extraction well 15 contract no. 4290
TRANSCRIPT
SANFRANCISCO
STOCKTON
SACRAMENTO
REDDING
FRESNO
EXTRACTION WELL 15
CONTRACT NO. 4290
JUNE, 2015
10540 WHITE ROCK ROAD, SUITE 180RANCHO CORDOVA, CALIFORNIA 95670
INDEX OF DRAWINGS
GENERAL
1 --- COVER SHEET2 G-01 DRAWING REFERANCE SYSTEMS AND GENERAL NOTES3 G-02 STANDARD SYMBOLS AND ABBREVIATIONS4 G-03 STRUCTURAL GENERAL NOTES
CIVIL
5 C-01 SITE PLAN AND PIPING PLAN6 C-02 WELL DIAGRAM AND WELL SITE PLAN, SECTIONS AND DETAILS
MECHANICAL
7 M-01 WELLHEAD PLAN AND SECTIONS8 M-02 DETAILS
ELECTRICAL
9 E-01 LEGEND AND SPECIFICATIONS10 E-02 SPECIFICATIONS11 E-03 DETAILS12 E-04 ONE LINE DIAGRAM AND ELEVATION13 E-05 PANEL LAYOUT AND CONTROL DIAGRAM14 E-06 OVERALL SITE PLAN15 E-07 EXISTING ELECTRICAL BUILDING PLAN16 E-08 WELL PUMP POWER PLAN
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No. C65000Exp. 6-30-15
No. AG000474Exp. 09-30-16
PROJECT SITE
WASTE MANAGEMENT AND RECYCLING
SITE LOCATION
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BC PROJECT NUMBER
FILENAME
SHEET NUMBER
DRAWING NUMBER
AT FULL SIZE
CHECKED:
APPROVED:
DRAWN:
CLIENT PROJECT NUMBER
DESIGNED:
REV
CHECKED:
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No. AG000474Exp. 09-30-16
No. C65000Exp. 6-30-15
SACRAMENTO
COUNTY
WASTE
MANAGEMENT AND
RECYCLING
CROSS REFERENCING SYSTEM
2. SECTION CUTS:
3. SECTIONS TITLES:
5. DETAIL CALLOUT:
GENERAL NOTES
FUTURE PIPING
PIPING IDENTIFICATION SYSTEM
NEW PIPING
PIPE SIZE
1. THE NOTE IN THE TITLEBLOCK OF THIS DRAWING WHICH READS "TWO INCHES AT FULL SCALE"APPEARS ON DRAWINGS FOR IDENTIFICATION OF SCALE DISTORTIONS ON HALF SIZE DRAWINGSAND DRAWING REPRODUCTIONS. IT SHALL MEAN THAT THE DRAWING IS FULL SIZE AND THEDRAWING SCALES ACCURATE WHEN THE LENGTH OF THIS LINE IS TWO INCHES. IF THE LENGTHIS OTHER THAN TWO INCHES, DRAWING SCALES MUST BE ADJUSTED ACCORDINGLY.
2. EXISTING PIPING IS DESIGNATED BY SERVICE RATHER THAN MATERIAL TYPE. MATERIAL TYPES,IF KNOWN, APPEAR OUTSIDE THE PIPING CALLOUT BUBBLE, AND MAY NOT BE THE SAMEMATERIAL TYPES SPECIFIED FOR NEW PIPING.
3. ABBREVIATIONS USED IN THIS CONTRACT DOCUMENT CONFORM TO ANSI Y1.1, UNLESS NOTEDOTHERWISE ON DRAWINGS. SEE SPEC. SECTION 01071 FOR ADDITIONAL ABBREVIATIONS.
4. ALL STANDARD DETAILS APPLY TO ALL THE CONTRACTORS WORK WHETHER SPECIFICALLYREFERENCED OR NOT.
5. SEE FRONT END SHEETS FOR EACH DISCIPLINES STANDARD SYMBOLS, ETC.
6. SEE ADDITIONAL GENERAL NOTES THROUGHOUT DRAWING SET.
7. ALL WORK SHALL CONFORM TO THE COUNTY OF SACRAMENTO STANDARD CONSTRUCTIONSPECIFICATIONS, REVISED JANUARY 2008.
8. THE EXISTING UNDERGROUND IMPROVEMENTS SHOWN HEREON WERE DETERMINED BASED ONRECORD PLANS AND MAPS PROVIDED BY THE COUNTY OF SACRAMENTO. WHERE SURFACEFEATURES OF THE VARIOUS FACILITIES ARE VISIBLE, IT WAS USED TO INTERPOLATE THELOCATIONS OF THE UNDERGROUND PORTIONS OF THE EXISTING FACILITIES.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPORTING ALL CONFLICTS, ERRORS,OMISSIONS, ETC. TO THE COUNTY IMMEDIATELY UPON DISCOVERY. IF SO DIRECTED BY THECOUNTY, THE CONTRACTOR SHALL STOP ALL WORK UNTIL MITIGATION CAN BE MADE. ANY COSTINCURRED RESULTING FROM THE CONTRACTOR'S FAILURE TO STOP WORK AS DIRECTED SHALLBE THE RESPONSIBILITY OF THE CONTRACTOR.
10. THE CONTRACTOR SHALL PROTECT ALL EXISTING IMPROVEMENTS IN PLACE. DAMAGE SHALL BEREPAIRED AS NEW AT NO ADDITIONAL COMPENSATION.
11. THE LOCATION, PIPE DIAMETERS AND MATERIAL INDICATED AND/OR ELEVATIONS OFUNDERGROUND UTILITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE ONLY.
SERVICE ABBREVIATIONS (SEELISTINGS ON DWGXXXXXX)
EXISTING PIPING(SEE GENERAL NOTE 2)
6. STANDARD DETAILS REFERENCE:
7. KEYNOTES:
DISCIPLINE CODE (SEE LISTING ON THISDRAWING)
G GENERAL XD DEMOLITION (X - DENOTES DISCIPLINE) C CIVIL I PROCESS AND INSTRUMENTATION DIAGRAM S STRUCTURAL A ARCHITECTURAL D PROCESS/MECHANICAL M HVAC / MECHANICAL P PLUMBING E ELECTRICAL
2
D-103
MATCH LINE
SEE XX/X-XXX
SECTION NUMBER
DRAWING WHERESECTION IS SHOWN
DISCIPLINES
NORTH ARROW
REVISION CLOUD
X
REVISION TAG
EL. XXXX.XXLOCATION
ELEVATION CALL OUT INSECTION OR ELEVATION
BD-107
WATER SURFACE
EXISTING LINEWORK
NEW/PROPOSED LINEWORK
BDETAIL
SECTIONSCALE: 1/2"=1'-0"
D-103
SHORT SECTION
4" MAX
2D-103
FULL SECTION
DETAIL LETTER(SEQUENTIAL)
2
2
MISCELLANEOUS
1. PLAN TITLES:
A. BY CALLOUT
B. BY NOTE: "SEE DETAIL B/D-105"
B IS DETAIL REFERENCE LETTER D-105 IS DRAWING WHERE DETAIL IS SHOWN
4. DETAIL TITLES:
CROSS REFERENCING SYSTEM (CONTINUED)
DRAWING NUMBERING SYSTEM
D-101-400AREA (N/A ON SINGLE FACILITY/AREA PROJECTS)
SEQUENTIAL NUMBER
SHEET TYPE
DISCIPLINE
0 GENERAL 1 PLANS 2 ELEVATIONS 3 SECTIONS 4 LARGE- SCALE VIEWS 5 DETAILS 6 SCHEDULES AND DIAGRAMS 9 3D REPRESENTATIONS
SHEET TYPE
NORTHPLAN
NORTHPLAN
4
S0321
6" TFE
6" TFE
6" TFE
PLANNORTH
SCALE: 1/4" = 1'-0"
PLAND1
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DRAWINGREFERANCE
SYSTEMS ANDGENERAL NOTES
GENERAL
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SHEET NUMBER
DRAWING NUMBER
AT FULL SIZE
CHECKED:
APPROVED:
DRAWN:
CLIENT PROJECT NUMBER
DESIGNED:
REV
CHECKED:
2 3 4 5 6
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No. AG000474Exp. 09-30-16
No. C65000Exp. 6-30-15
SACRAMENTO
COUNTY
WASTE
MANAGEMENT AND
RECYCLING
STANDARD SYMBOLS LINE AND DESIGNATIONS ABBREVIATIONS
28
MONUMENT
EXISTING IRRIGATION
TEMPORARY CONSTRUCTION EASEMENT
PERMANANT EASEMENT LINE
EXISTING WATER
EXISTING GAS
EXISTING SEWER
EXISTING ELECTRICAL
EXISTING CABLE TV
EDGE OF PAVEMENT
PROPERTY LINE
ABANDONED
UTILITY
TELEPHONE MANHOLE
HANDHOLE
UTILITY BOX
EXISTING FENCE
STORM MANHOLE
SEWER MANHOLE
SEWER VALVE
SEWER CLEANOUT
TELEPHONE POLE
ELECTRIC MANHOLE
ELECTRIC HANDHOLE
TRANSFORMER
ELECTRIC SWITCH BOX
CATCH BASIN
EXISTING TELEPHONE
EXISTING STORM DRAIN
TELEPHONE HANDHOLE
WATER VALVE
WATER VALVE BOX
NATURAL GAS VALVE
TRAFFIC SIGNAL
WATER METER
HYDRANT
LIGHT POLE
LIGHTING HANDHOLE
T.V. BOX
TREE SYMBOL
TELEVISION MANHOLE
T.V. HANDHOLE
STREET LIGHT
BRUSH LINE
ELECTRICAL TRANSMISSION TOWERS
POWER POLE WITH ANCHOR
TRAFFIC SIGNAL HANDHOLE
TRAFFIC SIGNAL W/ARM ONLY
TRAFFIC SIGNAL W/ARM & POLE
TRAFFIC CONTROL BOX
NATURAL GAS VALVE BOX
SURVEY CONTROL POINT
TRAFFIC DETECTOR LOOP
POWER POLE
PULL BOX
DRAWING MATCH LINE
RIGHT OF WAY
EXISTING SANITARY SEWER FORCE MAIN
EXISTING JOINT TRENCH
NEW PIPELINE
NATURAL GROUNDOR FINISHED GRADE
PIPE SIZE AND DIRECTION OF FLOW
FLANGE CONNECTION
NOTES:
1. THIS DRAWING IS GENERAL IN NATURE. SOME SYMBOLS SHOWNHEREON MAY NOT BE USED ON THE CONTRACT DRAWINGS.
2. SYMBOLS ARE ARRANGED ON SPECIFIC DRAWINGS AND INCATEGORIES FOR CONVENIENCE ONLY; SYMBOLS MAY BE USEDON ANY OF THE CONTRACT DRAWINGS.
