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ADDENDUM No. 1SEPTEMBER 9, 2011

GILA RIVER INDIAN COMMUNITY

GEORGE WEBB VILLAGEDISTRICT 4 SUBDIVISION

SOLAR STREET LIGHT PLANSPINAL COUNTY, ARIZONA

SHEET INDEX

SHEETNO.

1234567

DWG ID

G-01G-02G-03SSL-01SLD-01SLD-02SLD-03

DESCRIPTION

COVER, LOCATION MAPS, AND SHEET INDEXABBREVIATIONS AND DRAWING DESIGNATIONTYPICAL SECTIONS AND NOTESSOLAR STREET LIGHT PLANFOUNDATION DETAILSPOLE DETAILPOLE TOP DETAILS

1-800-STAKE-IT(602) 263-1100

MARICOPA

PROJECTLOCATION

LOCATION MAPSACATON, ARIZONA

T3S, R5E

PROJECT AREASECTI0N

3SECTI0N

4

SECTI0N10

SECTI0N9

GOODYEAR RD

SR-5

87

U T A H

N E

W

M E

X I

C O

YUMA

GILA RIVERINDIAN COMMUNITY

FLAGSTAFF

PHOENIX

TUCSON

L O C A T I O N M A P

M E X I C O

C A

L

I F

O R

N I

A

S T A T E O F A R I Z O N A

8

10

40

19

10

40

17

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09/09/1

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HUNT HIGHWAY

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No.

109

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111

TO

GILA RIVER

DIST 5

DIST 3

DIST 1

GOODYEAR ROAD

INTERSTATE 10

CASA BLANCA ROAD

RIGGS RD.

OLD

STA

TE

SACATON RD

HUNT HIGHWAY

STATE ROUTE 87

STA

TE H

WY.

87

MAR

ICO

PA R

D.

GIL

BER

T R

D.

SAC

ATO

NR

D.

CASA BLANCA RD.

COOLIDGE

FARMSGILA RIVER

SANTAN

LONE BUTTE

SACATON

STOTONIC

CASA BLANCA BAPCHULE

BLACKWATER

DIST 4

DIST2

G-02

ABB

RE

VIAT

ION

S &

DR

AW

ING

DES

IGN

ATI

ON

SCREENED ELEMENTS ON AREA MAPPING REPRESENT EXISTING FACILITIESOR ELEVATIONS.

SCREENED BACKGROUNDS ON OTHER DRAWINGS CAN REPRESENTEXISTING FACILITIES OR FACILITIES TO BE CONSTRUCTED UNDER THISCONTRACT, WHICH, IF DRAWN IN SOLID LINES, WOULD OBSCURE THEPARTICULAR DETAILS BEING SHOWN. CONSULT THE ENGINEER IFSCREENING OF ANY ELEMENT IS NOT SELF-EXPLANATORY.

GENERAL

WATER PLAN

SECTION AND DETAIL STANDARDS

SECTION (LETTER) DESIGNATION ONDRAWING WHERE SECTION IS TAKEN.

ARROW INDICATES DIRECTION OF SECTION

DETAIL (NUMERAL) DESIGNATION ONDRAWING WHERE DETAIL IS TAKEN

STANDARD DETAILS DESIGNATIONSTANDARD DETAIL

DESIGNATION (NUMERAL)

STANDARD DETAIL AS SHOWN ARE INTENDED TO BE TYPICAL AND SHALL APPLY TOALL SIMILAR SITUATIONS OCCURING ON THE PROJECT, WHETHER OR NOT THEY ARE KEYED INEACH LOCATION. CONSULT THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION.

SCREENING

G

W

SHEET NUMBER (OR LINE IFTAKEN AND SHOWN ON SAMEDRAWING) ON DRAWING WHERESECTION OR DETAIL IS SHOWN.

G-2

DRAWING DESIGNATION

DISCIPLINE(SEE TABLE)

DRAWING NUMBER

BS-1

S-11

WD WATER DETAILS

STA 100+00EXST FACILITY

DENOTES EXISTINGFACILITIES WITHINPROJECT LIMITS

DENOTES ACTIONTO BE TAKEN BYCONTRACTOR

NOTE:IF NO EXISTING FACILITIES ARE CALLED OUTALL TEXT WILL BE BOLD DENOTING ACTIONTO BE TAKEN BY CONTRACTOR.

