sanitary sewer profiles.

The project includes the installation and repair of multiple sanitary sewer lines with varying pipe sizes and slopes. Main components include: Main A sewer line with 12-inch PVC pipe at 0.63% slope (99 linear feet) and 10-inch PVC pipe at 2.17% slope (275 linear feet); Main B sewer line with 10-inch PVC pipe at 2.07% slope (242 linear feet); and multiple lateral connections ranging from 6-inch to 18-inch PVC pipes at various slopes between 0.40% and 3.78%. The project involves installation of new sanitary sewer manholes (designated 1031-1064 series) with specific rim elevations and invert elevations documented in detail. The construction documents specify connections to existing building laterals, installation of cleanout access points, wye connections, and concrete encasement requirements in areas where utilities are proximate. Utility coordination requirements are detailed, including conflicts with existing water, gas, storm sewer, electric, telecommunications, and irrigation lines that require careful management during construction.

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SDSDSDSD

5+52

0+00

1+00

2+00

3+00

4+00

0+00

1+00

2+00

3+00

PROJECT NO.

SHEET NO.

DRAWING NO.

PROJECT TITLE

FLS

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD

321 4 5 6 7 8 9 10

STAMP

LOCATION

Fi le

P at h

Revisions: Date: CONSULTANT

CONSULTANT:

GDM of Oregon

1000 W. STEUBEN ST., UNIT 3

BINGEN, WA 98605

P: 541.426.4723

ADAM GODDIN, PE

WWW.GDM-AE.COM

JAN 19, 2024

100% CONSTRUCTION

DOCUMENTS

653-23-101REPAIR/REPLACE CAMPUS

SEWER AND DRAIN LINES

913 NW GARDEN VALLEY BLVD.

ROSEBURG, OR 97471

CJD DCT

OF 117

ADDENDUM No.1 - SOLICITATION RFI 04/28/2026

IMPROVEMENTS PLAN - SANITARY SEWER

00-CU-101

PROPOSED IMPROVEMENTS PLAN

SCALE: 1" = 20'

Feet 0 20 40

-C U

-1

MATCH LINE

SHEET 00-CU-104

SANITARY SANITARY SEWER PROFILE - MAIN A - 0+00 - 3+00

SCALE: H: 1" = 20' V: 1" = 5'

EX. MANHOLE TO BE

REMOVED

MANHOLE - 1065

STA:. 0+00

RIM = 445.95

I.E. ( NE) = 440.85

I.E. (SW) = 440.65

278 L.F. - 24" P.V.C @ SLOPE 0.44%

EXISTING

GROUND

EXISTING

GROUND

99 L.F. - 12" P.V.C. @ SLOPE 0.63%

MANHOLE - 1064

STA:. 0+00

RIM = 446.59

I.E. (N) = 441.99 I.E. (N) = 441.89

I.E. (SW) = 441.89

MANHOLE - 1063

STA:. 1+02

RIM = 448.22

I.E. (NW) = 442.72

I.E. (SE) = 442.62

275 L.F. - 10" P.V.C. @ SLOPE 2.17%

SANITARY SANITARY SEWER PROFILE - MAIN B - 0+00 - 4+69

SCALE: H: 1" = 20' V: 1" = 5'

MANHOLE - 1056A

STA:. 3+80

RIM = 454.86

I.E. (N) = 448.80

I.E. (SE) = 448.70

242 L.F. - 10" P.V.C. @ SLOPE 2.07%

MANHOLE - 1064

STA:. 3+00

RIM = 446.59

I.E. (N) = 441.99 I.E. (N) = 441.89

I.E. (SW) = 441.89

GAS

STA.: 0+03

TOP = 439.85

WATER

STA.: 0+91

TOP = 441.06

WATER

STA.: 3+41

TOP = 450.86

GAS

STA.: 3+55

TOP = 451.46

STORM SEWER

STA.: 3+92

TOP = 452.54WATER

STA.: 3+28

TOP = 450.35

ELECTRIC

STA.: 2+87

TOP = 451.05

16 L.F. EX. 15"

SANITARY SEWER MAIN

TO BE REMOVED.

