50.3010 - general drawings dun57072, 9/4/2013 … · capitola santa cruz aptos portola dr delaware...

CAPITOLA

SANTA CRUZ

APTOS

PORTOLA DR

DELAWARE AVE

GLEN CANYON RD

RIVER ST

SOQUEL DR

SOQUEL

AVE

SOQUEL COVE

MONTERAY BAY

41ST AVE

17TH AVE

7TH AVE

GRAHAM HILL RD

BRANCIFORTE DR

CAPITOLA RDBAY

ST

WESTERN DR

HIGH ST

BEACH ST

SOQUEL

LIVE OAK

RIO DEL MAR

TOWILDERRANCHSTATEPARK

TO WATSONVILLE

TOSCOTTSVALLEY

SOQUEL DR

PORTER ST

41ST AVE

41ST AVE

SOQUEL DR

SOQUEL AVE

SOQUEL

TO LIVE OAKTO APTOS

D7065

PROJECT NO.

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

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IF THIS BAR DOES NOTMEASURE 1" THEN DRAWING IS

NOT TO FULL SCALE

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PW FLDR: 178110....\50.3010 - General Drawings

ISSUED FOR BID

SOQUEL CREEK WATER DISTRICT

O'NEILL RANCH WTP

GENERAL

COVER SHEET, VICINITY MAP AND LOCATION MAP

DRAWING LIST

G-11 73

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SOQUEL CREEK WATER DISTRICTO'NEILL RANCH WTP

SEPTEMBER 2013ISSUED FOR BID DRAWING LIST

SHT NO DWG NO TITLE

GENERAL

1 G-1 COVER SHEET, VICINITY MAP AND LOCATION MAP, DRAWING LIST2 G-2 LEGEND AND ABBREVIATIONS SHEET 1 OF 23 G-3 LEGEND AND ABBREVIATIONS SHEET 2 OF 24 G-4 PROCESS FLOW DIAGRAM5 G-5 HYDRAULIC PROFILE AND DESIGN CRITERIA

CIVIL

6 C-1 GENERAL NOTES FOR CIVIL DRAWINGS7 C-2 SITE PLAN, YARD PIPING PLAN8 C-3 CREEK OUTFALL PLAN AND SECTION9 C-4 GRADING AND PAVING PLAN10 C-5 FINISHED WATER PIPELINE PLAN AND PROFILE (SHT 1 OF 3)11 C-6 FINISHED WATER PIPELINE PLAN AND PROFILE (SHT 2 OF 3)12 C-7 FINISHED WATER PIPELINE PLAN AND PROFILE (SHT 3 OF 3)13 C-8 LIMITS OF SLURRY SEAL PLAN (SHT 1 OF 3)14 C-9 LIMITS OF SLURRY SEAL PLAN (SHT 2 OF 3)15 C-10 LIMITS OF SLURRY SEAL PLAN (SHT 3 OF 3)16 C-11 SECTIONS AND DETAILS I17 C-12 SECTIONS AND DETAILS II

LANDSCAPING

18 L-1 LANDSCAPING PLANARCHITECTURAL

19 A-1 ARCHITECTURAL - CHEMICAL AND ELECTRICAL BUILDING - OPERATING FLOOR PLAN AND ROOF PLAN20 A-2 ARCHITECTURAL - CHEMICAL AND ELECTRICAL BUILDING - BUILDING ELEVATIONS21 A-3 ARCHITECTURAL - CHEMICAL AND ELECTRICAL BUILDING - WALL SECTIONS22 A-4 ARCHITECTURAL - CHEMICAL AND ELECTRICAL BUILDING - SCHEDULES AND DETAILS

STRUCTURAL

23 S-1 STRUCTURAL NOTES24 S-2 STANDARD CONCRETE JOINT DETAILS25 S-3 STANDARD CONCRETE REINF DETAILS26 S-4 TYPICAL MANSORY REINFORCING DETAILS27 S-5 STANDARD 2-RAIL GUARDRAIL DETAILS28 S-6 TYPICAL LADDER DETAILS29 S-7 PIPE SUPPORT DETAILS30 S-8 CHEMICAL AND ELECTRICAL BUILDING FOUNDATION AND ROOF PLAN31 S-9 CHEMICAL AND ELECTRICAL BUILDING SECTIONS32 S-10 CHEMICAL AND ELECTRICAL BUILDING SECTIONS AND DETAILS33 S-11 FE/MN VESSEL & PERIMETER WALL FOUNDATION PLAN34 S-12 FE/MN VESSEL & PERIMETER WALL SECTIONS35 S-13 BACKWASH RESERVOIR FOUNDATION PLAN36 S-14 BACKWASH RESERVOIR SECTIONS37 S-15 EMERGENCY GENERATOR PLAN & SECTION38 S-16 SUBMERSIBLE WELL PUMP PLAN AND SECTION

MECHANICAL

39 M-1 CHEMICAL AND ELECTRICAL BUILDING PLAN40 M-2 CHEMICAL AND ELECTRICAL BUILDING SECTIONS AND DETAILS41 M-3 FE/MN VESSELS PIPING AND EQUIPMENT PLAN42 M-4 FE/MN VESSELS PIPING AND EQUIPMENT SECTIONS AND DETAILS43 M-5 BACKWASH RESERVOIR PLAN44 M-6 BACKWASH RESERVOIR SECTIONS AND DETAILS45 M-7 ENGINE GENERATOR PLAN46 M-8 SUBMERSIBLE WELL PUMP PLAN AND SECTION47 M-9 MISCELLANEOUS DETAILS I48 M-10 MISCELLANEOUS DETAILS II

HVAC

49 H-1 PLUMBING AND HVAC - LEGEND, ABBREVIATIONS , AND GENERAL NOTES50 H-2 PLUMBING - CHEMICAL AND ELECTRICAL BUILDING OPERATING FLOOR PLAN51 H-3 PLUMBING - SCHEDULES AND DETAILS52 H-4 HVAC - CHEMICAL AND ELECTRICAL BUILDING OPERATING FLOOR PLAN53 H-5 HVAC - SCHEDULE, SEQUENCE OF OPERATION AND DETAIL

ELECTRICAL

54 E-1 LEGEND AND ABBREVIATIONS55 E-2 SITE PLAN, DUCT BANK SECTIONS AND DETAILS56 E-3 PDFD & MCC ONE-LINE DIAGRAMS57 E-4 TREATMENT AND CONTROL CONTROL BUILDING POWER AND LIGHTING PLAN58 E-5 EMERGENCY GENERATOR AND BW RESERVOIR ONE LINE DIAGRAM59 E-6 RTU AND MISCELLANEOUS ONE-LINE DIAGRAMS AND SCHEMATICS60 E-7 SCHEMATICS61 E-8 MISCELLANEOUS DETAILS AND LIGHTING FIXTURE & PANELBOARD SCHEDULES62 E-9 MISCELLANEOUS DETAILS AND LIGHTING FIXTURE & PANELBOARD SCHEDULES63 E-10 TITLE 24 CALCULATIONS64 E-11 TITLE 24 CALCULATIONS65 E-12 TITLE 24 CALCULATIONS

INSTRUMENTATION

66 I-1 P&ID - LEGEND & ABBREVIATIONS (1 OF 3)67 I-2 P&ID - LEGEND & ABBREVIATIONS (2 OF 3)68 I-3 P&ID - LEGEND & ABBREVIATIONS (3 OF 3)69 I-4 P&ID - GROUND WATER WELL70 I-5 P&ID - RESIDUALS HANDLING AND DECANT HANDLING71 I-6 P&ID - SODIUM HYPOCHLORITE STORAGE AND FEED SYSTEM72 I-7 P&ID - ENGINE GENERATOR73 I-8 P&ID - INSTRUMENT INSTALL DETAILS

APPROVED BY: ENGINEERING MANAGER DATE

D7065

PROJECT NO.

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

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DWG VER:

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ISSUED FOR BID


O'NEILL RANCH WTP

GENERAL

LEGEND AND ABBREVIATIONS

SHEET 1 OF 2

G-22 73

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DUN57072, 4/18/2013 10:32:10 AM

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ABBREVIATIONS

NOTES:1. REFER TO DWGS H-1 & I-1 TO I-3 FOR

ADDITIONAL 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 AUXILIARYAWG AMERICAN WIRE GAGE

B BEAMBC BEGIN CURVEBD BOARDBF BLIND FLANGEBHP BRAKE HORSEPOWERBKR BREAKERBLDG BUILDINGBLK BLOCKBM 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 TRANSFORMERCS 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 DRAINDS 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 BIBBHGT HEIGHTHH HANDHOLEHLS HIGH LEVEL SWITCHHMD HOLLOW METAL DOORHORIZ HORIZONTALHP HIGH POINT, HORSEPOWERHS HIGH STRENGTHHVAC HEATING,VENTILATING AND AIR CONDITIONINGHW HOT WATERHWY 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 NEUTRALNOM 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 RIGHTR/W RIGHT OF WAY

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

D7065

PROJECT NO.

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

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NOT TO FULL SCALE

0 11/2

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NO.

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BY

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DATE

SAVED:

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GENERAL

LEGEND AND ABBREVIATIONS

SHEET 2 OF 2

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DUN57072, 8/26/2013 10:04:27 AM

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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)

NOTES:1. REFER TO DWGS H-1 & I-1 TO I-3 FOR

ADDITIONAL LEGENDS AND ABBREVIATIONS.

PH

AC PAVING (SECTION VIEW)

SS SANITARY SEWER

EXIST ELECT POLE

SLURRY SEAL

NaOCLTANK

RAW WATER

RECLAIMWATER

RECLAIMPUMP

OVERFLOWTO CREEKOUTFALL

SOLIDS PUMP

TO COUNTY OFSANTA CRUZ

SANITARY SEWER

TO SQCWDDISTRIBUTION

SYSTEM

TO TIE-INLOCATION

BETWEEN SCWDAND SQCWD

DISTRIBUTIONSYSTEM

BACKWASHWASTE

SURGERELIEF

PLANTWATER

BACKWASHSUPPLY

TREATEDWATER

NaOCLTANK

(FUTURE)

SLUDGE

SOLIDSCOLLECTIONMANHOLE

WASHWATER

PUMP TO WASTE

PUMPTO

WASTE

RECLAIM TO WASTE

(FUTURE)

NOCL FEED

PUMP TO WASTE

ITEMS IN BOX SHALLBE FURNISHED BYFILTER SUPPLIER (TYP)

TO SCWDDISTRIBUTION

SYSTEM

SURFACEWASH

SUMP

D7065

PROJECT NO.

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

SHEETOF


NOT TO FULL SCALE

0 11/2

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NO.

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BY

XREF3:

XREF2:

XREF1:

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DWG VER:

DATE

SAVED:

PLOTTED:

USER:

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O'NEILL RANCH WTP

GENERAL

PROCESS FLOW DIAGRAM

G-44 73

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DUN57072, 6/3/2013 8:56:20 AM

PW-BP, 9/4/2013 4:52:37 PM

NOTES:

1. REFER TO DRAWINGS I-4 THRU I-6 FORADDITIONAL PROCESS DETAILS.

300

275

250

150

125

0

-550

EL 293±

ELEVATIONS

SEE NOTE 1

EL 286.5±

EL 263.1±

MAX HGL (NOTE 2A)

HIGH WATER EL = 244±

UPPER GROUNDWATER EL 5.1± (NOTE 3)

MAX DRAW DOWN EL -58.1± (NOTE 3)

MAX DRAW DOWN (63.3 FT) (NOTE 3)

O'NEILL RANCHWELL ANDWELL PUMP

TOTAL WELL DRILLED DEPTH EL -547.1±

TOP OF WELL EL 118.1±

FE/MN REMOVALFILTRATION SYSTEM

EXIST SERVICEAREA I TANKS

EL 118.5±

CL EL 113.5 (NOTE 5)

SQCWD DISTRIBUTIONPIPE (NOTE 4)

TREATEDWATERDISCHARGE

EL 261.9± (NOTE 4)

MIN HGL (NOTE 2B)

EL 242.8±EL 239.8±

EL 232.8± EL 232.1± (NOTE 4)

LOW WATER EL = 229±

HGL AT PUMPBOWL OUTLET HGL AT FILTER

SKID INLETCONNECTION

HGL AT FILTERSKID DISCHARGECONNECTION

HGL AT CONNECTIONW/ TREATED WATERPIPELINE IN SOQUEL DRIVE

TREATED WATERDISTRIBUTION PIPELINEIN SOQUEL DRIVE

D7065

PROJECT NO.

