Nizhoni_Blvd.Ph_IV-_2nd_Int-Dec-comb_Drawings.pdf

PDF 34 MB Posted Jan 13, 2025

Attached to: Construction - Phase IV, Second Street and East Nizhoni Boulevard Intersection Improvements, Funded: New Mexico Department of Transportation TPF HW2LP60040 TPF HW2L600250 CNLP60006
Solicitation number: 2026-ITB-003
Issued by: Quay County, New Mexico

About this file

Written by GovTribe AI · Jul 2, 2025

This document is a comprehensive set of engineering and construction drawings for the City of Gallup's Phase IV: 2nd Street and East Nizhoni Boulevard Intersection Improvements project, funded by the New Mexico Department of Transportation (NMDOT) under project numbers TPF HW2LP60040 and TPF HW2L600250. The project involves reconstructing the intersection, including roadway improvements, utility replacements, traffic signal upgrades, and Americans with Disabilities Act (ADA) compliant pedestrian infrastructure. Key work includes replacing approximately 203 linear feet of 8-inch effluent line with a new 12-inch ductile iron line, replacing 264 linear feet of 8-inch water line with a new 8-inch ductile iron line, installing new traffic signals, reconstructing curb and gutter, sidewalks, and ramps, and implementing new pavement markings and signage.

The project is preliminarily scheduled for November 2024 and will be executed through a formal bid process (Bid No. 20XX-ITB-XXX). The engineering plans detail specific quantities including 1,243 square yards of existing asphalt surface removal, 291 linear feet of existing header curb removal, 982 square yards of new sidewalk, and 430 linear feet of thermoplastic pavement striping. Funding is provided through NMDOT, with the City of Gallup as the primary implementing agency. The project scope encompasses both utility infrastructure renewal and transportation system improvements, focusing on enhancing traffic flow, pedestrian safety, and infrastructure resilience at this critical intersection in Gallup, New Mexico.

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File	Type	Posted
Construction_-_Phase_IV,_Second_Street_and_East_Nizhoni_Boulevard_Intersection_Improvements,_Funded:_New_Mexico_Department_of_Transportation_TPF_HW2LP60040_TPF_HW2L600250_CNLP60006_(Addendum_#1_Re.pdf	PDF	Jan 30, 2025
Plans_Phase_IV_-_2nd_Street_and_East_Nizhoni_Boulevard_Intersection_Improvements_1.pdf	PDF	Jan 17, 2025
Wage_Rate_Phase_IV_2nd_Street_and_East_Nizhoni_Boulevard_Intersection_Improvements.pdf	PDF	Jan 17, 2025
Engineers_Estimate_Phase_IV-2nd_St._&_East_Nizhoni_Blvd.pdf	PDF	Jan 13, 2025
Gallup_Municipal_ROW-Public_Easement_Work_Permit.pdf	PDF	Jan 13, 2025
EPA_Form_3510-9.pdf	PDF	Jan 13, 2025
NMDOT_Indemnification_and_Hold_Harmless_Agreement.pdf	PDF	Jan 13, 2025
EPA_Form_3510-13.pdf	PDF	Jan 13, 2025
NMDOT_A-066TrafficControlRoadwayWorkPermit.pdf	PDF	Jan 13, 2025
Statement_of_Intent_To_Pay_Prevailing_Wages.pdf	PDF	Jan 13, 2025
Affidavit_of_Wages_Paid.pdf	PDF	Jan 13, 2025
Gallup_Sample_Contract.pdf	PDF	Jan 13, 2025

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PROJECT

LOCATION

CITY OF GALLUP, NEW MEXICO

APPROXIMATE

SCALE: 1"=2000'

FUNDED BY: NEW MEXICO DEPARTMENT OF TRANSPORTATION

TO ALBUQUERQUE

GALLUP

DePAULI ENGINEERING & SURVEYING LLC

- CIVIL ENGINEERS AND LAND SURVEYORS -

for the

CITY OF GALLUP

McKINLEY COUNTY, NEW MEXICO

DATEBYNO.

TITLE SHEET SHEET

1 - 1307 SOUTH 4th STREET GALLUP, NM 87301

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

C A U T I O N

CALL NEW MEXICO ONE CALL

BEFORE YOU DIG!

SCALE: NTS

APPROXIMATE

SCALE: 1"=50'

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S\ M

\D O

C U

O N

I B O

D R

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I T O

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I B

.IM

-P H

- 2

N D

O N

.R 1.

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G D ra w in g

Fi le

: L U

PHASE IV: 2nd STREET AND EAST NIZHONI

BOULEVARD INTERSECTION IMPROVEMENTS

TO FLAGSTAFF

EAST SIDE WATER LOADING STATION

PROJECT

LOCATION

PHASE III: STA. 4+00 TO STA. 31+00

NIZHONI BOULEVARD

RECONSTRUCTION

PHASE II: STA. 31+00 TO STA. 34+00

COLLEGE INTERSECTION

RECONSTRUCTION

PHASE IV: STA. 1+00 TO STA. 4+00

2ND STREET INTERSECTION

RECONSTRUCTION

TPF HW2LP60040

CITY OF GALLUP

FORMAL BID NO. 20XX-ITB-XXX

PHASE IV: 2nd STREET AND EAST NIZHONI

BOULEVARD INTERSECTION

TPF HW2LP60040

NIZHONHI

BLVD.

2N D

S T

K A

N M

PRELIMINARY

FINAL

N O

D R

. FIRE

DEPARTMENTHOUSE No. 1

TPF HW2L600250

FORMAL BID NO. 20XX-ITB-XXX

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NOV. 2024

DePAULI ENGINEERING & SURVEYING LLC

- CIVIL ENGINEERS AND LAND SURVEYORS -

for the

CITY OF GALLUP

McKINLEY COUNTY, NEW MEXICO

DATEBYNO.

SHEET INDEX SHEET

1 - 2307 SOUTH 4th STREET GALLUP, NM 87301

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

TITLE SHEET1 - 1

INDEX

SHEET NO.