SSMH 1064 TO SSMH 1062

-C U

-1

O S

NEW MANHOLE - 1065

STA:. 0+00

RIM = 445.95

I.E. (NE) = 440.85

I.E. (S) = 440.65

WATER

STA.: 1+67

TOP = 445.80

PROJECT NO.

SHEET NO.

DRAWING NO.

PROJECT TITLE

FLS

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD

321 4 5 6 7 8 9 10

STAMP

LOCATION

Fi le

P at h

Revisions: Date: CONSULTANT

CONSULTANT:

GDM of Oregon

1000 W. STEUBEN ST., UNIT 3

BINGEN, WA 98605

P: 541.426.4723

ADAM GODDIN, PE

WWW.GDM-AE.COM

JAN 19, 2024

100% CONSTRUCTION

DOCUMENTS

653-23-101REPAIR/REPLACE CAMPUS

SEWER AND DRAIN LINES

913 NW GARDEN VALLEY BLVD.

ROSEBURG, OR 97471

CJD DCT

OF 117

ADDENDUM No.1 - SOLICITATION RFI 04/28/2026

IMPROVEMENTS PLAN - SANITARY SEWER

00-CU-103.1

SCALE: H: 1" = 20' V: 1" = 5'

EXISTING

GROUND

64 L.F. - 6" P.V.C. @

SLOPE 1.00%

INSTALL WYE AND

CONNECT TO EX.

SEWER LATERAL

I.E. = 463.18

INSTALL 6" C.O. PROVIDE

PLUGGED STUB TO BE

CONNECTED TO SUMP

I.E. = 463.82

SANITARY SEWER PROFILE -MAIN B - GREASE TRAP

EXISTING

GROUND

GREASE TRAP

I.E. = 462.59

123 L.F. - 6" P.V.C. @ SLOPE 0.4%

EXISTING

GROUND

180 L.F. - 8" P.V.C. @ 3.78% SLOPE

MANHOLE - 1032

STA:. 1+81

RIM = 472.71

I.E. (NE) = 469.91

I.E. (SE) = 469.91

I.E. (W) = 469.81

SANITARY SEWER PROFILE - MAIN B - MH 1031 - 1032

SCALE: H: 1" = 20' V: 1" = 5'

SANITARY SEWER PROFILE - MAIN B - BUILDING 65

SCALE: H: 1" = 20' V: 1" = 5'

SANITARY SEWER PROFILE -MAIN B - BUILDING 71

SCALE: H: 1" = 20' V: 1" = 5'

SANITARY SEWER PROFILE -MAIN B - BUILDING 65 (2)

SCALE: H: 1" = 20' V: 1" = 5'

SANITARY SEWER PROFILE -MAIN B - BUILDING 60

SCALE: H: 1" = 20' V: 1" = 5'

SANITARY SEWER PROFILE -MAIN B - MH 1032 - BUILDING 1AC

SCALE: H: 1" = 20' V: 1" = 5'

SANITARY SEWER PROFILE -MAIN B - BUILDING 1AC

SCALE: H: 1" = 20' V: 1" = 5'

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

55 L.F. - 6" P.V.C. @

SLOPE 1.00%

65 L.F. - 6" P.V.C. @

SLOPE 1.00%

46 L.F. - 6" P.V.C. @

SLOPE 1.00%

229 L.F. - 6" P.V.C.

@ SLOPE 1.00%

INSTALL WYE AND

CONNECT TO EX.

SEWER LATERAL

INSTALL WYE AND

CONNECT TO EX.

SEWER LATERAL

INSTALL WYE AND

CONNECT TO EX.

SEWER LATERAL

CONNECT TO EX.

BUILDING LATERAL

CONNECT TO EX.

BUILDING LATERAL

CONNECT TO EX.

BUILDING LATERAL

CONNECT TO EX.

BUILDING LATERAL

CONNECT TO EX.

