Atch_2_Site_0521-41_Plans_Final.pdf

PDF 20 MB Posted Jul 30, 2019

Attached to: PL 84-99 Feather River Site 0521-41 Levee Repairs
Solicitation number: W91238-19-B-0012
Issued by: Department of the Army Corps of Engineers Engineering District Sacramento

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W91238-19-B-0012 Solicitation Attachment 2

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19B0012_Signed_Bid_Abstract_Pg_1.pdf	PDF	Sep 19, 2019
19B0012_Bid_Abstract_Pg_2.pdf	PDF	Sep 19, 2019
W9123819B0012_Amend_5_0016.pdf	PDF	Sep 13, 2019
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WBS_Format_21_Lines.xlsx	XLSX spreadsheet	Sep 12, 2019
Site_0521-41_Amend_4_Specs.pdf	PDF	Sep 11, 2019
W91238-19-B-0012_Amend_0004_0015.pdf	PDF	Sep 11, 2019
Additional_Bidder_Inquires.pdf	PDF	Sep 9, 2019
19B0012_Amend_0003.pdf	PDF	Sep 3, 2019
Site_0521-41_AM0003.pdf	PDF	Sep 3, 2019
Amend_0002_Updated_Specs_01_57_19_.pdf	PDF	Aug 29, 2019
W9123819B0012_Amend_0002_Feather_River.doc.pdf	PDF	Aug 29, 2019
W9123819B0012_Amendment_0001.pdf	PDF	Aug 23, 2019
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A07.1_W9123819B0012_Feather_River_0521-41_Solicitation.pdf	PDF	Jul 30, 2019
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A02.01_Pre-Solicitation_Notice_0521-41.pdf	PDF	Jun 26, 2019

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

SACRAMENTO DISTRICT

FEATHER RIVER RIGHT BANK

SUTTER COUNTY, CALIFORNIA

PL 84-99 EMERGENCY LEVEE REPAIRS

SITE 0521-41

W91238-19-B-0012

XXXXXX-XX-X-XXXX

JULY 2019

US Army Corps of Engineers

USACE SACRAMENTO

SIGNATURE BLOCK

PREPARED UNDER THE DIRECTION OF:

JAMES J. HANDURA /S/

COL U.S. ARMY, COMMANDER AND DISTRICT ENGINEER

APPROVED BY:

RICK POEPPELMAN /S/

CHIEF, ENGINEERING DIVISION

APPROVED FUNCTIONAL ADEQUACY:

WILLIAM HALL /S/

CHIEF, CIVIL WORKS DESIGN BRANCH

DETAIL INDICATOR

SECTION SYMBOL

NORTH

PLAN

DRAWING AREA TITLE

SCALE: 1/2" = 1'-0"

0 2' 4'1'

USE "ONE SCALE BAR FOR ENTIRE

SHEET (IF THE ENTIRE SHEET IS THE

SAME SCALE), OR 1 PER DETAIL."

PLACE IN LOWER

RIGHT CORNER AND

OR ON EACH DETAIL

X-5##

X-3##

SAMPLE TEXT

MATCH LINE

XX/X-XXX

X-5##

MATCH LINE

X-XXX

USE 1 OF THESE

OPTIONS

0.87"

SAMPLE

TEXT

SHEET KEYNOTES

1. NOTE 1

2. NOTE 2

3. NOTE 3

1. NOTE 1

2. NOTE 2

3. NOTE 3

GENERAL SHEET NOTES

1. NOTE 1

2. NOTE 2

3. NOTE 3

LEGEND

1. THESE ARE GENERAL NOTES:

2. THEY ARE LOCATED NEAR THE BEGINNING OF A SET OF DRAWINGS ON A

G-00# SHEET.

3. GENERAL NOTES START IN THE UPPER LEFT CORNER AND CONTINUE DOWN

AND TO THE RIGHT AS NEEDED.

4. GENERAL NOTES APPLY TO ALL SHEETS IN THE SET.

GENERAL NOTES

1. THESE ARE GENERAL (DISCIPLINE) NOTES:

2. THEY ARE LOCATED AT THE BEGINNING OF THE (DISCIPLINE) DRAWINGS ON

A X-00# SHEET.

3. GENERAL (DISCIPLINE) NOTES APPLY TO ALL (DISCIPLINE) SHEETS IN THE

SET.

GENERAL (DISCIPLINE) NOTES

1. THESE ARE GENERAL (DISCIPLINE) NOTES:

2. THEY ARE LOCATED AT THE BEGINNING OF THE (DISCIPLINE) DRAWINGS.

3. THESE GENERAL (DISCIPLINE) NOTES APPLY TO SPECIFIC SHEETS IN THE

SET.

GENERAL (DISCIPLINE) NOTES: SHEETS X-102 THRU X-109

LOCATE IN UPPER RIGHT

CORNER OF SHEET

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ASSESSOR PARCEL NUMBER

AVENUE

COUNTY

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NORTH AMERICAN DATUM

ROAD

SOUTH

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STREET

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WEST

WATERSIDE

YARD

MEAN SUMMER WATER SURFACE

FD FOUND

DWR DEPARTMENT OF WATER RESOURCES

IP IRON PIPE

NTS NOT TO SCALE

NAVD NORTH AMERICAN VERTICAL DATUM

PVI POINT OF VERTICAL INTERSECTION

X-5##

X-3##

DETAIL INDICATOR

NORTH

PLAN

NORTH ARROW

1. DIMENSIONS, REPAIR LENGTHS AND QUANTITIES SHOWN ARE APPROXIMATE AND

ONLY INDICATE THE GENERAL SCOPE OF REPAIR.

2. GENERAL NOTES ARE APPLICABLE TO ALL WORK, UNLESS NOTED OTHERWISE.

3. ACCESS TO THE PROJECT IS LIMITED TO THE ACCESS POINTS SHOWN ON THE

DRAWINGS.

4. THE LOCATIONS OF EXISTING UTILITIES, IF ANY, ARE APPROXIMATE AND HAVE

NOT BEEN INDEPENDENTLY VERIFIED BY THE CONTRACTING OFFICER OR THEIR

REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION

AND ELEVATION OF ALL UTILITIES WITHIN THE CONSTRUCTION ZONE, ALONG THE

CONSTRUCTION ACCESS ROUTE AND IN THE STAGING AREAS BEFORE

COMMENCING WORK. THE CONTRACTOR SHALL PROTECT ALL UTILITIES,

INCLUDING STEEL PLATING, AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL

DAMAGES WHICH MIGHT BE CAUSED BY THE CONTRACTOR'S FAILURE TO LOCATE

AND PRESERVE ANY AND ALL UTILITIES. CONTRACTOR TO NOTIFY

UNDERGROUND SERVICE ALERT TWO DAYS MINIMUM PRIOR TO ANY EXCAVATION

FOR CONSTRUCTION. CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY TO

WORK AROUND EXISTING UTILITIES.

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

6. ANY TEMPORARY EARTHWORK ASSOCIATED WITH CONSTRUCTION MUST BE

APPROVED IN ADVANCE BY THE CONTRACTING OFFICER.

7. UNLESS OTHERWISE NOTED, NO TEMPORARY OR PERMANENT EXCAVATIONS ARE

ALLOWED.

8. LEVEE SLOPES SHALL NOT BE CUT TO PROVIDE CONSTRUCTION ACCESS RAMPS.

9. WHEN REMOVING TEMPORARY FILL, CONTRACTOR MUST EXERCISE CAUTION TO

AVOID DISTURBING THE EXISTING GROUND SURFACE BELOW THE TEMPORARY

FILL. UPON COMPLETION OF THE WORK, CONTRACTOR IS TO REMOVE AND

DISPOSE OF TEMPORARY FILL, RESTORE GROUND SURFACE BELOW TO ORIGINAL

CONDITION, AND HYDROSEED DISTURBED AREAS.

10. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING THE DAMAGE CAUSED

TO EXISTING FACILITIES TO PRE-CONSTRUCTION CONDITIONS. ANY ROADS,

CURBS, GUARDRAILS, SIGNS, FENCES, UTILITIES, FLOOD CONTROL STRUCTURES

STAGING AND LAYDOWN AREAS WILL BE REPLACED OR REPAIRED TO APPLICABLE

STANDARDS AT THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE

CONTRACTING OFFICER.

12. DRAWING SCALES DEPICTED ARE BASED ON UNITED STATES ARMY CORPS OF

ENGINEERS (USACE) PROJECT CAD STANDARDS SUMMARY. PLOTTING AREA FOR

22"X34" (D SIZE). CONFIRM SCALE FOR DRAWINGS PLOTTED AT ALL OTHER

DIMENSIONS.