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

SHEETOF


NOT TO FULL SCALE

0 11/2

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O'NEILL RANCH WTP

GENERAL

HYDRAULIC PROFILE AND DESIGN CRITERIA

G-55 73

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DESIGN CRITERIA

WTP & WELL DESIGN

FLOW RANGE: 550 TO 650 GPM (605 TO 715 GPM INCLUDING 10% RECYCLE RATE)

FE/MN REMOVAL FILTRATION SYSTEM

DESIGN FILTER LOADING RATE = 5 GPM/FT

AVERAGE FILTER RUN TIME = 12-15 HRS/DAY

2

MINIMUM BACKWASH LOADING RATE = 12 GPM/FT

BACKWASH DURATION = 10 MINUTES EACH VESSEL

FILTER CONFIGURATION = VERTICAL VESSELS

2

BACKWASH BASIN AND RECLAIM SYSTEM

STORAGE VOLUME = 44,500 GALLONS

OPERATING DEPTH = 14-FT

RECLAIM SYSTEMLIMITATION = 10% OF WELL PUMP CAPACITYFLOATING DECANTER INTAKE W/GUIDERAIL SYSTEM

BACKWASH SOLIDS REMOVAL

SETTLED SOLIDS WILL BE PUMPED TO THE COUNTY OF SANTA CRUZSEWER SYSTEM ONCE DECANTING IS COMPLETE

SOLIDS PUMP WILL BE A GUIDERAIL MOUNTED SUBMERSIBLE PUMPWITH A 125 GPM CAPACITY FOR 60 MINUTES (MAX).

HYDRAULIC PROFILE

1. ALL ELEVATIONS ARE BASED ON VERTICAL DATUM NGVD29.

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

A) MAX HGL: 650 GPM FROM WELL PUMP AND 1736 GPM FROM FUTURE CITY OF SANTA CRUZ INTER-TIE, 1100 GPM FROM MCGREGOR PUMP STATION, 1199 GPM FROM MAIN STREET WELL AND 887 GPM FROM ROSEDALE WELL. INCLUDES HIGH TANK ELEVATION. INCLUDES MAX FILTER PRESSURE LOSS OF 10-PSI.

B) MIN HGL: 550 GPM FROM WELL PUMP AND 0 GPM FROM FUTURE CITY OF SANTA CRUZ INTER-TIE, 0 GPM FROM MCGREGOR PUMP STATION, 0 GPM FROM MAIN STREET WELL AND O GPM FROM ROSEDALE WELL. INCLUDES LOW TANK ELEVATION. INCLUDES NORMAL FILTER PRESSURE LOSS OF 2-PSI.

3. GROUNDWATER ELEVATIONS BASED ON INFORMATION PROVIDED INTHE WELL DEVELOPMENT REPORT BY HYDROMETRICS.

4. HYDRAULIC ANALYSIS OF DISTRIBUTION SYSTEM PROVIDED BY AKELENGINEERING GROUP, INC.

5. NEW TREATED WATER DISTRIBUTION PIPELINE CL EL VARIES FROMEL 113.5 TO EL 31.16± BETWEEN WTP AND PORTER STREET ALONGSOQUEL DRIVE.

NOTES:

SCALE: NO SCALE

DESIGN OPERATION578 GPM FOR 15 HOURS

D7065

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O'NEILL RANCH WTP

CIVIL

GENERAL NOTES FOR CIVIL DRAWINGS

C-16 73

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1. HORIZONTAL CONTROL: COORDINATES ARE BASED ON NAD83. COORDINATES ON STRUCTURES DEPICT THE EXTERIOR FACE OF THE CONCRETE SUBSTRUCTURE FOUNDATION WALL OR FOOTING WALL.

2. VERTICAL CONTROL: ELEVATIONS ARE BASED ON NGVD29. BENCHMARKS AND/OR STRUCTURE ELEVATIONS FROM EXISTING SURVEYS OR REFERENCE DRAWINGS MAY RESULT IN VARIANCES WITH ELEVATIONS INDICATED ON THE DRAWINGS FOR EXISTING FACILITIES.

3. BASED ON FEMA MAP ITEM 06087CO352E (EFFECTIVE DATE MAY 16, 2012), THE WTP SITE IS NOT LOCATED WITHIN A FEMA 100-YEAR FLOODPLAIN.

4. EXISTING UTILITIES AND STRUCTURES (UNDERGROUND, SURFACE, OR OVERHEAD) ARE INDICATED ONLY TO THE EXTENT THAT SUCH INFORMATION WAS KNOWN, OR MADE AVAILABLE TO, OR DISCOVERED BY THE ENGINEER IN PREPARING THE DRAWINGS. THE LOCATIONS, CONFIGURATIONS, AND ELEVATIONS OF SUBSURFACE FACILITIES AND UTILITIES ARE APPROXIMATE, AND NOT ALL UTILITIES AND FACILITIES MAY BE INDICATED. OVERHEAD UTILITIES ARE NOT INDICATED IN ARCHITECTURAL ELEVATIONS, PROFILE OR SECTION DRAWINGS. THE ENGINEERING INVESTIGATIONS, LOCATION, AND DESIGNATION OF SUBSURFACE UTILITIES INDICATED IN THESE CONTRACT DOCUMENTS HAS BEEN PERFORMED TO QUALITY LEVEL C IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRINCIPLES AND PRACTICES AS OUTLINED IN ASCE STANDARD AND GUIDELINE BULLETIN CI/ASCE 38-02 UNLESS OTHERWISE DESIGNATED. WHERE SUCH ACTIVITIES HAVE BEEN TO A HIGHER LEVEL OF QUALITY, THE HIGHER QUALITY LEVEL FOR THE AFFECTED AREAS IS INDICATED IN THE CONTRACT DOCUMENTS.

5. "SCREENED" (LIGHT) DELINEATION INDICATED ON THE DRAWINGS DENOTES EXISTING FACILITIES. "SCREENED" INFORMATION WAS TAKEN FROM EXISTING CONSTRUCTION DRAWINGS AND DATA, IS FOR REFERENCE ONLY, AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE ORDERING OF MATERIALS AND BEGINNING OF CONSTRUCTION. "BOLD" DELINEATION IS NEW WORK TO BE CONSTRUCTED UNDER THIS CONTRACT.

6. CONTRACTOR'S STAGING, PARKING AND MATERIAL STORAGE SHALL BE LIMITED TO THE SPACE(S) DESIGNATED ON THE DRAWINGS. PROVIDING ADDITIONAL STORAGE OR PARKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

7. CALL BEFORE YOU DIG. CONTRACTOR SHALL VERIFY PRECISE LOCATIONS AND ELEVATIONS OF ALL UTILITIES AND STRUCTURES, WHETHER INDICATED ON THE DRAWINGS OR NOT, IN THE FIELD IN ADVANCE OF EXCAVATING, BY CONTACTING ALL UTILITIES AND OTHER AGENCIES, AND BY PROSPECTING. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL, DEMOLITION, RECONSTRUCTION, AND RECONNECTION OF EXISTING FACILITIES AS REQUIRED TO COMPLETE THE WORK. IF REQUIRED AFTER FIELD VERIFICATION, CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO DETERMINE ANY NECESSARY MODIFICATIONS TO PROPOSED NEW WORK.

8. BEFORE CONSTRUCTION IS STARTED, CONTRACTOR SHALL COORDINATE WITH THE OWNER OF EACH UTILITY AND DEFINE THE REQUIREMENTS AND METHODS TO ACCOMMODATE THE PROTECTION, TEMPORARY SUPPORT, ADJUSTMENT, OR RELOCATION OF ANY UTILITIES AFFECTED BY THE PROPOSED NEW WORK.

9. CONTRACTOR SHALL COMPLY WITH THE GOVERNING AGENCY NPDES CONSTRUCTION REQUIREMENTS, AND SHALL PROVIDE APPROPRIATE MITIGATION MEASURES OR PROTECTION AND RESTORATION AT ALL LOCATIONS AS REQUIRED BY THEIR OPERATIONS, AND AS DIRECTED BY ENGINEER. SPECIAL CONSTRUCTION REQUIREMENTS, TEMPORARY PROTECTIVE FENCING OR BARRICADES, SHEETING, SHORING, EROSION PROTECTION, AND SURFACE RESTORATION AT CERTAIN LOCATIONS ARE INDICATED ON THE DRAWINGS TO BRING CONTRACTOR'S ATTENTION TO SENSITIVE AREAS.

10. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. MONUMENTS AND SURVEY MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED BY A LICENSED CALIFORNIA SURVEYOR AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL PROVIDE SURVEYORS WITH AT LEAST 48 HOURS ADVANCED NOTICE OF CONSTRUCTION STAKING REQUIREMENTS.

11. THE LOCATION OF TEST HOLES AND POT HOLES INDICATED ON THE DRAWINGS IS APPROXIMATE. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT FOR ACTUAL TEST HOLE LOCATIONS AND THE FINDINGS OF THE GEOTECHNICAL INVESTIGATIONS.

12. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING TREES, SHRUBS, AND PLANTS UNLESS OTHERWISE NOTED.

13. CONTRACTOR SHALL INSTALL ALL PIPELINES, PAVING, WALKWAYS, AND CURB AND GUTTER AT A UNIFORM GRADE BETWEEN ELEVATIONS DEPICTED ON THE DRAWINGS.

14. FOR ALL SITE GRADING, SMOOTH PARABOLIC TRANSITIONS SHALL BE MADE BETWEEN CHANGES IN SLOPE. PARABOLIC ROUNDING SHALL APPLY TO ALL CUT AND FILL SECTIONS.

15. FINISHED GRADE ELEVATION AT THE BUILDING FACE, WHERE NOT ADJACENT TO PAVEMENT, SHALL BE APPROXIMATELY 6 INCHES BELOW FINISHED FLOOR ELEVATION UNLESS OTHERWISE NOTED. FINISHED GRADE ELEVATION ADJACENT TO BASINS SHALL BE APPROXIMATE AS INDICATED BY CONTOURS, OR AS REQUIRED TO MEET STAIR LANDINGS.

16. THE CONTRACTOR'S OPERATIONS SHALL CONFORM TO THE RULES AND REGULATIONS OF THE STATE CONSTRUCTION SAFETY ORDERS PERTAINING TO EXCAVATION AND TRENCHING.

17. RESTRAINED JOINTS SHALL BE PROVIDED FOR BURIED PIPING AS INDICATED ON THE DRAWINGS AND/OR AS SCHEDULED IN THE SPECIFICATIONS.

18. THE DRAWINGS INDICATE TYPES OF PIPE SUPPORT SYSTEMS AT VARIOUS LOCATIONS. HOWEVER, All PIPE SUPPORTS, HANGERS, BRACKETS, INSERTS OR BRACES ARE NOT SHOWN. CONTRACTOR SHALL REFER TO THE SPECIFICATIONS AND PROVIDE A COMPLETE SUPPORT SYSTEM AS REQUIRED.

19. THE TERM "PROPOSED" AS INDICATED ON THE DRAWINGS MEANS THE ITEM IS DESIGNED OR PLANNED TO BE PROVIDED BY OWNER OR OTHERS SEPARATE FROM THIS CONTRACT. THE TERM "FUTURE" AS INDICATED ON THE DRAWINGS REFERS TO THE ENGINEER'S INTERPRETATION OF THE ITEM FOR THE FUTURE, BASED ON AVAILABLE INFORMATION.

20. THE EXISTING TREATED WATER PIPELINES SHALL REMAIN IN OPERATION CONTINUOUSLY THROUGHOUT THE CONSTRUCTION ACTIVITIES. INDIVIDUAL WATER MAINS AND SERVICE PIPE CAN BE TAKEN OUT OF SERVICE FOR LIMITED PERIODS OF TIME TO FACILITATE CONSTRUCTION AS SPECIFIED IN THE CONTRACT DOCUMENTS.

21. STRUCTURES SUCH AS CURBS AND GUTTERS, CONCRETE AND ASPHALT DRIVES AND WALKWAYS, PAVING BRICKS, FENCING, RETAINING WALLS, ETC., CROSSED BY THE PIPELINE ARE NOT ALL INDICATED IN PROFILE. CONTRACTOR SHALL RESTORE ANY EXISTING STRUCTURES THAT ARE DISTURBED, DAMAGED OR REMOVED BY CONSTRUCTION.

