Main_St_and_Newport_Well_Improvement_Project.pdf

PDF 10 MB Posted Aug 7, 2026

Attached to: Main Street Well 3 & Newport Well 3 Improvements Project (2026/2027) - CIP No. 60177
Solicitation number: CIP No. 60177
Issued by: Orange County, California

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Written by GovTribe AI · Aug 12, 2026

Summary of Main Street Well 3 & Newport Well 3 Improvements Project

This is a design and construction document package prepared by CivilTec Engineering for the City of Tustin Public Works Department detailing comprehensive improvements to two municipal water wells. The project, identified as CIP No. 60177 (Project No. 2026109.00), encompasses the rehabilitation and modernization of Main Street Well No. 3 and Newport Well No. 3. The scope of work includes removal and inspection of existing pump and motor assemblies, downhole video inspection, well rehabilitation activities such as brushing, bailing, chemical treatment, and redevelopment as authorized by the City, conversion of Main Street Well's oil-lubricated lineshaft system to water-lubrication, and reinstallation or replacement of pumps and motors with complete operational systems including startup and performance testing. The project involves installation of new piping systems, motor-operated valves (MOVs), flow meters, electrical distribution equipment, and control systems. The design includes 14 sheets of plans covering site layouts, construction details, piping and well configurations, and comprehensive electrical systems with single-line diagrams, schedules, power plans, and grounding details. Both wells may remain out of service for the duration of construction unless otherwise directed by the City Engineer.

The contractor is responsible for all construction surveys, monument preservation and restoration, underground utility verification through potholing and field inspection, and coordination with Underground Service Alert (811) at least 48 hours before excavation. The City will furnish motor-operated valve assemblies and McCrometer Ultra Mag flow meters only; the contractor must supply and install all gaskets, bolts, flanges, adapters, supports, wiring accessories, and incidental materials required for complete operational systems. The contractor must provide erosion control implementation and maintenance, temporary security fencing, traffic control plans for any lane closures on Newport Avenue, and staging area coordination with the City prior to mobilization. The plans are prepared under the professional supervision of David Hyun Song, R.C.E. No. C76613, with electrical design by Heber Torres, P.E., and reviewed for constructability by Ben Townsend. All work shall comply with the 2024 Edition of the Standard Specifications for Public Works Construction and the City of Tustin Standard Plans, Specifications, and Design Standards.

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Main_Street_Well_3_&_Newport_Well_3_Improvements_Project_(2026_2027)_-_CIP_No._60177.pdf	PDF	Aug 7, 2026
Bid_Bond_-_Dropping_Off_Instructions.pdf	PDF	Aug 7, 2026
2026109.00-City_of_Tustin-Main_Street_Well_3_&_Newport_Well_3_Complete_Bid_Document_(SIGNED).pdf	PDF	Aug 7, 2026

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W. MAIN STREET

TUSTIN

CITY

HALL

NEWPORT A

VE.

NEWPORT A

VE.

WARREN AVE.

W. FIRST ST.

MAIN STREET

E. FIRST ST.

IRVIE BLVD IRVIE BLVD

E. FIRST ST.

BRYAN AVE.

IRVIE BLVD

RED HILL

AVE.

PROJECT

SITE

CITY OF TUSTIN

PUBLIC WORKS DEPARTMENT

MAIN ST WELL 3 & NEWPORT WELL 3

IMPROVEMENTS PROJECT

CIP NO. 60177

MAIN ST. WELL

PROJECT

NEWPORT WELL

PROJECT

Underground Service Alert of Southern California

California ● Arizona

Civil, Water, Wastewater, Drainage, and Transportation Engineering

Construction Management ● Surveying

605 Huntington Ave.

Suite 205 Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com

E E

I R

D R F S

R G

P O ES IONAL

EN ER

AINROFILACFOETATS LIVIC

C 76613

VID HYUN SONG

D W

G . N

T N

O . 6

: P R

C T

S T

R T

SHEET INDEX

SHEET No. SHEET TITLE SHEET NAME

1 TITLE SHEET T-01

2 GENERAL NOTES-LEGEND-ABB G-01

3 NEWPORT WELL SITE PLAN C-01.1

4 CONSTRUCTION DETAILS CD-01

5 NEWPORT PIPING AND WELL DETAILS C-01.2

6 MAIN STREET WELL SITE PLAN C-02.1

7 MAIN STREET PIPING AND WELL DETAILS C-02.2

8 ELECTRICAL NOTES, SYMBOLS AND LEGEND E-01

9 SINGLE LINE DIAGRAM - NEWPORT WELL E-02

10 ELECTRICAL SCHEDULES - NEWPORT WELL E-03

11 ELECTRICAL POWER PLAN -DEMO- NEWPORT WELL E-04

12 ELECTRICAL POWER PLAN AND GROUNDING PLAN E-05

13 SCHEMATIC CONNECTION -NEWPORT WELL E-06

14 CONDUIT BLOCK DIAGRAM & DETAILS E-07

Docusign Envelope ID: ADAE10EA-5CCE-853E-835F-75D380A049BE

08/06/26

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LONG

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IRVINE

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STANTON

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GROVE

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VILLA PARK

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ORANGE

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CITY OF

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LA PUENTE

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PARK

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MONTEREY

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PICO

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RIVERA

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INDUSTRY

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BAR

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DIAMOND

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CHINO

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HILLS

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POMONA

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TUSTIN

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CITY OF

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TO MISSION

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VIEJO

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TO CORONA

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ABBREVIATIONS:

AutoCAD SHX Text AB AGGREGATE BASE AGGREGATE BASE AC ASPHALT CCRETE ASPHALT CCRETE ARHM ASPHALT RUBBERIZED HOT MIX ASPHALT RUBBERIZED HOT MIX BCR BEGIN CURB RETURN BEGIN CURB RETURN B/W BACK OF WALK BACK OF WALK B/P BOTTOM OF PIPE BOTTOM OF PIPE BLDG BUILDING BUILDING CB CATCH BASIN CATCH BASIN CF CURB FACE CURB FACE CG CURB & GUTTER CURB & GUTTER CIP CAST IRON PIPE CAST IRON PIPE CL CENTERLINE CENTERLINE CLF CHAIN LINK FENCE CHAIN LINK FENCE CMB CRUSHED MISCELLANEOUS BASE CRUSHED MISCELLANEOUS BASE COT CITY OF TUSTIN CITY OF TUSTIN ECR END CURB RETURN END CURB RETURN E'LY EASTERLY EASTERLY EP EDGE OF PAVEMENT EDGE OF PAVEMENT EX. EXISTING EXISTING FA FIRE ALARM FIRE ALARM FG FINISH GRADE FINISH GRADE FH FIRE HYDRANT FIRE HYDRANT FL FLOW LINE FLOW LINE FS FINISH SURFACE FINISH SURFACE FT FEET FEET GB GRADE BREAK GRADE BREAK GL GUTTER LIP GUTTER LIP MH MANHOLE MANHOLE MW MONITORING WELL MONITORING WELL NO. NUMBERNUMBER

AutoCAD SHX Text N'LY NORTHERLY NORTHERLY NTS NOT TO SCALE NOT TO SCALE PB PULLBOX PULLBOX PCC PORTLAND CEMENT CONCRETE PORTLAND CEMENT CONCRETE PKWY PARKWAY PARKWAY PIP PROTECT IN PLACE PROTECT IN PLACE PROPERTY LINE PROPERTY LINE PP POWER POLE POWER POLE PVC POLYVINYLCHLORIDE POLYVINYLCHLORIDE RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE R/W RIGHT-OF-WAY RIGHT-OF-WAY S= SLOPE SLOPE S'LY SOUTHERLY SOUTHERLY SD STORM DRAIN STORM DRAIN SDMH STORM DRAIN MANHOLE STORM DRAIN MANHOLE SF SQUARE FEET SQUARE FEET SHT SHEET SHEET SMH SEWER MANHOLE SEWER MANHOLE NO. STATION STATION STD. STANDARD STANDARD STLT STREET LIGHT STREET LIGHT TC TOP OF CURB TOP OF CURB TSP TRAFFIC SIGNAL POLE TRAFFIC SIGNAL POLE TSC TRAFFIC SIGNAL CABINET TRAFFIC SIGNAL CABINET TYP. TYPICAL TYPICAL W'LY WESTERLY WESTERLY WCR WHEEL CHAIR RAMP WHEEL CHAIR RAMP WM WATER METER WATER METER WV WATER VALVE WATER VALVE XG CROSS GUTTERCROSS GUTTER

