DPW048831P_Plans and Drawings FY21 Roadway Markings Guardrail W911SG21B0011.pdf

FY21 ROADWAY MARKINGS AND GUARDRAIL

CONCURRENCES

Note: Signatures affixed on this sheet indicate official recommendation and approval of all the drawings in this set as indexed on this sheet

Safety

Security

Department

Environmental

Force Protection

Management

Maintenance

Customer 1

Customer 2

DPW

Information

Anti-Terrorism

Fire

Physical

Garrison

Operations &

W

H

I

T

E

S

A

N

D

S

M I

S

S

I

L

E

R

A

N

G

E

B I

R

T

H

P

L

A

C

E

O

F

A

M

E

R

I

C

A

S

MI

S

S

I

L

E

S

P

A

C

E

A

C

T

I

V

I

T

Y

WS-85210-2021-C-01

AutoCAD SHX Text

WHITE SANDS MISSILE RANGE, NEW MEXICO

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

ENGINEERING DIVISION

AutoCAD SHX Text

DESIGNED BY

AutoCAD SHX Text

CHIEF, ENGINEERING DIVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

RECOMMENDED

AutoCAD SHX Text

BRANCH CHIEF

AutoCAD SHX Text

SUBMITTED

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

WHITE SANDS MISSILE RANGE, N.M.

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

ENGINEERING DIVISION

AutoCAD SHX Text

OF

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

BY

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text FY21 Roadway markings and Guardrail

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

REP

AutoCAD SHX Text

REP

AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text James Stephenson

AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text Samuel Morris

AutoCAD SHX Text 05/20/2021

AutoCAD SHX Text No Scale

AutoCAD SHX Text

BID SET 100%%% DESIGN

WS-85210-2021-C-G-02

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DESIGNED BY

DRAWN

NUMBER DATE

OF

PLATE

APPROVEDBY

FY21 Roadway Markings and Guardrail

GENERAL NOTES

REP

REP

Rafael Acosta

Samuel E. Morris

- NONE

AutoCAD SHX Text

1. Contractor shall coordinate all work with existing conditions and Contractor shall coordinate all work with existing conditions and construction drawings. Provide all equipment, material and labor as required for a complete and functional system. 2. All materials and equipment shall be installed in accordance with All materials and equipment shall be installed in accordance with manufacture's published recommendations, contract documents, industry standards and all federal, state, local codes and amendments as adopted by the government for services intended by the Contracting Officer (KO). The installation of all materials and equipment shall be made by experience and licensed craftsman in a neat workman like manner. All materials, supervision, labor, tool, costs and services necessary to completely install a functional system shall be furnished by the contractor. 3. The term "provide" used in the drawings and scope of work implies that The term "provide" used in the drawings and scope of work implies that the contractor shall furnish, transport, install, connect, warrant, and start-up, inclusively. 4. The drawings are diagrammatic only but are required to be followed as The drawings are diagrammatic only but are required to be followed as closely as actual construction conditions and work of other trades permits. 5. Upon completion of work, contractor shall provide the COR, within 10 days, Upon completion of work, contractor shall provide the COR, within 10 days, manufacture's operating & maintenance manual for all equipment including replacement parts list. 6. Contractor shall report discrepancies between field conditions and new Contractor shall report discrepancies between field conditions and new construction drawings to the KO during the solicitation phase prior to providing their bid. 7. Contractor shall field verify all existing utilities prior to any excavation for Contractor shall field verify all existing utilities prior to any excavation for new sign post/pole foundations per SOW section 5.5. 8. Contractor shall remove and dispose of any existing asphalt pavement or Contractor shall remove and dispose of any existing asphalt pavement or rigid concrete. Contractor may dispose rigid concrete at the WSMR Hughes Reclamation Area (Main Cantonment) located at the intersection of Watertown and Hughes Ave. Rigid concrete shall be free of rebar and/or all debris. 9. Contractor shall apply water for dust control per section 158 of the Contractor shall apply water for dust control per section 158 of the Federal Highway Administration (FP-03). Contractor may utilize water standpipe located near Route 6 and Route 7 (Lat. = 33.1784, Long. = -106.5229). Metering of water usage shall be required and reported to the COR on a weekly basis by the number of truck loads used per day. Approximate distance from project site is 28.5 miles. Alternate water source LAT: 33.8188, LONG: -106.6545 approximately 25 miles north of RR7 SEC 16. 10. A borrow pit is available for use. Borrow pit is located near RR7/RR6 A borrow pit is available for use. Borrow pit is located near RR7/RR6 intersection (Lat. = 33.1936; Long. = -106.5405) COR shall be notified at least 5 working days prior to removing any material. Quantities of material removed shall be reported to the COR on a weekly basis. When finished using borrow pit, contractor shall remove any grubbed vegetation and leave side slopes at a 4H:1V or flatter slope. Approximate distance from project site is 29.5 miles. 11. The contractor shall perform hazardous building materials sampling of all The contractor shall perform hazardous building materials sampling of all building material that may be disturbed during this project. Asbestos sampling shall be performed by an asbestos inspector that meets the requirements of the Environmental Protection Agency (EPA) Asbestos Hazard Emergency Response Act (AHERA).