SEE "SECTION AND DETAILIDENTIFICATION SYSTEM"FOR DEFINITIONS

FACILITITES WITHINOUTLINED AREA

SHOWN ON SITE PLANS

DEMO AND REPLACEW/NEW STRUCTURE

STANDARD NOTATION

SITE PLAN DESIGNATION

LETTER DISCIPLINE

SP-11NOTES:

INSTRUMENTATION AND CONTROLINSIDE DIAMETERINVERT ELEVATIONINCHINSTALLNVERTIRRIGATION

JOINT

LENGTHLATERALPOUNDSLINEAR FEETLONGLANELONGITUDINALLONG RADIUSLUMP SUM

MAXIMUMMANUFACTURERMUNICIPAL AND INDUSTRIALMINIMUMMISCELLANEOUSMANHOLEMONUMENTMOUNTINGMETALMONITORING WELL

NORTHNORTH AMERICAN VERTICALDATUMNOT APPLICABLENOT IN CONTRACTNUMBERNOMINALNOT TO SCALENORMAL WATER SURFACE

ON CENTEROUTSIDE DIAMETERORIGINAL GROUNDOVERHEADOUT TO OUTOPENINGOPPOSITE

PIMA-MARICOPA IRRIGATION PROJECTPIMA AGENCYPOINT OF CURVATUREPERMANENT EASEMENTPERMANENTPOINT OF INTERSECTIONPERMANENT IRRIGATION EASEMENTPROPERTY LINEPOINT OF BEGINNINGPOINT OF CURVEPOINT OF ENDINGPOINT OF TANGENTPOINT OF REVERSE CURVEPRECASTPREFABRICATEDPROPERTYPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPAVEMENTPOINT OF TANGENCYPOLYVINYL CHLORIDE PLASTICPOINT OF VERTICAL TANGENCY

FLOW RATE (CFS)QUADRANTQUANTITY

RADIUSREINFORCED CONCRETEREINFORCED CONCRETE PIPEROADREDUCERREFERENCEREHABILITATION/REHABILITATEDREINFORCEDREQUIREDRAILROADREINFORCING STEELRIGHT-OF-WAY

SLOPE OR SOUTHSOIL BORINGSCHEDULESAN CARLOS IRRITGATIONAND DRAINAGE DISTRICTSAN CARLOS INDIANIRRIGATION PROJECTSECTIONSHEETSIMILARSPECIFICATIONSSPACINGSQUARESTAINLESS STEELSTATIONSTANDARD

I&CIDIEIN.INSTLINVIRR

JT

LLATLBLFLGLNLONG.LRLS

MAXMFRMIMINMISCMHMONMTGMTLMW

NNAVD

N/AN/CNO.NOMNTSNWS

OCODOGOHO TO OOPNGOPP

P-MIPPAPCPEPERMPIPIEPLPOBPOCPOEPOTPRCPRCSTPREFABPROP.PSFPSIPVMTPTPVCPVT

QQDRNTQTY

R RADRCRCPRDRDCRREFREHABREINFREQDRRRSTR/W

SSBSCHSCIDD

SCIIP

SECSHSIMSPECSPGSQSST, SSSTASTD

@ABABDNABUTMTACADD'LADJAPPROXAPVDASSYASTM

AUXAVEAWWA

BCSMBETWBLDGBMBOTTBRG

CAPCCPCDCFSCLCLFCLSMCMPCMUCONCCONTCOORDCPC TO CCTRCTRDCUCU FTCU YDCULV

DDEGDEMODETDIADIAGDIMDIPDIRDISDISCHDN

DRWDWGDWS

EEAEBEFEGELENGREOREQLEQL SPEQPTESMTEWEXST

FCFCAFIG.FDNFLEXFLRFOFTFTG

GAGALVGALVSGNDGRFGRICGRIC PW

GRTGGRTIGVL

HAHDPEHDWLHGLHGTHIDD

HORIZHPHWY

ATAGGREGATE BASEABANDONEDABUTMENTASPHALTIC CONCRETEADDITIONALADJACENT, ADJUSTABLEAPPROXIMATELYAPPROVEDASSEMBLYAMERICAN SOCIETY OF TESTINGMATERIALSAUXILIARYAVERAGEAMERICAN WATER WORKS ASSOCIATION

