W912PL-17-R-0046_Drawings_5_Misc_Sheets.pdf

PDF 18 MB Posted Jun 30, 2017

Attached to: SANTA ANA MAINSTEM, LOWER SANTA ANA RIVER CHANNEL, REACH 9-BNSF RAILROAD BRIDGE PROTECTION, RIVERSIDE COUNTY, CALIFORNIA
Solicitation number: W912PL-17-R-0046
Issued by: Department of the Army Corps of Engineers Engineering District Los Angeles

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W912PL-17-R-0046 Drawings 5

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W912PL-17-R-0046_Amendment0002_Specifications.pdf	PDF	Jul 20, 2017
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W912PL-17-R-0046_Amendment0001_Specifications.pdf	PDF	Jul 14, 2017
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(T Y

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(T Y

SAFETY PAYS

VALUE ENGINEERING PAYS

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-R -0

4 1/2" ADJUSTMENT TYP

3/4" O TURNBUCKLE WITH

TURNBUCKLES

INTERMEDIATE

1 1/4" STD

PIPE NPS

200-0"

1/4" O GALV CABLE

DRIVEN FIT TYP

POST CAP TO BE A

Y P

4'-0"

TYP END SPAN TYP INTERMEDIATE SPAN

3/8" O

DRILLED HOLES

5/8" O

METAL CLAMP

STD TYP

PLACE NPS 1 1/4"

TRUSS RODS

3/8" O

1000' MAX+

10'-0" MAX

1. MAXIMUM DISTANCE BETWEEN TURNBUCKLES SHALL BE 200'.

2. INTERMEDIATE TURNBUCKLES TO BE PLACED IN ADJACENT SPANS.

3. CABLE SHALL NOT BE SPLICED BETWEEN INTERMEDIATE TURNBUCKLES AND END POST.

4. POST TO BE VERTICAL.

6. LINE POSTS SHALL BE BRACED HORIZONTALLY AND TRUSSED DIAGONALLY IN BOTH

7. TYPICAL END SPANS, BRACED IN BOTH DIRECTIONS, SHALL BE CONSTRUCTED AT CHANGES

8. PROVIDE THIMBLES AT ALL CABLE LOOPS.

SEE DETAIL HEREON

RETRO-REEFLECTIVE MARKER

IN LINE WHERE THE ANGLE OF DEFLECTION IS 15° OR MORE.

F.G.

ROAD

BOLTS (TYP.)

PEEN ENDS OF

3/8" DRILLED HOLES

1/4" EYE BOLT IN

T Y

N.T.S.

DETAIL A - RETRO REFLECTIVE MARKER

N.T.S.

IDENTIFICATION GUIDE-SEP 2005.

RETRO-REFLECTIVE SHEETING

BACKING CLASS 3. SEE FHWA

AROUND POST, USING ADHESIVE

RETRO-REFLECTIVE SHEETING ALL

3-IN YELLOW TYPE III HIGH INTENSITY

STRAND

GALVANIZED AIRCRAFT

1/4-IN-1X7 PREFORMED

1-IN SPACING

2 IN

FIELD ADJUSTMENT

7'-0" MAX

FIELD ADJUSTMENT

7'-0" MAX

NOTES:

HEAD WALL

TOP OF

WING WALL

TOP OF

POST

FENCE

ON WING WALL

LAST POST

(TYP)

FOOTING

CONCRETE

12" DIA.

NOTES:

1. ALSO REFERENCE CALTRANS STANDARD PLAN B11-47

DIRECTIONS AT INTERVALS NOT TO EXCEED 1,000'.

Y P

2" O STD

PIPE NPS

5. VERIFY ALL DEPENDENT DIMENSIONS IN THE FIELD BEFORE ORDERING OR FABRICATING

ANY MATERIAL.

PER END

CLAMPS

2-1/4" O CABLE

N.T.S.

AT EVERY FIVE POST OR 50-FT INTERVAL.

1. REFLECTIVE TAPE SHALL BE INSTALLED

INSTALLATION NOTES:

INSTALL CABLE FENCE AS FOLLOWS:

STA. 35+20.00 TO 30+40.00

1. LINE E1: STA. 39+29.27 TO 36+30.00

STA. 47+60.00 TO 48+90.00

2. LINE E2: STA. 43+00.00 TO 45+20.00

STA. 12+80.00 TO 13+90.00

3. WEST DIAPHRAGM WALL: STA. 9+20.00 TO 12+40.00

N.T.S.

ON DIAPHRAGM WALL

CABLE FENCE

WALL

OF TOP OF HEADWALL AND WINGWALLS.

3. ALIGNMENT OF HOLES IN POST MAY VARY TO CONFORM TO SLOPE

2. POSTS TO BE CENTERED ON TOP OF HEADWALL AND WINGWALLS.

1. SEE CABLE FENCE DETAIL AND NOTES HEREON FOR CABLING.

ON INLET OR OUTLET STRUCTURE

CABLE FENCE

INVERT

STRUCTURE

CABLE FENCE

1/4" O BOLT-PEEN END AT JAW END

PLAN

040 40 80 FT

SCALE: 1'' = 40'

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Gate

Latch Post

Gate Post

Latch Post

ELEVATION

RAMP CONTROL GATE

1. "NO ACCESS BEYOND THIS POINT" Sign Center on Gate

POINT

THIS

BEYOND

ACCESS

N.T.S.

7' ±

N.T.S.

14'-6" ±

14' ±

18"

3"Min.

18"

24"

Typical

R=2"

(Typ)

Latch Post

At Center of Gate

POST LOCATION DETAIL

GATE POST DETAIL

Post Detail

See Gate

Each Gate Location)

(2 Ea. Req'd @

Post Conc. Filled

Galv. Steel Latch

4" Dia. Schdl 40

Min.

