W912PL-17-R-0046_Drawings_1_General_Sheets.pdf

INDEX TO CONTRACT DRAWINGS

FILE NO. TITLE

GENERAL

T-2A

CIVIL

N / A

T

C

IS

N E

R O

S

T

C

IS

N E

R O

S

R

K W

A N

O

F

IN

D

E X T

O C

O N

T R

A C

T D

R A

W

IN

G S

B N

S F T -2

A .D

G N

SHEET NO. FILE NO. TITLE SHEET NO.

STRUCTURAL

T-9

T-8A

T-8

T-7

T-6

T-5

T-4

T-3

T-2B

T-2A

T-1

239/3741

239/3740

239/3739

239/3738

239/3737

239/3736

239/3735

239/3734

239/3733

239/3732

239/3731

/3

S-22A

S-22

S-21

S-20

S-19

S-18

S-17A

S-17

S-16

S-15

S-14

S-13

S-12

S-11

S-10

S-9

S-8

S-7

S-6

S-5

S-4

S-3

S-2

S-1A

S-1

239/3787

239/3786

239/3785

239/3784

239/3783

239/3782

239/3781

239/3780

239/3779

239/3778

239/3777

239/3776

239/3775

239/3774

239/3773

239/3772

239/3771

239/3770

239/3769

239/3768

239/3767

239/3766

239/3765

239/3764

239/3763

239/3762

239/3761

239/3760

239/3759

239/3758

239/3757

239/3756

239/3755

239/3754

239/3753

239/3752

239/3751

239/3750

239/3749

239/3748

239/3747

239/3746

239/3745

239/3744

239/3743

239/3742

C-G1

C-RW10

C-RW9

C-RW8

C-RW7

C-RW6

C-RW5

C-RW4

C-RW3

C-RW2

C-RW1

C-RE3

C-RE2

C-RE1

C-SD3

C-SD2

C-SD1

C-P7

C-P6

C-P5

C-P4

C-P3

C-P2

C-P1

C-W6

C-W5

C-W4

C-W3

C-W2

C-W1

C-E12

C-E11

C-E10

C-E9

C-E8

C-E7

C-E6

C-E5

C-E4

C-E3

C-E2

C-E1A

C-E1

C-D2

C-D1

C-1

239/3812

239/3811

239/3810

239/3809

239/3808

239/3807

239/3806

239/3805

239/3804

239/3803

239/3802

239/3801

239/3800

239/3799

239/3798

239/3797

239/3796

239/3795

239/3794

239/3793

239/3792

239/3791

239/3790

239/3789

239/3788

TABLE OF COORDINATES FOR PROJECT EASEMENTS

LIMITS OF PROJECT EASEMENTS - UPSTREAM

LIMITS OF PROJECT EASEMENTS

EXISTING UTILITIES POTHOLING DATA SUMMARY

EXISTING UTILITIES PLAN

GENERAL PLAN ACCESS AND STAGING AREA

SURVEY CONTROL MONUMENTS AND CONTRACT OPTIONS

GENERAL NOTES, LEGEND, LIST OF ABBREVIATIONS AND UTILITY CONTACTS

INDEX TO CONTRACT DRAWINGS 2 OF 2

INDEX TO CONTRACT DRAWINGS 1 OF 2

PROJECT LOCATION AND VICINITY MAP

CONCRETE SLURRY DIAPHRAGM WALL AND ENCLOSURE WALL CAP OPENING DETAIL 2 OF 2

CONCRETE SLURRY DIAPHRAGM WALL AND ENCLOSURE WALL CAP OPENING DETAIL 1 OF 2

48" RCP INLET STRUCTURE PLAN & SECTION DETAIL, STA. 36+67.35

24" RCP MANHOLE DETAIL

24" RCP OUTLET STRUCTURE PLAN & SECTION DETAIL, STA. 37+85.20

48" RCP INLET STRUCTURE PLAN & SECTION DETAIL, STA. 32+56.91

CONCRETE SLURRY DIAPHRAGM WALL ANCHOR AND BLOCKOUT REINFORCEMENT DETAIL 2 OF 2

CONCRETE SLURRY DIAPHRAGM WALL ANCHOR AND BLOCKOUT REINFORCEMENT DETAIL 1 OF 2

EAST & WEST CONCRETE SLURRY DIAPHRAGM WALL DETAIL

EAST & WEST ABUTMENT CONCRETE SLURRY DIAPHRAGM WALL

PIER NOSE EXTENSION, TRAINING AND ENCLOSURE WALL SECTION DETAIL

PIER NOSE EXTENSION WALL SECTION DETAILS

WEST ABUTMENT REINFORCED CONCRETE RETAINING WALL DETAIL

ABUTMENT CONCRETE SLURRY DIAPHRAGM WALLS, ANCHOR LOCATIONS AND SCHEDULE - WEST WALL

ABUTMENT CONCRETE SLURRY DIAPHRAGM WALLS, ANCHOR LOCATIONS AND SCHEDULE - EAST WALL

WEST CONCRETE SLURRY DIAPHRAGM WALL AND TIEBACKS PLAN

EAST CONCRETE SLURRY DIAPHRAGM WALL AND TIEBACKS PLAN

PIER NOSE EXTENSION FOUNDATION PLAN, PILE CAP AND ENCLOSURE CAP REINFORCEMENT

PIER 6 AND WEST ABUTMENT CONCRETE SLURRY DIAPHRAGM WALL, PLAN AND ELEVATION

PIERS 4 & 5, PIER NOSE EXTENSION & ENCLOSURE WALL PLAN AND ELEVATION

PIERS 2 & 3, PIER NOSE EXTENSION & ENCLOSURE WALL PLAN AND ELEVATION

PIER 1 AND EAST ABUTMENT CONCRETE SLURRY DIAPHRAGM WALL, PLAN AND ELEVATION