GENERAL NOTES

1 - 2 1 - 3

2 - 2 2 - 1

2 - 3

1 - 4

DESCRIPTION REVISION DATE SERIAL

SHEET INDEX

SHEET SUBTOTAL = 5

SHEET SUBTOTAL = 8

SHEET TOTAL = 54

2 - 5 2 - 6

2 - 4

SUMMARY OF QUANTITIES

INTERSECTION UTILITY CONSTRUCTION PLANS

INTERSECTION DEMOLITION PLANS

1 - 5 ENVIRONMENTAL COMMITMENT

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RAMP DETAILS

VICINITY TEMPORARY TRAFFIC CONTROL PLAN - UTILITY WORK

TRAFFIC SIGNAL GENERAL NOTES

TRAFFIC SIGNAL LEGEND AND INCIDENTAL ITEMS

9 - 1 9 - 2 9 - 3 9 - 4

GENERAL DETAILS

TRAFFIC SIGNAL ESTIMATED QUANTITIES

SIGNAL PLAN9 - 5

CITY OF GALLUP

INTERSECTION ROAD CONSTRUCTION PLANS-WEST SIDE

WATER DETAILS

MISCELLANEOUS DETAILS

PHASE IV: 2nd STREET AND EAST NIZHONI

BOULEVARD INTERSECTION

4 - 1

VICINITY TEMPORARY TRAFFIC CONTROL PLAN - ROAD WORK

RAMP DETAILS

4 - 2

SHEET SUBTOTAL = 3

707S-01-1/1TYPE I POLE AND PEDESTRIAN SIGNAL DETAILS

708S-01-1/1FOUNDATION DETAILS FOR TYPE I STANDARD AND CONTROLLER CABINET

PULL BOX DETAIL 710S - 01 - 1/1

SMALL SIGN SUPPORT INSTALLATION DETAILS 701 - 02 - 1/3 TO 3/3

ALUMINUM PANEL SIGN DETAILS 701 - 03 - 1/2 TO 2/2

708S-02-1/2 TO 2/2SIGN, SIGNAL AND LUMINAIRE SUPPORT STRUCTURES FOUNDATION DETAILS

707S-04-1/3 TO 3/3SIGN, SIGNAL AND LUMINAIRE SUPPORT STRUCTURES TYPE II AND III

707S-02-1/1SIGN, SIGNAL AND LUMINAIRE SUPPORT STRUCTURES GENERAL NOTES

9 - 6 9 - 7 9 - 8

CONDUITS AND CONDUCTORS

CONDUITS AND CONDUCTORS (CONT.D)

FUNCTIONS AND DETECTORS

TRAFFIC SIGNAL REMOVAL PLAN

VICINITY TEMPORARY TRAFFIC CONTROL PLAN - DETOUR PLANS4 - 3

PERMANENT TRAFFIC CONTROL & PAVEMENT MARKING PLANS - WEST SIDE

5 - 1 5 - 2

3 - 3

SHEET SUBTOTAL = 3

SHEET SUBTOTAL = 5

3 - 1 3 - 2

RAMP DETAILS

INTERSECTION ROAD CONSTRUCTION PLANS-EAST SIDE

2 - 7

5 - 3 5 - 4

PERMANENT TRAFFIC CONTROL & PAVEMENT MARKING PLANS - INTERSECTION

PERMANENT TRAFFIC CONTROL & PAVEMENT MARKING PLANS - EAST SIDE

PERMANENT TRAFFIC CONTROL & PAVEMENT MARKING DETAILS

INTERSECTION PAVEMENT MARKINGS DEMOLITION PLANS

5 - 5

PRELIMINARY

FINAL

FORMAL BID NO. 20XX-ITB-XXX

TPF HW2LP60040 TPF HW2L600250

OPTICAL DETECTOR INSTALLATION DETAILS 713S - 01 - 1/1

MACHINE VISION VEHICLE DETECTOR SYSTEMS 713S- 02 - 1/1

SHEET SUBTOTAL = 22

ELECTRICAL SERVICE DETAILS FOR SIGNALS 706S - 01 - 1/1

ROADWAY LIGHTING ELECTRICAL SERVICE DETAILS 706L - 02 - 1/1

706S - 03 - 1/2 706S - 03 - 2/2

707S - 03A - 1/2 TO 2/2

SIGNAL ONLY METER PEDESTAL WITH UPS (DIAGRAM "A") AND ELECTRICAL SCHEMATIC

SIGNAL ONLY METER PEDESTAL WITHOUT UPS (DIAGRAM "A") AND ELECTRICAL SCHEMATIC

SIGN, SIGNAL AND LUMINAIRE SUPPORT STRUCTURES TYPE IIA AND IIIA

DEMOLITION & CONSTRUCTION NOTES

2 - 8

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HAND RAIL

METAL RAIL FENCE

SIGN

OVER HEAD UTILITY LINE

GAS LINE

TOPOGRAPHIC LEGEND

TREE

LANDSCAPING

CONCRETE

ASPHALT

SEWER MANHOLE

CLEANOUT

STREET LIGHT

YARD LIGHT

ELECTRIC BOX

UTILITY POLE

WATER METER

GAS METER

BOLLARD

HANDICAP PARKING

CHAIN LINK FENCE

OVER HEAD ELECTRIC

SEWER LINE

CONTOURS

RIGHT-OF- WAY

WATER LINE

SPOT ELEVATIONS

DOWN GUY

WATER VALVE

CONTROL POINT & TBM (TEMPORARY BENCH MARK)

NAIL IN ASPHALT

STORM DRAIN PIPE

ELECTRIC MANHOLE

STORM DRAIN MANHOLE

UNDERGROUND ELECTRIC

TRAFFIC DIRECTION ARROWS

CURB INLET

YARD INLET

SIGNAL MAST ARM 20'

SIGNAL MAST ARM 30'

FIRE HYDRANT

TELEPHONE RISER

COMM. BOX

TRAFFIC CONTROL BOX

SHRUBS

EFFLUENT LINE

JUNCTION BOX

FLOWLINE

MONUMENT CORNERS

EARTH/SOIL

EXISTING PROPOSED

MONITORING WELL

CURB/WHEEL STOP

CROSSING PUSH BUTTON STATION

LIMITS OF DEMOLITION

DePAULI ENGINEERING & SURVEYING LLC

- CIVIL ENGINEERS AND LAND SURVEYORS -

for the

CITY OF GALLUP

McKINLEY COUNTY, NEW MEXICO

DATEBYNO.

GENERAL NOTES SHEET

1 - 3307 SOUTH 4th STREET GALLUP, NM 87301

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

C A U T I O N

CALL NEW MEXICO ONE CALL

BEFORE YOU DIG!

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)3.

SURVEY NOTES:

ABBREVIATIONS

GATE VALVE

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

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. THIS SHALL INCLUDE THE EXISTING PAVERS IN THE SOUTHWEST CORNER OF THE PROJECT CLOSEST TO THE FIRE DEPARTMENT.

4. BASE COURSE RAISED TO PAVEMENT LEVEL IN DRIVEWAYS AND STREETS FOR PUBLIC TRAVEL PRIOR TO PLACEMENT OF FINAL SURFACING

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

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

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

8. PROTECTION & MAINTENANCE OF PRIVATE & PUBLIC PROPERTY DURING STORMS & RUNOFF THAT MAY BE MORE VULNERABLE TO DAMAGE

BECAUSE OF CONSTRUCTION.

9. MEASUREMENTS FOR PAY QUANTITIES.

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

11. PROTECTION OF HORIZONTAL AND VERTICAL SURVEY CONTROL MONUMENTS.

12. MOBILIZATION FOR ALL PROJECT LOTS UNLESS OTHERWISE NOTED.

13. HAULING FOR BASE COURSE AND BACKFILL.

14. GRADE ADJUSTMENTS FOR EXISTING VALVE CANS, METER CANS, AND MANHOLE COVERS AND COLLARS DUE TO NEW GRADES AND ELEVATIONS.

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

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

CROSS SLOPES: 1.5% TYPICAL; 2.0% MAXIMUM

LANDINGS: 1.5% TYPICAL; 2.0% MAXIMUM

RAMPS: 6.67% TYPICAL; 8.3% MAXIMUM

MINIMUM CLEARANCE AROUND OBJECTS: 4 FT

MAXIMUM RAMP LENGTH: 30 FT

MINIMUM SIDEWALK WITDH: 5 FT

MINIMUM LANDING SURFACE: 5 FT X 5 FT

TRUNCATED DOME DETECTABLE WARNING SURFACE: 5 FT X 2 FT

ADA CONSTRUCTION NOTES:

* THIS SHALL BE MODIFIED WHEN UNABLE TO INSTALL AS INDICATED DUE TO RETAINING WALLS, BLOCKS WALLS, ETC.

