B08 - IFB Atch 2 - Drawings.pdf

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10174593_G001CS

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

XXXXXX-XX-X-XXXX

WXXXXX-XX-X-XXX

VOLUME #

SACRAMENTO DISTRICT

of Engineers

US Army Corps

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G001G001

CONCORD, CALIFORNIA

CONCORD, CALIFORNIA

REPAIR RAIL CURVES & T-1 BRIDGE RAIL & CATWALK

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5 MAY 2021

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NALCIVILENG

IN

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E-11488

MCCUNE

ADAM M.

STATEOFNEBRASKA

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GI002

SHEET ID DESCRIPTION

G-001

GI002

GI003

ABBREVIATIONSGI004

VICINITY MAP AND LOCATION PLAN

C-101

CD100

CD101

CD102

BASE BID: DEMOLITION PLAN - CURVE 17CD103

CD104

CP105 to CP108

CP109

CP110

CP111

CP501 ROADWAY TYPICAL SECTIONS

CT100

CT104

CT110

CT301 to CT312 BASE BID: TRACK - CROSS SECTIONS

CT313

RAILROAD TYPICAL SECTIONS

RAIL, SPIKE, TIE PLATE AND TRACK LAYOUT DETAILS

JOINT BAR AND INSULATED JOINT DETAILS

CT504

NO. 8 TURNOUT DETAILS

CT505

TURNOUT LAYOUT AND SPIKING DETAILS

CT506

TURNOUT WALKWAY DETAILS

CT507

CT508

CT509

NO. 9 TURNOUT DETAILS

CT600 - CT602 TRACK GEOMETRIC TABLES

CU300 - CU302

CU303 CULVERT SCHEDULE

ST001 QUANTITIES & NOTES

ST101 to ST103 GENERAL LAYOUT PLAN

ST104 TIE LAYOUT PLAN - TYPICAL 40' SPAN

ST105 TIE LAYOUT PLAN - 26

ST106 TIE LAYOUT PLAN - SPAN 27

ST107 TIE LAYOUT PLAN - SPAN 28

ST108 TIE LAYOUT PLAN - SPAN 29

ST109 TIE LAYOUT PLAN - SPAN 30

ST110 TIE LAYOUT PLAN - SPAN 31

ST111 TIE LAYOUT PLAN - SPAN 42

ST112 TIE LAYOUT PLAN - SPAN 43

ST113 TIE LAYOUT PLAN - SPAN 44

ST114 TIE LAYOUT PLAN - SPAN 45

ST115 TIE LAYOUT PLAN - SPAN 46

ST301 TYPICAL SECTIONS

ST501 HANDRAIL INSTALLATION DETAILS

ST502 TIE DETAILS

ST503 MISCELLANEOUS STEEL DETAILS

SHEET ID DESCRIPTION

BASE BID: DEMOLITION PLAN - CURVE 3

CT101

CP102

CP103

CP104

CP101

CT109

CT108

CT107

CT106

CT102

CT103

CT105

CT510

ROADWAY GEOMETRIC TABLESCP600 to CP602

ROADWAY CROSSING DETAILS

CT501 to CT503

CT511

BASE BID: ROADWAY - PLAN & PROFILE - CURVE 13-16 JOHNSON ROAD

COVER SHEET

PROJECT INDEX

GI005

GENERAL NOTES AND LEGEND

BASE BID: DEMOLITION PLAN - CURVES 1 AND 2

BASE BID: DEMOLITION PLAN - CURVES 13, 14, 15 AND 16

BASE BID: TRACK - PLAN & PROFILE - CURVES 1 AND 2

BASE BID: TRACK - PLAN & PROFILE - CURVE 3

BASE BID: TRACK - PLAN & PROFILES - LADDER FOR CURVES 13, 14, 15 AND 16

BASE BID: TRACK - PLAN & PROFILE - CURVE 13

BASE BID: TRACK - PLAN & PROFILE - CURVE 14

BASE BID: TRACK - PLAN & PROFILE - CURVE 15

BASE BID: TRACK - PLAN & PROFILE - CURVE 16

BASE BID: TRACK - PLAN & PROFILE - CURVE 17

BASE BID: TRACK - PLAN & PROFILE - CURVE 17

BASE BID: TRACK - PLAN & PROFILE - CURVE 17 CONNECTION

BASE BID: ROADWAY - PLAN & PROFILE - CURVE 3 - ACCESS ROAD

BASE BID: ROADWAY - PLAN - CURVE 3 - JACKSON ROAD

BASE BID: ROADWAY - PROFILE - CURVE 3 - JACKSON ROAD

BASE BID: ROADWAY - PLAN & PROFILE - CURVE 3 - MOORE ROAD

BASE BID: ROADWAY - PLAN & PROFILE - CURVE 15 - HOLMES ROAD

BASE BID: ROADWAY - PLAN & PROFILE - CURVE 16 - PICKETT ROAD

BASE BID: ROADWAY - PLAN & PROFILE - CURVE 17 - BROWN ROAD

BASE BID: CULVERT - CROSS SECTIONS

CONCRETE RAILROAD GRADE CROSSING DETAILS

PROJECT SITE PLANC-102

PROJECT LOCATION AND VICINITY MAP

BASE BID: DEMOLITION PLAN - CURVES 7 AND 8

BASE BID: TRACK - PLAN & PROFILE - CURVES 7 AND 8

BASE BID: TRACK - CROSS SECTIONS

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GENERAL NOTES:

SS

W

WD WD

PIV PIV

MTMT

22 12

772772

US US

A

A

SD SD

G G

GAS MAIN GAS MAIN

FWFW

M

UGE

X

S

WATERLINE

SANITARY SEWER

CURB INLET

AREA INLET

FIRE HYDRANT

OR SERVICE STOP & BOX

BUILDINGS

ROADS

CURB & GUTTER

WALKS

CULVERT

STORM DRAIN

WASTE DRAIN

POST INDICATOR VALVE

CONTOURS

SPOT GRADE ELEVATIONS

DIRECTION OF DRAINAGE

SUBDRAIN

SUBDRAIN OUTLET LINE

DRILL HOLE

UNDERGROUND STEAM SUPPLY

GATE VALVE & VALVE BOX

DEPENDING ON TYPE OF UTILITY LINE

MANHOLE SELF EXPLANATORY

PROPERTY LINE MONUMENT

FIRE PROTECTION WATERLINE

GAS

GAS MAIN

GAS METER

UTILITY LINE CONTINUES

TRAIL

FLAME RANGE PIT

RANGE FEATURE

TRANSFORMER

SILT FENCE

WATER

DITCH

GAS

SANITARY SEWER

OVERHEAD ELEC

UNDERGROUND ELEC

FENCE

TREE LINE

ELEC. MANHOLE

FIRE HYDRANT

GAS VALVE

POWER POLE

POWERPOLE W/ST. LIGHT

STORM DRAIN

STREET LIGHT

TREE

WATER VALVE

GUY

MARKER SIGN

GAS METER

TELEPHONE MANHOLE

WATER METER

REBAR MARKER

CHISELED MARKER

DRILL HOLE

COMMUNICATIONS

SURVEY MONUMENT

STORM DRAIN

SURVEY LEGEND

CIVIL LEGEND

EXISTING PROPOSED

SYMBOL IDENTIFICATION

DETAIL NUMBER

PARTITION NO.

WHERE DETAIL IS TAKEN

SHEET NUMBER OF DWG.

LEVEL LINE

DOOR NO.

ROOM & AREA NO.

WINDOW TYPE

LOUVER TYPE

INTERIOR VIEW NUMBER

EXTERIOR VIEW LETTER

DETAIL IS SHOWN

SHEET NUMBER OF DWG. WHERE

WHERE VIEW IS TAKEN

SHEET NUMBER OF DWG.

VIEW IS SHOWN

SHEET NUMBER OF DWG. WHERE

WHERE VIEW IS TAKEN

SHEET NUMBER OF DWG.

VIEW IS SHOWN

SHEET NUMBER OF DWG. WHERE

SECTION IS SHOWN

SHEET NUMBER OF DWG. WHERE

WHERE SECTION IS TAKEN

SHEET NUMBER OF DWG.

SECTION LETTER

POWER POLE W/TRANSFORMER

SANITARY SEWER MANHOLE

TELEPHONE JUNCTION BOX

CRUSHED ROCK ROADWAY SURFACING

GRAVEL WALKWAY SURFACING

SITE INFORMATION \ WARNING SIGN

FLARED END SECTIONFES

A2 A5

A

A2 A5

A2 A5

B

B

A5A2

T

GV

GM

WM

SD

S

T

WV

EM

FH

WATER

GAS

SANITARY

FIBER / COMMUNICATIONS

STORM

A N

D L

E G

E N

D

W

M

TURNOUT (HAND-THROW)

RAIL LEGEND

PROPOSED MAIN TRACK (BASE BID - RELAY WITH 115RE RAIL)

EXISTING TRACK (BID OPTIONS/NO WORK)SURVEY NOTES:

CONVERT ANY GROUND DISTANCE TO GRID DISTANCE, MULTIPLY BY 0.99994762.

3. ALL POINTS AND DIMENSIONS SHOWN ON THIS DRAWING ARE GROUND MEASUREMENTS, TO

ELEVATION = 8.5 (NAVD 88 DATUM)

51454 L TIDAL, POINT 105 IN DRAWING AND LABELED BENCHMARK.

2. THE BENCHMARK FOR THIS SURVEY IS AN NGS CONTROL POINT, PID AE7867, DESIGNATED 541

1202.55 (GROUND AND MEASURED)

N 36° 55' 33" W 1202.48' (GRID)

THE BEARING AND DISTANCE BETWEEN THESE TWO CONTROL POINTS IS:

2.PID AH7472, DESIGNATED 941 5144 H TIDAL, POINT 108 IN DRAWING

1.PID AE7867, DESIGNATED 941 5144 J TIDAL, POINT 105 IN DRAWING

CONTROL POINTS:

COORDINATE SYSTEM, ZONE 3, AS ESTABLISHED BETWEEN THE FOLLOWING TWO (2) NGS

1. THE BASIS OF BEARINGS FOR THIS SURVEY IS GRID NORTH PER CALIFORNIA STATE PLANE

EXISTING TRACK TO BE REMOVED

LIMITS OF CONSTRUCTION

NEW AGGREGATE/ASPHALT PAVEMENT

MILL AND RESURFACE ASPHALT PAVEMENT

ADDITIONAL PAYMENT SHALL BE MADE BY THE GOVERNMENT.

CONSTRUCTION. THESE ITEMS WILL BE RESTORED AT THE CONTRACTOR'S COST AND NO

GUTTERS, AND RAILROAD FEATURES IF DAMAGED, MODIFIED, OR ALTERED AS A RESULT OF

16. THE CONTRACTOR SHALL RESTORE ALL UTILITY ITEMS, PAVEMENTS, SIGNS, CURBS,

SECTION 34 11 00 RAILROAD TRACK AND ACCESSORIES.

