Attachment 3 - Drawings 5 of 8.pdf

PDF 12 MB Posted Jul 27, 2020

Attached to: Z2NZ--Retrofit Campus Wide Infrastructure Systems - White City VA Southern Oregon Rehabilitation Center and Clinics (SORCC)
Solicitation number: 36E77620R0042
Issued by: Department of Veterans Affairs Headquarters

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for retrofitting campus-wide infrastructure systems at the White City VA Southern Oregon Rehabilitation Center and Clinics in White City, Oregon. The contractor will provide all labor, project management, materials, tools, and equipment to complete the scope of work detailed in the drawings and specifications for a sum between $10-20 million. As a Service-Disabled Veteran-Owned Small Business set-aside awarded by the Department of Veterans Affairs, the successful bidder must complete the project in accordance with the statement of work, specifications, and attachments by the close of solicitation 36E77620R0042. The location requires upgrades to plumbing, electrical, and mechanical systems across its facilities.

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Other files

File	Type	Posted
Technical Questions - White City Retrofit 1 VA SORCC.docx	DOCX document	Aug 28, 2020
36E77620R0042 0005.docx	DOCX document	Aug 28, 2020
692-16-101 Access Map.pdf	PDF	Aug 25, 2020
Technical Questions - White City Retrofit 1_VA SORCC.docx	DOCX document	Aug 25, 2020
36E77620R0042 0004.docx	DOCX document	Aug 25, 2020
692-16-101 List of Notes 27 28 and 29 on Sheets C102 through C201.pdf	PDF	Aug 25, 2020
Construction Wage Rates - Heavy - Jackson County - 8.14.pdf	PDF	Aug 25, 2020
Construction Wage Rates - Heavy - Jackson County - 8.14.20.pdf	PDF	Aug 18, 2020
692-16-101 Job Yard and laydown area.pdf	PDF	Aug 18, 2020
White City Technical Question.docx	DOCX document	Aug 18, 2020
36E77620R0042 0003.docx	DOCX document	Aug 18, 2020
692-16-101 Retrofit Infrastructure - Sign in sheets 2020-08-10.pdf	PDF	Aug 18, 2020
36E77620R0042 0002.docx	DOCX document	Aug 4, 2020
C301 Sanitary Sewer - Drawing 4 of 8.pdf	PDF	Aug 4, 2020
S06 - White City Technical Question.docx	DOCX document	Aug 4, 2020
C101 Potable Water - Drawing 3 of 8.pdf	PDF	Aug 4, 2020
C502 Surface Restoration Plan - Drawing 6 0f 8.pdf	PDF	Aug 4, 2020
Attachment 3 - Drawings 8 of 8 - Sheets 85 thru 90.pdf	PDF	Jul 29, 2020
Amendment 0001.pdf	PDF	Jul 29, 2020
Attachment 3 - Drawings 8 of 8 - Sheets 80 thru 84.pdf	PDF	Jul 29, 2020
Attachment 3 - Drawings 7 of 8.pdf	PDF	Jul 27, 2020
Attachment 3 - Drawings 4 of 8.pdf	PDF	Jul 27, 2020
Attachemnt 12 - VA Southern Oregon Rehabilitation Center and Clinics - Site Map.pdf	PDF	Jul 27, 2020
Attachment 1 - Summary of Work.pdf	PDF	Jul 27, 2020
S02 - Attachment 4 - Aerial-V1 of 9.pdf	PDF	Jul 27, 2020
Attachment 3 - Drawings 1 of 8.pdf	PDF	Jul 27, 2020
Attachment 3 - Drawings 3 of 8.pdf	PDF	Jul 27, 2020
Attachment 8 - WhiteCityVA_Stormwater Facility Design.pdf	PDF	Jul 27, 2020
Attachment 5 - Geotechnical Report - 04-21-17.pdf	PDF	Jul 27, 2020
Attachment 10 - Contractor Safety _ Env Record Form.docx	DOCX document	Jul 27, 2020
Attachment 3 - Drawings 2 of 8.pdf	PDF	Jul 27, 2020
S02 - Attachment 4 - Aerial-V7 of 9.pdf	PDF	Jul 27, 2020
36E77620R0042.docx	DOCX document	Jul 27, 2020
S02 - Attachment 4 - Aerial-V8 of 9.pdf	PDF	Jul 27, 2020
S02 - Attachment 4 - Aerial-V9 of 9.pdf	PDF	Jul 27, 2020
Attachment 6 - Geo Infiltration Testing - 2019-12-05 - FNL.pdf	PDF	Jul 27, 2020
Attachment 9 - ECPDC 692-16-101 - FY20.pdf	PDF	Jul 27, 2020
Attachment 2 - Final Specifications Revised - 06-29-20.pdf	PDF	Jul 27, 2020
S02 - Attachment 4 - Aerial-V4 of 9.pdf	PDF	Jul 27, 2020
Attachment 3 - Drawings 6 of 8.pdf	PDF	Jul 27, 2020
S02 - Attachment 4 - Aerial-V2 of 9.pdf	PDF	Jul 27, 2020
S02 - Attachment 4 - Aerial-V5 of 9.pdf	PDF	Jul 27, 2020
Attachment 7 - 692-16-101 Testing Requirements.pdf	PDF	Jul 27, 2020
S02 - Attachment 4 - Aerial-V6 of 9.pdf	PDF	Jul 27, 2020
S02 - Attachment 4 - Aerial-V3 of 9.pdf	PDF	Jul 27, 2020
Attachment 11 - Construction Wage Rates - 7.3.20.pdf	PDF	Jul 27, 2020

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VETERANS MEMORIAL (EXISTING)

VETERANS MEMORIAL (PROPOSED)

160+00 160+50 161+00 161+50 162+00 162+50 163+00 163+50 164+00 164+50 165+00 165+50 166+00 166+50 167+00 167+50 168+00 168+50 169+00 169+50 170+00

EXTG POWER

EXTG

POWER

I M

EXTG 10" IE 1325.83 IN (SE)

EXTG 10" IE 1325.92 OUT (NW)

EXTG 12" IE 1324.29 IN (SE)

EXTG 12" IE 1324.46 OUT (NW)

EXTG 10" IE 1325.27 IN (SE)

EXTG 10" IE 1325.27 OUT (NW)

EXTG 12" IE 1324.28 IN (SE)

EXTG 8" IE 1324.23 OUT (NW)

EXTG 10" IE 1324.71 IN (SE)

EXTG 18" IE 1324.71 OUT (NW)

EXTG 8" IE 1324.21 IN (SE)

EXTG 8" IE 1323.21 OUT (NW)

EXTG 8" IE 1321.78 IN (SE)

EXTG 15" IE 1321.33 IN (SW)

EXTG 8" IE 1321.83 OUT (NW)

EXTG 18" IE 1321.43 IN (SE)

EXTG 12" IE 1321.58 IN (SW)

EXTG 12" IE 1321.64 OUT (NW)

EXTG 8" IE 1321.80 IN (SE)

EXTG 8" IE 1321.80 OUT (NE)

EXTG 12" IE 1321.38 IN (SE)

EXTG 12" IE 1321.38 OUT (N)

EXTG 6" IE 1320.63 IN (SW)

EXTG 12" IE 1320.63 IN (NW)

EXTG 12" IE 1320.64 OUT (SE)

EXTG 12" IE 1320.64 OUT (NW)

EXTG SANITARY PIPE

EXTG STORM PIPE

160+00 160+50 161+00 161+50 162+00 162+50 163+00 163+50 164+00 164+50 165+00 165+50 166+00 166+50 167+00 167+50 168+00 168+50 169+00 169+50 170+00

12" IE 1317.27 OUT (NW)

273 LF 12" SS @ S=0.0022

12" IE 1316.67 IN (SE)

12" IE 1316.57 OUT (NW)

