09/01/2021

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YCO-43

B. SOMERTON STORM WATER RETENTION BASIN GATE BOX MODIFICATIONS C. NORTH CENTRAL BASIN STORM WATER LIFT STATION

(C.I.P. # 3.1803)

YUMA COUNTY FLOOD CONTROL DISTRICT

BOARD OF DIRECTORS YUMA COUNTYCHAIRMANVICE-CHAIRMANMEMBERMEMBERMEMBER

Susan K. ThorpeFrank J. Sanchez, P.E.Jason Giard, P.E.

COUNTY ADMINISTRATORINTERIM DIRECTOR/COUNTY ENGINEERPROJECT MANAGER

Marco A. (Tony) ReyesMartin PorchasDarren SimmonsJonathan LinesLynne Pancrazi

SEPTEMBER 2021

STORM WATER RETENTION/DETENTION BASINS

09/01/2021

22x34

24x36

B. SOMERTON STORM WATER RETENTION BASINGATE BOX MODIFICATIONS

(C.I.P. # 3.1803)

YUMA COUNTY FLOOD CONTROL DISTRICT

BOARD OF DIRECTORS YUMA COUNTYCHAIRMANVICE-CHAIRMANMEMBERMEMBERMEMBER

Susan K. ThorpeFrank J. Sanchez, P.E.Jason Giard, P.E.

COUNTY ADMINISTRATORINTERIM DIRECTOR/COUNTY ENGINEERPROJECT MANAGER

Marco A. (Tony) ReyesMartin PorchasDarren SimmonsJonathan LinesLynne Pancrazi

YCO-43

SEPTEMBER 2021

09/01/2021

22x34

24x36

NTS

SONORA, MEXICO

YUMA

LA PAZ

MOHAVE

COCONINO

YAVAPAI

MARICOPA

PINAL

PIMA

SANTA CRUZ

COCHISE

GRAHAM

GREE

NLEE

NAVAJO

APACHE

GILA

G-1BYCO-43

PROJECT VICINITY MAP

PROJECTAREA

NTSLOCATION MAP

HIGHWAY 95 MAIN STREET

CO 16 1/2 STREET

CO 15 1/2 STREET

CESA

R CH

AVEZ

AVE

NUE

MAI

N DR

AIN

PROJECT LOCATION, VICINITY MAP, & GENERALNOTES

SOMERTON

YUMA

COVER SHEETSHEET NUMBER: TITLE:

SHEET INDEX

G-2BPROJECT LOCATION, VICINITY MAP, & GENERAL NOTESG-1B

RETENTION BASIN SITE PLAND-1B DETAILS

LEGEND & ABBREVIATIONSR-1B TOPOGRAPHIC SURVEY AND REMOVAL PLANC-1B

T-1B

PROJECT DESCRIPTION:YUMA COUNTY FLOOD CONTROL DISTRICT CAPITAL IMPROVEMENT STORM WATER PROJECT.MODIFICATIONS TO THE EXISTING RETENTION BASIN GATE BOX.

GENERAL NOTES:1. THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE TO AND IN COMPLIANCE WITH THE

FOLLOWING DOCUMENTS AS APPLICABLE TO THE VARIOUS TYPES OF WORK REQUIRED: - PROJECT PLANS. - PROJECT MANUAL. - PUBLIC WORKS STANDARD FOR YUMA COUNTY VOLUMES I AND II

2. NOT ALL STANDARD DRAWINGS ARE INCLUDED HEREIN,STANDARD DRAWINGS LISTED BUT NOTSHOWN ARE INCLUDED BY REFERENCE.

3. UTILITY LOCATIONS ARE UNKNOWN OR APPROXIMATE ONLY. CONTRACTOR SHALL POTHOLE ALLPOTENTIALLY CONFLICTING UTILITIES AT LEAST 7 DAYS PRIOR TO CONSTRUCTION AND NOTIFYTHE ENGINEER OF ANY UTILITIES THAT CONFLICT WITH THE DESIGN PLANS. THE POTHOLINGSHALL BE CONSIDERED INCIDENTAL TO COMPLETION OF THE PROJECT AND NO DIRECT PAYMENTWILL BE MADE FOR THIS WORK.

4. ALL CROSSING AND PARALLEL UTILITIES SHALL BE PROTECTED IN PLACE UNLESS OTHERWISESHOWN. CONTRACTOR SHALL COORDINATE WITH EACH UTILITY FOR PROPER PROTECTION,TEMPORARY RELOCATION, AND/OR REPLACEMENT. CONTRACTOR SHALL PROVIDE TEMPORARYSUPPORT AS NEEDED FOR EXISTING UTILITIES. IF OVERHEAD LINE POLES NEED BRACING AND THEOWNING UTILITY ELECTS TO BRACE THE POLE, THE CONTRACTOR SHALL PAY THE UTILITY FORTHE COST OF BRACING.

5. THE CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITIES. THE UTILITYCOMPANY CONTACTS ARE AS FOLLOWS.

SOUTHWEST GAS (GAS): JIM LARSON 928-341-2604 AND 928-210-0477CENTURY LINK COMMUNICATIONS (TEL): ED ALUPAY 928-285-8512SPECTRUM (CATV): PLACIDO LOPEZ 928-783-4441, 760-250-2469

APS (ELECTRIC): DANIEL ORTEGA 928-336-9809 CITY OF SOMERTON (WATER, SEWER, STORM DRAIN): SAM PALACIOS 928-722-7349

CONSTRUCTION SEQUENCE:THE CONTRACTOR SHALL PREPARE AND SUBMIT A DETAILED CONSTRUCTION SCHEDULE WITHCONSTRUCTION PHASING TO YUMA COUNTY FOR APPROVAL PRIOR TO COMMENCING CONSTRUCTION.

BENCHMARKS:BM#1NW CORNER, SECTION 3, T10S, R24WFD BC IN HHAT THE INTERSECTION OF MAIN STREET(HIGHWAY 95) AND CESAR CHAVEZ AVENUE(AVENUE F)NORTHING = 582147.212EASTING = 401767.364ELEVATION = 104.050

BM#2NE CORNER, SECTION 3, T10S, R24WFD BC IN HHAT THE INTERSECTION OF MAIN STREET(HIGHWAY 95) AND AVENUE E ALIGNMENTNORTHING = 582119.230EASTING = 407051.399ELEVATION = 108.980

BM#3SW CORNER, SECTION 3, T10S, R24WFD 3" BCAT THE INTERSECTION OF COUNTY 17TH STREETAND CESAR CHAVEZ AVENUE (AVENUE F)NORTHING = 576786.058EASTING = 401667.125ELEVATION = 102.481

BM#4SE CORNER, SECTION 3, T10S, R24WFD IRON PIPEAT THE INTERSECTION OF COUNTY 17TH STREETAND AVENUE ENORTHING = 576770.288EASTING = 406975.334ELEVATION = 104.340

NAD-1983 COORDINATES (ARIZONA ZONE 0203)NAVD 1988 ELEVATIONS

EX. CITY OF SOMERTONPERRICONE PARK

DWG. NO. PROJ. NO. SCALE: NTS

1025 W. 24TH ST, SUITE 2 - YUMA, AZ 85364 - (928) 782-7926JAMES DAVEY AND ASSOCIATES

REVISION DATE DESCRIPTION APPROVED

CHECKED: JVDDRAWN: RCDESIGN: TSDATE: SEPTEMBER 1, 2021

SOMERTON STORM WATER RETENTION BASIN GATE BOX MODIFICATIONS

YUMA COUNTYFLOOD CONTROL DISTRICT

09/01/2021

C-61

NEW SURVEY MONUMENT & COVER NO.4-040 OR 4-050

EXIST. MANHOLE TO BE BROUGHT TO

DRAINAGE DIVIDE

NEW SANITARY CLEAN OUT

NEW MANHOLEGRADE

NEW SURVEY MONUMENT No. 4-080NEW SURVEY MONUMENT, AS NOTED

EXIST. SURVEY MONUMENT COVER TO BEBROUGHT TO GRADE

FOUND SURVEY MONUMENTNEW SLOPES

IRR

S

x

NEW SANITARY SEWER PIPE

NEW IRRIGATION OR DRAINAGE

NEW IRRIGATION OR STORM DRAIN PIPE

NEW STAND PIPE

NEW DITCH AS NOTED

EXIST./NEW IRRIGATION/SPRINKLER VALVEJUNCTION BOX

NEW CONCRETE VALLEY GUTTER

NEW ROLL CURB & GUTTER (RC&G)

FLUSH CATCH BASIN

GUTTER CATCH BASIN

x

20' D.C.

NEW DRIVEWAY ENTRANCE

NEW CONCRETE SIDEWALK OR SLAB

NEW ASPHALT PVMT. AS NOTED

NEW VERTICAL CURB & GUTTER (VC&G)

/NEW STRUCTURE

WITH DEPRESSED CURB (D.C.)