FOR CONSTRUCTION IF IT MEETS THE APPLICABLE REQUIREMENTS IN SPECIFICATION

15. EXISTING RAIL TRACK MATERIAL REMOVED AS PART OF CONSTRUCTION MAY BE RE-USED

SPECIFICATION SECTION 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS.

ADJACENT TO PROPOSED WORK AREAS SHALL BE IDENTIFIED WITH FENCING PER

14. NO WORK SHALL BE PERMITTED WITHIN EXISTING WETLAND AREAS. WETLAND AREAS

COMPENSATION SHALL BE MADE FOR SUCH WORK.

REQUIRED TO OCCUR OUTSIDE OF REGULAR WORK HOURS AND NO SEPARATE

MINIMUM OF 30 DAYS PRIOR TO THE PROPOSED DISRUPTION. UTILITY OUTAGES MAY BE

CONTRACTOR SHALL COORDINATE ANY POTENTIAL UTILITY OUTAGES WITH THE COR A

13. UTILITY SERVICES SHALL NOT BE DISRUPTED WITHOUT AUTHORIZATION FROM THE COR. THE

PAYMENT SHALL BE MADE.

ROUTES AND/OR PHASED CROSSING CONSTRUCTION IS INCIDENTAL AND NO SEPARATE

LANE OF TRAFFIC THROUGH THE CONSTRUCTION AREA. EFFORT RELATED TO DETOUR

EXISTS THE CROSSING SHALL BE CONSTRUCTED IN PHASES SO AS TO MAINTAIN AT LEAST 1

MAINTAINED THROUGH THE DURATION OF THE WORK. WHERE NO FEASIBLE DETOUR ROUTE

SHALL BE SUBMITTED TO THE COR FOR APPROVAL AND TRAFFIC CONTROL INSTALLED AND

COR PRIOR TO PERFORMING THE WORK. WHERE A DETOUR IS AVAILABLE A DETOUR PLAN

DISRUPTION TO ROADWAY TRAFFIC AND ALL TRAFFIC DISRUPTIONS SHALL BE APPROVED BY

12. ROADWAY CROSSING WORK SHALL BE PERFORMED IN SUCH A WAY AS TO MINIMIZE

TRAFFIC WITHIN 72 HOURS OF NOTIFICATION BY COR.

SHALL PROCEED IN A MANNER SUCH THAT IT COULD BE PLACED BACK IN SERVICE TO RAIL

WINDOWS. UNLESS SPECIFICALLY ALLOWED BY THE COR THE WORK ON THE T1 BRIDGE

11. WORK ON T1 BRIDGE SHALL BE COORDINATED WITH THE COR TO IDENTIFY POTENTIAL WORK

PLACE UNLESS OTHERWISE NOTED.

UTILITY LOCATIONS PRIOR TO START OF WORK. CONTRACTOR TO PROTECT UTILITIES IN

10. UTILITIES IDENTIFIED ON PLANS ARE FOR INFORMATION ONLY. CONTRACTOR TO VERIFY

TRAINING COSTS, FLAGGING COSTS, FALSEWORK, OR TRAFFIC CONTROL.

REQUIREMENTS, INCLUDING, BUT NOT LIMITED TO: AGREEMENT AND/OR PERMIT FEES,

RIGHT-OF-ENTRY AGREEMENTS AND NO SEPARATE PAYMENT WILL BE MADE FOR ANY SUCH

BNSF RAILROAD. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE

THE BNSF RAILWAY RIGHT-OF-WAY WILL REQUIRE A RIGHT-OF-ENTRY AGREEMENT WITH

RIGHT-ON-ENTRY AGREEMENT WITH UNION PACIFIC RAILROAD. WORK ON T1 BRIDGE ABOVE

9. WORK ON T1 BRIDGE ABOVE THE UNION PACIFIC RAILROAD RIGHT-OF-WAY WILL REQUIRE A

NOTIFICATION BY COR.

COMPLETED SO AS TO ALL TRACKS TO BE PLACED BACK IN SERVICE WITHIN 72 HOURS OF

WORK. UNLESS OTHERWISE ALLOWED BY COR, ALL RAILROAD CONSTRUCTION SHALL BE

8. RAIL SERVICE DISRUPTIONS SHALL BE APPROVED BY COR PRIOR TO THE START OF THE

PRIOR TO ORDERING COMPROMISE JOINTS TO CONNECT PROPOSED RAIL TO EXISTING RAIL.

PROJECT DESIGN ANALYSIS. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING RAIL SIZES

USACE ENGINEER RESEARCH AND DEVELOPMENT CENTER (ERDC) AND ATTACHED TO THE

THE INSTALLATION ARE PROVIDED IN THE MAY 2018 INSPECTION REPORT COMPLETED BY THE

6. TABLES WITH AN INVENTORY OF THE EXISTING TRACK, TURNOUTS, AND CROSSINGS WITHIN

THE CROSSING MANUFACTURER RECOMMENDATIONS.

SHALL BE MODIFIED AT LOCATIONS WHERE CROSSING SURFACES ARE BEING REPLACED PER

CROSSTIES TO BE REPLACED SHALL BE REPLACED WITH WOOD CROSSTIES. TIE SPACING

115-LB MINIMUM TURNOUTS IN THE PLANS INCLUDING ALL NEW TURNOUT TIES. ALL

NEEDED TO JOIN DIFFERENT RAIL SECTIONS. TURNOUTS WILL BE REPLACED WITH NEW

JOINT BARS, AND OTHER TRACK MATERIALS. COMPROMISE JOINTS, SHALL BE INSTALLED AS

ON WOOD TIES AT 24" CENTERS INCLUDING REPLACEMENT OF TIE PLATES, RAIL ANCHORS,

5. THE PROJECT WILL REMOVE AND REPLACE MAIN TRACKS WITH 115-LB MINIMUM WEIGHT RAIL

REHABILITATION AND UFC 4-860-03: RAILROAD TRACK MAINTENANCE & SAFETY STANDARDS.

4. ALL WORK MUST BE IN COMPLIANCE WITH UFC 4-860-01FA: RAILROAD DESIGN AND

WITH THE COR.

3. THE CONTRACTOR SHALL COORDINATE ALL SAFETY AND TRAFFIC CONTROL PROCEDURES

CONSTRUCTION ACTIVITIES FOR THIS PROJECT.

REQUIRED TO MAINTAIN SAFETY AND TRAFFIC FLOW DURING THE ENTIRE DURATION OF

2. THE CONTRACTOR SHALL SUPPLY ALL TRAFFIC CONTROL DEVICES AND PERSONNEL

COORDINATED WITH THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).

ADDITIONAL HAUL ROUTES WITHIN THE BOUNDARIES OF THE TIDAL AREA SHALL BE

1. ACCESS TO THE PROJECT SITES IS THROUGH THE MAIN GATE AT TAYLOR BOULEVARD.

CP CULVERT

NEW 7" ASPHALT

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GI004

ABBREVIATIONS

COURSE(S)CRS

CROSS GRAINCRG

CORROSIVE RESISTANT STEELCRES

CIRCUMFERENCECRCMF

CARPETCPT

COMPRESSIBLECPRS

COVERCOV

CORRIDORCORR

CONTRACTORCONTR

CONTINUE CONT

CONSTRUCTIONCONSTR

CONNECTCONN

CONCRETECONC

COMPARTMENTCOMPT

COMBUSTIONCOMB

COMMONCOM

COLUMNCOL

CARBON DIOXIDECO2

CLEANOUTCO

COUNTERCNTR

CORNERCNR

CONDUCTIVE NEOPRENE LATEXCNL

CONDUITCND

CONCRETE MASONRY UNITCMU

COMPOSITECMPST

CORRUGATED METAL PIPECMP

CENTIMETER(S)cm

CLEAR WIRED GLASSCLWG

CLEAR(ANCE)CLR

CLOSURECLOS

CLOSETCLO

CONTRACT LIMIT LINECLL

CLEAR GLASSCLGL

CEILING HEIGHTCLG HT

CEILINGCLG

CENTER LINECL

CIRCUIT BREAKERCKT BRKR

CIRCUITCKT

CONSTRUCTION JOINTCJ

CONTROL JOINTCJ

CIRCULARCIRC

CAST-IN-PLACECIP

CURB INLETCI

CAST IRONCI

CHROME PLATEDCHR PL

CHECKCHK

CHIMNEYCHIM

CHAMFERCHFR

CHALKBOARDCH BD

CORNER GUARDCG

CUBIC FEET PER MINUTECFM

COUNTERFLASHINGCFLG

CONDUCTIVE FLOORINGCFI

CERAMICCER

CEMENT PLASTERCEM PLAS

CEMENTCEM

COVER ELEVATIONCE

CLOSED CIRCUIT TELEVISIONCCTV

CUBICLE CURTAIN TRACKCCT

CATCH BASINCB

CAPACITYCAP

CABINETCAB

BOTH WAYSBW

BUILT-UP ROOFINGBUR

BETWEENBTWN

BTU PER HOURBtuH

BRITISH THERMAL UNITBtu

BASEMENTBSMT

BOTH SIDESBS

BRONZEBRZ

BRACKETBRKT

BRICKBRK

BEARING PLATEBRG PL

BEARINGBRG

BRIDGINGBRDG

BRACINGBRCG

BACK PLASTER(ED)BP

BOTTOMBOT

BOTTOM OFBO

BENCHMARKBM

BELOWBLW

BUILDINGBLDG

BUILDING LINEBL

BED JOINTBJT

BITUMINOUSBITUM

BEVELBEV

BRICK EXPANSION JOINTBEJ

BOUNDARYBDRY

BOARDBD

BOOKCASEBC

BULLETIN BOARDBB

ACOUSTICAL WALL TREATMENTAWT

AMERICAN WIRE GAUGEAWG

AVERAGEAVG

AUTOMATICAUTO

ACOUSTICAL TILE CEILINGATC

ASPHALTASPH

ABOVE SUSPENDED CEILINGASC

ASBESTOSASB

AMERICAN REFRIGERATION INSTITUTEARI

ARCHITECTARCH

APPROXIMATEAPPROX

APPROVEDAPPD

AMERICAN NATIONAL STANDARDS INSTITUTEANSI

ANODIZEANOD

AMPEREAMP

AMBIENTAMB

ALUMINUMALUM

ALTERNATEALT

ACTIVE LEAFA.L.

AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC

AMPERE INTERRUPTING CAPACITYAIC

AREA INLETAI

AIR HANDLING UNITAHU

ANCHOR AHR

AGGREGATEAGGR

ABOVE FINISHED FLOORAFF

AUTOMATIC DOOR OPERATORADO

ADJACENT, ADJOINING, ADJUSTABLEADJ

ADHESIVEADH

ADDENDUMADDM

ACOUSTICAL CEILING TILEACT

ACOUSTICACST

ALUMINUM CABLE STEEL REINFORCEDACSR

ACCESS PANELACS PNL

ACCESS DOORACS DR

ACRYLIC PLASTICACR

AMERICAN CONCRETE INSTITUTEACI

ACCESSIBLEACC

ALTERNATING CURRENTAC

ABOVEABV

ANCHOR BOLTAB

AIR CONDITIONING UNITA/C UNIT

AIR CONDITIONINGA/C

ANGLEL

FRAMINGFRMG

FORGEDFRG

FRAMEFR

FIRE RESISTANT FR

FEET PER MINUTEFPM

FIREPROOFFP

FIRE PARTITIONFP

FACE OF STUDFOS

FACE OF MASONRYFOM

FACE OF FINISHFOF

FACE OF CONCRETEFOC

FENCEFN

FLUORESCENTFLUOR

FLOOR PLATEFLR PL

FLOORINGFLG

FLEXIBLEFLEX

FLOORFLR

FLASHINGFLASH

FLUSH JOINTFJT

FIXTUREFIXT

FINISH FLOORFIN FLR

FINISHFIN

FIGUREFIG

FLAT HEAD WOOD SCREWFHWS

FIRE HOSE STATIONFHS

FIRE HOSE RACKFHR

FLAT HEAD MACHINE SCREWFHMS

FIRE HOSE CABINETFHC

FLAT HEADFH

FIRE HYDRANTFH

FIBERGLASSFGL

FACTORY FINISHFF

FLARED END SECTIONFES

FIRE EXTINGUISHER CABINETFEC

FIRE EXTINGUISHER BRACKETFEB

FIRE EXTINGUISHERFE

FOUNDATIONFDTN

FIRE DAMPERFDMPR

FLOOR DRAINFD

FAN COIL UNITFCU

FLOOR CLEANOUTFCO

FLOOR CONSTRUCTION JOINTFCJ

FACINGFCG

FACE BRICKFC BRK

FOOT CANDLEFC

FIRE BRICKF BRK

FRESH AIR INTAKEFAI

FIRE APPARATUS CLOSETFAC

FRESH AIRFA

FIRE ALARMFA

FAHRENHEITF

EXTERIOREXT

EXPANSION BOLTEXP BT

EXPOSEDEXP

EXPANSIONEXP

EXISTINGEXST

EXHAUST AIREXH A

EXHAUSTEXH

EXCAVATEEXC

ENTERING WATER TEMPERATUREEWT

ELECTRIC WATER COOLEREWC

ESTIMATE(D)EST

ESCALATORESCAL

EQUIPMENTEQUIP

EQUALEQ

EPOXY COATINGEPY

EXPLOSION PROOFEPRF

ELECTRICAL PANELBOARDEP

ENTRANCE, ENTERINGENTR

ENCLOSE(URE)ENCL

EMERGENCYEMER

ESTIMATED MAXIMUM DEMANDEMD

EXPANDED METAL EM

ELECTRICELEC

ELEVATION - GRADE OR BUILDINGEL

EXPANSION JOINTEJ

EACH FACEEF

ENTERING AIR TEMPERATUREEAT

EACHEA

EASTE

DIRECT EXPANSIONDX

DUMBWAITERDWTR

DRAWERDWR

DOWELSDWLS

DRAWINGDWG

DOVETAIL DVTL

DRAIN TILEDT

DOWNSPOUTDS

DOUBLE STRENGTH (GLASS)DS

DOOR CLOSERDR CL

DRAINBOARDDRB

DRAINDR

DOORDR

DOWNDN

DEMOUNTABLEDMT

DAMPERDMPR

DAMPPROOFINGDMPF

DEAD LOADDL

DIVISIONDIV

DISTRIBUTION PANELDISTR PNL

DISPENSERDISP

DISCONNECTDISC

DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA

DUCT HEATERDH

DOUBLE HUNGDH

DRINKING FOUNTAINDF

DETAILDET

DEPARTMENTDEPT

DEPRESSIONDEPR

DEMOLITIONDEMO

DEGREEDEG

DUMMY CONTROL JOINTDCJT

DOWELED CONTROL JOINTDCJ

DOUBLE ACTING DOORDBL ACT DR

DOUBLEDBL

DRY BULBDB

DATUMDAT

PENNY (AS IN NAIL - 10D)d

CYLINDERCYL

COLD WATERCW

CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)CVH

CEILING VENTCV

CUBIC YARDSCU YD

CABINET UNIT HEATERCUH

CUBIC FEETCU FT

COPPERCu

CONDENSING UNITCU

CENTERCTR

CENTER TO CENTERC TO C

CURRENT TRANSFORMERCT

CERAMIC TILECT

CASEMENTCSMT

COUNTERSUNKCSK

CAST STONECS

LIGHTINGLTG

LIGHTWEIGHTLT WT

LIGHTLT

LAWN SPRINKLERLS

LIVING ROOMLR

LOW POINTLPT

LIGHTPROOF LOUVERLPL

LIGHTPROOF DOORLPD

LIGHTPROOFLP

LONGITUDINALLONG

LINTELLNTL

LIMESTONELMST

LUMENLM

LEAD-LINED DOORLLD

LIVE LOADLL

LOCKERLKR

LINEARLIN

LEFT HAND(ED)LH

LENGTHLG

LOADINGLDG

LOADLD

LIGHT CONTROLLC

LUMBERLBR

LABELLBL

POUNDLB

LAG BOLTLB

LAVATORYLAV

LAUNDRYLAU

LEAVING AIR TEMPERATURELAT

LAMINATELAM

LADDERLAD

LABORATORYLAB

KEYWAYKWY

KILOWATTkW

KILOVOLT AMPERES REACTIVEkVAR

KILOVOLT AMPERESkVA

KILOVOLTSkV

KICKPLATEKPL

KNOCKOUT PANELKOP

KITCHENKIT

KILOPOUND (1000 POUNDS)KIP

JOINTJT

JOISTJST

JUNCTIONJCT

JUNCTION BOXJ-BOX

JANITOR’S CLOSETJAN CLO

INSIDE PIPE SIZEI.P.S.

IRON PIPE SIZEIPS

IRON PIPEIP

INVERTINV

INTERMEDIATEINTM

INTERIORINT

INSULATIONINSUL

INSULATING FILLINSF

INCLUDEDINCL

INCINERATORINCIN

INCHIN

INTERLOCKILK

ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICAIESNA

INSIDE DIAMETERID

INTERCOMIC

HERTZHz

HYDRAULICHYDR

HEATING, VENTILATING AND AIR CONDITIONINGHVAC

HAND THROW TURNOUTHTTO

HEATERHTR

HEATINGHTG

HEIGHTHT

HOUSEKEEPINGHSKPG

HIGH-STRENGTH GYPSUM PLASTERHSGYP

HIGH STRENGTHHS

HOURHR

HIGH POINTHPT

HORSEPOWERHP

HIGH PRESSUREHP

HORIZONTALHORIZ

HAND THROW TURNOUTHTTO

HANDRAILHNDRL

HOLLOW METALHM

HOOK(S)HK

HANDHOLEHH

HEXAGONHEX

HIGH EARLY-STRENGTH CEMENTHES

HARDWOODHDWD

HARDWAREHDW

HEADERHDR

HEAD JOINTHD JT

HARDBOARDHDBD

HEAVY DUTYHD

HEADHD

HANDICAPPEDHCP

HALON CONTAINMENT DAMPERHCD

HOLLOW COREHC

HOSE BIBBHB

GYPSUM PLASTERGYP PLAS

GYPSUM BOARDGYP BD

GYPSUMGYP

GLAZED WALL TILEGWT

GROUTGT

GLAZED STRUCTURAL UNITSGSU

GLAZED STRUCTURAL TILEGST

GRATINGGRTG

GRADE LINEGR LN

GRANITEGRAN

GYPSUM TILEGPT

GALLONS PER MINUTEGPM

GOVERNMENTGOVT

GROUNDG

GLAZED CONCRETE MASONRY UNITSGLZ CMU

GLAZINGGLZ

GLASS FIBERGLF

GLASS BLOCKGL BLK

GLASSGL

GASKET(ED)GKT

GALVANIZED IRON PIPEGIP

GALVANIZED IRONGI

GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLEDGFE/CI

GOVERNMENT-FURNISHED EQUIPMENTGFE

GROUND FAULT CIRCUIT INTERRUPTERGFCI

GROUND FACEGF

GENERALGEN

GENERAL CONTRACTORGC

GRAB BARGB

GALVANIZED STEELGALV STL

GALVANIZEDGALV

GALLON(S)GAL

GAGEGA

NATURAL GASG

FABRIC WALL COVERINGFWC

FIRE WATERFW

FUTUREFUT

FURRINGFURG

FOOTINGFTG

FEETFT

FASTEN(ER)FSTNR

FULL SIZEFS

FIRE-RETARDANTFRT

PRESTRESSED CONCRETEPS CONC

PRESSED STEELP.S.

PIPE SPACE / POINT OF SWITCHPS

PRESSURE-REGULATING VALVEPRV

PROPOSEDPROP

PROJECTPROJ

PARKINGPRKG

PREFORMEDPREFMD

PREFINISHEDPREFIN

PREFABRICATE(D)PREFAB

PAIRPR

PARTS PER MILLIONPPM

POLISHED PLATE GLASSPPGL

PORTABLEPORT

PORCELAINPORC

POLISHEDPOL

PAINT(ED)PT

PANELPNL

PLYWOODPLYWD

PLATE GLASSPL GL

PILINGPLG

POUNDS PER LINEAR FOOTPLF

PLUMBINGPLBG

PLATFORMPLAT

PLASTERPLAS

PLASTIC LAMINATEPLAM

PROPERTY LINEPL

PLATEPL

POST INDICATING VALVEPIV

PREFAB ISOLATION POWER UNITPIPU

POINT OF INTERSECTIONPI

PHARMACYPHAR

PHASEPH

PERIMETERPERIM

PERFORATE(D)PERF

PEDESTALPED

PAVEMENT DRAINPD

CEMENT PLASTER (PORTLAND)PCP

POUNDS PER CUBIC FOOTPCF

PRECAST CONCRETEPCC

PIECEPC

PUSH BUTTON STATIONPBS

PARTICLE BOARDPBD

PANIC BARPB

PARALLELPAR

PUBLIC ADDRESSPA

POLEP

OBSCURE WIRED GLASSOWGL

OUTSIDE SCREW AND YOKEOS & Y

OPERATIONSOPS

OPAQUEOPQ

OPPOSITEOPP

OPENINGOPNG

OPPOSITE HANDOPH

OVALHEAD WOOD SCREWOHWS

OVALHEAD MACHINE SCREWOHMS

OVERHEADOH

OBSCURE GLASSOGL

OFFICEOFC

OUTSIDE DIAMETEROD

ON CENTER EACH WAYOCEW

ON CENTEROC

OBSERVATION WINDOWOBW

OBSCUREOBSC

OUTSIDE AIROA

NOT TO SCALENTS

NOT REQUIREDN’’REQD

NOISE REDUCTION COEFFICIENTNRC

NOISE REDUCTIONNR

NOMINALNOM

NUMBERNO

NORMALLY OPENNO

NONMETALLICNM

NEOPRENE LATEXN.L.