265 LF 12" SS @ S=0.0022

12" IE 1315.99 IN (SE)

12" IE 1315.79 OUT (N)

44 LF 12" SS @ S=0.0022

43 LF 12" SD @ S=0.0105

118 LF 12" SD @ S=0.0020

116 LF 12" S

=0.0087

26 LF 12" SD @ S=0.0149

36 LF 12" SD @ S=0.0161

59 LF 12" SD @ S=0.0093

50 LF 18" SD

@ S=0.0020

98 LF 12" SD @ S=0.0027

57 LF 12" SD @ S=0.0038

113 LF 10" SD @ S=0.0030

10" IE 1320.14 OUT (NW)

12" IE 1321.16 IN (S)

12" IE 1321.16 OUT (NE)

12" IE 1321.38 IN (SE)

12" IE 1321.38 OUT (N)

6" IE 1323.35 OUT (NE)

EXTG 4" IE 1322.29 IN (E)

EXTG 6" IE 1322.29 IN (NE)

12" IE 1321.64 OUT (NW)

EXTG 18" IE 1321.43 IN (SE)

EXTG 12" IE 1321.58 IN (SW)

15" IE 1321.43 OUT (NE)

12" IE 1321.66 IN (SE)

15" IE 1321.33 IN (SW)

18" IE 1321.33 OUT (NW)

12" IE 1322.22 IN (S)

12" IE 1322.21 OUT (NW)

12" IE 1322.82 IN (E)

12" IE 1322.80 OUT (N)

12" IE 1325.80 IN (NE)

12" IE 1325.80 OUT (NW)

12" IE 1324.46 IN (SE)

6" IE 1325.26 IN (SW)

EXTG 8" IE 1324.46 IN (NE)

12" IE 1324.46 OUT (NW)

12" IE 1324.22 IN (SE)

6" IE 1324.78 IN (S)

EXTG 8" IE 1324.78 IN (NE)

12" IE 1324.22 OUT (NW)

12" IE 1323.21 IN (SE)

12" IE 1323.21 OUT (W)

SS #4, 29 LF

TRENCHLESS

(PIPE BURSTING), SEE

DETAILS, 2/C706 &

3/C707

SS #5, 29 LF TRENCHLESS (PIPE

BURSTING), SEE DETAILS, 2/C706 &

3/C707

EXTG 10" IE 1326.26 OUT (SW)

EXTG 10" IE 1326.16 OUT (NW)

EXTG 6" WATER

CROSSING

EXTG 12" IE 1325.80 IN (NE)

EXTG 12" IE 1325.80 OUT (NW)

18" IE 1320.84 IN (S)

6" IE 1321.64 IN (SW)

18" IE 1320.64 OUT (NE)

INSTALL WATER LINE BELOW

EXTG STORM CROSSING, SEE

DETAIL 1, SHEET C707

56 LF 12" SS @ S=0.0022

12" IE 1315.69 IN (S)

12" IE 1315.49 OUT (NW)

31 LF 12" SD @ S=0.0020

22 LF 12" SD @ S=0.0020

12" IE 1325.35 IN (SE)

12" IE 1325.15 OUT (N)

12" IE 1325.09 IN (S)

12" IE 1324.89 OUT (W)

12" IE 1324.85 IN (E)

12" IE 1324.65 OUT (NW)

94 LF 12" SD @ S=0.0020

ADJUST EXTG

POWER AS

NECESSARY

STRUCTURE

(BUILDING 202

CORRIDOR)

(BUILDING 200

18" IE 1321.17 IN (SE)

18" IE 1320.97 OUT (N)

67 LF 18" SD

P H

SD OFFSET VARIES SD OFFSET VARIES SD OFFSET VARIES SS OFFSET VARIES

EXTG GRADE

AT CONTROL

LINE

PROFILE CONSTRUCTION NOTES

U.S. Department of Veterans Affairs william wilson architects pc 1022 SW Salmon Street, Suite 350 Portland, OR 97205 503.223.6693

VA Project Number

Building Number

Drawing Number

Revisions: Date:

APPROVAL SIGNATURES

Retrofit Campus Wide Infrastructure Systems - Water, Sewer, Storm

VA Southern Oregon Rehabilitation Center & Clinics 8495 Crater Lake Highway, White City, OR 97503

692-16-101 Drawing TitleCONSULTANT

Date Checked Drawn

Project Title

Location

Approved: Chief ITOS

Approved: Chief FMS

Approved: VA SORCC Director

Approved: Safety Manager

Approved: Service Chief

Approved: Chief of StaffApproved: AFGE

Approved: Associate Director

Approved: Infection Cntrl.

Phase

ARCHITECTOffice of Construction and Facilities Management

STAMP

FINAL CONSTRUCTION DOCUMENTSOREGON

EXPIRES: 12/31/19

12/22/17 PBS PBS

4412 SW Corbett Avenue

Portland, OR 97239

503.248.1939

PBS Engineering and

Environmental Inc.

pbsusa.com

HORIZ.

VERT.

Scale 1" =

0 15

2.5 105

30'

KEY MAP

NORTH PROJECT

NORTH

C403

SEWER PROFILE PLAN - VETERANS

MEMORIAL DRIVE

2017-12-19T22:21:45-0800

George Drake, PE

KELLY RD NORTH (EXISTING)

KELLY RD NORTH (PROPOSED) - STORM WEST OF CONTROL LINE

KELLY RD NORTH (PROPOSED) - STORM EAST OF CONTROL LINE

250+00 250+50 251+00 251+50 252+00 252+50 253+00 253+50 254+00 254+50 255+00 255+50 256+00 256+36

GAS

EXTG 12" IE 1325.64 IN (NE)

EXTG 12" IE 1325.64 OUT (SW)

EXTG 6" IE 1325.39 IN (NE)

EXTG 8" IE 1325.39 OUT (SW)

EXTG 12" IE 1325.83 IN (NE)

EXTG 12" IE 1325.83 OUT (SW)

EXTG 6" IE 1326.08 IN (NE)

EXTG 6" IE 1325.98 OUT (SW)

EXTG 12" IE 1326.21 IN (SE)

EXTG 12" IE 1326.21 OUT (SW)

EXTG 10" IE 1323.58 IN (NE)

EXTG 10" IE 1321.48 OUT (SW)

EXTG 6" IE 1328.03 IN (NE)

EXTG 6" IE 1327.78 OUT (SW)

EXTG 4" IE 1328.49 IN (N)

EXTG 6" IE 1328.49 OUT (SW)

EXTG 6" IE 1330.70 OUT (SW)

EXTG 6" IE 1330.40 IN (NE)

EXTG 12" IE 1329.70 OUT (SW)

SANITARY PIPE

EXTG 6" IE 1331.03 OUT (SW)

EXTG 10" IE 1324.44 OUT (SW)

199 LF 10" SS @ S=0.0034

363 LF 10" SS @ S=0.0042

10" IE 1319.96 IN (NE)

10" IE 1319.86 OUT (SW)

10" IE 1319.96 IN (NE)

10" IE 1319.86 OUT (SW)

10" IE 1321.58 IN (NE)

10" IE 1321.48 OUT (SW)

10" IE 1324.44 OUT (SW)

10" IE 1321.58 IN (NE)

10" IE 1321.48 OUT (SW)

10" IE 1324.44 OUT (SW)

15" IE 1322.16 IN (SE)

12" IE 1323.45 IN (E)

8" IE 1323.78 IN (N)

15" IE 1321.96 OUT (NW)

12" IE 1323.57 IN (NE)

12" IE 1323.57 OUT (W)

10" IE 1323.89 IN (NE)

12" IE 1323.72 OUT (SW)

8" IE 1325.10 IN (NE)

6" IE 1325.49 IN (NW)

10" IE 1324.63 OUT (SW)

6" IE 1326.39 IN (NW)