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1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2024 EDITION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", AND THE ALL WORK SHALL BE IN ACCORDANCE WITH THE 2024 EDITION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", AND THE CITY OF TUSTIN STANDARD PLANS & SPECIFICATIONS & DESIGN STANDARDS (UNLESS SPECIFICALLY NOTED OTHERWISE OR IN THE SPECIAL PROVISIONS FOR THIS PROJECT) FOR THIS PROJECT) 2. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (811) AT LEAST 48 HOURS IN ADVANCE OF ANY WORK TO BE PERFORMED. PERFORMED. 3. THE CONTRACTOR SHALL FURNISH ALL CONSTRUCTION SURVEYS FOR THE PROJECT AS DESCRIBED IN THE SPECIFICATIONS. ALL SURVEY MONUMENTS THE CONTRACTOR SHALL FURNISH ALL CONSTRUCTION SURVEYS FOR THE PROJECT AS DESCRIBED IN THE SPECIFICATIONS. ALL SURVEY MONUMENTS SHALL BE PROTECTED AND PERPETUATED IN PLACE. ANY DISTURBED OR COVERED MONUMENTS SHALL BE RESET BY A LICENSED PROFESSIONAL LAND SURVEYOR. 4. ANY DAMAGE TO EXISTING FACILITIES WITHIN THE PUBLIC RIGHT-OF-WAY AS A RESULT OF CONSTRUCTION OPERATIONS SHALL BE REPAIRED AND/OR ANY DAMAGE TO EXISTING FACILITIES WITHIN THE PUBLIC RIGHT-OF-WAY AS A RESULT OF CONSTRUCTION OPERATIONS SHALL BE REPAIRED AND/OR REPLACED AT THE CONTRACTOR'S EXPENSE, TO THE SATISFACTION OF THE ENGINEER. 5. ALL EXISTING IRRIGATION LINES AND LANDSCAPING EFFECTED BY THE CONTRACTOR'S WORK SHALL BE REPLACED IN KIND AND/OR MODIFIED AT NO ALL EXISTING IRRIGATION LINES AND LANDSCAPING EFFECTED BY THE CONTRACTOR'S WORK SHALL BE REPLACED IN KIND AND/OR MODIFIED AT NO COST TO THE OWNER. CONTRACTOR SHALL INSURE IRRIGATION SYSTEM REMAINS OPERATIONAL AT ALL TIMES. 6. UNLESS OTHERWISE DIRECTED BY THE ENGINEER, BOTH THE MAIN AND NEWPORT WELLS MAY REMAIN OUT OF SERVICE FOR THE DURATION OF THE UNLESS OTHERWISE DIRECTED BY THE ENGINEER, BOTH THE MAIN AND NEWPORT WELLS MAY REMAIN OUT OF SERVICE FOR THE DURATION OF THE CONSTRUCTION. 7. CONTRACTOR SHALL POTHOLE UNDERGROUND UTILITIES PRIOR TO EXCAVATION AND/OR CONNECTION TO EXISTING UTILITIES.CONTRACTOR SHALL POTHOLE UNDERGROUND UTILITIES PRIOR TO EXCAVATION AND/OR CONNECTION TO EXISTING UTILITIES.

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GENERAL NOTES:

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APPROVALS:

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KENNY T. NGUYEN, R.C.E. 66036 DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER

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DATE

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WATER SERVICES DIVISION APPROVAL

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DATE

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PREPARED UNDER THE SUPERVISION OF:

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NAME

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LOCATION MAP

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(NOT TO SCALE)

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VICINITY MAP

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(NOT TO SCALE)

AutoCAD SHX Text www.DigAlert.org

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TWO WORKING DAYS BEFORE YOU DIG

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NOTICE TO CONTRACTOR

AutoCAD SHX Text PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION.

AutoCAD SHX Text Know what's

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AutoCAD SHX Text PROJ. No. 2026109.002026109.00

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SHT OF 1414

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DAVID HYUN SONG

AutoCAD SHX Text CITY-FURNISHED MOTOR-OPERATED VALVES AND MCCROMETER WATER METERS: THE CITY WILL FURNISH THE MOTOR-OPERATED VALVE ASSEMBLIES AND MCCROMETER ULTRA MAG FLOW METERS ONLY. THE CONTRACTOR SHALL RECEIVE, STORE, PROTECT, INSTALL, TEST, START UP, AND PLACE THE VALVES INTO OPERATION. CONTRACTOR SHALL FURNISH AND INSTALL ALL GASKETS, BOLTS, NUTS, WASHERS, FLANGES, ADAPTERS, SUPPORTS, WIRING ACCESSORIES, ALL MANUFACTURER-REQUIRED APPURTENANCES, STARTUP SERVICES, AND INCIDENTAL MATERIALS REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM PER THE PLANS AND SPECIFICATIONS.

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CITY-FURNISHED ITEMS NOTE:

GENERAL NOTES:

1. SOURCE OF TOPOGRAPHY SHOWN ON THE CIVIL PLANS ARE BASED SURVEY PROVIDED BY CIVILTEC ENGINEERING, APRIL 2026. ADDITIONAL INFORMATION ADDED HAS BEEN PROVIDED BY THE CITY OF TUSTIN FROM AS-BUILTS AND WELL DATA LOGS. EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN

ON THE THESE PLANS. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS, MAKE FIELD

MEASUREMENTS, AND ADJUST HIS WORK ACCORDINGLY PRIOR TO BEGINNING CONSTRUCTION.

2. EXISTING TOPOGRAPHY, STRUCTURES, AND SITE FEATURES ARE SHOWN SCREENED AND/OR

LIGHT-LINED. NEW AND/OR IMPROVEMENTS ARE SHOWN DARKER OR HEAVY-LINED.

3. MAINTAIN, RELOCATE, OR REPLACE EXISTING SURVEY MONUMENTS, CONTROL POINTS, AND STAKES

WHICH ARE DISTRUBED OR DESTROYED. PERFORM THE WORK TO PRDUCE THE SAME LEVEL OF

ACCURACY AS THE ORGINAL MONUMENT(S) IN A TIMELY MANNER, AND AT THE CONTRACTOR'S EXPENSE.

4. COORDINATES AND DIMENSIONS SHOWN FOR ROADWAY IMPROVEMENTS ARE TO FACE OF CURB OR

EDGE OF PAVEMENT.

5. STAGING AREA SHALL BE FOR CONTRACTOR'S EMPLOYEE PARKING, CONTRACTOR'S TRAILERS AND

ON-SITE STORAGE OF MATERIALS.

6. PROVIDE TEMPORARY FENCING AS NECESSARY TO MAINTAIN SECURITY AT ALL TIMES.

7. ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS OTHERWISE SHOWN.

8. SLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS SHOWN.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION CONTROL

DEVICES DURING CONSTRUCTION.

10. CONTRACTOR SHALL TAKE ALL OTHER MEASURES TO POSITIVELY PRECLUDE EROSION MATERIALS FROM

LEAVING THE SITE. CONTRACTOR TO SUBMIT EROSION CONTROL PLAN.

GENERAL YARD PIPING AND UTILITY NOTES:

1. EXISTING UNDERGROUND UTILITIES OBTAINED FROM AS-BUILTS AND FROM FIELD SURVEY. CONTRACTOR

SHALL FIELD VERIFY DEPTH AND LOCATION PRIOR TO EXCAVATION. PROTECT ALL EXISTING UTLITIES

DURING CONSTRUCTION.

2. EXISTING PIPING AND EQUIPMENT ARE SHOWN SCREENED AND/OR LIGHT LINED. NEW PIPING AND

IMPROVEMENTS ARE SHOWN HEAVY-LINED.

3. UNLESS OTHERWISE SHOWN ANY NEW PIPING SHALL HAVE A MINIMUM COVER OF 3'.

4. ALL NEW WATER PIPE MUST BE PROPERLY FLUSHED, PRESSURE TESTED, CHLORINATED AND

BACTERIOLOGICALLY TESTED, AS SPECIFIED.

5. FOR TRENCHING AND BACKFILL SEE, TRENCH REPAIR AND BACKFILL STD. DET. 108.

FOR SURFACE RESTORATION OF ASPHALT CONCRETE, SEE TRENCH REPAIR AND BACKFILL STD. DET. 108.

6. MINIMUM ALLOWABLE CLEARANCE BETWEEN PIPES AT CROSSING SHALL BE 3".

SURVEY NOTES:

BASIS OF BEARING: THE BASIS OF BEARING IS GEODETIC NORTH AS OBSERVED DURING THE FIELD SURVEY.

HORIZONTAL DATUM: NAD83 (2011)

BASIS OF ELEVATION:

VERTICAL DATUM: DESIGNATION 3E-95-78, DATE REVISED 07/07/2015, OCS INDEX MAP Q12-03, PAGE/GRID 830/C02, CITY OF TUSTIN, LINE#/SSN 355-0340, ESTABLISHED BY OCS 1978, ORANGE COUNTY SURVEYOR'S 3 3/4" ALUMINUM DISK, NAVD88 (FT) 131.725. MONUMENT IS SET IN KNOW SUBSIDENCE ZONE AND MAY NOT FIT ADJACENT BENCHMARKS. DESCRIBED BY OCS 2002 - FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "3E-95-78", SET IN SOUTHEASTERLY CORNER OF A 4 FT. BY 15 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHWESTERLY CORNER OF THE INTERSECTION OF NEWPORT AVENUE AND IRVINE BOULEVARD, 51 FT. NORTHERLY OF THE CENTERLINE OF IRVINE BOULEVARD AND 285 FT. WESTERLY OF THE

CENTERLINE OF NEWPORT. MONUMENT IS SET LEVEL WITH SIDEWALK.

