Attachment 2 - Drawings.pdf

PDF 5 MB Posted Aug 4, 2021

Attached to: Public Law (P. L. ) 84-99, Site 0412-28 Yolo Bypass Levee Repair
Solicitation number: W9123821B0011
Issued by: Department of the Army Corps of Engineers Engineering District Sacramento

About this file

Written by GovTribe AI · Dec 28, 2023

These design drawings and specifications are for the PL 84-99 Site 0412-28 Yolo Bypass Levee Repair project. The work includes removing and disposing of existing stone revetment, degrading approximately 1,000 linear feet of levee, realigning an adjacent canal, installing new culverts, and reconstructing the levee and canal slopes. The project is a 100% small business set-aside being conducted by the Department of the Army Corps of Engineers Sacramento District. Bids for the work must be submitted by September 3, 2021. The drawings provide plans, sections, details, notes and specifications to guide the repair in accordance with the requirements.

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Other files

File	Type	Posted
Bid Abstract.pdf	PDF	Sep 8, 2021
Attachment 4 - Pricing Schedule Revised.pdf	PDF	Aug 31, 2021
Amendment0003.pdf	PDF	Aug 31, 2021
Amendment 0003 - Drawing 11.pdf	PDF	Aug 31, 2021
Amendment 0003 - Amendment Summary AM01_20210831.pdf	PDF	Aug 31, 2021
Amendment 0003 - Drawing 8.pdf	PDF	Aug 31, 2021
Amendment 0003 - Drawing 10.pdf	PDF	Aug 31, 2021
Amendment0002.pdf	PDF	Aug 20, 2021
Attachment 4 - Pricing Schedule Revised.pdf	PDF	Aug 20, 2021
PL84-99 Site 0412-28 Yolo Bypass Levee Repair SIGN IN SHEET.pdf	PDF	Aug 18, 2021
Amendment0001.pdf	PDF	Aug 13, 2021
Attachment 1 - Specifications.pdf	PDF	Aug 4, 2021
Solicitation W9123821B0011.pdf	PDF	Aug 4, 2021
Attachment 4 - Pricing Schedule.pdf	PDF	Aug 4, 2021
Attachment 3 - Wage Determination CA20210007.pdf	PDF	Aug 4, 2021
Attachment 5 - Pre-Award Survey.pdf	PDF	Aug 4, 2021

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PREPARED UNDER THE DIRECTION OF:

USACE SACRAMENTO SIGNATURE BLOCK

Col. U.S. Army, Commander and District Engineer

Chief, Engineering Division

Chief, Civil Works Design Branch

APPROVED BY:

APPROVED FUNCTIONAL ADEQUACY:

James J. Handura

Rick Poeppelman /s/

Will Hall /s/

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

ISSUE DATE:

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

SACRAMENTO DISTRICT

W91238-21-R-0044

XXXXXX-XX-X-XXXX

JANUARY 15, 2021

YOLO COUNTY, CALIFORNIA

PL84-99 WEST LEVEE OF YOLO BYPASS

REPAIR SITE 0412-28

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VICINITY MAP SCHEDULE OF DRAWINGS

