DPW066975P-DYER STREET SIDEWALK INSTALLATION_FINAL (1).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 DYER ST SIDEWALK PLAN STA. 0+00 TO STA. 12+60

DYER STREET SIDEWALK

INSTALLATION

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 05SHEET OF

G1 01

REVISIONS

DYER STREET SIDEWALK INSTALLATION

J. SILVA J. SILVA

XX

D. GARCIA

J. NUNEZ

R, LOPEZ

March 24, 2026 NTS

COVER SHEET

PROJECT LOCATION

NIKE AVE (P RT 2)

PROJECT LOCATION

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VICINITY MAP

DPW066975P

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MARTIN LUTHER KING BLVD

04 DYER ST SIDEWALK PLAN STA. 12+60 TO EOP

05 CONSTRUCTION DETAILS

ISSUED FOR

CONSTRUCTIO

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STAGING

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WATER VALVE

SIGNAGE

SANITARY SEWER MANHOLE

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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

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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

DYER STREET SIDEWALK INSTALLATION

J. SILVA J. SILVA

XX

D. GARCIA

J. NUNEZ

R. LOPEZ

March 24, 2026 NTS

GENERAL NOTES AND SITE MAP

GENERAL CONSTRUCTION NOTES

SITE MAP

ISSUED FOR

CONSTRUCTIO

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OVERHEAD GUY

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OVERHEAD GUY

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OVERHEAD GUY

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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 DPW 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 PW 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 DESIGNATED WATER FOR CONSTRUCTION IS AVAILABLE FROM WSMR AT DESIGNATED FILLING STATIONS. 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. 23. INCIDENTAL ITEMS RELATED TO SIDEWALK INSTALLATION INCLUDE (BUT INCIDENTAL ITEMS RELATED TO SIDEWALK INSTALLATION INCLUDE (BUT IS NOT LIMITED TO): ADJUSTING GRADE TO BACK OF SIDEWALK, REMOVAL AND REPLACEMENT OF EXISTING GRAVEL SURFACING.

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INSTALL 5' WIDE X 4" THK

CONCRETE SIDEWALK

INSTALL ADA RAMP TIE TO

EXISTING CURB & GUTTER

EXISTING STOP SIGN

TO REMAIN

EXISTING CONCRETE HEADWALL

5'

5'

EXISTING SIGNPOST TO BE

REMOVED AND DISPOSED

EXISTING SPEED LIMIT SIGN TO

BE REMOVED AND RELOCATED

AS NECESSARY FOR CONSTRUCTION

EXISTING OBJECT MARKER SIGNS TO

BE REMOVED AND RELOCATED

AS NECESSARY FOR CONSTRUCTION

STA 0+41, 14.3' LT

BEGIN TYPE A CURB & GUTTER

SEE DETAIL 03 SHEET 05

STA 0+47, 16.4' LT

INSTALL TYPE C ADA RAMP

SEE DETAIL 08 SHEET 05 STA 1+10, 16.4' LT

INSTALL TYPE C ADA RAMP

SEE DETAIL 08 SHEET 05

STA 0+62, 21.5' LT

TIE TO EXISTING CURB & GUTTER

STA 1+16, 14.3' LT

BEGIN TYPE A CURB & GUTTER

AND SIDEWALK

SEE DETAIL 03 SHEET 05

STA 5+83, 10.2' LT

END TYPE A CURB & GUTTER

AND TIE TO EXISTING CURB AND GUTTER

STA 5+83, 12.2' LT

CONTINUE 5' WIDE SIDEWALK

TIE TO EXISTING BACK OF CURB

SEE DETAIL 02 SHEET 05.

