app soquel creek water district by no. seascape … bid set...w west, wide, window, watt, water w/...

1

1CABRILLO HWY

CABRILLO HWY

BONITA DR

LARKIN VALLEY RD

FREEDOM BLVD

CABRILLO HWY

SEASCAPE BLVDMONTEREY BAY SAN ANDREAS RD

CLUBHOUSE DR

PINEHURST DR

RIO DE

L MAR

BLVD

MONTEREY BAY1

1

1

17

152

WATSONVILLE

SANTA CRUZ

FREEDOM BLVD

GENERAL

1 G-1 COVER SHEET, VICINITY MAP, LOCATION MAP, AND DRAWING LIST

2 G-2 LEGEND AND ABBREVIATIONS SHEET 1 OF 2

3 G-3 LEGEND AND ABBREVIATIONS SHEET 2 OF 2

4 G-4 HYDRAULIC PROFILE

CIVIL

5 C-1 GENERAL NOTES FOR CIVIL DRAWINGS AND CONTRACTOR STAGING AREA

6 C-2 SEASCAPE SITE DEMOLITION PLAN AND SECTION

7 C-3 DEMOLITION PHOTOS

8 C-4 SEASCAPE SITE PLAN

9 C-5 SECTIONS AND DETAILS

PROCESS MECHANICAL

10 M-1 SEASCAPE SITE WELL PUMP PLAN AND SECTION

11 M-2 MISCELLANEOUS DETAILS

ELECTRICAL

12 E-1 LEGEND AND ABBREVIATIONS

13 E-2 SEASCAPE SITE PLAN, DUCT BANK SECTIONS AND DETAILS

14 E-3 SEASCAPE ENLARGED POWER AND LIGHTING PLAN

15 E-4 SEASCAPE PDFD AND PP-SS ONE-LINE DIAGRAM

16 E-5 RTU AND MISCELLANEOUS ONE-LINE DIAGRAMS

17 E-6 MISCELLANEOUS DETAILS, PANELBOARD SCHEDULES AND SCHEMATICS

INSTRUMENTATION

18 I-1 P&ID - LEGEND & ABBREVIATIONS (1 OF 2)

19 I-2 P&ID - LEGEND & ABBREVIATIONS (2 OF 2)

20 I-3 P&ID - SEASCAPE WELL PUMP

21 I-4 CONTROL SYSTEM BLOCK DIAGRAM

22 I-5 INSTALLATION DETAILS

PIPELINE

23 D-1 KEY MAP & LEGEND

24 D-2 SAN ANDREAS RD

25 D-3 SEASCAPE BLVD

FD7000_PW

D7065

PROJECT NO.

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

SHEETOF

IF THIS BAR DOES NOTMEASURE 1" THEN DRAWING IS

NOT TO FULL SCALE

0 11/2

APP

NO.

CK

BY

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XREF2:

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REVISIONS AND RECORD OF ISSUE

DWG VER:

DATE

SAVED:

PLOTTED:

USER:

CWO 11-140

SOQUEL CREEK WATER DISTRICT

SEASCAPE WELL

SITE IMPROVEMENTS PROJECT

DEC 2015

ISSUED FOR BID

12/22/15

25

SOQUEL CREEK WATER DISTRICTSEASCAPE WELL

DECEMBER 2015ISSUED FOR BID

APPROVED BY: ENGINEERING MANAGER DATE

SHT NO DWG NO TITLE

DRAWING LIST


D7065

PROJECT NO.

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

SHEETOF


NOT TO FULL SCALE

0 11/2

APP

NO.

CK

BY

XREF3:

XREF2:

XREF1:

XREF4:


DWG VER:

DATE

SAVED:

PLOTTED:

USER:

CWO 11-140


SEASCAPE WELL


DEC 2015

ISSUED FOR BID

12/22/15

25

FD7000_PW

ABBREVIATIONS

NOTES:

1. REFER TO DWGS E-1, I-1, AND I-2 FORADDITIONAL LEGENDS AND ABBREVIATIONS.

AB ANCHOR BOLTAC ALTERNATING CURRENTA/C AIR CONDITIONER, (ING)ACP ASBESTOS CEMENT PIPEAD ACCESS DOOR, AREA DRAIN, AIR DAMPER, ANODEADD ADDITIONALADH ADHESIVEADJ ADJUSTABLE, ADJACENTADMIN ADMINISTRATIONAF AIR FLOWAFF ABOVE FINISH FLOORAHU AIR HANDLING UNITALT ALTERNATE, (IVE)ALUM ALUMINUMAMP AMPEREANOD ANODIZEDAP ACCESS PANELAPPROX APPROXIMATE, (LY)AR ALARM RELAYARCH ARCHITECTURALASSY ASSEMBLYAUTO AUTOMATICAUX AUXILIARY

AWG AMERICAN WIRE GAGE

B BEAMBC BEGIN CURVEBD BOARDBF BLIND FLANGE

BHP BRAKE HORSEPOWERBKR BREAKERBLDG BUILDINGBLK BLOCK

BM BENCHMARKBOF BOTTOM OF FOOTINGBOT BOTTOMBRG BEARINGBRK BRICKBTU BRITISH THERMAL UNITBTUH BRITISH THERMAL UNIT-HOURBVC BEGIN VERTICAL CURVE

C/EJ CONTRACTION/EXPANSION JOINTCFM CUBIC FEET PER MINUTEC&G CURB AND GUTTERCHKD CHECKEREDCI CAST IRONCIP CAST IRON PIPECISP CAST IRON SOIL PIPECJT CONTROL JOINTC/L CENTERLINECLG CEILINGCLR CLEAR, (ANCE)CMP CORRUGATED METAL PIPECMU CONCRETE MASONRY UNITCO CLEAN OUT, COMPANYCOL COLUMNCOMP COMPRESSORCONC CONCRETECONN CONNECTIONCONST CONSTRUCTIONCONT CONTINUOUS, CONTINUATION, CONTROLCORR CORRIDOR, CORRUGATEDCP CONTROL PANELCPLG COUPLINGCPT CONTROL POWER TRANSFORMER

CS CONTROL SWITCH, CONTROL STATION, CUP SINKCT CURRENT TRANSFORMERCTR(S) CENTER(S)CU CUBICCU YD CUBIC YARDCW COLD WATER

D DOORDBL DOUBLEDC DIRECT CURRENTDEG DEGREEDEPT DEPARTMENTDET DETAILDI DROP INLET, DUCTILE IRONDIA DIAMETERDIFF DIFFUSERDIM DIMENSIONDIP DUCTILE IRON PIPEDISCH DISCHARGEDIST DISTRIBUTIONDISTRICT SOQUEL CREEK WATER DISTRICTDIV DIVISIONDL DEAD LOADDM DAMPER MOTORDR DRAIN, DRIVEDS DOWNSPOUTDT DISTRIBUTION TRANSFORMERDWG(S) DRAWING(S)DWL(S) DOWEL(S)

