100__Bid_Set_Design_Drawings_for_B-371_W911SG19B0013.pdf

PDF 2 MB Posted Aug 1, 2019

Attached to: REPAIR PARKING LOTS BLDG 371, 460, 462, AND 1407
Solicitation number: W911SG19B0013
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Bliss

About this file

From the source

100% Bid Set Design_Drawings for B-371 W911SG19B0013

View the file

Other files

File	Type	Posted
SF1419A-W911SG19B0013_page_3.pdf	PDF	Sep 5, 2019
SF1419A-W911SG19B0013_page_2.pdf	PDF	Sep 5, 2019
Sealed_Bid_Sign_In_Sheet_W911SG19B0013.pdf	PDF	Sep 5, 2019
SF1419-W911SG19B0013_page_1.pdf	PDF	Sep 5, 2019
PICTURES_-_W911SG19B0013.pdf	PDF	Aug 21, 2019
MICC_WSMR_Repair_Parking_Lots_Site_Visit_Pre-Bid_Conference_PowerPoint.pdf	PDF	Aug 19, 2019
SIGN_IN_SHEET-WSMR_Repair_Parking_Lots_W911SG19B0013.pdf	PDF	Aug 19, 2019
WSMR_Visitor_Control_Program_May_2017.pdf	PDF	Aug 1, 2019
52.218-4201_UXO_POLICY.pdf	PDF	Aug 1, 2019
SOLICITATION__-_W911SG19B0013.pdf	PDF	Aug 1, 2019
100__Bid_Set_Design_Drawings_for_B-460-B-462_-_W911SG19B0013.pdf	PDF	Aug 1, 2019
100___Design_drawings_for_B-1407__W911SG19B0013.pdf	PDF	Aug 1, 2019

