Recycled water project draft plans and specifications

PROJECTLOCATION

HIGHWAY 29

SILVERADO TRAIL

VINEYARD VIEW DR

LAND LANE

YOUNTVILLE C

ROSS RD

NA

PA RIVER

YOUNTVILLE JOINTTREATMENT PLANT

SILVERADO WEST POND

BERINGERPOND

CLOS DU VAL/REGUSCI POND

STAG'S LEAP WINECELLARS POND

CHIMNEY ROCKPOND

MONDAVI POND

2235 Mercury Way Suite 150 Santa Rosa California 95407 USAT 1 707 523 1010 F 1 707 527 8679W www.ghd.com

This Drawing shall not be usedfor Construction unless Signedand Sealed For Construction

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Note: * indicates signatures on original issue of drawing or last revision of drawing

Plot Date: Cad File No:22 November 2013 - 2:41 PM N:\US\Santa Rosa\Projects\12027 - The Town of Yountville\12027-11-001 Recycled Water Expansion Project\06-CAD\Sheets\1202711001 G-001.dwg

GHD Inc. (Project Director)Approved

Date

JobManager

ProjectDirector

Plotted by: Ben Langston

Contract No.Sht of

Reuse of DocumentsThis document and the ideas and designs incorporatedherein, as an instrument of professional service, is theproperty of GHD Inc. and shall not be reused in whole orin part for any other project without GHD Inc.'s writtenauthorization. © GHD Inc. 2012

JANUARY 201450100% SUBMITTAL 5/24/13

FINAL TOWN REVIEW NFC 1/7/14

G-001

BL MBJ

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NONE1

RECYCLED WATER EXPANSION PROJECTJANUARY 2014

PROJECT NUMBER: WW-0002

AREA MAP LOCATION MAP

PREPARED BY

N

NOT TO SCALE

PROJECTSITE



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G-002

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NONE2

ABBREVIATIONS DRAWING INDEX

@ ATAB AGGREGATE BASEAC ASBESTOS CEMENTAPN ASSESSORS PARCEL NUMBER

B BORINGBLDG BUILDINGBM BENCH MARKBOTT BOTTOM

C CONDUITCB CATCH BASINCDF CONTROLLED DENSITY FILLCI CAST IRONCIPP CURED-IN-PLACE PIPECLR CLEARCL CENTERLINECMP CORRUGATED METAL PIPECO CLEANOUTCONC CONCRETECNTRL CONTROLCTR CENTERCULV CULVERT

DEPT DEPARTMENTDET DETAILDI DROP INLETDIA DIAMETERDWG DRAWING

(E) EXISTINGE EASTEA EACHEL, ELEV ELEVATIONEP EDGE OF PAVEMENTESMT EASEMENTEX EXISTINGFH FIRE HYDRANTFL FLOWLINEFS FIRE SERVICEFT FEET OR FOOT

G GASG GAUGE

H, HORIZ HORIZONTAL

IN INCHINV INVERTIRR IRRIGATION

J/T JOINT TRENCH

LAT LATERALLF LINEAR FEETLONG LONGITUDINAL

MAX MAXIMUMMH MANHOLEMIN MINIMUMMISC MISCELLANEOUSMON MONUMENTMTL MATERIAL

(N) NEWN NORTHNC NORMALLY CLOSEDNIC NOT IN CONTRACTNO NUMBERNSD NAPA SANITATION DISTRICTNTS NOT TO SCALE

OC ON CENTEROD OUTSIDE DIAMETEROHE OVERHEAD ELECTRIC

PCC PORTLAND CEMENT CONCRETEPL PROPERTY LINEPROP PROPERTYPT POINTPVC POLYVINYL CHLORIDE PLASTIC

R, RAD RADIUSRC RELATIVE COMPACTIONRCP REINFORCED CONCRETE PIPERGS RIGID STEELRD ROADROW, R/W RIGHT-OF-WAYRR RAILROADRTU REMOTE TELEMETRY UNITRW RECYCLED WATER

S SOUTHSCH SCHEDULESD STORM DRAINSECT SECTIONSERV SERVICESHT SHEETSIG SIGNALSPEC SPECIFICATIONSSQ SQUARESS SANITARY SEWERSSMH SANITARY SEWER MANHOLESTA STATIONSTD STANDARDST STL STAINLESS STEEL

TC TOP OF CURBT, TEL TELEPHONETG, T/G TOP OF GRATETOB TOP OF BERMTS TRAFFIC SIGNAL/SERVICETSP TWISTED SHIELDED PAIRTYP TYPICAL

UNK UNKNOWN

V, VERT VERTICALVC VITRIFIED CLAY

W WATER, WESTW/ WITHWM WATER METERW/S WATER SURFACEWTR WATER

SYMBOLS

NEW

EXISTING

8" PVC RECLAIMED WATERLINE



8" DIP RECLAIMED WATERLINE

6" DIP RECLAIMED WATERLINE

EQUIPMENT

POND LEVEL INDICATOR ANDELECTRICAL CONDUIT

POLE-MOUNTED CONTROL EQUIPMENTAND PV PANEL

EDGE OF PAVEMENT

GEOTECHNICAL BORINGS

ARCHAEOLOGICAL BORINGS

ANTENNA

METER BOX

TRUCK FILL VALVE

VALVE ACTUATOR

LEVEL ELEMENT

CHECK VALVE

GATE VALVE

REDUCER

TEE

90° BEND

FLOW METER

ROLL CURB

CONTRACTOR ACCESS/ HAUL ROUTES

RW TURNOUT

CULVERT

RW PIPELINE

SS PIPELINE

SPOT ELEVATION

INDEX CONTOUR

INTERMEDIATE CONTOUR

MANHOLE

EDGE OF PAVEMENT

CATCH BASIN

FENCE

BOLLARD

B1

DRAWING NUMBER SHOWN AS " - " IF TAKEN & SHOWN ON SAME SHEET.

ON DRAWING WHERE SECTION IS SHOWN:

ON DRAWING WHERE SECTION IS TAKEN:

DRAWING NUMBER WHERE TAKEN

SECTION DESIGNATION

SECTION DESIGNATIONS USE LETTERS

DRAWING NUMBER WHERE SHOWN

SECTION DESIGNATION

AM101

SECTION DESIGNATION

SECTIONAM100 SCALE: 1/4"=1'-0"

DETAIL DESIGNATION

DRAWING NUMBER SHOWN AS " - " IF TAKEN & SHOWN ON SAME SHEET.

ON DRAWING WHERE SECTION IS SHOWN:

ON DRAWING WHERE SECTION IS TAKEN:

DRAWING NUMBER WHERE TAKEN

DETAIL DESIGNATION

DETAIL DESIGNATIONS USE NUMBERS

DRAWING NUMBER WHERE SHOWN

DETAIL DESIGNATION

1M101

DETAIL1M100 SCALE: 1/4"=1'-0"

PIPE MATERIAL; SEE SPECIFICATIONSFOR EQUIVALENT REPLACEMENT

PIPE DESIGNATIONDESIGNATION FOR NEW PIPING:

NOMINAL PIPE DIAMETER

FLOW STREAM IDENTIFIER

DESIGNATION FOR EXISTING PIPING (SCREENED):

PIPING SYSTEM DESIGNATIONS FOR EXISTINGPIPE INDICATE TYPE OF SERVICE ONLY ANDDO NOT IMPLY PIPE MATERIALS USED.

DESIGNATION FOR FUTURE PIPING (DASHED):

12" DI, W

12" W

12" DI, W

EQUIPMENT DESIGNATION

PS3-1

FE-1

DESIGNATION FOR NEW EQUIPMENT:

EQUIPMENT NUMBER

DESIGNATION FOR NEW INSTRUMENTS:

INSTRUMENT NUMBER

LEGEND

SHEET NO. DRAWING NO. DRAWING TITLE

1 G-001 TITLE SHEET, AREA AND LOCATION MAPS

2 G-002 ABBREVIATIONS, LEGEND, SYMBOLS AND DRAWINGINDEX

3 G-003 OVERALL SITE PLAN, KEY MAP, CONTROL DIAGRAM ANDBORING LOCATIONS

4 G-004 MITIGATION MEASURES AND GENERAL NOTES

5 C-101 INTENTIONALLY LEFT BLANK

6 C-102 RECYCLED WATER PLAN AND PROFILE - BERINGER






12 C-108 RECYCLED WATER PLAN AND PROFILE - MONDAVI

13 C-109 CHIMNEY ROCK POND IMPROVEMENTS

14 C-110 CLOS DU VAL/REGUSCI POND IMPROVEMENTS

15 C-111 STAG'S LEAP WINE CELLARS POND IMPROVEMENTS

16 C-112 TREATMENT PLANT SITE PLAN

17 C-113 TREATMENT PLANT DEMOLITION, GRADING AND PAVINGPLAN

18 C-114 TREATMENT PLANT PIPING PLAN

19 C-115 TREATMENT PLANT SITE PLAN

20 C-501 CIVIL DETAILS - 1







27 M-301 RECYCLED WATER PUMP STATION PLAN AND SECTION

28 S-100 GENERAL STRUCTURAL NOTES

29 S-101 TRICKLING FILTER STRUCTURAL MODIFICATIONS

30 S-102 TRICKLING FILTER VALVE VAULT AND WETWELL PLANS

31 S-103 TRICKLING FILTER VALVE VAULT DETAILS

32 S-104 TRICKLING FILTER VALVE VAULT DETAILS

33 E-101 TREATMENT PLANT ELECTRICAL SITE PLAN

34 E-200 ELECTRICAL CONDUIT RISER DIAGRAM

35 E-300 GOLF COURSE PUMP CONTROL PANEL

36 E-400 RTU DETAILS

37 E-501 DECHLORINATION SYSTEM MODIFICATIONS

38 E-502 ELECTRICAL DETAILS







45 E-509 PV PANEL DETAILS

46 I-100 I&C LEGEND

47 I-101 SCADA RISER DIAGRAM

48 I-102 ELECTRICAL SCADA POLE DETAILS

49 I-103 RTU U P&ID

50 I-104 RTU R P&ID

ELECTRICAL ABBREVIATIONS AND ELECTRICAL NOTES

A OR AMP AMPERE,AMPSAC ALTERNATING CURRENTAE ANALYZER ELEMENTAI ANALOG INPUTAO ANALOG OUTPUTAWG AMERICAN WIRE GAUGE

BKR BREAKER

C CONDUIT OR CONDUCTORCB CIRCUIT BREAKERCEP CONCRETE EQUIPMENT PADCP CONTROL PANEL

DC DIRECT CURRENTDO DISCRETE OUTPUTDS DISCONNECT SWITCH

EMR EQUIPMENT MOUNTING RACKEX EXISTING

FE FLOW ELEMENTFIT FLOW INDICATING TRANSMITTERFO FIBER OPTIC

G OR GRD GROUND

HOA HAND-OFF-AUTO SELECTOR-SWITCHHP HORSEPOWER

I/O INPUT/OUTPUT

JB JUNCTION BOX

kV KILOVOLTkVA KILOVOLT AMPERESkW KILOWATT

LE LEVEL ELEMENTLIT LEVEL INDICATING TRANSMITTERLS LEVEL SWITCH

LSH HIGH-LEVEL SWITCHLSL LOW-LEVEL SWITCH

MAG MAGNETIC

PCS PROCESS CONTROL SYSTEM

TSP TWISTED SHIELDED PAIRTYP TYPICAL

ULS ULTRASONIC LEVEL SENSOR

V VOLTSVA VOLT-AMPERESVFD VARIABLE FREQUENCY DRIVE

W/ WITH

ELECTRICAL NOTES

1. CONTRACTOR SHALL COORDINATE FINAL CONCRETE EQUIPMENT PAD (CEP) DIMENSIONS WITH FINAL DIMENSIONS OF EQUIPMENT AND OTHERSTRUCTURES TO BE MOUNTED ON PADS. REFER TO NOTES AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. EXTERIOR CEP SHALLMAINTAIN 4'-0” IN FRONT OF ELECTRICAL PANELS AND 6” ON SIDES.

2. ENCLOSURE DIMENSIONS SHOWN ON THE DRAWINGS ARE MINIMUM REQUIRED DIMENSIONS. ENCLOSURES SHALL BE SIZED TO ACCOMMODATEEQUIPMENT, CONTROLS AND COMPONENTS AS SHOWN, SPECIFIED AND REQUIRED FOR AN OPERABLE SYSTEM.

3. EVERY EFFORT HAS BEEN MADE TO IDENTIFY REMOTE ITEMS TO BE CONNECTED BY THE ELECTRICAL CONTRACTOR, EITHER IN THEELEMENTARIES OR IN THE SCHEDULES. HOWEVER, NOT ALL OF THE REMOTE DEVICES MAY HAVE BEEN SHOWN ON THE ELECTRICAL PLANDRAWINGS. REFER TO THE DRAWINGS OF RESPECTIVE TRADES TO LOCATE OR CONFIRM EQUIPMENT LOCATIONS.

4. GROUNDING: ELECTRICAL SYSTEMS SHALL BE GROUNDED AS SPECIFIED AND SHOWN ON THE CONTRACT DRAWINGS. WORK SHALL ALSO BEPERFORMED IN ACCORDANCE WITH ARTICLE 250 OF THE MOST RECENT REVISION OF THE NATIONAL ELECTRIC CODE. REFER TO DETAILS FORGROUNDING SCHEMATICS AND FOR GENERAL GROUNDING REQUIREMENTS OF ELECTRICAL EQUIPMENT. GROUND GRID CONNECTIONS SHOWNON THE INDIVIDUAL PLANS ARE MINIMUM REQUIREMENTS. ALL REQUIRED CONNECTIONS ARE NOT SHOWN ON PLANS FOR BREVITY. CONTRACTORSHALL COORDINATE NEW CONNECTIONS TO THE EXISTING GROUND GRIDS AS NECESSARY. REFER TO GROUNDING NOTES BELOW ANDELECTRICAL DETAILS FOR ADDITIONAL INFORMATION.

5. EXACT EQUIPMENT CONDUIT CONNECTIONS ARE TO BE DETERMINED BY THE ELECTRICAL INSTALLER BASED UPON THE ACTUAL FIELD LOCATIONOF EQUIPMENT. INSTALL CONDUIT IN ACCORDANCE WITH SPECIFICATIONS.

6. ALL PENETRATIONS THROUGH EXISTING SOLID CONCRETE STRUCTURES WHERE SLEEVES HAVE NOT BEEN PROVIDED SHALL BE CORE DRILLEDAND SIZED TO ACCEPT MECHANICAL LINK SEALS. THROUGH NON-FIRE RATED WALLS, CORE HOLE AND SEAL AROUND CONDUIT WITHNON-SHRINK GROUT. THROUGH EXTERIOR WALL SEAL WATER TIGHT WITH SILICONE MASONRY SEALANT.

7. EQUIPMENT MOUNTING RACK (EMR): THE FINAL LOCATION OF THE EMR'S SHALL BE COORDINATED IN THE FIELD TO AVOID INTERFERENCE WITHACCESS TO THE PROCESS EQUIPMENT. REFER TO DETAILS FOR INDIVIDUAL APPLICATIONS AND LOCATIONS.

8. EQUIPMENT REMOVALS: DISCONNECT AND REMOVE POWER/CONTROL CIRCUITS AND CONDUITS FROM THE RESPECTIVE EQUIPMENT.

9. EQUIPMENT RELOCATIONS: DISCONNECT AND REMOVE POWER/CONTROL CIRCUITS AND CONDUCTORS FROM THE EQUIPMENT. EQUIPMENTSHALL BE REMOVED AND RELOCATED TO THE NEW LOCATION SHOWN ON THE CONTRACT DRAWINGS.

10. CONDUIT REMOVALS: DISCONNECT AND REMOVE EXPOSED PORTIONS OF CONDUIT FOR EQUIPMENT TO BE REMOVED AND/OR RELOCATED. CUT,THREAD, COUPLE AND CAP EXISTING CONDUITS ADJACENT TO THE PENETRATION POINT WHERE THE CONDUITS ARE CONCEALED (IN WALLS,CONCRETE SLABS, BELOW GRADE). REPAIR WALL PENETRATIONS TO A WEATHER-TIGHT CONDITION MATCHING EXISTING WALL MATERIALS.

11. EQUIPMENT TO REMAIN: PROVIDE NEW FEEDER OR BRANCH CIRCUIT CONDUIT AND WIRING TO EXISTING/RELOCATED EQUIPMENT REQUIRED TOREMAIN IN SERVICE. CUT AND REUSE EXISTING CONDUIT RUNS WHERE PRACTICAL. CIRCUIT CONDUCTORS SHALL BE REPLACED THE ENTIRELENGTH OF THE CIRCUIT RUN.

12. ELECTRICAL PLANS: CONTRACTOR SHALL REFER TO ONE-LINES, SCHEMATICS, CONDUIT RISER DIAGRAMS AND DETAILS TO COORDINATECONDUIT AND CIRCUIT REQUIREMENTS FOR EACH SYSTEM.

13. FIBER OPTIC PATCH PANEL (FOPP) ENCLOSURE: ALL INDOOR FIBER OPTIC PATCH PANELS SHALL BE MOUNTED IN NEMA 12 ENCLOSURES INORDER TO ACCOMMODATE CONDUIT ENTRIES AND EXITS AND TO FACILITATE CONDUIT ROUTING IN THE BUILDING. ALL EXTERIOR FIBER OPTICPATCH PANELS SHALL BE MOUNTED IN NEMA 4X ENCLOSURES.

14. CONDUIT PENETRATIONS: WHERE CONDUITS ARE TOO LARGE FOR TERMINATION INTO CABINETS, CONTROL PANELS, INSTRUMENT ENCLOSURESOR OTHER ENCLOSURES DUE TO STANDARD KNOCK OUT SIZE, THE CONTRACTOR SHALL PROVIDE AN INTERMEDIATE PULL BOX IN ORDER TOCOORDINATE A TRANSITION IN CONDUIT SIZE. THIS SHALL BE COORDINATED WITH THE ENGINEER IN THE FIELD ON A CASE BY CASE BASIS.

15. SPARE WIRING: WHERE SPARE POWER AND CONTROL WIRING IS REQUIRED PER THE DRAWINGS AND/OR SPECIFICATIONS, SPARE WIRE SHALL BEPROVIDED WITH SUFFICIENT LENGTH TO EXTEND TO THE FURTHEST TERMINAL BLOCK/BUCKET/AREA OF THE ENCLOSURE BEING SERVED.

16. PROVIDE NAMEPLATE TO EXISTING PANELS AND EQUIPMENT INDICATING THE EQUIPMENT'S TAG NUMBER FOR ALL EXISTING EQUIPMENT THAT ISTO BE CONNECTED TO THE RTU/SCADA FOR MONITORING AND CONTROL.

6" PVC

8" PVC

4" PVC

8" DIP

6" DIP

C-112

THRU

C-114C-108

C-109

C-111

C-110

C-102

C-104

C-105

C-106

C-107

HIGHWAY 29

SILVERADO TRAILCALIFORNIA DR

VINEYARD VIEW DR

LAND LANE

YOUNTVILLE CROSS RD

NAPA RIVER

YOUNTVILLE JOINTTREATMENT PLANT

BERINGERPOND


STAG'S LEAP WINECELLARS POND

CHIMNEY ROCKPOND

MONDAVI POND

B2

B3

B8

B1

B6

B7

B5

B4

SOLANO DR

FINNEL R

D

C-109

C-111

SILVERADO TRAIILWASHING

TON STREET

YOUNT STREET C-103

CONSTRUCTIONLAUYDOWN AREA

CONTROL POINTS

POINT #

401

403

404

405

406

407

408

409

410

411

412

413

414

415

416

417

418

419

421

NORTHING

1912056.72

1906266.52

1907952.05

1906750.83

1905352.16

1905780.94

1908117.50

1906589.50

1905895.06

1906563.60

1908307.06

1904864.96

1906594.91

1906999.97

1909584.23

1911651.29

1909397.25

1913252.17

1905076.64

EASTING

6461011.03

6459963.58

6461653.46

6461597.60

6463204.02

6459791.17

6455949.72

6458350.20

6457683.06

6458210.20

6457487.87

6465099.96

6468391.52

6468920.74

6467279.11

6465338.64

6464425.86

6464212.92

6458318.51

ELEVATION

91.48

84.68

83.28

80.94

76.61

85.67

145.15

97.80

106.86

101.37

103.96

83.79

81.92

88.53

134.37

153.40

128.07

96.29

100.32

DESCRIPTION

SET NAIL AT AERIAL PANEL





















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Plot Date: Cad File No:6 December 2013 - 4:46 PM N:\US\Santa Rosa\Projects\12027 - The Town of Yountville\12027-11-001 Recycled Water Expansion Project\06-CAD\Sheets\1202711001 G-003.dwg


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Plotted by: Aaron Foscato

Contract No.Sht of




G-003

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SHOWN3

OVERALL SITE PLAN, KEY MAP, AND CONTROL DIAGRAM

N

0 1200'

SCALE 1"=600' AT ORIGINAL SIZE

900600300

* VERTICAL BENCHMARK: FOUND BRASS DISK - “VET HOME”ELEVATION 94.26 NAVD 88

* HORIZONTAL CONTROL: CALIFORNIA COORDINATE SYSTEMZONE 2 NAD 83

* GHD TOPOGRAPHICAL GROUND SURVEY, AUGUST 2011

* AERIAL SURVEY BY 3DI WEST, FLOWN AUGUST 16, 2011 FROMEUGENE OREGON (JOB#11-06)

* DO NOT DISTURB ANY SURVEY CONTROL OR BOUNDARYMONUMENTS.



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G-004

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NONE4

MITIGATION MEASURES GENERAL NOTES

GENERAL NOTES

1. ANY DISCREPANCY DISCOVERED BY CONTRACTOR IN THESE PLANS OR ANY FIELD CONDITIONSDISCOVERED BY CONTRACTOR THAT MAY DELAY OR OBSTRUCT THE PROPER COMPLETION OF THE WORKPER THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND THE OWNERIMMEDIATELY UPON DISCOVERY. SAID NOTIFICATION SHALL BE IN WRITING.

2. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND PAY ALL FEES PRIOR TO COMMENCEMENT OFANY WORK EXCEPT THOSE SPECIFICALLY NOTED IN SPECIFICATIONS AS PROVIDED BY TOWN OFYOUNTVILLE

3. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM NAPA COUNTY, CA BEFORE START OFWORK. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE PERMIT

4. WORK HOURS ARE LIMITED TO MONDAY THROUGH FRIDAY 8 A.M. TO 5 P.M. AT THE PROJECT SITE AND 7:30A.M. TO 4 P.M. AT THE TREATMENT PLANT. TIME AT THE TREATMENT PLANT HAS SOME FLEXIBILITY;HOWEVER DIFFERING HOURS NEED TO BE COORDINATED WITH DON MOORE, UTILITY OPERATIONSSUPERVISOR. INSPECTION WILL BE AVAILABLE MONDAY THROUGH FRIDAY FROM 8 A.M. TO 4 P.M. ANYWEEKEND WORK IS SUBJECT TO TOWN APPROVAL.

5. PRE-CONSTRUCTION MEETING IS REQUIRED PRIOR TO BEGINNING OF WORK. CONTACT THE ENGINEER TOSCHEDULE SUCH MEETING.

6. WITHIN 48 HOURS OF PAVING, ALL WATER VALVE BOXES WILL BE BROUGHT TO GRADE AND INSPECTIONREQUESTED.

GENERAL UNDERGROUND NOTES

1. NO GUARANTEE IS INTENDED THAT UNDERGROUND OBSTRUCTIONS NOT SHOWN ON THESE PLANS MAYBE ENCOUNTERED. THOSE SHOWN ARE BASED ON THE BEST INFORMATION AVAILABLE AND THECONTRACTOR IS CAUTIONED THAT THE OWNER, THE ENGINEERS, AND THE TOWN OF YOUNTVILLEASSUME NO RESPONSIBILITY FOR ANY OBSTRUCTIONS EITHER SHOWN OR NOT SHOWN ON THESE PLANS.THE CONTRACTOR SHALL COOPERATE WITH ALL UTILITY COMPANIES WORKING WITHIN THE LIMITS OFTHIS PROJECT.

2. CONTRACTOR SHALL NOT BEGIN EXCAVATION UNTIL ALL EXISTING UTILITIES HAVE BEEN MARKED IN THEFIELD BY THE APPLICABLE ENTITY RESPONSIBLE FOR THAT PARTICULAR UTILITY. THE CONTRACTORSHALL NOTIFY EACH APPLICABLE ENTITY AT LEAST 24 HOURS BEFORE STARTING WORK.

3. UNDERGROUND SERVICE ALERT: CALL TOLL FREE (800) 642-2444 AT LEAST 48 HOURS PRIOR TOEXCAVATION.

4. CONTRACTOR SHALL UNCOVER EXISTING BURIED UTILITIES IN THE PRESENCE OF UTILITY OWNER TOVERIFY LOCATIONS AND ELEVATIONS OF UTILITIES. BURIED UTILITIES INCLUDE, BUT ARE NOT LIMITED TO,WATER MAINS AND SERVICES, SEWER MAINS AND LATERALS, STORM DRAINS, GAS MAINS AND LATERALS,ELECTRICAL DISTRIBUTION LINES, TELEPHONE AND CABLE TV LINES. ALL UTILITIES CONFLICTING WITHTHE PROPOSED CONSTRUCTION SHALL BE RELOCATED OR RESOLVED PRIOR TO THE START OFCONSTRUCTION, OR CONFLICTING FACILITIES

5. ALL UNDERGROUND IMPROVEMENTS SHALL BE INSTALLED AND APPROVED PRIOR TO PAVING.

6. ALL MATERIAL, WORKMANSHIP AND CONSTRUCTION DETAILS SHALL CONFORM TO THE TOWN OFYOUNTVILLE CONSTRUCTION STANDARD SPECIFICATIONS, INCLUDING ALL ADDENDA, STANDARD PLANAND SPECIAL PROVISION REVISIONS.

7. ITEMS SPECIFIED ON THE STANDARD PLANS ARE APPROVED FOR USE BY THE TOWN OF YOUNTVILLE. ALLSUBSTITUTES OR ALTERATIONS SHALL BE SUBMITTED TO THE TOWN OF YOUNTVILLE FOR REVIEW ANDAPPROVAL.

RECYCLED WATER SYSTEM

1. THERE SHALL BE A FIVE HOUR MAXIMUM SHUTDOWN TIME OF EXISTING MAINS WHILE MAKINGCONNECTION. TWENTY-FOUR HOUR NOTICE OF SHUTDOWN TO BE GIVEN TO TOWN AND ALL WATERCUSTOMERS BY CONTRACTOR. EXISTING VALVES ARE TO BE OPERATED BY TOWN PERSONNEL ONLY. NOWATER MAIN CONNECTIONS ARE PERMITTED ON FRIDAY OR ON ANY DAY PRECEDING A HOLIDAY.