E EAST, ELECTRICALEA EACHEAT ENTERING AIR TEMPERATUREEC END CURVEECC ECCENTRICECC RED ECCENTRIC REDUCEREEW EMERGENCY EYEWASHEF EACH FACEEJ EXPANSION JOINTEL ELEVATIONELB ELBOWELEC ELECTRIC, (AL)ELEV ELEVATORENCL ENCLOSURE|ENT ENTRANCEEQ EQUALEQUIP EQUIPMENTES EMERGENCY SHOWEREW EACH WAYEW EMERGENCY EYEWASHEXCH EXCHANGEREXH EXHAUSTEX/EXIST EXISTINGEXP EXPANSION, EXPOSEDEXP JT EXPANSION JOINTEXT EXTENSION, EXTERIOR, EXTERNAL

F FANFC FLEXIBLE CONNECTION, FLOW CONTROLFCA FLANGED COUPLING ADAPTERFD FLOOR DRAINFDN FOUNDATIONFDPR FIRE DAMPERFE FIRE EXTINGUISHERFE/MN IRON/MANGANESEFEC FIRE EXTINGUISHER CABINETFG FINISHED GRADEFH FLAT HEAD, FIRE HYDRANTFIG FIGUREFIN FINISHFIN GR FINISH GRADEFL FLOOR, FLOW LINEFLEX FLEXIBLEFLG FLANGE, FLASHINGFM FORCE MAINFOM FACE OF MASONRYFRP FIBERGLASS REINFORCED PLASTICFS FAR SIDE, FLOOR SLEEVE, FLOAT SWITCHFT FOOTFTG FOOTINGFURN FURNISH, FURNISHEDFWD FORWARD

G GASGA GAUGEGAL GALLONGALV GALVANIZEDGEN GENERAL, GENERATORGM GAS METERGPM GALLONS PER MINUTEGR GRADEGWB GYPSUM WALLBOARDGYP GYPSUM

H HIGH, HOUR, HYDROGENHB HOSE BIBB

HGT HEIGHTHH HANDHOLEHLS HIGH LEVEL SWITCHHMD HOLLOW METAL DOORHORIZ HORIZONTALHP HIGH POINT, HORSEPOWERHS HIGH STRENGTHHVAC HEATING,VENTILATING AND AIR CONDITIONINGHW HOT WATER

HWY HIGHWAY

I INDICATORID INSIDE DIAMETERIN INCHESINC INCORPORATEDINCL INCLUDINGINCR INCREASEINST INSTRUMENT, (ATION)INSUL INSULATE, (ED), (ING)INT INTERIOR, INTERNALINV INVERTIPS IRON PIPE SIZE

JB JUNCTION BOXJF JOINT FILLERJT JOINT

K KIPSKV KILOVOLTKVA KILOVOLT AMPEREKW KILOWATTKWH KILOWATT HOUR

L LOUVERLB(S) POUNDSLG LENGTH, LONGLIN LINEAL, LINEARLL LIVE LOADLO LOUVER OPENINGLS LEVEL SWITCH

MA MILLIAMPEREMAINT MAINTENANCEMAX MAXIMUMMCC MOTOR CONTROL CENTERMECH MECHANICALMED MEDIUMMET METALMFR(S) MANUFACTURER(S)MG MILLION GALLONSMGD MILLION GALLONS PER DAYMH MANHOLEMIN MINIMUM, MINUTEMISC MISCELLANEOUSMJ MECHANICAL JOINTMO MASONRY OPENING, MOTOR OPERATEDMP METERING PUMPMRD METAL ROOF DECKMSL MEAN SEA LEVELMTL MATERIALMTR MOTOR

N NORTHN/A NOT APPLICABLENEUT NEUTRAL

NOM NOMINALNORM NORMALNPT NATIONAL PIPE THREADNPW NONPOTABLE WATERNOCL SODIUM HYPOCHLORITENTS NOT TO SCALE

OC ON CENTEROD OUTSIDE DIAMETEROF OUTSIDE FACE, OVERFLOWOL OVERLOADOPER OPERATINGOPNG OPENINGOPP OPPOSITEOZ OUNCE

PC POINT OF CURVEPCC POINT OF COMPOUND CURVATUREPCV PUMP CONTROL VALVEPE PLAIN ENDPF PRESSURE FILTERPG PRESSURE GAUGEPH PIPE HANGERPI POINT OF INTERSECTIONPL PLATEPLYWD PLYWOODPNL(S) PANEL(S)PP POWER POLEPROJ PROJECTIONPRV PRESSURE RELIEF VALVEPS PIPE SUPPORTPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT POINT, POINT OF TANGENCYPTW PUMP TO WASTEPVC POLYVINYL CHLORIDE, POINT ON VERTICAL CURVEPVCP POLYVINYL CHLORIDE PIPEPVMT PAVEMENTPW POTABLE WATER

R RADIUS, RISERRD ROOF DRAIN, ROADRDL ROOF DRAIN LEADERRECEP RECEPTIONRECIRC RECIRCULATINGRECP RECEPTACLERED REDUCER, REDUCINGREG REGULATOR, REGULATINGREF REFERENCEREINF REINFORCINGREQD REQUIREDRET RETURNREV REVISION, REVISED, REVERSEDRFG ROOFINGRM ROOMRPM REVOLUTIONS PER MINUTERT RIGHT

RW RAW WATER

S SOUTHSAN SANITARYSCHED SCHEDULESCWD SANTA CRUZ WATER DEPARTMENTSD STORM DRAINSEC SECONDSECT SECTIONSG SLUICE GATESH SHEETSIM SIMILARSKL SKYLIGHTSM SHEET METALSP SUMP PUMPSPA SPACING, SPACESSPEC(S) SPECIFICATION(S)SPL SAMPLESPLY SUPPLYSQ SQUARESQCWD SOQUEL CREEK WATER DISTRICTSR SUPPLY REGISTER/SURGE RELIEFSS SANITARY SEWER, STAINLESS STEELSTA STATIONSTD STANDARDSTL STEELSTR STRUCTURALSUP SUPPLYSUSP SUSPENDEDSV SURGE RELIEF / SHUTOFF VALVESW SWITCHSWBD SWITCHBOARDSWGR SWITCHGEARSYM SYMMETRICALSYS SYSTEM