22. CONTRACTOR SHALL REPLACE EXISTING PIPE CULVERTS THAT ARE REMOVED TO INSTALL THE NEW PIPELINE WITH NEW PIPE CULVERTS OF THE SAME SIZE, MATERIAL AND CONSTRUCTION AT THE SAME LOCATION AND INVERT ELEVATION AS THOSE THAT WERE REMOVED, AND SHAPE THE DITCH TO DRAIN WITH THE REPLACED CULVERT. CONTRACTOR SHALL PROVIDE ANY TEMPORARY CULVERTS THAT MAY BE REQUIRED FOR CONTRACTOR'S OPERATIONS. CONTRACTOR SHALL COORDINATE REMOVAL AND REPLACEMENT OF ANY CULVERTS WITHIN PUBLIC RIGHT-OF-WAY WITH THE REGULATING AGENCY.

23. HORIZONTAL STATIONING ALONG THE PIPELINE ALIGNMENT IS FOR LEVEL LINE MEASUREMENT AND FOR PAYMENT OF THE PIPELINES. CONTRACTOR SHALL PROVIDE THE ACTUAL PIPE LENGTH TO BE DETERMINED BY THE SLOPE OR CURVE ON WHICH THE PIPE IS INSTALLED.

24. MINIMUM PIPE COVER SHALL BE FROM THE EXISTING, PROPOSED, OR FUTURE GROUND SURFACE OR ROAD PROFILE, WHICHEVER GROUND SURFACE OR ROAD PROFILE IS APPLICABLE AS INDICATED ON THE DRAWINGS. IF THE PROPOSED GROUND SURFACE IS ABOVE THE EXISTING GROUND SURFACE INDICATED ON THE DRAWINGS AND IS NOT THE ACTUAL GROUND SURFACE AT THE TIME OF PIPELINE INSTALLATION, INSTALL THE PIPELINE TO PROVIDE MINIMUM PIPE COVER FROM THE ACTUAL GROUND SURFACE IF ACCEPTABLE TO THE ENGINEER. HIGH POINTS IN THE PIPELINE WILL NOT BE PERMITTED EXCEPT AT LOCATIONS OF AIR VALVES AS INDICATED ON THE DRAWINGS. REVIEW THE PIPELINE PROFILE REQUIREMENTS WITH THE ENGINEER PRIOR TO PREPARING LAYING SCHEDULES AND PERFORMING FIELD STAKING.

25. CONTRACTOR SHALL FIELD VERIFY PRECISE LOCATION, ELEVATION, AND ARRANGEMENT OF CONNECTIONS OF NEW PIPELINES WITH EXISTING PIPELINES BASED ON FIELD CONDITIONS, INCLUDING EXPOSING EXISTING PIPING PRIOR TO FABRICATING NEW PIPING. CONTRACTOR SHALL PROVIDE FITTINGS, ADAPTERS, SOLID SLEEVE CLOSURES, AND HARNESSED MECHANICAL COUPLING; ROTATE FITTINGS; DEFLECT JOINTS; AND MODIFY EXISTING PIPING AS APPLICABLE AND AS REQUIRED TO MAKE CONNECTIONS, INCLUDING ADJUSTMENTS FOR ANY OFFSETS IN CENTERLINE ELEVATIONS BETWEEN PIPELINES. CONTRACTOR SHALL PROVIDE TEMPORARY PLUG WITH FACTORY OUTLET SIZED AS REQUIRED FOR CONTRACTOR'S TESTING AND DISINFECTION WORK BEFORE MAKING CONNECTION, WHEN APPLICABLE. CONTRACTOR SHALL COORDINATE MAKING EACH CONNECTION WITH THE OWNER.

26. ALL DIP SHALL BE PROTECTED WITH A MINIMUM OF ONE WRAP OF POLYETHYLENE ENCASEMENT. LOCATIONS WHERE DIP IS TO BE DOUBLE WRAPPED WITH POLYETHYLENE ENCASEMENT, AND PCCP IS TO BE WRAPPED (SINGLE OR DOUBLE) WITH POLYETHYLENE ENCASEMENT ARE SPECIFIED AND INDICATED ON THE DRAWINGS.

27. THE CONTRACTOR SHALL NOTIFY THE CHIEF ENGINEER OF THE SOQUEL CREEK WATER DISTRICT A MINIMUM OF 2 WORKING DAYS PRIOR TO COMMENCING THE WORK.

28. THE CONTRACTOR SHALL SCHEDULE ALL INSPECTIONS WITH THE SOQUEL CREEK WATER DISTRICT A MINIMUM OF 24 HOURS IN ADVANCE OF NEEDING SUCH INSPECTION.

29. ONLY AUTHORIZED PERSONNEL OF THE SOQUEL CREEK WATER DISTRICT SHALL OPERATE EXISTING DISTRIBUTION SYSTEM VALVES.

30. SYSTEM SHUTDOWNS FOR THE INTERCONNECTION OF NEW IMPROVEMENTS TO THE EXISTING SYSTEM SHALL BE SCHEDULED WITH THE SOQUEL CREEK WATER DISTRICT A MINIMUM OF THREE WORKING DAYS IN ADVANCE FOR RESIDENTIAL AREAS AND 5 WORKING DAYS IN ADVANCE FOR COMMERCIAL AREAS.

31. COUNTY OF SANTA CRUZ SANITATION DEPARTMENT DOES NOT LOCATE SEWER LATERALS. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL LATERALS THROUGHOUT PROJECT.

32. CONTRACTOR SHALL CONFORM TO THE RULES AND REGULATIONS OF THE STATE CONSTRUCTION SAFETY ORDERS PERTAINING TO EXCAVATION AND TRENCHING. CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR TRENCH SHORING DESIGN AND INSTALLATION.

33. CONTRACTOR SHALL PROVIDE PUBLIC SAFETY AND TRAFFIC CONTROL IN ACCORDANCE WITH REQUIREMENTS IN DIVISION 5 SPECIFICATION. CONTRACTOR SHALL PROVIDE SAFE VEHICLE AND PEDESTRIAN ACCESS AT ALL TIMES DURING CONSTRUCTION.

34. ALL STAGING AREAS AND/OR STORAGE AREAS FROM WHICH VEHICLES AND EQUIPMENT WOULD ENTER OR LEAVE A COUNTY ROADWAY ARE REQUIRED TO HAVE A COUNTY ENCROACHMENT PERMIT IN PLACE BEFORE ANY WORK BEGINS. STAGING AREAS SHALL BE APPROVED BY SQCWD AND SANTA CRUZ COUNTY.

35. EXCEPT FOR PERMITS OBTAINED BY SQCWD FOR THIS PROJECT, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PERMITS NECESSARY TO PERFORM THE WORK REFERENCED ON THESE PLANS FROM THE APPROPRIATE AGENCIES.

36. REFER TO DIVISION 5 SPECIFICATIONS FOR MITIGATION MONITORING PROGRAMS.

37. CONTRACTOR SHALL CONTROL DUST ACCORDING TO THE DIVISION 5 SPECIFICATIONS.

38. ALL SURPLUS AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE PUBLIC RIGHT-OF-WAY AND DISPOSED OF IN ACCORDANCE WITH ALL PERTINENT LAWS.

39. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ALL TRAFFIC STRIPING AND ROAD MARKINGS - INCLUDING, BUT NOT LIMITED TO, TURN ARROWS, STOP BARS, BIKE LANES, CENTER LINES, ETC.

40. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ALL TRAFFIC SENSING LOOPS DISTURBED BY THE WORK.

41. CONTRACTOR TO VERIFY WITH ENGINEER THE FINAL LOCATION OF ALL METERS AND MAIN LINE IF DIFFERENT FROM SHOWN ON THESE PLANS.

42. CONTRACTOR SHALL ABANDON ALL EXISTING VALVES ON ABANDONED WATER MAINS IN-PLACE (UNLESS SHOWN OTHERWISE ON THESE PLANS). REMOVE VALVE BOX AND EXTENSION, BACKFILL AND REPAIR PER SQCWD S-14.

43. NO FACILITY IS TO BE BACKFILLED UNTIL INSPECTED BY THE SOQUEL CREEK WATER DISTRICT.

44. ALL WATERWORKS RELATED CONSTRUCTION AS INDICATED IN THE SPECIFICATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS, STANDARD PLANS AND THE DIRECTIONS OF THE CHIEF ENGINEER OF THE SOQUEL CREEK WATER DISTRICT. A COPY OF THE SOQUEL CREEK WATER DISTRICT STANDARD SPECIFICATIONS AND STANDARD PLANS SHALL BE AVAILABLE ON THE JOBSITE AT ALL TIMES. COPIES MAY BE OBTAINED AT THE OFFICES OF THE SOQUEL CREEK WATER DISTRICT, 5180 SOQUEL DRIVE, SOQUEL, CA 95073.

45. THIS IS NOT A BOUNDARY OR TOPOGRAPHIC SURVEY. RIGHT-OF-WAY, IF SHOWN, IS COMPILED FROM RECORDED DATA AND RECONCILED TO BEST FIT RANDOM FOUND MONUMENTS. LOT LINES ARE GENERATED FROM ASSESSOR'S MAPS.

46. CONTRACTOR SHALL BEVEL ALL 10-INCH AND 12-INCH PVC ON INSIDE OF PIPE SPIGOT WHEN CONNECTING TO 10-INCH AND 12-INCH BUTTERFLY VALVES.

X

X

X

X

X

X

X

X

X

XX

X

O'NEILL RANCH WELLSEE DWG M-8 FORADDITIONAL INFORMATION

CHEMICAL ANDELECTRICALBLDG SEEDRAWING M-1

FE/MN VESSELSON SLAB OUTDOORSSEE DRAWING M-3

BW BASIN SEEDRAWING M-5

CMU PERIMETER WALLW/STUCCO FINISH

AND METAL COPING,SEE NOTE 1 & 13

18' WIDE DOUBLELEAF SWING GATE(MAIN ENTRANCE)

18' WIDE SLIDING GATEEMERGENCY ENTRANCE

CMU PERIMETERWALL (SEENOTE 1 & 13)

16" BASIN OVERFLOW PIPE,OUTFALL TO CREEK, SEEDRAWING C-3

13'

9'

28' TO CURB

T.O.C. EL

118.50

T.O.C. EL

118.50

T.O.C. EL

118.50

6" SS

CONNECT TOEXISTINGSS MANHOLEINV EL 109.0(NOTE 5)

6" SS

118.79 RIM108.4 INV

8'

NEW CHAIN LINKFENCE WITH FOREST GREENPRIVACY SLATS AND BARBEDWIRE (NOTE 3,4)

REMOVE TEMPORARY CHAIN LINKFENCE AND GATE, SEE NOTE 3

DEMOLISH CMU RETAININGWALL FOR DRIVEWAY

10" TREATED WATERABOVE GROUND

10" SURGERELIEF

PL

8" PUMPTO WASTE

6" BACKWASHWATER WASTE

SEE PIPELINE PROFILEDRAWING FOR CONTINUATION

45° BENDCL EL 112.8N 1821433.76E 6134017.10

REMOVABLEBOLLARD (TYP)

8" RW

9" THICK CAL TRANSCLASS NO.3 RIP RAPOVER FILTER FABRIC

CRUSHED ROCKSURFACING OVERFILTER FABRICPER SPECS (TYP)

EXISTING INSTALLED FENCE.LIMITS OF CONTRACTOR'S TEMPORARYADDITIONAL AVAILABLE STAGING AREA.REFER TO SPECS FOR CONTRACTOR'SCONSTRAINTS AND REQUIREMENTS.

EDGE OFPAVEMENT

SIDEWALK

SIDEWALK

SIDEWALK & TYPE A DRIVEWAY INACCORDANCE W/COUNTY OF SANTACRUZ LATEST CONSTRUCTIONSTANDARDS (TYP 2)

MAINENTRANCE

18" TW-DIP

SEE ENLARGEDPLAN THIS SHEET

10" TW

6" TO CITYWATER LINE

FUTURE 18" TIE-INFROM CITY.NOT IN CONTRACT

REMOVABLEBOLLARD (TYP)

NOTE 6

VALLEY GUTTER

T.O.C. EL

119.75

GENERATOR PAD,SEE DWG M-7

SEE NOTE 7FOR EXCAVATIONCONTRAINTSFOR BW BASIN

REMOVE 4"Ø TREES AND PLANTERBOXES (TYP 5). SEE NOTE 8.