BRASS CAP SURVEY MONUMENTBETWEENBUILDINGBENCH MARKBOTTOMBEARING

CAPACITY, CENTRAL ARIZONA PROJECTCONCRETE CYLINDER PIPECROSS-DRAINAGE STUCTURECUBIC FEET PER SECONDCENTERLINECHAIN LINK FENCECONTROL LOW STRENGTH MATERIALCORRUGATED METAL PIPECONCRETE MASONRY UNITSCONCRETECONTINUOUSCOORDINATECONTROL POINTCENTER TO CENTERCENTERCENTEREDCUBICCUBIC FOOTCUBIC YARDCULVERT

DEPTHDEGREEDEMOLITIONDETAILDIAMETERDIAGONALDIMENSIONDUCTILE IRON PIPEDIRECTIONDISTANCEDISCHARGEDOWN

DROUGHT RELIEF WELLDRAWINGDESIGN WATER SURFACE

EAST OR ELECTRICALEACHEAST BOUNDEACH FACEEXISTING GRADEELEVATIONENGINEEREDGE OF ROADEQUALEQUALLY SPACEDEQUIPMENTEASEMENTEACH WAYEXISTING

FLEXIBLE CONNECTIONFLANGED COUPLING ADAPTERFIGUREFOUNDATIONFLEXIBLEFLOORFIBER OPTICSFOOT OR FEETFOOTING

GAUGEGALVANIZEDGALVANIZED STEELGROUNDGILA RIVER FARMSGILA RIVER INDIAN COMMUNITYGILA RIVER PUBLIC WORKS DEPT.

GRATINGGILA RIVER TELECOMMUNICATIONS, INC.GRAVEL

HAND AUGERHIGH DENSITY POYETHYLENEHEADWALLHYDRAULIC GRADE LINEHEIGHTHOHOKAM IRRIGATION ANDDRAINAGE DISTRICTHORIZONTALHORSEPOWERHIGHWAY

STLSTRLSTRUCTSWSYM

TT&BTBMTCTCE

TECHTELTEMPTFT.O.THKTOPTOLTORLTPTRANSTWTYP

UGUNKUNOUSBR

VERTVOLVPI

WW/WBWSWSPW.S.WSEL

WWMWTR

YDYR

STEELSTRUCTURALSTRUCTURESUPPLEMENTAL WELLSYMMETRICAL

TANGENT, TOWNSHIPTOP AND BOTTOMTEMPORARY BENCH MARKTOP OF CONCRETETEMPORARY CONSTRUCTIONEASEMENTTECHNICALTELEPHONETEMPORARYTOP FACETURNOUTTHICKTOP OF BANKTOP OF LININGTOP OF RAISED LININGTEST PITTRANSITIONTOP OF WALLTYPICAL

UNDERGROUNDUNKNOWNUNLESS OTHERWISE NOTEDUS BUREAU OF RECLAMATION

VERTICALVOLUMEVERTICAL POINT OFINTERSECTION

WATERWITHWEST BOUNDWATER SURFACEWELDED STEEL PIPEWATER STOPWATER SURFACEELEVATIONWELDED WIRE MESHWATER

YARDYEAR

FOR ABBREVIATIONS NOT LISTEDSEE ABBREVIATIONS FOR USE ONDRAWINGS AND TEXT, PUBLISHEDBY THE AMERICAN NATIONALSTANDARDS INSTITUTE INC. (ANSI).

ABBREVIATIONS

GRIIDD GILA RIVER INDIAN IRRIGATION &DRAINAGE DISTRICT

DPW DEPARTMENT OF PUBLIC WORKS

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16'-0"B/C

4'-0"

25'-0"R/W

5'-0" 7'-0"

20'-0"PUE

25'-0"TRACT

4'-0

"M

IN 3'-6

"M

IN

CL

16'-0"B/C

25'-0"R/W

20'-0"PUE

25'-0"TRACT

8'-0"WATER

5'-0"SEWER

GRIC-UA CONDUIT BYCONTRACTOR.

SEE GRIC-UA PLANS

NUMBER OFCONDUIT VARIES

TELE. / CABLE TV BY GRTICONTRACTOR SHALLCOORDINATE WITH GRTI.SEE GRTI PLANS.