GENERAL PLAN

GENERAL STRUCTURAL NOTES AND MISCELLANEOUS DETAILS 2 OF 2

GENERAL STRUCTURAL NOTES AND MISCELLANEOUS DETAILS 1 OF 2

PLAN FOR REMOVAL OF EXISTING BANK PROTECTION, AREA B OF EAST SIDE

GEOTECHNICAL INSTRUMENTATION PLAN

CONTRACT OPTION: WEST ACCESS ROAD SIGNAGE PLAN 2 OF 2

WEST ACCESS ROAD SIGNAGE PLAN

CONTRACT OPTION: WEST ACCESS ROAD CROSS SECTIONS 2 OF 2

WEST ACCESS ROAD CROSS SECTIONS 1 OF 2

WEST ACCESS ROAD TYPICAL CROSS SECTIONS 2 OF 2

WEST ACCESS ROAD TYPICAL CROSS SECTIONS 1 OF 2

RETAINING WALL PLAN AND PROFILE

CONTRACT OPTION: WEST ACCESS ROAD PLAN AND PROFILE STA 8+64.69 TO STA 17+25

CONTRACT OPTION: WEST ACCESS ROAD PLAN AND PROFILE STA 17+25 TO STA 23+72

WEST ACCESS ROAD PLAN AND PROFILE STA 23+72 TO STA 32+17

MOBILE HOME PARK LEVEE ACCESS ROAD CROSS SECTIONS

MOBILE HOME PARK LEVEE ACCESS ROAD TYPICAL SECTIONS AND DETAILS

MOBILE HOME PARK LEVEE ACCESS ROAD PLAN AND PROFILE

SIDE DRAIN AT EAST BANK PROTECTION 24 INCH DIA. RCP, STA. 37+85.20 PLAN AND PROFILE

SIDE DRAIN AT EAST DIAPHRAGM WALL 48 INCH DIA. RCP, STA. 36+67.35 PLAN AND PROFILE

SIDE DRAIN AT EAST DIAPHRAGM WALL 48 INCH DIA. RCP, STA. 32+56.91 PLAN AND PROFILE

LAYOUT PLAN PROTECTION WORK FOR EXISTING PIER GROUPS 4 AND 5

LAYOUT PLAN PROTECTION WORK FOR EXISTING PIER GROUPS 2 AND 3

PROTECTION FOR EXISTING PIER GROUP 5 PLAN AND PROFILE

PROTECTION FOR EXISTING PIER GROUP 4 PLAN AND PROFILE

PROTECTION FOR EXISTING PIER GROUP 3 PLAN AND PROFILE

PROTECTION FOR EXISTING PIER GROUP 2 PLAN AND PROFILE

PROTECTION FOR EXISTING PIER GROUPS PLAN

RIPRAP PROTECTION ON WEST ABUTMENT CROSS-SECTIONS AND TYPICAL SECTIONS

RIPRAP PROTECTION ON WEST ABUTMENT PLAN

WEST SIDE DRAINAGE DETAILS

PROTECTION ON WEST SIDE CROSS SECTIONS 2 OF 2

PROTECTION ON WEST SIDE CROSS SECTIONS 1 OF 2

PROTECTION ON WEST SIDE PLAN AND PROFILE

EAST ACCESS ROAD PLAN, PROFILE, AND TYPICAL SECTION

AREA A OF EAST SIDE TYPICAL SECTIONS AND DETAILS

PROTECTION ON EAST SIDE CROSS SECTIONS

EAST SIDE MISC. DETAILS

AREA B OF EAST SIDE FINISHED GRADE CONTOURS

AREA B OF EAST SIDE GRADING PLAN

AREA A OF EAST SIDE FINISHED GRADE CONTOURS

AREA A OF EAST SIDE PROFILES FOR LAYOUT LINES G1 AND G2

AREA A OF EAST SIDE GRADING PLAN

PROTECTION ON EAST SIDE PROFILE FOR CONTROL LINE E2

PROTECTION ON EAST SIDE PROFILE FOR CONTROL LINE E1

GEOMETRIC CONTROL CONTROL LINES E1 AND E2 EAST SIDE PROTECTION

PROTECTION ON EAST SIDE PLAN

PLAN FOR REMOVAL OF EXISTING BANK PROTECTION, AREA B OF EAST SIDE

PLAN FOR REMOVAL OF EXISTING RIPRAP, AREA A OF EAST SIDE

OVERALL PLAN

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

T E

D B

Y

C H

IE

F

D E

S

IG

N B

R A

N C

H

F

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E N

A M

E

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U .S

A R

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S

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S O

F E

N G

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E E

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N A R

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H A

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L -1

-R -0

INDEX TO CONTRACT DRAWINGS

FILE NO. TITLE SHEET NO.

T-2B

LANDSCAPE AND IRRIGATION

N / A

T

C

IS

N E

R O

S

T

C

IS

N E

R O

S

R

K W

A N

O

F

IN

D

E X T

O C

O N

T R

A C

T D

R A

W

IN

G S

B N

S F T -2

B .D

G N

MISCELLANEOUS

FILE NO. TITLE SHEET NO.