BUILDING LATERAL

MANHOLE - 1031

STA:. 0+00

RIM = 465.99

I.E. (NW) = 463.09

I.E. (E) = 462.99 I.E. (S) = 462.89

MANHOLE - 1038

STA:. 13+70

RIM = 469.01

I.E. (N) = 462.01 I.E. (S) = 461.91

MANHOLE - 1032

STA:. 0+00

RIM = 472.71

I.E. (NE) = 469.91

I.E. (SE) = 469.91

I.E. (W) = 469.81

MANHOLE - 1032

STA:. 0+00

RIM = 472.71

I.E. (NE) = 469.91

I.E. (SE) = 469.91

I.E. (W) = 469.81

WATER

STA.: 0+11

TOP = 462.50

STORM SEWER

STA.: 0+35

TOP = 465.95

WATER

STA.: 1+42

TOP = 467.75

STORM SEWER

STA.: 0+43

TOP = 472.65

STORM SEWER

STA.: 0+04

TOP = 472.00

STORM SEWER

STA.: 0+11

TOP = 472.15

WATER

STA.: 0+54

TOP = 469.10

GAS

STA.: 1+27

TOP = 469.50

WATER

STA.: 1+90

TOP = 470.61

STORM SEWER

STA.: 0+03

TOP = 468.90

STORM SEWER

STA.: 0+19

TOP = 466.15

STORM SEWER

STA.: 1+09

TOP = 469.40

WATER

STA.: 0+17

TOP = 462.25

STORM SEWER

STA.: 13+75

TOP = 468.30

STORM SEWER

STA.: 14+84

TOP = 464.50

WATER

STA.: 14+35

TOP = 463.54

WATER

STA.: 14+37

TOP = 463.51

WATER

STA.: 14+74

TOP = 462.36

POWER UNDERGROUND

STA.: 1+60

TOP = 467.96

POWER UNDERGROUND

STA.: 1+63

TOP = 468.05

POWER UNDERGROUND

STA.: 0+54

TOP = 464.09

POWER UNDERGROUND

STA.: 0+28

TOP = 468.31

POWER UNDERGROUND

STA.: 0+08

TOP = 469.03

WATER

STA.: 0+27

TOP = 467.30

POWER UNDERGROUND

STA.: 0+19

TOP = 469.05

POWER UNDERGROUND

STA.: 0+31

TOP = 469.15

WATER

STA.: 0+81

TOP = 467.43

POWER UNDERGROUND

STA.: 1+07

TOP = 470.48

STORM SEWER

STA.: 0+17

TOP = 465.67

CONCRETE ENCASEMENT STA. 0+00

TO 0+21. SEE DETAIL ON SHEET

02-CU-102I.E. = 462.11

CONCRETE ENCASEMENT STA. 1+32

TO 1+52. SEE DETAIL ON SHEET

02-CU-102

CONCRETE ENCASEMENT STA. 1+80

TO 2+00. SEE DETAIL ON SHEET

02-CU-102

CONCRETE ENCASEMENT STA. 0+46

TO 0+64. SEE DETAIL ON SHEET

02-CU-102

ELECTRIC

STA: 0+15

TOP: 468.82

33 L.F. - 6" P.V.C.

@ 1.00%

WATER

STA.: 0+82

TOP = 467.43

WATER

STA.: 0+18

TOP = 462.60

Dr.

Centenial

S Um pq ua

Dr.

Centenial

0+00

1+00

7+00

8+00

9+00

10+00

11+00

12+00

13+00

14+00

0+00

0+43

0+00

0+53

PROJECT NO.

SHEET NO.

DRAWING NO.

PROJECT TITLE

FLS

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD

321 4 5 6 7 8 9 10

STAMP

LOCATION

Fi le

P at h

Revisions: Date: CONSULTANT

CONSULTANT:

GDM of Oregon

1000 W. STEUBEN ST., UNIT 3

BINGEN, WA 98605

P: 541.426.4723

ADAM GODDIN, PE

WWW.GDM-AE.COM

JAN 19, 2024

100% CONSTRUCTION

DOCUMENTS

653-23-101REPAIR/REPLACE CAMPUS

SEWER AND DRAIN LINES

913 NW GARDEN VALLEY BLVD.

ROSEBURG, OR 97471

CJD DCT

OF 117

ADDENDUM No.1 - SOLICITATION RFI 04/28/2026

IMPROVEMENTS PLAN - SANITARY SEWER

00-CU-105

PROPOSED IMPOROVEMENTS PLAN

SCALE: 1" = 20' Feet

0 20 40

MATCH LINE

SHEET 00-CU-111

-C U

-1

MATCH LINE

SHEET 00-CU-104

SANITARY SEWER PROFILE - MAIN A - STA 7+00 - 13+80

SCALE: H: 1" = 20' V: 1" = 5'