SD

WM

NEW STORM DRAIN PIPE

EXIST. MAIL BOX TO BE RE-SET

ROCK RIPRAP (AS NOTED)

EXIST./NEW BARRICADE

NEW STREET LIGHT

EXIST. W.M. BOX TO BE RELOCATED

NEW WATER METER BOXNEW THRUST BLOCK

NEW VALVE & VALVE BOX

EXIST. VALVE TO BE BROUGHT TO

NEW STREET SIGN

NEW TRAFFIC SIGN

GRADE

W

G

LEGEND

PROJECT BENCH MARK/TEMPORARY BENCHMARK

NEW FIRE DEPARTMENT CONNECTION

NEW TELEPHONE POLE

NEW FIRE HYDRANT

NEW WATER LINE

NEW POWER POLE

NEW GAS LINE

SEWER, SOUTHSOIL BORING, SOUTHBOUNDSCHEDULESTORM DRAINUSBR SLUDGE DISPOSAL PIPELINESOUTHEASTSECTIONSQUARE FEETSHEETSIMILARSECTION LINE, SURVEY LINE, STREET LIGHTSEWER MANHOLESPACE, SPACESSPECIFICATIONSSPECIFIEDSUPPLYSQUARESANITARY SEWERSTAINLESS STEELSTREETSTATIONSTANDARDSTEELSTRUCTURAL

SSBSCHEDSDSDPSESECSFSHSIMSL,SMHSPSPECSPEC'DSPLYSQSSSST, SSSTSTASTDSTLSTRL

IDIEIFIN.INSTMINSULINTINV.IRR

JT

INSIDE DIAMETERINVERT ELEVATIONINSIDE FACEINCHINSTRUMENTATIONINSULATEINTERIORINVERTIRRIGATION

JOINT

BCBEGBFBKBLDGBMBOTTBRGBTWNBVBVCBW

BRASS CAP/BACK CURBBEGIN, BEGINNINGBLIND FLANGE, BOTTOM FACEBACKBUILDINGBENCHMARKBOTTOMBEARINGBETWEENBALL VALVE, BUTTERFLY VALVEBEGINNING OF VERTICAL CURVEBARBED WIRE

STANDARD DETAIL CALLOUTS ARE SHOWN TO INDICATE DETAIL REQUIRED AT SPECIFIC LOCATIONS. ATALL LOCATIONS WHERE A STANDARD DETAIL CALLOUT IS NOT SHOWN, THE CONTRACTOR SHALL USE THESTANDARD DETAIL MOST APPLICABLE AND CONSISTENT WITH OTHER WORK UNDER THIS CONTRACT.

SCREENED ELEMENTS ON AREA MAPPING REPRESENT EXISTING FACILITIES OR ELEVATIONS.

SCREENED BACKGROUNDS ON OTHER DRAWINGS CAN REPRESENT EXISTING FACILITIES OR FACILITIES TOBE CONSTRUCTED UNDER THIS CONTRACT, WHICH, IF DRAWN IN SOLID LINES, WOULD OBSCURE THEPARTICULAR DETAILS BEING SHOWN. CONSULT THE ENGINEER IF SCREENING OF ANY ELEMENTS IS NOTSELF-EXPLANATORY.

DRAWING NUMBER (OR LINE IF TAKEN ANDSHOWN ON SAME DRAWING) ON DRAWINGWHERE SECTION OR DETAIL IS SHOWN

1) THIS IS A STANDARD ABBREVIATION AND LEGEND SHEET; THEREFORE, SOMESYMBOLS OR ABBREVIATIONS MAY APPEAR ON THIS SHEET AND NOT ON THEDRAWINGS.

2) CONTACT THE ENGINEER FOR ABBREVIATIONS NOT LISTED OR REFER TO'ABBREVIATIONS FOR USE ON DRAWINGS AND TEXT' PUBLISHED BY THE AMERICANNATIONAL STANDARDS INSTITUTE (ANSI).

EAST, ELECTRICEACHEASEMENTEASTBOUNDECCENTRICEACH FACEEXISTING GRADEELECTRIC, ELECTRICALELBOWELEVATION

EEAEASEEBECCEFEG, EX, GREL, ELECELBELEV

FABRICATIONFLEXIBLE COUPLINGFLANGED COUPLING ADAPTERFOUNDFIRE DEPARTMENT CONNECTIONFOUNDATIONFINISHED FLOOR ELEVATIONFINISH GRADEFIRE HYDRANTFIGUREFLOW LINEFLEXIBLEFLANGEFLOORFIBER OPTICFACE OF WALLFOOT, FEETFOOTING, FILLINGFORWARD

FABFCFCAFDF.D.C.FDNF.F.FGFHFIG.FLFLEXFLGFLRF.O.FOWFTFTGFWD

NOTES:

CHAINLINKCONCRETE, CENTERCAPACITYCABLE TELEVISIONCATCH BASINCONCRETE CYLINDER PIPECROSS-DRAINAGE STRUCTURECUBIC FEETCUBIC FEET PER MINUTECUBIC FEET PER SECONDCAST IRONCONSTRUCTION JOINTCENTERLINECLEAR, CLEARANCECORRUGATED METAL PIPECONCRETE MASONRY UNITSCLEANOUTCOUNTYCONNECTION, CONNECTCONSTRUCTION, CONSTRUCTCONTINUOUSCOORDINATECITY OF YUMACONTROL POINTSCOUPLINGCENTER TO CENTERCENTERCENTEREDCUBICCULVERTCHECK VALVECALCULATED WATER SURFACE

C/LC, CONCCAPCATVCBCCPCDCFCFMCFSCICJ

CLRCMPCMUC.O.CO.CONNCONSTCONTCOORDCOYCPCPLGCC,CTRCTRDCUCULVCVCWS

DRIVEWAYDEPTHDOUBLEDEPRESSED CURBDEGREEDEMOLITIONDOWN GUYDIAMETERDIAGONALDIMENSIONDUCTILE IRON PIPEDISCHARGEU.S. DEPARTMENT OF THE INTERIORDOWNDRIVEDRIVEWAYDRAWINGDESIGN WATER SURFACE

DWDDBLDCDEGDEMODGDIADIAGDIMDIPDISCHDOIDNDRDWDWGDWS

CL

SECTION AND DETAIL STANDARDS:DETAIL (NUMERAL) DESIGNATION ON DRAWINGWHERE DETAIL IS TAKEN

SCREENING:

STANDARD DETAILS:

UNDERGROUNDUNIFORM BUILDING CODEUNKNOWNUNLESS NOTED OTHERWISEUNITED STATES BUREAU OF RECLAMATION

VERTICAL CURVEVERTICAL CURVE AND GUTTERVALLEY GUTTERVERTICALVOLUMEVERTICAL POINT OF INTERSECTIONVENT THRU ROOF

WITHWATER, WESTWESTBOUNDWROUGHT IRONWATER METERWELLTON MOHAWK IRRIGATION AND DRAINAGEDISTRICTWATER STOP, WATER SURFACEWATER SURFACE ELEVATIONWELDED STEEL PIPEWELDED WIRE FABRICWATER VALVE

ELECTRICAL TRANSFORMER

YUMA COUNTYYUMA COUNTY WATER USERS' ASSOCIATIONYARDYUMA IRRIGATION DISTRICTYUMA MESA CONDUITYUMA MESA IRRIGATION AND DRAINAGE DISTRICTYEAR

U/GUBCUNKUNOUSBR

VCV.C.&G.VGVERTVOLVPIVTR

W/WWBWIWMWMIDD

WSWSELWSPWWFWV

XFMR

YCYCWUAYDYIDYMCYMIDDYR

PROCESS AND INSTRUMENTATION DIAGRAMPOINT OF CURVATUREPORTLAND CEMENT CONC,POINT OF COMMAND CURVATUREPOLYETHYLENEPERMANENTPOINT OF INTERSECTIONPREMOLDED JOINT FILLERPROPERTY LINEPOINT OF BEGINNINGPOINT OF CURVATUREPOINT OF ENDINGPOINT OF TANGENTPOWER POLEPOINT OF REVERSE CURVEPREFABRICATEDPRESSUREPRIMARYPROPERTYPUMP STATION, PRESSURE SWITCHPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPOUNDS PER SQUARE INCH, GAUGEPOINT, POINT OF TANGENCYPLUG VALVE, PRESSURE VALVEPOLYVINYL CHLORIDEPAVEMENTPOINT OF VERTICAL TANGENCY

P&IDPCPCC

PEPERMPIPJFPLPOBPOCPOEPOTPPPRCPREFABPRESS.PRIPROPPSPSFPSIPSIGPTPVPVCPVMTPVT

QQUADQTY

FLOW RATE (CFS)QUADRANTQUANTITY

TT&BTBTBMTCTCETDHTECHTELTEMPTFTHDTHKTHRDTMHT.O.TOBTOLTOPTORLTPTPITRANSTRSTSTWTYP.