8" IE 1326.22 IN (NE)

8" IE 1326.22 OUT (SW)

6" IE 1327.43 IN (NE)

EXTG 4" IE 1327.93 IN (NW)

8" IE 1327.26 OUT (SW)

6" IE 1327.68 OUT (SW)

44 LF 12" SD @ S=0.0028

74 LF 12" SD @ S=0.0020

112 L

0.0

25 LF 6" SD @ S=0.0099

15" IE 1322.43 IN (SE)

12" IE 1324.88 IN (NE)

15" IE 1322.43 OUT (NW)

12" IE 1325.65 IN (NE)

10" IE 1325.65 IN (NW)

12" IE 1325.64 OUT (SW)

12" IE 1325.88 IN (NE)

12" IE 1325.88 OUT (SW)

6" IE 1326.71 IN (NE)

12" IE 1326.10 OUT (SW)

6" IE 1326.99 OUT (SW)

80 L

=0.0

113 LF 12" SD @ S=0.0020

109 LF 12" SD @ S=0.0020

55 LF 6" SD @ S=0.0050

8" WATER LINE

EAST STORM SEWER ONLY

EXTG 8"

WATER

EXTG 8" WATER CROSSING

EXTG 8" WATER

8" WATER LINE

EAST STORM

SEWER ONLY

EXTG 8" IE 1325.08 IN (NE)

EXTG 12" IE 1324.78 IN (W)

EXTG 8" IE 1324.90 IN (SE)

EXTG 10" IE 1324.65 OUT (NW)

EXTG 12" IE 1324.80 OUT (E)

EXTG 8" IE 1325.18 IN (SE)

EXTG 12" IE 1324.63 IN (NE)

EXTG 8" IE 1325.18 OUT (NW)

147 LF 10" S

D @

S=0.0050

EXTG 10" IE 1319.91 IN (NE)

EXTG 10" IE 1319.91 OUT (SW)

C419

SEWER PROFILE PLAN - KELLY ROAD

2017-12-19T22:35:01-0800

George Drake, PE

VETERANS MEMORIAL (EXISTING)

VETERANS MEMORIAL (PROPOSED) - STORM SOUTH OF CONTROL LINE

VETERANS MEMORIAL (PROPOSED) - STORM NORTH OF CONTROL LINE

170+00 170+50 171+00 171+50 172+00 172+50 173+00 173+50 174+00 174+50 175+00 175+29

EXTG 12" IE 1320.19 IN (SE)

EXTG 12" IE 1320.19 OUT (NW)

EXTG 10" IE 1319.90 IN (SE)

EXTG 8" IE 1319.60 OUT (NW)

EXTG 12" IE 1319.00 IN (SE)

EXTG 12" IE 1318.95 OUT (SW)

EXTG 12" IE 1318.64 IN (NE)

EXTG 12" IE 1319.35 OUT (NW)

EXTG 12" IE 1312.95 IN (SW)

EXTG 12" IE 1312.95 IN (NE)

EXTG 12" IE 1312.95 IN (SE)

EXTG 15" IE 1315.78 IN (SE)

EXTG 15" IE 1315.73 OUT (NW)

EXTG 15" IE 1315.58 IN (SE)

EXTG 12" IE 1315.73 IN (NE)

EXTG 15" IE 1315.48 OUT (NW)

EXTG 8" IE 1318.31 IN (NE)

EXTG 12" IE 1317.46 IN (SE)

EXTG 12" IE 1317.31 OUT (SW)

EXTG 15" IE 1315.34 IN (SW)

EXTG 15" IE 1315.29 IN (NE)

EXTG 15" IE 1315.29 IN (SE)

EXTG SANITARY PIPE

12" IE 1314.91 IN (SE)

EXTG 12" IE 1314.81 OUT (NW)

12" IE 1314.91 IN (SE)

113 LF 10" SD @ S=0.0030

46 LF 10" SD @ S=0.0030

45 LF 10" SD @ S=0.0030

28 LF 10" SD @ S=0.0030

10" IE 1319.80 IN (SE)

10" IE 1319.80 OUT (NW)

10" IE 1319.66 IN (SE)

10" IE 1319.46 OUT (N)

10" IE 1319.33 IN (S)

10" IE 1319.33 OUT (N)

15" IE 1317.48 IN (SE)

6" IE 1317.48 IN (SW)

6" IE 1317.48 IN (NE)

EXTG 15" IE 1317.28 OUT (NW)

96 LF 15" SD @ S=0.0058

12" IE 1318.64 IN (NE)

10" IE 1319.24 IN (S)

15" IE 1318.04 OUT (NW)

27" IE 1314.09 IN (NW)

EXTG 18" IE 1315.29 IN (SE)

27" IE 1313.93 OUT (NE)

134 LF 12" SD @ S=0.0089

14 LF 6" SD @ S=0.0304

12" IE 1319.00 IN (SE)

12" IE 1318.80 OUT (SW)

6" IE 1319.26 OUT (N)

27" IE 1313.90 IN (SW)

6" IE 1318.83 IN (S)

27" IE 1313.90 OUT (NE)

12" IE 1315.37 IN (SE)

12" IE 1315.27 OUT (NW)

12" IE 1315.07 IN (SE)

12" IE 1314.97 OUT (NW)

91 LF 12" SS

@ S=0.0022

29 LF 12" SS @ S=0.0022

SS #4, 29 LF TRENCHLESS (BORE AND JACK),

SEE DETAILS, 1/C706 & 3/C707

12" IE 1315.37 IN (SE)

12" IE 1315.27 OUT (NW)

12" IE 1315.07 IN (SE)

12" IE 1314.97 OUT (NW)

91 LF 12" SS @ S=0.0022

29 LF 12" SS @ S=0.0022

8" WATER CROSSING

NORTH STORM SEWER ONLY

EXTG 6"

EXTG 6" WATER CROSSING

EXTG POWER, NO

CONFLICT WITH MANHOLE

EXTG 12" IE 1315.43 IN (SE)

EXTG 12" IE 1315.13 OUT (NE)

EXTG 12" IE 1320.19 IN (SE)

12" IE 1320.19 OUT (NW)

6" WATER

SOUTH STORM

ONLY, SEE

DETAIL 2,

SHEET C707

INSTALL WATER LINE BELOW STORM

CROSSING, SEE DETAIL 1, SHEET C707

SS #4, 29 LF TRENCHLESS (BORE AND

JACK), SEE DETAILS, 1/C706 & 3/C707

CONFLICT WITH MANHOLE

CONFLICT WITH

MANHOLE

(BUILDING 201

STRUCTURE (BUILDING 201 CORRIDOR)

296 LF 12" SD @

S=0.0064

8" IE 1317.62 IN (NE)

12" IE 1317.46 IN (SE)

EXTG 12" IE 1317.46 OUT (SW)

PHASE 3

PHASE 2

12" IE 1319.35 OUT (NW)

EXTG 12" IE 1314.96 IN (SW)

SD OFFSET VARIES

SS OFFSET VARIES

C404

SEWER PROFILE PLAN - VETERANS

MEMORIAL DRIVE

2017-12-19T22:22:39-0800

George Drake, PE

96TH AVE (EXISTING)

96TH AVE (PROPOSED)

190+00 190+50 191+00 191+50 192+00 192+50 193+00 193+50 194+00 194+50 195+00 195+50 196+00 196+50 197+00 197+50 198+00 198+50 199+00 199+50 200+00

EXTG 4" IE 1329.68 OUT (NW)

EXTG 10" IE 1320.55 IN (SE)

EXTG 10" IE 1320.55 OUT (NW)

EXTG 12" IE 1325.48 IN (SE)

EXTG 12" IE 1325.38 OUT (NW)

EXTG 10" IE 1318.13 IN (SE)

EXTG 10" IE 1318.13 OUT (NW)