NAILABLENL

NOT IN CONTRACTNIC

NICKELNi

NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA

NATIONAL ELECTRICAL CODENEC

NORMALLY CLOSEDNC

NATURALNAT

NORTHN

MULLIONMULL

MOVABLEMVBL

METALMTL

METAL FURRINGMTFR

MOUNTEDMTD

MOUNTMT

METAL THRESHOLDMT

MACHINE SCREWSMS

METAL ROOF DECKINGMRD

MARBLE BASEMRB

MOP RECEPTORMR

MOVABLE PARTITIONMP

MOTORMOT

MODIFIEDMOD.

MODULARMOD

MASONRY OPENINGMO

MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)MNIC

MILLIMETER(S)mm

MILLWORKMLWK

MOULDINGMLDG

MONOLITHICML

METAL LATHML

MISCELLANEOUSMISC

MIRRORMIRR

MINIMUMMIN

MALLEABLE IRONMI

MANHOLEMH

MATTE-GLAZED TILEMGT

MOTOR GENERATORMG

MANUFACTURERMFR

MANUFACTURINGMFG

METAL FLOOR DECKINGMFD

METAL EDGE STRIPMES

MEMBRANEMEMB

MEDIUMMED

MECHANICAL ROOMMECH RM

MECHANICALMECH

METAL DIVIDER STRIPMDS

METAL-CASED OPENINGMCO

MASONRY CONTROL JOINTMCJ

MEDICINE CABINETMC

MEMBERMBR

MACHINE BOLTSMB

MAXIMUMMAX

MATERIAL(S)MATL

MASONRYMAS

MACHINEMACH

MATCHED AND BEADEDM&B

METER(S)m

LEAVING WATER TEMPERATURELWT

LIGHTWEIGHT CONCRETELWC

LOUVERLVR

LIGHTNINGLTNG

THICK(NESS)THK

TRUSS HEADTH

TOGGLETGL

TONGUE AND GROOVET&G

TERMINALTERM

TERRAZZOTER

TEMPORARYTEMP

TEMPERATURETEMP

TELEPHONETEL

TERRA COTTATC

TOWEL BARTB

TANGENTTAN

TREADT

SYSTEMSYS

SYNTHETICSYNTH

SYMMETRICALSYMM

SWITCHBOARDSWBD

SWITCHSW

SHEET VINYL SV

SUSPENDEDSUSP

SUBFLOORSUB FL

STAIRWAYSTWY

STRUCTURALSTRUCT

STRINGERSTR

STATIC PRESSUREST PR

STORAGESTOR

STEELSTL

SEATINGSTG

STANDARDSTD

STATIONSTA

STAINLESS STEELSST

STANDING SEAM (ROOF)SS

SERVICE SINKSS

SHELF AND RODS&R

SQUARE HEADSQHD

SQUARESQ

SPEAKERSPKR

SPACE HEATERSPH

SPECIAL FINISHSP FIN

SOUNDPROOFSPF

SPECIFICATIONSPEC

SOUNDPROOF DOORSPD

SPECIALSPCL

SPACERSPC

SHUT OFF VALVESOV

SHEET METAL SCREWSSMS

SHEET METALSM

SLEEVESLV

SEALANTSLNT

SKYLIGHTSKLT

STEEL JOIST INSTITUTESJI

SIMILARSIM

SHELVINGSHV

SHEATHINGSHTHG

SHEETSHT

SHOULDERSHLDR

SHEET GLASSSG

STRUCTURAL FACING UNITSFU

STRUCTURAL FACING TILE UNITSFTU

SAFETY GLASSSFGL

SEQUENCESEQ

SECTIONSECT

STEEL DOOR INSTITUTESDI

STORM DRAINSD

STRUCTURAL CLAY TILESCT

SCREENSCRN

SCHEDULESCHED

SOLID CORESC

SECURITY BARSS.B.

SPLASH BLOCKSB

SUPPLY AIRSA

SOUTHS

RAINWATER CONDUCTORRWC

RIVETRVT

REVERSERVS

RUBBER TILE FLOORRTF

RAISED PATTERN RUBBER TILERPRT

REVOLUTIONS PER MINUTERPM

RETRACTABLE PARTITIONRP

RIGHT OF WAYROW

ROUGH OPENINGRO

ROUNDRND

ROOMRM

RAILINGRLG

RACKRK

ROOF HATCHRH

RIGHT HANDRH

RELATIVE HUMIDITYRH

ROOFINGRFG

REVISIONREV

RETURNRET

RESILIENTRESIL

REQUIREDREQD

REMOVE(ABLE)REM

REINFORCEREINF

REGLETREG

REGISTERREG

REFRIGERATIONREFR

REFLECTREFL

REFERENCEREF

RECTIFIERRECT

RECREATION ROOMREC ROOM

RECEPTACLERECPT

ASSOCIATIONAMERICAN RAILWAY ENGINEERING RE

RIGID INSULATIONRDG INS

ROOF DRAINRD

RECEIVERRCVR

REINFORCED CONCRETE PIPERCP

REMOTE CONTROLRC

RUBBERRBR

RUBBLE STONERBL

RUBBER BASE, RESILIENT BASERB

RETURN AIR REGISTERRAR

RETURN AIR GRILLERA GR

RABBETEDRAB

RETURN AIRRA

RISERR

RANGER

RADIUSR

QUANTITYQTY

QUARTER ROUND1/4 RND

QUARTERQTR

QUARTQT.

QUARRY TILEQT

PASS WINDOWPW

PAVINGPVG

POLYVINYL CHLORIDEPVC

PAVEDPV

PAPER TOWEL RECEPTACLEPTR

PARTITIONPTN

PAPER TOWEL DISPENSERPTD

POST-TENSIONED CONCRETEPT CONC

POINTPT.

PNEUMATIC TUBEPT

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

YARD DRAINYD

YARDYD

TRANSFORMERXFMR

WELDED WIRE REINFORCEMENTWWR

WELDED WIRE MESHWWM

WELDED WIRE FABRICWWF

WALL TO WALLW/W

WIDTHWTH

WEIGHTWT

WAINSCOTWSCT

WASTE STACKW.S.

WATERSTOPWS

WARDROBEWRB

WASTE RECEPTACLEWR

WORKING POINTWP

WEATHERPROOFWP

WATERPROOF(ING)WP

WITHOUTW/O

WIRE MESHWM

WORK SHOPWKSH

WROUGHT IRONWI

WATT-HOUR METERWHM

WHEEL BUMPERWHB

WATER HEATERWH

WALL HUNGWH

WIRED GLASSWGL

WIDE FLANGEWF

WINDOWWDW

WASTE DISPOSERWDSP

WOOD DOORWD

WOODWD

WOOD-CASED OPENINGWCO

WHEELCHAIRW/C

WATER CLOSETWC

WOOD BLOCKINGWBL

WET BULBWB

WITHW/

WESTW

VINYL WALL COVERINGVWC

VENT THRU ROOFVTR

VOLTAGE TRANSFORMERV.T.

VENT STACKVS

VERMICULITEVRM

VAPOR RETARDERVR

VOLUMEVOL

VENEERVNR

V-JOINT(ED)VJ

VINYL HOMOGENEOUSVH

VERTICAL GRAINVG

VINYL FABRICVF

VESTIBULEVEST

VERTICALVERT

VENTILATOR(TION)VENT

VAULT DOORVD

VITRIFIED CLAY TILEVCT

VINYL COMPOSITION TILEVCT

VINYL BASEVB

VARNISHVAR

VOLTV

UNIT VENTILATORUV

UTILITYUTIL

URINALUR

UNINTERRUPTABLE POWER SUPPLYUPS

UNFINISHEDUNFIN

UNEXCAVATEDUNEX

UNDERWRITERS LABORATORIESUL

UNIT HEATERUH

UNDERGROUNDUGND

UNIT COOLERUC

TYPICALTYP

TELEVISIONTV

THERMOSTATTSTAT

TRANSVERSETRANS

TRANSOMTRANS

TOP OF RAILT/R

TOILET PARTITIONTPTN

TOILET PAPER DISPENSERTPD

TOP OF WALLTOW

TOP OF STEELTOS

TOP OF SLABTOS

TOPOGRAPHYTOPO

TOLERANCETOL

TOP OFTO

TACKSTRIPTKS

TACKBOARDTK BD

THRESHOLDTHRES

MOTCO

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13.41

FD BC 5144

13.09

CP 42 MAG

13.31

CP 45 MAG

10.72

CP 250

8.50

FD BD 5144

11.28

CP 36 SPIKE

11.05

CP 26 MAG

6.43

CP 30 MAG

17.13

CP 306 60D

41.55

HARLEY 1954

9.75

CP 78 MAG

12.17

PID JT382 BOLT

15.02

CP 75 RB CAP

11.59

CP 17 RB CAP

11.68

CP 23 MAG

8.37

CP 14 RB CAP

9.22

CP 68 RB CAP

13.93

CP 64 MAG

12.24

CP 51 MAG

10.46

CP 54 MAG

.5

C P

M A G

.3

C

P

R

B C

A P

10.93

FD BD 5144H

12.92

FD BD 5144P

9.66

CP 10 RB CAP

12.33

CP 50 MAG BASE

11.56

CP 33 MAG

10.59

CP 72 MAG

7.43

PID JT0385

S °5

'3

E

.5

RINQUIST RD

1+

.26

PC

307+76.57

P T

E 6

.03

N 2

.37

8.