135 L.F. - 18" P.V.C. @ SLOPE 0.58% 92 L.F. - 18" P.V.C. @ SLOPE 0.48%

170 L.F. - 18" P.V.C. @ SLOPE 0.4%

162 L.F. - 18" P.V.C. @ SLOPE 0.47%

MANHOLE - 1061

STA:. 7+61

RIM = 450.50

I.E. (NW) = 444.40

I.E. (SW) = 444.40

I.E. (W) = 444.50

MANHOLE - 1050A

STA:. 13+80

RIM = 458.30

I.E. (N) = 447.35

(SE) = 447.25

EXISTING

GROUND

STORM SEWER

STA.: 7+07

TOP = 447.45

ABANDONED WATER

STA.: 7+55

TOP = 442.85

TELECOMMUNICATIONS/ELECTRIC

STA.: 8+92

TOP = 448.70

STORM SEWER

STA.: 9+01

TOP = 448.30

GAS

STA.: 9+77

TOP = 448.90

TELECOMM

STA.: 10+51

TOP = 450.65

STORM SEWER

STA.: 12+54

TOP = 452.20

MANHOLE - 1059

STA:. 8+56

RIM = 451.79

I.E. (E) = 445.83

I.E. (NE) = 444.95

I.E. (SW) = 444.85

WATER

STA.: 7+46

TOP = 442.81

ELECTRIC

STA.: 10+73

TOP = 449.63

ELECTRIC

STA.: 13+64

TOP = 454.00

SSMH 1062 TO 1061

IRRIGATION

STA.: 7+16

TOP = 448.94

IRRIGATION

STA.: 7+59

TOP = 449.14

IRRIGATION

STA.: 7+88

TOP = 449.73

IRRIGATION

STA.: 8+47

TOP = 450.53

IRRIGATION

STA.: 8+85

TOP = 450.20

IRRIGATION

STA.: 9+07

TOP = 450.50

IRRIGATION

STA.: 9+99

TOP = 451.60

IRRIGATION

STA.: 13+33

TOP = 455.12

MANHOLE - 1050

STA:. 14+50

RIM = 458.27

I.E. (N) = 447.57

I.E. (NW) = 452.57

I.E. (S) = 447.57

MANHOLE - 1055

STA:. 12+25

RIM = 454.04

(N) = 447.54

(NE) = 447.64

(W) = 446.60

(S) = 446.50

STORM SEWER

STA.: 12+00

TOP = 452.43

TELECOMMUNICATIONS

STA.: 12+20

TOP = 450.50

STORM SEWER

STA.: 10+90

TOP = 452.20

MANHOLE - 1059A

STA:. 10+34

RIM = 453.23

I.E. (NW) = 445.73

I.E. (S) = 445.63

175 L.F. - 18" P.V.C. @ SLOPE 0.4%

46 L.F. - 18" P.V.C. @ SLOPE 0.57%

PROJECT NO.

SHEET NO.

DRAWING NO.

PROJECT TITLE

FLS

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD

321 4 5 6 7 8 9 10

STAMP

LOCATION

Fi le

P at h

Revisions: Date: CONSULTANT

CONSULTANT:

GDM of Oregon

1000 W. STEUBEN ST., UNIT 3

BINGEN, WA 98605

P: 541.426.4723

ADAM GODDIN, PE

WWW.GDM-AE.COM

JAN 19, 2024

100% CONSTRUCTION

DOCUMENTS

653-23-101REPAIR/REPLACE CAMPUS

SEWER AND DRAIN LINES

913 NW GARDEN VALLEY BLVD.

ROSEBURG, OR 97471

CJD DCT

OF 117

ADDENDUM No.1 - SOLICITATION RFI 04/28/2026

IMPROVEMENTS PLAN - SANITARY SEWER

00-CU-105.01

SANITARY SEWER PROFILE - MAIN A - BUILDING 5

SCALE: H: 1" = 20' V: 1" = 5' SANITARY SEWER PROFILE - MAIN A - BUILDING 4

SCALE: H: 1" = 20' V: 1" = 5'