2. START EXCAVATION BY EXPOSING CONNECTION POINT TO EXISTING MAIN TO DETERMINE ITS LINE ANDGRADE. START NEW MAIN 8-10 FEET FROM AND ON SAME GRADE (AND LINE IF APPLICABLE) AS EXISTINGMAIN.

3. ALL TRENCHING, BACKFILL AND RESURFACING REQUIRED FOR INSTALLATION OF RECYCLED WATERSYSTEM FACILITIES SHALL BE PER TOWN OF YOUNTVILLE STANDARD DRAWINGS.

4. ONLY TOWN OF YOUNTVILLE PERSONNEL SHALL OPERATE VALVES ON EXISTING WATER MAINS OR WATERSERVICES.

5. ALL METER BOXES, VAULTS AND PITS SHALL BE BEDDED ON A 3" MINIMUM THICK, 3/4" DRAIN ROCK, CL llAB, OR OTHER CLEAN MATERIAL WITH SAND EQUIVALENT OF 20 MINIMUM, UNCONTAMINATED BY NATIVESOIL, AGAINST COMPACTED OR UNDISTURBED BASE. THE GRAVEL BED SHALL EXTEND TO A MINIMUM OF4" BEYOND ALL SIDES OF THE METER BOX. BOX SHALL BE SET FLUSH WITH TOP OF CURB, SIDEWALK ORGROUND, WHICHEVER IS APPLICABLE.

6. BEFORE COMBUSTIBLE MATERIALS MAY BE STORED OR CONSTRUCTED ON SITE, THE FIRE DEPARTMENTMUST APPROVE FIRE FLOW AND ACCESS.

7. AFTER A STREET HAS BEEN PAVED, ALL WATER VALVE BOXES WILL BE MARKED IN WHITE PAINT BEFORETHE CLOSE OF THAT WORK DAY.

PROJECT MEASURE 1: BASIC AIR QUALITY MEASURES

THE CONTRACTOR SHALL IMPLEMENT THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT'S BASIC CONSTRUCTION MEASURES, WHICHCONSIST OF THE FOLLOWING:

1. ALL EXPOSED SURFACES (E.G., PARKING AREAS, STAGING AREAS, SOIL PILES, GRADED AREAS, AND UNPAVED ACCESS ROADS)SHALL BE WATERED UP TO TWO TIMES PER DAY AS NECESSARY TO REDUCE DUST.

2. ALL HAUL TRUCKS TRANSPORTING SOIL, SAND, OR OTHER LOOSE MATERIAL OFF-SITE SHALL BE COVERED.3. ALL VISIBLE MUD OR DIRT TRACK-OUT ONTO ADJACENT PUBLIC ROADS SHALL BE REMOVED USING WET POWER VACUUM STREET

SWEEPERS AT LEAST ONCE PER DAY. THE USE OF DRY POWER SWEEPING IS PROHIBITED.4. ALL VEHICLE SPEEDS ON UNPAVED ROADS SHALL BE LIMITED TO 15 MPH.5. ALL ROADWAYS, DRIVEWAYS, AND SIDEWALKS TO BE PAVED SHALL BE COMPLETED AS SOON AS POSSIBLE.6. IDLING TIMES SHALL BE MINIMIZED EITHER BY SHUTTING EQUIPMENT OFF WHEN NOT IN USE OR REDUCING THE MAXIMUM IDLING

TIME TO 5 MINUTES (AS REQUIRED BY THE CALIFORNIA AIRBORNE TOXICS CONTROL MEASURE TITLE 13, SECTION 2485 OFCALIFORNIA CODE OF REGULATIONS [CCR]). CLEAR SIGNAGE SHALL BE PROVIDED FOR CONSTRUCTION WORKERS AT ALL ACCESSPOINTS.

7. ALL CONSTRUCTION EQUIPMENT SHALL BE MAINTAINED AND PROPERLY TUNED IN ACCORDANCE WITH MANUFACTURER'SSPECIFICATIONS. ALL EQUIPMENT SHALL BE CHECKED BY A CERTIFIED MECHANIC AND DETERMINED TO BE RUNNING IN PROPERCONDITION PRIOR TO OPERATION.

8. POST A PUBLICLY VISIBLE SIGN WITH THE TELEPHONE NUMBER AND PERSON TO CONTACT AT THE LEAD AGENCY REGARDINGDUST COMPLAINTS. THIS PERSON SHALL RESPOND AND TAKE CORRECTIVE ACTION WITHIN 48 HOURS. THE AIR DISTRICT'S PHONENUMBER SHALL ALSO BE VISIBLE TO ENSURE COMPLIANCE WITH APPLICABLE REGULATIONS.

PROJECT MEASURE 2: TRAFFIC CONTROL PLAN

THE CONTRACTOR SHALL DEVELOP A TRAFFIC CONTROL PLAN TO MINIMIZE THE IMPACTS OF CONSTRUCTION TRAFFIC ON PROJECTAREA ROADWAYS AND AT KEY INTERSECTIONS USED DURING CONSTRUCTION. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THEFOLLOWING PROVISIONS AND MAY INCLUDE OTHER MEASURES IF A FURTHER NEED IS IDENTIFIED.

1. LOCATION(S) OF DESIGNATED PROJECT CONSTRUCTION STAGING AREAS.2. POST WARNING SIGNAGE AT POINTS WHERE CONSTRUCTION TRAFFIC WILL ENTER OR LEAVE SOLANO DR, LAND LANE, AND

SILVERADO TRAIL3. USE FLAG CONTROL DURING WORK HOURS WHEN EQUIPMENT OR MATERIALS ARE DELIVERED TO THE WORK AREA.4. DETOUR ROUTES TO BE USED IN ORDER TO MAINTAIN ACCESS DURING VARIOUS PHASES OF THE PROJECT'S CONSTRUCTION.5. RESTRICT ALL CONSTRUCTION TRAFFIC TO NORMAL DAYTIME BUSINESS HOURS, UNLESS THE TOWN IDENTIFIES A NEED FOR

OFF-HOURS ROUTING TO AVOID IMPACTS ON PEAK-HOUR COMMUTE TRAFFIC.6. CONSULT WITH THE NAPA COUNTY FIRE DEPARTMENT AND PROVIDE NOTIFICATION OF THE TIMING, LOCATION, AND DURATION OF

CONSTRUCTION IN THE VICINITY OF THE YOUNTVILLE FIRE STATION.7. IN ORDER TO MINIMIZE ANY POTENTIAL OVERLAP WITH OTHER CONSTRUCTION AND ROADWAY IMPROVEMENT PROJECT(S), THE

CONTRACTOR SHALL WORK WITH THE TOWN AND NAPA COUNTY TO IDENTIFY THE ROUTES AND INTERSECTIONS THAT SHOULD BEAVOIDED, AS WELL AS APPROPRIATE ALTERNATE TRAVEL ROUTES OR TIMES. THE PLAN SHALL ADDRESS ROUTES TO MINIMIZECONSTRUCTION TRAFFIC ON STATE HIGHWAY 29 DURING PEAK HOURS.

MITIGATION MEASURE BIO-1: AVOID IMPACTS TO CALIFORNIA RED-LEGGED FROG

THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING MEASURES TO AVOID IMPACTS TO CALIFORNIA RED-LEGGED FROGS (CRLF)DURING CONSTRUCTION WITHIN 50 FEET OF THE AGRICULTURAL IRRIGATION PONDS:

1. GROUND DISTURBING CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE DRY SEASON PERIOD FROM APRIL 1 THROUGHNOVEMBER 1 TO AVOID POTENTIAL RED-LEGGED FROG DISPERSAL EVENTS.

2. A QUALIFIED BIOLOGIST, HIRED BY THE CONTRACTOR BUT APPROVED BY THE TOWN, SHALL CONDUCT A PRE-CONSTRUCTIONSURVEY IMMEDIATELY PRECEDING ANY CONSTRUCTION ACTIVITY WITHIN 50 FEET OF THE IRRIGATION PONDS. THE BIOLOGISTSHALL REMAIN ON-SITE DURING GROUND DISTURBING CONSTRUCTION WITHIN 50 FEET OF A POND.

3. IF A CRLF IS ENCOUNTERED DURING CONSTRUCTION, ALL CONSTRUCTION ACTIVITIES IN THE IMMEDIATE AREA SHALL CEASEUNTIL THE ANIMAL MOVES AWAY OF ITS OWN VOLITION. CONSTRUCTION CANNOT BEGIN UNTIL THE CRLF HAS LEFT THECONSTRUCTION AREA. IF CRLF DO NOT LEAVE THE SITE TO ALLOW FOR CONSTRUCTION, THE TOWN SHALL CONTACT USFWS FORDIRECTION ON HOW TO PROCEED.

4. PRIOR TO THE START OF CONSTRUCTION, A USFWS-APPROVED BIOLOGIST SHALL TRAIN ALL CONSTRUCTION PERSONNELREGARDING HABITAT SENSITIVITY, IDENTIFICATION OF SPECIAL STATUS SPECIES, AND REQUIRED PRACTICES BEFORE THE STARTOF CONSTRUCTION.

5. BECAUSE DUSK AND DAWN ARE OFTEN THE TIMES WHEN CRLF ARE MOST ACTIVELY FORAGING AND DISPERSING, ALLCONSTRUCTION ACTIVITIES SHALL CEASE ONE-HALF HOUR BEFORE SUNSET AND SHALL NOT BEGIN PRIOR TO ONE-HALF HOURBEFORE SUNRISE. ALL VEHICLE PARKING SHALL BE RESTRICTED TO PREVIOUSLY DETERMINED STAGING AREAS OR EXISTINGROADS.

6. THE FUELING AND MAINTENANCE OF VEHICLES AND OTHER EQUIPMENT SHALL OCCUR AT LEAST 20 METERS (65 FEET) FROM ANYRIPARIAN HABITAT OR WATER BODY.

MITIGATION MEASURE BIO-2: CONDUCT PRECONSTRUCTION NESTING SURVEYS FOR NESTING PASSERINES AND RAPTORS

IF CONSTRUCTION IS SCHEDULED TO START BETWEEN JANUARY 31 AND OCTOBER 1, A QUALIFIED BIOLOGIST, HIRED BY THECONTRACTOR BUT APPROVED BY THE TOWN, SHALL CONDUCT PRECONSTRUCTION NESTING SURVEYS WITHIN 48 HOURS OFCONSTRUCTION FOR NESTING PASSERINES (SMALL SONGBIRDS) AND RAPTORS. TREES WITHIN A 200-FOOT RADIUS SHALL BE INCLUDEDIN THE SURVEYS. IF ACTIVE NESTS ARE LOCATED IN THE WORK AREA, THE BIOLOGIST, IN CONSULTATION WITH CDFG, (CALIFORNIADEPARTMENT OF FISH AND GAME), SHALL ESTABLISH AN APPROPRIATELY SIZED BUFFER AROUND THE NEST IN WHICH NO WORK WILLBE ALLOWED UNTIL THE YOUNG HAVE SUCCESSFULLY FLEDGED. A MINIMUM OF A 50-FOOT BUFFER ZONE SHALL BE PLACED AROUNDPASSERINE NESTS AND 250-FOOT BUFFERS SHALL BE PLACED AROUND RAPTOR NESTS. IF A QUALIFIED BIOLOGIST DETERMINES THATLESS OF A BUFFER ZONE IS ACCEPTABLE, THE SIZE OF THE BUFFER ZONE MAY BE REDUCED UPON APPROVAL BY CDFG.

MITIGATION MEASURE BIO-3: AVOID OR RESTORE JURISDICTIONAL WETLANDS AND WATERS TEMPORARILY AFFECTED BYCONSTRUCTION

THE CONTRACTOR SHALL IMPLEMENT AVOIDANCE AND MINIMIZATION MEASURES, INCLUDING BEST MANAGEMENT PRACTICES (BMPS),TO PROTECT JURISDICTIONAL WETLANDS AND WATERS DURING CONSTRUCTION. MATERIALS AND FLUIDS GENERATED BYCONSTRUCTION ACTIVITIES SHALL BE PLACED AT LEAST 25 FEET AWAY FROM WETLAND AREAS OR DRAINAGES UNTIL THEY CAN BEDISPOSED OF AT A PERMITTED SITE. ALL WETLANDS AND WATERS AREAS LOCATED ADJACENT TO THE CONSTRUCTION ZONE THATCOULD BE AFFECTED BY CONSTRUCTION ACTIVITIES SHALL BE TEMPORARILY FENCED OFF AND DESIGNATED AS ENVIRONMENTALLYSENSITIVE AREAS TO PREVENT ACCIDENTAL INTRUSION BY WORKERS AND EQUIPMENT.

THE FOLLOWING MEASURES SHALL BE IMPLEMENTED WHERE CONSTRUCTION IMPACTS TO JURISDICTIONAL WATERS AND WETLANDSCANNOT FEASIBLY BE AVOIDED. A WETLAND AND WATERS RESTORATION PLAN SHALL BE PREPARED PRIOR TO CONSTRUCTION. THERESTORATION SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING MEASURES:

1. INSTALL PIPELINES WHEN WETLANDS AND STREAMS ARE DRY.2. RESTORE ORIGINAL CONTOURS AND DRAINAGE PATTERNS, BOTH INTO AND OUT OF THE WETLAND.3. SPREAD A COVER OF STRAW, RICE STRAW IF AVAILABLE, OVER DISTURBED SOILS AND WORK INTO SOIL. THIS PRACTICE SHALL

NOT BE IMPLEMENTED IN WETLAND SOILS.4. APPLY AN ORGANICALLY BASED TACKIFIER ON DISTURBED AREAS TO REDUCE AIR AND WATER EROSION OF SOILS.5. PLANTS SHALL BE INSTALLED, MAINTAINED AND REPLACED SUCH THAT 70 PERCENT OF THE DESIGN PLANT DENSITY IS PRESENT

ON THE FIVE-YEAR ANNIVERSARY OF PLANT INSTALLATION.

MITIGATION MEASURE CR-4: TREATMENT OF ARCHAEOLOGICAL RESOURCES DISCOVERED DURING CONSTRUCTION

IF ARCHAEOLOGICAL MATERIALS ARE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES, THE PIECE OF EQUIPMENT THATENCOUNTERS THE MATERIALS MUST BE STOPPED, AND THE FIND INSPECTED BY A QUALIFIED ARCHAEOLOGIST, HIRED BY THECONTRACTOR BUT APPROVED BY THE TOWN, TO EVALUATE THE MATERIALS AND RECOMMEND APPROPRIATE TREATMENT.PREHISTORIC ARCHAEOLOGICAL MATERIALS MIGHT INCLUDE OBSIDIAN AND CHERT FLAKED-STONE TOOLS (E.G., PROJECTILE POINTS,KNIVES, SCRAPERS) OR TOOLMAKING DEBRIS; CULTURALLY DARKENED SOIL (“MIDDEN”) CONTAINING HEAT-AFFECTED ROCKS,ARTIFACTS, OR SHELLFISH REMAINS; AND STONE MILLING EQUIPMENT (E.G., MORTARS, PESTLES, HANDSTONES, OR MILLING SLABS);AND BATTERED STONE TOOLS, SUCH AS HAMMERSTONES AND PITTED STONES. HISTORIC PERIOD MATERIALS MIGHT INCLUDE STONE,CONCRETE, OR ADOBE FOOTINGS AND WALLS; FILLED WELLS OR PRIVIES; AND DEPOSITS OF METAL, GLASS, AND/OR CERAMIC REFUSE.

IN THE CASE OF AN UNANTICIPATED ARCHAEOLOGICAL DISCOVERY, IF IT IS DETERMINED THAT THE FIND IS UNIQUE UNDER THENATIONAL HISTORIC PRESERVATION ACT (NHPA) AND/OR POTENTIALLY ELIGIBLE FOR LISTING IN THE NATIONAL REGISTER, AND THESITE CANNOT BE AVOIDED, THE CONTRACTOR SHALL DEVELOP A RESEARCH DESIGN AND EXCAVATION PLAN, PREPARED BY ANARCHAEOLOGIST, OUTLINING RECOVERY OF THE RESOURCE, ANALYSIS, AND REPORTING OF THE FIND. TREATMENT AND RESOLUTIONMAY INCLUDE MODIFYING THE PROJECT TO ALLOW THE MATERIALS TO BE LEFT IN PLACE, OR UNDERTAKING DATA RECOVERY OF THEMATERIALS IN ACCORDANCE WITH STANDARD ARCHAEOLOGICAL METHODS; PROTECTION AND PRESERVATION OF RESOURCES ISPREFERABLE IF FEASIBLE. THE RESEARCH DESIGN AND EXCAVATION PLAN SHALL BE SUBMITTED TO RECLAMATION STAFF WHO WOULDNOTIFY THE SHPO AND THE NATIVE AMERICAN REPRESENTATIVES. RECLAMATION AND THE SWRCB SHALL APPROVE THE PLAN PRIORTO CONSTRUCTION BEING RESUMED. IN THE EVENT THAT THE CONTRACTOR MUST WORK IN THE STATE RIGHT-OF-WAY (I.E. STATEHIGHWAY 29), THE CONTRACTOR SHALL SUBMIT A STANDARD ENCROACHMENT PERMIT APPLICATION TO CALTRANS DURING THE DESIGNOF PHASE 3 OF THE PROJECT. IF AN UNANTICIPATED ARCHAEOLOGICAL DISCOVERY DURING GROUND-DISTURBING ACTIVITIES OCCURSWITHIN THE STATE RIGHT-OF-WAY, THE CALTRANS OFFICE OF CULTURAL RESOURCE STUDIES, DISTRICT 4, SHALL BE CONTACTED.

MITIGATION MEASURE CR-5: PROTECTION AND PRESERVATION OF PALEONTOLOGICAL MATERIALS

IF PALEONTOLOGICAL RESOURCES (E.G., VERTEBRATE BONES, TEETH, OR ABUNDANT AND WELL-PRESERVED INVERTEBRATES ORPLANTS) ARE ENCOUNTERED DURING CONSTRUCTION, THE TOWN SHALL HALT GROUND-DISTURBING WORK IN THE VICINITY OF THEFIND. WORK NEAR THE FIND SHALL NOT BE RESUMED UNTIL A QUALIFIED PALEONTOLOGIST HAS EVALUATED THE MATERIALS ANDOFFER RECOMMENDATIONS FOR FURTHER ACTION, INCLUDING SALVAGE OF ANY SIGNIFICANT PALEONTOLOGICAL RESOURCES.

MITIGATION MEASURE CR-6: PROCEDURES FOR ENCOUNTERING HUMAN REMAINS

IF HUMAN REMAINS ARE DISCOVERED, POTENTIALLY DAMAGING ACTIVITIES SHALL BE HALTED AND NO FURTHER EXCAVATION OF THEREMAINS OR NEARBY AREA CAN OCCUR UNTIL THE NAPA COUNTY CORONER HAS MADE NECESSARY FINDINGS AS TO THE ORIGIN OFTHE REMAINS, IN ACCORDANCE WITH THE HEALTH AND SAFETY CODE 7050.5. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THECOUNTY CORONER AND A PROFESSIONAL ARCHAEOLOGIST TO DETERMINE THE NATURE OF THE REMAINS. AT THE SAME TIME, ANARCHAEOLOGIST SHALL BE CONTACTED TO EVALUATE THE SITUATION. AS THE PROPERTY HAS BEEN REPEATEDLY TILLED AND GRADED,THE POSSIBILITY EXISTS THAT HUMAN REMAINS MAY BE FRAGMENTARY AND MIXED WITH SURROUNDING SOILS. IF HUMAN REMAINS AREENCOUNTERED, ALL GROUND DISTURBANCE WITHIN A 50 FEET DIAMETER AREA SHALL BE HALTED UNTIL THE ARCHAEOLOGIST AND THECORONER HAVE REVIEWED THE REMAINS. IF THE CORONER DETERMINES THAT THE REMAINS ARE OF NATIVE AMERICAN ORIGIN, THETOWN SHALL NOTIFY THE NATIVE AMERICAN HERITAGE COMMISSION WITHIN 24 HOURS OF IDENTIFICATION, AS WELL AS THERECLAMATION REPRESENTATIVE. THE COMMISSION THEN NOTIFIES THE MOST LIKELY DESCENDANT, WHO HAS 48 HOURS TO MAKERECOMMENDATIONS TO THE LANDOWNER FOR THE DISPOSITION OF THE REMAINS. REMAINS SHALL BE TREATED IN ACCORDANCE WITHPUBLIC RESOURCES CODE §5097.9.

MITIGATION MEASURE HYD- 1: STORM WATER POLLUTION PREVENTION PLAN

THE CONTRACTOR SHALL OBTAIN COVERAGE UNDER SWRCB (STATE WATER RESOURCES CONTROL BOARD) ORDER NO. 2009-0009-DWQ,WASTE DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION AND LANDDISTURBANCE ACTIVITIES. THE CONTRACTOR SHALL SUBMIT PERMIT REGISTRATION DOCUMENTS (NOTICE OF INTENT, RISK,ASSESSMENT, SITE MAPS, SWPPP, ANNUAL FEE, AND CERTIFICATIONS) TO THE STATE WATER RESOURCES CONTROL BOARD. THESWPPP SHALL ADDRESS POLLUTANT SOURCES, NON-STORM WATER DISCHARGES RESULTING FROM CONSTRUCTION DEWATERING,BEST MANAGEMENT PRACTICES, AND OTHER REQUIREMENTS SPECIFIED IN THE ORDER. THE BMPS SHALL INCLUDE ANY MEASURESINCLUDED IN THE EROSION AND SEDIMENT CONTROL PLANS DEVELOPED FOR THE PROJECT TO MINIMIZE DISTURBANCE AFTERGRADING OR CONSTRUCTION. THE SWPPP SHALL ALSO INCLUDE DUST CONTROL PRACTICES TO PREVENT WIND EROSION, SEDIMENTTRACKING AND DUST GENERATION BY CONSTRUCTION EQUIPMENT. THE CONTRACTOR SHALL ENSURE THAT A QUALIFIED SWPPPPRACTITIONER OVERSEES IMPLEMENTATION OF THE SWPPP, INCLUDING VISUAL INSPECTIONS, SAMPLING AND ANALYSIS, ANDENSURING OVERALL COMPLIANCE.

MITIGATION MEASURE HYD- 2: CONSTRUCTION DEWATERING

IF CONSTRUCTION DEWATERING IS REQUIRED, THE TOWN SHALL EVALUATE REASONABLE OPTIONS FOR DEWATERING MANAGEMENT.THE FOLLOWING MANAGEMENT OPTIONS SHALL BE CONSIDERED:

1. REUSE THE WATER ON-SITE FOR DUST CONTROL, COMPACTION, OR IRRIGATION.2. RETAIN THE WATER ON-SITE IN A GRASSY OR POROUS AREA TO ALLOW INFILTRATION/EVAPORATION.3. DISCHARGE (BY PERMIT) TO A SANITARY SEWER OR SURFACE WATER (THIS OPTION MAY REQUIRE A TEMPORARY METHOD TO

FILTER SEDIMENT-LADEN WATER PRIOR TO DISCHARGE).

IF DISCHARGING TO THE SANITARY SEWER, THE TOWN SHALL ISSUE A ONE-TIME DISCHARGE PERMIT OR OTHER TYPE OF APPROVALREQUIRING, AS NECESSARY, MEASURES FOR CHARACTERIZING THE DISCHARGE AND ENSURING FILTERING METHODS AND MONITORINGTO VERIFY THAT THE DISCHARGE IS COMPLIANT WITH THE TOWN'S LOCAL WASTEWATER DISCHARGE REQUIREMENTS.

IF DISCHARGING TO A LOCAL SURFACE WATER OR STORM DRAIN, THE DISCHARGE SHALL BE MANAGED AS A NON-STORM WATERDISCHARGE AND CONTROL MEASURES SHALL BE INCLUDED IN THE SWPPP PREPARED UNDER ORDER NO. 2009-0009-DWQ. THECONTRACTOR SHALL CHARACTERIZE THE GROUNDWATER PRIOR TO DISCHARGE AND IMPLEMENT CONTROL MEASURES, SUCH ASSETTLING AND/OR FILTRATION TO ENSURE THAT EXCESSIVE SEDIMENT IS NOT DISCHARGED, AND MANAGE DISCHARGE RATES TOPREVENT EROSION DOWNSTREAM.

MITIGATION MEASURE NOI-1: NOISE REDUCTION MEASURES

DURING PROJECT CONSTRUCTION, THE CONTRACTOR(S) SHALL IMPLEMENT THE FOLLOWING MEASURES SUCH THAT NOISE FROMCONSTRUCTION DOES NOT EXCEED 70 DBA AT NOISE-SENSITIVE USES DURING DAYTIME HOURS.

1. CONSTRUCTION WORK HOURS ARE LIMITED TO MONDAY THROUGH FRIDAY 8 A.M. TO 5 P.M. AT THE PROJECT SITE AND 7:30 A.M. TO4 P.M. AT THE TREATMENT PLANT.

2. USE QUIETEST AVAILABLE EQUIPMENT AND ELECTRICALLY-POWERED EQUIPMENT, RATHER THAN INTERNAL COMBUSTIONENGINES WHERE FEASIBLE.

3. EQUIPMENT AND ON-SITE TRUCKS USED FOR PROJECT CONSTRUCTION SHALL UTILIZE THE BEST AVAILABLE NOISE CONTROLTECHNIQUES (E.G., IMPROVED MUFFLERS, EQUIPMENT REDESIGN, USE OF INTAKE SILENCERS, DUCTS, ENGINE ENCLOSURES, ANDACOUSTICALLY ATTENUATING SHIELDS OR SHROUDS, WHEREVER FEASIBLE). ALL CONSTRUCTION EQUIPMENT SHALL BEINSPECTED AT PERIODIC INTERVALS TO ENSURE PROPER MAINTENANCE AND RESULTING LOWER NOISE LEVELS.

4. IMPACT TOOLS (E.G., JACK HAMMERS, PAVEMENT BREAKERS) USED FOR PROJECT CONSTRUCTION SHALL BE HYDRAULICALLY ORELECTRICALLY POWERED WHEREVER POSSIBLE TO AVOID NOISE ASSOCIATED WITH COMPRESSED-AIR EXHAUST FROMPNEUMATICALLY POWERED TOOLS. AN EXHAUST MUFFLER ON THE COMPRESSED-AIR EXHAUST SHALL BE USED; THIS MUFFLERCAN LOWER NOISE LEVELS FROM THE EXHAUST BY UP TO ABOUT 10 DBA. EXTERNAL JACKETS ON THE TOOLS THEMSELVES SHALLBE USED WHERE FEASIBLE, WHICH COULD ACHIEVE A REDUCTION OF 5 DBA.