Show all 12

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

WATERTOWN AVENUE

11279

S-246

SAINT LOUIS STREET

INDIANA STREET

ENGINEER DRIVE

WATERTOWN AVENUE

NAVAJO STREET

AUGUSTA STREET

ABERDEEN AVENUE

WELL #10A

MARTIN LUTHER KING BLVD

ZEUS STREET

O W

O A

S S

T R

E E

H A

E E

D A

E E

TO HIGHWAY 70/

LAS CRUCES

TOT LOT

PAVILION

TOT LOT

WATERTOWN AVENUE

Match Line A

MDP

I R

I T

BID SET

100% DESIGN

DATE: 01 JULY 2019

WS-85120-2019-G-GI-01 COVERSHEET/DRAWING INDEX

WS-85120-2019-C-G-02 GENERAL NOTES

WS-85120-2019-C-SP-03 SITE PLAN

WS-85120-2019-C-D-04 DEMOLITION PLAN

WS-85120-2019-C-G-05 NEW WORK

WS-85120-2019-C-G-06 TRAFFIC SIGNS & PAVEMENT MARKINGS

WS-85120-2019-C-DT-07 TRAFFIC SIGN & MARKING DETAILS

M I

B I

CONCURRENCES

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

Garrison Safety

Physical Security

Fire Department

DPW Environmental

Anti-Terrorism/Force Protection

Information Management

Operations and Maintenance Division

Customer 1

Date

Customer 2 Date

WSMR MAIN

CANTONMENT

B-371

PARKING LOT

AutoCAD SHX Text

AutoCAD SHX Text T-1348

AutoCAD SHX Text

AutoCAD SHX Text S-1341

AutoCAD SHX Text S-1405

AutoCAD SHX Text

AutoCAD SHX Text S-1678

AutoCAD SHX Text

AutoCAD SHX Text S-1682

AutoCAD SHX Text S-1681

AutoCAD SHX Text

AutoCAD SHX Text S-1744

AutoCAD SHX Text

AutoCAD SHX Text S-1754

AutoCAD SHX Text S-1739

AutoCAD SHX Text

AutoCAD SHX Text S-1753

AutoCAD SHX Text S-1729

AutoCAD SHX Text

MAT'L

AutoCAD SHX Text S-1749

AutoCAD SHX Text S-1713

AutoCAD SHX Text S-1839

AutoCAD SHX Text

AutoCAD SHX Text S-1437N

AutoCAD SHX Text

AutoCAD SHX Text 1460N

AutoCAD SHX Text 1436N

AutoCAD SHX Text T-1463N

AutoCAD SHX Text S-1649

AutoCAD SHX Text S-1540

AutoCAD SHX Text

AutoCAD SHX Text S-1525

AutoCAD SHX Text

AutoCAD SHX Text S-1690

AutoCAD SHX Text

AutoCAD SHX Text S-1650

AutoCAD SHX Text S-1523

AutoCAD SHX Text S-1544

AutoCAD SHX Text

AutoCAD SHX Text S-1547

AutoCAD SHX Text S-1546

AutoCAD SHX Text S-1543

AutoCAD SHX Text S-1527

AutoCAD SHX Text T-1625

AutoCAD SHX Text

AutoCAD SHX Text S-1648

AutoCAD SHX Text S-1764

AutoCAD SHX Text

AutoCAD SHX Text S-1623

AutoCAD SHX Text

AutoCAD SHX Text S-1692

AutoCAD SHX Text S-1680

AutoCAD SHX Text T-1738

AutoCAD SHX Text

AutoCAD SHX Text S-1783

AutoCAD SHX Text

AutoCAD SHX Text S-1790

AutoCAD SHX Text

AutoCAD SHX Text T-1758

AutoCAD SHX Text

AutoCAD SHX Text S-1850

AutoCAD SHX Text

AutoCAD SHX Text S-1735

AutoCAD SHX Text S-1766

AutoCAD SHX Text S-1763

AutoCAD SHX Text

AutoCAD SHX Text S-1759

AutoCAD SHX Text S-1734

AutoCAD SHX Text

AutoCAD SHX Text S-1737

AutoCAD SHX Text S-1748

AutoCAD SHX Text S-1787

AutoCAD SHX Text S-1786

AutoCAD SHX Text

AutoCAD SHX Text S-1852

AutoCAD SHX Text S-1858

AutoCAD SHX Text 1851-N

AutoCAD SHX Text S-1816

AutoCAD SHX Text

AutoCAD SHX Text T-1825

AutoCAD SHX Text T-1817

AutoCAD SHX Text S-1826

AutoCAD SHX Text

AutoCAD SHX Text T-1834

AutoCAD SHX Text

POST KENNELS

AutoCAD SHX Text

AutoCAD SHX Text T-1835

AutoCAD SHX Text

AutoCAD SHX Text 1438N

AutoCAD SHX Text S-1475N

AutoCAD SHX Text S-1472

AutoCAD SHX Text

WELL #15

AutoCAD SHX Text 456N

AutoCAD SHX Text

AutoCAD SHX Text S-1473N

AutoCAD SHX Text S-1484N

AutoCAD SHX Text

AutoCAD SHX Text B.O.Q.