EXTG 8" IE 1323.86 OUT (SE)

EXTG 12" IE 1323.91 OUT (SW)

EXTG 12" IE 1323.75 IN (SE)

EXTG 12" IE 1323.75 IN (NE)

EXTG 12" IE 1323.80 OUT (NW)

EXTG 10" IE 1317.50 IN (SE)

EXTG 10" IE 1317.50 OUT (NW)

EXTG 10" IE 1317.48 IN (SE)

EXTG 10" IE 1317.48 OUT (NW)

EXTG 12" IE 1322.55 IN (SE)

EXTG 12" IE 1322.70 OUT (NW)

EXTG 10" IE 1317.21 IN (SE)

EXTG 12" IE 1317.21 OUT (NW)

EXTG 12" IE 1321.89 IN (SE)

EXTG 12" IE 1321.94 IN (NW)

EXTG 8" IE 1315.58 IN (SW)

EXTG 8" IE 1315.68 IN (NE)

EXTG 12" IE 1315.68 IN (NW)

EXTG 12" IE 1321.98 OUT (SE)

EXTG 12" IE 1316.40 IN (SE)

EXTG 12" IE 1316.39 OUT (NW)

EXTG 8" IE 1321.74 OUT (NW)

EXTG 12" IE 1315.26 IN (SE)

EXTG 12" IE 1315.26 IN (NW)

EXTG 10" IE 1315.26 IN (NE)

EXTG 8" IE 1320.56 IN (S)

EXTG 8" IE 1320.55 OUT (NW)

SANITARY

PIPE

EXTG 6" IE 1325.60 OUT (NW)

190+00 190+50 191+00 191+50 192+00 192+50 193+00 193+50 194+00 194+50 195+00 195+50 196+00 196+50 197+00 197+50 198+00 198+50 199+00 199+50 200+00

EXTG 12" IE 1324.90 IN (SE)

EXTG 12" IE 1324.75 OUT (NW)

10" IE 1320.65 IN (SE)

10" IE 1320.55 OUT (NW)

96 LF 10" SS @ S=0.0028

105 LF 10" SS

@ S=0.0051

60 LF 10" SS

@ S=0.0018

92 LF 10" SS @ S=0.0018

164 LF 12" SS @ S=0.0049

94 LF 12" SS @

S=0.0076

15 LF 12" SS @ S=0.0047

34 LF 12" SS @ S=0.0021

10" IE 1318.13 IN (SE)

EXTG 10" IE 1318.83 IN (SW)

10" IE 1318.13 OUT (NW)

10" IE 1317.59 IN (SE)

EXTG 6" IE 1317.85 IN (NE)

10" IE 1317.49 OUT (NW)

10" IE 1317.38 IN (SE)

10" IE 1317.38 OUT (NW)

10" IE 1317.21 IN (SE)

12" IE 1317.21 OUT (NW)

12" IE 1316.40 IN (SE)

EXTG 6" IE 1317.48 IN (SW)

12" IE 1316.39 OUT (NW)

12" IE 1315.68 IN (SE)

12" IE 1315.58 OUT (NW)

12" IE 1315.51 IN (SE)

10" IE 1315.26 IN (NE)

12" IE 1315.26 OUT (NW)

12" IE 1315.02 IN (SW)

12" IE 1314.92 OUT (NW)

12" IE 1315.19 IN (SE)

12" IE 1315.09 OUT (NE)

220 LF 12" SS @ S=0.0018

4" IE 1328.24 OUT (NW)

10" IE 1326.92 OUT (NE)

14 LF 4" SD @ S=0.0666

EXTG 12" IE 1324.90 IN (SE)

EXTG 8" IE 1325.05 IN (SW)

EXTG 4" IE 1325.05 IN (W)

12" IE 1324.75 OUT (NW)

12" IE 1324.21 IN (SE)

12" IE 1324.11 OUT (NW)

12" IE 1323.75 IN (SE)

12" IE 1323.75 IN (NE)

12" IE 1323.75 OUT (NW)

12" IE 1323.21 IN (SE)

EXTG 6" IE 1323.76 IN (SW)

EXTG 12" IE 1323.21 OUT (NW)

18" IE 1319.07 OUT (NW)

18" IE 1319.03 IN (SE)

24" IE 1318.93 OUT (NW)

24" IE 1318.59 IN (SE)

24" IE 1318.39 OUT (NE)

24" IE 1318.37 IN (SW)

24" IE 1318.17 OUT (NW)

60 LF 12" S

=0.0090

45 LF 12" SD

S=0.0080

66 LF 12" SD

S=0.0082

18 LF 18" SD @ S=0.0019

EXTG 6" IE 1324.04 IN (SE)

EXTG 8" IE 1324.04 OUT (NW)

EXTG 10" IE 1318.76 IN (SE)

EXTG 10" IE 1318.41 IN (NE)

EXTG 10" IE 1318.21 OUT (NW)

ADJUST EXTG POWER AS

6" IE 1321.12 IN (NE)

10" IE 1320.92 OUT (NW)

INSTALL WATER LINE

BELOW STORM

CROSSING, SEE

DETAIL 1, SHEET

C707

ADJUST EXTG POWER

AS NECESSARY

(BUILDING 208/209

AND 219/220

SD #3, 29 LF

(BORE AND JACK),

SEE DETAILS, 1/C706

& 3/C707

SS #7, 402 LF

(PIPE BURSTING),

SEE DETAILS, 2/C706

EXTG 10" IE UNKNOWN

63 LF 24" SD @ S=0.0014

240 LF 24" PVC SD @

S=0.0014

C405

SEWER PROFILE PLAN - 96TH AVENUE

2017-12-19T22:23:30-0800

George Drake, PE

96TH AVE (EXISTING)

96TH AVE (PROPOSED) - STORM SOUTH OF CONTROL LINE

96TH AVE (PROPOSED) A - STORM NORTH OF CONTROL LINE

96TH AVE (PROPOSED) B - STORM NORTH OF CONTROL LINE

200+00 200+50 201+00 201+50 202+00 202+50 203+00 203+50 204+00 204+50 205+00 205+28

POWER EXTG POWER

EXTG 12" IE 1321.04 OUT (SE)

EXTG 12" IE 1320.99 OUT (NW)

EXTG 8" IE 1320.46 IN (SE)

EXTG 8" IE 1320.46 OUT (NW)

EXTG 12" IE 1320.77 IN (SE)

EXTG 12" IE 1320.77 OUT (NW)

EXTG 12" IE 1315.51 OUT (E)

EXTG 12" IE 1315.26 OUT (W)

EXTG 8" IE 1319.70 IN (SE)

EXTG 8" IE 1319.65 IN (NW)

EXTG 12" IE 1315.02 IN (SE)

EXTG 8" IE 1315.19 IN (SW)

EXTG 12" IE 1314.77 OUT (NW)

EXTG 12" IE 1320.33 IN (SE)

EXTG 12" IE 1320.33 OUT (NW)

EXTG 8" IE 1318.73 IN (NW)

EXTG 8" IE 1319.78 OUT (SE)

EXTG 10" IE 1314.00 IN (NE)

EXTG 12" IE 1313.90 IN (SE)

EXTG 12" IE 1314.40 IN (NW)

EXTG 12" IE 1313.90 OUT (SW)

EXTG 10" IE 1314.17 IN (NW)

EXTG 10" IE 1314.14 OUT (SW)

EXTG 8" IE 1318.89 OUT (SE)

EXTG 8" IE 1318.84 OUT (NW)

EXTG 12" IE 1314.67 OUT (SE)

EXTG 12" IE 1319.40 IN (SE)

EXTG 12" IE 1319.40 OUT (NW)

EXTG 8" IE 1317.46 IN (W)

EXTG 12" IE 1317.61 IN (NE)

EXTG 8" IE 1317.56 IN (SE)