13. DRAWINGS SHOWN WITH AERIAL PHOTOS ARE PROVIDED FOR REFERENCE ONLY.

ALL FACILITIES MAY NOT BE SHOWN ON PHOTOS. THE CONTRACTOR SHALL

VERIFY THE LOCATION OF EXISTING FACILITIES THAT MAY BE AFFECTED BY

CONSTRUCTION.

14. TOPOGRAPHIC SURVEY PROVIDED BY MHM, INC. ON DECEMBER 24, 2018.

APPROX APPROXIMATELY

H HORIZONTAL

V VERTICAL

CONC CONCRETE

RCBC REINFORCED CONCRETE BOX CULVERT

CMP CORRUGATED METAL PIPE

POWER POLE

(E) VEGETATION

ELECTRICAL JUNCTION BOX

GUY WIRE AND ANCHOR

(E) MAJOR CONTOUR LINE

(E) MINOR CONTOUR LINE

MAJOR CONTOUR LINE

MINOR CONTOUR LINE

PROPERTY LINES

LIMITS OF CONSTRUCTION

E EAST/EASTING

MPH MILES PER HOUR

MATCH LINE

CENTERLINE

DEMOLITION

(E) WELL

E E

ELECTRICAL PRIMARY

ACCESS POINT

LIMITS OF EXCAVATION

(E) CHAIN LINK FENCE

GENERAL NOTES LEGEND ABBREVIATIONS

LIMITS OF CLEARING, GRUBBING

AND STRIPPING

SCH SCHEDULE

STAINLESS STEEL

DIA, Ø DIAMETER

O.D. OUTSIDE DIAMETER

DEG, ° DEGREE

PVC POLYVINYL CHLORIDE

BORING

CPT

CPT CONE PENETROMETER TEST

SURVEY CONTROL POINT

TREE REMOVAL

HGPN HIGH PRECISION GEODETIC NETWORK

TOE OF (E) EMERGENCY BERM

AGGREGATE SURFACING

EXISTING GROUND

COMM

(E) COMMUNICATION LINE

SHEET INDEX

SHEET ID DESCRIPTION

G-001 COVER SHEET

G-002

GENERAL NOTES, LEGEND, ABBREVIATIONS, AND SHEET INDEX

G-003 PROJECT LOCATION AND VICINITY MAP

G-004 STAGING AREA AND HAUL ROUTES

G-005 KEY MAP AND PROJECT CONTROL LINE

G-006

CONTROL LINE, LINE AND CURVE TABLES

G-007 CONSTRUCTION LIMITS

G-008 CONSTRUCTION LIMITS LINE TABLES

V-001 PROJECT SURVEY CONTROL

C-101

EXCAVATION PLAN, STA 2340+00 TO 2322+00

C-102

EXCAVATION PLAN, STA 2322+00 TO 2304+00

C-103

EXCAVATION PLAN, STA 2304+00 TO 2286+00

C-104

EXCAVATION PLAN, STA 2286+00 TO 2268+00

C-105

EXCAVATION PLAN, STA 2268+00 TO 2255+00

C-111 GRADING PLAN STA 2340+00 TO 2331+00

C-112 GRADING PLAN STA 2231+00 TO 2322+00

C-113 GRADING PLAN STA 2322+00 TO 2313+00

C-114 GRADING PLAN STA 2313+00 TO 2304+00

C-115 GRADING PLAN STA 2304+00 TO 2295+00

C-116 GRADING PLAN STA 2295+00 TO 2286+00

C-117 GRADING PLAN STA 2286+00 TO 2268+00

C-118 GRADING PLAN STA 2277+00 TO 2268+00

C-119 GRADING PLAN STA 2268+00 TO 2259+00

C-120 GRADING PLAN STA 2259+00 TO 2255+00

C-121 SACRAMENTO AVENUE PLAN AND PROFILE

C-201 GEOTECHNICAL LEGEND

C-202 CUTOFF WALL PROFILE STA 2340+00 TO 2331+00

C-203 CUTOFF WALL PROFILE STA 2231+00 TO 2322+00

C-204 CUTOFF WALL PROFILE STA 2322+00 TO 2313+00

C-205 CUTOFF WALL PROFILE STA 2313+00 TO 2304+00

C-206 CUTOFF WALL PROFILE STA 2304+00 TO 2295+00

C-207 CUTOFF WALL PROFILE STA 2295+00 TO 2286+00

C-208 CUTOFF WALL PROFILE STA 2286+00 TO 2277+00

C-209 CUTOFF WALL PROFILE STA 2277+00 TO 2268+00

C-210 CUTOFF WALL PROFILE STA 2268+00 TO 2259+00

C-211 CUTOFF WALL PROFILE STA 2268+00 TO 2259+00

C-301 TYPICAL CROSS SECTION

C-310 CROSS SECTIONS STA 2256+00 TO 2279+00

C-311 CROSS SECTIONS STA 2280+00 TO 2303+00

C-312 CROSS SECTIONS STA 2304+00 TO 2327+00

C-313 CROSS SECTIONS STA 2328+00 TO 2339+00

C-501 TYPICAL DETAILS

C-502 TYPICAL CUTOFF WALL DETAILS

C-601 WELDED STEEL PIPE PLAN AND PROFILE

C-602 TYPICAL VAULT DETAILS

C-603 GENERAL STRUCTURAL NOTES AND DETAILS

C-604 TYPICAL REINFORCEMENT DETAILS

C-605 OUTLET HEADWALL DETAILS

C-606 OUTLET HEADWALL REINFORCEMENT SCHEDULE AND DETAILS

CLSM CONTROLLED LOW STRENGTH MATERIAL

HDPE HIGH DENSITY POLYETHYLENE

GALV GALVANIZED

WSP WELDED STEEL PIPE

FLG FLANGE

& AND

@ AT

ACI AMERICAN CONCRETE INSTITUTE

BOTT BOTTOM

℄ BOTTOM

CLR CLEAR

CJ CONSTRUCTION JOINT

E.F. EACH FACE

E.O.R. ENGINEER OF RECORD

E.W. EACH WAY

I.E. EXAMPLE

LdH DEVELOPMENT LENGTH

O.C. ON CENTER

UNO UNLESS NOTED OTHERWISE

D.B. DIAMETER OF BAR

GRAVEL

GENERAL FILL

CLSM

AutoCAD SHX Text

MARCUSE ROAD

CYPRESS AVENUE

LAUREL AVE

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SAN FRANCISCO

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ARIZONA

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PROJECT LOCATION MAP

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LAUREL AVE

SITE MAP

VICINITY MAP

CONTROL LINE

YUBA CITY

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SECTION SYMBOL

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SCALE: 1/2" = 1'-0"

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USE "ONE SCALE BAR FOR ENTIRE

SHEET (IF THE ENTIRE SHEET IS THE

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PLACE IN LOWER

RIGHT CORNER AND

OR ON EACH DETAIL

X-5##

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X-XXX

USE 1 OF THESE

OPTIONS

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SAMPLE

TEXT

SHEET KEYNOTES

1. NOTE 1

2. NOTE 2

3. NOTE 3

1. NOTE 1

2. NOTE 2

3. NOTE 3

GENERAL SHEET NOTES

1. NOTE 1

2. NOTE 2

3. NOTE 3

LEGEND

1. THESE ARE GENERAL NOTES:

2. THEY ARE LOCATED NEAR THE BEGINNING OF A SET OF DRAWINGS ON A

G-00# SHEET.

3. GENERAL NOTES START IN THE UPPER LEFT CORNER AND CONTINUE DOWN

AND TO THE RIGHT AS NEEDED.

4. GENERAL NOTES APPLY TO ALL SHEETS IN THE SET.

GENERAL NOTES

1. THESE ARE GENERAL (DISCIPLINE) NOTES:

2. THEY ARE LOCATED AT THE BEGINNING OF THE (DISCIPLINE) DRAWINGS ON

A X-00# SHEET.

3. GENERAL (DISCIPLINE) NOTES APPLY TO ALL (DISCIPLINE) SHEETS IN THE

SET.

GENERAL (DISCIPLINE) NOTES

1. THESE ARE GENERAL (DISCIPLINE) NOTES:

2. THEY ARE LOCATED AT THE BEGINNING OF THE (DISCIPLINE) DRAWINGS.

3. THESE GENERAL (DISCIPLINE) NOTES APPLY TO SPECIFIC SHEETS IN THE

SET.

