Plans_-_Final_Design_with_Electrical_Stamped_and_Signed.pdf

WELL CONTRACT #1 - STATION & YARD PIPING

CITY OF GALLUP, NEW MEXICO

G-80 POINT OF DIVERSIONS #8 AND #13

TITLE SHEET 1G-1

INDEX

SHEET NO.ITEM

CIVIL GENERAL NOTES

APPROXIMATE

SCALE: 1"=2000'

FORMAL BID NO. ITB-2611

POD #8 WELL

1C-1

2C-5, 2C-6STATION PIPING SECTIONS

STATION DETAILS

4C-4STATION ROOF DETAILS

SITE GRADING & PIPING PLAN

STATION LAYOUT & PIPING PLAN

2C-1

2C-4

4C-2, 4C-3

BID LOT NO.

U S H

IG

H

W A

Y 2C-31

2C-81STATION ELEVATIONS

2C-71

2E-1ELECTRICAL SITE PLAN 1

PROJECT DETAILS

GAMERCO

G-80 POD #13

NEW WELL STATION

DePAULI ENGINEERING & SURVEYING LLC

- CIVIL ENGINEERS AND LAND SURVEYORS -

for the

CITY OF GALLUP

McKINLEY COUNTY, NEW MEXICO

DATEBYNO.

TITLE SHEET SHEET

1G- 1307 SOUTH 4th STREET GALLUP, NM 87301

TEL: (505)863-5440 WWW.DEPAULIENGINEERING.COM

CITY OF GALLUP

G-80 POINT OF DIVERSIONS #8 AND #13

WELL CONTRACT #1 - STATION & YARD PIPING

FORMAL BID NO. ITB-2611

C A U T I O N

CALL NEW MEXICO ONE CALL

BEFORE YOU DIG!

WELL HEAD & AIR LINE DETAILS 4C-1-

FUNDED BY: THE WATER TRUST BOARD THROUGH THE NEW MEXICO FINANCE AUTHORITY,

WTB #WPF5959 AND EDA PROJECT #08-79-05634

CULVERT AND DRAINAGE GRADING PLAN

STATION ROOF JOIST PLAN

2E-3STATION SINGLE LINE DIAGRAM

ELECTRICAL ENLARGED BUILDING PLAN 2E-2

ELECTRICAL LEGEND, NOTES, AND ABBREVIATIONS 1E-1-

P&ID LEGEND 1I-1-

2E-5WELL PUMP CONTROLLER SCHEMATIC

STATION CONDUIT BLOCK DIAGRAM 2E-4

2E-6ELECTRICAL ELEVATION AND DETAILS 1

2I-1STATION P&ID 1

POD #13 WELL

3C-4, 3C-5

STATION PIPING SECTIONS

SITE GRADING & PIPING PLAN

STATION PIPING PLANS

3C-1

3C-3

SITE GRADING, PIPING AND DRAINAGE DETAILS 3C-22

3C-12, 3C-13 3C-11

STATION ELEVATIONS

3C-6 TO 3C-102

3E-1ELECTRICAL SITE PLAN 2

STATION LAYOUT

STATION ROOF JOIST PLAN

3E-3STATION SINGLE LINE DIAGRAM

ELECTRICAL ENLARGED BUIDLING PLAN 3E-2

3E-6WELL PUMP CONTROLLER SCHEMATIC

STATION CONDUIT BLOCK DIAGRAM - I 3E-4

3E-7ELECTRICAL ELEVATION AND DETAILS 2

3I-1STATION P&ID 2

WELL CONTRACT #1 - STATION & YARD PIPING

G-80 POINT OF DIVERSIONS #8 AND #13

HIGHWAY 264

G-80 POD #8

NEW WELL STATION

YAH-TA-HEY

4C-6, 4C-7, & 4C-8MISCELLANEOUS DETAILS

-FENCING, GABION BOX, & RIP-RAP DETAILS 4C-5-

2C-21

SITE GRADING, PIPING AND DRAINAGE DETAILS

3E-52

STATION CONDUIT BLOCK DIAGRAM

CONDUIT & CONDUCTOR SCHEDULE - II

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text ENGINEERING (\\DES-AppServer) (V:)\Active Design\G80 POD 8 and 13 Well Equipping\POD 8 site design\POD8 design

AutoCAD SHX Text

MDP MR

AutoCAD SHX Text

KAS

AutoCAD SHX Text

SHOWN

AutoCAD SHX Text

NOV. 2025

KurtS Stamp

X

SD

G

UE

OE

SS

WW

PLAN SET LEGEND:

UT

EXISTING PROPOSED

TREE

PROPERTY CORNER OR R/W MARKER

WATERLINE

SEWER LINE

MANHOLE

POWER POLE

DOWN GUY

SIGN

OVERHEAD ELECTRIC LINE

UNDERGROUND ELECTRIC

GAS LINE

STORM DRAIN

WIRE FENCING

CHAIN LINK FENCING

WATERLINE GATE VALVE

WATER METER

TELEPHONE RISER

UNDERGROUND TELEPHONE

CONTROL POINT/ BENCH MARK

FORCE MAIN

CONTOURS

DRAINAGE FLOW LINE

AIR RELEASE VALVE

LIFT STATION

WATERLINE PLUG/CROSS/TEE

CULVERT AND END FLARE

FM

OE

X

STREET LIGHT

YARD LIGHT

FIRE HYDRANT

UE

S

FM

MANHOLE TO BE ABANDONED

SEWER LINE TO BE ABANDONEDS

SD

WOOD FENCING

COORDINATES SHOWN ARE REFERENCED TO CITY OF GALLUP CONTROL SYSTEM WHICH IS BASED ON

NMSP NAD 83, WEST ZONE GROUND COORDS. WITH A COMBINED FACTOR OF 0.99968672.

BEARINGS SHOWN ARE GRID.

ELEVATIONS ARE BASED 1929 NGVD (VERTICAL DATUM)

WATER PRESSURE ZONE HIGH WATER ELEVATION

YAHTAHEY (EXISTING.) 6794'

GAMERCO (EXISTING) 6905'

3.

SURVEY NOTES:

1.

2.

4.

GENERAL UTILITY CONSTRUCTION NOTES:

WORKMANSHIP AND MATERIALS FOR ITEMS OF WORK CONTAINED HEREIN SHALL SHALL CONFORM TO THE SPECIFICATIONS HEREIN AND IN THE CONTRACT DOCUMENTS. WORKMANSHIP AND MATERIALS SHALL ALSO CONFORM TO THE LATEST EDITION OF THE CITY OF GALLUP STANDARDS AND THE NMDOT SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION.

REMOVAL OF STRUCTURES AND OBSTRUCTIONS INCLUDING ASPHALT PAVEMENT, CONCRETE PAVEMENT, CULVERTS, TREES, SHRUBS, SIDEWALK, CURB & GUTTER, ROCK AND OTHER MISC. ITEMS THAT NEED TO BE REMOVED OR DISPOSED OF SHALL BE TAKEN TO DESIGNATED AREAS AND/OR AN APPROVED LANDFILL IN ACCORDANCE WITH PROVISIONS OF THE NEW MEXICO SOLID WASTE ACT PROVIDED HOWEVER, THAT RECYCLABLE MATERIAL MAY BE TAKEN TO APPROPRIATE COMPANIES.

WATER FOR PIPELINE EARTHWORK CONSTRUCTION SHALL BE TAKEN FROM THE CITY OF GALLUP EAST PUMP STATION LOCATED IMMEDIATELY NORTH OF INTERSTATE 40 AND APPROX. 1/2 MILE EAST OF FORD DRIVE IN THE CITY OF GALLUP.

WATER FOR FILLING, PRESSURE TESTING AND BACTERIOLOGICAL TESTING OF WATERLINE MAY BE TAKEN FROM AN APPROVED CONNECTION TO THE EXISTING CITY SYSTEM UTILIZING STATIC OR PUMPED HEAD AVAILABLE PROVIDED PROPER APPARATUS FOR CROSS-CONNECTION PREVENTION AND METERING IS IN PLACE. WATER FOR WATERLINE TESTING MAY ALSO BE TAKEN FROM A FIRE HYDRANT DESIGNATED BY THE CITY WATER DEPT. CONTRACTOR TO USE WATER FLUSHED FROM NEW LINE TO THE EXTENT POSSIBLE FOR PIPELINE CONSTRUCTION. WATER HAULING SHALL BE IN CLEAN, POTABLE WATER TANKERS. CONTRACTOR TO COORDINATE WITH CITY WATER DEPARTMENT AS REQUIRED TO OBTAIN WATER AND ACCESS WATER FACILITIES. CONTRACTOR TO PROVIDE ALL MATERIALS, FITTINGS AND EQUIPMENT REQUIRED TO FACILITATE

PIPELINE TESTING.

QUALITY CONTROL TESTING FOR PROJECT MATERIALS SHALL BE PERFORMED BY AN INDEPENDENT TESTING LAB AS HIRED BY THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN ADVANCE WHEN CONCRETE PLACEMENTS ARE SCHEDULED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE TESTING LAB WHEN COMPACTION TESTS ARE NEEDED AND WHEN CONCRETE PLACEMENTS ARE GOING TO BE MADE. THE CONTRACTOR SHALL PROVIDE THE TESTING LAB ACCESS AT ANY TIME FOR TESTING AT THE CONSTRUCTION SITE. THE CONTRACTOR SHALL

ASSIST THE TESTING LAB AS REQUIRED TO OBTAIN MATERIAL SAMPLES.