EXTG 12" IE 1316.81 IN (SE)

EXTG 18" IE 1316.31 OUT (NW)

EXTG 12" IE 1317.81 OUT (SW)

EXTG 12" IE 1316.00 IN (NE)

EXTG 18" IE 1316.00 IN (SE)

EXTG 15" IE 1316.00 OUT (SW)

EXTG 10" IE 1314.29 IN (NE)

EXTG 10" IE 1314.24 OUT (SE)

12" LATERAL TO

EXTG MANHOLE

12" IE 1314.52 IN (SE)

12" IE 1314.42 OUT (SW)

EXTG 8" IE 1315.37 IN (SW)

EXTG 8" IE 1315.02 IN (SE)

12" IE 1314.77 OUT (NW)

10" IE 1314.00 IN (NE)

12" IE 1314.10 IN (SE)

12" IE 1314.40 IN (NW)

12" IE 1313.90 OUT (SW)

84 LF 12" SS @ S=0.0018

EXTG 8" IE 1315.37 IN (SW)

EXTG 8" IE 1315.02 IN (SE)

12" IE 1314.77 OUT (NW)

24" IE 1318.08 IN (SE)

8" IE 1320.10 IN (SW)

24" IE 1317.88 OUT (NW)

191+50 192+00 192+50 193+00 193+50 194+00 194+50 195+00 195+50

EXTG 10" IE 1318.13 IN (SE)

EXTG EXTG 10" IE 1318.83 IN (SW)

10" IE 1318.13 OUT (NW)

10" IE 1317.59 IN (SE)

EXTG 6" IE 1317.85 IN (NE)

10" IE 1317.49 OUT (NW)

105 LF 10" SS @ S=0.0051

60 LF 10" SS

@ S=0.0018

24" IE 1317.77 IN (SE)

8" IE 1319.73 IN (SW)

24" IE 1317.57 OUT (W)

6" IE 1318.30 OUT (SE)

78 LF 24" SD @ S=0.0014

30 LF 24" SD @ S=0.0014

118 LF 24" SD @ S=0.0014

10 LF 6" SD @ S=0.0516

EXTG 8" IE 1321.04 IN (NE)

EXTG 12" IE 1321.04 IN (SE)

12" IE 1320.84 OUT (NW)

12" IE 1319.06 IN (SE)

EXTG 8" IE 1319.06 IN (NE)

12" IE 1319.06 OUT (NW)

12" IE 1318.67 IN (SE)

12" IE 1318.67 OUT (NW)

12" IE 1317.90 IN (SE)

12" IE 1317.90 OUT (NW)

12" IE 1317.51 IN (SE)

24" IE 1316.51 IN (SW)

EXTG 8" IE 1316.76 IN (E)

EXTG 6" IE 1316.71 IN (S)

24" IE 1316.31 OUT (NW)

24" IE 1316.08 IN (SE)

24" IE 1316.08 OUT (NW)

27" IE 1311.05 IN (NE)

24" IE 1316.00 IN (SE)

36" IE 1311.05 OUT (SW)

76 LF 12" SD @ S=0.0038

103 LF 12" SD @ S=0.0038

82 LF 12" SD @ S=0.0048

46 LF 24" SD

@ S=0.0050

16 LF 24" SD @ S=0.0051

10" IE 1320.65 IN (SE)

EXTG 10" IE 1320.55 OUT (NW)

96 LF 10" SS @ S=0.0028

8" IE 1324.48 OUT (NW)

8" IE 1324.35 IN (SE)

8" IE 1324.35 OUT (NW)

64 LF 8" SD @ S=0.0020

85 LF 8" SD @ S=0.0020

NORTH STORM SEWER ONLY

EXTG POWER DOES NOT

CONFLICT WITH SOUTH

STORM

DOES NOT

CONFLICT WITH

NORTH STORM

SANITARY SEWER ONLY

12" IE 1314.35 IN (NE)

12" IE 1314.35 IN (SE)

12" IE 1314.25 OUT (NW)

10 LF 12" SS @ S=0.0420

8" IE 1324.18 IN (SE)

8" IE 1324.18 OUT (NW)

131 LF 8" SD @ S=0.0020

40 LF 8" SD

8" IE 1323.84 IN (SE)

EXTG 8" IE 1323.91 IN (NW)

12" IE 1323.84 OUT (SW)

8" IE 1323.92 IN (SE)

8" IE 1323.92 IN (NE)

8" IE 1323.92 OUT (NW)

24" IE 1317.53 IN (E)

8" IE 1319.37 IN (W)

24" IE 1317.33 OUT (NW)

INSTALL WATER

LINE BELOW SOUTH

STORM CROSSING,

SEE DETAIL 1,

INSTALL

WATER LINE

BELOW

SOUTH

CROSSING,

SEE DETAIL

1, SHEET

24" IE 1316.70 IN (SE)

8" IE 1317.53 IN (W)

24" IE 1316.70 OUT (NE)

16 LF 8" SD @ S=0.0049

8" IE 1317.61 IN (SW)

6" IE 1317.78 IN (NW)

8" IE 1317.61 OUT (E)

100 LF 24" SD @ S=0.0014

86 LF 24" SD

@ S=0.0014

24" IE 1317.16 IN (SE)

8" IE 1318.50 IN (SW)

24" IE 1317.16 OUT (NW)

24" IE 1317.02 IN (SE)

24" IE 1316.82 OUT (NW)

63 LF 24" SD

@ S=0.0014

C406

SEWER PROFILE PLAN - 96TH AVENUE

2017-12-19T22:24:17-0800

George Drake, PE

MESS HALL SOUTH (EXISTING)

MESS HALL SOUTH (PROPOSED)

220+00 220+50 221+00 221+50 222+00 222+50 223+00 223+50 224+00 224+50 225+00 225+50 226+00 226+50 227+00 227+50 228+00 228+50 229+00 229+50 230+00

EXTG GAS

EXTG 12" IE 1325.44 OUT (SW)

EXTG 12" IE 1325.44 OUT (NW)

EXTG 12" IE 1325.34 IN (SE)

EXTG 10" IE 1325.84 IN (SW)

EXTG 8" IE 1325.34 OUT (NW)

EXTG 8" IE 1325.18 IN (SE)

EXTG 12" IE 1324.63 IN (NE)

EXTG 8" IE 1325.18 OUT (NW)

EXTG 8" IE 1324.82 IN (SE)

EXTG 8" IE 1324.92 OUT (NW)

EXTG 8" IE 1324.90 IN (SE)

EXTG 10" IE 1324.65 OUT (NW)

EXTG 12" IE 1324.80 OUT (E)

EXTG 10" IE 1324.23 IN (SE)

EXTG 12" IE 1323.98 OUT (NW)

EXTG 12" IE 1321.84 IN (SW)

EXTG 12" IE 1322.07 IN (NE)

EXTG 12" IE 1321.86 OUT (NW)

EXTG 12" IE 1318.66 IN (SE)

EXTG 12" IE 1318.66 IN (NE)

EXTG 10" IE 1318.61 OUT (NW)

EXTG 8" IE 1321.33 IN (SE)

EXTG 12" IE 1319.29 OUT (SW)

EXTG 12" IE 1319.79 IN (NE)

EXTG 12" IE 1319.89 OUT (NW)

EXTG 8" IE 1320.95 OUT (SE)

EXTG 12" IE 1320.85 OUT (SW)

EXTG 10" IE 1316.28 IN (SE)

EXTG 10" IE 1316.23 OUT (NW)

EXTG 6" IE 1321.21 IN (NE)

EXTG 8" IE 1320.92 IN (NW)

220+00 220+50 221+00 221+50 222+00 222+50 223+00 223+50 224+00 224+50 225+00 225+50 226+00 226+50 227+00 227+50 228+00 228+50 229+00 229+50 230+00