MEASUREDMAINTENANCE, MAINTAINMATERIALMAXIMUMMAIL BOXMOTOR CONTROL CENTERMECHANICALMANUFACTURERMANHOLEMUNICIPAL AND INDUSTRIALMINIMUMMISCELLANEOUSMECHANICAL JOINTMONTHMONUMENTWALL MOUNTEDMOUNTINGMETALMONITORING WELLMAXIMUM WATER SURFACE

MMAINTMATLMAXMBMCCMECHMFRMHM&IMINMISCMJMOMONMTDMTGMTLMWMWS

NOT APPLICABLENORTHNORTH AMERICAN DATUMNORTH AMERICAN VERTICAL DATUMNORTHBOUNDNORTHEASTNOT IN CONTRACTNUMBERNOMINALNORMALNATIONAL PIPE THREADNOT TO SCALENORTHWESTNORMAL WATER SURFACE

OVERHEADOPERATION & MAINTENANCEON CENTEROUTSIDE DIAMTEROUTSIDE FACE, OVERFLOWOPENINGOPPOSITEOUT TO OUTOVERFLOW

N/ANNADNAVDNBNENICNO.NOMNORMNPTNTSNWNWS

O/HO&MOCODOFOPNGOPPO TO OOVFL

LLATLBLFLHLNLRLSLTL/G

LENGTHLATERALPOUNDLINEAR FEETLEFT HANDLANELONG RADIUSLAND SURVEYORLIGHT, LEFTLIP OF GUTTER

TANGENT, TOWNSHIP, TELEPHONETOP AND BOTTOMTHRUST BLOCKTEMPORARY BENCH MARKTOP OF CONCRETE, TOP OF CURBTEMPORARY CONSTRUCTION EASEMENTTOTAL DYNAMIC HEADTECHNICALTELEPHONETEMPORARYTOP FACETHREADTHICKTHREADEDTELEPHONE MANHOLETOP OF, TURNOUTTOP OF BANKTOP OF LININGTOP OF PIPETOP OF RAISED LININGTELEPHONE POLE, TEST PIT, TURNING POINTTURNOUT POINT OF INTERSECTIONTRANSITIONTRAFFIC SIGNALTRAFFIC SIGN, TOP OF SLOPETOP OF WALLTYPICAL

@ABABCABDNABUTMTAC

ACIACPADDLADJADOTAFFAGAGGRAISCALUMANGAPPRX.APSASTMASSYAUTOAUXAVEAVGAWWA

ATAGGREGATE BASEAGGREGATE BASE COURSEABANDONEDABUTMENTASPHALTIC CONCRETE, ALUMINUM CAP,ASBESTOS CEMENTAMERICAN CONCRETE INSTITUTEASBESTOS CEMENT PIPEADDITIONALADJACENT, ADJUSTABLEARIZONA DEPARTMENT OF TRANSPORTATIONAT FINISH FLOORAGRICULTURALAGGREGATEAMERICAN INSTITUE OF STEEL CONSTRUCTIONALUMINUMANGLEAPPROXIMATE, APPROXIMATELYARIZONA PUBLIC SERVICEAMERICAN SOCIETY OF TESTING MATERIALSASSEMBLYAUTOMATICAUXILIARYAVENUEAVERAGEAMERICAN WATER WORKS ASSOCIATION

ROWRRADRBRCR.C.&G.RCPRDREDREFREHABREINFREQDRESILRGRCPRMRRRTN

GASGAUGEGALLONGALVANIZEDGALVANIZED IRONGALVANIZED STEELGRADE BREAKGROOVED COUPLINGGROUNDGALLONS PER DAYGALLONS PER HOURGALLONS PER MINUTEGRATINGGALVANIZED STEEL PIPEGILA & SALT RIVER BASE & MERIDIANGUTTERGATE VALVE, GAS VALVE

GGAGALGALVG. I.G.S.GBGCGNDGPDGPHGPMGRTGGSPGSRBMGT, GTRGV

HANDICAPPEDHOSE BIBHIGH DENSITY POLYETHYLENEHARDWAREHEADWALLHYDRAULIC GRADE LINEHEIGHTHAND HOLEHORIZONTALHORSEPOWERHIGH WATER SURFACEHIGHWAY

HCHBHDPEHDWRHDWLHGLHGTHHHORIZHPHWSHWY

ABBREVIATIONS

RIGHT OF WAYRECORD, RIGHT, RANGERADIUSREBARREINFORCED CONCRETEROLL CURB AND GUTTERREINFORCED CONCRETE PIPEROADREDUCERREFER, REFERENCEREHABILITATED, REHABILITATIONREINFORCE, REINFORCED, REINFORCINGREQUIREDRESILIENTRUBBER GASkET REINFORCED CONCRETE PIPEROOMRAILROADRETURN

LS

SECTION (LETTER) DESIGNATION ON DRAWINGWHERE SECTION IS TAKEN. ARROW INDICATESDIRECTION OF SECTION

ENGREPEQPMTEVCE/WEX., EXIST.EXPEXP JT

ENGINEEREDGE OF PAVEMENTEQUIPMENTEND OF VERTICAL CURVEEACH WAYEXISTINGEXPOSEDEXPANSION JOINT

STRUCTSUSPSWSYMM

STRUCTURESUSPENDSOUTHWESTSYMMETRICAL

SURVEY CONTROL POINT

(HATCH OPTIONAL)

EXIST.

CP10

NEW CONSTRUCTION NOTE

REMOVAL NOTE

CO

NEW END CAP W/ BLOW-OFF

NEW LIGHT POLE

NEW TRAFFIC SIGNAL

L.P.

100.00 NEW ELEVATION

15

20

YCO-43

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24x36

A-

LEGEND AND ABBREVIATIONS

G-2BDWG. NO.

PROJ. NO. SCALE: NTS

1025 W. 24TH ST, SUITE 2 - YUMA, AZ 85364 - (928) 782-7926JAMES DAVEY AND ASSOCIATES

REVISION DATE DESCRIPTION APPROVED

CHECKED: JVDDRAWN: RCDESIGN: TSDATE: SEPTEMBER 1, 2021

SOMERTON STORM WATER RETENTION BASIN GATE BOX MODIFICATIONS

YUMA COUNTYFLOOD CONTROL DISTRICT

195-33-025CITY OF SOMERTON

195-33-026PERRICONE ARIZONAPROPERTIES AZ LLC

195-33-017CITY OF SOMERTON

PERRICONE PARK

70 SY

NOT A PART

2

2

1

6

6

1

1

9

9

9

11

09/01/2021

R-1B

TOPOGRAPHIC SURVEY AND REMOVAL PLAN

00 10' 20'

SCALE: 1" = 10'

U/M QTYREMOVAL NOTES

1 REMOVE EXISTING SIDEWALK (FLATWORK)SY

2 REMOVE AND SALVAGE EXISTING IRRIGATIONBOX METAL COVERS AND SLIDE GATES LS

GENERAL NOTES

6 PROTECT-IN-PLACE EXISTING SIDEWALK NOT NOTED FORREMOVAL AND REPLACEMENT.

1 CAUTION: UNDERGROUND ELECTRICAL LINEPROTECT-IN-PLACE.

70

1

22x34

24x36

YCO-43 DWG. NO. PROJ. NO. SCALE: NTS

1025 W. 24TH ST, SUITE 2 - YUMA, AZ 85364 - (928) 782-7926JAMES DAVEY AND ASSOCIATES

REVISION DATE DESCRIPTION APPROVED

CHECKED: JVDDRAWN: RCDESIGN: TSDATE: SEPTEMBER 1, 2021

SOMERTON STORM WATER RETENTION BASIN GATE BOX MODIFICATIONS

YUMA COUNTYFLOOD CONTROL DISTRICT

9

EXISTING SIDEWALK AND IRRIGATION BOXMISCELLANEOUS REMOVALS AND SALVAGE ITEMS ARECONSIDERED INCIDENTAL TO OTHER RELATEDCONSTRUCTION ITEMS (TYP.). QUANTITIES ARESHOWN FOR REFERENCE ONLY.

11EX. CONCRETE LINED CANAL TO BE REMOVED BY THECITY OF SOMERTON AS A SEPARATE CONSTRUCTIONPROJECT PRIOR TO CONSTRUCTION .

195-33-025CITY OF SOMERTON

195-33-026PERRICONE ARIZONAPROPERTIES AZ LLC

195-33-017CITY OF SOMERTON

PERRICONE PARK

3

NOT A PART

648 SF

2

4

3

4

2

2

63"

25'

6" CLR.(TYP.)