3" all joints

1/4" typical

Galv. Pipe Gate

2" Dia. Schdl 40

(Typ)

Pipe Gate to gate and latch post as shown and welded

2- 1/2" Rod Bent post Concrete FIlled

Gate Post/Bearing

Galvanized Steel

6" Dia. Schdl 40

WIDTH VARIES

J S

K W

A N

AS SHOWN

M-2

B N

S F

M -2 .D

G N

G L

E P

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A T

E D

E T

NOT TO SCALE

GALV. DOME CAP

14 GA. WIRE TIES.

NOT TO SCALE

12" MIN. DIA.

NOTE

FOR CORNERS, TYPICAL RAIL AND

TRUSS WIRE PANEL TO JOIN POST

IN BOTH DIRECTIONS

12" MIN. DIA.

GROUND LINE

TYPICAL RAIL & TRUSS WIRE PANEL

11 GA. WIRE TIES @ 1'-2" C.C.

6 G A.

OUBLE

TRUSS

E W

ITH

ADJ

USTABLE

GHTE

NER

FIT

TIN

TENSION BAR

LINE POST

9" MIN. DIA.

12" MIN. DIA.

TENSION BAR

GROUND LINE

7 GA. SPRING STEEL TENSION WIRE

WITH 14 GA. WIRE TIES @ 2'-0" + C.C.

LINE POST

9 GA. 2" MESH

60" CHAIN LINK

FABRIC

GATE POST 1" STD. GALV. PIPE STIFFENER

NON REMOVAL HINGE

SEE DETAIL "Y"

HEREON

8" DIA.

7 GA. SPRING STEEL TENSION WIRE

WITH 14 GA. WIRE TIES @ 2'-0" + C.C.

SECURE GALV. CAP TO POST

RIVET. SEE DETAIL "Z" HEREON

TIE FABRIC TO TOP & BOTTOM OF

FRAME WITH 11 GA. WIRE TIES.

TYPICAL RAIL & TRUSS WIRE PANEL

7 GA. STEEL TENSION WIRE

WITH 14 GA. WIRE TIES @

2'-0" + C.C

7 GA. STEEL TENSION WIRE

WITH 14 GA. WIRE TIES @

2'-0" + C.C

9 GAGE 2" MESH, 72''

6 GA. DOUBLE TRUSS WIRE WITH

ADJUSTABLE TIGHTENER & FITTINGS

GATE POSTS

WITH GALV. CAP

STD. GALV. PIPE

GATE FRAME

" 0 T

E N S I0

N R 0D T

N E R

CLEAR OPENING VARIES 12'-0" TO 20'-0"

LINE POSTS:

WITH GALV. CAP

CHAIN AND LOCK

CUT OUT, SEE

DETAIL HEREON

LINE POSTS:

GALV. PIPE WITH GALV. CAP

INTERMEDIATE POSTS:

2'' X 9'- 4'' STD. GALV. PIPE WITH RIVETED

GALV CAP TO BE INSTALLED AT NO MORE

THAN 1000' INTERVALS ALONG FENCE LINE

AND AT GRADE CHANGES EXCEEDING 5%

TYPICAL RAIL & TRUSS WIRE PANEL

10'-0" MAXIMUM SPACING

TENSION BAR

CHAIN LINK FABRIC

KNUCKLED T&B (TYP.)

9 GA. 2" MESH

60" CHAIN LINK

FABRIC KNUCKLED

T&B (TYP.)

10'-0" MAXIMUM SPACING

9 GAGE 2" MESH, 72''

CHAIN LINK FABRIC

KNUCKLED T&B (TYP.)

11 GA. WIRE TIES @ 1'-2" C.C.

WITH 14 GA. WIRE TIES @ 2'-0" + C.C.

7 GA. SPRING STEEL TENSION WIRE

6 GA. DOUBLE TRUSS WIRE WITH

ADJUSTABLE TIGHTENER & FITTINGS

14 GA. WIRE TIES @ 1'-2" C.C.

GALV. PIPE WITH GALV. CAP

2'' X 9'-4'' STD.

CORNER OR END POSTS:

LINE POST

TYPICAL RAIL & TRUSS WIRE PANEL

10'-0" MAXIMUM SPACING

7 GA. SPRING STEEL TENSION WIRE

WITH 14 GA. WIRE TIES @ 2'-0" + C.C.

GROUND LINE

9" MIN. DIA.

1/4" STD. GALV. PIPE RAIL

TENSION BAR

3/16" X 3/4" MIN.

1 1/2'' X 8'-10'' STD.

1 1/4" STD. GALV. PIPE RAIL

3/16" X 3/4" MIN.

2 1/2" X 8'-4" STD GALV. PIPE

1 1/4" STD. GALV. PIPE FOR GATE FRAME

3/16" X 3/4" MIN.

WITH 1/4" GALV. ROUND HEAD

1 1/2'' X 7'-10'' STD. GALV. PIPE

1 1/4" STD. GALV. PIPE RAIL

3/16" X1/4" MIN.

9" MIN. DIA.

X X X X X

XXXX

X X X X

XXXX

XXX

X X X

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XXXX

X X X X

XXXX

XXXXX

X X X X X

XXXXX

XXXX

X X X

XXX

X XXX

X X X

XXX

X X X

XXX

X X X X X

X X

SAFETY PAYS

VALUE ENGINEERING PAYS

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GENERAL NOTES

ENDS OF ALL BOLTS

SHALL BE BATTERED

ENDS OF ALL BOLTS

SHALL BE BATTERED

DETAIL "Y"

DETAIL "Z"

DETAIL OF CUTOUT

FOR CHAIN AND LOCK

SECURE GALV. CAP TO

GALV. ROUND HEAD RIVET

NON-REMOVAL

INTERMEDIATE POST DETAIL

ROAD SURFACE

TWO 1/8" POP RIVETS

PER POST CAP

NOT TO SCALE

USED. POSTS ARE TO BE GROUTED

INTO INSERTS.

