B08 - W9123826BA010 A06 - City of Sacramento Pipe Valve Locations - 198009.pdf

PDF 4 MB Posted Sep 9, 2026

Attached to: USACE SPK DBB Construction - Natomas Reach I Contract 2 - Sacramento, CA
Solicitation number: W9123826BA010
Issued by: Department of the Army Corps of Engineers Engineering District Sacramento

About this file

Written by GovTribe AI · Sep 10, 2026

This document is a utility plan for a water infrastructure project titled "Natomas Basin Reach I - Contract 2" of the American River Common Features Project in Sacramento, California. The plan, prepared by the U.S. Army Corps of Engineers Sacramento District, depicts utility layouts and pipeline configurations for construction of a 12-inch ductile iron pipe (DIP) waterline spanning approximately 1,186 linear feet along Control Line A from Station 0+00 to Station 17+00.

The project requires installation of a new 12-inch DIP waterline conforming to City of Sacramento Standard Specifications Section 10-26, with a minimum cover of 3 feet, along with associated thrust blocks per City of Sacramento Standard Detail W-103. The plan identifies ten pipeline points of intersection with varying bend angles (11.25° to 45°) and specifies connections to existing 12-inch asbestos cement water mains. Contractor responsibilities include field verification of existing utility locations (overhead utilities, existing 12-inch asbestos cement waterlines, underground electrical lines, abandoned communication lines, and utility poles), removal of existing asbestos concrete pipe (by others), replacement of in-place utilities if damaged, temporary street lighting during construction, and removal and stockpiling of existing utility poles. The design is marked "Ready to Advertise" and dated December 2025, with the specification number 1-04-0641 and design file CU101.dwg. The plan emphasizes contractor coordination with the City of Sacramento and USACE, field verification of all existing utilities prior to construction, and compliance with applicable standard specifications and design details.

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Other files

File	Type	Posted
Abstract of Offers - W9123826BA010 - 20260917.pdf	PDF	Sep 17, 2026
B08 - W9123826BA010 A09 - Natomas AECOM Draft Brookfield Borrow Investigation Report - 20230921.pdf	PDF	Sep 9, 2026
B08 - W9123826BA010 A13 - Plan Sheet V-110 Revision - 20260831.pdf	PDF	Sep 9, 2026
B08 - W9123826BA010 A14 - Specification Section 01 57 19 Revision - 20260901.pdf	PDF	Sep 9, 2026
B08 - W9123826BA010 A11 - Plan Sheet G-003 Revision - 20260831.pdf	PDF	Sep 9, 2026
B08 - W9123826BA010 A05 - ARCF Reach I Geotechnical Data Report - 20110730.pdf	PDF	Sep 9, 2026
B08 - W9123826BA010 A07 - DoL CWRR CA20260007 - 20260903.pdf	PDF	Sep 9, 2026
B08 - W9123826BA010 A15 - Section 00 10 00 - 26BA010 CLIN Schedule - 20260909.pdf	PDF	Sep 9, 2026
B08 - W9123826BA010 A10 - Natomas Kleinfelder Brookfield Geotechnical Data Report - 20231019.pdf	PDF	Sep 9, 2026
B08 - W9123826BA010 A12 - Plan Sheet G-108 Revision - 20260814.pdf	PDF	Sep 9, 2026
B08 - W9123826BA010-A0001 - 20260909.pdf	PDF	Sep 9, 2026
Site Visit Agenda - 26BA010 RIC2 - 20260817.pdf	PDF	Aug 18, 2026
Site Visit Sign In Sheet - 26BA010 RIC2 - 20260817 redacted.pdf	PDF	Aug 18, 2026

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APN

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GARDEN

HIGHWAY

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12.5-FT PUE

CONTROL LINE A

CONSTRUCTION LIMIT

LANDSIDE

OVERHEAD UTILITIES

WATERSIDE

EXISTING EP

EXISTING 12-IN ASBESTOS

CEMENT WATERLINE

3 EXISTING UNDERGROUND

ELECTRICAL, TYP

12-IN DIP

WATERLINE 4

EXISTING 12-IN ASBESTOS

CEMENT WATERLINE 7

12.5-FT PUE

STA 0+00 CONTROL LINE A

BEGIN REACH I CONTRACT 2

WX WX WX WX WX WX WX

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GARDEN HIGHWAY

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112.5-FT PU

CONTROL LINE A

CONSTRUCTION LIMIT

WATERSIDE

LANDSIDE

EXISTING 12-IN ASBESTOS

CEMENT WATERLINE

OVERHEAD

UTILITIES

EXISTING EP

CONSTRUCTION LIMIT

12-IN DIP

WATERLINE4

EXISTING 12-IN ASBESTOS

CEMENT WATERLINE

6 89 10

STA 13+63,

OFF -92.9

EXISTING

UNDERGROUND

ELECTRICAL, TYP

10 10

3 EXISTING UNDERGROUND

ELECTRICAL, TYP

KEY NOTES:

1 EXISTING OVERHEAD UTILITIES. APPROXIMATE

LOCATION SHOWN. CONTRACTOR TO FIELD VERIFY

LOCATION OF OVERHEAD UTILITIES PRIOR TO

CONSTRUCTION OF WATERLINE. SHORING MAY BE

REQUIRED TO CONSTRUCT WATERLINE.