ABC

4'-0" 2'-6"

3'-6

"M

IN

GRIC-UA CONDUIT BYCONTRACTOR.SEE GRIC-UA PLANSNUMBER OF

CONDUIT VARIES

TELE. / CABLE TV BY GRTI.CONTRACTOR SHALL

COORDINATE WITH GRTI.

4'-0

"M

IN

5'-0"7'-0"

ROLLCURB

AC

REINF CONCFOUNDATION

30"

BATTERY BOX

SOLAR PANELSFACING SOUTH ONNORTH-SOUTH STREET

SOLARSTREET

LIGHT

36"

60"

1SLD-01

1SLD-01

SOLAR PANELSFACING SOUTH ONEAST-WEST STREET

AC

30'-0

"

6'-6"

50'-0"R/W

4'-0"

12'-0"WATER

GRIC-UA CONDUIT BYCONTRACTOR.SEE GRIC-UA PLANS.

TELE. / CABLE TV BY GRTI.CONTRACTOR SHALLCOORDINATE WITH GRTI.SEE GRTI PLANS.

ABC

6"14'-0" 2'-0"

30'-0"

5'-0"MIN TO TOE

VARIES SEEGRTI PLANS

6'-6"

50'-0"R/W

4'-0"

CL

ABC

6"26'-0"2'-0"

4'-0

"M

IN

3'-6

"M

IN

MEDIAN

VARIES W/ STREETAND/ OR HEADWALLS 2' MIN

SLOPES VARIES W/GRADES 6:1 STEEPEST

NUMBER OFCONDUIT VARIES

ACAC

1SLD-01

SEE GRADINGAND DRAINAGEPLANS

VARIES W/STREET TAPER

G-03

1. THE ENGINEER SHALL BE NOTIFIED 48 HOURS BEFORE ANYSOLAR STREET LIGHT CONSTRUCTION BEGINS.

2. ALL CONSTRUCTION SHALL CONFORM TO M.A.G.SPECIFICATIONS AND DETAILS, EXCEPT AS MODIFIED ONTHESE PLANS.

3. TRAFFIC REGULATIONS: ALL WORK MUST COMPLY WITHREQUIREMENTS OF THE M.U.T.C.D. (MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES).

4. ALL SHOP DRAWINGS, PRODUCT DATA AND SAMPLES SHALL BESUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL.

5. ALL UTILITIES SHALL BE POT HOLED AND LOCATED BYCONTRACTOR.

6. ALL ROADS AND DRIVEWAYS MUST BE RESTORED TO ORIGINALCONDITION.

7. CONTRACTOR IS REQUIRED TO CONTACT ARIZONA BLUESTAKE AND GRIC DEPT OF PUBLIC WORKS PRIOR TO THESTART OF PROJECT.

8. EACH POLE SHALL HAVE 2 EACH, 130 W SOLAR PANELSATTACHED IN ACCORDANCE WITH MANUFACTURERSDIRECTIONS.

GRIC - DPW GENERAL NOTES

TYP

ICAL

SEC

TIO

NS

AN

D N

OTE

S

TYPICAL UTILITY LAYOUTFOR RESIDENTIAL STREETS

1"= 5'(FACING NORTH OR EAST)

RAINBOW'S ENDS STREET STATION 18+00 TO 20+23 SIMILAR1"= 5'(FACING WEST)

BUZZING FEATHER STREET STATION 10+00 TO 12+13TYPICAL UTILITY LAYOUT

NOTE: RAINBOW'S ENDS STREET TAPERS, SEE PV-01.

NOTES:

1. UTILITY CONDUIT, WATER AND SEWER AS SHOWNARE SCHEMATIC. REFER TO SPECIFIC UTILITY PLANSFOR DESIGN LOCATION.

2. DRY UTILITIES MAY BE LOCATED ON EITHER SIDE OFSTREET.

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SOLAR STREET LIGHTS

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0100' 200'100'

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PLAN

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BUZZINGFEATHERSTREET

SSL-011-800-STAKE-IT(602) 263-1100

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SOLAR POWER LIGHT PLANNTS

QUANTITIES: 2 DOUBLES72 SINGLES

NOTES:

1. GENERAL SPACING ON STREET LIGHTS SHALL BE 120FEET.

2. CONTRACTOR SHALL COORDINATE SOLAR STREETLIGHTS WITH WATER, SEWER, LANDSCAPING,GRIC-UA, AND GRTI PLANS TO AVOID CONFLICTS.