SHALL BE SHEET METAL TUBES WITH

TURNBUCKLE OR EQUIVALENT,

1. ADJUSTABLE TIGHTENERS SHALL BE

HAVING 6 INCH MIN. TAKE UP.

2.LIGHT WEIGHT METAL INSERTS

I.D. 2" GREATER THAN O.D. OF PIPE

POST WITH 1/4"

5/8" BOLT HINGE

(EARTHEN SURFACE)

FENCE

DOUBLE GATE DETAIL

J S

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A N

M-3

AS SHOWN

B N

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M -3 .D

G N

FENCE ELEVATION

E L

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A T

N A

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ON EXTENSION ARMS

BARBED-WIRE APRON

LOCK PIN (TYP.)

RIVETED FLUSH (TYP.)

…" PLAIN PIN

RIVETED FLUSH (TYP.)

…" PLAIN PIN

LINE POST

EXTENSION ARM DETAILS

CORNER POST

NO SCALE

DEGREES

Y P

(TYP.)

WIRE

BARBED

D E

N E

D B

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19 MAY 2016

281-295 ADDED

211-220 ADDED/MODIFIED

207 DELETED

201-203 DELETED

140-156 ADDED/MODIFIED

PLAN

M-4

B N

S F

M -2 .d g n

N / A

J .S

E: 1570858.34 N: 625524.69

SW #4

E: 1570433.36 N: 625279.21

SW #4 E: 1570429.28

N: 623773.83

SW #4

E: 1570330.81 N: 625891.10

SW #6

E: 1570180.02 N: 625907.38

SW #6

E: 1570064.32 N: 625613.27

SW #5

E: 1570012.71 N: 625583.40

SW #5

E: 1569929.60 N: 625599.48

SW #5

E: 1570236.51 N: 624510.06

SW #3

E: 1570267.65 N: 623750.77

SW #3

E: 1570196.11 N: 623742.89

SW #3

E: 1570099.29 N: 623562.34

SW #2

E: 1570246.58 N: 623385.49

SW #2

E: 1570177.12 N: 624015.74

SW #3

E: 1570174.58 N: 623861.82

SW #3

SOUND WALL #1

SOUND WALL #2

SOUND WALL #3

SOUND WALL #4

SOUND WALL #6

E: 1570130.39 N: 625652.69

SW #6

SOUND WALL #5

E: 1570683.74 N: 625822.81

SW #7

E: 1570468.30 N: 623764.60

SW #4

E: 1570388.84 N: 623735.50

SW #3

E: 1570191.64 N: 624078.22

SW #3

E: 1570196.69 N: 624259.19

SW #3

E: 1570323.41 N: 624547.25

SW #3

E: 1570286.27 N: 624575.50

SW #3

E: 1570394.43 N: 624620.79

SW #3

SOUND WALL #8

E: 1569725.43 N: 623734.31

SW #8

E: 1569917.50 N: 624505.21

SW #8

E: 1570040.01 N: 624914.09

SW #8

E: 1569752.54 N: 624643.85

SW #1

E: 1570540.82 N: 625769.39

SW #7

E: 1570444.20 N: 625761.98

SW #7

E: 1570559.11 N: 625739.27

SW #7

E: 1570245.61 N: 625900.20

SW #6

SOUND WALL #7

S O

U N

D B

A R

R W

A L

L L

A Y

O U

E: 1570465.89 N: 625726.25

SW #7

LEGEND:

PERMANENT EASEMENT

TEMPORARY CONSTRUCTION EASEMENT

E: 1569694.10 N: 624655.69

SW #1

E: 1569594.09 N: 624441.34

SW #1

E: 1569568.23 N: 624280.96

SW #1

E: 1569249.74 N: 623667.00

SW #1

E: 1569414.22 N: 623541.81

SW #1

0100 100 200 FT

SCALE: 1'' = 100'

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M-5

B N

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N / A

J .S

TOP OF WALL

BOTTOM OF WALL

NTS

POST SPACING

POST

ELEVATION

GROUND SURFACE

APPROX. FINISHED

MIN

1'-6"

CONTROL POINT

SLOPE

:12

1STEEPER THAN 1

SLOPES SHALL NOT BE

WALL POST

CONTROL LINE

SOUND BARRIER

POST FOUNDATION

CONTROL LINE

SOUND BARRIER

T H

OVERLAP LENGTH

WALL FACING

POST

WALL

WALL FACING

NTS

GAP DETAIL

FEET TO ALLOW FOR ANIMAL AND HUMAN PASSAGE.

GAPS IN THE SOUND WALL MUST BE PROVIDED EVERY 500 LINEAR 1.

NOTES:

SOUND WALL

SOUND WALL PROFILE

SOUND WALL ELEVATION

SOUND WALL PLAN

AREA

CONSTRUCTION

LIMIT

TCE

O F F S

E T

DOWNSLOPE 5%.

SLOPE GROUND TO DRAIN AWAY FROM WALL WITH A MAX 2.

BE USED TO RETAIN EARTH.

ELEVATION ON BOTH SIDES OF THE WALL. THE WALL MUST NOT

THE GROUND SURFACE ELEVATION MUST BE AT THE SAME 1.

NOTES:

S E

C T

N S A

N D D

E T

S O

U N

D B

A R

R W

A L

L E

V A

N S

AND #6 AS DIRECTED BY COR.

IMPEDE FOR FLOOD FLOW. REMOVE AND REINSTALL SOUNDWALL #5

DESIGN SOUNDWALL #5 AND #6 TO BE REMOVEABLE AND NOT 5.

SEE SHEET M-05 FOR ALIGNMENT DATA.4.

TO THE SURROUNDING ENVIRONMENT AS POSSIBLE.

FOLLOWING THE REQUIRED TIME PERIOD WITH AS LITTLE DAMAGE

THE TEMPORARY SOUND WALL MUST BE COMPLETELY REMOVED 3.

GOOD WORKING ORDER DURING CONSTRUCTION DURATION.

THE TEMPORARY SOUND WALL MUST BE MAINTAINED AND KEPT IN 2.

SPECIFICATION SECTION 01 57 19.

INFORMATION REGARDING TEMPORARY SOUND WALL DESIGN IN

CONTRACTOR MUST DESIGN AND INSTALL SOUND WALL. SEE 1.

NOTES:

8.5' 8.5'17' 7'

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

A P

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A L

D A

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M B

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N S

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LINES

4" WHITE

4" YELLOW

TRAVEL

DIRECTION OF

SCALE: NONE

PAVEMENT MARKINGS

NON-REFLECTIVE WHITE

PAINT

CENTER THE 12" STOP STRIP OVER

THE WORDS "STOP"

NON-REFLECTIVE WHITE

PAINT

DETAIL 27B

DETAIL 2

4" 4"

1'-9"1'-9"1'-9"1'-9"

8'-0"

4" TYP.

B N

S F

M -6 .d g n

N / A

T .A

M-6

10.

11.

PAVEMENT EDGE

SIGNING AND STRIPING GENERAL NOTES:

SIGN CODES NOT NOTED WITH A (CA) ARE PER CAMUTCD.

APPROVED BY THE CONTRACTING OFFICER.

SIGN LOCATIONS SHOWN ARE APPROXIMATE. EXACT PLACEMENT OF ROADSIDE SIGNS SHALL BE

CONTRACTOR IS TO REPLACE ALL LANDSCAPING DAMAGED DURING SIGN INSTALLATION.

SIGN FOUNDATIONS SHALL BE RESTORED THE SAME DAY OF THE FOUNDATION WORK.

IRRIGATION SYSTEMS AND ANY OTHER UTILITIES, WHICH ARE DISTURBED OR RELOCATED FOR

CONTRACTOR WILL BE RESPONSIBLE FOR REPAIR AND REPLACEMENT OF DAMAGED ITEMS.

IF ANY DAMAGE OCCURS TO THE EXISTING UTILITIES OR ITEMS BEING RELOCATED, THE

SHALL OCCUR THE SAME DAY AS EXCAVATION.

HOLES FOR SIGN FOUNDATIONS SHALL NOT BE LEFT OPEN AND PLACEMENT OF CONCRETE

ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED.

SIGN DETAILS TO BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO INSTALLATION.

ALL STRIPING, TURN ARROWS AND LETTER LEGENDS SHALL BE PAINTED WITH TWO-COATS.

TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS AND PLANS.

UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD), THE STATE OF CALIFORNIA DEPARTMENT OF

SIGNING AND STRIPING INSTALLATIONS SHALL CONFORM TO THE 2006 CALIFORNIA MANUAL ON

D E

T A

G A

N D S

T R

STRIPING DETAILS (NOT USED)

M A

" 16

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

A P

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A L

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-R -0

FIELD SPLICE

PERMISSIBLEDETAIL "A"

TRAFFIC

FOUNDATION DETAIL

DETAIL "A"

SCALE: NONE

2" x 2"

1 34" x 34" (INSERT)

POSTS SHALL BE REMOVABLE AFTER

CONCRETE HAS SET

8" x 3 12" DIA. CAD PLATED HEX

HEAD BOLT W/ FLAT AND LOCK

WASERS.

2 1/2" x 2 1/2"

2 1/4" x 2 1/4"

2" x 2"

7 / 18" DIA HOLE,

SPACED 1" O.C.

SCALE: NONE

SIGNAGE

STOP

R 1-1

PLAN

ELEVATION

BACK BRACE DETAILS- STEEL POST

8 " DIA HOLE

STRIP 1" X

16 "

SIGN MOUNTING DETAIL - STEEL POST

2 REVOLUTIONS OF ROUND EDGE STAINLESS

STEEL STRAP

4 " X 0.020" MIN. WITH

4 "

STAINLESS STRAP SEAL

GALVANIZED STEEL FRAME

STANDARD

SPECIAL BRACKET

16 " DIA THEFT PROOF BOLT

E D

G E O

F S

H O

U L

D E

RURAL

STOP

YIELD

2- IN WHITE RETROREFLECTIVE STRIP ON BACK OF SUPPORT

2- IN WHITE OR RED RETROREFLECTIVE STRIP ON FRONT

R 1-1 OR R 1-2

SEE NOTE 1

VARIES*

12'-0" MIN.

WITH NO SHOULDER,

1'-0"

TRAFFIC SIGN - PERFORATED STEEL TUBE POSTS

BREAKAWAY

FEATURE

MOUNT SIGN PER CALTRANS STANDARD DETAIL RS 2 AND RS 4 2.

MIN. OFFSET DISTANCE 3 FEET MINIMUM FROM THE EDGE OF THE SHOULDER1.

NOTES :

2'-11"

1'-1 "8

YIELD

B N

S F

M -3 .d g n

N / A

T .A

M-7

SPEED

LIMIT

R2-1(25)

TRAFFIC

ONCOMING

YIELD TO

R1-2

LANE NARROW

2 WAY TRAFFIC,

R1-3 R1-2

D E

T A

G A

N D S

T R

CONC42

SAFETY PAYS

VALUE ENGINEERING PAYS

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N E

D B

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

A L

D A

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N S

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G E P

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A N

T A A

N A R

R C

H A

N N

E L

R E

A C

S A

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A A

N A R

R M

S T

E M

P A

U L J

U N

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D P

S P

E C

N O

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L -1

-R -0

M 8

WITH SAND

1" GAP BACKFILLED

VARIES

PLAN

NTS

SECTION

NTS

CONCRETE APRON DETAIL

SECTION

NTS

12"

SCALE: 1 IN = 10 FT

010 10 20

SCALE: 1" = 10'

NOTES:

N 622,874.21

E 1,568,969.81N 622,874.03

E 1,568,971.98

N 622,874.39

E 1,568,967.64

TRASH RACK DETAILS

TELNI EPIP

GNINEPO EDIS

" HOLE8

" STEEL PLATE8

3" x 2

MIN

(SEE NOTES 2 AND 3)

HOLES PER ASTM 881.

