yuma county flood control district
TRANSCRIPT
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
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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
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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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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
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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.).
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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
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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,
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664-
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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
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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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Basin
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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