DPW063133P-REPAIR BRIDGE RR7B0003-FINAL.pdf

MAIN POST

STALLION RANGE CENTER

SMR

HELSTF

17 9

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

PROJECT LOCATION

MAP

SHEET INDEX

SHEET DESCRIPTION

GENERAL

01 COVER SHEET

02 GENERAL NOTES AND SITE MAP

CIVIL

03 RR7 B0003 EXISTING CONDITIONS

REPAIR BRIDGE RR7B0003

WHITE SANDS MISSILE RANGE, N.M.

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

01 12SHEET OF

G1 01

REVISIONS

REPAIR BRIDGE RR7B0003

J. SILVA J. SILVA

XX

O. SAENZ

J. NUNEZ

R. LOPEZ

March 26, 2026 NTS

COVER SHEET

PROJECT LOCATION

HW

Y 7

RR7B0003

HELSTF

RR

VICINITY MAP

DPW063133P

RR 7

RR

RR 21

SAN ANDRES M

O

UNTAINS

04 RR7 B0003 IMPROVEMENTS PLAN

05 CONSTRUCTION DETAILS

06 CONSTRUCTION DETAILS 2 - RIP RAP

07 CONSTRUCTION DETAILS 3 - CWB

08 CONSTRUCTION DETAILS 4 - CWB

09 CONSTRUCTION DETAILS 5 - CWB

10 CONSTRUCTION DETAILS 6 - GUARDRAIL

11 CONSTRUCTION DETAILS 7 - GUARDRAIL

12 CONSTRUCTION DETAILS 8 - GUARDRAIL

ISSUED FOR

CONSTRUCTIO

N

OVERHEAD ELECTRIC LINE

WATER VALVE

SIGNAGE

SANITARY SEWER MANHOLE

CO

SS

SANITARY SEWER CLEANOUT

ELECTRICAL POLE

ELECTRICAL ANCHOR/GUY WIRE

Legend Existing Features New Project Features

FIRE HYDRANT

SANITARY SEWER LINE

BACK OF CURB

CURB FLOW LINE

CURB AND GUTTER LIP

POTABLE WATER LINE

NEW ASPHALT PAVING

NEW RIP RAP

NEW CONCRETE

CPED

COMMUNICATIONS PEDESTAL

W

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

PROJECT LOCATION: RR7 B0003

LAT: 32.6520°

LONG: -106.4490°

STAGING AREA

LAT: 32.6481°

LONG: -106.4462°

WHITE SANDS MISSILE RANGE, N.M.