LEGEND AND SYMBOLS:

EXIST. DRAINAGE GRATE

EXIST. ELECTRICAL MANHOLE

EXIST. SEWER MANHOLESS

EMH

EXIST. CURB AND GUTTER

EXIST. BLOCK WALL

EXIST. CONTOURS2325

EXIST. EDGE OF PAVEMENT/// ///

WATER SERVICE METERPROPOSED A.C. PAVEMENT

CONCRETE PAVING

LANDSCAPE AREA/GRADED AREA

(OR HYDROSEEDED AREAS)

PROPERTY LINE

RIGHT-OF-WAY

EX. BUILDING

A-A

SECTION LETTER

E6 CROSS SECTION DETAIL

SCALE

5M-2

DETAIL LETTER DETAIL REFERENCE

SHEET ON WHICH THE

DETAIL IS REFERRED TO

IN PLAN VIEW

SHEET ON WHICH THE

SECTION IS SHOWN IN DETAIL

SHEET ON WHICH THE

DETAIL IS REFERENCED

ABBREVIATIONS

ASBESTOS-CEMENT PIPE

GATE VALVE

INCORPORATED

INSIDE DIAMETER

INVERT

GRADE BREAK

HORSE POWER

GAGE OR GAUGE

FLANGE

FOOT OR FEET

EXISTING

DUCTILE IRON

DUCTILE IRON PIPE

ELEVATION

EAST

EACH

DEPARTMENT

DETAIL

DRIVE

DRAWING

DIAMETER

BENCH MARK

COLUMN

CUBIC YARD

CORRUGATED

CYLINDER

CORPORATION

COORDINATE

CONTINUOUS

CONSTRUCTION

CONCRETE

CORNER

COEFFICIENT

CENTER LINE

CAST IRON PIPE

CAST IRON

CENTER

BUTTERFLY VALVE

BOUNDARY

BOULEVARD

BUILDING

BOTTOM

AVENUE

APPROXIMATE

APPROVED EQUAL

AND

G.V.

VERTICAL

TYPICAL

TEMPERATURE

SYMMETRICAL

INV.

INC.

I.D.

HP.

G.B.

WESTW

VERT.

SYM.

TEMP.

TYP.

STREET

STRUCTURAL

STATION

STANDARD

SQUARE

SPECIFICATIONS

SECTION

STORM DRAIN

RIGHT-OF-WAY

REINFORCING

REFERENCE

RADIUS

EXIST. OR EX.

GA.

FLG.

FT.

STEEL

D, DIA., OR Ø

EL. OR ELEV.

DEPT.

D.I.

EA.

D.I.P.

DET.

DWG.

DR.

SHEET

RIGHT

STR.

ST.

SPEC'S.

STD.

STA.

STL.

SQ.

RT.

R/W

SECT.

SHT.

R. OR RAD.

REF.

REINF.

B.M.

PROPERTY LINE

PROJECT

POWER POLE

POUND PER SQUARE INCH

POUND

POSITIVE

OUTSIDE DIAMETER

ON CENTER

NUMBER

NOT TO SCALE

NOT IN CONTRACT

NORTH

MONUMENT

MISCELLANEOUS

MINUTE

MINIMUM

COL.

CONC.

COORD.

CONT.

CONST.

CORR.

CORP.

CYL.

C.Y.

COR.

POINT

BLDG.

BDRY.

COEF.

BLVD.

CTR.

C.I.P.

C OR CL

C.I.

B.V.

BOT.

O.D.

POS.

P.P.

PROJ.

LB.

PT.

P.S.I.

N.T.S.

O.C.

NO. OR #

N.I.C.

MON.

MISC.

' OR MIN.

MIN.

MECHANICAL JOINTS

MAXIMUM

MANUFACTURER

MANHOLE

LONGITUDINAL

LINEAR FOOT&

A.C.P.

APPX.

APPD. EQ.

AVE.

MAX.

MFR.

M.H.

M.J.

L.F.

LONG.

CLASSCL.

O.A.E. OR APPROVED EQUAL

POLYVINYL CHLORIDEP.V.C.

WATER VALVEWV

WATER METERWM

SOUTHS

TRANS. TRANSITION

ASPHALT CONCRETEA.C.

° OR DEG. DEGREE

FLOW LINEFL

EDGE OF PAVEMENTEP

TC TOP OF CURB

FF FINISHED FLOOR

SDMH STORM DRAIN MANHOLE

SS SANITARY SEWER MANHOLE

TOP TOP OF SLOPE

PVT. PRIVATE

F.G. FINISHED GRADE

FINISHED SURFACEF.S.

TOP OF GRATET.G.

R.G. ROUGH GRADE

P.E. PROFESSIONAL ENGINEER

FIRE HYDRANTFH

ROADRD.

SECOND" OR SEC.

SANITARY SEWERS.SS

PROPOSEDPROP.

NOTES:

1. All FLANGES FOR STEEL PIPE USE ON THIS PROJECT SHALL BE CLASS D (150LB.)

2. ALL ABOVE GROUND STEEL PIPING AND FITTINGS SHALL BE CEMENT MORTAR LINED AND

EPOXY COATED (TAN), ALL BELOW STEEL PIPING AND FITTINGS SHALL BE CMC AND CML,

UNLESS OTHERWISE NOTED ON THE PLANS.

3. THE CONTRACTOR SHALL POTHOLE AND FIELD VERIFY LOCATIONS, TYPE, CONDITION AND

DEPTH OF EXISTING LINES AT CROSSING POINTS.

4. ALL STEEL PIPE 4" OR GREATER SHALL BE 1/4" WALL THICKNESS. ALL STEEL PIPE LESS THAN

4" SHALL BE SCH 40.

Underground Service Alert of Southern California

California ● Arizona

Civil, Water, Wastewater, Drainage, and Transportation Engineering

Construction Management ● Surveying

E E

I R

D R F S

R G

P O ES IONAL

EN ER

AINROFILACFOETATS LIVIC

C 76613DA

VID HYUN SONG

605 Huntington Ave.

Suite 205 Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com GENERAL NOTE:

THIS IS A STANDARD LEGEND SHEET. THEREFORE, NOT

ALL OF THE INFORMATION SHOWN MAY BE USED ON

THIS PROJECT.

GENERAL NOTES-LEGEND-ABB

Docusign Envelope ID: ADAE10EA-5CCE-853E-835F-75D380A049BE

AutoCAD SHX Text PRINCIPAL ENGINEER R.C.E. No.C 76613 R.C.E. No.C 76613C 76613

AutoCAD SHX Text NAME R.C.E. No.C 76613 R.C.E. No.C 76613C 76613

AutoCAD SHX Text DESIGNED: BWT DRAWN: RJB CHECKED: DHSBWT DRAWN: RJB CHECKED: DHS DRAWN: RJB CHECKED: DHSRJB CHECKED: DHS CHECKED: DHSDHS

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CITY OF TUSTIN

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TWO WORKING DAYS BEFORE YOU DIG

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NOTICE TO CONTRACTOR

AutoCAD SHX Text Know what's

AutoCAD SHX Text below.

AutoCAD SHX Text before you dig.

AutoCAD SHX Text Call

AutoCAD SHX Text PROJ. No. 2026109.002026109.00

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MAIN ST WELL 3 & NEWPORT WELL 3 IMPROVEMENTS PROJECT

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REVISIONS

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REFERENCES

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NO.

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DATE

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DESCRIPTION

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BENCHMARK NO:

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INITIALS

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APPROVED

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DATE

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DRAWING NO.

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PREPARED UNDER THE SUPERVISION OF:

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REVIEWED FOR CONSTRUCTABILITY:

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BEN TOWNSEND

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DAVID HYUN SONG

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DATE

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SEAL

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SHT NAME

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SHT OF 1414

AutoCAD SHX Text X:\2026\2026109.00-TUSTIN-WELL REHAB PROGRAM DESIGN\DWG\SHEETS\IMPROVEMENT PLANS\NEWPORT AND MAIN STREET WELL IMPROVEMENTS PLANS\2026109.00-SHT01-2-TITLE&NOTES.DWG

AutoCAD SHX Text

DAVID HYUN SONG

AutoCAD SHX Text 08/05/26

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DAVID HYUN SONG

AutoCAD SHX Text 08/05/26

G-01

(158)

Underground Service Alert of Southern California

California ● Arizona

Civil, Water, Wastewater, Drainage, and Transportation Engineering

Construction Management ● Surveying

E E

I R

D R F S

R G

P O ES IONAL

EN ER

AINROFILACFOETATS LIVIC

C 76613DA

VID HYUN SONG

605 Huntington Ave.

Suite 205 Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com

SCALE: 1"=

2' 1'

2' 4'

NEW

RT A

NUE

EX. BLOCK WALL,

PROTECT IN PLACE.