SEQUENCE

NUMBER SHEET ID DESCRIPTION

1 G-001 COVER SHEET

2 G-002 VICINITY MAP, ABBREVIATIONS AND SCHEDULE OF DRAWINGS

3 G-003 HAUL ROUTE

4 G-004 ALIGNMENT CONTROL

5 G-005 LEGEND AND SYMBOLOGY

6 G-006 REVETMENT HAUL VICINITY AND LOCATION MAPS

7 CD-101 LEVEE DEGRADE PLAN

8 C-101 CANAL REALIGNMENT PLAN

9 C-301 TYPICAL LEVEE SECTION AND MISCELLANEOUS SECTION

10 C-302 LEVEE ALIGNMENT CROSS SECTIONS STA. 4+00 TO STA. 7+50

11 C-303 LEVEE ALIGNMENT CROSS SECTIONS STA. 8+00 TO STA. 11+00

12 C-501 MISCELLANEOUS DETAILS

ABBREVIATIONS

AB AGGREGATE BASE

APN ASSESSOR PARCEL NUMBER

AVE AVENUE

CMP CORRUGATED METAL PIPE

CO COUNTY

CY CUBIC YARD

E EAST

EA EACH

EG EXISTING GROUND

FG FINISH GRADE

FT FEET

HWY HIGHWAY

IN INCH

LS LANDSIDE

MAX MAXIMUM

MIN MINIMUM

N.T.S. NOT TO SCALE

N NORTH

NAD NORTH AMERICAN DATUM

RD ROAD

S SOUTH

SF SQUARE FEET

ST STREET

STA STATION

TYP TYPICAL

W WEST

WS WATERSIDE

WSE WATER SURFACE ELEVATION

YD YARD

GENERAL NOTES

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

2. SHOULD ANY UTILITIES BE ENCOUNTERED THAT WERE PREVIOUSLY UNKNOWN, THE LOCATION WILL BE REPORTED TO THE CONTRACTING OFFICER. DETERMINE THE EXACT

LOCATION OF ALL UTILITIES WITHIN THE CONSTRUCTION ZONE, ALONG THE CONSTRUCTION ACCESS/HAUL ROUTE(S) , AND IN THE STAGING AREA(S) PRIOR TO COMMENCING WORK.

THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE CAUSED BY THE CONTRACTOR'S FAILURE TO LOCATE AND PROTECT ANY AND ALL UTILITIES.

3. ANY TEMPORARY EARTHWORK ASSOCIATED WITH CONSTRUCTION MUST BE APPROVED IN ADVANCE BY THE CONTRACTING OFFICER.

4. AT EACH END OF REPAIR, CONTRACTOR MUST PROVIDE SMOOTH TRANSITION TO THE EXISTING UNDAMAGED LEVEE SLOPES. SMOOTH TRANSITION IS NOT TO RESULT IN A SLOPE

STEEPER THAN THE SLOPES SHOWN IN THE CROSS SECTION VIEW.

5. CONTRACTOR IS RESPONSIBLE FOR DEWATERING CANALS AS NECESSARY. DEWATERING VOLUMES DURING CONSTRUCTION WILL VARY DEPENDENT ON CANAL AND RIVER WATER

SURFACE ELEVATIONS.

6. CONTRACTOR TO HYDROSEED PROJECT AREAS OF SOIL DISTURBANCE AND REGARDING PER SPECIFICATIONS.

7. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED. SURVEY IS REFERENCED TO NAD 1983 HORIZONTAL DATUM: CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 2, US

SURVEY FEET. SURVEY IS REFERENCED TO NAVD 1988 VERTICAL DATUM.

8. RECLAMATION DISTRICT PERSONNEL WILL PROVIDE ACCESS TO THE SITE ON A MUTUALLY AGREEABLE COORDINATION ARRANGEMENT. CONTACT MIKE HALL TO MAKE

ARRANGEMENTS AT 530-662-1374. SHOULD THE GATES BE LOCKED WHEN NEEDING ENTRY CONTACT MIKE HALL AT 530-308-0681, JESSE CLARK AT 530-788-8452, OR JAY PUNIA AT

916-870-0770 OR 916-503-5093. GATES SHALL BE LOCKED UPON LEAVING AT THE END OF EACH CONSTRUCTION DAY.

DAVIS

WEST SACRAMENTO

WOODLAND

PROJECT SITE

I-80

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ROAD 27

STAGING AREA

SITE 0412-28

PAVED COUNTY

ROAD 28H

DAVIS

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PAVED COUNTY

ROAD 27

UNPAVED COUNTY

ROAD 28H

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R/W

R /W

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R/W R /W

R /W

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PROJECT LOCATION

STAGING AREA

0.5 ACRE

2 SITE 0412-28

SCALE: NTS1 HAUL ROUTE

SCALE: NTS

LIMITS OF WORK

HAUL ROUTE

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INLET

NOTES:

GENERAL SYMBOLOGY

FLOW DIRECTIONSTORM DRAIN INLET

FILL SLOPE

DETAIL MARKER

SECTION CUT MARKER

DETAIL IS LOCATED

* DRAWING WHERE

DETAIL NUMBER

SECTION VIEW IS LOCATED

* DRAWING WHERE

SECTION LETTER

OF SECTION CUT

FLAG INDICATES DIRECTION

* DRAWING WHERE

DETAIL WAS TAKEN

DETAIL NUMBER

SECTION VIEW IS

SECTION LETTER

FIRST CUT

KEYNOTE DESIGNATION

KEYNOTE NUMBER

SITE PLAN SYMBOLOGY

LINE DESIGNATOR

CURVE DESIGNATOR

CUT SLOPE

GAS LINE

OVERHEAD POWER LINE

BUILDING FOOTPRINT

CONTOUR LINE (5' INTERVAL)

CONTOUR LINE (1' INTERVAL)

EXISTING FEATURES PROPOSED FEATURES

40.0 PROPOSED ELEVATION

GENERAL SYMBOLS

DIAMETERØ

CONSTRUCTION LIMIT

OHE OHE

1/4" = 1'-0"

PLAN VIEW

SECTION VIEW

3/8" = 1'-0"

XXX

DETAIL

3" = 1'-0"

XXX

CONTROL LINE

OVERHEAD POWER LINE

RIGHT OF WAY (R/W)

DITCH

COMM

E E E

COMM

E E E UNDERGROUND POWER LINE

OVERHEAD COMM LINE

UNDERGROUND COMM LINE

CLASS 2 AB

ASPHALT PAVEMENT

SAND FILTER

GRAVEL DRAIN MATERIAL

FENCE

EDGE OF PAVEMENT

GAS LINEG G

SAN

W W W

SANITARY SEWER LINE

WATER LINE

SAN

W W W

SANITARY SEWER LINE

WATER LINE

WATER VALVE

TRANSFORMER

UTILITY POLE

UNDERGROUND POWER LINEOHE OHE

OVERHEAD COMM LINE

UNDERGROUND COMM LINE

OHC OHC

UGC UGC

SD STORM SEWER LINE

GUARD RAIIL

LEVEE EMBANKMENT FILL MATERIAL

IMPERVIOUS FILL MATERIAL

ARTICULATED MAT

RAILROAD TRACK

FIRE HYDRANT

G G

WATER SURFACE ELEVATION

RIP RAP

CONCRETE

EXISTING EARTH

TRAFFIC FLOW DIRECTION

STAGING AREA

DEMOLITION AREA

1. THIS IS A STANDARD DRAWING SHOWING COMMON SYMBOLOGY.

ALL SYMBOLS ARE NOT NECESSARILY USED ON THIS PROJECT.

2. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING

COMPONENTS OR TO DE-EMPHASIZE PROPOSED IMPROVEMENTS TO

HIGHLIGHT SELECTED TRADE WORK. REFER TO CONTEXT OF EACH

DRAWING FOR USAGE.

3. PROJECT DRAWINGS MAY HAVE VARIATIONS OF TYPICAL LEGEND

SHOWN ON THIS SHEET IN SOME AREAS TO DELINEATE DIFFERENT

CONSTRUCTION REQUIREMENTS OF SIMILAR SITE FEATURES (e.g.

DIFFERENT THICKNESS OF AC PAVEMENT SECTIONS, FENCE AND

RAILING TYPES, ETC.). WHEN SUCH VARIATIONS OF LEGEND ARE

USED, THEY ARE CALLED OUT, OR DEFINED OTHERWISE, ON THE

SHEET WHERE SUCH FEATURES/SYMBOLS ARE USED.

SHEET NOTE DESIGNATION

SHEET NOTE NUMBER

PLAN NORTH

INDICATOR

CD301

SPOT ELEVATION

SINGLE TREE

GRID TEXT

GRID TICK

SIGNS

BILLBOARD

MANHOLE

CATCH BASINS

FIRE HYDRANT

UTILITY POLE

14.4

N 1980000 s

GUARD RAIL

POST/BOLLARD

GATE

AERIAL PANEL

FENCE

METER/UTILITY BOX

TRAFFIC PAINT

PALM TREE

VEGETATION LINE

ROAD / PAVEMENT

DIRT ROAD / TRAIL

CULVERT

WASH / WATER

POWER POLE

POWER POLE WITH GUY

POWER TRANSFORMER

COMMUNICATION EQUIPMENT

TELEPHONE POLE

INDEPENDENT POWER CONNECTION

COMMUNICATION MANHOLE

OVERHEAD POWER

OVERHEAD COMMUNICATION

UNDERGROUND FIBER

IPC

UGCUGC

EEE

COMM

UNDERGROUND COMMUNICATIONCOMM

STORM DRAIN PIPE

PLANTING

2% SLOPE GRADE AND DIRECTION

MATCH LINE STA: X+XX (DWG X)