T THERMOSTAT, TELEPHONETB TERMINAL BOXT&B TOP AND BOTTOMTBM TEMPORARY BENCHMARKTC TOP OF CURBTC TERMINAL CABINETTEL TELESCOPINGTEMP TEMPERATURE, TEMPORARYTERM TERMINALT&G TONGUE & GROOVETHK THICK, THICKNESSTI TOTALIZING INDICATOR, TEMPERATURE INDICATORTOC TOP OF CONCRETETOF TOP OF FOOTINGTOM TOP OF MASONRYTRANS TRANSFORMER, TRANSMITTER, TRANSFERTS TEMPERATURE SWITCHTV TELEVISIONTW TREATED WATERTYP TYPICAL

UGND UNDERGROUNDUH UNIT HEATERUNO UNLESS NOTED OTHERWISEUSGS UNITED STATES GEOLOGICAL SURVEY

V VALVE, VOLT, VENTVAC VACUUMVC VERTICAL CURVE, VICTAULIC COUPLINGVCD VERTICAL CONTROL DAMPERVERT VERTICALVM VOLT METERVNR VENEER

W WEST, WIDE, WINDOW, WATT, WATERW/ WITHWB WALLBOARDWD WOOD, WIDTHWM WATER METER, WATTMETERW/O WITHOUTWTP WATER TREATMENT PLANTWW WASH WATER

YH YARD HYDRANT

NIC NOT IN CONTRACT

R/W RIGHT OF WAY

BGS BELOW GROUND SURFACE

BLVD BOULEVARD

AVRV AIR VACUUM RELEASE VALVE

BFV BUTTERFLY VALVE

CrVI HEXAVALENT CHROMIUM

LWL LOW WATER LEVEL

HWL HIGH WATER LEVEL

HGL HYDRAULIC GRADE LINE

FD7000_PW

D7065

PROJECT NO.

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

SHEETOF


NOT TO FULL SCALE

0 11/2

APP

NO.

CK

BY

XREF3:

XREF2:

XREF1:

XREF4:


DWG VER:

DATE

SAVED:

PLOTTED:

USER:

CWO 11-140


SEASCAPE WELL


DEC 2015

ISSUED FOR BID

12/22/15

25

GENERAL LEGENDPIPING SYSTEMS

MATERIALS LEGEND

PIPING ACCESSORIES LEGEND

VALVE LEGEND

CB

326

326

#3 OR T.H.#3

SMALLER THAN 24"

24" AND LARGER

SMALLER THAN 24"

24" AND LARGER

CEL

ELRW

PL

PEL

TEL

T

E

P T

(G)

(W)(WM)(GM)

Y

T

S

10"

4"

1AC45

1

F102

PV10

PV-10

EQUIPCALLOUT

A

BW

TW

CWR

CWS

CL(L)

CL(S)

FOR

FOS

FOV

OF

ST

PD

SAN

V

W

CO

SIZE

Q

SS

T

B3

LS

LUE

G

W

NaOCL

V

MISCELLANEOUS EQUIPMENT

P

FM

SURFACED STREET, ROAD OR DRIVE

SURFACED STREET, ROAD OR DRIVE WITH CURBS

NON-SURFACED STREET, ROAD OR DRIVE

CONCRETE WALK

CATCH BASIN

MANHOLE

DRAINAGE COURSE OR FLOW LINE

EXISTING GROUND CONTOUR

FINISH GRADE CONTOUR

BANK OR SLOPE LINES

TEST HOLE AND NUMBER;POT HOLE AND NUMBER

SURVEY LINE WITH PI, PT, OR POT

CONCRETE REACTION BLOCKING AT BEND,PLUG OR TEE

DRAINS OR CULVERTS

TUNNEL CASING - PLAN

EXISTING

GENERAL LAYOUT YARD PIPING

NEW

NEW WATER LINE OR SEWER IN PROFILE

NON-CONNECTING PIPING

CONSTRUCTION EASEMENT LINE

EASEMENT LINE

RIGHT-OF-WAY LINE

PROPERTY LINE

PERMANENT EASEMENT LINE

TEMPORARY EASEMENT LINE

UTILITY EASEMENT LINE

SURVEY LINESECTION LINE

WATER LINE

GAS LINE

TELEPHONE (UNDERGROUND)

ELECTRICAL (UNDERGROUND)

POWER OR TELEPHONE LINES (OVERHEAD)

WATER OR GAS VALVE

WATER OR GAS METER

TELEPHONE OR POWER POLE WITH GUY ANCHOR

FIRE HYDRANT

YARD HYDRANT

STREET LIGHT POLE

TRAFFIC SIGNAL

TRAFFIC SIGN

STOPSIGN

HEDGE, BRUSH, SHRUBS, WOODS

DECIDUOUS TREE AND TRUNK DIAMETER

CONIFEROUS TREE AND TRUNK DIAMETER

SWAMP

INSULATION (RIGID)

INSULATION (BATT)

ALUMINUM

BAR GRATING (LINES IN DIRECTION OF SPAN)

STEEL OR ALUMINUM (FOR 3/4" SCALE & SMALLER)

STEEL (FOR 1"SCALE & LARGER)

CHECKERED PLATE

RIPRAP

WOOD, STUDS, BEAMS, JOISTS, ETC.

WOOD, SHEATHING, PANELING, DECKING, ETC.

CUT STONE OR SAND FILL, GROUT,MORTAR, AND PLASTER

CONCRETE MASONRY UNITS (CMU)

BRICK, COMMON

BRICK, FACE

EXISTING CONCRETE, PRECASTOR PRESTRESSED CONCRETE

NEW CONCRETE

ROCK

GRANULAR FILL (CRUSHED ROCK OR GRAVEL,CRUSHED ROCK SURFACING)

EARTH OR GRADE; SEED & MULCH WHERE INDICATED

EXISTING FACILITY TO BEDEMOLISHED OR REMOVED

EQUIPMENT REPRESENTATIONWITH CALLOUT

EQUIPMENT OR VALVEIDENTIFICATION CODEEQUIPMENT NUMBER

AREA DESIGNATION

ROOM NUMBER

SCHEDULE NUMBER

ABBREVIATION

WALL ELEVATION

DOOR, WINDOW AND LOUVER SCHEDULE REFERENCE

DRAWING NUMBER ON WHICH SECTIONOR DETAIL APPEARS; OR WHERESECTION IS CUT OR DETAIL IS NOTED

SECTION NUMBER OR DETAIL LETTER

CENTERLINE

FENCE

FUTURE BUILDINGS, STRUCTURES

STRUCTURES UNDERGROUND

BUILDINGS, STRUCTURES

NEW PIPING

UNDERGROUND PIPING

EXISTING PIPING

FUTURE PIPING

AIR (COMPRESSED)