EXTG 10" IE 1318.31 IN (NE)

EXTG 10" IE 1318.46 IN (SE)

EXTG 10" IE 1317.96 OUT (SW)

EXTG 8" IE 1322.35 IN (NE)

EXTG 8" IE 1322.45 OUT (SW)

12" IE 1325.93 OUT (NW)

12" IE 1325.81 IN (SE)

12" IE 1325.81 OUT (NW)

12" IE 1325.76 IN (SE)

15" IE 1323.10 IN (SW)

15" IE 1322.90 OUT (NW)

15" IE 1322.77 IN (SE)

10" IE 1325.52 IN (SW)

15" IE 1322.77 OUT (NW)

15" IE 1322.43 IN (SE)

12" IE 1324.88 IN (NE)

15" IE 1322.43 OUT (NW)

15" IE 1322.33 IN (SE)

15" IE 1322.33 OUT (NW)

15" IE 1322.16 IN (SE)

12" IE 1323.45 IN (E)

8" IE 1323.78 IN (N)

15" IE 1321.96 OUT (NW)

15" IE 1321.55 IN (SE)

PVC Pipe8" IE 1322.15 IN (NE)

PVC Pipe15" IE 1321.35 OUT (NW)

15" IE 1320.98 IN (SE)

15" IE 1320.78 OUT (N)

15" IE 1319.83 IN (S)

15" IE 1319.63 OUT (NE)

15" IE 1319.36 IN (SW)

12" IE 1322.02 IN (NE)

18" IE 1319.14 OUT (NW)

18" IE 1318.29 IN (SE)

EXTG 12" IE 1319.06 IN (NE)

18" IE 1318.09 OUT (NW)

18" IE 1316.34 IN (SE)

EXTG 10" IE 1316.58 IN (SW)

EXTG 10" IE 1316.73 IN (SW)

18" IE 1316.14 OUT (NW)

10" IE 1320.56 IN (SE)

6" IE 1321.35 IN (NE)

12" IE 1320.36 OUT (SW)

10" IE 1320.97 IN (NE)

10" IE 1320.97 OUT (NW)

STORM SEWER ONLY

10" IE 1318.06 IN (NE)

EXTG10" IE 1318.16 IN (SE)

10" IE 1317.96 OUT (SW)

12 LF 12" SD @ S=0.0103

5 LF 12" SD @ S=0.0104

45 LF 15" SD

@ S=0.0030

115 LF 15" SD @ S=0.0030

32 LF 15" SD

@ S=0.0030

54 LF 15" SD

@ S=0.0031

78 LF 15" SD @ S=0.0053

25 LF 15" SD @ S=0.0064

147 LF 15" SD @

S=0.0065

171 LF 18" SD @ S=0.0050

219 LF 18" SD

S=0.0080

68 LF 10" SD @ S=0.0060

PHASE 5

37 LF 18" SD

S=0.0079

110 LF 24" SD @ S=0.0024

ADJUST

POWER AS

SD #1, 21 LF

THROUGH TUNNEL,

SEE DETAIL 4/C707

(BUILDING 225

12" IE 1318.78 IN (NE)

18" IE 1315.85 IN (SE)

EXTG 6" IE 1319.79 IN (SW)

24" IE 1315.35 OUT (NW)

(BUILDING 225

EXTG STORM DRAIN

IN TUNNEL

37 LF 15" SD @ S=0.0055

15" IE 1321.15 IN (SE)

15" IE 1321.14 OUT (NW)

C407

SEWER PROFILE PLAN - MESS HALL

ROAD SOUTH

2017-12-19T22:25:05-0800

George Drake, PE

MESS HALL SOUTH (EXISTING)

MESS HALL SOUTH (PROPOSED)

230+00 230+50 231+00 231+50 232+00 232+50 233+00 233+50 234+00 234+50 235+00 235+28

EXTG 10" IE 1315.05 IN (SE)

EXTG 12" IE 1315.02 IN (NW)

EXTG 12" IE 1318.45 IN (SE)

EXTG 8" IE 1319.90 OUT (NW)

EXTG 8" IE 1319.25 IN (SE)

EXTG 10" IE 1319.25 IN (NW)

EXTG 10" IE 1319.36 OUT (SE)

230+00 230+50 231+00 231+50 232+00 232+50 233+00 233+50 234+00 234+50 235+00 235+28

EXTG 12" IE 1318.93 IN (NE)

EXTG 12" IE 1313.98 OUT (SE)

EXTG 12" IE 1313.98 OUT (SW)

24" IE 1315.09 IN (SE)

24" IE 1314.89 OUT (NW)

24" IE 1313.69 IN (NE)

12" IE 1314.97 IN (SW)

27" IE 1313.49 OUT (NW)

24" IE 1314.12 IN (S)

12" IE 1315.89 IN (NE)

24" IE 1313.92 OUT (SW)

27" IE 1313.00 IN (SE)

8" IE 1314.65 IN (SW)

27" IE 1312.79 OUT (NW)

12" IE 1315.51 IN (NE)

27" IE 1312.62 IN (SE)

27" IE 1312.42 OUT (SW)

110 LF 24" SD @ S=0.0024

170 LF 24" SD @ S=0.0024

174 LF 27" SD @ S=0.0028

62 LF 27" SD

@ S=0.0028

233+50 234+00 234+50 235+00 235+28

10" IE 1317.75 OUT (NW)

10" IE 1317.63 IN (SE)

12" IE 1317.43 OUT (NW)

12" IE 1317.00 IN (SE)

12" IE 1317.00 OUT (NW)

12" IE 1316.84 IN (SE)

12" IE 1316.64 OUT (SW)

EXTG 6" WATER CROSSING

12" IE 1317.31 IN (NE)

12" IE 1317.31 IN (SE)

12" IE 1317.11 OUT (NW)

24 LF 10" SD @ S=0.0051

23 LF 12" SD @ S=0.0050

11 LF 12" SD @ S=0.0098

16 LF 12" SD @ S=0.0103

MESS HALL SOUTH (PROPOSED) -

STORM NORTH OF CONTROL LINE

12 LF 24" SD @ S=0.0130

24" IE 1314.48 IN (SE)

24" IE 1314.28 OUT (N)

6" DUCTILE IRON

SANITARY SEWER PIPE

SD #5, 170 LF

(BORE AND JACK),

SEE DETAILS

1/C706 & 3/C707

(BUILDING 239, 240,

AND 241 CORRIDOR)

EXTG 12" IE 1313.15 IN (NE)

EXTG 12" IE 1313.65 IN (SW)

EXTG 12" IE 1313.15 OUT (NW)

8" IE 1316.77 OUT (NW)

130 LF 8" SS @ S=0.0040

8" IE 1315.94 IN (SE)

8" IE 1315.89 IN (NE)

8" IE 1315.89 OUT (SW)

EXTG SAN PIPE

EXTG 8" IE 1315.89 IN (NE)

EXTG 8" IE 1315.89 IN (SE)

EXTG 8" IE 1315.89 OUT (SW)

SS #10, 179 LF TRENCHLESS

(PIPE BURSTING), SEE DETAILS,

SHEETS C706-C707

53 LF 8" SS

@ S=0.0040

8" IE 1316.25 IN (SE)

8" IE 1316.15 OUT (NW)

C408

SEWER PROFILE PLAN - MESS HALL

ROAD SOUTH

2017-12-19T22:25:54-0800

George Drake, PE

ANDRIES WAY (EXISTING)

ANDRIES WAY (PROPOSED)

30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00

COMM

EXTG COMM

EXTG 6" IE 1328.49 OUT (SW)

EXTG 4" IE 1328.70 OUT (SE)

EXTG 8" IE 1328.01 IN (NW)

EXTG 4" IE 1328.26 OUT (SE)

EXTG 8" IE 1328.10 OUT (SE)