STATION NUMBER

LINE INDICATES MATCHLINE

SHEET NUMBER

HIGHWAY8080

SURVEY MONUMENT

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REVETMENT HAUL VICINITY MAP

WOODLAND

PROJECT SITE

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REVETMENT

DROP OFF

REVETMENT HAUL LOCATION MAP

COUNTY ROAD 102

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COUNTY ROAD 97B

COUNTY ROAD 17A

COUNTY ROAD 27

REVETMENT DROP OFF

NORTH AREA

38° 43.285'N 121° 48.737'W

CONSTRUCTION NOTES:

1. CONTRACTOR TO DISPOSE OF REVETMENT MATERIAL EVENLY BETWEEN THE NORTH AND

SOUTH AREAS.

IRRIGATION STAND PIPE

PROTECT IN-PLACE

REVETMENT DROP OFF

SOUTH AREA

38° 43.101'N 121° 48.954'W

COUNTY ROAD 97B

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YOLO BYPASS

CROSS C

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2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00

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1 LEVEE DEGRADE PLAN

SCALE: 1" = 40'

KEYNOTES:

REMOVE AND DIPOSE (2) 48" CMP.

LEVEE CROWN CENTERLINE ALIGNMENT. SEE SHEET

G-004.

DEWATERING REQUIRED DURING CONSTRUCTION.

STA. 5+40 BEGIN LEVEE DEGRADE.

STA. 9+00 END LEVEE DEGRADE.

REMOVE AND HAUL EXISTING STONE REVETMENT.

SEE SHEET G-006.

CONSTRUCTION NOTES:

1. IF THERE IS A VARIATION BETWEEN EXISTING

GROUND AND CONSTRUCTED SLOPE, PROVIDE

SMOOTH TRANSITION TO EXISTING GROUND AT A

MINIMUM 4:1 SLOPE FOR ALL AREAS OF DESIGN.

2. THERE MAY BE ABANDONED NATURAL GAS LINE(S)

BENEATH THE ROAD, USE CAUTION EXCAVATING.

3. CARE WILL BE TAKEN TO EXPOSE ANY GAS LINES

THAT RESIDE WITHIN THE CONSTRUCTION

FOOTPRINT. THE CONTRACTING OFFICER WILL BE

NOTIFIED IF ANY GAS LINES HAVE BEEN EXPOSED.

AutoCAD SHX Text

GGGGG

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YOLO BYPASS

CROSS C

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2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+49.78

HAUL ROUTE

12A 12B

3+00 4+00 5+00

6+00 7+00 8+00 9+00

10+00

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1 CANAL REALIGNMENT PLAN

SCALE: 1" = 40'

KEYNOTES:

RELOCATED CANAL (EXISTING ENCROACHMENT). SEE

A1 SHEET C-502 FOR CANAL DETAIL.

EXISTING (2) 48" CMP. SEE SHEET CD-101.

INSTALL (2) NEW 48" 10-GAUGE CMP. SEE B1 SHEET

C-501 FOR TYPICAL CULVERT SECTION AND

ELEVATIONS.

RESTORE CROSS CANAL SLOPE (EXISTING

ENCROACHMENT). SEE A3 SHEET C-501 FOR TYPICAL

CROSS CANAL DETAIL.

REMOVE AND REPLACE FULL LENGTH IN-KIND 24"

CMP. PLACE PIPE AT PRE-CONSTRUCTION INVERT

ELEVATIONS.

CANAL STA. 4+75. BEGIN CANAL REALIGNMENT.

LEVEE CROWN CENTERLINE ALIGNMENT. SEE SHEET

G-004.

RELOCATED CANAL CENTERLINE ALIGNMENT. SEE

SHEET G-004.