EX 10"W CITYOF SANTA CRUZ

NOTE 9

B-1

B-2

B-3

B-4

B-5

4'Ø MHRIM 118.676" INV IN = 110.326" INV OUT = 110.22N 1821374.45E 6134068.80

NOTE 6

4' SINGLE LEAFMAN GATE PERDISTRICT STANDARDSW/LATCH AND PADLOCK HOLE

1/2" SPL INSIDEOF 2" CPVC CARRIERPIPE (TYP 2)

CLEANOUT(TYP 2)

4" CRW(NOTE 10)

9" THICK CAL TRANSCLASS NO.3 RIP RAPOVER FILTER FABRICBETWEEN CURB & ROCKSWALE

SLURRY SEAL(NOTE 12)

66'-10"

2'-8"

N 1821417.20E 6134029.28

10'-6"

10'-6"

40'± TO FU

TURE COUNT

Y

BUS STOP C

URB RETURN

8'-6"

8'-0"

SOQUEL DRIVE

EX ELECT POLE

EX CMU WALL

NOTE 6

REMOVABLE BOLLARD(TYP)

NOTE 13

PL

PL

EX ELECT POLE

4" DR-DIP

45° BENDCL EL 112.47N 1821438.08E 6134006.94

8"X8"X4" WYECL EL 112.6N 1821434.07E 6134010.59

CL EL 112.8

BURIED 4" GATE VALVEPER DISTRICT STD DWGNO. S-6 & DISTRICTSPECIFICATION SECTION 307

12" SD INV EL 112.58

12" SD-DIP

12" SD INVEL 112.00

1-

1-

14'-0"

18" BFV

18"X6" RED

FM

6" TW-DIP

6" WILKINSMODEL 375OR EQUAL

VBF-291

VBF-290FROMWTP

TOSCWD

TOSQCWD

RESTRAINEDDISMANTLING

JOINT

10"X18"INC RED

AVR-277

BFR-294

18" TW-DIP

BURIED VALVE ASSEMBLYPER DISTRICT STD DWG NO.S-6

(TYP ALL BURIED VALVES)

FE-293

10" BFV

FM

18" TW-DIP

FG EL 118.75± 2'-0"

6" CITYWATER PIPE

2'-6"MIN

6" TW-DIP

2'-6"MIN

AVR ROUTE DRAINTO 6 ABOVE GROUND

18"TEE

FROM WTP

CL EL 114.00

CL EL 111.25

TO SCWD

CL EL 114.5

FG=118.3±

RESTRAINED JOINT(TYP ALL BURIED PIPE)

18" TEE

1" TAP W/BALL VALVE

8'-6"

NOTE 13

STUCCOFINISH

AND METALCOPING

(NOTE 1)

D7065

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O'NEILL RANCH WTP

CIVIL

SITE PLAN, YARD PIPING PLAN

C-27 73

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SCALE: 1" = 10'

NOTES:

1. COLOR OF STUCCO FINISH TO MATCH THE ADJACENT SHOPPING MALLSTRUCTURE ON THE COUNTY LAND. PROVIDE ANTI-GRAFFITI COATINGON STUCCO FINISH (TYP).

2. SEE SHEET C-1 FOR GENERAL CIVIL NOTES.

3. REMOVE EXISTING TEMPORARY CONSTRUCTION FENCE AND SILT FENCEAROUND THE SITE PERIMETER ONCE NEW FENCE IS INSTALLED. NEWFENCE SHALL BE INSTALLED INSIDE OF EXISTING TEMPORARY FENCEAND EXISTING SILT FENCE.

4. NEW CHAIN LINK FENCE SHALL BE INSTALLED IN ACCORDANCE WITHSQCWD STANDARD DETAIL S-5 W/ THE ADDITION OF PRIVACY SLATSAND FOREST GREEN COATING.

5. CORE DRILL THROUGH EXIST MANHOLE AND CONNECT 6" SANITARYSEWER IN ACCORDANCE WITH THE CURRENT COUNTY OF SANTA CRUZSTANDARD DETAIL FIG SS-4. REFER TO DIVISION 5 FOR ADDITIONALCOORDINATION DETAILS.

6. NO CONSTRUCTION SHALL EXTEND BEYOND TEMPORARY STAGING AREA,AND THE OWNER'S PROPERTY LINE EXCEPT AREAS SHOWN TO REQUIREMINOR GRADING ON DWG C-4. ONLY CONSTRUCTION RELATED TO THECREEK OUTFALL WILL BE ALLOWED TO EXTEND BEYOND THE PERMANENTPERIMETER FENCE. ALL OTHER WTP CONSTRUCTION SHALL BECONFIRMED WITHIN THE BOUNDARIES OF THE PERIMETER FENCE.

7. CONTRACTOR SHALL PROVIDE A SHORING SYSTEM ALONG THE WEST,NORTH AND SOUTH SIDES OF THE BW BASIN. A CONTRACTOR PROVIDEDCUT SLOPE OR SHORING SYSTEM MAY BE USED ALONG THE SOUTH SIDEOF THE BASIN. SEE SPEC 02200 AND DWG S-14 FOR ADDITIONALDETAILS.

8. IRRIGATION & DRAIN PIPING AT EACH PLANTER BOX SHALL BEPLUGGED. IRRIGATION PIPING SHALL ALSO BE REROUTED ASNECESSARY TO SUPPLY WATER TO OTHER AREAS THAT REQUIREIRRIGATION PER COUNTY STANDARDS. SEE LANDSCAPING PLAN (DWGL-1) FOR ADDITIONAL DETAILS.

9. CONTRACTOR SHALL EXTEND CMU WALL DEMO TO ONE FULL CMU BLOCKCOURSE BEYOND LIMIT OF PAVEMENT & REPLACE W/ NEW TAN CMUBLOCKS UP TO PAVEMENT EDGE. CONTRACTOR SHALL MATCH NEW CMUBLOCKS AND TOP CAP W/ EXISTING WALL.

10. MAINTAIN CONSTANT DOWN SLOPE BETWEEN BLDG AND MANHOLE FOR THE4" CRW.

11. = APPROXIMATE LOCATION OF EXIST GEOTECHNICAL BORE HOLES.

12. A TYPE II SLURRY SEAL SHALL BE APPLIED TO ROADWAY ALONGPIPELINE ALIGNMENT. SEE DIVISION 5 SPECIFICATION FOR MOREDETAILS.

13. PROVIDE WATER REPELLANT COATING TO INSIDE OF CMU WALL (TYP).

1"=10'

10' 20'10'0

ENLARGED PLAN1/4" = 1'-0"

SECTION 1-1/4" = 1'-0"

X

X

X

XX

X

27'±

40'±

22.5°

PROTECT TREEIN-PLACE (NOTE 2)

PROTECT TREEIN-PLACE (NOTE 2)

16" HDPE OUTFALL(NOTE 1 & 5)

DAYLIGHT OUTFALL AT PIPEINV EL 111.0± AND ROUTEPIPE ABOVE GRADE

LINE EXISTING CREEKOUTFALL W/ FILTER

FABRIC AND CAL TRANSRIP RAP TO LIMITSSHOWN. SEE NOTE 7.

1-

76EX CHANNELWIDTH

RIP RAP WIDTH(NOTE 6)

ELBOW/DEFLECTIONAS REQUIRED(NOTE 1)(TYP)

PIPE SUPPORT(TYP 2)

PIPEANCHOR

7'±

SEE NOTE 8

RESTAINED MECHANICAL COUPLINGPER HDPE SPECIFICATION

APPROX.EXISTGRADE

16" HDPE OUTFALL ALONGCHANNEL SIDE WALL(NOTE 1 & 5)

END RIP RAPAT EL 77

27'±DAYLIGHT

OUTFALL/HORIZONTALDEFLECTION

SEE NOTE 7

PROVIDE COMPACTED FILLTO FILL VOID SPACEBETWEEN PIPE ANDEXISTING GRADE (TYP)

16" DIPOUTFALL

OUTLET FROMBW BASINOVERFLOWSUMP, SEE

DWG M-5

INV EL 111.83

CONSTANTDOWN SLOPE

DAYLIGHT AT PIPEINV EL 111±

PIPE ANCHOR

SEE NOTE 8

SEE NOTE 9

APPROX. EXISTGRADE OF CHANNELSIDE WALL

VERTICAL DOWNWARDAS REQUIRED

PIPE SUPPORT(TYP 2)

1'-0"(TYP)

2'-6"

RESTRAINED MECHANICALCOUPLING PER HDPESPECIFICATION (TYP 2)

2'-0"

1'-6"±

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:

FD7000_PW


ISSUED FOR BID


O'NEILL RANCH WTP

CIVIL

CREEK OUTFALL PLAN AND SECTION

C-38 73

178110

AS

JAD

JWB

AS

9/9/2013

M-OUTFALL-PL.dwg

M-OUTFALL-SCTN.dwg

M-SITE-PL.dwg

E-STAKING.dwg

1000

PWADMIN

PW FILE: C-3.dwg

9/9/2013

ISSUED FOR BID

1JWW

JWB

AS

DUN57072, 9/4/2013 10:20:49 AM

PW-BP, 9/4/2013 4:53:54 PM

SCALE: 1" = 10'

NOTES:

1. ALIGNMENT OF OUTFALL IS APPROXIMATE AND SHALL BE FIELD COORDINATED W/THE CONSTRUCTION MANAGER. BENDS, ELBOWS, AND DEFLECTIONS SHALL BEPROVIDED AS REQUIRED.

2. ALIGNMENT OF OUTFALL SHALL AVOID TREES.

3. HABITAT DISTURBED DURING OUTFALL PIPE INSTALLATION SHALL BE SEEDED INACCORDANCE W/ SAME SEED MIX APPROVED BY COUNTY AS REQUIRED IN DWG L-1.

4. REFER TO DWG C-1 FOR VERTICAL DATUM AND ADDITIONAL GENERAL CIVIL NOTES.

5. ALL JOINTS FOR OUTFALL PIPE SHALL BE RESTRAINED.

6. RIP RAP WIDTH SHALL EXTEND THE WIDTH OF THE CHANNEL/RAVINE BOTTOM FROMEL 82 TO EL 77.

7. LINE BOTTOM OF EXISTING CHANNEL W/ CAL TRANS RSP CLASS NO.2 (15" MINTHICKNESS) OVER FILTER FABRIC.

8. ROUTE OUTFALL PIPE INTO CHANNEL TO GROUND AT EL 80± AND PROVIDE16"X16"X16" FLANGED TEE W/ FLANGED DUCKBILL STYLE CHECK VALVE (TYP2).

9. VERTICAL ELBOW AS REQUIRED. PROVIDE PIPE ANCHOR SUPPORT AT ELBOW PERDETAIL E, S-7.

1"=10'

10' 20'10'0

SECTION 1-1/8" = 1'-0"

X

X

X

X

X

X

X

X

X

XX

X

CMU PERIMETER WALLW/STUCCO FINISH

CMU PERIMETER WALLW/ STUCCO FINISH

13'

9'

28' TO CURB

T.O.C. EL

118.50

T.O.C. EL

118.50

T.O.C. EL

118.50

8'

PL

LIMITS OF CONTRACTOR'S TEMPORARYADDITIONAL AVAILABLE STAGING AREA.REFER TO SPECS FOR CONTRACTOR'SCONSTRAINTS AND REQUIREMENTS.