EX. ELECTRICAL,

PROTECT IN PLACE.

EX. GATE, MAIN ACCESS,

PROTECT IN PLACE.

EX. TRANSFORMER,

PROTECT IN PLACE.

EX. ELECTRICAL,

PROTECT IN PLACE.

EX. ELECTRICAL,

PROTECT IN PLACE.

EX. CABINET,

PROTECT IN PLACE.

EX. MOV, SEE ELECTRICAL PLAN

SHEET 11.

SEE

DETAIL

EX. SAFETY LIGHT

EX. MANHOLE

EX. CONCRETE

CURB

NEWPORT WELL SITE PLAN

EX. DISCHARGE PIPING AND CLA-VALVE

SEE ELECTRICAL PLANS FOR IMPROVEMENTS

EX. NEWPORT

WELL No. 3

EL=158.30

SPECIAL NOTE:

1. THE STAGING AREA FOR THIS SITE IS RESTRICTIED TO THE CITY

PROPERTY AND R/W.

2. THE CONTRACTOR SHALL VERIFY AND IDENTIFY A STAGING AREA

AND PREFERRED CRANE AND/OR DRILL RIG STAGING. THE

CONTRACTOR SHALL PROVIDE A SUBMITTAL TO BE REVIEWED AND

APPROVED BY THE CITY PRIOR TO MOBILIZATION.

3. ANY NEGOTIATIONS OF USE BEYOND THE ENVELOPE OF THE CITY'S

PROPERTY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

4. THE MAIN STREET WELL NO. 3, BENETA WELL, 17TH STREET WELL OR

OTHER CITY APPROVED FACILITIES MAY BE AVAILABLE FOR LAY

DOWN AND STORAGE OF EQUIPMENT. ALL AREAS WILL REQUIRE

CITY REVIEW AND AUTHORIZATION. SEE SPECIFICATIONS 33 21 30

"WELL REHABILITATION MOBILIZATION - DEMOBILIZATION AND

CLEANUP."

5. ANY ADDITIONAL FENCING OR OTHER MITIGATION TO PROTECT THE

AREA DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE

CONTRACTOR PER THE SPECIFICATIONS.

6. A TRAFFIC CONTROL PLAN WILL BE REQUIRED BY THE CONTRACTOR

FOR REVIEW AND APPROVAL FOR ANY VEHICLES OR EQUIPMENT

THAT MAY BE USED TO TRANSPORT EQUIPMENT ALONG NEWPORT

AVENUE. ONLY TEMPORARY "ONE" LANE CLOSURES WILL BE

ENTERTAINED BY THE CITY AS COORDINATED BY THE CONTRACTOR.

CLOUD AREA SHOWS THE APPROXIMATE

AREA FOR A CRANE AND/OR DRILL RIG

*SEE SPECIAL NOTE THIS SHEET.

Docusign Envelope ID: ADAE10EA-5CCE-853E-835F-75D380A049BE

AutoCAD SHX Text PRINCIPAL ENGINEER R.C.E. No.C 76613 R.C.E. No.C 76613C 76613

AutoCAD SHX Text NAME R.C.E. No.C 76613 R.C.E. No.C 76613C 76613

AutoCAD SHX Text DESIGNED: BWT DRAWN: RJB CHECKED: DHSBWT DRAWN: RJB CHECKED: DHS DRAWN: RJB CHECKED: DHSRJB CHECKED: DHS CHECKED: DHSDHS

AutoCAD SHX Text

CITY OF TUSTIN

AutoCAD SHX Text www.DigAlert.org

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TWO WORKING DAYS BEFORE YOU DIG

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NOTICE TO CONTRACTOR

AutoCAD SHX Text Know what's

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AutoCAD SHX Text Call

AutoCAD SHX Text PROJ. No. 2026109.002026109.00

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MAIN ST WELL 3 & NEWPORT WELL 3 IMPROVEMENTS PROJECT

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REVISIONS

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INITIALS

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BEN TOWNSEND

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DAVID HYUN SONG

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DATE

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SEAL

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SHT OF 1414

AutoCAD SHX Text X:\2026\2026109.00-TUSTIN-WELL REHAB PROGRAM DESIGN\DWG\SHEETS\IMPROVEMENT PLANS\NEWPORT AND MAIN STREET WELL IMPROVEMENTS PLANS\2026109.00-SHT03-SITE PLAN.DWG

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DAVID HYUN SONG

AutoCAD SHX Text 08/05/26

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DAVID HYUN SONG

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C-01.1

PIPE SIZE

ADJUSTABLE PIPE SUPPORT APPROXIMATE DIMENSIONS IN INCHES

MEASUREMENTS BASED ON: PIPING TECHNOLOGY & PRODUCTS, INC. (PTP) FIGURE 46

'D'

'A'

'C'1"

M, 3"

ADJUSTABLE PIPE SUPPORTS,

FIGURE 46

GALVANIZED

DRY PACK

GALVANIZED ANCHOR BOLT OR

SELF-DRILLING CONCRETE WITH

TWO (2) NUTS EACH, BLOW OUT

HOLES PRIOR TO ANCHORING.

ADJUSTABLE PIPE

SUPPORTS

ADJUSTABLE PIPE SUPPORT DETAIL

NOT TO SCALE

6 7/8

2 1/2

MINIMUM

11 3/4 16 1/2

MAXIMUM

2" STEEL POST

1/4" X 5" X 5"

MILD STEEL PLATE

4 3/8" X 5"

EXPANSION BOLTS

IN SHRINK PROOF EPOXY

TOP OF CONCRETE

1/4" X 5" X 5"

MILD STEEL PLATE

PIPE SUPPORT DETAIL

WATER-LUBRICATION TUBING

NOT TO SCALE

- 6

STEEL PIPE CLAMP,

BOLTED THROUGH

TOP PLATE

Underground Service Alert of Southern California

California ● Arizona

Civil, Water, Wastewater, Drainage, and Transportation Engineering

Construction Management ● Surveying

E E

I R

D R F S

R G

P O ES IONAL

EN ER

AINROFILACFOETATS LIVIC

C 76613DA

VID HYUN SONG

605 Huntington Ave.

Suite 205 Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com

CONSTRUCTION DETAILS

Docusign Envelope ID: ADAE10EA-5CCE-853E-835F-75D380A049BE

AutoCAD SHX Text PRINCIPAL ENGINEER R.C.E. No.C 76613 R.C.E. No.C 76613C 76613

AutoCAD SHX Text NAME R.C.E. No.C 76613 R.C.E. No.C 76613C 76613

AutoCAD SHX Text DESIGNED: BWT DRAWN: RJB CHECKED: DHSBWT DRAWN: RJB CHECKED: DHS DRAWN: RJB CHECKED: DHSRJB CHECKED: DHS CHECKED: DHSDHS

AutoCAD SHX Text

CITY OF TUSTIN

AutoCAD SHX Text www.DigAlert.org

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TWO WORKING DAYS BEFORE YOU DIG

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NOTICE TO CONTRACTOR

AutoCAD SHX Text Know what's

AutoCAD SHX Text below.

AutoCAD SHX Text before you dig.

AutoCAD SHX Text Call

AutoCAD SHX Text PROJ. No. 2026109.002026109.00

AutoCAD SHX Text

MAIN ST WELL 3 & NEWPORT WELL 3 IMPROVEMENTS PROJECT

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REVISIONS

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DESCRIPTION

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BENCHMARK NO:

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INITIALS

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APPROVED

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PREPARED UNDER THE SUPERVISION OF:

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REVIEWED FOR CONSTRUCTABILITY:

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BEN TOWNSEND

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DAVID HYUN SONG

AutoCAD SHX Text

DATE

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SEAL

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AutoCAD SHX Text X:\2026\2026109.00-TUSTIN-WELL REHAB PROGRAM DESIGN\DWG\SHEETS\IMPROVEMENT PLANS\NEWPORT AND MAIN STREET WELL IMPROVEMENTS PLANS\2026109.00-SHT04-CONST DET.DWG

AutoCAD SHX Text

DAVID HYUN SONG

AutoCAD SHX Text 08/05/26

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DAVID HYUN SONG

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CD-01

3 4"

F T

1 F

*2 F

T *2

T *5

F T

7 F T

5F T

2 F T

11.6"

9.6"

GENERAL PUMP

COMPANY

AS-BUILT OUTLINE

DATE: 09-18-2012

CUSTOMER: TUSTIN

JOB NAME: NEWPORT WELL

JOB NO: 12297

MOTOR

H.P. 100 MFGR: G.E.

R.P.M. 1780 FRAME: L405TP16

PHASE/CYCLE/VOLTS: 3/60/460

V.H.S. OR V.S.S.: V.H.S.