PUSH-ON JOINT
MECHANICAL JOINT
RESTRAINED FLEXIBLEPIPE COUPLING
CONNECTING LINES
NON-CONNECTING LINES
SS
FM
SD
G
W
TU
TV
E
IRR
JT
BUTTERFLY VALVE
CHECK VALVE
GATE VALVE
BALL VALVE
NEW AC PAVEMENTPLAN VIEW
GRAVEL
NEW AC PAVEMENTSECTION VIEW
NATURAL GROUNDOR FINISHED GRADE
CONCRETE
EXISTING EQUIPMENTOR STRUCTURE TO BEREMOVED
GRATING
AAB AGGREGATE BASEABBR ABBREVIATIONAC ASPHALTIC CONCRETE, OR
ALTERNATING CURRENTAD AREA DRAINALUM ALUMINUMALT ALTERNATIVEANSI AMERICAN NATIONAL
STANDARDS INSTITUTEAPPD APPROVEDAPPROX APPROXIMATEARV AIR RELEASE VALVEASTM AMERICAN SOCIETY FOR
TESTING AND MATERIALSASSY ASSEMBLYAWWA AMERICAN WATER WORKS
ASSOCIATION
BBF BLIND FLANGEBFP BACK FLOW PREVENTERBLDG BUILDINGBLK BLOCKBM BENCHMARKBOT BOTTOMBOV BLOW-OFF VALVE
CCAP CAPACITYCAV COMBINATION AIR VALVECB CATCH BASINCC CENTER TO CENTERCCP CONCRETE CYLINDER PIPECEM CEMENTCLR CLEARCLSM CONTROLLED LOW STRENGTH
MATERIALCI CAST IRONCJ CONSTRUCTION JOINTCL CENTERLINE, CHAIN LINKCLR CLEAR, CLEARANCECM CENTIMETERCMLC CEMENT MORTAR LINED AND
COATEDCMP CORRUGATED METAL PIPECO CLEANOUT OR COUNTYCOL COLUMNCOMM COMMUNICATIONSCONC CONCRETE OR CONCENTRICCONT CONTINUED OR CONTINUOUSCP CONTROL POINT, CATHODIC
PROTECTIONCTR CENTER
DDD DELTA DIABLODET DETAILDI DUCTILE IRONDIA DIAMETERDIAG DIAGONALDISCH DISCHARGEDN DOWNDR DOOR OR DRAINDWG DRAWING
EE EASTEA EACHEB EXPANSION BOLT OR ANCHOREC END CURVEECC ECCENTRICECR END CURB RETURNEF EACH FACEEG EXISTING GRADEEL ELEVATIONELEC ELECTRICAL OR ELECTRONICENCL ENCLOSUREENT ENTRANCEEQ EQUALEVC END VERTICAL CURVEEW EACH WAYEXH EXHAUSTEX-HY EXTRA HEAVY(E), EXIST EXISTINGEXP JT EXPANSION JOINTEXT EXTERIOR OR EXTENSIONEXTR EXTRUDED
FFABR FABRICATION, FABRICATE OR
FABRICATEDFB FLAT BAR, FLOOR BEAM OR
FIELD BOOKFBR FIBER OPTICFC FACT OF CURBFCA FLANGED COUPLING ADAPTORFEM FEMALE (PIPE THREAD)F TO F FACE TO FACEFG FINISHED GRADEFH FIRE HYDRANTFIBR FIBER OPTIC CABLEFIG FIGUREFIN FINISHEDFL FLOWLINE OR FLOORFLEX FLEXIBLEFLG FLANGEFLR FLOORFM FORCEMAINFND FOUNDATIONFO FIBER OPTICFOS FACE OF STUDSFOW FACE OF WALLFPC FLEXIBLE PIPE COUPLINGFPS FEET PER SECONDFR FRAMEFT FEET OR FOOTFTG FOOTINGFUT FUTURE
GG GAS OR GATEGA GAGE OR GAUGEGAL GALLONGALV GALVANIZEDGEN GENERAL OR GENERATORGFA GROOVED FLANGE ADAPTERGRD GRADE OR GROUNDGR BRK GRADE BREAK OR GRADE
CHANGEGRTG GRATING
HHB HOSE BIBBHDPE HIGH DENSITY POLYETHYLENEHDW HARDWAREHEX HEXAGONALHGR HANGERHGT HEIGHTHORIZ HORIZONTALHP HIGH POINTHV HORIZONTAL AND VERTICAL
CONTROL POINTHYD HYDRANT
IID INSIDE DIAMETERIF INSIDE FACEIN INCHINSL INSULATION OR INSULATEDINT INTERIORINV INVERTIRRG IRRIGATION
JJT JOINT
KKGV KNIFE GATE VALVEKV KILOVOLT
LL LENGTHLBS POUNDSLF LINEAR FEETLEV LEVELLG LENGTH OR LONGLP LOW POINT, LIQUID PROPANELT LEFT
MM MALE (PIPE THREAD)MAN MANUALMAX MAXIMUMMECH MECHANICAL
MEMB MEMBRANEMETH METHANEMFR MANUFACTURERMGD MILLION GALLONS PER DAYMH MANHOLEMIN MINIMUMMISC MISCELLANEOUSMTC MECHANICAL-TYPE COUPLINGMTD MOUNTEDMTG MOUNTINGMTL MATERIAL OR METALMTR MOTOR
NN NORTHNBS NATIONAL BUREAU OF
STANDARDSNC NORMALLY CLOSEDNF NEAR FACENG NATURAL GRADE OR NATURAL
GASNIC NOT IN CONTRACTNL NAILNO NUMBER OR NORMALLY OPENNPT NATIONAL PIPE THREADNS NEAR SIDENTS NOT TO SCALE
OOC OVER-CROSSING OR ON
CENTEROD OUTSIDE DIAMETER OR
OVERALL DIMENSIONOF OVERFLOW OR OUTSIDE FACEOHP OVER HEAD POWEROPNG OPENING
PP POLE, PAGE OR PIPEPART PARTITIONPAVMT PAVEMENTPCC PORTLAND CEMENT
CONCRETEPE POLYETHYLENEPI PLANT INFLUENT OR POINT OF
INTERSECTIONPL PROPERTY LINE, PLATEPLAS PLASTER OR PLASTICPLT PLANTPRCT PRECASTPREFAB PREFABRICATEDPRESS PRESSUREPT PAINT, POINTPV PLUG VALVEPVC POLYVINYL CHLORIDE
QQTY QUANTITY
RR RADIUS, RISER, RETURN OR
RATE OF SLOPERC REINFORCED CONCRETERCP REINFORCED CONCRETE PIPERD ROUND, OR ROADRED REDUCER OR REDUCINGREF REFERENCE OR REFERREIN REINFORCE OR REINFORCEDRE-STL REINFORCING STEELREQD REQUIREDRESIL RESILENTREV REVISIONREW RECLAIMED WATERRF ROOF OR RAISED FACERI RODDING INLETRO ROUGH OPENINGRPBD REDUCED PRESSURE
BACKFLOW DEVICERR RAILROADRT RIGHTRTP REINFORCED
THERMOSETTING PLASTICRW RECYCLED WATER, RAW
WASTEWATERROW RIGHT OF WAY
SSD STORM DRAINS SOUTH, SECOND OR SLOPE
SA SAMPLESBR STYRENE BUTADENE
(RUBBER)SCAV SEWAGE COMBINATION
AIR/VACUUMSCH SCHEDULESECT SECTIONSEG SEGMENTSPECS SPECIFICATIONSSPECF SPECIFIEDSP STEEL PIPESQ SQUARESS SANITARY SEWERSSFM SANITARY SEWER FORCEMAINSSTL STAINLESS STEELSTA STATIONSTC SLEEVE-TYPE COUPLINGSTD STANDARD OR STORM DRAINSSTL STEELSTN STAINLESSSTRUCT STRUCTURAL OR STRUCTURESYM SYMMETRICAL OR SYMBOLSYS SYSTEM
TT TELEPHONETAN TANGENTTBE THREAD BOTH ENDSTBM TEMPORARY BENCH MARKTC TOP OF CURBTCE TEMPORARY CONSTRUCTION
EASEMENTTEL TELEPHONE LINETEMP TEMPERATURE OR
TEMPORARYTHK THICK OR THICKNESSTHRD THREADEDTM TRUNK MANHOLETOE TOE OF SLOPETP TELEPHONE POLETRANS TRANSITION OR TRANSMITTERTSB TOP SET BASETSL TRAFFIC SIGNAL LOOPTW TOP OF WALLTYP TYPICAL
UUC UNDER-CROSSINGUE UNDERGROUND ELECTRICUG UNDERGROUNDUGC UNDERGROUND CONDUITUNO UNLESS NOTED OTHERWISEUPRR UNION PACIFIC RAILROAD
VV VACUUM, VALVE, VERTICAL,
VENT, VOLT OR VOLUMEVAR VARIES OR VARIABLEVCP VITRIFIED CLAY PIPEVERT VERTICAL
WW WEST OR WATERW/ WITHWP WATER PROOFINGWS WATER SURFACEWSTP WATER STOPWT WEIGHT
XXS EXTRA STRONGXXS DOUBLE EXTRA STRONG
ZZ ZERO OR ZONEZN ZINC
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STANDARDSYMBOLS AND
ABBREVIATIONS
GENERAL
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BC PROJECT NUMBER
FILENAME
SHEET NUMBER
DRAWING NUMBER
AT FULL SIZE
CHECKED:
APPROVED:
DRAWN:
CLIENT PROJECT NUMBER
DESIGNED:
REV
CHECKED:
2 3 4 5 6
C
B
1 2 3 4 5 6OF
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A
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No. AG000474Exp. 09-30-16
SACRAMENTO
COUNTY
WASTE
MANAGEMENT AND
RECYCLING
EXTRACTION WELL15
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4290
147559
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G-03
STRUCTURALGENERAL NOTES
GENERAL
GENERALG 1 DIMENSIONS
DIMENSIONS CONTROLLED BY OR RELATED TO THE MECHANICAL ORELECTRICAL EQUIPMENT SHALL BE VERIFIED BY THE CONTRACTOR PRIORTO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR COORDINATINGALL CONSTRUCTION DIMENSIONS AND NOTIFYING CONSTRUCTIONMANAGER OF DISCREPANCIES IN A TIMELY FASHION.
G 2 PROVISIONS FOR EQUIPMENTMECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES,OPENINGS, RECESSES AND EMBEDMENTS SHALL BE PROVIDED PRIOR TOCASTING CONCRETE.
G 3 DRAINAGE SURFACESSLOPE DRAINAGE SURFACES UNIFORMLY TO DRAIN. SLOPE SHALL BE1/8" TO 1/4" PER FOOT EXCEPT WHERE NOTED OTHERWISE ON THE PLANS.
G 4 OPENINGSTHE CONTRACTOR SHALL COORDINATE WITH ALL DISCIPLINES ANDPROVIDE SLAP OPENINGS IN ACCORDANCE WITH THE CONTRACTDOCUMENTS.
DESIGN CRITERIAD 1 GOVERNING BUILDING CODE
CONSTRUCTION AND DESIGN SHALL BE IN ACCORDANCE WITH 2013CALIFORNIA BUILDING CODE. THIS CODE SHALL GOVERN EXCEPT WHEREOTHER APPLICABLE CODES OR CONTRACT PROVISIONS ARE MORERESTRICTIVE.
D 2 LIVE LOADS1. EQUIPMENT SLAB-ON GRADE.............................................................. 250 PSF
D 3 GROUND SNOW LOAD .................................................................................. N/A
D 4 WINDULTIMATE DESIGN WIND SPEED .......................................................... 115 MPH
RISK CATEGORY ...................................................................................... III EXPOSURE CATEGORY ........................................................................... C TOPOGRAPHIC FACTOR .......................................................................... KZT= 1.0
CONCRETE (continued)C 4 CONCRETE COVER
CONCRETE COVER FOR REINFORCING BARS SHALL CONFORM TO ACI 350AND AS FOLLOWS WITH MINIMUM COVER OF ONE BAR DIAMETER:
1. CONCRETE CAST AGAINST EARTH .......................................................... 3"2. CONCRETE EXPOSED TO EARTH,
WASTEWATER, CHEMICALS OR WEATHER ............................................ 2"3. CONCRETE NOT EXPOSED TO EARTH,
WASTEWATER, CHEMICALS OR WEATHER ....................................... 1-1/2"
C 5 CHAMFERSEXCEPT AS OTHERWISE REQUIRED, EXPOSED CONCRETE CORNERS ANDEDGES SHALL HAVE 3/4" CHAMFERS. RE-ENTRANT CORNERS SHALL NOTHAVE FILLETS.