7

10'

3

2

3

8

6

6

1

1

1

1

11

5

10 10

09/01/2021

C-1B

RETENTION BASIN SITE PLAN

00 10' 20'

SCALE: 1" = 10'

CONSTRUCTION NOTES U/M QTY

GENERAL NOTES

6 PROTECT-IN-PLACE EXISTING SIDEWALK NOT NOTED FORREMOVAL AND REPLACEMENT.

2 MATCH EXISTING SIDEWALK.

1 SIDEWALK (T=4")(YUMA COUNTY STD 3-270) SF

2 24" WATERMAN C-10 GATE(OR APPROVED EQUAL) EA

3 IRRIGATION BOX MODIFICATION EAD-1BA

1 CAUTION: UNDERGROUND ELECTRICAL LINEPROTECT-IN-PLACE.

3 INSTALL WATERMAN C-10 GATE (OR APPROVED EQUAL)INSIDE EXISTING IRRIGATION BOX.

4 GRADE AREA BEHIND NEW SIDEWALK WITH NATIVESOIL (TYP.).

5 PROTECT-IN-PLACE ALL EXISTING STORM DRAIN (TYP.).

2

2

648

7 20' RADIUS (TYP.).

22x34

24x36

8

CONTRACTOR SHALL CLEAN UP AND REMOVE ANYDEBRIS INSIDE THE EXISTING 24" Ø RCP BLEED OFFPIPE, AND REGRADE AREA EXPOSING THE EXISTINGPIPE INLET.

DWG. NO. PROJ. NO. SCALE: NTS

1025 W. 24TH ST, SUITE 2 - YUMA, AZ 85364 - (928) 782-7926JAMES DAVEY AND ASSOCIATES

REVISION DATE DESCRIPTION APPROVED

CHECKED: JVDDRAWN: RCDESIGN: TSDATE: SEPTEMBER 1, 2021

SOMERTON STORM WATER RETENTION BASIN GATE BOX MODIFICATIONS

YUMA COUNTYFLOOD CONTROL DISTRICT

YCO-43

10FUTURE AVENUE F 1/4 ROADWAY AND SIDEWALKIMPROVEMENTS TO BE CONSTRUCTED BY THE CITY OFSOMERTON AS A SEPARATE CONSTRUCTION PROJECT.

11EX. CONCRETE LINED CANAL TO BE REMOVED BY THECITY OF SOMERTON AS A SEPARATE CONSTRUCTIONPROJECT PRIOR TO CONSTRUCTION .

-REMOVE AND SALVAGE TOCITY OF SOMERTON

-REMOVE

-PROTECT-IN-PLACE -REMOVE AND SALVAGE TOTHE CITY OF SOMERTON

REMOVALS

72"

-PROTECT-IN-PLACE

MODIFICATIONS

TC - 108.7610"

1/4"ALUMINUMCHECKER PLATE

42"REGRADE AREABEHIND SIDEWALKWITH NATIVE SOIL

-REMOVE ANDSALVAGE TO CITY OFSOMERTON

SEE NOTE NO. 3

MATCH EX. WALL(8" MIN.) 4 -1/2"

(TYP.)

4" (TYP.)

2" CLR.(TYP.)

6"

3"

-PROTECT-IN-PLACE

PLAN VIEW

2" MIN(TYP.)

GUIDE RAIL

SEE NOTE NO. 2

SEE NOTE NO 1

REBAR NO. 612" C.C(TYP.)

SEE NOTE NO 1

NOTES:

1. DRILL AND CLEAN HOLES PER EPOXY MANUFACTURERSREQUIREMENTS. INSTALL 5/8" x 4 1/4" BOLTS (TYP.)

2. DRILL AND CLEAN HOLE PER MANUFACTURERS REQUIREMENTS.

3. INSTALL 24" Ø WATERMAN C-10 GATE (OR APPROVED EQUAL)INSTALL NEW GATES PER MANUFACTURER'S INSTALLATIONINSTRUCTIONS ON DOWNSTREAM SIDE OF EACH STANDBOX.

4. CLEAN AND REMOVE DEBRIS ON THE EXISTING IRRIGATION BOXCONCRETE FLOOR (TYP.).

1" THICKGROUT PAD

REMOVE/ GRIND OFF EX. IRRIGATIONBOX CONCRETE FLOOR AND SIDEWALLS AS NECESSARY FOR NEW

WATERMAN C-10 GATE INSTALLATION

AS REQUIRED

MATCH EX. IRRIGATION BOXWALL THICKNESS, (8" MIN)

3" MIN. CLR

4 EA - 1/2" GALV.ANCHOR BOLTS

SEE NOTENO. 4

RISING STEM

-REMOVE

A-

A-

09/01/2021

D-1BYCO-43

DETAILS

IRRIGATION BOX MODIFICATION DETAILSCALE - 1" = 1'-

A

22x34

24x36

DWG. NO. PROJ. NO. SCALE: NTS

1025 W. 24TH ST, SUITE 2 - YUMA, AZ 85364 - (928) 782-7926JAMES DAVEY AND ASSOCIATES

REVISION DATE DESCRIPTION APPROVED

CHECKED: JVDDRAWN: RCDESIGN: TSDATE: SEPTEMBER 1, 2021

SOMERTON STORM WATER RETENTION BASIN GATE BOX MODIFICATIONS

YUMA COUNTYFLOOD CONTROL DISTRICT

SECTION A-A

SECTION A-A

22x34

C. NORTH CENTRAL BASIN STORM WATER LIFT STATION(C.I.P. # 3.1803)

YUMA COUNTY FLOOD CONTROL DISTRICT

BOARD OF DIRECTORS YUMA COUNTYCHAIRMANVICE-CHAIRMANMEMBERMEMBERMEMBER

Susan K. ThorpeFrank J. Sanchez, P.E.Jason Giard, P.E.

COUNTY ADMINISTRATORINTERIM DIRECTOR / COUNTY ENGINEERPROJECT MANAGER

Marco A. (Tony) ReyesMartin PorchasDarren SimmonsJonathan LinesLynne Pancrazi

MAY 2021

STORM WATER RETENTION/DETENTION BASINS

LEGEND AND GENERAL NOTES

GN-1C

CORE ENGINEERING GROUP, PLLC

YUMA COUNTYFLOOD CONTROL DISTRICT

STATE OF ARIZONAC. NORTH CENTRAL BASIN

STORM WATER LIFT STATION PROJECT

before you begin excavation.Call at least two full working days

Dial 8-1-1 or 1-800-STAKE-IT (782-5348)In Maricopa County: (602) 263-1100

Arizona Blue Stake, Inc.®

UTILITY DISCLAIMER

30+00

31+00

32+00

33+00

34+00

35+00

AVEN

UE A

4TH STREET

10TH

AVE

NUE

UTILITY WARNING

FLOOD ZONE

NORTH CENTRAL BASINAPN 633-41-900

332 SOUTH 10TH AVENUEYUMA. AZ 85364

ALLEY

TOPOGRAPHIC SURVEYCORE ENGINEERING GROUP, PLLC

YUMA COUNTYFLOOD CONTROL DISTRICT

STATE OF ARIZONAC. NORTH CENTRAL BASIN

STORM WATER LIFT STATION PROJECT

before you begin excavation.Call at least two full working days

Dial 8-1-1 or 1-800-STAKE-IT (782-5348)In Maricopa County: (602) 263-1100

Arizona Blue Stake, Inc.®

UTILITY DISCLAIMER

34+00

35+00

4TH STREET

SCHEDULE OF WORK

ALLEY

FORCE MAIN NOTES

“ ”

STORM DRAIN PLAN

SD-1C

AVEN

UE A

CORE ENGINEERING GROUP, PLLC

YUMA COUNTYFLOOD CONTROL DISTRICT

STATE OF ARIZONAC. NORTH CENTRAL BASIN

STORM WATER LIFT STATION PROJECT

before you begin excavation.Call at least two full working days

Dial 8-1-1 or 1-800-STAKE-IT (782-5348)In Maricopa County: (602) 263-1100

Arizona Blue Stake, Inc.®

UTILITY DISCLAIMER

TYPICAL WATER AND SEWER MAIN TRENCH BACKFILLNTS

A5

VALVE BOX INSTALLATIONNTS

B5

SAWCUTNTS

D5

VERTICAL CURB (TYPE D)NTS

C5

NEW PAVEMENT SECTION

CLEAN SAND BACKFILL COM-PACTED TO 95% (MIN.)