POINT OF COMPOUND CURVE

ON CENTER

TYPICAL

DIAMETER

OUTER DIAMETER

INNER DIAMETER

CENTERLINE

ON CENTER EACH WAY

RADIUS

CURB AND GUTTER

SIDEWALK

STREET AND DRAINAGE

ROBERT HAMBLEN, DIRECTOR

(505)-863-1240

NM GAS COMPANY

IRMA BUSTAMANTE, SUPERINTENDENT

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

GALLUP, NEW MEXICO 87305

DAVE BROWN, SERVICE MANAGER

COMCAST CABLEVISION OF GALLUP

JOHN ORTIZ, SUPERINTENDENT

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

GALLUP, NEW MEXICO 87301

CITY OF GALLUP

ELECTRIC DEPARTMENT

CHARLES NOURSE, ACTING DIRECTOR

(505)-863-1289

TRANSWESTERN PIPELINE

PAT TRANCOSO (505)-870-9419

21 SPEEDWAY DR.

GALLUP, NM 87301

PUBLIC WORKS AND UTILITY OFFICIALS:

LAURENCE JOE, ENGINEER II DIANE WILLETO, ENGINEER

MIKE MORTUS, CONSTRUCTION COORDINATOR

SANITATION & WATER

P.O. BOX 1270

GALLUP, NEW MEXICO 87305

(505)-438-1930 dave.brown@centurylink.com

(505)-409-8042 laurence.joe@centurylink.com diane.willeto@centurylink.com

(505)-573-1311

(505) 722 4630 (OFFICE)

john_ortiz@cable.comcast.com mike_morturs@cable.comcast.com

(505) 274 8908 (CELL)

(505) 722 4630 (OFFICE)

(505) 274 8908 (CELL)

(505-863-3857) irma.bustamante@nmgco.com

RANDY FITZPATRICK, REGIONAL DIRECTOR

randy.fitzpatrick@nmgco.com

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

EXISTING

FINISH GRADE, PROFILE GRADE

CITY OF GALLUP

DETECTABLE WARNING SURFACE

rhamblen@GallupNM.gov

PUBLIC WORKS

C. B. STRAIN, DIRECTOR

(505)-863-1240 cstrain@GallupNM.gov

GENERAL CONSTRUCTION NOTES:

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

STRUCTURES AND OBSTRUCTIONS INCLUDING ASPHALT PAVEMENT, CONCRETE PAVEMENT, CULVERTS, TREES, SHRUBS, SIDEWALK, CURB & GUTTER, ROCK AND OTHER MISCELLANEOUS 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 EARTHWORK CONSTRUCTION SHALL BE TAKEN FROM THE CITY OF GALLUP EAST PUMP STATION LOCATED IMMEDIATELY NORTH OF INTERSTATE 40 AND APPROXIMATELY 1/2 MILE EAST OF FORD DRIVE IN THE CITY OF GALLUP. 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. FLATWORK CONCRETE TO BE PLACED WITH NO MORE THAN 5" SLUMP WITH LIMITED WATER TO BE USED TO FACILITATE FINISHING. ALL REINFORCEMENT FOR CAST IN PLACE CONCRETE SHALL BE GRADE 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. STRUCTURES- OFFSET STAKES FOR STRUCTURES WITH CUTS AND FILLS

B. CURB AND GUTTER- OFFSET STAKES FOR FLOW LINE AND BACK OF CURB RADIUS POINTS. BASIC SITE CONTROL AND BENCH

MARK.

C. UTILITY LINES - CENTERLINE OR OFFSET STAKES AT APPROX. 50 FT., P.I.S AND APPURTENANCES, CONTROL FOR GRADE

STAKES WHERE GRADE IS CALLED FOR.

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 UNDER ALL CONCRETE AND ASPHALT SHALL BE TYPE II AS PER CONTRACT SPECIFICATIONS. GRAVEL (BASE COURSE) FOR DETOURS OR GRAVEL SURFACED ROADS AND DRIVEWAYS TO BE TYPE I OR TYPE II.

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.

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 OR AS CALLED FOR IN THE PROJECT DRAWINGS.

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.

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).

CONTRACTOR SHALL MAKE EVIDENCE OF PRE-CONSTRUCTION CONDITIONS OF WALLS, FENCES, SHRUBS AND LANDSCAPE PRIOR

TO DEMOLITION (REPORTS, PICTURES, ETC.)

CONTRACTOR SHALL COORDINATE WITH COG WASTEWATER DEPARTMENT FOR MANHOLE COVER LOCATIONS PRIOR TO

ASPHALT REMOVAL

CONTRACTOR SHALL OBTAIN A WORK PERMIT FOR ACTIVITIES WITHIN NMDOT RIGHT OF WAY. THE WORK PERMIT INCLUDES THE

FOLLOWING:

1. CONTRACTOR PROVIDE INSURANCE CERTIFICATE NAMING THE NMDOT AS INSURED IN THE OF $1,000,000 PER OCCURRENCE

FOR WORK WITHIN NMDOT RIGHT OF WAY.

2. CONTRACTOR SHALL DEVELOP, SECURE APPROVAL OF, IMPLEMENT AND MAINTAIN A TRAFFIC CONTROL PLAN FOR WORK

WITHIN' NMDOT RIGHT OF WAY

12.

10.

11.

13.

14.

16.

15.

17.

18.

19.

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 OF WATER AND SEWER LINES.

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.

PROPOSED REVISIONS BY THE CONTRACTOR OF VERTICAL PIPELINE ALIGNMENT IN SPECIFIC AREAS WILL REQUIRE A "LAYING SCHEDULE" FOR APPROVAL OF THAT AREA. LAYING SCHEDULE TO INCLUDE PLAN & PROFILE, WITH STATIONS, ELEVATIONS, GRADES, DEFLECTIONS, JOINT RESTRAINT AND OTHER INFORMATION REQUIRED TO DETERMINE HOW PIPELINE

DESIGN IS TO BE IMPLEMENTED.

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 WTIHIN 100' OF THE END OF PIPE DURING LINE CONSTRUCTION AT ALL TIMES AND

TO END OF COMPLETED PIPE AT THE COMPLETION OF EACH WORKDAY.

FITTINGS TO BE MJ TYPE W/ RESTRAINING GLANDS UNLESS OTHERWISE NOTED. THIS WILL REQUIRE RESTAINED JOINT PIPE WITH INTERNAL LOCKING SEGMENTS AS SPECIFIED OR MJ SLEEVES W/ RESTRAINING GLANDS. MAX. VERTICAL DEFLECTION ELLS THIS PROJECT TO BE 22.5°. ALL BOLTED FITTINGS, GLANDS, FLANGES & DUCTILE IRON PIPE TO BE WRAPPED OR SLEEVED WITH 2 PROTECTIVE LAYERS CONSISTING OF 8 MIL AWWA C105 POLYETHYLENE W/ STAGGERED JOINTS. 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 C509 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. PAYMENT WILL BE FOR THE ACTUAL LINEAR FEET OF PIPE

INSTALLED, COMPLETE AND IN PLACE ,AT THE CONTRACT UNIT PRICE BID FOR THE ITEM.