C 6 COMPATIBLE FINISHESCURING COMPOUNDS AND OTHER SURFACE TREATMENTS, CONCRETEADMIXTURES AND SUB-SLAB DRAINAGE SHALL BE REVIEWED BYCONTRACTOR AND CERTIFIED COMPATIBLE WITH FINISHES TO BE APPLIEDLATER IN THE CONSTRUCTION SEQUENCE.
FOUNDATIONF 1 DESIGN BASIS
A GEOTECHNICAL REPORT WAS NOT PRODUCED FOR THIS PROJECT.ALLOWABLE BEARING PRESSURE OF 1,500 PSF WAS ASSUMED.
F 2 MINIMUM FOUNDATION PREPARATIONCONCRETE SLAB-ON GRADE SHALL BEAR ON COMPACTED NATIVE SOIL.
GROUTGR 1 PRECISION NON-SHRINK, NON-METALLIC CEMENT GROUT: MASTERFLOW 928
GROUT OR EQUAL.
GR 2 EPOXY ADHESIVE GROUT AT ANCHORS INTO CONCRETE: HILTI HIT-RE 500-SD EPOXY ADHESIVE ANCHOR SYSTEM BY HILTI INC. OR EQUAL APPROVED BY ENGINEER OF RECORD.
CONCRETEC 1 APPLICABLE CODES
CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 301-10"SPECIFICATIONS FOR STRUCTURAL CONCRETE", AND THE FOLLOWINGCODES:ACI 318-11 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"
C 2 REINFORCING STEEL DETAILSALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS,UNLESS OTHERWISE NOTED, SHALL BE IN ACCORDANCE WITH ACI DETAILINGMANUAL (ACI SP-66), LATEST EDITION.
C 3 CONCRETE SPECIFICATIONS1. STRUCTURAL CAST-IN-PLACE CONCRETE ................................... f'c = 4,500 PSI CEMENT............................................................................................... TYPE II POZZOLAN (CLASS F FLY ASH) PER ASTM C618, PERCENT BY WEIGHT OF
CEMENTITIOUS MATERIALS.............................................................. 15% - 20% MAXIMUM WATER CEMENT RATIO.................................................. 0.42 AIR ENTRAINMENT............................................................................. 4% - 6% COARSE AGGREGATE....................................................................... ASTM 57 OR 67 SLUMP.................................................................................................. 3 - 5 INCHES CONCRETE MIX DESIGN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL
PRIOR TO COMMENCING CONSTRUCTION.
2. REINFORCED STEEL ......................................................................... ASTM A615,GRADE 60 DEFORMED BARS
D 5 SEISMICMCE ACCELERATION, SHORT PERIOD ........................................................ SS = 0.515 gMCE ACCELERATION, 1-SEC PERIOD .......................................................... S1 = 0.25 gSITE CLASS ..................................................................................................... D (ASSUMED)DESIGN ACCEL, SHORT PERIOD .................................................................. SDS = 0.476 gDESIGN ACCEL, 1-SEC PERIOD .................................................................... SD1 = 0.318 gRISK CATEGORY ............................................................................................ IIISEISMIC IMPORTANCE FACTOR ................................................ I = 1.25 IP = 1.00,
EXCEPT FOR FIRE PROTECTION SYSTEM, EGRESS STAIRWAYS, AND COMPONENTS CONTAINING HAZARDOUS MATERIALS ............. I P = 1.50
SEISMIC DESIGN CATEGORY ....................................................................... D
MW-22AB
EW-13
ROADWAY
ROADWAY
20.6
'
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BC PROJECT NUMBER
FILENAME
SHEET NUMBER
DRAWING NUMBER
AT FULL SIZE
CHECKED:
APPROVED:
DRAWN:
CLIENT PROJECT NUMBER
DESIGNED:
REV
CHECKED:
2 3 4 5 6
C
B
1 2 3 4 5 6OF
D
C
B
A
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No. AG000474Exp. 09-30-16
No. C65000Exp. 6-30-15
SACRAMENTO
COUNTY
WASTE
MANAGEMENT AND
RECYCLING
EXTRACTION WELL15
10540 White Rock Road, Suite 180Rancho Cordova, California 95670
4290
147559
147559-SF-C-001.DWG
165
C-01
SITE PLAN ANDPIPING PLAN
CIVIL
PLANNORTH
AREA SITE AND PIPING PLANB2 SCALE: 1" = 30'
PLANNORTH
WELL SITE AND PIPING PLANA2 SCALE: 1" = 10'
0'
100'
200'
230'
235'
BENTONITE SEAL(170' - 172')
22" BORE HOLE(0' - 235')
1" GRAVEL FEED TUBE(+2' - 180')
CEMENT SEAL(0' - 170')
2" LUG, SEE DETAILB/C-02
10" BLANK CASING(+2' - 200')
10" SUPERFLOSCREEN(200' - 225')
10" BLANK CASING(225' - 230')
GRAVEL PACK(172' - 235')
CENTRALIZER SEESPECIFICATIONS FORLOCATION, SEE DETAILA/C-02
3'-0"
21'-0"
8'-0
"
2'-0
"
5'-0
"3'
-0"
22'-0"
9'-0
"
3'-0"TYP
2C-02
FENCE POST, TYP
FENCE, TYPELECTRICAL PANEL
CONCRETE PAD
WELL EW-15
1" GRAVEL FEED TUBE,SEE DETAIL D/C-02
LATCHABLE GATEWELL PIPING SEE DWG M-01
1'-1
"
3'-0
"
1'-6
"
1"1/2"
1'-0"TYP
2'-0
"TY
P
2% MIN
6"
3" CLR
3" CLR
#4@12" EW
NATIVE SOILCOMPACTED TO95% RELATIVECOMPACTION
CLEAN AND ROUGHENTOP OF PIER SURFACETO 1/4" AMPLITUDE PRIORTO SLAB PLACEMENT
2 RAIL, WELDEDTO END POST,TYP, SEE NOTE 1
BOLT SIDE RAILSTO END POST, TYP
2" END POST, TYP
2.5" SCH 40 STEELPIPE WITH ENDCAPENCASED INCONCRETE, TYP
NOTE
1. RAILS SHALL BE WELDEDTO CENTER SUPPORTS.
1" GRAVELFEED TUBE
22" BOREHOLE
10" CASING
1" x 1" x 2" LUG
2" 1" GRAVELFEED TUBE
5/16" CASINGWELD COLLAR
WELD
10-3/4" O.D. x5/16" CASING
2'-0
"
DISCHARGE TEE
10" WELL CASING
CAPPED 1" GRAVELFEED TUBE
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FILENAME
SHEET NUMBER
DRAWING NUMBER
AT FULL SIZE
CHECKED:
APPROVED:
DRAWN:
CLIENT PROJECT NUMBER
DESIGNED:
REV
CHECKED:
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A
No. AG000474Exp. 09-30-16
No. C65000Exp. 6-30-15
SACRAMENTO
COUNTY
WASTE
MANAGEMENT AND
RECYCLING
EW-15 WELL SECTION1 SCALE: H: 1" = 1'-0" V: 1" = 12'-0"
EXTRACTION WELL15
10540 White Rock Road, Suite 180Rancho Cordova, California 95670
4290
147559
147559-SF-C-002.DWG
166
C-02
WELL DIAGRAM ANDWELL SITE PLAN,SECTIONS AND
DETAILS
CIVIL
WELL LAYOUT PLANC4 SCALE: H: 3/4" = 1'-0"
SECTION2 SCALE: 1" = 1'-0"
1'-0
", M
IN
60.00°
2"
1"
10-3/4" O.D.x5/16"WELL CASING
1/4"TYP
SPACERS ON 90°CENTERS 1/4"xPLx3"WIDE, BEND TO FIT
MIN
.TY
P
22" BOREHOLE
CENTRALIZER DETAILA SCALE: NONE
EXTRACTION WELL 15 DETAILC SCALE: H: 1" = 1'-0"
LUG DETAILB SCALE: 3" = 1'-0"
GRAVEL FEED TUBE DETAILD SCALE: H: 1/2" = 1'-0"
1
2
3
4
5
6
7
4" W
6" W 89
6" W
10
6
4
13
6" W14
15
16
13
17
1M-01
22
RECIRCULATIONSYSTEM
2'-3
"
3'-1
0"
5
4
6
7
4" W
18
11
1
2
3
6" W
4" W
8
9
6" W
12
6
4
10
13
14
15
16
26
17
6" WSTL
2 WRAPS OF 30# FELT2 WRAPS OF30# FELT6" CONCRETE SLAB,
SEE SECTION 2/C-02
3'-1"SEE NOTE 1
2'-6"SEE NOTE 1
13'-8"
1'-9" 11'-0"11"
2'-8
"3'
-4"
MIN
55
19
8" WPVC
20
22
1'-6
"
25
24
23
6" WSTL
21
RECIRCULATION SYSTEM
EXTRACTION WELL15
10540 White Rock Road, Suite 180Rancho Cordova, California 95670
4290
147559
147559-SF-M-001.DWG
167
M-01
WELLHEAD PLANAND SECTIONS
MECHANICAL
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REVISIONS
DESCRIPTION
BC PROJECT NUMBER
FILENAME
SHEET NUMBER
DRAWING NUMBER
AT FULL SIZE
CHECKED:
APPROVED:
DRAWN:
CLIENT PROJECT NUMBER
DESIGNED:
REV
CHECKED:
2 3 4 5 6
C
B
1 2 3 4 5 6OF
D
C
B
A
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30 A
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LINE IS 2 INCHES
A
No. AG000474Exp. 09-30-16
No. C65000Exp. 6-30-15
SACRAMENTO
COUNTY
WASTE
MANAGEMENT AND
RECYCLING
GENERAL NOTES
KEY NOTES
PLANNORTH
WELL HEAD PIPING PLANC2 SCALE: 1" = 1'-0"
SECTION1 SCALE: 1" = 1'-0"
1. 10" DIA WELL CASING
2. 6" WELL HEAD
3. 6" FLANGED COUPLING ADAPTER
4. 4" 90° ELBOW
5. SCREENED VENT
6. 4" GATE VALVE
7. 4" x 4" CROSS
8. SAMPLING TAP ASSEMBLY, SEE DETAIL A/M-02
9. MAGNETIC FLOW METER
10. 6" x 4" TEE
11. 4" UNION
12. PIPE SUPPORT, SEE DETAIL B/M-02
13. 1" COMBINATION AIR RELEASE & VACUUMVALVE
14. 6" FLANGED SWING CHECK VALVE
15. 6" GATE VALVE
16. 6" x 6" CROSS
17. 6" FLANGE WITH 2" FEMALE THREADED AND 2"PLUG
18. 4" THREADED CAP
19. 6" 90° ELBOW
20. 6" x 8" REDUCER
21. 2" x 2" C-CHANNEL TO SUPPORT SAMPLING TAPASSEMBLY BOX, SEE DETAIL G/M-02
22. 1" GRAVEL FEED TUBE, SEE DETAIL D/C-02
23. 1-1/4" COMPRESSION FITTING FOR LEVELTRANSDUCER
24. 1-1/4" SOUNDING TUBE AND CAP
25. PRESSURE GAUGE AND BALL VALVE, SEEDETAIL F/M-02
26. 6" GLOBE VALVE
1. DISTANCE BETWEEN FLOW METER ANDDISCHARGE ELBOW, AND FLOW METER ANDRECIRCULATION TEE SHALL BE EQUAL ORGRATER THAN THE MINIMUM UPSTREAM ANDDOWNSTREAM STRAIGHT PIPE DISTANCESREQUIRED BY THE FLOW METERMANUFACTURER.