CANAL STA. 10+75. END CANAL REALIGNMENT.

ACCESS ROAD. SEE A2 SHEET C-501 FOR TYPICAL

ACCESS ROAD SECTION.

LEVEE CROWN. SEE C1 SHEET C-301 FOR TYPICAL

LEVEE CROWN SECTION.

C-501 B1

C-501 C1

C-501 A2

2 CROSS CANAL AREA

SCALE: 1" = 20'

CONSTRUCTION NOTES:

1. IF THERE IS A VARIATION BETWEEN EXISTING

GROUND AND CONSTRUCTED SLOPE, PROVIDE

SMOOTH TRANSITION TO EXISTING GROUND AT A

MINIMUM 4:1 SLOPE FOR ALL AREAS OF DESIGN.

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LANDSIDE

WATERSIDE

BENCH AS NEEDED FOR

CONSTRUCTEBILITY FOLLOWING

GENERAL CUT SLOPE OF 2.5H:1V.

PLACE FILL IN HORIZONTAL LIFTS

PER SPECIFICATION.

TYPICAL BENCHING NOTES:

20'

12'

DESIGN TOP OF LEVEE

2' TYP TAPER

2' SHOULDER

6" AGGREGATE BASE

2.0 %

2.0 %2.0 %

2.0 %

LANDSIDE WATERSIDE

1.5

~20'

2.5

EXCAVATION LIMIT

DEGRADE CONTROL EL. 0.00

EXISTING CANAL

LEVEE CONTROL ELEVATION

LANDSIDE

WATERSIDE

LEVEE FILL

EXCAVATION LIMIT

CANAL, SEE A1

SHEET C-501

2.0 %

EXISTING GROUND

1.5

LEVEE REPAIR SECTION

SCALE: NTS

LEVEE EXCAVATION TYPICAL SECTION

SCALE: NTS

TYPICAL LEVEE CROWN SECTION

SCALE: NTS

EXAMPLE BENCHING DETAIL

SCALE: NTS

EXCAVATED

SLOPE SURFACE

EACH LIFT MUST BE KEYED IN TO

EXISTING LEVEE MATERIAL.

SEE BENCHING

DETAIL C3

ACCESS ROAD, SEE

A2 SHEET C-501

E 3

~40'

LANDSIDE BENCH

65'

1.5

EXISTING LEVEE

TOE

~15' ~50'

RANDOM FILLRANDOM FILL

LEVEE TOE

DEGRADE LONGITUDINAL VIEW

SCALE: NTS

EXISTING LEVEE CROWN

BENCHED SLOPE, SEE

BENCHING DETAIL C3

250'

EXISTING BOTTOM OF CANAL

EXISTING LEVEE SLOPE

~20'

EXISTING LEVEE SLOPE

EXISTING LEVEE CROWN

EXISTING BOTTOM OF CANAL

10'

AM-01

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Elevation (ft) El ev at io n (ft

4+00

-10

0 10 20 30 40 50 60 70 80 90 1001101201301401501601701801902000-10-20-30-40-50-60-70

Elevation (ft) El ev at io n (ft

5+00

-10

0 10 20 30 40 50 60 70 80 90 1001101201301401501601701801902000-10-20-30-40-50-60-70

Elevation (ft) El ev at io n (ft

5+50

-10

0 10 20 30 40 50 60 70 80 90 1001101201301401501601701801902000-10-20-30-40-50-60-70

Elevation (ft) El ev at io n (ft

6+00

-10

0 10 20 30 40 50 60 70 80 90 1001101201301401501601701801902000-10-20-30-40-50-60-70

Elevation (ft) El ev at io n (ft

6+50

-10

0 10 20 30 40 50 60 70 80 90 1001101201301401501601701801902000-10-20-30-40-50-60-70

Elevation (ft) El ev at io n (ft

7+00

-10

0 10 20 30 40 50 60 70 80 90 1001101201301401501601701801902000-10-20-30-40-50-60-70

Elevation (ft) El ev at io n (ft

7+50

-10

0 10 20 30 40 50 60 70 80 90 1001101201301401501601701801902000-10-20-30-40-50-60-70