AutoCAD SHX Text

1. All pavement markings & striping shall be 4" wide, white or yellow as All pavement markings & striping shall be 4" wide, white or yellow as indicated on the details and Plan Sheet 7 and shall conform to the standard highway colors. 2. All pavement markings shall be installed by using Type "H" Extruded All pavement markings shall be installed by using Type "H" Extruded Type "H" Extruded Thermoplastic pavement marking material with glass beads per Section 634.08 of the FP-03 & Plan Sheet 7 of drawings. Application shall be . Application shall be 12# beads per 100 S.F. 3. All specifications for pavement markings are as per the Manual on All specifications for pavement markings are as per the Manual on Uniform Traffic Control Devices (MUTCD) standard manual, 2009 Edition. 4. Edge line striping shall be placed 6 inches from the edge of Edge line striping shall be placed 6 inches from the edge of pavement. Edge line striping is not required in stand-up curb or curb and gutter sections of roadway. 5. Contractor shall prepare road surface prior to applying roadway Contractor shall prepare road surface prior to applying roadway markings per mfg. instructions.

AutoCAD SHX Text General Notes:

AutoCAD SHX Text Pavement Marking Notes::

AutoCAD SHX Text Traffic Control Plan Notes:

AutoCAD SHX Text

1. Contractor shall develop and implement a traffic control plan Contractor shall develop and implement a traffic control plan for all elements of work. Traffic control plan shall be developed, implemented and maintained in accordance with the NMSHTD, Sections 618, 702 and Chapter 6 of the Manual on Uniform Traffic Control Devices. All work shall be performed in a manner that provides 24 hour per day, 7 days a week, vehicular access adjacent to project area.

AutoCAD SHX Text Material Testing Notes:

AutoCAD SHX Text

1. During construction, material testing services shall include During construction, material testing services shall include but not be limited to compaction of sub-grade, sub-base, base course, asphalt and concrete compressive strength. Testing shall be obtained from an independent certified third party material testing laboratory and submitted to the COR.

AutoCAD SHX Text Guardrail Notes:

AutoCAD SHX Text

1. End treatment shown is a general depiction of an SKT-SP End treatment shown is a general depiction of an SKT-SP (Sequential Kinking Terminal-Standard Post System) 50' NMDOT accepted end terminal that is FHWA accepted as crashworthy at Test Level 3 (TL-3) and may be used for all posted speeds. 2. Accepted systems, on the Departments Approved Product Accepted systems, on the Departments Approved Product List, shall be installed according to manufactures' installation instructions. 3. A reflectorized object marker shall be installed. Adhesive A reflectorized object marker shall be installed. Adhesive backed reflective sheeting may be applied directly to guardrail end treatment impact head as per the manufacturer's recommendation. Direct applied sheeting shall provide a smooth surface and have no wrinkles, air bubbles, cuts or tears. Reflective material shall be Type VIII with yellow background and black chevron stripes. Stripes shall be oriented with their tops away from traffic and angles down at 45° toward traffic. 4. These end treatments do not require an offset at the end. These end treatments do not require an offset at the end. End treatments shall be installed ensuring that the end piece is 2' off the shoulder. A maximum flare of 25:1 or flatter over the length of the treatment is allowed. 5. End treatments shall be of the length and test level End treatments shall be of the length and test level specified in these drawings and as specified by the manufacturer for the intended end treatment type and test level. Only end treatments currently on the NMDOT Approved Product List will be accepted for installation. For specific end treatment details, see manufacturers' drawings. 6. Contractor shall warp all grade transitions to create smooth Contractor shall warp all grade transitions to create smooth surface contours.