5'

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EXISTING SIGNPOST TO BE

REMOVED AND DISPOSED

5' 5'

STA 6+64, 11.5' LT

INSTALL TYPE C ADA RAMP. TIE

TO EXISTING CURB & GUTTER

SEE DETAIL 08 SHEET 05

STA 7+37, 12.6' LT

INSTALL TYPE C ADA RAMP. TIE

TO EXISTING CURB & GUTTER

SEE DETAIL 08 SHEET 05

STA 7+43, 12.5' LT

BEGIN 5' WIDE SIDEWALK

TIE TO EXISTING BACK OF CURB

SEE DETAIL 02 SHEET 05.

STA 6+58, 11.5' LT

TIE NEW 5' WIDE SIDEWALK

TIE TO EXISTING BACK OF CURB

AND NEW ADA RAMP

STA 8+57, 12.0' LT

TIE NEW 5' WIDE SIDEWALK

TIE TO EXISTING BACK OF CURB

AND NEW ADA RAMP

STA 8+63, 12.0' LT

INSTALL TYPE C ADA RAMP. TIE

TO EXISTING CURB & GUTTER

SEE DETAIL 08 SHEET 05

STA 9+43, 12.2' LT

INSTALL TYPE C ADA RAMP

SEE DETAIL 08 SHEET 05

STA 9+49, 10.2' LT

BEGIN TYPE A CURB & GUTTER

AND SIDEWALK

SEE DETAIL 03 SHEET 05

STA 11+16, 13.0' LT

INSTALL TYPE C ADA RAMP

SEE DETAIL 08 SHEET 05

STA 11+97, 13.3' LT

INSTALL TYPE C ADA RAMP

SEE DETAIL 08 SHEET 05

STA 11+10, 10.9' LT

END TYPE A CURB & GUTTER

AND SIDEWALK

SEE DETAIL 03 SHEET 05

STA 11+36, 18.1' LT

TIE TO EXISTING CURB & GUTTER

STA 9+23, 17.1' LT

TIE TO EXISTING CURB & GUTTER

STA 11+78, 18.4' LT

TIE TO EXISTING CURB & GUTTER STA 12+03, 11.3' LT

BEGIN TYPE A CURB & GUTTER

AND SIDEWALK

SEE DETAIL 03 SHEET 05

N0° 09' 47"E

1"=20'

20 10 0 20

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 05SHEET OF

C1 03

REVISIONS

DYER STREET SIDEWALK INSTALLATION

J. SILVA J. SILVA

XX

D. GARCIA

J. NUNEZ

R. LOPEZ

March 24, 2026 NTS

01 DYER ST. SIDEWALK STA. 0+00 TO STA. 6+40

1"=20'

02 DYER ST. SIDEWALK STA. 6+40 TO STA. 12+60

1"=20'

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GENERAL CONSTRUCTION NOTES

1. ALIGNMENT AND STATIONING IS SHOWN FOR GENERAL LOCATION AND ILLUSTRATION PURPOSES ONLY. ALIGNMENT IS

BASED ON CENTERLINE OF ROADWAY.

2. ALL NEW CURB AND GUTTER SHALL BE INSTALLED AS TO ALIGN WITH AND TIE TO EXISTING CURB AND GUTTER.

3. PATCHING OF EXISTING ASPHALT ROADWAY FOR THE INSTALLATION OF NEW CURB AND GUTTER AND/OR ADA RAMPS

SHALL BE CONSIDERED INCIDENTAL TO PROJECT WHERE NECESSARY. PATCHES SHALL MATCH EXISTING ROADWAY

THICKNESS AND BE NO LESS THAN 1' IN WIDTH.

4. EXISTING FLOWLINES OF THE ROADWAY SHALL NOT BE ALTERED WITH THIS PROJECT. NEW CURB AND GUTTER MUST BE REPLACED BACK TO EXISTING FLOWLINE OR INSTALLED TO MEET EXISTING PAVEMENT ELEVATION.

5. IN AREAS WHERE EXISTING CURB AND GUTTER IS NOT PRESENT; ASPHALT PAVING SHALL BE SAWCUT PRIOR TO NEW CONCRETE CURB AND GUTTER INSTALLATIONS AND SHALL BE CONSIDERED INCIDENTAL TO THE CURB AND GUTTER

INSTALLATION.

