Plans_Am1.pdf

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SHEET NO. TITLE FILE NAMEFILE NO.

GENERAL

LEGEND SYMBOLS AND ABBREVIATIONS

VERTICAL AND HORIZONTAL CONTROL DATUM

T-02

T-03

T-04

T-05

SHEET NO. TITLE FILE NAMEFILE NO.

SHEET NO. TITLE FILE NAMEFILE NO.

SHEET NO. TITLE FILE NAMEFILE NO.

CIVIL

GEOTECHNICAL

STRUCTURAL

INDEX TO CONTRACT DRAWINGS

INDEX TO CONTRACT DRAWINGS

CROSS-SECTIONS STA 346+20 TO STA 356+00

CROSS-SECTIONS STA 358+00 TO STA 370+00

PROJECT NOTEST-06

PROJECT HORIZONTAL CONTROL POINTS

TYPICAL SECTIONS

188/431S-01

TITLE FILE NAMEFILE NO.

GENERAL STRUCTURAL NOTES

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LOG OF BORING DYB11-1 PAGE 1 AND 2 OF 3

LOG OF BORING DYB11-2 PAGE 1 AND 2 OF 3

LOG OF BORING DYB11-2 PAGE 3 OF 3

LOG OF BORING DYB11-3 PAGE 1 AND 2 OF 3

LOG OF BORING DYB11-3 PAGE 3 OF 3

LOG OF BORING DYB11-4 PAGE 1 AND 2 OF 3

LOG OF BORING DYB11-4 PAGE 3 OF 3

LOG OF BORING DYB11-5 PAGE 1 AND 2 OF 3

LOG OF BORING DYB11-5 PAGE 3 OF 3

SOIL CEMENT - PLAN AND PROFILE STA 356+20.00 TO STA 364+00.00

SOIL CEMENT - PLAN AND PROFILE STA 364+00.00 TO STA 373+00.00

SOIL CEMENT - PLAN AND PROFILE STA 373+00.00 TO STA 380+00.00

C-04

C-05

C-06

C-07

COMBI-WALL - PLAN AND PROFILE STA 351+00 TO STA 356+40

COMBI-WALL - PLAN AND PROFILE STA 346+20 TO STA 351+00

C-08

C-09

C-10

C-11

C-12

C-13

C-14

C-15

S-02 SHEET PILE WALL DETAILS

SHEET NO. TITLE FILE NAMEFILE NO.

MISCELLANEOUS

ACCESS POINTS AND STAGING AREA/BATCH PLANT LOCATIONS

PROJECT LOCATION AND VICINITY MAPS

CROSS-SECTIONS STA 372+00TO STA 382+60

188/441M-01

BORING LOCATIONS AND GEOLOGIC MAP STA. 346+20 TO 351+00

BORING LOCATIONS AND GEOLOGIC MAP STA. 351+00 TO 357+00

BORING LOCATIONS AND GEOLOGIC MAP STA. 356+00 TO STA. 364+00

BORING LOCATIONS AND GEOLOGIC MAP STA. 364+00 TO STA. 373+00

BORING LOCATIONS AND GEOLOGIC MAP STA. 376+00 TO STA. 383+80

GEOLOGIC CROSS-SECTIONS STA. 355+00, STA. 358+00 AND STA. 380+00

LOG OF BORING DYB11-1 PAGE 3 OF 3 AND DYB11-1A

LOG OF BORING DYB09-01

LOG OF BORING DYB09-02

LOG OF BORING DYB09-03

SOIL CLASSIFICATION SYSTEM-ASTM D2487 FOR BORINGS

DYB11-01 THROUGH DYB11-05 AND DYB09-01 THROUGH DYB09-03

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SMLBCS001NX.DGN

SMLBCS302DT.DGN

SMLBCG001VM.DGN

SMLBCB601PP.DGN

SMLBCB602PP.DGN

SMLBCB603PP.DGN

SMLBCB604PP.DGN

SMLBCB605PP.DGN

SMLBCB606XS.DGN

SMLBCB607BH.DGN

SMLBCB608BH.DGN

SMLBCB609BH.DGN

SMLBCB610BH.DGN

SMLBCB611BH.DGN

SMLBCB612BH.DGN

SMLBCB613BH.DGN

SMLBCB614BH.DGN

SMLBCB615BH.DGN

SMLBCB616BH.DGN

SMLBCB617BH.DGN

SMLBCB618BH.DGN

SMLBCB619BH.DGN

SMLBCB620BH.DGN

SMLBCC101PP.DGN

SMLBCC102PP.DGN

SMLBCC103PP.DGN

SMLBCC104PP.DGN

SMLBCC105PP.DGN

SMLBCC106PP.DGN

SMLBCC107PP.DGN

SMLBCC108PP.DGN

SMLBCC111XS.DGN

SMLBCC112XS.DGN

SMLBCC113XS.DGN

SMLBCC114XT.DGN

SMLBCC115SR.DGN

SMLBCC116AR.DGN

SMLBCC117CC.DGN

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SMLBCG003LS.DGN

SMLBCG004CD.DGN

SMLBCG005HC.DGN

SMLBCG006GN.DGN

C-16 188/426

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SOIL CEMENT RAMPS

ACCESS ROAD AT STA 367+00 - PLAN AND PROFILE

CULVERT AT STA. 364+80 PLAN AND PROFILEC-17

C-18

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SMLBCC109PP.DGN

SMLBCC110PP.DGN

FINAL GRADING - PLAN AND PROFILE STA 346+20 TO STA 351+00

FINAL GRADING - PLAN AND PROFILE STA 351+00 TO STA 356+40

FINAL GRADING - PLAN AND PROFILE STA 356+20.00 TO STA 364+00.00

FINAL GRADING - PLAN AND PROFILE STA 364+00.00 TO STA 373+00.00

FINAL GRADING - PLAN AND PROFILE STA 373+00.00 TO STA 380+00.00

SMLBCX501DT.DGN

188/442M-02 SMLBCX502CF.DGNPOST AND CABLE FENCE DETAILS

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SIGNAGE, HYDRO-SEEDING AND MISC

AS SHOWN

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SOIL CEMENT

NOT TO SCALE

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364+00355+00

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SCALE: 1’’= 50’

PLAN

PROFILE

0 10 10 20FT

VERT. SCALE: 1’’= 10’

0 50 50 100FT

HORIZ. SCALE: 1’’= 50’

CONSTRUCTION NOTES:

REFERENCE NOTES:

1.

FLOW

N

N ,1

,5

N ,1

,0

E 5,855,500

CREST OF LEVEE.

REMOVE TOP 6 INCHES OF MATERIAL FROM

4 5

E L

.5

B E

G

IN

S

O

IL

C

E M

E N

T

S T

A

.0

E L

.6

E N

D C

O M

B I-

W A

L L

S T

A

.0

EL 278.98

G R

A D

E B

R E

A K

S T

A

.0

G R

A D

E B

R E

A K

S T

A

.0

ROWPROJECT CL

FLOW LINE

TEMP CHANNEL

TOE OF SC

TOP OF SC

8 FT

12 FT–

LEVEE

EXISTING

STATION ELEVATION

355+70

359+05

294.00

294.13

295.15

OFFSET (FT)ID

364+00 296.714

355+32

RIVERBED

TOE AT

RIVERBED

TOE AT

TOE OF SC

TOP OF SC

LIMIT FOR SC

EXCAVATION

APPROX

E L E

V A

T

IO

N F

E E

T

E L E

V A

T

IO

N F

E E

T

SEE SHEET T-05 FOR PROJECT AND ROW CONTROL POINTS AND CURVE DATA.

C-01 AND C-02)

(SEE SHEETS

COMBI-WALL

PROPOSED

STA. TOP OF LEVEE

356+20

357+40

361+30 311.57

310.93

310.72310.90

311.00

311.60

TO CONSTRUCTION, PER SHEETS C-03 THROUGH C-05.

RELOCATE EXISTING LOW FLOW CHANNEL PRIOR(OFFSET FROM PROJECT CONTROL LINE)

FLOW LINE - TEMPORARY LOW FLOW

1.

NOTES:

LINE. SEE C-12 FOR DETAILS.

SHOWN ON PROFILE ARE PROJECTED ONTO THE CONTROL

TOP OF SC, TOE OF RIVERBED AND TOE OF SC LINEWORK

SEE SHEET C-14 FOR DETAILS.

TOP AND BOTTOM SOIL CEMENT ELEVATIONS.

EXISTING STONE PROTECTION. SEE PROFILE FOR

CONSTRUCT SOIL CEMENT LAYER OVER

SEE SHEET C-14 FOR DETAILS.

BASED ON ELEVATIONS GIVEN ON PROFILE.

BUILD CREST OF LEVEE WITH COMPACTED FILL

AS SHOWN

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CHANNEL

TEMP LOW FLOW

LIMIT FOR

EXCAVATION

APPROX

CHANNEL

LOW FLOW

EXISTING

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C H L

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E S

E E C -0

10%

15 FT

100-YR WSE

WSE

SPF

SPF WSE

TOP OF LEVEE AND

ELEVATIONS:

NOT BUILD THE ACCESS RAMP AS AN OVERLAY. SEE SHEET C-15.

REVETMENT IS CONSTRUCTED. THE CONTRACTOR SHALL

CEMENT RAMP AT THE SAME TIME AS TYPICAL

REMOVE EXISTING FILL ACCESS RAMP. CONSTRUCT SOIL

C-01 AND C-02)

(SEE SHEETS

COMBI-WALL

S T

A

S T

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S T

A

SEE SHEET C-01 AND C-02 FOR DETAILS.

DRIVE STEEL COMBI-WALL ALONG TOP OF LEVEE.

LINE. SEE C-12 FOR DETAILS.

SHOWN ON PROFILE ARE PROJECTED ONTO THE CONTROL

TOP OF SC, TOE OF RIVERBED AND TOE OF SC LINEWORK 2.

AN 8H:1V. SEE SPECIFICATIONS FOR STONE GRADATION.

WIDTH (MATCHING SOIL CEMENT SURFACE) AT

(MATCHING EXISTING RIPRAP SURFACE) TO 8-FT

SOIL CEMENT. FLARE TRANSITION FROM 0-FT WIDTH

TRANSITION FROM EXISTING RIPRAP PROTECTION TO

TRANSITION HEREON

DOWNSTREAM

SEE DETAIL

DETAIL DOWNSTREAM TRANSITION

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SEE SHEET M-01 FOR DETAILS.

INSTALL PIPE GATE AT STA 358+40.

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PIPE GATE

REMOVE EXISTING

SAFETY PAYS

VALUE ENGINEERING PAYS

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355+00 356+00 357+00 358+00 359+00 360+00 361+00 362+00 363+00 364+00

EL 280.04

EG ALONG CL

S=0.0015

EL 311.60

EL 279.60

TOE OF SC

TOP OF SC

S=0.0016S=0.0014

S=0.0026S=0.0037

S=0.0007

EL 311.00

EL 279.07

EL 312.31

TOE AT RIVERBED

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.7 H :1

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:1V

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9’-0" 9’-0"

C

VARIES SEE PLANSVARIES SEE PLANS

SEE PLANS

TOP OF LEVEE VARIES -

ELEVATION AND WIDTH OF

ROW

EXISTING LEVEE

EASEMENT

TEMPORARY CONSTRUCTION

SHEET PILE

"B

"A

N .H

A S

IB

2’-6"

(SEE NOTE #1 FOR COMBI-WALL PROPERTIES)

COMBI-WALL SYSTEM TYPE "A"

NOT TO SCALE.

PROJECT CONTROL LINE

NOT TO SCALE.

LEVEE AND

PROJECT CONTROL LINE

NOT TO SCALE.

1:1

(PROTECT IN PLACE)

EXISTING COMBI-WALL

CONNECTOR

BBS-F

CONNECTOR

BBS-M

COMBI-WALL DETAIL AT STA. 346+20

TYPICAL COMBI-WALL PLAN DETAIL

N .H

A S

IB

T .W

O N

G

1 1FT

SCALE: 1 1/2’’= 1’-0’’

0 1 1

SCALE: 1’’=1’-0’’

2FT

A

C-01 S-02

B

S-02

S-02

C-C

S-02

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S

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D T .D

G N

WIDE FLANGE BEAM

(SEE NOTE #2 FOR WIDE FLANGE BEAM PROPERTIES)

WIDE FLANGE BEAM TYPE "B"

4" ABC

FLANGE BEAM SHALL NOT EXCEED 4 IN.

EXISTING PIPE PILE AND THE NEAREST PART OF THE WIDE

WITH THE EXISTING PIPE PILE. THE DISTANCE BETWEEN THE

LINE. THE WIDE FLANGE BEAM SHALL NOT BE IN CONTACT

WIDE FLANGE BEAM @ 12.5 DEG. FROM THE PROJECT CONTROL

C-01 C-02

C-01 C-02

A

IN

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A

ALTERNATIVE TO WELDED CONNECTORS WILL NOT BE ACCEPTED.9.

REQUIREMENTS OF AWS D1.1.

WITH THE MANUFACTURERS RECOMMENDATION AND SHALL CONFORM TO THE

BEAM CONTINUOUSLY THE FULL LENGTH OF SHEET PILE IN ACCORDANCE

BBS-M AND BBS-F CONNECTORS TO BE WELDED ON THE WIDE FLANGE8.

ASTM A572, GRADE 50, UNLESS APPROVED OTHERWISE.

THE WIDE FLANGE BEAM MATERIAL SHALL MEET THE REQUIREMENT OF 7.

ASTM A572, GRADE 50, UNLESS APPROVED OTHERWISE.

AND BARS SHALL CONFORM TO THE REQUIREMENTS OF

ALL STRUCTURAL CARBON STEEL ROLLED SHAPES, PLATES,6.

THE CONTRACTOR.

NOT EXTEND BEYOND IT AT THE SOLE EXPENSE OF

WITHIN THE FOOTPRINT OF THE EXISTING LEVEE AND

DISTURBED STONE PROTECTION SHALL BE RESTORED

STONE PROTECTION ON EXISTING LEVEE SLOPE. ANY

CONTRACTOR TO TAKE CARE NOT TO DISTURB THE5.

COMPACTION IN ACCORDANCE WITH ASTM D1557.

BACKFILL SHALL BE COMPACTED TO 90% RELATIVE

TO PLACEMENT OF 4" ABC.

WITHIN WIDE FLANGE BEAMS AND SHEET PILES PRIOR

AND COMPACT LOCAL AREAS OF SUBSIDENCE AROUND AND

CONTRACTOR TO BACKFILL WITH SATISFACTORY MATERIAL 4.

CHOSEN METHOD OF INSTALLATION.

FINAL PILE SIZE THAT IS COMPATIBLE WITH THE CONTRACTOR’S

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING THE

METHODS REQUIRED TO REACH THE PENETRATION DEPTH INDICATED.

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING THE

ALLOW FOR ANY STRESSES INDUCED DURING PILE INSTALLATION.

LISTED ABOVE, THE PILING SHALL BE SUFFICIENTLY SIZED TO

IN ADDITION TO THE MINIMUM SECTION PROPERTIES3.

SECTION MODULUS S=854 IN

MOMENT OF INERTIA I=15600 IN

THE PENETRATION DEPTH

WIDE FLANGE BEAM "B" IS THE WIDE FLANGE BEAM OF SYSTEM "A" EXTENDING TO

REQUIRED MINIMUM PROPERTIES OF THE WIDE FLANGE BEAM "B"2.

/FT.

SECTION MODULUS S=159 IN

/FT.

MOMENT OF INERTIA I=3124 IN

COMBI WALL SYSTEM "A" INCLUDES THE WIDE FLANGE BEAM AND THE SHEET PILE

REQUIRED MINIMUM PROPERTIES OF COMBI-WALL SYSTEM "A"1.

NOTES:

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CONTRACTING OFFICER WILL IDENTIFY MONUMENT NUMBER.

METAL STAMPING OUTFITS SHALL BE USED FOR STAMPING LETTERS AND NUMBERS.

1.

2.

3.

4.

F

T

FINAL GRADING

NUMBER HERE

STAMP MONUMENT

DISTRICT" HERE

STAMP "L.A.

YEAR HERE

STAMP PLACEMENT

3.5"

C O

R P S

O F

E

NGINEERS - U

.S . A

R M

Y

SURVEY MARKSURVEY MARK

F

IN

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OR IMPRIS

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TURBING

TH

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SM-2

S T A

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ION DESIGNAT

IO

N

AGENCY

L.A. DISTRIC

T

YEAR 2009

SHALL INSTALL SURVEY MARKERS.

CONTRACTING OFFICER SHALL FURNISH BRONZE SURVEY MARKERS. CONTRACTOR

SHALL INSTALL THE SURVEY MARKERS.

CONTRACTING OFFICER SHALL DETERMINE LOCATIONS WHERE THE CONTRACTOR BRONZE SURVEY MARKER

BRONZE SURVEY MARKER

AS SHOWN

M-01

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_DATE_

Scale:

SHEET

Plot Date:

A R

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U R Y J

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E

S P

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N O

W P

L -1

-B -0

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6 FT (MIN)

F

T

M

IN

30 IN

I

N I

N

BOLTS

SOIL CEMENT

4-IN ABC

DETAIL HEREON

SEE FOUNDATION

FOUNDATION DETAIL

WARNING SIGN

* = END POST 1 1/2 IN ABOVE BOLT HOLE

NOT TO SCALE

NOT TO SCALE

I N

0 20 40 50-20-40-60-80-100-120-140-160-180-200

C

PROJECT

L

L

HYDRO-SEED HYDRO-SEED

SEED

HYDRO-

NO

15 FTVARIES VARIES

GRADE

FINAL

VARIES

C

FLOW

LOW

TYPICAL HYDRO-SEEDING AREAS

CHANNEL BED, 120 FT–

HYDRO-SEEDING ACREAGE:

15 FT

NO HYDRO-SEED

(STA 356+20 THROUGH STA 380+00)

FROM 355+00 THROUGH 383+00 (5.4 ACRES).

- HYDRO-SEED DISTURBED CHANNEL BED, AS SHOWN ON CROSS-SECTION,

I

N

I

N

I N

I N

I N

12 IN

F O

U N

D A

T

IO

N S

L E

E V

E

SOIL CEMENT

SOIL CEMENT

FOOTING

CONCRETE

SEE DETAIL A

UNDER HEAD

NUT AND FLAT WASHER

LOCK WASHER UNDER

BOLT W/ FLAT AND

PLATED HEX. HEAD

IN CAD.2

IN X 3 8

FLOW

CRITICAL TRAFFIC

TO MAJOR OR

PERPENDICULAR

BOLT SHALL BE

NOT TO SCALE

DETAIL A

14 FT8FT6FT

N O H

Y D

R O -S

E E

D

N O H

Y D

R O -S

E E

D

H Y

D R

O -S

E E

D

GENERAL NOTES:

SURVEY MARKER

#6 REBAR

FILLED WITH EPOXY

NOT TO SCALE

PLAN VIEW

ELEVATION VIEW

NOT TO SCALE

18"

NOT TO SCALE

24"

NOT TO SCALE

GATE POST DETAIL

(Typ)

Pipe Gate

Typical

R=2"

(Typ)

Latch Post

NOT TO SCALE

POST LOCATION DETAIL

GATE POST

LATCH POST

LATCH POST

15’-0"–

7’-3"–

POST CONCRETE FILLED

GATE POST/BEARING

GALVANIZED STEEL

6" DIA. SCHDL 40

POST DETAIL

SEE GATE

OF GATE

8" AT CENTER

ALL JOINTS

1/4" TYPICAL

3" (MIN)

3" (MIN)

TO GATE AND LATCH POST

SHOWN AND WELDED

2- 1/2" ROD BENT AS

PIPE GATE

ELEVATION

PIPE GATE (STA 358+40)

(TYP)

2500 PSI CONCRETE

(TYP)

GALV. PIPE GATE

SCHEDULE 40

2" DIA.

12"

SOIL CEMENT

PIPE GATE WIDTH = 14’-6"–

T O

P O

F L

E V

E E W

ID

T

H

GATE WIDTH ACCORDINGLY

LEVEE WIDTH AND ADJUST PIPE

*FIELD VERIFY FINAL TOP OF

12"

(2 POST REQUIRED)

POST CONC. FILLED

GALV. STEEL LATCH

4" DIA. SCHDL 40

STATION

W16-7pL

W5-1

MUTCD CODE

SIGNAGE

W16-7pL

W5-1

356+00

356+70

379+30

380+00

HAS SET

AFTER CONCRETE

FOUNDATION SLEEVE

REMOVABLE FROM

POSTS SHALL BE

FLOWTRAFFI

C