EXTG 8" IE 1328.00 OUT (NW)

EXTG 8" IE 1327.44 IN (SE)

EXTG 8" IE 1327.49 OUT (W)

EXTG 8" IE 1326.38 IN (E)

EXTG 6" IE 1325.83 IN (N)

EXTG 8" IE 1325.88 OUT (SW)

EXTG 12" IE 1326.46 IN (N)

EXTG 6" IE 1326.46 OUT (S)

EXTG 10" IE 1327.10 OUT (NW)

EXTG 10" IE 1327.10 IN (SE)

EXTG 10" IE 1327.20 OUT (NW)

EXTG 10" IE 1324.80 IN (SE)

EXTG 12" IE 1324.80 OUT (NW)

STORM PIPE

EXTG 6" IE 1327.07 IN (NW)

EXTG 6" IE 1327.07 OUT (SE)

EXTG 6" IE 1327.09 IN (NW)

EXTG 6" IE 1327.09 OUT (SE)

EXTG 6" IE 1327.99

OUT (SE)

EXTG 4" IE 1328.11 IN (NW)

30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00

6" IE 1325.10 OUT (NW)

6" IE 1322.84 IN (SE)

6" IE 1322.74 OUT (NW)

226 LF

6" S

0.0100

181 LF

6" S

0.0100

6" IE 1327.68 OUT (SW)

38+00 38+50 39+00 39+50 40+00

4" IE 1328.35 OUT (NW)

4" IE 1328.26 IN (SE)

8" IE 1328.01 OUT (NW)

8" IE 1327.92 IN (SE)

8" IE 1327.92 OUT (NW)

8" IE 1327.49 IN (SE)

6" IE 1327.66 IN (NE)

8" IE 1327.49 OUT (W)

8" IE 1326.38 IN (E)

6" IE 1326.08 IN (N)

8" IE 1325.88 OUT (SW)

6" IE 1326.39 IN (N)

6" IE 1326.39 OUT (S)

EXTG 6" IE 1327.44 IN (NW)

6" IE 1327.09 OUT (S)

10" IE 1325.52 OUT (NW)

10" IE 1325.26 IN (SE)

10" IE 1325.26 IN (SW)

10" IE 1325.26 OUT (NW)

10" IE 1324.98 IN (SE)

10" IE 1324.98 IN (SW)

10" IE 1324.98 OUT (NW)

10" IE 1324.20 IN (SE)

10" IE 1324.24 IN (SW)

10" IE 1324.17 IN (NE)

12" IE 1324.00 OUT (NW)

6" IE 1325.98 OUT (NW)

6" IE 1325.79 IN (SE)

6" IE 1325.79 OUT (SW)

10" IE 1325.04 IN (SW)

10" IE 1324.84 OUT (NW)

19 LF 6" SD @ S=0.0097

109 LF

10" S

=0.0094

9 LF 4" SD @ S=0.0104

18 LF 8" SD @ S=0.0051

67 LF 8" SD @

S=0.0064

18 LF 6" SD @ S=0.0172

68 LF 10" SD @ S=0.0038

74 LF 10" SD

@ S=0.0038

205 LF 10" SD @ S=0.0038

75 LF 12" SD @ S=0.0071

SS #8, 76 LF TRENCHLESS

DETAILS, 2/C706

COMM

EXTG COMM

6" IE 1320.93 IN (SE)

6" IE 1320.78 OUT (W)

6" IE 1319.52 IN (E)

10" IE 1319.19 OUT (SW)

" S

CROSSING, SEE DETAIL

1, SHEET C707

10" IE 1325.13 OUT (NE)

12 LF 10" SD @ S=0.0078

STRUCTURE (BUILDING 264 AND FUEL TANKS)

PHASE 5

PHASE 1

EXTG 10" IE 1326.56 IN (SE)

EXTG 10" IE 1326.41 OUT (NW)

ANDRIES WAY (PROPOSED) -

STORM SOUTH OF CONTROL LINE

C409

SEWER PROFILE PLAN - ANDRIES WAY

2017-12-19T22:26:44-0800

George Drake, PE

ANDRIES WAY (EXISTING) - STORM SOUTH OF CONTROL LINE

ANDRIES WAY (PROPOSED) - STORM SOUTH OF CONTROL LINE

ANDRIES WAY (PROPOSED) - STORM NORTH OF CONTROL LINE

ANDRIES WAY (EXISTING) - STORM NORTH OF CONTROL LINE

40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+28

EXTG 10" IE 1323.55 IN (SE)

EXTG 12" IE 1323.45 OUT (NW)

EXTG 12" IE 1322.35 IN (SE)

EXTG 10" IE 1322.25 OUT (W)

EXTG 12" IE 1322.76 OUT (SW)

EXTG 12" IE 1322.76 OUT (SE)

EXTG 12" IE 1321.59 IN (NW)

EXTG 12" IE 1321.59 IN (SE)

EXTG 12" IE 1324.02 IN (SE)

EXTG 12" IE 1323.47 OUT (NW)

6" IE 1324.24 IN (SW)

6" IE 1324.24 OUT (NE)

12" IE 1321.50 IN (SE)

12" IE 1322.17 IN (N)

12" IE 1321.30 OUT (SW)

152 LF 10" SD @ S=0.0050

187 LF 12" SD @ S=0.0050

42 LF 12" SD @ S=0.0051

12" IE 1323.47 IN (SE)

10" IE 1324.12 IN (SW)

12" IE 1323.47 OUT (NW)

75 LF 12" SD @ S=0.0071

292 LF 12" SD @ S=0.0047

CROSSING, DETAIL 1,

CROSSING, SEE DETAIL

1, SHEET C707

STORM CROSSING, SEE

49 LF 12" SD @ S=0.0050

12" IE 1322.41 OUT (S)

8" WATER CROSSING SOUTH

10" IE 1323.05 IN (SE)

10" IE 1323.05 IN (SW)

12" IE 1322.85 OUT (NW)

10" IE 1322.00 IN (S)

12" IE 1321.91 IN (SE)

12" IE 1321.91 IN (NE)

12" IE 1321.71 OUT (NW)

12" IE 1322.11 IN (SE)

12" IE 1322.11 OUT (SW)

C410

SEWER PROFILE PLAN - ANDRIES WAY

2017-12-19T22:27:39-0800

George Drake, PE

N AVE (EXISTING)

N AVE (PROPOSED)

N AVE (PROPOSED) A - STORM EAST OF CONTROL LINE

50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00

EXTG 12" IE 1317.37 OUT (NE)

EXTG 12" IE 1312.15 IN (NE)

EXTG 12" IE 1312.15 OUT (SW)

EXTG 12" IE 1315.44 IN (SW)

EXTG 15" IE 1315.44 OUT (NE)

EXTG 15" IE 1315.58 IN (SE)

EXTG 12" IE 1315.73 IN (NE)

EXTG 15" IE 1315.48 OUT (NW)

EXTG 15" IE 1315.34 IN (SW)

EXTG 15" IE 1315.29 IN (NE)

EXTG 15" IE 1315.29 IN (SE)

EXTG 15" IE 1315.51 OUT (SW)

EXTG 18" IE 1315.51 OUT (NE)

EXTG 12" IE 1312.95 IN (SW)

EXTG 12" IE 1312.95 IN (NE)

EXTG 12" IE 1312.95 IN (SE)

EXTG 8" IE 1318.31 IN (NE)

EXTG 12" IE 1317.46 IN (SE)

EXTG 12" IE 1317.31 OUT (SW)

EXTG 8" IE 1318.66 OUT (SW)

EXTG 8" IE 1318.66 OUT (NE)

EXTG 8" IE 1318.50 IN (SW)

EXTG 8" IE 1318.50 OUT (NE)

EXTG 18" IE 1314.22 IN (SW)