Elevation (ft) El ev at io n (ft

4+50

-10

0 10 20 30 40 50 60 70 80 90 1001101201301401501601701801902000-10-20-30-40-50-60-70

EXCAVATION

LIMIT

EXISTING GROUND

CANAL GRADE

LEVEE CONTROL

EL. 34.24'

LEVEE CONTROL

EL. 34.24'

LEVEE CONTROL

EL. 34.24'

LEVEE CONTROL

EL. 34.24'

EXISTING GROUND

EXCAVATION

LIMIT

EXCAVATION

LIMIT

EXCAVATION

LIMIT

CANAL GRADE

CANAL GRADE CANAL GRADE

CANAL GRADE

CANAL CONTROL

ELEVATION

CANAL CONTROL

ELEVATION

CANAL CONTROL

ELEVATION CANAL CONTROL

ELEVATION

CANAL CONTROL

ELEVATION

CANAL CONTROL

ELEVATION

CANAL CONTROL

ELEVATION

LEVEE GRADELEVEE GRADELEVEE GRADE

LEVEE GRADE

Elevation (ft) El ev at io n (ft

4+31.78

-10

0 10 20 30 40 50 60 70 80 90 1001101201301401501601701801902000-10-20-30-40-50-60-70

EXISTING GROUND

CANAL GRADE

CANAL CONTROL

ELEVATION

EXCAVATION

LIMIT

LEVEE CONTROL

EL. 34.24'

C-302

T C

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C .P

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W . D

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O R

C R

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C O

N O

B Y:

D R

B Y:

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

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N O

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C-300s V2.dwg

1 CROSS SECTIONS

SCALE: 1" = 40' VERTICAL EXAGGERATION: 2

Elevation (ft) El ev at io n (ft

10+24.54

-10

0 10 20 30 40 50 60 70 80 90 1001101201301401501601701801902000-10-20-30-40-50-60-70

Elevation (ft) El ev at io n (ft

8+00

-10

0 10 20 30 40 50 60 70 80 90 1001101201301401501601701801902000-10-20-30-40-50-60-70

Elevation (ft) El ev at io n (ft

9+00

-10

0 10 20 30 40 50 60 70 80 90 1001101201301401501601701801902000-10-20-30-40-50-60-70

Elevation (ft) El ev at io n (ft

9+50

-10

0 10 20 30 40 50 60 70 80 90 1001101201301401501601701801902000-10-20-30-40-50-60-70

Elevation (ft) El ev at io n (ft

10+00

-10

0 10 20 30 40 50 60 70 80 90 1001101201301401501601701801902000-10-20-30-40-50-60-70

Elevation (ft) El ev at io n (ft

10+50

-10

0 10 20 30 40 50 60 70 80 90 1001101201301401501601701801902000-10-20-30-40-50-60-70

Elevation (ft) El ev at io n (ft

11+00

-10

0 10 20 30 40 50 60 70 80 90 1001101201301401501601701801902000-10-20-30-40-50-60-70

Elevation (ft) El ev at io n (ft

8+50

-10

0 10 20 30 40 50 60 70 80 90 1001101201301401501601701801902000-10-20-30-40-50-60-70

EXISTING GROUND

LEVEE CONTROL

EL. 34.24'

LEVEE CONTROL

EL. 34.24'

EXISTING GROUND EXISTING GROUND EXISTING GROUND

EXISTING GROUND

EXCAVATION

LIMIT

EXCAVATION

LIMIT

CANAL GRADE

CANAL GRADE CANAL GRADE

CANAL CONTROL

ELEVATION

CANAL CONTROL

ELEVATION

CANAL CONTROL

ELEVATION

CANAL CONTROL

ELEVATION

CANAL CONTROL

ELEVATION

LEVEE GRADE LEVEE GRADE

EXISTING GROUND

CANAL GRADE

CANAL CONTROL

ELEVATION

LEVEE CONTROL

EL. 34.24'

C-303

T C

R O

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C .P

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C E

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W . D

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C R

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C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N O

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C O

U N

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-9

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C-300s V2.dwg

1 CROSS SECTIONS

SCALE: 1" = 40' VERTICAL EXAGGERATION: 2

EXISTING GROUND

2.0 %

CANAL INVERT

SECTION SHOWN LOOKING

DOWN STREAM.