MOTOR INFO: BORE: 1 1/4"

CD = 39 3/4"

DISCHARGE HEAD

TYPE: W/L SIZE: 16 X 8

MATERIAL: CAST IRON

COLUMN ASSEMBLY

PIPE SIZE/LENGTH: 8" X 217'

SHAFT SIZE/LENGTH: 1 1/4"

TUBE SIZE: N/A

BOWL ASSEMBLY

G.P.M. 800 T.D.H. 344

MODEL: 121 STGS. 6

MFGR. HYDROFLO

O/L OR P/L: W/L

MATERIALS

BOWL: C.I. IMP. 201SS

SHFT. 416SS BRG. BRZ

COLLET 416SS BOLTS 18-8SS

BOWL W.R. CAST IRON

IMP. W.R. 201SS

STRAINER

TYPE: CONE

SIZE: 8"

MATERIAL: 316SS

OTHER

WELL DIA. 16" 282 FT

PERFORATIONS 234'-26'

PER VIDEO LOG 233'-271'

1" AVAILABLE LATERAL

LIFT IMPELLERS 3/8" AFTER FREE SPIN

1/4" DEKRON TO 231 FT

TOTAL STRING WEIGHT - 9,500 LBS

*ALL INFORMATION SHOWN (INCLUDING

LENGTHS) IS PER THE AS-BUILTS COMPLETED

BY GENERAL PUMP COMPANY AND PROVIDED

BY THE CITY OF TUSTIN.

EX. CONE STRAINER

EL=158.30'

Underground Service Alert of Southern California

California ● Arizona

Civil, Water, Wastewater, Drainage, and Transportation Engineering

Construction Management ● Surveying

E E

I R

D R F S

R G

P O ES IONAL

EN ER

AINROFILACFOETATS LIVIC

C 76613DA

VID HYUN SONG

605 Huntington Ave.

Suite 205 Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com

CONSTRUCTION NOTES

1 EX. WELL, PUMP AND MOTOR. REMOVE AND SALVAGE WELL MOTOR AND

PUMP PER PROJECT SPECIFICATIONS.

2 EX. CLA VALVE AND APPURTENANCES.

3 EX. VICTAULIC COUPLING.

4 EX. BUTTERFLY VALVE.

5 EX. ARV.

6 EX. PRESSURE GAUGE

7 EX. 8" STEEL PIPE.

8 EX. SAMPLE VALVE AND FAUCET.

9 EX. 8" MCCROMETER PROPELLER METER.

10 EX. SADDLE AND BALL VALVE

11 EX. KEYSTONE CONTROLS, MOTOR OPERATOR VALVE (MOV). SEE

ELECTRICAL PLAN SHEET 12.

12 EX. 90 DEGREE STEEL BEND

13 EX. ELECTRICAL PANEL, SEE ELECTRICAL SHEET 12.

14 EX. 8" STEEL TEE

15 EX. 8" TWO DOOR CHECK VALVE.

16 EX. AVAILABLE ELEC. CONDUIT.

24 EX. ADJUSTABLE PIPE STAND (TYP).

INSTALL NEW 8" MCCROMETER ULTRA MAG METER, ANSI 150#. SEE

ELECTRICAL PLAN FOR CONNECTIONS AND CITY-FURNISHED ITEMS NOTE

THIS SHEET.

31 FURNISH AND INSTALL 8" STEEL PIPE.

32 FURNISH AND INSTALL 8" VICTAULIC COUPLING.

33 INSTALL NEW BRAY MOTOR OPERATOR VALVE (MOV). SEE ELECTRICAL

PLANS AND CITY-FURNISHED ITEMS NOTE THIS SHEET.

34 FURNISH AND INSTALL 90 DEGREE BEND.

CONTRACTOR TO VERIFY DEPTH, LOCATION AND TYPE OF PIPE PRIOR TO

CONSTRUCTION. CONTRACTOR TO CUT EXISTING PIPE AND PROVIDE FITTING

FOR CONNECTION TO EXISTING PIPE.

36 FURNISH AND INSTALL ADJUSTABLE PIPE SUPPORT FOR 8" PIPE. SEE DETAIL

ON SHEET 4.

WELL AND PIPING DETAIL - PLAN VIEW

NOT TO SCALE

CROSS SECTION A-A

NOT TO SCALE

5 6

6 7

8 9

11 5

24 24

NEWPORT PIPING AND WELL DETAILS

C C - -

CROSS SECTION C-C

NOT TO SCALE

REMOVAL NOTES

1 REMOVE EXISTING METER.

2 REMOVE EXISTING PIPING AS NEEDED FOR CONSTRUCTION OF NEW

IMPROVEMENTS.

3 REMOVE EXISTING CLA-VALVE AND APPURTENANCES. SEE ELECTRICAL

PLANS.

4 REMOVE EXISTING MOTOR OPERATOR VALVE. SEE ELECTRICAL PLANS.

5 REMOVE EXISTING BUTTERFLY VALVE.

AS-BUILT OUTLINE NEWPORT WELL

(GENERAL PUMP COMPANY)

NOT TO SCALE

EX. FINISHED GRADE

GENERAL NOTES

1. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL PROTECT ALL

PIPING AND EQUIPPING IN PLACE. ANY DAMAGED PIPING WILL BE

REPLACED, NEW AND IN KIND, BY THE CONTRACTOR AT HIS EXPENSE.

2. AFTER REMOVAL AND INSPECTION, REFURBISHMENT OR REPLACEMENT OF

THE EXISTING PUMP AND MOTOR SHALL BE AS DIRECTED BY THE

ENGINEER IN ACCORDANCE WITH THE SPECIFICATIONS. THE CONTRACTOR

SHALL INCLUDE SUFFICIENT TIME IN THE CONSTRUCTION SCHEDULE FOR

THE ENGINEER'S REVIEW OF THE INSPECTION REPORT AND

DETERMINATION OF REHABILITATION OR REPLACEMENT.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION AND STORING

OF ALL THE REMOVED MOTOR, PUMP, AND APPURTENANCES WHILE

REFURBISHMENT OR REPLACEMENT DECISIONS ARE BEING MADE.

Docusign Envelope ID: ADAE10EA-5CCE-853E-835F-75D380A049BE

AutoCAD SHX Text PRINCIPAL ENGINEER R.C.E. No.C 76613 R.C.E. No.C 76613C 76613

AutoCAD SHX Text NAME R.C.E. No.C 76613 R.C.E. No.C 76613C 76613

AutoCAD SHX Text DESIGNED: BWT DRAWN: RJB CHECKED: DHSBWT DRAWN: RJB CHECKED: DHS DRAWN: RJB CHECKED: DHSRJB CHECKED: DHS CHECKED: DHSDHS

AutoCAD SHX Text

CITY OF TUSTIN

AutoCAD SHX Text www.DigAlert.org

AutoCAD SHX Text

TWO WORKING DAYS BEFORE YOU DIG

AutoCAD SHX Text

NOTICE TO CONTRACTOR

AutoCAD SHX Text Know what's

AutoCAD SHX Text below.

AutoCAD SHX Text before you dig.

AutoCAD SHX Text Call

AutoCAD SHX Text PROJ. No. 2026109.002026109.00

AutoCAD SHX Text

MAIN ST WELL 3 & NEWPORT WELL 3 IMPROVEMENTS PROJECT

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

REFERENCES

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

BENCHMARK NO:

AutoCAD SHX Text

INITIALS

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

PREPARED UNDER THE SUPERVISION OF:

AutoCAD SHX Text

REVIEWED FOR CONSTRUCTABILITY:

AutoCAD SHX Text

BEN TOWNSEND

AutoCAD SHX Text

DAVID HYUN SONG

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SHT NAME

AutoCAD SHX Text

SHT OF 1414

AutoCAD SHX Text X:\2026\2026109.00-TUSTIN-WELL REHAB PROGRAM DESIGN\DWG\SHEETS\IMPROVEMENT PLANS\NEWPORT AND MAIN STREET WELL IMPROVEMENTS PLANS\2026109.00-SHT05-PIPING AND WELL DETAILS.DWG

AutoCAD SHX Text

DAVID HYUN SONG

AutoCAD SHX Text 08/05/26

AutoCAD SHX Text

DAVID HYUN SONG

AutoCAD SHX Text 08/05/26

AutoCAD SHX Text C-01.2

CITY-FURNISHED ITEMS NOTE:

Underground Service Alert of Southern California

California ● Arizona

Civil, Water, Wastewater, Drainage, and Transportation Engineering

Construction Management ● Surveying

E E

I R

D R F S

R G

P O ES IONAL

EN ER

AINROFILACFOETATS LIVIC

C 76613DA

VID HYUN SONG

605 Huntington Ave.

Suite 205 Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com

SCALE: 1"=

5' 2,5'

5' 10'

T A

U E

EX. GATE ACCESS,

PROTECT IN PLACE.