EXTG 15" IE 1315.17 IN (NE)

EXTG 8" IE 1317.61 IN (SW)

EXTG 8" IE 1317.61 OUT (E)

EXTG 10" IE 1314.00 IN (NE)

EXTG 12" IE 1313.90 IN (SE)

EXTG 12" IE 1314.40 IN (NW)

EXTG 12" IE 1313.90 OUT (SW)

50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00

100 LF 12" SS @ S=0.0022

283 LF 12" SS @ S=0.0034

61 LF 10" SS @ S=0.0023

8" IE 1311.31 IN (SE)

12" IE 1311.29 IN (NE)

EXTG 12" IE 1311.21 OUT (SW)

12" IE 1312.95 IN (NE)

12" IE 1312.95 IN (SE)

EXTG 12" IE 1312.95 OUT (SW)

EXTG 12" IE 1312.15 IN (NE)

12" IE 1312.15 OUT (SW)

12" IE 1317.37 IN (SE)

12" IE 1317.37 OUT (NE)

18" IE 1317.15 IN (SE)

12" IE 1316.43 IN (SW)

27" IE 1314.93 OUT (NE)

27" IE 1314.09 IN (NW)

EXTG 18" IE 1315.29 IN (SE)

27" IE 1313.93 OUT (NE)

27" IE 1313.90 IN (SW)

6" IE 1318.83 IN (S)

27" IE 1313.90 OUT (NE)

388 LF 27" SD @ S=0.0009

30 LF 27" SD @ S=0.0009

427 LF 27" SD @ S=0.0055

32 LF 27" SD

@ S=0.0009

50 LF

36" SD @

S=0.0015

CROSSINGS, SEE

STRUCTURE (BUILDING 212 AND 213 CORRIDOR)

SS #9, 20 LF TRENCHLESS

DETAILS, 2/C706 & 3/C707

35 LF 27" SD @ S=0.0009

56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00

12" IE 1312.95 IN (NE)

12" IE 1312.95 IN (SE)

EXTG 12" IE 1312.95 OUT (SW)

283 LF 12" SS @ S=0.0034

61 LF

10" SS

@ S=

0.0023

STRUCTURE (BUILDING 212 AND 213 CORRIDOR)

SS #9, 20 LF TRENCHLESS

DETAILS, 2/C706 & 3/C707

66 L F 8

53 L F 8

133 LF 8" SD @

S=0.0067

16 LF 8" SD @ S=0.0049

52 LF

24" SD @

S=0.0037

8" IE 1317.62 IN (NE)

12" IE 1317.46 IN (SE)

EXTG 12" IE 1317.46 OUT (SW)

8" IE 1318.23 IN (NE)

8" IE 1318.23 OUT (SW)

8" IE 1318.66 OUT (SW)

8" IE 1318.50 OUT (NE)

8" IE 1317.61 IN (SW)

6" IE 1317.78 IN (NW)

8" IE 1317.61 OUT (E)

24" IE 1316.70 IN (SE)

8" IE 1317.53 IN (W)

24" IE 1316.70 OUT (NE)

27" IE 1311.57 IN (SW)

EXTG 10" IE 1310.82 IN (SE)

36" IE 1310.82 OUT (NE)

36" IE 1310.82 OUT (NW)

27" IE 1314.37 IN (SE)

27" IE 1314.17 OUT (NE)

27" IE 1314.60 IN (SW)

27" IE 1314.40 OUT (NW)

EXTG 12" IE 1316.43 IN (SE)

EXTG 12" IE 1316.43 IN (SW)

EXTG 12" IE 1316.43 OUT (NE)

50 LF 12" SS

@ S=0.0022

105 LF 12" SS @ S=0.0022

12" IE 1311.72 IN (NE)

12" IE 1311.52 OUT (SW)

12" IE 1311.93 IN (NE)

12" IE 1311.83 OUT (SW)

27" IE 1314.12 IN (SW)

27" IE 1314.12 OUT (SE)

230A

FINAL CONSTRUCTION DOCUMENTS

04/21/20 PBS PBS

0 30 60

5 102.5

C411

SEWER PROFILE PLAN - AVENUE N

. M

93798

OREGON

EXPIRES: 12/31/2020

AutoCAD SHX Text

AHU

1. ALL PIPES ARE ZERO FOOT OFFSET EXCEPT WHERE NOTED ON THE PROFILES.ALL PIPES ARE ZERO FOOT OFFSET EXCEPT WHERE NOTED ON THE PROFILES.

N AVE (EXISTING)

N AVE (PROPOSED) - STORM WEST OF CONTROL LINE

N AVE (PROPOSED) B - STORM EAST OF CONTROL LINE

60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50 69+68

EXTG 10" IE 1314.14 OUT (SW)

EXTG 12" IE 1316.00 IN (NE)

EXTG 18" IE 1316.00 IN (SE)

EXTG 15" IE 1316.00 OUT (SW)

EXTG 10" IE 1314.78 IN (E)

EXTG 10" IE 1314.78 OUT (SW)

EXTG 8" IE 1315.66 IN (NE)

EXTG 10" IE 1315.61 OUT (SW)

EXTG 8" IE 1315.89 IN (NE)

EXTG 8" IE 1315.89 IN (SE)

EXTG 8" IE 1315.89 OUT (SW)

EXTG 12" IE 1319.37 OUT (SW)

EXTG 10" IE 1319.54 IN (NE)

EXTG 12" IE 1319.69 OUT (SW)

EXTG 12" IE 1319.18 IN (NE)

EXTG 12" IE 1319.18 OUT (SW)

EXTG 8" IE 1316.51 IN (NE)

EXTG 8" IE 1316.51 OUT (SW)

EXTG 12" IE 1322.35 IN (SE)

EXTG 10" IE 1322.25 OUT (W)

EXTG 12" IE 1322.76 OUT (SW)

EXTG 12" IE 1322.76 OUT (SE)

60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50 69+68

36" IE 1310.75 IN (SW)

24" IE 1316.00 IN (SE)

36" IE 1310.75 OUT (NE)

50 LF 36" SD @ S=0.0015

12" IE 1315.51 IN (NE)

27" IE 1312.62 IN (SE)

36" IE 1310.25 IN (SW)

36" IE 1310.24 OUT (NW)

12" IE 1316.84 IN (SE)

12" IE 1316.64 OUT (SW)

12" IE 1322.41 OUT (S)

343 LF 36" SD @ S=0.0015

60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50 69+68

10" IE 1314.96 IN (NE)

EXTG 10" IE 1314.81 OUT (W)

8" IE 1315.66 IN (NE)

10" IE 1315.61 OUT (SW)

EXTG 12" IE 1316.81 IN (SE)

EXTG 18" IE 1316.31 OUT (NW)

EXTG 12" IE 1317.81 OUT (SW)

EXTG 10" IE 1314.29 IN (NE)

EXTG 10" IE 1314.24 OUT (SE)

12" IE 1321.50 IN (SE)

12" IE 1322.17 IN (N)

12" IE 1321.30 OUT (SW)

STORM CROSSING, SEE

BEND WATER

LINE UNDER

DETAIL 1,

BELOW STORM CROSSING,

SEE DETAIL 1, SHEET C707

EXTG 12" IE 1318.93 IN (NE)

EXTG 12" IE 1313.98 OUT (SE)

EXTG 12" IE 1313.98 OUT (SW)

EXTG 10" IE 1314.96 IN (NE)

EXTG 10" IE 1314.81 OUT (W)

10" IE 1314.14 OUT (SW)

93 L F 1

0" S

157 LF 8" SS @ S=0.0040

92 LF 8" SS @ S=0.0040

97 LF 8" SS @ S=0.0040

8" IE 1315.94 IN (SE)

8" IE 1315.89 IN (NE)

8" I

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File details come from the government source that posted it. Updated Jul 27, 2020.