Attachment_2_-_Drawings.pdf

PDF 3 MB Posted Jul 26, 2019

Attached to: PL 84-99 Feather River Site 0521-32 Levee Erosion Repairs
Solicitation number: W91238-19-B-0019
Issued by: Department of the Army Corps of Engineers Engineering District Sacramento

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File	Type	Posted
W9123819B0019_Bid_Abstract.pdf	PDF	Sep 16, 2019
Attachment_4_-_Revised_Specifications.pdf	PDF	Sep 5, 2019
W9123819B00190003_-_Revise_Specifications.pdf	PDF	Sep 5, 2019
W9123819B00190002_-_Extend_Bids_Due_Date.pdf	PDF	Sep 5, 2019
W9123819B00190001_-_Extend_Bids_Due_Date.pdf	PDF	Aug 29, 2019
IMG_0482.jpg	JPG image	Aug 20, 2019
IMG_0483.jpg	JPG image	Aug 20, 2019
Site_Visit_Sign-In_Sheet.pdf	PDF	Aug 14, 2019
Attachment_1_-_Specificitations.pdf	PDF	Jul 26, 2019
W9123819B0019.pdf	PDF	Jul 26, 2019
Attachment_3_-_DBA_Wage_Determinations.pdf	PDF	Jul 26, 2019

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US Army Corps of Engineers

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

SACRAMENTO DISTRICT

W9128-XX-X-XXXX

APRIL 3, 2019

W9128-XX-X-XXXX

SUTTER COUNTY, CALIFORNIA

PL 84-99 SUTTER- FEATHER RIVER LEVEE

SITE 0521-32 REPAIR

PREPARED UNDER THE DIRECTION OF:

USACE SACRAMENTO SIGNATURE BLOCK

Col. Corps of Engineers, Sacramento District

Chief, Engineering Division

Chief, Design Branch

APPROVED BY:

APPROVED FUNCTIONAL ADEQUACY:

David G. Ray

/s/ Rick Poeppelman P.E.

/s/ William Hall, P.E.

This project was designed by the Sacramento District of the U. S. Army Corps of Engineers.The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152

APPROVED FOR PUBLIC RELEASE. DISTRIBUTION UNLIMITED

DISTRIBUTION STATEMENT A

G-001

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FEATHER RIVER

STATE

ROUTE 99

STATE

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FEATHER

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SITE 0521-32

LOCATION

ABBOTT

STATE

ROUTE 20

YUBA CITY

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SCHEDULE OF DRAWINGS

SHEET

SEQUENCE

SHEET ID DESCRIPTION

1 G-001 COVER SHEET

2 G-002

VICINITY MAP, ABBREVIATIONS, GENERAL NOTES, SCHEDULE OF DRAWINGS, AND

SURVEY CONTROL TABULATION

3 C-101 PROJECT HAUL ROUTE

4 C-102 SITE PLAN

5 C-301 TYPICAL REPAIR SECTION FOR 0521-32

ABBREVIATIONS

APPROX APPROXIMATE

EL ELEVATION

FT FEET

HWY HIGHWAY

IN INCH

NAD NORTH AMERICAN DATUM

NAVD NORTH AMERICAN VERTICAL DATUM

LAT LATITUDE

LONG LONGITUDE

P.I.P. PROTECT IN PLACE

GENERAL NOTES

1. DIMENSIONS AND REPAIR LENGTHS SHOWN ARE APPROXIMATE AND ONLY INDICATE THE GENERAL SCOPE

OF REPAIR.

2. CONTRACTOR IS TO DETERMINE THE EXACT LOCATION OF ALL UTILITIES WITHIN THE CONSTRUCTION ZONE, ALONG THE CONSTRUCTION ACCESS/HAUL ROUTE(S), AND IN THE STAGING AREA(S) BEFORE COMMENCING

THE WORK. CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE CAUSED BY CONTRACTOR'S

FAILURE TO EXACTLY LOCATE AND PROTECT ANY AND ALL UTILITIES.