BACKWASH WATER

TREATED WATER

CHILLED WATER RETURN

CHILLED WATER SUPPLY

CHLORINE LIQUID

CHLORINE SOLUTION

BLIND FLANGE

CAP OR PLUG

CLEANOUT

CROSS

ELBOW

ELBOW DOWN

ELBOW TURNING UP

HOSE CONNECTION

QUICK COUPLING

REDUCER

TEE

TEE LINE DOWN

TEE LINE UP

WYE

WYE STRAINER

PLUG VALVE, ECCENTRIC

BUTTERFLY VALVE

GATE VALVE

BALL VALVE

GLOBE VALVE

CHECK VALVE

ANGLE VALVE

DIAPHRAGM VALVE

INLINE PRESSURE RELIEF VALVE

VACUUM BREAKER

CALIBRATING COLUMN

TRAP

UNION

WALL SLEEVE

FLEXIBLE HOSE OR TUBING

FLEXIBLE CONNECTOR

HOSE REEL

INJECTOR, EDUCTOR, BLENDER

PIPE GUIDE

STRAINER

SUCTION DIFFUSER

PIPE DIFFUSER

FUEL OIL RETURN

FUEL OIL SUPPLY

FUEL OIL VENT

SODIUM HYPOCHLORITE

OVERFLOW

STORM DRAIN

SUMP PUMP DISCHARGE

SANITARY DRAIN

VENT

WATER

VENT - SCREENED

VENT

PRESSURE GAUGE W/SNUBBER

SIGHT FLOW INDICATOR

TEMPERATURE INDICATOR

ELECTROMAGNETIC/ULTRASONIC FLOWMETER

FLOW METER

SIGHT GLASS

SPRAY NOZZLES

PIPE ANCHOR

PUMP

WEIR

THERMAL SHUTOFF VALVE

HOSE FAUCET

HOSE VALVE W/HOSE NIPPLE

BACKFLOW PREVENTER

SAFETY RELIEF VALVE

VACUUM RELIEF CHECK VALVE

PRESSURE VACUUM RELIEF VALVE

NOTE :SYMBOLS ON THIS SHEET WHICH ARE TO BE SHOWN AS EXISTING SHALL BE DELINEATED AS SCREENEDTHOSE SYMBOLS WHICH ARE TO BE SHOWN AS NEW SHALL BE DELINEATED AS SOLID (HEAVY)

EQUIPMENT NUMBER

EQUIPMENT OR VALVEIDENTIFICATION CODE

BWW BACKWASH WASTEWATER

PTW PUMP TO WASTE

RCW RECLAIMED WATER

RCWW RECLAIMED WASTE WATER

RW RAW WATER

SL SOLIDS

SR SURGE RELIEF

WW WASH WATER

AC PAVING (PLAN VIEW)

PH

AC PAVING (SECTION VIEW)

SS SANITARY SEWER

EXIST ELECT POLE

SLURRY SEAL

ENVIRONMENTAL SENSITIVE AREA

NOTES:

1. REFER TO DWGS E-1, I-1, AND I-2 FORADDITIONAL LEGENDS AND ABBREVIATIONS.

500

450

400

350

300

0

-350

ELEVATIONS

SEE NOTE 1

HIGH WATER EL = 362.33±(NGVD29 ELEVATION 359.58±)

UPPER GROUNDWATEREL 36.33±

LOWER GROUND WATEREL -54.67±

14" ID CASING WELL DRILLED DEPTHEL -105.7±

TOP OF WELL CONCRETEPEDESTAL EL 234.33±

CrVIREMOVAL SYSTEM AND PRE-FILTER

EXIST SERVICEAREA III TANKS

EL 229±CL EL 226±

TREATED WATERDISCHARGE

LOW WATER EL = 342.71±(NGVD ELEVATION 339.69±)

EXISTING TREATED WATERDISTRIBUTION PIPELINEIN BONITA DRIVE

EXISTING SQCWDDISTRIBUTION PIPE

EL 436.0±EL 437.3±

EL 466.0±EL 467.0±







TOTAL WELL DRILLED DEPTHEL -472.7±


250

-500

EXISTINGSEASCAPE WELL

EXISTINGSAN ANDREAS

WELL

DESIGN HGL (SEE NOTE 2A)

EL 381.0±EL 377.0± EL 376.4±

EL 335.5±EL 335.0±

MIN HGL (SEE NOTE 2B)

EX 12" RAW WATER SUPPLY

TOTAL WELL DRILLED DEPTHEL -505.7±EXISTING BONITA

WELL

-100


LIMITS OF 10" ID WELL CASING.

LIMITS OF 12" ID WELL CASING.

NIC

BONITA WTP LIMITS

NEW 12" RW PIPELINEBETWEEN SEASCAPE ANDSAN ANDREAS WELLS

APPROX TANKOPERATING RANGE

EL 504.0±FD7000_PW

D7065

PROJECT NO.

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

SHEETOF


NOT TO FULL SCALE

0 11/2

APP

NO.

CK

BY

XREF3:

XREF2:

XREF1:

XREF4:


DWG VER:

DATE

SAVED:

PLOTTED:

USER:

CWO 11-140


SEASCAPE WELL


DEC 2015

ISSUED FOR BID

12/22/15

25

HYDRAULIC PROFILE

1. UNLESS OTHERWISE NOTED, ALL ELEVATIONS SHOWN ARE DATUMNAVD88. TO CONVERT FROM NAV88 DATUM TO NGVD29 SUBTRACT 2.75FT FROM NAVD88 DATUM TO GET NGVD29 DATUM.

(NGVD29 = NAVD88 - 2.75 FT)

2. HYDRAULIC GRADE LINE (HGL) DEVELOPED BASED ON THE FOLLOWINGCONDITIONS:

A. DESIGN HGL 900 GPM FROM SEASCAPE WELL AND 1,000 GPM FROM BONITA WELL THROUGH BONITA WTP CrVI TREATMENT SYSTEM BASED ON HISTORICAL DATA AVERAGE PRESSURE IN BONITA DRIVE DISTRIBUTION SYSTEM 10 PSI PRESSURE LOSS THROUGH CHROMIUM TREATMENT

SYSTEM AND 8 PSI THROUGH PRE-FILTER AND 1,000 GPM FROM BONITA WELL SAN ANDREAS PRV CLOSED

B. MIN HGL 900 GPM FROM SEASCAPE WELL THROUGH TREATMENT

SYSTEM COUNTRY CLUB WELL PUMPING 0 GPM INTO DISTRIBUTION SYSTEM POLO WELL PUMPING 0 GPM INTO DISTRIBUTION SYSTEM 10 PSI PRESSURE LOSS THROUGH CHROMIUM TREATMENT

SYSTEM AND 8 PSI LOSS THROUGH PRE-FILTER APTOS JR HIGH WELL PUMPING 0 GPM INTO DISTRIBUTION SYSTEM SAN ANDREAS PRV OPEN

NOTES:

SCALE: HORIZONTAL = NO SCALE VERTICAL = 1" = 20'

WELL AND DISCHARGE HEAD SECTION1- 1" = 1'-0"

DEMOLISH EXISTINGJUNCTION BOX

DEMOLISH EXISTINGPUMP COLUMN.SEE NOTE 1.