GENERAL (DISCIPLINE) NOTES: SHEETS X-102 THRU X-109

LOCATE IN UPPER RIGHT

CORNER OF SHEET

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NORTH

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HAUL ROUTES

SCALE: 1" = 500'

1000'0 500'

STAGING AREA

SCALE: 1" = 200'

400'0 200'

GENERAL SHEET NOTES

STAGING AREA

APPROX 22.9 ACRES

ACCESS POINT

ACCESS TO ROUTE 99

1. PROTECT EXISTING TREES WITHIN TEMPORARY WORK

AREAS AND ALONG HAUL ROUTES DURING

CONSTRUCTION IN ACCORDANCE WITH SPECIFICATION

01 50 00.

2. ALL ACCESS POINTS TO PUBLIC ROADS MUST BE

CONTROLLED IN ACCORDANCE WITH SPECIFICATION 01

50 00.

3. ALL TRUCKS SHALL TRAVEL AT SPEEDS LESS THAN 15

MPH ON NON-PUBLIC ACCESS ROADS. ALL TRUCKS

SHALL OBEY POSTED SPEED LIMITS ON PUBLIC ROADS.

4. ONLY MINIMUM CLEARING, GRUBBING, AND STRIPPING

AS REQUIRED FOR EQUIPMENT SET UP SHALL BE

CONDUCTED IN THE STAGING AREA.

5. STAGING/LAYDOWN AREAS AND SITE OFFICE LOCATION

AREA TO BE RETURNED TO THEIR ORIGINAL CONDITIONS

AT THE END OF THE WORK PRIOR TO DEMOBILIZATION.

6. CONTRACTOR SHALL PROVIDE TEMPORARY SECURITY

FENCING AROUND VULNERABLE PORTIONS OF STAGING

AREA IN ACCORDANCE WITH SPECIFICATION 01 50 00.

7. LAUREL AVE ACCESS SHALL BE LIMITED TO LIGHT

WEIGHT VEHICLES.

8. CONTRACTOR SHALL PERFORM EXISTING CONDITION

VIDEO AND PHOTOGRAPHIC SURVEY OF SACRAMENTO

AVE AND LAUREL AVE PRIOR TO CONSTRUCTION IN

ACCORDANCE WITH SPECIFICATION 01 00 00.

9. TEMPORARY ACCESS RAMPS ARE TO BE CONSTRUCTED

WITH IMPORT FILL ONLY. NO CUTTING INTO EXISTING

GROUND, INCLUDING FILL, SHALL BE PERMITTED EXCEPT

AS SHOWN ON THE PLANS.

STAGING AREA

HAUL ROUTE

LEGEND

C-101 & C-111

C-101 & C-112

C-102 & C-113

C-102 & C-114

C-103 & C-115

N: 2099794.736

E: 6679268.896

L16L17

L19 L20L21L22L23

L24

L30

C13

C14C15

C16

C17

C18

C19

C20C21 C22C23

C24

C25

C26

C27

C28

2300+00

2305+00 2310+002315+00

2320+00

C-103 & C-116 C-104 & C-117

C-104 & C-118

C-105 & C-119

C-105 & C-120

N: 2092130.919

E: 6677889.981

L6 L7

L8 L9

L10 L11

L13

C4C5

C10

C11

C12

C13

C29

C30

2270+00

2275+00

2280+00 2285+00

2290+00

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G-005

KEY MAP

SCALE: 1" = 200'

400'0 200'

DETAIL INDICATOR

SECTION SYMBOL

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DRAWING AREA TITLE

SCALE: 1/2" = 1'-0"

0 2' 4'1'

USE "ONE SCALE BAR FOR ENTIRE

SHEET (IF THE ENTIRE SHEET IS THE

SAME SCALE), OR 1 PER DETAIL."

PLACE IN LOWER

RIGHT CORNER AND

OR ON EACH DETAIL

X-5##

X-3##

SAMPLE TEXT

MATCH LINE

XX/X-XXX

X-5##

MATCH LINE

X-XXX

USE 1 OF THESE

OPTIONS

0.87"

SAMPLE

TEXT

SHEET KEYNOTES

1. NOTE 1

2. NOTE 2

3. NOTE 3

1. NOTE 1

2. NOTE 2

3. NOTE 3

GENERAL SHEET NOTES

1. NOTE 1

2. NOTE 2

3. NOTE 3

LEGEND

1. THESE ARE GENERAL NOTES:

2. THEY ARE LOCATED NEAR THE BEGINNING OF A SET OF DRAWINGS ON A

G-00# SHEET.

3. GENERAL NOTES START IN THE UPPER LEFT CORNER AND CONTINUE DOWN

AND TO THE RIGHT AS NEEDED.

4. GENERAL NOTES APPLY TO ALL SHEETS IN THE SET.

GENERAL NOTES

1. THESE ARE GENERAL (DISCIPLINE) NOTES:

2. THEY ARE LOCATED AT THE BEGINNING OF THE (DISCIPLINE) DRAWINGS ON

A X-00# SHEET.

3. GENERAL (DISCIPLINE) NOTES APPLY TO ALL (DISCIPLINE) SHEETS IN THE

SET.

GENERAL (DISCIPLINE) NOTES

1. THESE ARE GENERAL (DISCIPLINE) NOTES:

2. THEY ARE LOCATED AT THE BEGINNING OF THE (DISCIPLINE) DRAWINGS.

3. THESE GENERAL (DISCIPLINE) NOTES APPLY TO SPECIFIC SHEETS IN THE

SET.

GENERAL (DISCIPLINE) NOTES: SHEETS X-102 THRU X-109

LOCATE IN UPPER RIGHT

CORNER OF SHEET

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US Army Corps of Engineers

Last saved by: ADAM.FORD(2019-07-16) Last Plotted: 2019-07-17

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\0521-41_FEATHER RIVER\20-SHEETS\0521-41-G-005 - G-006.DWG

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CONTROL LINE

1. SEE SHEET G-006 FOR CONTROL LINE LINE AND CURVE

TABLES.

GENERAL NOTES

LINE TABLE: CONTROL LINE

LINE #

L10

L11

L12

L13

L14

L15

L16

L17

LENGTH

74.58'

407.17'

71.97'

222.54'

194.92'

430.51'

270.76'

381.84'

243.18'

146.14'

227.65'

71.40'

167.34'

84.48'

74.90'

80.98'

117.46'

DIRECTION

N54° 30' 52.70"E

N51° 28' 13.59"E

N46° 52' 53.97"E

N40° 19' 11.71"E

N30° 03' 02.45"E

N30° 05' 38.23"E

N32° 11' 56.32"E

N31° 49' 27.05"E

N29° 57' 17.94"E

N28° 37' 50.83"E

N32° 38' 25.35"E

N25° 34' 59.72"E

N32° 46' 08.05"E

N18° 58' 25.51"E

N13° 20' 17.38"E

N00° 31' 41.39"E

N01° 12' 07.53"W

LINE TABLE: CONTROL LINE

LINE #

L18

L19

L20

L21

L23

L24

L25

L26

L27

L28

L29

L30

L31

LENGTH

54.22'

309.77'

257.22'

563.49'

233.24'

163.60'

344.58'

17.84'

23.58'

57.22'

210.81'

125.05'

601.70'

DIRECTION

N03° 17' 37.12"E

N01° 25' 01.66"E

N01° 54' 15.14"W

N00° 09' 38.44"W

N00° 45' 31.39"W

N01° 06' 27.45"W

N00° 14' 37.67"W

N08° 33' 02.66"W

N15° 22' 06.50"W

N25° 42' 07.01"W

N34° 41' 23.63"W

N36° 00' 24.24"W

N34° 54' 45.46"W

CURVE TABLE: CONTROL LINE

CURVE #

C10

C13

C14

C15

C16

LENGTH

26.57'

120.13'

57.26'

89.62'

0.15'

18.37'

6.54'

16.31'

23.11'

104.97'

120.39'

98.36'

335.36'

30.20'

RADIUS

500.00'

1500.00'

500.00'

199.99'

500.00'

1000.00'

500.00'

1000.00'

1500.00'

500.00'

1000.00'

1500.00'

1000.00'

DELTA

3°02'39"

4°35'20"

6°33'42"

10°16'09"

0°02'36"

2°06'18"

0°22'29"

1°52'09"

1°19'27"

4°00'35"

13°47'43"

5°38'08"

12°48'36"

1°43'49"

CHORD DIRECTION

N52° 59' 33.15"E

N49° 10' 33.78"E

N43° 36' 02.84"E

N35° 11' 07.08"E

N30° 04' 20.34"E

N31° 08' 47.28"E

N32° 00' 41.69"E

N30° 53' 22.50"E

N29° 17' 34.38"E

N30° 38' 08.09"E

N25° 52' 16.78"E

N16° 09' 21.44"E

N06° 55' 59.39"E

N00° 20' 13.07"W

CHORD LENGTH

26.56'