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 NOTIFY THE GALLUP FIRE DEPARTMENT IF THERE ARE ANY PROBLEMS OCCURRING WITH FIRE

PROTECTION SYSTEMS, INCLUDING FIRE HYDRANTS AND SPRINKLER SYSTEMS

CONTRACTOR SHALL NOTIFY FOX RUN GOLF COURSE DURING ANY DOWN TIMES TO THE EFFLUENT LINE.

40 - 100

LESS THAN 35

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.

25.

23.

22.

24.

20.

21.

NO. DESCRIPTION NORTHING EASTING ELEV.

CONTROL POINTS

26.

27.

28.

29.

GENERAL UTILITY NOTES:

30.

31.

32.

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DUCTILE IRON

CURB DRAIN INLET

OVERHEAD ELECTRIC

STORM DRAIN

13606 CAP 1642143.58 2454329.39 6684.03

STA. 24+15.98

N:1642112.11 E:2456540.71

ALIGNMENT NOTES___________________________________________

STA. -7+17.98

N:1642100.53 E:2453406.77

STA. 1+00.00

N:1642103.59 E:2454224.75

LUMEN (CENTURY LINK)

1907 BARBARA DRIVE (505)-722-9232

GALLUP, NEW MEXICO 87301

CAST IRON

POLY-VINYL CHLORIDE

REINFORCED CONCRETE PIPE

HIGH DENSITY POLYETHYLENE

DIMENSION RATIO

ASBESTOS CEMENT

VITRIFIED CLAY

TOP BACK OF CURB

TOP OF SIDEWALK

FIRE DEPARTMENT

JOHN PAIRETT, FIRE MARSHALL

(505)-726-5448 jpairett@gallupnm.gov

33.

FOX RUN GOLF COURSE

MATTHEW ALCALA, GOLF DIRECTOR

(505)-726-1240 malcala@gallupnm.gov joy.francis@nmgco.com

JOY BABER, NW DISTRICT ENGINEER

(505-324-3737)

NMDOT, DISTRICT 6

1919 PINON DR. (505)-290-8340

MILAN, NEW MEXICO 87021

JAYSON GROVER, TRAFFIC ENGINEER

Jayson.Grover@state.nm.us

LISA VEGA, DISTRICT 6 ENGINEER

lisa.vega@state.nm.us (505)-240-0531

7 9

A 7 9

REFERENCE DETAILS CROSS SECTION DETAILS

PARTIAL LIST OF INCIDENTALS:

REFERENCE

NUMBERS

REFERENCED SECTION

SHEET

REFERENCED

SHEET

REFERENCED DETAIL

SHEET

REFERENCE

LETTERS

REFERENCED

SHEET

TOP FRONT OF CURB

* DENOTES NOT ON PLANS

CITY OF GALLUP

PHASE IV: 2nd STREET AND EAST NIZHONI

BOULEVARD INTERSECTION

CLARK TALLIS, WATER & SANITATION DIRECTOR

(505)-726-2050 ctallis@GallupNM.gov cnourse@GallupNM.gov

PRELIMINARY

FINAL

LIMITS OF DEMOLITION

HEADER CURB

FORMAL BID NO. 20XX-ITB-XXX

TPF HW2LP60040 TPF HW2L600250

BEGINNING OF PROJECT

END OF PROJECT

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NOV. 2024

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for the

CITY OF GALLUP

McKINLEY COUNTY, NEW MEXICO

DATEBYNO. SUMMARY OF

QUANTITIES

SHEET

1 - 4307 SOUTH 4th STREET GALLUP, NM 87301

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

DEMOLITON1

ITEM NO.

SUBGRADE PREPARATIONS

DESCRIPTION

EARTHWORK

BASE COURSE

CONCRETE HEADER CURB

CONCRETE SIDEWALK (4" THICK)

6" X 24" CURB & GUTTER

HOT THERMOPLASTIC PAVEMENT MARKINGS (4" WIDE)

UTILITY DEMOLITION

12" DIP CL. 250 EFFLUENT LINE

5 HOT MIX ASPHALT (SP-III MIX DESIGN)

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TEMPORARY TRAFFIC CONTROL

SUMMARY OF QUANTITIES

ITEM SPECIFICATIONS - ROAD QUANTITIES

UNIT

ESTIMATE TOTAL FINAL TOTAL

ESTIMATED QUANTITIES FINAL QUANTITITES

HOT THERMOPLASTIC PAVEMENT MARKINGS (24" WIDE)

HOT THERMOPLASTIC PAVEMENT MARKINGS (SYMBOLS/ARROWS)

ALLOWANCE

TON

STRUCTURAL CONCRETE, CLASS AA

GRADE 60 REINFORCING BARS

TYPE I STANDARD, 10'

UNIT

ESTIMATE TOTAL FINAL TOTAL

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ITEM SPECIFICATIONS-EFFLUENT

UTILITY DEMOLITION

8" GATE VALVE

8" DIP CL. 250 WATER LINE

ALLOWANCE

UNIT

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ESTIMATED QUANTITIES FINAL QUANTITITES

ITEM SPECIFICATIONS-WATER

DUCTILE IRON FITTINGS

ROCK EXCAVATION CY

LBDUCTILE IRON FITTINGS

ROCK EXCAVATION CY

ITEM NO. DESCRIPTION

8 PHASE DOUBLE RING CONTROLLER CABINET

TRAFFIC ACTUATED CONTROLLER

VIDEO CAMERA

VIDEO CABLE

OPTICAL EMITTER

OPTICAL DETECTOR CABLE

OPTICAL DETECTOR, 1 DIRECTION, 1 CHANNEL

PHASE SELECTOR MODULE

PHASE SELECTOR RACK, 2 CHANNEL

ACCESSIBLE PEDESTRIAN SIGNAL PUSH BUTTON STATION

5 SECTION BACKPLATE

PEDESTRIAN COUNTDOWN SIGNAL (LED)

5 SECTION TRAFFIC SIGNAL ASSEMBLY (LED)

3 SECTION TRAFFIC SIGNAL ASSEMBLY (LED)

SINGLE CONDUCTOR 6

SINGLE CONDUCTOR 2

MULTI-CONDUCTOR CABLE 20

ELECTRICAL PULL BOX (LARGE)

RIGID ELECTRICAL CONDUIT (3" DIA.)