EX. PFAS

TREATMENT SYSTEM

EX. BOOSTER

PUMP BUILDING

EX. MAIN STREET WELL No. 3

EL=119.25'

SEE

DETAIL

EX. CONCRETE

CURB

EX. BLOCK WALL

EX. CHLORINE

BUILDING

MAIN STREET WELL SITE PLAN

EX. PIPING

10'±

FIELD VERIFY

SPECIAL NOTE:

1. THE STAGING AREA FOR THIS SITE SHALL BE RESTRICTED TO THE CITY

PROPERTY AND R/W. THE CONTRACTOR TO COORDINATE PRIOR TO

MOBILIZATION WITH THE CITY OF TUSTIN.

2. THE CONTRACTOR SHALL IDENTIFY A STAGING AREA AND PREFERRED

CRANE/DRILL RIG FOR STAGING. THE CONTRACTOR SHALL PROVIDE A

SUBMITTAL TO BE REVIEWED AND APPROVED BY THE CITY PRIOR TO

MOBILIZATION.

3. ADDITIONAL SPACE OUTSIDE THE AREA SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR PER THE PROJECT SPECIFICATIONS.

4. ANY ADDITIONAL FENCING OR OTHER MITIGATION TO PROTECT THE AREA

DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR

PER THE SPECIFICATIONS.

CLOUD AREA SHOWS THE APPROXIMATE

AREA FOR A CRANE AND/OR DRILL RIG

*SEE SPECIAL NOTE THIS SHEET.

Docusign Envelope ID: ADAE10EA-5CCE-853E-835F-75D380A049BE

AutoCAD SHX Text PRINCIPAL ENGINEER R.C.E. No.C 76613 R.C.E. No.C 76613C 76613

AutoCAD SHX Text NAME R.C.E. No.C 76613 R.C.E. No.C 76613C 76613

AutoCAD SHX Text DESIGNED: BWT DRAWN: RJB CHECKED: DHSBWT DRAWN: RJB CHECKED: DHS DRAWN: RJB CHECKED: DHSRJB CHECKED: DHS CHECKED: DHSDHS

AutoCAD SHX Text

CITY OF TUSTIN

AutoCAD SHX Text www.DigAlert.org

AutoCAD SHX Text

TWO WORKING DAYS BEFORE YOU DIG

AutoCAD SHX Text

NOTICE TO CONTRACTOR

AutoCAD SHX Text Know what's

AutoCAD SHX Text below.

AutoCAD SHX Text before you dig.

AutoCAD SHX Text Call

AutoCAD SHX Text PROJ. No. 2026109.002026109.00

AutoCAD SHX Text

MAIN ST WELL 3 & NEWPORT WELL 3 IMPROVEMENTS PROJECT

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

REFERENCES

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

BENCHMARK NO:

AutoCAD SHX Text

INITIALS

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

PREPARED UNDER THE SUPERVISION OF:

AutoCAD SHX Text

REVIEWED FOR CONSTRUCTABILITY:

AutoCAD SHX Text

BEN TOWNSEND

AutoCAD SHX Text

DAVID HYUN SONG

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SHT NAME

AutoCAD SHX Text

SHT OF 1414

AutoCAD SHX Text X:\2026\2026109.00-TUSTIN-WELL REHAB PROGRAM DESIGN\DWG\SHEETS\IMPROVEMENT PLANS\NEWPORT AND MAIN STREET WELL IMPROVEMENTS PLANS\2026109.00-SHT06-SITE PLAN-MS.DWG

AutoCAD SHX Text

DAVID HYUN SONG

AutoCAD SHX Text 08/05/26

AutoCAD SHX Text

DAVID HYUN SONG

AutoCAD SHX Text 08/05/26

C-02.1

MAIN STREET

WATER WELL DRILLERS REPORT

DATE: 08-30-1972

CUSTOMER: TUSTIN

JOB NAME: MAIN STREET WELL No. 3 WELL No: 55/9W-16C1

MOTOR

H.P. 100 R.P.M. 1775

PHASE/CYCLE/VOLTS: 3/60/460

SERIAL No. R2029996

*ALL INFORMATION SHOWN IS PER THE AS-BUILTS COMPLETED BY

McCALLA BROS, INC. AND PROVIDED BY THE CITY OF TUSTIN.

L M

0 F

L D

0 F T

- 6

EX. CONC. PEDESTAL

EX. CONE STRAINER

14" O.D.

EL=119.25'

Underground Service Alert of Southern California

California ● Arizona

Civil, Water, Wastewater, Drainage, and Transportation Engineering

Construction Management ● Surveying

E E

I R

D R F S

R G

P O ES IONAL

EN ER

AINROFILACFOETATS LIVIC

C 76613DA

VID HYUN SONG

605 Huntington Ave.

Suite 205 Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com

CONSTRUCTION NOTES

1 EX. WELL, PUMP AND MOTOR. REMOVE AND SALVAGE WELL MOTOR AND

PUMP PER PROJECT SPECIFICATIONS.

3 EX. VICTAULIC COUPLING.

5 EX. ARV.

6 EX. PRESSURE GAUGE

7 EX. 8" STEEL PIPE.

8 EX. SAMPLE VALVE AND FAUCET.

12 EX. 90 DEGREE STEEL BEND

13 EX. ELECTRICAL PANEL, SEE ELECTRICAL SHEET 12.

15 EX. AUMA ACTUATORS, MOV: SABVO7.1

17 EX. AVAILABLE ELEC. CONDUIT.

18 EX. 8" (KENNEDY) SWING CHECK VALVE.

19 EX. 6" BADGER MODMAG METER M2000 S/N: 47240103

20 EX. 8" X 6" REDUCER

21 EX. 45 DEGREE BEND.

22 EX. 8" CROSS.

23 EX. 6" STEEL PIPING

24 EX. ADJUSTABLE PIPE STAND (TYP).

FURNISH AND INSTALL 1.5" SCH 40 STAINLESS STEEL TUBING AND

APPURTENANCES FOR WATER-LUBRICATION CONNECTION FROM HOSE BIB

TO MOTOR AND PUPMP.

38 FURNISH AND INSTALL STEEL PIPE SUPPORT FOR WATER-LUBRICATED

TUBING PER DETAIL ON SHEET 4.

WELL AND PIPING DETAIL - PLAN VIEW

NOT TO SCALE

CROSS SECTION B-B

NOT TO SCALE

EX. CONCRETE PEDESTAL

MAIN STREET PIPING AND WELL DETAILS

AS-BUILT - WATER WELL DRILLERS REPORT

NOT TO SCALE

13 15

20 20

38 TYP.

3' MIN.

GENERAL NOTES

1. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL PROTECT ALL

PIPING AND EQUIPPING IN PLACE. ANY DAMAGED PIPING WILL BE

REPLACED, NEW AND IN KIND, BY THE CONTRACTOR AT HIS EXPENSE.

2. AFTER REMOVAL AND INSPECTION, REFURBISHMENT OR REPLACEMENT OF

THE EXISTING PUMP AND MOTOR SHALL BE AS DIRECTED BY THE

ENGINEER IN ACCORDANCE WITH THE SPECIFICATIONS. THE CONTRACTOR

SHALL INCLUDE SUFFICIENT TIME IN THE CONSTRUCTION SCHEDULE FOR

THE ENGINEER'S REVIEW OF THE INSPECTION REPORT AND

DETERMINATION OF REHABILITATION OR REPLACEMENT.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION AND STORING

OF ALL THE REMOVED MOTOR, PUMP, AND APPURTENANCES WHILE

REFURBISHMENT OR REPLACEMENT DECISIONS ARE BEING MADE.

Docusign Envelope ID: ADAE10EA-5CCE-853E-835F-75D380A049BE

AutoCAD SHX Text PRINCIPAL ENGINEER R.C.E. No.C 76613 R.C.E. No.C 76613C 76613

AutoCAD SHX Text NAME R.C.E. No.C 76613 R.C.E. No.C 76613C 76613

AutoCAD SHX Text DESIGNED: BWT DRAWN: RJB CHECKED: DHSBWT DRAWN: RJB CHECKED: DHS DRAWN: RJB CHECKED: DHSRJB CHECKED: DHS CHECKED: DHSDHS

AutoCAD SHX Text

CITY OF TUSTIN

AutoCAD SHX Text www.DigAlert.org

AutoCAD SHX Text

TWO WORKING DAYS BEFORE YOU DIG

AutoCAD SHX Text

NOTICE TO CONTRACTOR

AutoCAD SHX Text Know what's

AutoCAD SHX Text below.

AutoCAD SHX Text before you dig.

AutoCAD SHX Text Call

AutoCAD SHX Text PROJ. No. 2026109.002026109.00

AutoCAD SHX Text

MAIN ST WELL 3 & NEWPORT WELL 3 IMPROVEMENTS PROJECT

AutoCAD SHX Text

REVISIONS

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REFERENCES

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

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BENCHMARK NO:

AutoCAD SHX Text

INITIALS

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APPROVED

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DATE

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DRAWING NO.