SANITARY SEWER PROFILE - LATERAL A6 - STA 0+00 - 0+90

SCALE: H: 1" = 20' V: 1" = 5'

EXISTING

GROUND

MANHOLE - 1059

STA:. 0+00

RIM = 451.79

I.E. (E) = 445.83

I.E. (NE) = 444.95

I.E. (SW) = 444.85

38 L.F. - 6" P.V.C.

@ SLOPE 1.00%

EXISTING

GROUND

MANHOLE - 1061

STA:. 0+00

RIM = 450.50

I.E. (NW) = 444.40

I.E. (SW) = 444.40

I.E. (W) = 444.50

43 L.F. - 6" P.V.C.

142 L.F. - 6" P.V.C. @ SLOPE 1.04%

CONNECT TO EX.

BUILDING LATERAL (TYP)

CONNECT TO EX.

BUILDING LATERAL (TYP)

EXISTING

GROUND

MANHOLE - 1056

STA:. 0+00

RIM = 454.86

I.E. (NW) = 445.86

I.E. (NE) = 445.96

I.E. (SE) = 445.86

STORM SEWER

STA.: 0+39

TOP = 446.85

STORM SEWER

STA.: 0+32

TOP = 448.40

STORM SEWER

STA.: 0+37

TOP = 446.52

STORM SEWER

STA.: 0+13

TOP = 452.45

ABANDONED

STA.: 0+83

TOP = 449.00

INSTALL 6" C.O.

@ STA 0+38

15 L.F. - 6" P.V.C.

@ SLOPE

1.00%

ELECTRIC

STA.: 0+46

TOP = 450.08

IRRIGATION

STA.: 0+22

TOP = 449.20

SD SD SD SD SD SD SD SD SD

0+00

1+00

2+00

3+00

4+00

5+00

PROJECT NO.

SHEET NO.

DRAWING NO.

PROJECT TITLE

FLS

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD

321 4 5 6 7 8 9 10

STAMP

LOCATION

Fi le

P at h

Revisions: Date: CONSULTANT

CONSULTANT:

GDM of Oregon

1000 W. STEUBEN ST., UNIT 3

BINGEN, WA 98605

P: 541.426.4723

ADAM GODDIN, PE

WWW.GDM-AE.COM

JAN 19, 2024

100% CONSTRUCTION

DOCUMENTS

653-23-101REPAIR/REPLACE CAMPUS

SEWER AND DRAIN LINES

913 NW GARDEN VALLEY BLVD.

ROSEBURG, OR 97471

CJD DCT

OF 117

ADDENDUM No.1 - SOLICITATION RFI 04/28/2026

IMPROVEMENTS PLAN - SANITARY SEWER

00-CU-111

PROPOSED IMPOROVEMENTS PLAN

SCALE: 1" = 20'

Feet 0 20 40

-C U

-1

-C U

-1

SANITARY SEWER PROFILE - LATERAL A6 - STA 0+90 - 2+88

SCALE: H: 1" = 20' V: 1" = 5'

162 L.F. - 18" P.V.C. @ SLOPE 0.47% 147 L.F. - 6" P.V.C. @ SLOPE 0.50%

EXISTING

GROUND

STORM SEWER

STA.: 1+20

TOP = 452.43

GAS

STA.: 1+82

TOP = 450.00

TELECOMMUNICATIONS

STA.: 1+36

TOP = 450.50

O S

IRRIGATION

STA.: 2+27

TOP = 450.15

MANHOLE - 1055

STA:. 1+35

RIM = 454.04

(N) = 447.54

(NE) = 447.64

(W) = 446.60

(S) = 446.50

Sheets and Views

04B_22-159_ROSEBURG-PROP-SEWER-01 - PROP IMP SEWER

04B_22-159_ROSEBURG-PROP-SEWER-03 - PROP IMP SEWER (2)

04B_22-159_ROSEBURG-PROP-SEWER-03 - PROP IMP SEWER (3)

04B_22-159_ROSEBURG-PROP-SEWER-05 - PROP IMP SEWER

04B_22-159_ROSEBURG-PROP-SEWER-05 - PROP IMP SEWER (2)

04B_22-159_ROSEBURG-PROP-SEWER-11 - PROP IMP SEWER

File details come from the government source that posted it. Updated Apr 29, 2026.