5. A PRECONSTRUCTION MEETING SHALL BE HELD BETWEEN THE JOB INSPECTORS AND THE CONTRACTOR/ON-SITE PROJECTMANAGER TO CONFIRM THAT NOISE MITIGATION AND PRACTICES ARE COMPLETED PRIOR TO COMMENCEMENT OF CONSTRUCTION(INCLUDING CONSTRUCTION HOURS, NEIGHBORHOOD NOTIFICATION, ETC.).

6. AN ON-SITE COMPLAINT AND ENFORCEMENT MANAGER SHALL BE POSTED TO RESPOND TO AND TRACK ANY NOISE COMPLAINTS.THE MANAGER SHALL BE RESPONSIBLE FOR RESPONDING TO ANY COMPLAINTS REGARDING CONSTRUCTION NOISE AND FORCOORDINATING WITH THE ADJACENT LAND USES. THE MANAGER SHALL DETERMINE THE CAUSE OF ANY COMPLAINTS ANDCOORDINATE WITH THE CONSTRUCTION TEAM TO IMPLEMENT EFFECTIVE MEASURES (CONSIDERED TECHNICALLY ANDECONOMICALLY FEASIBLE) WARRANTED TO CORRECT THE PROBLEM. THE TELEPHONE NUMBER OF THE ON-SITE COMPLAINT ANDENFORCEMENT MANAGER SHALL BE POSTED AT THE CONSTRUCTION SITE AND PROVIDED TO NEIGHBORS IN A NOTIFICATIONLETTER. THE MANAGER SHALL BE TRAINED TO USE A SOUND LEVEL METER AND SHOULD BE AVAILABLE DURING ALLCONSTRUCTION HOURS TO RESPOND TO COMPLAINTS.

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(E) GROUND

154' RE-SEED DISTURBED AREA

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18"

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23

24

25

26

27

NORTHING

1907538.98

1907540.80

1907566.97

1907613.54

1907632.10

1907665.52

1907694.87

EASTING

6461319.99

6461323.00

6461367.13

6461341.12

6461346.77

6461365.92

6461393.10

DESCRIPTION

APPROX. CONNECT TO EX. 8" RW

VALVE

8" 90° BEND

8" 45° BEND

8" 11.25° BEND

8" 11.25° BEND

8" DEFLECTION

27

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2321

N59°18'00"E54.83'

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N16°57'52"E

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37.94'N42°48'00"E

40.00'N44°57'41"E

573.00'

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Plot Date: Cad File No:6 December 2013 - 6:35 PM N:\US\Santa Rosa\Projects\12027 - The Town of Yountville\12027-11-001 Recycled Water Expansion Project\06-CAD\Sheets\1202711001 C-101 to C-107.dwg


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LOCATION OF EXISTING UTILITIES ANDSTRUCTURES ARE FROM THE BEST INFORMATION

AVAILABLE. EXACT LOCATION ANDCOMPLETENESS ARE NOT GUARANTEED.

CONTACTOR SHALL NOTIFY UNDERGROUNDSERVICES ALERT (800) 227-2600 A MINIMUM OF 48

HOURS PRIOR TO ANY EXCAVATION ANDPOTHOLE FOR EXACT LOCATION.


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1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF EXISTINGRECYCLED WATER MAIN FOR CONNECTION WITH NEW MAIN.

2. CONTRACTOR SHALL COORDINATE WITH VINEYARD OWNER LOCATION OFVINEYARD UTILITIES, GASLINES AND IRRIGATION WITHIN PROPOSEDALIGNMENT PRIOR TO CONSTRUCTION.

3. CONTRACTOR SHALL POTHOLE AND LOCATE PRIVATE UTILITY LOCATIONSPRIOR TO CONSTRUCTION. (GAS AND IRRIGATION)

4. CONTRACTOR TO FIELD VERIFY EXISTING GASLINE LOCATION PRIOR TOCONSTRUCTION.

INSTALL 8" C900 CLASS 150 PVC RECLAIMED WATERLINE LF672

INSTALL 8" GATE VALVE, BOX AND COVER PER DTL 4, SHEET C-503 EA1

CONNECT TO EXISTING RECYCLED WATERLINE PERDTL. 1, SHEET C-505. EA1

RE-SEED DISTURBED AREA PER SPECIFICATIONS, 16' WIDTH SY274

REMOVE AND REPLACE RIPRAP IN KIND PER DTL 4, SHEET C-505 SF450

INSTALL ASPHALT REPLACEMENT PER DTL 2 SHEET C-503 SY226

SAWCUT, REMOVE AND DISPOSE ASPHALT CONCRETE(APPROXIMATELY 3" THICK) SF2034

RECYCLED WATERLINE PLAN - BERINGER

RECYCLED WATERLINE PROFILE - BERINGER

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6868

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0AT ORIGINAL SIZE

AT ORIGINAL SIZE

8'4'2' 6'

80'40'20' 60'

VERTICAL 1"=4'

HORIZONTAL 1"=40'

31+00 32+00 33+00

26+38

27+0

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28+00

29+00

30+00 31+00 32+008" PVC 8" PVC 8" PVC

15' WIDE TEMP.CONSTRUCTIONEASEMENT

LAND LANE

PARCEL LINE (TYP.)

EDGE OF ROAD (TYP.)

EDGE OFVINEYARD (TYP.)

19'

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1. CONTRACTOR SHALL COORDINATE WITH VINEYARD OWNER LOCATION OFVINEYARD UTILITIES WITHIN PROPOSED ALIGNMENT PRIOR TOCONSTRUCTION.

2. CONTRACTOR SHALL POTHOLE AND LOCATE PRIVATE UTILITY LOCATIONSPRIOR TO CONSTRUCTION.






76

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33+00 34+00 35+00 36+00 37+00

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AT ORIGINAL SIZE

8'4'2' 6'

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VERTICAL 1"=4'

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38+00 39+00 39+50

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34+00 35+00 36+00 37+00 38+00 39+008" PVC 8" PVC 8" PVC 8" PVC


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PARCEL LINE (TYP.)


19'

GASLINE - APPROXIMATELOCATION

EDGE OF ROAD (TYP.)

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32

31

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RW

RW

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N43°35'36"W36.01'

N64°35'18"W

27.62'

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N40°09'18"W1337.64'

30

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22.

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30

31

32

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1908561.99

1908564.24

1908588.08

1908599.93

EASTING

6462258.17

6462256.27

6462233.34

6462208.39

DESCRIPTION

8" 90° BEND

VALVE

8" 22.5° BEND

8" 22.5° BEND



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3. TRIM EXISTING TREES AND BUSHES AS NEEDED UNDER THE DIRECTIONOF A LICENSED ARBORIST.




REPLACE WIRE FENCE IN KIND LF15

REMOVE AND REPLACE VEGETATION AND IRRIGATIONLINES IN KIND AS NEEDED. LS1

REMOVE AND DISPOSE EXISTING WIRE FENCE LF15



76

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76

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39+50 40+00 41+00 42+00 43+00 48+50

ELEV

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ELEV

ATI

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6868

72 72

0

0AT ORIGINAL SIZE

AT ORIGINAL SIZE

8'4'2' 6'

80'40'20' 60'

VERTICAL 1"=4'

HORIZONTAL 1"=40'

44+00 45+00 46+00 47+00 48+00

41+00

42+00 43+00 44+00 45+00 46+00 47+00 48+00

SOIL BORING (TYP.)15' WIDE TEMP.CONSTRUCTIONEASEMENT

PARCEL LINE (TYP.)

EDGE OF VINEYARDROAD (TYP.)



B7

8" PVC 8" PVC

6'

7'

6'

40+00

9.5

8" PVC

EDGE OFROAD (TYP.)

36

35

34

N 45°18' 29"E917 .44'

N40°09'18"W1337.64'

STA.

54+7

08"

90°

BEN

D

STA.

54+7

48"

GAT

E VA

LVE

3' M

INC

OV

ER


(E) GROUND

POSITIVE SLOPE

900' RE-SEED DISTURBED AREA

STA.

54+8

4

POINT #

34

35

36

NORTHING

1909148.14

1909622.29

1909624.50

EASTING

6461745.86

6461345.81

6461348.04

DESCRIPTION

PVC RW LINE

8" 90° BEND

VALVE



CheckDrafting

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Scale

Design




Date

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Contract No.Sht of








C-105

RS MJ

SD WZ

AS SHOWN9

MATCHLINE STA 57+50SEE C-106

GENERAL NOTES

CONSTRUCTION



CONTROL POINTS


DEMOLITION



SEE

C-1

04M

ATC

HLI

NE

STA

48+

50



76

80

84

88

92

96

76

80

84

88

92

96

48+50 49+00 50+00 51+00 52+00 57+50

ELEV

ATI

ON

ELEV

ATI

ON

72 72

0

0AT ORIGINAL SIZE

AT ORIGINAL SIZE

8'4'2' 6'

80'40'20' 60'

VERTICAL 1"=4'

HORIZONTAL 1"=40'

53+00 54+00 55+00 56+00

49+00 50+00 51+00 52+00 53+00 54+00

55+0056+00

57+00

57+00

15' WIDE TEMP. CONSTRUCTIONEASEMENT (TYP.)



PARCEL LINE (TYP.)

B6

8" PVC 8" PVC

8" PV C

6'

6'

5.5 '

13.5'

38

37N45°18'29"E

917.44'

N44°

42'35

"W66

5.48

'

3' M

INC

OV

ER

STA.

63+9

18"

GAT

E VA

LVE

STA.

63+8

88"

90°

BEN

D


(E) GROUND

POSITIVE SLOPEPOSITIVE SLOPE

652' RE-SEED DISTURBED AREA 348' ASPHALT REPLACEMENT

3' M

INC

OV

ER

STA.

64+0

2

POINT #

37

38

NORTHING

1910267.52

1910269.19

EASTING

6461998.01

6461996.36

DESCRIPTION

8" 90° BEND

VALVE



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Client

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Scale

Design




Date

JobManager

ProjectDirector


Contract No.Sht of








C-106

RS MJ

SD WZ

AS SHOWN10

GENERAL NOTES

CONSTRUCTION



CONTROL POINTS



DEMOLITION

1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF EXISTINGRECYCLED WATER MAIN FOR CONNECTION WITH NEW MAIN..




SEE C-107MATCHLINE STA 67+50

SEE

C-1

05M

ATC

HLI

NE

STA

57+

50



76

80

84

88

92

76

80

84

88

92

57+50 58+00 59+00 60+00 61+00 66+00

ELEV

ATI

ON

ELEV

ATI

ON

0

0AT ORIGINAL SIZE

AT ORIGINAL SIZE

8'4'2' 6'

80'40'20' 60'

VERTICAL 1"=4'

HORIZONTAL 1"=40'

62+00 63+00 64+00 65+00 67+00 67+50

58+00 59+00 60+00 61+00 62+00 63+00

64+00

65+0

066

+00

67+0

0

15' WIDE TEMP. CONSTRUCTIONEASEMENT


PARCEL LINE (TYP.)


B5

8" PVC 8" PVC

8" P

VC8"

PVC

39

N44°42'35"W665.48'

N45°25'21"E498.13'

43

4241

40

N44°

34'39

"W21

2.05

'

N45°25'21"E498.13'

N45°19'03"E107.18'

(E) GROUND

3' M

INC

OV

ER

STA.

70+5

38"

90°

BEN

D

STA.

75+5

18"

90°

BEN

D

STA.

77+6

38"

90°

BEN

D

STA.

78+1

0M

ETER

ING

VALV

E VA

ULT



STA.

78+3

68"

45°

BEN

D

STA.

78+6

68"

22.

5° B

END

PIPE

DIS

CHAR

GEDE

T. 2,

SHT

. C-5

01

(E) GROUND

3' M

INC

OV

ER

STA.

78+1

88"

90°

BEN

D (2

)

STA.

78+3

28"

45°

BEN

D

POSITIVE SLOPE

POSITIVE SLOPE

6" P

VC

RW

TO

6" D

IP. R

W

266' 3/8" MINUS ROAD MIX GRAVEL REPLACEMENT801' ASPHALT REPLACEMENT

3' M

INC

OV

ER

21' 3/8" MINUS ROAD MIX GRAVEL REPLACEMENT

STA.

78+4

3

STA.

78+6

4

POINT #

39

40

41

42

43

NORTHING

1910740.46

1911090.08

1911241.13

1911209.53

1911160.51

EASTING

6461529.84

6461884.66

6461735.82

6461703.46

6461654.30

DESCRIPTION

8" 90° BEND

8" 90° BEND

8" 90° BEND

METER

8" DISCHARGE



CheckDrafting

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Design




Date

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Contract No.Sht of








C-107

BL MJ

SD WZ

AS SHOWN11

GENERAL NOTES

CONSTRUCTION

INSTALL METERING VALVE ASSEMBLY AND VAULT PER DTL 6,SHEET C-502 EA1

DISCHARGE INTO POND PER DTL 2, SHEET C-501 EA1


POND LEVEL MONITOR, INSTALL PER DTL 2, SHEET C-502 EA1

EQUIPMENT MOUNTING RACK. SEE DTL 1, SHEET E-506 EA1

POLE MOUNTED SCADA ANTENNA, SEE DTL 2, SHEET I-102 (NPI) EA1

INSTALL 1" CONDUIT FROM METERING VALVE TO CONTROL PANEL LF60

INSTALL 1" CONDUIT FROM POND LEVEL JUNCTION BOX TO SCADACONTROL PANEL LF60

SCADA PANEL INSTALLATION. SEE DTL 3 ON SHEET E-506 (NPI) EA1


CROSSING PCC PAD REFER TO DTL 3, SHEET C-501 EA1



INSTALL 1/2" MINUS ROAD MIX GRAVEL (2" THICK) ENTIREWIDTH OF ROAD SY510

DEMOLITION

REMOVE AND DISPOSE EXISTING FENCE LF20

INSTALL 6' HIGH CHAIN LINK FENCE SEE DTL. 2 SHEET C-505 LF20



INSTALL 8" CLASS 350 DIP FOR RECLAIMED WATER LF56



80

84

88

92

96

80

84

88

92

96

67+50 68+00 69+00 70+00 71+00 76+00

ELEV

ATI

ON

ELEV

ATI

ON

0

0AT ORIGINAL SIZE

AT ORIGINAL SIZE

8'4'2' 6'

80'40'20' 60'

VERTICAL 1"=4'

HORIZONTAL 1"=40'

72+00 73+00 74+00 75+00 77+00 79+5078+00 79+00

SEE

C-1

06M

ATC

HLI

NE

STA

67+

50

MATCHLINE STA 72+50SEE RIGHT

SEE

LEFT

MA

TCH

LIN

E ST

A 7

2+50

68+00 69+00 70+00

71+0

072

+00

73+00 74+00 75+00

76+0

077

+00

78+00

100

104

100

104

BERINGER POND

78+78




PARCEL LINE (TYP.)


PARCEL LINE (TYP.)

15' WIDE TEMP.CONSTRUCTION EASEMENT

B4

CONTROL POINTS

8" PVC

8" P

VC

8" PVC 8" PVC

8" P

VC

8" DIP


64.63'

53.73'

52.86'

S62°34'19"WN72°25'41"W

S62°34'19"W

44 45

46

47

48

(E) GROUND

STA.

10+6

56"

45°

BEN

D

STA.

11+0

46"

45°

BEN

D

STA.

11+8

56"

PIP

E DI

SCHA

RGE

DET.

2 SH

T. C

-501

STA.

10+0

0EX

. 6" T

EE

STA.

10+4

56"

45°

BEN

D

2' MINCOVER

STA.

10+0

5EX

. 6" R

W

STA.

11+3

06"

PVC

RW

TO

6" D

IP. R

W

STA.

10+0

3EX

. GAT

E VA

LVE

STA.

11+2

2M

ETER

ING

VALV

EVA

ULT

POSITIVESLOPE


STA.

10+2

66"

45°

BEN

D

STA.

10+7

9

STA.

10+9

7

STA.

11+8

5

POINT #

44

45

46

47

48

NORTHING

1904991.69

1904961.92

1904978.14

1904976.31

1904953.79

EASTING

6465137.91

6465080.55

6465029.33

6465025.79

6464982.41

DESCRIPTION

APPROX. CONNECT TO EX. 6" RW

6" 45° BEND

6" 45° BEND

METER

6" DISCHARGE



CheckDrafting

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Title

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Client

Check

DesignerDrawn

Scale

Design


Plot Date: Cad File No:25 November 2013 - 1:36 PM N:\US\Santa Rosa\Projects\12027 - The Town of Yountville\12027-11-001 Recycled Water Expansion Project\06-CAD\Sheets\1202711001 C-108.dwg


Date

JobManager

ProjectDirector


Contract No.Sht of








C-108

BL/MC MJ

SD WZ

AS SHOWN12

RECYCLE WATERLINE PLAN - MONDAVI

GENERAL NOTES

CONSTRUCTION



POLE W/SCADA PANEL, ANTENNA, AND SOLAR POWER SOURCE, SEEDTL 1 SHEET I-102 (NPI) EA1


CONTROL POINTS

DISCHARGE INTO POND PER DTL 2, SHEET C-501 EA1

INSTALL 6" C-900 CLASS 150 PVC RECLAIMED WATERLINE LF130

CONNECT TO EXISTING RECYCLED WATERLINE PERDTL. 1, SHEET C-505. EA1


REMOVE AND RETURN TO OWNER EXISTING 6" RECYCLEDWATER LINE LF143

DEMOLITION

1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF EXISTINGRECYCLED WATER MAIN FOR CONNECTION WITH NEW MAIN..



4. CONTRACTOR SHALL REMOVE AND RETURN TO OWNER THE TEMPORARYRW SERVICE.

INSTALL 1/2" MINUS ROAD MIX GRAVEL (2" THICK) ENTIREWIDTH OF ROAD SY32




RECYCLED WATERLINE PROFILE - MONDAVI

80

84

88

92

96

9+50 10+00 11+00

ELEV

ATI

ON

0

0AT ORIGINAL SIZE

AT ORIGINAL SIZE

8'4'2' 6'

80'40'20' 60'

VERTICAL 1"=4'

HORIZONTAL 1"=40'

11+00

100

104

MONDAVI POND

45° BEND

45° BEND

80

84

88

92

96

100

104

ELEV

ATI

ON

12+00

11+67

108

112

108

112


TEMP. CONSTRUCTIONEASEMENT (TYP.)

10+006" PVC

6" PVC

49

POINT #

49

NORTHING

1902672.89

EASTING

6471416.04

DESCRIPTION

METER



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Scale

Design




Date

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ProjectDirector


Contract No.Sht of








C-109

BL/MC MJ

SD WZ

AS SHOWN13

CHIMNEY ROCK POND IMPROVEMENTS

SITE MAP

N

GENERAL NOTES

CONSTRUCTION





CONTROL POINTS


SYRE-SEED DISTURBED AREA PER SPECIFICATIONS, 10' WIDTH 507

DEMOLITION

REMOVE AND SALVAGE EXISTING METER AND VAULT EA1

INSTALL RTU CABINET. SEE DETAILS 3 & 4, SHEET E-507 (NPI) LS1


CONNECT TO EXISTING 120V PANELBOARD. PROVIDE NEWBREAKER AS NECESSARY

LS1



3. CONTRACTOR SHALL VERIFY AVAILABILITY OF POWER FOR METERINGVALVE AND CONTROL PANEL. CONTRACTOR SHALL PROVIDE NEW SOLARPOWER SOURCE PER DET. 1, SHEET I-103 AS NECESSARY.

POLE W/SCADA PANEL AND ANTENNA, SEE DTL 4 ON SHEET I-102 (NPI) EA1

SCADA PANEL INSTALLATION. SEE DTL 4, SHEET E-507 (NPI) EA1

CHIMNEY ROCK POND

0


400'300200100

CHIMNEY ROCK POND IMPROVEMENTS

SILVERADO TRAIL

0


60'453015

SEE ABOVE SEE LEFT

SILVERADO TRAIL

CHIMNEY ROCK

N

42' ROW

APPROX. LOCATION

35' ROW

APPROX. LOCATION

0


60'453015

N

10' WIDE TEMP.CONSTRUCTION

EASEMENT (TYP.)


EASEMENT (TYP.)


EASEMENT (TYP.)

SEE GENERAL NOTE 3.

50

POINT #

50

NORTHING

1905056.06

EASTING

6469820.50

DESCRIPTION

METER



CheckDrafting

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Client

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Scale

Design




Date

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Contract No.Sht of








C-110

BL/MC MJ

SD WZ

AS SHOWN14

CLOS DU VAL/REGUSCI POND IMPROVEMENTS

GENERAL NOTES

CONSTRUCTIONINSTALL METERING VALVE ASSEMBLY AND VAULT PER DTL 6,SHEET C-502 EA1






CONTROL POINTS


DEMOLITION





0 80'


604020


SILV

ERAD

O TR

AIL

35'ROWAPPROX. LOCATION

42'ROWAPPROX. LOCATION


EX. 6

" PVC



51

POINT #

51

NORTHING

1906025.79

EASTING

6469185.36

DESCRIPTION

METER



CheckDrafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design


Plot Date: Cad File No:6 December 2013 - 6:30 PM N:\US\Santa Rosa\Projects\12027 - The Town of Yountville\12027-11-001 Recycled Water Expansion Project\06-CAD\Sheets\1202711001 C-111.dwg


Date

JobManager

ProjectDirector


Contract No.Sht of








C-111

BL/MC MJ

SD WZ

AS SHOWN15

STAG'S LEAP WINE CELLARS POND IMPROVEMENTS

SITE MAP

GENERAL NOTES

CONSTRUCTION




SCADA PANEL INSTALLATION. SEE DTL 5 ON SHEET E-506 AND DTL 5ON SHEET E-506 (NPI) EA1

CONTROL POINTS

REMOVE AND SALVAGE EXISTING GATE VALVE. EA2


POLE W/SCADA PANEL, ANTENNA, AND SOLAR POWER SOURCE, SEEDTL 1 SHEET I-102 (NPI) EA1


CAP END OF TEE AND EXISTING PIPE EA2

CONNECT EXISTING PIPES ONCE GATE VALVE HAS BEEN REMOVED EA1

DEMOLITION





3. CONTRACTOR TO VERIFY PIPE SIZE AND MATERIAL IN THE FIELD.

4. EXISTING GATE VALVES AT DEMOLITION KEYNOTE 8 ARE ABOVE GROUNDAT THIS LOCATION.

STAG'S LEAP WINE CELLARS POND IMPROVEMENTS0


60'453015

STAG'S LEAP WINE CELLARS POND

0


400'300200100

SEE LEFT

SEE LEFT

STAG'S LEAPWINE CELLARS

SILVERADO TRAIL

SILVERADO TRAIL

35' ROW

APPROX. LOCATION

42' ROW

APPROX. LOCATION


20'x20' TEMP. CONSTRUCTIONEASEMENT



EX. 6" PVC

LE

MLE



CheckDrafting

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Title

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DesignerDrawn

Scale

Design




Date

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ProjectDirector


Contract No.Sht of








C-112

BL MJ

SD WZ

AS SHOWN16

TREATMENT PLANT SITE PLAN

SEE SHEETS C-113,C-114 AND E-101FOR DETAIL INTHIS AREA

SEE DRAWING C-115FOR DETAIL IN THIS AREA

SAMPLING, ANALYZER, ANDPUMPING STATION AREA

RECYCLED WATERWET WELL PUMP

UTILITY BUILDING

CONTROL BUILDING

AERATOR

SETTLINGVAULTS

FILTRATION

GENERAL NOTES

CONSTRUCTION

INSTALL 6' HIGH CHAIN LINK FENCE SEE DTL. 2 SHEET C-505 LF350

REMOVE AND DISPOSE EXISTING BARB WIRE FENCE FROM LOCATION"A" TO LOCATION "B" LF330

INSTALL 8-FIBER CABLE FROM MASTER RTU TO RTU R, FREE OFSPLICES IN EXISTING CONDUIT (NPI) LF653

DEMOLITION

PROVIDE GATE OPERATOR PER DET 2 ON C-506 LS1

INSTALL AMERISTAR PASSPORT COMMERCIAL ROLL GATE PERDETAILS 1-4, SHEET C-506.

LS1

INSTALL CARD READER PEDESTAL AND CONDUIT TOACCESS CONTROL UNIT PER DETAILS 1-5, SHEET C-507 LS1

INSTALL 2 - 3/4" CONDUITS. SEE DETAILS 6 & 7,SHEET E-507 AND DETAILS 1 ,2 & 3, SHEET E-508.

LF195

ACCESS CONTROL UNIT FOR CCTV CAMERA AND GATEOPERATOR CONTROL PROVIDED AND INSTALLED BY OTHERS

NPI

INSTALL 2-3/4" CONDUITS FROM GATE OPERATOR TO PEDESTAL LF66

0


40'302010

20'x40' CONTRACTOROFFICE TRAILER LOCATION

CONTRACTOR PARKINGAND LAYDOWN AREA

PANELBOARD B

EXISTING PULL BOX

EXISTING PULL BOXPULL FIBER CABLE THROUGHEXISTING 2" CONDUIT. FIELDVERIFY EXISTING LOCATION.

OPERATOR TO PEDESTAL1 - 3/4" BURIED CONDUITW/ 2 - #16 AND 1 - #12 G1 - 3/4" BURIED CONDUIT SPARE

PANELBOARD B TO OPERATOR1- 3/4" BURIED CONDUITW/ 2- #12 AND 1- #12 G

OPERATOR TOPEDESTAL1 - 3/4" BURIEDCONDUIT SPARE

WATER

WATER

WATER

POINT #

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

NORTHING

1905700.41

1905698.67

1905686.30

1905681.10

1905678.93

1905668.29

1905657.65

1905658.81

1905644.22

1905639.10

1905655.08

1905660.66

1905662.78

1905664.63

1905685.95

1905690.92

1905687.77

1905686.36

1905678.56

1905676.35

1905664.63

1905658.91

1905656.51

1905652.24

1905661.34

1905646.37

EASTING

6458548.22

6458549.22

6458545.83

6458548.78

6458550.02

6458531.64

6458513.26

6458510.28

6458518.79

6458521.78

6458508.78

6458488.61

6458487.45

6458486.40

6458523.23

6458552.38

6458546.77

6458546.37

6458550.88

6458547.07

6458526.91

6458516.94

6458518.32

6458510.92

6458500.36

6458473.91

ELEV. DESCRIPTION

SAWCUT

EP

EP

EP

BOC

BOC

BOC

FL

FL

FL

BOC

BOC

EP

SAWCUT

SAWCUT

EX FENCE

FENCE

FENCE

FENCE

4' PED. GATE

16' DBL. GATE CL

FENCE

FENCE

FENCE

FENCE

FENCE

EXISTING

EXISTING

98.93

98.87

99.16

99.05

98.95

98.57

97.00

96.00

98.95

99.70

EXISTING

EXISTING

EXISTING



CheckDrafting

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Title

Project

Client

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DesignerDrawn

Scale

Design




Date

JobManager

ProjectDirector


Contract No.Sht of








C-113

BL MJ

SD WZ

AS SHOWN17

TREATMENT PLANT DEMOLITION, GRADING AND PAVING PLAN

GENERAL NOTES

CONSTRUCTION

RECYCLED WATER PUMP STATION UPGRADES, SEE SHEET M-301 LS1

RECYCLED WATER WET WELL, SEE DTL 3, SHEET C-502 LS1

INSTALL REMOVABLE BOLLARD PER DTL 1, SHEET C-502 EA2

INSTALL RIPRAP (D50=6") LINED V-DITCH 1' DEEP WITH 3:1SIDE SLOPES. INCLUDES GEOTEXTILE LINER UNDER RIPRAP. LF15


INSTALL 4" ROLLED CURB AND GUTTER AT LOCATIONS SHOWN PERTOWN OF YOUNTVILLE STANDARD DTL ST-4 WITH OPTIONAL POUR. LF71

INSTALL 6' HIGH CHAIN LINK DOUBLE GATE, 16' WIDTH,SEE DTL. 2 SHEET C-505 EA1

INSTALL 4" ASPHALT PAVEMENT TURNOUT PER DTL 6,SHEET C-503 IN LOCATIONS SHOWN SY147

4' CONCRETE CURB OPENING. SHAPE AND GRADE TO DRAINTOWARDS V-DITCH. EA1

CHLORINE ANALYZER, SEE DTL 2 ON SHEET E-501 EA1

SAMPLING PUMP AND PIPING, SEE DETAILS 1 & 2, SHEET C-504 LS1

INSTALL 6' HIGH CHAIN LINK MAN GATE, 4' WIDTH,SEE DTL 2 SHEET C-505 EA1

REMOVE AND DISPOSE EXISTING FLOW METER AND BOX. REPLACEWITH 6" PIPE EA1

REMOVE AND RETURN TO OWNER EXISTING 6" RECYCLEDWATER LINE LF24

INSTALL 6' HIGH CHAIN LINK FENCE SEE DTL. 2 SHEET C-505 LF*

* QUANTITY IS REFLECTED ON SHEET C-112

INSTALL NEW BILCO DOOR AT RECYCLED WATER WET WELL PERDETAILS 1 AND 2, SHEET S-104 LS1

DEMOLITION

CONTROL POINTS

INSTALL "TRUCK FILL STATION HOURS OF OPERATION M-F, 8-4" SIGN.ATTACH SIGN TO FENCE NEXT TO TRUCK FILL STATION.

EA1

TREE LOCATION

REFER TO SHEETC-114 FOR PIPINGPLAN

0


2.5 10'5 7.5

R=15'

WATER

WATER

WATER



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Title

Project

Client

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DesignerDrawn

Scale

Design




Date

JobManager

ProjectDirector


Contract No.Sht of








C-114

BL MJ

SD WZ

AS SHOWN18

TREATMENT PLANT PIPING PLAN

4"RW

GENERAL NOTES

CONSTRUCTIONINSTALL TRUCK FILL STATION AND 4" METER, SEE DTL 1, SHEETC-503 LS1

INSTALL AIR RELEASE AND 4" CAST IRON SWING CHECK VALVE PERDTL 5, SHEET C-502 EA1

INSTALL 4" FLOW METER AND VAULT PER DTL 4, SHEET C-502 EA3


INSTALL 6" X 4" REDUCER (NPI) EA4

INSTALL MJ 4" X 4" X 4" TEE (NPI) EA2


INSTALL 4" 90° BEND (NPI) EA3

CONNECT TO EXISTING PIPE WITH TRANSITION COUPLING EA4

DEMOLITION

4"R

W

0


2.5 10'5 7.5

RWRW

RWRW

RWRW

RWRW

LE

MLE



CheckDrafting

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Title

Project

Client

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DesignerDrawn

Scale

Design




Date

JobManager

ProjectDirector


Contract No.Sht of








C-115

BL MJ

SD WZ/RG

AS SHOWN19

TREATMENT PLANT SITE PLAN

GENERAL NOTES

CONSTRUCTION

REMOVE AND DISPOSE OF EXISTING VALVE ACTUATOR EA2

REMOVE AND DISPOSE OF EXISTING BUTTERFLY VALVE EA1

INSTALL NEW BUTTERFLY VALVE PER DETAILS 4 & 5, SHEET C-504 EA1

INSTALL NEW VALVE ACTUATOR AND VALVE EXTENSION PER DETAILS4 & 5, SHEET C-504. EA2

FUZZY FILTER UPGRADES PER SECTION 11995 OF THESPECIFICATIONS LS1

INSTALL 2ND SODIUM BISULFATE INJECTOR PUMP PER DTL 4, SHEETC-501 LS1

INSTALL NEW CHLORINE ANALYZER AND PUMP, PER DTL 3 AND DTL 6ON SHEET C-504 LS1

INSTALL NEW 1-1/4" SCHEDULE 80 PVC WATER LINE THREADED INTOEXISTING RECLAIMED WATERLINE PER DTL 5, SHEET C-503. LF50

INSTALL NEW ULTRASONIC LEVEL SENSOR,SEE DTL 5,SHEET E-505 EA2

INSTALL MASTER RTU, SEE SHEET E-400 (NPI) LS1

INSTALL RTU U, SEE DTL 2, SHEET E-400 (NPI) LS1

INSTALL 8-FIBER CABLE FROM MASTER RTU TO RTU R, FREE OFSPLICES IN EXISTING CONDUIT (NPI) LF*


INSTALL NEW GRATING AND ALUMINUM SUPPORTBEAMS, CONNECTIONS, ETC. AT TRICKLING FILTERVALVE VAULTS SEE SHEET S-103

LS1

DEMOLITION

INSTALL CAT6 ETHERNET CONNECTION BETWEEN RTU U ANDMASTER RTU IN EXISTING CONDUIT (NPI)

LS1

INSTALL NEW BILCO DOOR AT TRICKLING FILTER WET WELLSSEE SHEET S-104 LS1

TRICKLING FILTER WET WELL PIPE REPLACEMENTS,PER DTL 3, SHEET C-505 LS1

INSTALL 2 - 3/4" CONDUITS. SEE DETAILS 6 & 7,SHEET E-507 AND DETAILS 1 ,2 & 3, SHEET E-508.

LF*

INSTALL 1 1/4" STAINLESS STEEL FOOT VALVE PER DTL 5,SHEET C-503

EA1

REMOVE AND DISPOSE EXISTING TRICKLING FILTERSUCTION LINE EA4

INSTALL CATWALK IN EXISTING WETWELL PER DTL 2, SHEET S-102 EA2

UTILITY BUILDING

CONTROLBUILDING

EXISTINGSWITCHBOARD B

OPERATORINTERFACE

TERMINAL

EXISTINGPANELBOARD D & E

0 20'


15105

EXISTINGPANELBOARD B

CONTRACTOR PARKINGAND LAYDOWN AREA

20X40 CONTRACTOROFFCE TRAILER LOCATION

EXISTINGMANHOLE

EXISTINGMULTITRONICS

FLOW METER

10" CMP

2.00'

1.50'

2.00

' MIN

CUT PIPE OUTLETTO 45°

2'X1'X1' CONCRETE PADWITH STAINLESS STEELBOLTED PIPE STRAP

6" CLASS 350 DIP

WL

EXISTING GROUND

1.00'

WL

VAR

IES

4'±

4.00

' MIN

.

WL

4.33'

2"

8"

10" CMP

8"

8"

8"

CUT TOP OF PIPE PERDIMENSIONS SHOWN

10" CMP CAP

6" HOLE FOR DIP

2.00

' MIN

2.00

' MIN

2'X1'X1' CONCRETE PAD WITHSTAINLESS STEELBOLTED PIPE STRAP

6" CLASS 350 DIP6" 90° BENDFLGxFLG

6" 90° BENDFLGxFLG

6" CLASS 350 DIP

6" CLASS 350 DIP

6" 45° BENDFLGxFLG 6" 45° BEND

FLGxFLG

19.92'

2.72'

1.00'

EXISTING CONCRETE PADPROTECT IN PLACE

PIPE SUPPORT (TYP)PER 7

C-503

24.50'

PIPE COATING PER SPECIFICATIONS SECTION 09800

METERING VALVE BOX PER DTL 6, SHEET C-502.

FOR CONTINUATION SEEDETAIL 2 THIS SHEET



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C-501

BL/MC MJ

SD WZ

AS SHOWN20

POND DISCHARGE DETAIL2SCALE : NTS

TEMPORARY FENCE (TYPE ESA)1SCALE : NTS

END VIEW

PROFILE VIEWPLAN

PIPE DISCHARGEDETAIL3SCALE : N.T.S.

ADD WOOD SUPPORT SHELFWITH PLASTIC SUPPORTS,IWAKE EW-SERIESDOSING PUMP MODEL NO.EWB31Y1-VC ANDASSOCIATED CONTROLS

SODIUM BISULFITE PUMP4SCALE : NTS

4'-0

"2'

-0"

MIN

POST

HIGH VISIBILITY FABRIC

ESACONSTRUCTION ACTIVIVIES

SECTION

8" AB BASE

CONC UTILITY BOX(CHRISTY 48"x30")

4" CLAVAL MODEL 133-01METERING VALVE ORAPPROVED EQUAL

4" WATTS MODEL 97FB-CIBBASKET STRAINER ORAPPROVED EQUAL

6" M

IN

TO STORAGEPOND

DUCTILE IRON PIPE DIP PIPE

NOTE:

SUPPORT VALVES IN BOX WITHBRICKS OR REDWOOD BLOCKSUNDER FLANGES.

TO SCADA

FLEXIBLECONDUIT

J-BOX

1'x1'x1' CONC. FOOTER

ADJUSTABLE PIPESUPPORT PER

7E-503

REDUCER SIZEVARIES (TYP)FLEXIBLE COUPLING

ADAPTOR (TYP)

4" GATE VALVE BOXAND COVER (TYP)

4" GATE VALVE BOXAND COVER (TYP)

FROMDISTRIBUTIONSYSTEM

6" ABS PIPE WITHCARBON BLACK

BEG

IN H

OLE

S 3

-FEE

TA

BOVE

BO

TTO

M

SUBMERGEDCABLE

5-GALLON BUCKETFILLED WITH CONCRETE

LEVEL SENSOR

HIGH WATER

TO CONTROL

JUNCTION BOX(SEE NOTE)

NOTE:

MOUNT JUNCTION BOX ONEMBANKMENT. LENGTH OFSUBMERSED CABLE TO BE FIELDVERIFIED AND IS SITE SPECIFIC.

POND EMBANKMENT

FLEXIBLE CONDUIT FROM JUNCTION BOXTO 5' PAST LOW WATER MARK,18"MINIMUM SUNLIGHT (UV) RESISTANT FOREXTERIOR APPLICATIONS(FOR CLOS DU VAL SITE ONLY)

PIPE CAP

ATTACH 1/8" ØGALVANIZED WIRE CABLETO ABS PIPE ANDJUNCTION BOX BASE

SUBMERSIBLE LEVELTRANSDUCER CABLE

STAINLESS STEELCABLE GRIP WIREHARNESS

316 STAINLESS STEEL 1/2"EYE-BOLT. EMBED BOLT 6"INTO CONCRETE

316 STAINLESSSTEEL QUICKLINK

SEE CABLE GRIP ANCHORAND DETAIL BELOW

4" DIAMETERCONCRETE 12" DEEP

OUTSIDE OF PIPESHALL INCLUDEPAINTED LEVELMARKINGS

INSTALL ANCHORS (4) 5-GALLON BUCKETS FILLEDWITH CONCRETE ONOPPOSITE SIDES OF POLEWITH EMBEDDED 316STAINLESS STEELEYE-BOLT

(4) 1/8" Ø STAINLESS STEELCABLES

(4) ATTACH CABLES TOPIPE WITH STAINLESSSTEEL STRAPPING ANDHARDWARE

ANCHOR BUCKETS

16'

16'

CABLESLEVEL MONITOR

PROVIDE WIRE TIE TO SUPPORTMANUFACTURERS CABLE FROMGALVANIZED WIRE CABLE

MANUFACTURE CABLE FORLEVEL SENSOR

3'-0

"

16"Ø

MIN.

6" MIN

.

CONCRETE

3'-0

"

TRAFFICGUARDLOCKING ROUND POST"RPL4" BOLLARD ORAPPROVED EQUAL

SLOPE ALL AROUND

FINISH GRADE1"

CHRISTY N48 UTILITY BOX 30" X 48" WITH A2PC. TRAFFIC RATED STEEL CHECKERPLATE. PROVIDE EXTRUSIONS AS NEEDEDTO REACH EXISTING PIPE DEPTH.

INSTALL 4" ENDRESS HAUSERPROLINE PROMAG 53WELECTROMAGNETIC FLOW METERDETECTOR WITH REMOTE READOUT

MAT

CH

EXI

STIN

G

4" DIP

8" AB BASE

FLEXIBLE COUPLINGADAPTOR (TYP)

CHRISTY N48 UTILITY BOX30" X 48" WITH A 2PC.TRAFFIC RATED STEELCHECKER PLATE

INSTALL 4" CAST IRONSWING CHECK VALVE

MAT

CH

EXI

STIN

G

4" DIP

8" AB BASE

COMBINATION AIR VALVEOR AIR RELEASE VALVE

1" BRASS BALL VALVE

STEEL PIPE AND FITTINGS(SIZED TO MATCH VALVEOUTLET)EXTEND TO 4" BELOW THECENTERLINE OF THE MAINLINE COVER END WITH 16MESH S.S. SCREEN

1" DOUBLE STRAPTAPPING SADDLE

1" BRASS NIPPLE

FLEXIBLE COUPLINGADAPTOR (TYP)



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C-502

BL/MC MJ

SD WZ

AS SHOWN21

0'-6"0'-6"

3'-0"

4'-0

'

A

-

TO OUTFALLMETERINGBOX (E)


(E) 16" TE8" (TYP.)COUPLING

(E) 16" TE

(E) DUCTILE IRON

6"

PRECAST VAULT

(E) DUCTILE IRON

1'-3

"

ELECTRICAL CONDUITENTRY INTO WET WELL PERDETAIL 3, SHEET E-505.PROVIDE CONDUIT ANDCONDUCTORS ASIDENTIFIED ON SHEET E-200

INSTALL FLYGT MODEL CS3085 MT 3"/3" SUBMERSIBLEPUMP

PENETRATE THROUGH WETWELL AND INSTALL 4" CLASS350 DIP DISCHARGE PIPE

3" CLASS 350 DIP DISCHARGEPIPE. ATTACH PIPE TO WALLOF WET WELL WITH ST. STL.BRACKETS.

REMOVE EXISTINGMANHOLE LID AND INSTALLBILCO DOOR PERSTRUCTURAL SHEETS

INSTALL FLYGTMODEL CS 3085 MT3"/3" SUBMERSIBLEPUMP. ATTACH ANDWIRE A LOW LEVELINDICATOR FLOATSWITCH.

4.0'

4.0'

INSTALL 4" CLASS 350 DIPDISCHARGE PIPE

4"

1'-2"

INSTALL AND WIRELOW FLOW INDICATORFLOAT SWITCH

REMOVABLE BOLLARD1SCALE : NTS

FLOW METER VAULT4SCALE : NTS

AIR RELEASE/CHECK VALVE VAULT5SCALE : NTS

LEVEL MONITOR2SCALE : NTS

METERING VALVE VAULT6SCALE : NTS

RECYCLED WATER WET WELL3SCALE : NTS

WET WELL - PLAN VIEW

WET WELL - SECTION A

4" RESTRAINED FLEXCOUPLING (TYP.)

ANCHOR LAYOUT PLAN INSTALL 4" UNIONFITTING

COATING PER 09800

3'X3'X6"CONC SLAB

4" EPOXY COATEDCLASS 350 DIP

4" BUTTERFLYVALVE

4" THREADED MALE FITTINGCAMLOCK QUICKCONNECT WITH PLUG

36"

NOTE:

INSTALL 2 REMOVABLE BOLLARDS AROUNDTRUCK FILL STATION FOR PROTECTION.USE FLANGED PIPE BACK TO DISCHARGEHEADER.

NOTES:

1. BUTTERFLY VALVES SHALL BE INSTALLED FOR 12" AND LARGER PIPES.VALVE NUTS SHALL BE PLACED ON THE SIDE OF THE MAIN CLOSEST TOTHE NEAREST CURB.

2. VALVE RING SHALL BE SET BELOW GRADE PRIOR TO PLACING FINISHED PAVEMENT ANDTHEN CUT AND ADJUSTED TO FINISHED GRADE.

(TYP)12" MIN

6"

6" MIN.

2" A.C. (MIN)

PURPLE 8" DIA. P.V.C. PIPE RISER

STREET GRADE

CHRISTY G5 PURPLEVALVE BOX WITH LIDMARKED "RECYCLEDWATER" OR "RW"

MECHANICAL JOINT W/MEGALUG (OR EQUIVALENT)RESTRAINT OR PUSH-ONJOINT

3. THE TWO (2) INCH SQUARE OPERATING NUT ON ALL VALVES SHALL BE INSTALLED AT AMAXIMUM OF 5-FEET IN DEPTH MEASURED FROM THE TOP OF THE OPERATING NUT TO FINISHEDGRADE. ALL OPERATING NUTS INSTALLED AT A DEPTH GREATER THAN 5-FEET SHALL INCLUDE AVALVE EXTENSION TO RAISE THE OPERATING NUT TO 24-INCHES FROM FINISHED GRADE.

4. VALVE EXTENSIONS (IF REQUIRED) SHALL BE ROUND OR SQUARE 1.5-INCH DIAMETER STEELROD, WELDED CONSTRUCTION, HOT DIPPED GALVANIZED WITH TOP CENTERING RING ANDAWWA 2" OPERATING NUTS TOP AND BOTTOM (PIPELINE PRODUCTS SX-900 OR SIMILAR).SOCKET END SHALL BE DRILLED AND TAPPED WITH TWO (2) 1/4" SET SCREWS INSTALLED ONOPPOSITE SIDES. OPERATING NUT SHALL BE DRILLED WITH RECESSES TO ACCEPT THE TWO (2)1/4" SET SCREWS. SET SCREWS SHALL BE SECURELY FASTENED TO THE OPERATING NUT.

5' MAX

5. WATER VALVES SHALL BE OPERATED BY TOWN PERSONNEL ONLY.

INSULATED TRACER WIRE#12 COPPER WITH 2"-3"PIG TAIL (TYP.)

CLASS "C"CONCRETECOLLAR

6" MIN 6" MIN

12"

TYPE 2 BEDDING

INIT

IAL

BAC

KFIL

LS

UB

SEQ

UEN

T BA

CK

FILL

4" A

SPHA

ULT

6" MIN 6" MIN

12"

TYPE 2 BEDDING

INIT

IAL

BAC

KFIL

LS

UB

SEQ

UEN

T BA

CK

FILL

1/2" MINUS 2" THICK FORENTIRE WIDTH OF ROADWHERE SHOWN ON PLANS

24" MIN(TYP)

6" AGGREGATE BASECOURSE

4" ASPHALT

6" RIPPED, MOISTURECONDITIONED ANDRECOMPACTEDSUBGRADE

SUBGRADE COMPACTEDTO 95% RC

4" 90° BEND

4" FLANGED MALE NPT

4" STAINLESS STEEL THREADEDSAFETY BREAK-AWAY COUPLING

4" RUBBER DUST CAP

TO METER

3" WIDE PURPLE PLASTICCAUTION TAPE, MARKED"RECYCLED WATERLINEBURIED BELOW"

3" WIDE PURPLE PLASTICCAUTION TAPE, MARKED"RECYCLED WATERLINEBURIED BELOW"

3' MI

N

3' MI

N

VARI

ES

1/2" PLATE

LEVELING NUTS

1" NON-SHRINKGROUT

B

C

1" M

IN.

3/4" 316 S.S. WEDGEANCHOR (TYP OF 4)

SUPPORTED PIPE

ADJUSTABLE PIPESADDLE SUPPORT

A

E

16 1/4 20 3/410 15/16

32 3/434 3/4

1. PIPE SADDLE WITH U-BOLT, GRINNELL FIG. 259 OREQUAL.

2. ADJUSTABLE PIPE SUPPORT, GRINNELL FIG. 264 OREQUAL.

3. PIPE STANCHION SADDLE DESIGNED FOR PIPE 4"-36".PIPE LARGER THAN 36" SHALL BE SUPPORTED BY ASTANCHION SADDLE DESIGNED BY THE MANUFACTURER.

4. PROVIDE 5/8" BOLT HOLE (TYP. OF 4) 1-1/2" OFF EDGE OFBEARING PLATE.

1818

1513 1/213 1/213 1/23 1/2

3 1/2

363230

44

4

2024

1618

3

4

66

6

4666

22 1/224 1/2

21 5/1617 15/16

15 3/813 7/812 3/811

28 1/430 1/4

27 31 1/223 3/4

2119 1/217 3/4

28 1/425 1/2

2422 1/4

DIMENSION TABLE (INCHES)

2 1/21 1/21 1/2

2 1/22 1/2

2 1/2

2 1/2

2 1/22 1/2

6

1214

810

3

3 1/2

54

3

3

333

4

32 1/2

3

1 1/22 1/2

SIZEPIPE A B

2 1/213 1/48 1/43 3/4

9 5 1/2

8 1/29 15/16

6 7/899

119

4 1/44 7/8

999

94

10 1/2 15 1/4

13 1/215

11 3/418 1/419 3/4

16 1/2

9 1/410

8 1/214

14 3/4

13 1/2

3 1/29

C DE

8

MIN

13

MAX

FIN. FLOOR OR12"x12"x12" CONC.PAD WITH #4@10"E.W., E.F. NOTES:

"D" SEE TABLE

(1)

(2)

(4)

INSULATED TRACERWIRE #12 COPPER

3" M

IN

INSULATED TRACERWIRE #12 COPPER

3" M

IN

X'GRAVEL ROAD

X'SEEDING

#4 STEEL BARS AT 12"O.C. EACH WAY

6. ALL NEW VALVES SHALL BE MARKED ON THE NEW RW LINE.

CONNECT ANDEXTEND 1 1/4" SCH. 80PVC SUCTION LINEDOWN EXISTINGMANHOLE WALL.MOUNT PIPE ON WALLWITH UNISTRUT

1" DISCHARGE LINE

20'

EXISTING 15"RECLAIMEDWATERLINE

1 1/4" STAINLESSSTEEL FOOT VALVE

1 1/4" SCHEDULE 80 PVCWATERLINE THREADEDINSIDE EXISTING 15"RECLAIMED WATERLINE

EXISTING MANHOLE



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Plot Date: Cad File No:6 December 2013 - 6:42 PM N:\US\Santa Rosa\Projects\12027 - The Town of Yountville\12027-11-001 Recycled Water Expansion Project\06-CAD\Sheets\1202711001 C-503.dwg


Date

JobManager

ProjectDirector


Contract No.Sht of




C-503

BL/MC MJ

SD WZ

AS SHOWN22

TRUCK FILL STATION1SCALE : NTS

GATE VALVE4SCALE : NTS

TYPICAL TRENCH SECTION (ASPHAULT AREAS)2SCALE : NTS

TYPICAL TRENCH SECTION(GRAVEL AND RESEEDED AREAS)3SCALE : NTS

AC PAVEMENT SECTION6SCALE : NTS

1 1/4" PIPE THREADING DETAIL5SCALE : NTS

PIPE SUPPORT7SCALE : NTS



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C-504

BL/MC MJ

SD WZ

AS SHOWN23

TRICKLING FILTER VALVE VAULT (SOUTH SIDE)4SCALE : NTS

REMOVE AND REPLACEACTUATOR AND VALVEEXTENSION

SAMPLING PUMP STATION SECTION2SCALE : NTS

INSTALL HACH CL17CHLORINE ANALYZER

INSTALL EBARA STAINLESSSTEEL SELF PRIMINGSAMPLING PUMP MODELNO. JEU80610T1C

6" CONCRETE PAD. EXACTLOCATION TO BE COORDINATEDWITH TOWN OF YOUNTVILLE STAFF.

CONNECT TOSAMPLING PUMPSUCTION LINEWITH 1-1/4" SCH.80 PVC PIPE

1-1/4" SCH. 80 PVCPIPE CONTINUEDSEE DETAIL 3,THIS SHEET. 1"X1"X1/4" PVC TRANSITION

TEE WITH 1/4" NOZZLE FIXEDWITH HOSE CLAMP.CONNECT TO ANALYZERFEED LINE WITH 1/4"PLASTIC TUBING

1"X1"X1/2" PVC EDUCTORFITTING. CONNECT TOANALYZER DRAIN LINEWITH 1/2" PLASTIC TUBING

UTILITY BUILDING CHLORINE ANALYZERAND SAMPLING PUMP LAYOUT6SCALE : NTS

1" SCH. 80 PVC PIPE

6" X 6" X 12" DEEPCAST IN PLACECONCRETE BLOCKSUPPORT WITHBOLTED CLAMP (TYP)

REMOVE AND REPLACESAMPLING PUMP WITHEBARA STAINLESS STEELSELF PRIMING SAMPLINGPUMP MODEL NO.JEU80610T1C

1"X1"X1/4" PVC TRANSITIONTEE WITH 1/4" NOZZLEROTATED 45° DOWN ANDFIXED WITH HOSE CLAMP.CONNECT TO ANALYZERFEED LINE WITH 1/4"PLASTIC TUBING

1"X1"X1/2" EDUCTORFITTING. CONNECT TOANALYZER DRAIN LINEWITH 1/2" PLASTICTUBING.

1" GALVANIZEDSTEELDISCHARGEPIPE. DASHEDLINES INDICATEUNDERGROUNDPIPE

DAYLIGHT 1" GALVANIZEDSTEEL DRAIN PIPE

REMOVE AND REPLACEHACH CL17 CHLORINEANALYZER. SEE DETAIL 2,SHEET E-501.

SAMPLING PUMP STATION PLAN1SCALE : NTS

REMOVE AND REPLACESAMPLING PUMP WITHEBARA STAINLESS STEELSELF PRIMING SAMPLINGPUMP MODEL NO.JEU80610T1C

REMOVE AND REPLACEHACH CL17 CHLORINEANALYZER. SEE DETAIL 2,SHEET E-501.

1-1/4" GALVANIZED STEELSUCTION LINE WITH CAST INPLACE CONCRETE BLOCKSUPPORT WITH BOLTED CLAMP

1" GALVANIZEDDISCHARGE PIPE.DASHED LINES INDICATEUNDERGROUND PIPE. RECYCLED WATER PUMP

STATION. REFER TOSHEET M-301.

INSTALL 1-1/4"" BASKETSTRAINER ON SUCTIONEND OF PUMP

INSTALL 1-1/4" BASKETSTRAINER ON SUCTIONEND OF PUMP

NOTE: MANUAL HAND WHEELSHALL BE LOCATED DIRECTLYUNDER NEW BILCO HATCH.