EXISTING CONCRETEFOUNDATION

DEMOLISH EXISTING1/4" POLYETHYLENEAIR LINE

EXISTING 16"PRODUCTION CASING,PROTECT IN PLACE

DEMOLISH EXISTING8" PIPING ANDAPPURTENANCES

SALVAGE DISCHARGEELBOW AND SURFACEPLATE

N.C.WELL

SALVAGE EXISTINGANTENNA (TYP)

DEMOLISH CONCRETE

DEMOLISH ENCLOSUREAND CONCRETE PAD

DEMOLISHEX EYEWASH

SAND SEPARATOR ANDCONCRETE SLAB SHALLBE PROTECTED IN PLACE

DEMOLISH EX ENCLOSURE,WELL PUMP AND ELECTRICALEQUIPMENT. PROTECT INPLACE EXISTING CONCRETE PAD.

REMOVE EXELECTRICAL METER

REMOVE EXPULL BOX

1-

EX CONCRETE STEP,PROTECT IN PLACE

EX 10" MJ22.5° ELBOW

EX SWINGGATE

EX ASPHALT

EX TRANSFORMER(PROTECT IN PLACE)

50'-0"±

EX GRASS

DEMOLISH EXISTING10" CAST IRON PIPE

DEMOLISHEXISTING10" VALVE

EX 8" DRAIN

PROTECT EXMONITORING WELLBOX IN PLACE

DEMOLISH UP TOFIRST BURIED JOINT

DEMOLISH EXISTINGMONITORING WELLCONTROL PANEL

SEE DWG D-3 FORCONTINUATION

50'-0"±

N.C.

D7065

PROJECT NO.

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

SHEETOF


NOT TO FULL SCALE

0 11/2

APP

NO.

CK

BY

XREF3:

XREF2:

XREF1:

XREF4:


DWG VER:

DATE

SAVED:

PLOTTED:

USER:

CWO 11-140


SEASCAPE WELL


DEC 2015

ISSUED FOR BID

12/22/15

25

SEASCAPE DEMO SITE PLAN1" = 4'-0"

NOTES:

1. CONTRACTOR SHALL DEMO PUMP, PUMP COLUMN, 150HP SUBMERSIBLE MOTOR, MOTOR CABLE AND APPURTENANCES FROM GRADE LEVEL TO THE LOWER PUMP SETTING IN THE WELL. THE EXISTING PUMP INTAKE IS SET AT 268 FT BELOW THE PUMP PAD.

SITE LAYOUT1" = 30'-0"

SEASCAPE BLVD

CAMINO PACIFICO

CAMINO PACIFICO

SEASCAPE RIDGE DR

PROJECT SITE

VIA PACIFICA

NEAREST SANITARYSEWER MANHOLE

D7065

PROJECT NO.

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

SHEETOF


NOT TO FULL SCALE

0 11/2

APP

NO.

CK

BY

XREF3:

XREF2:

XREF1:

XREF4:


DWG VER:

DATE

SAVED:

PLOTTED:

USER:

CWO 11-140


SEASCAPE WELL


DEC 2015

ISSUED FOR BID

12/22/15

25FD7000_PW

EXISTING CONCRETEPAD SHALL BEPROTECTED IN PLACE

EXISTING SAND SEPARATORSHALL BE PROTECTED IN PLACE

DEMO EXISTINGENCLOSURE

PHOTO 11C-2

PHOTO 22C-2

DEMO 1.25" EX PUMP CONTROLVALVE, PIPING, AND PLUGPIPING NEAR TEE. CORPSTOP AND HOSE FAUCET TOBE PROTECTED IN PLACE.

DEMOLISH EX 3"DRAIN PIPING TOEX 8" TEE

7'-6"

DEMOLISH ELECTRICALEQUIPMENT ENCLOSURES

DEMOLISH CHLORINEINJECTION TUBING

PHOTO 33C-2

WELL VENT,PROTECT IN PLACE

SALVAGE AND REFURBISHEXISTING PUMP CONTROLVALVE, 3" PIPING ANDAPPURTENANCES

DEMOLISHEXISTING8" PIPING

SALVAGEEXISTINGCHECKVALVE

DEMOLISH PVCDRAIN PIPING

PROTECT IN PLACE EXISTINGBLIND FLANGED PIPE

SALVAGEPRESSUREINDICATINGEQUIPMENT

REFURBISH ANDREUSE EX PUMPCONTROL VALVEAND 3" PIPING

PHOTO 44C-2

PROTECT IN PLACECONCRETE PAD ANDCONCRETE WELL HEAD

SALVAGE PRESSUREGAUGE AND REUSELEVEL SENSOR

DEMOLISHJUNCTION BOX

SALVAGE SAMPLINGEQUIPMENT ANDCHLORINE ANALYZER

DEMOLISHENCLOSURE

WELL VENT,PROTECT IN PLACE

REMOVE EXIST PULL BOX.COORDINATE WITH PG&E.

REMOVE EXIST METER.COORDINATE WITH PG&E.

PHOTO 55C-2

SALVAGEEX FLOW METER

DEMOLISH PVCDRAIN PIPING

PROTECT IN PLACE6" GATE VALVE

PROTECT IN PLACECONCRETE SLAB

PROTECT IN PLACEDRAIN PIPINGAND FITTINGS

DEMOLISH EX3" DRAIN PIPINGTO EX 8" TEE

DEMOLISH WELL PUMP ANDEQUIPMENT ENCLOSURE

DEMOLISH EX 1 1/4" PUMPCONTROL VALVE PIPING,AND PLUG PIPING NEAR TEE.CORP STOP AND HOSE FAUCETTO BE PROTECTED IN PLACE.

PHOTO 77C-2

PHOTO 66C-2

PROTECT IN PLACE10" TW

SALVAGE EMPTYCHLORINETANK AND BASE

DEMOLISHENCLOSURE

DEMOLISHCONCRETE SLAB

SALVAGE BREAKERAND TRANSFORMER

DEMOLISH EXISTEXPOSED CONDUIT

REUSE AND RELOCATERTU CABINATE

DEMO GENERATORCONNECTOR

DEMOLISH TRANSFERSWITCH & MOTOR CONTROLS

REUSE AND RELOCATE EXIST LEVELSENSOR. PLUG EXIST 2" OPENINGAFTER REMOVING THREADED BOX.

6'-7"

N.C.

