2-Tijeras Pedestrian Bridge - 100% Drawings Signed and Sealed.pdf

PDF 12 MB Posted Apr 1, 2026

Attached to: Construction Services for Los Vecinos Tijeras Creek Pedestrian Bridge
Solicitation number: RFB 44-26-DC
Issued by: Bernalillo County, New Mexico

About this file

Written by GovTribe AI · Apr 1, 2026

This file consists of 100% design drawings and specifications for the Tijeras Pedestrian Bridge Replacement project prepared by BHI (Bernalillo Habich Inc.) for Bernalillo County Public Works Division Technical Services Department in New Mexico. The project involves construction of a new single-span pedestrian bridge over Tijeras Creek in the Los Vecinos community area near Interstate 40 and NM 333. The bridge will be a prefabricated steel truss structure measuring 124 feet center-to-center between bearings with an 8-foot clear width between railings, designed for a pedestrian live load of 90 psf and an H-5 vehicular live load. Construction work includes two 24-inch diameter drilled shaft foundations (46 feet each), reinforced concrete abutments with wingwalls, soil-filled riprap bank protection, concrete approach pads, removal and replacement of existing asphalt trail surfaces, bridge lighting with recessed fixtures, removable bollard installation, and revegetation of disturbed areas. The estimated project quantities include 1 prefabricated pedestrian bridge, 18 cubic yards of reinforced concrete, 81 linear feet of railing, 184 linear feet of drilled shaft foundation, 1,196 cubic yards of structural excavation, 985 cubic yards of structural backfill, 170 cubic yards of soil-filled riprap, and various other site improvements totaling approximately 1 acre of seeding work.

The design specifications reference the New Mexico Department of Transportation 2019 Standard Specifications for Highway and Bridge Construction, AASHTO LRFD Bridge Design Specifications (2024), and AASHTO Guide Specifications for the Design of Pedestrian Bridges (2009 with 2015 interim revisions). Concrete design specifications call for NMDOT Structural Concrete Class A air-entrained with 3,000 psi compressive strength at 28 days, with ASTM A615 Grade 60 reinforcing steel. The design establishes a maximum allowable soil bearing pressure of 2,500 psf and includes provisions for the 100-year flood event with a design discharge of 9,117 cubic feet per second and an expected maximum scour depth of 16.1 feet. The project includes coordination requirements with multiple utility companies including AT&T, Bernalillo County utilities, cable providers, Century Link, Comcast, New Mexico Gas Company, and PNM Electric. Contractor responsibilities encompass construction staking, traffic control, NPDES storm water permitting, erosion control, special notices to affected properties, coordination with Albuquerque Public Schools and ABQ Ride transit, protection of survey monuments, and as-built documentation. The drawings were signed and sealed as of January 22, 2026, and marked as 100% plans for review only.

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File	Type	Posted
1-RFB-44-26-DC Letter of Interest..pdf	PDF	Apr 1, 2026
3-RFB-44-26-DC CS for LV Tijeras Creek Pedestrian Bridge Construction Bidding Document FINAL signed.pdf	PDF	Apr 1, 2026

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PROJECT AREA

INTERSTATE 40

NM 333

PUBLIC SCHOOL RD

LOS VECINOS

COMMUNITY

CENTER

TCWRP PROJECT

AREA

A. MONTOYA ELEMENTARY

SCHOOL

ROOSEVELT MIDDLE

SCHOOL

(F) LOS VECINOS

PARK (UNDER

CONSTRUCTION)

EAST MOUNTAIN

PUBLIC LIBRARY

LVCC MULTI-PURPOSE

CENTER BUILDING

VICINITY

MAP

SILVER

CITY

EL PASO

SOCORRO

SANTA ROSA

TUCUMCARI

SANTA FE

ALAMOS

ROSWELL

CARLSBAD

LAS VEGAS

LORDSBURG

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LOVINGTON

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CROWNPOINT

AMBROSIA

LAKE

MATEO

MORIARTY

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ESTANCIAFENCE LAKE

CUBA ESPANOLA

ABBOT

BUEYEROS

ENCINO

BERNARDO

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MOUNTAINAIR

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ANTHONY

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SAN JUAN

McKINLEY

CIBOLA

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SANTA

GUADALUPE QUAY

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CATRON

LUNA

SANDOVAL

CONSEQUENCES

TRUTH OR

ALAMOGORDO

CLOVIS

CARRIZOZO

LOS

CLAYTON

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ALBUQUERQUE

LAS

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PORTALES

FORT SUMNER

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LUNAS

10276

T E X A S

C O L O R A D O

RESERVE

GALLUP

SHIPROCK

FARMINGTON BLOOMFIELD

DULCE

CHAMA

PIEDRAS

PUEBLO BONITO

SAN

GRANTS CLINES

EAGLE

NEST

SPRINGER

MORA

CONCHAS DAM

LOGAN

VAUGHN

RAGLAND

QUEMADO

SAN

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RUIDOSO

TULAROSA

CABALLO

BAYARD

ROAD

FORKS

COLUMBUS

DEMING

DORA

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UNION

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DeBACA

CHAVES

LEA

EDDY

LINCOLN

DONA

SOCORRO

GRANT

HIDALGO

TORRANCE

BERNALILLO

VALENCIA

10 10

PROJECT LOCATION

23556

NEW MEX ICO

03/24/2026

20260174 G-02 2 13

C H

M A

R K

BERNALILLO COUNTY

GENERAL NOTES

TIJERAS PEDESTRIAN BRIDGE REPLACEMENT

www.bhinc.com 800.877.5332

Thu, 22-Jan-2026 - 2:13:pm, Plotted by: KMANCINAS P:\20260174\STRUCT\Drawings\ACAD\20260174_02_G-02_GENERAL NOTES.dwg

S- B

M A

ENGINEER'S SEAL

FIE

FIC

R' S

B Y

N S

BHI PROJECT NO. SHEET OFDWG NO.

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PROJECT GENERAL NOTES

1. THE CONTRACTOR SHALL ABIDE BY ALL LOCAL, STATE, AND FEDERAL LAWS, REGULATIONS, AND RULES WHICH

APPLY TO THIS PLAN SET.

2. UNLESS OTHERWISE STATED STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION (NEW

MEXICO DEPARTMENT OF TRANSPORTATION, 2019 EDITION) SHALL APPLY.

SURVEYING:

3. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING AND MAINTAINING ALL EXISTING SURVEY MONUMENTATION CONTROLS. SURVEY MONUMENTS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED AT THE CONTRACTOR'S EXPENSE. NOTIFY MONUMENT OWNER 48 HOURS PRIOR TO ANY WORK AROUND EXISTING

MONUMENTS.

4. CONSTRUCTION STAKING SHALL INCLUDE ALL SURVEYING AND CONTROL STAKING NECESSARY TO ESTABLISH THE PROJECT CONSTRUCTION BASELINE, TOE OF SLOPE CATCH POINTS, AND ALL OTHER INFRASTRUCTURE DESIGNATED IN THE CONSTRUCTION PLANS SET AS REQUIRED FOR CONSTRUCTION OF THE PROJECT. SUCH INFRASTRUCTURE SHALL INCLUDE BUT NOT BE LIMITED TO ALL SURFACING, STORM DRAIN LINES, SEWER LINES, WATER LINES AND SERVICE LINES. (ONLY IF CONSTRUCTION STAKING IS INCLUDED IN THE BID)

5. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO REESTABLISH ANY MISSING REFERENCE POINTS REQUIRED FOR CONSTRUCTION OF THE PROJECT INFRASTRUCTURE. ALL COSTS INCURRED IN PROVIDING SUCH CONSTRUCTION STAKING AND SURVEYING WORK SHALL BE PAID AS SHOWN IN THE BID PROPOSAL.

6. PROVIDE A WEEKLY CONSTRUCTION ACTIVITY SCHEDULE TO BERNALILLO COUNTY PUBLIC WORKS DIVISION, ATTN: COUNTY PROJECT MANAGER.

7. THE CONTRACTOR SHALL NOTIFY THE AND THE IN WRITING A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO ANY

WORK WITH ANY COUNTY OR CITY RIGHT-OF-WAY.

8. THE CONTRACTOR SHALL COORDINATE WITH ALBUQUERQUE PUBLIC SCHOOLS AND WITH ABQ RIDE TO

ACCOMMODATE THE SCHEDULE FOR ALL DESIGNATED BUS ROUTES.

SPECIAL NOTICES:

9. HAND DELIVER SPECIAL NOTICES TO EACH RESIDENCE OR BUSINESS ADJACENT TO THE CONSTRUCTION AREA AND TO OTHERS WHICH MAY BE AFFECTED BY CONSTRUCTION ACTIVITIES. SPECIAL NOTICES ARE TO INFORM RESIDENTS AND BUSINESSES IN WRITING WHENEVER ACCESS, UTILITY SERVICES, OR OTHER SERVICES TO THEIR

PROPERTIES MAY BE IMPAIRED.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR:

- DELIVERY OF SPECIAL NOTICES NOT MORE THAN SEVEN (7) DAYS PRIOR TO PHYSICAL CONSTRUCTION

THAT WILL AFFECT THE PROPERTY.

- CORRECTED NOTICES ARE TO BE DELIVERED IF CONSTRUCTION DOES NOT START WITHIN 48 HOURS OF

DATE GIVEN IN NOTICE.

- THE WRITTEN NOTICE IS TO STATE:

- CONTRACTOR'S NAME, ADDRESS, AND LOCAL TELEPHONE NUMBER.

- NATURE OF WORK TO BE DONE AND TIMING OF WORK.

- TIME AND LENGTH OF DISRUPTION TO EXPECT.

- EXPECTED DURATION OF CONSTRUCTION.

- CONTRACTOR'S LOCAL PHONE NUMBER TO WHICH EMERGENCY CONDITIONS CAN BE REPORTED DURING

NORMAL WORK HOURS.

- CONTRACTOR'S LOCAL PHONE NUMBER TO WHICH EMERGENCY CONDITIONS CAN BE REPORTED DURING

NON-WORKING PERIODS.