NEW PAVEMENT SECTION

90°

TO TOP OF PIPE42" MIN. COVER

90°

12" A.B.C. (MIN.) COMPACTEDTO 95% MINIMUM

NOTES

WATER MAIN TRENCH

SEWER MAIN TRENCH6" CLEAN SAND BEDDING

MATCH ADJACENT A.C. (3" MIN.)AND AGGREGATE BASE COURSE

AGGREGATE BASE COURSEMATCH ADJACENT A.C. (3" MIN.) AND

COMPACT ALL SUBGRADE

C PIPEL

C PIPEL

6"

6"

LEAN SAND SLURRY BACKFILL(SEE NOTE NO. 2)

LEAN SAND SLURRY BACKFILL(SEE NOTE NO. 2)

TO 95% MINIMUM

TO 95% MINIMUM12" A.B.C. (MIN.) COMPACTEDCOMPACT ALL SUBGRADE

TO 95% MINIMUM

CLEAN SAND BACKFILL COM-PACTED TO 95% (MIN.)

6" CLEAN SAND BEDDING

42" MIN. COVERTO TOP OF PIPE

THRUST BLOCKNTS

E5

STORM DRAIN DETAILS

SD-2C

1" RADIUS

ROADWAY WIDTH TO THIS POINT6"

OTH

ERW

ISE

SPEC

IFIE

D6"

UN

LESS

R=3/4"

6"MIN.

MINIMUM

9" M

INIM

UM

8 1/2"

1/2" RADIUS

TOP OF PAVEMENT

2%

MIN. LONGITUDINAL GRADE = 0.20%6"

NOTES

2'-6"

CLASS "B" CONCRETE CONSTRUCTION(PER MAG SECTION 725)

(SEE NOTE 7) A.B.C. COMPACTED TO 100% (MIN.)OVER SUBGRADE COMPACTED TO 95% (MIN.)PER MAG SECTION 301 AND 340

TYPICALCURB TERMINATION

THRUST AT FITTINGS IN POUNDSAT 150 POUNDS PER SQUARE INCH OF WATER PRESSURE

SizeTee's &

Dead Ends Bend90°

Bend45° 22 1/2°

Bend DeflectionPer Degrees of

2"

4"

6"

8"

10"

12"

14"

16" 40,200

31,050

22,800

9,780

16,050

5,625

1,740

2,715

57,000

42,300

32,250

13,800

22,650

7,950

2,460

3,840

30,750

23,850

17,550

7,500

12,300

4,320

1,335

2,085

15,600

12,075

8,850

3,795

6,225

2,190

675

1,065

705.0

543.0

399.0

171.0

280.5

98.3

30.3

47.3

SoilSafe Bearing Load

MUCK, PEAT, ETC.

SOFT CLAY

SAND

SAND & GRAVEL

SAND & GRAVEL CEMENTED WITH CLAY

0

1000

2000

3000

4000

Divide thrust by safe bearing load. Note: Thrust block area for 6" and larger pipeshall not be less than three (3) square feet in size.

NOTES

TO CALCULATE THE NEEDED AREA OF A THRUST BLOCK

Pounds Per Square Foot

ALL PIPE & FITTINGS SHALL BE CLASS 235 DR 18 (MINIMUM)

45°

TYPICAL SECTION

NOTES

THRUST BLOCK FORCUT & PLUGGED PIPE

UNDISTURBED SOIL

I/2" SNUG FITTINGTIE-DOWN RODS

CONCRETE THRUST BLOCK

BANK OF TRENCH

WATER MAIN

BANK OF TRENCH

UNDISTURBED SOIL

45°

SLOPE

NOTE

CL

PAVEMENT

CONCRETE COLLAR SHALL BE PLACED FLUSH TO NO MORE THAN 3/8" BELOW

CLASS A CONCRETE

CAST INTO COVER.THE WORD "WATER" 1/4" (MAX.) RECESS

ALL SUBGRADE COMPACTEDTO 95% (MINIMUM)

UNPAVEDAREA

8" CAST IRON FRAME &COVER (STD. NO. 5-100)

6"

15"

2"

6"8"

5"MIN.

CUT TO LENGTH CENTERED ON THE6" P.V.C. PIPE, C900, CLASS 235 DR 18,

OPERATING NUT

SEE NOTE 1

12 GAUGE, HMWPE COATED, SOLIDCOPPER WIRE ATTACHED TO TOP OFWATER MAIN AND ALL SERVICE LINES;24" LOOP (MIN.) INSIDE VALVE BOX

FORM CONCRETE COLLAR WITHSLOPED EDGE WHEN INSTALLEDIN UNPAVED AREAS

FORM CONCRETE COLLAR WITHSQUARE EDGE WHEN INSTALLEDIN PAVED AREAS

PER MAG SECTION 725

15"

LIP OF PAVEMENT

2"

FOR

MED

HEI

GH

T

CORE ENGINEERING GROUP, PLLC

YUMA COUNTYFLOOD CONTROL DISTRICT

STATE OF ARIZONAC. NORTH CENTRAL BASIN

STORM WATER LIFT STATION PROJECT

before you begin excavation.Call at least two full working days

Dial 8-1-1 or 1-800-STAKE-IT (782-5348)In Maricopa County: (602) 263-1100

Arizona Blue Stake, Inc.®

UTILITY DISCLAIMER

Basin 3

STA 30+00.00DESIGN SPEED = 60 mi/h

EXISTING MANHOLE ANDNEW FORCE MAIN CONNECTEDTO EXISTING 15" STORM DRAIN

SCALE:P-01 1" = 30'-0"

1 NORTH CENTRAL BASIN PLUMBING SITE PLANN

KEYNOTESSET NEW PUMPING SYSTEM IN EXISTING WET WELL. SEE CIVILDRAWINGS FOR EXISTING WET WELL LOCATION. FULLY COORDINATENEW PUMP SYSTEM INSTALLATION WITH EXISTING WET WELLCONNECTIONS.CONNECT NEW PUMPS DISCHARGE TO NEW FORCE MAIN THAT IS INSIDEWET WELL PROVIDE VIBRATION ISOLATION WITH FLANGE BY FLANGECONNECTION.APPROXIMATE LOCATION OF LIFT STATION PUMP MOTOR CONTROLCABINET AND ELECTRICAL SERVICE ENTRANCE SECTION. COORDINATEWITH CIVIL ENGINEER AND FIELD VERIFY FINAL LOCATION ANDELEVATION PRIOR TO WORK. REFER TO SHEET E-2-C FOR ADDITIONALINFORMATION.EXISTING 4" QUICK-CONNECT COUPLING TO REMAIN.

SEE CIVIL FOR EXISTING "WET WELL" MANHOLE.

1

2

3

4

5

1

2

3

5

4

P-1

P-2

SCALE:P-01 3/8" = 1'-0"

2 LIFT STATION ENLARGED PLANN

GENERAL NOTES1. PIPES AS SHOWN, COORDINATE WITH CITY OF YUMA STANDARD DETAIL

11-130. PUMPING SYSTEM INSTALLATION DIAGRAMSCALE :N.T.S. (GENERAL INFORMATION ONLY)

TEE BALL VALVE

LEADS TO CONTROLPANEL

SWING VALVE

UNION

BALL VALVE

INLET

VENT

PUMP#1

PUMP#2

EXISTING MANHOLECOVER

4" DISCHARGE

SWINGVALVE

EXISTING 4" AUXILIARYQUICK-CONNECT

COUPLING TO REMAIN .

TO STORM DRAIN(SEE CIVIL)

3"

COORDINATE ELEVATIONAND CONTROL REQUIREMENTSWITH THE ELECTRICAL DRAWINGSAND COY STANDARD NO. 11-130

SUCTION LINE STRAINER18" LONG 14"Ø W/ 1" Ø PERFORATIONS

EXISTING WETWELL

Tue,

01 Ju

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664-

P-01

.dwg

YUMA COUNTYFLOOD CONTROL DISTRICT

STATE OF ARIZONA

®

202 S. 1st Ave., Suite 205Yuma, Arizona 85364

Phone: (928) 782-3601Fax: (928) 782-1088

www.sterncoengineers.com

STERNCOe n g i n e e r s, i n c.

Copyright © 2021 by STERNCO Engineers, Inc. This drawing is an instrument of service. It is the propertyof STERNCO Engineers, Inc. The use of these plans and specifications shall be restricted to the original jobfor which they were prepared. Any alteration, reproduction or use on other projects without the writtenconsent & approval of STERNCO Engineers, Inc. is expressly forbidden. Violators will be prosecuted to thefullest extent of the law.

JOB

NO

.21-

06-3

664

2P-01

1

PLUMBING PLANS

P-1C

Basin 3

STA 30+00.00DESIGN SPEED = 60 mi/h

APPROXIMATE LOCATION OFEXISTING POLE MOUNTED APSTRANSFORMER 120/240V, 1PH

APPROXIMATE LOCATION OF NEWUNDERGROUND TRENCH, PROVIDEAND INSTALL 1-2-1/2'' CONDUIT PERAPS DRAWINGS AND SPECS. SEEGENERAL NOTES.