Y

E

24'-0"±

SLURRY SEALLIMITS

2"-TW-PE

SEE NOTE 1

SEE NOTE 1

TO EXISTINGOUTFALL

3'

3'-6"

METER BOX AND REDUCED PRESSUREBACKFLOW PREVENTION ASSEMBLY.SEE DISTRICT STD NO. S-19.BACKFLOW PREVENTER SHALL ALSOBE NSF-61 CERTIFIED.

CONNECT TO RAW WATER MAIN.SEE DWG D-3.

REFER TO PIPELINE DWGSFOR IMPROVEMENTS TOEXISTING WATER SERVICE

CAST IRON MAIN TO BE ABANDONEDIN RAW WATER PIPELINE WORK

4'-2"MIN

PRECAST VAULTDETAILS

AC-5

NOTE 4

REMOVABLE ROOFPANEL

SEE ELECTRICAL DRAWINGSFOR ELECTRIAL EQUIPMENTINFORMATION

WELL PUMP AND ELECTRICALEQUIPMENT ENCLOSURE

1/2"-SS

SEE NOTE 2

EXISTINGSAND SEPARATOR

REMOVABLEBOLLARD(TYP)

BC-5

EYEWASH/SHOWERDM-2

YARD HYDRANTCC-5

CONTRACTORSTAGING AREA

SEE RW PIPELINE DWGBY DISTRICT FOR CONTINUATION

SEE NOTE 6 FOR PIPE ZONEBEDDING AND TRENCH BACKFILLREQUIREMENTS IN THE COUNTYRIGHT OF WAY

FIELD CONFIRMLOCATION OF TREES

SEE NOTE 2

2"-TW-PE

E

NOTE 3

1/2"-SS

1

2

NOTE 9

NOTE 3

NOTE 3

D7065

PROJECT NO.

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

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CWO 11-140


SEASCAPE WELL


DEC 2015

ISSUED FOR BID

12/22/15

25

SEASCAPE SITE PLAN1" = 4'-0"

NOTES:

1. CONTRACTOR SHALL VERIFY CONCRETE PAD SIZE AND COORDINATE EQUIPMENT ENCLOSURE SIZE AND ANCHORAGE.

2. SEE DRAWING M-1 FOR ADDITIONAL INFORMATION FOR CONNECTING TO EXISTING PIPING.

3. REFER TO ELECTRICAL DRAWINGS FOR RE-ROUTING OF EXISTING CONDUIT AND OTHER OUTDOOR ELECTRICAL WORK.

4. FIELD VERIFY WATER CONNECTION TO EXISTING MAIN AND ROUTE WATER LINE INTO SITE. FIELD VERIFY SUITABLE PATH TO AVOID DISTURBING TREES ON THE NORTH SIDE OF THE SITE.

5. INSTALL PIT-105 ON UPSTREAM SIDE OF REDUCED PRESSURE BACKFLOW PREVENTER.

6. PIPE ZONE BEDDING SHALL CONFORM TO DISTRICT STANDARD DRAWING S-14. TRENCH BACKFILL SHALL BE 2-SACK SLURRY PER COUNTY STANDARD FIGURES EP-1 AND EP-2.

7. APPLY TYPE 2 SLURRY SEAL AROUND TRENCH PER COUNTY STANDARD FIGURE EP-2.

8. REFER TO DIVISION 5 SPECIFICATIONS FOR PIPE DISINFECTION AND PRESSURE TESTING REQUIREMENTS.

9. DURING PUMP INSTALLATION, WELL RIG SHALL AVOID HAVING DIRECT WEIGHT ON VAULT HATCH.

PIT-105

NOTE 5

VAULT INFORMATION:

N: 166871.48E: 1601030.29EL: 175.5

1

N: 166877.95E: 1601036.32EL: 175.5

2

1-

1-

PLAN

SECTION1

NOTES:

1. SEE SPECIFICATION SECTION 03480 FOR MORE INFORMATION ON PRECAST VAULT AND ACCESS HATCH.

2. ALL H-20 RATED ACCESS HATCHES SHALL INCORPORATE SAFETY GRATING. CLEAR OPENING OF HATCHES INDICATES NO OBSTRUCTIONS.

3. CONTRACTOR TO FIELD VERIFY CL OF EXISTING PIPE 10" CAST IRON. NEW PIPE CL SHALL MATCH.

PRECAST VAULT DETAILAC-4 1" = 1'-0"

5'-6"

5'-0"

12" MIN

1'-8" MIN8" MIN

2'-0"

1'-6"(TYP)

EX 10"-RW-CI

48"x60" ACTUAL CLEAR OPENINGDOUBLE LEAF HS-20 RATEDACCESS HATCH. SEE NOTE 2.

RW-VBF-351

5'-2"

RW-VBF-351FE-104

RESTRAINEDDISMANTLING JOINT

PIPESUPPORT

REPLACE EX PAVING.ASSUME 4" THICK.

RESTRAINEDMJ 10"x12"INCREASER

REPLACE EX CLASS II AB.ASSUMED 12" THICK.

D-

PIPEPENETRATION(TYP)

1'-0"(TYP)

8" OF CALTRANS CLASS 2AB COMPACTED TO 95%

BACKFILL SHALL BE 3/4" CAL TRANSCLASS II AB COMPACTED TO 95% (TYP)

EX 10"-RW-CI

RW-VBF-352

RESTRAINED MJ(TYP)

RESTRAINEDMJ 10"x12"INCREASER

SEE DWG D-3 FORCONT AND PIPE TYPE

1 CU YD OF CALTRANSCLASS 1 PERMEABLE MATERIAL

12"Ø SUMP DRAIN 2" DRAIN HOLE

3'-6"±

(NOTE 3)

ROUTE HATCH DRAINTO SUMP DRAIN

RW-VBF-352

RESTRAINED MJ(TYP)

INSTALL BURIED VALVE PERDISTRICT STD DWG S-6 ANDDIVISION 3 SECTION 307

10"-RW-DIP

FIELD CONFIRM JOINT TYPEAND COORDINATE WITH ENGINEER

10"-RW-DIP

D7065

PROJECT NO.

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

SHEETOF


NOT TO FULL SCALE

0 11/2

APP

NO.