6. EXISTING SIGNAGE AND POSTS TO BE REMOVED AND RELOCATED AS NECESSARY FOR CONSTRUCTION SHALL BE REPLACED TO EXISTING CONDITIONS OR BETTER IN ACCORDANCE WITH THE CURRENT EDITION OF THE MUTCD. NEW

POSTS AND/OR HARDWARE SHALL BE CONSIDERED INCIDENTAL TO RELOCATION AS NECESSARY.

ISSUED FOR

CONSTRUCTIO

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END TYPE A CURB & GUTTER

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SEE DETAIL 03 SHEET 05

3'

EXISTING SIGN TO BE REMOVED

AND RELOCATED AS NECESSARY

FOR CONSTRUCTION

35' 5'3'5'

BEGIN TYPE A CURB & GUTTER

STA 15+31, 12.5' LT

INSTALL MODIFIED TYPE C ADA

RAMP. SEE DETAIL 08 SHEET 05

STA 17+27, 12.0' LT

INSTALL TYPE C ADA RAMP. TIE

TO EXISTING CURB & GUTTER

SEE DETAIL 08 SHEET 05

STA 17+17, 12.0' LT

TIE NEW 5' WIDE SIDEWALK

TO NEW TRENCH DRAIN

STA 17+19, 11.5' LT

INSTALL 3' WIDE TRENCH DRAIN

SEE DETAIL 05 SHEET 05

STA 15+66, 12.4' LT

INSTALL MODIFIED TYPE C ADA

RAMP. TIE TO EXISTING CURB & CUTTER.

SEE DETAIL 08 SHEET 05

STA 15+72, 12.4' LT

BEGIN 5' WIDE SIDEWALK

TIE TO EXISTING BACK OF CURB

SEE DETAIL 02 SHEET 05.

STA 15+31, 10.5' LT

BEGIN 5' WIDE DRIVEWAY SIDEWALK

AND DRIVED PAD CURB.

SEE DETAIL 06 SHEET 05

STA 15+66, 10.4' LT

END 5' WIDE DRIVEWAY SIDEWALK

AND DRIVED PAD CURB.

SEE DETAIL 06 SHEET 05

STA 18+00, 12.5' LT

INSTALL TYPE C ADA RAMP. TIE

TO EXISTING CURB & GUTTER

SEE DETAIL 08 SHEET 05

STA 18+06, 12.4' LT

BEGIN 5' WIDE SIDEWALK

TIE TO EXISTING BACK OF CURB

SEE DETAIL 02 SHEET 05.

STA 15+11, 12.0' LT

INSTALL 3' WIDE TRENCH DRAIN

SEE DETAIL 05 SHEET 05

N0° 09' 47"E 864.08'

EXISTING SPEED LIMIT SIGN TO

BE REMOVED AND RELOCATED

AS NECESSARY FOR CONSTRUCTION

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EXISTING SPEED LIMIT SIGN TO

BE REMOVED AND RELOCATED

AS NECESSARY FOR CONSTRUCTION

TIE TO EXISTING

CONCRETE SIDEWALK

ADJUST EXISTING VALVE COLLAR

AND LID TO TOP OF SIDEWALK

ELEVATION AS NECESSARY

TIE TO EXISTING BACK OF CURB

STA 20+60, 11.7' LT

INSTALL TYPE C ADA RAMP. TIE

TO EXISTING CURB & GUTTER

SEE DETAIL 08 SHEET 05

STA 20+66, 11.7' LT

BEGIN 5' WIDE SIDEWALK

TIE TO EXISTING BACK OF CURB

SEE DETAIL 02 SHEET 05.

STA 23+09, 10.9' LT

INSTALL 2.5' WIDE TRENCH DRAIN.

TIE TO EXISTING CONCRETE RUNDOWN.