239/3866

239/3865

239/3864

239/3863

239/3862

239/3861

239/3860

239/3859

239/3858

239/3857

239/3856

239/3855

239/3854

239/3853

239/3852

239/3851

239/3850

239/3849

239/3848

239/3847

239/3846

239/3845

239/3844

239/3843

239/3842

GEOTECHNICAL

G-25

G-24

G-23

G-22

G-21

G-20

G-19

G-18

G-17

G-16

G-15

G-14

G-13

G-12

G-11

G-10

G-9

G-8

G-7

G-6

G-5

G-4

G-3

G-2

G-1

/3

239/3827

239/3826

239/3825

239/3824

239/3823

239/3822

239/3821

239/3820

239/3819

239/3818

239/3817

239/3816

239/3815

239/3814

239/3813

L-15

L-14

L-13

L-12

L-11

L-10

L-09

L-08

L-07

L-06

L-05

L-04

L-03

L-02

L-01

239/2909

ADDITIONAL CONTRACT OPTIONS

239/3841

239/3840

239/3839

239/3838

239/3837

239/3836

239/3835

239/3834

239/3833

239/3832

239/3831

239/3830

239/3829

239/3828

M-14

M-13

M-12

M-11

M-10

M-9

M-8

M-7

M-6

M-5

M-4

M-3

M-2

M-1

LOG OF BORING URS B-20 SHEETS 5 AND 6 OF 6 SHEETS

LOG OF BORING URS B-20 SHEETS 3 AND 4 OF 6 SHEETS

LOG OF BORING URS B-20 SHEETS 1 AND 2 OF 6 SHEETS

LOG OF BORING URS B-19 SHEETS 5 AND 6 OF 6 SHEETS

LOG OF BORING URS B-19 SHEETS 3 AND 4 OF 6 SHEETS

LOG OF BORING URS B-19 SHEETS 1 AND 2 OF 6 SHEETS

LOG OF BORING URS B-18 SHEETS 5 AND 6 OF 6 SHEETS

LOG OF BORING URS B-18 SHEETS 3 AND 4 OF 6 SHEETS

LOG OF BORING URS B-18 SHEETS 1 AND 2 OF 6 SHEETS

LOG OF BORING URS B-17 SHEET 5 OF 5 SHEETS

LOG OF BORING URS B-17 SHEETS 3 AND 4 OF 5 SHEETS

LOG OF BORING URS B-17 SHEETS 1 AND 2 OF 5 SHEETS

LOG OF BORING URS B-16 SHEETS 5 AND 6 OF 6 SHEETS

LOG OF BORING URS B-16 SHEETS 3 AND 4 OF 6 SHEETS

LOG OF BORING URS B-16 SHEETS 1 AND 2 OF 6 SHEETS

LOG OF BORING URS B-15 SHEETS 3 AND 4 OF 4 SHEETS

LOG OF BORING URS B-15 SHEETS 1 AND 2 OF 4 SHEETS

LOG OF BORING URS B-14 SHEETS 5 AND 6 OF 6 SHEETS

LOG OF BORING URS B-14 SHEETS 3 AND 4 OF 6 SHEETS

LOG OF BORING URS B-14 SHEETS 1 AND 2 OF 6 SHEETS

LOG OF BORING URS B-13 SHEETS 5 AND 6 OF 6 SHEETS

LOG OF BORING URS B-13 SHEETS 3 AND 4 OF 6 SHEETS

LOG OF BORING URS B-13 SHEETS 1 AND 2 OF 6 SHEETS

KEY TO LOGS OF BORINGS

PLAN OF EXPLORATION

PERMANENT IRRIGATION DETAILS CONTRACT OPTION 2 OF 2

PERMANENT IRRIGATION DETAILS CONTRACT OPTION 1 OF 2

PERMANENT IRRIGATION PLAN CONTRACT OPTION 4 OF 4

PERMANENT IRRIGATION PLAN CONTRACT OPTION 3 OF 4

PERMANENT IRRIGATION PLAN CONTRACT OPTION 2 OF 4

PERMANENT IRRIGATION PLAN CONTRACT OPTION 1 OF 4

PERMANENT IRRIGATION LEGEND AND NOTES CONTRACT OPTION

LANDSCAPE DETAILS

LANDSCAPE NOTES

LANDSCAPE LEGEND

LANDSCAPE PLAN 4 OF 4

LANDSCAPE PLAN 3 OF 4

LANDSCAPE PLAN 2 OF 4

LANDSCAPE PLAN 1 OF 4

LANDSCAPE AND PERMANENT IRRIGATION PLAN INDEX

239/2995

ALISO CREEK BRIDGE CONTRACT OPTION

KNUCKLE FILL EXTENSION CONTRACT OPTION

GOLF COURSE IRRIGATION & ELECTRICAL UTILITY RELOCATION STANDARD DETAILS

GOLF COURSE IRRIGATION & ELECTRICAL UTILITY RELOCATION PLAN

CONSTRUCTION DETAILS STEEL PIPE GATE DETAILS

BOLLARD DETAILS

CONTRACT OPTION: GREEN RIVER GOLF CLUB ACCESS ROAD RECONSTRUCTION (STA. 12+80 TO STA. 14+00)

SURVEY MONUMENT, STATION MARKER AND MISCELLANEOUS DETAILS

CONTRACT OPTION: SIDE DRAIN NO. 12 INLET MODIFICATION

SIGNING AND STRIPING DETAIL 2

SIGNING AND STRIPING DETAIL 1

SOUND BARRIER WALL ELEVATIONS, SECTIONS AND DETAILS

SOUND BARRIER WALL LAYOUT

DOUBLE GATE, CHAIN LINK FENCING ELEVATION AND DETAILS

SINGLE PIPE GATE DETAILS

CABLE FENCING DETAIL

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

T E

D B

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C H

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F

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-R -0

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

R E

V

IS

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N S

D

IS

T R

IC

T F

IL

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B M

IT

T E

D B

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C H

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C

PP

MH

S

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E

G

GENERAL NOTES: ABBREVIATIONS

UTILITY CONTACTS

GENERAL LEGEND

AGGREGATE BASE COURSE

ABOUT

ASPHALT CONCRETEAC

ABT.

ABC

ADG AUTOMATIC DRAINAGE GATE

ADJUSTADJ.

AHD. AHEAD

ALT. ALTERNATE

APPROX. APPROXIMATE

BEGIN HORIZONTAL CURVEB.C.

BK.

B.V.C.

C.J.

CLR.

C.M.P.

CONT.

DBL.

DIA.

DIAG.

D/S

CLF

CORRUGATED METAL PIPE

CLEARANCE

BENCH MARK

INT.

JT.

LT.

L

HT.

G.L.

DECOMPOSED GRANITE

BACK

BEGIN VERTICAL CURVE

CONSTRUCTION JOINT

CHAIN LINK FENCE

CONTINUOUS

DOUBLE

DIAMETER

DIAGONAL

DOWNSTREAM

EA.

E.C.

EXIST.

EXP. JT.

EACH

END HORIZONTAL CURVE

EXISTING

EXPANSION JOINT

E.P.

F.G.

F.L./FL.

GRHOA

HORIZ.

LBS.

LSAR

MBG.

MFR

M.H.

MIN.

MISC.

NO.

OC

INV.

LOL

GRADE LINE

FINISHED GRADE

FLOW LINE

INVERT

HORIZONTAL

INTERSECTION

HEIGHT

JOINT

LAYOUT LINE

LENGTH

POUNDS

LEFT

LOWER SANTA ANA RIVER

MANHOLE

MISCELLANEOUS

MINIMUM

MANUFACTURER

NUMBER

REINF.

U/S

RT.

R.C.P.

R.C.B.

R

RET.

S.F.

TF

VERT.

SYMM.

SD

TYP.

T

TW

T&B

P.I.

P.T.

P.C.

P.C.C.

PVC

POB

POE

POINT OF INTERSECTION

POINT OF TANGENCY

POINT OF ENDING

POINT OF BEGINNING

PORTLAND CEMENT CONCRETE

POINT OF CURVATURE

REINFORCING

RIGHT

REINFORCED CONCRETE BOX

RETAINING

RIGHT-OF-WAY

REINFORCED CONCRETE PIPE

RADIUS

SQUARE FOOT

SYMMETRICAL

TANGENT

TOP AND BOTTOM

TYPICAL

TOP OF FOOTING

TOP OF WALL

VERTICAL POINT OF INTERSECTION

UPSTREAM

VERTICAL

OWNER'S ASSOCIATION

GREEN RIVER HOME

TCE

VPI

SIDE DRAIN

EASEMENT

TEMPORARY CONSTRUCTIONEASTE

METAL BEAM GUARD

MAX. MAXIMUM

MAINT. MAINTENACE

NORTHN

S SOUTH

SR-91 STATE ROUTE 91

VC VERTICAL CURVE

W WEST

BM

DG

DISPOSAL SITE: RIVERSIDE COUNTY

AND WATER CONSERVATION DISTRICT

RIVERSIDE COUNTY FLOOD CONTROL

CITY OF CORONA

METROPOLITAN WATER DISTRICT (MWD)

ORANGE COUNTY WATER DISTRICT (OCWD)

FRB (FRANK R. BOWERMAN) LANDFILL

PACIFIC TELEPHONE AND TELEGRAPH (PTT)

OLINDA LANDFILL

SOUTHERN CALIFORNIA GAS COMPANY (SCG)

UNDERGROUND SERVICE ALERT (USA)

SOUTHERN CALIFORNIA EDISON (SCE)

TIME WARNER CABLE

QUESTAR SOUTHERN TRAILS PIPELINE

SPRINT / NEXTEL

AT&T

TW TELECOM

GREEN RIVER HOME OWNER'S ASSOCIATION (GRHOA)

GREEN RIVER MOBILE HOME PARK JOANNE JAMES

JAYSON BENANTI

MALOUAMAUA TAVAESE

ROSEMARY HAMILL

LYNE DURRETT

DENTON JOHNSON

MILES COZETTE, JOHN MANARO

JEFF JENKS

CARLOS FLORES

JEFF SOUTHERN

KEVIN KONDRU

IAN MACINNES

DAVID YOUNGBLOOD

JOHN OSORNIA

JOANNE LEWIS

RICHARD SCHOOLEY (714) 567-6278

(951) 955-1299

(951) 279-3524

(951) 710-5570

(714) 647-3966

(714) 378-3200

(714) 666-5715

(949) 551-7102

(714) 986-2391

(909) 335-7851

(800) 422-4133

(909) 930-8540

(909) 975-3396

(801) 324-2400

(909) 873-8022

(925) 977-2413

(909) 456-3693

(951) 699-2918

(951) 737-7374

UTILITY POC

CENTERLINE

POWER POLE

MANHOLE

CENTERLINE

SOUNDWALL

EXISTING SEWER LINE

EXISTING WATER LINE

EXISTING ELECTRICAL LINE

EXISTING GAS LINE

FENCE

T-3

AS SHOWN

B N

S F T -3 .D

G N

A B

B R

E V

IA

T

IO

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N D U

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P.I.P. PROTECT IN PLACE

ALBERT MARTINEZ

R

K W

A N

W

D

IE

P

W

D

IE

P

G.S. GROUTED STONE

GRHE

HOUSING ESTATE

GREEN RIVER

NGVD

VERTICAL DATUM

NATIONAL GEODETIC

TEMPORARY CONSTRUCTION EASEMENT

RIGHT-OF-WAY/

EASEMENT

PERMANENT

UNO UNLESS NOTED OTHERWISE

(800) 435-1371UNDERGROUND OIL PIPELINE

M.H.P. MOBILE HOME PARK

ROAD

EL. ELEVATION

EDGE OF PAVEMENT

CONTROL DISTRICT (OCFCD)

ORANGE COUNTY FLOOD

ARIEL CORPUZ

MIKE DOOLEY (951) 809-4015

USACE US ARMY CORPS OF ENGINEERS

/3

CIP CAST-IN-PLACE CONCRETE

CL

LOC LOCATION

RD

SHT SHEET

THK THICK

(800) 832-5452BURLINGTON NORTHERN SANTA FE (BNSF) RAILWAY EMERGENCY

(800) 533-2891BURLINGTON NORTHERN SANTA FE (BNSF) RAILWAY DIG NOTIFICATION

TO THE PROJECT ON GOLF COURSE ACCESS DRIVEWAY THROUGH THE GREEN RIVER GOLF CLUB.

SEE SPECIFICATIONS FOR RESTRICTIONS FOR CONSTRUCTION VEHICLES OR EQUIPMENT ACCESS 9.

SURVEYS IN OCTOBER-NOVEMBER 2016.

2016 BY JOHNSON FRANK AND ASSOCIATES AND SUPPLEMENTED BY GOVERNMENT GROUND

TOPOGRAPHIC SURVEY FOR PROJECT IS BASED ON AERIAL SURVEY CONDUCTED IN SEPTEMBER 8.

SHALL NOTIFY UTILITY COMPANY OF ANY WORK IN THE VICINITY OF UTILITIES.

ALL UTILITY LOCATIONS ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD. CONTRACTOR 7.

SHALL BE REMOVED UNLESS OTHERWISE NOTED.

ALL OBSTRUCTIONS TO CONSTRUCTION WITHIN THE LIMITS OF THE PROJECT RIGHT OF WAY, 6.

DIMENSIONS SHOWN TO EXISTING STRUCTURES SHALL BE VERIFIED IN THE FIELD.5.

ALL DIMENSIONS IN PLAN ARE HORIZONTAL UNLESS OTHERWISE NOTED.4.

UNLESS OTHERWISE NOTED, CROSS SECTIONS ARE SHOWN LOOKING UPSTREAM.3.

CONTRACTING OFFICER.

SHALL BE AT THE EXPENSE OF THE CONTRACTOR WITH APPROVAL OF THE OWNER AND THE

RELOCATION DESIRED BY THE CONTRACTOR, OTHER THAN THAT NOTED ON THE DRAWINGS,

UNLESS OTHERWISE NOTED, EXISTING UTILITIES ARE TO REMAIN IN PLACE, ANY REMOVAL OR 2.

CLEARANCE ACCORDING TO TABLE 11-1 OF EM 385-1-1.

UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION EQUIPMENT SHALL MAINTAIN A MINIMUM 1.

CC CENTER TO CENTER

EACH WAYE.W.

OH OVERHEAD LINE

ON CENTER

R/W, ROW

GREEN RIVER GOLF CLUB (GRGC)

(909) 456-3647LEVEL 3 ROB FARRELL

TWA

AREA

TEMPORARY WORKING

CONTROL LINE OR CENTER LINE

E.V.C. END VERTICAL CURVE

E.S. EDGE OF SHOULDER

LOW POINTLP

HIGH POINTHP

PVI POINT OF VERTICAL INTERSECTION

PVT

POINT OF VERTICAL CURVATURE

POINT OF VERTICAL TANGENCY

G.B. GRADE BREAK

D E

S

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420 4

0 420

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PIPE

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0 430

430 430

430 430430430 430 4

430 430430

0 430

430430 430430

430430 430

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T E

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T E

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ASPH

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H

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435 435

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D E

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D E

N S

E V

E G

E T

A T

IO

N

D E

N S

E V

E G

E T

A T

IO

N

D E N S E V

E G E

TA

TI

O

N

D E

N S

E V

E G

E T

A T

IO

N

D E

N S

E V

E G

E T

A T

IO

N

D E

N S

E V

E G

E T

A T

IO

N

D E

N S

E V

E G

E T

A T

IO

N

D E

N S

E V

E G

E T

A T

IO

N

DENSE V

EGETATIO

N

DENSE V

EGETATIO

N

D E N S E V

E G E T A T

IO

N

DENSE

VEGETATI

ON

D E

N S

E V

E G

E T

A T

IO

N

D E

N S

E V

E G

E T

A T

IO

N

D E

N S

E V

E G

E T

A T

IO

N

DENSE V

EGETATIO

N

D E

N S

E V

E G

E T

A T

IO

N

D E

N S

E V

E G

E T

A T

IO

N

DENSE VEGETATION

DENSE V

EGETATIO

N

DENSE VEGETATION

DENSE V

EGETATIO

N

DENSE V

EGETATIO

N

DENSE V

EGETATIO

N

DENSE VEGETATION

H V

SANTA ANA RI

VER

ALISO CREEK BRIDGE

CONTRACT OPTION:

ACCESS

CONSTRUCTION

STA. 10+20 (SEE SHEET C-RE1)

RIGHT-OF-WAY STA. 10+00 TO

ACCESS ROAD INSIDE CALTRANS

MOBILE HOME PARK LEVEE

CONTRACT OPTION:

AND M-9)

(SEE SHEET T-8A

MONUMENTS

WELL

GOLF CLUB

GREEN RIVER

CONTRACT OPTION:

LOCATION

APPROXIMATE

MAINTENANCE YARD

GOLF CLUB

GREEN RIVER

EXISTING

#12 DROP INLET (SEE SHEET M-8)

CONTRACT OPTION: SIDE DRAIN

SEE SHEET M-10

RECONSTRUCTION

ACCESS DRIVEWAY

CONTRACT OPTION:

KNUCKLE FILL EXTENSION.

ACCESS DRIVEWAY

CONTRACT OPTION:

(SEE LANDSCAPE SHEETS)

GOLF COURSE RESTORATION

CONTRACT OPTION:

LEGEND

AS SHOWN

T-4

B N

S F T -4 .D

G N

G R E E

N R

IV

E R R

O A

D

MOBILE HOME PARK

GREEN RIVERHOUSING ESTATE

GREEN RIVER

FLOW

FLOW

CRESTRID

GE

PLAN

DRIVE

N

,0

N

,0

N

,0

E 1,571,000

N

R A

IL

R O

A D

B N

S F

S T A T E R

O U T E 91 (S

R -91)

200610

GENERAL NOTES :

SANTA ANA RIVER

SANTA ANA RIVER

E 1,572,000

BR 30.2

BRIDGE

BNSF

200610

GOLF COURSE

GREEN RIVER

B N S F

R A

IL

R O

A D

LOCATION

PROJECT

BRIDGE

/3

CLUB HOUSE

GOLF CLUB

GREEN RIVER

EXISTING

LOCATION OF EXIST. SURVEY CONTROL POINT NO.

F L O

W

A L

IS

O C

R E

E K

C O

N T

R A

C T O

P T

IO

N S

A N

D

S U

R V

E Y C

O N

T R

O L M

O N

U M

E N

T S

NTS

GROUND SURVEYS IN OCTOBER - NOVEMBER 2016.

AND ASSOCIATES AND SUPPLEMENTED BY GOVERNMENT

SURVEY CONDUCTED IN SEPTEMBER 2016 BY JOHNSON FRANK

TOPOGRAPHIC SURVEY FOR PROJECT IS BASED ON AERIAL 4.

ELEV.

FORMULA: LOCAL PROJECT DATUM ELEV. +2.285 SFT = NAVD 88

THE EXISTING LOCAL (NGVD 29) ELEVATION.

CONVERTED TO NAVD 88, IT IS NECESSARY TO ADD 2.285 SFT TO

THEREFORE, IF LOCAL PROJECT ELEVATION NEEDS TO BE

PROJECT DATUM (NGVD 29) AND NAVD 88 IS 2.285 SFT;

CONTROL POINT PBA-12. THE DIFFERENCE BETWEEN THE LOCAL

ELEVATION IS 558.770 SFT AND WAS ESTABLISHED FROM

IS 561.055 SFT. THE LOCAL PROJECT DATUM (NGVD 29)

PROJECT. THE NAVD 88 ELEVATION FOR NGS BENCHMARK K 1305

DX3499) WAS USED TO ESTABLISH NAVD 88 ELEVATION FOR THIS

NATIONAL GEODETIC SURVEY (NGS) BENCHMARK K 1305 (PID 3

ARE NOT ALL SHOWN ON PLAN.

PRIMARY AND LOCAL CONTROL POINTS STATED IN TABLE ABOVE 2.

OF 1929 (NGVD 29). UNIT OF MEASUREMENT IN U.S. SURVEY FEET

CONTROL IS BASED ON NATIONAL GEODETIC VERTICAL DATUM

OF 1927 (NAD27) CALIFORNIA LAMBERT ZONE 6. VERTICAL

HORIZONTAL CONTROL IS BASED ON NORTH AMERICAN DATUM 1.

W

D

IE

P

W

D

IE

P

CONTRACT OPTION: WELL MONUMENTS

R

K W

A N

ACCESS DRIVEWAY

GOLF CLUB

GREEN RIVER

PRIMARY AND LOCAL SURVEY CONTROL POINTS

ELEVATIONEASTINGNORTHINGNUMBER DESCRIPTION

CONTROL

LOCAL

VERIFIED

CONTROL

PRIMARY

3" BRASS DISK

3" ALUMINIUM DISK

3" ALUMINIUM DISK

3" ALUMINIUM DISK

3" ALUMINIUM DISK

3" ALUMINIUM DISK

3" ALUMINIUM DISK

3" ALUMINIUM DISK

3" ALUMINIUM DISK

3" ALUMINIUM DISK

3" BRASS DISK

3" BRASS DISK

2" BRASS DISK

2" BRASS DISK

3" BRASS DISK

GEAR SPIKE AND WASHER

MAG NAIL AND WASHER

GEAR SPIKE AND WASHER

GEAR SPIKE AND WASHER

GEAR SPIKE AND WASHER

MAG NAIL AND WASHER

BRASS ROD AND CAP

1 1/2" COPPER WELD

1 1/2" COPPER WELD

625,840.92

624,860.25

624,725.74

625,178.95

625,599.92

625,701.77

625,396.18

624,958.88

625,258.41

624,802.83

623,739.80

623,777.97

622,102.07

622,720.87

627,339.61

624,693.95

624,166.51

623,307.82

622,674.91

623,626.37

625,581.93

624,133.81

630,847.35

629,570.50

1,570,360.53

1,569,816.08

1,569,685.83

1,569,834.47

1,569,910.18

1,570,478.24

1,570,254.80

1,570,278.32

1,570,414.15

1,570,391.70

1,570,396.09

1,570,338.40

1,554,046.41

1,557,504.00

1,570,791.59

1,571,540.32

1,570,397.11

1,570,166.30

1,568,504.68

1,568,087.85

1,571,949.65

1,568,092.63

1,584,476.78

1,581,061.36

439.17

422.37

425.04

425.04

424.37

457.62

428.18

426.39

433.72

433.04

431.91

431.31

366.19

378.23

445.76

440.66

432.43

471.92

423.45

482.22

511.91

452.68

528.53

530.50

BNSF2017-12

BNSF2017-11

BNSF2017-10

BNSF2017-09

BNSF2017-08

BNSF2017-07

BNSF2017-06

BNSF2017-05

BNSF2017-04

BNSF2017-03

BNSF2017-02

BNSF2017-01

LSAR 3

LSAR 2

LSAR 1

201610

201606

201603

201602

201601

200610

200606

PBA-014

PBA-012

NETWORK

CONTROL

MONITORING

BNSF BRIDGE

WEST ACCESS ROAD

CONTRACT OPTION:

BNSF ROW

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

T E

D B

Y

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IE

F

D E

S

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E

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SHEET

U .S

A R

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6/29/2017Plot Date:

R

IV

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S

ID

E C

O U

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Y

C A

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IF

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A

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ID

G E P

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A N

T A A

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IV

E

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H A

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A C

H

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E

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IN

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E

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L -1

-R -0

AS SHOWN

B N

S F T -9 .D

G N

T-7

62A

62B

62C

73A

73B

74D

74E

625,157.26

NORTHING EASTING

6''

6''

8''

8''

8''

16''

16''

16''

16''

16''

16''

10''

10''

10''

424.21

79B

79D

79E

82A

COORDINATES

OWNER

FACILITY

DESCRIPTION

FACILITY

1,569,828.70

PVC PIPE

PVC PIPE

CAST IRON PIPE

CAST IRON PIPE

CAST IRON PIPE

STEEL PIPE

STEEL PIPE

STEEL PIPE

POLYETHYLENE PIPE

STEEL PIPE

STEEL PIPE

STEEL PIPE

STEEL PIPE

STEEL PIPE

STEEL PIPE

POLYETHYLENE PIPE

POLYETHYLENE PIPE

CONC. ENCASEMENT

CONC. ENCASEMENT

STEEL PIPE

STEEL PIPE

STEEL PIPE

REINF. CONC. PIPE

REINF. CONC. PIPE

REINF. CONC. PIPE

LEVEL 3

LEVEL 3

LEVEL 3

LEVEL 3

LEVEL 3

LEVEL 3

LEVEL 3

LEVEL 3

LEVEL 3

SPRINT

SPRINT

CITY OF CORONA

CITY OF CORONA

NUMBER

POTHOLE

SEE COMMENT

OF FACILITY

ELEVATION

TOP

UTILITY LINE

SIZE OF

10 - 1.25'' CONDUITS

8 - 1.25'' CONDUITS

SEE COMMENT

28'' WIDE

30'' WIDE

10''

10''

10''

5''

5''

24''

24''

24''

7 3/8'' WIRES

CONDUITS IN A 10'' STEEL HALF PIPE

FOUND A NUMBER OF 1.25'' POLYETHYLENE

PVC PIPE, FORCED MAIN

PVC PIPE, FORCED MAIN

W

D

IE

P

W

D

IE

P

R

K W

A N

COMMENTS

GOLF COURSE WATER

GOLF COURSE WATER

GOLF COURSE WATER

GOLF COURSE WATER

GOLF COURSE WATER

QUESTAR GAS

QUESTAR GAS

QUESTAR GAS

QUESTAR GAS

QUESTAR GAS

QUESTAR GAS

/3

GOLF COURSE POWER

GREEN RIVER HOA

GREEN RIVER HOA

GREEN RIVER HOA

BRIDGE PILE CAPBN&SF

N/A

BN&SF BRIDGE PILE CAP N/A

BN&SF BRIDGE PILE CAP N/A

BN&SF BRIDGE PILE CAP N/A

BN&SF BRIDGE PILE CAP N/A

BN&SF BRIDGE PILE CAP N/A

BN&SF BRIDGE PILE CAP N/A

BN&SF BRIDGE PILE CAP N/A

BN&SF BRIDGE PILE CAP N/A

BN&SF BRIDGE PILE CAP N/A

NOTE:

IS BASED ON THE SURVEY REPORT DATED: JANUARY 2015 BY AZTEC.

1: THE POTHOLING INFORMATION FOR EXISTING UTILITIES

IS BASED ON THE REPORT DATED: APRIL 2017 BY URS.

2: POTHOLING INFORMATION FOR EXISTING PILE CAPS

P O

T H

O L

IN

G D

A T

A S

U M

M A

R Y

E X

IS

T

IN

G U

T

IL

IT

IE

S

421.98625,158.74

625,000.14 429.35

625,131.40 421.56

624,907.36 424.49

624,945.47 425.38

625,062.29 418.21

625,162.67 418.74

625,368.43 418.63

625,483.51 421.95

625,547.81 426.13

625,612.92 428.31

625,588.91 429.96

625,523.76 430.16

625,520.17 430.88

625,517.44 430.01

625,497.89 417.35

625,579.48 432.36

625,478.37 427.07

625,493.57 414.74

417.71625,071.18

625,071.18 417.71

625,081.85 414.22

625,706.52 432.03

625,459.24 423.08

625,468.36 422.95

625,707.30 N/A

625,703.75 431.661,570,346.75

1,570,368.26

1,570,319.94

1,570,267.77

1,570,272.01

1,569,652.18

1,569,636.17

1,569,636.17

1,570,332.05

1,570,521.54

1,570,373.40

1,570,380.52

1,570,416.10

1,570,420.90

1,570,427.91

1,570,517.56

1,570,492.44

1,570,380.57

1,570,268.16

1,570,236.58

1,570,237.08

1,569,842.10

1,569,845.77

1,569,837.30

1,569,836.35

1,569,935.42

1,570,236.68

625,140.10

625,147.91

625,169.38

625,228.48

625,201.54

625,227.19

1,570,032.56

1,570,119.73

1,570,121.55

1,570,099.76

1,570,113.72

1,570,101.69

1,570,032.53

1,570,026.51

1,570,014.15

625,194.06

625,206.70

625,223.93

625,176.47

1,570,094.29

404.44

404.35

404.53

407.50

407.24

407.30

407.57

406.99

411.41

411.03

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160180

179 177

ESTATES

HOUSING

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CHADWICK RD.

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(S R -9

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SANTA ANA RIVER

GOLF COURSE

GREEN RIVER

GOLF COURSE

GREEN RIVER

MOBILE HOME PARK

GREEN RIVER

L

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PLAN

0100 100 200 FT

SCALE: 1'' = 100'

N

BR 30.2

BRIDGE

BNSF

EASEMENT

PERMANENT

EASEMENT

PERMANENT

RIVER

SANTA ANA

EASEMENT

PERMANENT

EASEMENT

PERMANENT

EASEMENT

PERMANENT

XXX

XXX COORDINATE POINT FOR PERMANENT EASEMENT

LEGENDNOTES:

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EASEMENT

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CONTRACT

NOT IN

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NOT IN CONTRACT

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ROW

BNSF

ROW

BNSF

XXX COORDINATE POINT FOR CONTRACTOR STAGING AND STOCKPILE AREA

TCE/TWA

TCE/TWA

TCE/TWA

TCE/TWA

TCE/TWA

TCE/TWA

TCE/TWA

COORDINATE POINT FOR TEMPORARY CONSTRUCTION EASEMENT/TEMPORARY WORKING AREA

DRIVEWAY

COURSE ACCESS

GREEN RIVER GOLF

EASEMENT

PERMANENT

PATHWAY

ACCESS

TEMPORARY

RIVER GOLF COURSE.

INSTALLATION OF THE MONUMENTS WILL BE COORDINATED AND APPROVED BY GREEN

PATHWAYS WILL BE P.I.P. OR RESTORED IF DAMAGED. FINAL CONSTRUCTION ACCESS FOR

MONUMENTS. EXISTING TURF AND IRRIGATION AS WELL AS THE DIRT ROAD ALONG THE

3. NO NEW ACCESS ROAD WILL BE CONSTRUCTED ALONG THE PATHWAYS BETWEEN

DIMINISH THE CONTRACTOR'S WORK AREA LIMITS.

PURPOSES AND REFLECTED ON THE AS-BUILTS. ADJUSTMENT OF BOUNDAIRES WILL NOT

ADJUSTED BY USACE DURING CONSTRUCTION FOR REAL ESTATE DOCUMENTATION

2. PERMANENT EASEMENT BOUNDARIES SHOWN ON THE GREEN RIVER GOLF COURSE WILL BE

1. SEE SHEET T-9 FOR TABLE OF COORDINATES REGARDING PROJECT EASEMENTS.

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LEGEND

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CONTRACT OPTION: GREEN RIVER GOLF CLUB SURVEY MONUMENTS

RIVER GOLF COURSE.

INSTALLATION OF THE MONUMENTS WILL BE COORDINATED AND APPROVED BY GREEN

PATHWAYS WILL BE P.I.P. OR RESTORED IF DAMAGED. FINAL CONSTRUCTION ACCESS FOR

MONUMENTS. EXISTING TURF AND IRRIGATION AS WELL AS THE DIRT ROAD ALONG THE

3. NO NEW ACCESS ROAD WILL BE CONSTRUCTED ALONG THE PATHWAYS BETWEEN

AREA LIMITS.

PURPOSES. ADJUSTMENT OF BOUNDAIRES WILL NOT DIMINISH THE CONTRACTOR'S WORK

ADJUSTED BY USACE DURING CONSTRUCTION FOR REAL ESTATE DOCUMENTATION

2. PERMANENT EASEMENT BOUNDARIES SHOWN ON THE GREEN RIVER GOLF COURSE WILL BE

1. SEE SHEET T-9 FOR TABLE OF COORDINATES REGARDING PROJECT EASEMENTS.

PATHWAY

ACCESS

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AS SHOWN

624,602.13

625,053.00

625,113.11

624,724.26

624,726.63

625,277.48

625,522.09

625,546.39

625,368.33

625,352.48

625,461.95

625,643.26

625,704.46

625,754.67

625,697.74

625,770.16

625,743.51

625,903.19

625,550.42

624,965.32

624,942.20

624,902.94

624,791.46

624,747.62

1,569,943.41

1,570,078.50

1,570,182.42

1,570,274.96

1,570,404.94

1,570,436.35

1,570,859.84

1,570,845.81

1,570,536.90

1,570,483.85

1,570,421.91

1,570,645.16

1,570,751.91

1,570,722.91

1,570,624.31

1,570,599.78

1,570,560.04

1,570,541.86

1,570,245.93

1,570,179.32

1,569,435.25

1,569,456.46

1,569,491.89

1,569,534.12

1,569,550.55

PERMANENT EASEMENT

POINT NORTHING EASTING

625,825.41 1,570,682.24

POINT NORTHING EASTING

F O

R P

R O J E

C T E

A S

E M

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T S

T A

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S F T -9 .D

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T-9

625,426.00 1,569,661.35

625,171.32 1,569,613.51

R

K W

A N

1,569,660.53624,659.42

623,734.52 1,570,404.94

1,570,267.69623,753.79

1,570,198.56623,746.18

623,582.63 1,570,533.00

1,570,671.03

623,705.57 1,570,668.15

623,720.53 1,570,667.87

1,570,432.28623,776.20

125A 625,385.56 1,569,894.43

W

D

IE

P S

B A

IK

A

H A

R R

IS

S

B A

IK

623,679.79

623,743.81 1,570,176.98

623,612.56 1,570,182.92

623,506.49 1,570,262.86150A

125B

125C

125D

1,569,902.66625,420.45

625,435.37 1,569,839.39

625,386.71 1,569,827.92

141A

625,052.08 1,569,372.58

144A

151A 623,593.01 1,570,569.83

152A

625,886.31 1,570,403.95

625,724.18 1,570,373.69

625,766.06 1,570,445.24

120A 625,730.49 1,570,466.82

PERMANENT EASEMENT

POINT NORTHING EASTING

625,603.92 1,569,914.89

625,670.87 1,569,915.27

163 625,907.94 1,569,959.58

1,570,027.26626,494.55

627,014.49 1,569,846.28

627,028.65 1,569,851.24

1,570,194.34626,908.36

626,490.54 1,570,041.77

626,333.48 1,570,017.18

1,569,993.09626,037.28

177 625,905.83 1,569,974.44

178 625,668.38 1,569,930.07

625,602.43 1,569,930.17

625,427.37 1,569,873.31

180 625,423.94 1,569,887.85

626,039.39 1,569,978.24

1,569,654.03626,097.32

1,569,656.67626,112.08

626,054.37 1,569,979.70

1,570,175.04626,899.23

626,335.24 1,570,002.27

NOT USED NOT USED

NOT USED NOT USED

NOT USED NOT USED

NOT USED NOT USED

NOT USED NOT USED

NOT USED NOT USED

/3

POINT NORTHING EASTING

301 624,583.20 1,570,036.90

626,602.13 1,569,943.41

STAGING AND STOCKPILING*

COORDINATES

222, AND 223 FOR ADDITIONAL

213, 214, 215, 216, 217, 218, 219, 220, 221, *REFER TO POINTS 209, 210, 211, 211A, 212, 302 623,790.83 1,569,839.48

NOT USEDNOT USED

NOT USEDNOT USED

NOT USEDNOT USED

NOT USEDNOT USED

NOT USEDNOT USED

NOT USEDNOT USED

NOT USEDNOT USED

NOT USEDNOT USED

NOT USEDNOT USED

NOT USEDNOT USED

NOT USED NOT USED

625,773.445

1,570,599.78625,770.16

625,754.67 1,570,722.91

TEMPORARY WORKING AREA

TEMPORARY CONSTRUCTION EASEMENT

POINT NORTHING EASTING

1,569,915.05625,632.10248

247 625,637.05 1,569,893.94

1,569,881.16625,582.59246

625,576.21 1,569,908.37

NOT USEDNOT USED

NOT USEDNOT USED

NOT USEDNOT USED

NOT USEDNOT USED

TEMPORARY WORKING AREA

TEMPORARY CONSTRUCTION EASEMENT

POINT NORTHING EASTING

625,903.19

625,910.66

625,653.27

625,586.56

625,602.43

1,570,245.93

1,570,177.61

1,570,127.45

1,570,012.18

1,569,930.17

625,423.94 1,569,887.85

TEMPORARY WORKING AREA

TEMPORARY CONSTRUCTION EASEMENT

POINT NORTHING EASTING

623,517.08 1,569,217.29

1,569,216.43623,453.26

623,496.94 1,569,295.95

623,502.06 1,569,374.35

623,408.01 1,569,680.29

623,542.55 1,569,418.21

1,570,150.68623,331.44

623,462.26 1,570,001.55

623,480.97 1,569,935.01

623,478.74 1,569,710.84

623,371.31 1,569,997.33

623,288.56 1,570,066.83

623,412.30 1,569,899.83

TEMPORARY WORKING AREA

TEMPORARY CONSTRUCTION EASEMENT

POINT NORTHING EASTING

209*

210*

211*

212*

213*

214*

215*

216*

623,735.04

623,560.42

623,383.57

1,569,722.52

1,570,096.98

1,570,244.27

623,612.56 1,570,182.92

623,743.81 1,570,176.98

623,746.18 1,570,198.56

623,862.06 1,570,177.59

624,015.37 1,570,180.11

220*

219*

218*

217* 624,077.83 1,570,194.63

624,258.91 1,570,199.68

1,570,239.36624,508.84

222*

221*

223*

624,724.26 1,570,274.96

623,506.49 1,570,262.86

624,726.63 1,570,404.94

211A*

CONTRACTOR STAGING AND STOCKPILING

*COORDINATE POINTS TO BE USED FOR

624,505.94 1,569,914.59

623,582.63 1,570,533.00

TEMPORARY WORKING AREA

TEMPORARY CONSTRUCTION EASEMENT

625,113.11 1,570,182.42

625,053.00 1,570,078.50

624,824.09 1,569,682.74

624,709.50 1,569,683.90

624,280.01 1,569,571.11

624,440.45 1,569,596.98

624,652.28 1,569,695.82

1,569,537.49624,291.37

623,663.15 1,569,203.99

623,667.86 1,569,253.57

624,450.84 1,569,563.20

623,509.15 1,569,236.49

NOT USED NOT USED

NOT USED NOT USED

NOT USED NOT USED

NOT USED NOT USED

NOT USED NOT USED

NOT USED NOT USED

623,663.15 1,569,203.99

NOT USED NOT USED

623,542.55 1,569,418.21

623,509.15 1,569,236.49

NOTES:

AREA LIMITS.

PURPOSES. ADJUSTMENT OF BOUNDAIRES WILL NOT DIMINISH THE CONTRACTOR'S WORK

ADJUSTED BY USACE DURING CONSTRUCTION FOR REAL ESTATE DOCUMENTATION

1. PERMANENT EASEMENT BOUNDARIES SHOWN ON THE GREEN RIVER GOLF COURSE WILL BE

Composite, BNSF_T-4.dgn, Model Space

BNSF_T-5.dgn, Model Space

BNSF_T-6.dgn, Model Space

BNSF_T-8.dgn, Model Space

BNSF_T-8A.dgn, Model Space