CONCRETE FOR THIS PROJECT SHALL BE 4000 PSI (28 DAY) CONCRETE WITH 4 1/2 - 7 1/2% ENTRAINED AIR. CONCRETE TO BE PLACED WITH NO MORE THAN 4" SLUMP WITH LIMITED WATER TO BE USED TO FACILITATE FINISHING. ALL REINFORCEMENT FOR CAST IN PLACE CONCRETE SHALL BE GRADE 40 OR 60 DEFORMED BARS AS SPECIFIED PER ASTM A615. CEMENT TO BE

TYPE II. SEE THE CONTRACT DOCUMENTS FOR ADDITIONAL CONCRETE REQUIREMENTS.

THE CONTRACTOR SHOULD BE AWARE THAT NO CONSTRUCTION SHALL COMMENCE UNTIL ALL UTILITY LOCATIONS ARE MARKED. THE CONTRACTOR SHOULD EXPECT THAT SOME SHIFTS IN ALIGNMENT WILL BE MADE TO AVOID EXISTING UTILITIES AND MEET PROXIMITY REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE EXPLORATORY EXCAVATION AT LOCATIONS

SHOWN ON THE PROJECT DRAWINGS OR AS REQUIRED FOR ALIGNMENT CHANGES.

CONSTRUCTION STAKING: THE ENGINEER WILL PROVIDE THE FOLLOWING CONSTRUCTION STAKING:

A. WATERLINES - CENTERLINE OR OFFSET STAKES AT APPROX. 50 FT., P.I.S AND APPURTENANCES, CONTROL FOR

GRADE STAKES WHERE GRADE IS CALLED FOR.

B. SITE GRADING - STAKES FOR MAJOR STRUCTURES W/ CUTS AND FILLS. BASIC SITE CONTROL AND BENCH MARK.

OCCASIONAL STAKE REPLACEMENT REQUIRED WHEN STAKES ARE UNAVOIDABLE LOST DUE TO CONSTRUCTION WILL BE REPLACED BY THE ENGINEER, PROVIDED HOWEVER, THAT THE COST OF STAKE REPLACEMENT DUE TO CARELESSNESS OR INATTENTIVE CONSTRUCTION AROUND SURVEY CONTROL WILL BE DEDUCTED FROM PAYMENT TO THE CONTRACTOR.

RANDOM BENCH MARKS WILL BE ESTABLISHED FOR USE BY THE CONTRACTOR. THE CONTRACTOR WILL BE RESPONSIBLE FOR BLUETOP STAKING FOR SUBGRADE AND BASE COURSE. DETAILED MEASUREMENTS AND ELEVATIONS FOR STRUCTURES, DRAINAGE FLOW LINES AND PIPELINES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR WITH OCCASIONAL CHECKS BY THE ENGINEER. MEASUREMENT FOR DETERMINATION OF QUANTITIES SHALL BE ACCOMPLISHED

MUTUALLY BY THE ENGINEER AND CONTRACTOR.

BASE COURSE FOR ROAD CONSTRUCTION SHALL BE NMDOT TYPE I. GRAVEL (BASE COURSE) FOR DETOURS OR GRAVEL

SURFACED ROADS AND DRIVEWAYS TO BE TYPE I OR TYPE II.

ALL ABANDONED LINES SHALL BE PLUGGED W/ CONCRETE (OR OTHER CEMENT BASED PRODUCTS) OR M.J. CAPS AT TIE-IN LOCATIONS UNLESS OTHERWISE NOTED. REMOVE OLD VALVES WHERE CALLED FOR, OTHERWISE REMOVE VALVE CANS & COMPACT BACKFILL OR INSTALL FLOWABLE FILL WITH OLD VALVE TO BE CLOSED AND REMAIN IN PLACE. PROVIDE 10'

MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND SEWER LINES.

SUBMITTALS ARE REQUIRED FOR ALL MATERIALS AND EQUIPMENT PROPOSED FOR THE PROJECT WITH APPROVAL REQUIRED

BY THE CITY. SCHEDULES FOR MANHOLE BARRELS, CONES AND RIMS SHALL BE PROVIDED.

EXISTING UTILITIES: EXISTING UTILITIES SHOWN ARE FROM UTILITY COMPANY MAPS, EVIDENCE ON THE GROUND AND CONVERSATION WITH UTILITY COMPANY OFFICIALS. THE EXACT LOCATION, DEPTH AND SIZE OF SOME OF THE LINES ARE UNKNOWN. CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UTILITIES PRIOR TO TRENCHING. UTILITIES THAT ARE DAMAGED OR CUT SHALL BE REPAIRED BY THE CONTRACTOR AT HIS COST. THE CONTRACTOR SHALL CALL 811

FOR "LOCATES" ON ALL UTILITIES PRIOR TO CONSTRUCTION.

WATERLINE PIPE TO BE INSTALL WITH A MINIMUM COVER OF 4.0' UNLESS OTHERWISE DESIGNATED. THE WATERLINE GRADES AND ELEVATIONS SHOWN ON THE PROJECT PROFILES ARE INTENDED TO GIVE THE CONTRACTOR A GENERAL IDEA OF SLOPES THAT WILL BE ENCOUNTERED IN THE INSTALLATION OF THE PIPE. THE DEPTHS SHOWN ON THE PROFILES SHOULD BE CONSIDERED AS MINIMUMS ESPECIALLY UNDER DRAINAGE DITCHES AND ARROYOS. WATERLINE AT AIR RELEASE SHALL BE INSTALLED WITH 5' OF MINIMUM COVER TO PROVIDE ADEQUATE CLEARANCE FOR AIR RELEASE VALVE, PIPING, AND APPURTENANCES. IN FLAT TERRAIN (LESS THAN 1% SLOPE) THE CONTRACTOR WILL BE EXPECTED TO MAINTAIN GRADES NEAR TO THOSE SHOWN ON THE PROJECT DRAWINGS. DEVIATIONS FROM THE GRADES DEPICTED COULD RESULT IN AIR POCKETS OR INADEQUATE PIPE COVER. PIPE IS TO GRADE UPHILL IN ALL LOCATIONS TO EITHER AN AIR RELEASE VALVE OR

A RESERVOIR.

DEPTH INCREASES MAY BE PERMITTED IN SOME LOCATIONS (NOT TO EXCEED 10 FT. IN COVER UNLESS APPROVED BY THE ENGINEER) TO ELIMINATE THE NEED FOR "CALLED FOR" FITTINGS. THE LOCATION OF VERTICAL POINTS OF INTERSECTION (PVI's) WHERE NO FITTINGS ARE CALLED FOR, ARE APPROXIMATE, THE REQUIRED DEFLECTION CAN BE ACHIEVED BY

DEFLECTION OF ONE OR MORE NEARBY STANDARD JOINTS.

THE CONTRACTOR SHALL NOT TO EXCEED THE PIPE MANUFACTURERS RECOMMENDED MAXIMUM JOINT DEFLECTION, HORIZONTALLY OR VERTICALLY. THE CONTRACTOR SHALL DEVISE AND DEMONSTRATE A METHOD TO DETERMINE PIPE DEFLECTION AT A JOINT. PIPE SUBMITTALS ARE TO INCLUDE THE MANUFACTURERS MAX. RECOMMENDED JOINT DEFLECTION.

5.

4.

12.

7.

6.

3.

2.

1.

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9.

10.

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13.

14.

ALL PIPE BEDDING SHALL BE AN IMPORTED GRANULAR MATERIAL COMPACTED TO 95% S.P. TRENCH BACKFILL ABOVE BEDDING SHALL BE GRANULAR MATERIAL IN SPECIAL LOCATIONS WHERE CALLED FOR IN PROJECT DOCUMENTS. GRANULAR MATERIAL MAY BE TAKEN FROM ANY SUITABLE SOURCE. THE MATERIAL SHALL BE SANDY IN NATURE, FRIABLE WITH NO CLODS OR CLAY BALLS AND EXHIBIT MINIMAL "PUMPING" CHARACTERISTICS WHEN COMPACTED AT MOISTURE CONTENT SLIGHTLY BELOW OPTIMUM. IN ADDITION, MATERIAL SHALL MEET THE

FOLLOWING REQUIREMENTS:

THE USE OF "WATER FLOODING" OR "WATER JETTING" TO ACHIEVE COMPACTION OF PIPE BEDDING OR BACKFILL WILL NOT BE PERMITTED .

BACKFILL TO BE COMPLETED WITHIN 100' OF THE END OF PIPE DURING LINE CONSTRUCTION AT ALL TIMES AND TO END OF COMPLETED PIPE

AT THE COMPLETION OF EACH WORKDAY.