120.10'

57.23'

89.50'

0.15'

18.37'

6.54'

16.31'

23.11'

104.95'

120.09'

98.32'

334.67'

30.20'

CURVE TABLE: CONTROL LINE

CURVE #

C17

C18

C19

C20

C21

C22

C23

C24

C25

C26

C27

C28

C29

C30

LENGTH

78.47'

6.55'

28.98'

30.43'

11.79'

13.15'

6.09'

15.08'

217.48'

178.49'

180.35'

156.87'

22.98'

19.10'

RADIUS

1000.00'

200.00'

500.00'

1000.00'

500.00'

1000.00'

1500.00'

1000.00'

DELTA

4°29'45"

1°52'35"

3°19'17"

1°44'37"

1°21'05"

0°45'12"

0°20'56"

0°51'50"

8°18'25"

6°49'04"

10°20'01"

8°59'17"

1°19'01"

1°05'39"

CHORD DIRECTION

N01° 02' 44.80"E

N02° 21' 19.39"E

N00° 14' 36.74"W

N01° 01' 56.79"W

N00° 50' 11.14"W

N01° 08' 07.61"W

N00° 55' 59.42"W

N00° 40' 32.56"W

N04° 23' 50.16"W

N11° 57' 34.58"W

N20° 32' 06.75"W

N30° 11' 45.32"W

N35° 20' 53.93"W

N35° 27' 34.85"W

CHORD LENGTH

78.45'

6.55'

28.98'

30.43'

11.79'

13.15'

6.09'

15.08'

217.28'

178.38'

180.11'

156.71'

22.98'

19.10'

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CONTROL LINE LINE AND CURVE TABLES

DETAIL INDICATOR

SECTION SYMBOL

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DRAWING AREA TITLE

SCALE: 1/2" = 1'-0"

0 2' 4'1'

USE "ONE SCALE BAR FOR ENTIRE

SHEET (IF THE ENTIRE SHEET IS THE

SAME SCALE), OR 1 PER DETAIL."

PLACE IN LOWER

RIGHT CORNER AND

OR ON EACH DETAIL

X-5##

X-3##

SAMPLE TEXT

MATCH LINE

XX/X-XXX

X-5##

MATCH LINE

X-XXX

USE 1 OF THESE

OPTIONS

0.87"

SAMPLE

TEXT

SHEET KEYNOTES

1. NOTE 1

2. NOTE 2

3. NOTE 3

1. NOTE 1

2. NOTE 2

3. NOTE 3

GENERAL SHEET NOTES

1. NOTE 1

2. NOTE 2

3. NOTE 3

LEGEND

1. THESE ARE GENERAL NOTES:

2. THEY ARE LOCATED NEAR THE BEGINNING OF A SET OF DRAWINGS ON A

G-00# SHEET.

3. GENERAL NOTES START IN THE UPPER LEFT CORNER AND CONTINUE DOWN

AND TO THE RIGHT AS NEEDED.

4. GENERAL NOTES APPLY TO ALL SHEETS IN THE SET.

GENERAL NOTES

1. THESE ARE GENERAL (DISCIPLINE) NOTES:

2. THEY ARE LOCATED AT THE BEGINNING OF THE (DISCIPLINE) DRAWINGS ON

A X-00# SHEET.

3. GENERAL (DISCIPLINE) NOTES APPLY TO ALL (DISCIPLINE) SHEETS IN THE

SET.

GENERAL (DISCIPLINE) NOTES

1. THESE ARE GENERAL (DISCIPLINE) NOTES:

2. THEY ARE LOCATED AT THE BEGINNING OF THE (DISCIPLINE) DRAWINGS.

3. THESE GENERAL (DISCIPLINE) NOTES APPLY TO SPECIFIC SHEETS IN THE

SET.

GENERAL (DISCIPLINE) NOTES: SHEETS X-102 THRU X-109

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US Army Corps of Engineers

Last saved by: ADAM.FORD(2019-07-16) Last Plotted: 2019-07-17

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\0521-41_FEATHER RIVER\20-SHEETS\0521-41-G-005 - G-006.DWG

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1. SEE SHEET G-005 FOR CONTROL LINE LINE AND CURVE

LABELS.

GENERAL NOTES

N: 2099756.039

E: 6679363.643

L13 L14 L15

L16

L57

L58

L61

2300+00

2305+00 2310+002315+00

2320+00

L21

L27

L28

L48

L52

L53

L54

CONTROL LINE

CONSTRUCTION LIMITS

SEE NOTE 1

2270+00

2275+00

2280+00 2285+00

2290+00

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CONSTRUCTION LIMITS

SCALE: 1" = 200'

400'0 200'

DETAIL INDICATOR

SECTION SYMBOL

NORTH

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DRAWING AREA TITLE

SCALE: 1/2" = 1'-0"

0 2' 4'1'

USE "ONE SCALE BAR FOR ENTIRE

SHEET (IF THE ENTIRE SHEET IS THE

SAME SCALE), OR 1 PER DETAIL."

PLACE IN LOWER

RIGHT CORNER AND

OR ON EACH DETAIL

X-5##

X-3##

SAMPLE TEXT

MATCH LINE

XX/X-XXX

X-5##

MATCH LINE

X-XXX

USE 1 OF THESE

OPTIONS

0.87"

SAMPLE

TEXT

SHEET KEYNOTES

1. NOTE 1

2. NOTE 2

3. NOTE 3

1. NOTE 1

2. NOTE 2

3. NOTE 3

GENERAL SHEET NOTES

1. NOTE 1

2. NOTE 2

3. NOTE 3

LEGEND

1. THESE ARE GENERAL NOTES:

2. THEY ARE LOCATED NEAR THE BEGINNING OF A SET OF DRAWINGS ON A

G-00# SHEET.

3. GENERAL NOTES START IN THE UPPER LEFT CORNER AND CONTINUE DOWN

AND TO THE RIGHT AS NEEDED.

4. GENERAL NOTES APPLY TO ALL SHEETS IN THE SET.

GENERAL NOTES

1. THESE ARE GENERAL (DISCIPLINE) NOTES:

2. THEY ARE LOCATED AT THE BEGINNING OF THE (DISCIPLINE) DRAWINGS ON

A X-00# SHEET.

3. GENERAL (DISCIPLINE) NOTES APPLY TO ALL (DISCIPLINE) SHEETS IN THE

SET.

GENERAL (DISCIPLINE) NOTES

1. THESE ARE GENERAL (DISCIPLINE) NOTES:

2. THEY ARE LOCATED AT THE BEGINNING OF THE (DISCIPLINE) DRAWINGS.

3. THESE GENERAL (DISCIPLINE) NOTES APPLY TO SPECIFIC SHEETS IN THE

SET.

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US Army Corps of Engineers

Last saved by: ADAM.FORD(2019-07-16) Last Plotted: 2019-07-17

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\0521-41_FEATHER RIVER\20-SHEETS\0521-41-G-007 - G-008.DWG

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CONTROL LINE

1. SEE SHEET G-008 FOR CONSTRUCTION LIMIT LINE

TABLES.

GENERAL NOTES

CONSTRUCTION LIMITS

SEE NOTE 1

LINE TABLE: CONSTRUCTION LIMITS

LINE #

L10

L11

L12

L13

L14

L15

L16

L17

L18

L19

L20

L21

LENGTH

931.20'

68.22'

26.27'

76.91'

62.56'

110.07'

21.54'

82.58'

190.70'

31.41'

1039.41'

954.95'

152.63'

519.26'

292.72'

32.70'

344.13'

1013.61'

DIRECTION

S34° 59' 02.45"E

S31° 15' 25.25"E

S29° 34' 03.64"E

S27° 34' 22.71"E

S23° 12' 40.46"E

S19° 08' 34.16"E

S16° 42' 29.30"E

S14° 15' 41.72"E

S09° 54' 59.84"E

S07° 12' 55.20"E

S00° 51' 04.65"E

S00° 32' 35.58"E

S00° 15' 44.40"E

S00° 34' 35.45"W

S03° 11' 20.29"W

S10° 07' 09.35"W

S13° 37' 05.86"W

S30° 36' 10.56"W

LINE TABLE: CONSTRUCTION LIMITS

LINE #

L22

L23

L24

L25

L26

L27

L28

L29

L30

L31

L32

L33

L34

L35

L36

L37

L38

L39

L40

L41

L42

LENGTH

45.11'

235.29'

39.57'

159.79'

45.46'

1276.60'

40.93'

118.92'

259.54'

118.51'

231.59'

234.75'

81.33'

108.04'

32.76'

634.80'

87.11'

29.60'

90.52'

59.82'

DIRECTION

S65° 24' 01.07"E

S09° 44' 45.71"E

S64° 23' 38.81"W

N73° 10' 27.15"W

S56° 42' 16.00"W

S31° 27' 43.90"W

S34° 57' 43.96"W

S41° 11' 14.07"W

S45° 16' 59.28"W

S46° 56' 11.86"W

S55° 00' 44.79"W

S47° 56' 22.03"W

N37° 45' 23.67"W

N25° 47' 02.46"W

N39° 51' 40.16"E

N51° 32' 05.58"E

N34° 48' 12.74"E

N38° 17' 58.89"E

N61° 52' 13.57"E

N46° 55' 29.07"E

LINE TABLE: CONSTRUCTION LIMITS

LINE #

L43

L44

L45

L46

L47

L48

L49

L50

L51

L52

L53

L54

L55

L56

L57

L58

L59

L60

L61

L62

L63

LENGTH

250.18'

107.91'

233.48'

312.70'

772.44'

532.34'

581.03'

106.55'

51.11'

306.91'

158.58'

397.81'

305.48'

321.51'

753.72'

201.25'

51.09'

216.00'

1392.52'

245.78'

192.98'

DIRECTION

N57° 13' 58.39"W

S42° 16' 21.62"W

N47° 07' 29.61"W

N21° 24' 40.72"W

N40° 14' 34.80"E

N30° 29' 07.63"E

S66° 13' 50.66"E

N48° 16' 38.42"E

N42° 19' 11.98"E

N27° 01' 54.73"E

N32° 40' 51.34"E

N32° 31' 40.72"E

N18° 09' 51.35"E

N06° 52' 55.50"E

N00° 31' 46.55"E

N03° 29' 27.94"W

N07° 31' 31.20"W

N04° 34' 27.99"E

N00° 43' 08.24"W

N06° 47' 35.40"W

N17° 11' 32.82"W

LINE TABLE: CONSTRUCTION LIMITS

LINE #

L64

L65

L66

L67

L68

LENGTH

189.91'

429.65'

222.18'

346.37'

142.27'

DIRECTION

N21° 30' 15.95"W

N34° 08' 56.76"W

N31° 03' 40.41"W

N36° 50' 59.29"W

N55° 59' 58.37"E

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CONSTRUCTION LIMITS LINE TABLES

DETAIL INDICATOR

SECTION SYMBOL

NORTH

PLAN

DRAWING AREA TITLE

SCALE: 1/2" = 1'-0"

0 2' 4'1'

USE "ONE SCALE BAR FOR ENTIRE

SHEET (IF THE ENTIRE SHEET IS THE

SAME SCALE), OR 1 PER DETAIL."

PLACE IN LOWER

RIGHT CORNER AND

OR ON EACH DETAIL

X-5##

X-3##

SAMPLE TEXT

MATCH LINE

XX/X-XXX

X-5##

MATCH LINE

X-XXX

USE 1 OF THESE

OPTIONS

0.87"

SAMPLE

TEXT

SHEET KEYNOTES

1. NOTE 1

2. NOTE 2

3. NOTE 3

1. NOTE 1

2. NOTE 2

3. NOTE 3

GENERAL SHEET NOTES

1. NOTE 1

2. NOTE 2

3. NOTE 3

LEGEND

1. THESE ARE GENERAL NOTES:

2. THEY ARE LOCATED NEAR THE BEGINNING OF A SET OF DRAWINGS ON A

G-00# SHEET.

3. GENERAL NOTES START IN THE UPPER LEFT CORNER AND CONTINUE DOWN

AND TO THE RIGHT AS NEEDED.

4. GENERAL NOTES APPLY TO ALL SHEETS IN THE SET.

GENERAL NOTES

1. THESE ARE GENERAL (DISCIPLINE) NOTES:

2. THEY ARE LOCATED AT THE BEGINNING OF THE (DISCIPLINE) DRAWINGS ON

A X-00# SHEET.

3. GENERAL (DISCIPLINE) NOTES APPLY TO ALL (DISCIPLINE) SHEETS IN THE

SET.

GENERAL (DISCIPLINE) NOTES

1. THESE ARE GENERAL (DISCIPLINE) NOTES:

2. THEY ARE LOCATED AT THE BEGINNING OF THE (DISCIPLINE) DRAWINGS.

3. THESE GENERAL (DISCIPLINE) NOTES APPLY TO SPECIFIC SHEETS IN THE

SET.

GENERAL (DISCIPLINE) NOTES: SHEETS X-102 THRU X-109

LOCATE IN UPPER RIGHT

CORNER OF SHEET

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US Army Corps of Engineers

Last saved by: ADAM.FORD(2019-07-16) Last Plotted: 2019-07-17

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\0521-41_FEATHER RIVER\20-SHEETS\0521-41-G-007 - G-008.DWG

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1. SEE SHEET G-007 FOR CONSTRUCTION LIMIT LINE

LABELS.

G O

L D

O U

B E

L L

E V

NICHOLAUS AVENUE

CORNELIUS AVE

LAUREL AVE

CONTROL LISTING

POINT #

ELEV

35.20

35.40

39.38

61.72

56.42

57.35

59.55

60.23

60.68

61.25

64.31

64.75

64.14

NORTHING

2077733.350

2108831.660

2092898.530

2092674.080

2091967.673

2093985.470

2094169.007

2094703.227

2096704.386

2099145.121

2099745.025

2100500.570

2100767.243

EASTING

6691927.580

6665521.390

6678265.480

6678538.754

6677721.926

6679332.983

6679418.833

6679750.404

6680065.059

6679745.905

6679304.972

6678653.447

6678230.818

DESCRIPTION

HPGN D CA 03 EH (NOT SHOWN)

NGS_DH6495-SAWTELLE (NOT SHOWN)

MHM REBAR

PSOMAS CONTROL

MHM 60D

PGE CONTROL POINT

FOUND CONTROL CAP

MHM 60D

FOUND CONTROL CAP

SET 60D

FOUND CONTROL POINT

FOUND WR CONTROL POINT

DETAIL INDICATOR

SECTION SYMBOL

NORTH

PLAN

DRAWING AREA TITLE

SCALE: 1/2" = 1'-0"

0 2' 4'1'

USE "ONE SCALE BAR FOR ENTIRE

SHEET (IF THE ENTIRE SHEET IS THE

SAME SCALE), OR 1 PER DETAIL."

PLACE IN LOWER

RIGHT CORNER AND

OR ON EACH DETAIL

X-5##

X-3##

SAMPLE TEXT

MATCH LINE

XX/X-XXX

X-5##

MATCH LINE

X-XXX

USE 1 OF THESE

OPTIONS

0.87"

SAMPLE

TEXT

SHEET KEYNOTES

1. NOTE 1

2. NOTE 2

3. NOTE 3

1. NOTE 1

2. NOTE 2

3. NOTE 3

GENERAL SHEET NOTES

1. NOTE 1

2. NOTE 2

3. NOTE 3

LEGEND

1. THESE ARE GENERAL NOTES:

2. THEY ARE LOCATED NEAR THE BEGINNING OF A SET OF DRAWINGS ON A

G-00# SHEET.

3. GENERAL NOTES START IN THE UPPER LEFT CORNER AND CONTINUE DOWN

AND TO THE RIGHT AS NEEDED.

4. GENERAL NOTES APPLY TO ALL SHEETS IN THE SET.

GENERAL NOTES

1. THESE ARE GENERAL (DISCIPLINE) NOTES:

2. THEY ARE LOCATED AT THE BEGINNING OF THE (DISCIPLINE) DRAWINGS ON

A X-00# SHEET.

3. GENERAL (DISCIPLINE) NOTES APPLY TO ALL (DISCIPLINE) SHEETS IN THE

SET.

GENERAL (DISCIPLINE) NOTES

1. THESE ARE GENERAL (DISCIPLINE) NOTES:

2. THEY ARE LOCATED AT THE BEGINNING OF THE (DISCIPLINE) DRAWINGS.

3. THESE GENERAL (DISCIPLINE) NOTES APPLY TO SPECIFIC SHEETS IN THE

SET.

GENERAL (DISCIPLINE) NOTES: SHEETS X-102 THRU X-109

LOCATE IN UPPER RIGHT

CORNER OF SHEET

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US Army Corps of Engineers

Last saved by: ADAM.FORD(2019-07-16) Last Plotted: 2019-07-17

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\0521-41_FEATHER RIVER\20-SHEETS\0521-41-V-101.DWG

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NORTH

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PROJECT SURVEY CONTROL

SCALE: 1" = 500'

1000'0 500'

1. SURVEY CONTROL DATA SHOWN HEREON PROVIDED

BY MHM, INC.

2. HORIZONTAL CONTROL STATEMENT: COORDINATE

VALUES AND BEARINGS SHOWN FOR THIS SURVEY ARE

REFERENCED TO THE NORTH AMERICAN DATUM OF

1983 (NAD83) AND ORIGINATE FROM FOUND

MONUMENTS DH6495 "SAWTELLE" AND JS54847 "HPGN

D CA 03 EH" ESTABLISHED BY THE NATIONAL GEODETIC

SURVEY AND ADJUSTED IN JUNE 2012. THE DATUM

REFERENCE FOR THIS SURVEY IS BASED UPON THE

CALIFORNIA COORDINATE SYSTEM, ZONE 2 (NAD83)

2011 EPOCH. ALL MEASURMENTS ARE GRID VALUES IN

U.S. SURVEY FEET. TO OBTAIN GROUND VALUES DIVIDE

DISTANCES BY THE MEAN COMBINATION FACTOR

0.99991733.

3. VERTICAL CONTROL STATEMENT: ELEVATION VALUES

FOR THIS SURVEY ARE REFERENCED TO THE NORTH

AMERICAN VERTICAL DATUM OF 1988 (NAVD88) AND

ORIGINATE FROM FOUND AND MEASURED MONUMENTS

DH6495 "SAWTELLE" ASSIGNED THE ELEVATION 35.40

FEET, NAVD88 AND JS54847 "HPGN D CA 03 EH"

ASSIGNED THE ELEVATION 35.20 FEET NAVD88.

4. CONTRACTOR SHALL PRESERVE AND PROTECT ALL

CONTROL POINTS AND EXISTING MONUMENTS NOT

IDENTIFIED FOR REMOVAL. MONUMENTS AND SURVEY

MARKERS DESTROYED DURING CONSTRUCTION SHALL

BE REPLACED BY A LICENSED SURVEY AT THE

CONTRACTORS EXPENSE.

GENERAL SHEET NOTES

LEGEND

- SURVEY CONTROL POINT

AutoCAD SHX Text

2331+00

2332+00

2333+00

2334+00

2335+00 2336+00

2337+00 2338+00

2339+00 2340+00

CONTROL LINE

CONSTRUCTION LIMITS

(E) CUTOFF WALL

-3.00:1

LIMITS OF CLEARING, GRUBBING, AND STRIPPING

LIMITS OF EXCAVATION, SEE NOTE 2

(E) CONTROL POINT

REMOVE AND WASTE

2326+00

2327+00

CONSTRUCTION LIMITS

LIMITS OF CLEARING, GRUBBING, AND STRIPPING

LIMITS OF EXCAVATION, SEE NOTE 2

CONTROL LINE

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C-101

FEATHER RIVER

FLOW

EXCAVATION PLAN 2340+00 TO 2331+00

SCALE: 1" = 40'

DETAIL INDICATOR

SECTION SYMBOL

NORTH

PLAN

DRAWING AREA TITLE

SCALE: 1/2" = 1'-0"

0 2' 4'1'

USE "ONE SCALE BAR FOR ENTIRE

SHEET (IF THE ENTIRE SHEET IS THE

SAME SCALE), OR 1 PER DETAIL."

PLACE IN LOWER

RIGHT CORNER AND

OR ON EACH DETAIL

X-5##

X-3##

SAMPLE TEXT

MATCH LINE

XX/X-XXX

X-5##

MATCH LINE

X-XXX

USE 1 OF THESE

OPTIONS

0.87"

SAMPLE

TEXT

SHEET KEYNOTES

1. NOTE 1

2. NOTE 2

3. NOTE 3

1. NOTE 1

2. NOTE 2

3. NOTE 3

GENERAL SHEET NOTES

1. NOTE 1

2. NOTE 2

3. NOTE 3

LEGEND

1. THESE ARE GENERAL NOTES:

2. THEY ARE LOCATED NEAR THE BEGINNING OF A SET OF DRAWINGS ON A

G-00# SHEET.

3. GENERAL NOTES START IN THE UPPER LEFT CORNER AND CONTINUE DOWN

AND TO THE RIGHT AS NEEDED.

4. GENERAL NOTES APPLY TO ALL SHEETS IN THE SET.

GENERAL NOTES

1. THESE ARE GENERAL (DISCIPLINE) NOTES:

2. THEY ARE LOCATED AT THE BEGINNING OF THE (DISCIPLINE) DRAWINGS ON

A X-00# SHEET.

3. GENERAL (DISCIPLINE) NOTES APPLY TO ALL (DISCIPLINE) SHEETS IN THE

SET.

GENERAL (DISCIPLINE) NOTES

1. THESE ARE GENERAL (DISCIPLINE) NOTES:

2. THEY ARE LOCATED AT THE BEGINNING OF THE (DISCIPLINE) DRAWINGS.

3. THESE GENERAL (DISCIPLINE) NOTES APPLY TO SPECIFIC SHEETS IN THE

SET.

GENERAL (DISCIPLINE) NOTES: SHEETS X-102 THRU X-109

LOCATE IN UPPER RIGHT

CORNER OF SHEET

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US Army Corps of Engineers

Last saved by: ADAM.FORD(2019-07-16) Last Plotted: 2019-07-17

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\0521-41_FEATHER RIVER\20-SHEETS\0521-41-C-101.DWG

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EXCAVATION PLAN 2331+00 TO 2322+00

SCALE: 1" = 40'

80'0 40'

M A

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FEATHER RIVER

FLOW

1. FEATHER RIVER CHANNEL IS SET BACK FROM LEVEE.

FLOW DIRECTION PROVIDED FOR REFERENCE ONLY.

2. SEE C-111 THROUGH C-120 FOR DEGRADE ELEVATION.

3. SEE TYPICAL SECTIONS ON C-301.

4. CONTRACTOR SHALL PROVIDE HIGH VISIBILITY

TEMPORARY SECURITY FENCING AT THE

CONSTRUCTION LIMIT LINE.

5. CONTRACTOR SHALL PROTECT ALL TREES NOT

IDENTIFIED TO BE REMOVED. NO TRIMMING OR CUTTING

OF TREES SHALL BE PERMITTED.

2313+00

2314+00

2315+002316+00 2317+002318+00

2319+00

2320+00

2321+00

2322+00

LIMITS OF EXCAVATION, SEE NOTE 2

CONTROL LINE

LIMITS OF CLEARING, GRUBBING, AND STRIPPING

CONSTRUCTION LIMITS

2304+00

2305+00

2306+00

2307+00

2308+00

2309+00

2310+00

2311+00

2312+00

2313+00

LIMITS OF EXCAVATION, SEE NOTE 2

CONTROL LINE

LIMITS OF CLEARING, GRUBBING, AND STRIPPING

CONSTRUCTION LIMITS

(E) CONTROL POINT

REMOVE AND WASTE

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EXCAVATION PLAN 2322+00 2313+00

SCALE: 1" = 40'

DETAIL INDICATOR

SECTION SYMBOL

NORTH

PLAN

DRAWING AREA TITLE

SCALE: 1/2" = 1'-0"

0 2' 4'1'

USE "ONE SCALE BAR FOR ENTIRE

SHEET (IF THE ENTIRE SHEET IS THE

SAME SCALE), OR 1 PER DETAIL."

PLACE IN LOWER

RIGHT CORNER AND

OR ON EACH DETAIL

X-5##

X-3##

SAMPLE TEXT

MATCH LINE

XX/X-XXX

X-5##

MATCH LINE

X-XXX

USE 1 OF THESE

OPTIONS

0.87"

SAMPLE

TEXT

SHEET KEYNOTES

1. NOTE 1

2. NOTE 2

3. NOTE 3

1. NOTE 1

2. NOTE 2

3. NOTE 3

GENERAL SHEET NOTES

1. NOTE 1

2. NOTE 2

3. NOTE 3

LEGEND

1. THESE ARE GENERAL NOTES:

2. THEY ARE LOCATED NEAR THE BEGINNING OF A SET OF DRAWINGS ON A

G-00# SHEET.

3. GENERAL NOTES START IN THE UPPER LEFT CORNER AND CONTINUE DOWN

AND TO THE RIGHT AS NEEDED.

4. GENERAL NOTES APPLY TO ALL SHEETS IN THE SET.

GENERAL NOTES

1. THESE ARE GENERAL (DISCIPLINE) NOTES:

2. THEY ARE LOCATED AT THE BEGINNING OF THE (DISCIPLINE) DRAWINGS ON

A X-00# SHEET.

3. GENERAL (DISCIPLINE) NOTES APPLY TO ALL (DISCIPLINE) SHEETS IN THE

SET.

GENERAL (DISCIPLINE) NOTES

1. THESE ARE GENERAL (DISCIPLINE) NOTES:

2. THEY ARE LOCATED AT THE BEGINNING OF THE (DISCIPLINE) DRAWINGS.

3. THESE GENERAL (DISCIPLINE) NOTES APPLY TO SPECIFIC SHEETS IN THE

SET.

GENERAL (DISCIPLINE) NOTES: SHEETS X-102 THRU X-109

LOCATE IN UPPER RIGHT

CORNER OF SHEET

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US Army Corps of Engineers

Last saved by: ADAM.FORD(2019-07-16) Last Plotted: 2019-07-17

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\0521-41_FEATHER RIVER\20-SHEETS\0521-41-C-102.DWG

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FLOW

EXCAVATION PLAN 2313+00 TO 2304+00

SCALE: 1" = 40'

80'0 40'

M A

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FEATHER RIVER

FLOW

GENERAL NOTES

1. FEATHER RIVER CHANNEL IS SET BACK FROM LEVEE.

FLOW DIRECTION PROVIDED FOR REFERENCE ONLY.

2. SEE C-111 THROUGH C-120 FOR DEGRADE ELEVATION.

3. SEE TYPICAL SECTIONS ON C-301.

4. CONTRACTOR SHALL PROVIDE HIGH VISIBILITY

TEMPORARY SECURITY FENCING AT THE

CONSTRUCTION LIMIT LINE.

5. CONTRACTOR SHALL PROTECT ALL TREES NOT

IDENTIFIED TO BE REMOVED. NO TRIMMING OR CUTTING

OF TREES SHALL BE PERMITTED.

2297+00

2298+00 2299+00

2300+00

2301+00

2302+00

2303+00

2304+00

LIMITS OF EXCAVATION, SEE NOTE 2

CONTROL LINE

LIMITS OF CLEARING, GRUBBING, AND STRIPPING

CONSTRUCTION LIMITS

2287+00

2291+00

(E) RAMP,

SEE NOTE 6

LIMITS OF EXCAVATION, SEE NOTE 2

CONTROL LINE

LIMITS OF CLEARING, GRUBBING, AND STRIPPING

CONSTRUCTION LIMITS

(E) RAMP,

SEE NOTE 6

(E) CONTROL POINT

REMOVE AND WASTE

U G

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C-103

DETAIL INDICATOR

SECTION SYMBOL

NORTH

PLAN

DRAWING AREA TITLE

SCALE: 1/2" = 1'-0"

0 2' 4'1'

USE "ONE SCALE BAR FOR ENTIRE

SHEET (IF THE ENTIRE SHEET IS THE

SAME SCALE), OR 1 PER DETAIL."

PLACE IN LOWER

RIGHT CORNER AND

OR ON EACH DETAIL

X-5##

X-3##

SAMPLE TEXT

MATCH LINE

XX/X-XXX

X-5##

MATCH LINE

X-XXX

USE 1 OF THESE

OPTIONS

0.87"

SAMPLE

TEXT

SHEET KEYNOTES

1. NOTE 1

2. NOTE 2

3. NOTE 3

1. NOTE 1

2. NOTE 2

3. NOTE 3

GENERAL SHEET NOTES

1. NOTE 1

2. NOTE 2

3. NOTE 3

LEGEND

1. THESE ARE GENERAL NOTES:

2. THEY ARE LOCATED NEAR THE BEGINNING OF A SET OF DRAWINGS ON A

G-00# SHEET.

3. GENERAL NOTES START IN THE UPPER LEFT CORNER AND CONTINUE DOWN

AND TO THE RIGHT AS NEEDED.

4. GENERAL NOTES APPLY TO ALL SHEETS IN THE SET.

GENERAL NOTES

1. THESE ARE GENERAL (DISCIPLINE) NOTES:

2. THEY ARE LOCATED AT THE BEGINNING OF THE (DISCIPLINE) DRAWINGS ON

A X-00# SHEET.

3. GENERAL (DISCIPLINE) NOTES APPLY TO ALL (DISCIPLINE) SHEETS IN THE

SET.

GENERAL (DISCIPLINE) NOTES

1. THESE ARE GENERAL (DISCIPLINE) NOTES:

2. THEY ARE LOCATED AT THE BEGINNING OF THE (DISCIPLINE) DRAWINGS.

3. THESE GENERAL (DISCIPLINE) NOTES APPLY TO SPECIFIC SHEETS IN THE

SET.

GENERAL (DISCIPLINE) NOTES: SHEETS X-102 THRU X-109

LOCATE IN UPPER RIGHT

CORNER OF SHEET

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US Army Corps of Engineers

Last saved by: ADAM.FORD(2019-07-16) Last Plotted: 2019-07-17

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\0521-41_FEATHER RIVER\20-SHEETS\0521-41-C-103.DWG

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80'0 40'

EXCAVATION PLAN 2304+00 TO 2295+00

SCALE: 1" = 40'

EXCAVATION PLAN 2295+00 TO 2286+00

SCALE: 1" = 40'

FEATHER RIVER

FLOW

M A

T C

L I N

GENERAL NOTES

FEATHER RIVER

FLOW

1. FEATHER RIVER CHANNEL IS SET BACK FROM LEVEE.

FLOW DIRECTION PROVIDED FOR REFERENCE ONLY.

2. SEE C-111 THROUGH C-120 FOR DEGRADE ELEVATION.

3. SEE TYPICAL SECTIONS ON C-301.

4. CONTRACTOR SHALL PROVIDE HIGH VISIBILITY

TEMPORARY SECURITY FENCING AT THE

CONSTRUCTION LIMIT LINE.

5. CONTRACTOR SHALL PROTECT ALL TREES NOT

IDENTIFIED TO BE REMOVED. NO TRIMMING OR CUTTING

OF TREES SHALL BE PERMITTED.

6. EXISTING RAMPS SHALL BE CONSTRUCTED TO CURRENT

GRADES AFTER CUTOFF WALL CONSTRUCTION IS

COMPLETE.

(E) CONTROL POINT

REMOVE AND REPLACE

2277+00

2278+00

2279+00

2280+00

2281+00

2282+00

2283+00 2284+00

2285+00

2286+00

(E) RAMP,

SEE NOTE 5

(E) HEADWALL

REMOVE AND WASTE

(E) UTILITY TOWER AND GUY ANCHORS

SEE NOTE 8

(E) DITCH

PROTECT IN PLACE

(E) 24" RCBC

REMOVE AND WASTE

(E) GATE,

PROTECT IN PLACE

(E) 10" PIPE

PROTECT IN PLACE

(E) IRRIGATION WELL

PROTECT IN PLACE

(E) POWER POLE

(E) ELECTRICAL JUNCTION BOX

LIMITS OF EXCAVATION, SEE NOTE 2

CONTROL LINE

LIMITS OF CLEARING, GRUBBING, AND STRIPPING

CONSTRUCTION LIMITS

(E) TREE,

SEE NOTE 4

(E) RAMP,

SEE NOTE 5

STAGING AREA

(E) PIPE

PROTECT IN PLACE

(E) CONCRETE BOX

PROTECT IN PLACE

(E) GUY ANCHOR

SEE NOTE 8

(E) ROCK

REMOVE AND WASTE

(E) CONTROL POINT

REMOVE AND WASTE

2268+00

2269+00

2270+00

2271+00

2272+00

2273+00

2274+00

2275+00

2276+00

2277+00

LIMITS OF EXCAVATION, SEE NOTE 2

CONTROL LINE

LIMITS OF CLEARING, GRUBBING, AND STRIPPING

SEE NOTE 5

(E) RAMP,

SEE NOTE 5

STAGING AREA

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US Army Corps of Engineers

Last saved by: ADAM.FORD(2019-07-16) Last Plotted: 2019-07-17

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\0521-41_FEATHER RIVER\20-SHEETS\0521-41-C-104.DWG

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FLOW

80'0 40'

M A

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B E

L O

L E

F T

EXCAVATION PLAN 2286+00 TO 2277+00

SCALE: 1" = 40'

FEATHER RIVER

FLOW

EXCAVATION PLAN 2277+00 TO 2268+00

SCALE: 1" = 40'

M A

T C

L I N

A B

O V

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H T

M A

T C

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1. FEATHER RIVER CHANNEL IS SET BACK FROM LEVEE.

FLOW DIRECTION PROVIDED FOR REFERENCE ONLY.

2. SEE C-111 THROUGH C-120 FOR DEGRADE ELEVATION.

3. SEE TYPICAL SECTIONS ON C-301.

4. REMOVE TREE AS SHOWN ON SHEET C-501.

5. EXISTING RAMPS SHALL BE CONSTRUCTED TO CURRENT

GRADES AFTER CUTOFF WALL CONSTRUCTION IS

COMPLETE.

6. CONSTRUCTION LIMITS EXTEND AROUND STAGING AREA

AND WATERSIDE PUMP STATION AS SHOWN ON G-007.

7. CONTRACTOR SHALL PROTECT ALL TREES NOT

IDENTIFIED TO BE REMOVED. NO TRIMMING OR CUTTING

OF TREES SHALL BE PERMITTED.

8. UTILITY TOWER GUY ANCHORS TO BE TEMPORARILY

RELOCATED BY OTHERS. EXISTING OVERHEAD WILL BE

DE-ENERGIZED AND A TEMPORARY BYPASS PROVIDED

BY OTHERS. CONTRACTOR SHALL COORDINATE

ACTIVITIES WITH CONTRACTING OFFICER.

GENERAL NOTES

C-501

2263+00 2264+00

2265+00

S A

C R

A M

E N

(E) WELL, PROTECT IN PLACE,

SEE NOTE 9

(E) POWER POLE, PROTECT IN PLACE

(E) ELECTRICAL BOX, PROTECT IN PLACE

LIMITS OF EXCAVATION, SEE NOTE 2

CONTROL LINE

LIMITS OF CLEARING, GRUBBING, AND STRIPPING

CONSTRUCTION LIMITS

(E) 8" DIA TREE

SEE NOTE 5

(E) POWER POLE

(E) RAMP

SEE NOTE 5

(E) RAMP

SEE NOTE 5

STAGING AREA

(E) CONC ABUTMENT

REMOVE AND WASTE

(E) CONTROL POINT

REMOVE AND WASTE

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(E) 18" CMP

(E) IRRIGATION WELL

(E) ELECTRICAL JUNCTION BOX

(E) POWER POLE

(E) GUY WIRE

(E) POWER POLE

(E) CONC

ABUTMENT

(E) ROCK SLOPE

PROTECTION

(E) DITCH

LIMITS OF EXCAVATION, SEE NOTE 2

CONTROL LINE

LIMITS OF CLEARING, GRUBBING, AND STRIPPING

CONSTRUCTION LIMITS

(E) RAMP

SEE NOTE 5

(E) COMMUNICATION LINE,

SEE NOTE 8

-3.00:1

(E) ROCK SLOPE PROTECTION,

REMOVE AND REPLACE

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US Army Corps of Engineers

Last saved by: ADAM.FORD(2019-07-16) Last Plotted: 2019-07-17

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\0521-41_FEATHER RIVER\20-SHEETS\0521-41-C-105.DWG

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FEATHER RIVER

FLOW

EXCAVATION PLAN 2268+00 TO 2259+00

SCALE: 1" = 40'

FEATHER RIVER

FLOW

EXCAVATION PLAN 2259+00 TO 2255+00

SCALE: 1" = 40'

80'0 40'

M A

T C

I N

A B

O V

I G

H T

1. FEATHER RIVER CHANNEL IS SET BACK FROM LEVEE.

FLOW DIRECTION PROVIDED FOR REFERENCE ONLY.

2. SEE C-111 THROUGH C-120 FOR DEGRADE ELEVATION.

3. SEE TYPICAL SECTIONS ON C-301.

4. REMOVE TREE AS SHOWN ON SHEET C-501.

5. EXISTING RAMPS SHALL BE CONSTRUCTED TO CURRENT

GRADES A CUTOFF WALL CONSTRUCTION IS COMPLETE.

6. CONSTRUCTION LIMITS EXTEND AROUND STAGING AREA

AS SHOWN ON G-007.

7. CONTRACTOR SHALL PROTECT ALL TREES NOT

IDENTIFIED TO BE REMOVED. NO TRIMMING OR CUTTING

OF TREES SHALL BE PERMITTED.

8. LOCATION OF COMMUNICATION LINE IS APPROXIMATE.

CONTRACTOR SHALL CONFIRM LOCATION PRIOR TO

EXCAVATION OF EXISTING LEVEE.

9. CONTRACTOR SHALL MAINTAIN ACCESS TO EXISTING

WELL AT ALL TIMES DURING CONSTRUCTION.

-20

-10

-20

-10

2331+002332+002333+002334+002335+002336+002337+002338+002339+002340+002340+50

EL. -10.00 BOTTOM OF CUTOFF WALL

BEGIN CUTOFF WALL

STA 2337+43

END (E) CUTOFF WALL

STA 2337+18

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TOP OF LEVEE

CUTOFF WALL WORKING SURFACE

LANDSIDE TOE OF

LEVEE (PROJECTED)

MATCH (E) GRADE

(E) GRADE

STA. 2331+00

EL. 54.61

(E) CUTOFF WALL

SEE NOTE 4

2331+00

2332+00

2333+00

2334+00

2335+00 2336+00

2337+00 2338+00

2339+00 2340+00

2341+002341+00

CONTROL LINE

(E) CUTOFF WALL

LIMITS OF DEGRADE

BEGIN CUTOFF WALL

STA 2337+43

CONSTRUCTION LIMITS

N: 2099481.16

E: 6679486.84

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SCALE: 1" = 40'

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Last saved by: TONY.QUINTRALL(2019-07-17) Last Plotted: 2019-07-17

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\0521-41_FEATHER RIVER\20-SHEETS\0521-41-C-111.DWG

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GRADING PLAN 2340+00 TO 2331+00

SCALE: 1" = 40'

M A

T C

L I N

1. CUTOFF WALL CENTERLINE SHALL BE COINCIDENT WITH

CONTROL LINE.

2. SEE C-201 TO C-210 FOR CUTOFF WALL PROFILE.

3. SEE C-301 FOR TYPICAL SECTIONS.

4. OVERLAP BETWEEN CUTOFF WALL AND EXISTING

CUTOFF WALL SHALL BE IN ACCORDANCE WITH

SPECIFICATION 31 56 14 PARAGRAPH 3.4.6 AND DETAIL F6

ON C-501.

GENERAL NOTES

80'0 40'

SCALE: 1" = 8' VERTICAL

16'0 8'

80'0 40'

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2322+002323+002324+002325+002326+002327+002328+002329+002330+002331+00

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CUTOFF WALL WORKING SURFACE

LANDSIDE TOE OF

LEVEE (PROJECTED)

STA. 2331+00

EL. 54.63

STA. 2322+00

EL. 54.20

2326+00

2327+00

CONTROL LINE

LIMITS OF DEGRADE

CONSTRUCTION LIMITS

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GRADING PLAN 2331+00 TO 2322+00

SCALE: 1" = 40'

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US Army Corps of Engineers

Last saved by: TONY.QUINTRALL(2019-07-17) Last Plotted: 2019-07-17

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\0521-41_FEATHER RIVER\20-SHEETS\0521-41-C-112.DWG

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LONGITUDINAL PROFILE 2331+00 TO 2322+00

SCALE: 1" = 40'

1. CUTOFF WALL CENTERLINE SHALL BE COINCIDENT WITH

CONTROL LINE.

2. SEE C-201 TO C-210 FOR CUTOFF WALL PROFILE.

3. SEE C-301 FOR TYPICAL SECTIONS.

GENERAL NOTES

FEATHER RIVER

FLOW

80'0 40'

SCALE: 1" = 8' VERTICAL

2313+00

2314+00

2315+002316+002317+002318+00

2319+00

2320+00

2321+00

2322+00

CONTROL LINE

LIMITS OF DEGRADE

CONSTRUCTION LIMITS

-20

-10

-20

-10

2313+002314+002315+002316+002317+002318+002319+002320+002321+002322+00

BOTTOM OF CUTOFF WALL

TOP OF LEVEE

CUTOFF WALL WORKING SURFACE

LANDSIDE TOE OF

LEVEE (PROJECTED)

E L E

V A

T I O

E L E

V A

T I O

STA. 2322+00

EL. 54.20

STA. 2313+00

EL. 53.76

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A L L

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C-113

N O

R T

P L A

FEATHER RIVER

FLOW

GRADING PLAN 2322+00 TO 2313+00

SCALE: 1" = 40'

DETAIL INDICATOR

SECTION SYMBOL

NORTH

PLAN

DRAWING AREA TITLE

SCALE: 1/2" = 1'-0"

0 2' 4'1'

USE "ONE SCALE BAR FOR ENTIRE

SHEET…

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