TYPE II STANDARD, 20' ARM

MULTI-CONDUCTOR CABLE 7

MULTI-CONDUCTOR CABLE 5

TYPE II STANDARD, 30' ARM

TYPE II STANDARD, 25' ARM

TYPE I STANDARD, 15'

METER PEDESTAL (SIGNAL)

SERVICE RISER (SIGNAL)

DRILLED SHAFT FOUNDATION, 36" DIA. LF

8" CONCRETE ENCASED BOLLARD EA

16" STEEL CASING LS 1

24" STEEL CASING LS 1

PANEL SIGNS

STEEL/BASE POSTS FOR ALUMINUM PANEL SIGN LF

SF 20

CONCRETE DECORATIVE PAD (4" THICK) SY 140

6" X 30" CURB & GUTTER LF 370

CONCRETE DRIVING SURFACE (8" THICK) SY 1000

$5,000

$18,000

POWER SERVICE INSTALLATION 1LS

HOT THERMOPLASTIC PAVEMENT MARKINGS (6" WIDE) LF 480

EXCAVATION OF CONTAMINATED SOIL

BORROW

170CY

160CY7

EXCAVATION OF CONTAMINATED SOIL

BORROW

180CY

160CY8

CONTRACTOR PROCESS QUALITY CONTROL/MATERIAL TESTING

CITY OF GALLUP

PHASE IV: 2nd STREET AND EAST NIZHONI

BOULEVARD INTERSECTION

PRELIMINARY

FINAL

FORMAL BID NO. 20XX-ITB-XXX

TPF HW2LP60040 TPF HW2L600250

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CITY OF GALLUP

McKINLEY COUNTY, NEW MEXICO

DATEBYNO. ENVIRONMENTAL

COMMITMENTS

SHEET

1 - 5307 SOUTH 4th STREET GALLUP, NM 87301

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

C A U T I O N

CALL NEW MEXICO ONE CALL

BEFORE YOU DIG!

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CITY OF GALLUP

PHASE IV: 2nd STREET AND EAST NIZHONI

BOULEVARD INTERSECTION

PRELIMINARY

FINAL

FORMAL BID NO. 20XX-ITB-XXX

TPF HW2LP60040 TPF HW2L600250

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DEMOLITION NOTES:

- CIVIL ENGINEERS AND LAND SURVEYORS -

for the

CITY OF GALLUP

McKINLEY COUNTY, NEW MEXICO

DATEBYNO. DEMOLITION &

CONSTRUCTION NOTES

SHEET

2 - 1307 SOUTH 4th STREET GALLUP, NM 87301

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

C A U T I O N

CALL NEW MEXICO ONE CALL

BEFORE YOU DIG!

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DEMOLITION SCHEDULE

ROAD TOTAL

QUANTITYUNIT

UTILITIES UNIT TOTAL

CITY OF GALLUP

PHASE IV: 2nd STREET AND EAST NIZHONI

BOULEVARD INTERSECTION

PRELIMINARY

FINAL

FORMAL BID NO. 20XX-ITB-XXX

TPF HW2LP60040 TPF HW2L600250

SEQUENCE OF CONSTRUCTION:

ITEM

EARTHWORK SCHEDULE

ITEM

ROADWAY SCHEDULE QUANTITYUNIT

TOTALUSE

QUANTITYUNIT

TOTALUSE

SURFACE CONSTRUCTION NOTES:

ITEM DESCRIPTION

QUANTITYUNITUTILITIES SCHEDULE

EFFLUENT LINE

WATER LINE

UTILITY CONSTRUCTION NOTES:

TOTALUSE

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1. EX. CONCRETE ASPHALT SURFACES, INCLUDING SIDEWALK, CURB AND GUTTER AND ASPHALT OUTSIDE THE LIMITS OF DEMOLITION LINE EX. CONCRETE ASPHALT SURFACES, INCLUDING SIDEWALK, CURB AND GUTTER AND ASPHALT OUTSIDE THE LIMITS OF DEMOLITION LINE SHALL REMAIN. 2. DURING CURB AND GUTTER REMOVAL, AN ADDITIONAL 2' WIDE SECTION OF ASPHALT SHALL BE SAW CUT AND REMOVED. ASPHALT BEHIND DURING CURB AND GUTTER REMOVAL, AN ADDITIONAL 2' WIDE SECTION OF ASPHALT SHALL BE SAW CUT AND REMOVED. ASPHALT BEHIND SIDEWALK SHALL BE SAW CUT AND REMOVED AT A MINIMUM 1' WIDE. COMPLETE ASPHALT REMOVAL SHALL BE IN NECESSARY LOCATIONS, INCLUDING NEAR GUTTERS, BEHIND CONCRETE SIDEWALKS AND FOR UTILITY INSTALLATION. 3. EX. CONCRETE SHALL BE SAW CUT AT THE NEAREST JOINT. EX. CONCRETE SHALL BE SAW CUT AT THE NEAREST JOINT. 4. SEE SHEET 5-1 FOR PAVEMENT MARKING REMOVAL SEE SHEET 5-1 FOR PAVEMENT MARKING REMOVAL 5. ASPHALT TO BE MILLED SHALL BE MILLED TO A MAXIMUM DEPTH OF 2". ASPHALT TO BE MILLED SHALL BE MILLED TO A MAXIMUM DEPTH OF 2". 6. EX. ELECTRICAL BOXES, WATER VALVES, AND COVERS THAT REMAIN SHALL BE READJUSTED DURING INSTALLATION OF NEW SURFACES. EX. ELECTRICAL BOXES, WATER VALVES, AND COVERS THAT REMAIN SHALL BE READJUSTED DURING INSTALLATION OF NEW SURFACES. 7. WATERLINES AND EFFLUENT LINES WITHIN NMDOT ROW TO BE COMPLETELY ABANDONED IN PLACE AFTER INSTALLATION OF NEW LINES. SEE WATERLINES AND EFFLUENT LINES WITHIN NMDOT ROW TO BE COMPLETELY ABANDONED IN PLACE AFTER INSTALLATION OF NEW LINES. SEE LINE ABANDONMENT DETAILS. 8. EXISTING SIGNS TO BE RELOCATED SHALL BE INSTALLED ON THE SAME POST REMOVED IN A NEW BREAKAWAY POST DURING THE EXISTING SIGNS TO BE RELOCATED SHALL BE INSTALLED ON THE SAME POST REMOVED IN A NEW BREAKAWAY POST DURING THE DEMOLITION PHASE. 9. CONTRACTOR SHALL ACKNOWLEDGE SEVERAL LOCATIONS FOR ASBESTOS CONCRETE (AC) WATERLINE AND TIE INS SHOWN IN THE CONTRACTOR SHALL ACKNOWLEDGE SEVERAL LOCATIONS FOR ASBESTOS CONCRETE (AC) WATERLINE AND TIE INS SHOWN IN THE ASBESTOS CONCRETE (AC) WATERLINE AND TIE INS SHOWN IN THE AC) WATERLINE AND TIE INS SHOWN IN THE DEMOLITION PLANS. FOR DISTURBING AC, CONTRACTOR SHALL REMOVE PIPE AT THE NEAREST JOINT TO REDUCE CUTTING. CONTRACTOR SHALL ADHERE TO STATE AND FEDERAL REGULATIONS FOR THE EXPOSING, DISTURBING, ABATING AND DISPOSAL OF AC PIPE. ALL OTHER PIPE NOT DISTURBED SHALL BE ABANDONED IN PLACE. 10. EX. TRAFFIC CONTROL DEVICES, INCLUDING CABINETS AND BOXES, TO BE REMOVED AND RELOCATED. SEE SHEET 9-4 FOR TRAFFIC EX. TRAFFIC CONTROL DEVICES, INCLUDING CABINETS AND BOXES, TO BE REMOVED AND RELOCATED. SEE SHEET 9-4 FOR TRAFFIC CONTROL REMOVAL, RELOCATION, AND INSTALLATIONS. 11. EX. MASTARMS AND FOUNDATIONS SHALL REMAIN DURING DEMOLITION TO ALLOW TRAFFIC FLOW. EXISTING INFRASTRUCTURE SHALL BE EX. MASTARMS AND FOUNDATIONS SHALL REMAIN DURING DEMOLITION TO ALLOW TRAFFIC FLOW. EXISTING INFRASTRUCTURE SHALL BE MAINTAINED UP UNTIL PROPER TRANSFER TO NEW MASTARM AND FOUNDATIONS. CONTRACTOR SHALL UTILIZE TEMPORARY SPAN WIRING AND SIGNALS WHEN NECESSARY. TEMPORARY SPAN WIRING AND SIGNALS SHALL BE CONSIDERED INCIDENTAL TO NEW MASTARM INSTALLATION. 12. EX. MASTARM FOUNDATIONS SHALL ALSO BE REMOVED AFTER TRANSITION TO NEW INSTALLATION. EX. MASTARM FOUNDATIONS SHALL ALSO BE REMOVED AFTER TRANSITION TO NEW INSTALLATION. 13. CONTRACTOR TO MAINTAIN EX. BUSINESS ENTRANCES AND EXITS DURING DEMOLITION & CONSTRUCTIONCONTRACTOR TO MAINTAIN EX. BUSINESS ENTRANCES AND EXITS DURING DEMOLITION & CONSTRUCTION

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EXISTING ASPHALT SURFACE MILLED (2" DEPTH) AND REMOVED

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EXISTING CONCRETE SIDEWALK REMOVED (4" THICK ASSUMED)

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EXISTING CONCRETE HEADER CURB REMOVED

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EXISTING ASPHALT ROAD SURFACE REMOVED (6" THICK ASSUMED)

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EXISTING CONCRETE FILLET REMOVED

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EX. 8" GATE VALVE REMOVED

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EXISTING 6"X30" CURB AND GUTTER REMOVED

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EXISTING PANEL SIGN AND POST REMOVED AND RELOCATED

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EXISTING ASPHALT PARKING LOT SURFACE REMOVED (4" THICK ASSUMED)

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EX. 8" CI WATERLINE REMOVED

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EX. 8" AC EFFLUENT LINE REMOVED

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STA. 2+07.0 - STA. 4+09.2

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NOV. 2024

AutoCAD SHX Text INSTALL ADVANCED BOP AND EOP CONSTRUCTION SIGNAGE. INSTALL TEMPORARY SIGNAL AS NEEDED. SEE SHEETS 5-1 TO 5-3 FOR TEMPORARY TRAFFIC CONTROL VISUALS UTILITY INSTALLATION: PLACE ADVANCED WARNING SIGNAGE AND DEVICES TO CLOSE OFF TRAVEL LANES AND DETOUR NIZHONI TRAFFIC WORK TO BE COMPLETED INSTALL WATERLINE AND EFFLUENT LINE CASINGS THROUGH JACK AND BORE PITS INSTALL WATERLINE AND EFFLUENT LINES. TIE INTO EXISTING SYSTEMS. ABANDON EXISTING SYSTEMS WITHIN NMDOT ROW. NORTHEAST AND SOUTHEAST CORNERS: 2ND STREET NORTHBOUND APPROACH PLACE ADVANCED WARNING SIGNAGE AND DEVICES TO CLOSE OFF THE OUTSIDE TRAVEL LANE AND CHANNELIZE NORTHBOUND 2ND STREET TRAFFIC TO THE NORTHBOUND AND SOUTHBOUND LEFT TURN LANES. MAINTAIN NORTHBOUND TRAFFIC ON THE EXISTING SOUTHBOUND LEFT TURN LANE THROUGH THE NIZHONI BLVD. INTERSECTION. NIZHONI BLVD. EASTBOUND APPROACH PLACE ADVANCED WARNING SIGNAGE AND DEVICES TO CLOSE OFF THE OUTSIDE TRAVEL LANE AND CHANNELIZE EASTBOUND AND WESTBOUND NIZHONI TRAFFIC TO THE INSIDE TRAVEL LANE. MAINTAIN WESTBOUND TRAFFIC ON THE EXISTING INSIDE THROUGH TRAVEL LANE THROUGH THE 2ND STREET INTERSECTION. 2ND STREET SOUTHBOUND APPROACH PLACE ADVANCED WARNING SIGNAGE AND DEVICES TO CLOSE OFF THE SOUTHBOUND LEFT TURN LANE. ALL SOUTHBOUND TRAFFIC WILL UTILIZE SOUTHBOUND THRU LANE. MAINTAIN NORTHBOUND TRAFFIC ON THE EXISTING NORTHBOUND LEFT TURN LANE THROUGH THE NIZHONI BLVD. INTERSECTION. PEDESTRIAN ACCESS PLACE ADVANCED WARNING SIGNAGE TO INFORM PEDESTRIANS OF SIDEWALK CLOSURES. DETOUR PEDESTRIANS AS NEEDED. WORK TO BE COMPLETED REMOVE SIDEWALK, RAMPS, CURB AND GUTTER, AND SIGNALS CONSTRUCT: CURB AND GUTTER, CURB RAMPS, SIDEWALKS, ISLAND INSTALL SIGNAL INFRASTRUCTURE (PEDESTRIAN POLES, FOUNDATIONS, CONDUIT, PULL BOXES, ETC.) MAINTAIN EXISTING MASTARM INFRASTRUCTURE WITH TEMPORARY WIRING UNTIL PROPER TRANSFER TO NEW MASTARM INFRASTRUCTURE REMOVE AND REPLACE EXISTING MASTARMS WITH NEW MASTARMS INSTALL DRIVING SURFACE (CONCRETE OR ASPHALT) THROUGH PATCHING UTILIZE MILL AND OVERLAY ON ASPHALT SURFACES INSTALL NEW PAVEMENT STRIPING AND MARKING NORTHWEST AND SOUTHWEST CORNERS: 2ND STREET NORTHBOUND APPROACH PLACE ADVANCED WARNING SIGNAGE AND DEVICES TO CLOSE OFF THE NORTHBOUND LEFT TURN LANE. ALL NORTHBOUND TRAFFIC TO UTILIZE NORTHBOUND THRU LANE. MAINTAIN SOUTHBOUND TRAFFIC ON THE EXISTING SOUTHBOUND LEFT TURN LANE THROUGH THE NIZHONI BLVD. INTERSECTION. NIZHONI BLVD. WESTBOUND APPROACH PLACE ADVANCED WARNING SIGNAGE AND DEVICES TO CLOSE OFF THE OUTSIDE TRAVEL LANE AND CHANNELIZE EASTBOUND AND WESTBOUND NIZHONI TRAFFIC TO THE INSIDE TRAVEL LANE. MAINTAIN WESTBOUND TRAFFIC ON THE EXISTING INSIDE THROUGH TRAVEL LANE THROUGH THE 2ND STREET INTERSECTION. 2ND STREET SOUTHBOUND APPROACH PLACE ADVANCED WARNING SIGNAGE AND DEVICES TO CLOSE OFF THE OUTSIDE TRAVEL LANE AND CHANNELIZE SOUTHBOUND 2ND STREET TRAFFIC TO THE SOUTHBOUND LEFT TURN LANE. MAINTAIN SOUTHBOUND TRAFFIC ON THE EXISTING NORTHBOUND LEFT TURN LANE THROUGH THE NIZHONI BLVD. INTERSECTION. PEDESTRIAN ACCESS PLACE ADVANCED WARNING SIGNAGE TO INFORM PEDESTRIANS OF SIDEWALK CLOSURES. DETOUR PEDESTRIANS AS NEEDED. WORK TO BE COMPLETED REMOVE SIDEWALK, RAMPS, CURB AND GUTTER, AND SIGNALS CONSTRUCT: CURB AND GUTTER, CURB RAMPS, SIDEWALKS INSTALL SIGNAL INFRASTRUCTURE (PEDESTRIAN POLES, FOUNDATIONS, CONDUIT, PULL BOXES, ETC.) MAINTAIN EXISTING MASTARM INFRASTRUCTURE WITH TEMPORARY WIRING UNTIL PROPER TRANSFER TO NEW MASTARM INFRASTRUCTURE INSTALL DRIVING SURFACE (CONCRETE OR ASPHALT) THROUGH PATCHING UTILIZE MILL AND OVERLAY ON ASPHALT SURFACES INSTALL NEW PAVEMENT STRIPING AND MARKING REMOVE AND REPLACE EXISTING MASTARMS WITH NEW MASTARMS