EDGE OFPAVEMENT

SIDEWALK

SIDEWALK

FG 118.0

FG 118.0

FG 116.25

FG 118.0

FG 115.2

FG 117.5

FG 116.25

FG 117.4

FG 117.9

FG 118.5

FG 116.0

FG 117.8

FG 118.5

FG 118.5

FG 118.5

FG 119.0

FG 118.0

FG 118.0

FG 118.25

FG 118.5

FG 118.5

FG 119.75± (NOTE 6)

FG 119.5± (NOTE 6)

FG 118.9± (NOTE 6)FG 118.5± (NOTE 6)

FG 119.75

FG 119.1FG 119.1

FG 120.0

FG 119.75GRADE BREA

K

GRADE BREA

K

VALLEY GUTTER(NOTE 4)

CONCRETE CURB

CONCRETE CURB

VALLEY GUTTER(NOTE 4)

AC PAVING

3'-0" SET

BACK

FROM PROPE

RTY LINE

FG 116.8

FLOWLINE114

T.O.C. EL

119.75

1C-11

1C-11

2C-11

2C-11

EX ELECT POLE

FG 118.2

FG 118.8

FG 118.8

116117

MINOR RE-GRADING

116

117

115

117

117

118

119

118 N 1821361.14

E 6134066.81

N 1821365.29E 6134084.33

N 1821372.89E 6134116.42

N 1821354.65E 6134039.40

N 1821350.50E 6134021.89

N 1821365.28E 6134060.53

N 1821367.62E 6134039.94

N 1821363.41E 6134037.33

N 1821359.26E 6134019.81

N 1821342.32E 6133987.34

N 1821432.53E 6133966.07

N 1821444.06E 6133986.71

N 1821442.93E 6134006.91

N 1821424.97E 6134043.45

N 1821408.48E 6134092.66

N 1821381.16E 6134114.46

N 1821396.37E 6134013.10

N 1821416.84E 6134006.22

N 1821371.45E 6134014.87

N 1821389.64E 6133984.55

N 1821412.88E 6133973.08

N 1821429.88E 6133974.38

12'

12'

55°'

55°'

N 1821441.10E 6133977.13

N 1821428.36E 6134003.50

N 1821409.98E 6134082.63

N 1821395.75E 6134104.63

SOQUEL DRIVE

FG 115.2

EXTEND CONC CURB 3'-0" FROM VAULTTYP BOTH SIDES OF VALLEY GUTTER

N 1821428.93E 6133967.43

N 1821432.54E 6133969.66

DROP INLETTOC = 116.0

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:

FD7000_PW


ISSUED FOR BID


O'NEILL RANCH WTP

CIVIL

GRADING AND PAVING PLAN

C-49 73

178110

AS

JAD

JWB

AS

9/9/2013

E-TOPO.dwg

M-SITE-PL.dwg

M-SWP-PL.dwg

BORDER.dwg

1000

PWADMIN

PW FILE: C-4.dwg

9/9/2013

ISSUED FOR BID

1JWW

JWB

AS

DUN57072, 8/29/2013 1:48:13 PM

PW-BP, 9/4/2013 4:54:14 PM

SCALE: 1" = 10'

NOTES:

1. REFER TO SHEET C-1 FOR GENERAL CIVIL NOTES.

2. FINISHED GRADES AND SLOPES SHALL BE CONSTANT BETWEEN FINISHEDGRADE LOCATIONS SHOWN.

3. REPRESENTS SLOPE TO DRAIN.

4. SWALE AND VALLEY GUTTER SHALL HAVE CONSTANT SLOPES BETWEENFINISHED GRADE POINTS.

5. ALL ELEVATIONS ARE IN REFERENCE TO VERTICAL DATUM INDICATEDON SHEET C-1.

6. MATCH AC PAVEMENT W/EXIST CONCRETE SIDEWALK. FIELD CONFIRMSIDEWALK ELEVATIONS.

1"=10'

10' 20'10'0

18" 90° ELBOW

STA 1+40

CL EL 113.5

TRANSITION FROM

DIP TO PVC EX W

STA 2+21.5±

DEPTH TO

PIPE = 2.8'±

EX 8"SS

STA 2+30.5±

DEPTH TO

PIPE = 9.6'±

EX W

STA 3+12±

DEPTH TO

PIPE = 6'±

EX W

STA 3+14.5±

DEPTH TO

PIPE = 6'±

EX GAS

STA 4+24.5±

DEPTH UNKNOWN

EX 6"W

STA 4+86±

DEPTH OF

PIPE = 3'±

EX 4" TELE CONDUIT

STA 5+87±

DEPTH TO UTILITY 3.7±

EX 6"W

STA 6+83±

DEPTH OF

PIPE = 8'±

EXIST GRADE(APPROX)

18" TW-PVC

3'-6" (MIN COVER)NOTE 2

EX 8"SS

STA 2+84.5±

DEPTH TO

PIPE = 10'±

6" MIN CLR

6" MIN CLRTRENCH ZONE SHALL BE2 SACK SLURRY BACKFILLSIMILAR TO COUNTY STDFIG EP-1 (TYP OF PIPELINEIN ROADWAY)

PIPE ZONE SHALLCONFORM TO DISTRICTSTD DWG S-14 (TYPOF PIPELINE INROADWAY

1' MIN CLR

MAINTAIN DOWNWARD SLOPEBETWEEN CROSSINGS

6" MIN CLR


1' MIN CLR

CAUTION:BURIEDGAS MAIN

3'-6" (MIN)NOTE 2

EX 6"G

STA 6+87.5±

DEPTH OF

PIPE = 5.6'±

18" BFV

STA 4+95

18"X18"X12" TEE

STA 5+00

TEMPORARY CHLORINATIONTAP PER DIVISION 5REQUIREMENTS UPSTREAMOF 18" BFV (NOTE 8)

1C-11

1+50

2+00

2+50

3+00

3+50

4+00

4+50

5+00

5+50

6+00

6+50

7+00 7+50 8+00

18" TW-DIP(NOTE 5)

12'

18" TW-PVC(NOTE 6)

STA 6+9845° BEND

STA 7+38.73N 1821394.73E 6134602.39BCL=278.96Δ=13.9°R=1150

6" HOT TAPTO EXIST SCWD10" WATERLINEPER SCWD STDDETAIL 1 DWG

(NOTE 4)

EXISTPH 1

EXISTPH 2

EXISTPH 3

EXISTPH 4

EXISTPH 5

6" TW-DIP (NOTE 5)

N 1821290.85E 6134021.98

EX MH118.79 RIM108.4 INV


STA 6+7945° BEND

STA 6+68.511.25° BENDN 1821407.15E6134537.52

N 1821348.31E 6134275.55

EX TRAFFICLINES (TYP)

SOQUEL DRI

VE

DRIVEWAY TOSHOPPINGCOMPLEX

18" BURIED BFVPER DISTRICTSTD DWG S-6

STA 5+0018"X18"X12" TEE

12" BFV PERDISTRICT STDDWG S-6

2C-11

X

X

X

X

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:

FD7000_PW


ISSUED FOR BID


O'NEILL RANCH WTP

CIVIL

FINISHED WATER PIPELINE

PLAN AND PROFILE SHEET 1 OF 3

C-510 73

178110

JWW

JAD

JWB

AS

9/9/2013

E-STAKING.dwg

E-TOPO.dwg

C-SITE-PL.dwg

C-PIPE-PL.dwg

1000

PWADMIN

PW FILE: C-5.dwg

9/9/2013

ISSUED FOR BID

1JWW

JWB

AS

DUN57072, 8/29/2013 3:32:20 PM

PW-BP, 9/4/2013 4:54:36 PM

SCALE: 1" = 30'

SCALE: HORZ: 1" = 30' VERT: 1" = 6'

EL 140

EL 122

EL 116

EL 110

EL 104

EL 98

EL 92

EL 860+00 0+50 1+00 1+50 2+00 2+50 3+50 4+00 4+50 5+00 5+50 6+50 7+00 7+50

EL 128

3+00 6+00 8+00 8+50

EL 134

EL 122

EL 116

EL 110

EL 104

EL 98

EL 92

EL 84

EL 128

10'20'30' 0 30' 60'

1"=30'

EL 134

EL 140

NOTES:1. REFER TO DWG C-1 FOR CIVIL DRAWING GENERAL NOTES.

2. WATER PIPE SHALL HAVE A MINIMUM 3'-6" DEPTH TO TOP OF PIPEUNLESS OTHERWISE NOTED OR REQUIRED FOR UTILITY CROSSINGS.

3. EXISTING POT HOLES PERFORMED BY DISTRICT. LOCATIONS AREAPPROXIMATE.

4. THE FOLLOWING NOTES APPLY TO THE 6" SCWD WATER PIPE:

A. THE CONTRACTOR MUST OBTAIN A SERVICE INSTALLATION PERMITFROM THE CITY OF SANTA CRUZ WATER DEPARTMENT. CALL831-420-5210 FOR INFORMATION AND TO SCHEDULE INSPECTIONS.

B. ALL WORK ON THE CITY OF SANTA CRUZ WATER SYSTEM MUST BECONSTRUCTED IN CONFORMANCE WITH THE LATEST VERSION OF CITYOF SANTA CRUZ WATER DEPT STANDARD SPECIFICATIONS.

C. A MINIMUM OF 2 WORKING DAYS NOTICE MUST BE GIVEN TO SCWDBEFORE CONSTRUCTION ON ANY PORTION OF THE SCWD WATER SYSTEM.CONTRACTOR SHALL COORDINATE WITH CITY FOR WITNESSING THEHOT TAP AND INSPECTING THE 6" WATER PIPE INDICATED.

5. ALL BURIED JOINTS FOR THE 6"TW AND 18"TW IN SECTION1 AND 2 SHALL BE RESTRAINED.

6. ALL BURIED JOINTS FOR 18"TW SHALL BE RESTRAINED.

7. A TYPE II SLURRY SEAL SHALL BE APPLIED TO ROADWAYALONG PIPELINE ALIGNMENT. SEE DWGS C-8 THRU C-10 ANDDIVISION 5 SPECIFICATION FOR MORE DETAILS.

8. LOCATION OF TEMPORARY CHLORINE TAPS ARE APPROXIMATEAND SHALL BE PROVIDED IN LOCATIONS AS REQUIRED FORPROPER DISINFECTION.

9. WATER MAIN SEPARATION AND CROSSING CLEARANCES SHALLCONFORM TO MINIMUM REQUIREMENTS INDICATED ON DWGSAND AS REQUIRED ON DISTRICT STD DWGS S-22 (SHEETS 1,2, AND 3)

8+509+00

9+50

10+00

10+50

11+00

11+50

12+00

12+50

13+00

13+50

14+0014+50 15+00

15+5016+00

STA 10+17.69EC=N 1821368.64E 6134879.44

18" BURIED BFVPER DISTRICTSTD DWG S-6

STA 12+74.545° BENDN 1821320.18E 6135131.63

STA 15+94.47BC=

L=130.46Δ=6.5°R=1150

18" TW-PVC

EXISTPH 6 EXIST

PH 7 EXISTPH 8 EXIST

PH 9

EXISTPH 10


STA 13+0445° BENDN 1821336.36E 6135156.30

10'-0"

MIN CLR


5'-0"

MIN CLR

FROM EX

WATERLINE

EX MH70.42 RIM62.9 LATERAL60.4 INV

12" BFVPER DISTRICTSTD DWG S-6

STA 12+2018"X18"X12" TEE

SOQUEL DRIVE

ROBERTSONSTREET

18" BFV

STA 12+15

EX GAS

STA 12+00

DEPTH UNKNOWN

EX 6"W

STA 12+88±

DEPTH OF

PIPE = 6'±

EXIST GRADE(APPROX)

18" TW-PVC

3'-6"(MIN COVER)NOTE 2

TRENCH ZONE SHALL BE2 SACK SLURRY BACKFILLSIMILAR TO COUNTY STDFIG EP-1 (TYP OF PIPELINEIN ROADWAY)


EX 6" G

STA 12+82.5±

DEPTH OF

PIPE = 6'±

18"x18"x12" TEE

STA 12+20

CAUTION:BURIEDGAS MAIN

6" MIN CLR

TEMPORARY CHLORINATIONTAP PER DIVISION 5REQUIREMENTS UPSTREAMOF 18" BFV (NOTE 6)

6" MINCLR

EX 4"TELE

STA 13+11±

DEPTH TO

UTILITY = 3'±

EX GAS

STA 13+42±

DEPTH UNKNOWN

EX SS

STA 13+42±

DEPTH TO

PIPE = 8.1'±

EX 2"TV

STA 14+97±

DEPTH TO

UTILITY = 5'±

18" TW-PVC

3'-6"(MIN COVER)NOTE 2

EXIST GRADE(APPROX)



MAINTAINDOWNWARD SLOPE

BETWEENCROSSINGS

EX W

STA 13+34±

DEPTH TO

PIPE = 2.5'±

MAINTAIN DOWNWARD SLOPE BETWEEN CROSSINGS

1' MINCLR

EX SS 1' MINCLR

6"MIN

10' 10'

NO JOINTS INWATERMAIN PERDISTRICT STDDWG S-22 (NOTE 7)

EX 18" SD

STA 13+53±

DEPTH TO

PIPE = 4.42'±

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:

FD7000_PW


ISSUED FOR BID


O'NEILL RANCH WTP

CIVIL



C-611 73

178110

JWW

JAD

JWB

AS

9/9/2013

BORDER.dwg

E-STAKING.dwg

E-TOPO.dwg

C-PIPE-PL.dwg

1000

PWADMIN

PW FILE: C-6.dwg

9/9/2013

ISSUED FOR BID

1JWW

JWB

AS

DUN57072, 6/26/2013 8:07:39 AM

PW-BP, 9/4/2013 4:54:55 PM

SCALE: 1" = 30'

SCALE: HORZ: 1" = 30' VERT: 1" = 6'

EL 104

EL 98

EL 92

EL 86

8+50 9+00 9+50 10+00 10+50 11+50 12+00 12+50 13+00 13+50 14+50 15+00 15+5011+00 14+00 16+00 16+50

EL 86

EL 74

EL 68

EL 62

EL 56

EL 50

EL 44

EL 38

EL 80

EL 92

EL 80

EL 74

EL 68

EL 62

EL 56

EL 50

EL 98

EL 86

EL 80

EL 74

EL 68

EL 62

EL 56

EL 50

EL 92

EL 104 EL 92

EL 86

EL 80

EL 74

EL 68

EL 62

EL 56

EL 50

13+00

EL 44

EL 38

10'20'30' 0 30' 60'

1"=30'


2. WATER PIPE SHALL HAVE A MINIMUM 3'-6" DEPTH TO TOP OFPIPE UNLESS OTHERWISE NOTED OR REQUIRED FOR UTILITYCROSSINGS.

3. EXISTING POT HOLES PERFORMED BY DISTRICT. LOCATIONS AREAPPROXIMATE.

4. ALL BURIED JOINTS FOR 18"TW SHALL BE RESTRAINED.

5. A TYPE II SLURRY SEAL SHALL BE APPLIED TO ROADWAY ALONGPIPELINE ALIGNMENT. SEE DWGS C-8 THRU C-10 AND DIVISION5 SPECIFICATION FOR MORE DETAILS.