1-1/4" GALVANIZEDSTEEL SUCTION LINEWITH CAST IN PLACECONCRETE BLOCKSUPPORT WITHBOLTED CLAMP

SEE DET. 3, SHEET E-503AND DET. 3, SHEET E-504FOR ELECTRICALDETAILS

PVC FOOTVALVE

1" SCH. 80 PVC PIPECONTINUED. SEEDETAIL 3, THIS SHEET.

UNISTRUT

UTILITY BUILDING CHLORINE ANALYZERAND SAMPLING PUMP LAYOUT3SCALE : NTS

1" SCH. 80 PVC PIPECONTINUED. SEEDETAIL 6, THIS SHEET.

1-1/4" SCH. 80 PVCPIPE CONTINUEDSEE DETAIL 6,THIS SHEET.

UNISTRUT

CONNECT TOEXISTING PIPES.SEE DETAIL 5,SHEET C-503 FORCONTINUATION.

INSTALL CATWALK PERDTL 2, SHEET S-102

INSTALL CATWALK PERDTL 2, SHEET S-102

SEE DET. 3, SHEET E-503AND DET. 3, SHEET E-504FOR ELECTRICALDETAILS

NOTE: MANUAL HAND WHEELSHALL BE LOCATED DIRECTLYUNDER NEW BILCO HATCH.

REMOVE AND REPLACEACTUATOR, VALVEEXTENSION AND 6"BUTTERFLY VALVE. BUTTERFLY VALVE TOBE PROVIDED BY TOWN. EXTENSION LENGTHSHALL PROVIDE 6-12" FROM THE TOP OFCOVER TO THE WHEEL.

TRICKLING FILTER VALVE VAULT (NORTH SIDE)5SCALE : NTS

EXTEND END OF PIPE TO1' ABOVE THE BOTTOM

OF THE POND

DEMO EXISTING EQUIPMENT.SEE DETAIL 4, SHEET E-501

CHLORINE SAMPLEPUMP CONTROLSTATION. SEEELEMENTARY ONSHEET E-300



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C-505

AF MJ

SD WZ

AS SHOWN24

2" MAX.

6"

6"

1'-0"

3'

1'

2"

10'

6'

2'

1" M

AX.

8'

1'-0"

3'1'

8'

2'

6"

9"

2"

6" TYP.

6'-0"

1"

4'-0"GATE OPENING

2'-0"

TYP.

PIPE CONNECTION DETAIL1SCALE : N.T.S.

MONDAVI CONNECTION BERINGER CONNECTION

6' CHAIN LINK FENCE

TYPICAL 6' CHAIN LINK FENCE AND GATE DETAIL2SCALE : NTS

ADJACENT WALL, FENCE, ORBUILDING WHERE OCCURS

1/4" x 3/4" FLAT STRETCHERBAR, PAINTED

6' END CORNER POST, 3" O.D.TUBE, PAINTEDFABRIC 11 GA. CHAIN LINK

RING BANDS 12" O.C., FORSTRETCHER BAR

TIES AT 24" MAX SPACING

BOTTOM RAIL, 1 1/4" O.D.TUBE, PAINTED

FINISH GRADE - SLOPEAWAY FROM FENCE

CONCRETE FOOTING

CONCRETE FOOTING

6' CHAIN LINK DOUBLE GATE

6' CHAIN LINK MAN GATE

LINE POST, 2.375" O.D.TUBE, PAINTED

TIES AT 24" MAX SPACING TIES AT 24" MAX SPACING

TOP RAIL, SCH. 40, 1.9"O.D. TUBE, PAINTED




1/4" x 3/4" FLAT STRETCHERBAR, PAINTED

BRACE, 1 1/4" SCH. 40TUBE, PAINTED

HORIZONTAL BRACE AND DIAGONALTRUSS ROD(S) ON VEHICLE GATE PANELSAND FIRST ADJACENT FENCE PANELRING BANDS 12" O.C., FORSTRETCHER BAR

6' VEHICLE GATE POST 4" O.D.SCH. 40 TUBE, PAINTED

TRUSS ROD, 3/8" MIN.HORIZONTAL BRACE AND DIAGONALTRUSS ROD(S) ON VEHICLE GATE PANELSAND FIRST ADJACENT FENCE PANELFINISH GRADE - SLOPEAWAY FROM FENCE

CONCRETE FOOTING

CONCRETE FOOTING

TIES AT 24"MAX SPACINGBOTTOM RAIL, 1 1/4"O.D. TUBE, PAINTED

CONCRETE FOOTINGFABRIC 11 GA. CHAIN LINK

6' VEHICLE GATE POST 4" O.D.SCH. 40 TUBE, PAINTED

GATE LATCH AND HARDWARE

TRUSS ROD, 3/8" MIN.

PLUNGER BAR AND GATESTOP PER MANUFACTURERSRECOMMENDATION


MAN GATE FRAME, 1 1/4" O.D.SCH. 40 TUBE, PAINTED

TIES AT 24"MAX SPACING

TIES AT 24" MAX SPACING6' MAN GATE POST, 3 1/2" O.D.SCH. 40 TUBE, PAINTED1/4" x 3/4" FLAT STRETCHERBAR, PAINTEDRING BANDS 12" O.C., FORSTRETCHER BARBRACE, 1 1/4" SCH. 40TUBE, PAINTEDGATE LATCH ANDHARDWARE

FABRIC 11 GA.CHAIN LINK

BOTTOM RAIL, 1 1/4"O.D. TUBE, PAINTEDTIES AT 24" MAX SPACING

FINISH GRADE - SLOPEAWAY FROM FENCE

CONCRETE FOOTING

EXISTING GATEVALVE

EXISTING GATEVALVE (TYP)

EXISTING RECYCLEDWATERLINE (TYP)

TRICKLING FILTER WET WELL PIPE REPLACEMENT3SCALE : NTS

EXISTING PIPINGTO REMAIN

EXISTING HATCH TOBE REPLACED PERSTRUCTURAL DETAILS

REMOVE AND REPLACEEXISTING 10" PIPE INSIDE OFWET WELL WITH 10" C900 PVCPIPE MATCH EXISTING PIPELENGTH

RE-COAT AND RE-USEEXISTING MECHANICALJOINT FITTING

6" C-900 CLASS150 PVC

3" 3"

EXISTING RECYCLEDWATERLINE

EXISTING RECYCLEDWATERLINE

8" C-900 CLASS150 PVC

NEW 8" GATEVALVE

CUT EXISTING WATERLINEAND INSTALL 8" X 8" TEE

RIPRAP REPLACEMENT4SCALE : NTS

REMOVE AND REPLACE EXISTING RIPRAPMATCH EXISTING SIZE AND THICKNESS

NEW NON-WOVEN GEOTEXTILE FABRIC, 3'OVERLAP OF EXISTING FABRICUPSTREAM AND DOWNSTREAM OF CUT.



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C-506

MTC MJ

SD WZ

AS SHOWN25

ROLLER GATE1SCALE : NTS

21' GATE OPENING

CHAINLINKFENCE LINE

LATCHING POST

LATCH

ROLLER GUIDE POST

ROLLER GUIDE POST

CHAINLINK FENCE LINE

9"

DETAIL B

6' GA

TE H

EIGH

T48

"

DETAIL A

DETAIL C

TOP VIEWSIDE VIEW

ISO VIEW

ISO VIEW

DETAIL A

DETAIL B

DETAIL C

NEW ROLLER GUIDE POST PER DETAIL D THIS SHEET.1

NEW 6' TALL AMERISTAR PASSPORT COMMERCIAL CLASSIC 3 RAILSTANDARD ROLLING GATE2

3

4

NEW V-TRACK AND FOOTING PER DETAIL 3 THIS SHEET.

5

NOTES

6

CONCRETE PAD, 8" THICK WITH #4 @ 12" O.C. E-W. SUPPORT WITHSTRUCTURAL FILL TO MATCH REQ. OPERATOR ELEVATION.

NEW HYSECURITY SLIDEDRIVER 15 GATE OPERATOR.

BOLT DRIVE RAIL FOR NEW OPERATOR TO NEW GATE FRAME ASAPPLICABLE.

V-TRACK ANDFOOTING

MOUNT DRIVE RAIL TONEW GATE

NEW OPERATOR

NEW GATE

4"x4" STEEL TUBESUPPORT POST

A-

SUPPORT POST PLATE,SEE DETAIL ABOVE

ROLLERS PER FENCEMANUFACTURER

1. DOWEL SHALL BE ASTM F593CW2 (316) STAINLESS STEELALL-THREAD

1/2"x10"x0'-10" PLATE (ASTM A36)WITH 4-3/4" EPOXY DOWELANCHORS SEE NOTE 1

1 1/2"

1'-0"

7" SQ 4" MIN

3/16"

HSS 4"x4"x1/4" COLUMN BRACKET(ASTM A500)

NEW GATE

1

GATE OPERATORMOUNTING DETAIL2SCALE : NTS

#4 CONTINUOUSEACH CORNERPROVIDE 3" CLEAR

6"MIN.

1/2"

#4 HOOKS @ 18"O.C. WELDEDTO ANGLE

SAW CUT EXISTINGPAVEMENT ASNECESSARY TO INSTALLTHE V-TRACK.

3"x3"x3/16" ANGLEWITH 3/4" EXPOSED

12"x12" CONCRETE

PVMT.PVMT.

SAFETY LOOP

SAFETY LOOP

OPERATORASSEMBLY

GATE OPENING

6'4'

6'4'

8'-20' BASED ONEXISTING DRIVE WIDTH

MAINTAIN 5" FROM LOOP TOEDGE OF PAVEMENT

V-TRACK DETAIL3SCALE : NTS

AUTOMATED GATELAYOUT DETAIL4SCALE : NTS

6'

V-TRACKCONCRETE/FOOTEROUTLINE

EXISTINGCATCH BASIN

OPERATOR

1

2

1 1

1

3

4

56

EXISTING 6' CHAINLINK FENCE.

7

APPROXIMATE LOCATION OF EXISTING CATCH BASIN.

B-

8

DRIVE RAIL

MODIFY POST GAP ASNECESSARY TO INSTALLDRIVE RAIL

7

8

ROLLING GATE SECTIONAC-506 N.T.S.SCALE :

ROLLING GATE SECTIONBC-506 N.T.S.SCALE :

12"

VARIES VARIES

48"

DETAIL DROLLER GUIDE POST PLATE

SAFETY LOOP FOR GATE EXITCONTROL AND SAFETY OPERATION



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C-507

MTC MJ

SD WZ

AS SHOWN26

HINGE

LOCKSET

TERMINAL BLOCKS

TAMPER PLUNGER

4'-6"

3'-4"

EQUIPMENT BOX

6" X 6"

4" X 4"

5 1/8"4"

1

2"

6"

CONCRETE BASE

ROADWAY

4" X 4"

NON-SHRINKGROUT

LEVELING NUT

7

10

6

8 4" X 4"

17 18

CONCRETE BASE

6" X 6"

1/4" WELD

7/8" DIA. HOLEBASE PLATE

1-1 2" 12"

12"

1-12"

#6 VERTICALREINFORCINGBARS(PROVIDE 2 ADDITIONAL

TIES @ 2" O.C. AT TOPOF CONCRETE BASE PER2000 IBC SECTION 1910.4.3)

#4 TIES @ 12" O.C.

KNOX BOX W/TAMPER SWITCH

26"

1

CONCRETE BASE

ANCHOR BOLT

6" X 6"6

2

20"Ø

3"

3"

1

30"

12"

MIN.

19

FIRE DEPT. KEYEDSWITCH

KEYPAD

1716

18

CURB

EQUIPMENT BOX

CONCRETE BASE

10

1

ROADWAY

ITEM QTY. DESCRIPTION MANUFACTURER PART NUMBER NOTES

1 1 CONCRETE BASE ----- 3000 PSI2 4 ANCHOR BOLTS ----- 0.75" GRADE 53 6 REINFORCING BAR ----- #64 3 REINFORCING BAR ----- #45 1 BASE PLATE ----- 0.50" STEEL

6 1 MAIN TUBE ----- 6" X 6" X 0.125" TUBE STEEL7 1 LOWER TUBE ----- 4" X 4" X 0.125" TUBE STEEL8 1 MIDDLE TUBE ----- 4" X 4" X 0.125" TUBE STEEL "T" SHAPE TUBE9 1 UPPER TUBE ----- 4" X 4" X 0.125" TUBE STEEL10 1 EQUIPMENT BOX ----- 3/16" STEEL

11 1 HINGE ----- 316 STAINLESS STEEL12 1 LOCK SET, CAM TYPE COMPX C4152 WWW.COMPXNET.COM13 - -------------------------------- ----------- ------------14 - ------------------ -------- --------------15 - ----------------- ----------- -----------

16 1 SWITCH BOX THOMAS & BETTS IH3-1-LM WWW.TNB.COM17 1 FIRE DEPT. KEYED SWITCH KNOX COMPANY MODEL 3502 SINGLE SWITCH WWW.KNOXBOX.COM18 1 KNOX BOX, HINGED DOOR KNOX COMPANY 3200 SERIES SURFACE MOUNTED WWW.KNOXBOX.COM19 1 KEYPAD DKS DOORKING 150620 - ------------------- -------------- ---------- ---------------------

21 - -------------- ----------- ------- ---------------------22 - ----------- ----------- ------- ----------------------23 1 PLUNGER, TAMPER GE (SENTROL) 3015 WWW.GEINDUSTRIAL.COM24 1 TERMINAL BLOCK, 10 POLE MARATHON KULKA 100 SERIES WWW.MARATHONSP.COM25 - NOT USED - -26 - ------------------- --------------- ----------------- ---------------27 - --------------- ------------

1

6

5

24

23

12

11

A

B

4

3

4 5

3

3

CARD READER PEDESTALTOP VIEW1SCALE : N.T.S.

CARD READER PEDESTALFRONT VIEW4SCALE : N.T.S.

CARD READER PEDESTALSIDE VIEW5SCALE : N.T.S.

CARD READER PEDESTALLIST OF ITEMS2SCALE : N.T.S.

EQUIPMENT BOXSIDE VIEW3SCALE : N.T.S.

SCALE:SECTION

NTS

SCALE:SECTION

NTS

CARD READER PEDESTALSECTION VIEWS6SCALE : N.T.S.

2-3/4" CONDUITS

KEYPAD 19

11"

1'-1"

8"

ADJUST SPOOLTO FIT TO NEWPUMP LAYOUT

8"

ROTATE AND REUSEEXISTING 4"X4"X4"TEE

ADJUST SPOOLLENGTH ASNECESSARY ANDCONNECT TOEXISTING LOCATIONOF PLUG VALVE

NEW 4" 45° BENDROTATE AND REUSEEXISTING 4" 90° BEND

NEW 90° BEND

ROTATE AND REUSEEXISTING 90° BEND

ADJUST SPOOL LENGTH ASNECESSARY TO CONNECT TONEW PUMP DISCHARGE

REPLACE EXISTING PUMPAND 40HP MOTOR SKID WITHGORMAN-RUPP 4" X4" PUMPAND MOTOR SKID MODELU4B60S - B

ROTATE 45° ANDREUSE EXISTING 4"90° BENDNEW 45° BEND

REPLACE EXISTING PUMP ANDMOTOR SKID WITHGORMAN-RUPP 4"X4" PUMP AND40HP INVERTER DUTY MOTORSKID MODEL U4B60S-B

NEW 4" SPOOL. ADJUST LENGTH ASNECESSARY TO CONNECT.

NEW 4" 90° BEND

REUSE EXISTING4" PLUG VALVE

CONNECT TOEXISTING 4" TEE

NEW 4" SPOOL. ADJUST LENGTHAS NECESSARY TO CONNECT

ROTATE ANDREUSE EXISTING4" 90° BEND

ADJUST SPOOL LENGTHTO CONNECT TO EXISTINGSUCTION PIPE

ADJUST SPOOLTO FIT TO NEWPUMP LAYOUT

REPLACE EXISTING PUMP ANDMOTOR SKID WITHGORMAN-RUPP 4"X4" PUMP AND40HP INVERTER DUTY MOTORSKID MODEL U4B60S-B


ROTATE 90° AND REUSEEXISTING TEE. CONNECT TOEXISTING 10"X6" REDUCERWITH NEW 90° BEND

EXISTING 6" SUCTION PIPE

EXISTING 6" BUTTERFLY VALVE

EXISTING 6" 45° BEND

EXISTING 6"X6"X6" TEE

EXISTING 6" FLEXIBLE RUBBER COUPLING

EXISTING 6"X4" REDUCER

EXISTING 4" CHECK VALVE

EXISTING PUMP SKID

NEW PIPE SUPPORT.REUSE EXISTINGSUPPORT AS IT PERMITS

EXISTING PIPE STAND

EXISTING 4" SPOOL


EXISTING 4" ARV

EXISTING 4" CHECK VALVE EXISTING 4" PLUG VALVE

EXISTING 4" SPOOL


EXISTING 4" SPOOL

EXISTING 4" PLUG VALVE

EXISTING 4" DISCHARGE PIPE

EXISTING 6" SUCTION PIPE



EXISTING 6"X6"X6" TEE

EXISTING 6" FLEXIBLE RUBBER COUPLING

EXISTING 6"X4" REDUCER


EXISTING PUMP SKID


EXISTING 4" ARV


EXISTING 4" PLUG VALVE

EXISTING 4" SPOOL


EXISTING 4" SPOOL

EXISTING 4" TEE AND DISCHARGE PIPEEXISTING 6" BUTTERFLY VALVE

EXISTING 6" TEE,6"X10" REDUCER ANDSUCTION LINE

EXISTING 6" SPOOL


EXISTING VALVE COVER

EXISTING ELECTRICAL PANELS

EXISTING PIPESUPPORT

NEW PIPESUPPORT

3'

3'-412"

NEW 4"SPOOL

REUSE EXISTING 4" PLUG VALVE

REUSE EXISTING4" CHECK VALVE

REUSE EXISTING 4"PLUG VALVE

REUSE EXISTING4" 90° BEND

REUSE EXISTING4" CHECK VALVE


REUSE EXISTING PIPINGASSEMBLY

REUSE EXISTING4" ARV

REUSE EXISTING 4" PLUG

REUSE EXISTING PIPINGASSEMBLY

REUSE EXISTING PIPINGASSEMBLY REUSE EXISTING

4" ARV

REUSE EXISTING4" PLUG

REUSE EXISTING 4" ARVREUSE EXISTING 4" PLUG VALVE

TAP FOR PRESSURE SWITCH INSTALLATION

TAP FOR PRESSURE SWITCHINSTALLATION



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Plot Date: Cad File No:25 November 2013 - 3:46 PM N:\US\Santa Rosa\Projects\12027 - The Town of Yountville\12027-11-001 Recycled Water Expansion Project\06-CAD\Sheets\1202711001 M-301.dwg


Date

JobManager

ProjectDirector


Contract No.Sht of




M-301

SD WZ

AS SHOWN27

0 4'2'1'1/2"=1'-0"

NOTE:REUSE EXISTINGCOMPONENTS EXCEPT ASNOTED

EXISTING RECYCLED WATER PUMP STATION PLAN AND SECTION1SCALE : 1/2"=1'-0"

PROPOSED RECYCLED WATER PUMP STATION PLAN AND SECTION2SCALE : 1/2"=1'-0"



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Plot Date: Cad File No:25 November 2013 - 3:47 PM N:\US\Santa Rosa\Projects\12027 - The Town of Yountville\12027-11-001 Recycled Water Expansion Project\06-CAD\Sheets\1202711001 S-100.dwg


Date

JobManager

ProjectDirector


Contract No.Sht of




S-100

BL NO

SD SB

AS SHOWN28

GENERAL STRUCTURAL NOTES

REINFORCING

1. ALL CONCRETE REINFORCING SHALL BE ASTM A615, Fy = 60 KSI., UNLESS NOTED OTHERWISE.

2. REINFORCING SHALL EXTEND CONTINUOUS FOR THE DIMENSION SHOWN.

3. NO WELDING OF ANY REINFORCING IS PERMITTED, UNLESS SPECIFICALLY STATED ON THE PLANS. REINFORCEMENTTO BE WELDED TO MEET THE REQUIREMENTS OF ASTM A706.

4. LOCATE ALL REINFORCING AS SHOWN ON DRAWINGS AND FASTEN SECURELY.

5. ALL REINFORCING TO TERMINATE WITH STANDARD HOOKS AS SHOWN ON PLANS. ALL STIRRUPS AND TIES TO BECLOSED WITH 135 DEGREE BENDS.

STEEL

1. DETAIL, FABRICATE, AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEELCONSTRUCTION (AISC) SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (LATEST EDITION AND SUPPLEMENTS).

2. ANCHOR BOLTS: ASTM F1554 GRADE 36.

3. ALL STEEL BARS & PLATES SHALL BE ASTM A36 UNLESS OTHERWISE NOTED.

4. ALL STEEL SHAPES SHALL BE ASTM A992 GRADE 50 UNLESS OTHERWISE NOTED.

5. ALL THREADED RODS: ASTM A36 OR ASTM A572; GRADE 50. CLEVIS AND TURNBUCKLES TO MEET DIMENSIONAL ANDLOADING REQUIREMENTS SHOWN IN AISC'S STEEL CONSTRUCTION MANUAL TABLES, 15-4; 15-5; AND 15-6.

6. BOLTED CONNECTIONS, UNLESS NOTED OTHERWISE: 1-INCH DIAMETER A325-N BOLTS.

7. INSTALL HIGH STRENGTH BOLTS IN ACCORDANCE WITH SECTION 8 OF THE "SPECIFICATIONS FOR STRUCTURAL JOINTSUSING HIGH STRENGTH BOLTS", 2009 EDITION.

8. ANCHOR RODS SHALL BE THREADED ANCHOR RODS WITH NUT. THE EMBEDDED NUT SHALL BE TACK WELDED TO THEANCHOR ROD TO PREVENT ROTATION DURING TIGHTENING.

9. BOLT HOLES IN STEEL SHALL BE "STANDARD" (1/16-INCH LARGER IN DIAMETER THAN THE NOMINAL BOLT SIZE, UNLESSOTHERWISE NOTED).

10. WELDING ELECTRODES (FILLER METAL): E70XX (70 KSI), WITH EXACT FILLER METAL SELECTED BY THE FABRICATOR.

11. WELD LENGTHS CALLED FOR ON THE PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WHERE LENGTH OF WELD ISNOT SHOWN IT SHALL BE THE FULL LENGTH OF THE JOINT.

12. COMPLETE PENETRATION WELDS SHALL BE MADE WITH PROPER BACKING WHEREVER POSSIBLE. AFTER WELDINGREMOVE BACKING BARS AND GRIND SMOOTH. FULL PENETRATION WELDS MADE WITHOUT PROPER BACKING SHALLHAVE THE ROOT GOUGED BEFORE WELDING IS STARTED FROM THE OTHER SIDE EXCEPT AS PROVIDED IN AWS D1.1.

13. ALL BUTT AND GROOVE WELDS SHALL BE FULL PENETRATION, UNLESS NOTED OTHERWISE.

14. ALL SPLICING OF MEMBERS SHALL BE AS SHOWN ON THE DRAWINGS. ANY SPLICING OF THE STEEL MEMBERSPROPOSED BY THE STEEL FABRICATOR SHALL BE SHOWN ON SHOP DRAWINGS AND APPROVED BY THE ENGINEERPRIOR TO FABRICATION.

15. ALL ANCHOR BOLTS SHALL BE EMBEDDED AS SHOWN ON THE DRAWINGS.

16. MINIMUM PLATE THICKNESS IS 3/8 INCH UNLESS OTHERWISE NOTED. MINIMUM WELD IS 1/4 INCH UNLESS OTHERWISENOTED.

17. ALL STEEL FABRICATION AND DETAILS TO COMPLY WITH MOST STRINGENT OF THE LATEST EDITION OF: AISC CODE,AWS CODE, AND THE 2010 CBC.

18. ALL WELDING TO BE BY AWS CERTIFIED WELDERS AND SHALL CONFORM TO ALL 2010 CBC AND AWS REQUIREMENTS.ALL WELDERS SHALL BE PRE-QUALIFIED BY THE PROJECT WELDING INSPECTOR FOR THE WELD TYPES AND POSITIONSUSED IN THE PROCEDURES THEY WILL BE PERFORMING.

19. UNLESS NOTED OTHERWISE, ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED.

20. ALL GRATING SHALL BE ALUMINUM.

CONCRETE

1. ALL CONCRETE SHALL BE NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS.

2. CONCRETE REINFORCING COVER SHALL BE AS FOLLOWS:

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TOEARTH…………………………………..…………………..…….........3 INCHES CONCRETE EXP0SED TO EARTH OR WEATHER:

NO. 6 OR LARGER BARS………………………………….…2 INCHESNO. 5 OR SMALLER BARS………………………………....1.5 INCHES

CONCRETE NOT EXPOSED TO EARTH OR IN CONTACT WITHGROUND:SLABS OR WALLS……………………………………...….............0.75 INCHES

3. ALL CONCRETE DIMENSIONS SHOWN ARE MINIMUM DIMENSIONS. CONTRACTOR TO REVIEW FORMING, REINFORCINGDETAILS AND ANY EMBEDDED ITEMS AND DETERMINE PRIOR TO FABRICATION OF ANY REINFORCING, PLACEMENTREQUIREMENTS AND CLEARANCES.

SPECIAL INSPECTION

1. SPECIAL INSPECTION IN ACCORDANCE WITH 2010 CALIFORNIA BUILDING CODE CHAPTER 17 IS REQUIRED ON THEFOLLOWING PORTIONS OF THE WORK:

CONCRETEREINFORCING STEELSTRUCTURAL STEEL

GENERAL

1. DESIGN CRITERIA:

2010 CALIFORNIA BUILDING CODE (2010 CBC)

AMERICAN CONCRETE INSTITUTE (ACI):

CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES (AC1 350-06)

DESIGN CONSIDERATIONS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES (ACI 350.4R-04)

SEISMIC DESIGN OF LIQUID-CONTAINING CONCRETE STRUCTURES AND COMMENTARY (ACI 350.3-06)

2. LOADS:

LIVE LOAD: 80 PSF

DEAD LOADS: SELF WEIGHT.

SEISMIC LOADS:

SEISMIC IMPORTANCE FACTOR: I = 1.25OCCUPANCY CATEGORY: III (WATER TREATMENT PLANT)MAPPED SPECTRAL RESPONSE ACCELERATIONS:

SS = 1.923 S1 = 0.697SITE CLASS: DSPECTRAL RESPONSE COEFFICIENTS:

SDS = 1.282 SD1= 0.697SEISMIC DESIGN CATEGORY: DRESPONSE MODIFICATION FACTORS:

R = 2.5ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE

3. UNLESS NOTED OTHERWISE, REFER TO DRAWINGS OTHER THAN STRUCTURAL FOR FINISHES, SLOPES,DEPRESSIONS, OPENINGS CURBS, STAIRS, RAMPS, TRENCHES, EQUIPMENT AND LOCATIONS AND EXTENT OF SUCHCONDITIONS.