AutoCAD SHX Text

AutoCAD SHX Text S-1552

AutoCAD SHX Text

FIRE STATION

AutoCAD SHX Text T-145

AutoCAD SHX Text

AutoCAD SHX Text S-1558

AutoCAD SHX Text S-1550

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

EXCHANGE

AutoCAD SHX Text

AutoCAD SHX Text S-1538

AutoCAD SHX Text S-1524

AutoCAD SHX Text

AutoCAD SHX Text V-2

AutoCAD SHX Text

AutoCAD SHX Text 1867-N

AutoCAD SHX Text 1870-N

AutoCAD SHX Text

AutoCAD SHX Text S-1781

AutoCAD SHX Text

TANKS

AutoCAD SHX Text S-1799

AutoCAD SHX Text

AutoCAD SHX Text 1866-N

AutoCAD SHX Text 1864-N

AutoCAD SHX Text S-1871

AutoCAD SHX Text

AutoCAD SHX Text S-1780

AutoCAD SHX Text S-1774

AutoCAD SHX Text

TANKS

AutoCAD SHX Text S-1862

AutoCAD SHX Text S-1860

AutoCAD SHX Text S-1814

AutoCAD SHX Text S-1856

AutoCAD SHX Text S-1810

AutoCAD SHX Text S-1811

AutoCAD SHX Text S-1813

AutoCAD SHX Text S-1854

AutoCAD SHX Text S-11280

AutoCAD SHX Text

WATER TANK

AutoCAD SHX Text

WTC

AutoCAD SHX Text

POST DENTAL

AutoCAD SHX Text

HEALTH CLINIC

AutoCAD SHX Text

POST THEATER

AutoCAD SHX Text

POST OFFICE

AutoCAD SHX Text

AutoCAD SHX Text T-149

AutoCAD SHX Text

AutoCAD SHX Text S-305

AutoCAD SHX Text S-302

AutoCAD SHX Text

PUBLIC

AutoCAD SHX Text

AutoCAD SHX Text S-289

AutoCAD SHX Text

AutoCAD SHX Text T-383

AutoCAD SHX Text S-375A

AutoCAD SHX Text S-375B

AutoCAD SHX Text S-234

AutoCAD SHX Text

AutoCAD SHX Text S-370

AutoCAD SHX Text T-357

AutoCAD SHX Text S-371

AutoCAD SHX Text S-375D

AutoCAD SHX Text S-375C

AutoCAD SHX Text

AutoCAD SHX Text S-374

AutoCAD SHX Text S-10258

AutoCAD SHX Text

ELEVATED TANK

AutoCAD SHX Text S-391

AutoCAD SHX Text

WELL #16

AutoCAD SHX Text

WHITE SANDS

AutoCAD SHX Text

PLAYGROUND

AutoCAD SHX Text

SOCCER

AutoCAD SHX Text S-322

AutoCAD SHX Text

HEADQUARTERS AVENUE

AutoCAD SHX Text

HEADQUARTERS AVENUE

AutoCAD SHX Text

CROZIER STREET

AutoCAD SHX Text

BENET STREET

AutoCAD SHX Text

DYER STREET

AutoCAD SHX Text

SIOUX STREET

AutoCAD SHX Text

SIERRA STREET

AutoCAD SHX Text

RIPLEY STREET

AutoCAD SHX Text

DEWEY STREET

AutoCAD SHX Text

PARSONS STREET

AutoCAD SHX Text

BENET STREET

AutoCAD SHX Text

CROZIER STREET

AutoCAD SHX Text

HEADQUARTERS AVENUE

AutoCAD SHX Text

SIOUX STREET

AutoCAD SHX Text

RAMSEY STREET

AutoCAD SHX Text

WESSON STREET

AutoCAD SHX Text

BOMFORD STREET

AutoCAD SHX Text

RAMSEY STREET

AutoCAD SHX Text

CRAIG STREET

AutoCAD SHX Text

WATERTOWN AVENUE

AutoCAD SHX Text

CRAIG STREET

AutoCAD SHX Text

POLARIS

AutoCAD SHX Text

TOOELE AVENUE

AutoCAD SHX Text

ROSSFORD

AutoCAD SHX Text

POLARIS STREET

AutoCAD SHX Text

JUPITER DRIVE

AutoCAD SHX Text

JUPITER DRIVE

AutoCAD SHX Text

TALOS

AutoCAD SHX Text

AEROBEE AVENUE

AutoCAD SHX Text

ABERDEEN AVE

AutoCAD SHX Text

RIPLEY ST

AutoCAD SHX Text

LETTERKENNY

AutoCAD SHX Text

TOOELE AVE

AutoCAD SHX Text

ROSSFORD AVE

AutoCAD SHX Text

GODDARD AVENUE

AutoCAD SHX Text

ANNISTON

AutoCAD SHX Text

HALSEY STREET

AutoCAD SHX Text

BLANDY STREET

AutoCAD SHX Text

NOBLE STREET

AutoCAD SHX Text

HOF STREET

AutoCAD SHX Text

RADFORD STREET

AutoCAD SHX Text

ABERDEEN AVENUE

AutoCAD SHX Text

ABERDEEN AVE

AutoCAD SHX Text

DYER STREET

AutoCAD SHX Text

BENET STREET

AutoCAD SHX Text

CROZIER STREET

AutoCAD SHX Text

DYER STREET

AutoCAD SHX Text

FLAGLER STREET

AutoCAD SHX Text

BENET STREET

AutoCAD SHX Text

WESSON STREET

AutoCAD SHX Text S-1795

AutoCAD SHX Text

RAMSEY STREET

AutoCAD SHX Text

WESSON STREET

AutoCAD SHX Text

MERCURY AVENUE

AutoCAD SHX Text

VIKING STREET

AutoCAD SHX Text

TERRIER AVE

AutoCAD SHX Text

TALOS

AutoCAD SHX Text

AVE

AutoCAD SHX Text

DEACON AVE

AutoCAD SHX Text

VIKING STREET

AutoCAD SHX Text

LOKI STREET

AutoCAD SHX Text