AutoCAD SHX Text Fog Seal Notes: 1. Application of fog seal shall comply with Section 415 Pavement Surface Restoration of the New Mexico State Highway & Traffic Department (NMSHTD). 2. Contractor shall prepare roadway surface and apply per manufacturers instructions. 3. Contractor shall provide a Master Seal Tire Rubber Modified Surface Sealer (TRMSS) fog seal or Government approved equal on the 2.64 mile stretch of Route 7, Section 16 per manufacturer specifications. Roadway width is 20' with no shoulders. Submittal shall be provided to the COR for material approval/disapproval. 4. Vehicular traffic shall not be permitted on the pavement surface until sufficient curing time has elapsed to eliminate pickup or tracking of the sealant.

Guardrail #1

Proposed Staging

Area LAT:

32.4351 LONG:

-106.4707

Guardrail #2

Guardrail #3

Guardrail #4

Guardrail #6

R

R

Guardrail #7

Contractor shall Remove/Replace Guardrail:

1. Guardrail 1: RR1 LAT: 32.4284, LONG: -106.4722, new construction consist of 75LF of straight rail and 2EA End Treatments each side of roadway, no removals East or West of Roadway.

2. Guardrail 2: RR1 LAT: 32.4255, LONG: -106.4740, new construction consist of 75LF of straight rail

2 End Treatments on the west side and 25LF of straight rail and 2 End Treatments on the East side of roadway, no removals East or West of Roadway.

3. Guardrail 3: RR1 LAT: 32.4239, LONG: -106.4750, new construction consist of 62.5LF of straight rail and 2 End Treatments West of Roadway, no removals no new construction East of Roadway.

4. Guardrail 4: RR1 LAT: 32.4173, LONG: -106.4791, new construction consist of 62.5LF of straight rail and 2 End Treatments on west side of roadway. On West side of roadway remove and dispose of

50LF of straight rail and 2 End Treatments at an off-site location that has been permitted by the jurisdiction having authority to accept and dispose of construction waste and debris. No removals, no new construction East of Roadway.

5. Guardrail 5: RR1 LAT: 32.4133, LONG: -106.4797, new construction consist of 62.5LF of straight rail and 2 End Treatments on west side of roadway, Remove and dispose of 50LF of straight rail and 2

End Treatments at an off-site location that has been permitted by the jurisdiction having authority to accept and dispose of construction waste and debris. No removals, no new construction East of

Roadway.

6. Guardrail 6: RR1 LAT: 32.4031, LONG: -106.4796, new construction consist of 2EA Thrie Beam

Transition Sections, 50LF of straight rail and 2EA End Treatments on West side of roadway. New construction on East side of Roadway consist of 75LF of straight rail, 2EA Thrie Beam Transition

Sections and 2EA End Treatments, per NMDOT STD 606-GR31-17/20. Remove and dispose of 2

Transition Sections, 4 End Treatments and 150LF of straight rail at an off-site location that has been permitted by the jurisdiction having authority to accept and dispose of construction waste and debris.

R

R

R

R

Site Plan 1

Site Plan 2

N

FY21 Roadway Markings and Guardrail

WS-85210-2021-SP-03

Guardrail #5

7. Guardrail 7: RR316 LAT: 33.2760

LONG: -106.3973 New construction consist of 2EA End Treatments and

215LF of straight rail for the North side and 2EA End Treatments and 215LF of straight rail for the South side.

Remove and dispose 130LF of straight rail and 4 End Treatments at an off-site location that has been permitted by the jurisdiction having authority to accept and dispose of construction waste and debris.

AutoCAD SHX Text

DESIGNED BY

AutoCAD SHX Text

CHIEF, ENGINEERING DIVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

RECOMMENDED

AutoCAD SHX Text

BRANCH CHIEF

AutoCAD SHX Text

SUBMITTED

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

WHITE SANDS MISSILE RANGE, N.M.

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

ENGINEERING DIVISION

AutoCAD SHX Text

OF

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

BY

AutoCAD SHX Text Guardrail Site Plan

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

3"

3"

3"

3"

3"

3"

3"

X"

Y"

STRIPES AT 45 DEGREES

TOWARD TRAVEL WAY.

BACKGROUND: YELLOW

(MUTCD SPECIFICATION,

OBJECT MARKERS) COPY:

BLACK

X AND Y SHALL BE WITHIN

3" OF FACE WIDTH AND

HEIGHT, RESPECTIVELY,

AND FACE SHALL HAVE A

MINIMUM 300 SQUARE

INCHES COPY AREA.