4. CONTRACTOR TO COORDINATE ALL NEW WORK WITH EXISTING SITE CONDITIONS AND REPORT ANY DISCREPANCIESTO THE ENGINEER PRIOR TO CONSTRUCTION.

5. DETAILS OR CONDITIONS NOT FULLY DEVELOPED ON STRUCTURAL DOCUMENTS ARE SIMILAR TO DEVELOPEDDETAILS.

6. SEE CIVIL AND MECHANICAL DRAWINGS FOR WATERPROOFING, DAMP-PROOFING, AND DRAINAGE REQUIREMENTS.

7. ALL PLANS TO BE COORDINATED WITH GENERAL NOTES AND TYPICAL DETAILS AS APPLICABLE.

8. IT IS THE CONTRACTOR’S SOLE RESPONSIBILITY FOR METHOD AND SEQUENCE OF ERECTION, TEMPORARY SHORINGAND TEMPORARY BRACING.

9. IT IS THE CONTRACTOR’S SOLE RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONSDURING ALL PHASES OF CONSTRUCTION.

STRUCTURAL LEGEND

STEEL IN SECTION

CONCRETE IN SECTION

GROUT IN SECTION

EARTH IN SECTION

GRATING IN PLAN

CMU IN PLAN

CMU IN SECTION

FOOTING

SLAB CONSTRUCTION JOINT

SLAB CONTROL JOINT

BOLLARD (TYP OF 3)

TRICKLING FILTERVALVE VAULT

LADDER

TRICKLING FILTERRECIRCULATION PUMPS

PRIMARYSEDIMENTATIONWET WELL

REMOVE EXISTING STEEL PLATE. TO BE REPLACED WITH GRATING PER DET. 1, SHT. S-102.KEEP SQUARE PIECE AROUND PIPE OF DIMENSION (DIAMETER +4"), TO BE PARTIALLYWELDED TO NEW STEEL BEAM PER S-102. WHERE PLATE PIECE ENDS AT WALL, CUT TO FITAGAINST INSIDE FACE OF VAULT WALL. CONFIRM DIMENSIONS ON-SITE PRIOR TO CUTTINGPLATE.

4'-9" 8"

5'-9"

8'-10

"

REMOVE EXISTINGGRATING

EXISTING ELECTRICAL PANELS

WORK TABLE (REMOVABLE)

CONCRETE WALKWAY

ASPHALT

CONCRETE

9"

8'-1

1"

TOP OF SLOPED FLOOR

BOTTOM OF SLOPED FLOOR

12'-0

"

SHIM UNDERNEATH EXISTING STEELCHANNEL PUMP SUPPORTS AT EDGEOF CONCRETE AS REQUIRED

REMOVE EXISTINGGRATING TO BE REPLACEDWITH BILCO DOOR PERDET. 2, SHT. S-102

9"

ASPHALT RAMP

GRAVEL

CONCRETE

5'-9"

4'-9"

TRICKLING FILTERVALVE VAULT

LADDER

BOLLARDTRICKLING FILTERRECIRCULATION PUMPS

INTERMEDIATESEDIMENTATIONWET WELL

EXISTING BUBBLERPANEL

REMOVE EXISTING GRATING. TO BEREPLACED WITH BILCO DOOR PERDET. 2, SHT. S-102.

SHIM UNDERNEATH EXISTINGSTEEL CHANNEL PUMPSUPPORTS AT EDGE OFCONCRETE AS REQUIRED

REMOVE EXISTING STEEL PLATE. TO BE REPLACED WITH GRATING PER DET. 1, SHT. S-102.KEEP SQUARE PIECE AROUND PIPE OF DIMENSION (DIAMETER +4"), TO BE PARTIALLYWELDED TO NEW STEEL BEAMS PER S-102. WHERE PLATE PIECE ENDS AT WALL, CUT TOFIT AGAINST INSIDE FACE OF VAULT WALL. CONFIRM DIMENSIONS ON-SITE PRIOR TOCUTTING PLATE.

7'-4"

REMOVE EXISTINGGRATING

9"

8'-11

"

TOP OF SLOPED FLOOR

BOTTOM OF SLOPED FLOOR

12'-0

"

9"



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Date

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Contract No.Sht of




S-101

BL NO

SD SB

AS SHOWN29

TRICKLING FILTER VALVE VAULT (SOUTH) DEMOLITION PLAN1SCALE : 1:2

TRICKLING FILTER VALVE VAULT (NORTH) DEMOLITION PLAN2SCALE : 1:2

SECTIONA- 1/2"=1'-0"SCALE :

SECTIONB- 1/2"=1'-0"SCALE :

B-

A-

DTL. 1,SHEET S-103

DTL. 1,SHEET S-103

DTL. 1,SHEET S-103

DTL. 1,SHEET S-103

DTL. 1,SHEET S-103

DTL. 1,SHEET S-103

DTL. 2,SHEET S-103

DTL. 2,SHEET S-103

DTL. 2,SHEET S-103

DTL. 2,SHEET S-103

NEW W6 x 12 STEEL BEAMBELOW NEW GRATING; ATTACHREMAINING STEEL PLATES PERDTL. 4, SHEET S-103 (TYP)

BANDING BARS AT EACH END,SITTING ATOP NEW L4 x 3 x 1/2ANGLES BELOW PER DTL. 3, SHEETS-103 (FULL PERIMETER EXCEPTAT REMAINING STEEL PLATE)

BEARING BARS: 1"d x 1/4"t BARS@ 1" O.C. THROUGHOUT (TYP.)CROSS BARS: 1"d x 1/4"t BARS @4" O.C. THROUGHOUT (TYP.);SEE NOTE 2.

NOTES:1. GRATING IS ALUMINUM.

2. GRATING TO BE SEGMENTED PERCONTRACTOR SUCH THAT ALLSEGMENTS ARE 100 POUNDSMAXIMUM IN WEIGHT.

3. GRATING TO BE ATTACHED WITHANCHOR CLIPS (PER CONTRACTOR).

4. WETWELL AND VALVE VAULTS TO BECOATED PER SPECIFICATION 02661.

MEASURE STEEL MEMBERS ON-SITEPRIOR TO INSTALLATION

NORTH TRICKLING FILTER WETWELL PLAN, DETAILS SIMILAR

ANCHOR BOLTS PER SECTION

5'-9"

4'-9"

CONFIRM DIMENSIONS ON SITEPRIOR TO CONSTRUCTION

3" E

DGE

SPA

CING

(TYP

ICAL

)

EXISTING LADDER TO REMAIN

2'-2"

(TYP

)

2'-0"

(TYP

)1"

(TYP

)1"

(TYP

)

1"

(NEW BILCO KD DOOR NOT SHOWN)

SINGLE ANGLE AND PLATECONNECTION. FOR NEWBILCO KD DOOR (NOTSHOWN). ATTACHED PERSECTION A DETAILS

CONNECTION TO EXISTINGTRICKLING FILTER WET WELLWALL SEE DTL. 3 THIS SHEET

ANCHOR BOLTS PER SECTION A,BOTH SIDES (TYPICAL)

SINGLE ANGLE CONNECTIONFOR NEW CATWALKGRATING, ATTACHED PERSECTION A DETAILS (BOTHSIDES, TYPICAL)

BEARING BARS: 1" D x 1/4" TBARS AT 1" O.C.THROUGHOUT, CROSS BARS:1" D X 1/4" T. BARS @ 4" O.C.THROUGHOUT, BANDINGBARS @ 4 ENDS

1/2" Ø THREADED ROD, ASTM F 543-316. INHORIZ. SLOTTED HOLES, AT 12" O.C.,INSTALL USING HILTI HIT RE 500 SD EPOXYANCHORING SYSTEM, OR APPROVEDEQUIVALENT, PER MANUFACTURER'SINSTALLATION PROCEDURES

ALUMINUM EXTRUDED FRAME FOR BILCO KD DOOR

9" x 1/2"t STEEL PLATE, FULL LENGTH 3 SIDES

1/2" Ø BOLTS IN SLOTTED HOLES @ 12"O.C. FULL LENGTH 3 SIDES (TYPICAL)

L6 x 6 x 1/2" SINGLE ANGLE, FULL LENGTH 3 SIDES

1/2" Ø BOLTS IN SLOTTED HOLES @ 12"O.C., FULL LENGTH 3 SIDES (TYPICAL)EXISTING TRICKLING FILTER WET WELL WALL

5/8" Ø THREADED ROD, ASTM F 593-316, IN VERT. SLOTTEDHOLES, AT 12" O.C., INSTALL USING HILTI HIT RE 500 SD EPOXYANCHORING SYSTEM OR APPROVED EQUIVALENT PERMANUFACTURERS INSTALLATION PROCEDURES

1 1/

4"

1 1/

2"

1" EXISTING GROOVE

4" M

IN.

1/2"3"

1 1/

4"

EXISTING TRICKLING FILTERWET WELL WALL

4" 1 1/

2"2"

3 1/

4"

2 1/

2"

9"

4" MIN.4" MIN.

2'-0"

TO

UNDE

RSID

EOF

NEW

BILC

O DO

ORM

AINT

AIN

CLEA

RANC

ETO

VAL

VE

NEW CATWALK GRATING PERDETAIL 2 THIS SHEET

1/2" Ø THREADED ROD, ASTMF 593-316. (3) TOTAL PERSIDE, AT 10" O.C. SPACING(TYPICAL, BOTH SIDES)

L4 X 3 X 1/2" SINGLE ANGLECONNECTION PER DETAIL 2THIS SHEET, INSTALL USINGHILTI HIT RE 500 SD EPOXYANCHORING SYSTEM (ORAPPROVED EQUIVALENT) PERMANUFACTURER'SINSTALLATION PROCEDURES,MIN. 4" EMBEDMENT (TYP.)

NOTES:1. PAINT ALL DOOR ASSEMBLY STEEL / ALUMINUM IN

CONTACT WITH CONCRETE IN ACCORDANCE WITHSPEC 9800.

L8x8x3/4" SINGLE ANGLE CONNECTION, SEE SECTION B THISSHEET. INSTALL USING HILTI HIT RE 500 SD EPOXYANCHORING SYSTEM (OR APPROVED EQUIVALENT) PERMANUFACTURER'S INSTALLATION PROCEDURES, MINIMUM 4"EMBEDMENT (TYP)

PRIOR TO INSTALLATION, REPAIR EXISTING GAPS ANDCRACKS IN CONCRETE WALL JUNCTION USING SIKAFIX HH +OR APPROVED EQUIVALENT - ENGINEER INSPECTION ANDAPPROVAL REQUIRED BEFORE ANCHOR INSTALLATION

4 1/2"

EDG

ESP

ACIN

G (T

YP)

1'-0"

O.C

.(T

YP)

5 1/2" MIN. EDGE DISTANCE(BOTH SIDES OF VALVE VAULT)

SINGLE ANGLE CONNECTION PER PLAN, MINIMUM 8BOLTS PER CONNECTION AS SHOWN FOR SOUTHVALVE VAULT, MINIMUM 6 BOLTS (PLACED & SPACEDSIMILARLY) AS SHOWN FOR NORTH VALVE VAULT

10" O

.C.

(TYP

)3" MIN.

L8x8x3/4" SINGLE ANGLE CONNECTION, FULL WIDTHOF TRICKLING FILTER VALVE VAULT, SEE DTL. 4 THISSHEET. INSTALL USING HILTI HIT RE 500 SD EPOXYANCHORING SYSTEM (OR APPROVED EQUIVALENT)PER MANUFACTURER'S INSTALLATIONPROCEDURES, MINIMUM 6" EMBEDMENT (TYP)

REPAIR EXISTING GAPS AND CRACKS IN CONCRETEWALL/SLAB JUNCTION USING SIKAFIX HH+ (OR APPROVEDEQUIVALENT) ENGINEER INSPECTION AND APPROVALREQUIRED BEFORE ANGLE CONNECTIONS INSTALLATION

TRICKLING FILTER VALVE ANDPIPEWORK NOT SHOWN

1'-0"

TOP OF WALL

1'-0"

3" MIN.

NOTES:1. STEEL CONNECTION PIECES TO

BE PAINTED IN ACCORDANCEWITH SPEC 9800.

5 1/2" MIN. EDGE DISTANCE(BOTH SIDES OF VALVE VAULT)



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Plot Date: Cad File No:6 December 2013 - 6:34 PM N:\US\Santa Rosa\Projects\12027 - The Town of Yountville\12027-11-001 Recycled Water Expansion Project\06-CAD\Sheets\1202711001 S-102.dwg


Date

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ProjectDirector


Contract No.Sht of




S-102

SD WZ

AS SHOWN30

SECTIONA- 3"=1'-0"SCALE :

A-

SECTIONB- NTSSCALE :

B-

TRICKLING FILTER WET WELL PLAN (SOUTH)1SCALE : NTS

TRICKLING FILTER VALVE VAULT PLAN (SOUTH)2SCALE : NTS

TRICKLING FILTER VALVE VAULT WALL CONNECTION PLAN3SCALE : NTS

NORTH PLAN SIMILARNORTH PLAN SIMILAR

1 1/2" 1 1/2"

1 1/2"

(TYP

)

1 1/2

"

4" TYP.

1 1/2

"

NEW ALUMINUMGRATING (FLUSH W/CONCRETE)

EXISTING VAULTBOUNDARY (CONCRETE)

6 1/4

"

L5 x 5 x 1/2 SINGLE ANGLECONNECTION W/ 1/2" ØBOLTS IN SLOTTED HOLES

1/2" Ø THREADED ROD, ASTM F 593-316, INHORIZ. SLOTTED HOLES (TYPICAL) INSTALLUSING HILTI HIT RE 500 SD EPOXY ANCHORINGSYSTEM, OR APPROVED EQUIVALENT, PERMFR'S INSTALLATION PROCEDURES

NOTE:1. GRATING ATTACHED

WITH ANCHOR CLIPS(PER CONTRACTOR).

EDGE OF BEAM (BEYOND)

1 1/2

" 2"

1 1/2

"2"

1 1/2

"2"

1 1/2

"

W6 x 12, W/ COPED WEB(AS REQ'D)

W6 x 12 CONTINUOUS BEAMNOTE: GRATINGNOT SHOWN FORCLARITY

L5 x 5 x 1/2" SINGLE ANGLECONNECTION W/ 1/2" Ø BOLTSIN HORIZ SLOTTED HOLES

1 1/2"

EDGE OF BEAM (BEYOND)

EXISTING VAULTWALL/BOUNDARY

4"

1"d x 1/4"t. BANDING BARALL AROUND GRATING

NEW ALUMINUMGRATING PERPLAN

L4 x 3 x 1/2" ALUMINUM ANGLE W/ 1/2" ØTHREADED ROD, ASTM 593-316. IN HORIZ.SLOTTED HOLES AS SHOWN AT 12"SPACING. INSTALL USING HILTI HIT RE500 SD EPOXY ANCHORING SYSTEM, ORAPPROVED EQUIVALENT, PER MFR'SINSTALLATION PROCEDURES - TYPICALCONNECTION ALL AROUND VAULT WALL.

2 1/2

"1

1/2"

NOTE:1. GRATING ATTACHED

WITH ANCHOR CLIPS(PER CONTRACTOR).

3/8"

NEW ALUMINUMGRATING PER PLAN

EXISTING PLATE PER PLAN

NEW W6 x 12 BEAM

1 3/4" MIN. 1 3/4" MIN.

4"

EXIS

TING

PIP

E

1 @ 3



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S-103

BL NO

SD SB

AS SHOWN31

BEAM ATTACHMENT DETAIL1SCALE : NTS

BEAM -TO-BEAM ATTACHMENT DETAIL2SCALE : NTS

GRATING SUPPORT DETAIL3SCALE : NTS

NEW BEAM DETAIL4SCALE : NTS



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S-104

SD WZ

AS SHOWN32



RECYCLED WATER WET WELL DEMOLITION1SCALE : 3/4" =1'

PLAN VIEW

SECTION A

DEMOLISH AND REMOVE PRECAST WELL LID AND TOPOF WALLS AS SHOWN; INSTALL NEW CONCRETE ANDDOOR HATCH AS SHOWN

CONFIRM DEMOLITION DIMENSIONSON-SITE TO MAKE TOP-OF-DOOR FLUSHW/ GRADE PRIOR TO DEMOLITION



RECYCLED WATER WET WELL SECTION2SCALE : 3/4"=1'

BILCO J-ALH20 ALUMINUM DOOR ORAPPROVED EQUAL. INSTALLED ASSHOWN AND PER MANUFACTURER'SRECOMMENDED PROCEDURES.

A-

4" M

IN.

1'-0"

MIN

.

NEW CONCRETEEXIST. CONCRETE

#4 BAR CONTINUOUS

ROUGHEN SURFACE

NEW HATCH

SECTION

DETAIL

SEE DETAIL ABOVE

CENTER THE DOOR IN THEWALL, SEE DETAIL ABOVE

NOTE:1. #4 BAR DOWELED INTO

EXISTING WET WELL WALL ASSHOWN @ 8" O.C. SPACING

WA

TER

WA

TER

WA

TER



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Plot Date: Cad File No:27 November 2013 - 2:30 PM N:\US\Santa Rosa\Projects\12027 - The Town of Yountville\12027-11-001 Recycled Water Expansion Project\06-CAD\Sheets\1202711001 E-101.dwg


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Contract No.Sht of








E-101

MTC WZ

AS SHOWN33

TREATMENT PLANT ELECTRICAL SITE PLAN

INSTALL SCADA ANTENNA ON EXISTING POLE. CONNECT TO RTU R. EA1

GENERAL NOTES

CONSTRUCTION

INSTALL 8-FIBER CABLE FROM MASTER RTU TO RTU R, FREE OFSPLICES IN EXISTING CONDUIT (NPI) LF*

INSTALL GOLF COURSE PUMP PANEL 01 PER DTL 1, SHEET E-300 EA1

RTU R MODIFICATIONS PER SPECIFICATIONS (NPI) LS1

RAW WATER PUMP CONTROL PANEL MODIFICATIONS PER DETAIL 4ON SHEET E-502 EA1


DEMOLITION

0 20'


15105

SUBPMP-1

HP7.5

UTILITY ROOM

CONTROL ROOM

PANELBOARD SCHEDULE NOTES1. THREE PHASE CIRCUITS : PROVIDE 3/4"C w/3-#12, 1-#12 GRD FOR 20A

CIRCUITS SERVING EQUIPMENT WITHIN 60' OF PANELBOARD, UNLESSOTHERWISE NOTED. INCREASE CONDUIT AND WIRE SIZES INACCORDANCE WITH THE NEC FOR LONGER CIRCUITS OR CIRCUITS MORETHAN 20A.

2. SINGLE PHASE CIRCUITS : PROVIDE 3/4"C w/2-#12, 1-#12 GRD FOR 20ACIRCUITS SERVING EQUIPMENT WITHIN 60' OF PANELBOARD, UNLESSOTHER WISE NOTED. INCREASE CONDUIT AND WIRE SIZE INACCORDANCE WITH THE NEC FOR LONGER CIRCUITS OR CIRCUITS MORETHAN 20A.

3. RECEPTACLE CIRCUITS SHALL BE POWERED THROUGH A GFCI CIRCUITBREAKER, EXCEPT AS FOLLOWS:· WHEN THE DISTANCE TO THE FIRST RECEPTACLE IS OVER 50' IN

LENGTH, USE A STANDARD CIRCUIT BREAKER AND PROVIDE A FEEDTHROUGH GFCI TYPE RECEPTACLE.

· ALL RECEPTACLES MOUNTED IN LIGHT POLES OR ON HANDRAILSSHALL BE GFCI TYPE.

· PROVIDE GFCI RECEPTACLES AT ALL LOCATIONS WHERERECEPTACLES ARE MORE THAN 50' APART.

· PROVIDE GFCI RECEPTACLES FOR ALL SINGLE PHASE CORDCONNECTED, SUBMERSIBLE PUMP, MIXERS, ETC.

· REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.4. CONDUIT SIZES SHOWN ARE MINIMUM ONLY AND NOT FOR USE IN

DUCTBANKS. REFER TO DUCTBANK AND CIRCUIT SCHEDULE FORCONDUIT SIZE AND FOR CONDUITS WHICH STUB-UP INTO PANELBOARDS.

5. LIGHTING CIRCUITS : PROVIDE ADDITIONAL CONDUCTORS AS REQUIREDTO CONNECT SWITCHED LEGS FOR FIXTURES OR UNSWITCHED LEGSFOR EMERGENCY LIGHTING UNITS AND EXIT LIGHTS. EMERGENCYLIGHTING UNITS AND EXIT LIGHTS SHALL BE CONNECTED UPSTREAM OFSWITCHED DEVICES.

6. LOCKOUT PROVISIONS : PROVIDE HANDLE LOCK-OFF/PADLOCKATTACHMENT FEATURE.

7. PROVIDE GROUND FAULT EQUIPMENT PROTECTOR RATED BREAKER(GFEP).

8. PROVIDE HEATING, AIR-CONDITIONING, REFRIGERATION RATED BREAKER(HACR).

9. UNIT HEATER CONNECTIONS : CONTRACTOR SHALL COORDINATECONNECTIONS WITH FINAL UNIT HEATER SELECTION. PROVIDENECESSARY 3ɸ OR 1ɸ BRANCH CIRCUITS AS REQUIRED PER EACH UNIT.UNUSED BRANCH CIRCUITS SHALL BE LABELED AS SPARE.

10. CKTS MAY ALSO BE ROUTED THROUGH DUCT BANKS.

EXISTINGRTU R

EXISTING RECYCLE WATERPUMP CONTROL PANEL

EXISTINGRECYCLE WATERCONTROL PANEL

HP40

MWTSHP40

MWTS

FROM MAINDISTRIBUTION

SWITCHBOARD "A"

BISULFITE METERINGPUMP

#2

EXISTINGPANELBOARD "D"

UTILITY RTU



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E-200

MTC JF

NONE34

RADIOANTENNA

MASTER RTU

1" C, W/FIBER

EXISTING

3/4" C, 3#12, 1#12 G

EXISTING C, 3#6, 1 #10 G1"C W/ANTENNA CABLE

EXISTING CONDUIT W/ MODBUS

3/4" C, 2#12, 1#12 G

MVALVEACTUATOR

VA-2

M

WPCR

CONTROLS

ANALOG & DISCRETEFLEXIBLE CABLES (TYP)CABLECONNECTOR (TYP)

AIT

C10

TSP-2

LE2

ULS

LE

EX

P2

C2

TSP-1

AIT

AE

AE 1CL

P2

C2

TSP-1

C10

TSP-2

P2

SOUTHVALVE VAULT WET WELL

P3

GENERAL CIRCUIT/CONDUIT TAG ID

TAG CONDUIT SIZE CONDUCTORS3/4" (x=2 THRU 12) x-#12, 1-#12G

3/4" (x=2 THRU 18)1" (x=19 THRU 30)2" (x=31 THRU 100)

x-#14, 1-#12G

3/4" (X=1,2)1" (x=3,4)

2" (x=5 THRU 16)x-#16 TWISTED SHIELDED PAIR

REFER TO DUCT BANK SECTION SCHEDULEFOR REQUIREMENTS

3/4" (x=1 THRU 4)1" (x=5 THRU 8) x-CATEGORY 6 NETWORK CABLE

Px

Cx

TSP-x

DB-XX [XX] w/CIRCUIT

CAT6-x

FESTAINLESS STEELGROUNDINGRINGS WITHSTRAPS (TYP)

FIT1

FIT-1

FE1

MAG METER

GOLF COURSE PUMP PANEL


FIT2

FIT-2

FE2

MAG METER


FIT3

FIT-3

FE3

MAG METER

2" C, W/ MFGR'S CABLES

SUMBPMP-1VFD

HP1

CHLORINE SAMPLE PUMP

3/4" C, 2#10, 1#12G

TSP-4

C10

CAT6 EXISTING

1" C, 3#10, 1#10 G

C6

RW PUMP 1

RW PUMP 2

EXISTING C, 3#6, 1 #10 G

HP1

CHLORINE SAMPLE PUMP

EXISTING


LSL1

EMERGENCYPUMP OFF

OIT

OIT

EXISTING

MFR'S CABLE

EXISTINGSWITCHBOARD "B"

TSP-1

M

VALVEACTUATOR

VA-1

TSP-2

C10

LE2

ULS

LE

P2

NORTHVALVE VAULT

WET WELL

P3

MFR'S CABLE

TSP-1

TSP-2

C10

C10

TSP-2

VALVE ACTUATOR VA-2VALVE ACTUATOR VA-1

B-20

B-19

GOLF COURSE VINEYARDS TRUCK FILL

MOUNTED PER 1E-505

HACH CL-17

AIT

AE

AE 2CL

HACH CL-17

TRUCK FILLSTATION

C6

EXISTINGPANELBOARD B

GATE OPERATOR

3/4" C, 3#10, 1#12G

GATE ACCESSPEDESTAL

ACCESSCONTROL

UNIT


P2

TO BE PROVIDEDAND INSTALLEDBY OTHERS

CS

3/4" C, 2#10, 1#12G FIT

EXISTING MILTRONICSFLOW METER



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E-300

MC JF

NONE35

7.5HP

CONNECT TOSEAL FAILLEADS

RESET

'MWTS'

'SEAL FAIL'

RUN

SEAL

FAI

LM

WTS

COMM

ON A

LARM

SHUT

DOW

N

M1-1TO RTU R(STATUS-RUN)

CRA-2TO RTU R(ALARM-SHUTDOWN)

'RUN'

'RESET'

TO RTU(STATUS-AUTO)

NC

1

xoo

oox

oox

H AO

CRP1-1

LSL-1 CRA-1

MDR-1

CRMST-1

CRTSH-1

TRTSH-1

CRMST-2

TRTSH-2

CRPL-2

CRA-1

MDR

CRMST

CRTSH

TRTSH

CRA

1A

1A

1R

NTSGOLF COURSE PUMP PANEL 01

MWTS

L1

L3

L2480VAC

3ɸ

VFD

R1VFDRUN

R2VFDFAIL

R1A

R1B

R2A

R2B

(CONTROL-HAND)

(CONTROL-AUTO)

ANALOG INPUT4-20mA

(CONTROL-SPEED)

120 VAC

30 AMP

VFD [R1]

R1A R1B

M1

VFD FAILTO RTU R(STATUS-FAIL)

4-20mA INPUTLC-150 CONTROLLER(CONTROL-SPEED)

ENCLOSUREAIR

CONDITIONER

CPT480VAC PRIM./

120VAC SECLCD VFDCONTROLLER

COMMUNICATIONSPORT

SEAL

DEVICE/COMPONENT IS LOCATED IN FIELD. REFERTO APPROPRIATE PLAN FOR LOCATION.

PROVIDE A SINGLE AIR CONDITIONER UNIT SIZEDFOR PUMP CONTROL PANEL HEAT REQUIREMENTS.