BURIED FITTINGS TO BE MJ TYPE W/ RESTRAINING GLANDS UNLESS OTHERWISE NOTED. MAXIMUM VERTICAL DEFLECTION ELLS THIS PROJECT TO BE 22.5°. ALL BURIED D DUCTILE IRON BOLTED FITTINGS, GLANDS, FLANGES & DUCTILE IRON PIPE SHALL BE WRAPPED IN TWO LAYER OF POLYETHYLENE WRAP. THE FIRST LAYER SHALL BE V-BIO POLYETHYLENE ENCASEMENT WITH TAPE WRAP. THE OUTER LAYER SHALL BE A STANDARD 8 MIL. POLYETHYLENE ENCASEMENT. LAYER JOINTS SHALL BE STAGGERED. THE POTENTIAL PUNCTURING OF WRAP BY RESTRAINING BOLTS AND GLANDS TO BE MITIGATED BY INSTALLING STYROFOAM OR OTHER MATERIAL ADJACENT TO BOLTS, TAPED IN PLACE, PRIOR TO INSTALLING PROTECTIVE WRAP. CONTRACTOR TO USE CAUTION WHEN POURING THRUST BLOCKS TO INSURE THAT MJ BOLTS ARE NOT COVERED WITH CONCRETE. WRAPPED PIPE TO BE CAREFULLY LIFTED INTO PLACE W/ SLINGS THAT WILL NOT DAMAGE THE WRAP (CHAINS NOT PERMITTED). LATERAL COMPACTION SHALL PROCEED IN A CAREFUL, CONTROLLED MANNER WHILE PROTECTING THE WRAP. WRAP TO BE

HELD REASONABLY TIGHT AGAINST THE PIPE W/ TAPE OR OTHER APPROVED MEANS.

GATE VALVES TO BE AWWA RESILIENT WEDGE TYPE WITH EPOXY COATING INSIDE AND OUT. 16" GATE VALVES AND LARGER TO BE THE "HORIZONTAL" (LAY-DOWN) TYPE OR AS CALLED FOR. GATE VALVES 18" AND LARGER TO HAVE VALVED BYPASSES. CHECK VALVES AND AIR

RELEASE VALVES TO BE AS CALLED FOR IN THE SPECIFICATIONS AND DRAWINGS.

PIPELINE MEASUREMENT AND BASIS OF PAYMENT - ITEMS OF WORK CONSIST OF FURNISHING ALL MATERIALS, PLANT, EQUIPMENT AND LABOR IN INSTALLING PIPE OF THE DIAMETER AND MATERIAL SPECIFIED, COMPLETE WITH MAIN LINE FITTINGS CALLED FOR, APPURTENANCES AND TRENCHING, BEDDING AND BACKFILL. THE ITEMS DO NOT INCLUDE PAVEMENT REMOVAL AND REPLACEMENT OR ROCK EXCAVATION. VERTICAL 1114° ELLS THAT ARE NOT CALLED FOR ON PROJECT DRAWINGS BUT MAY BE REQUIRED TO FACILITATE CONSTRUCTION WILL BE PAID FOR AT THE UNIT PRICE BID EACH. MEASUREMENT WILL BE BY THE LINEAR FOOT ALONG THE CENTERLINE OF THE PIPE THROUGH VALVES, MANHOLES AND FITTINGS WITHOUT CORRECTION FOR SLOPE. PAYMENT WILL BE FOR THE ACTUAL LINEAR FEET OF PIPE INSTALLED, COMPLETE AND IN

PLACE ,AT THE CONTRACT UNIT PRICE BID FOR THE ITEM.

CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL DEVICES AS DESCRIBED IN USDOT/FHWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ON ALL PARTS OF THE PROJECT UNDER CONSTRUCTION. THE DEVICES SHALL INCLUDE, BUT NOT BE LIMITED TO, TYPE 1 BARRICADES TYPE 2 BARRICADES, CONES, DRUMS, WARNING SIGNS, DETOUR SIGNS, NIGHT TIME FLASHERS AND PORTABLE FLASHERS. THE DEVICES SHALL BE MAINTAINED, IN ACCORDANCE WITH THE TRAFFIC CONTROL PLAN AND PROJECT DOCUMENTS, SEVEN (7) DAYS A WEEK FOR THE DURATION OF THE PROJECT. CONTRACTOR SHALL MAKE ADJUSTMENTS TO THE TRAFFIC CONTROL PLAN DURING THE PROGRESSION OF

WORK, TO ENSURE THAT LIFE AND PROPERTY ARE PROTECTED AT ALL TIMES.

PROPERTY CORNERS, BENCHMARKS AND CONTROL POINTS TO BE PROTECTED AT ALL TIMES. LOST OR DAMAGED POINTS DUE TO NEGLIGENCE

SHALL BE REPLACED AT THE CONTRACTORS EXPENSE.

WATERLINE TIE-INS TO BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND THE PROJECT DRAWINGS AND SHALL INCLUDE ALL PIPE, SLEEVES, SPECIALS AND APPURTENANCES EXCEPT VALVES REQUIRED TO COMPLETE THE TIE-IN. FITTINGS AND PIPE INTERIORS TO BE WIPED

DOWN WITH CHLORINE SOLUTION (50 PPM) AT WATER TIE-INS.

DUCTILE IRON PIPE WATERLINES SHALL BE PRESSURE TESTED AT 250 PSI AT THE LOW END OF TEST SEGMENTS FOR PIPELINES. TEST PRESSURE FOR PVC TO BE 200 PSI. THE LINE SEGMENT BEING TESTED MAY EXTEND UPHILL UNTIL RESULTING TEST PRESSURE IS NO LESS

THAN 125 PSI. THE MAXIMUM LENGTH FOR A PRESSURE SEGMENT IS 4000 FT.

ALL PIPING SHALL BE SEALED AT WORK DAYS END TO PREVENT THE ENTRANCE OF INSECTS, MAMMALS AND REPTILES. CLOSURE SHALL ALSO BE SUCH AS TO PREVENT VANDALISM AND FLOOD DAMAGE. CLOSURE TO BE COVERED WITH EXCAVATED MATERIAL SO THAT THE END OF PIPE AND METHOD OF CLOSURE IS NOT VISIBLE. ADDITIONAL CLOSURE EFFORTS TO BE TAKEN, AS REQUIRED OR DIRECTED, ON WEEK ENDS AND

OTHER PERIODS WHILE PIPELINE WORK IS SUSPENDED.

CONTRACTOR SHALL TAKE PRECAUTIONS AS REQUIRED TO PREVENT DAMAGE TO THE ENVIRONMENT ADJACENT TO CONSTRUCTION.

CONTRACTOR TO REMOVE ONLY THE TREES, SHRUBS, GROUND COVER AND ROCK AS ABSOLUTELY NECESSARY TO COMPLETE THE PROJECT.

TREES, EXCESS ROCK AND SPOIL SHALL BE REMOVED AND PROPERLY DISPOSED OF, PROVIDED HOWEVER, THAT EXCAVATED ROCK MAY BE USED AS EROSION CONTROL AS DIRECTED. STAGING AREAS TO BE LIMITED TO AREAS WHERE CONSTRUCTION IS PLANNED, CONSTRUCTION R/Ws OR AREAS PROPERLY SECURED FROM LANDOWNERS. ALL AREAS AFFECTED BY CONSTRUCTION TO BE PROPERLY CLEANED, GRADED AND DRESSED UPON COMPLETION. RE-SEEDING WILL BE REQUIRED IN SOME AREAS AS DIRECTED. CONTOUR BERMS WILL BE REQUIRED AS

DIRECTED TO PREVENT RUNOFF FROM TRAVELING ALONG PIPELINE TRENCH.

CONTRACTOR SHALL DEVELOP, SECURE APPROVAL OF, IMPLEMENT AND MAINTAIN A STORM WATER POLLUTION PREVENTION PLAN (SWPPP).

40 - 100

LESS THAN 35

1"

NO. 4

NO. 200

PI < 12

SIEVE SIZE PERCENT PASSINGACCEPTABLE SOURCES ON PAST PROJECTS INCLUDE THE FOLLOWING:

1. CRUSHER FINES FROM LOCAL AGGREGATE COMPANIES.

2. PUERCO RIVER, FROM LOCATIONS APPROVED BY THE CITY PUBLIC WORKS DIRECTOR.

3. LOCAL QUARRY OR STOCKPILE.

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PARTIAL LIST OF INCIDENTALS:

1. INCIDENTAL CONSTRUCTION STAKING BY CONTRACTOR - BLUE TOP STAKING FOR SUBGRADE AND

BASE COURSE. CONTROL STAKES AS REQUIRED TO PLACE SAW CUTS IN CONCRETE PAVEMENT.

MISC. STAKES AND MEASUREMENT FOR DETAILED CONSTRUCTION OF STRUCTURES AND

APPURTENANCES.

2. STORM WATER POLLUTION PREVENTION - PERMITS, NOTICES, PLANS, IMPLEMENTATION AND MAINTENANCE OF PLANS UTILIZING EROSION AND SEDIMENT CONTROL DEVICES PROVIDED SHALL

BE CARRIED OUT FOR ALL PORTIONS OF THIS PROJECT.

3. LANDSCAPE - REPLACE SHRUBS, TREES, RAILROAD TIES, DECORATIVE GRAVEL AND PLAYGROUND

EQUIP. AS REQUIRED.

4. TRAFFIC CONTROL - IMPLEMENTATION AND MAINTENANCE OF TRAFFIC CONTROL PLAN.

5. BASE COURSE RAISED TO PAVEMENT LEVEL IN DRIVEWAYS AND STREETS FOR PUBLIC TRAVEL PRIOR

TO PLACEMENT OF FINAL SURFACING

6. LOCAL STANDBY PERSONNEL TO HANDLE 24 HOUR (INCLUDING WEEKENDS) EMERGENCIES.

7. PROPER DISPOSAL OF ALL TRASH, DEBRIS, AND WASTE INCLUDING HAULS TO DISPOSAL SITES AND

GRADING.