2. MECHANICAL JOINTS SHALL BE EBAA MEGALUGSERIES Z00PV FOR CONNECTIONS TO PVC PIPEOR 1100 SERIES FOR CONNECTIONS TO STEELPIPE.
6" WELL DISCHARGEPIPE
1/4" BRASS TAP AND90° BALL VALVE
1/8" COPPERTUBING
SAMPLE TAP ASSEMBLY DETAILA SCALE: 6" = 1'-0"
12" x 12" x 6" METALBOX WITH LOCKINGDOOR
2" x 2" C-CHANNEL
1/8" THICK STEEL BRACKET
1" D
RY
PA
CK
VA
RIE
S T
O M
ATC
H P
IPE
EL.
ANVIL ADJUSTABLE PIPESADDLE SUPPORT
3"Ø STD. WT. STL PIPE W/ N.P.T.
4-1/2"Ø ADHESIVE SST ANCHORBOLTS W/NUTS & WASHERS.PROVIDE 4-1/2" EMBEDMENT AND1-1/2" EDGE DISTANCE
15" x 15" x 3/8" PLATE
1/4"
2-1/2"Ø
PIPE SUPPORT DETAILB SCALE: NONE
ARV DETAILC SCALE: NONE
COMBINATION AIR RELEASEAND VACUUM VALVE
WELL DISCHARGE PIPEOR BLIND FLANGE
1" TAP
1" GATE VALVE
SCREENEDVENT
8" WC900 PVC
FROM EXTRACTIONWELL
6" DIP TEE
MECHANICAL JOINT,EBAA MEGA LUGSERIES 2000PV ORAPPROVED EQUAL,TYP OF 3
8" WC900 PVC
8" WC900 PVC
CONCRETE THRUSTBLOCK, PER COUNTYOF SACRAMENTOSTANDARDS
DISCHARGE PIPE
PUMP DISCHARGE TEE
ELECTRICAL JUNCTION BOX1-1/4" COMPRESSIONFITTING FOR PUMP CABLE
1-1/4" COMPRESSION FITTINGFOR LEVEL TRANSDUCER
1" GRAVEL FEED TUBE,SEE DETAIL D/C-02
WELL CASING1-1/4" SOUNDING TUBE WITH CAP
NOTE
1. SAMPLING BOX SUPPORT SHOWNFROM THE BACK FOR CLARITY
(4) 1/2" DIA ADHESIVE SST ANCHORBOLTS WITH NUTS AND WASHERS.PROVIDE 4-1/2" EMBEDMENT AND1-1/2" EDGE DISTANCE
2" x 2" C-CHANNEL
1/8" THICK STEEL BRACKET
HOLE IN BACK OF BOX TOACCEPT SAMPLING TAP
EXTRACTION WELL15
10540 White Rock Road, Suite 180Rancho Cordova, California 95670
4290
147559
147559-SF-M-002.DWG
168
M-02
DETAILS
MECHANICAL
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DESCRIPTION
BC PROJECT NUMBER
FILENAME
SHEET NUMBER
DRAWING NUMBER
AT FULL SIZE
CHECKED:
APPROVED:
DRAWN:
CLIENT PROJECT NUMBER
DESIGNED:
REV
CHECKED:
2 3 4 5 6
C
B
1 2 3 4 5 6OF
D
C
B
A
Pat
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BC
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LINE IS 2 INCHES
A
No. AG000474Exp. 09-30-16
No. C65000Exp. 6-30-15
SACRAMENTO
COUNTY
WASTE
MANAGEMENT AND
RECYCLING
CONNECTION DETAILD SCALE: 1" = 1'-0"
WELLHEAD DETAILE SCALE: 1" = 1'-0"
PRESSURE GAUGE DETAILF SCALE: 3" = 1'-0"
PRESSURE GAUGE
1/2" BALL VALVE
BUSHINGS AS NECESSARY TOREDUCE FROM 6" DISCHARGETEE TO 1/2" NIPPLE
DISCHARGE TEE
SAMPLING TAP BOXSUPPORT DETAILG SCALE: 1" = 1'-0"
G
XXnXXn
n
SURGE SUPRESSOR
COMBINATION MOTOR STARTERMCP AND THERMAL OVERLOAD SIZED BYMANUFACTURER BASED ON SUBMITTED ANDAPPROVED MOTOR
n NEMA SIZE
XX TYPE:BLANK FULL VOLTAGE, NON-REVERSINGFVR FULL VOLTAGE, REVERSING2S2W FULL VOLTAGE, 2 SPEED, 2
WINDING
XX
BUS CONNECTION OR CONNECTED WIRES
nMOTOR LOAD
n MOTOR HORSEPOWER, KILOWATT
FLOW SWITCH CONTACT
KW OR KVA RATED EQUIPMENTn LOAD VALUE IN KW OR KVAn KW, KVA
AMPS
P10
1A: 3
#12,
#12G
, 1"C
EQUIPMENT TAG
PLAN DRAWINGSCONTROL DIAGRAMSSINGLE LINE DIAGRAMS
GROUND ROD
GROUND ROD WITH GROUND WELL
GROUND CONNECTION, BOLTED TYPE
GROUND CONNECTION, EXOTHERMIC TYPE
GROUNDING CONDUCTOR
EXPOSED CONDUIT
CONCEALED, EMBEDDED, OR BURIEDCONDUIT
CONDUIT TURNS UP
CONDUIT TURNS DOWN
CONDUIT CHANGES ELEVATION
FIELD MOUNTED INSTRUMENT OR DEVICE
HORN
TELEPHONE OUTLET
DATA OUTLET
JUNCTION (PULL) BOX
MOTOR
LOCAL CONTROL STATION
DISCONNECT SWITCH
FLOAT TYPE LEVEL SWITCH
PRESSURE SWITCH
TEMPERATURE SWITCH
LIMIT SWITCH
MOMENTARY PUSHBUTTON,NORMALLY OPENED
MOMENTARY PUSHBUTTON,NORMALLY CLOSED
RACEWAY TAG (SEE DESCRIPTION OFCABLE AND RACEWAY DIAGRAMS ONTHIS DRAWING.
TRANSFORMER
CIRCUIT BREAKER
AMPS
MOTOR CONTROLLERXX TYPE:
VFD VARIABLE FREQUENCY DRIVERVSS REDUCED VOLTAGE SOLID STATE
DISCONNECT
(NO)(NC)
XXn
RELAY COILXX COIL TYPE:
CR - CONTROL RELAYTR - TIMER RELAY
n UNIQUE COIL IDENTIFIER
RELAY CONTACTS (COIL DE-ENERGIZED)XXn RELATED COIL IDENTIFICATION
(NO) (NC)
MOTOR CONTACTOR COIL
PUSH-TO-TEST INDICATING LAMPX COLOR:
G GREENR REDA AMBERW WHITE
n POINT NUMBER WHEREPUSH-TO-TEST CONNECTS
FUSEn RATING
MCP
n XX
CABLE AND RACEWAY IDENTIFICATION
P101A UNIQUE CIRCUIT IDENTIFIER (CABLEAND RACEWAY), LETTER PREFIXINDICATES TYPE:
P POWER, 120V OR HIGHERC CONTROL, 120VS SIGNAL, LESS THAN 120VX SPAREH HIGH VOLTAGE, OVER 600VN AIR OR MISC
#12 SIZE OF CONDUCTOR OR GROUND IN AWGOR KCMIL
1"C SIZE OF RACEWAY IN INCHES
2x = 2 SETS
C10
1A: 1
-7#1
4,3/
4"C
S10
1A: 1
PR
#16,
3/4"
C
EXAMPLES:
A B CA. SINGLE
CONDUCTOR
B. MULTI-CONDUCTOR
C. PAIRS (OR TR FORTRIADS) TWISTEDSHIELDED
P101A
CV151
CV CONTROL VALVE
J
M
SV SOLENOID VALVE
COMBINATION MOTOR STARTER. NOTLOCATED IN AN MCC
HOME RUN: DESIGNATIONS INDICATE AONE-LINE DIAGRAM OR PANELBOARDREFERENCE
EXAMPLE: HOME TO PANELBOARDPBD-094, CIRCUIT 20
PBD-094: 20
INSTRUMENT OR DEVICE
SPD SURGE PROTECTIVE DEVICEM
xoo
oox
MANUAL: SELECTOR SWITCH3 POSITION SWITCHPOSITIONX = CLOSED CONTACT0 = OPEN CONTACTHOA = HAND - OFF - AUTO
12
3
AT PNLxxx
480V
120V
15VA
FIELD TERMINAL
T THERMOSTAT
GENERAL ELECTRICAL CONSTRUCTION SPECIFICATIONS:
THE FOLLOWING SPECIFICATIONS DEFINE THE BASIC REQUIREMENTS FOR ALL ELECTRICAL WORK PROVIDEDUNDER THIS CONTRACT. WHERE CODES OR STANDARDS ARE REFERENCED, THE REFERENCE IS TO THE MOSTRECENT ISSUE AT BID CLOSE.
1. PROVIDE ALL EQUIPMENT, DEVICES, MATERIAL AND WORK PER THE NATIONAL ELECTRICAL CODE ANDAPPLICABLE STATE AND LOCAL CODES.
2. VISIT THE JOB SITE PRIOR TO SUBMITTING A BID TO VERIFY EXISTING CONDITIONS AS SHOWN RELATED TOTHIS CONTRACT INCLUDING: LOCATIONS, DIMENSIONS AND QUANTITIES.
3. ALL EQUIPMENT, DEVICES, AND MATERIAL SHALL BE NEW, FREE FROM DEFECTS, AND UL LISTED FOR THEINTENDED USE. EACH ITEM SHALL BE PROVIDED PER THE UL LISTING AND THE MANUFACTURER'SINSTRUCTIONS.
4. PERFORM WORK IN A NEAT AND WORKMANLIKE MANNER. PROVIDE A SAFE WORK AREA, AND ACCESS TO IT,WHERE INSPECTIONS OR OTHER SITE VISITS ARE REQUIRED BY THE OWNER OR OWNER'S REPRESENTATIVES.KEEP THE WORK AREA FREE FROM DEBRIS AND BROOM CLEAN AT THE END OF EACH WORK DAY.
5. PROVIDE COORDINATION AMONG THE TRADES TO AVOID CONFLICTS WITH EQUIPMENT AND CONDUITLOCATIONS.
6. PROVIDE COORDINATION AMONG ALL EQUIPMENT OR DEVICE MANUFACTURERS TO VERIFY THAT THEEQUIPMENT WILL SAFELY OPERATE AS INTENDED AS PROVIDED.
7. PROVIDE COORDINATION WITH THE LOCAL ELECTRIC AND TELEPHONE UTILITY COMPANIES TO DETERMINETHE DETAILS AND REQUIREMENTS OF THEIR SERVICE CONNECTIONS. PROVIDE SERVICE CONNECTIONS INACCORDANCE WITH THE UTILITY COMPANIES' DETAILS AND REQUIREMENTS.
8. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY DETAIL THAT MAY BE NEEDED TO PROVIDE THEEQUIPMENT, DEVICES, OR MATERIAL FOR A COMPLETE AND OPERABLE SYSTEM. WHERE SUCH DETAILS ARENOT SHOWN, PROVIDE THE EQUIPMENT, DEVICES, OR MATERIAL PER MANUFACTURER'S RECOMMENDATIONS.