ROCK ISLAND AVE

AutoCAD SHX Text

RIPLEY ST

AutoCAD SHX Text

LAKE CITY AVE

AutoCAD SHX Text

RIPLEY STREET

AutoCAD SHX Text

AEROBEE

AutoCAD SHX Text

AEROBEE AVE

AutoCAD SHX Text

JOLIET STREET

AutoCAD SHX Text

HOF STREET

AutoCAD SHX Text

MILAN STREET

AutoCAD SHX Text

ROCK ISLAND AVE

AutoCAD SHX Text

HOF STREET

AutoCAD SHX Text

FRANKFORD STREET

AutoCAD SHX Text

DETROIT STREET

AutoCAD SHX Text

SPRINGFIELD STREET

AutoCAD SHX Text

ROCK ISLAND AVENUE

AutoCAD SHX Text

WSMR RD. 115

AutoCAD SHX Text

PICATINNY AVENUE

AutoCAD SHX Text

ATLAS STREET

AutoCAD SHX Text

VANGUARD DRIVE

AutoCAD SHX Text

VANGUARD DRIVE

AutoCAD SHX Text

VANGUARD DR

AutoCAD SHX Text

VIKING STREET

AutoCAD SHX Text

RAVENNA AVENUE

AutoCAD SHX Text

BASKETBALL

AutoCAD SHX Text

HERCULES STREET

AutoCAD SHX Text

ZUNI DRIVE

AutoCAD SHX Text

PICATINNY AVE

AutoCAD SHX Text

ZUNI DRIVE

AutoCAD SHX Text

AEROBEE AVE

AutoCAD SHX Text

PICATINNY AVENUE

AutoCAD SHX Text

CROZIER STREET

AutoCAD SHX Text

HEADQUARTERS AVENUE

AutoCAD SHX Text

ZEUS DRIVE

AutoCAD SHX Text

ZEUS DRIVE

AutoCAD SHX Text

ATLAS STREET

AutoCAD SHX Text

SATURN AVENUE

AutoCAD SHX Text

ZEUS DRIVE

AutoCAD SHX Text

PERSHING DRIVE

AutoCAD SHX Text

THOR STREET

AutoCAD SHX Text

PERSHING DR

AutoCAD SHX Text

HERCULES STREET

AutoCAD SHX Text

SATURN AVENUE

AutoCAD SHX Text

ZUNI DR

AutoCAD SHX Text

HUGHES ROAD

AutoCAD SHX Text

MEDICAL

AutoCAD SHX Text S-529

AutoCAD SHX Text

DYER STREET

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

PLAYGROUND

AutoCAD SHX Text

GODDARD AVE

AutoCAD SHX Text

CHAPEL

AutoCAD SHX Text S-1812

AutoCAD SHX Text 174A

AutoCAD SHX Text

FIRE TRAINING AREA

AutoCAD SHX Text

CONTRACTORS YARDS

AutoCAD SHX Text

CONTRACTORS YARDS

AutoCAD SHX Text

ROCK ISLAND AVENUE

AutoCAD SHX Text S-078B

AutoCAD SHX Text

AutoCAD SHX Text 1538A

AutoCAD SHX Text

HELIPAD

AutoCAD SHX Text

MOUNTAINVIEW

AutoCAD SHX Text

CAFE

AutoCAD SHX Text

POST

AutoCAD SHX Text

HEADQUARTERS

AutoCAD SHX Text

MILITARY PERSONNEL

AutoCAD SHX Text

& ID CARDS

AutoCAD SHX Text

COMMISSARY

AutoCAD SHX Text

BOWLING ALLEY

AutoCAD SHX Text

GYM

AutoCAD SHX Text

GODDARD FIELD

AutoCAD SHX Text

BASEBALL

AutoCAD SHX Text

TENNIS

AutoCAD SHX Text

COURTS

AutoCAD SHX Text

MISSILE PARK

AutoCAD SHX Text

MUSEUM

AutoCAD SHX Text

RANGE CONTROL

AutoCAD SHX Text

J.W. COX

AutoCAD SHX Text

CENTER

AutoCAD SHX Text

WELL #22

AutoCAD SHX Text S-313

AutoCAD SHX Text

HELIPAD

AutoCAD SHX Text

JFK

AutoCAD SHX Text

SERVICE

AutoCAD SHX Text

STATION

AutoCAD SHX Text

RECEPTION

AutoCAD SHX Text

CENTER

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

ELECTRONIC

AutoCAD SHX Text

SITE

AutoCAD SHX Text

QUEEN

AutoCAD SHX Text

YOUTH

AutoCAD SHX Text

PAVILLION

AutoCAD SHX Text

AND ACOE

AutoCAD SHX Text

LODGE

AutoCAD SHX Text

VOLUNTEER

AutoCAD SHX Text

PARK

AutoCAD SHX Text

AutoCAD SHX Text S-1554

AutoCAD SHX Text

STA

AutoCAD SHX Text

CAL

AutoCAD SHX Text

LAB

AutoCAD SHX Text

CLINIC

AutoCAD SHX Text

RECREATION

AutoCAD SHX Text

EQUIPMENT

AutoCAD SHX Text

ISSUE

AutoCAD SHX Text

EXCHANGE

AutoCAD SHX Text

FIELD

AutoCAD SHX Text T-385

AutoCAD SHX Text

FIELDS

AutoCAD SHX Text

COURTS

AutoCAD SHX Text

SCHOOL

AutoCAD SHX Text

PICATINNY AVENUE

AutoCAD SHX Text

ID & IS

AutoCAD SHX Text 1401A

AutoCAD SHX Text

AutoCAD SHX Text S-1647

AutoCAD SHX Text S-1764A

AutoCAD SHX Text S-1764B

AutoCAD SHX Text

TEST

AutoCAD SHX Text

MISSILE RANGE

AutoCAD SHX Text

GOLF COURSE

AutoCAD SHX Text

SOCCER

AutoCAD SHX Text

FIELD

AutoCAD SHX Text

BASEBALL

AutoCAD SHX Text

FIELD

AutoCAD SHX Text

CIRCLE

AutoCAD SHX Text A

AutoCAD SHX Text V