3. REFER TO SPECIAL PROVISIONS FOR OTHERREQUIREMENTS.

LEGEND:

SINGLE SOLAR STREET LIGHT

DOUBLE SOLAR STREET LIGHT

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1

81 80 79 78 77 76 75 74 73

72

7170

69 68

676665646362

61 60 59 58 57

5655545352

51

50

49

484746454443

42 41 40 39 38 37 36 35

3433

323130292827

26 25 24

232221

201918

17 16 15

14131211109

8 7 6 5 4 3 2 1

OFO

FOFO

FO10

W10

W10

W10

W16

W16

W16

W16

W

1202

1202

20'

P.U

.E.

20'

P.U

.E.

20'

P.U

.E.

20'

P.U

.E.

20'

P.U

.E.

20'

P.U

.E.

20'P.U.E.

20'

P.U

.E.

20'

P.U

.E.

15' D

.E.

& P.

U.E

.

15' D

.E.

& P.

U.E

.

20'

P.U

.E.

30'

D.E

.

30'

D.E

.

30'D.E.

30'

D.E

.

30'

D.E

.

SR-5

87

GEE

GA

GE

STR

EET

GREY HORSE STREET

JUANA LOSSO STREET

EAGLE FEATHER STREET

SWIF

T

A

RR

OW

STR

EET

KEL

I-HI

ST

REE

T

RAINBOW'S ENDS STREET

HARVIER CAWKER STGREY HORSE ST

BUZZING FEATHER STREET

WEB

B

ST

REE

T

1" SVC

120'

120'

5'1

2

3

4

5

6

7

9 5'

8101112131415

16

17

18

20

19

21

22

23

24262831

252729

30

32

33

34

35

36

40

39

38

37

414345

424447

46

48

49

54

55

56

51

50 52

53

± 135'

57 58 59 60 61 65 68

69

71 72

62

64

63

7067

66

MIN 5' CLRTO F.H.

A

B

PO

LE F

OU

ND

ATI

ON

DET

AIL

SLD-011-800-STAKE-IT(602) 263-1100

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NOTES:

1. THE CONTRACTOR SHALL FURNISH AND INSTALLREINFORCED CONCRETE FOUNDATIONS WITH ANCHORBOLTS.

2. THE CONTRACTOR SHALL FURNISH AND INSTALLSOLAR STREET LIGHT POLES, ARMS, LUMINARIES,PANELS, AND ALL OTHER APPURTENANCES.

3. SOLAR PANELS SHALL FACE SOUTH.

4. THE CONTRACTOR SHALL PLUMB AND LEVEL ALLPOLES AND GROUT ALL BASES WITH 5 STAR GROUTPRECISION NON-SHRINK CEMENT GROUT ORAPPROVED EQUAL. MINIMUM 7 DAY STRENGTH.STRENGTH OF 5000 PSI. GROUT THICKNESS SHALL BEAS RECOMMENDED BY THE GROUT MANUFACTUREROR 1" MAX.

5. THE CONTRACTOR SHALL FURNISH SOLAR STREETLIGHTS, POLES, AND ANCHOR BOLTS MANUFACTUREDBY:

SOLAR STREET LIGHTS USA,169 MANUFACTURERS DRIVE,HOLLAND, MICHIGAN 49424.(616) 399-6166.

6. THE CONTRACTOR SHALL INSTALL POLE FOUNDATIONSIN SOLID UNDISTURBED GROUND OR FILLSCOMPACTED TO 95% OR A COMBINATION OF BOTH. SEESPECIAL PROVISIONS.