SEE DETAIL 05 SHEET 05

STA 24+44, 11.5' LT

INSTALL 3.5' WIDE TRENCH DRAIN.

TIE TO EXISTING CONCRETE RUNDOWN.

SEE DETAIL 05 SHEET 05

STA 24+42, 12.0' LT

TIE NEW 5' WIDE SIDEWALK AND

TYPE A CURB & GUTTER

TO NEW TRENCH DRAIN

STA 21+82, 11.9' LT

TIE NEW 5' WIDE SIDEWALK

TIE TO EXISTING BACK OF CURB

AND NEW ADA RAMP

STA 21+88, 11.9' LT

INSTALL TYPE C ADA RAMP. TIE

TO EXISTING CURB & GUTTER

SEE DETAIL 08 SHEET 05

STA 22+61, 11.1' LT

INSTALL TYPE C ADA RAMP

SEE DETAIL 08 SHEET 05

STA 22+67, 9.2' LT

BEGIN TYPE A CURB & GUTTER

AND SIDEWALK

SEE DETAIL 03 SHEET 05

STA 22+43, 16.6' LT

TIE TO EXISTING CURB & GUTTER

STA 19+81, 11.8' LT

TIE NEW 5' WIDE SIDEWALK

TIE TO EXISTING BACK OF CURB

AND NEW ADA RAMP

STA 19+87, 11.8' LT

INSTALL TYPE C ADA RAMP. TIE

TO EXISTING CURB & GUTTER

SEE DETAIL 08 SHEET 05

N0° 06' 07"E 458.49'

N0° 08' 19"E 260.62'

N0° 00' 00"E

44.91'STA 24+66, 21.1' LT

INSTALL TYPE D ADA RAMP

SEE DETAIL 08 SHEET 05

1"=20'

20 10 0 20

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 05SHEET OF

C2 04

REVISIONS

DYER STREET SIDEWALK INSTALLATION

J. SILVA J. SILVA

XX

D. GARCIA

J. NUNEZ

R. LOPEZ

March 24, 2026 NTS

01 DYER ST. SIDEWALK STA. 12+60 TO STA. 18+80

1"=20'

02 DYER ST. SIDEWALK STA. 18+80 TO EOP

1"=20'

MA

TC

H

LIN

E

ST

A.

+8

SE

E

BE

LO

W

MA

TC

H

LIN

E

ST

A.

+8

SE

E

AB

OV

E

MA

TC

H

LIN

E

ST

A.

+6

SE

E

SH

EE

T 0

DYER ST SIDEWALK PLAN

STA. 12+60 TO EOP

GENERAL CONSTRUCTION NOTES

1"=20'

20 10 0 20

1. ALIGNMENT AND STATIONING IS SHOWN FOR GENERAL LOCATION AND ILLUSTRATION PURPOSES ONLY. ALIGNMENT IS

BASED ON CENTERLINE OF ROADWAY.

2. ALL NEW CURB AND GUTTER SHALL BE INSTALLED AS TO ALIGN WITH AND TIE TO EXISTING CURB AND GUTTER.

3. PATCHING OF EXISTING ASPHALT ROADWAY FOR THE INSTALLATION OF NEW CURB AND GUTTER AND/OR ADA RAMPS

SHALL BE CONSIDERED INCIDENTAL TO PROJECT WHERE NECESSARY. PATCHES SHALL MATCH EXISTING ROADWAY

THICKNESS AND BE NO LESS THAN 1' IN WIDTH.

4. EXISTING FLOWLINES OF THE ROADWAY SHALL NOT BE ALTERED WITH THIS PROJECT. NEW CURB AND GUTTER MUST BE REPLACED BACK TO EXISTING FLOWLINE OR INSTALLED TO MEET EXISTING PAVEMENT ELEVATION.