LIFT STATION SERVICEENTRANCE SECTION .SEEENLARGED PLAN.

EXISTING FENCE, SEE CIVILSHEETS.

EXISTING LIFT STATIONCONCRETE PAD WITH EXISTINGWET WELLS SEE ENLARGEDPLAN.

SCALE:E-01 1" = 30'-0"

1 NORTH CENTRAL BASIN ELECTRICAL SITE PLANN

EXISTING APS OVERHEAD POWERLINES

CONTRACTOR TO VERIFY WITH APSFINAL SERVICE DROP LOCATIONPRIOR TO WORK.

EXISTING 2' DIA. MANHOLE.

NEW (2) 5HP, 3Ø, 480VPUMPS. TWO PUMP

CONFIGURATION.

EXISTING LIFT STATIONCONCRETE SLAB.

APPROXIMATE LOCATION OF LIFT STATIONPUMP MOTOR CONTROL CABINET ANDELECTRICAL SERVICE ENTRANCE SECTION.COORDINATE WITH CIVIL ENGINEER ANDFIELD VERIFY FINAL LOCATION PRIOR TOWORK. REFER TO SHEET E-2-C FORADDITIONAL INFORMATION AND ONE - LINEDIAGRAM.

TO EXISTING APS POLEMOUNTED TRANSFORMER SEE

SITE PLAN.

NEW UNDERGROUND TRENCH &CONDUITS PER APS DRAWINGS &SPECIFICATIONS. SEE ONE - LINE

DIAGRAM.

SCALE:E-01 1/2" = 1'-0"

2 LIFT STATION SERVICE ENTRANCE ENLARGED PLANN

NEW LIFT STATION PUMPWIRES (BY OTHERS)

30

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3664

-E-0

1.dwg

YUMA COUNTYFLOOD CONTROL DISTRICT

STATE OF ARIZONA

®

202 S. 1st Ave., Suite 205Yuma, Arizona 85364

Phone: (928) 782-3601Fax: (928) 782-1088

www.sterncoengineers.com

STERNCOe n g i n e e r s, i n c.

Copyright © 2021 by STERNCO Engineers, Inc. This drawing is an instrument of service. It is the propertyof STERNCO Engineers, Inc. The use of these plans and specifications shall be restricted to the original jobfor which they were prepared. Any alteration, reproduction or use on other projects without the writtenconsent & approval of STERNCO Engineers, Inc. is expressly forbidden. Violators will be prosecuted to thefullest extent of the law.

JOB

NO

.21-

06-3

664

2E-01

ELECTRICAL SITE PLAN

E-1C

30 LIFT STATION PUMPS (2) ELECTRICAL MOTOR CONTROL CABINET & SES

SCHEDULE OF WORKLS 1

UNIT QTY

6/1/2021

Tue,

01 Ju

n 202

1 - 4:

14pm

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\3664

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\Nor

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3664

-E-0

2.dwg

YUMA COUNTYFLOOD CONTROL DISTRICT

STATE OF ARIZONA

®

202 S. 1st Ave., Suite 205Yuma, Arizona 85364

Phone: (928) 782-3601Fax: (928) 782-1088

www.sterncoengineers.com

STERNCOe n g i n e e r s, i n c.

Copyright © 2021 by STERNCO Engineers, Inc. This drawing is an instrument of service. It is the propertyof STERNCO Engineers, Inc. The use of these plans and specifications shall be restricted to the original jobfor which they were prepared. Any alteration, reproduction or use on other projects without the writtenconsent & approval of STERNCO Engineers, Inc. is expressly forbidden. Violators will be prosecuted to thefullest extent of the law.

JOB

NO

.21-

06-3

664

SERVICE ENTRANCE SECTION

DISCONNECT SWITCH. RATINGS AS SHOWN. PROVIDE FUSES PER EQUIPMENTMANUFACTURER'S REQUIREMENTS UNLESS MARKED 'NF' FOR NON-FUSED.

ELECTRICAL SYMBOLS

ELECTRICAL SPECIFICATIONSFURNISH AND INSTALL, INCLUDING LABOR, SUPERVISION, MATERIALS, TOOLS,SERVICES, TRANSPORTATION, OVERHEAD COSTS, FEES, PLAN CHECK FEES,INSPECTION CHARGES, ROYALTIES, PROFITS, ETC., A COMPLETE ELECTRICALINSTALLATION AS SPECIFIED HEREIN AND INDICATED ON THE ELECTRICALDRAWINGS. PERFORM WORK IN AN APPROVED, NEAT, FIRST CLASS, SAFE,WORKMANSHIPLIKE MANNER THAT COMPLIES WITH ALL APPLICABLE LOCAL, STATE,FEDERAL, AND SERVICING ELECTRICAL AND TELEPHONE UTILITIES, ETC., CODES,ORDINANCES, RULES, REGULATIONS, STANDARDS, ETC. THE ENTIRE ELECTRICALINSTALLATION SHALL COMPLY WITH OR SURPASS THE MOST RECENT EDITION OFTHE NATIONAL ELECTRICAL CODE AND OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA).ALL MATERIALS AND EQUIPMENT FURNISHED BY THE ELECTRICAL CONTRACTORSHALL BE NEW OF FIRST-CLASS QUALITY UNLESS NOTED OTHERWISE, FREE FROMDEFECTS, AND CONFORM TO UNDERWRITERS LABORATORIES INC. STANDARDS ANDBE SO LABELED. MATERIALS, EQUIPMENT ETC. NOT INDICATED OR DRAWINGS ORSPECIFIED HEREIN BUT REQUIRED FOR A SUCCESSFUL AND EFFICIENT COMPLETIONOF THE ELECTRICAL INSTALLATION SHALL BE HELD TO BE IMPLIED AND SHALL BEFURNISHED AND INSTALLED AT NO ADDITIONAL COST. ENCLOSURES FOR ALLEQUIPMENT SHALL BE SUITABLE FOR USE INTENDED e.g., WEATHER- PROOF FOREXTERIOR AND WET LOCATIONS. ALL EQUIPMENT SHALL BE RATED FOR USEINTENDED, e.g., VOLTAGE, HORSE POWER, RATING OF DISCONNECT SWITCHES, ETC.ALL ELECTRICAL AND TELEPHONE UTILITIES CHARGES TO BE PAID BY YUMA COUNTY.ALL OTHER WORK, MATERIALS, ETC., REQUIRED TO PROVIDE COMPLETE ELECTRICALAND TELEPHONE SERVICE TO THIS PROJECT TO BE PROVIDED BY ELECTRICALCONTRACTOR.MATERIALS, EQUIPMENT, ETC., INCLUDING THOSE FURNISHED BY OTHERS, THAT ARETO BE INSTALLED BY THE ELECTRICAL CONTRACTOR SHALL BE RECEIVED ANDPROPERLY PROTECTED BY THE CONTRACTOR UNTIL ENTIRE INSTALLATION ISCOMPLETE.MAKE NO INSTALLATION OF WORK WHICH WOULD LEAVE INADEQUATE OPERATIONOR SERVICING SPACE FOR ANY ITEM FOR THE ENTIRE PROJECT. DRAWINGS ARENOT INTENDED TO SHOW IN DETAIL ALL FEATURES OF WORK. CHECK LOCATION ATELECTRICAL WORK TO DETERMINE IN ADVANCE THAT IT CLEARS ALL OPENINGS,STRUCTURAL MEMBERS, ETC. WHERE CONTRACT DOCUMENTS, e.g., DRAWINGS ANDSPECIFICATION DO NOT MEET WITH MINIMUM CODES, ETC. THE CONTRACTOR SHALLINSTALL ALL THE MINIMUM CODE REQUIRED MATERIALS AND EQUIPMENT AT NOADDITIONAL COST.ALL SWITCHES AND RECEPTACLES FOR THIS PROJECT SHALL BE COMMERCIALGRADE 20 AMP. ALL DEVICE PLATES SHALL BE SMOOTH PLASTIC, IVORY COLOREDAN LIGHT WALLS AND BROWN COLORED ON DARK WALLS. (U.N.O.)ALL WIRING SHALL BE INSTALLED IN APPROVED RACE-WAYS IF REQUIRED BY CODES.RACE- WAYS SHALL BE APPROVED FOR USE INTENDED. ALL ELECTRICALCONDUCTORS SHOWN ARE 600V COPPER, MINIMUM SIZE CONDUCTOR IS No.12 AWG,AND AS RECOMMENDED BY SUPPLIER OF EQUIPMENT AS APPLICABLE.ALL CONDUITS SHALL BE INSTALLED CONCEALED UNLESS NOTED OTHERWISE.FURNISH AND INSTALL ALL LIGHT FIXTURES COMPLETE WITH LAMPS ANDACCESSORIES. INSTALL SYMMETRICAL AND PLUMB. CLEAN LENSES AND/ORREFLECTORS AT COMPLETION. PROVIDE PANELBOARDS WITH FULL SIZED BREAKERSAND COPPER BUSSING. LABEL EQUIPMENT AND WIRING PER NEC. LABEL EQUIPMENTWITH MICARTA TAGS, 1/4" ENGRAVED LETTERS. PROVIDE TYPED PANELDIRECTORIES AND IDENTIFY ALL CIRCUITS AND SPACES.THIS CONTRACT IS TO INCLUDE ALL CONTINGENCIES WHICH MAY ARISE AND WHICHMAY BE REQUIRED TO MAKE A COMPLETE ELECTRICAL SYSTEM.THE ELECTRICAL CONTRACTOR SHALL VISIT SITE AND DETERMINE EXTENT OF THEWORK. AT COMPLETION OF ELECTRICAL INSTALLATION, PROVIDE OWNER WITHACCURATE AS-BUILT DRAWINGS INDICATING ALL VARIATIONS FROM CONTRACTDRAWINGS, AND A LETTER TO THE OWNER'S REPRESENTATIVE STATING PROJECTFULLY COMPLIES WITH ALL CONTRACT DOCUMENTS AND IF NOT, HOW INSTALLATIONWAS ACCOMPLISHED. ALL CHANGES SHALL BE SUBJECT TO OWNER'SREPRESENTATIVE'S APPROVAL.PROVIDE NECESSARY LABOR, TOOLS, EQUIPMENT, e.g., VOLTMETER, AMMETER, ETC.,AND CHECK ENTIRE ELECTRICAL SYSTEM IN THE PRESENCE OF THE OWNERREPRESENTATIVE. ALL TESTING SHALL BE IN ACCORDANCE WITH MANUFACTURER´SRECOMMENDATION OF EQUIPMENT, MATERIALS, ETC., BEING TESTED.