SYSTEM COMPONENTS: REFER TO SPECIFICATIONSFOR ADDITIONAL CONTROL COMPONENTS ANDACCESSORIES REQUIRED FOR EACH PANEL.

DRAWING NOTES:

PROVIDE GROUND FAULT EQUIPMENT PROTECTORRATED BREAKER (GFEP).

FIT1

FIT2

FIT3

CRLSL-1FROM RTU R(LOW LEVELINTERLOCK)

GOLF COURSE PUMP 01PANEL LOCATION1SCALE : NTS

INSTALL SLAB, UNISTRUT,AND CABINET AS SHOWN

TAG:"GOLF COURSEPUMP 01"

RUN

START STOP

HANDLOCAL-OFFAUTO

FIT-1

FIT-2

FIT-3

ENDRESS+HAUSERWALL MOUNTMETER (TYP)

24" MIN.

40" M

IN.

LCD VFDCONTROLLER

SEALFAIL

MWTS

R

A

A

RESET

MFGR'S CABLE(TYP)

STOP START

S-1

PROVIDE AND INSTALL CONCRETE SLAB TO SUPPORT NEW PANEL ASSHOWN. SLAB SHALL BE MAXIMUM 6'-0” WIDE BY 6'-0” LONG, AND SHALLHAVE A DEPTH OF 8”. SLAB SHALL BE REINFORCED WITH #4 STEELBARS AT 12” O.C. EACH WAY, PLACED CENTRALLY IN SLAB. SLAB TO BEEMBEDDED 6” INTO EXISTING GRADE. REFER TO SHEET S-100 FORFURTHER NOTES RELATED TO CONCRETE AND STEEL DETAILING

NTS

GOLF COURSE PUMP PANELINNER DOOR LAYOUT

S

RUN ALARM

R A

TAG:"CHLORINE SAMPLEPUMP"

HAND OFF

NTSCHLORINE SAMPLE PUMP ELEMENTARY

CLPMP

OLM-1

120VAC1Ø

MCP30A

L1

L2

OL

'OVERLOAD ALARM'

CRA1-1

OL

'RUN'M-2

M-3TO RTU R(STATUS-RUN)

CRA1-2TO RTU R(OVERLOAD ALARM)

1

1R

1A

'RESET'

TYPCLPMP 1CLPMP 2

1HP



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E-400

MTC JF

AS SHOWN36

SIDE MOUNTED AIRCONDITIONING UNIT

3-POINTLOCKABLELATCH

PULLBOX(INSTRUMENTATION CKTS)SEE NOTE 1

REINFORCEDCONTINUOUSHINGE

PULLBOX (POWER/CONTROL CKTS)SEE NOTE 1

60"±

NOTES:1. PULL BOXES: PROVIDE PULL BOXES TO FACILITATE

CIRCUIT AND CONDUIT CONNECTIONS TO THE RTUCABINETS. PULL BOXES SHALL BE WALL OR CEILINGMOUNTED AND STAGGERED TO PERMIT CONDUITPENETRATIONS FROM MULTIPLE DIRECTIONS. PROVIDE 3"CONDUITS BETWEEN EACH PULL BOX AND THE CABINETAS SHOWN.FLOOR ELEVATION

OIT

RTU CABINET1SCALE : NTS

"PLC POWER ON"

120VAC, 1PH (CONTROL POWER CIRCUIT NO.2)

120VAC, 1Ø (CONTROL POWER CIRCUIT NO.1)

CB

CB

H

TSTAT

ON

CB

CB

OFFCB

DOOR ACTIVATEDLIGHT SWITCH(SPRING RETURN CLOSE)

H

NEMA 20R"UPS RECEPTACLE"

NEMA 20R GFCIRECEPTACLE

N

FLUORESCENTLIGHT

AIR CONDITIONERUNIT

"AUX POWER ON"

N

F

(CONTINUED THIS SHEET)

UPS

15A

5A

5A

5A

20A

PRAC-1TO MASTER RTU(ALARM-FAILURE)POWER

RELAY

11

11

TVSS

DRAWING NOTES:

4

HMI:INDUSTRIALFLATPANEL

PCPLUG INTO UPS

7

5

7

2

PLC RACK(S): THE PROCESS CONTROL SYSTEM SHOWN IN THE CONTRACT DRAWINGS IS BASEDON GENERAL ELECTRIC'S RX3i PLATFORM. REFER TO SPECIFICATIONS FOR PLC,COMMUNICATIONS NETWORK AND INDIVIDUAL MODULE REQUIREMENTS. REFER TO THE I/O DATATABLES IN THE SPECIFICATIONS (SECTION 17101) FOR NUMBER OF MODULES REQUIRED.

UPS: PROVIDE SHELF/BRACKET INSIDE CABINET TO MOUNT UPS. UPS LOCATION SHALL BECOORDINATED WITH CONDUIT STUB UP AREA TO FACILITATE ROUTING OF CIRCUITS INSIDECABINET. REFER TO SPECIFICATIONS FOR UPS REQUIREMENTS. UPS LOAD SIDE WIRINGSHALL INCLUDE PROVISIONS FOR CONTROL RELAYS TO SWITCH FROM THE UPS POWERSUPPLY TO LINE POWER UPON A UPS FAULT/FAILURE CONDITION

INDUSTRIAL PC: MOUNT INDUSTRIAL PC 60"± FROM FINISHED FLOOR/GRADE. PROVIDE WHERESHOWN ON THE 'PROCESS CONTROL SYSTEM SCHEMATIC.'

RING MANAGEMENT INDUSTRIAL ETHERNET SWITCH: PROVIDE SWITCHES WHERE SHOWN ONTHE "PROCESS CONTROL SYSTEM SCHEMATIC DIAGRAM". USE THE SAME 24VDC POWERSUPPLY FOR ALL NETWORK DEVICES THAT REQUIRE 24VDC POWER.

INTRINSICALLY SAFE CIRCUITS: PROVIDE INTRINSICALLY SAFE BARRIERS (I.S.B.) AS REQUIRED.INTRINSICALLY SAFE CIRCUITS SHALL BE KEPT PHYSICALLY SEPARATED FROM NON-INTRINSICALLYSAFE CIRCUITS. MOVE I.S.B. AS FAR AS POSSIBLE INTO THE FIELD (NON-CLASSIFIED LOCATION) TOAVOID HAVING SEPARATE CONDUITS FOR INTRINSICALLY SAFE CIRCUITS IN DUCT BANKS.

POWER SUPPLY CIRCUIT(S): PROVIDE REDUNDANT POWER SUPPLY CIRCUIT AND WIRING ASSHOWN FOR THE INSTRUMENT LOOPS. ALTERNATIVELY A REDUNDANCY POWER MODULE SHALLBE ALLOWED.

CONTRACTOR SHALL WIRE N.O. CONTACT FOR LOW LEVEL SIGNALS AND N.C. CONTACT FOR HIGHLEVEL SIGNALS.

6

1

3

8

DISCRETE OUTPUT RELAY: PROVIDE RELAY AND TERMINATIONS FOR EACH DISCRETE OUTPUTPOINT INCLUDING SPARES.

9

3

6

PLC & I/O RACKS ASNOTED ON PCSCABINET SCHEDULE

PLC

I/O &

COM

MUNI

CATI

ONRA

CKS

2

NH

PS CPU

ENET I/O I/O I/O I/O I/O I/O I/O I/O PS

CB

PLC I/O WIRING: I/O MODULES SHALL BE INDIVIDUALLY FUSED.

CB

NH

CONTRACTOR SHALL PROVIDE SURGE PROTECTION TERMINALS BLOCK FOR INSTRUMENTS LOCATEDOUTSIDE BUILDINGS. SURGE PROTECTION DEVICES WITHIN INTRINSICALLY SAFE CIRCUITS SHALL BESUITABLE FOR SUCH.

10

24VDCSECONDARYPOWERSUPPLY

24VDCPRIMARYPOWERSUPPLY

NHN

POWERRELAY

+ -

PS2

PS

-1

H

+

PRDC

1-3

PRDC1-5TO PCSxx(ALARM-FAILURE)

PRDC

1-1

PRDC

1-2

PRDC

1-4

4

POWERRELAY

PRDC2-1TO PCSxx(ALARM-FAILURE)

120VAC, 1Ø (CONTINUED THIS SHEET)

H N

24VDC POWER SUPPLY

FOR PLC I/O CKTs

TYPICALLY THE N.O. CONTACT SHALL BE WIRED TO THE TERMINALS. IN SOME CASES (E.G. INTERLOCKINGSIGNALS) THE N.C. CONTACT SHALL BE WIRED TO THE TERMINALS.

11

DO

I/O RACK

TYP DISCRETEOUTPUT RELAY

HN

5

ZS-xxxx

DOOR SWITCHES: REFER TOCONDUIT RISER DIAGRAMSFOR QTY

FIELD WIRESWITCHES IN SERIES

ZS-xxxxH

I/O RACKDI

SS

FIT

+ -

AI -

INSTRUMENTATIONLOOP

SURGE PROTECTIONTERMINAL BLOCK (TYP)

I/O RACK

+

CIRCUIT TYPICAL FOR :FIT-1FIT-2FIT-3AIT-1AIT-2108

4-W

IRE

TRAN

SMIT

TER

H N

EXTERNALPOWER SUPPLY

11

-+RJ-45

ETHERNETFIBERETHERNET

INDU

STRI

ALET

HERN

ET S

WIT

CH

CIRCUIT TYP FOR :· RING MANAGEMENT INDUSTRIAL

ETHERNET SWITCHES· INDUSTRIAL ETHERNET MEDIA

CONVERTERS· INDUSTRIAL REMOTE ACCESS

ETHERNET MODEMS· WIRELESS ETHERNET RADIOS

CKT TYPICAL FOR :GP-LSL-1

INSTRUMENTCIRCUIT

FLOAT SWITCH

910

SCALE : NTS

RTU CABINET - ELEMENTARY DIAGRAM

PRAC

PRDC2

PRDC1

CRX

W

W

CRX

I/O RACK

DIHCRX-1

VISORAC



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E-501

SD WZ

AS SHOWN37

REMOVE STARTERS FOR AIRBLOWERS 1 AND 2. CONDUIT CAN BEREUSED FOR CONNECTION TO VALVEVAULT AS NEEDED. CONTRACTOR TOREMOVE UNUSED CONDUIT

RELABEL BREAKERSMARKED "AIR BLOWER #1,AIR BLOWER #2" AND REUSEBREAKERS FOR MOV'S ASSHOWN ON E-200

REMOVE AND REPLACE SAMPLINGPUMP WITH EBARA JEU80610T1C.PROVIDE 3/4" RGS AND FLEX CONDUITTO EXISTING SAMPLE PUMP BREAKERIN RECLAIMED WATER CONTROL PANEL

REMOVE AND REPLACE HACHCL17 CHLORINE ANALYZER.PROVIDE 3/4" RGS AND FLEXCONDUIT CONNECTION TOEXISTING RECLAIMED WATERCONTROL PANEL AND RTU R ASSHOWN ON E-200

DISCONNECTSTO REMAIN

SAMPLING PUMP STATION1SCALE : NTS

CHLORINE ANALYZER2SCALE : NTS

EXISTING SWBD B3SCALE : NTS

AIR BLOWER EQUIPMENT MODIFICATION4SCALE : NTS



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E-502

MTC WZ

AS SHOWN38

REMOVE PANEL CONTROLINDICATORS AND PILOT DEVICESAS DIRECTED BY OWNER

REMAINING PROCESS INDICATORSIGNAL BOARD AND LEGEND,PROTECT IN PLACE

INSTALL BLANK PANELSTO MAINTAIN PANEL RATING

CONTROL ROOM PANEL MODIFICATIONS1SCALE : NTS

CONTROL ROOM PANEL MODIFICATIONS2SCALE : NTS

CONTROL ROOM CABINET MODIFICATIONS3SCALE : NTS

REMOVE INTERIOR PANEL CONTROLINDICATORS AND PILOT DEVICESINSTALL RTU AS SHOWN ON SHEET E400

RECLAIMED WATERCONTROL PANEL MODIFICATIONS4SCALE : NTS

REMOVE BUBBLER PANEL, PROVIDEPANEL MODIFICATIONS FOR FEED TOSUBMERSIBLE PUMP CONTROL PANEL

PROVIDE BREAKER FOR CHLORINESAMPLE PUMP IF SPARE NOT AVAILABLE



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E-503

MTC JF

AS SHOWN39

RUN CONDUITS (3) FROM UTILITYBUILDING SOUTH WALL TO TRICKLINGFILTER VALVE VAULT AREA. CONNECTCONDUITS TO JUNCTION BOXES (3) AS PER

UTILITY BUILDING SOUTH WALLCONDUIT LOCATION FOR VALVE ACTUATOR1SCALE : NTS

REMOVE EXISTING PNUEMATICACTUATOR & TUBING. INSTALLNEW ELECTRIC ACTUATORAND VALVE STEM EXTENSION

TRICKLING FILTER VALVE VAULT (SOUTH SIDE)3SCALE : NTS

REMOVE PNEUMATICCONTROL PANELS AS PER

3

2

INSTALL NEMA 4X JUNCTIONBOXES (3) AND CONDUIT.CONNECT TO WET WELL WITHPENETRATION PER 3

E-505

CONDUIT TO ULSIN TRICKLINGFILTER WET WELL

CONDUITS FROMUTILITY BUILDING

TRICKLING FILTERVAULT INSIDE WALL

ULTRASONIC SENSOR WET WELL MOUNTING (SOUTH PUMPS)4SCALE : NTS

SECURE WITH UNISTRUTMOUNTED STRAPS PER DTL

NEW CONDUIT TOJUNCTION BOXES INVALVE VAULT

CONNECTTO WET WELL WITHPENETRATION PER

3E-505

EXISTING WALL SPLITBETWEEN WET WELLAND VALVE VAULT

CONNECTIONJ-BOX PER

3

5E-505

PNEUMATIC CONTROL REMOVAL LOCATION (SOUTH SIDE PUMPS)2SCALE : NTS

REMOVE PANELS FORPNEUMATIC CONTROLS

REMOVE TUBING, SUPPORTS,AND PNEUMATIC CONTROLS

REMOVE UNISTRUTSUPPORTS

3" PVC WITHVENT HOLES

4" PVC

DONT GLUE 4" PVCFITTING TO EXISTINGSTILLING WELL

MOUNT NEW ULTRASONICSENSOR (ABM 300 SERIES)ATOP PERFORATED 4" Ø PVCSTILLING WELL PER DTL 5

E-505



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E-504

MTC JF

AS SHOWN40

REMOVE PANELS FORPNEUMATIC CONTROLS

REMOVE PORTS FORPNEUMATIC CONTROLS

UTILITY BUILDING NORTH WALLCONDUIT LOCATION FOR VALVE ACTUATOR1SCALE : NTS

ULTRASONIC TRANSDUCER CONNECTIONLOCATION (NORTH SIDE PUMPS)2SCALE : NTS

UTILITY BUILDING NORTH WALLCONDUIT LOCATION FOR VALVE ACTUATOR5SCALE : NTS

HAND DIG NEAREXISTING PIPING

ULTRASONIC SENSORPER DETAIL

4E-504

3E-504

RUN CONDUITS (3) FROM UTILITYBUILDING NORTH WALL TO BUTTERFLYVALVE VAULT AREA. CONNECTCONDUITS TO JUNCTION BOXES (3) AS PER

INSTALL JUNCTION BOXES (3)AND RSC CONDUIT. CONNECTTO WET WELL WITHPENETRATION PER

NORTH SIDE 3/4" RGS CONDUITS (3)TO NEW JUNCTION BOXESINSIDE BUTTERFLY VALVEVAULT PER DETAIL

2

RUN CONDUITS (2) FROM UTILITYBUILDING NORTH WALLTO RTU UPER SHEET E-400 MOUNTED PER

REMOVE EXISTING PNUEMATICACTUATOR & TUBING. INSTALLNEW ELECTRIC ACTUATORAND VALVE STEM EXTENSION

TRICKLING FILTER VALVE VAULT (NORTH SIDE)3SCALE : NTS

INSTALL JUNCTION BOXES (3)AND RSC CONDUIT. CONNECTTO WET WELL WITHPENETRATION PER 3

E-505

CONDUIT TO SENSORIN VALVE VAULT AREASEE DTL

CONDUITS FROMUTILITY BUILDING

ULTRASONIC SENSOR WET WELLMOUNTING (NORTH PUMPS)4SCALE : NTS

NEW CONDUIT TOJUNCTION BOXES INVALVE VAULT

CONNECT TO WETWELL WITHPENETRATION PER

3E-505

EXISTING WALL SPLITBETWEEN WET WELLAND VALVE VAULT

CONNECTIONJ-BOX PER

3-

4-

3E-505

SECURE WITH UNISTRUTMOUNTED STRAPS PER DTL

5E-505

1E-506

TRICKLING FILTERVAULT INSIDE WALL

MOUNT NEW ULTRASONICSENSOR (ABM 300 SERIES)ATOP PERFORATED 4" Ø PVCSTILLING WELL PER DTL

5E-505

DON'T GLUE 4" PVC FITTINGTO STILLING WELL



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E-505

MTC JF

AS SHOWN41

FLOAT SWITCHMOUNTING DETAIL1SCALE : NTS

ELECTRICAL CONDUIT ENTRYINTO WET WELL DETAIL3SCALE : NTS

WEIGHT

FLOAT SWITCH (TYP)

CABLE BY FLOATMANUFACTURER

WEIGHT (TYP)

TYRAP (TYP)

3/16" STAINLESSSTEEL CHAIN

1-5/8 SSELECTRICALCHANNEL

WET WELLWALL

PROVIDE316SSHARDWARE(TYP)

ACCESSHATCH

CONDUIT WITH BUSHING:REFER TO "ELECTRICALCONDUIT ENTRY INTOWET WELL DETAIL"

2"MAX

WET WELL WALL

INSULATINGCONDUITBUSHING

SEAL ANNULAR SPACEWITH MODULAR RUBBERSEAL

MEMBRANEWATERPROOFING

1" UNDERGROUND PVCCOATED GALVANIZEDSTEEL CONDUIT

25" T

O GR

ADE

(MIN

)

ELECTRODE CABLE(SEE NOTE 1)

COIL CABLE(SEE NOTE 1)

WALL BRACKETOR EMR

4-20mAFLOW SIGNAL

DETAIL NOTES:

CONDUITREDUCER (TYP)

REMOTE MOUNTEDFLOW INDICATINGTRANSMITTER (FIT)

MAGNETIC FLOW TUBEELEMENT (FE)

PROVIDE GROUNDING STRAPS, RINGS AND GROUNDCONDUCTOR AS REQUIRED BY THE FLOWMETERMANUFACTURER

LIQUID-TIGHT,FLEXIBLE,METALLIC CONDUIT(TYP)

1. ROUTE COIL CABLE AND ELECTRODE CABLES IN SEPARATE CONDUITS ASREQUIRED BY THE FLOWMETER MANUFACTURER.

120VAC, 1ØPOWER SUPPLY

2. FLOW TUBE SHALL BE SUBMERGENCE RATED FOR A CLASS 1,DIVISION 2 HAZARDOUS ENVIRONMENT.

MAGNETIC FLOWMETER W/REMOTETRANSMITTER DETAIL2SCALE : NTS

TSP-1 P2

WET WELL TRANSMITTERMOUNTING DETAIL 5SCALE : NTS

WELL VAULT

1" CORE DRILL W/1/2" PVC CONDUITENTRY PER

WELL LID

2"

P

ROCK FREE NATIVEBACKFILL, 95%COMPACTION

P = POWERL = LOW VOLTAGE SIGNAL AND COMMUNICATIONS

NOTES:1. FOR REFERENCE ONLY.SEE PLANS FOR

CONDUIT REQUIREMENTS.2. EXPAND TRENCH WIDTH AND DEPTH AS

NECESSARY TO MAINTAIN SEPARATIONAS INDICATED.

L LL

FINISH GRADE

6" MIN

24" MIN

WARNING TAPE

12"

PATCH AND RESTORE SUB-BASE ANDSURFACE TO MATCH EXISTING WHERESURROUNDING CONDITIONS ARE TO REMAIN

12"

TYPICAL CONDUIT TRENCH DETAIL4SCALE : NTS

BUILDING

FINISHED GRADE

INTERIOR

EXPANSION/DEFLECTIONFITTING

REFER TO CONDUITPENETRATIONDETAILS (THIS SHEET)

WALL THICKNESS

STAIN CONCRETE PORTIONw/RED IRON OXIDE DUST

LB FITTING

FILL BOTTOMOF BLOCK

FILL VOID WITHNON-SHRINKGROUT

CORE DRILLSILICONE ORACRYLIC CAULK

PULLFITTING

INTERIOR ORACCESSIBLEWALL

NTSDETAIL

TYPICAL BELOW GRADE TO ABOVE GRADE CONDUIT DETAIL6SCALE : NTS

LOCATE SENSORBETWEEN PIPING

JUNCTIONBOXES (3)

BUTTERFLYVALVE VAULT

PIPING TO VALVEACTUATOR CONTROL

ABM 300ULTRASONICSENSOR

S.S. MOUNTINGSTRAP (TYP)ON UNISTRUT

PERFORATE LAST2' OF PVC TUBE.END TUBE 1'FROM BOTTOMOF WET WELL

3

GENERAL NOTES

1. THE EXACT LOCATION OF ALL EQUIPMENT SHALL BE VERIFIED INTHE FIELD WITH THE OWNER PRIOR TO ROUGH-IN.

2. ALL MOUNTING EQUIPMENT AND HARDWARE SHALL BESTAINLESS STEEL.

3. PROVIDE SENTROL 2500 SERIES MAGNETIC CONTACT INTRUSIONSWITCHES WITH ARMORED CABLE.

3.00"

2.00"

1.00

"

0.50"2.88"

MOUNTING HOLES.16" DIAMETER

0.44"

INTRUSION SWITCH7SCALE : NTS



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E-506

MTC WZ

AS SHOWN42

NOTES:

10" M

IN

5" M

IN2"

MIN

4'-6

" MIN

6'-6

" MAX

ATTACH GROUNDCABLE TO STAINLESSSTEEL THREADEDROD

SIDE MOUNTED ONEQUIPMENT PAD

CONCRETEEQUIPMENT PAD

3"x3"x3/8"ALUMINUM ANGLE

5/8"Ø STAINLESSSTEEL BOLTS (TYP)

1" NON-SHRINKGROUT

5/8"Ø NUT (TYP)

1"(TYP)

6" EMBEDMENT

CONCRETE SLAB

1/8" THICK RIGIDNEOPRENE ORFORMICA

3/8" THICK X 7"SQUARE ALUMINUMPLATE

3"x3"x3/8" ALUMINUMANGLE

WELD ALL AROUND

5/8"Ø THREADED,STAINLESS STEELROD (TYP OF 4)

FREE STANDING

1/4" THICK ALUMINUMPLATE: SIZE AS REQUIRED(SEE NOTE 2,3)

1. PROVIDE TWO SUPPORTS FOR ENCLOSURES/EQUIPMENT WIDER THAN 8".

2. ALUMINUM MOUNTING PLATES SHALL BE 2" GREATER ON EACH SIDETHAN DIMENSION OF THE ENCLOSURE(S)/EQUIPMENT. ROUND ALLCORNERS AND EDGES.

3. ANCHOR ALUMINUM PLATE TO ANGLE POST WITH 3/8"Ø STAINLESS STEELFASTENERS.

13/16"x1-5/8" ELECTRICALCHANNEL(UNI-STRUT) (SEE NOTE 1)

3"X3"X3/8" ALUMINUMANGLE POST (SEENOTE 1)

WALL MOUNT

3/8"Ø STAINLESSSTEEL BOLT, NUT &WASHER (TYP)

3/8" SPRING NUT (TYP)

13/32" DEPTH x 13/16" WIDECHANNEL STRUT: UNISTRUTP7000 OR EQUAL (TYP OF 2)

3/8"Ø STAINLESS STEEL EPOXYCOATED ANCHOR BOLT - SIZEDLARGER BASED ON SUPPORTEDLOAD. REFER TO STRUCTURALSPECIFICATIONS FORADDITIONAL INFORMATION (TYP)

CONCRETE WALL

1/2" (MIN)

EQUIPMENT ENCLOSURE WITHEXTERNAL MOUNTING FEET (SIMILARMOUNTING FOR ENCLOSURES WITHINTERNAL MOUNTING HOLES

1-5/8" (MIN)

EQUIPMENT MOUNTING RACK1SCALE : NTS

INSTALL EQUIPMENTRACK PER DTL

CLOS DU VAL SCADA PANEL LOCATIONAND MOUNTING DETAIL2SCALE : NTS

1-

INSTALL POWER CONDUIT FROMBREAKER BOX (2 SPARE SLOTS).UTILIZE EXISTING 120V 15A OR 20ABREAKER. PROVIDE NEW BREAKERIF NO SPARE AVAILABLE.

CONDUITS TO SCADAANTENNA AND PONDLEVEL SENSOR

INSTALL RTU CABINETFINAL LOCATION TOBE DIRECTED BY OWNER

BERINGER SCADA PANEL LOCATIONAND MOUNTING DETAIL3SCALE : NTS

STAG'S LEAP SCADA PANELLOCATION AND MOUNTING DETAIL5SCALE : NTS

CONDUITS TOSCADA ANTENNAAND PONDLEVEL SENSOR

INSTALL POWER CONDUITFROM BREAKER BOX TOSCADA PANEL

INSTALL EQUIPMENTRACK PER DTL 1

-


INSTALL POWER CONDUIT FROMBREAKER BOX (2 SPARE SLOTS).UTILIZE EXISTING 120V 15A OR 20ABREAKER. PROVIDE NEW BREAKERIF NO SPARE AVAILABLE.