NO BLOCK OUT

CONCRETE CULVERT CROSSING

BEGINNING LAP

INTERMEDIATE LAPEND LAP

SET POST VERTICAL. VARY

POST LENGTH AS REQUIRED

FOR GRADE

GUARDRAIL POST

& BLOCK

6" THICK PROPOSED

AGGREGATE BASE

COURSE

3" THICK PROPOSED

ASPHALT SURFACE

SET POST VERTICAL. VARY

POST LENGTH AS REQUIRED

FOR GRADE

GUARDRAIL POST &

BLOCK

M

I N

M

A X

WS-85210-2021-C-DT-04

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DESIGNED BY

DRAWN

NUMBER DATE

OF

PLATE

APPROVEDBY

RR316 GUARDRAIL DETAIL

REP

REP

Rafael Acosta

Samuel E. Morris

- NONE

W6x9 METAL POSTS

NO SCALE

PROPOSED SKT 350 GUARDRAIL SYSTEM ABOVE WATERWAY RR316BOO2 ELEVATION VIEW

NO SCALE

PLAN VIEW

NO SCALE

PROPOSED SKT 350 GUARDRAIL SYSTEM PLAN VIEW

NO SCALE

FY21 Roadway Markings and Guardrail

AutoCAD SHX Text

DIRECTION OF TRAVEL

AutoCAD SHX Text D3

AutoCAD SHX Text D1

AutoCAD SHX Text D2

DRAINAGE

STRUCTURE

2 SPACES @ 6'-3"

DOUBLE NESTED

12 GAGE SINGLE

FACE W-BEAM

GUARDRAIL WITH

W6x9 POSTS

4 SPACES @ 6'-3"

SINGLE NESTED 12 GAGE

SINGLE FACE

W-BEAM GUARDRAIL WITH

W6X9 POSTS

12'-6"

SINGLE FACE

W-BEAM GUARDRAIL

STANDARD SECTION

STEEL POST

ADD 12'-6" MIN. OF

STANDARD RAIL

BEFORE ATTACHING

END TREATMENT

BEGINNING LAPINTERMEDIATE LAP

END LAP

DIRECTION OF TRAVEL

25'

DOUBLE NESTED

12 GAGE W-BEAM

2 SPACES @ 6'-3"

DOUBLE NESTED

12 GAGE SINGLE

FACE W-BEAM

GUARDRAIL WITH

W6x9 POSTS

12'-6"

4 SPACES @ 6'-3"

DOUBLE NESTED 12

GAGE SINGLE FACE

W-BEAM GUARDRAIL

WITH W6X9 POSTS

SINGLE FACE

W-BEAM GUARDRAIL

STANDARD SECTION

STEEL POST

ADD 12'-6" MIN. OF

STANDARD RAIL

BEFORE ATTACHING

END TREATMENT

100'

M

I N

M

A X

SET POST VERTICAL.

VARY POST LENGTH AS

REQUIRED FOR GRADE

GUARDRAIL POST &

POLYMER COMPOSITE

BLOCK

SET POST VERTICAL.

VARY POST LENGTH

AS REQUIRED FOR

GRADE

GUARDRAIL POST &

POLYMER COMPOSITE

BLOCK

W6x9

BOLT MAY BE

PLACED THROUGH

EITHER LEFT OR

RIGHT FLANGE

BOLT HOLE

" x 10" BUTTON HEAD BOLT

WITH OVAL GRIP & HEX NUT

EXISTING SUB BASE

EXISTING 6" THICK

AGGREGATE BASE

COURSE

EXISTING 3" THICK

ASPHALT SURFACE

3"

3"

3"

3"

3"

3"

3"

X"

Y"

STRIPES AT 45 DEGREES

TOWARD TRAVEL WAY.

BACKGROUND: YELLOW

(MUTCD SPECIFICATION,

OBJECT MARKERS) COPY:

BLACK

X AND Y SHALL BE WITHIN

3" OF FACE WIDTH AND

HEIGHT, RESPECTIVELY,

AND FACE SHALL HAVE A

MINIMUM 300 SQUARE

INCHES COPY AREA.