EXISTING MASTARM STREET LIGHT TO BE REMOVED

AND DELIVERED TO THE CITY OF SACRAMENTO.

REFER TO SCR-43 OF THE PROJECT SPECIFICATIONS

FOR ADDITIONAL INFORMATION. PROVIDE

TEMPORARY STREET LIGHTING DURING

CONSTRUCTION PER CITY OF SACRAMENTO

STANDARDS.

SEE SHEET E-101 FOR ELECTRICAL DESIGN.

PLACE 1186-LF OF 12-IN DIP CONFORMING TO CITY OF

SACRAMENTO STANDARD SPECIFICATIONS SECTION

10-26. WATERLINE MUST HAVE A MINIMUM COVER OF

3-FT.

EXISTING ASBESTOS CONCRETE PIPE AND

ASSOCIATED DRAIN MATERIAL. CONTRACTOR TO

LOCATED NEAREST PIPE JOINT AND EXCAVATE TO

BOTTOM OF EXISTING ASBESTOS CONCRETE PIPE

THEN INFORM USACE. ASBESTOS CONCRETE PIPE TO

BE REMOVED BY OTHERS.

PLACE THRUST BLOCK PER CITY OF SACRAMENTO

STANDARD DETAIL W-103.

PROTECT IN PLACE. CONTRACTOR TO REPLACE IN

KIND IF DAMAGED DURING CONSTRUCTION.

CONNECT TO EXISTING 12-IN ASBESTOS CONCRETE

WATER MAIN PER DETAIL 5, SHEET C-303.

EXISTING ABANDONED UNDERGROUND

COMMUNICATION LINE. APPROXIMATE LOCATION

SHOWN. CONTRACTOR TO FIELD VERIFY LOCATION

PRIOR TO CONSTRUCTION. COMMUNICATION LINE

MUST BE REMOVED IF ENCOUNTERED DURING

CONSTRUCTION.

EXISTING UTILITY POLE AND ASSOCIATED GUY WIRE.

REMOVE UTILITY POLE FROM THE LEVEE AND

STOCKPILE UTILITY POLE IN THE STAGING AREA.

1. EXISTING UTILITIES SHOWN AT APPROXIMATE LOCATIONS.

CONTRACTOR MUST FIELD VERIFY LOCATION AND DEPTH OF

UTILITIES WITHIN CONSTRUCTION LIMIT AND REPORT DISCREPANCIES

TO THE CONTRACTING OFFICER PRIOR TO START OF CONSTRUCTION.

2. UTILITIES WILL NOT BE REMOVED FROM BENEATH THE PAVEMENT OF

GARDEN HIGHWAY.

PLAN STA 0+00 TO STA 8+50 (CONTROL LINE A)

SCALE: 1"=40'

ATCH LINE STA 9+00

(SEE LO

ER LEFT)

PLAN STA 8+50 TO STA 17+00 (CONTROL LINE A)

SCALE: 1"=40'

C H

A 9+

H T)

GENERAL NOTES:

PIPELINE POINT OF INTERSECTION

POINT STATION OFFSET BEND ANGLE

1 0+85 -83.7 45° 2 1+23 -125.7 45° 3 2+77 -122.5 11.25° 4 4+61 -123.1 11.25° 5 6+74 -123.4 11.25° 6 8+68 -122.5 11.25° 7 10+68 -121.3 11.25° 8 12+33 -130.2 11.25° 9 13+35 -115.2 30.69°

10 13+63 -92.9 45°

1. OFFSETS AND STATIONS SHOWN ARE TO PIPE CENTERLINE AND PI

POINTS.

2. PIPELINE TO BE CONSTRUCTED PER CITY OF SACRAMENTO

STANDARD SPECIFICATIONS.

3. PIPELINE JOINTS MAY BE DEFLECTED UP TO 3 DEGREES OR PER PIPE

MANUFACTURER'S RECOMMENDATION, WHICHEVER IS SMALLER, IN

ORDER TO FOLLOW ALIGNMENT ON THE PLANS.

PIPELINE NOTES:

N N

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SHEET ID

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US Army Corps of Engineers

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O F

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N 1-

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dw g

, C A

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(V O

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H I

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M M

O N

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C R

, C

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READY TO ADVERTISE

-X

CU101

A 0+

O S

(C O

O L

E A)

SCALE: 1"=40'

0 40'40' 20'

INTERSTATE 5

R D

N O

GARDEN HIGHWAY

CONTROL LINE A

KEY MAP

NTS

NATOMAS

PARK DR

JNETTLET

Ellipse

JNETTLET

Callout

SEE ATTACHED AS-BUILT

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JNETTLET

Ellipse

File details come from the government source that posted it. Updated Sep 10, 2026.