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

02 05SHEET OF

G2 02

REVISIONS

REPAIR BRIDGE RR7B0003

J. SILVA J. SILVA

XX

O. SAENZ

J. NUNEZ

R. LOPEZ

March 26, 2026 NTS

GENERAL NOTES AND LEGEND

GENERAL CONSTRUCTION NOTES

SITE MAP

SS

FH

COKER SITE

RR 7

GERI SITE

ISSUED FOR

CONSTRUCTIO

N

AutoCAD SHX Text

1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT CONSTRUCTION PLANS, SPECIFICATIONS AND THE LATEST EDITION OF THE NEW MEXICO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AS PREPARED BY THE NEW MEXICO CHAPTER, AMERICAN PUBLIC WORKS ASSOCIATION , IN THAT ORDER OF PRECEDENCE AT THE TIME OF CONSTRUCTION BID. 2. UNLESS OTHERWISE PROVIDED AS PART OF THE CONSTRUCTION PLANS, UNLESS OTHERWISE PROVIDED AS PART OF THE CONSTRUCTION PLANS, A COMPLETE TRAFFIC CONTROL PLAN SHALL BE PREPARED BY THE CONTRACTOR WHEN ANY PORTION OF THE WORK IS TO AFFECT TRAFFIC PATTERNS. ALL CONSTRUCTION SIGNING, BARRICADING AND CHANNELIZATION SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" (MUTCD), LATEST EDITION. THE PLAN SHALL BE SUBMITTED TO THE COR FOR APPROVAL AT LEAST 14 DAYS PRIOR TO THE START OF ANY CONSTRUCTION. THE CONTRACTOR SHALL NOT IMPLEMENT THE TRAFFIC CONTROL PLAN UNTIL APPROVAL OF THE PLAN HAS BEEN RECEIVED FROM THE COR. 3. THE CONTRACTOR SHALL ASSUME THE SOLE AND COMPLETE THE CONTRACTOR SHALL ASSUME THE SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 4. CONTRACTOR SHALL RESTRICT ALL ACTIVITIES TO THE AREA OF CONTRACTOR SHALL RESTRICT ALL ACTIVITIES TO THE AREA OF CONSTRUCTION. ANY DAMAGE TO AREAS OUTSIDE OF THE AREA OF CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION OR BETTER AT NO ADDITIONAL COST . 5. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE ONLY. PRIOR TO LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE ONLY. PRIOR TO CONSTRUCTION, EXISTING UTILITY LOCATIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. ANY DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED AT NO ADDITIONAL COST. 6. THE CONTRACTOR MUST SUBMIT A CABLE LOCATE REQUEST TO WSTC THE CONTRACTOR MUST SUBMIT A CABLE LOCATE REQUEST TO WSTC RO-IM TO IDENTIFY ANY COMMUNICATION CABLES WITHIN THE CONSTRUCTION AREA. SUBMITTAL OF REQUEST MUST BE COORDINATED AT (575) 678-3901. 7. ANY DEVIATION OF THE INFORMATION PROVIDED HEREIN AND THE ANY DEVIATION OF THE INFORMATION PROVIDED HEREIN AND THE CONDITIONS EXISTING IN THE FIELD AT THE TIME OF CONSTRUCTION SHOULD BE REPORTED TO THE ENGINEER AS SOON AS POSSIBLE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTRUCTION SIGNS, BARRICADES, ETC. UNTIL COMPLETION OF CONTRACT AND SHALL HAVE PERSONNEL AVAILABLE AT ALL TIMES UNTIL THE PROJECT IS COMPLETE TO REPAIR OR REPLACE SIGNS, BARRICADES, ETC. 9. THE CONTRACTOR SHALL ONLY UTILIZE THE DESIGNATED STAGING THE CONTRACTOR SHALL ONLY UTILIZE THE DESIGNATED STAGING AREA FOR STORAGE OF ALL EQUIPMENT AND MATERIALS. WSMR ASSUMES NO RESPONSIBILITY OR LIABILITY FOR CONTRACTOR'S EQUIPMENT AND MATERIAL IN THE STAGING AREA. 10. WORK ON THE PROJECT SHALL BE DONE IN ACCORDANCE WITH ALL WORK ON THE PROJECT SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL ORDINANCES, RULES, AND REGULATIONS CONCERNING CONSTRUCTION SAFETY, HEALTH, AND ENVIRONMENTAL PROTECTION. 11. DISPOSAL OF ALL REMOVAL ITEMS SHALL BE DONE BY THE DISPOSAL OF ALL REMOVAL ITEMS SHALL BE DONE BY THE CONTRACTOR IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS AND ORDINANCES. DISPOSAL ITEMS SHALL BE DISPOSED OF OFF SITE AT A PERMITTED SOLID WASTE FACILITY AND IN ACCORDANCE WITH THE PROJECT STATEMENT OF WORK SECTION 2.6.3. 12. PERSONNEL SHOULD BE AWARE OF SNAKES, AND VARIOUS OTHER PERSONNEL SHOULD BE AWARE OF SNAKES, AND VARIOUS OTHER SPECIES OF WILDLIFE IN THE AREA THAT COULD CAUSE HARM IF ENCOUNTERED OR DISTURBED. REPORT ANY NUISANCE, INJURED, OR DEAD WILDLIFE DISCOVERED AT PROJECT SITE IMMEDIATELY. DO NOT HARASS, COLLECT, POSSESS, HARM, OR DESTROY WILDLIFE OR THEIR HABITAT. DO NOT PROVIDE WATER OR FEED WILDLIFE. DO NOT LEAVE UNEATEN FOOD AT BUILDINGS AND IN THE FIELD, TO PREVENT ATTRACTING WILDLIFE.CONTACT DPW ENVIRONMENTAL DIVISION - FOR ASSISTANCE WITH WILDLIFE AT (575) 678-2225. 13. MIGRATORY BIRD NESTING SEASON IS BETWEEN 1 MARCH THROUGH 31 MIGRATORY BIRD NESTING SEASON IS BETWEEN 1 MARCH THROUGH 31 AUGUST. ANY GROUND DISTURBANCE OR WORK THAT HAS THE POTENTIAL TO REMOVE AN ACTIVE NEST NEEDS TO BE SURVEYED. AREA WILL BE SURVEYED FOR NESTING MIGRATORY BIRDS BY PEOPLE WHO HAVE BEEN DETERMINED TO BE QUALIFIED BY PW ENVIRONMENTAL WITHIN 24 HOURS PRIOR TO START OF WORK. FOR ANY ACTIVE NEST FOUND WITH EGGS OR NESTLINGS, THE AREA OF THE NEST WILL BE AVOIDED BY WORKERS UNTIL IAW DPW ENVIRONMENTAL GIVES INSTRUCTIONS. 14. IF CULTURAL ARTIFACTS OR HUMAN REMAINS ARE DISCOVERED ON OR IF CULTURAL ARTIFACTS OR HUMAN REMAINS ARE DISCOVERED ON OR BELOW THE SOIL SURFACE, STOP ALL ACTIVITIES AND CONTACT PWE AT 575-678-2225 IMMEDIATELY TO PROVIDE INFORMATION ON LOCATION. IF HUMAN REMAINS ARE DISCOVERED, ALL WORK SHALL STOP AND SHALL RESUME THIRTY (30) DAYS AFTER CONFIRMATION THAT PROPER NOTIFICATIONS HAVE BEEN MADE BY PW ENVIRONMENTAL. 15. ACCESS TO NEIGHBORING BUILDINGS AND PARKING LOTS SHALL BE ACCESS TO NEIGHBORING BUILDINGS AND PARKING LOTS SHALL BE KEPT OPEN AT ALL TIMES. ANY ACCESS CLOSURE MUST BE SCHEDULED AT LEAST 1 WEEK IN ADVANCE AND APPROVED BY THE COR. 16. EXISTING SITE FEATURES WHICH ARE DAMAGED OR DISPLACED BY THE EXISTING SITE FEATURES WHICH ARE DAMAGED OR DISPLACED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S OWN EXPENSE. THE WORK SHALL BE APPROVED BY THE COR PRIOR TO CONSTRUCTION OF THE REPAIRS. REPAIRS MUST BE ACCEPTED BY THE COR PRIOR TO FINAL PAYMENT. 17. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE APPLICABLE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE APPLICABLE ORDINANCES AND REGULATIONS FOR DUST CONTROL DURING ALL ACTIVITIES ASSOCIATED WITH THIS CONSTRUCTION. THE COST FOR REQUIRED CONSTRUCTION DUST CONTROL MEASURES SHALL BE INCIDENTAL TO THE PROJECT. 18. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO KEEP THE IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO KEEP THE JOB SITE FREE FROM TRASH ON A DAILY BASIS, AND ALL MATERIALS WILL BE NEATLY ORGANIZED. TRASH AND/OR NON-USED MATERIALS SHALL NOT BE BURIED ON SITE. 19. CONTRACTOR SHALL PARK EQUIPMENT AND VEHICLES SO AS NOT TO CONTRACTOR SHALL PARK EQUIPMENT AND VEHICLES SO AS NOT TO INTERFERE WITH NORMAL ACTIVITIES OF BUILDING OCCUPANTS ON SITE. 20. MAINTENANCE OF RECORD DRAWINGS: THE CONTRACTOR SHALL MAINTENANCE OF RECORD DRAWINGS: THE CONTRACTOR SHALL MAINTAIN AN UP-TO-DATE SET OF RECORD DRAWINGS FOR THE PROJECT. THESE PLANS SHALL BE UPDATED CONTINUOUSLY AND SHALL BE SUBJECT TO REVIEW BY THE COR FOR COMPLETENESS. CONTRACTOR SHALL SUBMIT ACCURATE, DETAILED AND COMPLETE "AS-BUILT" RECORD DRAWINGS OF THE FINAL CONSTRUCTION TO WSMR UPON COMPLETION OF THE WORK. RECORD DRAWINGS SHALL INCLUDE EXISTING SITE FEATURES NOT IDENTIFIED IN THE ORIGINAL DRAWINGS IF ENCOUNTERED. 21. WATER FOR CONSTRUCTION IS AVAILABLE FROM WSMR AT A WATER FOR CONSTRUCTION IS AVAILABLE FROM WSMR AT A DESIGNATED FIRE HYDRANT FILLING STATION LOCATED AT THE SMALL MISSILE RANGE (SMR), APPROXIMATELY 13 MILES FROM THE PROJECT LOCATION.. 22. ALL EXISTING GROUNDCOVER UNLESS CALLED OUT OTHERWISE ON ALL EXISTING GROUNDCOVER UNLESS CALLED OUT OTHERWISE ON PLANS SHALL BE RETURNED TO THE SURFACING AND GRADE EXISTING PRIOR TO CONSTRUCTION.