NO BLOCK OUT

WS-85210-2021-C-DT-05

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DESIGNED BY

DRAWN

NUMBER DATE

OF

PLATE

APPROVEDBY

OWENS ROAD GUARDRAIL

REP

REP

Rafael Acosta

Samuel E. Morris

- NONE

PROPOSED SKT 350 GUARDRAIL SYSTEM OVER WATERWAY East and West of Roadway. ELEVATION VIEW

NO SCALE

PLAN VIEW

NO SCALE

PROPOSED SKT 350 GUARDRAIL SYSTEM PLAN VIEW

NO SCALE W6x9 METAL POSTS

NO SCALE

FY21 Roadway Markings and Guardrail

AutoCAD SHX Text D4

AutoCAD SHX Text D5

AutoCAD SHX Text D6

10'-0" 10'-0"30'-0"

4"

4"

4"

4"

Passing Line or

Skip Line

Solid No - Passing Line or Shoulder Stripping

Double Yellow

Centerline

PAVEMENT MARKING

TYPICAL SHOULDER/CENTER

STRIPE DIMENSIONS

NTS

4"

WS-85210-2021-C-DT-06

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DESIGNED BY

DRAWN

NUMBER DATE

OF

PLATE

APPROVEDBY

FOG SEAL/MARKINGS DETAIL

REP

REP

Rafael Acosta

Samuel E. Morris

- NONE

Roadway Markings/Stripe

Notes:

1. Contractor shall restripe centerline roadway striping on

WSMR, RR7 Section 16 per

Details this Sheet.

2. Contractor shall verify location of no passing zones.

3. All markings shall be a 4" Type

"B" Waterborne Traffic Marking and shall comply with Section

634.05 of the FP-03 and the

Manual on Uniform Traffic

Control Devices. Apply 12# of beads per 100SF. All Traffic

Control devices and markings shall conform with MUTCD.

4. Contractor shall prepare road surface and apply per mfg.

instructions.

5. Contractor shall Fog Seal approximately 30,976SY.

Fog Seal Notes:

1.

Application of fog seal shall comply with Section 415 Pavement Surface

Restoration of the New Mexico State

Highway & Traffic Department

(NMSHTD) and Federal Highway

Standards and Specifications,section

406.

2. Contractor shall prepare roadway surface and apply per manufacturers instructions.

3. Contractor shall provide a Master Seal

Tire Rubber Modified Surface Sealer

(TRMSS) fog seal or Government approved equal on the 2.64 mile stretch of Route 7, Section 16 per manufacturer specifications. Roadway width is 20' with no shoulders, 30,976SY of fog seal. Submittal shall be provided to the Project Engineer for material approval/disapproval.

4. Vehicular traffic shall not be permitted on the pavement surface until sufficient curing time has elapsed to eliminate pickup or tracking of the sealant.

R

RR7 SEC 16 Begin Fog Seal and

New Striping LAT: 33.4934, LONG: -106.403

RR7 SEC 16 End Fog Seal and

New Striping LAT: 33.5272, LONG: -106.421

Site Plan 3

FY21 Roadway Markings and Guardrail

FIRE LANE NO PARKING

FIRE LANE NO PARKING

F I R E

L A N

E

N

O

P A R K I N

G

36"

FIRE

CURB PAINTED RED

3" RED LINES WITH 24" HIGH LETTERS IN

WHITE ON SOLID RED BACKGROUND

"FIRE LANE NO PARKING"

PAINTED ON PAVEMENT

FY21 Roadway Markings and Guardrail

WS-85210-2021-SP-07

AutoCAD SHX Text B-272 PARKING LOT - Pavement Marking NOT TO SCALE

AutoCAD SHX Text Pavement Marking Work:

AutoCAD SHX Text

1. Contractor shall stripe "Fire Lane No Parking" red lines with Extruded Contractor shall stripe "Fire Lane No Parking" red lines with Extruded Thermoplastic pavement marking material and white lettering with Preformed Thermoplastic marking material. Refer to Detail, this sheet, Fire Lane No Parking Detail.

AutoCAD SHX Text Bldg. 272

AutoCAD SHX Text Area not included in the project

AutoCAD SHX Text Picatinny Ave.

AutoCAD SHX Text Aerobee Ave.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Red Stone St.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Standard Fire Lane No Parking Detail

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

DESIGNED BY

AutoCAD SHX Text

CHIEF, ENGINEERING DIVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

RECOMMENDED

AutoCAD SHX Text

BRANCH CHIEF

AutoCAD SHX Text

SUBMITTED

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

WHITE SANDS MISSILE RANGE, N.M.

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

ENGINEERING DIVISION

AutoCAD SHX Text

OF

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

BY

AutoCAD SHX Text Pavement Marking Details

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX