Plans_Texico Brown Well_9-26-2025.pdf

Las Cruces

Santa Fe

Albuquerque

Socorro

Taos

Site

COVER SHEETAND INDEX

TEXICO BROWN WELL IMPROVEMENTS

SITE MAP

NTS

VICINITY MAP

NTS

REVISION

GENERAL

1 G-1 COVER SHEET AND INDEX 0

2 G-2 GENERAL NOTES AND LEGEND 0

CIVIL

3 C-1 OVERALL SITE PLAN 0

4 C-2 DEMOLITION PLAN 0

5 C-3 DISINFECTION SYSTEM AND ENCLOSURE 0

6 C-4 CIVIL DETAILS 1 0

ELECTRICAL

7 E-1 ELECTRICAL NOTES AND LEGEND 0

8 E-2 ELECTRICAL PLANS 0

9 E-3 POWER RISER AND PANEL SCHEDULE 0

10 E-4 ELECTRICAL DETAILS 0

SITE MAP

NTS

VICINITY MAP

NTS

TEXICO, NEW MEXICO

PREPARED FOR CURRY COUNTY

CLOVIS, NEW MEXICO

TEXICO BROWN WELL

809 ANDERSON ST

TEXICO, NM 88135

INDEX OF DRAWINGS

G-1

REV. NO. DATE DESCRIPTION APPROVED BY

JOB NO.

SHT.

DWG NO.

DB25.1018

TEXICO BROWN WELL

IMPROVEMENTS

TEXICO, NM

CURRY COUNTY

CLOVIS, NM

9/26/2025

NA

JB

JH

NA

800-933-3105 www.dbstephens.com

CENTERLINE

PROFILE DRAWINGS, AND INDICATE APPROXIMATE LOCATION ONLY.

NOTE: SYMBOLS ARE NOT SHOWN TO SCALE ON PLAN OR

EXISTING POWER POLE

EXISTING SIGN

EXISTING ELECTRICAL BOX

GUY WIRE

EXISTING WATER VALVE

ABBREVIATIONS:

LEGEND:

SEE NOTE 1

SHEETS, ALL SHEETS SHOULD BE LISTED TO THE OUTSIDE RIGHT OF THE DETAIL-

2. IF THE SECTION, DETAIL, SCHEMATIC, OR DIAGRAM IS REFERENCED ON MULTIPLE

1. IF SECTION, DETAIL, SCHEMATIC, OR DIAGRAM IS DRAWN ON THE SAME SHEET

THAT IT IS TAKEN FROM, THE SHEET NUMBER SHALL BE REPLACED WITH A HYPHEN.

NOTES:

TITLE BUBBLE, AND SEPARATED WITH A COMMA.

SEE NOTES 1&2

EXIST WIRE FENCE

EXIST CHAIN LINK FENCE

SURVEY MONUMENT

EXISTING STRUCTURE

DEPRESSION CONTOUR

EXISTING CONTOUR LINE

SPOT ELEVATION (FT MSL)

AND ELEVATION DESIGNATION

XX

MISCELLANEOUS SYMBOLS:

(PREVIOUS PROJECT)

EXISTING MANHOLE

GENERAL CONSTRUCTION NOTES:

A. ALL WORK ON THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE

FEDERAL, STATE AND LOCAL LAWS, ORDINANCES, AND REGULATIONS CONCERNING

CONSTRUCTION SAFETY AND HEALTH.

B. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS

AND APPROVALS OF LIKE KIND PRIOR TO START OF CONSTRUCTION.

C. PROJECT DOCUMENTS CONSIST OF THESE DRAWINGS, PROJECT SPECIFICATIONS, PROJECT

CONTRACTS, AND ANY AND ALL SUBSEQUENT EXECUTED PROJECT DOCUMENTATION ISSUED AS,

OR WITH, CHANGE ORDERS, AND RFI'S (REQUEST FOR INFORMATION.) THE CONTRACTOR SHALL

REVIEW ALL PROJECT DOCUMENTS AND VERIFY ALL DIMENSIONS, QUANTITIES, AND FIELD

CONDITIONS. ANY CONFLICTS OR OMISSIONS WITH THE DOCUMENTS SHALL BE REPORTED TO

THE ENGINEER/PROJECT MANAGER FOR CLARIFICATION PRIOR TO PERFORMANCE OF ANY WORK

IN QUESTION. IN THE EVENT THE CONTRACTOR DOES NOT NOTIFY THE ENGINEER/PROJECT

MANAGER, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY AND ANY AND ALL EXPENSE FOR

ANY REVISIONS NECESSARY OR CORRECTIONAL WORK REQUIRED.

D. THE LOCATION OF BURIED UTILITIES ARE BASED UPON INFORMATION PROVIDED TO THE

ENGINEER BY OTHERS AND MAY NOT REFLECT ACTUAL FIELD CONDITIONS. EXISTING BURIED

UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE

CONTRACTOR SHALL USE ANY MEANS APPROVED BY THE ENGINEER/PROJECT MANAGER TO

LOCATE UNDERGROUND UTILITIES INCLUDING, BUT NOT LIMITED TO, ELECTRONIC LOCATING

EQUIPMENT AND/OR POT HOLING. ANY DAMAGE TO ANY OTHER UTILITIES AND/OR COLLATERAL

DAMAGE CAUSED BY THE CONTRACTOR SHALL BE THE FULL RESPONSIBILITY OF THE

CONTRACTOR.

E. EXISTING FENCING THAT IS NOT DESIGNATED FOR REMOVAL SHALL NOT BE DISTURBED. ANY

FENCING THAT IS DISTURBED OR ALTERED BY THE CONTRACTOR SHALL BE RESTORED TO ITS

ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. IF THE CONTRACTOR DESIRES TO

REMOVE FENCING TO ACCOMMODATE CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL

OBTAIN THE OWNER'S WRITTEN PERMISSION BEFORE FENCE IS REMOVED. CONTRACTOR SHALL

RESTORE THE FENCE TO ITS ORIGINAL CONDITION AT THE EARLIEST OPPORTUNITY TO THE

SATISFACTION OF THE OWNER. WHILE ANY FENCING IS REMOVED, THE CONTRACTOR SHALL BE

SOLELY RESPONSIBLE FOR SECURITY OF THE SITE UNTIL THE FENCE IS RESTORED.

F. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL CLEAN AND PICK UP THE WORK AREA TO THE SATISFACTION OF THE ENGINEER/PROJECT MANAGER. AT NO TIME SHALL THE WORK BE

LEFT IN A MANNER THAT COULD ENDANGER THE WORKERS OR THE PUBLIC.

G. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO PROJECT SPECIFICATIONS AND PLANS, AS AMENDED AND REVISED BY THE ENGINEER. ALL INSTALLATION DETAILS ARE TYPICAL AND

MAY BE CHANGED TO BETTER FIT EXISTING LOCAL CONDITIONS UPON APPROVAL BY THE

ENGINEER.

H. ONLY THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY OF ALL WORK. ALL WORK,

INCLUDING WORK WITHIN TRENCHES, SHALL BE IN ACCORDANCE WITH THE OCCUPATIONAL

SAFETY AND HEALTH ACT (OSHA).

I. THE CONTRACTOR SHALL NOT INSTALL ITEMS AS SHOWN ON THESE PLANS WHEN IT IS OBVIOUS THAT FIELD CONDITIONS ARE DIFFERENT THAN SHOWN IN THE PLANS. SUCH CONDITIONS SHALL

BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN A TIMELY MANNER. IN THE EVENT THE

CONTRACTOR DOES NOT NOTIFY THE ENGINEER IN A TIMELY MANNER, THE CONTRACTOR

ASSUMES FULL RESPONSIBILITY AND EXPENSE FOR ANY REVISIONS NECESSARY, INCLUDING

ENGINEERING DESIGN FEES.

J. EXISTING SITE IMPROVEMENTS WHICH ARE DAMAGED OR DISPLACED BY THE CONTRACTOR

SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

REPAIRS SHALL BE APPROVED BY THE OWNER PRIOR TO CONSTRUCTION OF THE REPAIRS.

REPAIRS SHALL BE ACCEPTED BY THE OWNER PRIOR TO FINAL PAYMENT.

WORK WITHIN ADJACENT RIGHT-OF-WAY

K. PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES WITHIN ADJACENT RIGHT-OF-WAYS OR

WITHIN PROPERTY NOT OWNED BY THE OWNER OF THE PROJECT SITE, THE CONTRACTOR SHALL

ASSURE THAT ALL PERMITS AND PERMISSIONS REQUIRED HAVE BEEN OBTAINED IN WRITING.

SURVEY MONUMENTS, PROPERTY CORNERS, BENCHMARKS

L. THE CONTRACTOR SHALL NOTIFY THE OWNER AT LEAST SEVEN (7) DAYS BEFORE BEGINNING

ANY CONSTRUCTION ACTIVITY THAT COULD DAMAGE OR DISPLACE SURVEY MONUMENTS,

PROPERTY CORNERS, OR PROJECT BENCHMARKS SO THESE ITEMS MAY BE RELOCATED.

M. ANY SURVEY MONUMENTS, PROPERTY CORNERS, OR BENCHMARKS THAT ARE NOT IDENTIFIED

FOR RELOCATION ARE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESERVE AND PROTECT,

RELOCATION OR REPLACEMENT OF THESE ITEMS SHALL BE DONE BY THE OWNER'S SURVEYOR

AT THE EXPENSE OF THE CONTRACTOR.

DESIGN SURVEY

N. DESIGN SURVEY NOT COMPLETED FOR THIS PROJECT. IF FIELD CONDITIONS DIFFER

SIGNIFICANTLY FROM THE DESIGN, THE CONTRACTOR SHOULD NOTIFY THE ENGINEER BEFORE

PROCEEDING WITH WORK.

PAVEMENT

O. WHEN ABUTTING NEW PAVEMENT TO EXISTING PAVEMENT, CUT EXISTING PAVEMENT EDGE TO A

NEAT, STRAIGHT LINE AS NECESSARY TO REMOVE ANY BROKEN OR CRACKED PAVEMENT AND

MATCH NEW PAVEMENT ELEVATION TO EXISTING.

P. ALL UTILITIES AND UTILITY SERVICE LINES SHALL BE INSTALLED AND APPROVED PRIOR TO

PAVING.