AutoCAD SHX Text E

AutoCAD SHX Text

AVE

AutoCAD SHX Text

AVE

AutoCAD SHX Text

AVE

AutoCAD SHX Text

AVE

AutoCAD SHX Text

ELECTROMAGNETIC

AutoCAD SHX Text

VULNERABILITY

AutoCAD SHX Text

ASSESSMENT

AutoCAD SHX Text

FACILITY

AutoCAD SHX Text

SIERRA

AutoCAD SHX Text

CHAPEL

AutoCAD SHX Text

WSFCU

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

DEVELOPMENT

AutoCAD SHX Text

CENTER AND LIBRARY

AutoCAD SHX Text

ARTS

AutoCAD SHX Text

AND

AutoCAD SHX Text

CRAFTS

AutoCAD SHX Text

VET

AutoCAD SHX Text

CLINIC

AutoCAD SHX Text

DRIVING RANGE

AutoCAD SHX Text

FRONTIER

AutoCAD SHX Text

CLUB

AutoCAD SHX Text

GOLF

AutoCAD SHX Text

CLUB

AutoCAD SHX Text

TEMPORARY

AutoCAD SHX Text

LODGING

AutoCAD SHX Text

CYS

AutoCAD SHX Text

REGISTRATION

AutoCAD SHX Text

POOL AND

AutoCAD SHX Text

COMM CTR

AutoCAD SHX Text

MCAFFEE

AutoCAD SHX Text

RESTROOMS

AutoCAD SHX Text

GMH

AutoCAD SHX Text

HOUSING

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

PRO

AutoCAD SHX Text

SHOP

AutoCAD SHX Text

GOLF

AutoCAD SHX Text

CLUB

AutoCAD SHX Text

(PX)

AutoCAD SHX Text

LA CROSSE STREET

AutoCAD SHX Text

HAWK STREET

AutoCAD SHX Text

LOKI STREET

AutoCAD SHX Text

ROCK ISLAND AVENUE

AutoCAD SHX Text

ACS

AutoCAD SHX Text

PLAYGROUND

AutoCAD SHX Text

PERSHING DRIVE

AutoCAD SHX Text

POLICE

AutoCAD SHX Text

ITALIAN

AutoCAD SHX Text

CAFE

AutoCAD SHX Text

THRIFT

AutoCAD SHX Text

SHOP

AutoCAD SHX Text

CABLE COMPANY

AutoCAD SHX Text

PUBLIC AFFAIRS OFFICE

AutoCAD SHX Text

LAS CRUCES GATE

AutoCAD SHX Text

HOUSING

AutoCAD SHX Text

AREA

AutoCAD SHX Text

ROCK ISLAND AVENUE

AutoCAD SHX Text

BASKETBALL

AutoCAD SHX Text

COURTS

AutoCAD SHX Text

BARRACKS

AutoCAD SHX Text

DINING

AutoCAD SHX Text

FACILITY

AutoCAD SHX Text

BATTALION

AutoCAD SHX Text

HEADQUARTERS

AutoCAD SHX Text

COMPANY

AutoCAD SHX Text

OPERATIONS FACILITY

AutoCAD SHX Text

TACTICAL EQUIPMENT

AutoCAD SHX Text

MAINTENANCE FACILITY

AutoCAD SHX Text S-1728

AutoCAD SHX Text

AutoCAD SHX Text S-1508

AutoCAD SHX Text S-1733

AutoCAD SHX Text S-1727

AutoCAD SHX Text

AutoCAD SHX Text S-1720

AutoCAD SHX Text S-1721

AutoCAD SHX Text S-1767

AutoCAD SHX Text S-1541

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

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

SCALE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

ENGINEERING DIVISION

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

B-371 PARKING LOT REBUILD

AutoCAD SHX Text

COVER SHEET/DRAWING INDEX

AutoCAD SHX Text

B-371 PARKING LOT REBUILD

AutoCAD SHX Text

WS-85210-2019-G-GI-01

AutoCAD SHX Text

ARH

AutoCAD SHX Text

ARH

AutoCAD SHX Text

AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text 07/01/2019

AutoCAD SHX Text

NONE

AutoCAD SHX Text

WHITE SANDS MISSILE RANGE, NEW MEXICO

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

ENGINEERING DIVISION

GENERAL NOTES:

1. CONTRACTOR SHALL COORDINATE ALL WORK WITH EXISTING CONDITIONS AND

CONSTRUCTION DRAWINGS, PROVIDE ALL EQUIPMENT, MATERIAL AND LABOR AS

REQUIRED FOR A COMPLETE FUNCTIONAL SYSTEM.

2. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH

MANUFACTURER'S PUBLISHED RECOMMENDATIONS, CONTRACT DOCUMENTS,

INDUSTRY STANDARDS AND ALL FEDERAL, STATE, AND LOCAL CODES AND

AMENDMENTS AS ADOPTED BY THE GOVERNMENT FOR SERVICE INTENDED BY

THE CONTRACTING OFFICER (KO). THE INSTALL OF ALL MATERIALS AND

EQUIPMENT SHALL BE MADE BY EXPERIENCED AND LICENSED CRAFTSMAN IN A

NEAT WORKMAN LIKE MANNER. ALL MATERIALS, SUPERVISION, LABOR, TOOLS,

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 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 CLOSELY AS ACTUAL CONSTRUCTION CONDITIONS AND WORK OF ALL OTHER

TRADES PERMIT.