1FOR

EXIST. GROUND

INLET OPENING ELEVATION

NTS

24"

OPENING

SAWCUT

M 8

M M

B N

S F

M -8 .D

G N

M-8

GRATE

EXIST. METAL

NTS

M 8

DETAIL

SLOPE TO DRAIN

CONC. SLAB

WIRE MESH

WITH 6x6 - W6 x W6

CONC. SLAB

4" THICK

PROTECT EXIST. UTILITIES IN PLACE.3.

FABRICATION."

STEEL HARDWARE TO BE GALVANIZED AFTER

PER CALTRANS STANDARD PLAN 75C, "ALL 2.

RACKS USED ON TYPE OCPI AND OMPI INLETS."

PER CALTRANS STANDARD PLAN 75C, "TRASH 1.

T Y

VARIES

1 (TYP.)

V A

T O

TYP.

WIRE MESH

6X6 - W6 X W6

E T M

O D

A T

E D

R A

C O

N T

R A

C T O

P T

K W

A N

M M C

M C

A L P

EL. 421.36

EL. 420.36

EL. 421.36

EL. 420.36

EL. 421.28

EL. 421.21

INVERT OF APRON

S = 9.0%

INLET GRATE

TOP OF EXIST.

RACK DETAILS.

SIDE OPENING. SEE TRASH

INSTALL TRASH RACK OVER

APPROX. EL. 421

GREEN RIVER ROAD.

JOIN EDGE OF EXIST.

TO 95% COMPACTION (TYP.)

COMPACT SUBGRADE

CUT STEEL REINF.

PLAN RSP D75B FOR TYPE OCPI GALVANIZE

TO INLET WALL PER CALTRANS STANDARD

SAWCUT 12" DEEP BY 24" WIDE OPENING

WIRE MESH (TYP.)

6X6 - W6 X W6

CONC. SLAB

4" THICK

M 8

WALL FACE.

EXIST. RETAINING

WALL FACE.

EXIST. RETAINING

BOX, P.I.P.

EXIST. UTILITY

POLE, P.I.P.

EXIST. POWER

OPTIC

ABLE

UCTBANK,

P.I .P.

EXIS

UNDERGROUND

ATT

BER

MEASURE I

N F

IELD

DRAIN NO. 12

INLET TO SIDE

EXIST. 48" DIA

EXIST. ROAD

EDGE OF

BOX, P.I.P.

EXIST. POWER

WALL, P.I.P.

EXIST. RET.

CLE

AR.

BOX, P.I.P.

EXIST. UTILITY

UNDERPASS

STAR R

ANCH

RIV

ER R

OAD

EXIS

GREEN

F L

O W

M 8

24"

BOT EL. OF SLOT IS 421.09'.

TOP EL. OF SLOT IS 421.36'.

EXISTING DRAIN SLOT.

INLET WALL

SAWCUT

GREEN RIVER ROAD

EDGE OF EXIST.

EDGE OF EXIST. ROAD

JOIN CONC. APRON AT

D M

INLET GRATE

EDGE OF EXIST.

7.0+/-

CONC. INLET

EDGE OF EXIST.

S .0

D E

N E

D B

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L -1

-R -0

1'-6"

STA.

TOP COVER DETAIL

8" 6

15"

NTS

COVER

CAST IRON

SAND

BACKFILL WITH

CONCRETE COLLAR

CAST IRON FRAME

14"LONG

6" V.C.P.

CONCRETE

2" DIA. HOLE

2" A.C.

MIN

YELLOW

SURVEY

MONUMENT

NTS

FRONT REAR

RAISED 1/8" X 1/2"H

CAST LETTERS

CENTER

SCRIBE MARK

CENTER

S.P. NO. _

NTS

2" DIAMETER

M-9

NOTES:

BRASS CAP DETAIL

STATION MARKER TYPE M DETAIL "D" manufacturer's standards.

will be permitted to meet in design and dimensions except that minor variations

Metal post to be as shown

* 8'-0" for Type P object marker

NTS

METAL POST DETAIL

DETAIL A

SECTION A-A

NUMERALS AND LETTERS

WHITE TARGET PLATE

WITH BLACK SERIES D

MIN.

7/8"

1 5/8"

2 1/2"

REFLECTOR

TARGET

PLATE

/2 "2

2 1/2"

GALV. MACHINE

SECURE W/ 1/4" DIA.

BOLTS & NUTS AT

6 PLACES

1" CHAMFER

TYPICAL

METAL

POST

SEE DETAIL A

OPTIONAL

0.093" Min

2 1/2"

1 5/8"

M A

A A

Œ"

Š"

2‹" Š"

1ˆ"

Œ"

3ˆ"

Š"

7/32" * HOLES

3' X 3' FINISHED AC PAVEMENT SECTION

CONCRETE

2"2"2"2"

CONCRETE

GENERAL NOTES

2" 2"

RAIL SPLICE

NEUTRAL

AXIS

SYMMETRICAL ABOUT

12 GA.

SECTION THROUGH RAIL ELEMENT

DIA.

POST BOLT: SIMILAR EXCEPT LENGTH

OVAL SHOULDER

BUTTON HEAD

NTS

•"R

TOP OF RAIL

FINISHED GRADE

8"8"

NEUTRAL

AXIS

SYMMETRICAL ABOUT

12 GA.

DIA.

SPLICE BOLT & NUT

POST BOLT: SIMILAR EXCEPT LENGTH

TERMINAL SECTION

INSTALLATION

OVAL SHOULDER

BUTTON HEAD

METAL BEAM GUARDRAIL DETAIL

TOP OF RAIL

FINISHED GRADE

8"8"

NOTE:

SAME AS SECTION

THRU RAIL ELEMENT

INSTALL 2 IN. DIAMETER DOUBLESIDED, WHITE COLOR REFLECTOR ASSEMBLY

ON GUARDRAIL POST FACING TRAFFIC:APPROXIMATELY 25 FT INTERVALS

WHEN RAILING IS CONSTRUCTED ON A RADIUS OF CURVATURE OF 1,500 FT

OR LESS, OR THE CONTINUOUS LENGTH OF RAILING IS 100 FT OR LESS.

AT ALL OTHER LOCATION, USE 50 FT INTERVALS FOR REFLECTOR ASSEMBLIES.

NOTES:

1. ALL DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES.

2. ALL WOOD TO BE PRESSURE TREATED.

LAP IN

DIRECTION

OF TRAFFIC

TERMINAL SECTION

LAPPED ON TRAFFIC

FACE

5#8" DIA.

BOLTS

REFLECTOR

ASSEMBLY

TOE NAIL WITH 2" 16D GALV.

ON EACH SIDE OF BLOCK

SAME AS SECTION

THRU RAIL ELEMENT

LAP IN

DIRECTION

OF TRAFFIC

TERMINAL SECTION

LAPPED ON TRAFFIC

FACE

C POST BOLT

SLOT

2 9/32 "x11#8"

SLOTTED HOLES

REFLECTOR

ASSEMBLY

TOE NAIL WITH 2" 16D GALV.

ON EACH SIDE OF BLOCK

5/8 " DIA. BOLT

W/ HEX NUT

CUT STEEL

WASHER

6"x8"x1'-2" D.F.

WOOD BLOCK

3/4 "x2 1/2 "

SLOT

2 9/32 "x11#8"

SLOTTED HOLES

CONCRETE

C POST BOLT SLOT

6'-3" (TYP.)6'-3" (TYP.) 1'-9"1'-9"

N.T.S.

12"12"

M M

B N

S F

M -9 .D

G N

8.5"

10.75"

0.5"

AS DIRECTED BY COR

STAMP TWO DIGIT NUMBER

INSTALL MARKER 6" FROM WALL OR GROUTED STONE.2.

10+00; 12+00; 13+90

1519+00; 1511+84; LINE E1: 38+00; 35+00; 32+00; 30+00; WEST DIAPHRAGM WALL:

INSTALL STATION MARKER TYPE "M" DETAIL "D" AT THE FOLLOWING STATIONS: 1.

27"

21"6"

12" LAP

4" 4" ƒ

12"

4"4"

12"

•"R

Œ"

1" 1"

A N

D M

E L L

A N

E O

U S D

E T

R V

E Y M

O N

U M

E N

T S

T A

N M

A R

K E

K W

A N

1. ADJUSTABLE TIGHTENERS SHALL BE TURNBUCKLE OR

EQUIVALENT, HAVING 6 INCH MIN. TAKE UP.

2. LIGHT WEIGHT METAL INSERTS SHALL BE SHEET METAL

TUBES WITH INTO INSERTS.

WELL MONUMENT

12+00, AND 13+50

WEST DIAPHRAGM WALL: 9+20, 10+00, 11+00,

LINE E1: 32+00, 33+00, 34+00, 35+00, AND 37+00

FOLLOWING STATIONS:

INSTALL TOP OF WALL MONUMENTS AT THE 5.

OF DIAPHRAGM WALL.

EDGE OF GROUTED STONE OR ON CENTER LINE

INSTALL TOP OF WALL MONUMENT 3' FROM 4.

31+00; 30+00; LINE E2: 48+50; 45+00; 44+00

FOLLOWING STATIONS: 1519+25; LINE E1: 38+00;

INSTALL WELL MONUMENTS AT THE 3.

IN COORDINATION WITH GRGC.

AS DIRECTED BY THE CONTRACTING OFFICER

NORTHWEST OF BNSF BRIDGE AT LOCATIONS

MONUMENTS ON GREEN RIVER GOLF COURSE

CONTRACT OPTION: INSTALL FOUR (4) WELL 2.

BY THE CONTRACTING OFFICER.

BRASS CAP AND ROD TO BE FURNISHED

HOLE TO BE FILLED WITH GROUT AND MARKED. 1.

AND ROD (SEE NOTE 1)

FOR BRASS CAP

POST POCKET (TYP)

(TYP)

POCKET

POST

NTS

TOP OF WALL SURVEY MONUMENT

2"Ø HOLE X 8" DEEP

TOP OF DIAPHRAGM WALL

(SEE NOTE 1, 4, AND 5)

BRASS CAP AND ROD

SURVEY MONUMENT

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

N S

R E

N S

T R

T F

E N

S U

B M

T E

D B

C H

D E

N B

R A

N C

E N

A M

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U .S

A R

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A N

T A A

N A R

R C

H A

N N

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A C

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A A

N A R

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-R -0

02-0012

RIVERSIDE FWY

CONC

C O

N C

ASPH

P I

PIPE

GREEN RIVER RD

10+00

GREEN

VER

ROAD

VERIFIED

TO BE FIELD

HYDRANT,

EXIST. FIRE

OFF VALVE, P.I.P.

EXIST. BLOW

5% 1.7% 1.7%

5% 1.7%

1.7%

CONTROL LINE

GOLF COURSE ACCESS ROAD

LT EP RT EP

2H:1V 2H:1V

4" A.C.

8" A.B.

36'

3'18' TYP.5'

36'

5' 18' TYP. 3'

RT EPLT EP

4" A.C.

8" A.B.

CONTROL LINE

GOLF COURSE ACCESS ROAD

EXIST. PAVEMENT

2H:1V

EXIST. 3" GAS LINE EXIST. 3" GAS LINE

5' 8" 5' 8"

DUCTILE IRON PIPE

EXIST. 12" WATER

DUCTILE IRON PIPE

EXIST. 12" WATER

HORIZONTAL SCALE: 1 IN. = 60 FT.

SUPER ELEVATION DIAGRAM

-5%

SEE NOTE 1

E 1,570,102.69 N 623,278.32

POE

+2 3.9

P O

POB 10+45.70

POE 10+01.92

POB 9+41.90

E 1,568,627.72 N 623,364.49

P O

P O E 6+

P O

B 7+

AD5

AD6

AD4

AD3

AD2

AD1 N

SCALE: 1 IN. = 60 FT.

PLAN

P.I. NO.

NORTHING

EASTING

B.C. STA.

E.C. STA.

1,568,598.65

NOTES:

STA 12+80

TYPICAL SECTION

STA 13+40

TYPICAL SECTION

CONTROL LINE

ACCESS ROAD

GOLF COURSE

K W

A N

R B

060 60 120

SCALE: 1" = 60'

M-10

B N

S F

M -1

G N

(S T

A T

O S

T A

A C

C E

S S R

O A

D R

E C

O N

S T

R U

C T

C O

N T

R A

C T O

P T

G R

E E

N R

R G

O L F C

L U

DRAIN

REGRADE ADJACENT AREA TO

STA. 13+48 AND 13+94

PONDING OCCURS BETWEEN

LINES TO GOLF COURSE

OVERHEAD POWER

AND FIRE FLOW LINE ALONG ROAD.

PROTECT IN PLACE EXISTING WATERLINE, NATURAL GAS LINE, 5.

TEMPORARILY RELOCATE DURING CONSTRUCTION.

AND 24-IN DEEP, LOCATION. TO BE VERIFIED IN FIELD. P.I.P. OR

EP OF ACCESS DRIVEWAY. IT IS APPROX. 6-IN TO 12-IN OFFSET

EXISTING IRRIGATION LINE RUNS PARALLEL AND NORTH TO LEFT 4.

RECONSTRUCTION.

RESTORE GOLF COURSE LANDSCAPING DAMAGED BY 3.

ROAD.

PAVEMENT BETWEEN STA 12+80 TO 14+00 TO DRAIN ACROSS

CONSTRUCT NEW REGRADE AREA ADJACENT TO LEFT EDGE OF 2.

SUPERELEVATION. TRANSITION ZONE FROM STA 12+80 TO 13+40.

14+00 AND RECONSTRUCT PAVEMENT AND SUBGRADE

SAWCUT AND REMOVE EXIST. PAVEMENT FROM STA 12+80 TO 1.

ROAD, P.I.P.

WATERLINE UNDER

12" POTABLE

3" GAS LINE, P.I.P.

EXISTING GREEN RIVER GOLF CLUB ACCESS DRIVEWAY (AD) C CURVE DATA

10+01.92

9+41.90

60.02'

30.16'

250.00'

1,568,609.36

623,314.05

AD1 AD2

623,171.65

50.00'

69.45'

94.68'

10+45.70

11+40.38 16+62.79

15+32.28

130.51'

66.78'

250.00'

1,569,097.32

623,345.54

AD3 AD4

623,566.05

1,569,288.10

250.00'

169.53'

297.94'

17+18.06

20+16.00

AD5

623,428.88

1,569,683.13

250.00'

48.68'

96.16'

22+15.96

23+12.12 27+23.97

24+36.14

287.84'

162.25'

250.00'

1,570,017.65

623,445.77

AD6

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FOR STANDARD PAD LOCK,

" DIA. THICK LOCK TAB-4

WELD TO 3" DIA. STEEL PIPE

N.T.S.

2-1/2"

1-3/4"

12"

5" DIA. COLLAR

ROUND OF ALL EDGES

12" LONG,4" X PIPE

3" DIA. SCH 40 STEEL PIPE

WELD TO 3" DIA. PIPE

" DIA. STEEL ROD HANDLE2

2" WIDE REFLECTIVE TAPE

ROUND OFF ALL EDGES

WELD TO 4" PIPE

1'-6" DIA.

STEEL ROD HANDLE

DRILL 1/2" X 1-1/2" SLOT

STEEL LOCK TAB

COMPACTED CRUSHED ROCK

WELD TO 3"? STEEL PIPE

1/4" MILD STEEL CHAIN.

ACCOMMODATE CHAIN

FOR DRAINAGE 8" DEPTH

SLOT IN 4"? PIPE TO

CUT AND REMOVE 1" X 2"

UNDISTURBED OR

1/2"R.

ROUND CORNERS 1/2" RADIUS

1-3/4"

FRONT VIEW

COMPACTED SUBGRADE

10" LENGTH-

TOP VIEW

SIDE VIEW

40 STEEL PIPE

BOLLARD ELEVATION

GALVANIZED PIPE SLEEVE

BOLLARD PLAN VIEW

1/4" THICK STEEL CAP-

CONCRETE PAVING

NOTES:

FURNISHED PADLOCK.

GOVERNMENT SECURE STEEL CHAINS AT EACH END TO BOLLARD WITH 4)

THROUGH WELDED STEEL ROD AT EACH BOLLARD.

INSTALL CHAIN FURNISH 1/4" MILD STEEL CHAIN 114FT LONG (3 EACH). 3)

MAX (23 EACH)

CONTROL LINE E1 BETWEEN STA. 36+00 TO STA. 35+00 AT 5FT APART

DIAPHRAGM WALL INSTALL REMOVABLE BOLLARDS ALONG EAST 2)

GALVANIZED AFTER FABRICATION.

BE HOT DIPPED SCHEDULE 40 STEEL PIPE AND ALL COMPONETS SHALL 1)

4" DIA. SCH 40 STEEL PIPE SLEEVE X 14" DEEP

SET TOP AT 3/8" BELOW FINISHED GRADE

WELD TO 3" PIPE

5 " DIA. THICK COLLAR

STEEL LID WITH CONNECTING CHAIN

FINISHED GRADE

FORM CONCRETE TO ACCOMMODATE CHAIN

ACCOMMODATE CAP

PROVIDE 3/8" RECESS IN CONCRETE TO

SLEEVE IN CONCRETE SECTION VIEW

REMOVABLE GALVANIZED STEEL BOLLARD

""R

CAP

BOTTOM OF 1/4" STEEL

STEEL LID

N.T.S.

3" DIA. SCH. 40 PIPE

3" DIA. SCH.40 PIPE

1/4" THICK STEEL CAP

CUT AND REMOVE 2" WIDE X

PRIOR TO ATTACHMENT

FULL DEPTH SLOT IN 3"? PIPE

3" R

2" LENGTH. WELD

2" R

STEEL CAP

CAP FOR LOCK TAB

SLOT IN 1/4" THICK STEEL

10" LENGTH - WELD TO

1/4" MILD STEEL CHAIN.

2" LENGTH. WELD

CUT AND REMOVE 3" X 1/2"

STEEL CAP

LID - SIDE VIEW

LID - TOP VIEW

LID - BOTTOM VIEW

AS SHOWNAS SHOWN

STEEL CHAIN, TYP.

STEEL PIPE AT 3 PLACES FOR

1/2" STEEL ROD WELDED TO

" SLOT2

1" X 12

(TYP.)

2-1/2"

" R2

1-3/4"

LOCK TAB

X X

AS SHOWN

X X

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6/29/2017Plot Date:

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CRIMP END

PLATE AND INSTALL

" 2

1BOLT HEAD AND

" DIA. CABLE THRU4

(LOCK PLATES)

" PLATE2

TIEBACK / LOCK

" O.D. PIPE8

TIEBACK / LOCK POST

NOTES:

5" DIA. O.D. PIPE

GATE

" DIA. HOLE16

13'-6"

" O.D. PIPE8

" STEEL PLATE2

" O.D.8

C L

" THICK X 6" WIDE8

" O.D. PIPE8

NO SCALE

"2 1" X 94

TIEBACK POST

3'-6" (MAX)

3'-3" (MIN)

CONC. FOOTING (TYP)

" REBAR. TACK2

12" DIA. W/

WELDED LOOP FOR CHAIN

" FILLET UNLESS OTHERWISE SHOWN.4

11. ALL WELDS ARE

FIRE DEPARTMENT REQUIREMENTS.

4. INSTALL CHAIN WITH KNOX PADLOCK PER

" DIA. x 7" BOLT AND NUT4

6" DIA. O.D. PIPE WITH

" O.D.8

2'-0"6'-0"

OUTSIDE DIA. (O.D.), SCH 40, AND WELDED.

1. ALL PIPES SHALL BE BLACK STEEL PIPES,

3. PROVIDE 2 - 2"X5" O.D. PIPE AND INSTALL

2. ALL STEEL TO BE PAINTED WITH 2 COATS

NOTES:

STEEL PIPE

DIA.

WIDTH PER PLAN

SEE DETAIL B

STEEL PIPE

12"

SEE DETAIL A

STEEL PIPE

STEEL PIPE DETAIL BDETAIL A

GATED ROAD WIDTH VARIES

PIVOT POST

PLAN

OPEN GATE

CLOSED GATE

ELEVATION

TO GATES FOR SIGNS

STEEL PLATE FOR PIVOT

1" DIA. STEEL PIN THRU

TIE DOWN WHEN GATE IS CLOSED.

WITH CONC. FOOTING (12"X24" D.) FOR

STEEL PLATES WELDED

SEE NOTE 4

WELD FOR BREAKAWAY

TOP VIEW

GRADE

FINISH

PIN AT BASE

4" O.D. STEEL PIPE

TOP VIEW

OF PIPE

OF PRIMER AND 2 COATS OF YELLOW.

24'

DOUBLE WIDE GATE

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M-12

BNSF_M-1

References

Sheet, ..

Proj Models

General

CivilBorder.dgn

Cable Fence, BNSF_M-1.dgn, Model Space

BNSF_M-2

Saved Views

barb

References

Proj Models

General

CivilBorder.dgn

stoplog, BNSF_M-2.dgn, Model Space

BNSF_M-2.dgn, Model Space

BNSF_M-3

References

barb, BNSF_M-3.dgn, Sheet Space

Proj Models

General

CivilBorder.dgn

BNSF_M-4

References

Sheet, ..

Proj Models

General

CivilBorder.dgn

BNSF_M-4.dgn, Model Space

BNSF_M-5

Saved Views

References

Sheet, ..

Proj Models

General

CivilBorder.dgn

BNSF_M-5.dgn, Model Space

BNSF_M-6

References

Sheet, ..

Proj Models

General

CivilBorder.dgn

Top, BNSF_M-6.dgn, Model Space

BNSF_M-7

References

Sheet, ..

Proj Models

General

CivilBorder.dgn

Top, BNSF_M-7.dgn, Model Space

BNSF_M-8

References

DET E, ..

Proj Models

New_Imp

SD_12_InletMod.dgn

BNSF_M-9

References

Proj Models

General

CivilBorder.dgn

SURVEY MON DIA WALL, BNSF_M-9.dgn, Model Space

SURVEY MON DIA WALL-1, BNSF_M-9.dgn, Model Space

BNSF_M-10

References

ROAD ALG, BNSF_M-10.dgn, Default

LSAR_R9_BNSF

CAD

Proj Models

General

CivilBorder.dgn

BNSF_M-11

References

Proj Models

General

CivilBorder.dgn

DET, BNSF_M-11.dgn, Model Space

BNSF_M-12

References

Proj Models

General

CivilBorder.dgn

PGD, BNSF_M-12.dgn, Model Space

File details come from the government source that posted it. Updated Nov 14, 2017.