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Off 5.78 (1.762m)

Sta 11+33.20

Elev 13.05

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DS: AEC_Screen.dscriptPD: \omtrsrv1\ECGCADStandards\COE\HDR\PLOTDRV\V8I\11x17bw_pdf.pltcfg3:30:43 PM 6/9/2021

10174593_GI05CS

GI005

K R

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N D L

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SCALE: NTS

VICINITY MAP

SCALE: NTS

LOCATION MAP

NORTH

PLAN

NORTH

PLAN

CT100

CT110

CT101

CALIFORNIA

San Deigo

Los Angelos

San Francisco

San Jose

Sacramento

CP105

CP106

CP107

CP108

CP109

CP111

CT109

CT107

CT106

to

CT102

CP101

CP102

CP103

CP104

SEE ST SHEETS

T-1 BRIDGE RAIL AND CATWALK

CT108

WV

WV

WV

WV

WV

WV

WV

WV

WV

WV

WV

W V

WV

WV

WV

WV

WV

WV

WV

WV

WV

13.41

FD BC 5144

13.09

CP 42 MAG

13.31

CP 45 MAG

10.72

CP 250

8.50

FD BD 5144

11.28

CP 36 SPIKE

11.05

CP 26 MAG

6.43

CP 30 MAG

17.13

CP 306 60D

41.55

HARLEY 1954

9.75

CP 78 MAG

12.17

PID JT382 BOLT

15.02

CP 75 RB CAP

11.59

CP 17 RB CAP

11.68

CP 23 MAG

8.37

CP 14 RB CAP

9.22

CP 68 RB CAP

13.93

CP 64 MAG

10.93

FD BD 5144H

12.92

FD BD 5144P

9.66

CP 10 RB CAP

12.33

CP 50 MAG BASE

11.56

CP 33 MAG

10.59

CP 72 MAG

7.43

PID JT0385

S °5

'3

E

.5

RINQUIST RD

E 6

CP110

LOCATION

CONTRACTOR TRAILER

C-102 SHEET LIMITS

SPOILS YARD

GATE 1

GATE 2

GATE 3

GATE 5

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E OF NEBRA

S

RINQUIST RD

X

E 6118951.03 N 2209768.37

E 6119138.39

N 2209597.45

E 6

.12

.35

.92

.41

DS: AEC_Screen.dscriptPD: \omtrsrv1\ECGCADStandards\COE\HDR\PLOTDRV\V8I\11x17bw_pdf.pltcfg3:32:57 PM 6/9/2021

10174593_C-101TRX

C-101

K R

U

J

A N

S

J

A N

S

B A

G N

IE

W S

K I

P R

O J E

C T L

O C

A T

IO

N

NOTE:

C O N T R O L P O I N T S

POINT NORTHING EASTING ELEVATION DESCRIPTION

1 HARLEY 1954

10 2208082.6351 6120591.2631 9.66 CP 10 RB CAP

14 2208108.9287 6120852.5147 8.3654 CP 14 RB CAP

17 2207131.4911 11.5900 CP 17 RB CAP

23 2207422.3574 6120947.6883 11.6820 CP 23 MAG

26 2207918.9712 6120036.2881 11.0490

30 2207749.1258 6.43 CP 30MAG

33 2208660.4575 6120080.1572 11.5560 CP 33 MAG

36 2209307.8409 6120204.7479 11.28 CP 36RR SPIKE IN EP

39 2209981.5520 6118624.3613 13.4090

42 2209874.9699 6118937.0017 13.0860

45 2209592.8780 6119344.3888 13.3060

50 2209994.0158 6121343.3540 12.3330

51 2210787.1118 6121362.3220 12.2370

54 2211046.1740 6122199.8538 10.4520

57 2210979.8871 6123260.0045 13.5490

60 2210747.2559 6123678.5913 11.3050

64 2208638.0253 6123415.2215 13.9340

68 2208135.3401 6123689.4929 9.2250

72 2207673.0598 6123595.2254 10.5900

75 2206930.0444 6121467.9338 15.0250

78 2206769.2312 6120915.0431 9.7490

101 6118501.0247 12.9180

103 2210350.3216 6118722.1615 10.9280

105 2209388.9900 6119444.6300 8.5000

107 2206905.1082 6121221.8807 12.1740

109 6120531.5770 7.4330

304 6118722.1684 10.9341

312 13.474

323 20.374

CP 42 MAG

CP 45 MAG

CP 51 MAG

CP 54 MAG

CP 57 MAG

CP 64 MAG

CP 72 MAG

CP 78 MAG

CP 312 60D

CP 320 MAG

6120704.9851 41.55

6119712.8193

6121039.2697

6120162.0479

6120179.5700

2206478.7756

2210512.3836

2207839.8216

2210350.3107

2201458.4530

2201682.4735

CP 26 MAG

FD BC 5144F CP 39

CP 50 MAG BASE PT

CK 103

CP 60 RB CAP

CP 68 RB CAP

CP 75 RB CAP

FD BD 5144P RESET1997

FD BD 5144 H 1976 PID AH7472

FD BD 5144 J 1976 PID AE7867

PID JT0382 BOLT

PID JT0385 DISTURBED

LEGEND

HAUL ROUTE

STAGING AREA

A N

D V

IC

IN

IT

Y M

A P

ARCS.

REGARDS TO THE PORT CHICAGO TERRESTRIAL EXPLOSION AREA MRS QD

SPECIFICATIONS SECTION 01 35 00 FOR ADDITIONAL INFORMATION WITH

5. SEE MOTCO EXPLOSIVE SAFETY SUBMISSIONS (ESS) IN PROJECT

CONTRACTING OFFICER PRIOR TO COMMENCEMENT OF CONSTRUCTION.

COORDINATED WITH THE INSTALLATION AND APPROVED BY THE

SIZE, LOCATION, AND ACCESS TO THE STAGING AREA SHALL BE

4. CONTRACTOR'S STAGING AREA SHOWN IS AN APPROXIMATE. THE FINAL

STARTING CONSTRUCTION FOR UPDATED TRAFFIC HAUL ROUTE.

REALIGNMENT PROJECTS. CONTACT THE DPW AT MOTCO PRIOR TO

TRAFFIC CONDITIONS CHANGE PERIODICALLY FROM OTHER REPAIR AND

3. ARROWS SHOWN ON PLAN DEFINE ONE-WAY TRAFFIC AND HAUL ROUTE,

WORK WILL OCCUR.

GROUND CONDITIONS. CONTRACTOR MUST VERIFY CONDITIONS WHERE

INFORMATIONAL PURPOSES AND MAY NOT ACCURATELY DEPICT ACTUAL

2. AERIAL PHOTO MAY NOT SHOW CURRENT CONDITIONS, IT IS FOR

1. ALL UNITS ARE IN FEET, UNLESS OTHERWISE NOTED.

NORTH

PLAN

WATE

RFRONT R

D

FR

O

ID

R

D

HOLMES

RD

J O

H N S

O N R

D

M U

R D

O H R

D

B R

O W

N R

D

WHITE RD PIER 2

RI

NQUI

ST R

D

A N

D E

R S

O N R

D

P R

E U

IT

T R

D

M O

R D

O H R

D

M O

O R

E R

D

A C

C E S S R

D

JA

C

K S

O N R

D

SHANER R

D

G U

N N R

D

CHRIS

TE

NBURY R

D

J O

H N S

O N R

D

P R E

U

IT

T R

D

S T

R E

E T

M A

IN

UNIO

N P

ACIF

IC

TRACY S

UB

B O

R N R

D

T A

Y L

O R B

L V

D

WI

LS

ON R

D

FIE

LDS R

D

PIC

KETT

RD

WARREN RD

CURVE 3

CURVES 1 & 2

CURVE 7

CURVE 8

AREASTAGIN

G

CONTRACTOR

~65 0'x2

50'

AREA

STAGING

CONTRACTOR

CURVE 13

CURVE 14

CURVE 15

CURVE 16

CURVE 17

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

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D E

S C

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D A

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N B

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IS

S

U E D

A T

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B

C

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F

G

-1

A N

S I

D

S A

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A M

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T O D

IS

T R

IC

T

C O

N C

O R

D

C A

L

IF

O R

O J E

C T

M U

N

IT

IO

N S C

E N

T E

R

M O

T C

R E

N G

IN

E E

R

IN

G

IN

C

O M

A H

A

N E

B R

A S

K A

S T

H S

T R

E

J S

T S

A C

R A

M E

N T

O

C A

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

R E

P A

IR

R

A

IL

C

U R

V E

S T -1 B

R

ID

G E R

A

IL

A

N D C

A T

W A

L K

M

A Y

N

G I

N E

E R

LAN

O

I S

S E

F O

R P

WILLIAM A.

A T

E OF NEBRA

S

RINQUIST RD

X

E 6

Subdrain @ 8.87

Off 5.78 (1.762m)

Sta 11+33.20

Elev 13.05

E

DS: AEC_Screen.dscriptPD: \omtrsrv1\ECGCADStandards\COE\HDR\PLOTDRV\V8I\11x17bw_pdf.pltcfg3:35:24 PM 6/9/2021

10174593_C-102TRX

C-102

K R

U

J

A N

S

J

A N

S

B A

G N

IE

W S

K I

P R

O J E

C T S

IT

E P

L A

N

WATE

RFRONT R

D

FR

O

ID

R

D

HOLMES

RD

J O

H N S

O N R

D

M U

R D

O H R

D

B R

O W

N R

D

WHITE RD PIER 2

RI

NQUI

ST R

D

A N

D E

R S

O N R

D

P R

E U

IT

T R

D

M O

R D

O H R

D

M O

O R

E R

D

A C

C E S S R

D

JA

C

K S

O N R

D

SHANER R

D

G U

N N R

D

CHRIS

TE

NBURY R

D

J O

H N S

O N R

D

P R E

U

IT

T R

D

S T

R E

E T

M A

IN

UNIO

N P

ACIF

IC

TRACY S

UB

B O

R N R

D

T A

Y L

O R B

L V

D

NOTE:

WI

LS

ON R

D

FIE

LDS R

D

CONTRACTING OFFICER PRIOR TO COMMENCEMENT OF CONSTRUCTION.

COORDINATED WITH THE INSTALLATION AND APPROVED BY THE

SIZE, LOCATION, AND ACCESS TO THE STAGING AREA SHALL BE

4. CONTRACTOR'S STAGING AREA SHOWN IS AN APPROXIMATE. THE FINAL

STARTING CONSTRUCTION FOR UPDATED TRAFFIC HAUL ROUTE.

REALIGNMENT PROJECTS. CONTACT THE DPW AT MOTCO PRIOR TO

TRAFFIC CONDITIONS CHANGE PERIODICALLY FROM OTHER REPAIR AND

3. ARROWS SHOWN ON PLAN DEFINE ONE-WAY TRAFFIC AND HAUL ROUTE,

WORK WILL OCCUR.