5. IN AREAS WHERE EXISTING CURB AND GUTTER IS NOT PRESENT; ASPHALT PAVING SHALL BE SAWCUT PRIOR TO NEW CONCRETE CURB AND GUTTER INSTALLATIONS AND SHALL BE CONSIDERED INCIDENTAL TO THE CURB AND GUTTER

INSTALLATION.

6. EXISTING SIGNAGE AND POSTS TO BE REMOVED AND RELOCATED AS NECESSARY FOR CONSTRUCTION SHALL BE REPLACED TO EXISTING CONDITIONS OR BETTER IN ACCORDANCE WITH THE CURRENT EDITION OF THE MUTCD. NEW

POSTS AND/OR HARDWARE SHALL BE CONSIDERED INCIDENTAL TO RELOCATION AS NECESSARY.

ISSUED FOR

CONSTRUCTIO

N

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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 05SHEET OF

C3 05

REVISIONS

DYER STREET SIDEWALK INSTALLATION

J. SILVA J. SILVA

XX

D. GARCIA

J. NUNEZ

R. LOPEZ

March 24, 2026 NTS

CONSTRUCTION DETAILS

ISSUED FOR

CONSTRUCTIO

N

03 STANDARD CURB & GUTTER

NTS

6 1 /2"6"

6"

1'- 0"

6" 2" 1'-4"

2"R 2"R

SLOPE TO FIT

ROADWAY SECTION

3000 PSI CONCRETE TYP.

2'-0"

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.

01 DYER ST TYPICAL SECTION

NTS

10'-0" DRIVING LANE10'-0" DRIVING LANE 2'-0"

24'-0"±

VARIES

2'-0"

NEW TYPE A

MODIFIED CURB

AND GUTTER EXISTING PAVING

SECTION EXISTING CURB AND GUTTER

VARIES

SLOPE

VARIES

CURB & GUTTER

SEE DETAIL THIS SHEET

EXISTING ASPHALT

SURFACING

4" THK. CONCRETE SIDEWALK

3000 PSI @ 28 DAYS

8" SUBGRADE PREP.,

COMPACTED TO 95% OF ASTM D-1557 (TYP.)

12" EXPANSION JOINT

5'-0"

2% SLOPE (MAX)

02 TYPICAL SIDEWALK WITH C&G DETAIL

NTS

4:1 MAX

4:1 MAX

NOTES:

1. SEE DETAIL THIS SHEET FOR JOINTING.

2. CAST-IN-PLACE CONCRETE PAVING, LIGHT BROOM FINISH PERPENDICULAR TO TRAFFIC FLOW WITH 12"

RADIUS ON EXPOSED EDGES.

3. FINISH GRADE FOR LANDSCAPE AREAS SHALL BE 12" BELOW TOP OF PAVING.

14" WIDE X 1" DEEP TOOLED

CONCRETE JOINT WITH 14"

RADIUS ON EDGES

CONCRETE JOINT

EXPANSION JOINT

SEE SPECIFICATION FOR EXPANSION

MATERIAL, 14" RADIUS TYP. ON

EXPOSED EDGES

EXPANSION JOINTS

CONTROL JOINTS

CONTROL AND EXPANSION JOINT SPACING - UNLESS NOTED OTHERWISE ON PLANS

5' OC

15' OC16' OC

4' OC

12' OC

4' OC

18' OC

6' OC

C&G, ROLL, HEADER,

FLUSH CURBS

4'

WALK

5'

WALK

6'-12'

WALK

APPROX WIDTH

OF CONCRETE

04 CONCRETE JOINTS & JOINT SPACING

NTS

3 8" X 3 8" STEEL CONT. WELD

TO ANGLE

3 8" THK. STEEL DIAMOND

PLATE W/ FLAT HEAD EXP.

ANCHOR TO CONCRETE @

EACH CORNER

1 12" X 1 12" X 18" ANGLE CONTINUOUS

W/ #3X4" L ANCHOR @ 2'-O" O.C.