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8" SUBGRADE PREPARATIONS

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SOIL INSTALLED

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EXISTING SOIL REMOVED

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6" THICK ASPHALT PATCH

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6"X24" CURB AND GUTTER

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4" THICK CONCRETE SIDEWALK

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8" THICK CONCRETE SURFACE

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6"X30" CURB AND GUTTER

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CONCRETE HEADER CURB

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BASE COURSE INSTALLED

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4" THICK ASPHALT PATCH

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2" THICK ASPHALT PATCH

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4" THICK STAMPED CONCRETE PAD

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8" STEEL BOLLARD

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ASSUMED ASPHALT DENSITY = 150 LB/CF

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AutoCAD SHX Text THE FOLLOWING NOTES SHALL APPLY TO ALL PROPOSED INSTALLATION SHEETS: 1. CONTRACTOR TO TIE INTO EXISTING CURB, GUTTER, SIDEWALK, AND ASPHALT NOT REMOVED IN DEMOLITION. CONTRACTOR TO TIE INTO EXISTING CURB, GUTTER, SIDEWALK, AND ASPHALT NOT REMOVED IN DEMOLITION. 2. EXISTING WATER METER CANS, MANHOLE RINGS AND COLLARS AND VALVE CANS TO REMAIN SHALL BE READJUSTED TO MATCH THE EXISTING WATER METER CANS, MANHOLE RINGS AND COLLARS AND VALVE CANS TO REMAIN SHALL BE READJUSTED TO MATCH THE NEW GRADES AND ELEVATIONS. THIS IS CONSIDERED INCIDENTAL TO NEW INSTALLATION 3. FOR LARGER CURB RAMP PLAN DETAILS, SEE SHEETS 2-6 TO 2-8. FOR LARGER CURB RAMP PLAN DETAILS, SEE SHEETS 2-6 TO 2-8. 4. THICKNESS OF BASE COURSE SHALL BE BASED ON THE FOLLOWING: THICKNESS OF BASE COURSE SHALL BE BASED ON THE FOLLOWING: 4.1. BASE COURSE UNDER MOST CONCRETE SHALL BE 6" THICK. THE BASE COURSE UNDER MEDIAN CONCRETE SHALL BE 4" THICK. BASE COURSE UNDER MOST CONCRETE SHALL BE 6" THICK. THE BASE COURSE UNDER MEDIAN CONCRETE SHALL BE 4" THICK. THE BASE COURSE UNDER THE ROAD CONCRETE DRIVING SURFACE SHALL BE 8" THICK. 4.2. BASE COURSE UNDER ASPHALT IN NIZHONI ROAD SECTION DUE TO UTILITY OR CURB & GUTTER PATCHES SHALL BE 8" THICK. BASE COURSE UNDER ASPHALT IN NIZHONI ROAD SECTION DUE TO UTILITY OR CURB & GUTTER PATCHES SHALL BE 8" THICK. 4.3. BASE COURSE UNDER ASPHALT IN BUSINESSES AND ADJACENT STREETS DUE TO TIE IN PATCHING SHALL BE 6" THICK. BASE COURSE UNDER ASPHALT IN BUSINESSES AND ADJACENT STREETS DUE TO TIE IN PATCHING SHALL BE 6" THICK. 4.4. NO BASE COURSE SHALL BE INSTALLED UNDER MILLED ROAD SECTIONS. NO BASE COURSE SHALL BE INSTALLED UNDER MILLED ROAD SECTIONS. 5. CONTRACTOR SHALL PAINT NOSES OF CURB MEDIANS YELLOW. WORK SHALL BE INCIDENTAL TO THE INSTALLATION OF THE MEDIAN CONTRACTOR SHALL PAINT NOSES OF CURB MEDIANS YELLOW. WORK SHALL BE INCIDENTAL TO THE INSTALLATION OF THE MEDIAN CURBS. 6. CONCRETE DRIVING SURFACE SHALL BE 8" THICK WITH 5/8" SMOOTH DOWELS (L=2') DRIVEN AT 12" O.C. WITH 10'X10' CONSTRUCTION CONCRETE DRIVING SURFACE SHALL BE 8" THICK WITH 5/8" SMOOTH DOWELS (L=2') DRIVEN AT 12" O.C. WITH 10'X10' CONSTRUCTION JOINTS, EXPANSION JOINTS AT 40' MAX. 7. CONTRACTOR TO INSTALL THICKENED EDGE AROUND ALL CONCRETE DRIVING SURFACE ABUTTING ASPHALT FOR A WIDTH OF 2'. SEE CONTRACTOR TO INSTALL THICKENED EDGE AROUND ALL CONCRETE DRIVING SURFACE ABUTTING ASPHALT FOR A WIDTH OF 2'. SEE DETAIL ON SHEET 3-3. 8. PROPOSED MASTARMS AND PEDESTAL LOCATIONS SHOWN. CONTRACTOR SHALL MAINTAIN EXISTING MASTARM INFRASTRUCTURE TO THE PROPOSED MASTARMS AND PEDESTAL LOCATIONS SHOWN. CONTRACTOR SHALL MAINTAIN EXISTING MASTARM INFRASTRUCTURE TO THE FULLEST EXTENT DURING THE TRANSITION TO THE NEW MASTARM INSTALLATION. CONTRACTOR SHALL INSTALL TEMPORARY SIGNAL AND SPAN WIRING DURING TRANSITION TO NEW LOCATIONS AND SHALL BE CONSIDERED INCIDENTAL TO NEW INSTALLATION. SEE SECTION 9-1 TO 9-5 FOR TRAFFIC CONTROL INSTALLATION AND ALIGNMENT DETAILS. 9. STAMPED CONCRETE PATTERN AND COLOR TO BE CHOSEN BY THE CITY.STAMPED CONCRETE PATTERN AND COLOR TO BE CHOSEN BY THE CITY.

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8" DI CL. 250 WATER LINE

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12" DI CL. 250 EFFLUENT LINE

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12" X 8" DI MJ REDUCER

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8" GATE VALVE

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8" MJ TEE

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8" MJ PLUG

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8" MJ PLUG

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8" 22.5° MJ FITTING

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16" DIA. 3/8" THICK STEEL CASING

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1. BEFORE EXCAVATION AND STAKING, CONTRACTOR SHALL COORDINATE WITH 811 AND UTILITY COMPANIES TO BEFORE EXCAVATION AND STAKING, CONTRACTOR SHALL COORDINATE WITH 811 AND UTILITY COMPANIES TO ENSURE ALL EX. UTILITIES ARE PRESENT AND ADDRESSED PROPERLY. 2. PRIOR TO WATERLINE TIE INS, CONTRACTOR SHALL COORDINATE WITH GALLUP WATER DEPARTMENT TO PRIOR TO WATERLINE TIE INS, CONTRACTOR SHALL COORDINATE WITH GALLUP WATER DEPARTMENT TO VERIFY ADEQUATE WATER FLOWS. WATERLINE TIE-INS SHALL BE DONE AT TIMES THAT MINIMIZE BUSINESS SHALL BE DONE AT TIMES THAT MINIMIZE BUSINESS TIMES THAT MINIMIZE BUSINESS OPERATIONS. 3. CONTRACTOR SHALL GIVE UP TO 48 HOURS IN ADVANCE PRIOR TO ANY TIE-INS. ADVANCED NOTICE SHALL CONTRACTOR SHALL GIVE UP TO 48 HOURS IN ADVANCE PRIOR TO ANY TIE-INS. ADVANCED NOTICE SHALL INCLUDE PUBLIC SERVICE ANNOUNCEMENTS VIA CITY, RADIO ANNOUNCEMENT AND VERBAL COMMUNICATION TO THE BUSINESSES. 4. CONTRACTOR TO COORDINATE WITH WATER DEPARTMENT FOR THE CLOSURE OF SYSTEM VALVES AS WELL CONTRACTOR TO COORDINATE WITH WATER DEPARTMENT FOR THE CLOSURE OF SYSTEM VALVES AS WELL AS THE OPERATING CONDITIONS OF EX. VALVES. 5. PRIOR TO EFFLUENT LINE INSTALLATION, CONTRACTOR SHALL COORDINATE WITH CITY OF GALLUP GOLF PRIOR TO EFFLUENT LINE INSTALLATION, CONTRACTOR SHALL COORDINATE WITH CITY OF GALLUP GOLF COURSE FOR OUTAGES. 6. CONTRACTOR SHALL ABANDON ALL EX. WATER & EFFLUENT LINES WITHIN NMDOT R/W AFTER INSTALLATION CONTRACTOR SHALL ABANDON ALL EX. WATER & EFFLUENT LINES WITHIN NMDOT R/W AFTER INSTALLATION AND TIE IN OF NEW ALIGNMENTS. SEE PIPELINE ABANDONMENT DETAIL, THIS SHEET. 7. SEE SHEET 9-5 FOR TRAFFIC SIGNAL CONDUITS, LINES, AND CABINETS.SEE SHEET 9-5 FOR TRAFFIC SIGNAL CONDUITS, LINES, AND CABINETS.

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24" DIA. 3/8" THICK STEEL CASING

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8" 45° MJ FITTING

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12" 22 1/2° MJ FITTING

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8" HYMAX AC/PVC ADAPTOR COUPLING

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12" 45° MJ FITTING

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HIGH SLUMP GROUT ABANDONMENT

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HIGH SLUMP GROUT ABANDONMENT

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D S

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PLAN

DePAULI ENGINEERING & SURVEYING LLC

- CIVIL ENGINEERS AND LAND SURVEYORS -

for the

CITY OF GALLUP

McKINLEY COUNTY, NEW MEXICO

DATEBYNO. INTERSECTION DEMOLITION

PLANS

SHEET

2 - 2307 SOUTH 4th STREET GALLUP, NM 87301

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

C A U T I O N

CALL NEW MEXICO ONE CALL

BEFORE YOU DIG!

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PHASE

CITY OF GALLUP

PHASE IV: 2nd STREET AND EAST NIZHONI

BOULEVARD INTERSECTION

PRELIMINARY

FINAL

FORMAL BID NO. 20XX-ITB-XXX

TPF HW2LP60040 TPF HW2L600250

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PARKING LOT

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SCALE 1"=20' HOR.

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DRIVEWAY ENTRANCE

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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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MDP EG

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MKR

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SHOWN

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DRIVEWAY ENTRANCE

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DRIVEWAY ENTRANCE

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DRIVEWAY ENTRANCE

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PARKING LOT

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PARKING LOT

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EX. SIGNS AND POSTS TO BE RELOCATED AFTER CONCRETE INSTALLATION

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EX. CDI TO REMAIN

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EX. 48" RCP STORM DRAIN TO REMAIN

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EX. 36" RCP STORM DRAIN TO REMAIN

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EX. 2" GAS LINE TO REMAIN

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EX. SEWER MH TO REMAIN RIM ELEV.: 84.85 INV. OUT ELEV: 78.50 INV. IN ELEV:78.72

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EX. 8" CI SEWER LINE TO REMAIN

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EX. DRAIN MH TO REMAIN RIM ELEV.: 84.30 INV. OUT ELEV: 78.50 INV. IN ELEV:78.72

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EX. CDI TO REMAIN

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EX. CDI TO REMAIN

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EX. SIGN TO BE REMOVED AND RELOCATED

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EX. STREETLIGHT TO REMAIN

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EX. MONITORING WELL COVER TO BE REGRADED

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EX. CDI TO REMAIN

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LIMITS OF EX. CONCRETE DRIVING SURFACE

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EX. 8" PVC WATERLINE TO REMAIN

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ATM

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GAS STATION PUMP AWNING

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GAS STATION

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GAS STATION PUMP AWNING

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FIRE DEPARTMENT

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SEE NOTE 6

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EX. ABANDONED 8" AC EFFLUENT LINE FROM PHASE 3

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EX. 12" PVC EFFLUENT LINE FROM PHASE 3

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R/W LINE

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R/W LINE

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R/W LINE

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R/W LINE

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EX. 8" WATERLINE TO BE ABANDONED IN PLACE WITH HIGH SLUMP GROUT

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EX. 8" CI EFFLUENT LINE TO BE ABANDONED IN PLACE WITH HIGH SLUMP GROUT

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EX. 8" PVC SEWER LINE

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LIMITS OF EX. CONCRETE DRIVING SURFACE

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NOV. 2024

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CONTRACTOR TO NOT DISTURB THE NORTHWEST MONUMENT CORNER

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R/W LINE

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R/W LINE

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R/W LINE

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R/W LINE

AutoCAD SHX Text REMOVE AND DISPOSE OF EX. MASTARM. USE EX. INFRASTRUCTURE UNTIL PROPER TRANSFER OF SIGNAL AND WIRING TO NEW INFRASTRUCTURE (NEW POST LOCATION SHOWN)

REMOVE AND DISPOSE OF EX. MASTARM. USE EX. INFRASTRUCTURE UNTIL PROPER TRANSFER OF SIGNAL AND…

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