GROUND CONDITIONS. CONTRACTOR MUST VERIFY CONDITIONS WHERE

INFORMATIONAL PURPOSES AND MAY NOT ACCURATELY DEPICT ACTUAL

2. AERIAL PHOTO MAY NOT SHOW CURRENT CONDITIONS, IT IS FOR

1. ALL UNITS ARE IN FEET, UNLESS OTHERWISE NOTED.

C O N T R O L P O I N T S

POINT NORTHING EASTING ELEVATION DESCRIPTION

1 HARLEY 1954

10 2208082.6351 6120591.2631 9.66 CP 10 RB CAP

14 2208108.9287 6120852.5147 8.3654 CP 14 RB CAP

17 2207131.4911 11.5900 CP 17 RB CAP

23 2207422.3574 6120947.6883 11.6820 CP 23 MAG

26 2207918.9712 6120036.2881 11.0490

30 2207749.1258 6.43 CP 30MAG

33 2208660.4575 6120080.1572 11.5560 CP 33 MAG

36 2209307.8409 6120204.7479 11.28 CP 36RR SPIKE IN EP

39 2209981.5520 6118624.3613 13.4090

42 2209874.9699 6118937.0017 13.0860

45 2209592.8780 6119344.3888 13.3060

50 2209994.0158 6121343.3540 12.3330

51 2210787.1118 6121362.3220 12.2370

54 2211046.1740 6122199.8538 10.4520

57 2210979.8871 6123260.0045 13.5490

60 2210747.2559 6123678.5913 11.3050

64 2208638.0253 6123415.2215 13.9340

68 2208135.3401 6123689.4929 9.2250

72 2207673.0598 6123595.2254 10.5900

75 2206930.0444 6121467.9338 15.0250

78 2206769.2312 6120915.0431 9.7490

101 6118501.0247 12.9180

103 2210350.3216 6118722.1615 10.9280

105 2209388.9900 6119444.6300 8.5000

107 2206905.1082 6121221.8807 12.1740

109 6120531.5770 7.4330

304 6118722.1684 10.9341

312 13.474

323 20.374

CP 42 MAG

CP 45 MAG

CP 51 MAG

CP 54 MAG

CP 57 MAG

CP 64 MAG

CP 72 MAG

CP 78 MAG

CP 312 60D

CP 320 MAG

6120704.9851 41.55

6119712.8193

6121039.2697

6120162.0479

6120179.5700

2206478.7756

2210512.3836

2207839.8216

2210350.3107

2201458.4530

2201682.4735

CP 26 MAG

FD BC 5144F CP 39

CP 50 MAG BASE PT

CK 103

CP 60 RB CAP

CP 68 RB CAP

CP 75 RB CAP

FD BD 5144P RESET1997

FD BD 5144 H 1976 PID AH7472

FD BD 5144 J 1976 PID AE7867

PID JT0382 BOLT

PID JT0385 DISTURBED

PIC

KETT

RD

WARREN RD

CURVES 1 & 2

CURVE 7

CURVE 8

LEGEND

HAUL ROUTE

STAGING AREA

AREASTAGIN

G

CONTRACTOR

~65 0'x2

50'

AREA

STAGING

CONTRACTOR

CURVE 13

CURVE 14

CURVE 15

CURVE 16

CURVE 17

REMOVE TURNOUT

REMOVE TRACKREMOVE TRACK

REMOVE TURNOUT

ASPHALT PAVEMENT

REMOVE EXISTING

REMOVE EXISTING CROSSINGS

SAN. SEWER LINE

WATER MAIN

N 2207766.71, E 6119585.42

LIMITS OF TRACK REMOVAL

N 2207751.84, E 6119585.24

LIMITS OF TRACK REMOVAL

N 2208105.30, E 6120056.13

LIMITS OF TRACK REMOVAL

N 2207936.76, E 6119992.56

LIMITS OF TRACK REMOVAL

WETLAND AREA

NO WORK WITHIN EXISTING

AND WATER VALVES IN PLACE

PROTECT EXISTING TEST STATION

WELL IN PLACE

PROTECT MONITORING

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

-1

A N

S I

D

S A

C R

A M

E N

T O D

IS

T R

IC

T

C O

N C

O R

D

C A

L

IF

O R

O J E

C T

M U

N

IT

IO

N S C

E N

T E

R

M O

T C

R E

N G

IN

E E

R

IN

G

IN

C

O M

A H

A

N E

B R

A S

K A

S T

H S

T R

E

J S

T S

A C

R A

M E

N T

O

C A

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

R E

P A

IR

R

A

IL

C

U R

V E

S T -1 B

R

ID

G E R

A

IL

A

N D C

A T

W A

L K

M

A Y

N

G I

N E

E R

LAN

O

I S

S E

F O

R P

WILLIAM A.

A T

E OF NEBRA

S

SW

ITCH

SW

ITCH

SW

ITCH

11.05CP 26 M

AG

6.43CP 30 M

AG

WATE

R

W A T E R

WATER

0 1

.6

P T

.3

P O

E

.0

P C

0 1

.0

P O

B

.6

P T

.3

P O

E

.0

P C

E 6

.01

.52

.75

.33

.13

.45

.19

.92

SCALE: 1:50 50' 100'0

NO

RTH

PLAN

FROID ROAD

CURVE 1 & 2

COMBINED

L

K R

U S

E

W J

A N

S E

N

W J

A N

S E

N

N

B A

G N

IE

W S

K I

CD100

TRACK B241

TRACK R2-A

TR

A C

K B

T R

A C

K B

B A

S E B

ID

D E

M O

L

IT

IO

N P

L A

N

C U

R V

E S A

N

DEMOLITION PLAN - CURVES 1 & 2

CD100

KEY MAP

1. PROTECT EXISTING UTILITIES IN PLACE UNLESS OTHERWISE NOTED

GENERAL NOTES

REMOVE EXISTING TURNOUT

REMOVE TRACK

CROSSING

REMOVE EXISTING ASPHALT

CROSSING

REMOVE EXISTING ASPHALT

ASPHALT PAVEMENT

REMOVE EXISTING

WATER MAIN

UGE LINE

UGE LINE

REMOVE CULVERT

AGGREGATE PAVEMENT

REMOVE EXISTING

N 2209300.66, E 6120168.81

LIMITS OF TRACK REMOVAL

N 2209042.11, E 6119996.60

LIMITS OF PAVEMENT REMOVAL

N 2208737.99, E 6120056.81

LIMITS OF TRACK REMOVAL

N 2208668.75, E 6120090.23

LIMITS OF PAVEMENT REMOVAL

N 2208593.30, E 6120141.87

LIMITS OF PAVEMENT REMOVAL

N 2208577.12, E 6120165.02

LIMITS OF TRACK REMOVAL

N 2208655.26, E 6120134.83

LIMITS OF PAVEMENT REMOVAL

N 2208915.29, E 6120086.71

LIMITS OF PAVEMENT REMOVAL

N 2208634.41, E 6120109.82

LIMITS OF PAVEMENT REMOVAL

N 2208711.35, E 6120151.12

LIMITS OF PAVEMENT REMOVAL

N 2208727.18, E 6120120.86

LIMITS OF PAVEMENT REMOVAL

N 2208726.22, E 6120102.66

LIMITS OF PAVEMENT REMOVAL

EXISTING WETLAND AREA

NO WORK WITHIN

WELL IN PLACE

PROTECT EXISTING MONITORING

VALVE IN PLACE

PROTECT EXISTING WATER

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

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N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

-1

A N

S I

D

S A

C R

A M

E N

T O D

IS

T R

IC

T

C O

N C

O R

D

C A

L

IF

O R

O J E

C T

M U

N

IT

IO

N S C

E N

T E

R

M O

T C

R E

N G

IN

E E

R

IN

G

IN

C

O M

A H

A

N E

B R

A S

K A

S T

H S

T R

E

J S

T S

A C

R A

M E

N T

O

C A

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

R E

P A

IR

R

A

IL

C

U R

V E

S T -1 B

R

ID

G E R

A

IL

A

N D C

A T

W A

L K

M

A Y

N

G I

N E

E R

LAN

O

I S

S E

F O

R P

WILLIAM A.

A T

E OF NEBRA

S

V

.5

C P M

A G

.0

P

O B

E

305+

306+00

307+00

308+00

.2

P C

307+76.57 PT

.0

P

O B

50' 100'0

O

R T

H

P L A

N

M O

O R E R

O A D

J A

C K S

O N R

O A

CD101

B A

G N

IE

W S

K I

C U

R V

SCALE: 50

R

A C

K B

0 T R

A C

K B

T R

A C

K B

TRACK B228

TRACK B227A

T R

A C

K B

T R

A C

K B

TRACK B239

DEMOLITION PLAN - CURVE 3

B A

S E B

ID

D E

M O

L

IT

IO

N P

L A

N

N

KEY MAP

PROTECT EXISTING UTILITIES IN PLACE UNLESS OTHERWISE NOTED.1.

CD101

REMOVE TRACK

REMOVE TRACK

TURNOUT

REMOVE EXISTING

TURNOUT

REMOVE EXISTING

TURNOUT

REMOVE EXISTING

TURNOUT

REMOVE EXISTING

REMOVE TRACK

REMOVE TRACK

REMOVE TRACK

REMOVE TRACK

REMOVE TRACK

REMOVE TRACK

TURNOUT

REMOVE EXISTING

TURNOUT

REMOVE EXISTING

REMOVE EXISTING CROSSING

REMOVE EXISTING CROSSING

REMOVE TURNOUT

TURNOUT

REMOVE EXISTING

REMOVE TRACK

REMOVE EXISTING TURNOUT

ASPHALT PAVEMENT

REMOVE EXISTING

ASPHALT PAVEMENT

REMOVE EXISTING

ASPHALT PAVEMENT

REMOVE EXISTING

REMOVE TRACK

REMOVE TRACK

REMOVE EXISTING TURNOUT

REMOVE TRACK

REMOVE TRACK

REMOVE EXISTING CROSSING

TURNOUT

REMOVE EXISTING

SAN. SEWER LINE

SAN. SEWER LINE

UGE LINE

WATER MAIN

STORM SEWER LINE

SAN. SEWER LINE

STORM SEWER LINE

STORM SEWER LINE

COMM. LINES

UNDERGROUND

UNDERGROUND COMM LINES

SAN. SEWER LINE

WATER MAIN

STORM. SEWER LINE

EXISTING CROSSING

REMOVE AND STOCKPILE

PROTECTION SYSTEM IN PLACE

PROTECT EXISTING LIGHTNING

PROTECTION SYSTEM IN PLACE

PROTECT EXISTING LIGHTNING

PROTECTION SYSTEM IN PLACE

PROTECT EXISTING LIGHTNING

PROTECTION SYSTEM IN PLACE

PROTECT EXISTING LIGHTNING

PROTECTION SYSTEM IN PLACE

PROTECT EXISTING LIGHTNING

EXISTING CROSSING

REMOVE AND STOCKPILE

EXISTING CROSSING

REMOVE AND STOCKPILE

N 2209930.26, E 6118529.63

LIMITS OF TRACK REMOVAL

N 2209939.26, E 6118526.20

LIMITS OF TRACK REMOVAL

N 2209890.68, E 6118660.46

LIMITS OF TRACK REMOVAL

N 2209748.18, E 6118719.23

LIMITS OF TRACK REMOVAL

N 2209737.09, E 6118722.55

LIMITS OF TRACK REMOVAL

N 2209971.89, E 6118804.39

LIMITS OF TRACK REMOVAL

N 2209951.17, E 6118835.58

LIMITS OF TRACK REMOVAL

N 2209932.73, E 6119052.51

LIMITS OF TRACK REMOVAL

N 2209558.73, E 6118884.07

LIMITS OF TRACK REMOVAL

N 2209546.65, E 6118888.85

LIMITS OF TRACK REMOVAL

N 2209534.50, E 6118892.64

LIMITS OF TRACK REMOVAL

N 2210004.36, E 6118704.56

LIMITS OF PAVEMENT REMOVAL

N 2209966.98, E 6118640.32

LIMITS OF PAVEMENT REMOVAL

N 2209946.42, E 6118648.94

LIMITS OF PAVEMENT REMOVAL

N 2209980.60, E 6118779.08

LIMITS OF PAVEMENT REMOVAL

N 2209960.50, E 6118765.65

LIMITS OF PAVEMENT REMOVAL

N 2209937.93, E 6118843.29

LIMITS OF TRACK REMOVAL

N 2209817.83, E 6118964.33

LIMITS OF PAVEMENT REMOVAL

COMM LINES

UNDERGROUND

N 2209761.32, E 6118820.28

LIMITS OF PAVEMENT REMOVAL

N 2209741.19, E 6118855.03

LIMITS OF PAVEMENT REMOVAL

N 2209743.30, E 6119138.16

LIMITS OF PAVEMENT REMOVAL

N 2209566.72, E 6119010.62

LIMITS OF PAVEMENT REMOVAL

N 2209611.16, E 6119171.98

LIMITS OF PAVEMENT REMOVAL

ASPHALT PAVEMENT

REMOVE EXISTING

TURNOUT

REMOVE EXISTING

N 2209566.82, E 6119335.55

LIMITS OF PAVEMENT REMOVAL

REMOVE TRACK

N 2210030.18, E 6118728.16

LIMITS OF PAVEMENT REMOVAL

N 2209747.99, E 6118840.13

LIMITS OF PAVEMENT REMOVAL

N 2209546.97, E 6119018.35

LIMITS OF PAVEMENT REMOVAL

N 2209888.03, E 6118874.43

LIMITS OF PAVEMENT REMOVAL

JOHNSON ROAD UTILITY BANK

REPAIR PROJECT)