4" 4"VARIES SEE PLAN

4" 2"

4"

CONCRETE SIDEWALK

SEE DETAIL THIS SHEET

05 TRENCH DRAIN DETAIL

NTS

EXISTING ASPHALT

SURFACING

12:1 MAX

8:1 MAX

DRIVEPAD CURB

6" THK. CONCRETE SIDEWALK

3000 PSI @ 28 DAYS

5'-0"

2% SLOPE (MAX)

06 SIDEWALK AT DRIVEWAY DETAIL

NTS

6" 1/2

6"8" 2"

2'-0"

16"8"

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.

07 DRIVEPAD CURB

NTS

NOTES:

1. SEE DETAIL THIS SHEET FOR JOINTING.

2. CAST-IN-PLACE CONCRETE PAVING, LIGHT BROOM FINISH PERPENDICULAR TO TRAFFIC FLOW WITH 12"

RADIUS ON EXPOSED EDGES.

8" SUBGRADE PREP.,

COMPACTED TO 95% OF ASTM D-1557 (TYP.)

12" EXPANSION JOINT

NOTE:

· MATCH DRAIN WIDTH TO RUNDOWN WIDTH WHERE APPLICABLE

A

50:1

6"

C

6"

B

6"SIDEWALK VARIES2'

DETECTABLE WARNING SURFACE

FULL LENGTH OF LANDING X 2'W

12" EXPANSION JOINT

LAYDOWN CURB

HEADER CURB

ASPHALT

SURFACING

2'

4" THK

SIDEWALK

4" THK

SIDEWALK

4" THK

SIDEWALK

LAYDOWN CURB

ASPHALT

SURFACING

HEADER CURB

DETECTABLE WARNING SURFACE

FULL LENGTH OF LANDING X 2'W

12" EXPANSION JOINT

HEADER CURB

DETECTABLE WARNING SURFACE

FULL LENGTH OF LANDING X 2'W

5'

MIN

6"

TH

K

RA

MP

15:1 MIN12:1 MAX

15:1 MIN12:1 MAX

15:1 MIN

12:1 MAX

12" EXPANSION JOINT

15:1 MIN

12:1 MAX

50:

A C

VARIES

SEE PLA

N

50:1

6"

DETECTABLE WARNING SURFACE

FULL LENGTH OF LANDING X 2'W

TYPE "C" ADA RAMP

PARKWAY

SID

EWALK

A

B

6"

B

50:

15:1 MIN

12:1 MAX

50:1

15:1 MIN

12:1 MAX

15:1 MIN

12:1 MAX

:1

5' MIN

VARIES

VARIES

DETECTABLE WARNING SURFACE

FULL LENGTH OF LANDING X 2'W

TYPE "D" ADA RAMP

15:1 MIN

12:1 MAX

50:1

VARIES

SEE PLAN

DETECTABLE WARNING SURFACE

FULL LENGTH OF LANDING X 2'W

50:1

MODIFIED TYPE "C" ADA RAMP

6"

VA

RI

ES

6"

R=2"

12" RADIUS

NOTE:

HEADER CURB TO BE POURED

MONOLITHIC W/ RAMP

6" HEADER CURB

08 ADA RAMP DETAILS

NTS

WIDTH VARIES. SEE SITE PLAN

DOMES @ 1.670" O/C

1"

2'- 0"

DO

ME

S

1.

" O /C

1"1.2 6"

1.2 6"

09 DETECTABLE WARNING SURFACE

NTS

NOTE:

1. BASIS OF DESIGN: ADA SOLUTIONS INC.

2. COLOR: CLAY RED

3. INSTALL PER MANUFACTURER'S DETAILS AND SPECIFICATIONS

NEW CONCRETE

SIDEWALK

6" THK CONCRETE RAMP

NEW DRIVEWAY SIDEWALK

SEE DETAIL THIS SHEET

NOTE:

12" PREFORMED EXPANSION JOINTS WILL BE REQUIRED AT PC, PT, AND AT THE TIE-INS TO EXISTING SIDEWALK.