11. CONTRACTOR SHALL COORDINATE MAIL DELIVERY DURING CONSTRUCTION OF THE PROJECT WITH THE U.S.

POSTAL SERVICE SO THAT THERE IS NO INTERRUPTION OF MAIL SERVICE. THIS WORK SHALL BE CONSIDERED

INCIDENTAL TO THE CONTRACT AND NO SEPARATE PAYMENT SHALL BE MADE THEREFORE.

12. DURING CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH SOLID WASTE FOR TRASH COLLECTION IN FRONT OF PROPERTIES AND MOVE TRASH BINS AS NECESSARY. THE COST FOR PERFORMING THIS WORK IS

INCIDENTAL TO THE CONTRACT AND NO SEPARATE PAYMENT SHALL BE MADE THEREFORE.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MISCELLANEOUS SITE PREPARATION AND CLEANUP WORK

REQUIRED TO COMPLETE THE PROJECT.

DURING CONSTRUCTION:

14. AT LEAST SEVEN (7) CALENDAR DAYS PRIOR TO THE INSTALLATION OF EACH SERVICE LINE, THE CONTRACTOR SHALL DISTRIBUTE A WRITTEN NOTICE TO EACH EXISTING RESIDENCE OF BUSINESS TO BE SERVICED BY THE LINE, ADVISING THEM OF THE PLANNED SERVICE LINE LOCATION AND PROVIDING A CONTACT NAME, ADDRESS AND PHONE NUMBER FOR ANY COMMENTS REGARDING THE PLAN. THE NOTICE WILL STATE IN BOTH ENGLISH AND

SPANISH:

- THE ADDRESS TO BE SERVED.

- SKETCH WITH VALVE PIT AND SERVICE LATERAL LOCATION.

- CONTRACTOR CONTACT INFORMATION

- ALL MARK-UP/RETURNED VALVE PIT SKETCHES SHALL BE FORWARDED TO ENGINEER/INSPECTOR FOR

REVIEW PRIOR TO FINAL PLACEMENT OF VALVE PIT.

- IF RESIDENT DOES NOT RESPOND TO SKETCH, IT SHALL BE ASSUMED THAT THE VALVE PIT LOCATION

AND/OR SERVICE LINE LATERAL LOCATION IS ACCEPTABLE AS SHOWN ON PLAN.

DAMAGE/DISTURBANCE:

15. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY IT TO EXISTING WALLS, FENCES, SIDEWALKS, TRAIL SURFACES, IRRIGATION LINES, LANDSCAPING, VALVE BOXES, MANHOLES, ETC. DURING CONSTRUCTION AND

SHALL REPAIR OR REPLACE SAME AT ITS OWN EXPENSE.

16. EXISTING CURB AND GUTTER NOT CALLED OUT TO BE REMOVED UNDER THE CONTRACT WHICH IS DAMAGED OR DISPLACED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THE

CONTRACTOR'S OWN EXPENSE.

17. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY DAMAGE TO EXISTING PAVEMENT AND CURB AND GUTTER DURING CONSTRUCTION, APART FROM THOSE SECTIONS INDICATED FOR REMOVAL ON THE PLANS AND SHALL REPAIR OR REPLACE THE PAVEMENT OR CURB AND GUTTER USING BERNALILLO COUNTY STANDARD DRAWINGS 2415 AND 2465, AT HIS OWN EXPENSE. CONTRACTOR SHALL SUITABLY PROTECT THE CURB AND GUTTER FROM INCIDENTAL SPLASHING DURING THE TACK COAT APPLICATION AND CLEANING SHALL BE AT THE

CONTRACTOR'S EXPENSE SHOULD SPLASHING OCCUR.

18. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY TRAFFIC SIGNS AND PAVEMENT MARKINGS THAT ARE

DAMAGED OR REMOVED.

19. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ANY SPEED HUMPS THAT MAY BE DAMAGED DURING CONSTRUCTION, TO THEIR ORIGINAL CONDITION. ANY PAVEMENT MARKINGS ON SPEED HUMPS SHALL BE

REPLACED. ALL OF THIS WORK SHALL BE DONE AT THE CONTRACTOR'S OWN EXPENSE.

20. UPON COMPLETION OF CONSTRUCTION, ALL AREAS WITHIN PROJECT LIMITS WHICH ARE DISTURBED OR ARE TO BE RE-VEGETATED SHALL BE SEEDED IN ACCORDANCE WITH SECTION 1012 "NATIVE PLANT SEEDING" OF THE COA

STANDARD SPECIFICATIONS, EXCEPT AS MODIFIED HEREIN.

21. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A VIDEO TAPE OF THE EXISTING CONSTRUCTION PROJECT SITE PRIOR TO CONSTRUCTION AS OUTLINED IN THE CONTRACT PROJECT SPECIFICATIONS. CONTRACTOR WILL NOT BE

PAID FOR MOBILIZATION UNTIL THE VIDEO TAPE IS PROVIDED.

EARTHWORK:

22. ALL EXCAVATION WILL BE GOVERNED BY FEDERAL, STATE AND LOCAL LAWS, RULES, AND REGULATIONS

CONCERNING CONSTRUCTION SAFETY AND HEALTH.

23. ALL WORK ON THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, RULES AND REGULATIONS CONCERNING SAFETY AND HEALTH. ALL EXCAVATION, TRENCHING AND SHORING ACTIVITIES SHALL BE CARRIED OUT IN ACCORDANCE WITH OSHA 29, CFR 1926.650, SUBPART P.

24. DESIGN AND CONSTRUCTION OF ALL FORMS, SHORING, AND TEMPORARY BRACING SHALL COMPLY WITH 29 CFR 1926 AND THESE COSTS SHALL BE CONSIDERED INCIDENTAL TO THE TRENCHING AND BACK FILL COSTS.

25. ANY DAMAGE TO EXISTING FACILITIES (PAVEMENT, CONDUITS, LANDSCAPING, UTILITY LINES, ETC.) DURING

CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

UTILITY CONTACTS:

COMPANY NAME PHONE #

BERNALILLO COUNTY DAMIAN LUNA OFFICE: (505) 640-6375

AT&T SEAN KELLY OFFICE: (505) 842-2990

BERNALILLO COUNTY TRAFFIC DAVID HALL OFFICE: (505) 848-1542

BERNALILLO COUNTY UTILITIES PATRIC CHAVEZ OFFICE: (505) 848-1505

CABLE COM TIMOTHY STROMM OFFICE: (505) 273-7833

CENTURY LINK DON DAVALOS OFFICE: (505) 710-0753

COMCAST MIKE MORTUS OFFICE: (505) 271-3644

NEW MEXICO GAS RYAN COSTANZA OFFICE: (505) 798-3346

PNM ELECTRIC CHRIS BUDD OFFICE: (505) 848-1505

PAUL DUNAGAN

26. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING INFRASTRUCTURE (C&G, PAVING MARKINGS, PAVING, SIDEWALKS, WHEELCHAIR RAMPS, DRIVEPADS, ETC.) DURING CONSTRUCTION, APART FROM THOSE SECTIONS INDICATED FOR REMOVAL ON THE PLANS. REPAIR OR REPLACEMENT OF THE SAME SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. CONTRACTOR SHALL SUITABLY PROTECT THE CURB AND GUTTER FROM INCIDENTAL SPLASHING DURING THE TACK COAT APPLICATION AND CLEANING SHALL BE AT THE CONTRACTOR'S

EXPENSE SHOULD SPLASHING OCCUR.

27. INCIDENTALS: INCIDENTALS THAT ARE APPLICABLE TO EACH SPECIFIC PROJECT ARE ITEMIZED IN THE

STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS.

AS-BUILTS:

28. THE CONTRACTOR SHALL MAINTAIN AN UP-TO-DATE SET OF AS-BUILT PLANS FOR THE PROJECT, PROMPTLY RECORDING DATA, INCLUDING HORIZONTAL AND VERTICAL LOCATIONS FOR ALL UTILITY LINES AND ACCESSORIES, EXISTING OR NEW, REQUIRED BY THE COUNTY FOR THE PREPARATION OF RECORD DRAWINGS BY THE ENGINEER.

CONTRACTOR SHALL NOT COVER UTILITY LINES AND ACCESSORIES UNTIL ALL DATA HAS BEEN RECORDED. THESE PLANS SHALL BE KEPT CURRENT AND AT THE PROJECT SITE AT ALL TIMES AND SHALL BE AVAILABLE TO THE PROJECT MANAGER AND PROJECT ENGINEER AT ANYTIME DURING CONSTRUCTION AND WILL BE CHECKED BY THE ENGINEER FOR ACCURACY AND COMPLETENESS ONCE EVERY TWO WEEKS. THE FINAL AS-BUILT PLANS SHALL BE

SUBMITTED TO THE PROJECT MANAGER PRIOR TO FINAL PAYMENT.

RELEVANT NEW MEXICO REGULATIONS AND OFFICE:

NEW MEXICO SOLID WASTE MANAGEMENT REGULATIONS

TITLE 20-CHAPTER 9-PART 1

WEB SITE ADDRESS- www.nmenv.state.nm.us

29. DISPOSAL OF UNSUITABLE MATERIALS & DEBRIS: THE CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER IN WRITING OF THE DETAILS OF THE DISPOSAL OPERATIONS. BORROW, MATERIALS, ROCK WASTE, VEGETATION DEBRIS, ETC., SHALL NOT BE PLACED IN WETLAND AREAS OR AREAS WHICH MAY IMPACT ENDANGERED SPECIES OR ARCHAEOLOGICAL RESOURCES. AN ARCHAEOLOGICAL SURVEY AND ENVIRONMENTAL CLEARANCE SHALL BE OBTAINED BY THE CONTRACTOR BEFORE DISPOSAL SITES ARE ACCEPTED IN ACCORDANCE WITH SECTION 107.14 OF THE NEW MEXICO STATE HIGHWAY AND TRANSPORTATION DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE

CONSTRUCTION.