UNDER JOHNSON RD

(TO BE REMOVED

OHP LINES

REPAIR PROJECT)

UNDER JOHNSON RD

(TO BE REMOVED

OHP LINES

REPAIR PROJECT)

UNDER JOHNSON RD

(TO BE REMOVED

OHP LINES

REPAIR PROJECT)

UNDER JOHNSON RD

(TO BE REMOVED

OHP LINE

CONTRACTOR TO VERIFY

AS NECESSARY

RELOCATE POWER POLE

CONTRACTOR TO VERIFY

AS NECESSARY

RELOCATE POWER POLE

N 2209833.2, E 6118577.54

LIMITS OF TRACK REMOVAL

N 2209559.55, E 6119374.44

LIMITS OF PAVEMENT REMOVAL

N 2209424.42, E 6119451.75

LIMITS OF PAVEMENT REMOVAL

N 2209437.31, E 6119468.81

LIMITS OF PAVEMENT REMOVAL

N 2209721.85, E 6119124.63

LIMITS OF PAVEMENT REMOVAL

N 2209943.69, E 6118793.05

LIMITS OF PAVEMENT REMOVAL

REMOVE EXISTING ASPHALT PAVEMENT

N 2209962.64, E 6118805.71

LIMITS OF PAVEMENT REMOVAL

N 2209908.69, E 6118888.24

PAVEMENT REMOVAL

LIMITS OF

N 2209842.82, E 6118984.34

PAVEMENT REMOVAL

LIMITS OF

N 2209629.83, E 6119164.34

LIMITS OF PAVEMENT REMOVAL

PROTECT EXISTING WATER VALVE IN PLACE

CONTRACT

UNDER JOHNSON RD

LIGHT POLE REMOVED

REMOVE LIGHT POLE

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

-1

A N

S I

D

S A

C R

A M

E N

T O D

IS

T R

IC

T

C O

N C

O R

D

C A

L

IF

O R

O J E

C T

M U

N

IT

IO

N S C

E N

T E

R

M O

T C

R E

N G

IN

E E

R

IN

G

IN

C

O M

A H

A

N E

B R

A S

K A

S T

H S

T R

E

J S

T S

A C

R A

M E

N T

O

C A

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

R E

P A

IR

R

A

IL

C

U R

V E

S T -1 B

R

ID

G E R

A

IL

A

N D C

A T

W A

L K

M

A Y

N

G I

N E

E R

LAN

O

I S

S E

F O

R P

WILLIAM A.

A T

E OF NEBRA

S

13.41

FD BC 5144

13.09

CP 42 M

AG

13.31

CP 45 M

AG

10.72

CP 250

8.50

FD BD 5144

PB

S D

S D

SD

E

N

E

6.

4.

3.

9.

3.

5.

CD102SCALE: 1:50 50' 100'0

NORTH

PLAN

L

K R

U S

E

W J

A N

S E

N

W J

A N

S E

N

N

B A

G N

IE

W S

K I

JOHNSON ROAD

PI

CKETT

R

OAD

HOLM

ES

R

OAD

CURVE

C

ONNECTI

ON

CD102

K R

U

J

A N

S

J

A N

S

B A

G N

IE

W S

K I

B A

S E B

ID

D E

M O

L

IT

IO

N P

L A

N B

A S

E B

ID

D E

M O

L

IT

IO

N P

L A

DEMOLITION PLAN - CURVES 13, 14, 15 & 16

TRACK B261

TRACK

B2

TR

A C

K C

TR

A C

K C

TR

A C

K C

TR

A C

K C

TR

A C

K C

TR

A C

K C

TR

A C

K C

TR

A C

K C

TR

A C

K C

TR

A C

K C

TR

A C

K C

TR

A C

K C

TR

A C

K B

TR

A C

K C

TRACK B265

TRACK

B2

TRACK

B2

TRACK

B2

TRACK B272

C U

R V

E S

A

N D

C

U R

V E

S

A

N D

PROTECT EXISTING UTILITIES IN PLACE UNLESS OTHERWISE NOTED.1.

CD102

REMOVE TRACK

REMOVE TRACK

REMOVE TRACK

REMOVE TRACK

REMOVE TRACK

REMOVE TRACK

REMOVE TURNOUT

ASPHALT PAVEMENT

REMOVE EXISTING

REMOVE TURNOUT

REMOVE TURNOUT

SAN. SEWER LINE

WATER MAIN

N 2208681.89, E 6122710.13

LIMITS OF TRACK REMOVAL

N 2208630.35, E 6122902.91

LIMITS OF TRACK REMOVAL

N 2208579.92, E 6123129.06

LIMITS OF TRACK REMOVAL

N 2208643.98, E 6122793.11

LIMITS OF TRACK REMOVAL

N 2208010.12, E 6123648.80

LIMITS OF TRACK REMOVAL

N 2208216.01, E 6123616.66

LIMITS OF TRACK REMOVAL

N 2208225.23, E 6123651.88

LIMITS OF TRACK REMOVAL

N 2208323.34, E 6123638.56

LIMITS OF TRACK REMOVAL

N 2208518.44, E 6123435.33

LIMITS OF TRACK REMOVAL

N 2208506.16, E 6123375.57

LIMITS OF PAVEMENT REMOVAL

N 2208453.53, E 6123330.85

LIMITS OF PAVEMENT REMOVAL

LIGHTING HANDHOLE IN PLACE

PROTECT EXISTING LIGHT POLE AND

N 2208471.77, E 61233315.60

LIMITS OF PAVEMENT REMOVAL

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

-1

A N

S I

D

S A

C R

A M

E N

T O D

IS

T R

IC

T

C O

N C

O R

D

C A

L

IF

O R

O J E

C T

M U

N

IT

IO

N S C

E N

T E

R

M O

T C

R E

N G

IN

E E

R

IN

G

IN

C

O M

A H

A

N E

B R

A S

K A

S T

H S

T R

E

J S

T S

A C

R A

M E

N T

O

C A

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

R E

P A

IR

R

A

IL

C

U R

V E

S T -1 B

R

ID

G E R

A

IL

A

N D C

A T

W A

L K

M

A Y

N

G I

N E

E R

LAN

O

I S

S E

F O

R P

WILLIAM A.

A T

E OF NEBRA

S

.2

C

P

R

B C

A P

.9

C

P

M

A G

ELEC BOX

COMM BOX

STREET LIGHT

PALM TREE

OLD

R/

R

TRACKS

P O

W E

R

P

O L E

P O

W E

R

P

O L E

10+00

11+00

12+00

13+00

14+00

15+00

15+48 15+48

10+00.00

POB

13+25.26

PI

15+47.84

POE

E

SCALE: 1:50

50' 100'0

N O

R T

H

P L

A N

CURVE 1

B R

O W

N R

MORDOH RD

K R

U S

E

W J

A N

S E

N

W J

A N

S E

N

N

B A

G N

IE

W S

K I

C U

R V

E

CD103

B A

S E B

ID

D E

M O

L

IT

IO

N P

L A

DEMOLITION PLAN - CURVE 17

TRACK A212

TRACK A213

T R

A C

K B

T R

A C

K B

M O

R D

O H R

D

T R

A C

K B

X

O

KEY MAP

PROTECT EXISTING UTILITIES IN PLACE UNLESS OTHERWISE NOTED.1.

CD103

REMOVE TURNOUT

REMOVE TRACK

REMOVE TRACK

WATER MAIN

N 2209030.63, E 6121358.47

LIMITS OF TRACK REMOVAL

N 2208980.17, E 6121371.46

LIMITS OF TRACK REMOVAL

N 2208729.62, E 6121335.24

LIMITS OF TRACK REMOVAL

N 2208590.89, E 6121225.38

LIMITS OF TRACK REMOVAL

N 2208582.86, E 6121202.22

LIMITS OF TRACK REMOVAL S

O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

-1

A N

S I

D

S A

C R

A M

E N

T O D

IS

T R

IC

T

C O

N C

O R

D

C A

L

IF

O R

O J E

C T

M U

N

IT

IO

N S C

E N

T E

R

M O

T C

R E

N G

IN

E E

R

IN

G

IN

C

O M

A H

A

N E

B R

A S

K A

S T

H S

T R

E

J S

T S

A C

R A

M E

N T

O

C A

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

R E

P A

IR

R

A

IL

C

U R

V E

S T -1 B

R

ID

G E R

A

IL

A

N D C

A T

W A

L K

M

A Y

N

G I

N E

E R

LAN

O

I S

S E

F O

R P

WILLIAM A.

A T

E OF NEBRA

S

PLAN

CD104

L

K R

U S

E

W J

A N

S E

N

W J

A N

S E

N

N

B A

G N

IE

W S

K I

CURVE 7

CURVE 8

L = 366.27'

DELTA = 38°27'49"

D = 10°30'00"

CURVE 7

A N

D E R S O

N R

D

TRACK B296

TRACK

B2

TRACK B290

DEMOLITION PLAN - CURVES 7 & 8

TRACK B234

TRACK B233

TRACK B307

TR

A C

K B

TR

A C

K B

1TR

A C

K B

TR

A C

K B

U

R V

E S A

N D

KEY MAP

CD104

B A

S E B

ID

D E

M O

L

IT

IO

N P

L A

N

PROTECT EXISTING UTILITIES IN PLACE UNLESS OTHERWISE NOTED. 1.