3. CONTRACTOR MUST KEEP ROADWAYS CLEAR OF MUD AND DEBRIS AT ALL TIMES.

4. ANY TEMPORARY EARTHWORK ASSOCIATED WITH CONSTRUCTION MUST BE APPROVED IN ADVANCE BY THE

CONTRACTING OFFICER.

5. UNLESS OTHERWISE NOTED, NO TEMPORARY OR PERMANENT EXCAVATIONS ARE ALLOWED.

6. LEVEE SLOPES MAY NOT BE CUT TO PROVIDE CONSTRUCTION ACCESS RAMPS. IF NECESSARY, TEMPORARY

CONSTRUCTION RAMPS MAY BE CONSTRUCTED ON LEVEE SLOPES BY PLACING FILL MATERIAL AT THE

LOCATION(S) INDICATED ON SHEET C-102.

7. WHEN REMOVING TEMPORARY FILL, CONTRACTOR MUST EXERCISE CAUTION TO AVOID DISTURBING THE

EXISTING GROUND SURFACE BELOW THE TEMPORARY FILL. THEREFORE, THE BOTTOM APPROXIMATELY

ONE INCH OF TEMPORARY FILL MUST BE LEFT IN PLACE. UPON COMPLETION OF THE WORK, CONTRACTOR IS

TO REMOVE AND DISPOSE OF ALL TEMPORARY FILL.

8. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED

9. GRID COORDINATES ARE IN US SURVEY FEET AND REFER TO THE CALIFORNIA STATE COORDINATE SYSTEM

ZONE II, NAD 83, AND ARE BASED ON CONTROL POINT DH6497.

10. ELEVATIONS ARE IN US SURVEY FEET AND REFER TO NAVD 1988, GEOID 12A AND ARE BASED ON CP DH6497.

11. TOPOGRAPHY BY TOTAL STATION & RTK SURVEY METHODS. FIELD SURVEY DATES:AUGUST 2 & 6.

SEPTEMBER 25, 2018.

12. TEMPORARY, CONSTRUCTION REFERENCE LINES, TO BE SET BY THE CONTRACTOR, ARE SHOWN ON SHEET

C-102.

VICINITY MAP

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0 8000'4000'

SURVEY CONTROL TABULATION

STATION NORTH EAST MON. EL. DESCRIPTION

DH6497 2127260.50 6655023.18 39.80 NGS DISC IN WELL

DH6498 2151336.70 6662988.70 42.40 NGS DISC ON HEADWALL

PCA 2134381.52 6671643.91 70.38 PLASTIC CAP

STAGING AREA 'B'

APPROXIMATELY

0.47 ACRES

STAGING AREA 'A'

APPROXIMATELY

0.95 ACRES

SITE 0521-32

LOCATION

HAUL ROUTE

(STAR BEND ROAD)

GARDEN HWY

ABBOTT LAKE

STATE ROUTE 99

FEATHER RIVER

HAUL ROUTE

(LEVEE CREST)

HAUL ROUTE

(FARM ROAD)

OBANION ROAD

TUDOR ROAD

HAUL ROUTE

(TOE ROAD)

EXISTING

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ACCESS RAMP

HAUL ROUTE

(LEVEE CREST)

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0 600' 1200'

PROJECT HAUL ROUTE

TOP OF BANK

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FENCE (P.I.P.)

EXISTING ASPHALT

ROAD

PROTECT EXISTING

CONCRETE DITCH

ENCROACHMENT

TOE OF LANDSIDE

SLOPE

HAUL ROUTE

(LEVEE CREST)

SITE 0521-32 - REPAIR LENGTH

APPROXIMATELY 1,880 FT

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REPAIR LIMIT TO

EXISTING RIP RAP

WEDGE

AREA MAY BE USED

DURING CONSTRUCTION

FOR TEMPORARY RAMP

TOE OF

SLOPE

HAUL ROUTE

(TOE ROAD)

ABBOTT LAKE

AREA MAY BE USED

DURING CONSTRUCTION

FOR TEMPORARY RAMP

EDGE OF WATER AT

TIME OF SURVEY

CONSTRUCTION

REFERENCE LINE

TEMPORARY

CONTROL POINT

CP-1

CP-2

CP-3

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SITE PLAN

0521-32 SITE REPAIR LIMIT

LAT (NAD 83) LONG (NAD 83)

BEGINNING 39.022511 -121.612657

END 39.017890 -121.609805

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80' 160'0

TEMPORARY CONTROL TABULATION

POINT NORTHING EASTING DESCRIPTION

CP-1 6671560.31 2134710.48 TO BE SET BY CONTRACTOR

CP-2 6671795.60 2133819.73 TO BE SET BY CONTRACTOR

CP-3 6672546.33 2132430.95 TO BE SET BY CONTRACTOR

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APPROX.

LAKE BOTTOM

WATERSIDE LANDSIDE

19.1'

TOE OF SLOPE

QUARRY

STONE

WATER

LEVEL

VARIES

12.3'

LEVEE

CREST

~20'

EXISTING GROUND

TOP OF BANK

3.0' MIN.

APPROX.

LAKE BOTTOM

WATERSIDE LANDSIDE

TOE OF SLOPE

QUARRY

STONE

20.0'

LEVEE

CREST

~20'

EXISTING GROUND

TOP OF BANK

3.0' MIN.

18.6'

WATER

LEVEL

VARIES

APPROX.

LAKE BOTTOM

WATERSIDE LANDSIDE

TOE OF SLOPE

QUARRY

STONE

WATER

LEVEL

VARIES

12.1'

LEVEE

CREST

~20'

EXISTING GROUND

TOP OF BANK

3.0' MIN.

18.5'

APPROX.

LAKE BOTTOM

WATERSIDE LANDSIDE

TOE OF SLOPE

QUARRY

STONE

WATER

LEVEL

VARIES

13.7'

LEVEE

CREST

~20'

EXISTING GROUND

TOP OF BANK

3.0' MIN.

19.9'

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CONSTRUCTION NOTES

1. REPAIR LENGTH (PARALLEL TO LEVEE ALIGNMENT) IS APPROX. 1,880 FEET. SITE LIMITS TO BE

CONFIRMED BY USACE IN FIELD AT TIME OF CONSTRUCTION.

2. CLEAR, GRUB AND STRIPPING IS ALONG THE LENGTH OF THE PROJECT SITE. ALL VEGETATION

WITH STEMS LESS THAN 6 INCHES IN DIAMETER OR AS DIRECTED BY THE CONTRACTING

OFFICER WILL BE REMOVED. TREES LARGER THAN 6 INCHES IN DIAMETER SHOULD BE

PROTECTED IN PLACE. REMOVE ALL BRANCHES UP TO 6 INCHES IN DIAMETER FROM LARGER

TREES BETWEEN THE GROUND SURFACE AND 5 FEET UP THE TRUNK OR AS DIRECTED BY THE

CONTRACTING OFFICER.

3. PLACE QUARRY STONE AT BASE OF REPAIR FIRMLY IN TO FOUNDATION MATERIAL TO CREATE A

STABLE WORKING PLATFORM. PLACE SUBSEQUENT QUARRY STONE SUCH THAT EACH STONE

HAS THREE POINTS OF CONTACT WITH ADJACENT STONES.

4. HORIZONTAL PROJECTION OF QUARRY STONE INTO THE LAKE MUST BE 2H:1V.

5. AT EACH END OF REPAIR, PROVIDE SMOOTH TRANSITION TO THE EXISTING LEVEE/BANK

SLOPES AT NO GREATER THAN 4H:1V.

SCALE: N.T.S.

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SCALE: N.T.S.

SECTION

SCALE: N.T.S.

SECTION

SCALE: N.T.S.

SECTION

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Sheets and Views

0521-32 Plan Set - G-001

0521-32 Plan Set - G-002

0521-32 Plan Set - C-101

0521-32 Plan Set - C-102

0521-32 Plan Set - C-301

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