5. CONTRACTOR IS TO FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO EXCAVATION

OF NEW SIGN POST/POLE FOUNDATIONS.

6. CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY EXISTING RIGID CONCRETE.

CONTRACTOR MAY DISPOSE RIGID CONCRETE AT THE WSMR HUGHES

RECLAMATION AREA LOCATED AT THE INTERSECTION OF WATERTOWN AND

HUGHES AVE.

7. CONTRACTOR SHALL PROVIDE A TOPOGRAPHIC SURVEY SITE PLAN WITH

EXISTING GRADE ELEVATIONS AND PROPOSED NEW GRADING AND DRAINAGE

PLAN FOR APPROVAL. CUT AND FILL AS NECESSARY TO ACHIEVE GRADES

SPECIFIED IN THE GRADING AND DRAINAGE PLAN.

8. CONTRACTOR SHALL INSTALL A BASE COURSE LAYER THAT CONFORMS TO NEW

MEXICO DEPARTMENT OF TRANSPORTATION SPECIFICATION (NMSHTD), GRADED

CRUSHED AGGREGATE BASE COURSE. COMPACT BASE COURSE LAYER TO A

UNIFORM MINIMUM COMPACTED THICKNESS OF 6 INCHES TO 96% PER ASTM

D1557.

9. CONTRACTOR SHALL APPLY TACK COAT PER SECTION 407 (NMSHTD) OF THE

CONTRACT SPECIFICATIONS.

10. CONTRACTOR SHALL APPLY A PRIME COAT PER SECTION 408 (NMSHTD) OF THE

CONTRACT SPECIFICATIONS.

11. CONTRACTOR SHALL APPLY A NEW ASPHALT MIX WITH AN AGGREGATE GRADING

DESIGNATION OF "B" ASPHALT SURFACE COURSE THAT COMPLIES WITH SECTION

421 (NMSHTD) OF THE CONTRACT SPECIFICATIONS; PERFORMANCE GRADE SHALL

BE PG 64-22. ASPHALT SURFACE SHALL HAVE A MINIMUM UNIFORM COMPACTED

THICKNESS OF 2 (TWO) INCHES.

12. CONTRACTOR SHALL APPLY WATER FOR DUST CONTROL PER SECTION 158 OF

THE FP-03 (FEDERAL HIGHWAY ADMINISTRATION). CONTRACTOR MAY UTILIZE

WATER STANDPIPE LOCATED NEAR THE INTERSECTION OF HEADQUARTERS AND

MARTIN LUTHER KING AVE. CONTRACTOR SHALL REPORT WATER USAGE TO THE

CONTRACTING OFFICER REPRESENTATIVE (COR) ON A WEEKLY BASIS.

APPROXIMATE DISTANCE FROM PROJECT SITE IS 1.5 MILES.

13. A BORROW PIT IS AVAILABLE FOR USE. BORROW PIT IS LOCATED EAST OF

PROJECT SITE APPROXIMATELY 1.3 MILES (LAT. = 32.38884, LONG. = -106.47300).

GOVERNMENT PERSONNEL (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.

PAVEMENT MARKING NOTES:

1. ALL PAVEMENT MARKINGS & STRIPING SHALL BE 4" WIDE, WHITE OR

YELLOW AS INDICATED ON THE DETAILS PER PLAN SHEETS 6 & 7 AND

SHALL CONFORM TO THE STANDARD HIGHWAY COLORS PER SECTION

634.08 OF THE FP-03.

2. ALL PAVEMENT MARKINGS ARE TO BE INSTALLED BY USING TYPE "H"

EXTRUDED THERMOPLASTIC PAVEMENT MARKING MATERIAL WITH

GLASS BEADS PER SECTION 634.08 OF THE FP-03 & PLAN SHEETS 6 & 7

OF DRAWINGS. APPLICATION SHALL BE 12# BEADS PER 100 S.F.

3. EDGE LINE STRIPING SHOULD TYPICALLY BE PLACED SIX (6) INCHES

FROM THE EDGE OF PAVEMENT. EDGE LINE STRIPING IS NOT

REQUIRED IN STAND-UP CURB OR CURB AND GUTTER SECTIONS OF

ROADWAY.

4. CONTRACTOR SHALL PROVIDE A LAYOUT THAT MAXIMIZES PARKING

SPACES USING 45° ANGLE PARKING. INCLUDE HANDICAPPED PARKING

AND STANDARD PARKING SPACES AS INDICATED IN THE DRAWINGS.

MAXIMIZE THE REMAINING PARKING LOT WITH STANDARD VEHICLE

PARKING. PARKING STALLS SHALL BE A MINIMUM OF 10 FEET x 20 FEET.

5. PREPARE ROAD SURFACE PRIOR TO APPLYING ROADWAY MARKINGS

PER MANUFACTURER'S INSTRUCTIONS.

TRAFFIC SIGN NOTES:

1. ALL SIGN MATERIALS AND INSTALLATION SHALL COMPLY WITH THE

LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES, SECTION 701 OF THE NMSHTD AND PLAN SHEET 6.