EXISTING GROUND

EXISTING CURVE 1 T/R

CURVE 2 T/R

EXISTING

SPECIAL DITCH LEFT

TRACK T/R

PROPOSED

CONSTRUCT TRACK

CONSTRUCT TRACK

CONSTRUCT TRACK

CONSTRUCT EARTHEN BUMPER

WATER MAIN

SAN. SEWER LINE

(SEE DETAIL SHEET CT506)

STARTING WITHIN LIMITS OF TURNOUT

WITH HORIZONTAL CURVE

TURNOUT IS NON-STANDARD

115RE RAIL

CONSTRUCT NO. 8 RH HTTO

STA 106+00.00

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

WETLAND AREA

NO WORK WITHIN EXISTING

IN PLACE

MONITORING WELL

PROTECT EXISTING

LOCATIONS AS NECESSARY

TEST AND WATER VALVE

PROTECT/ADJUST EXISTING CP

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

-1

A N

S I

D

S A

C R

A M

E N

T O D

IS

T R

IC

T

C O

N C

O R

D

C A

L

IF

O R

O J E

C T

M U

N

IT

IO

N S C

E N

T E

R

M O

T C

R E

N G

IN

E E

R

IN

G

IN

C

O M

A H

A

N E

B R

A S

K A

S T

H S

T R

E

J S

T S

A C

R A

M E

N T

O

C A

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

R E

P A

IR

R

A

IL

C

U R

V E

S T -1 B

R

ID

G E R

A

IL

A

N D C

A T

W A

L K

M

A Y

N

G I

N E

E R

LAN

O

I S

S E

F O

R P

WILLIAM A.

A T

E OF NEBRA

S

SW

ITCH

SW

ITCH

SW

ITCH

11.05CP 26 M

AG

6.43CP 30 M

AG

WATE

R

W A T E R

WATER

0 1

.6

P T

.3

P O

E

.0

P C

-10

-10

99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00

E L E

V A

T

IO

N

STATION

P t.

S w

N o R

H H

T T

O S ta .0

E le v

.5

P V I .0

E le v .2

P

V C

.3

E le v .1

P V I .3

E le v .9

P V

T

.3

E le v .6

P V

C

.2

E le v .9

P V I .2

E le v .3

P V

T

.2

E le v .4

P V I .0

E le v

.0

-0.31% 1.00%

0.25%

Dir Sag

L 150.00'

R 0.87

Dir Crest

L 80.00'

R -0.94

P V I .0

E le v .9

P V I .0

E le v .9

P V I .0

E le v .8

-0.16% -0.07%

50' 100'0 0 5' 10'SCALE: 1:50

NO

RTH

PLAN

L

K R

U S

E

W J

A N

S E

N

W J

A N

S E

N

N

B A

G N

IE

W S

K I

CT100

FROID ROAD

CURVE 1 & 2

COMBINED

L = 523.60'

DELTA = 62°43'03"

D = 12°00'00"

COMBINED CURVE 1 & 2

B A

S E B

ID

T

R A

C K P

L A

N A

N D P

R O

F

IL

PLAN - CURVE 1

TRACK R2-A

TRACK B241

TR

A C

K B

T R

A C

K B

C U

R V

E S A

N D

CT100

3. SEE SHEET CT501 FOR TRACK TYPICAL SECTIONS.

2. SEE SHEET CT301 FOR GRADING CROSS SECTIONS.

PROTECT EXISTING UTILITIES IN PLACE UNLESS OTHERWISE NOTED. 1.

TOP-OF-RAIL PROFILE - CURVE 1

EXISTING GROUND

CURVE 3 T/R

EXISTING

RIGHT

SPECIAL DITCH

12" x 26 LF CMP

LEFT

SPECIAL DITCH

RIGHT

SPECIAL DITCH

SUBDRAIN

LEFT/RIGHT FOR 6"

SPECIAL DITCH

PROPOSED TRACK T/R

CONSTRUCT TRACK

(SEE DETAIL SHEET CT506)

115RE RAIL

CONSTRUCT NO. 8 RH HTTO

CURVE 3 STA 300+00.00

CROSSING. SEE SHEET CP101.

CONSTRUCT ROAD

END SECTIONS (SEE SHEET CU300)

CONSTRUCT 12" X 26 LF CMP CULVERT W/ 2 FLARED

CP102, CP103 & CP104.

CROSSING. SEE SHEET

CONSTRUCT ROAD

WETLAND AREA

NO WORK WITHIN EXISTING

MONITORING WELL AS NECESSARY

PROTECT/ADJUST EXISTING

SURFACE AS NECESSARY

VALVE - ADJUST TO PROPOSED

PROTECT EXISTING WATER

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

-1

A N

S I

D

S A

C R

A M

E N

T O D

IS

T R

IC

T

C O

N C

O R

D

C A

L

IF

O R

O J E

C T

M U

N

IT

IO

N S C

E N

T E

R

M O

T C

R E

N G

IN

E E

R

IN

G

IN

C

O M

A H

A

N E

B R

A S

K A

S T

H S

T R

E

J S

T S

A C

R A

M E

N T

O

C A

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

R E

P A

IR

R

A

IL

C

U R

V E

S T -1 B

R

ID

G E R

A

IL

A

N D C

A T

W A

L K

M

A Y

N

G I

N E

E R

LAN

O

I S

S E

F O

R P

WILLIAM A.

A T

E OF NEBRA

S

V

.5

C P M

A G

N

305+

306+00

307+00

308+00

.2

P C

307+76.57 PT

S ta .5

M o o re R d

S ta .6

J a c k s o n R d

S ta .8

A c c e s s R d

-10

-10

299+00 300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00

E L E

V A

T

IO

N

E L E

V A

T

IO

N

STATION

E le v

.5

P V

C

.0

E le v

.4

P V I .0

E le v

.4

P V

T

.0

E le v

.3

P V

C

.0

E le v

.2

P V I .0

E le v

.2

P V

T

.0

E le v

.2

P

O E

.5

E le v

.2

-0.02% -0.13% 0.09%

Dir Crest

L 100.00'

R -0.11

Dir Sag

L 100.00'

R 0.22

P t.

S w

N o R

H H

T T

O S ta .0

P

V I .0

E le v .9

PVI 305+60.10

Elev 7.44

P V I .5

E le v .1

-0.09% 0.32%

P V I .8

E le v .7

P V I .0

E le v .1

P

V I .0

E le v .8

P V I .0

E le v .0

P V I .0

E le v .0

P V I .0

E le v .0

-0.18% -1.83%

-4.38%

0.00%

5.0 0%

P V I .0

E le v .9

P V I .8

E le v .7

-0.09%

K R

U

J

A N

S E

N

W J

A N

S

B A

G N

IE

W S

K I

CT101

SCALE: 1:50

SCALE: 1:50

50' 100'0

50' 100'0 0 5' 10'

N O

R T

H

P L A

N

M O

O R E R

O A D

J A

C K S

O N R

O A

D

CURVE 3

C U

R V

E

L = 653.31'

DELTA = 65°14'55"

D = 10°00'00"

CURVE 3

TRACK B227A

TRACK B228

T R

A C

K B

PLAN - CURVE 3

A C

K B

T R

A C

K B

T R

A C

K B

T R

A C

K B

TRACK B239

B A

S E B

ID

T

R A

C K P

L A

N A

N D P

R O

F

CT101

TOP-OF-RAIL PROFILE - CURVE 3

3. SEE SHEET CT501 FOR TRACK TYPICAL SECTIONS.

2. SEE SHEETS CT302-CT304 FOR GRADING CROSS SECTIONS.

1. PROTECT EXISTING UTILITIES IN PLACE UNLESS OTHERWISE NOTED

EXISTING LADDER TRACK T/R

12" x 208' CMP

FOR 6" SUBDRAIN

SPECIAL DITCH LEFT/RIGHT

PROPOSED TRACK T/R

CT507)

115RE RAIL (SEE DETAIL SHEET

CONSTRUCT NO. 9 LH HTTO

LADDER TRACK STA 12+96.45

CURVE 15 STA 1500+00.00 =

CT507)

115RE RAIL (SEE DETAIL SHEET

CONSTRUCT NO. 9 LH HTTO

LADDER TRACK STA 14+49.54

CURVE 14 STA 1400+00.00 =

CT507)

115RE RAIL (SEE DETAIL SHEET

CONSTRUCT NO. 9 LH HTTO

LADDER TRACK STA 15+62.65

CURVE 13 STA 1300+00.00 =

SURFACE AND LINE AS NEEDED

SHIFT TRACK

JOINT AS NECESSARY

CT507) INSTALL COMPROMISE

& ELEVATION (SEE DETAIL SHEET

115RE RAIL AT EXISTING GRADE

CONSTRUCT NO. 9 RH HTTO

LADDER TRACK STA 9+80.00

CURVE 16 STA 1599+80.00 =

COMM. LINES

UNDERGROUND

UNDERGROUND COMM LINES

WATER MAIN

SAN. SEWER LINE

SAN. SEWER LINE

UNDERGROUND COMM. LINES

UGE LINE

UNDERGROUND COMM LINES

UNDERGROUND COMM LINES

STORM SEWER LINE

CONSTRUCT 6" SUBDRAIN

CONSTRUCT 6" SUBDRAIN

12" CMP.(SEE SHEET CU301)

CONNECT 6" SUBDRAINS TO

CONSTRUCT 12" X 208' CMP.

LADDER TRACK STA 15+08

PROTECTION SYSTEM IN PLACE

PROTECT EXISTING LIGHTNING

PROTECTION SYSTEM IN PLACE

PROTECT EXISTING LIGHTNING

CONSTRUCT 6" SUBDRAIN

CONSTRUCT TRACK

CONSTRUCT TRACK

CONSTRUCT TRACK

REPAIR PROJECT)

UNDER JOHNSON RD

(TO BE REMOVED

OHP LINE

REPAIR PROJECT)

UNDER JOHNSON RD

(TO BE REMOVED

OHP LINE

REPAIR PROJECT)

UNDER JOHNSON RD

(TO BE REMOVED

OHP LINE

REPAIR PROJECT)

UNDER JOHNSON RD

(TO BE REMOVED

OHP LINES

REPAIR PROJECT)

UNDER JOHNSON RD

(TO BE REMOVED

OHP LINE

REPAIR PROJECT)

UNDER JOHNSON RD

(TO BE REMOVED

OHP LINES

(SEE DETAIL SHEET CT507)

STARTING WITHIN LIMITS OF TURNOUT

WITH HORIZONTAL CURVE

TURNOUT IS NON-STANDARD

115RE RAIL

CONSTRUCT NO. 9 LH HTTO

LADDER TRACK STA 10+15.73

CURVE 16 STA 1600+00.00 =

COMM LINE

UNDERGROUND

TO EX MANHOLE

CONNECT CULVERT

UTILITY BANK (TYP)

JOHNSON ROAD

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