9. PROVIDE TESTING OF ALL SYSTEMS IN THE PRESENCE OF THE OWNER OR AN OWNER'S REPRESENTATIVE TOVERIFY THAT THE SYSTEM IS COMPLETE AND OPERABLE. PROVIDE DEMONSTRATIONS FOR ALL SYSTEMS INTHE PRESENCE OF THE OWNER OR AN OWNER'S REPRESENTATIVE TO DEMONSTRATE PROPER SYSTEMOPERATION.
10. PROVIDE COPPER CONDUCTORS WITH THWN INSULATION FOR ALL POWER AND CONTROL CABLES. PROVIDECOPPER #16 AWG TWISTED, SHIELDED PAIRS OR TRIADS, WITH CHLORINATED POLYETHYLENE JACKETED,BELDEN #9316-R, OR EQUAL. THE ABOVE CABLE REQUIREMENTS APPLY FOR ALL CABLE.
11. PROVIDE MINIMUM 3/4" THREADED, GALVANIZED RIGID STEEL FOR ALL EXPOSED CONDUIT. PAINT THETHREADS WITH A ZINC RICH PAINT PRIOR TO ASSEMBLY. PROVIDE MINIMUM 3/4", SCHEDULE 40, PVC CONDUITFOR UNDERGROUND CONDUIT WITH SOLVENT WELDED FITTINGS. EACH CONDUIT SHALL CONTAIN A GROUNDCONDUCTOR, SIZED PER THE 2011 NATIONAL ELECTRICAL CODE TABLE 250.122. THE MINIMUM BURIAL DEPTHOF CONDUIT IS 24". PROVIDE BRASS CONDUIT TAGS AT EACH END WITH STAINLESS STEEL WIRE.
12. PROVIDE BOXES AND CONDUIT BODIES SIZED PER THE NATIONAL ELECTRICAL CODE. NOT ALL PULL BOXESTHAT ARE REQUIRED ARE SHOWN ON THE DRAWINGS. PROVIDE ADDITIONAL PULL BOXES AND CONDUITBODIES AS REQUIRED TO LIMIT THE LENGTH OF A CONDUIT RUN BETWEEN PULL BOXES TO 200 FEET, AND TOLIMIT THE CUMULATIVE ANGLE OF BENDS TO 270 DEGREES. EXCEPT FOR LIGHTING CIRCUITS, SPLICES INPULL BOXES ARE NOT ACCEPTABLE.
13. PROVIDE PHENOLIC BLACK NAMEPLATES WITH WHITE UNDERLAY, MACHINE ENGRAVED, WITH 1/4" LETTERING,AND SELF TAPPING STAINLESS STEEL SCREWS FOR ALL EQUIPMENT AND DEVICES. WHERE A DEVICE WILLNOT ACCOMMODATE A PHENOLIC NAMEPLATE, PROVIDE A 1 HOLE, 1" BRASS DISK, STAMPED WITH 1/4"LETTERING SHOWING ONLY THE DEVICE DESIGNATION, SECURED WITH STAINLESS STEEL WIRE AT THEDEVICE.
14. GROUNDING SHALL COMPLY WITH NEC ART. 250. THE GROUND ELECTRODE SYSTEM SHALL CONSIST OFDRIVEN GROUND RODS, 3/4"Ø x 10' COPPER CLAD STEEL. RODS SHALL BE INTERCONNECTED WITH #2 BARECOPPER GROUND WIRE BURIED A MINIMUM OF 18" BELOW GRADE. USE #2 COPPER STRANDED WIRE WITHGREEN COLOR INSULATION FOR ABOVE GRADE GROUNDING. PROVIDE UFER, CONCRETE ENCASEDELECTRODES PER NEC 250.52(3), BY EMBEDDING BARE CONDUCTORS IN CONCRETE NEAR BOTTOM OFFOOTING. MAKE CONNECTIONS TO EQUIPMENT AND GROUND RODS BY BOLTED CLAMPS, COMPRESSIONCONNECTORS, OR EXOTHERMIC WELD CONNECTIONS.
15. SUBMERSIBLE LEVEL TRANSMITTER SHALL BE AMETEK MODEL 575 OR EQUAL. PROVIDE WITH A MIN OF 200'CABLE AND CABLE SUSPENSION HARDWARE. INSTALL IN ACCORDANCE WITH MANUFACTURER'SINSTRUCTIONS. CONTRACTOR TO CALIBRATE INSTRUMENT.
16. FLOW INDICATION MAGMETER TRANSMITTER SHALL BE ENDRESS + HAUSER PROMAG 50W OR EQUAL.PROVIDE WITH LCD DISPLAY, 2000 PSI STATIC PRESSURE RATING AND WITH 4-20mA OUTPUT. INSTALL INACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO VERIFY SIZE AND TYPE OF PIPECONNECTION. CONTRACTOR TO CALIBRATE INSTRUMENT.
17. PRESSURE GAUGE SHALL BE ASHCROFT FIGURE 1279 OR EQUAL. PRESSURE GAUGE SHALL BE 4-1/2"GLYCERIN-FILLED, SOLID FRONT UNITS WITH PHENOLIC TURRET CASES, BOURDON TUBE ELEMENTS, 270°MILLED STAINLESS STEEL MOVEMENTS AND SHATTERPROOF GLASS WINDOWS. INSTALL IN ACCORDANCEWITH MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO CALIBRATE INSTRUMENT.
18. REDUCED VOLTAGE SOFT STARTER (RVSS) SHALL BE ALLEN-BRADLEY SMC FLEX STARTER. RVSS SHALL BEHEAVY DUTY INDUSTRIAL TYPE WITH INTEGRATED BYPASS AND FULL METERING AND DIAGNOSTICS.ENCLOSURE SHALL BE RATED FOR INSTALLATION INSIDE A NEMA 3R PANEL. PROVIDE COOLING FOR STARTERPER MANUFACTURERS RECOMMENDATIONS.
A
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DESCRIPTION
BC PROJECT NUMBER
FILENAME
SHEET NUMBER
DRAWING NUMBER
AT FULL SIZE
CHECKED:
APPROVED:
DRAWN:
CLIENT PROJECT NUMBER
DESIGNED:
REV
CHECKED:
2 3 4 5 6
C
B
1 2 3 4 5 6OF
D
C
B
A
Pat
h: \\
BC
SA
C01
\PR
OJE
CTS
\470
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4755
9 - E
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A
No. AG000474Exp. 09-30-16
ROBB JA SON McCOMB
Exp. 6-30-16No. E17775
REG I
STER
ED PROFESS IONAL ENGINEER
STAT E OF CA L I FORN I A
SACRAMENTO
COUNTY
WASTE
MANAGEMENT AND
RECYCLING
EXTRACTION WELL15
10540 White Rock Road, Suite 180Rancho Cordova, California 95670
4290
147559
147559-SF-E-001.DWG
169
E-01
LEGEND ANDSPECIFICATIONS
ELECTRICAL
PANEL NOTES:
1.0 GENERAL REQUIREMENTS:
PUMP CONTROL PANEL SHALL BE AN INTEGRATED SYSTEM CONSISTING OF THE MAIN BREAKER,CIRCUIT BREAKERS, RVSS COMBINATION MOTOR STARTER WITH CONTROLS, CONTROLTRANSFORMER, PLC PUMP CONTROLLER, POWER SUPPLIES, RELAYS, LIGHTS, PUSHBUTTONS ANDOTHER AUTOMATIC CONTROLS AND DEVICES. THE PLC-PUMP CONTROLLER AND INSTRUMENTATIONSHALL BE FURNISHED AS AN INTEGRAL PART OF THE CONTROL PANEL BY THE CONTROL PANELMANUFACTURE/INTEGRATOR. THERE SHALL BE A DOCUMENTED FACTORY TEST AT THEMANUFACTURE/INTEGRATOR FACILITY PRIOR TO SHIPMENT. NEW PUMP CONTROL PANEL SHALL BESIMILAR TO EXISTING PUMP CONTROL PANELS WITH MODERN EQUIPMENT AND UP-TO-DATEEQUIPMENT. NEW PLCS AND APPURTENANCES SHALL BE INSTALLED AND PROGRAMMED.
1.1 ENCLOSURE:
FURNISH AND INSTALL ALL EQUIPMENT AS SHOWN ON DRAWINGS IN A LOW PROFILE WEATHERPROOFNEMA TYPE 3R PUMP CONTROL PANEL, WITH DEAD FRONT INTERIOR AND HINGED GASKETEDEXTERIOR DOORS. OUTER ENCLOSURE SHALL BE CONSTRUCTED OF 12 GAUGE PRE-GALVANIZEDSTEEL. DOORS SHALL BE EQUIPPED WITH 3-POINT LATCHING MECHANISM, ROLLER BEARINGLATCHES AND HASPS FOR OWNER PADLOCKS. DOORS SHALL BE HINGED ON THE SAME SIDE ANDSHALL OPEN TO GREATER THAN 90 DEGREES. ALL DEAD FRONT LATCHES ARE 1/4 TURN ADJUSTABLE.CONCRETE BASE WITH ANCHOR BOLTS TO MEET APPLICABLE SEISMIC REQUIREMENTS SHALL BEPROVIDED. ENCLOSURE SHALL HAVE A U.L. LISTING AS APPLICABLE. INTERIOR DOORS SHALL BEWHITE IN COLOR WITH ANSI GRAY EXTERIOR COLOR.THE ENCLOSURE SHALL BE COMPARTMENTALIZED SUCH THAT THE CONTROLS AND POWERSECTIONS ARE ISOLATED FROM EACH OTHER. THE COMPARTMENTS CONTAINING THE PLC ANDPOWER SECTIONS SHALL BE SEPARATED BY BARRIERS BEHIND THE INNER DEAD FRONT DOOR.ALL BUSSING AND WIRE SHALL BE COPPER. ALL WIRE SHALL BE LABELED WITH HEAT SHRINK PLASTICWIRE MARKERS. ALL CIRCUIT BREAKERS AND DEAD FRONT MOUNTED DEVICES (LIGHTS ANDSWITCHES) SHALL BE EQUIPPED WITH ENGRAVED NAMEPLATES. PROVIDE LED PANEL LIGHT, DOORSWITCH, GFCI RECEPTACLE, PFR POWER FAIL RELAY, ENCLOSURE STRIP HEATER WITH HEAT SHIELDAND THERMOSTAT. THERMOSTATICALLY CONTROLLED HEATING AND COOLING SYSTEMS SHALL BEPROVIDED TO MAINTAIN SUITABLE CLIMATE CONDITIONS WITHIN THE CONTROL PANEL.PROVIDE DETAILED ARC FLASH LABELS FOR THE PANEL. THE LABELS SHALL INCLUDE AT A MINIMUMTHE INCIDENT ENERGY LEVEL, PPE REQUIREMENTS AND VOLTAGE.
1.2 CIRCUIT BREAKERS:
ALL 480V CIRCUIT BREAKERS SHALL HAVE INTERRUPTING CAPACITIES AT MINIMUM 14,000 AMPERES.ALL 120V BREAKERS SHALL BE RATED 10,000 AMPERES INTERRUPTING CAPACITY.CIRCUIT BREAKERS SHALL BE OF THE INDICATING TYPE, PROVIDING OPERATING HANDLE ON, OFFAND TRIPPED POSITIONS. CIRCUIT BREAKERS SHALL BE QUICK-MAKE, QUICK-BREAK, WITH ATHERMAL-MAGNETIC ACTION, EXCEPT WHEN PROTECTING MOTOR FEEDERS WHERE MOTOR CIRCUITPROTECTOR (MCP) BREAKERS COULD BE UTILIZED. ALL MULTIPLE-POLE CIRCUIT BREAKERS SHALLBE DESIGNED SO THAT AN OVERLOAD ON ONE POLE AUTOMATICALLY CAUSES ALL POLES TO OPEN.CIRCUIT BREAKERS SHALL MEET THE REQUIREMENTS OF UL AND NEMA STANDARDS. BREAKERSSHALL BE EATON, OR EQUAL.