CK

BY

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DWG VER:

DATE

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PLOTTED:

USER:

CWO 11-140


SEASCAPE WELL


DEC 2015

ISSUED FOR BID

12/22/15

25

PROTECTIVE SHIELD(FURNISHED WITHHYDRANT)

18" SQUARECONCRETE SLAB

CHAMFER (TYP)

4" AC PAVEMENT

1 CUBIC FOOT OFGRANULAR FILL

2" POST HYDRANT

2'-6"

3'-0"

4"1"

2-#4 BARSEW ON CTR

7" CLASS 2 AB

YARD HYDRANTCC-4 NO SCALE

5" GALV STEEL SLEEVE.EXTEND SLEEVE 3" ABOVECONCRETE SURFACE

HINGED LOCKINGPLATE

WELDED TO POSTPADLOCK EYE

CAP

CONCRETE

STEEL PLATEW/ DRAIN HOLE

2" DIADRAIN HOLE

4" SCHEDULE 80 STEELPIPE, PAINT YELLOWAFTER INSTALLATION

4'-0"

ADJACENT SURFACE

SLOPETODRAIN

6"

6" MIN CONCRETEENCASEMENT

2'-6"

1"

NOTE:1. DO NOT FILL REMOVABLE STEEL PIPEWITH CONCRETE.

REMOVABLE BOLLARDBC-4 NO SCALE

PIPE RENETRATION DETAILD- NO SCALE

EXTERIORVARIESINTERIOR

NON-SHRINKCEMENT GROUT

CORE DRILL DIAMETER

PER LINK SEAL MFR'S

RECOMMENDATIONS

ADJUSTABLE LINKED RUBBERSEAL W/ 316L STAINLESSSTEEL HARDWARE

WALL REINFORCEMENTNOT SHOWN

2" SUPPLY

1-

8" RW

14'-0"

12'-9"

4'-6"±

3'-0"±

3'-6"±

9'-3"

PLAN1/2" = 1'-0"

8"x4"REDUCER

ELECTRICAL EQUIPMENT NOT SHOWN.SEE ELECTRICAL DRAWINGSFOR ELECTRICAL EQUIPMENTINFORMATION.

4'x6' REMOVABLEROOF PANEL

TO EX SANDSEPARATOR

RW-PRV-125

2'-0"±

RW-VCK-101

RW-VBF-124 RW-PCV-123

RW-VBF-122

2-

4"-PR-DIP

REMOVABLELOUVER PANEL

4"-PTW-DIP

SEE C-4 FORCONTINUATION

1/2"-CU-I

FLOOD VENT. REFER TOSPEC 13122 FORADDITIONAL REQUIREMENTS.

RW-PIT-103

RW-AVRV-102

1-

AM-2

SURFACE PLATEINSTALLATION DETAILS

4'-5"

4"x8" INCREASER

8" CROSS

1" TAP INTO BFAND PROVIDE 1"CORPORATION STOP

3 -

8" TEE WITHBLIND FLANGEEXISTING 8" DRAIN

4" TEE WITHBLIND FLANGE

CM-2

APPROXIMATE LOCATIONOF WALL MOUNTED FANAND LOUVER. REFER TOSPEC 13122 FORADDITIONAL REQUIREMENTS.(NOTE 5)

APPROXIMATE LOCATIONOF THERMOSTAT

LOUVER

EXHAUST FAN

8"-RW-DIP

4'-6"

7 1/2"

REMOVABLEROOF PANEL

ELECTRICAL EQUIPMENT NOTSHOWN. SEE ELECTRICALDRAWINGS FOR ELECTRICALEQUIPMENT INFORMATION.

WELL PUMP AND ELECTRICALEQUIPMENT ENCLOSURE

8"X8"X8"TEE

8" RISER PIPE

EX GRAVEL

EX GROUT

EX 16" DIA WELL CASING

TO EX SANDSEPARATOR(NOTE 1)

RW-PRV-125

5"

RW-PIT-103

RW-AVRV-102

RW-VCK-101

1" BV W/ NIPPLEEXTENSION RAWWATER SAMPLE TAP

1'-0"

9"

SUPPORT PIPING OFFEX CONCRETE SLAB

6'-7"

MIN SIDE WALL HEIGHT

7'-6"

MAX ENCLOSURE HEIGHT

8" DISCHARGE ELBOW.SEE DETAIL A/M-2FOR ENLARGED PLAN.

EM-2

PIPE SUPPORT

2" DRAIN LINE.ROUTE TO OUTSIDEOF ENCLOSURE.

6'x6' REMOVABLEWALL PANEL

2" AIR/VAC VALVE

BM-2

ENCLOSURE PIPE PENETRATIONPER MANUFACTURER (TYP)

MAIN ACCESS DOOR

SECTION1- 1/2" = 1'-0"

BEGIN BOWL ASSEMBLY

PUMP BOWL ASSEMBLYPER PUMP MFR

PUMP INLET SCREENPER PUMP MFR

RW-P-100

BEGIN PUMP INTAKE, 268 FT BGS, SEE NOTE 2

MOTOR COOLING SHROUD.SEE SPECS FOR DETAILS.

HWL EL 13.1±

SOUNDING TUBES AND MOTOR CABLE NOT SHOWN.CONTRACTOR SHALL STRAP TO RISER PIPE INACCORDANCE WITH THE SPECIFICATIONS. (NOTE 3)

LWL EL -36.7±

SECTION2- 1/2" = 1'-0"

ELECTRICAL EQUIPMENTAND WELL PUMP ENCLOSURE

EXISTING8" DRAIN

4"-PTW-DIP

1'-5"

RW-VBF-124

RW-POV-123

EM-2

PIPE SUPPORT

CM-2

INSULATING FLANGE

6"

CALTRANS CLASS II ABW/ 95% COMPACTED

#6 ADHESIVEANCHOR W/6" (MIN)EMBED

#6 @12" EW @ CENTER

2'-6"

SECTION3- 1/2" = 1'-0"

4'-0"

EX LIMITS OFCONC FOUNDATION NEW CONC

8" CHECK VALVE

D7065

PROJECT NO.

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

SHEETOF


NOT TO FULL SCALE

0 11/2

APP

NO.

CK

BY

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DWG VER:

DATE

SAVED:

PLOTTED:

USER:

CWO 11-140


SEASCAPE WELL


DEC 2015

ISSUED FOR BID

12/22/15

25

NOTES:

1. EXISTING 10"-TW NOT SHOWN FOR CLARITY.

2. CONTRACTOR SHALL FIELD VERIFY EXISTING PUMP INTAKE ELEVATION. NEW PUMP INTAKE ELEVATION SHALL MATCH EXISTING.

3. ALL SOUNDING TUBES PERFORATION SHALL BE DEBURRED BEFORE INSTALLATION.

4. REFER TO DIVISION 5 SPECIFICATIONS FOR PIPE DISINFECTION AND PRESSURE TESTING REQUIREMENTS.

PUMP HOUSE BUILDING NOTES:

1. THE PUMP HOUSE SHALL BE PRE-ENGINEERED AND SHALL MEET ALL CBC LOADING, DEFLECTION AND DETAILING REQUIREMENTS, IN ADDITION TO SPECIFICATION 13122 REQUIREMENTS. FOR STRUCTURAL LOAD PARAMETERS, SEE SPECIFICATION 01611 AND 13122. ALL STRUCTURAL CALCULATIONS AND DRAWINGS SHALL BE SIGNED AND SEALED BY A CALIFORNIA PROFESSIONAL ENGINEER.