8. ROCK & OTHER EXCAVATION & LATERAL BACKFILL FOR REINFORCED CONCRETE STRUCTURES.

9. MINOR GRADING, DIKES AND SWALES CALLED FOR ALONG WATER LINE INCLUDING DRESSING AND

CLEANUP.

10. PRESSURE TESTING, DISINFECTION, BACTERIOLOGICAL TESTING, FLUSHING, COORDINATION WITH

THE CITY NOTIFICATION OF THE PUBLIC FOR WATER LINE WORK. MEANS OF FLUSHING OTHER THAN

APPARATUS AND LOCATIONS CALLED FOR.

11. WATER HAULING AS REQUIRED FOR CONSTRUCTION AND DUST CONTROL.

12. EXCAVATION AND POTHOLING INCLUDING BACKFILLING FOR UTILITIES & STRUCTURES FOR

LOCATION & GRADE CHECKS AT PROPOSED WATER LINE CROSSINGS AS SHOWN ON PROJECT

DRAWINGS AND AS MARKED BY UTILITY COMPANIES.

13. PROTECTION & MAINTENANCE OF PRIVATE & PUBLIC PROPERTY DURING STORMS & RUNOFF THAT

MAY BE MORE VULNERABLE TO DAMAGE BECAUSE OF CONSTRUCTION.

14. MEASUREMENTS FOR PAY QUANTITIES.

15. REMOVE AND RE-INSTALL EXISTING TRAFFIC SIGNS, GUARD RAILS, FENCES AND MAIL BOXES..

16. PIPELINE ALIGNMENT ADJUSTMENTS DUE TO EXISTING UTILITIES AND STRUCTURES OR TO MAINTAIN

POSITIVE SLOPE WITH MINIMUM BURY DEPTH.

17. PROTECTION OF HORIZONTAL AND VERTICAL SURVEY CONTROL MONUMENTS.

18. MOBILIZATION FOR ALL PROJECT LOTS UNLESS OTHERWISE NOTED.

19. HAULING FOR PIPE BEDDING AND BACKFILL.

20. EXISTING FENCE REMOVAL AND REPLACEMENT.

21. TEMPORARY BARRIER WALLS OR TRENCH BOXES AT THE HEAD OF STEEP SLOPES.

22. PROJECT SCHEDULE, SUBMITTALS, SHOP DRAWINGS, "LAYING SCHEDULES" AND CUT SHEETS.

23. REMOVAL AND REPLACEMENT OF EXISTING CULVERTS (CMP AND RCP)

DEAD LOADS:

STEEL 490 LBS/CF

CONCRETE 150 LBS/CF

WATER 62.4 LBS/CF

LIVE LOADS:

ROOF (SNOW) 30 LBS/SF

BLDG. FLOOR 100 LBS/SF

WIND LOADS:

BUILDINGS 20 LBS/SF (VERT. PROJECTION)

RESERVOIRS (AWWA D100-05)

BASIC WIND SPEED 90 MPH

WIND IMPORTANCE FACTOR I=1.15

WIND FORCE COEFFICIENT FLAT CYLINDRICAL

Cf =1.0 Cf =0.60

GUST FACTOR G=1.0

SOIL BEARING CAPACITIES: SANDSTONE ENGINEERED FILL

5000 PSF 2500 PSF

BUILDINGS & RESERVOIRS:

STRUCTURAL DESIGN PARAMETERS (IBC SECTION 1603)

C A U T I O N

CALL NEW MEXICO ONE CALL

BEFORE YOU DIG!

NOTICE OF EXTENDED PAYMENT PROVISION:

THIS CONTRACT ALLOWS THE OWNER TO MAKE PAYMENT WITH IN 45

DAYS AFTER SUBMISSION OF AN UNDISPUTED REQUEST FOR PAYMENT.

17.

25.

26.

DePAULI ENGINEERING & SURVEYING LLC

- CIVIL ENGINEERS AND LAND SURVEYORS -

for the

CITY OF GALLUP

McKINLEY COUNTY, NEW MEXICO

DATEBYNO.

CIVIL GENERAL NOTES SHEET

1C-1307 SOUTH 4th STREET GALLUP, NM 87301

TEL: (505)863-5440 WWW.DEPAULIENGINEERING.COM

CITY OF GALLUP

G-80 POINT OF DIVERSIONS #8 AND #13

WELL CONTRACT #1 - STATION & YARD PIPING

FORMAL BID NO. ITB-2611

ABBREVIATIONS

GALVANIZED RIGID CONDUIT

MANHOLE

FIRE HYDRANT

STANDARD PROCTOR

AIR RELEASE STATION (TYPE 1 OR 2)

BUTTERFLY VALVE

MECHANICAL JOINT

RIGHTS-OF-WAY

RAILROAD

POINT-OF-INTERSECTION

AIR RELEASE VALVE

HORIZONTAL

POINT-OF-VERTICAL-INTERSECTION

NOT TO SCALE

AMERICAN WITH DISABILITIES ACT

POINT OF CURVATURE

POINT OF TANGENCY

CHAIN LINK FENCE

FLOW LINE

BACK OF CURB

DRIVEPAD

CUBIC YARD

EACH

POINT OF COMPOUND CURVE

ON CENTER

TYPICAL

DIAMETER

OUTER DIAMETER

INNER DIAMETER

CENTERLINE

ON CENTER EACH WAY

RADIUS

CURB AND GUTTER

SIDEWALK

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

EXISTING

FINISH GRADE, PROFILE GRADE

CITY OF GALLUP

DETECTABLE WARNING SURFACE

DUCTILE IRON

CURB DRAIN INLET

OVERHEAD ELECTRIC

STORM DRAIN

CAST IRON

POLY-VINYL CHLORIDE

REINFORCED CONCRETE PIPE

HIGH DENSITY POLYETHYLENE

DIMENSION RATIO

ASBESTOS CEMENT

VITRIFIED CLAY

TOP BACK OF CURB

TOP OF SIDEWALK

TOP FRONT OF CURB

BUREAU OF RECLAMATION

NAVAJO GALLUP WATER SUPPLY PROJECT

UNDERGROUND ELECTRIC

PLAIN END

FIXED END

FINISHED FLOOR

ELEVATION

STAINLESS STEEL

CONCRETE MASONRY UNIT

GATE VALVE

CITY OF GALLUP STREET AND DRAINAGE

ROBERT HAMBLEN - rhamblen@gallupnm.gov

P.O. BOX 1270 (505-863-1290)

GALLUP, NEW MEXICO 87305

NM GAS COMPANY

IRMA BUSTAMANTE - irma.bustamante@nmgco.com

P.O. BOX 1369 (505-863-3857)

GALLUP, NEW MEXICO 87305

LUMEN

LAURENCE JOE - Laurence.Joe@lumen.com

1205 HWY 53 (505-728-5464)

ZUNI, NEW MEXICO 87327

COMCAST CABLEVISION OF GALLUP

JOHN ORTIZ - john_ortiz@cable.comcast.com

201 S. FIRST STREET (505-879-3184)

GALLUP, NEW MEXICO 87301

NMDOT, DISTRICT 6, TRAFFIC ENGINEER

JAYSON GROVER - jayson.grover@state.nm.us

1919 PINON DR. (505-285-3200) OR (505-290-8340)

MILAN, NEW MEXICO 87021

CITY OF GALLUP SANITATION & WATER

JAN BOONE - jboone@gallupnm.gov

P.O. BOX 1270 (505-726-2050)

GALLUP, NEW MEXICO 87305

CITY OF GALLUP ELECTRIC

CHUCK NOURSE - cnourse@gallupnm.gov

P.O. BOX 1270 (505-863-1285)

GALLUP, NEW MEXICO 87305

PUBLIC WORKS AND UTILITY OFFICIALS:

CITY OF GALLUP WWTP

ROBERT "REDD" GASHYTEWA JR - redd.gashytewa@jacobs.com

800 SWEETWATER PLACE (505-726-2440)

GALLUP, NEW MEXICO 87301

NAVAJO TRIBAL UTILITY AUTHORITY

NO. DESCRIPTION NORTHING EASTING ELEV.

CONTROL POINTS

12" ROD W/ 13606 ALUM. CAP 1678936.38 2443933.36 6626.30

12" ROD W/ 4329 YELLOW CAP 1678736.25 2443928.56 6629.38

W/ 13606 WASHER

3" BLO BRASS CAP W/ 13606 1673353.35 1673353.35 6753.47

WASHER

12" ROD W/ 13606 ALUM. CAP 1673400.54 2443104.492 6730.79*

* NOT SHOWN ON PROJECT DRAWINGS

5 12" ROD W/ 13606 ALUM. CAP 1673600.52 2443107.06 6726.55*

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EVERGREEN

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DECIDUOUS

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MH

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CHECKED BY:

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DRAWN BY:

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DATE:

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SCALE:

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GRC

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MH

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FH

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ARS

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BF

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MJ

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R/W, ROW

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RR

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PI

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ARV

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HOR

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PVI

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NTS

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COG

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ADA

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PC

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PT

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CLF

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FL

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BC,

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DP

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CY

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EA

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PCC

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OC

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TYP.

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DIA

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OD

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OCEW

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SW

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MUTCD

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EX.

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DWS

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DI

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CDI

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OE

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SD

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CI

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PVC

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RCP

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HDPE

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DR

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AC

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VC

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TBOC

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TOS

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BOC

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TFOC

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BOR

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NGWSP

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UGE

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PE

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FE

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FF

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ELEV.

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SS

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CMU

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NTUA

AutoCAD SHX Text ENGINEERING (\\DES-AppServer) (V:)\Active Design\G80 POD 8 and 13 Well Equipping\POD 8 site design\POD8 design

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MDP MR

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KAS

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SHOWN

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NOV. 2025

KurtS Stamp

DePAULI ENGINEERING & SURVEYING LLC

- CIVIL ENGINEERS AND LAND SURVEYORS -

for the

CITY OF GALLUP

McKINLEY COUNTY, NEW MEXICO

DATEBYNO.

SHEET

307 SOUTH 4th STREET GALLUP, NM 87301

CITY OF GALLUP

TEL: (505)863-5440 WWW.DEPAULIENGINEERING.COM

C A U T I O N

CALL NEW MEXICO ONE CALL

BEFORE YOU DIG!

G-80 POINT OF DIVERSIONS #8 AND #13 WELL

CONTRACT #1 - STATION & YARD PIPING

FORMAL BID NO. ____

26328

NE

W MEX I CO

JO

RGE

GERARDO

P R O F E S S I O N A L E N G N I N

E E R

ELECTRICAL LEGEND, NOTES AND

ABBREVIATIONS 1E-1

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OVERLOAD

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OVERLOAD (ELECTRONIC TYPE)

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FUSED TERMINAL BLOCK

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FUSE

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ELAPSED TIME METER

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PUSH-TO-TEST PILOT LIGHT (LETTER DENOTES COLOR)

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NORMALLY OPEN CONTACT TIME TO CLOSE (ON DELAY)

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PRESSURE SWITCH CLOSES ON RISING PRESSURE

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PRESSURE SWITCH OPENS ON RISING PRESSURE

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NORMALLY CLOSED CONTACT TIME TO OPEN (ON DELAY)

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CONTROL RELAY

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SINGLE LINE DIAGRAM AND SCHEMATIC LEGEND

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PILOT LIGHT (LETTER DENOTES COLOR)

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TERMINAL BLOCK

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FIELD WIRING

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ETM

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120V, 20A DUPLEX RECEPTACLE

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120V, 20A SPST SWITCH

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MANUAL MOTOR STARTER

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480V SIMPLEX RECEPTACLE (NUMBER DENOTES CIRCUIT AMPS)

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240V SIMPLEX RECEPTACLE (NUMBER DENOTES CIRCUIT AMPS)

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120V, 20A SIMPLEX RECEPTACLE

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EXISTING UNDERGROUND ELECTRIC

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FENCE

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GROUNDING ELECTRODE CONDUCTOR

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OVERHEAD ELECTRIC

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OHE

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CONDUIT RUN CONCEALED IN CEILING, FLOOR, OR IN WALLS

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EXISTING CONDUIT

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CONDUIT TURNED DOWN

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UNDERGROUND CONDUIT DUCTBANK

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CONDUIT STUBUP

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EXPOSED CONDUIT

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CIRCUIT BREAKER STYLE DISCONNECT SWITCH

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FUSED DISCONNECT SWITCH

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BUTTERFLY VALVE

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PLUG VALVE

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COMBINATION MOTOR STARTER

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SOLENOID VALVE (ENERGIZE TO CLOSE)

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SOLENOID VALVE (ENERGIZE TO OPEN)

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CB

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NON-FUSED DISCONNECT SWITCH

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INTRUSION ALARM SWITCH

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PLAN LEGEND

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PRESSURE TRANSMITTER

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LEVEL TRANSMITTER

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PRESSURE SWITCH

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JUNCTION BOX

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GROUND ROD AND WELL

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PANELBOARD

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WALL MOUNTED LIGHT

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GATE VALVE

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CR

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TERMINAL BLOCK

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INTERNAL WIRING

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NORMALLY OPEN MOMENTARY-CONTACT PUSHBUTTON

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LEVEL PROBE

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PUSH-PULL EMERGENCY STOP PUSHBUTTON

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EARTH GROUND CONNECTION

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NORMALLY CLOSED MOMENTARY-CONTACT PUSHBUTTON

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3-POSITION SELECTOR SWITCH

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LIGHTING CONTACTOR OR MOTOR STARTER (NUMBER INDICATES NEMA RATING)

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CIRCUIT BREAKER WITH DOOR OPERATED HANDLE

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CONTROL RELAY CONTACTS CONTROLLED BY PLC DISCRETE OUTPUT (N.O.)

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CONTROL RELAY CONTACTS CONTROLLED BY PLC DISCRETE OUTPUT (N.C.)

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NORMALLY CLOSED CONTACTS

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NORMALLY OPEN CONTACTS

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CIRCUIT BREAKER

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POWER TRANSFORMER

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CURRENT TRANSFORMER

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TERMINAL BLOCK

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DISCONNECT SWITCH (N.O.)

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DISCONNECT SWITCH (N.C.)

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EXHAUST FAN

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HOMERUN ((1) HOT, (1) NEUTRAL) (#12 MIN)

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MOTOR (20 DENOTES MOTOR HORSEPOWER)

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LEVEL ELEMENT

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OR

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ALARM BEACON

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PRESSURE GAUGE

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PI

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LE

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PS

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PT

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LT

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NS

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FLOW ELEMENT

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FE

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UTILITY CONDUIT DUCTBANK

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GENERAL ELECTRICAL REQUIREMENTS

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ANTENNA

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TEMPERATURE SWITCH CLOSES ON RISING TEMPERATURE

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EXHAUST FAN

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REFER TO SPECIFICATIONS FOR ADDITIONAL PROJECT REQUIREMENTS.

AutoCAD SHX Text ANY CHANGES FROM APPROVED PLANS MUST BE SUBMITTED TO OWNER AND/OR ENGINEER FOR CHANGES FROM APPROVED PLANS MUST BE SUBMITTED TO OWNER AND/OR ENGINEER FOR CHANGES FROM APPROVED PLANS MUST BE SUBMITTED TO OWNER AND/OR ENGINEER FOR FROM APPROVED PLANS MUST BE SUBMITTED TO OWNER AND/OR ENGINEER FOR FROM APPROVED PLANS MUST BE SUBMITTED TO OWNER AND/OR ENGINEER FOR APPROVED PLANS MUST BE SUBMITTED TO OWNER AND/OR ENGINEER FOR APPROVED PLANS MUST BE SUBMITTED TO OWNER AND/OR ENGINEER FOR PLANS MUST BE SUBMITTED TO OWNER AND/OR ENGINEER FOR PLANS MUST BE SUBMITTED TO OWNER AND/OR ENGINEER FOR MUST BE SUBMITTED TO OWNER AND/OR ENGINEER FOR MUST BE SUBMITTED TO OWNER AND/OR ENGINEER FOR BE SUBMITTED TO OWNER AND/OR ENGINEER FOR BE SUBMITTED TO OWNER AND/OR ENGINEER FOR SUBMITTED TO OWNER AND/OR ENGINEER FOR SUBMITTED TO OWNER AND/OR ENGINEER FOR TO OWNER AND/OR ENGINEER FOR TO OWNER AND/OR ENGINEER FOR OWNER AND/OR ENGINEER FOR OWNER AND/OR ENGINEER FOR AND/OR ENGINEER FOR AND/OR ENGINEER FOR ENGINEER FOR ENGINEER FOR FOR FOR WRITTEN APPROVAL PRIOR TO INSTALLATION.

AutoCAD SHX Text LEAVE THE SITE CLEAN, REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE SCRAPS AND THE SITE CLEAN, REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE SCRAPS AND THE SITE CLEAN, REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE SCRAPS AND SITE CLEAN, REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE SCRAPS AND SITE CLEAN, REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE SCRAPS AND CLEAN, REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE SCRAPS AND CLEAN, REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE SCRAPS AND REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE SCRAPS AND REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE SCRAPS AND ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE SCRAPS AND ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE SCRAPS AND DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE SCRAPS AND DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE SCRAPS AND EMPTY CARTONS, TOOLS, CONDUIT, WIRE SCRAPS AND EMPTY CARTONS, TOOLS, CONDUIT, WIRE SCRAPS AND CARTONS, TOOLS, CONDUIT, WIRE SCRAPS AND CARTONS, TOOLS, CONDUIT, WIRE SCRAPS AND TOOLS, CONDUIT, WIRE SCRAPS AND TOOLS, CONDUIT, WIRE SCRAPS AND CONDUIT, WIRE SCRAPS AND CONDUIT, WIRE SCRAPS AND WIRE SCRAPS AND WIRE SCRAPS AND SCRAPS AND SCRAPS AND AND AND ALL MISCELLANEOUS SPARE EQUIPMENT AND MATERIALS USED IN THE WORK DURING CONSTRUCTION. MISCELLANEOUS SPARE EQUIPMENT AND MATERIALS USED IN THE WORK DURING CONSTRUCTION. MISCELLANEOUS SPARE EQUIPMENT AND MATERIALS USED IN THE WORK DURING CONSTRUCTION. SPARE EQUIPMENT AND MATERIALS USED IN THE WORK DURING CONSTRUCTION. SPARE EQUIPMENT AND MATERIALS USED IN THE WORK DURING CONSTRUCTION. EQUIPMENT AND MATERIALS USED IN THE WORK DURING CONSTRUCTION. EQUIPMENT AND MATERIALS USED IN THE WORK DURING CONSTRUCTION. AND MATERIALS USED IN THE WORK DURING CONSTRUCTION. AND MATERIALS USED IN THE WORK DURING CONSTRUCTION. MATERIALS USED IN THE WORK DURING CONSTRUCTION. MATERIALS USED IN THE WORK DURING CONSTRUCTION. USED IN THE WORK DURING CONSTRUCTION. USED IN THE WORK DURING CONSTRUCTION. IN THE WORK DURING CONSTRUCTION. IN THE WORK DURING CONSTRUCTION. THE WORK DURING CONSTRUCTION. THE WORK DURING CONSTRUCTION. WORK DURING CONSTRUCTION. WORK DURING CONSTRUCTION. DURING CONSTRUCTION. DURING CONSTRUCTION. CONSTRUCTION. CONSTRUCTION. ALL COMPONENTS SHALL BE FREE OF DUST, GRIT AND FOREIGN MATERIALS, LEFT AS NEW BEFORE COMPONENTS SHALL BE FREE OF DUST, GRIT AND FOREIGN MATERIALS, LEFT AS NEW BEFORE COMPONENTS SHALL BE FREE OF DUST, GRIT AND FOREIGN MATERIALS, LEFT AS NEW BEFORE SHALL BE FREE OF DUST, GRIT AND FOREIGN MATERIALS, LEFT AS NEW BEFORE SHALL BE FREE OF DUST, GRIT AND FOREIGN MATERIALS, LEFT AS NEW BEFORE BE FREE OF DUST, GRIT AND FOREIGN MATERIALS, LEFT AS NEW BEFORE BE FREE OF DUST, GRIT AND FOREIGN MATERIALS, LEFT AS NEW BEFORE FREE OF DUST, GRIT AND FOREIGN MATERIALS, LEFT AS NEW BEFORE FREE OF DUST, GRIT AND FOREIGN MATERIALS, LEFT AS NEW BEFORE OF DUST, GRIT AND FOREIGN MATERIALS, LEFT AS NEW BEFORE OF DUST, GRIT AND FOREIGN MATERIALS, LEFT AS NEW BEFORE DUST, GRIT AND FOREIGN MATERIALS, LEFT AS NEW BEFORE DUST, GRIT AND FOREIGN MATERIALS, LEFT AS NEW BEFORE GRIT AND FOREIGN MATERIALS, LEFT AS NEW BEFORE GRIT AND FOREIGN MATERIALS, LEFT AS NEW BEFORE AND FOREIGN MATERIALS, LEFT AS NEW BEFORE AND FOREIGN MATERIALS, LEFT AS NEW BEFORE FOREIGN MATERIALS, LEFT AS NEW BEFORE FOREIGN MATERIALS, LEFT AS NEW BEFORE MATERIALS, LEFT AS NEW BEFORE MATERIALS, LEFT AS NEW BEFORE LEFT AS NEW BEFORE LEFT AS NEW BEFORE AS NEW BEFORE AS NEW BEFORE NEW BEFORE NEW BEFORE BEFORE BEFORE FINAL ACCEPTANCE OF WORK.

AutoCAD SHX Text PROTECT ALL ELECTRICAL MATERIAL AND EQUIPMENT INSTALLED UNDER THIS CONTRACT AGAINST ALL ELECTRICAL MATERIAL AND EQUIPMENT INSTALLED UNDER THIS CONTRACT AGAINST ALL ELECTRICAL MATERIAL AND EQUIPMENT INSTALLED UNDER THIS CONTRACT AGAINST ELECTRICAL MATERIAL AND EQUIPMENT INSTALLED UNDER THIS CONTRACT AGAINST ELECTRICAL MATERIAL AND EQUIPMENT INSTALLED UNDER THIS CONTRACT AGAINST MATERIAL AND EQUIPMENT INSTALLED UNDER THIS CONTRACT AGAINST MATERIAL AND EQUIPMENT INSTALLED UNDER THIS CONTRACT AGAINST AND EQUIPMENT INSTALLED UNDER THIS CONTRACT AGAINST AND EQUIPMENT INSTALLED UNDER THIS CONTRACT AGAINST EQUIPMENT INSTALLED UNDER THIS CONTRACT AGAINST EQUIPMENT INSTALLED UNDER THIS CONTRACT AGAINST INSTALLED UNDER THIS CONTRACT AGAINST INSTALLED UNDER THIS CONTRACT AGAINST UNDER THIS CONTRACT AGAINST UNDER THIS CONTRACT AGAINST THIS CONTRACT AGAINST THIS CONTRACT AGAINST CONTRACT AGAINST CONTRACT AGAINST AGAINST AGAINST DAMAGE BY OTHER TRADES, WEATHER CONDITIONS OR ANY OTHER CAUSES. EQUIPMENT FOUND BY OTHER TRADES, WEATHER CONDITIONS OR ANY OTHER CAUSES. EQUIPMENT FOUND BY OTHER TRADES, WEATHER CONDITIONS OR ANY OTHER CAUSES. EQUIPMENT FOUND OTHER TRADES, WEATHER CONDITIONS OR ANY OTHER CAUSES. EQUIPMENT FOUND OTHER TRADES, WEATHER CONDITIONS OR ANY OTHER CAUSES. EQUIPMENT FOUND TRADES, WEATHER CONDITIONS OR ANY OTHER CAUSES. EQUIPMENT FOUND TRADES, WEATHER CONDITIONS OR ANY OTHER CAUSES. EQUIPMENT FOUND WEATHER CONDITIONS OR ANY OTHER CAUSES. EQUIPMENT FOUND WEATHER CONDITIONS OR ANY OTHER CAUSES. EQUIPMENT FOUND CONDITIONS OR ANY OTHER CAUSES. EQUIPMENT FOUND CONDITIONS OR ANY OTHER CAUSES. EQUIPMENT FOUND OR ANY OTHER CAUSES. EQUIPMENT FOUND OR ANY OTHER CAUSES. EQUIPMENT FOUND ANY OTHER CAUSES. EQUIPMENT FOUND ANY OTHER CAUSES. EQUIPMENT FOUND OTHER CAUSES. EQUIPMENT FOUND OTHER CAUSES. EQUIPMENT FOUND CAUSES. EQUIPMENT FOUND CAUSES. EQUIPMENT FOUND EQUIPMENT FOUND EQUIPMENT FOUND FOUND FOUND DAMAGED OR IN OTHER THAN NEW CONDITION WILL BE REJECTED AS DEFECTIVE.

AutoCAD SHX Text ALL MATERIALS SHALL BE NEW AND OF THE BEST QUALITY, MANUFACTURED IN ACCORDANCE WITH MATERIALS SHALL BE NEW AND OF THE BEST QUALITY, MANUFACTURED IN ACCORDANCE WITH MATERIALS SHALL BE NEW AND OF THE BEST QUALITY, MANUFACTURED IN ACCORDANCE WITH SHALL BE NEW AND OF THE BEST QUALITY, MANUFACTURED IN ACCORDANCE WITH SHALL BE NEW AND OF THE BEST QUALITY, MANUFACTURED IN ACCORDANCE WITH BE NEW AND OF THE BEST QUALITY, MANUFACTURED IN ACCORDANCE WITH BE NEW AND OF THE BEST QUALITY, MANUFACTURED IN ACCORDANCE WITH NEW AND OF THE BEST QUALITY, MANUFACTURED IN ACCORDANCE WITH NEW AND OF THE BEST QUALITY, MANUFACTURED IN ACCORDANCE WITH AND OF THE BEST QUALITY, MANUFACTURED IN ACCORDANCE WITH AND OF THE BEST QUALITY, MANUFACTURED IN ACCORDANCE WITH OF THE BEST QUALITY, MANUFACTURED IN ACCORDANCE WITH OF THE BEST QUALITY, MANUFACTURED IN ACCORDANCE WITH THE BEST QUALITY, MANUFACTURED IN ACCORDANCE WITH THE BEST QUALITY, MANUFACTURED IN ACCORDANCE WITH BEST QUALITY, MANUFACTURED IN ACCORDANCE WITH BEST QUALITY, MANUFACTURED IN ACCORDANCE WITH QUALITY, MANUFACTURED IN ACCORDANCE WITH QUALITY, MANUFACTURED IN ACCORDANCE WITH MANUFACTURED IN ACCORDANCE WITH MANUFACTURED IN ACCORDANCE WITH IN ACCORDANCE WITH IN ACCORDANCE WITH ACCORDANCE WITH ACCORDANCE WITH WITH WITH NEMA, ANSI, U.L. OR OTHER APPLICABLE STANDARDS. THE USE OF MANUFACTURER'S NAMES, MODELS ANSI, U.L. OR OTHER APPLICABLE STANDARDS. THE USE OF MANUFACTURER'S NAMES, MODELS ANSI, U.L. OR OTHER APPLICABLE STANDARDS. THE USE OF MANUFACTURER'S NAMES, MODELS U.L. OR OTHER APPLICABLE STANDARDS. THE USE OF MANUFACTURER'S NAMES, MODELS U.L. OR OTHER APPLICABLE STANDARDS. THE USE OF MANUFACTURER'S NAMES, MODELS OR OTHER APPLICABLE STANDARDS. THE USE OF MANUFACTURER'S NAMES, MODELS OR OTHER APPLICABLE STANDARDS. THE USE OF MANUFACTURER'S NAMES, MODELS OTHER APPLICABLE STANDARDS. THE USE OF MANUFACTURER'S NAMES, MODELS OTHER APPLICABLE STANDARDS. THE USE OF MANUFACTURER'S NAMES, MODELS APPLICABLE STANDARDS. THE USE OF MANUFACTURER'S NAMES, MODELS APPLICABLE STANDARDS. THE USE OF MANUFACTURER'S NAMES, MODELS STANDARDS. THE USE OF MANUFACTURER'S NAMES, MODELS STANDARDS. THE USE OF MANUFACTURER'S NAMES, MODELS THE USE OF MANUFACTURER'S NAMES, MODELS THE USE OF MANUFACTURER'S NAMES, MODELS USE OF MANUFACTURER'S NAMES, MODELS USE OF MANUFACTURER'S NAMES, MODELS OF MANUFACTURER'S NAMES, MODELS OF MANUFACTURER'S NAMES, MODELS MANUFACTURER'S NAMES, MODELS MANUFACTURER'S NAMES, MODELS NAMES, MODELS NAMES, MODELS MODELS MODELS AND NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE USEFULNESS AND BID PRICE. NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE USEFULNESS AND BID PRICE. NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE USEFULNESS AND BID PRICE. IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE USEFULNESS AND BID PRICE. IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE USEFULNESS AND BID PRICE. INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE USEFULNESS AND BID PRICE. INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE USEFULNESS AND BID PRICE. TO ESTABLISH STYLE, QUALITY, APPEARANCE USEFULNESS AND BID PRICE. TO ESTABLISH STYLE, QUALITY, APPEARANCE USEFULNESS AND BID PRICE. ESTABLISH STYLE, QUALITY, APPEARANCE USEFULNESS AND BID PRICE. ESTABLISH STYLE, QUALITY, APPEARANCE USEFULNESS AND BID PRICE. STYLE, QUALITY, APPEARANCE USEFULNESS AND BID PRICE. STYLE, QUALITY, APPEARANCE USEFULNESS AND BID PRICE. QUALITY, APPEARANCE USEFULNESS AND BID PRICE. QUALITY, APPEARANCE USEFULNESS AND BID PRICE. APPEARANCE USEFULNESS AND BID PRICE. APPEARANCE USEFULNESS AND BID PRICE. USEFULNESS AND BID PRICE. USEFULNESS AND BID PRICE. AND BID PRICE. AND BID PRICE. BID PRICE. BID PRICE. PRICE. PRICE. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED IN WRITING AND REVIEWED BY THE ENGINEER BEFORE SUBSTITUTIONS SHALL BE SUBMITTED IN WRITING AND REVIEWED BY THE ENGINEER BEFORE SUBSTITUTIONS SHALL BE SUBMITTED IN WRITING AND REVIEWED BY THE ENGINEER BEFORE SHALL BE SUBMITTED IN WRITING AND REVIEWED BY THE ENGINEER BEFORE SHALL BE SUBMITTED IN WRITING AND REVIEWED BY THE ENGINEER BEFORE BE SUBMITTED IN WRITING AND REVIEWED BY THE ENGINEER BEFORE BE SUBMITTED IN WRITING AND REVIEWED BY THE ENGINEER BEFORE SUBMITTED IN WRITING AND REVIEWED BY THE ENGINEER BEFORE SUBMITTED IN WRITING AND REVIEWED BY THE ENGINEER BEFORE IN WRITING AND REVIEWED BY THE ENGINEER BEFORE IN WRITING AND REVIEWED BY THE ENGINEER BEFORE WRITING AND REVIEWED BY THE ENGINEER BEFORE WRITING AND REVIEWED BY THE ENGINEER BEFORE AND REVIEWED BY THE ENGINEER BEFORE AND REVIEWED BY THE ENGINEER BEFORE REVIEWED BY THE ENGINEER BEFORE REVIEWED BY THE ENGINEER BEFORE BY THE ENGINEER BEFORE BY THE ENGINEER BEFORE THE ENGINEER BEFORE THE ENGINEER BEFORE ENGINEER BEFORE ENGINEER BEFORE BEFORE BEFORE ORDERING.

AutoCAD SHX Text VISIT THE SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND ALL OTHER FACTORS WHICH MAY THE SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND ALL OTHER FACTORS WHICH MAY THE SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND ALL OTHER FACTORS WHICH MAY SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND ALL OTHER FACTORS WHICH MAY SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND ALL OTHER FACTORS WHICH MAY TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND ALL OTHER FACTORS WHICH MAY TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND ALL OTHER FACTORS WHICH MAY BECOME FAMILIAR WITH EXISTING CONDITIONS AND ALL OTHER FACTORS WHICH MAY BECOME FAMILIAR WITH EXISTING CONDITIONS AND ALL OTHER FACTORS WHICH MAY FAMILIAR WITH EXISTING CONDITIONS AND ALL OTHER FACTORS WHICH MAY FAMILIAR WITH EXISTING CONDITIONS AND ALL OTHER FACTORS WHICH MAY WITH EXISTING CONDITIONS AND ALL OTHER FACTORS WHICH MAY WITH EXISTING CONDITIONS AND ALL OTHER FACTORS WHICH MAY EXISTING CONDITIONS AND ALL OTHER FACTORS WHICH MAY EXISTING CONDITIONS AND ALL OTHER FACTORS WHICH MAY CONDITIONS AND ALL OTHER FACTORS WHICH MAY CONDITIONS AND ALL OTHER FACTORS WHICH MAY AND ALL OTHER FACTORS WHICH MAY AND ALL OTHER FACTORS WHICH MAY ALL OTHER FACTORS WHICH MAY ALL OTHER FACTORS WHICH MAY OTHER FACTORS WHICH MAY OTHER FACTORS WHICH MAY FACTORS WHICH MAY FACTORS WHICH MAY WHICH MAY WHICH MAY MAY MAY AFFECT THE EXECUTION OF THIS WORK.

AutoCAD SHX Text THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE AND LOCAL COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE AND LOCAL COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE AND LOCAL INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE AND LOCAL INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE AND LOCAL SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE AND LOCAL SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE AND LOCAL CONFORM TO ALL APPLICABLE FEDERAL, STATE AND LOCAL CONFORM TO ALL APPLICABLE FEDERAL, STATE AND LOCAL TO ALL APPLICABLE FEDERAL, STATE AND LOCAL TO ALL APPLICABLE FEDERAL, STATE AND LOCAL ALL APPLICABLE FEDERAL, STATE AND LOCAL ALL APPLICABLE FEDERAL, STATE AND LOCAL APPLICABLE FEDERAL, STATE AND LOCAL APPLICABLE FEDERAL, STATE AND LOCAL FEDERAL, STATE AND LOCAL FEDERAL, STATE AND LOCAL STATE AND LOCAL STATE AND LOCAL AND LOCAL AND LOCAL LOCAL LOCAL CODE ORDINANCES AND REGULATIONS. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS AND ORDINANCES AND REGULATIONS. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS AND ORDINANCES AND REGULATIONS. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS AND AND REGULATIONS. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS AND AND REGULATIONS. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS AND REGULATIONS. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS AND REGULATIONS. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS AND CONTRACTOR SHALL OBTAIN NECESSARY PERMITS AND CONTRACTOR SHALL OBTAIN NECESSARY PERMITS AND SHALL OBTAIN NECESSARY PERMITS AND SHALL OBTAIN NECESSARY PERMITS AND OBTAIN NECESSARY PERMITS AND OBTAIN NECESSARY PERMITS AND NECESSARY PERMITS AND NECESSARY PERMITS AND PERMITS AND PERMITS AND AND AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES. ALL WORK SHALL BE DONE IN A NEAT, REQUIRED BY THE GOVERNING AUTHORITIES. ALL WORK SHALL BE DONE IN A NEAT, REQUIRED BY THE GOVERNING AUTHORITIES. ALL WORK SHALL BE DONE IN A NEAT, BY THE GOVERNING AUTHORITIES. ALL WORK SHALL BE DONE IN A NEAT, BY THE GOVERNING AUTHORITIES. ALL WORK SHALL BE DONE IN A NEAT, THE GOVERNING AUTHORITIES. ALL WORK SHALL BE DONE IN A NEAT, THE GOVERNING AUTHORITIES. ALL WORK SHALL BE DONE IN A NEAT, GOVERNING AUTHORITIES. ALL WORK SHALL BE DONE IN A NEAT, GOVERNING AUTHORITIES. ALL WORK SHALL BE DONE IN A NEAT, AUTHORITIES. ALL WORK SHALL BE DONE IN A NEAT, AUTHORITIES. ALL WORK SHALL BE DONE IN A NEAT, ALL WORK SHALL BE DONE IN A NEAT, ALL WORK SHALL BE DONE IN A NEAT, WORK SHALL BE DONE IN A NEAT, WORK SHALL BE DONE IN A NEAT, SHALL BE DONE IN A NEAT, SHALL BE DONE IN A NEAT, BE DONE IN A NEAT, BE DONE IN A NEAT, DONE IN A NEAT, DONE IN A NEAT, IN A NEAT, IN A NEAT, A NEAT, A NEAT, NEAT, NEAT, WORKMANLIKE, FINISHED AND SAFE MANNER, ACCORDING TO THE LATEST PUBLISHED N.E.C.A. FINISHED AND SAFE MANNER, ACCORDING TO THE LATEST PUBLISHED N.E.C.A. FINISHED AND SAFE MANNER, ACCORDING TO THE LATEST PUBLISHED N.E.C.A. AND SAFE MANNER, ACCORDING TO THE LATEST PUBLISHED N.E.C.A. AND SAFE MANNER, ACCORDING TO THE LATEST PUBLISHED N.E.C.A. SAFE MANNER, ACCORDING TO THE LATEST PUBLISHED N.E.C.A. SAFE MANNER, ACCORDING TO THE LATEST PUBLISHED N.E.C.A. MANNER, ACCORDING TO THE LATEST PUBLISHED N.E.C.A. MANNER, ACCORDING TO THE LATEST PUBLISHED N.E.C.A. ACCORDING TO THE LATEST PUBLISHED N.E.C.A. ACCORDING TO THE LATEST PUBLISHED N.E.C.A. TO THE LATEST PUBLISHED N.E.C.A. TO THE LATEST PUBLISHED N.E.C.A. THE LATEST PUBLISHED N.E.C.A. THE LATEST PUBLISHED N.E.C.A. LATEST PUBLISHED N.E.C.A. LATEST PUBLISHED N.E.C.A. PUBLISHED N.E.C.A. PUBLISHED N.E.C.A. N.E.C.A. N.E.C.A. STANDARDS OF INSTALLATION, UNDER COMPETENT SUPERVISION. INSTALL GROUNDING AS REQUIRED BY OF INSTALLATION, UNDER COMPETENT SUPERVISION. INSTALL GROUNDING AS REQUIRED BY OF INSTALLATION, UNDER COMPETENT SUPERVISION. INSTALL GROUNDING AS REQUIRED BY INSTALLATION, UNDER COMPETENT SUPERVISION. INSTALL GROUNDING AS REQUIRED BY INSTALLATION, UNDER COMPETENT SUPERVISION. INSTALL GROUNDING AS REQUIRED BY UNDER COMPETENT SUPERVISION. INSTALL GROUNDING AS REQUIRED BY UNDER COMPETENT SUPERVISION. INSTALL GROUNDING AS REQUIRED BY COMPETENT SUPERVISION. INSTALL GROUNDING AS REQUIRED BY COMPETENT SUPERVISION. INSTALL GROUNDING AS REQUIRED BY SUPERVISION. INSTALL GROUNDING AS REQUIRED BY SUPERVISION. INSTALL GROUNDING AS REQUIRED BY INSTALL GROUNDING AS REQUIRED BY INSTALL GROUNDING AS REQUIRED BY GROUNDING AS REQUIRED BY GROUNDING AS REQUIRED BY AS REQUIRED BY AS REQUIRED BY REQUIRED BY REQUIRED BY BY BY THE NATIONAL ELECTRIC CODE (2017).

AutoCAD SHX Text G.

AutoCAD SHX Text F.

AutoCAD SHX Text E.

AutoCAD SHX Text B.

AutoCAD SHX Text D.

AutoCAD SHX Text C.

AutoCAD SHX Text A.

AutoCAD SHX Text THESE CONTRACT DOCUMENTS ARE SUBJECT TO THE INTERPRETATION OF THE ENGINEER. ALL CONTRACT DOCUMENTS ARE SUBJECT TO THE INTERPRETATION OF THE ENGINEER. ALL CONTRACT DOCUMENTS ARE SUBJECT TO THE INTERPRETATION OF THE ENGINEER. ALL DOCUMENTS ARE SUBJECT TO THE INTERPRETATION OF THE ENGINEER. ALL DOCUMENTS ARE SUBJECT TO THE INTERPRETATION OF THE ENGINEER. ALL ARE SUBJECT TO THE INTERPRETATION OF THE ENGINEER. ALL ARE SUBJECT TO THE INTERPRETATION OF THE ENGINEER. ALL SUBJECT TO THE INTERPRETATION OF THE ENGINEER. ALL SUBJECT TO THE INTERPRETATION OF THE ENGINEER. ALL TO THE INTERPRETATION OF THE ENGINEER. ALL TO THE INTERPRETATION OF THE ENGINEER. ALL THE INTERPRETATION OF THE ENGINEER. ALL THE INTERPRETATION OF THE ENGINEER. ALL INTERPRETATION OF THE ENGINEER. ALL INTERPRETATION OF THE ENGINEER. ALL OF THE ENGINEER. ALL OF THE ENGINEER. ALL THE ENGINEER. ALL THE ENGINEER. ALL ENGINEER. ALL ENGINEER. ALL ALL ALL QUESTIONS REGARDING THESE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ENGINEER. ANYONE REGARDING THESE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ENGINEER. ANYONE REGARDING THESE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ENGINEER. ANYONE THESE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ENGINEER. ANYONE THESE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ENGINEER. ANYONE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ENGINEER. ANYONE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ENGINEER. ANYONE DOCUMENTS SHALL BE BROUGHT TO THE ENGINEER. ANYONE DOCUMENTS SHALL BE BROUGHT TO THE ENGINEER. ANYONE SHALL BE BROUGHT TO THE ENGINEER. ANYONE SHALL BE BROUGHT TO THE ENGINEER. ANYONE BE BROUGHT TO THE ENGINEER. ANYONE BE BROUGHT TO THE ENGINEER. ANYONE BROUGHT TO THE ENGINEER. ANYONE BROUGHT TO THE ENGINEER. ANYONE TO THE ENGINEER. ANYONE TO THE ENGINEER. ANYONE THE ENGINEER. ANYONE THE ENGINEER. ANYONE ENGINEER. ANYONE ENGINEER. ANYONE ANYONE ANYONE WHO TAKES UPON THEMSELVES THE INTERPRETATION OF THESE CONTRACT DOCUMENTS OR MAKES TAKES UPON THEMSELVES THE INTERPRETATION OF THESE CONTRACT DOCUMENTS OR MAKES TAKES UPON THEMSELVES THE INTERPRETATION OF THESE CONTRACT DOCUMENTS OR MAKES UPON THEMSELVES THE INTERPRETATION OF THESE CONTRACT DOCUMENTS OR MAKES UPON THEMSELVES THE INTERPRETATION OF THESE CONTRACT DOCUMENTS OR MAKES THEMSELVES THE INTERPRETATION OF THESE CONTRACT DOCUMENTS OR MAKES THEMSELVES THE INTERPRETATION OF THESE CONTRACT DOCUMENTS OR MAKES THE INTERPRETATION OF THESE CONTRACT DOCUMENTS OR MAKES THE INTERPRETATION OF THESE CONTRACT DOCUMENTS OR MAKES INTERPRETATION OF THESE CONTRACT DOCUMENTS OR MAKES INTERPRETATION OF THESE CONTRACT DOCUMENTS OR MAKES OF THESE CONTRACT DOCUMENTS OR MAKES OF THESE CONTRACT DOCUMENTS OR MAKES THESE CONTRACT DOCUMENTS OR MAKES THESE CONTRACT DOCUMENTS OR MAKES CONTRACT DOCUMENTS OR MAKES CONTRACT DOCUMENTS OR MAKES DOCUMENTS OR MAKES DOCUMENTS OR MAKES OR MAKES OR MAKES MAKES MAKES REVISIONS TO THE SAME WITHOUT CONFERRING WITH THE DESIGN ENGINEER SHALL BE RESPONSIBLE TO THE SAME WITHOUT CONFERRING WITH THE DESIGN ENGINEER SHALL BE RESPONSIBLE TO THE SAME WITHOUT CONFERRING WITH THE DESIGN ENGINEER SHALL BE RESPONSIBLE THE SAME WITHOUT CONFERRING WITH THE DESIGN ENGINEER SHALL BE RESPONSIBLE THE SAME WITHOUT CONFERRING WITH THE DESIGN ENGINEER SHALL BE RESPONSIBLE SAME WITHOUT CONFERRING WITH THE DESIGN ENGINEER SHALL BE RESPONSIBLE SAME WITHOUT CONFERRING WITH THE DESIGN ENGINEER SHALL BE RESPONSIBLE WITHOUT CONFERRING WITH THE DESIGN ENGINEER SHALL BE RESPONSIBLE WITHOUT CONFERRING WITH THE DESIGN ENGINEER SHALL BE RESPONSIBLE CONFERRING WITH THE DESIGN ENGINEER SHALL BE RESPONSIBLE CONFERRING WITH THE DESIGN ENGINEER SHALL BE RESPONSIBLE WITH THE DESIGN ENGINEER SHALL BE RESPONSIBLE WITH THE DESIGN ENGINEER SHALL BE RESPONSIBLE THE DESIGN ENGINEER SHALL BE RESPONSIBLE THE DESIGN ENGINEER SHALL BE RESPONSIBLE DESIGN ENGINEER SHALL BE RESPONSIBLE DESIGN ENGINEER SHALL BE RESPONSIBLE ENGINEER SHALL BE RESPONSIBLE ENGINEER SHALL BE RESPONSIBLE SHALL BE RESPONSIBLE SHALL BE RESPONSIBLE BE RESPONSIBLE BE RESPONSIBLE RESPONSIBLE RESPONSIBLE FOR THE CONSEQUENCES THEREOF.

AutoCAD SHX Text H.

AutoCAD SHX Text

CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER FOR INSPECTIONS AS REQUIRED.

AutoCAD SHX Text I.

AutoCAD SHX Text CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INSPECTIONS FROM APPROPRIATE GOVERNMENTAL SHALL BE RESPONSIBLE FOR OBTAINING INSPECTIONS FROM APPROPRIATE GOVERNMENTAL SHALL BE RESPONSIBLE FOR OBTAINING…