1

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11

PO

LE H

EIG

HT

30'-0

"A

PP

RO

X 5

'

4'-0"

BATTERY BOX AT TOP OF POLE

BASE COVER &LEVELING NUTS

30" Ø x 48" TALL SONOTUBEFIBERBOARD FORM FOR

CONCRETE BASE STRIP FORM 4"BELOW GRADE

FINISH GRADE

7 EA #6 VERTS EQUALLY SPACED(± 11" RADIAL) 5" SHORTER THAN

THE TOTAL LENGTH WITH #4 TIES12" ON CENTER

60"

36"

30"

COBRA HEADLUMENAIRE 70W,TYP

STEEL POLES:5" x 5" x 3/16" x 19'-6"

1" Ø ANCHOR BOLTS(30" LENGTH)

SEE NOTE 6

SOLAR PANELS2 (130W)PER POLE

SOLAR STREET LIGHT1" = 4'-0"

1-

3'-0

"

2" C

LR

2" CLR

3" C

LR

.

30"Ø x 48" TALL SONOTUBEFOR UPPER PORTION OFFOUNDATION. STRIP FORM TO4" BELOW FINISHED GRADE.

12"

ROUNDED CORNER,1" RADIUS

SEE NOTE 4TYP

PLAN POLE FOUNDATION2" = 1'-0"

2-

30"CONC FOUNDATION

2"CLR

#4 TIES AT 12" C-CMIN LAP 15"

7 EA #6 EQUALLYSPACED

1'-4"

1 1/2"1'-1"1 1/2"1 1/

2"1'

-1"

1 1/

2"

5"

5" (4) 1-1/8"Ø HOLES

16" x 16" x 1"STEEL PLATE

5"x5" HOLE FOR5"x5"x5/16" POST

1/4"

1"6"

3/8"

3/163/16

3/163/16

6"x6"x3/8" GUSSET(TYP OF 4)

ELEVATION

PLAN

45°

1/2"

16"x16"x1" BASE PLATE

30'-7

"

30'-1

"6"

30'-0

"1"

5"x5"x5/16" GALVANIZEDSTEEL POST

3/16

5"x5"x1" STEEL TOP PLATE

3/16

4"Ø SCH 40 PIPE x6" TALL TENNON TOP

2-

NOTE:

5"x5"x5/16" POST AND GUSSETSNOT SHOWN IN PLAN FOR CLARITY.

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SOLAR STREET LIGHT POLE1/2"= 1'-0"

1-

BASE PLATE DETAIL3"= 1'-0"

2-

NOTES:

1. POLES SHALL BE FURNISHEDAND INSTALLED BY THECONTRACTOR.

2. POLE ASSEMBLIES SHALL BEHOT DIP GALVANIZED.

AD

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No.

109

-09-

111

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1-

5" x 5" x 5/16"GALVANIZEDSTEEL POST

1

3'-6"

5'-0"

3'-6

"9"

9"6 3/4" Ø

4 1/4"

CLAMP PLATE1/2" = 1'-0"

FRONT SIDE

SECTIONNTS

B-

6'-0

"

4'- 4 3/4" ØFOR MID PLATE

AND END CAP

TOP

6'-0"

FRONT

1'-3" 3'-6" 1'-3"

10 1

/2"

3'-6

"1'

-3"

2'-6

"

10'-2

1/4

"

A-

A-

B-

SIDE

3'-0"

R 19'-4 3/4"

1'-4 1/8"

3/4" F/CORDGRIP

DRILL AND TAPFOR 1/2 - 13 (TYP) 4'

-5 1

/4"

6" x 6"x 1/4"TUBE STEEL

1/4" MID PLATEWELDED INPLACE

1/2-13 NUTWELDED INPLACE (TYP)

1/4 END CAP PLATEWELDED IN PLACE

1/2"-13 x 1 1/4"

CABLE FROMSOLAR PANEL(S)

3/4 Ø HOLES F/ SOLARPANEL MTG

SECTIONNTS

A-

POLE TOP MTG. BOX1/2" = 1'-0"

3'-0"

40'-9"

1 3/8" x 1 3/8"TUBE STEEL

R 19'-4 3/4"

FRONT

TOP

S-PANEL MTG. ARC1/4" = 1'-0"

12'-0

"

ANGLE 2" x 2"x 1/4" x 12"

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NOTES:

1. POLE TOPS FURNISHED AND INSTALLED BYTHE CONTRACTOR.

2. SOLAR PANELS NOT SHOWN. SOLAR PANELSAND ALL APPURTENANCES SHALL BEFURNISHED AND INSTALLED BY THECONTRACTOR.

AD

DE

ND

UM

No.

109

-09-

111

1