30. DISPOSAL SITE FOR ALL EXCESS EXCAVATION MATERIAL, ASPHALT PAVING, CONCRETE PAVING, CURB & GUTTER, SIDEWALKS, DRIVEWAYS AND OTHER REMOVAL ITEMS SHALL BE LOCATED BY THE CONTRACTOR. ALL COSTS INCURRED IN OBTAINING A DISPOSAL SITE AND HAUL THERETO SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION AND NO DIRECT PAYMENT WILL BE THEREFORE. THE DISPOSAL SITE SHALL BE ENVIRONMENTALLY ACCEPTABLE AND APPROVED BY THE PROJECT MANAGER. ALSO, A PERMITTED FACILITY FOR DISPOSABLE HAZARDOUS WASTE SHALL BE LOCATED

AND APPROVED BY PROJECT MANAGER.

31. CONTRACTOR ACTIVITIES IN THE VICINITY OF WATERWAYS: ALL WORK IN THE VICINITY OF LIVE STREAMS, WATER IMPROVEMENTS, WETLANDS, OR IRRIGATION SUPPLIES SHALL BE AFFECTED IN SUCH A MANNER AS TO MINIMIZE VEGETATION REMOVAL, SOILS DISTURBANCES AND EROSION. EROSION, AND CROSSINGS OF LIVE STREAMS WITH HEAVY EQUIPMENT SHALL BE MINIMIZED. AS DETERMINED BY THE PROJECT MANAGER, EQUIPMENT REFUELING, MAINTENANCE, AND CEMENT DUMPING IN THE VICINITY OF WATER CROSSINGS IS STRICTLY PROHIBITED AND SHALL BE PERFORMED IN

PROPER CONTAINMENT AREAS.

ADDITIONAL ENVIRONMENTAL NOTES:

32. THE CONTRACTOR SHALL ENSURE THAT DAMAGE TO OR REMOVAL OF VEGETATION WILL BE KEPT TO A MINIMUM AND THAT NO EXTRANEOUS CLEARING, GRUBBING, LAND DISTURBANCE OR EXCAVATION WILL TAKE PLACE. CONSISTENT WITH THE REQUIREMENTS OF THE DEPARTMENT'S STANDARD SPECIFICATIONS SECTION 107.28 PROTECTION & RESTORATION OF PROPERTY & LANDSCAPING, SECTION 201, CLEARING & GRUBBING, AND SUBSECTION 603.32, CONTRACTOR'S OPERATIONS. THE CONTRACTOR SHALL SEE TO IT THAT TREES AND SHRUBS WITHIN THE RIGHT-OF-WAY AND ALONG THE

FENCE LINES ARE NOT OVERRUN OR DAMAGED BY CONSTRUCTION EQUIPMENT UNNECESSARILY.

33. ALL AREAS DISTURBED BY THE CONTRACTOR SHALL HAVE TEMPORARY AND PERMANENT EROSION CONTROL.

MEASURES IMPLEMENTED BY THE CONTRACTOR SHALL BE IN ACCORDANCE WITH THE NEW MEXICO WATER UTILITY ACT AND APPLIANCE CLEAN WATER ACT PERMITS AND REGULATIONS. THE CONTRACTOR SHALL BEAR THE FULL COST OF IMPLEMENTATION OF EROSION CONTROL. MEASURES AND VEGETATION RE-MEDIATION NECESSARY DUE TO THE CONTRACTOR'S NEGLIGENCE SHALL BE DETERMINED BY THE PROJECT MANAGER AND THE ENVIRONMENTAL PROGRAM MANAGER'S REPRESENTATIVE. THIS WORK WILL BE CONSIDERED INCIDENTAL TO CONSTRUCTION AND NO MEASUREMENT

OR PAYMENT WILL BE MADE.

34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY NPDES PERMIT DURING CONSTRUCTING, FILLING OUT THE NOTICE OF INTENT (NOI) APPLICATION, NOTICE OF TERMINATION APPLICATION, AND FULFILLING ALL OTHER NECESSARY NPDES REQUIREMENTS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE SUBMITTAL OF A POLLUTION PREVENTION PLAN AND INSPECTION REPORTS. THESE ITEMS SHALL BE PAID FOR UNDER THE BID ITEM FOR

"NPDES STORM WATER PERMITTING AND SWPPP".

35. THE CONTRACTOR SHALL PROPERLY HANDLE AND DISPOSE OF ALL CLEAN ASPHALT PAVEMENT AND CONCRETE MATERIAL TO BE REMOVED ACCORDING TO THE PLANS. CLEAN ASPHALT IS CLASSIFIED AS FILL MATERIAL AND IS NOT SUBJECT TO THE SOLID WASTE MANAGEMENT REGULATIONS OF THE NEW MEXICO ENVIRONMENTAL DEPARTMENT.

CLEAN IS DEFINED AS "BEING FREE OF SOLID WASTE OR CONTAMINANTS WHICH HAVE THE POTENTIAL OF MIGRATING INTO SURFACE OR GROUND WATER". THE MATERIAL SHALL BE COVERED WITH TWO FEET OF CLEAN EARTH IMMEDIATELY AFTER DISPOSAL. THE MATERIAL CANNOT BE PLACED IN A WATERCOURSE, ARROYO, OR WITHIN 10 FEET OF GROUNDWATER. IF THE ASPHALT AND CONCRETE MATERIAL IS NOT CLEAN, IT IS SUBJECT TO THE SOLID WASTE ACT AND MUST BE PLACED IN AN APPROVED LANDFILL. ALL DISPOSAL SITES ARE SUBJECT TO THE APPROVAL OF THE RESPECTIVE

LANDOWNER AND THE PROJECT MANAGER.

36. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPORTING AND CLEANUP OF SPILLS ASSOCIATED WITH PROJECT CONSTRUCTION AND SHALL REPORT AND RESPOND TO SPILLS OF HAZARDOUS MATERIALS SUCH AS GASOLINE, DIESEL, MOTOR OILS, SOLVENTS, CHEMICALS, TOXIC AND CORROSIVE SUBSTANCES, ETC., WHICH MAY BE A THREAT TO PUBLIC HEALTH OR THE ENVIRONMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPORTING DISCOVERIES OF PAST SPILLS AND OF CURRENT SPILLS NOT ASSOCIATED WITH CONSTRUCTION. REPORTS SHALL BE MADE IMMEDIATELY TO THE NM ENVIRONMENT DEPARTMENT EMERGENCY RESPONSE AT 827-9329. NON-EMERGENCIES MAY BE REPORTED TO 428-2500.

37. CONTRACTOR SHALL CONFORM TO ALL LOCAL AND FEDERAL DUST AND EROSION CONTROL REGULATIONS. THE CONTRACTOR SHALL PREPARE AND OBTAIN ANY DUST CONTROL OR EROSION CONTROL PERMITS FROM THE APPROPRIATE REGULATORY AGENCIES.WATERING, AS REQUIRED FOR CONSTRUCTION DUST CONTROL, SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION AND NO SEPARATE MEASUREMENT OR PAYMENT SHALL BE MADE.

38. CONSTRUCTION AREAS SHALL BE WATERED FOR DUST CONTROL IN COMPLIANCE WITH GOVERNMENT ORDINANCES.

THE CONTRACTOR SHALL COORDINATE WITH ABCWUA FOR WATER AVAILABILITY AND USE. THE CONTRACTOR SHALL SUPPLY ALL EQUIPMENT AND MATERIALS NECESSARY FOR PROVIDING WATER. THE CONTRACTOR WILL CONFINE HIS WORK WITHIN THE CONSTRUCTION EASEMENT LIMITS AND/OR RIGHT-OF-WAY OR PROVIDE COPIES OF AGREEMENTS WITH

ADJACENT LANDOWNERS TO THE COUNTY.

39. TWO (2) WORKING DAYS PRIOR TO ANY EXCAVATION, CONTRACTOR MUST CONTACT NEW MEXICO ONE CALL SYSTEM, 260-1990(ALBUQUERQUE AREA), 1-800-321-ALERT (2537) (STATEWIDE) FOR LOCATION OF EXISTING UTILITIES.

40. THE CONTRACTOR SHALL NOTIFY THE COUNTY SURVEYOR NOT LESS THAN SEVEN (7) DAYS PRIOR TO STARTING WORK IN ORDER THAT THE COUNTY SURVEYOR MAKE TAKE NECESSARY MEASURES TO INSURE THE PRESERVATION OF SURVEY MONUMENTS. CONTRACTOR SHALL NOT DISTURB PERMANENT SURVEY MONUMENTS WITHOUT THE CONSENT OF THE COUNTY SURVEYOR AND SHALL NOTIFY THE COUNTY SURVEYOR AND BEAR THE EXPENSE OF REPLACING ANY THAT MAY BE DISTURBED WITHOUT PERMISSION. REPLACEMENT SHALL BE DONE ONLY BY THE COUNTY SURVEYOR. WHEN A CHANGE IS MADE IN THE FINISHED ELEVATION OF THE PAVEMENT OF ANY ROADWAY IN WHICH A PERMANENT SURVEY MONUMENT IS LOCATED, CONTRACTOR SHALL, AT HIS OWN EXPENSE, ADJUST THE MONUMENT COVER TO THE NEW GRADE UNLESS OTHERWISE SPECIFIED. REFER TO SECTION 4.4 OF THE CITY OF ALBUQUERQUE STANDARD SPECIFICATIONS-PUBLIC WORKS CONSTRUCTION- 1986- UPDATE NO. 8, INCLUDING AMENDMENT 1 TO UPDATE 8.