6. LOCATION OF TEMPORARY CHLORINE TAPS ARE APPROXIMATE ANDSHALL BE PROVIDED IN LOCATIONS AS REQUIRED FOR PROPERDISINFECTION.

7. WATER MAIN SEPARATION AND CROSSING CLEARANCES SHALLCONFORM TO MINIMUM REQUIREMENTS INDICATED ON DWGS AND ASREQUIRED ON DISTRICT STD DWGS S-22 (SHEETS 1, 2, AND 3)

CONNECTION AT

18"X18"X16" TEE

STA 18+75±

DEPTH TO

TEE = 4.75'±

EX SS

STA 18+90±

DEPTH TO

UTILITY = 9'±

EX PARALLEL

TELE DUCTBANKS

STA 18+97±

DEPTH TO

UTILITY = 2.5'±

EX 12"W

STA 19+06±

DEPTH TO

UTILITY = 5'±

PLUG END W/4"

BLOW OFF

STA 19+42

DEPTH TO

PIPE = 5'±

16" TW-PVC

EXIST GRADE(APPROX)

EX HIGH

VOLTAGE ELECT

STA 19+22±

DEPTH TO

UTILITY = 4'±

CAUTION: HIGHVOLTAGE UGE

16" BFV

1'-0" MIN CLR

6" MIN CLR

EX 6"W

STA 18+50±

DEPTH TO

UTILITY = 3.5'±

EXIST GRADE(APPROX)

18" TW-PVC

EX 18"SD

STA 17+19±

DEPTH TO

PIPE = 4.5'±

EX TELE DUCTBANK

STA 18+00±

DEPTH TO

UTILITY = 2.5'±

EX TELE

STA 18+37±

DEPTH TO

UTILITY = 3'±

EX TV/TELE

STA 19+48±

DEPTH TO

UTILITY = 6'±

EX 1"W

STA 19+77±

DEPTH TO

UTILITY = 3.3'±

EX TV/TELE

STA 20+37±

DEPTH TO

UTILITY = 6'±

EX 1"W

STA 20+41±

DEPTH TO

UTILITY = 3.3'±

EX 1"W

STA 20+60±

DEPTH TO

UTILITY = 3.3'±

CONNECT TO EXIST 12" PVC PIPE

STA 21+49±

CL EL 31.16±

12" TW-PVC

18"X12" RED

EX 12" PVC




10' 10'

NO JOINTS INWATERMAIN PERDISTRICT STD

DWG S-22 (NOTE 9)


EX GAS

STA 17+29±

DEPTH UNKNOWN

EX TV

STA 18+64±

DEPTH TO

UTILITY = 2'±

18"X18"X16" TEE

STA 18+75±

DEPTH TO

TEE = 4.75'±

BURIED VALVE PERDISTRICT STD DWGS-6 (TYP ALLBURIED VALVES)

TEMPORARY CHLORINATIONTAP PER DIVISION 5REQUIREMENTS (NOTE 5)

TEMPORARYCHLORINATIONTAP PERDIVISION 5REQUREMENTS(NOTE 5)

6" MIN CLR

6" MIN CLR

6" MIN CLR

1'-0" MIN CLR

12" BFV

12"X12"X4" TEE

STA 20+46

16+50 17+00 17+50

18+00

18+50

19+00

19+50

20+00

20+50

21+00

21+49±

19+00

W

STA 17+67.7222.5° BENDN 1821300.42E 6135617.70

STA 19+0122.5° BEND

18" TW-PVC(NOTE 4)

12" TW-PVC(NOTE 4)

16" TW-PVC(NOTE 4)

A

B

DEMO BLOW OFFASSEMBLY PRIORTO CONNECTINGNEW 12" PVC PIPE.

CLOSE EX 12" VALVE PRIOR TOREMOVING BLOW OFF ASSEMBLY.KEEP VALVE CLOSED THROUGH

DURATION OF PIPELINECONSTRUCTION (NOTE 2)

EXIST 12" CI PIPE ABANDONIN-PLACE AFTER NEW PIPE ISINSTALLED AND NEW WATERCONNECTIONS ARE IN-PLACE.ABANDON EX PIPE BETWEEN VALVES

AND .A B

STA 18+7518"X18"X16" TEE

N 1821343.87E 6135715.78

18"X12" RED

STA 19+42PLUG END W/4"BLOW OFF

NEW WATERSERVICE (TYP)

REPLACE EXIST 4" WATERMAIN AND VALVE W/NEW4" PVC WATER MAIN AND 4"BURIED GATE VALVE. PROVIDEBURIED VALVE PER DISTRICTSTD DWG S-6. CONNECT 4" PIPETO BRANCH OF 12"X12"X4" TEE.(NOTE 10)

EXISTPH 11

EXISTPH 12

EXISTPH 17

EXISTPH 18

EXISTPH 15

EXISTPH 19

12'

MIN CLR



12'

MIN CLR

18" BFV

18" BFV

16" BFV

EX MH44.35 RIM38.0 INV31.8 INV



HIGH VOLTAGEELECT MANHOLE


NOTE 7

STA 19+751°± DEFL

EX 3'X5' BURIEDCONC BOX CULVERT RECOMMENDED SOURCE

OF FLUSHING WATER

W

W

W

12'

MIN

EX CROSSWALK ANDTRAFFIC LINES

W

W

W

W

WW W

W

NEW WATER SERVICEAT INTERSECTION (TYP 4)

REPLACE EX WATERSERVICE LINES ATTACHEDTO EX 12" WATER MAIN (TYP 4 ATINTERSECTION) W/NEW SERVICEWATER LINES AND ABANDON EX WATERSERVICE LINES IN-PLACE. (NOTE 7)

NOTE 6(TYP ALLWATER LINES)

SOQUEL DRIVE

DAUBENBISSAVENUE

PORTERSTREET

W

W

W

W

RESTRAINED 45° BENDW/THRUST BLOCK (TYP 2)

4" TRANSITIONCOUPLING W/EXIST PIPE

EXIST 4"WATER MAINVALVE

NOTE 7NOTE 7NOTE 7NOTE 7NOTE 7

NOTE 11(TYP)

NEW 4"WATERMAIN

REPLACE EXIST 2"WATER MANIFOLD &3 SERVICE LINES W/3NEW SERVICE LINES ASSHOWN (NOTE 7)

NOTE 7

CONTRACTOR SHALL ABANDON EXIST 6"INTER-TIE BETWEEN SQCWD & SSCWD EAST OFTHE EXISTING FIRE HYDRANT. CONTRACTORSHALL PROVIDE A 6" CAP TO THE PIPE &INSTALL A TRUST BLOCK PER DETAIL H ON DWGC-12. CONTRACTOR SHALL REMOVE EXISTINGWATER METER AND RETURN TO SCWD'S METERSHOP. SEE NOTE 11 & 12.

CONTRACTOR SHALL CONNECT THIS WATER SERVICE TO THE WATERMAIN PER THE 2" CONNECTION SHOWN ON SQCWD STD DWG S-17 ANDPROVIDE GATE VALVE AS SHOWN IN DETAIL. CONTRACTOR SHALLROUTE THE 2" SERVICE TO THE WATER METER LOCATION AND REDUCESERVICE SIZE TO 1 1/2". FOR OTHER REQUIREMENTS, SEE NOTE 7.

EXIST DECORATIVE CONCRETEPATIO AT BUS STOP. REPAIR

CONCRETE AFTER SERVICEWATER INSTALLATION

3'-0" MIN CLR BETWEEN ODOF PIPE AND EDGE OF HIGHVOLTAGE ELECT MANHOLE

THRUST BLOCK

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:

FD7000_PW


ISSUED FOR BID


O'NEILL RANCH WTP

CIVIL



C-712 73

178110

JWW

JAD

JWB

AS

9/9/2013

E-STAKING.dwg

E-TOPO.dwg

BORDER.dwg

C-PIPE-PL.dwg

1000

PWADMIN

PW FILE: C-7.dwg

9/9/2013

ISSUED FOR BID

1JWW

JWB

AS

DUN57072, 6/11/2013 12:50:44 PM

PW-BP, 9/4/2013 4:55:15 PM

SCALE: 1" = 30'

SCALE: HORZ: 1" = 30' VERT: 1" = 6'

16+50

EL 62

EL 50

EL 44

EL 38

EL 32

EL 26

EL 20

EL 14

EL 56

EL 68

EL 32

EL 26

EL 20

EL 14

EL 68

EL 62

EL 56

EL 50

EL 44

EL 38

17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00

EL 62

EL 50

EL 44

EL 38

EL 32

EL 26

EL 20

EL 14

EL 56

EL 68

EL 32

EL 26

EL 20

EL 14

EL 68

EL 62

EL 56

EL 50

EL 44

EL 38

18+50 19+00 19+50 20+00

10'20'30' 0 30' 60'

1"=30'


2. ONLY APPROVED SQCWD PERSONNEL SHALL OPERATE WATERVALVES. SEE SPECIFICATIONS FOR ADDITIONALRESTRICTIONS.

3. EXISTING POT HOLES PERFORMED BY DISTRICT. LOCATIONSARE APPROXIMATE.

4. ALL BURIED PIPE SHALL HAVE RESTRAINED JOINTS.

5. LOCATION OF TEMPORARY CHLORINE TAPS ARE APPROXIMATEAND SHALL BE PROVIDED IN LOCATIONS AS REQUIRED FORPROPER DISINFECTION.

6. CONFIRM DEPTH OF BURIED CONC BOX CULVERT AND ROUTENEW WATER SERVICE ABOVE TOP OF CULVERT.

7. REPLACEMENT OF EXISTING WATER SERVICE LINES SHALL BEDONE IN ACCORDANCE WITH DIVISION 5 SPECIFICATIONS.

8. A TYPE II SLURRY SEAL SHALL BE APPLIED TO ROADWAYALONG PIPELINE. SEE DWG C-8 THRU C-10 AND DIVISION 5SPECIFICATIONS FOR MORE DETAILS.

9. WATER MAIN SEPARATION AND CROSSING CLEARANCES SHALLCONFORM TO MINIMUM REQUIREMENTS INDICATED ON DWGS ANDAS REQUIRED ON DISTRICT STD DWG S-22 (SHEET 1,2,& 3).

10. FIELD CONFIRM DEPTH OF 4" WATER MAIN AT CULVERTCROSSING. CONCRETE ENCASE PIPE IF DEPTH TO TOP OFPIPE IS LESS THAN 3'-0".

11. CONTRACTOR SHALL REMOVE & REPAIR SECTIONS OF SIDEWALKWHEN REPLACING METER BOXES AS REQUIRED IN DIVISION 5SPECIFICATION.