1.3 SUBMERSIBLE PUMP CONTROLS:
PROVIDE A SUBMERSIBLE PUMP WITH SUITABLE MOTOR CONTROLS AND DEVICES THAT WILLPERFORM THE FUNCTIONS AS SPECIFIED FOR THE RESPECTIVE PUMP. MOTOR CONTROLS SHALLCONFORM TO THE APPLICABLE REQUIREMENTS OF NEMA ICS, ANSI C19.1, IEEE, NEC, AND UL.HORSEPOWER RATING IS AS SHOWN ON THE PLANS. THIS INFORMATION IS FOR GUIDANCE ONLY ANDDOES NOT LIMIT THE EQUIPMENT SIZE. WHEN MOTORS FURNISHED DIFFER FROM THE EXPECTEDRATINGS INDICATED, MAKE THE NECESSARY ADJUSTMENTS TO WIRING, CONDUIT, DISCONNECTDEVICES, MOTOR STARTERS, BRANCH CIRCUIT PROTECTION, AND OTHER AFFECTED MATERIAL OREQUIPMENT TO ACCOMMODATE THE MOTORS ACTUALLY INSTALLED, AT NO ADDITIONAL COST TO THEOWNER.EACH MOTOR CONTROL SYSTEM SHALL BE EQUIPPED WITH A HAND- OFF-AUTO CONTROL SWITCH,INDICATING LIGHTS, ELAPSED TIME METER, MOTOR STARTER, CONTROL TRANSFORMER WITHPRIMARY FUSES AND SECONDARY CONTROL POWER FUSE.
A. CONTROL SWITCHES AND INDICATING LIGHTS SHALL BE U.L. LISTED, 30.5mm, OIL-TIGHT DEVICESRATED HEAVY DUTY. PROVIDE ALLEN BRADLEY, EATON OR EQUAL.
B. ELAPSED TIME METERS SHALL BE NON-RESETTABLE WITH 0.0 TO 99,999.9 READOUT. PROVIDEREMINGTON, YOKOGAWA, OR EQUAL.
C. EACH MOTOR STARTER SHALL BE A NEMA RATED REDUCED VOLTAGE SOFT START WITH BYPASSFULL SPEED CONTACTOR AND A SINGLE RESET, 3 PHASE, OVERLOAD RELAY WITH A NORMALLYCLOSED HOLDING CONTACT AND A NORMALLY OPEN ISOLATED CONTACT FOR OVERLOAD ALARM.EACH OVERLOAD SHALL BE AMBIENT COMPENSATED AND SHALL TRIP ON 600% OF FULL LOADCURRENT IN LESS THAN 6 SECONDS.
D. CONTROL POWER TRANSFORMERS SHALL BE SIZED AS SHOWN ON THE PLANS, MINIMUM SIZESHALL BE 100VA WHERE NOT DESIGNATED. PROVIDE MICRON, G.E., HEVI-DUTY, OR EQUAL.
E. WELL PUMP SHALL BE GRUNDFOS.
1.4 PLC AND HMI:
1. PROVIDE LATEST TESCO CONTROLS PROGRAMMABLE LOGIC CONTROLLER (PLC) AND ALLAPPURTENANCES TO PROVIDE A FULLY FUNCTIONAL PLC SYSTEM.
2. PROVIDE TESCO CONTROLS HUMAN MACHINE INTERFACE (HMI), LATEST MODEL, SIMILAR TOEXISTING CONTROL PUMPS AT THE SITE. PROVIDE ALL CABLES TO CONNECT TO NEW PLC.
1.5 NAMEPLATES:
NAMEPLATES SHALL BE BLACK PHENOLIC WITH WHITE LETTERING. NAMEPLATES SHALL BE MOUNTEDWITH STAINLESS STEEL SCREWS. ADHESIVE TYPE WILL NOT BE ACCEPTABLE. SEAL AROUNDSCREWS WITH SILICONE.
1.6 INDICATING LIGHTS:
FURNISH AND INSTALL 30.5mm LED PUSH-TO-TEST LIGHTS TO INDICATE STATUS AND ALARMCONDITIONS LOCALLY AS SHOWN ON THE PLANS.INDICATING LIGHTS SHALL BE U.L. LISTED, OIL-TIGHT DEVICES RATED HEAVY DUTY. PROVIDE ALLENBRADLEY, EATON/CUTLER HAMMER OR EQUAL. ENGRAVED ROUNDEL PHENOLIC NAMEPLATES SHALLINDICATE SPECIFIC FUNCTION.
1.7 PUSH-BUTTONS AND SELECTOR SWITCHES:
PUSH-BUTTONS, AND SELECTOR SWITCHES, SHALL BE U.L. LISTED, OIL-TIGHT 30.5mm DEVICES RATEDHEAVY DUTY. PROVIDE ALLEN BRADLEY, EATON/CUTLER HAMMER OR EQUAL. ENGRAVED ROUNDELPHENOLIC NAMEPLATES SHALL INDICATE SPECIFIC FUNCTION.
1.8 RECEPTACLE, DUPLEX ; LIGHT SWITCH:
RECEPTACLE SHALL BE OF SPECIFICATION GRADE AND OF NEMA CONFIGURATION AND RATED 2POLE, 3 WIRE GROUNDING, 20 AMPERES, 125 VOLTS. BASES SHALL BE OF IVORY PHENOLICCOMPOSITION. WIRE TERMINALS SHALL BE SUITABLE FOR 10 AWG WIRE AND SHALL BE SCREW TYPE.RECEPTACLES SHALL BE UL LISTED. THE RECEPTACLES SHALL HAVE CORROSION RESISTANTCONDUCTING PARTS OF NICKEL-PLATED BRASS AND OTHER METAL PARTS OF STAINLESS STEEL. ALLEXTERNAL AND DEAD FRONT RECEPTACLES SHALL BE INSTALLED ON GROUND FAULT INTERRUPTERCIRCUITS "GFCI".LIGHT SWITCH SHALL BE OF SPECIFICATION GRADE AND RATED FOR 15A, 120V.
1.9 RELAYS, CONTROL :
CONTROL RELAYS SHALL BE POTTER AND BRUMFIELD, IDEC OR EQUAL. TWO FORM-C CONTACTSRATED AT 10AMP MINIMUM SHALL BE PROVIDED ON EACH RELAY. PROVIDE RELAY WITH ENERGIZEDNEON LAMP INSIDE RELAY CASE.
1.10 RELAYS, POWER FAIL:
THE POWER FAIL RELAY SHALL CONTINUOUSLY MONITOR THE THREE PHASES FOR POWER LOSS,LOW VOLTAGE, PHASE LOSS, PHASE REVERSAL AND HAVE AUTOMATIC RESET. THE POWER FAILMONITOR SHALL HAVE A DROP-OUT VOLTAGE ADJUSTMENT AND A CONTROL AND AUTOMATICCONTACTS FAILURE INDICATING LED. POWER FAIL RELAY SHALL INCLUDE AUXILIARY RELAYCONTACTS FOR CONTROL AND ALARMING. PROVIDE DIVERSIFIED, OR EQUAL.
1.11 TERMINAL AND DISTRIBUTION BLOCKS :
TERMINAL BLOCKS SHALL BE FURNISHED AND INSTALLED IN THE CONTROL PANEL. TERMINAL BLOCKSSHALL BE RATED AT 600V MINIMUM, DIN RAIL MOUNTED, NICKEL PLATED CORROSION RESISTANT. ALLWIRES MUST BE TERMINATED ON A TERMINAL BLOCK WITH NO MORE THAN TWO CONDUCTORS PERTERMINAL. NO BUTT SPLICES OR WIRE NUTS ALLOWED WITHIN THE CONTROL PANEL. TERMINALBLOCKS SHALL BE ALLEN BRADLEY, CONNECTRON OR EQUAL.POWER DISTRIBUTION BLOCKS SHALL BE FURNISHED AND INSTALLED IN THE CONTROL PANEL ASREQUIRED FOR DISTRIBUTION OF THE THREE-PHASE POWER. DISTRIBUTION BLOCKS SHALL BEMARATHON, ILSCO OR EQUAL.
1.12 VENTILATION:
CABINET VENTILATION SHALL BE ACCOMPLISHED WITH COOLING FANS AND LOUVERS TOP ANDBOTTOM, EQUIPPED WITH ENCAPSULATED BUG SCREENS AND CLEANABLE FILTERS. COOLING FANSSHALL BE ENCAPSULATED WITH RAIN CAP AT TOP OF CABINET FOR HEAT DISSIPATION AS SHOWN ONPLANS.
1.13 TESTING:
1. THE FULLY CONFIGURED SYSTEM AS A WHOLE SHALL BE SUCCESSFULLY SUBMITTED TO AFACTORY ACCEPTANCE TEST BEFORE SHIPMENT TO THE JOBSITE. THE OWNER AND ENGINEERSHALL, AT THEIR DISCRETION, ATTEND AND WITNESS THE FACTORY ACCEPTANCE TEST TOENSURE QUALITY AND PROPER FUNCTIONALITY BEFORE SHIPPING TO THE JOBSITE AND BILLINGFOR PROGRESS PAYMENT. SYSTEM SHALL INCLUDE CONTROL PANELS, PLC / RTU SYSTEMS, ANDCOMMUNICATIONS. THE SYSTEM SHALL BE FULLY ASSEMBLED AS ONE ASSEMBLY, AND WIRED,AND TESTED TO SIMULATE AS-INSTALLED CONDITION.
2. FACTORY TESTING SHALL BE CONDUCTED IN FACTORY SETTING AND TAKE PLACE ATINTEGRATOR'S FACILITY.
3. PRIOR TO FACTORY SYSTEM TESTING, SUBMIT A WRITTEN DETAILED TEST PROCEDURE FORREVIEW BY THE OWNER. NOTIFY THE OWNER IN WRITING FOUR WEEKS IN ADVANCE OF THESCHEDULED TESTING.
4. FACTORY WITNESS TESTS SHALL DEMONSTRATE THAT THE SYSTEM WILL PERFORM EACHOPERATION REQUIRED FOR ALL SPECIFIED CONDITIONS, INCLUDING BOTH NORMAL ANDEMERGENCY OPERATIONS AND CONDITIONS. PROVIDE A CERTIFICATION AND LOG OF ALL TESTSTO THE OWNER FOR REVIEW AND COMMENT.
5. CHECK PANEL WIRING AGAINST APPROVED SUBMITTAL DRAWINGS. RECORD ANY CHANGES MADEDURING TESTING OF THE EQUIPMENT ON THE RECORD DRAWINGS.
6. THE SYSTEM SHALL BE EXERCISED THROUGH OPERATIONAL TESTS, UNDERFACTORY-SIMULATED CONDITIONS TO DEMONSTRATE THAT THE SYSTEM IS FULLY CONFIGUREDTO PERFORM ALL CONTROL, LOGIC, AND MONITORING FUNCTIONS AS SPECIFIED AND THAT THESYSTEM IS READY FOR FIELD INSTALLATION. ALL TEST EQUIPMENT REQUIRED TO SIMULATEACTUAL FIELD CONDITIONS SHALL BE PROVIDED BY THE CONTROL SYSTEM INTEGRATOR.
7. THE FACTORY WITNESS TEST SHALL TAKE AS LONG AS NECESSARY TO DEMONSTRATE TO THEOWNER AND THE OWNER'S REPRESENTATIVE THAT THE SYSTEM PERFORMS EACH OPERATION.