41. IF ANY UTILITY LINES, PIPELINES, OR UNDERGROUND UTILITY LINES ARE SHOWN ON THESE

DRAWINGS, THEY ARE SHOWN IN AN APPROXIMATE MANNER ONLY, AND SUCH LINES MAY EXIST

WHERE NONE ARE SHOWN. IF ANY SUCH EXISTING LINES ARE SHOWN, THE LOCATION IS BASED UPON INFORMATION PROVIDED BY THE OWNER OF SAID UTILITY, AND THE INFORMATION MAY BE

INCOMPLETE, OR MAY BE OBSOLETE BY THE TIME CONSTRUCTION COMMENCES. THE ENGINEER

HAS CONDUCTED ONLY PRELIMINARY INVESTIGATION OF THE LOCATION, DEPTH, SIZE, OR TYPE OF THE EXISTING UTILITY LINES, PIPELINES, OR UNDERGROUND UTILITY LINES. THIS INVESTIGATION IS

NOT CONCLUSIVE, AND MAY NOT BE COMPLETE, THEREFORE, MAKES NO REPRESENTATION

PERTAINING THERETO, AND ASSUMES NO RESPONSIBILITY OR LIABILITY THEREFORE. THE

CONTRACTOR SHALL INFORM ITSELF OF THE LOCATION OF ANY UTILITY LINE, PIPELINE, OR

UNDERGROUND UTILITY LINE IN OR NEAR THE AREA OF WORK IN ADVANCE OF AND DURING

EXCAVATION WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE

CAUSED BY ITS FAILURE TO LOCATE, IDENTIFY AND PRESERVE ANY AND ALL EXISTING UTILITIES, PIPELINES, AND UNDERGROUND UTILITY LINES. IN PLANNING AND CONDUCTING EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH STATE STATUTES, MUNICIPAL AND LOCAL ORDINANCES, RULES AND REGULATIONS, IF ANY, PERTAINING TO THE LOCATION OF THESE LINES AND FACILITIES.

42. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL EXCAVATE AND VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL OBSTRUCTIONS. SHOULD A CONFLICT EXIST BETWEEN THESE

PLANS AND ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE

ENGINEER IN WRITING SO THAT THE CONFLICT CAN BE RESOLVED WITH A MINIMUM AMOUNT OF

DELAY FOR ALL PARTIES.

43. CAUTION: THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION

SAFETY WHICH SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. ALL WORK ON THIS

PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATED AND LOCAL LAWS, RULES AND REGULATIONS CONCERNING SAFETY AND HEATH. ALL EXCAVATION, TRENCHING

AND SHORING ACTIVITIES MUST BE CARRIED-OUT IN ACCORDANCE WITH OSHA 29 CFR 1926,

SUBPART P-EXCAVATIONS.

44. WHEN APPLICABLE, CONTRACTOR SHALL SECURE "TOPSOIL DISTURBANCE PERMIT" FROM THE

CITY AND AN EXCAVATION/CONSTRUCTION PERMIT FROM THE COUNTY/CITY. AN

EXCAVATION/CONSTRUCTION PERMIT WILL BE REQUIRED BEFORE BEGINNING ANY WORK WITHIN

THE COUNTY RIGHT OF WAY.

45. THE CONTRACTOR SHALL CONTACT BERNALILLO COUNTY TRAFFIC ENGINEER (848-1575)

BEFORE REMOVING AND/OR INSTALLING ANY TRAFFIC SIGNS OR PERMANENT STRIPING AND

MARKINGS. ALL STRIPING, PAVEMENT MARKINGS INCLUDING CROSSWALKS, LEGENDS AND

SYMBOLS ARE TO BE CONSTRUCTED OF INTERSECTION GRADE COLD PLASTIC AND LINE MARKINGS

ARE TO BE CONSTRUCTED OF DURABLE PAINT IN ACCORDANCE WITH THE MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES(MUTCD) LATEST EDITION. ANY PAVEMENT MARKINGS AND SIGNS

REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AT EXISTING LOCATIONS.

SUCH WORK SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION OF THE PROJECT.

46. BARRICADING AND CONSTRUCTION PERMITS MUST BE OBTAINED FROM BCPWD (848-1500)

PRIOR TO BEGINNING OF ANY CONSTRUCTION EFFORTS.

47. THE ACRONYM ABCWUA STANDS FOR THE ALBUQUERQUE BERNALILLO COUNTY WATER UTILITY

AUTHORITY (THE AUTHORITY).

48. THE CONTRACTOR SHALL MAINTAIN A MINIMUM COVER OF 3' OVER ALL CULVERT CROSSING

USED FOR ACCESS TO THE PROJECT SITE.

EPA GENERAL NOTES:

49. IF ANY THREATENED OR ENDANGERED SPECIES OR THEIR HABITATS ARE DISCOVERED DURING CONSTRUCTION, WORK WILL CEASE IMMEDIATELY AND THE EPA WILL BE NOTIFIED IN ORDER THAT

APPROPRIATE MEASURES CAN BE TAKEN IN ACCORDANCE WITH THE ENDANGERED SPECIES ACT.

50. CONSTRUCTION MATERIAL AND WASTE PRODUCTS, INCLUDING MACHINERY LEAKAGE,

MAINTENANCE MATERIAL AND SPILLS, WILL BE CONTAINED AND PROPERLY DISPOSED PRIOR TO

PROJECT COMPLETION.

51. IF HUMAN REMAINS ARE ENCOUNTERED DURING CONSTRUCTION, APPROPRIATE LAW

ENFORCEMENT AUTHORITIES AND THE OFFICE OF THE MEDICAL EXAMINER WILL BE CONTACTED.

52. IF CULTURAL MATERIALS ARE DISCOVERED DURING CONSTRUCTION, WORK WILL CEASE

IMMEDIATELY, AND EPA AND THE NEW MEXICO STATE HISTORIC PRESERVATION OFFICER AT (505) 827-4044, WILL BE NOTIFIED OF THE DISCOVERY. EPA WILL PROCEED IN ACCORDANCE WITH THE

REGULATIONS OF THE ADVISORY COUNCIL ON HISTORIC PRESERVATION PRIOR TO TAKING ANY

ACTION WHICH WOULD AFFECT THE CULTURAL RESOURCES.

BERNALILLO COUNTY

PUBLIC WORKS DIVISION

TECHNICAL SERVICES DEPARTMENT

23556

NEW MEX I CO

CPED

T S

CPED

SET 2" DIA. ALUMINUM CAP

STAMPED "2617402"

MODIFIED GROUND

COORDINATE (USFT)

N: 1,484,648.333 E: 1,598,444.683

ELEV: 6,266.192

SET 2" DIA. ALUMINUM CAP

STAMPED "2617403"

MODIFIED GROUND

COORDINATE (USFT)

N: 1,483,983.613 E: 1,599,526.048

ELEV: 6,275.346

SET 2" DIA. ALUMINUM CAP

STAMPED "2617401"

MODIFIED GROUND

COORDINATE (USFT)

N: 1,484,264.320 E: 1,597,354.139

ELEV: 6,254.590

PROJECT LOCATION

20260174 G-03 3 13

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SURVEY CONTROL

TIJERAS PEDESTRIAN BRIDGE REPLACEMENT

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BHI PROJECT NO. SHEET OFDWG NO.

B Y

1"=80'

80 40 0 80

NOTES:

1. THE TOPOGRAPHIC SURVEY MAP IS BASED ON GROUND MODIFIED NEW MEXICO STATE PLANE COORDINATE

SYSTEM, CENTRAL ZONE.

2. THE HORIZONTAL DATUM IS BASED ON NAD83 AND THE VERTICAL DATUM IS BASED ON NAVD88 (GEOID18).

3. PROJECT COMBINED FACTOR = 0.99960603500 FOR GROUND TO GRID TRANSFORMATION OF THE

HORIZONTAL COORDINATES, SCALE ABOUT N = 0, E = 0.

4. THE COORDINATES AND ELEVATIONS SHOWN ARE IN U.S. SURVEY FEET

5. FOR DETAIL ON HOW CONTROL WAS ESTABLISHED, SEE CONTROL REPORT FOR THIS PROJECT DATED

SEPTEMBER 16, 2025.

BERNALILLO COUNTY

PUBLIC WORKS DIVISION

TECHNICAL SERVICES DEPARTMENT

50 62

51 62 52 62

.00

4 5

181920

7.5'

LEGEND

EXISTING SURFACE

CONTOUR MAJOR

PROPOSED SURFACE

CONTOUR MAJOR

EXISTING SURFACE

CONTOUR MINOR

PROPOSED SURFACE

CONTOUR MINOR

PROPOSED GRADING

LIMITS

X SECTION CUT

SOIL-FILLED RIPRAP PER

SPECIAL PROVISION 602-D

4" CONCRETE PAD WITH 6"

THICK BASECOURSE

GRADING & RIPRAP POINT TABLE

POINT#

NORTHING

1484349.98

1484363.76

1484374.38

1484382.45

1484384.70

1484388.52

1484387.03

1484385.61

1484383.03

1484368.11

1484355.58

1484341.84

EASTING

1598294.07

1598297.70

1598304.51

1598306.64

1598308.62

1598312.50

1598317.74

1598322.78

1598331.95

1598328.03

1598328.63

1598325.02

ELEVATION

6252.2 +/-

6253.2 +/-

6254.3 +/-

6254.5 +/-

6254.6 +/-

6255.8 +/-

6255.7 +/-

6255.6 +/-

6254.8

6253.4

6252.5 +/-

DESCRIPTION

FINISHED GRADE AT EDGE OF RIPRAP, MATCH EX.

MATCH EDGE OF CONCRETE

FINISHED GRADE AT EDGE OF RIPRAP, MATCH EX.

FINISHED GRADE AT EDGE OF RIPRAP

FINISHED GRADE AT EDGE OF RIPRAP, MATCH EX.

GRADING & RIPRAP POINT TABLE

POINT#

NORTHING

1484368.97

1484367.63

1484246.56

1484248.54

1484242.04

1484238.58

1484232.09

1484223.82

1484217.68

1484209.46

1484240.53

EASTING

1598312.93

1598318.04

1598268.86

1598272.03

1598287.96

1598295.82

1598294.11

1598289.56

1598285.29

1598279.59

1598267.27

ELEVATION

6252.24

6253.0

6255.9

6256.81

6256.0 +/-

6254.0 +/-

DESCRIPTION

EDGE OF CONCRETE

FINISHED GRADE AT EDGE OF RIPRAP

EDGE OF CONCRETE

FINISHED GRADE AT EDGE OF RIPRAP, MATCH EX.

20260174 C-01 4 13

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GRADING PLAN

TIJERAS PEDESTRIAN BRIDGE REPLACEMENT

GRADING PLAN

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1"=10'

10 5 0 10

REMOVE EXISTING ASPHALT TRAIL

TO EXTENTS SHOWN AND

REPLACE WITH CONCRETE

(RADIUS = 20')

INSTALL SOIL-FILLED RIPRAP PER

SPECIAL PROVISION 602-D FROM

WINGWALLS TO ELEV. 6253

SEE DWG. S-05 FOR

WINGWALL DETAILS

SEE NOTE ON S-02

FOR CONCRETE RAMP

INSTALL CONCRETE PAD CONNECTING

EXISTING RAMP TO BRIDGE.

SEE DWG. S-06 FOR

WINGWALL DETAILS

APPROXIMATE LOCATION OF EX. 6"

WATER LINE. EXTENTS UNKNOWN.

PROTECT TREE

IN PLACE

EX. OVERHEAD UTILITY LINE

ASPHALT TRAIL

TO REMAIN

EARTHEN PATHS

TO REMAIN

NEW PEDESTRIAN BRIDGE SEE

STRUCTURE LOCATION PLAN

INSTALL SOIL-FILLED RIPRAP PER

SPECIAL PROVISION 602-D TO

EXTENTS SHOWN

B C-02

A C-02

January 22, 2026

100% FOR

REVIEW

ONLY

FULL DEPTH SAWCUT

EXISTING ASPHALT

TCWRP ADDITIONAL MITIGATION

MEASURES SHOWN IN GRAY SCALE

FOR REFERENCE ONLY

PREVIOUS BRIDGE,

REMOVED SUMMER 2025

SEE DWG. S-08 FOR

REMOVABLE BOLLARD

DETAIL

10'

10' TYP.

CONSTRUCTION NOTES

1. ALL AREAS DISTURBED BY THIS PROJECT SHALL BE

REVEGETATED PER GENERAL NOTE 20.

NOTE:

IT IS ASSUMED THAT TCWRP

ADDITIONAL MITIGATION MEASURES

WILL BE CONSTRUCTED IN THE FIRST

QUARTER OF 2026 IN ADVANCE OF THIS

PEDESTRIAN BRIDGE PROJECT.

BERNALILLO COUNTY

PUBLIC WORKS DIVISION

TECHNICAL SERVICES DEPARTMENT

INSTALL NEW SOIL-FILLED RIPRAP TO ABUT EXISTING

RIPRAP. PROTECT IN PLACE EXISTING RIPRAP OR IF

REMOVAL IS REQUIRED TO FACILITATE CONSTRUCTION,

REINSTALL TO ORIGINAL THICKNESS, SPECIFICATION,

AND ELEVATION. COORDINATE WITH ENGINEER AS

NEEDED.

STA. 1+42.75

0 200-20

.97

BRIDGE DECK

TOP OF SEAT

EXISTING GROUND

FINISHED GROUND

3:1 MAX.3:1 MAX.

SOIL-FILLED RIPRAP

3' THICKNESS

6" TOPSOIL

STA. 0+21.25

0 200-20

.98

SOIL-FILLED RIPRAP

3' THICKNESS

4' 4'

SEE DETAIL 3

ON SHEET S-07

FOR WINGWALL

DETAILS

BRIDGE DECK

TOP OF SEAT

FINISHED GROUND

TCWRP FINISHED

GROUND AND

SOIL-FILLED RIPRAP

6" TOPSOIL

BRIDGE DECK

TOP OF SEAT

3:1 MAX SLOPE

EXISTING GROUND

FINISHED GROUND

SOIL-FILLED RIPRAP

3' THICKNESS

1+20 1+60

6" TOPSOIL

BRIDGE DECK

TOP OF SEAT

0+10 0+50

CONCRETE PATH

TIJERAS CREEK CHANNEL BOTTOM

SOIL-FILLED RIPRAP

3' THICKNESS

6" TOPSOIL

TCWRP FINISHED

GROUND AND

SOIL-FILLED RIPRAP

20260174 C-02 5 13

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GRADING DETAILS

TIJERAS PEDESTRIAN BRIDGE REPLACEMENT

GRADING DETAILS

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NORTH ABUTMENT SECTION VIEW

SCALE: 1" = 10'A NORTH ABUTMENT PROFILE VIEW

SCALE: 1" = 10'C

SOUTH ABUTMENT SECTION VIEW

SCALE: 1" = 10'B SOUTH ABUTMENT PROFILE VIEW

SCALE: 1" = 10'D

January 22, 2026

100% FOR

REVIEW

ONLY

BERNALILLO COUNTY

PUBLIC WORKS DIVISION

TECHNICAL SERVICES DEPARTMENT

NOTE:

IT IS ASSUMED THAT TCWRP

ADDITIONAL MITIGATION MEASURES

WILL BE CONSTRUCTED IN THE FIRST

QUARTER OF 2026 IN ADVANCE OF THIS

PEDESTRIAN BRIDGE PROJECT.

SOIL-FILLED RIPRAP DETAIL

SCALE: 1" = 2'E

MIXED AND PLACED CLASS D

SOIL RIPRAP

(SPECIAL PROVISION 602-D)

GEOTEXTILE (CLASS 1)

TOP SOIL LAYER 6" THICK WITH

NATIVE SEED MIX

12" SUBGRADE COMPACTED TO

95% MIN. PER ASTM D-1557

(SPECIAL PROVISION 602-D)

TCWRP SOIL RIPRAP, TOPSOIL,

AND COIR MAT WHERE EXISTS

BRIDGE SEAT

FINISHED GRADE ELEVATIONS PER

GRADING PLAN PROVIDED AT TOP OF TOP

SOIL LAYER1'

20260174 6 13

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GENERAL STRUCTURAL NOTES

TIJERAS PEDESTRIAN BRIDGE REPLACEMENT

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INDEX OF STRUCTURAL SHEETS

S-01 GENERAL STRUCTURAL NOTES

S-02 STRUCTURE PLAN AND PROFILE

S-03 TRUSS ELEVATION

S-04 TRANSVERSE SECTIONS AND BEARINGS

S-05 ABUTMENT No. 1 DETAILS S-06 ABUTMENT No. 2 DETAILS

S-07 DRILLED SHAFTS DETAILS

S-08 MISCELLANEOUS DETAILS

DESIGN DATA

GENERAL NOTES

DESIGN FOR PEDESTRIAN BRIDGE OVER TIJERAS CREEK AND FOUNDATIONS IS PER LRFD

AASHTO GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES 2009 WITH 2015

INTERIM REVISIONS AND 10TH EDITION OF AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,

2024. DESIGN METHOD: LOAD AND RESISTANCE FACTOR DESIGN

GRAVITY LOADS:

PEDESTRIAN LIVE LOAD = 90 PSF

VEHICULAR LIVE LOAD = H - 5

WIND LOADS:

HORIZONTAL WIND LOADS

STRENGTH III = 0.068 KSF

SERVICE I = 0.026 KSF

VERTICAL WIND LOADS

STRENGTH III = 0.020 KSF

THERMAL LOADS

COEFFICIENTS OF THERMAL EXPANSION:

CONCRETE THERMAL EXPANSION COEFFICIENT = 0.000072 IN/°F-FT

STEEL THERMAL EXPANSION COEFFICIENT = 0.000078 IN/°F-FT

DESIGN TEMPERATURE RANGES:

CONCRETE DESIGN TEMPERATURE RANGE = 80°F (0° TO 80°F)

STEEL DESIGN TEMPERATURE RANGE = 130°F (-10° TO 120°F)

DESIGN SOIL PARAMETERS

MAXIMUM ALLOWABLE SOIL BEARING PRESSURE = 2500 PSF

EQUIVALENT FLUID PRESSURE - ACTIVE = 35 PSF/FT

EQUIVALENT FLUID PRESSURE - AT REST = 60 PSF/FT

EQUIVALENT FLUID PRESSURE - PASSIVE = 250 PSF/FT

CONCRETE: NMDOT STRUCTURAL CONCRETE

CLASS A

AIR ENTRAINED

(f'c = 3000 psi @ 28 DAYS

STEEL REINFORCEMENT: ASTM A 615 fy = 60 KSI

1. THESE NOTES APPLY TO THE CONSTRUCTION OF THE PEDESTRIAN BRIDGE ONLY. THIS

INCLUDES BOTH ABUTMENTS AND WINGWALLS IN THEIR ENTIRETY. IT ALSO INCLUDES THE

STEEL TRUSS SUPERSTRUCTURE, AND COMPOSITE IN THEIR ENTIRETY.

2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE DESIGN AND FABRICATION OF

THE PEDESTRIAN BRIDGE SUPERSTRUCTURE. THE PEDESTRIAN BRIDGE

SUPERSTRUCTURE DESIGN SHALL BE IN ACCORDANCE WITH SECTION 541-A OF THE

SUPPLEMENTAL TECHNICAL SPECIFICATIONS. THE DESIGN SHALL BE STAMPED BY A

STATE OF NEW MEXICO REGISTERED PROFESSIONAL ENGINEER.

3. THE CONTRACTOR SHALL PROVIDE AND SUBMIT A 3-D MEMBER IDENTIFICATION MODEL OF

THE STEEL TRUSS BRIDGE ALONG WITH A STAMPED DESIGNED LETTER DOCUMENTATION

OF A THIRD-PARTY INDEPENDENT STATE OF NEW MEXICO REGISTERED PROFESSIONAL

ENGINEERS REVIEW OF THE TRUSS DESIGN AND FABRICATION SHOP DRAWINGS.

4. IN THE EVENT OF A CONFLICT BETWEEN NMDOT SPECIFICATIONS AND SUPPLEMENTARY

TECHNICAL SPECS, THE SUPPLEMENTARY SPECIFICATIONS SHALL TAKE PRECEDENCE.

5. WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE NEW MEXICO STATE

DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY & BRIDGE

CONSTRUCTION 2019 AND APPLICABLE SUPPLEMENTAL SPECIFICATIONS AND SPECIAL

PROVISIONS.

6. CONCRETE MIX DESIGN SHALL BE BASED ON MEDIUM- FREEZE THAW RISK ZONE.

7. DRILLED SHAFTS SHALL BE CLASS G CONCRETE.

8. CHAMFER ALL EXPOSED EDGES OF STRUCTURES 3/4" UNLESS OTHERWISE NOTED.

9. REINFORCE BARS SHALL BE GRADE 60. DIMENSIONS SHOWN REFER TO THE CENTERLINE

OF THE BARS UNLESS NOTES OTHERWISE.

10. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION.

THE ENGINEER OF RECORD SHALL BE NOTIFIED BY ANY DISCREPANCIES OR

INCONSISTENCIES.

11. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS.

12. NOTES ON DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND

TYPICAL DETAILS.

GENERAL NOTES, CONT.

11. THE CONTRACTOR STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED

STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR

SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING

CONSTRUCTION, AS WELL AS WORKER SAFETY AND COMPLIANCE WITH OSHA OR OTHER

AGENCY SAFETY GUIDELINES, SUCH MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO,

BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC..

12. NOTCHING OR CUTTING IN ANY STRUCTURAL MEMBER IN THE FIELD IS PROHIBITED, UNLESS

APPROVED BY THE STRUCTURAL ENGINEER.

13. A REGISTERED, GEOTECHNICAL ENGINEER SHALL OBSERVE ALL CONTROLLED EARTHWORK.

THE GEOTECHNICAL ENGINEER SHALL PROVIDE PERIODIC ON-SITE OBSERVATION BY

EXPERIENCED PERSONNEL DURING CONSTRUCTION OF CONTROLLED EARTHWORK.

14. THE GEOTECHNICAL ENGINEER SHALL SUBMIT THE RESULTS OF ALL REQUIRED TESTS TO THE

OWNER OR OWNER'S REPRESENTATIVE.

15. FABRICATOR SHALL PROVIDE EXPANSION AND FIXED BEARINGS WHERE INDICATED IN PLAN.

EXPANSION BEARINGS SHALL UTILIZE ELASTOMERIC BEARING PADS OR *FRICTIONLESS*

PLATES TO PERMIT THERMAL EXPANSION AND CONTRACTION PARALLEL TO AXIS BRIDGE.

16. AUGERCAST DRILLED SHAFTS SHALL BE CONSTRUCTED PER SECTION 502 OF THE NMDOT

STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION.

17. CONTRACTOR IS RESPONSIBLE FOR PROVIDING BRIDGE LIGHTING AND SHALL COORDINATE

WITH BRIDGE FABRICATOR REGARDING FIXTURES, MOUNTING AND ACCESS. LUMINAIRES

SHALL CONFORM TO THE LUMINAIRE PARAMETERS TABLE, THIS SHEET.

18. A SUBSURFACE SOIL INVESTIGATION HAS BEEN PREFORMED BY GEOMAT, JOB NO. 252-5532A , REPORT DATED JANUARY 20, 2026. SCOUR DEPTH, AND SHAFT ALLOWABLE CAPACITIES (AS

NOTED IN THE BRIDGE DESIGN DATA, THIS SHEET) IS BASED UPON THE GEOTECHNICAL

REPORT RECOMMENDATIONS.

FOUNDATION DESIGN DATA TABLE

BRIDGE COLOR TABLE

LOCATION DIAMETER

(IN.) QUANTITY ESTIMATED

LENGTH (FT)

TOP

ELEVATION

(FT)

BOTTOM

ELEVATION

(FT)

SERVICE

DESIGN LOAD

(KIPS)

FACTORED

DESIGN LOAD

(KIPS)

ALLOWABLE

CAPACITY

(KIPS)

FACTORED

CAPACITY

(KIPS)

ABUTMENT No. 1 24 2 46 6252.83 6206.83 49 72 200 88 ABUTMENT No. 2 24 2 46 6252.33 6206.33 49 72 260 112

BRIDGE COLOR TABLE

AREAS FOR COLOR TREATMENT TREATMENT COLOR

1. BRIDGE STRUCTURE 2 -

2. ABUTMENT CAPS/ WINGWALLS 1 1

TREATMENTS:

1. SMOOTH FORM FINISH

2. SELF-WEATHERING STEEL

COLORS:

1. SUBMIT COLOR WHEEL TO

OWNER FOR SELECTION

ABBREVIATIONS

C.I.P. = CAST-IN-PLACE

EXIST. = EXISTING

LT. = LEFT

RT. = RIGHT

D.L. = DRIVING LANE

SHLD. = SHOULDER

CLR. = CLEAR, CLEARANCE

O.C. = ON CENTER

C.S.L = CROSS-HOLE SONIC LOGGING

F.V. = FIELD VERIFY

E.F. = EACH FACE

O.F. = OUTSIDE FACE

F.F. = FAR FACE

I.F. = INSIDE FACE

N.F. = NEAR FACE

N.T.S. = NOT TO SCALE

TYP. = TYPICAL

MINIMUM REBAR SPLICE LENGTHS FOR CONCRETE

BAR SIZE MIN LAP SPLICE

#4 21 IN

#5 26 IN

#6 33 IN

#7 45 IN

#8 58 IN

S-01

ESTIMATED QUANTITIES

BACKFILL GRADATION

SIEVE SIZE PERCENT PASSING

3 INCH 100

No. 4 50-100

No. 200 50 MAX

COMPACTION REQUIREMENTS

THE PLASTICITY INDEX SHALL BE NO GREATER THAN 15 WHEN TESTED IN ACCORDANCE WITH ASTM D4318.

SUBGRADE SOILS AND STRUCTURAL FILL MATERIALS SHALL BE COMPACTED TO THE FOLLOWING PERCENTAGES OF THE

ASTM D1557 MAXIMUM DRY DENSITY AT ±3% OPTIMUM MOISTURE CONTENT:

MATERIAL: MINIMUM PERCENT COMPACTION

BENEATH FOUNDATIONS 95%

BENEATH SLABS 95%

BENEATH PAVEMENTS 95%

AGGREGATE BASE 95%

MISCELLANEOUS BACKFILL 90%

TESTS FOR DEGREE OF COMPACTION SHALL BE DETERMINED BY THE ASTM D1556 METHOD OR ASTM D2922.

OBSERVATION AND FIELD TEST SHALL BE CARRIED ON DURING FILL AND BACKFILL PLACEMENT BY THE GEOTECHNICAL ENGINEER TO ASSIST THE CONTRACTOR IN OBTAINING THE REQUIRED DEGREE OF COMPACTION. IF LESS THAN 95 PERCENT RELATIVE COMPACTION IS INDICATED, ADDITIONAL COMPACTION EFFORT SHALL BE MADE WITH ADJUSTMENT

OF THE MOISTURE CONTENT AS NECESSARY UNTIL 95 PERCENT COMPACTION IS OBTAINED.

ITEM SPEC DESCRIPTION UNIT QUANTITY

1 541 PREFABRICATED PEDESTRIAN BRIDGE LS 1

2 511 REINFORCED CONCRETE C.Y. 18

3 543 RAILING L.F. 81

4 502 DRILLED SHAFT FOUNDATION 24" DIAMETER L.F. 184

5 210 STRUCTURAL EXCAVATION C.Y. 1196

6 210 STRUCTURAL BACKFILL C.Y. 985

7 203 UNCLASSIFIED EXCAVATION C.Y. 21

8 602 SOIL-FILLED RIPRAP C.Y. 170

9 608 CONCRETE SIDEWALK 4" S.Y. 25

10 706 BRIDGE LIGHTING L.S. 1

11 667 REMOVEABLE BOLLARD EACH 1

12 601 ASPHALT REMOVAL S.Y. 16

13 632 SEEDING ACRE 1

14 632 TOPSOIL C.Y. 30

15 621 CONSTRUCTION MOBILIZATION LS 1

16 801 CONSTRUCTION STAKING LS 1

17 618 CONSTRUCTION TRAFFIC CONTROL & BARRICADING LS 1

BERNALILLO COUNTY

PUBLIC WORKS DIVISION

TECHNICAL SERVICES DEPARTMENT

LUMINAIRE PARAMETERS

AVERAGE HORIZONTAL FOOTCANDLE 1

MINIMUM HORIZONTAL FOOTCANDLE 0.2

AVERAGE/MINIMUM RATIO 4

MINIMUM VERTICAL FOOTCANDLE AT 1.5M 0.5

COLOR RENDERING INDEX (MINIMUM) 80

CORRELATED COLOR TEMPERATURE 3000 K

EXPECTED LIFETIME (MINIMUM) 60000 HOURS AT 25°C

MANUFACTURER'S WARRANTY 5+ YEARS

VOLTAGE 120 VOLTS AC

AMBIENT OPERATING TEMPERATURE -30°C TO 60°C

124'-0" C BRG. TO C BRG.L L

CLBRG. = C ABUT No. 1L CLBRG. = C ABUT No. 2L

FIXED EXP.

0+00 1+00 1+60

24" Ø DRILLED

SHAFT

PROFILE GRADE

24" Ø DRILLED

SHAFT

FINISHED

GRADE EXISTING

GRADE

FINISHED

GRADE

RAILING, CONT.

ATTACHED TO

EXISTING RAILING

ON CONC. RAMP

WINGWALL

FOOTING

RAILING, CONT. ST

= 0 +2

0.0

.75

100-YR WSEL

50 62

51 62 52 62

124'-0" C BRG. TO C BRG.

TIJ

CLBRG. = C ABUT No. 1

1'-4"1'-4"

126'-8" BACK-TO-BACK OF BACKWALLS

125'-0" PRE-ENGINEERED STEEL TRUSS BRIDGE

6253 6254

L L

N14°43'28"E

CLBRG. = C ABUT No. 2L

C BRG. ABUT No. 1

STA 0+20.00

C BRG. ABUT No. 2

STA 1+44.00

CONC. RAMP

IF REQ.

UGRD. ELEC. CONDUIT FOR

BRIDGE LIGHTING, APPROX.

103'-0"

WINGWALL,

TYP.

PREVIOUS BRIDGE,

REMOVED SUMMER 2025 RAILING,

DETAILS 1

AND 2/S-08B-02

B-01

REMOVABLE BOLLARD,

DETAIL 6/S-08

RAILING, DETAILS 4

AND 5/S-08

No. 1

8'- 0"

20260174 7 13

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TIJERAS PEDESTRIAN BRIDGE REPLACEMENT

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S-02

1 STRUCTURE LOCATION PLAN

SCALE: 1" = 10'-0"

2 STRUCTURE PROFILE

SCALE: 1" = 10'-0"

WATERWAY DATA - 100 YEAR EVENT

DRAINAGE AREA 56 SQ. MI.

DESIGN DISCHARGE 9117 CFS

VELOCITY 11 FT/SEC

WSEL 6258.6 FT

EXPECTED MAX SCOUR 16.1 FT

BRIDGE POINT TABLE

POINT NORTHING EASTING STATION DESCRIPTION

1 1484217.60' 1598275.83' 0+00.00' BEGINNING OF ALIGNMENT

2 1484236.94' 1598280.91' 0+20.00' CENTER OF BRG. ABUT. No. 1 3 1484356.87' 1598312.43' 1+44.00' CENTER OF BRG. ABUT. No. 2

4 1484372.34' 1598316.50' 1+60.00' END OF ALIGNMENT

LEGEND

APPROXIMATE BOREHOLE LOCATIONB-XX

1. MOUNT JUNCTION ON BRIDGE ABUTMENT SUPPORT AND

RISE CONDUIT TO BOX. CONTINUE CONDUIT /

CONDUCTOR TO NEW BRIDGE LIGHT FIXTURE.

2. UNDERGROUND ELECTRICAL CONDUIT FOR BRIDGE

LIGHTING, EXTEND CONDUIT/CONDUCTOR FROM

EXISTING MULTI-PURPOSE CENTER BUILDING TO NEW

BRIDGE JUNCTION BOX, APPROXIMATELY 150'-0".

X ELECTRICAL KEYED NOTES

BERNALILLO COUNTY

PUBLIC WORKS DIVISION

TECHNICAL SERVICES DEPARTMENT

1'-

C BRG = C ABUTMENTL L

124'-0" (C BRG TO C BRG)L L

FINISHED GRADE

ABUT. No. 1 - 6256.75' ABUT. No. 2 - 6256.25'

90°TYP.

TOE PLATE,

TYP.

RECESSED LIGHTING, TYP.,

SEE DETAIL 3 THIS SHEET

SAFETY RAILING,

TYP.

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TRUSS ELEVATION

TIJERAS PEDESTRIAN BRIDGE REPLACEMENT

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ENGINEER'S SEAL

FIE

FIC

R' S

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N S

BHI PROJECT NO. SHEET OFDWG NO.

B Y

L = 124'-0"

CAMBER = ΔDL + ΔLL

(12" MAX)

S-03

1 HALF TRUSS ELEVATION

SCALE: NTS

SHEET NOTES

1. VERIFY ALL E DIMENSIONS MARKED WITH "*" WITH THE PRE-ENGINEERED BRIDGE

MANUFACTURER.

2. THE ELEVATIONS SHOWN REPRESENT THE AS-BUILT CONFIGURATION OF THE TRUSSES

WITH COMPOSITE DECK IN PLACE. THE BRIDGE MANUFACTURER SHALL PROVIDE CAMBER

AS NECESSARY TO COUNTERACT THE DEAD LOAD AND LIVE LOAD DEFLECTION OF THE

BRIDGE TRUSSES AND COMPOSITE DECK.

3. RAILING IS PARALLEL TO DECK.

2 CAMBER DIAGRAM

SCALE: NTS

3 LIGHTING FIGURE

SCALE: NTS

BERNALILLO COUNTY

PUBLIC WORKS DIVISION

TECHNICAL SERVICES DEPARTMENT

SEAT ELEVATION -

SEE SHEETS S-05

AND S-06

1'-

6'- 1"

4'- 0"

3'- 6"

RUB RAIL

RECESSED LIGHTING

IN VERTICALS*

SAFETY RAILING TO BE

SPACE SO AS TO

PREVENT THE PASSAGE

OF A 4"Ø SPHERE, TYP.

RECESSED LIGHTING IN

VERTICALS*

DISCONTINUE SAFETY

RAILING AT LIGHTING

LOCATIONS

CLBRIDGE = C TRAILL

2'- 0"

HSS TOP CHORD

HSS BOTT. CHORD

HSS WEB DIAGONAL

COMPOSITE DECK

w/ SURFACE GRIP

STRINGER

FLOOR

BEAM

HSS DIAGONAL

BRACE

HSS WEB VERTICAL

TOE PLATE

8'-0" CLR. BTW. RAILS

ELECTRICAL CONDUIT FOR

RECESSED LIGHTING

NOTES:

1. BRIDGE MANUFACTURER SHALL PROVIDED CUTOUTS IN VERTICALS

MATCHING SIZE OF LIGHT BOX, LIGHT ATTACHMENT PLATE INSIDE

VERTICAL, 1 1/8"Ø ACCESS HOLE BETWEEN DECK AND TOE RAIL.

2. SHOP/CONTRACTOR TO COORDINATE AND VERIFY LIGHT CUT OU SIZE

WITH ACTUAL LIGHT FIXTURE PRIOR TO CUTTING HOLES.

CONT. 1"x5 1/2" (ACTUAL) DFL RUB RAIL S4S, E4E w/ 1/8" EDGE EASE

RADIUS

L1 1/4"x1 1/4"x1/8"x5" LONG w/ (2) 1/4"Øx1 1/2" SELF WEATHERING

CARRIAGE BOLS @ EA. VERT.

1/4

COMPOSITE DECK

w/ SURFACE GRIP

HSS BOTT. CHORD

(2) 1" Ø x18" MIN. EMBED ASTM F1554 GR. 55

ANCHOR RODS. CONTRACTOR SHALL

COORDINATE FINAL DESIGN WITH BRIDGE

FABRICATOR AND EOR.

STRINGER

FLOOR

BEAM

BACKWALL

CLBRG. = C ABUT.L

DOUBLE NUT,

TACK WELDCONCRETE

ABUTMENT

1/4"x12" GALV. STEEL

JNT. COVER PLATE,

DETAIL 4/S-05

HSS WEB VERTICAL

PLANK HOLDDOWN

BUTTON HEAD SCREW,

(1) PER PLANK EA. END

FLAT HEAD SCREW, (2)

PER PLANK

HSS BOTT.

CHORD STRINGER

CENTER

NAILER

20260174 9 13

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TRANSVERSE SECTION AND BEARINGS

TIJERAS PEDESTRIAN BRIDGE REPLACEMENT

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ENGINEER'S SEAL

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BHI PROJECT NO. SHEET OFDWG NO.

B Y

S-04

1 TRANSVERSE SECTION

SCALE: NTS -

3 RUB RAIL DETAIL

SCALE: NTS

2 BEARING SIDE VIEW

SCALE: NTS

4 COMPOSITE DECK DETAIL

SCALE: NTS

SHEET NOTES

1. VERIFY ALL E DIMENSIONS MARKED WITH "*" WITH THE

PRE-ENGINEERED BRIDGE MANUFACTURER.

BERNALILLO COUNTY

PUBLIC WORKS DIVISION

TECHNICAL SERVICES DEPARTMENT

CLBRIDGE = C TRAILL

C LB

1'- 4"

2'- 8"

8" 2'-

4'-0" 8" 5'-4" 5'-4" 8" 4'-0"

6'-0" 6'-0"

12'-0"

RAILING, DETAILS 4 AND 5/S-08

CLBRIDGE = C TRAILL

1'-

3'-

4'-

4'-0"

WINGWALL

2'-6" 3'-6" 3'-6" 2'-6" 4'-0"

WINGWALL

12'-0"

WINGWALL

24"Ø DRILLED

SHAFT, TYP.

CONCRETE

ABUTMENT

BACKWALL

2"x4" KEYWAY, TYP.

1/2" EXP. JNT.

MATERIAL

±1'-5" ±1'-5"

1'-

3'-

4'-

WINGWALL

ABUTMENT SEAT

(BEYOND)

3/4" CHAMFER, TYP.

ALL EXP. EDGES

(2) 1" Øx18" MIN. EMBED ASTM

F1554 GR. 55 ANCHOR RODS.

COORDINATE FINAL DESIGN

1'-

3'-

4'-

24"Ø DRILLED

SHAFT, TYP.

CLABUT = C DRILLED SHAFTL

JNT.

8" 2'-0" 1'-4" 1'-4"

2'-8"

ABUTMENT CAP

SEAT ELEV. -

6254.83'

FLOOR BEAM

COMPOSITE

STRINGER

HSS BOTT. CHORD

BEARING ASSEMBLY

1/4"x12" GALV. STEEL JNT. COVER P w/ STOVE

BOLTS CENTERED IN

BACKWALL, FULL

WIDTH OF DECK

(2) 1" Øx18" MIN. EMBED ASTM

F1554 GR. 55 ANCHOR RODS.

CONTRACTOR SHALL

COORDINATE FINAL DESIGN

WITH BRIDGE FABRICATOR

AND EOR.

CLABUT = C DRILLED SHAFTL

2" C

#4 VERT. @ MAX

12" O.C.

#4 HORIZ. @ MAX 6"

O.C. ABV. SEAT

(4) #6 BARS T&B

(2) #4 BARS, EVENLY

SPACED EA. SIDE

#4 STIRRUPS @ MAX

12" O.C.

2"x4" KEY, TYP.

3" CLR. SIDES

& BOTT.

#4 VERT. @

12" O.C.

#4 HORIZ @ MAX 6"

O.C. ABV. SEAT

2" CL

#4 HORIZ @ MAX 12"

O.C. BLW. SEAT

ABUTMENT SEAT

(BEYOND)

#4 BARS w/ STD. HK.

@ MAX 12" O.C.(4) #4 BARS VERT.

BARS

#4 HORIZ. @ MAX

6" O.C. ABV. SEAT

#4 STIRRUPS @

MAX 12" O.C.

#4 HORIZ. @ MAX 12"

O.C. BLW. SEAT

(4) #6 BARS

T&B

(2) #4 BARS, EVENLY

SPACED EA. SIDE

#4 VERT. @ MAX 12"

O.C. IN BACKWALL

(4) #4 BARS VERT.

BARS

#4 BARS w/ STD. HK.

@ MAX 12" O.C.

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ABUTMENT 1 DETAILS

TIJERAS PEDESTRIAN BRIDGE REPLACEMENT

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Thu, 22-Jan-2026 - 2:14:pm, Plotted by: KMANCINAS P:\20260174\STRUCT\Drawings\ACAD\20260174_10_S-05_ABUTMENT 1 DETAILS.dwg

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ENGINEER'S SEAL

FIE

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B Y

N S

BHI PROJECT NO. SHEET OFDWG NO.

B Y

S-05

1 ABUT. No. 1 LAYOUT PLAN

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

2 ABUT. No. 1 ELEVATION

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

SHEET NOTES

1. VERIFY ALL E DIMENSIONS MARKED WITH "*" WITH THE

PRE-ENGINEERED BRIDGE MANUFACTURER.

3 SECTION

SCALE: N.T.S. -

4 SECTION

SCALE: N.T.S.

5 ABUT. No. 1 REINFORCING PLAN

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

6 ABUT. No. 1 REINFORCING ELEVATION

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

7 SECTION

SCALE: N.T.S. -

8 SECTION

SCALE: N.T.S.

BERNALILLO COUNTY

PUBLIC WORKS DIVISION

TECHNICAL SERVICES DEPARTMENT

CLBRIDGE = C TRAILL

C LB

1'- 4"

8" 2'-

0" 8" 5'-4" 5'-4" 8"

6'-0" 6'-0"

12'-0"

1'- 4"

2'- 8"

3'-9 5/8" BTW.

JNTS.

CONC. IF REQ. RAMP

~ 1 0'-

FIE

RAILING,

DETAIL 1 AND

2/S-08

EXISTING RAILING

EXISTING RAMP

±1'-5"CLBRIDGE = C TRAILL

2'-6" 3'-6" 3'-6" 2'-6"

12'-0"

24"Ø DRILLED

SHAFT, TYP.

CONCRETE

ABUTMENT

2"x4" KEYWAY, TYP.

±1'-5"

3'- 0"

1'-

4'-

BACKWALL

RAILING, TYP.

1'-

3'-

4'-

24"Ø DRILLED

SHAFT, TYP.

CLABUT = C DRILLED SHAFTL

JNT.

8" 2'-0" 1'-4" 1'-4"

2'-8"

ABUTMENT SEAT

SEAT ELEV. -

6254.83'

FLOOR BEAM

COMPOSITE DECK

STRINGER

HSS BOTT. CHORD

BEARING ASSEMBLY

1/4"x12" PAINTED STEEL JNT. COVER P w/ STOVE

BOLTS CENTERED IN

BACKWALL, FULL

WIDTH OF DECK

(2) 1" Øx18" MIN. EMBED ASTM

F1554 GR. 55 ANCHOR RODS.

CONTRACTOR SHALL

COORDINATE FINAL DESIGN

WITH BRIDGE FABRICATOR

AND EOR.

1'-

2'-

6'- 2"

WINGWALL

ABUTMENT SEAT

3/4" CHAMFER, TYP.

ALL EXP. EDGES

1'-3" 2'-6"

3'-9"

1'- 3"

1'- 0"

F.G.

2"x4" KEYWAY, TYP.

1/2" EXPANSION JOINT

MATERIAL SEALED

WITH 1/2" NP1

(2) 1" Øx18" MIN. EMBED ASTM

F1554 GR. 55 ANCHOR RODS.

COORDINATE FINAL DESIGN

WITH BRIDGE FABRICATOR

CLABUT = C DRILLED SHAFTL

2" C

#4 VERT. @ MAX

12" O.C.

#4 HORIZ. @ MAX 6"

O.C. ABV. SEAT

(4) #6 BARS T&B

(2) #4 BARS, EVENLY

SPACED EA. SIDE

#4 STIRRUPS @ MAX

12" O.C.

2"x4" KEY, TYP.

#4 BARS w/ STD. HK.

@ MAX 12" O.C.(4) #4 BARS VERT.

BARS

#4 HORIZ. @ MAX

6" O.C. ABV. SEAT

#4 STIRRUPS @

MAX 12" O.C.

(4) #6 BARS

T&B

(2) #4 BARS, EVENLY

SPACED EA. SIDE

#4 VERT. @ MAX 12"

O.C. IN BACKWALL

(4) #4 BARS VERT.

BARS

#4 BARS w/ STD. HK.

@ MAX 12" O.C.

#5 VERT. @

6" O.C.

#4 HORIZ. @

12" O.C.

#5 VERT. @

6" O.C. T&B

(5) #4 HORIZ. EVENLY

SPA. T&B

3" C

2" C

2" CLR.

20260174 11 13

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ABUTMENT 2 DETAILS

TIJERAS PEDESTRIAN BRIDGE REPLACEMENT

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S- B

M A

ENGINEER'S SEAL

FIE

FIC

R' S

B Y

N S

BHI PROJECT NO. SHEET OFDWG NO.

B Y

S-06

SHEET NOTES

1. VERIFY ALL E DIMENSIONS MARKED WITH "*" WITH THE

PRE-ENGINEERED BRIDGE MANUFACTURER.

1 ABUT. No. 2 LAYOUT PLAN

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

2 ABUT. No. 2 ELEVATION

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

4 SECTION

SCALE: N.T.S.

3 SECTION

SCALE: N.T.S.

5 ABUT. No. 2 REINFORCING PLAN

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

7 ABUT. No. 2 REINFORCING ELEVATION

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

8 SECTION

SCALE: N.T.S.

7 SECTION

SCALE: N.T.S.

BERNALILLO COUNTY

PUBLIC WORKS DIVISION

TECHNICAL SERVICES DEPARTMENT

3" CL

(91 ) S

6" O

C = 4

5'- 6"

(92 ) B

3" (9)

2'-

3" (1

3"3"

24"Ø DRILLED

SHAFT

ABUTMENT

CAP

#7 VERT.,

TYP.

C.S.L.TUBE, TYP.

'-0

24"Ø

CLR.

(8) #7 BARS, TYP.

#4 TIES w/ 135° HK. EA.

END @ 6" O.C., TYP.

STAGGER TIE SPLICES

@ ALT. TIES 6" MIN.

20260174 12 13

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DRILLED SHAFT DETAILS

TIJERAS PEDESTRIAN BRIDGE REPLACEMENT

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Thu, 22-Jan-2026 - 2:15:pm, Plotted by: KMANCINAS P:\20260174\STRUCT\Drawings\ACAD\20260174_12_S-07_DRILLED SHAFT DETAILS.dwg

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ENGINEER'S SEAL

FIE

FIC

R' S

B Y

N S

BHI PROJECT NO. SHEET OFDWG NO.

B Y

S-07

2 TYPICAL DRILLED SHAFT SECTION

SCALE: NTS

1 TYPICAL DRILLED SHAFT ELEVATION

SCALE: NTS

24"Ø24"Ø

BERNALILLO COUNTY

PUBLIC WORKS DIVISION

TECHNICAL SERVICES DEPARTMENT

8'-0" MAX. POST SPACING

SADDLE CUT & GRIND

SMOOTH, TYP.3/16"

2" Ø SCH. 40

HANDRAIL.

3/8" x 4" x CONT. TOE PLATE, WELDED TO POSTS

EDGE OF WALL

NOTE: PROVIDE RAIL

EXPANSION JOINTS PER DETAIL

3/S-0X @ MAX. 40'-0" O.C.

EQ. EQ.

C POSTL

4 1 /2"

1 1/2" 5" 1 1/2"

DRILL AND EPOXY 1/2" Ø x4 1/2" EMBED THREADED RODS w/ HILTI HIT-RE 500

V3, TYP. OF (4) PER POST.

P 3/8"x8"x0'-8"L 2 3 /4"

3 1 /2"

2 3 /4"

1 3 /4"

5 1 /2"

1 3

/4"1/2" Ø A307 THRU

BOLT, (2) PER

POST, TYP.

2" Ø SCHEDULE 40

POST

HSS3"x3"x1/4"x0'-9"

(3/16") 8"

MOUNT - PLAN MOUNT - ELEVATION

5'-3 1/2" F.V.

3/4" CHAMFER,

TYP.

1'- 0"

2'-

0" M

FIN. GR.

1'- 6"

2" C

T.O.C.

1'-0"

TYP.

3" CLR.

3" C

#4 @ 12" O.C. E.W.

3'- 0"

1'-0"

6" 6"

3" 2'-

MOUNT - ELEVATION

SEE FILL MOUNTED

RAILING DETAIL

8'-0" MAX. POST SPACING

SADDLE CUT & GRIND

SMOOTH, TYP. 3/16"

2" Ø SCH. 40

HANDRAIL.

3/8" x 4" x CONT. TOE PLATE, WELDED TO POSTS, TERMINATE AT END RAIL.

NOTE: PROVIDE RAIL EXPANSION

JOINTS PER DETAIL 3/S-0X @ MAX.

40'-0" O.C.

2" Ø SCH. 40

HANDRAIL.

ABUTMENT

BACKWALL

PROVIDE 3" CLR.

FROM BRIDGE

END VERTICAL

3'- 0"

2'- 8"

3" MI

1'-3"Ø

6" DIA. NOM SCH 40 GALV STL PIPE

PAINTED PIPE w/ AN OIL BASE

ALKYD PRIMER AND AN OIL BASED

ALKYD ENAMEL TO COAT; COLOR

TO BE BRIGHT YELLOW.

BIT JNT FILLER @ CONC PAV

FIN GR OR PAV

CONC COLLAR, 3000 PSI @ 28 DAYS

w/ SMOOTH OR BROOM FINISH

WHERE PAV IS ADJ

5" DIA. NOM SCH 40 GALV. STEEL

PIPE TO BE FILL w/ CONC

1/4

2" WIDE REFLECTIVE TAPE,

AS APPROVED BY

ENGINEER, LOCATE

AROUND PIPE AS SHOWN

1/4" x 6 5/8" DIA. GALV. STEEL

PLATE COVER, WELDED TO PIPE.

SEE DETAILS A AND B, THIS SHEET

DETAIL A

DETAIL B

1/4 3 1/2"

4" NOMINAL DIA. SCHEDULE

40 GALV. STEEL PIPE, 5'-2"

TO BE FILLED W/ CONC.

PAINT PIPE BRIGHT

YELLOW ABOVE FINISHED

GRADE.

ALI…

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