KEY NOTESA. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2014 NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES. COMPONENTS

SHALL BE APPROVED AND LISTED BY UNDERWRITER'S LABS, AND SHALL BE SO LABELED FOR THE SERVICE INTENDED. ALL PANELS ARE TO BEMANUFACTURED PER DRAWING AND SPECS.

B. THE PUMP CONTROL PANEL SHALL BE FURNISHED COMPLETELY ASSEMBLED AND WIRED, WITH THE FOLLOWING MINIMUM FEATURES:1. NEMA 12 CONSTRUCTION ENCLOSURE.

NEOPRENE GASKET, 3-POINT LATCH WITH PADLOCK HARDWARE AND DRIP SHIELD FOR MODIFIED NEMA 12 CONSTRUCTION. OUTSIDE DOOR SHALLBE BLANK WITH ALL CONTROL COMPONENTS MOUNTED ON OR PROJECTING THROUGH DEAD FRONT HINGED INNER PANEL. HEAVY COMPONENTSSHALL BE MOUNTED ON AN ALUMINUM BACK MOUNTING PANEL. INNER PANELS SHALL BE ALUMINUM. OUTER DOOR SHALL HAVE 9" X 11" POCKETFOR LOG BOOK, AND LATCH TO SECURE THE OUTER DOOR AND DEAD FRONT IN AN OPEN POSITION. THE TOP OF PANEL SHALL BE 5'6" TO 6' ABOVETHE FINISHED FLOOR. ALL PANELS, METER BOXES ARE TO BE MOUNTED ON STEEL STRUTS WITH STEEL FASTENING DEVICES AND SHALL BESUPPORTED BY AT LEAST 3" STEEL PIPE CAPPED AT THE TOP.

2. 100A, 277/480V, 3PH, 4W, NEMA 4 SES. 100A/3P, 100A FUSED DISCONNECT SWITCH, NEMA 4 ENCLOSRE. BRACED FOR 22,000 AIC.3. 20A WP DUPLEX RECEPTACLE GROUND FAULT INTERRUPTER.4. SURGE/LIGHTNING ARRESTOR ON INCOMING LINE.5. CONTROLLER WITH OVERCURRENT PROTECTION, SHORT CIRCUIT PROTECTION AND DISCONNECT FOR EACH MOTOR, SQUARE D, OR "MAG GUARD".6. ON-OFF SWITCH AND PUMP RUN LIGHT.7. PUMP CABLES TO BE SEALED AT PANEL WITH A PVC STRAIN RELIEF CONNECTOR. ALL ENTRIES INTO THE PANEL FROM THE WET WELL SHALL BE

SEALED W/DUCT SEAL ONLY.8. MINIMUM 8 1/2" X 11" SCHEMATIC AND PUMP DATA SHEET SHALL BE PERMANENTLY AFFIXED TO THE INTERIOR OF THE ENCLOSURE DOOR. THE DATA

SHEET SHALL BE EXTRUDED VINYL HOMOPOLYMER LAMINATE.9. ALL CONDUITS TO WET WELL SHALL BE SCHEDULE 80 PVC WITH 90 DEGREE ELECTRICAL SWEEP BENDS.10. ALL PANEL WIRING SHALL BE COLOR CODED AND NUMBERED TO CORRESPOND TO DRAWINGS. STANDARD COLORS SHALL BE BLACK FOR 120V

SUPPLY, WHITE FOR NEUTRAL, GREEN FOR GROUND, AND RED FOR CONTROL USING 120V WITH BLUE FOR 24V CONTROL WIRING OR APPROVEDEQUAL. MINIMUM SIZE #12 AWG COPPER. ALL EXTERNAL WIRING SHALL BE BROUGHT TO NUMBERED TERMINALS. ALL WIRING SHALL BE FRONTACCESSIBLE. ALL RELAY BASES TO BE FRONT MOUNTED AND WIRED WITH SCREW TERMINALS. NO SOLDERED CONNECTIONS PERMITTED. A VINYLPLASTIC LAMINATED 11" X 17" SCHEMATIC DRAWING SHALL BE PERMANENTLY FIXED INSIDE THE OUTER DOOR. A SEPARATE STICK ON PLASTICLABEL SHALL SHOW THE MOTOR DATA ; HP; RPM; FULL LOAD AMPS; SERIAL NUMBERS; PUMP SIZE; IMPELLER NUMBER AND SIZE; DESIGN GPM ANDTDH.

11. ALL WIRE TERMINATIONS SHALL BE COATED WITH A CORROSION INHIBITOR, "NO-LOX" OR EQUIVALENT.12. CONTROL/POWER CABINET AREA LIGHT. PROVIDE AND INSTALL SURFACE MOUNT ON CANOPY STRUCTURE, LED LIGHT FIXTURE IN DUST TIGHT

GASKETED ENCLOSURE, SUITABLE FOR OUTDOOR LOCATION. LIGHT SWITCH SHALL BE IN NEMA 3R, DUST TIGHT ENCLOSURE.13. MANUAL TRANSFER SWITCH,100A, 100A/3P, 480V, NEMA 4 ENCLOSURE, PROVIDED BY MANUFACTURER OR EXTERNAL WITH APPROVED MOUNTING

HARDWARE.14. (3) #1 CU, (1) #6 CU GROUND, 1-1/2" CONDUIT.15. (2) #6 CU, (1) #6 CU GROUND, 1" CONDUIT.16. (2) #12, (1) #12 CU GROUND, 1/2" CONDUIT.17. PROVIDE NEC APPROVED ELECTRICAL CABLE RATED FOR SUBMERSIBLE PUMP MOTOR APPLICATIONS.18. PROVIDE MOTOR PUMPS AS REQUIRED BY CONSTRUCTION SPECIFICATIONS SUBMITTAL DOCUMENTS.

SCALE: NTSCONTROL PANEL LAYOUT

SCALE: NTSSES & CONTROL PANEL ELEVATION DETAIL

CONNECTIONGENERATOR

PUMPPUMP

P-1 P-2

NEMANEMASIZE 0SIZE 0

1

6

8

3

7

10 11

SCALE: NTSONE-LINE DIAGRAM

NEMA 4 316 STAINLESS STEEL ENCLOSUREWITH DEAD FRONT OUTER DOOR INCLUDESDOOR STOPS AND INTRUSION SWITCH 10"DEEP

VERIFY WIRING CONFIGURATION WITH THE COUNTY OF YUMA TOMATCH GENERATOR PLUG.PADLOCK SHALL BE PROVIDED BY OWNER.A PLACARD CONTAINING THE CIRCUIT DIAGRAM IS TO BE PLACED ONINSIDE OF THE OUTER DOOR.WARNING LABEL TO BE YELLOW BACKGROUND WITH BLACKLETTERS."WARNING - LOCK OUT ELECTRICAL SERVICE TO THISENCLOSURE BEFORE OPENING DOOR OR SERVICING EQUIPMENT".