2. ALL SIGN PANELS SHALL CONFORM TO ASTM B 209. SIGN PANELS

SHALL BE CONSTRUCTED OF 0.125" ALUMINUM.

3. ALL TRAFFIC SIGNS WITH THE EXCEPTION OF ADA PARKING SIGNS

SHALL HAVE 2 - 1.75"x1.75" GALVANIZED SQUARE POSTS CONFORMING

TO ASTM A 1011, GRADE 55.

4. ALL SIGN SHEETING SHALL COMPLY WITH ASTM D4951 TYPE IX

DIAMOND GRADE VIP SHEETING.

5. NCHRP 350 COMPLAINT BREAKAWAYS REQUIRED ON ALL SIGN

INSTALLATIONS.

6. ALL NEW TRAFFIC SIGNS, SPECIFICATIONS AND PLACEMENT

DISTANCES SHALL BE PER SIGN DETAILS AND SIGN DISTANCES

TABLES OF THE "STANDARD HIGHWAY SIGNS" MANUAL, 2004 EDITION.

7. ALL NEW SIGNS SHALL BE INSTALLED AT DESIGNATED AREAS AND

NEW SIGN POSTS SHALL HAVE A "SLIPBASE SYSTEM" & SHALL BE

INSTALLED AT A SAFE CLEAR DISTANCE FROM THE EXISTING CURB OR

EDGE OF PAVEMENT.

8. ALL TRAFFIC SIGNS SHALL BE DISPOSED OFFSITE AT A STATE

LICENSED LANDFILL.

CONCRETE WHEEL STOP NOTES:

1. CONTRACTOR SHALL PROVIDE NEW 8'L x 5.25"H x 7.5"W

PREFABRICATED STEEL REINFORCED CONCRETE WHEEL STOPS. EACH

WHEEL STOP SHALL BE ANCHORED USING 2 - QUANTITY,

" DIAMETER,

24" LONG GALVANIZED STEEL DOWELS. WHEEL STOPS SHALL BE

CONSTRUCTED USING 4,000 PSI CONCRETE THAT HAS A MINIMUM OF 2

- QUANTITY #3 STEEL REINFORCED BARS SPACED EQUALLY APART.

TRAFFIC CONTROL GENERAL NOTES:

1. DEVELOP AND IMPLEMENT A GOVERNMENT APPROVED TRAFFIC

CONTROL PLAN FOR ALL ELEMENTS OF WORK. TRAFFIC CONTROL

PLAN SHALL BE DEVELOPED AND IMPLEMENTED AND MAINTAINED IN

ACCORDANCE WITH THE NMSHTD, SECTIONS 618, 702, AND CHAPTER 6

OF THE MUTCD. ALL WORK SHALL BE PERFORMED IN A MANNER THAT

PROVIDES 24 HOUR PER DAY, 7 DAYS A WEEK, VEHICULAR ACCESS

ADJACENT TO PROJECT AREA AND ADJACENT ACCESS ROADS IN A

SAFE MANNER.

MATERIAL TESTING NOTES:

1. 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 TESTING LABORATORY.

BID SET

100% DESIGN

DATE: 01 JULY 2019

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

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

SCALE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

ENGINEERING DIVISION

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

B-371 PARKING LOT REBUILD

AutoCAD SHX Text

WS-85210-2019-C-G-02

AutoCAD SHX Text

ARH

AutoCAD SHX Text

ARH

AutoCAD SHX Text

AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text 07/01/2019

NONE

PICATINNY AVE

B - 371 PARKING LOT - EXISTING SITE PLAN

SCALE 1:40

PLAN:

40' 80'0

103.32'

PROJECT AREA (APPROX. 3,167 SY)

EXISTING SEWER LINE WITH MANHOLE

EXISTING WATER LINE WITH VALVE

LEGEND

EXISTING WHEEL STOPS

BID SET

100% DESIGN

DATE: 01 JULY 2019

AutoCAD SHX Text S-375B

AutoCAD SHX Text Con.

AutoCAD SHX Text

AutoCAD SHX Text S-246

AutoCAD SHX Text Con.

AutoCAD SHX Text S-370

AutoCAD SHX Text T-357

AutoCAD SHX Text S-371

AutoCAD SHX Text S-379

AutoCAD SHX Text S-375C

AutoCAD SHX Text S-374

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

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

SCALE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

ENGINEERING DIVISION

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

EXISTING SITE PLAN

AutoCAD SHX Text

B-371 PARKING LOT REBUILD

AutoCAD SHX Text

WS-85210-2019-C-SP-03

AutoCAD SHX Text

ARH

AutoCAD SHX Text

ARH

AutoCAD SHX Text

AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text 07/01/2019

PICATINNY AVE

B - 371 PARKING LOT - DEMOLITION PLAN

SCALE 1:40

100'

3.84'