2. REMOVABLE PANELS AT SHOWN LOCATIONS ARE REQUIRED TO MAINTAIN THE WELL AND PUMP. THE STRUCTURE SHALL BE DESIGNED TO REMAIN STABLE WITHOUT THE REMOVABLE PANELS.

3. THE BUILDING DESIGNER HAS THE OPTION TO DESIGN A BRACED FRAME STRUCTURE OR A SELF SUPPORTING PANEL SYSTEM.

4. THE ROOF PANELS SHALL EITHER SLOPE IN ONE DIRECTION OR SHALL BE PITCHED ROOF.

5. PROVIDE INSULATING FLANGE BETWEEN EXISTING AND NEW PIPING CONNECTIONS (TYP).

10'-0"

EX SURFACE PLATE

EX 2" CONDUIT

PLAN

EX 8" DISCHARGE PIPEAND SURFACE PLATE

3'-0"

2'-2"

EX 1.25" ORIFICE. CONNECT NEW 1.25"SCH80 PVC SOUNDING TUBE AND INSTALLRELOCATED LEVEL SENSOR. SEE NOTE 3,DWG M-1.

NOTES:

1. AIR VENT PIPING FOR WELL NOT SHOWN.

SECTION1

1-

1-

SURFACE PLATE INSTALLATION DETAILSAM-1 1 1/2" = 1'-0"

SEE DRAWING M-1FOR CONTINUATION

EX 2" CONDUITTHROUGH PEDESTAL

CONNECT NEW COLUMNPIPE TO EXISTINGSURFACE PLATE

PROVIDE SEALING GASKETBETWEEN BOTTOM OF SURFACEPLATE AND EX CONCRETE.CONTRACTOR SHALL PROVIDESEALANT AROUND EDGES OFGASKET AND SURFACE PLATE.

CONTRACTOR SHALL RE-COAT EXPUMP DISCHARGE ELBOW ANDSURFACE PLATE AND RE-INSTALLIN THE FIELD

RISER PIPE

PUMP DISCHARGE FLANGEMOUNTED TO SURFACE PLATE

FLOW

EX CONCRETE PEDESTAL(NOTE 1)

EX 2" VENT

RELOCATED LEVELSENSOR TERMINATION BOX

EX 1.5" ORIFICE. CONNECTNEW 1.25" SCH80 PVC SOUNDINGTUBE AND PLUG TOP. SEE NOTE 3,DWG M-1.

EX HOOK(TYP)

EX BOLTS OPENINGS THROUGHSURFACE PLATE SHALL NOT BE REUSED.CONTRACT SHALL PROVIDE NEWOPENINGS THROUGH SURFACE PLATEFOR ANCHORAGE PER SPECIFICATIONS.

C-

1/4" TUBING LOOP.ROUTE TUBING.

SAMPLE TAPBM-1 NO SCALE

WATER PIPE

3/4" BRONZE PIPE BALL VALVEAND GALVANIC ISOLATOR BETWEENDISSIMILAR METALS

PIPE NIPPLEAS REQUIRED

3/4"x1/4" BRUSHING

NOTE:

1. ALL STEEL MATERIALS SHALL BE HOT-DIP GALVANIZED FOR EXTERIOR LOCATIONS. VENT HOLES FOR GALVANIZING SHALL BE THE MINIMUM SIZE NECESSARY. HOLES SHALL BE LOCATED IN THE BOTTOM BASEPLATE AND ALSO LOCATED IN THE TOP OF THE PIPE, ADJACENT TO THE CURVED PLATE.

2. STEEL COLUMN IS ASTM A53 MATERIAL.

3. BASEPLATE, ANCHORS AND SADDLE PLATES ARE ALL ASTM A36 STEEL.

PIPE SUPPORT DETAILEM-1 NO SCALE

D7065

PROJECT NO.

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

SHEETOF


NOT TO FULL SCALE

0 11/2

APP

NO.

CK

BY

XREF3:

XREF2:

XREF1:

XREF4:


DWG VER:

DATE

SAVED:

PLOTTED:

USER:

CWO 11-140


SEASCAPE WELL


DEC 2015

ISSUED FOR BID

12/22/15

25

INSULATING FLANGE JOINTCM-1 NO SCALE

NOTES:

1. DO NOT COAT OR SPRAY INSULATING COMPONENTS WITH GREASE.

FS

REMOVABLE WEATHERPROOFJACKET AND INSULATION(NOTE 2)

1 1/4"

2" TW SUPPLY

FITTING ROTATED90 DEG FOR CLARITY

EEW DRAIN

CONCRETE BASE12" SQUARE x2'-0" DEEPFINISH GRADE

GROUT LEVEL

3/8" SS EXPANSIONANCHOR W/ MIN 6"EMBEDMENT (TYP)

FREEZEPROTECTIONVALVE

EEW

ES

EYEWASH/SHOWERDC-4 NO SCALE

NOTES:

1. FREEZEPROOF COMBINATION EMERGENCY SHOWER/EYEWASH FIXTURES SHALL BE PEDESTAL MOUNTED, WITH A STANCHION, A FLOOR FLANGE, A DELUGE SHOWER, AN AERATED EYE/FACE WASHES, FREEZEPROOF STAY-OPEN VALVES, INTERCONNECTING PIPING, FREEZE PROTECTION BLEED VALVE, AND A UNIVERSAL EMERGENCY SIGN. THE SHOWER AND EYE/FACE WASH SHALL BE STAINLESS STEEL OR ABS PLASTIC WITH A STAINLESS STEEL ACTUATOR. THE ENTIRE UNIT SHALL BE PROVIDED WITH SELF-REGULATING HEATING CABLE AND SHALL BE INSULATED WITH POLYETHYLENE FOAM INSULATION. THE INSULATION SHALL BE PROVIDED WITH A REMOVABLE, UV RESISTANT, ABS PLASTIC JACKET WITH GASKETING AND REMOVABLE FASTENERS. ELECTRIC HEATING CABLE SHALL BE SUITABLE FOR THE OUTDOOR TEMPERATURE AND POWER SUPPLY INDICATED ON THE DRAWINGS.

2. INSULATION SHALL BE 1" THICK AND BE ARMACELL "AP/ARMAFLEX SS" OR K-FLEX USA "INSUL-LOCK SEAM SEAL" OR EQUAL. PVC JACKET SHALL BE JOHNS MANVILLE "ZESTON 2000 SERIES" OR EQUAL.

TRANSITIONFROM PE TO SS

2"-TW-PE

app soquel creek water district by no. seascape … bid set...w west, wide, window, watt, water w/...

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