12. CONTRACTOR SHALL NOTIFY AND COORDINATE ABANDONING OFTHE INTER-TIE W/ SCWD AT LEAST 3 FULL DAYS PRIOR TOSTARTING THE WORK.

1+50

2+00

2+50

3+00

3+50

4+00

4+50

5+00

5+50

6+00

6+50

7+00 7+50 8+00

SOQUEL DRI

VE

X

X

X

X

CURB TO CU

RB SLURRY

SEAL

SLURRY SEA

L CENTER D

IVIDER TO

CURB

STA 2+40

STA 1+20

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:

FD7000_PW


ISSUED FOR BID


O'NEILL RANCH WTP

CIVIL

LIMITS OF SLURRY SEAL PLAN

SHEET 1 OF 3

C-813 73

178110

JWW

JAD

JWB

AS

9/9/2013

BORDER.dwg

Digalert_811.png

E-TOPO.dwg

C-SITE-PL.dwg

1000

PWADMIN

PW FILE: C-8.dwg

9/9/2013

ISSUED FOR BID

1JWW

JWB

AS

DUN57072, 8/26/2013 1:24:52 PM

PW-BP, 9/4/2013 4:55:41 PM

SCALE: 1" = 30'

10'20'30' 0 30' 60'

1"=30'


2. A TYPE II SLURRY SEAL SHALL BE APPLIED AS SHOWN. SEE DIVISION5 SPECIFICATION FOR MORE DETAILS.

8+509+00

9+50

10+00

10+50

11+00

11+50

12+00

12+50

13+00

13+50

14+0014+50 15+00

15+5016+00

SOQUEL DRIVE

ROBERTSONSTREET

CURB TO CURB SLURRY SEAL

STA 12+70

SLURRY SEAL CENTER DIVIDER TO CURB

EXTEND SLURRY SEALTO SOUTHERN EDGE

OF CROSS WALK

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:

FD7000_PW


ISSUED FOR BID


O'NEILL RANCH WTP

CIVIL

LIMITS OF SLURRY SEAL

PLAN SHEET 2 OF 3

C-914 73

178110

JWW

JAD

JWB

AS

9/9/2013

C-PIPE-PL.dwg

C-PIPE-PROF.dwg

E-TOPO.dwg

Digalert_811.png

1000

PWADMIN

PW FILE: C-9.dwg

9/9/2013

ISSUED FOR BID

1JWW

JWB

AS

DUN57072, 8/26/2013 4:05:22 PM

PW-BP, 9/4/2013 4:55:59 PM

SCALE: 1" = 30'

10'20'30' 0 30' 60'

1"=30'


2. A TYPE II SLURRY SEAL SHALL BE APPLIED AS SHOWN. SEEDIVISION 5 SPECIFICATION FOR MORE DETAILS.

16+50 17+00 17+50

18+00

18+50

19+00

19+50

20+00

20+50

21+00

21+49±

19+00

W

W

W

W

W

W

W

W

WW W

W

SOQUEL DRIVE

DAUBENBISSAVENUE

PORTERSTREET

W

W

W

W

STA 21+65

CURB TO CURB SLURRY SEAL

EXTEND SLURRY SEALJUST BEYOND LIMITS

OF 4" BLOW OFF

EXTEND SLURRY SEALTO 12' NORTH OFLIMITS OF CROSS WALK

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:

FD7000_PW


ISSUED FOR BID


O'NEILL RANCH WTP

CIVIL

LIMITS OF SLURRY SEAL

PLAN SHEET 3 OF 3

C-1015 73

178110

JWW

JAD

JWB

AS

9/9/2013

C-PIPE-PL.dwg

C-PIPE-PROF.dwg

Digalert_811.png

E-STAKING.dwg

1000

PWADMIN

PW FILE: C-10.dwg

9/9/2013

ISSUED FOR BID

1JWW

JWB

AS

DUN57072, 8/26/2013 5:26:03 PM

PW-BP, 9/4/2013 4:56:17 PM

SCALE: 1" = 30'

10'20'30' 0 30' 60'

1"=30'


2. A TYPE II SLURRY SEAL SHALL BE APPLIED AS SHOWN. SEEDIVISION 5 SPECIFICATION FOR MORE DETAILS.

46'-6"± 46'-6"±

EL 128EL 126.67

EL 116.61

SEE SECTION 1 ONDWG S-12 FOR TYPICALWALL DETAIL

FINISHED GRADE AT WTP

EL 116.61EL 115.41

EX GRADEOUTSIDEOF SITE

18'-0" 28'-0"± 18'-0" 33'-0"±

EL 116.61EL 117.9

EX GRADEOUTSIDEOF SITE

SEE SECTION 1 ONDWG S-12 FOR TYPICALWALL DETAILSTUCCO FINISH

AND METAL COPINGNOT SHOWN

FINISHED GRADE AT WTP

35'-0"±

EL 128 EL 128 EL 128

EL 116.61

MAIN ENTRANCE EMERGENCY ENTRANCE

PIPE ENCASEMENT(TYP 2)

18" TW TO SQCWDDISTRIBUTION

6" TO SCWDDISTRIBUTION

METAL FRAME DOUBLE LEAFWOOD SLAT SWING GATE

6'-0"

8'-0"

SECONDARY FRAMING(TYP BOTH LEAVES)

9'-0" COUNTER BALANCE

GUIDE POSTS (TYP 2)METAL FRAME WOOD SLATCANTILEVER GATE

8'-0"

41'-3"± (FIELD CONFIRM)

6" TW-DIP

EX EL 119.8±EL 118.75±

CL EL 114.5'

2'-0"

PIPE ENCASEMENT

6" TW-DIP(NOTES 2)

EX EL 120.2±

EX EL 119.9±

EX SIDEWALK

RESTRAINEDJOINT

TRENCH BACKFILL SHALLBE 2-SACK SLURRY SIMILARTO COUNTY STD FIG EP-1

PIPE ZONE SHALLBE IN ACCORDANCEW/SCWD STD DETAIL 15

EX ROAD

EX EL 119.8±

3'-0"±

FIELD

CONFIRM

FIELD CONFIRM DEPTH OFUTILITY AND CROSS UNDERUTILITY USING RESTAINEDJOINTS AND TRUST BLOCKSPER SCWD STD DETAIL 19

6" HOT TAP TOEXIST SCWD 10"WATERLINE (NOTE 1)

EX TELEPHONEDUCTBANK

20'-0"±

4'-0"±

2'-6"±

THRUST BLOCK PERSCWD STD DETAIL 19

SQCWDPIPELINE

SCWD PIPELINEPER SCWD STDDETAILS 1&7.SEE NOTE 1&2.

NOTES:

1. SEE NOTE 4 ON DWG C-5.2. ALL BURIED JOINTS FOR 6" TW AND 18" TW SHALL BE RESTAINED.3. PROVIDE AIR VALVE INSTALLATION IN ACCORDANCE WITH SCWD STD

DETAIL 25. COORDINATE TAP LOCATION W/ SCWD. COORDINATEVAULT & VENT LOCATION W/ SCWD & SQCWD.

VG-295

EX IRRIGATIONLATERAL

AIR VALVEVAULT & VENT

ENCLOSURE.SEE NOTE 3

PROVIDE AIR VALVEAT HIGH POINT.SEE NOTE 3

67'-0"± (FIELD CONFIRM)

EX EL 119.2±

EL 118.75±

CL EL 114.0'

2'-0"

PIPE ENCASEMENT

EX EL 119.9±

EX EL 119.7±

EX SIDEWALKEX ROAD

EX EL 120±

CL EL 113.5'

EX TREE AND PLANTER BOX TOBE REPLACED AFTER PIPEINSTALLATION. SEE DWG L-1FOR ADDITIONAL INFORMATION

EX TELEPHONEDUCTBANK

6"

MIN CLR

EX 10" SCWDWATER MAIN

18" TW-DIP(NOTE 2)

EX SANITARY SEWER

32'-6 1/4"±

8'-0"±

34'-0"±

9.4'±

TRENCH BACKFILL SHALLBE 2-SACK SLURRY SIMILARTO COUNTY STD FIG EP-1

PIPE ZONE SHALLCONFORM TO DISTRICTSTD DWG S-14

18" MJ TEE

18" TW-DIP

TO WTPBFV-291

2'-6"±

3'-0"±

NOTES:

1. SEE NOTE 4 ON DWG C-5.2. ALL BURIED JOINTS FOR 6" TW

AND 18" TW SHALL BE RESTAINED.

EX IRRIGATION LATERAL

5'-0"

DEMO 4" BLOW OFFASSEMBLY UP TO

12" PVC PIPE

EX 4"PIPING

EX GATEVALVE

EX MJ W/RESTRAINED CAP

EX 12" PVC

DEMO AT CONNECTION NEW CONNECTION

CONNECT NEW 12"PVC PIPE TO EXISTPVC BELL W/RESTRAINED JOINT.

REPLACED ACPAVEMENT

NEW 12"TW-PVC BURIED 12" BFV W/

RESTRAINED JOINTSPER DISTRICT STDDWG NO. S-6

CONTRACTOR SHALLFIELD CONFIRM DEPTH

PLAN

5'-0"±

EX 8" AC TODISTRIBUTION SYSTEM

8" FLG TEE

2'-0"

CONCRETE PLUG

ABANDON EX 8" AC

16" TW-PVC

16"X16"X8"MJ TEE

16" MJ PLUG

4" BLOW OFFASSEMBLY PERDISTRICT STDDWG NO. S-12

8" DIP

8" FLG X MJ GV

8"X6" RED

6" FLG X MJ GVEX 6" ACTO EX FIRE

HYDRANT 6" DIP

8" DIP

TRANSITION COUPLING(ROMAC STYLE 501,OR EQUAL)(TYP 2)

RESTRAINED FLANGEADAPTER (MEGA FLANGESERIES 2100, OR EQUAL)

THRUST BLOCK(TYP)

DEMO PLAN

DEMO 6" AC PIPE AND6" GV IN ACCORDANCE

W/ SPECIFICATIONS

DEMO EX 8" ACPIPE IN ACCORDANCEW/ SPECIFICATIONS

4'-0"

4'-0"

4'-6"

EX 6" ACTO EX FIREHYDRANT

FOR REINFORCEMENTSEE SECTION 1 ON S-12

DETAIL CC-113/8" = 1'-0"

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:

FD7000_PW


ISSUED FOR BID


O'NEILL RANCH WTP

CIVIL

SECTIONS AND DETAILS I

C-1116 73

178110

JWW

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JWB

AS

9/9/2013

BORDER.dwg

M-SWP-SCTN.dwg

M-SWP-PL.dwg

1000

PWADMIN

PW FILE: C-11.dwg

9/9/2013

ISSUED FOR BID

1JWW

JWB

AS

DUN57072, 9/3/2013 4:22:26 PM

PW-BP, 9/4/2013 4:56:35 PM

WEST WALL ELEVATIONSECTION 1

C-41/8" = 1'-0"

SOUTH WALL ELEVATIONSECTION 2

C-41/16" = 1'-0"

SECTION 1C-51/4" = 1'-0"

SECTION 2C-51/4" = 1'-0"

DETAIL (PORTER ST & SOQUEL DRIVE) AC-71/2" = 1'-0"

DETAIL (DAUBENBISS AVE & SOQUEL DRIVE) BC-71/2" = 1'-0"

NOTES:

1. CONTRACTOR SHALL CONFIRM OD OF EXIST AC PIPE BEFORE SUBMITTING TRANSITION COUPLING.

2. COUPLINGS SHALL BE FUSION EPOXY COATED W/304 SS NUTS AND BOLTS.

3. ALL BURIED PIPE SHALL HAVE RESTRAINED JOINTS.

4. BURIED VALVES SHALL CONFORM TO DISTRICT STDS & TO STD DWG S-6.

SLOPE

3'-0"

SEE DETAIL D THISSHEET FOR THICKNESSAND REINFORCEMENT

AC PAVEMENT

CLASS 2 AB

EXIST TEMPORARY FENCE.REMOVE AT END OF PROJECT(NOTE 1)

EXIST TEMPORARY SILT FENCE.REMOVE AT END OF PROJECT(NOTE 1)

EXIST GRADE

COMPACTED SUBGRADE

FL

INSTALL PERIMETER FENCEINSIDE OF EXIST SILT

FENCE ALONG NORTH & EASTPORTIONS OF SITE

3"

BARBED WIRECHAIN LINK FENCE PERSQCWD STDS AND DWG C-2

POST FOUNDATION

1. CONTRACTOR MUST MAINTAIN EXIST TEMPORARY FENCE & SILT FENCE DURING CONSTRUCTION.

NOTES:

2'-0"

CONC PER SPECS

COMPACTED SUBGRADE

3"

4-#4

#4 @ 12"OC

SLOPE PERGRADINGPLAN (TYP)

PERIMETERCMU WALL

FINISHEDGRADE

6"

PROTECTIVE SHIELD(FURNISHED WITHHYDRANT)

FILTER SLAB

1 1/2" SUPPLY

1 1/2" POST HYDRANT

2'-6"

NON POTABLE

BW BASIN

EL 118.5

FROMWASHWATER

CONCRETE ENCASE SUPPLYLINE BELOW CONCRETE SLAB

#6@12"

EXCAVATE ASREQUIRED

ROUGHEN CONCRETE& REMOVE DUSTAND DEBRIS

FOOTING REINF SEESTRUCTURAL DWGS

FOR PIPE SIZE,AND ELEVATION,SEE CIVIL/MECH DWGS

SECTION 1-NO SCALE

1-

8"

8"

12

PERIMETER WALLAND FOUNDATION.SEE STRUCTURALDWGS FOR DETAILS

EXTEND PIPE ENCASEMENTAS SHOWN. SEE SECTION 1FOR REINFORCEMENT

1'-0"MAX(TYP)

FOR DEPTH,SEE CIVIL DWGS.

NOTES:1. WHEN PIPELINE IS PROTECTED

W/POLYETHYLENE TUBE ENCASEMENT,THE CONCRETE ENCASEMENT SHALLCOVER THE POLYETHYLENEENCASEMENT.

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:

FD7000_PW


ISSUED FOR BID


O'NEILL RANCH WTP

CIVIL

SECTIONS AND DETAILS II

C-1217 73

178110

JWW

JAD

JWB

AS

9/9/2013

BORDER.dwg

M-SWP-SCTN.dwg

M-SWP-PL.dwg

1000

PWADMIN

PW FILE: C-12.dwg

9/9/2013

ISSUED FOR BID

1JWW

JWB

AS

DUN57072, 9/4/2013 8:11:22 AM

PW-BP, 9/4/2013 4:56:53 PM

REMOVABLE BOLLARD A-NO SCALE

AC PAVEMENT B-NO SCALE

VALLEY GUTTER C-1/2" = 1'-0"

5" GALV STEELSLEEVE. EXTENDSLEEVE 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

5'-0"

1"

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

3.5" AC PVMTPER DISTRICT STDS

2"x6"REDWOOD HEADER

2"x4"x18" LONGREDWOOD STAKE @MAX 6'-0" OCTYP EACH HEADER

FINISH GRADEOR RIP RAP

10" CLASS 2 AB95% COMPACTION

VALLEY GUTTER D-NO SCALE

1 1/2" R

PAVEMENT SURFACE

8"

1'-2"

4"

6"

6"

1/2" R

VERTICAL CONCRETE CURB1" = 1'-0"

4"

6"6" UNLESS OTHERWISEINDICATED ON THEDWGS

REFER TOPAVEMENTDETAIL

(2)#4 CONTT&B

(3)58"x2'-0" LG SMOOTHDWLS AT EXP JTS. APPLYGREASE AND EXPANSIONTUBE ONE END

1. EXPANSION JOINTS SHALL BE PLACED AT END OF CONCRETE PLACEMENT, AT POINTS OF CURVATURE, AND WALKWAYS CURB RETURNS.

2. REINFORCING STEEL SHALL NOT PASS THROUGH EXPANSION JOINTS. THE REINFORCEMENT SHALL STOP PRIOR TO EXPANSION JOINT TO ALLOW PLACEMENT OF DOWELS.

NOTES:

SHOULDERSURFACE

E

-

YARD HYDRANT FM-5NO SCALE

PIPE ENCASEMENT AT FOOTING G-NO SCALE

2'-0" MIN

60° MIN

FIN GR SURFACE

PIPE OF MTLSPECIFIED

UNDISTURBED SOIL

45° MIN TO 90° MAX, (TYP)

TRENCH WALL

TRENCH WALL

CONC THRUST BLOCKPIPE EMBEDMENT MTL

NOTES:

1. AREA OF BLOCK, A = Bxh. BLOCK AREAS ARE SHOWN ON GENERAL LAYOUT OR TABLE.

2. B = h = A, EXCEPT WHERE TOP OF BLOCK IS WITHIN 2 FEET FROM GROUND SURFACE,THEN B = A/h.

3. MINIMUM BLOCK DIMENSION (B & h) SHALL BE AT LEAST OD OF PIPE OR 1 FOOT FORPIPE OD 12" OR LESS.

4. THE BOTTOM OF THE BLOCK SHALL EXTEND AT LEAST TO THE BOTTOM OF THE TRENCHIN ALL CASES.

5. L=FITTING LENGTH MINUS CLEARANCE FOR BELLS.

6. DETAIL IS SHOWN FOR DUCTILE IRON PIPE; DETAIL IS SIMILAR FOR OTHER TYPES OFPIPE.

7. THRUST BLOCK AREAS IN TABLE ARE BASED ON THE FOLLOWING:A.150-PSI TEST PRESSUREB.2600 PSF SOIL BEARING CAPACITY

CONTRACTOR SHALL CONFIRM SOIL BEARING CAPACITY PRIOR TO INSTALLATION. NOTIFYENGINEER IF ACTUAL SOIL BEARING CAPACITY IS LESS THAN THE VALUE LISTED ABOVE.

1/3 h

2/3 h

MIN

MAX

1/2 h

1/2 h

MAX

MIN

h

COVER

L

B

CONCRETE THRUST BLOCKING AND AREAS H-NO SCALE

GRANULAR FILL

DROP INLETNO SCALE

I

-

6" CURB VALLEY GUTTER

PRECAST CONCDROP INLET

FINISHED GRADEWELDED GALV STEELGRATING H-20 RATED

SEAL WITHNON-SHRINKGROUT (TYP)

STORM DRAIN SIZE ASINDICATED ON PLAN

COMPACTED PIPEEMBEDMENT (TYP)

INVERT ASINDICATEDON PLAN

2'-0"

2'-0"

1" TYP

6"MIN

6" MIN

12" MAX

6"

MIN

4"

CRUSHED

ROCK

FLOW

FLOW

FLOW

X

X

X

X

X

X

X

X

X

XX

X

114

CONTRACTOR'S TEMPORARYSTAGING AREA

EROSION CONTROLSEED & MULCHFOR CONTRACTOR'SEMPORARY STAGING AREA

INSTALL 5 PLATANUSACERIFOLIA "YARDWOOD"24" BOX LONDON PLANETREES PER COUNTY OFSANTA CRUZ FIG. ST-99(NOTE 1 & 3)

FOR IRRIGATION LATERALCONTINUATION, SEE DIVISION

6 APPEDIX (NOTE 1) EX SIDEWALK

EX 3/4" IRRIGATIONLATERAL (NOTE 1)

TYPICAL EROSION CONTROLSEED & MULCH ALL DISTURBEDSOILS PER SANTA CRUZ COUNTYSECTION 16.22.080.C(1). (NOTE 3)

NOTE 5

EX 3/4" IRRIGATIONLATERAL (NOTE 1)

EX PLANTER BOXTO BE REMOVED(TYP 4) (NOTE 4)

INSTALL 3 CEANOTHUS G.HORIZONTALIS "YANKEE POINT"

5 GAL CARMEL CREEPERSIMILAR TO SHRUB DETAIL ON

AS-BUILT. SEE NOTE 1.

EROSION CONTROLSEED & MULCHFOR MINOR GRADINGON EXTERIOR OFSITE (NOTE 3)

EROSION CONTROL SEED & MULCHSHALL EXTEND ALONG DISTURBEDAREAS DURING THE OUTLET PIPINGCONSTRUCTION. REFER TO DWG C-3FOR LIMITS OF OUTFALL CONSTRUCTION.

EX SIDEWALK

NOTE 5

NOTE 5

9'-6"±

(NOTE 2)

(TYP)

EX SIDEWALK

6" TO SCWDWATER LINE

18" TW-DIP

NOTE 2

NOTE 8

NOTE 8

NOTE 8

NOTE 8

NOTE 8

NOTE 6

TYP

CONTRACTOR SHALL PROVIDE 1"TAP INTO 18" TW AND PROVIDE

WATER METER AND REDUCED PRESSUREPRINCIPLE BACKFLOW ASSEMBLY PER

DISTRICT STD DWGS S-3 & S-19

PROVIDE A PAD LOCKABLE CAGEDAND HINGED BFP ENCLOSURE

CONNECTION LOCATION FORLANDSCAPE ARCHITECT TO

CONNECT TO FOR IRRIGATIONPLAN. SEE NOTE 3 & 7.

EX IRRIGATIONBACKFLOW PREVENTER

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:

FD7000_PW


ISSUED FOR BID


O'NEILL RANCH WTP

LANDSCAPING PLAN

L-118 73

178110

AS

JAD

JWB

AS

9/9/2013

C-PIPE-PL.dwg

E-STAKING.dwg

C-SITE-PL.dwg

M-SWP-PL.dwg

1000

PWADMIN

PW FILE: L-1.dwg

9/9/2013

ISSUED FOR BID

1JWW

JWB

AS

DUN57072, 9/3/2013 12:31:03 PM

PW-BP, 9/4/2013 4:57:13 PM

SCALE: 1" = 10'

1"=10'

10' 20'10'0

NOTE:

1. REFER TO DIVISION 6 - APPENDIX FOR LANDSCAPING AND IRRIGATION PLANAND DETAILS AS-BUILT FOR ADDITIONAL INFORMATION. IRRIGATIONLATERALS ARE BURIED APPROXIMATELY 18"± BELOW GRADE.

2. SEPARATION TO BE VERIFIED BY CONTRACTOR'S LANDSCAPE ARCHITECT.

3. CONTRACTOR SHALL SUBMIT A LANDSCAPING & IRRIGATION PLAN TO SANTACRUZ COUNTY SIGNED BY A LICENCED LANDSCAPE ARCHITECT. THIS PLANSHALL IDENTIFY TREE PLANTING AREAS AND AREAS TO BE PROVIDED W/COUNTY EROSION CONTROL SEED & MULCH. PLAN SHALL ALSO SHOWIRRIGATION CONNECTIONS, PIPE ROUTING (PIPE TYPE, FITTINGS, VALVES,ETC) FOR IRRIGATING TREES AND PLANTINGS SHOWN. REFER TOSPECIFICATION 02930 FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

4. EXIST IRRIGATION & DRAIN PIPING AT EACH PLANTER BOX SHOWN TO BEREMOVED SHALL BE PLUGGED AND ISOLATED FROM THE 3/4" LATERAL.IRRIGATION PIPING SHALL BE RE-ROUTED (IF NECESSARY) AROUND REMOVEDPLANTER BOXES TO SUPPLY WATER TO DOWNSTREAM TREES & PLANTINGS.

5. EXISTING 3/4" IRRIGATION LATERAL TO BE DEMOLISHED UNDER DRIVEWAYLOCATIONS SHALL BE REPLACED WITH NEW 3/4" LATERALS INSIDE OF 3"SCH 40 GAVL STL SLEEVE.

6. SUFFICIENT SPACING SHALL BE PROVIDED BETWEEN TREES AND 6" AND 18"WATER PIPES FOR PROPER TREE GROWTH AND TO AVOID BURIED UTILITIES.REQUIRED SPACING SHALL BE INDICATED ON CONTRACTOR LANDSCAPING &IRRIGATION PLAN.

7. ALL NEW TREES AND PLANTINGS SHALL BE IRRIGATED FROM THE 1"CONNECTION W/ THE 18" TW PIPE.

8. WALL VINES FOR ANTI-GRAFFITI PURPOSES SHALL BE PROVIDED ALONG THEOUTSIDE PERIMETER OF THE WALL. VINE TYPE, SPACING, LOCATION, ETCSHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT AND PROVIDED IN THELANDSCAPING AND IRRIGATION PLAN.

9. REFER TO DWG E-2 & SPECIFICATION C2930 FOR ADDITIONAL INFORMATIONREGARDING ELECTRICAL SERVICE FOR THE IRRIGATION SYSTEM.

50.3010 - general drawings dun57072, 9/4/2013 … · capitola santa cruz aptos portola dr delaware...

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