CONDUITS TO SCADAANTENNA AND PONDLEVEL SENSOR

INSTALL WOOD PANELTO MATCH EXISTING


EXISTING POWER BREAKER BOXUTILIZE EXISTING 120V 15A OR 20ABREAKER. PROVIDE NEW BREAKERIS NO SPARE AVAILABLE



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E-507

MTC WZ

AS SHOWN43

MONDAVI SCADA PANEL ASSEMBLY2SCALE : NTS

INSTALL RTU, SOLAR PANEL, CABINET,ANTENNA AND POLE PER DTLS

1I-102

3I-102

POND LEVEL MONITORPER DTL

INSTALL BURIED SIGNALCONDUIT FROMMONITOR TO SCADA

2C-502

CHIMNEY ROCK POWERCONDUIT TO PANEL3SCALE : NTS

INSTALL BURIED POWERCONDUIT FROM BREAKERBOX TO SCADA PANEL

INSTALL RTU CABINET INSIDEPUMP ROOM AS SHOWN INDETAIL 4. FINAL LOCATION TOBE DIRECTED BY OWNER

CHIMNEY ROCK SCADAPANEL PUMP ROOM LOCATION4SCALE : NTS

EXISTING POWER BREAKER BOX.UTILIZE EXISTING 120V 15A OR 20ABREAKER. PROVIDE NEW BREAKERIF NO SPARE AVAILABLE

INSTALL RTU CABINET INSIDEPUMP ROOM AS SHOWN.FINAL LOCATION TOBE DIRECTED BY OWNER

RUN BURIED CONDUITALONG OUTSIDE BACKWALLENTER THRU WALLPENETRATION

CONDUITS TO SCADAANTENNA, PONDLEVEL SENSOR ,ANDPOWER BREAKER PANEL

PANEL B POWER TO MOTORIZED GATE6SCALE : NTS

INSTALL CONDUIT FROMBREAKER PANEL B TOJUNCTION BOX ONOUTSIDE WALL


INSTALL CONDUIT FROMBREAKER PANEL B TOJUNCTION BOX ONOUTSIDE WALL

INSTALL CONDUIT FROMJUNCTION BOX ONOUTSIDE WALL TOGATE OPERATOR

4E-507

PROVIDE AND INSTALL 2 POLE,SINGLE PHASE, 208V, 20A BREAKER



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E-508

MTC WZ

AS SHOWN44


INSTALL CONDUIT FROMJUNCTION BOX ONOUTSIDE WALL TOGATE OPERATOR

INSTALL CONDUIT BEHINDAC CONDENSER UNIT

MOUNT UNISTRUTAS NEEDED


INSTALL CONDUIT AT GRADENEAR TREE ATTACH CONDUIT TOFENCE POLES AS NECESSARY

INSTALL CONDUIT TO GATEOPERATOR MOTOR UNIT

BURY CONDUIT ACROSSLANDSCAPED AREAS.CONTRACTOR TO REPLACEDAMAGED IRRIGATION LINES.RESTORE LANDSCAPING TOORIGINAL CONDITION


CONTROL BUILDING TO MOTORIZED GATE3SCALE : NTS


STUB UP CONDUIT FOR FUTURECONNECTION BY SECURITYCONTRACTOR



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E-509AS SHOWN45

KEYNOTES

1. COMBINER BOX SHALL BE MINIMUM 8" x 8" x 4" NEMA 4X ENCLOSURE WITH BACKPANEL,TERMINAL BLOCKS AND GROUNDING BUS.

2. ENCLOSURE SHALL BE MINIMUM 30" x 30" x 12" NEMA 3R SS ENCLOSURE WITHBACKPANEL, 3 POINT PADLOCKABLE HANDLE AND NEMA 3R LISTED VENTILATIONLOUVERS WITH FILTERS.

3. ENCLOSURE SHALL BE MINIMUM 36" x 30" x 12" NEMA 3R SS ENCLOSURE, 3 POINTPADLOCKABLE HANDLE, NEMA 3R LISTED VENTILATION LOUVERS WITH FILTERS ANDTHERMOSTATICALLY CONTROLLED ENCLOSURE FAN. PROVIDE INNER SWING-OUTDEAD FRONT DOOR FOR MOUNTING HMI.

4. 3/4" x 10' COPPER CLAD GROUND ROD WITH HAND HOLE AND EXOTHERMICCONNECTIONS. PROVIDE #2 AWG GROUND CONNECTION.

5. ATTACH ALUMINUM GROUNDING LUG TO PV MODULE FRAME PER MANUFACTURERREQUIREMENTS.

6. MANUFACTURER CABLE WITH LATCHING MC4 CABLE CONNECTOR AND LOCKINGSLEEVE. USE WEATHER PROOF GLAND FITTING WHERE TRANSITIONING TO COMBINERBOX.

350 WATT (STC)PHOTOVOLTAIC ARRAY

(-) (+)

CHARGECONTROLLER

10A1P

2A1P

1A1P

2A1P

CONTROL ENCLOSUREBATTERY / CHARGER ENCLOSURE

COMBINERBOX

4

#12AWG

#12AWG

TVSS DC

2A

SPARE24V212AHBATTERY BANK

10A

1

2 3

#2AWG #12AWG

10A

(1)3/4"C,(3)#10AWG

TOPLC/HMI

TORADIO

TOCABINETLIGHT /FAN

#12AWG(TYPICAL)

5

6

BACKPANEL MOUNTEDDEVICES (TYP)#12AWG

15A

15A 10A

10A1P

2A1P

1A1P

5A1P

5ASPARE

PLC

RADIO

PANEL MOUNTTHERMOSTAT

CABINET LIGHT

+

-

-

+

CONTROL ENCLOSURE

CHARGECONTROLLER

+

-+

-

TVSSDC

+-

+-

LOCAL HMI

MODBUS

BATTERY / CHARGER ENCLOSURE

GROUND ROD

GND GND

COMBINER BOX(+) (-)

PV ARRAY

24V212AH

NOTES:1. DIAGRAM IS PROVIDED TO INDICATE DESIGN INTENT ONLY. CONTRACTOR SHALL SIZE

COMPONENTS BASED ON SYSTEM CONNECTED LOADS.2. PROVIDE ALL CONNECTIONS, DEVICES AND COMPONENTS AS REQUIRED FOR A FULLY

FUNCTIONAL SYSTEM.3. MOUNT HMI ON INNER SWING-OUT DEAD FRONT PANEL.

PANEL MOUNTTHERMOSTAT

HEATER

EXHAUSTFAN

+

-

15A

10A 10A10A

15A

ELECTRICAL RISER DIAGRAM1SCALE : NTS

TYPICAL PV SCADA PANEL POWER REQUIREMENTS2SCALE : NTS



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Plot Date: Cad File No:27 November 2013 - 2:53 PM N:\US\Santa Rosa\Projects\12027 - The Town of Yountville\12027-11-001 Recycled Water Expansion Project\06-CAD\Sheets\1202711001 I-100.dwg


Date

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Contract No.Sht of




I-100AS SHOWN46

EXAMPLE SYMBOLS

SOLID LINEDASHED LINENO LINEDOUBLE LINE

FIRST LETTER(S) HAND/MANUAL

SUCCEEDING LETTER(S) CONTROL

THE TOTAL NUMBER OF UNITS PER SET (VARIES)

FIELD MOUNTED INSTRUMENTPLC INDICATION/CONTROL POINTPANEL MOUNTED INSTRUMENT

UNIT NUMBER OR LETTER (USED WHENTHERE ARE MULTIPLE UNITS WITH THESAME WWXXY DESIGNATION)

LOOP/EQUIPMENT NUMBER

PROCESS OR AREA NUMBER

FUNCTION (SEE TABLE)

MOTOR CONTROL CENTER MOUNTEDINSTRUMENT

INSTRUMENTATION IDENTIFICATION

FIELD MOUNTED INSTRUMENT

REAR-OF-PANEL MOUNTEDINSTRUMENT

PANEL MOUNTED INSTRUMENT

MOTOR CONTROL CENTER MOUNTEDINSTRUMENT

HUMAN-MACHINE INTERFACE (HMI)FUNCTION

PROGRAMMABLE LOGIC CONTROLLER(PLC) FUNCTION

LEGEND SERVICE3W 3 WATERAHHP AIR HIGH-HIGH PRESSUREAHP AIR HIGH PRESSUREBYP BYPASSCLWR COOLING WATER RETURNCLWS COOLING WATER SUPPLYDR DRAINFE FINAL EFFLUENTFL FLUSHFLTE FILTER EFFLUENTFLTI FILTER INFLUENTIW INJECTION WATEROF OVERFLOWPA PROCESS AIRPAC POLY-ALUMINUM CHLORIDESA SAMPLESE SECONDARY EFFLUENTSFE SAMPLE FINAL EFFLUENTSSE SAMPLE SECONDARY EFFLUENTSHS SODIUM HYPOCHLORITE SOLUTIONSPD SUMP PUMP DISCHARGEV VENT

FLOW STREAM IDENTIFICATION

ABBREVIATIONSACK ACKNOWLEDGEAFD ADJUSTABLE FREQUENCY DRIVEAHU AIR HANDLING UNITCS CONSTANT SPEEDDC DIRECT CURRENTD.O. DISSOLVED OXYGENEF EXHAUST FANHMI HUMAN-MACHINE INTERFACEHOA HAND-OFF-AUTOHVAC HEATING, VENTILATING AND AIR CONDITIONINGLCP LOCAL CONTROL PANELLOR LOCAL-OFF-REMOTELR LOCAL-REMOTEMA MANUAL-AUTOMCC MOTOR CONTROL CENTERMFR MANUFACTURERMPU MOTOR PROTECTION UNITNIC NOT IN CONTRACTOC OPEN-CLOSE (D)OCA OPEN-CLOSE-AUTOOO ON-OFFOOA ON-OFF-AUTOOOR ON-OFF-REMOTEOSC OPEN-STOP-CLOSEPF PULSE FREQUENCYpH HYDROGEN ION CONCENTRATIONPLC PROGRAMMABLE LOGIC CONTROLLERPWR POWERSS START-STOPSSRVS SOLID STATE REDUCED VOLTAGE STARTERTYP TYPICALUPS UNINTERRUPTIBLE POWER SUPPLYVIB VIBRATION

SYMBOLS & LINE LEGEND

PROCESS INTERFACE

SIGNAL INTERFACE

PROCESS LINE

ANALOG SIGNAL

DISCRETE SIGNAL

FILLED SYSTEM SIGNALX X X

SCALED PULSE SIGNALSP

DIGITAL COMMUNICATION LINK

= CONNECTING LINES

* INDICATES PART OFPACKAGED

EQUIPMENT. REFER TOEQUIPMENT

SPECIFICATIONS

DRAWING INTERFACE

EXTERNAL INTERFACE

MISCELLANEOUS SYMBOLS

MOTOR

WATERLINE

AIR GAP DRAIN

VENT TO ATMOSPHERE

DIAPHRAGM SEAL

ANNULAR SEAL

DRIP LEG

AUTOMATIC DRAIN TRAP

ORINTERLOCK, SEE CONTROL DIAGRAMS

FLEXIBLE CONNECTION

MIXER

AIR SET

HOSE ADAPTOR

FLUSHING CONNECTION

SEAL WATER SET

RUPTURE DISK

MANUAL DRIP TRAP

INTRINSICALLY SAFE RELAY

WYE STRAINER

480 VOLT, 3-PHASE, 60-HZ POWER

120 VOLT, 60-HZ POWER

480V, 3 PH

120V

GATE

VALVE SYMBOLS

KNIFE GATE

BUTTERFLY

GLOBE

BALL

PLUG

SEAT PORTECCENTRIC PLUG

PINCH

NEEDLE

DIAPHRAGM

SWING CHECK

BALL CHECK

MULTI-PORT

PRESSURE RELEASE

AIR AND/OR VACUUMRELEASE

REGULATED SIDE PRESSURE CONTROL

PRESSURE BYPASS(IN-LINE)

X____________________

FLOW METER

INSTRUMENT SOCIETY OF AMERICA TABLE

USERS CHOICE(*)

PRIMARY ELEMENT

LIGHT (PILOT)

USERS CHOICE(*)

POINT (TEST CONNECTION)

RECORD OR PRINT

MULTIFUNCTION(*)

UNCLASSIFIED(*)

PRESSURE (OR VACUUM)QUANTITY OR EVENT(*)

SPEED OR FREQUENCY

WEIGHT OR FORCE

EVENT, STATE OR PRESENSE

T TEMPERATURE

XYZ

VW

U

UNCLASSIFIED(*)

POSITION

MULTIVARIABLE(*)VIBRATION

P

RS

Q

NO

LM

RADIATION

USERS CHOICE(*)USERS CHOICE(*)

LEVELMOTION

WELL

INTEGRATE

SAFETY

ORIFICE

TIME OR SCHEDULE

FIRST LETTER(S)

JK

HI

FG

DE

HAND (MANUAL)CURRENTPOWER

DENSITY (S.G.)VOLTAGEFLOW RATE

BC

A ANALYSISBURNER FLAMECONDUCTIVITY

DIFFERENTIAL

SCAN

RATIO

INDICATE

GLASS, GAUGE

MODIFIERALARM

RELAY OR COMPUTE(*)

TRANSMIT

VALVE

UNCLASSIFIED(*)

USERS CHOICE(*)

SWITCH

UNCLASSIFIED(*)

USERS CHOICE(*)

LOW

SUCCEEDING LETTERS

CONTROL STATION

DAMPER

OUTPUT FUNCTION

USERS CHOICE(*)CONTROL

HIGH

USERS CHOICE(*)

MODIFIER

USERS CHOICE(*)

RATE OF CHANGE

MOMENTARY

MULTIFUNCTION(*) MULTIFUNCTION(*)

MIDDLE, INTERMEDIATE

PROCESS ORINITIATING VARIABLE

READOUT ORPASSIVE FUNCTION

DRIVE, ACTUATE ORUNCLASSIFIED FINALCONTROL ELEMENT

(*) WHEN USED, EXPLANATION IS SHOWN ADJACENT TO INSTRUMENT SYMBOL. SEE ABBREVIATIONS AND LETTER SYMBOLS.

03-C

SIGNAL INTERFACE

C FROM LOOP 03

SELF CONTAINED VALVE &EQUIPMENT TAG NUMBERS

ARV = AIR RELEASE VALVEASV = ANTI-SYPHON VALVEAVRV = AIR AND VACUUM RELEASE VALVECP = CONTROL PANELE = INJECTORFCV = FLOW CONTROL VALVEG = GATEHYD = HYDROPNEUMATICLCP = LOCAL CONTROL PANELLCV = LEVEL CONTROL VALVEM = MECHANICAL EQUIPMENTP = PUMP/PUMP CONTROLLERPCV = PRESSURE CONTROL VALVET = TANKTCV = TEMPERATURE CONTROL VALVE

ULTRASONICTRANSDUCER

ILLUMINATED "EVENT" LIGHT



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I-101AS SHOWN47

MASTER RTU - CONTROL ROOM

ETHERNET

'SCADA-1'

SCADA SERVER AND WORKSTATION CONFIGURATION:

'SCADA-1'- SCADA INFORMATION SERVER- SCADA HISTORICAL DATABASE- RADIO INTERFACE- TELECOM MODEM INTERFACE- WAN/INTERNET INTERFACE- OPERATOR WORKSTATION

RTU 6 - CHIMNEY ROCK VALVE RTU 7 - CLOS DU VAL RTU 8 - STAGS LEAP POND RTU 9 - STAGS LEAP VALVE

RTU 4 - MONDAVI

'PLC-800'

RADIO TRANSCIEVER'RADIO-C2', 450 MHZ

'PLC-200''PLC-300''PLC-400'RADIO TRANSCEIVER

'RADIO-B1' 450 MHZ

'HMI-200''HMI-300''HMI-400'

'PLC-600'

RADIO TRANSCEIVER'RADIO-D1' 450 MHZ

'PLC-700'

RADIO TRANSCEIVER'RADIO-C1' 450 MHZ

'HMI-700'

'PLC-900'

RADIO TRANSCEIVER'RADIO-E1' 450 MHZ

RADIO TRANSCEIVER'RADIO-E0', 450 MHZ

'HMI-800'

RTU 5 - CHIMNEY ROCK POND

'PLC-500'

RADIO TRANSCIEVER'RADIO-C0', 450 MHZ

'HMI-500'

OMNIDIRECTIONAL

ANTENNA

EXISTING RTU R PUMP STATION

'PLC-100'

RADIO TRANSCEIVER'RADIO-B0', 450 MHZ

'HMI-100'

RTU 2 - BERINGERRTU 3 - HERRICK RANCH

TYPICAL RTU NAMING- HMI PLC RADIO TRANSCEIVER FREQUENCY

RTU 2 'HMI-200' 'PLC-200' 'RADIO-B2' 450 MHZRTU 3 'HMI-300' 'PLC-300' 'RADIO-B3' 450 MHZRTU 4 'HMI-400' 'PLC-400' 'RADIO-B4' 450 MHZ

EXISTING

RTU U UTILITY ROOM

'PLC-1200'

'HMI-1200'

C1 C2

C3 C4B0

B1 B2

B3 B4

E0

E1

C0C0D0

ETHERNETSWITCH

MODBUS

MODBUSMODBUSMODBUS

MODBUS

ETHERNETSWITCH

4

32

32 1

32

1

32

55 444 4

666655

11

3

32

32

1

32

1

32

55 444 4

666655

11

3

1FO-A (TYP)

2FO-B

DRAWING NOTES:FIBER OPTIC LOOP FO-A: 8-FIBER CABLE. TERMINATE 6 FIBERSTO FIBER OPTIC PATCH PANELS. 2 FIBERS SHALL BE PROVIDEDWITH CONNECTOR TIPS ONLY AND LABELED AS SPARES.PROVIDE 1" CONDUIT UNLESS OTHERWISE NOTED.

FIBER OPTIC CABLE FO-B: 2-FIBER PATCH CABLE. TERMINATE 2FIBERS TO FIBER OPTIC PATCH PANEL. PROVIDE 1" CONDUITUNLESS OTHERWISE NOTED.FIBER OPTIC PATCH PANEL (FOPP) ENCLOSURE: FOPP SHALLBE MOUNTED IN A NEMA 12 ENCLOSURE AS SPECIFIED.

PROVIDE ADDITIONAL COILED CONDUCTOR LENGTH TOFACILITATE INTERCABINET ROUTING AND TERMINATION FORFIELD NETWORK CONNECTIONS.

1

2

3

4

ETHERNETSWITCH

4

MODBUS

'PLC-1100'

MODBUS

MODBUS



CheckDrafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design




Date

JobManager

ProjectDirector


Contract No.Sht of




I-102

MTC JF

AS SHOWN48

24" (MIN)

48" (

MIN)

40"

(MIN

)

CONTROLENCLOSURE

FINISH GRADE

HANDHOLE WITHCONCRETE COVER 1" AFG

4" RGS PVC COATED (BROWN)SCHEDULE 40 PIPE WITH CAP

COMBINER BOX

BATTERY / CHARGERENCLOSURE

3/4"x10' COPPER CLADGROUND ROD

#2 AWG WITH EXOTHERMICCONNECTION

PV ARRAY SUPPORT

1/4" SS U-BOLT EQUIPMENTSUPPORT ASSEMBLY (TYP)

1-5/8"SS EQUIPMENTSUPPORT STRUT WITHSS HARDWARE (TYP)

1" GRS, (2)#12AWG,(1)#12AWG GND

3/4" GRS, (2)#12AWG,(1)#12AWG GND

MANUFACTURER CABLE

(1)1"GRS,ANTENNA CABLE


1" GRS, MANUF.CABLE TO LEVELTRANSMITTER

OMNI-DIRECTIONAL ANTENNA

180"

(MIN

)

1

4

2

3

3

4

2

FORMED, POURED IN PLACE ROUND CONCRETE SUPPORT BASE. CONCRETE SHALL BE2,500 PSI.

(4)#4 VERTICAL BARS WITH #3 TIES @ 8" O.C.

3/4" - 45°CHAMFER ALL AROUND.

(1) #2 AWG BARE COPPER GROUND. COIL 30" AT BOTTOM OF FOUNDATION.TERMINATE AT GROUND ROD.

4" PVC COATED RGS SCHEDULE 40 PIPE.

3" CLR24" (MIN)

1 1/

2" C

LR

48" (

MIN)

DETAIL NOTES:1

5

5

FINISH GRADE

24" (MIN)

48" (

MIN)

FINISH GRADE

4" PVC COATED RGSSCHEDULE 40PIPE WITH CAP


1-5/8"SS SUPPORT STRUTWITH SS HARDWARE (TYP)



PV ARRAY

SELF CONTAINED MONITOR STATIONSCADA, SOLAR PANELS, ANTENNA AND BATTERY 1SCALE : NTS

POLE ANTENNA2SCALE : NTS

POLE BASE3SCALE : NTS

CONDUIT TOCONTROLENCLOSURE

180"

(MIN

)

POLE BASE 3-

POLE BASE 3-

1" (M

IN)

24" (MIN)

48" (

MIN)

40"

(MIN

)

CONTROLENCLOSURE

FINISH GRADE

4" RGS PVC COATED (BROWN)SCHEDULE 40 PIPE WITH CAP



1" GRS, (2)#12AWG,(1)#12AWG GND



1" GRS, MANUF.CABLE TO LEVELTRANSMITTER


180"

(MIN

)

SELF CONTAINED MONITOR STATIONSCADA, SOLAR PANELS, ANTENNA AND BATTERY 4SCALE : NTS

POLE BASE 3-

CONDUIT TOPOWER SOURCE

FIEL

D M

OUNT

ED D

EVIC

ESLO

CAL C

ONTR

OL P

ANEL

SCAD

APR

OGRA

MMA

BLE

CONT

ROLL

ER

AE

CLANALYZER

NORT

H VA

ULT

MOT

ORIZ

ED B

UTTE

RFLY

VALV

E OP

EN IN

DICA

TOR

NORT

H VA

ULT

MOT

ORIZ

EDBU

TTER

FLY

VALV

E CL

OSE

INDI

CATO

R

NORT

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ULT

MOT

ORIZ

EDBU

TTER

FLY

VALV

EPO

SITI

ON IN

DICA

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MOTORIZEDBUTTERFLYVALVE VA-1

NORT

H VA

ULT

INFL

UENT

ULT

RASO

NIC

LEVE

L IND

ICAT

OR

LE



CheckDrafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design




Date

JobManager

ProjectDirector


Contract No.Sht of




I-103

MTC JF

AS SHOWN49

NORTH VAULT

ULTRASONICLEVELSENSOR

1

2

UTILITY ROOM

METERINGPUMP #1

OLTE

BISU

LPHI

TE M

ETER

ING

PUM

P #1

SPE

EDIN

DICA

TION

BISU

LPHI

TE P

UMP

#1 R

UNNI

NG

SI1

HOR

HS1OOQLA1 QA1

OL

BISU

LPHI

TE M

ETER

ING

PUM

P #1

STA

TUS

(HAN

D/AU

TO)

BISU

LPHI

TE P

UMP

#1 M

ETER

ING

PUMP

COMM

ON A

LARM

BISU

LPHI

TE P

UMP

#1EN

ABLE

(ON/

OFF)

BISU

LPHI

TE P

UMP

#1SP

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CONT

ROL

BISU

LPHI

TE T

ANK

#1LO

W LE

VEL S

WIT

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ER S

IGNA

L

EXIST.BISULFATESTORAGETANK

LS1

EFFLUENTDISCHARGE

NORT

H VA

LVE

MOT

ORIZ

EDBU

TTER

FLY

VALV

EPO

SITI

ON C

ONTR

OL

MOTORIZEDBUTTERFLYVALVE VA-2

LE

SOUTH VAULT

ULTRASONICLEVELSENSOR

2

SOUT

H VA

ULT

MOT

ORIZ

EDBU

TTER

FLY

VALV

E OP

EN IN

DICA

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SOUT

H VA

ULT

MOT

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EDBU

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E CL

OSE

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SOUT

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OR

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CL S

AMPL

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#1OV

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CL S

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#1RU

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G ST

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QA

CL SAMPLINGPUMP #2

AIT

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ER

ZI ZCOIT

FROM TRICKLINGFILTER

TO POND

ZI ZCZI ZC

LIZI ZCOIT

LI

QC

FE

FIT

VA -

REM

- 1NO

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VAUL

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OTOR

IZED

BUT

TERF

LYVA

LVE

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OTE

INDI

CATI

ON

VA -

ZIO

- 1

VA -

ZIC

- 1

VA -

ZI -

1

VA -

ZC -

1

VA -

LI - 1

VA -

REM

- 2SO

UTH

VAUL

T M

OTOR

IZED

BUTT

ERFL

Y VA

LVE

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OTE

INDI

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VA -

ZIO

- 2

VA -

ZIC

- 2

VA -

ZI -

2

VA -

ZC -

2

VA -

LI - 2

LS -

LAL -

1

MPM

P - A

UTO

- 2

MPM

P - S

I - 2

MPM

P - Y

I - 2

MPM

P - A

L - 2

MPM

P - C

C - 2

MPM

P - S

L - 2

CL -

AE -

2

RW -

FIT

- 1

CLPM

P - Y

I - 2

CLPM

P - A

L - 2

EXIS

TING

MILT

RONI

CSRE

CYCL

ED W

ATER

FLO

W M

ETER

FIEL

D M

OUNT

ED D

EVIC

ESM

CC O

R LO

CAL C

ONTR

OL P

ANEL

SCAD

APR

OGRA

MMA

BLE

CONT

ROLL

ER



CheckDrafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design




Date

JobManager

ProjectDirector


Contract No.Sht of




I-104

MTC JF

AS SHOWN50

TEOL

RW PUMP #1

RECY

CLED

WAT

ER P

UMP

#1VF

D FA

IL AL

ARM

RECY

CLED

WAT

ER P

UMP

#1RU

NNIN

G ST

ATUS

OOQL

HOR

HSOL

QAHS

SS

RECY

CLED

WAT

ER P

UMP

#1HA

ND/A

UTO

RW FROM GOLFCOURSE POND

RECY

CLED

WAT

ER P

UMP

#1HI

GH P

RESS

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PSH

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CLED

WAT

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#1ST

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STOP

ENA

BLE

FROM LOWLEVEL ALARM

LSL

LIFT

STAT

ION

WET

WEL

LLO

W LE

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TSH

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MSH

WET WELL

SS

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PUMP

#1 F

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#1 R

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WAT

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#2VF

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WAT

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CLANALYZER

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RESI

DUAL

CHL

ORIN

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ALYZ

ER

1

FE

FLOWELEMENT

FIT

FE

FLOWELEMENT

FIT

GOLF

COU

RSE

VALV

E VA

ULT

#1 F

LOW

RAT

E

FE

FLOWELEMENT

FIT

1 2 3

VINE

YARD

S VA

LVE

VAUL

T #2

FLO

W R

ATE

TRUC

K FI

LL V

ALVE

VAUL

T #3

FLO

W R

ATE

TO VINEYARDS

TO GOLFCOURSE POND

EFFLUENTPOND

FIT

- QI -

1

FIT

- QI -

2

FIT

- QI -

3

CL -

AE -

2

CLPM

P - Y

I - 1

CLPM

P - A

E - 1

SUBP

MP

- LSL

- 1

SUBP

MP -

CC -

1

SUBP

MP -

AUTO

- 1

SUBP

MP

- YI -

1

SUBP

MP

- AL -

1

SUBP

MP -

RC -

1

RWPM

P - P

SH -

1

RWPM

P - C

C - 1

RWPM

P - A

UTO

- 1

RWPM

P - Y

I - 1

RWPM

P - A

L - 1

RWPM

P - S

C - 1

RWPM

P - S

I - 1

RWPM

P - P

SH -

2

RWPM

P - C

C - 2

RWPM

P - A

UTO

- 2

RWPM

P - Y

I - 2

RWPM

P - A

L - 2

RWPM

P - S

C - 2

RWPM

P - S

I - 2

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