RECONSTRUCT ACCESS ROAD

TO PRECONSTRUCTION GRADE.

NOTE:

1.5

LEVEE SIDE LANDSIDE

~30'

ACCESS ROAD,

SEE A2

~8' 1.5

A1 CANAL DETAIL

SCALE: NTS

B1 FLARED END CULVERT SECTION

SCALE: NTS

18'

ACCESS ROAD 10' TYP

6" AGGREGATE BASE

1:1 1:1

2:1 SLOPE

2.0 %

2.0 %2.0 %

2.0 %

CANAL SIDE LANDSIDE

A2 TYPICAL ACCESS ROAD SECTION

SCALE: NTS

1.5:1 SLOPE

SECTION SHOWN LOOKING

DOWN STREAM.

NOTE:

A3 CROSS CANAL DETAIL

SCALE: NTS

CANAL SIDE

LANDSIDE

2:1

SEE SPECIFICATIONS FOR CLSM

MATERIAL.

NOTE:

ROCK APRON,

SEE D1 ROCK APRON,

SEE D1

CLSM

2:1

1-2% SLOPE

INVERT

EL. 8.17'

INVERT

EL. 8.83'

2.0 %

CANAL INVERT

1.5

~20'

~7' 1.5

2.0 %

C1 STANDARD PIPE TRENCH

SCALE: NTS

SITE MUST BE DEWATERED AND

MAINTAINED DURING

CONSTRUCTION TO ENSURE

PROPER FOUNDATION

PREAPRATION.

FOUNDATION PREAPRATION

INCLUDES REMOVAL OF LARGE

AGGREGATES WITHIN 6" OF

STRUCTURE, AND UNSUITABLE

MATERIAL.

NOTE:

12" 24"O.D.

ACCESS ROAD,

SEE A2 RANDOM FILL

PIPE

O.D. 12"

PIPE

CLSM

FLARED END SECTION FLARED END SECTION

RANDOM FILL

MIN. 2'

RANDOM FILL

MIN. 2'

RANDOM FILL

D1 ROCK APRON PROFILE VIEW

SCALE: NTS

12"

3X6IN ROCK

FILTER SAND

RANDOM FILL

D2 ROCK APRON PLAN VIEW

SCALE: NTS

~37'

FLARED END

O F

C R

12'

FLARED ENDS WIDTH

CMP

12"

ACCESS ROAD

ROCK SLOPE PROTECTION,

SEE C2 ROCK SLOPE PROTECTION,

SEE C3

12" 12"

C2 ROCK SLOPE PROTECTION PLAN VIEW

SCALE: NTS

FLARED END

O F

C R

FLARED ENDS WIDTH12" 12"

C3 ROCK SLOPE PROTECTION PLAN VIEW

SCALE: NTS

FLARED END

FLARED ENDS WIDTH12" 12"

2:1 2:1

2:1 1.5:1

ROCK APRONROCK APRON

TOP OF CROSS CANAL TOP OF CANAL

C-501

S D

C .P

O N

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R .T

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C H

D B

D R

B Y:

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

E N

C O

U N

, C

O R

-9

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, 2

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W 8- -R -0

C O

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D 6-

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C-500s.dwg

G-001 COVER SHEET

Sheets and Views

G-001 COVER SHEET-G-001 COVER SHEET

G-002

Sheets and Views

G-002s-G-002

Sheet 1

G-003

Sheets and Views

G-002s-G-003

Sheet 1

G-004

Sheets and Views

G-002s-G-004

Sheet 1

G-005

Sheets and Views

G-002s-G-005

Sheet 1

G-006

Sheets and Views

G-002s-G-006

Sheet 1

CD-101

Sheets and Views

CD-100s V2-CD-101

Sheet 1

C-101

Sheets and Views

C-100s V3-C-101

Sheet 1

C-301

Sheets and Views

C-300s V2-C-301

Sheet 1

C-302

Sheets and Views

C-300s V2-C-302

Sheet 1

C-303

Sheets and Views

C-300s V2-C-303

Sheet 1

C-500s

Sheets and Views

C-500s-C-501

Sheet 1

File details come from the government source that posted it. Updated Aug 4, 2021.