NOTES1. REFER TO APS SPECIFICATION FOR

UNDERGROUND TRENCH, WIRE ANDCONDUIT PRIOR TO WORK.

2. REFER TO APS FOR METER MOUNTINGDETAILS AND SPECIFICATIONS.

3. SLEEVE GROUND ROD, DO NOT POURCONCRETE AROUND ROD

CONDUIT TO EXIST. APS POWERPOLE/PAD MTD. TRANSFORMER. TRENCH,WIRE AND CONDUIT PER APSSPECIFICATIONS

3/4" x 10' GR0UND ROD, COPPERCLAD WITH NEC APPROVEDBRONZE CONNECTOR. RODCONNECTION TO BE VISIBLE

ABOVE SLAB.

#4 GROUND WIRE TOEACH 3" SUPPORT

3" ALUM. ORS.S. SUPPORT

GENERATORRECEPTACLE

5'6"+6"ABOVEWET WELL

COVER

POWER METER

DISCONNECT

#4 12"O.C. E.W.

UNDERGROUNDCONDUITS (# OFCONDUITS ASREQUIRED)

POWER METER

LUGS ON CABINETTO BOLT THROUGHPIPE STEEL BOLTS,NUTS AND WASHERS

6" MIN. THICKNESS

FINISHED GRADE

INNER DOOR LAYOUT SHOWN

GFDR

LIGHT

DRIP SHIELD

GENERATORRECEPTACLE

36"

36"

RL1 RL2

HS1 HS2

P-1 P-2

6

ELECTRICAL GENERAL NOTES1. ALL MATERIAL AND WORKMANSHIP TO BE HIGH QUALITY. MATERIALS TO BE UL

LISTED AND APPROVED. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITHTHE 2014 NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL CODES,ORDINANCES AND AMENDMENTS TO THE NEC.

2. INSULATION SHALL BE TYPE "XHHW" OR "THHN/THWN". MINIMUM SIZE IS NO. 10 AWG.ALL WIRE SHALL BE IN CONDUIT UNLESS OTHERWISE NOTED ON THE DRAWINGS,UNDERGROUND CONDUCTORS MUST BE RATED FOR 90 DEGREE C AS DEFINED FOR"WET LOCATION" BY THE N.E.C.

3. ALL CONDUITS TO BE METALLIC ELECTRICAL CONDUIT UNLESS NOTED OTHERWISEON THE DRAWINGS. MINIMUM SIZE CONDUIT IS1/2" EMT. UNDERGROUND CONDUIT IS3/4".

4. UNDERGROUND CONDUIT SHALL BE MINIMUM SCHEDULE 80 PVC, 90 DEGREE CRATED, WITH MINIMUM OF TRENCH COVER PER N.E.C. TABLE 300-5. ALLUNDERGROUND JUNCTION/PULL BOXES SHALL BE RATED THE SAME AS THEASSOCIATED CONDUIT, MINIMUM SIZE ELECTRICAL CONNECTIONS TO ALLEQUIPMENT.

5. MATERIALS AND INSTALLATION SHALL COMPLY WITH REQUIREMENTS FORINSTALLATION IN SEISMIC ZONE 4/DESIGN CATEGORY “D”.

6. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH THE OWNER AND THEELECTRICAL ENGINEER FOR ANY DISCREPANCIES PRIOR TO BID.

7. ALL WIRING FOR OUTSIDE LIGHTING SHALL BE A MINIMUM OF #10 COPPER TYPE "THWN" INSULATION. FOR UNDERGROUND CIRCUITS IN P.V.C. CONDUIT, PROVIDE A#10 COPPER BOND IN ADDITION TO CIRCUIT CONDUCTORS. ALL WIRING SHALL BECOPPER UNLESS NOTED OTHERWISE.

8. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION ANDCOMPLIANCE WITH THE UTILITY COMPANY'S REQUIREMENTS. WITHIN TWO WEEKSAFTER AWARD OF CONTRACT, SUBMIT (2) COMPLETE SETS OF PLANS, INCLUDINGPLOT OF SURVEY, TO UTILITY COMPANY FOR COORDINATION.

9. ROUTING OF INCOMING POWER AND TELEPHONE SERVICE SHOWN ARE FORESTIMATING PURPOSES ONLY. ACTUAL ROUTING, CONDUIT, TRENCH, AND PADREQUIREMENTS SHALL BE AS SPECIFIED BY THE UTILITY COMPANY. CONFIRM ALLREQUIREMENTS WITH UTILITIES PRIOR TO INSTALLATION.

10. ELECTRICAL CONTRACTOR SHALL CONTACT POWER COMPANY REGARDING EXACTLOCATION OF ALL PRIMARY SERVICE EQUIPMENT, TRENCH LOCATIONS,TRANSFORMER LOCATION, METER LOCATION, ETC.

11. ELECTRICAL CONTRACTOR SHALL PROVIDE NECESSARY SECONDARY CONDUITS,POWER TRENCHING, BACKFILL, CONCRETE PADS FOR TRANSFORMER AND CONDUITSTUBS INTO TRENCH AS REQUIRED BY POWER COMPANY AND THEIRSPECIFICATIONS.

12. ELECTRICAL CONTRACTOR SHALL CONTACT TELEPHONE COMPANY REGARDINGEXACT LOCATION OF ALL PRIMARY SERVICE EQUIPMENT, TRENCH LOCATIONS, ETC.

MAIN FUSES AS INDICATED, RK-1 RATED.

MAIN BUSS

EMERG.

TRANSFORMERTO EXISTING APS

SERVICEUNDERGROUND

EMERGENCYNORMAL

NG

PROVIDE NECAPPROVED CONDUIT

SEAL(S) FORSUBMERSIBLE CABLE.

TYPICAL FORELECTRICAL CABLES

ENTERING WATER WELL

DUPLEX PUMP CONTROLPANEL CABINET, ULLISTED "ENCLOSEDINDUSTRIALCONTROL/POWERPANEL", 480V, NEMA 4/12ENCLOSURE, 22KAICRATING MIN.

LOAD

SES100A, 100AF,

277/480V, 3-PHASE,NEMA 4 22KAIC MIN.

HIGHLEVEL

ALARMLIGHT

2

7

15A/1P

PUMPCONTROL

6

ULTRASONIC(WATER LEVEL)TRANSDUCERSENSOR

5

15A/2P 15A/2P

30A O.L. 30A O.L.

5HP 5HP

PUMP CONTROLS(MILTRONICS HYDRORANGER)OR APPROVED EQUAL

120V

1" PVC COATED RIGID METALCONDUIT, LOW VOLTAGE WIRINGPER MANUFACTURER SPECS.

#6 CU MBJ

#6 CU GEC

COLDWATER PIPE

(IF AVAIL.)

(SEE SITE PLAN)

13

(2) 3/4" X 10' CUGROUND RODSSPACED MIN. 6'

APART ATOPPOSITE ENDS OF

SES

NOTE: THIS IS A COUNTY OF YUMAFLOOD CONTROL LIFT STATION.REFER TO CITY OF YUMACONSTRUCTION STANDARDDETAIL DRAWINGS, STANDARDNO. 11-130, FOR ADDITIONALINFORMATION AND ELECTRICALREQUIREMENTS PRIOR TO WORK.

PORTABLE

9

14

16 16

METAL SHADE /STRUCTURE

#6 CU GEC

PROVIDE APPROVED MOUNTINGHARDWARE, UNISTRUTS ANDASSOCIATED EQUIPMENT AS REQUIREDTO INSTALL NEW EQUIPMENT PER NEC.REFER TO CITY OF YUMA STANDARDDETAIL No. 11-130.

DUPLEX PUMP CONTROLPANEL/PLC, ALLEN BRADLEYOR APPROVED EQUAL. SEECONTROL PANEL LAYOUT FORREQUIRED COMPONENTS.

14

SES LOAD SUMMARYLIFT PUMPS (2 X 5HP) (25% LARGEST PUMP) = 17.0 AMPSSHADE STRUCTURE LIGHT = 1.0 AMPSRECEPTACLE = 1.5 AMPSHEATER = 4.1 AMPSPUMP CONTROLS = 4.1 AMPSTOTAL = 27.7 AMPS

16

17 17

CONTROLCABINET

1818

100A/3P

20A/1P

4GFIWP

16

15A/1P15A/1P

LEDLIGHT

FIXTURE

12

SWITCHLIGHT

HEATER(IF AVAIL)

1616

MANUF.INTERNALFUSING

MANUF. INTERNAL3kVA XFMR(480V - 120V)

ELECTRICAL ONE-LINE DIAGRAM

E-2C

6/1/2021