8. A RETURN VISIT TO THE INTEGRATOR'S FACILITY FOR RE-TESTING WILL BE AT THE TOTALEXPENSE OF THE INTEGRATOR/CONTRACTOR.
9. PROVIDE INSULATION RESISTANCE MEASUREMENTS ON ALL CONDUCTORS. TESTS SHALL BEMADE ON CONDUCTORS AND ELECTRICAL EQUIPMENT THAT WILL CARRY CURRENT. THEMINIMUM ACCEPTABLE VALUES OF INSULATION RESISTANCE SHALL BE IN ACCORDANCE WITHTHE APPLICABLE NETA-ATS, ICEA, NEMA OR ANSI STANDARDS FOR THE EQUIPMENT OR MATERIALBEING TESTED. A MEGOHMMETER SHALL BE USED FOR TESTS. INSULATION WITH RESISTANCEOF LESS THAN 100 MEGOHMS IS NOT ACCEPTABLE.
10. TEST THE WELL PUMP FOR PROPER CONNECTION AND FULL LOAD AMPS RUNNING.
11. PROVIDE ARC FLASH LABELS FOR ALL NEW EQUIPMENT AND INSTALL LABELS ON THEEQUIPMENT.
CONTROL SYSTEMS:
1. MANUFACTURING AND INTEGRATION OF CONTROL SYSTEMS MUST BE PERFORMED BY AQUALIFIED SYSTEM INTEGRATOR. SYSTEM INTEGRATOR SHALL BE RESPONSIBLE FOR PUMPCONTROL PANEL MANUFACTURING, INTEGRATION OF INSTRUMENTATION SYSTEMS AND ALLRELATED PLC PROGRAMMING AND SCADA PROGRAMMING FOR THIS PROJECT. NEW SCADASCREENS SHALL BE PROGRAMMED FOR MAIN CONTROL SYSTEM FOR THE PLANT AND FOR LOCALSCREENS AT THE LOCAL ELECTRICAL ROOM. PANELS SHALL BE RATED UL508A FROM THE SHOP.
2. SYSTEM INTEGRATOR SHALL PERFORM ALL FACTORY ACCEPTANCE TESTING (TO BE WITNESSEDBY THE OWNER, AT THEIR OPTION) AT SYSTEM INTEGRATOR'S FACILITY AS A COMPLETELYINTEGRATED, WHOLE SYSTEM TO THE SATISFACTION OF THE OWNER PRIOR TO DELIVERY OFEQUIPMENT TO THE JOBSITE (OR RELATED PROGRESS PAYMENTS).
3. SYSTEM INTEGRATOR SHALL PERFORM ALL TECHNICAL FIELD SERVICES, INCLUDINGCALIBRATIONS, SYSTEM VERIFICATIONS, INTEGRATION INTO EXISTING SYSTEMS (TO MATCHOWNER STANDARDS), FIELD ACCEPTANCE TESTING, AND STARTUP FOR COMPLETE TURN-KEYSERVICES.
4. ALL EQUIPMENT, MANUFACTURING, INTEGRATION, PLC PROGRAMMING, SCADA PROGRAMMING,AND FIELD SERVICES SHALL BE IN ACCORDANCE WITH EXISTING ESTABLISHED STANDARDS ANDMETHODOLOGIES; INCLUDING EQUIPMENT SUPPLY, MANUFACTURING PRACTICES, CONTROLSTRATEGIES AND PROGRAMMING METHODOLOGIES, TESTING PROCEDURES, ANDCOMPREHENSIVE DOCUMENTATION.
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No. AG000474Exp. 09-30-16
ROBB JA SON McCOMB
Exp. 6-30-16No. E17775
REG I
STER
ED PROFESS IONAL ENGINEER
STAT E OF CA L I FORN I A
SACRAMENTO
COUNTY
WASTE
MANAGEMENT AND
RECYCLING
EXTRACTION WELL15
10540 White Rock Road, Suite 180Rancho Cordova, California 95670
4290
147559
147559-SF-E-002.DWG
1610
E-02
SPECIFICATIONS
ELECTRICAL
TRAFFIC BOX BROOKS3-RT SERIES, CHRISTY G5OR EQUAL
TRAFFIC COVER WITH'GROUND' LEGENDCAST ON COVER
GROUND CLAMP,BURNDY TYPE GAROR O-Z GEDNEY TYPEABG OR EQUAL
BARE COPPER WIRETO GROUND SYSTEM
DETAIL
TYPICAL GROUND ROD AND WELL
CVAR
SCALE: NONE
COOPERCLAD GROUNDROD 3/4Ø x 10'
3/4" DRAIN ROCK
6"
12"
1"
INSTALL 1" ABOVEFINISHED GRADE INUNFINISHED AREAS
INSTALL FLUSH WITHFINISHED PAVED ORCONCRETE SURFACES
DETAIL
DIRECT BURIED DUCT BANK
AVAR
SCALE: NONE
NOTE 3
EXCAVATED SITE FILL FREEOF PEAT, WOOD, ROOTS,BARK, GARBAGE AND DEBRIS.STONES NOT TO EXCEED 4"
SCHEDULE 40 PVCELECTRICAL DUCTS
GRADE
12"
12"
*
*
NOTES:1. REFER TO DWGS E-01 RACEWAY CONSTRUCTION REQUIREMENTS.
2. NUMBER AND SIZE OF ELECTRICAL DIRECT BURIED RACEWAYS AS INDICATED ONONE LINE DIAGRAM.
3. OSHA APPROVED 2" WIDE RED WARNING TAPE (BRADY IDENTOLINE OR EQUAL).
4. DIMENSIONS ARE MINIMUM.
5. BOND GROUNDING CONDUCTOR TO BUILDING GROUNDING ELECTRODES, POWERSOURCE AND LOAD ENCLOSURES.
6. SADDLE-TYPE CONDUIT SPACERS REQUIRED EVERY 8' (CARLON SNAP-LOC,SNAP-N-STAC, OR EQUAL).*PROVIDE 2" SEPARATION FOR CONDUITS LESS THAN 4".
5"
CONTINUOUS BARE COPPER#2 GROUNDING CONDUCTOR
TAMPED SAND MINIMUM6" ABOVE CONDUIT
NOTE 1
1. PROVIDE PAD DIMENSION PER ACCEPTED EQUIPMENT SUBMITTALNOTES:
CHAMFER CORNERS
6"
1'-6"
8"
12"
12"
8"1
1
2 #512"
8"#4
CLASS A1 FILL
#5 @ 12"EW, T&B
FINISH GRADE
DETAIL
ELECTRICAL EQUIPMENT PAD
BVAR
SCALE: NONE
3/4" RIGID CONDUIT
GROUNDINGBUSHING AT BOTHENDS OF CONDUIT
#8 AWG TOGROUND SYSTEM
GROUNDING RING PROVIDEDWITH FLOWMETER
METER FLANGESPRE-DRILLED
BRAIDED GROUND STRAP PROVIDEDWITH FLOWMETER. SECURE AT FLANGESWITH INTERNAL TOOTH LOCK WASHERS,AND 1/4" x 1/2" BOLTS
FLOW
INTERNAL TOOTHLOCK WASHER
BOLT THRU TAB
GROUNDINGRING
GROUNDING STRAPTO METER FLANGE
NUT
TO GROUNDSYSTEM
GROUND RING CONNECTION DETAIL (TYPICAL)
DETAIL
MAG METER INSTALLATION
DVAR
SCALE: NONE
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FILENAME
SHEET NUMBER
DRAWING NUMBER
AT FULL SIZE
CHECKED:
APPROVED:
DRAWN:
CLIENT PROJECT NUMBER
DESIGNED:
REV
CHECKED:
2 3 4 5 6
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No. AG000474Exp. 09-30-16
ROBB JA SON McCOMB
Exp. 6-30-16No. E17775
REG I
STER
ED PROFESS IONAL ENGINEER
STAT E OF CA L I FORN I A
SACRAMENTO
COUNTY
WASTE
MANAGEMENT AND
RECYCLING
EXTRACTION WELL15
10540 White Rock Road, Suite 180Rancho Cordova, California 95670
4290
147559
147559-SF-E-003.DWG
1611
E-03
DETAILS
ELECTRICAL
600A, 480/277V, 3Ø, 4W, 65KAIC, NEMA 1
ONE LINE DIAGRAM
50A/2PKWH
13JN
240/120VAC, 1Ø, 3W, 100A, 10KAIC
(E) UTILITY FEED
(EXISTING)PAD MOUNTEDTRANSFORMER
G
SWBD
480V, 1Ø 25KVA
240/120V, 1Ø
XFMR
PANEL L
SCADAPLC
600A/3P
TESCOFLEXSWITCHBOARD
200A3P
(E) "
SP
" STR
IPP
ER
PA
NE
LM
CC
-50
125A3P
(E) W
ELL
PU
MP
SE
W-8
EW
-11
100A3P
(E) W
ELL
PU
MP
SE
W-1
2E
W-1
3
100A3P
(E) W
ELL
PU
MP
SE
W-5
EW
-6E
W-7
125A3P
(E) W
ELL
PU
MP
SE
W-1
EW
-2E
W-3
EW
-4
70A3P
25
RVSS
PUMPCONTROLPANEL
(N) W
ELL
PU
MP
EW
-15
PE
W15
: 3#4
, #8G
, 2"C
SE
W15
: CA
T6, 1
"C
1
LEV
EL
ELE
ME
NT
SLT
EW
15:
1PR
#16,
1"C
FLO
W M
ETE
RS
FITE
W15
: 1P
R#1
6, 1
"C
SP
AR
E: P
C, 2
"C
3
HHPEW15A
HHPEW15BHHSEW15B
HHSEW15A
25KVAXFMR
PANEL L
ATS(NOT USED)
UTILITYPULLSECTION
METER
MAIN
ATS
EW-9, EW-10,EW-14
EW-1 -EW-4
EW-8 -EW-11
EW-5 -EW-7
EW-12 -EW-13
NEW 70A CIRCUIT BREAKER
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BC PROJECT NUMBER
FILENAME
SHEET NUMBER
DRAWING NUMBER
AT FULL SIZE
CHECKED:
APPROVED:
DRAWN:
CLIENT PROJECT NUMBER
DESIGNED:
REV
CHECKED:
2 3 4 5 6
C
B
1 2 3 4 5 6OF
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No. AG000474Exp. 09-30-16
No. C65000Exp. 6-30-15
ROBB JA SON McCOMB
Exp. 6-30-16No. E17775
REG I
STER
ED PROFESS IONAL ENGINEER
STAT E OF CA L I FORN I A
SACRAMENTO
COUNTY
WASTE
MANAGEMENT AND
RECYCLING
EXTRACTION WELL15
10540 White Rock Road, Suite 180Rancho Cordova, California 95670
4290
147559
147559-SF-E-004.DWG
1612
E-04
ONE LINE DIAGRAMAND ELEVATION
ELECTRICAL
GENERAL NOTES
KEY NOTES1. EXISTING SWITCHBOARD IS LOCATED IN THE ELECTRICAL
BUILDING ON SITE. PROVIDE A NEW CIRCUIT BREAKER ANDINSTALL IN THE EXISTING SWITCHBOARD. PROVIDE ALLEQUIPMENT NECESSARY TO INSTALL IN THE EXISTINGSWITCHBOARD.
2. MODIFY EXISTING SWITCHBOARD COVERS FOR NEWCIRCUIT BREAKER. PROVIDE NAMEPLATE FOR NEW CIRCUITBREAKER.
3. PROVIDE SPARE CONDUIT FROM PUMP CONTROL PANEL TOINSIDE THE BUILDING. CAP CONDUIT AT BOTH ENDS ANDPROVIDE A PULL CORD. ROUTE CONDUIT THRU POWER ANDCONTROL HANDHOLE.