CONSTRUCTION LIMITS

Q. STAGING AREAS MUST BE APPROVED BY OWNER PRIOR TO USE.

UTILITIES

UTILITY LINES, PIPELINES, OR UNDERGROUND UTILITY LINES SHOWN ON THESE DRAWINGS ARE

SHOWN IN AN APPROXIMATE LOCATION ONLY BASED ON THE INFORMATION PROVIDED TO THE

ENGINEER BY OTHERS. THIS INFORMATION MAY BE INACCURATE OR INCOMPLETE. ADDITIONALLY, UNDERGROUND LINES MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL VERIFY THE

LOCATION OF ANY UTILITY LINE, PIPELINE, OR UNDERGROUND UTILITY LINE IN OR NEAR THE AREA OF

THE WORK IN ACCORDANCE WITH LOCAL REGULATIONS

R. THE CONTRACTOR SHALL CONTACT THE STATEWIDE UTILITY LOCATOR SERVICE AT 811 AT LEAST

FIVE WORKING DAYS BEFORE BEGINNING CONSTRUCTION. AFTER THE UTILITIES ARE SPOTTED, THE CONTRACTOR SHALL EXPOSE ALL PERTINENT UTILITIES TO VERIFY THEIR VERTICAL AND

HORIZONTAL LOCATION. IF A CONFLICT EXISTS BETWEEN EXISTING UTILITIES AND PROPOSED

CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SO THAT THE CONFLICT CAN

BE RESOLVED WITH MINIMAL DELAY.

S. THE CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID DISTURBING ANY EXISTING UTILITIES, ABOVE OR BELOW GROUND. UTILITIES THAT ARE DAMAGED BY CARELESS CONSTRUCTION

SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE.

T. THE CONTRACTOR SHALL COORDINATE ANY REQUIRED UTILITY INTERRUPTIONS WITH THE

OWNER AND AFFECTED UTILITY COMPANY A MINIMUM OF FIVE (5) WORKING DAYS BEFORE THE

INTERRUPTION.

U. THE CONTRACTOR SHALL MAINTAIN A RECORD DRAWING SET OF PLANS AND PROMPTLY LOCATE ALL UTILITIES, EXISTING OR NEW, IN THEIR CORRECT LOCATION, HORIZONTAL AND VERTICAL.

THIS RECORD SET OF DRAWINGS SHALL BE MAINTAINED ON THE PROJECT SITE AND SHALL BE

AVAILABLE TO THE OWNER AND ENGINEER AT ANY TIME DURING CONSTRUCTION. RECORD

INFORMATION SHALL INCLUDE HORIZONTAL AND VERTICAL COORDINATE CALLOUTS, LINE SIZES, LINE TYPES, BURIAL DEPTHS, AND ALL OTHER PERTINENT INSTALLATION INFORMATION. IN

ADDITION ALL ITEMS THAT ARE INSTALLED EXACTLY AS DESIGNED SHALL BE NOTED AS SUCH.

EROSION CONTROL, ENVIRONMENTAL PROTECTION, AND STORM WATER POLLUTION PREVENTION

PLAN

V. THE CONTRACTOR SHALL CONFORM TO ALL CURRY COUNTY, STATE OF NEW MEXICO, AND

FEDERAL DUST AND EROSION CONTROL REGULATIONS. THE CONTRACTOR SHALL PREPARE AND

OBTAIN ANY DUST CONTROL OR EROSION CONTROL PERMITS FROM THE APPROPRIATE

REGULATORY AGENCIES.

W. THE CONTRACTOR SHALL PROMPTLY REMOVE OR STABILIZE ANY MATERIAL EXCAVATED WITHIN

THE RIGHT-OF-WAY OR ADJACENT PROPERTY TO KEEP IT FROM WASHING OFF THE PROJECT

SITE.

X. THE CONTRACTOR SHALL ENSURE THAT NO SOIL ERODES FROM THE SITE ONTO ADJACENT

PROPERTY BY CONSTRUCTION OF TEMPORARY EROSION CONTROL BERMS OR INSTALLING SILT

FENCES AT THE PROPERTY LINES (OR LIMITS OF CONSTRUCTION WHERE DESIGNATED) AND

WETTING SOIL TO PREVENT IT FROM BLOWING.

Y. WATERING, AS REQUIRED FOR CONSTRUCTION DUST CONTROL, SHALL BE CONSIDERED

INCIDENTAL TO CONSTRUCTION AND NO MEASUREMENT OR PAYMENT SHALL BE MADE.

CONSTRUCTION AREAS SHALL BE WATERED FOR DUST CONTROL IN COMPLIANCE WITH CITY,

COUNTY AND STATE ORDINANCES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATING WITH THE VILLAGES, FOR AVAILABILITY AND USE OF WATER. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR SUPPLYING ALL EQUIPMENT AND MATERIALS NECESSARY FOR

OBTAINING, METERING, AND PAYING FOR WATER.

Z. THE CONTRACTOR SHALL PROPERLY HANDLE AND DISPOSE OF ALL ASPHALT AND CONCRETE

REMOVED ON THE PROJECT BY HAULING TO AN APPROVED DISPOSAL SITE IN ACCORDANCE

WITH THE REQUIREMENTS OF CURRY COUNTY AND NMDOT.

AA. ALL WASTE PRODUCTS FROM THE CONSTRUCTION SITE, INCLUDING ITEMS DESIGNED FOR

REMOVAL, CONSTRUCTION WASTE, CONSTRUCTION EQUIPMENT WASTE PRODUCTS (OIL, GAS,

TIRES, ETC.), DRILLING MUD AND WATER, GARBAGE, GRUBBING, EXCESS CUT MATERIAL,

VEGETATIVE DEBRIS, ETC. SHALL BE APPROPRIATELY DISPOSED OF OFFSITE AT NO ADDITIONAL

COST TO THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY

PERMITS REQUIRED FOR HAUL OR DISPOSAL OF WASTE PRODUCTS. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE WASTE DISPOSAL SITE COMPLIES WITH

APPROPRIATE REGULATIONS REGARDING THE ENVIRONMENT, ENDANGERED SPECIES, AND

ARCHAEOLOGICAL RESOURCES.

AB. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEANUP AND REPORTING OF SPILLS OF

HAZARDOUS MATERIALS ASSOCIATED WITH THE CONSTRUCTION SITE. HAZARDOUS MATERIALS

INCLUDES GASOLINE, DIESEL FUEL, MOTOR OIL, SOLVENTS, CHEMICALS, PAINT, ETC. WHICH MAY

BE A THREAT TO THE ENVIRONMENT. THE CONTRACTOR SHALL REPORT THE DISCOVERY OF

PAST OR PRESENT SPILLS TO THE NEW MEXICO HAZARDOUS WASTE BUREAU AT 1-505-476-6000

AND THE ENGINEER.

AC. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REGULATIONS CONCERNING SURFACE

AND UNDERGROUND WATER. CONTACT WITH SURFACE WATER BY CONSTRUCTION EQUIPMENT

AND PERSONNEL SHALL BE MINIMIZED. EQUIPMENT MAINTENANCE AND REFUELING OPERATIONS

SHALL BE PERFORMED IN AN ENVIRONMENTALLY SAFE MANNER IN COMPLIANCE WITH CITY,

COUNTY, STATE, AND EPA REGULATIONS.

AD. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REGULATIONS CONCERNING

CONSTRUCTION NOISE AND HOURS OF OPERATION AS STATED IN THE SPECIFICATIONS OR

IMPOSED BY THE OWNER, CITY OR COUNTY AUTHORITIES.

EXISTING WOOD FENCE

EXISTING WATER LINE

EXISTING SANITARY SEWER LINE

EXISTING NATURAL GAS LINE

EXISTING TELEPHONE LINE

Ø NOMINAL DIAMETER

ARV AIR RELIEF VALVE

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

C-C CENTER TO CENTER

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CS CARBON STEEL

DI DUCTILE IRON

DIA DIAMETER

DW DRIVEWAY

E EASTING

EA EACH

EL ELBOW

EOP EDGE OF PAVEMENT

EXIST EXISTING

FH FLUSH HYDRANT

FT FEET

FT MSL FEET ABOVE MEAN SEA LEVEL

H HEIGHT

HDPE HIGH DENSITY POLYETHYLENE

HOR HORIZONTAL

INV INVERT ELEVATION

LB POUND

LF LINEAR FEET

MAX MAXIMUM

MIN MINIMUM

MSL MEAN SEA LEVEL

N NORTHING

N/A NOT APPLICABLE

NMAC NEW MEXICO ADMINISTRATIVE CODE

NMDOT NEW MEXICO DEPARTMENT OF TRANSPORTATION

NMED NEW MEXICO ENVIRONMENT DEPARTMENT

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

P/L PROPERTY LINE

PERF PERFORATED

POT POTABLE WATER

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

RED REDUCER

ROW RIGHT OF WAY

SCH SCHEDULE

STA STATION

STD STANDARD

TBD TO BE DETERMINED

THR THREADED

TYP TYPICAL

VERT VERTICAL

W WIDTH

W/ WITH

WL WATER LINE

EXISTING POWER POLE

EXISTING LIGHT POLE

NEW WATER VALVE

EXISTING SAS CLEANOUT

EXISTING STRUCTURE

DETAIL - TITLE

LIMITS OF CONSTRUCTION BOUNDARY

X X

NEW SANITARY SEWER LINE

NEW WATER LINE

DISCHARGE WATER

NEW FIRE HYDRANT

UNDERGROUND ELECTRIC

OVERHEAD ELECTRIC

CORRUGATED METAL PIPE

PB EXISTING ELECTRIC PULL BOX

EXISTING STREET LIGHT

NEW FORCED MAIN 2" SEWER LINE LINE

REV. NO. DATE DESCRIPTION APPROVED BY

JOB NO.

SHT.

DWG NO.

DB25.1018

TEXICO BROWN WELL

IMPROVEMENTS

TEXICO, NM

CURRY COUNTY

CLOVIS, NM

9/26/2025

NA

JB

JH

NA

800-933-3105 www.dbstephens.com GENERAL NOTES AND LEGEND

G-2

TRUEBLUE

OVERALL SITE PLAN

GENERAL NOTES:

1. DESIGN SURVEY NOT COMPLETED. THE

DRAWING COORDINATES ARE IN NEW MEXICO

STATE PLANE NAD83 EAST

C-1

REV. NO. DATE DESCRIPTION APPROVED BY

JOB NO.

SHT.

DWG NO.

DB25.1018

TEXICO BROWN WELL

IMPROVEMENTS

TEXICO, NM

CURRY COUNTY

CLOVIS, NM

9/26/2025

NA

JB

JH

NA

800-933-3105 www.dbstephens.com

EXISTING OVERHEAD

ELECTRIC TO BE

REMOVED, SEE

ELECTRICAL DWGS

FOR UGE

EXISTING CMU

BLDG TO BE

DEMOLISHED

PER DWG C-2

ENCLOSURE FOR GAS

CHLORINATION SYSTEM

PER DWG C-4

EXISTING FENCE

EXISTING DOUBLE

SWING GATE

EXISTING WELL HEAD

EXISTING PIPE MANIFOLD

AN

D

ER

SO

N S

T.

CONCRETE PAD

CUT AND CAP

EXISTING DRAIN PIPE

PER DWG C-2

EXISTING CONCRETE

TO BE DEMOLISHED

PER DWG C-2

EXISTING GAS CHLORINE

PIPES TO BE REPLACED

PER DWG C-2

DEMOLITION PLAN

GENERAL NOTES:

1. ALL MATERIAL TO BE DEMOLISHED SHALL BE

DISPOSED OF OFF SITE.

2. ALL INTERNAL ELECTRICAL EQUIPMENT SHALL

BE SALVAGED BACK TO OWNER AT THE

OWNER'S DISCRETION.

3. INTERNAL ELECTRICAL DISTRIBUTION

EQUIPMENT INCLUDES, BUT NOT LIMITED TO, (3)

30 AMP DISCONNECT SWITCHES, MOTOR

STARTER, STEP DOWN TRANSFORMER,

PANELBOARD / LOADCENTER, ELECTRIC

HEATERS.

4. THE MISSION COMMUNICTION REMOTE

TERMINAL UNIT SHALL BE REMOVED AND

PROTECTED DURING DEMOLITION AND RE-

INSTALLED ON THE NEW ELECTRICAL

EQUIPMENT UNISTRUT RACK. REFER TO

ELECTRICAL DRAWINGS.

5. THE EXTERNAL 200 AMP SERVICE DISCONNECT

SWITCH SHALL BE SALVAGED BACK TO THE

OWNER AT THE OWNER'S DISCRETION.

6. THE EXISTING METER SOCKET SHALL BE

REMOVED AND PROTECTED DURING

DEMOLITION AND RE-INSTALLED ON THE NEW

ELECTRICAL EQUIPMENT UNISTRUT RACK.

REFER TO ELECTRICAL DRAWINGS.

C-2

REV. NO. DATE DESCRIPTION APPROVED BY

JOB NO.

SHT.

DWG NO.

DB25.1018

TEXICO BROWN WELL

IMPROVEMENTS

TEXICO, NM

CURRY COUNTY

CLOVIS, NM

9/26/2025

NA

JB

JH

NA

800-933-3105 www.dbstephens.com

EXISTING PIPE MAINFOLD AND

WELL HEAD TO REMAIN

KEY NOTES:

DEMO OVERHEAD ELECTRIC, WEATHERHEAD,

AND DISCONNECT

DEMO EXISTING CMU BUILDING AND CONCRETE

FOUNDATION

DEMO EXISTING CONCRETE

CUT AND CAP EXISTING DRAIN PIPE

REMOVE EXISTING GAS CHLORINE INLET/

OUTLET PIPES

DEMO ALL INTERNAL PLUMBING, ELECTRICAL,

AND MECHANICAL

12.00' 16.00' 4.00'

10.66'

4.00'10.67'17.40'

EXISTING CONCRETE

EXISTING CONCRETE

EXISTING CMU BUILDING

TRUEBLUE

3/8" Vacuum Tubing

Cylinder Chain

3/8" Vent Tubing

Series 300 Series 300

SN

Al ar m (R el ay

SN

R ea di ng

(4 -2

0m A)

NET #1 = 1234

NET #2 = 5678

Sch.80 PVC

Supply Water

TRUEBLUE

Chlorine Solution

3/8" Vacuum Tubing

3/8" Vacuum Tubing

DISINFECTION SYSTEM AND ENCLOSURE

GENERAL NOTES:

1. MINIMUM PIPE BURIAL 3' TO TOP OF PIPE

KEY NOTES:

VRH-CP2 SERIES 300 VACUUM REGULATOR (UP

TO 10 PPD CI2)

SCALE INDICATOR

SP-100 SWITCHOVER MODULE

RM-401 3" GAS FLOW METER (10 PPD CI2)

EJ-1000 EJECTOR WITH #3 NOZZLE

WIA-PVC-075-BV 34" WATER INLET ASSEMBLY W/

Y-STRAINER, 0-160# PRESSURE GAUGE AND

TUBV

PGL-200-EW DIAGRAM PROTECTED PRESSURE

GAUGE, 2.5" DIAL, 100 PSI

CS-111-PVC 1" CORPORATION STOP ASSEMBLY

W/ PVC SOLUTION WETTED PARTS

GA-180 GAS ALARM MONITOR

EMERGENCY SHUTOFF CONTROLLER

150 LBS. UPRIGHT CHLORINE CYLINDER

BOOSTER PUMP

RECONNECT INLET/ OUTLET PIPES TO EXISTING

PIPE MANIFOLD

SCALE PAD

CHLORINE GAS SENSOR

EMERGENCY SHUTOFF CONTROLLER

CONCRETE FOUNDATION PER DET 3, DWG C-4

C-3

REV. NO. DATE DESCRIPTION APPROVED BY

JOB NO.

SHT.

DWG NO.

DB25.1018

TEXICO BROWN WELL

IMPROVEMENTS

TEXICO, NM

CURRY COUNTY

CLOVIS, NM

9/26/2025

NA

JB

JH

NA

800-933-3105 www.dbstephens.com

DISINFECTION SYSTEM SCHEMATIC 2

TREATMENT SYSTEM FLOOR PLAN 1

INLETOUTLET

4.00'

0.50'

0.50'

0.50'

0.50'

7.00'

3" TYP

4 SIDES

7/16"Ø HOLE (REF)

TYP.

2X @ 4'-0" OC

5'-8" LONG

12"CC

3" 4"

2" FLAT

@ PEAK

6'-0"

7'-0"

7'-6"

2" FLAT @ PEAK

6"

TYP.

6"

TYP.

7/16"Ø HOLE

@ 12" CENTERS R. TYP.

6'-0"

39"

30" DOOR 21"

12"12"

2 38" 1 34"

8"

4"

16"

16"

8"

4"

16"

1 58"

16"

16"

16"

8"

NTS

NTS

NTS

TYP.

TYP.

C J

CJ

TYP.

TYP.

1' - 4"

6"

#4 @ 12" O.C. EA WAY

1'

6" M

IN

(3) #4 T&B

(2) #4 CONT.

#4 TIES @ 24" O.C.

SLOPE GRADE AWAY

FROM BLDG MIN. 15'-0"

CONT. 1" NON SHRINK GROUT

3/4" CHAMFER TYP.

C

LR3"

4000 PSI AIR

ENTRAINED

CONCRETE

SEE DTL FOR REINF.

D

TL

SE

E

NOTE:

PROVIDE 1/8" WIDE x

1/3 DEPTH OF SLAB

CONTROL JOINTS.

CONTRACTOR IS TO

SAW JOINT WITHIN 7

HOURS OF POURING

SLAB.

SEE DTL FOR REINF.

D

TL

SE

E

PROVIDE TOOLED

CONTROL JOINTS.

TOOLED JOINT

SAWN JOINT

1. CONTRACTOR CAN USE EITHER, SAWN OR TOOLED JOINT

2. TROWEL OUT ROLLER MARKS AFTER TOOLING.

3. SEE PLAN FOR LOCATION AND QUANTITY.

10.50'

7.00'

SECURE BUILDING PER

MANUFACTURER'S

RECOMENDATIONS

REV. NO. DATE DESCRIPTION APPROVED BY

CIVIL DETAILS 1

GENERAL NOTES:

1. NO GEOTECHNICHAL ENGINEERING REPORT

PROVIDED, CONTRACTOR RESPONSIBLE FOR

OVEREXCAVATION, SUITABLE BACKFILL PER

SPECIFICATIONS, AND COMPACTION OF 95

PERCENT OF STANDARD PROCTOR.

800-933-3105 www.dbstephens.com

C-4

REV. NO. DATE DESCRIPTION APPROVED BY

JOB NO.

SHT.

DWG NO.

DB25.1018

TEXICO BROWN WELL

IMPROVEMENTS

TEXICO, NM

CURRY COUNTY

CLOVIS, NM

9/26/2025

NA

JB

JH

NA

800-933-3105 www.dbstephens.com

KEY NOTES:

SHELTER - ONE PIECE MOLDED FIBERGLASS

CONSTRUCTION - WHITE

INSULATION - 4' X 8' SHEET - 1" THK RIGID

POLYISOCYANURATE FOAM

LINEAR FEET - FLOOR GASKET- 4" X

3/8"NEOPRENE SPONGE

LINEAR FEET - DOOR & FRAME

REINFORCEMENT- ENCAPSULATED

LINEAR FEET - DOOR GASKET NEOPRENE

HOLLOW BULB TRIM SEAL

POP RIVET - S.S. - #SSB6-8S

LIFTING EYE BOLT - GALVANIZED STEEL - 3/4-10

NC - BOLTED THRU

DOOR - FIBERGLASS 36" W X 76" H

PANIC HARDWARE (INTERIOR), STAINLESS

STEEL - CAL ROYAL #9800EO36

DOOR HINGE - S.S. - 2-1/2" OPWN PIANO

TYPE - 6' LG

DOOR STOP - ZINC PLATED - CHAIN & SPRING

ASSEMBLY

DOOR WINDOW - SAFETY GLASS 12" X 12" X 1/4"

W/ GASKET

MTG CHANNEL - GALV. STL. - POWER-STRUT

#PS-500

MECHANICAL LOUVRE OPEN WHEN EXHAUST FAN

IS ON, 6" DIA

EXHAUST FAN PER ELECTRICAL DRWAINGS

ONE PIECE MOLDED FIBERGLASS SHELTER

C-4

PIPE TRENCH DETAIL

C-4

CONCRETE PAD PLAN 2

C-4

C-4

C-4

C-4

PIPE TRENCH DETAIL

C-4

PERIMETER FOUNDATION SECTION 3

PIPE TRENCH DETAIL

C-4

TYPICAL SLAB/ CONTROL JOINT 4

REV. NO. DATE DESCRIPTION APPROVED BY

JOB NO.

SHT.

DWG NO.

DB25.1018

TEXICO BROWN WELL

IMPROVEMENTS

TEXICO, NM

CURRY COUNTY

CLOVIS, NM

9/26/2025

TRG/rhp

TRG/rhp

TRG/tfr

TRG/tfr 800-933-3105 www.dbstephens.com

THE RESPONSE GROUP, INC.

An Electrical Engineering Corporation 6705 Academy N.E. Suite B Albuquerque, New Mexico 87109 Phone:(505) 323-7629 Fax:(505) 323-7594 E-mail: theresponsegroup@trg-inc.net

9/2 6/2

25025

OF 10

GENERAL NOTES

SPECIFICATIONS

EXISTING UTILITIES & OBSTACLES TO WORK

SITE CONDITIONS

STAGING STORAGE & DEBRIS DISPOSAL

PHASE AND SCHEDULE

SUBMITTALS

COMMUNICATION

RECORD DRAWINGS

SITE DESIGN

T

WALL OUTLET AND SURFACE MOUNTED FIXTURE

FLUORESCENT OUTLET AND FIXTURE

SINGLE POLE SWITCH, FLUSH MOUNTED 48" A.F.F.

DUPLEX CONVENIENCE OUTLET, 18" A.F.F.

WEATHERPROOF DUPLEX CONVENIENCE OUTLET, 18" A.F.F.

DUPLEX CONVENIENCE OUTLET, GROUND FAULT CIRCUIT INTERRUPTER, 18" A.F.F.

JUNCTION BOX INSTALLED ABOVE LAY-IN CEILING WITH FLEXIBLE CONDUIT

CONNECTION TO LAY-IN FIXTURES. MAXIMUM 4'-0" LENGTH OF CONDUIT, WITH

REQUIRED CONDUCTORS ALONG WITH GREEN GROUND CONDUCTOR

JUNCTION BOX FLUSH IN WALL, HEIGHT AS INDICATED ON DRAWINGS, WITH

CONNECTION TO EQUIPMENT

CONCEALED BRANCH CIRCUIT WITH CONDUCTORS AS INDICATED. NEUTRAL, HOT,

SWITCH LEG AND GROUND RESPECTIVELY

BRANCH CIRCUIT OR CONDUIT INSTALLED UNDERGROUND OR UNDER FLOOR

HOMERUN TO PANELBOARD WITH BRANCH CIRCUIT NUMBERS INDICATED

DESCRIPTIONSYMBOL

ELECTRICAL SYMBOL LEGEND

WP

GFCI

J

J

P2-2,4

NOTES:

FIRE ALARM SMOKE AND HEAT DETECTOR, PHOTOELECTRIC TYPE, 120V AUX CONTACTS

MOTOR CONNECTION FOR FRACTIONAL HP MOTOR (1/3 HP OR LESS). PROVIDE

THERMAL OVERLOAD SWITCH (WEATHERPROOF IF OUTSIDE) ADJACENT TO MOTOR

UNLESS SWITCH IS SHOWN ELSEWHERE ON PLANS

MOTOR CONNECTION FOR MOTOR WITH HP INDICATED

DISCONNECT SWITCH, POLES AND RATING AS INDICATED OR AS REQUIRED, NEMA

3R IF INSTALLED OUTSIDE

FUSED DISCONNECT SWITCH, FUSE, POLES AND RATING AS INDICATED OR AS

REQUIRED, NEMA 3R IF INSTALLED OUTSIDE

COMBINATION MAGNETIC MOTOR CONTROLLER/DISCONNECT SWITCH. SIZE, POLES,

FUSES AND OVERLOADS PER MOTOR SERVED

MAGNETIC MOTOR CONTROLLER, SIZE AND POLES PER MOTOR SERVED

TRANSFORMER, DRY TYPE, SIZE AS INDICATED

THERMOSTAT(M), 48" A.F.F.

120V PANELBOARD, REFER TO PANEL SCHEDULE

277V PANELBOARD, REFER TO PANEL SCHEDULE

SPECIAL PURPOSE CABINET, AS INDICATED ON DRAWINGS

INTRUSION ALARM DOOR CONTACT MAGNETIC

NORMALLY OPEN CONTACT

NORMALLY CLOSED CONTACT

CONTACTOR

MOTOR OVERLOADS

RED PILOT LIGHT

GREEN PILOT LIGHT

TRANSFORMER

RELAY

SWITCH

FUSE(S)

CIRCUIT BREAKER

WEATHERPROOF (NEMA 3R)

LIGHTING FIXTURES ARE OF TYPE AS INDICATED ON LIGHT FIXTURE SCHEDULE U.N.O.

MOUNTING HEIGHTS FOR DEVICES CALLED OUT AT 18" A.F.F. ARE TO THE BOTTOM OF THE

DEVICE UNLESS OTHERWISE NOTED.

MOUNTING HEIGHTS FOR DEVICES CALLED OUT AT 48" A.F.F. ARE TO THE TOP OF THE DEVICE

UNLESS OTHERWISE NOTED.

ANY SPECIFIC DETAILS ABOVE (MOUNTING HEIGHTS, PART NUMBERS, CONNECTION

METHODS, ETC.) MAY BE MODIFIED OR REPLACED BY INFORMATION ON PLANS, SCHEDULES,

DETAILS, RISERS, ETC. DETAILS NOT SPECIFICALLY MODIFIED REMAIN AS GIVEN ABOVE.

F

OL'S

DC

T

SV SOLENOID VALVE

LIMIT SWITCHLS

PT PRESSURE TRANSMITTER

PROGRAMMABLE LOGIC CONTROLLER

REMOTE TERMINAL UNIT

THERMOSTAT

PLC

RTU

T

1. IF THERE IS A CONFLICT BETWEEN PLANS/SPECIFICATIONS AND MANUFACTURER'S RECOMMENDATIONS FOR ANY DEVICE, PART, OR MATERIAL USED IN THE PROJECT, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY IN WRITING THE

ENGINEER FOR CLARIFICATION.

2. THE CONTRACTOR SHALL FAMILIARIZE HIM/HERSELF WITH THE PLANS, AND THE SITE CONDITIONS PRIOR TO BID OPENING AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY AMBIGUITIES, CONTRADICTIONS OR IRREGULARITIES

IN THE PLANS.

3. IF, DURING BIDDING OR CONSTRUCTION, THE CONTRACTOR IS IN DOUBT AS TO THE TRUE MEANING OF ANY PART OF THE PLANS, SPECIFICATIONS, OR OTHER CONTRACT DOCUMENTS, OR DISCREPANCIES IN OR POSSIBLE OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS, THEY SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING AND REQUEST AN INTERPRETATION OF CORRECTION THEREOF. DURING THE BIDDING PROCESS AN ADDENDUM (IF NEEDED) WILL BE

ISSUED.

4. THE CONTRACT, IF AWARDED, WILL BE ON THE BASIS OF MATERIAL AND EQUIPMENT SPECIFIED OR DESCRIBED IN THE BIDDING DOCUMENTS WITHOUT CONSIDERATION OF POSSIBLE SUBSTITUTE OR "OR EQUAL" ITEMS. WHEREVER A BRAND NAME IS SPECIFIED OR DESCRIBED IN THE BIDDING DOCUMENTS A SUBSTITUTE OR "OR EQUAL" ITEM OF MATERIAL OR EQUIPMENT MAY BE FURNISHED OR USED BY CONTRACTOR IF ACCEPTABLE TO ENGINEER, APPLICATION FOR SUCH ACCEPTANCE WILL NOT BE CONSIDERED BY ENGINEER UNTIL AFTER THE EFFECTIVE DATE OF AGREEMENT. THE PROCEDURE FOR SUBMISSION OF ANY SUCH APPLICATION BY CONTRACTOR AND CONSIDERATION BY ENGINEER IS SET

FORTH IN THE GENERAL CONDITIONS.

5. THE CONTRACTOR IS RESPONSIBLE TO INSTALL ALL ITEMS DESCRIBED IN THESE PLANS IN A MANNER THAT PROTECTS THE EXISTING FACILITY. THE CONTRACTOR MUST CONTACT THE ENGINEER IMMEDIATELY IF HE IS UNABLE TO PERFORM THIS WORK WITHOUT DAMAGE TO THE EXISTING FACILITY. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING INFORMATION SHOWN ON THESE PLANS. DESIGN ELEMENTS OF THIS PROJECT WILL NOT CHANGE WITHOUT CHANGE ORDER UNLESS THE CONTRACTOR NOTIFIES THE ENGINEER IN A TIMELY MANNER REGARDING ITEMS DESCRIBED IN THIS NOTE. CHANGES IN ALIGNMENT CAUSED BY UNKNOWN OR UNANTICIPATED SITE CONDITIONS SHALL BE ACCOUNTED FOR BY THE APPROPRIATE UNIT PRICES, AS RECOMMENDED BY THE ENGINEER AND APPROVED BY THE OWNER.

6. THE EXISTENCE, CONDITION AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A CAREFUL SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THEIR LOCATING, PROTECTION OF, OR ANY DAMAGE TO THESE LINES OR STRUCTURES. THIS DOES NOT RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES

AND OBTAIN LINE SPOTS.

7. THE FOLLOWING IS A LIST OF POSSIBLE OBSTRUCTIONS AND SHALL NOT BE CONSIDERED A COMPLETE LIST OF POSSIBLE OBSTRUCTIONS: EXISTING UTILITIES, STRUCTURE, GEOTECHNICAL FEATURES, ALL CONDUIT, CABLES, PIPES, WATERLINES, SEWER LINES, GAS LINES, POWER LINES, TELEPHONE AND TELEGRAPH LINES, TREES, MONUMENTS, TRAFFIC CONTROL DEVICES AND OTHER STRUCTURES, BOTH BELOW AND ABOVE GROUND.

8. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR COSTS OF REPAIR OF ANY AND ALL DAMAGE TO ANY UTILITY (WHICH IS PREVIOUSLY KNOWN AND DISCLOSED TO HIM BY THE UTILITY OR SHOWN ON THESE PLANS) AS MAY BE CAUSED BY HIS

OPERATIONS.

9. FIVE (5) WORKING DAYS PRIOR TO ANY EXCAVATION, CONTRACTOR MUST CONTACT NEW MEXICO ONE-CALL SYSTEM, INC.

(505) 260-1990, FOR LOCATION OF EXISTING UTILITIES.

10. CONTRACTOR SHALL GIVE ALL PUBLIC AND PRIVATE UTILITY COMPANIES NOTICE AS SOON AS POSSIBLE, IN NO EVENT LESS THAN FORTY EIGHT (48) HOURS, FOR ANY WORK THAT IS UNDERSTOOD TO INTERFERE WITH THE SERVICE OF ANY EXISTING PUBLIC OR PRIVATE UTILITY. IF SUCH PUBLIC OR PRIVATE UTILITY DOES NOT COOPERATE FOR THE

PROTECTION OF ITS SERVICES, CONTRACTOR SHALL NOTIFY ENGINEER.

11. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DAMAGES TO PUBLIC OR PRIVATE PROPERTY TO THE OWNER OF THE PROPERTY INVOLVED AND TO THE ENGINEER. CONTRACTOR SHALL REPAIR OR RESTORE AT HIS OWN EXPENSE ANY DAMAGE TO PUBLIC OR PRIVATE PROPERTY, FOR WHICH THEY ARE DIRECTLY OR INDIRECTLY RESPONSIBLE, TO A CONDITION EQUAL TO THAT EXISTING BEFORE DAMAGE. CONTRACTOR SHALL PROMPTLY NOTIFY HIS INSURANCE CARRIER OF SUCH DAMAGE. IF CONTRACTOR FAILS TO GIVE SUCH NOTICE TO HIS INSURANCE CARRIER OR REFUSES TO EFFECT SUCH REPAIRS OR RESTORATION UPON RECEIPT OF NOTICE, THE ENGINEER MAY CAUSE SUCH REPAIRS OR RESTORATION AND DEDUCT THE COST THEREOF FROM MONEYS DUE, OR WHICH MAY BECOME DUE, TO THE

CONTRACTOR.

12. CONTRACTOR IS RESPONSIBLE FOR RECORDING EXISTING CONDITIONS IN ACCORDANCE WITH THE SUPPLEMENTARY CONDITIONS OF THE CONTRACT BEFORE CONSTRUCTION BEGINS. THE RECORD OF EXISTING CONDITIONS SHALL BE USED AS THE "EQUAL CONDITION BEFORE DAMAGE" IN THE EVENT OF DAMAGE TO PUBLIC OR PRIVATE PROPERTY.

CONTRACTOR FAILURE TO RECORD EXISTING CONDITIONS WILL MAKE THE OWNERS CLAIM OF "EQUAL CONDITION BEFORE DAMAGE" THE STANDARD THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING AND THE ENGINEER WILL BE IN THE POSITION OF NOT BEING ABLE TO SUPPORT THE CONTRACTOR IN THE MEDIATION OF ANY DISPUTE.

13. UTILITY LOCATION CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF LOCATION OF ALL EXISTING UTILITIES.

14. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL FACILITIES ADJACENT TO THE CONSTRUCTION AREA.

15. EPA STORM WATER DISCHARGE REGULATIONS. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE TO APPLICABLE

PORTIONS OF THE EPA STORM WATER DISCHARGE REGULATIONS.

16. UST ABATEMENT. THE CONTRACTOR SHALL USE WATERING EQUIPMENT FOR DUST POLLUTION ABATEMENT AS REQUIRED OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND

SUPPLYING WATER. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION.

17. SUBGRADE. ALL ELECTRICAL SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO 95 % OF STANDARD PROCTOR. ALL SUBGRADE AND BACKFILL SHALL BE COMPACTED IN MAXIMUM 8" LOOSE LIFTS. MOISTURE CONTENT AT THE TIME OF COMPACTION SHALL NOT EXCEED OPTIMUM OR BE LESS THAN 5 PERCENTAGE POINTS BELOW OPTIMUM.

DRIVEWAYS, APRONS, FILLETS, CURB AND GUTTER, AND OTHER CONCRETE PAVEMENT SHALL BE PLACED ON 6" OF

COMPACTED SUBGRADE.

18. RESTORE SURFACE AT TRENCH TO EXISTING CONDITIONS.

19. CONTRACTOR SHALL KEEP THE OWNER AND THE ENGINEER UPDATED WEEKLY ON THE CONSTRUCTION

SCHEDULE AND/OR PHASE SCHEDULE, AND PROGRESS TO DATE.

20. DEBRIS GENERATED BY CONSTRUCTION ACTIVITIES SHALL BE DISPOSED OF AT A PERMITTED LANDFILL OR OTHER

DULY CERTIFIED REFUSE FACILITY. THE DISPOSAL OF DEBRIS IS NOT A PAY ITEM.

21. THE CONTRACTOR SHALL PROVIDE A RECORD SKETCH ON THESE PLANS FOR THE AS-CONSTRUCTED

CONDITIONS.

22. CONTRACTOR SHALL PHASE AND SCHEDULE WORK IN SUCH A WAY AS TO PROVIDE MINIMAL POWER OUTAGES AT THE FACILITY. A PROJECT SCHEDULE SHALL BE SUBMITTED TO THE OWNER FOR REVIEW PRIOR TO ISSUANCE OF NOTICE-TO-PROCEED. CHANGES IN SCHEDULE SHALL BE PRESENTED TO OWNER AND ENGINEER AT LEAST 7 DAYS PRIOR TO PROPOSED IMPLEMENTATION. THESE SCHEDULES, SCHEMATICS AND DIAGRAMS SHALL BE UPDATED WEEKLY AS THE WORK PROGRESSES. MOST CHANGE OVER SHALL BE DONE ON WEEKENDS OR AFTER HOURS.

23. CONTRACTOR SHALL PROVIDE SUBMITTALS FOR ALL EQUIPMENT, MATERIALS, PROCESSES AND SCHEDULES AND

AS REQUESTED BY ENGINEER.

GENERAL NOTES

SPECIFICATIONS

EXISTING UTILITIES & OBSTACLES TO WORK

SITE CONDITIONS

STAGING STORAGE & DEBRIS DISPOSAL

PHASE AND SCHEDULE

SUBMITTALS

COMMUNICATION

RECORD DRAWINGS

SITE DESIGN

T

WALL OUTLET AND SURFACE MOUNTED FIXTURE

FLUORESCENT OUTLET AND FIXTURE

SINGLE POLE SWITCH, FLUSH MOUNTED 48" A.F.F.

DUPLEX CONVENIENCE OUTLET, 18" A.F.F.

WEATHERPROOF DUPLEX CONVENIENCE OUTLET, 18" A.F.F.

DUPLEX CONVENIENCE OUTLET, GROUND FAULT CIRCUIT INTERRUPTER, 18" A.F.F.

JUNCTION BOX INSTALLED ABOVE LAY-IN CEILING WITH FLEXIBLE CONDUIT

CONNECTION TO LAY-IN FIXTURES. MAXIMUM 4'-0" LENGTH OF CONDUIT, WITH

REQUIRED CONDUCTORS ALONG WITH GREEN GROUND CONDUCTOR

JUNCTION BOX FLUSH IN WALL, HEIGHT AS INDICATED ON DRAWINGS, WITH

CONNECTION TO EQUIPMENT

CONCEALED BRANCH CIRCUIT WITH CONDUCTORS AS INDICATED. NEUTRAL, HOT,

SWITCH LEG AND GROUND RESPECTIVELY

BRANCH CIRCUIT OR CONDUIT INSTALLED UNDERGROUND OR UNDER FLOOR

HOMERUN TO PANELBOARD WITH BRANCH CIRCUIT NUMBERS INDICATED

DESCRIPTIONSYMBOL

ELECTRICAL SYMBOL LEGEND

GFCI

J

J

P2-2,4

NOTES:

FIRE ALARM SMOKE AND HEAT DETECTOR, PHOTOELECTRIC TYPE, 120V AUX CONTACTS

MOTOR CONNECTION FOR FRACTIONAL HP MOTOR (1/3 HP OR LESS). PROVIDE

THERMAL OVERLOAD SWITCH (WEATHERPROOF IF OUTSIDE) ADJACENT TO MOTOR

UNLESS SWITCH IS SHOWN ELSEWHERE ON PLANS

MOTOR CONNECTION FOR MOTOR WITH HP INDICATED

DISCONNECT SWITCH, POLES AND RATING AS INDICATED OR AS REQUIRED, NEMA

3R IF INSTALLED OUTSIDE

FUSED DISCONNECT SWITCH, FUSE, POLES AND RATING AS INDICATED OR AS

REQUIRED, NEMA 3R IF INSTALLED OUTSIDE

COMBINATION MAGNETIC MOTOR CONTROLLER/DISCONNECT SWITCH. SIZE, POLES,

FUSES AND OVERLOADS PER MOTOR SERVED

MAGNETIC MOTOR CONTROLLER, SIZE AND POLES PER MOTOR SERVED

TRANSFORMER, DRY TYPE, SIZE AS INDICATED

THERMOSTAT(M), 48" A.F.F.

120V PANELBOARD, REFER TO PANEL SCHEDULE

277V PANELBOARD, REFER TO PANEL SCHEDULE

SPECIAL PURPOSE CABINET, AS INDICATED ON DRAWINGS

INTRUSION ALARM DOOR CONTACT MAGNETIC

NORMALLY OPEN CONTACT

NORMALLY CLOSED CONTACT

CONTACTOR

MOTOR OVERLOADS

RED PILOT LIGHT

GREEN PILOT LIGHT

TRANSFORMER

RELAY

SWITCH

FUSE(S)

CIRCUIT BREAKER

WEATHERPROOF (NEMA 3R)

LIGHTING FIXTURES ARE OF TYPE AS INDICATED ON LIGHT FIXTURE SCHEDULE U.N.O.

MOUNTING HEIGHTS FOR DEVICES CALLED OUT AT 18" A.F.F. ARE TO THE BOTTOM OF THE

DEVICE UNLESS OTHERWISE NOTED.

MOUNTING HEIGHTS FOR DEVICES CALLED OUT AT 48" A.F.F. ARE TO THE TOP OF THE DEVICE

UNLESS OTHERWISE NOTED.

ANY SPECIFIC DETAILS ABOVE (MOUNTING HEIGHTS, PART NUMBERS, CONNECTION

METHODS, ETC.) MAY BE MODIFIED OR REPLACED BY INFORMATION ON PLANS, SCHEDULES,

DETAILS, RISERS, ETC. DETAILS NOT SPECIFICALLY MODIFIED REMAIN AS GIVEN ABOVE.

OL'S

DC

T

SV SOLENOID VALVE

LIMIT SWITCHLS

PT PRESSURE TRANSMITTER

PROGRAMMABLE LOGIC CONTROLLER

REMOTE TERMINAL UNIT

THERMOSTAT

PLC

RTU

T

1. IF THERE IS A CONFLICT BETWEEN PLANS/SPECIFICATIONS AND MANUFACTURER'S RECOMMENDATIONS FOR ANY DEVICE, PART, OR MATERIAL USED IN THE PROJECT, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY IN WRITING THE

ENGINEER FOR CLARIFICATION.

2. THE CONTRACTOR SHALL FAMILIARIZE HIM/HERSELF WITH THE PLANS, AND THE SITE CONDITIONS PRIOR TO BID OPENING AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY AMBIGUITIES, CONTRADICTIONS OR IRREGULARITIES

IN THE PLANS.

3. IF, DURING BIDDING OR CONSTRUCTION, THE CONTRACTOR IS IN DOUBT AS TO THE TRUE MEANING OF ANY PART OF THE PLANS, SPECIFICATIONS, OR OTHER CONTRACT DOCUMENTS, OR DISCREPANCIES IN OR POSSIBLE OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS, THEY SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING AND REQUEST AN INTERPRETATION OF CORRECTION THEREOF. DURING THE BIDDING PROCESS AN ADDENDUM (IF NEEDED) WILL BE

ISSUED.

4. THE CONTRACT, IF AWARDED, WILL BE ON THE BASIS OF MATERIAL AND EQUIPMENT SPECIFIED OR DESCRIBED IN THE BIDDING DOCUMENTS WITHOUT CONSIDERATION OF POSSIBLE SUBSTITUTE OR "OR EQUAL" ITEMS. WHEREVER A BRAND NAME IS SPECIFIED OR DESCRIBED IN THE BIDDING DOCUMENTS A SUBSTITUTE OR "OR EQUAL" ITEM OF MATERIAL OR EQUIPMENT MAY BE FURNISHED OR USED BY CONTRACTOR IF ACCEPTABLE TO ENGINEER, APPLICATION FOR SUCH ACCEPTANCE WILL NOT BE CONSIDERED BY ENGINEER UNTIL AFTER THE EFFECTIVE DATE OF AGREEMENT. THE PROCEDURE FOR SUBMISSION OF ANY SUCH APPLICATION BY CONTRACTOR AND CONSIDERATION BY ENGINEER IS SET

FORTH IN THE GENERAL CONDITIONS.

5. THE CONTRACTOR IS RESPONSIBLE TO INSTALL ALL ITEMS DESCRIBED IN THESE PLANS IN A MANNER THAT PROTECTS THE EXISTING FACILITY. THE CONTRACTOR MUST CONTACT THE ENGINEER IMMEDIATELY IF HE IS UNABLE TO PERFORM THIS WORK WITHOUT DAMAGE TO THE EXISTING FACILITY. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING INFORMATION SHOWN ON THESE PLANS. DESIGN ELEMENTS OF THIS PROJECT WILL NOT CHANGE WITHOUT CHANGE ORDER UNLESS THE CONTRACTOR NOTIFIES THE ENGINEER IN A TIMELY MANNER REGARDING ITEMS DESCRIBED IN THIS NOTE. CHANGES IN ALIGNMENT CAUSED BY UNKNOWN OR UNANTICIPATED SITE CONDITIONS SHALL BE ACCOUNTED FOR BY THE APPROPRIATE UNIT PRICES, AS RECOMMENDED BY THE ENGINEER AND APPROVED BY THE OWNER.

6. THE EXISTENCE, CONDITION AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A CAREFUL SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THEIR LOCATING, PROTECTION OF, OR ANY DAMAGE TO THESE LINES OR STRUCTURES. THIS DOES NOT RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES

AND OBTAIN LINE SPOTS.

7. THE FOLLOWING IS A LIST OF POSSIBLE OBSTRUCTIONS AND SHALL NOT BE CONSIDERED A COMPLETE LIST OF POSSIBLE OBSTRUCTIONS: EXISTING UTILITIES, STRUCTURE, GEOTECHNICAL FEATURES, ALL CONDUIT, CABLES, PIPES, WATERLINES, SEWER LINES, GAS LINES, POWER LINES, TELEPHONE AND TELEGRAPH LINES, TREES, MONUMENTS, TRAFFIC CONTROL DEVICES AND OTHER STRUCTURES, BOTH BELOW AND ABOVE GROUND.

8. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR COSTS OF REPAIR OF ANY AND ALL DAMAGE TO ANY UTILITY (WHICH IS PREVIOUSLY KNOWN AND DISCLOSED TO HIM BY THE UTILITY OR SHOWN ON THESE PLANS) AS MAY BE CAUSED BY HIS

OPERATIONS.

9. FIVE (5) WORKING DAYS PRIOR TO ANY EXCAVATION, CONTRACTOR MUST CONTACT NEW MEXICO ONE-CALL SYSTEM, INC.

(505) 260-1990, FOR LOCATION OF EXISTING UTILITIES.

10. CONTRACTOR SHALL GIVE ALL PUBLIC AND PRIVATE UTILITY COMPANIES NOTICE AS SOON AS POSSIBLE, IN NO EVENT LESS THAN FORTY EIGHT (48) HOURS, FOR ANY WORK THAT IS UNDERSTOOD TO INTERFERE WITH THE SERVICE OF ANY EXISTING PUBLIC OR PRIVATE UTILITY. IF SUCH PUBLIC OR PRIVATE UTILITY DOES NOT COOPERATE FOR THE

PROTECTION OF ITS SERVICES, CONTRACTOR SHALL NOTIFY ENGINEER.

11. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DAMAGES TO PUBLIC OR PRIVATE PROPERTY TO THE OWNER OF THE PROPERTY INVOLVED AND TO THE ENGINEER. CONTRACTOR SHALL REPAIR OR RESTORE AT HIS OWN EXPENSE ANY DAMAGE TO PUBLIC OR PRIVATE PROPERTY, FOR WHICH THEY ARE DIRECTLY OR INDIRECTLY RESPONSIBLE, TO A CONDITION EQUAL TO THAT EXISTING BEFORE DAMAGE. CONTRACTOR SHALL PROMPTLY NOTIFY HIS INSURANCE CARRIER OF SUCH DAMAGE. IF CONTRACTOR FAILS TO GIVE SUCH NOTICE TO HIS INSURANCE CARRIER OR REFUSES TO EFFECT SUCH REPAIRS OR RESTORATION UPON RECEIPT OF NOTICE, THE ENGINEER MAY CAUSE SUCH REPAIRS OR RESTORATION AND DEDUCT THE COST THEREOF FROM MONEYS DUE, OR WHICH MAY BECOME DUE, TO THE

CONTRACTOR.

12. CONTRACTOR IS RESPONSIBLE FOR RECORDING EXISTING CONDITIONS IN ACCORDANCE WITH THE SUPPLEMENTARY CONDITIONS OF THE CONTRACT BEFORE CONSTRUCTION BEGINS. THE RECORD OF EXISTING CONDITIONS SHALL BE USED AS THE "EQUAL CONDITION BEFORE DAMAGE" IN THE EVENT OF DAMAGE TO PUBLIC OR PRIVATE PROPERTY.

CONTRACTOR FAILURE TO RECORD EXISTING CONDITIONS WILL MAKE THE OWNERS CLAIM OF "EQUAL CONDITION BEFORE DAMAGE" THE STANDARD THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING AND THE ENGINEER WILL BE IN THE POSITION OF NOT BEING ABLE TO SUPPORT THE CONTRACTOR IN THE MEDIATION OF ANY DISPUTE.

13. UTILITY LOCATION CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF LOCATION OF ALL EXISTING UTILITIES.

14. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL FACILITIES ADJACENT TO THE CONSTRUCTION AREA.

15. EPA STORM WATER DISCHARGE REGULATIONS. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE TO APPLICABLE

PORTIONS OF THE EPA STORM WATER DISCHARGE REGULATIONS.

16. UST ABATEMENT. THE CONTRACTOR SHALL USE WATERING EQUIPMENT FOR DUST POLLUTION ABATEMENT AS REQUIRED OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND

SUPPLYING WATER. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION.

17. SUBGRADE. ALL ELECTRICAL SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO 95 % OF STANDARD PROCTOR. ALL SUBGRADE AND BACKFILL SHALL BE COMPACTED IN MAXIMUM 8" LOOSE LIFTS. MOISTURE CONTENT AT THE TIME OF COMPACTION SHALL NOT EXCEED OPTIMUM OR BE LESS THAN 5 PERCENTAGE POINTS BELOW OPTIMUM.

DRIVEWAYS, APRONS, FILLETS, CURB AND GUTTER, AND OTHER CONCRETE PAVEMENT SHALL BE PLACED ON 6" OF

COMPACTED SUBGRADE.

18. RESTORE SURFACE AT TRENCH TO EXISTING CONDITIONS.

19. CONTRACTOR SHALL KEEP THE OWNER AND THE ENGINEER UPDATED WEEKLY ON THE CONSTRUCTION

SCHEDULE AND/OR PHASE SCHEDULE, AND PROGRESS TO DATE.

20. DEBRIS GENERATED BY CONSTRUCTION ACTIVITIES SHALL BE DISPOSED OF AT A PERMITTED LANDFILL OR OTHER

DULY CERTIFIED REFUSE FACILITY. THE DISPOSAL OF DEBRIS IS NOT A PAY ITEM.

21. THE CONTRACTOR SHALL PROVIDE A RECORD SKETCH ON THESE PLANS FOR THE AS-CONSTRUCTED

CONDITIONS.

22. CONTRACTOR SHALL PHASE AND SCHEDULE WORK IN SUCH A WAY AS TO PROVIDE MINIMAL POWER OUTAGES AT THE FACILITY. A PROJECT SCHEDULE SHALL BE SUBMITTED TO THE OWNER FOR REVIEW PRIOR TO ISSUANCE OF NOTICE-TO-PROCEED. CHANGES IN SCHEDULE SHALL BE PRESENTED TO OWNER AND ENGINEER AT LEAST 7 DAYS PRIOR TO PROPOSED IMPLEMENTATION. THESE SCHEDULES, SCHEMATICS AND DIAGRAMS SHALL BE UPDATED WEEKLY AS THE WORK PROGRESSES. MOST CHANGE OVER SHALL BE DONE ON WEEKENDS OR AFTER HOURS.

23. CONTRACTOR SHALL PROVIDE SUBMITTALS FOR ALL EQUIPMENT, MATERIALS, PROCESSES AND SCHEDULES AND

AS REQUESTED BY ENGINEER.

R

G

C

R

E1

ELECTRICAL NOTES AND LEGEND

TRUEBLUE

EXISTING UTILITY POLE WITH

POLE MOUNTED TRANSFORMERS11

1 2

TRUEBLUE

A

T F

MPZ-4

B

J

B

MPZ-2

GFCI/WP

GFCI/WP

MPZ-1

J

MPZ-6 18

GFCI

GFCI

GFCI GFCI

GFCI

GFCI

GFCIGFCI

HP

DC14

T

MPZ-3

MPZ-5

J

MPZ-7

GENERAL NOTES

A. REFER TO SHEET E1 FOR "PROJECT GENERAL NOTES" AND "ELECTRICAL SYMBOL LEGEND".

B. REFER TO SHEET E3 FOR "POWER RISER DIAGRAM" AND PANEL SCHEDULE.

C. ALL CONDUIT SHOWN DASHED SHALL BE BURIED A MINIMUM OF 36" BELOW FINISHED GRADE

WITH RED WARNING TAPE BURIED 12" ABOVE CONDUIT.

D. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUIT THAT IS REQUIRED FOR LOW

VOLTAGE CABLING BETWEEN TREATMENT EQUIPMENT. PROVIDE AND INSTALL ALL DATA

CABLING PER MANUFACTURERS RECOMMENDATION. REFER TO MANUFACTURER'S

DRAWINGS FOR ADDITIONAL INFORMATION.

KEYED NOTES

1. APPROXIMATE LOCATION OF NEW CHLORINATION SYSTEM ENCLOSURE. REFER TO

"ENLARGED CHLORINATION SYSTEM ENCLOSURE ELECTRICAL PLAN" ON THIS SHEET FOR

ADDITIONAL INFORMATION.

2. NEW UNISTRUT MOUNTING RACK FOR ELECTRICAL GEAR. REFER TO "ELECTRICAL

EQUIPMENT RACK DETAIL" ON SHEET E4 FOR ADDITIONAL INFORMATION.

3. APPROXIMATE LOCATION OF RELOCATED 200 AMP, 480 VOLT, THREE PHASE METER SOCKET.

CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS WITH XCEL ENERGY PRIOR TO

COMMENCEMENT OF WORK.

4. PROVIDE AND INSTALL A NEW 100 AMP, 3-POLE, 600 VOLT, HEAVY DUTY FUSIBLE DISCONNECT

SWITCH IN A NEMA 3R ENCLOSURE. PROVIDE WITH 100 AMP RK5 FUSES. DISCONNECT

SWITCH SHALL BE SERVICE ENTRANCE RATED.

5. PROVIDE AND INSTALL A TRANSIENT VOLTAGE SURGE SUPPRESSION DEVICE. THE TVSS

SHALL BE MANUFACTURED BY RAYCAP #480-3D-M3-3-06-D-H OR APPROVED EQUAL, NEMA 3R

ENCLOSURE.

6. PROVIDE AND INSTALL A NEW 5 KVA MINI POWER ZONE. 480V-1Ø INPUT, 120/240V-1Ø OUTPUT, 15 AMP PRIMARY MAIN CIRCUIT BREAKER, 30 AMP SECONDARY MAIN CIRCUIT BREAKER, 16

CIRCUIT, NEMA 3R ENCLOSURE. MINI POWER ZONE TO BE SQUARE D #MPZB5S40F OR OWNER

AND ENGINEER APPROVED EQUAL.

7. APPROXIMATE LOCATION OF RELOCATED MISSIONS COMMUNICATIONS RTU UNIT.

CONTRACTOR SHALL REINSTALL EXISTING RTU, ANTENNA, AND ALL ASSOCIATED

COMPONENTS FOR A COMPLETE AND OPERATIONAL SYSTEM.

8. PROVIDE AND INSTALL A NEW COMBINATION STARTER / DISCONNECT FOR SUBMERSIBLE

WELL PUMP. SQUARE D #8538SCASP6 OR ENGINEER AND OWNER APPROVED EQUAL.

HAND-OFF-AUTO SELECTOR SWITCH, NEMA SIZE 1 MOTOR STARTER, 2 N.O. AUXILIARY

CONTACT, 2 N.C. AUXILIARY CONTACT, RED PILOT LIGHT, GREEN PILOT LIGHT, AND RESET

PUSHBUTTON, 30 AMP FUSES.

9. UNDERGROUND FEEDER CONDUIT AND CONDUCTORS FROM THE COMBINATION MOTOR

STARTER TO THE SUBMERSIBLE WELL PUMP. CONTRACTOR SHALL WIRE WITH #10 THWN Cu

CONDUCTORS THROUGHOUT CIRCUIT IN 1" CONDUIT.

10. APPROXIMATE LOCATION OF EXISTING 5 HORSEPOWER SUBMERSIBLE WELL PUMP.

11. EXISTING UTILITY POLE WITH POLE MOUNTED TRANSFORMERS, CURRENTLY SERVING THE

EXISTING ELECTRICAL SERVICE TO THE CMU BUILDING. CONTRACTOR SHALL COORDINATE

WORK WITH XCEL ENERGY PRIOR TO COMMENCEMENT OF THE PROJECT.

12. NEW UNDERGROUND SERVICE CONDUIT AND CONDUCTORS FROM THE POLE MOUNTED

TRANSFORMERS TO THE RELOCATED METER SOCKET. REFER TO "POWER RISER DIAGRAM"

ON SHEET E3 FOR CONDUIT AND CONDUCTOR SIZE. CONDUIT AND CONDUCTORS TO BE

BURIED 36" BELOW FINISHED GRADE WITH RED WARNING TAPE BURIED 12" ABOVE CONDUIT.

13. PROVIDE AND INSTALL A WEATHER PROOF SWITCH WITH PILOT LIGHT FOR THE CONTROL OF

THE CHLORINE ROOM LIGHT FIXTURE. REFER TO "CHLORINATOR ROOM EXHAUST FAN

CONTROL DIAGRAM" ON SHEET E4 FOR ADDITIONAL INFORMATION.

14. PROVIDE AND INSTALL A MAGNETIC 120 VOLT CONTACT SWITCH AT DOOR FOR THE CONTROL

OF THE ROOM EXHAUST FAN. REFER TO "CHLORINATOR ROOM EXHAUST FAN CONTROL

DIAGRAM" ON SHEET E4 FOR ADDITIONAL INFORMATION.

15. PROVIDE AND INSTALL NEW LINE VOLTAGE THERMOSTAT FOR CONTROL OF EXHAUST FAN.

REFER TO "CHLORINATOR ROOM EXHAUST FAN CONTROL DIAGRAM" ON SHEET E4 FOR

ADDITIONAL INFORMATION.

16. PROVIDE AND INSTALL A DIRECT DRIVE EXHAUST FAN, 430 CFM, 120 VOLTS, SINGLE PHASE, BACKDRAFT DAMPER. FAN SHALL BE CONTROLLED BY THE DOOR CONTACTOR. PROVIDE ALL

EQUIPMENT AND ACCESSORIES TO A COMPLETE SYSTEM. EXHAUST FAN SHALL BE MOUNTED

ON THE WALL AT 12" ABOVE FINISHED FLOOR. EXHAUST FAN SHALL BE GREENHECK

#CUBE-160-LMD122GQD OR ENGINEER AND OWNER APPROVED EQUAL.

17. EXHAUST FAN SHALL BE CONTROLLED VIA WEATHERPROOF TOGGLE SWITCH. REFER TO

"CHLORINATOR ROOM EXHAUST FAN CONTROL DIAGRAM" ON SHEET E4 FOR ADDITIONAL

INFORMATION.

18. PROVIDE AND INSTALL NEW 120 VOLT RELAY FOR AUTOMATIC CONTROL OF CHEMICAL FEED

PUMP. REFER TO "CHEMICAL FEED PUMP CONTROL DIAGRAM" ON SHEET E4 FOR ADDITIONAL

INFORMATION.

19. PROVIDE AND INSTALL NEW NEMA 5-20 GFCI TYPE RECEPTACLE FOR POWER CONNECTION

TO CHEMICAL FEED PUMP. REFER TO "CHEMICAL FEED PUMP CONTROL DIAGRAM ON SHEET

E4 FOR ADDITIONAL INFORMATION.

20. WEATHERPROOF JUNCTION BOX FOR POWER CONNECTION TO MOTORIZED LOUVRE.

MOTORIZED LOUVRE SHALL BE INTERLOCKED WITH THE EXHAUST FAN SO THAT WHEN THE

EXHAUST FAN IS ON, MOTORIZED LOUVRE SHALL BE IN THE OPEN POSITION.

21. CONTRACTOR SHALL EXTEND 1" CONDUIT WITH REQUIRED CONTROL CONDUCTORS FOR

BETWEEN THE GAS ALARM MONITOR AND THE MISSIONS COMMUNICATIONS UNIT. THE GAS

ALARM SHALL HAS A RELAY OUTPUT (ALARM) AND A 4-20mA OUTPUT (READING). THE

CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONTROL CABLING PER MANUFACTURER'S

RECOMMENDATION AND MAKE ALL REQUIRED CONNECTIONS FOR A COMPLETE AND

OPERATIONAL SYSTEM. REFER TO "ENLARGED CHLORINATION SYSTEM ENCLOSURE

ELECTRICAL PLAN" ON THIS SHEET FOR ADDITIONAL INFORMATION.

22. (2) JUNCTION BOXES FOR GAS ALARM. (1) JUNCTION BOX FOR POWER. HOMERUN CIRCUIT AS

SHOWN ON PLANS. THE OTHER JUNCTION BOX IS FOR LOW VOLTAGE CABLING TO THE

MISSION COMMUNICATIONS SCADA UNIT. EXTEND 1" CONDUIT TO MISSION COMMUNICATIONS

UNIT PER KEYED NOTE 21.

23. PROVIDE AND INSTALL A NEW COMBINATION STARTER / DISCONNECT FOR

SUBMERSIBLE WELL PUMP. SQUARE D #8538SCASP6 OR ENGINEER AND OWNER

APPROVED EQUAL. HAND-OFF-AUTO SELECTOR SWITCH, NEMA SIZE 1 MOTOR

STARTER, 2 N.O. AUXILIARY CONTACT, 2 N.C. AUXILIARY CONTACT, RED PILOT LIGHT,

GREEN PILOT LIGHT, AND RESET PUSHBUTTON, 30 AMP FUSES. REFER TO "POWER

RISER DIAGRAM ON SHEET E3 FOR ADDITIONAL INFORMATION. THE WELL MOTOR

STARTER SHALL BE CONTROLLED VIA MISSIONS COMMUNICATIONS UNIT. PROVIDE

AND INSTALL A 1" CONDUIT WITH REQUIRED CONTROL CONDUCTORS BETWEEN

MOTOR STARTER AND MISSIONS COMMUNICATIONS UNIT. MAKE ALL REQUIRED

CONNECTIONS FOR A COMPLETE AND OPERATIONAL SYSTEM. REFER TO "POWER

RISER DIAGRAM" ON SHEET E3 FOR INCOMING POWER AND ADDITIONAL

INFORMATION.

REV. NO. DATE DESCRIPTION APPROVED BY

JOB NO.

SHT.

DWG NO.

DB25.1018

TEXICO BROWN WELL

IMPROVEMENTS

TEXICO, NM

CURRY COUNTY

CLOVIS, NM

9/26/2025

TRG/rhp

TRG/rhp

TRG/tfr

TRG/tfr 800-933-3105 www.dbstephens.com

THE RESPONSE GROUP, INC.

An Electrical Engineering Corporation 6705 Academy N.E. Suite B Albuquerque, New Mexico 87109 Phone:(505) 323-7629 Fax:(505) 323-7594 E-mail: theresponsegroup@trg-inc.net

9/2 6/2

25025

OF 10

E2

ELECTRICAL PLANS

ELECTRICAL SITE PLAN

SCALE: 1" = 10'-0"

ENLARGED CHLORINATION SYSTEM ENCLOSURE ELECTRICAL PLAN

SCALE: 1" = 1'-0"

KEYED NOTES

1. RELOCATED METER SOCKET. REFER TO "ELECTRICAL SITE PLAN" ON SHEET E2 FOR

APPROXIMATE LOCATION.

2. PROVIDE AND INSTALL A NEW 100 AMP, 3-POLE, 600 VOLT, HEAVY DUTY FUSIBLE

DISCONNECT SWITCH IN A NEMA 3R ENCLOSURE. PROVIDE WITH 100 AMP RK5 FUSES.

DISCONNECT SWITCH SHALL BE SERVICE ENTRANCE RATED. REFER TO "ELECTRICAL

SITE PLAN" ON SHEET E2 FOR APPROXIMATE LOCATION.

3. DISCONNECT SWITCH SHALL BE PROVIDED WITH A MECHANICAL LUG KIT SIZED FOR

THE OUTGOING CONDUCTORS (KEYED NOTES 8, 9, AND 10).

4. PROVIDE AND INSTALL A TRANSIENT VOLTAGE SURGE SUPPRESSION DEVICE. THE

TVSS SHALL BE MANUFACTURED BY RAYCAP #480-3D-M3-3-06-D-H OR APPROVED

EQUAL, NEMA 3R ENCLOSURE. REFER TO "ELECTRICAL SITE PLAN" ON SHEET E2 FOR

APPROXIMATE LOCATION.

5. PROVIDE AND INSTALL A NEW 5 KVA MINI POWER ZONE. 480V-1Ø INPUT, 120/240V-1Ø

OUTPUT, 15 AMP PRIMARY MAIN CIRCUIT BREAKER, 30 AMP SECONDARY MAIN CIRCUIT

BREAKER, 16 CIRCUIT, NEMA 3R ENCLOSURE. MINI POWER ZONE TO BE SQUARE D

#MPZB5S40F OR OWNER AND ENGINEER APPROVED EQUAL. REFER TO "ELECTRICAL

SITE PLAN" ON SHEET E2 FOR APPROXIMATE LOCATION.

6. PROVIDE AND INSTALL A NEW COMBINATION STARTER / DISCONNECT FOR

SUBMERSIBLE WELL PUMP. SQUARE D #8538SCASP6 OR ENGINEER AND OWNER

APPROVED EQUAL. HAND-OFF-AUTO SELECTOR SWITCH, NEMA SIZE 1 MOTOR

STARTER, 2 N.O. AUXILIARY CONTACT, 2 N.C. AUXILIARY CONTACT, RED PILOT LIGHT,

GREEN PILOT LIGHT, AND RESET PUSHBUTTON, 30 AMP FUSES. REFER TO

"ELECTRICAL SITE PLAN" ON SHEET E2 FOR APPROXIMATE LOCATION.

7. 3#2 THWN Cu IN 1-1/4" CONDUIT (OR AS REQUIRED BY UTILITY COMPANY).

8. 3#2 THWN Cu AND 1#2 THWN Cu GROUND IN 1-1/4" CONDUIT.

9. 2#10 THWN Cu AND 1#10 THWN Cu GROUND IN 1" CONDUIT.

10. 3#10 THWN Cu AND 1#10 THWN Cu GROUND IN 1" CONDUIT.

11. CONDUCTOR LENGTH SHALL BE 10 FEET OR LESS TO COMPLY WITH NEC 240.21(B)(1).

12. REFER TO "GROUNDING SYSTEM DIAGRAM" ON SHEET E4 FOR ADDITIONAL

INFORMATION.

REV. NO. DATE DESCRIPTION APPROVED BY

JOB NO.

SHT.

DWG NO.

DB25.1018

TEXICO BROWN WELL

IMPROVEMENTS

TEXICO, NM

CURRY COUNTY

CLOVIS, NM

9/26/2025

TRG/rhp

TRG/rhp

TRG/tfr

TRG/tfr 800-933-3105 www.dbstephens.com

THE RESPONSE GROUP, INC.

An Electrical Engineering Corporation 6705 Academy N.E. Suite B Albuquerque, New Mexico 87109 Phone:(505) 323-7629 Fax:(505) 323-7594 E-mail: theresponsegroup@trg-inc.net

9/2 6/2

25025

OF 10

E3

POWER RISER AND PANEL SCHEDULE

POWER RISER DIAGRAM

TT T

EXISTING

POLE MOUNTED

TRANSFORMERS

480V DELTA

EXISTING

UTILITY POLE

M

RELOCATED

METER

SOCKET

100AF

100A/3P

NEW

SERVICE

DISCONNECT

NEMA 3R

TVSS

5KVA MINI

POWER ZONE

15A/2P PRI

30A/2P SEC

PUMP

STARTER

DISCONNECT

30A FUSES

5 6

10 119 11

10HP BOOSTER PUMP (MAXIMUM)

ESTIMATED DEMAND PER NEC 220

100A SERVICE FUSIBLE DISCONNECT SWITCH

DESCRIPTION

LOAD SUMMARY - SERVICE DISC

MINIMUM RECOMMENDED SERVICE SIZE =

MINIMUM SERVICE CAPACITY

TOTAL ESTIMATED LOAD:

22 AMPERES AT 277/480V-3Ø-4W

=125% x TOTAL ESTIMATED LOAD

27 AMPERES AT 277/480V-3Ø-4W

KVA14.5

17.9 KVA

KVA22.4

100 AMPS

PANEL "MPZ" CALCULATED LOAD KVA3.4

(11.6 KVA CONNECTED AT 125%)

REV. NO. DATE DESCRIPTION APPROVED BY

JOB NO.

SHT.

DWG NO.

DB25.1018

TEXICO BROWN WELL

IMPROVEMENTS

TEXICO, NM

CURRY COUNTY

CLOVIS, NM

9/26/2025

TRG/rhp

TRG/rhp

TRG/tfr

TRG/tfr 800-933-3105 www.dbstephens.com

THE RESPONSE GROUP, INC.

An Electrical Engineering Corporation 6705 Academy N.E. Suite B Albuquerque, New Mexico 87109 Phone:(505) 323-7629 Fax:(505) 323-7594 E-mail: theresponsegroup@trg-inc.net

9/2 6/2

25025

OF 10

E4

ELECTRICAL DETAILS

EXHAUST FAN CONTROL DIAGRAM

NO SCALE

M

C

CHEMICAL

ROOM LIGHT

FIXTURE

AUX. C.

AUX. C.

SELECTOR

SWITCH

HAND

AUTO

2-POLE WALL SWITCH

THERMOSTAT

STARTER

Ø

CHLORINATION ROOM EXHAUST FAN OPERATES AS FOLLOWS:

WITH THE STARTER SWITCH IN AUTO:

1. THE FAN WILL TURN ON WHEN THE DOOR IS OPEN VIA THE DOOR

SWITCH.

2. WITH THE DOOR CLOSED THE FAN WILL TURN ON WHEN THE

LIGHTING SWITCH IS SWITCHED ON.

3. WITH THE DOOR CLOSED THE FAN WILL TURN ON BY THERMOSTAT.

CHLORINATION

ROOM

DOOR SWITCH

CHLORINATOR ROOM

N

PHASE BUS

NEUTRAL BUS

GROUND BUS

G N Ø

SERVICE ENTRANCE EQUIPMENT

MOTOR STARTER

G Ø

Ø

G MOTORØ

G

FOR MULTIPLE SERVICES

(WHERE APPLICABLE)

Ø N

GG

Ø

Ø

N

G

20' min.

G G G G G G

A

C

B

D

G E

H

F

K I

J

M

NOT TO SCALE

GROUNDING SYSTEM GENERAL NOTES

JIH

D

E FDCBA GA. THE GROUNDING ELECTRODE SYSTEM SHALL CONSIST OF ITEMS AND , WHERE APPLICABLE.

B. ITEMS AND MUST BE BONDED TOGETHER AND TO THE GROUNDING ELECTRODE SYSTEM WHEN THEY ARE PRESENT.

C. ITEM , CONCRETE ENCASED ELECTRODE (UFER) SHALL HAVE UFER SUPPORT CONSISTING OF 5/8" x 10' COPPER GROUND ROD CUT INTO 2' SECTIONS AND DRIVEN FOR SUPPORT OF UFER CONDUCTOR.