R O

U

TE

N

O R

TH

B

O U

N D

R O

U

TE

S

O U

TH

B

O U

N D

24'EXISTING 24' ASPHALT PAVEMENT

SECTION TO REMAIN AND BE

PROTECTED DURING CONSTRUCTION

EXISTING CONCRETE BOX

CULVERTS TYP OF 3

5'

6'

35'

35'

50'

50'

12.5'

12.5'

EXISTING 1' CONCRETE HEADWALL:

DELAMINATION FULL LENGTH OF

HEADWALL. SPALLING AND EXPOSED

REBAR IN SECTIONS.

EXISTING 8" CONCRETE WING WALL:

AREAS OF SIGNIFICANT SPALLING

AND EXPOSED REBAR.

EXISTING 8" THK CONCRETE APRON:

EDGE OF APRON EXPOSED APPROX. 21"

DUE TO EROSION

EXISTING 8" THK CONCRETE APRON

EXISTING 1' CONCRETE HEADWALL:

DELAMINATION FULL LENGTH OF

HEADWALL. SPALLING AND EXPOSED

REBAR IN SECTIONS.

EXISTING 8" CONCRETE WING WALL:

AREAS OF SPALLING AND

EXPOSED REBAR.

EXISTING 8" CONCRETE WING WALL:

AREAS OF SPALLING AND CRACKING.

SMALL SPALLS WITH EXPOSED REBAR

ON THE UPSTREAM END OF CELL WALLS

SMALL SPALLS WITH EXPOSED REBAR

ON THE DOWNSTREAM END OF CELL WALLS

EXISTING 8" CONCRETE WING WALL:

AREAS OF SPALLING AND CRACKING.

EROSION OF CHANNEL BANKS

AT BASE OF WING WALLS

EROSION OF CHANNEL BANKS

AT BASE OF WING WALLS

EROSION OF CHANNEL BANKS

AT BASE OF WING WALLS

EROSION OF CHANNEL BANKS

AT BASE OF WING WALLS

EXISTING HAZARD MARKER TO

BE REMOVED AND REPLACED

EXISTING HAZARD MARKER TO

BE REMOVED AND REPLACED

WHITE SANDS MISSILE RANGE, N.M.

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

03 12SHEET OF

C1 03

REVISIONS

REPAIR BRIDGE RR7B0003

J. SILVA J. SILVA

XX

O. SAENZ

J. NUNEZ

R. LOPEZ

March 26, 2026 NTS

RR7 B0003 EXISTING CONDITIONS

01 EXISTING CONDITIONS

1"=10"

10 5 0 10

1"=10'

ISSUED FOR

50'

R O

U

TE

N

O R

TH

B

O U

N D

R O

U

TE

S

O U

TH

B

O U

N D

50'

15' 3'

35'

11'

TRANSITION

11'

TRANSITION

25'

GUARDRAIL

CONNECTION

25'

GUARDRAIL

CONNECTION

47'

END

TREATMENT

47'

END

TREATMENT

35'

11'

TRANSITION

11'

TRANSITION

25'

GUARDRAIL

CONNECTION

25'

GUARDRAIL

CONNECTION

47'

END

TREATMENT

47'

END

TREATMENT

3'

3'

18'

19'

10'

10'

10'

10'

WHITE SANDS MISSILE RANGE, N.M.

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

04 12SHEET OF

C2 04

REVISIONS

REPAIR BRIDGE RR7B0003

J. SILVA J. SILVA

XX

O. SAENZ

J. NUNEZ

R. LOPEZ

March 26, 2026 NTS

RR7 B0003 IMPROVEMENTS PLAN

01 IMPROVEMENTS PLAN

1"=10"

10 5 0 10

1"=10'

CONSTRUCTION KEYNOTES

1. REPAIR EXISTING CONCRETE HEADWALL WITH DELAMINATION AND

SPALLING PER DETAIL 04 SHEET 05.

2. REPAIR ENDS OF EXISTING CONCRETE CELL WALLS PER DETAIL 04

SHEET 05.

3. AREAS OF SPALLING AND CRACKING ON EXISTING CONCRETE

WINGWALL TO BE REPAIRED PER DETAIL 04 SHEET 05.

4. AREAS OF EROSION AROUND ENTIRETY OF CONCRETE DRAINAGE

STRUCTURE TO BE CLEANED OF DEBRIS, BACKFILLED AND

COMPACTED TO 95% ASTM D-1557. AREAS INCLUDE CHANNEL

BANKS, AREA FROM EDGE OF PAVEMENT TO

HEADWALLS/WINGWALLS, BASE OF WINGWALLS, AND OUTLET TO

DESIRED GRADE. INSTALL NMDOT CLASS A WIRE ENCLOSED RIP

RAP. SEE DETAIL 01 SHEET 06.

5. INSTALL NEW 1-FOOT WIDE CONCRETE CUTOFF WALL ALONG EDGE

OF EXISTING CONCRETE CULVERT APRON. SEE DETAIL 02 SHEET

05.

6. INSTALL NMDOT CLASS A WIRE ENCLOSED RIP RAP. SEE DETAIL 01

SHEET 05.

7. INSTALL 35-LF OF TYPE 42 CONCRETE BARRIER WALL PER DETAIL

"CWB OVER CULVERT WITHOUT BENCH 1'-9" TO 3'-0" FILL", "CASE 1:

CWB STARTS AT CBC" ON SHEET 07 AND IN ACCORDANCE WITH

NMDOT STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE

CONSTRUCTION SECTION 606.

8. INSTALL 11' TYPE 42 CONCRETE BARRIER WALL TRANSITION PER

DETAILS ON SHEET 08.

9. PAVE AREA BETWEEN EXISTING EDGE OF PAVEMENT AND NEW

CONCRETE BARRIER WALL, APPROXIMATELY 3-FEET WIDE, PER

DETAIL 06 SHEET 05.

10. INSTALL NEW METAL GUARDRAIL CONNECTION PER DETAIL ON

SHEET 12 TO INCLUDE THRIE BEAM, END SHOE, AND TRANSITION

TO STANDARD SINGLE FACE W-BEAM GUARDRAIL. IN ACCORDANCE

WITH NMDOT STANDARD SPECIFICATIONS FOR HIGHWAY AND

BRIDGE CONSTRUCTION SECTION 606.

11. INSTALL NEW METAL GUARDRAIL END TREATMENT SYSTEM AND

TL-3 END TERMINAL PER SHEETS 11. IN ACCORDANCE WITH NMDOT

STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE

CONSTRUCTION SECTION 606

12. INSTALL OM-3R OBJECT MARKER, TYPICAL OF 2. SEE DETAIL ON

SHEET 12.

13. INSTALL OM-3L OBJECT MARKER, TYPICAL OF 2. SEE DETAIL ON

SHEET 12.

14. INSTALL NEW MILITARY LOAD CLASSIFICATION BRIDGE SIGN,

TYPICAL OF 2. SEE DETAIL 03 ON SHEET 05.

ISSUED FOR

WHITE SANDS MISSILE RANGE, N.M.

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

05 12SHEET OF

C3 05

REVISIONS

REPAIR BRIDGE RR7B0003

J. SILVA J. SILVA

XX

O. SAENZ

J. NUNEZ

R. LOPEZ

March 26, 2026 NTS

CONSTRUCTION DETAILS

05 TYPICAL MLC SIGN INSTALLATION DETAIL

NTS

7'

MI

N

IF

SI

DE

W

AL

K

PR

ES

EN

T 5'

MI

N

OT

HE

RW

IS

E

6' MIN

" M

IN

BREAKAWAY SYSTEM

1.75"X1.75" SQ.

TUBING, 12 GA.

NOTE:

1. SEE MANUFACTURERS INSTRUCTIONS FOR SPECIFIC ASSEMBLY INFORMATION (POST TO BASE POST OVERLAP), INCLUDING

TYPES OF BOLTS, WASHERS, NUTS, AND OTHER PARTS REQUIRED FOR PRODUCT USE.

2. TOP EDGE OF POSTS SHALL NOT EXTEND PAST TOP EDGE OF SIGN.

3. ALL SIGNS MOUNTED WITHIN THE CLEAR ZONE SHALL BE MOUNTED ON A NCHRP REPORT 350 APPROVED SIGN POST/BASE

POST BREAKAWAY SYSTEM UNLESS INSTALLATION IS LOCATED BEHIND A NON-GATING LONGITUDINAL BARRIER.

4. FOR INSTALLATIONS ON WEAK (SOFT) SOIL. SOIL PLATES SHALL BE USED AS RECOMMENDED BY THE MANUFACTURER. SOIL

PLATES SHALL BE INCIDENTAL TO THE SIGN INSTALLATION.

5. BASE POSTS SHALL NOT EXTEND MORE THAN 4" ABOVE GROUND LEVEL AND SHALL BE OF THE SAME WEIGHT/GAUGE AND

TYPE AS THE SIGN POST.

6. SIGN PANELS PLACED PARALLEL TO TRAFFIC SHALL BE MOUNTED ON A MULTI-DIRECTIONAL BREAKAWAY SYSTEM.

0.4

5"

0.3

YELLOW BACKGROUND

CENTER NUMBERS HORIZONTALLY

1'- 8"

0.375"

1"

1.3

"0.3

NOTES:

1. WEIGHT VALUES HAVE BEEN SET BY A LICENSED

BRIDGE ENGINEER FOR WSMR AND SHALL NOT

DEVIATE FROM THE VALUES SHOWN.

2. SIGN SHALL BE CONSTRUCTED IN ACCORDANCE

WITH UFGS 10 14 53 TRAFFIC SIGNAGE.

3. SIGN DESIGN SHALL BE IN ACCORDANCE WITH

MUTCD LATEST EDITION AND SDDCTEA PAMPHLET

55-17, SECTION 7.2.14.

.18

2" 2.7 5"

3.7 5"

2.8125"

4.50" 1.1875"

3" FHWA SERIES C FONT

4"

BOLT PER

MANUFACTURERS

INSTRUCTIONS

8" M

IN

IF NO REINFORCEMENT

VISIBLE REPAIR PER NMDOT

SSH&BC SECTION 533

EXISTING REINFORCEMENT

BARS TO REMAIN, DO NOT

DISTURB, TYP.

IF REINFORCEMENT STEEL IS VISIBLE AND

BOND BETWEEN BAR AND CONCRETE IS

BROKEN, CHIP 3 4" INTO ADJACENT

CONCRETE AROUND ENTIRE BAR.

SAWCUT NEAT LINE

AT EDGE OF PATCH

AREA, TYP.

EXISTING CONCRETE

STRUCTURE

EXISTING CONCRETE

STRUCTURE

REMOVE AND

REPLACE CONCRETE

AS NECESSARY

SAWCUT NEAT LINE AT

EDGE OF PATCH AREA, TYP.

3 4" CHAMFER (TYP,)

VA

RI

ES

MATCH EXISTING

EXISTING TRANSVERSE BAR

TO REMAIN, DO NOT DISTURB

REPLACE EXISTING LONGITUDINAL

BAR IF REQUIRED

NOTE:

1. WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE NEW MEXICO DEPARTMENT OF TRANSPORTATIONS

STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION (NMDOT SSH&BC), LATEST EDITION.

2. PREPARATION AND REPLACEMENT OF EXPOSED REINFORCEMENT BARS AND UNSOUND CONCRETE SHALL

CONFORM TO NMDOT SSH&BC SECTION 533-CONCRETE STRUCTURE REPAIR.

3. NEW STEEL REINFOREMENT , IF REQUIRED, SHALL CONFORM TO SECTION 533-CONCRETE STRUCTURE REPAIR.

4. AREAS OF SPALLING AND DELAMINATED CONCRETE SHALL BE MARKED IN THE FIELD BY THE CONTRACTOR

AND APPROVED BY THE COR.

SURFACE PATCHING DETAIL

EDGE PATCHING DETAIL

04 CONCRETE REPAIR DETAILS

NTS

02 CONCRETE CUTOFF WALL DETAIL

NTS

8" 3'-

6"

12"

#4 @ 12" HORIZ.

#4 BARS @ 12"

#4 BARS @ 12"

EXISTING CONCRETE APRON

3 4" CHAMFER

8"

R1 2"

12"

3 4"

3 4" DIA X 8" GALVANIZED

HOOK BOLT @ 1' O.C.

SEE DETAIL THIS SHEET

NON-WOVEN

GEOTEXTILE

FABRIC

WIRE ENCLOSED

RIPRAP. SEE SHEET 06

01 CULVERT EROSION CONTROL PAD

NTS

EXISTING CBC

EXISTING HEADWALL

1'- 6"

15'-0" 3'-0"

EXISTING CONCRETE APRON

STEEL STAKES 5' LONG @ 8' CENTERS,

STAGGERED

NOTE:

1. ALL RIPRAP SHALL BE NMDOT CLASS A.

2. NMDOT SERIAL 602-02-1/1 MAY BE REFERENCED FOR DESCRIPTIONS OF WIRE MESH.

3. STEEL STAKES SHALL BE 4"X4"X3 8" STEEL ANGLES. STEEL STAKES SHALL PROJECT 6" ABOVE TOP OF RIPRAP.

NEW CONCRETE CUTOFF WALL. SEE DETAIL THIS SHEET

18" TYPE A RIP-RAP (6" MIN) PER

NMDOT STD SPEC SEC 602 PLACED

OVER NON-WOVEN FILTER FABRIC

SEE SHEET 06

COMPACT SUBGRADE

TO A MINIMUM OF

95% MAX DENSITY

03 NMDOT WIRE MESH ANCHOR

NTS

06 PAVEMENT PATCH DETAIL

NTS

EXISTING ASPHALT

SURFACING

SAWCUT AND APPLY TACK

COAT AT SURFACING SEAM

PER NMDOT SPEC SECTION 407

6" AGGREGATE BASE

COURSE, NMDOT TYPE I OR

TYPE II COMPACTED TO 95%

OF ASTM-D 1557

8" SUBGRADE PREP

95% OF ASTM D-1557

PRIME COAT PER

NMDOT SPEC

SECTION 408

2" NMDOT SP-IV HOT MIX ASPHALT

PAVING (1-LIFT) PER NMDOT STD

SPEC SECTION 423

SEE PLAN

ISSUED FOR

CONSTRUCTIO

N

NOTE:

· CLASS A OR F CONCRETE. 3000 PSI AS PER NMDOT SPECIFICATIONS SECTION 609

· 6" MINIMUM SUBGRADE PREPARATION @ 95% MAXIMUM DENSITY PER ASTM

D-1557. PROVIDE BEDDING MATERIAL BETWEEN CURB & GUTTER AND SUBGRADE

PREPARATION AS PER NMDOT SECTION 609. SUBGRADE PREPARATION AND

BEDDING MATERIAL ARE INCIDENTAL TO CURB & GUTTER PLACEMENT.

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

06 12SHEET OF

C4 06

REVISIONS

REPAIR BRIDGE RR7B0003

J. SILVA J. SILVA

XX

O. SAENZ

J. NUNEZ

R. LOPEZ

March 26, 2026 NTS

CONSTRUCTION DETAILS 2 - RIP RAP

ISSUED FOR

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

07 12SHEET OF

C5 07

REVISIONS

REPAIR BRIDGE RR7B0003

J. SILVA J. SILVA

XX

O. SAENZ

J. NUNEZ

R. LOPEZ

March 26, 2026 NTS

CONSTRUCTION DETAILS 3 - CWB

ISSUED FOR

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

08 12SHEET OF

C6 08

REVISIONS

REPAIR BRIDGE RR7B0003

J. SILVA J. SILVA

XX

O. SAENZ

J. NUNEZ

R. LOPEZ

March 26, 2026 NTS

CONSTRUCTION DETAILS 4 - CWB

ISSUED FOR

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

09 12SHEET OF

C7 09

REVISIONS

REPAIR BRIDGE RR7B0003

J. SILVA J. SILVA

XX

O. SAENZ

J. NUNEZ

R. LOPEZ

March 26, 2026 NTS

CONSTRUCTION DETAILS 5 - CWB

ISSUED FOR

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

10 12SHEET OF

C8 10

REVISIONS

REPAIR BRIDGE RR7B0003

J. SILVA J. SILVA

XX

O. SAENZ

J. NUNEZ

R. LOPEZ

March 26, 2026 NTS

CONSTRUCTION DETAILS 6 - GUARDRAIL

ISSUED FOR

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

11 12SHEET OF

C9 11

REVISIONS

REPAIR BRIDGE RR7B0003

J. SILVA J. SILVA

C9

O. SAENZ

J. NUNEZ

R. LOPEZ

March 26, 2026 NTS

CONSTRUCTION DETAILS 7 - GUARDRAIL

ISSUED FOR

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

12 12SHEET OF

C10 12

REVISIONS

REPAIR BRIDGE RR7B0003

J. SILVA J. SILVA

XX

O. SAENZ

J. NUNEZ

R. LOPEZ

March 26, 2026 NTS

CONSTRUCTION DETAILS 8 - GUARDRAIL

ISSUED FOR