1. THE SWITCHBOARD AND MAIN PLC ARE EXISTING. PROVIDENEW EQUIPMENT AS SHOWN FOR NEW WELL PUMP.
2. COORDINATE WITH OWNER FOR SHUTDOWN OF MAINSWITCHBOARD TO INSTALL NEW BREAKER.
EXISTING SWITCHBOARD ELEVATION
2
LOAD SUMMARY
LOAD DESCRIPTION VOLTS PHASE HP KVA AMPS
MCC-50 STRIPPER PANEL 480 3 40 52EW-1 480 3 15 21EW-2 480 3 10 14EW-3 480 3 10 14EW-4 480 3 15 21EW-5 480 3 10 14EW-6 480 3 10 14EW-7 480 3 10 14EW-8 480 3 15 21EW-9 480 3 5 7.6EW-10 480 3 20 27EW-11 480 3 10 14EW-12 480 3 10 14EW-13 480 3 15 21EW-14 480 3 0.75 1+25% LARGEST MTR 6.75XFMR100 480 1 25 52.08
TOTAL LOAD 328.43
TOTAL CONNECTED LOAD. ACTUAL RUNNINGLOAD IS LESS DUE TO INACTIVE WELLS.
PUMP CONTROL PANEL ELEVATION
20/1
POWER DISTRIBUTION DIAGRAM
15/1
PANELBOARDDISCONNECT
DISCONNECT70/3
MAIN
SP
AR
E
RE
CE
PTA
CLE
TELE
ME
RY
321
15/1 15/1
480V : 120V2 KVA
4
15/1
RVSS
TRANSFORMERDISCONNECT
70/3DISCONNECT
15/2
25
FRONT ELEVATION RIGHT SIDE REAR ELEVATION
BASE PLAN
(OUTER DOOR REMOVED) (OUTER DOOR REMOVED)
2 KVAXFMR
PROCESS CONTROLLER
RTU NO
LIQUITRONIC IV
00000
WELL PUMP FAIL
NO FLOW
WELL PUMPFAIL RESET
WELL PUMPON
WELL PUMP CALL
15/1
5
SP
AR
E
46"
22.6
7"
30" 24.67"
RVSS
WELL PUMP CONTROL DIAGRAM
120VAC FROM PANEL CKT.3
PU
MP
CO
NTR
OLS
PUMP CONTROL PANEL
MAINDISCONNECT
TRANSFORMERDISCONNECT
PANELBOARDBREAKERS
480V, 3ØFROMMAIN
SWITCHBOARD
1
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DATE
REVISIONS
DESCRIPTION
BC PROJECT NUMBER
FILENAME
SHEET NUMBER
DRAWING NUMBER
AT FULL SIZE
CHECKED:
APPROVED:
DRAWN:
CLIENT PROJECT NUMBER
DESIGNED:
REV
CHECKED:
2 3 4 5 6
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B
1 2 3 4 5 6OF
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B
A
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No. AG000474Exp. 09-30-16
No. C65000Exp. 6-30-15
ROBB JA SON McCOMB
Exp. 6-30-16No. E17775
REG I
STER
ED PROFESS IONAL ENGINEER
STAT E OF CA L I FORN I A
SACRAMENTO
COUNTY
WASTE
MANAGEMENT AND
RECYCLING
EXTRACTION WELL15
10540 White Rock Road, Suite 180Rancho Cordova, California 95670
4290
147559
147559-SF-E-005.DWG
1613
E-05
PANEL LAYOUT ANDCONTROL DIAGRAM
ELECTRICAL
GENERAL NOTES
KEY NOTES1. REFER TO SPECIFICATIONS ON DWG E-02 FOR COMPONENT
SPECIFICATIONS.
2. REFER TO MANUFACTURERS WIRING DIAGRAMS FORTERMINAL CONNECTION POINTS.
1
2
MW-22AB
EW-13
SEW15INSTALL PERDETAIL A/E-03
WELL AREAPOWER PLANSEE DWG E-08
EXISTINGELECTRICALBUILDING PLANSEE DWG E-07
PEW15SPARE
HHPEW15AHHSEW15A(17" x 30" x 30"D)
HHPEW15BHHSEW15B(17" x 30" x 30"D)
1
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adem
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DATE
REVISIONS
DESCRIPTION
BC PROJECT NUMBER
FILENAME
SHEET NUMBER
DRAWING NUMBER
AT FULL SIZE
CHECKED:
APPROVED:
DRAWN:
CLIENT PROJECT NUMBER
DESIGNED:
REV
CHECKED:
2 3 4 5 6
C
B
1 2 3 4 5 6OF
D
C
B
A
Pat
h: \\
BC
SA
C01
\PR
OJE
CTS
\470
00\1
4755
9 - E
XTR
AC
TIO
N W
ELL
15
DE
SIG
N\C
AD
\2-S
HE
ETS
\E-E
LEC
TRIC
AL
F
ILE
NA
ME
: 14
7559
-SF-
E-0
06.D
WG
P
LOT
DA
TE:
4:09
PM
C
AD
US
ER
: LA
MB
ER
T, T
AIT
LINE IS 2 INCHES
A
No. AG000474Exp. 09-30-16
ROBB JA SON McCOMB
Exp. 6-30-16No. E17775
REG I
STER
ED PROFESS IONAL ENGINEER
STAT E OF CA L I FORN I A
SACRAMENTO
COUNTY
WASTE
MANAGEMENT AND
RECYCLING
EXTRACTION WELL15
10540 White Rock Road, Suite 180Rancho Cordova, California 95670
4290
147559
147559-SF-E-006.DWG
1614
E-06
OVERALL SITE PLAN
ELECTRICAL
PLANNORTH
OVERALL SITE PLAN1 SCALE: 1" = 40'
GENERAL NOTES
KEY NOTES1. PROVIDE TWO HANDHOLES SIZED AS SHOWN. PROVIDE ONE
HANDHOLE FOR POWER AND CONTROL CONDUITS AND ONEHANDHOLE FOR THE SIGNAL CONDUIT, TYP OF 4 TOTALHANDHOLES. ENGRAVE EACH COVER WITH "POWER" AND"SIGNAL".
1
1. CONTRACTOR SHALL WALK THE SITE PRIOR TO BIDDING FOREXACT LOCATIONS OF ELECTRICAL EQUIPMENT ANDLOCATION OF THE NEW WELL PUMP SITE.
EXISTING SWITCHBOARD
EXISTING PLC PANEL
2
3
CONT ONSITE PLANDWG E-06
SEW15PEW15
EXISTING ELECTRICAL BUILDING
SPARE
4
1
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Dat
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DATE
REVISIONS
DESCRIPTION
BC PROJECT NUMBER
FILENAME
SHEET NUMBER
DRAWING NUMBER
AT FULL SIZE
CHECKED:
APPROVED:
DRAWN:
CLIENT PROJECT NUMBER
DESIGNED:
REV
CHECKED:
2 3 4 5 6
C
B
1 2 3 4 5 6OF
D
C
B
A
Pat
h: \\
BC
SA
C01
\PR
OJE
CTS
\470
00\1
4755
9 - E
XTR
AC
TIO
N W
ELL
15
DE
SIG
N\C
AD
\2-S
HE
ETS
\E-E
LEC
TRIC
AL
F
ILE
NA
ME
: 14
7559
-SF-
E-0
07.D
WG
P
LOT
DA
TE:
4:09
PM
C
AD
US
ER
: LA
MB
ER
T, T
AIT
LINE IS 2 INCHES
A
No. AG000474Exp. 09-30-16
ROBB JA SON McCOMB
Exp. 6-30-16No. E17775
REG I
STER
ED PROFESS IONAL ENGINEER
STAT E OF CA L I FORN I A
SACRAMENTO
COUNTY
WASTE
MANAGEMENT AND
RECYCLING
EXTRACTION WELL15
10540 White Rock Road, Suite 180Rancho Cordova, California 95670
4290
147559
147559-SF-E-007.DWG
1615
E-07
EXISTINGELECTRICAL
BUILDING PLAN
ELECTRICAL
PLANNORTH
BUILDING PLAN1 SCALE: 3/8" = 1'-0"
GENERAL NOTES
KEY NOTES1. CORE DRILL THRU EXISTING CONCRETE WALL. GROUT
AROUND CONDUITS WITH NON-SHRINK GROUND AND REPAIRWALL TO MATCH EXISTING. ROUTE CONDUITS OUT OF THEBUILDING, DOWN THE WALL AND INTO THE GROUND. EXPOSEDCONDUIT SHALL BE GRS. STRAP OR SUPPORT ALL CONDUITSA MIN OF EVERY 10' AROUND THE BUILDING.
2. INSTALL NEW CIRCUIT BREAKER IN EXISTING SWITCHBOARD.PROVIDE ALL EQUIPMENT TO INSTALL IN EXISTING SPAREBREAKER LOCATION. NEW CONDUIT SHALL BE ROUTED OUTOF THE TOP OF THE EXISTING SWITCHGEAR.
3. EXISTING TESCO PLC PANEL WITH TESCO HMI. ROUTE NEWETHERNET CABLE, CAT6 AND CONDUIT TO EXISTING PLCPANEL.
4. CONNECT DUCTBANK GROUND TO EXISTING BUILDINGGROUND RING.
PEW15SEW15SPARE
WELL PUMP CONTROL PANEL1
PEW15SEW15
1
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Dat
e.jp
g M
cCom
b.jp
g W
adem
an.jp
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orst
er.jp
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DATE
REVISIONS
DESCRIPTION
BC PROJECT NUMBER
FILENAME
SHEET NUMBER
DRAWING NUMBER
AT FULL SIZE
CHECKED:
APPROVED:
DRAWN:
CLIENT PROJECT NUMBER
DESIGNED:
REV
CHECKED:
2 3 4 5 6
C
B
1 2 3 4 5 6OF
D
C
B
A
Pat
h: \\
BC
SA
C01
\PR
OJE
CTS
\470
00\1
4755
9 - E
XTR
AC
TIO
N W
ELL
15
DE
SIG
N\C
AD
\2-S
HE
ETS
\E-E
LEC
TRIC
AL
F
ILE
NA
ME
: 14
7559
-SF-
E-0
08.D
WG
P
LOT
DA
TE:
4:10
PM
C
AD
US
ER
: LA
MB
ER
T, T
AIT
LINE IS 2 INCHES
A
No. AG000474Exp. 09-30-16
ROBB JA SON McCOMB
Exp. 6-30-16No. E17775
REG I
STER
ED PROFESS IONAL ENGINEER
STAT E OF CA L I FORN I A
SACRAMENTO
COUNTY
WASTE
MANAGEMENT AND
RECYCLING
EXTRACTION WELL15
10540 White Rock Road, Suite 180Rancho Cordova, California 95670
4290
147559
147559-SF-E-008.DWG
1616
E-08
WELL PUMP POWERPLAN
ELECTRICAL
PLANNORTH
WELL POWER PLAN1 SCALE: 3/4" = 1'-0"
GENERAL NOTES
KEY NOTES1. PROVIDE EQUIPMENT CONCRETE PAD FOR NEW CONTROL
PANEL PER DETAIL B/ E-03. ORIENTATE FRONT DOOR SUCHTHAT THERE ARE A MIN OF 3' CLEAR SPACE IN FRONT OF THEDOOR. COORDINATE FINAL LOCATION OF PUMP CONTROLPANEL WITH OWNER.
2. PROVIDE JUNCTION BOXES AS REQUIRED FOR PUMP POWERAND CONTROL CONDUCTORS. PROVIDE ALL MATERIAL TOINSTALL BOXES OR ENCLOSURES FOR PUMPAPPURTENANCES.