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PREPARED UNDER THE SUPERVISION OF:

AutoCAD SHX Text

REVIEWED FOR CONSTRUCTABILITY:

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BEN TOWNSEND

AutoCAD SHX Text

DAVID HYUN SONG

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SHT NAME

AutoCAD SHX Text

SHT OF 1414

AutoCAD SHX Text X:\2026\2026109.00-TUSTIN-WELL REHAB PROGRAM DESIGN\DWG\SHEETS\IMPROVEMENT PLANS\NEWPORT AND MAIN STREET WELL IMPROVEMENTS PLANS\2026109.00-SHT07-MS-PIPING AND WELL DETAILS.DWG

AutoCAD SHX Text

DAVID HYUN SONG

AutoCAD SHX Text 08/05/26

AutoCAD SHX Text

DAVID HYUN SONG

AutoCAD SHX Text 08/05/26

C-02.2

UTILITY METER

PLAN DRAWING SYMBOLS

DISCONNECT

SITE DEVICE

POWER SINGLE LINE DIAGRAM SYMBOLS

BREAKER

FUSE

DISCONNECT SWITCH

1. FINAL CONNECTIONS TO EQUIPMENT SHALL BE PER MANUFACTURER'S APPROVED WIRING DIAGRAMS, DETAILS AND INSTRUCTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE MATERIALS, INSTRUMENTS, RELAYS, AND EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS/RECOMMENDATIONS FOR EQUIPMENT ACTUALLY SUPPLIED.

2. CONTROL PANELS, STARTER PANELS, SAFETY SWITCHES, AND OTHER ELECTRICAL DISTRIBUTION EQUIPMENT SHALL BE UL LISTED AND RATED FOR HEAVY DUTY SERVICE. ALL WIRING DEVICES SHALL BE SPECIFICATIONS GRADE.

GENERAL NOTES

ELECTRICAL LINETYPES

ABOVE GROUND CONDUIT

EXISTING ABOVE GROUND CONDUIT

UNDER GROUND CONDUIT

EXISTING UNDER GROUND CONDUIT

ELECTRICAL EQUIPMENT

EXISTING ELECTRICAL EQUIPMENT

FUTURE ELECTRICAL EQUIPMENT

FIBER OPTIC

ELECTRICAL GROUND

CABLE

OBJECT

ELECTRICAL SCHEMATIC FIELD WIRING

DEMOLITION

DATA LINK

GROUND ROD

FO FO

ABBREVIATIONS

CU COPPER

DSC DISCONNECT

G,GND GROUND

IC INSTRUMENTATION CABLE

MOV MOTOR OPERATED VALVE

PB PULLBOX

Underground Service Alert of Southern California

California ● Arizona

Civil, Water, Wastewater, Drainage, and Transportation Engineering

Construction Management ● Surveying

605 Huntington Ave.

Suite 205 Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com

49856

HEBER TORRES

SI GNED

EXPIRES 9/30/2027

07-21-2

NAL ENGINEER

ATE

NO.

OFESSIO

RT I F IC

..ASUANOZI

SI GNED

) L A

I RC

ELECTRICAL NOTES, SYMBOLS AND LEGEND

Docusign Envelope ID: ADAE10EA-5CCE-853E-835F-75D380A049BE

AutoCAD SHX Text

CITY OF TUSTIN

AutoCAD SHX Text www.DigAlert.org

AutoCAD SHX Text

TWO WORKING DAYS BEFORE YOU DIG

AutoCAD SHX Text

NOTICE TO CONTRACTOR

AutoCAD SHX Text Know what's

AutoCAD SHX Text below.

AutoCAD SHX Text before you dig.

AutoCAD SHX Text Call

AutoCAD SHX Text PROJ. No. 2026109.002026109.00

AutoCAD SHX Text

MAIN ST WELL 3 & NEWPORT WELL 3 IMPROVEMENTS PROJECT

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

REFERENCES

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

BENCHMARK NO:

AutoCAD SHX Text

INITIALS

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

PREPARED UNDER THE SUPERVISION OF:

AutoCAD SHX Text

REVIEWED FOR CONSTRUCTABILITY:

AutoCAD SHX Text

BEN TOWNSEND

AutoCAD SHX Text

DAVID HYUN SONG

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SHT NAME

AutoCAD SHX Text

SHT OF 1414

AutoCAD SHX Text DESIGNED: HT DRAWN: JP CHECKED: HTHT DRAWN: JP CHECKED: HT DRAWN: JP CHECKED: HTJP CHECKED: HT CHECKED: HTHT

AutoCAD SHX Text PRINCIPAL ENGINEER R.C.E. No.C 76613 R.C.E. No.C 76613C 76613

AutoCAD SHX Text NAME R.C.E. No.49856 R.C.E. No.49856

AutoCAD SHX Text X:\2026\2026109.00-TUSTIN-WELL REHAB PROGRAM DESIGN\DWG\SHEETS\IMPROVEMENT PLANS\NEWPORT AND MAIN STREET WELL IMPROVEMENTS PLANS\2026109.00-SHT0X-ELEC NOTES, SYMBOLS & LEGEND.DWG

AutoCAD SHX Text

DAVID H. SONG

AutoCAD SHX Text

HEBER TORRES

AutoCAD SHX Text 08/05/26

E-01

Underground Service Alert of Southern California

California ● Arizona

Civil, Water, Wastewater, Drainage, and Transportation Engineering

Construction Management ● Surveying

605 Huntington Ave.

Suite 205 Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com

49856

HEBER TORRES

SI GNED

EXPIRES 9/30/2027

07-21-2

NAL ENGINEER

ATE

NO.

OFESSIO

RT I F IC

..ASUANOZI

SI GNED

) L A

I RC

SINGLE LINE DIAGRAM - NEWPORT WELL

EXISTING U.G.

277/480V, 3Ø, 4-WIRE

SERVICE FROM SCE

NEUTGND

EXISTING SERVICE METER PEDESTAL

277/480, 3-PHASE, 4-WIRE, 200A, 30kAIC SCCR, NEMA 3R

EXISTING

EXISTING VFD

EXISTING TRANSFORMER

10KVA, 480 -120/240V

SINGLE LINE DIAGRAM-DEMOLITION

EXISTING MOTOR

CONTROL CENTER

480V, 3-PHASE

100 EXISTING WELL

PUMP MOTORVFD

EXISTING LIGHTING PANEL

50A,120/240V

MAIN

LUGS

EXISTING

FEEDER

1/4 EXISTING WELL

PUMP DISCHARGE MOV

EXISTING

DISCONNECT SWITCH

600V, 30A

EXISTING U.G.

277/480V, 3Ø, 4-WIRE

SERVICE FROM SCE

NEUTGND

EXISTING

EXISTING VFD

EXISTING TRANSFORMER

10KVA, 480 -120/240V

100 EXISTING WELL

PUMP MOTORVFD

EXISTING LIGHTING PANEL

50A,120/240V

MAIN

LUGS

EXISTING

FEEDER

1/4

NEW WELL PUMP DISCHARGE

HEADER

MOV -01

FUSED DISCONNECT SWITCH

600V, 30A, NEMA 3R

DSC-1

1/4 NEW PUMP TO WASTE

MOV-02

FUSED DISCONNECT SWITCH

600V, 30A, NEMA 3R

DSC-2

P-01A 3/4"C

3- #12, #12 GND

JUNCTION BOX

JB-1

SINGLE LINE DIAGRAM - NEW WORK

EXISTING MOTOR

CONTROL CENTER

480V, 3-PHASE

NOTES:

1. CONTRACTOR TO COORDINATE WITH WATER OPERATIONS GROUP PRIOR TO

EQUIPMENT SHUTDOWN.

NOTES:

1. PROVIDE OVERCURRENT PROTECTION PER MANUFACTURER'S

RECOMMENDATIONS.

2. ALL SHORT CIRCUIT INTERRUPTING AND PROTECTIVE DEVICES SHALL HAVE A

SHORT CIRCUIT INTERRUPTING RATING THAT IS EQUAL TO OR GREATER THAN

THE AVAILABLE SHORT CIRCUIT AMPS ON THE BUS.KEY NOTES:

REMOVE EXISTING MOV AND ASSOCIATED DISCONNECT SWITCH; REMOVE

ABOVE-GRADE CONDUIT. BELOW-GRADE CONDUIT TO BE RE-UTILIZED TO

RE-FEED NEW MOV'S IN NEXT PHASE OF WORK. CONTRACTOR TO REMOVE

EXISTING CONDUCTORS THAT EXTEND FROM MCC TO EXISTING MOV DISCONNECT

SWITCH.

CONTRACTOR TO MANDREL EXISTING CONDUIT TO ENSURE THAT IT IS VIABLE

PRIOR TO PULLING NEW CONDUCTORS.

300A

P-01 EXISTING

3-#12, #12 GND

1 2

EXISTING SERVICE METER PEDESTAL

277/480, 3-PHASE, 4-WIRE, 200A, 30kAIC SCCR, NEMA 3R

300A

P-01 EXISTING

3-#12, #12 GND

P-01B 3/4"C

3- #12, #12 GND

P-01D 3/4"C

3- #12, #12 GND

P-01C 3/4"C

3- #12, #12 GND

KEY NOTES:

CONTRACTOR TO MANDREL EXISTING CONDUIT TO ENSURE THAT IT IS VIABLE

PRIOR TO PULLING NEW 3-#12, #12 GND CONDUCTORS. CONTRACTOR TO INSTALL

NEW 1" BELOW-GRADE CONDUITS.

CONTRACTOR TO PROVIDE SEPARATE BID ITEM THAT INCLUDES TRENCHING AND

THE INSTALLATION OF NEW BELOW-GRADE 1-INCH POWER CONDUIT, IN THE

EVENT THAT EXISTING CONDUIT (P-01) CANNOT BE RE-UTILIZED.

Docusign Envelope ID: ADAE10EA-5CCE-853E-835F-75D380A049BE

AutoCAD SHX Text

CITY OF TUSTIN

AutoCAD SHX Text www.DigAlert.org

AutoCAD SHX Text

TWO WORKING DAYS BEFORE YOU DIG

AutoCAD SHX Text

NOTICE TO CONTRACTOR

AutoCAD SHX Text Know what's

AutoCAD SHX Text below.

AutoCAD SHX Text before you dig.

AutoCAD SHX Text Call

AutoCAD SHX Text PROJ. No. 2026109.002026109.00

AutoCAD SHX Text

MAIN ST WELL 3 & NEWPORT WELL 3 IMPROVEMENTS PROJECT

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

REFERENCES

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

BENCHMARK NO:

AutoCAD SHX Text

INITIALS

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

PREPARED UNDER THE SUPERVISION OF:

AutoCAD SHX Text

REVIEWED FOR CONSTRUCTABILITY:

AutoCAD SHX Text

BEN TOWNSEND

AutoCAD SHX Text

DAVID HYUN SONG

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SHT NAME

AutoCAD SHX Text

SHT OF 1414

AutoCAD SHX Text DESIGNED: HT DRAWN: JP CHECKED: HTHT DRAWN: JP CHECKED: HT DRAWN: JP CHECKED: HTJP CHECKED: HT CHECKED: HTHT

AutoCAD SHX Text PRINCIPAL ENGINEER R.C.E. No.C 76613 R.C.E. No.C 76613C 76613

AutoCAD SHX Text NAME R.C.E. No.49856 R.C.E. No.49856

AutoCAD SHX Text X:\2026\2026109.00-TUSTIN-WELL REHAB PROGRAM DESIGN\DWG\SHEETS\IMPROVEMENT PLANS\NEWPORT AND MAIN STREET WELL IMPROVEMENTS PLANS\2026109.00-SHT0X-SINGLE LINE DIAGRAM - NEWPORT WELL.DWG

AutoCAD SHX Text

DAVID H. SONG

AutoCAD SHX Text

HEBER TORRES

AutoCAD SHX Text 08/05/26

AutoCAD SHX Text E-02

AutoCAD SHX Text 2P

AutoCAD SHX Text 3P

AutoCAD SHX Text 2P

AutoCAD SHX Text 3P

EXISTING PANEL SCHEDULE

of Southern California

California ● Arizona

Civil, Water, Wastewater, Drainage, and Transportation Engineering

Construction Management ● Surveying

605 Huntington Ave.

Suite 205 Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com

49856

HEBER TORRES

SI GNED

EXPIRES 9/30/2027

07-21-2

NAL ENGINEER

ATE

NO.

OFESSIO

RT I F IC

..ASUANOZI

SI GNED

) L A

I RC

ELECTRICAL SCHEDULES - NEWPORT WELL

Docusign Envelope ID: ADAE10EA-5CCE-853E-835F-75D380A049BE

AutoCAD SHX Text

CITY OF TUSTIN

AutoCAD SHX Text www.DigAlert.org

AutoCAD SHX Text

TWO WORKING DAYS BEFORE YOU DIG

AutoCAD SHX Text

NOTICE TO CONTRACTOR

AutoCAD SHX Text Know what's

AutoCAD SHX Text below.

AutoCAD SHX Text before you dig.

AutoCAD SHX Text Call

AutoCAD SHX Text PROJ. No. 2026109.002026109.00

AutoCAD SHX Text

MAIN ST WELL 3 & NEWPORT WELL 3 IMPROVEMENTS PROJECT

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

REFERENCES

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

BENCHMARK NO:

AutoCAD SHX Text

INITIALS

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

PREPARED UNDER THE SUPERVISION OF:

AutoCAD SHX Text

REVIEWED FOR CONSTRUCTABILITY:

AutoCAD SHX Text

BEN TOWNSEND

AutoCAD SHX Text

DAVID HYUN SONG

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SHT NAME

AutoCAD SHX Text

SHT OF 1414

AutoCAD SHX Text DESIGNED: HT DRAWN: JP CHECKED: HTHT DRAWN: JP CHECKED: HT DRAWN: JP CHECKED: HTJP CHECKED: HT CHECKED: HTHT

AutoCAD SHX Text PRINCIPAL ENGINEER R.C.E. No.C 76613 R.C.E. No.C 76613C 76613

AutoCAD SHX Text NAME R.C.E. No.49856 R.C.E. No.49856

AutoCAD SHX Text X:\2026\2026109.00-TUSTIN-WELL REHAB PROGRAM DESIGN\DWG\SHEETS\IMPROVEMENT PLANS\NEWPORT AND MAIN STREET WELL IMPROVEMENTS PLANS\2026109.00-SHT0X-ELEC SCHEDULES - NEWPORT WELL.DWG

AutoCAD SHX Text

DAVID H. SONG

AutoCAD SHX Text

HEBER TORRES

AutoCAD SHX Text 08/05/26

E-03

(158)

(158) (158)

SCALE: 1"=

2' 1'

2' 4'ELECTRICAL POWER PLAN - DEMOLITION

Underground Service Alert of Southern California

California ● Arizona

Civil, Water, Wastewater, Drainage, and Transportation Engineering

Construction Management ● Surveying

605 Huntington Ave.

Suite 205 Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com

49856

HEBER TORRES

SI GNED

EXPIRES 9/30/2027

07-21-2

NAL ENGINEER

ATE

NO.

OFESSIO

RT I F IC

..ASUANOZI

SI GNED

) L A

I RC

ELECTRICAL POWER PLAN -DEMO- NEWPORT WELL

EXISTING SERVICE

METER PEDESTAL

EXISTING UTILITY

TRANSFORMER

EXISTING MOV

EXISTING DISCONNECT

SWITCH

EXISTING MOV

CONTROL PANEL

EXISTING PROPELLER

FLOWMETER

EXISTING CLA VAL

EXISTING

WELL PUMP MOTOR

EXISTING CLA VAL

LOCAL CONTROL PANEL

EXISTING CONTROL

PUSH BUTTON

EXISTING AMETEK

DISPLAY PANEL

EXISTING

RIO PANEL

EXISTING

WELL PUMP VFD

EXISTING

MOTOR CONTROL CENTER

KEY NOTES:

REMOVE EXISTING MOV, MOV CONTROL PANEL, AND ASSOCIATED DISCONNECT

SWITCH. REMOVE ABOVE-GRADE CONDUIT; EXISTING BELOW-GRADE 480V

POWER CONDUIT THAT EXTENDS TO MCC TO BE RE-UTILIZED TO RE-FEED NEW

MOV'S (MOV-01 AND MOV-02) IN NEXT PHASE OF WORK.

REMOVE EXISTING FLOWMETER AND ANALOG SIGNAL WIRING BACK TO THE

REMOTE IO PANEL. REMOVE ABOVE-GRADE CONDUIT. EXISTING BELOW-GRADE

CONDUIT AT THIS LOCATION TO BE UTILIZED TO ROUTE ANALOG SIGNAL WIRING

ASSOCIATED WITH NEW FLOWMETER (FIT-01) IN NEXT PHASE OF WORK.

REMOVE EXISTING CLA-VAL AND ASSOCIATED CONTROL WIRING BACK TO

REMOTE IO PANEL. REMOVE ABOVE GRADE LIQUID-TIGHT FLEXIBLE CONDUIT.

BELOW-GRADE CONTROL CONDUIT TO BE RE-UTILIZED TO ROUTE NEW CONTROL

CONDUCTORS ASSOCIATED WITH MOV'S IN NEXT PHASE OF WORK.

REMOVE EXISTING CLA-VAL LOCAL CONTROL PANELS. REMOVE ABOVE-GRADE

CONDUIT. BELOW-GRADE CONTROL CONDUIT TO BE RE-UTILIZED TO ROUTE

ANALOG WIRING ASSOCIATED WITH NEW FLOWMETERS IN NEXT PHASE OF WORK.

R…

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File details come from the government source that posted it. Updated Aug 12, 2026.