DEMOLITION WORK:

1. SAWCUT EXISTING PAVEMENT WITH A SMOOTH AND STRAIGHT CUT.

2. REMOVE APPROXIMATELY 3,167 SY OF ASPHALT PAVEMENT WITHIN BOUNDARIES SHOWN BY SCARIFYING TO DEPTH OF 8 IN., TO

INCLUDE ASPHALT LAYER, RESHAPE AND COMPACT TO 96% PER ASTM D1557. MILLINGS SHALL HAVE A DESIGNATED SIZE OF 1

INCH MINUS. ALL ESCESS SUB BASE AND ASPHALT SHALL BE DELIVERED AND STOCKPILED AT WSMR ROAD MAINTENANCE AREA

LOCATED SOUTH OF MLK AVE. ON WESSON ST. 1.6 MILES FROM PROJECT SITE.

KEYED NOTES:

1. REMOVE APPROX. 3,167 SY OF EXISITNG ASPHALT

2. REMOVE 8 WHEEL STOPS

3. SAWCUT EXISTING ASPHALT APPROX. 100 LF

40' 80'0

PLAN:

PROJECT AREA (APPROX. 3,167 SY)

EXISTING SEWER LINE WITH MANHOLE

EXISTING WATER LINE WITH VALVE

LEGEND

EXISTING WHEEL STOPS

BID SET

100% DESIGN

DATE: 01 JULY 2019

AutoCAD SHX Text S-375B

AutoCAD SHX Text Con.

AutoCAD SHX Text

AutoCAD SHX Text S-246

AutoCAD SHX Text Con.

AutoCAD SHX Text S-370

AutoCAD SHX Text T-357

AutoCAD SHX Text S-371

AutoCAD SHX Text S-379

AutoCAD SHX Text S-375C

AutoCAD SHX Text S-374

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

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

SCALE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

ENGINEERING DIVISION

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DEMOLITION PLAN

AutoCAD SHX Text

B-371 PARKING LOT REBUILD

AutoCAD SHX Text

WS-85210-2019-C-D-04

AutoCAD SHX Text

ARH

AutoCAD SHX Text

ARH

AutoCAD SHX Text

AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text 07/01/2019

B - 371 PARKING LOT - NEW WORK

SCALE 1:40

100'

3.84'

NEW WORK:

1. CONTRACTOR SHALL PROVIDE A TOPOGRAPHIC SURVEY SITE PLAN WITH EXISTING GRADE ELEVATIONS AND PROPOSED NEW

GRADING AND DRAINAGE.

2. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT BY SCARIFYING TO A DEPTH OF 8 INCHES, RESHAPE AND COMPACT TO

96% PER ASTM D1557. ALL EXCESS SUB BASE & ASPHALT SHALL BE DELIVERED & STOCKPILED AT WSMR ROAD MAINTENANCE

AREA LOCATED NEAR INTERSECTION OF MLK AVE. AND WESSON ST.

3. CONTRACTOR SHALL INSTALL AND COMPACT BASE COURSE LAYER TO A UNIFORM MINIMUM COMPACTED THICKNESS OF 6

INCHES AT A MAXIMUM DENSITY OF 96% PER ASTM D1557.

4. CONTRACTOR SHALL APPLY A PRIME AND TACK COAT. PRIME COAT SHALL BE APPLIED AT A RATE RANGING FROM 0.05 TO 1.0

GAL/SQUARE YARD.

5. CONTRACTOR SHALL APPLY A NEW 2" THICK CLASS "B" ASPHALT MIX WITH AN AGGREGATE GRADING DESIGNATION OF "B"

ASPHALT SURFACE COURSE. PERFORMANCE GRADE SHALL BE PG 64-22. REFER TO PLAN SHEET 2, GENERAL NOTES FOR

WATER STANDPIPE AND BORROW PIT LOCATION.

KEYED NOTES:

1. INSTALL APPROX. 3,167 SY OF NEW ASPHALT

2. INSTALL 8 NEW WHEEL STOPS

PROJECT AREA

40' 80'0

PLAN:

PROJECT AREA (APPROX. 3,167 SY)

EXISTING SEWER LINE WITH MANHOLE

EXISTING WATER LINE WITH VALVE

LEGEND

NEW WHEEL STOPS

NEW STOP SIGN

NEW TRAFFIC FLOW ARROW

BID SET

100% DESIGN

DATE: 01 JULY 2019

AutoCAD SHX Text S-375B

AutoCAD SHX Text Con.

AutoCAD SHX Text S-370

AutoCAD SHX Text T-357

AutoCAD SHX Text S-371

AutoCAD SHX Text S-379

AutoCAD SHX Text S-375C

AutoCAD SHX Text S-374

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

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

SCALE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

ENGINEERING DIVISION

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

NEW WORK

AutoCAD SHX Text

B-371 PARKING LOT REBUILD

AutoCAD SHX Text

WS-85210-2019-C-G-05

AutoCAD SHX Text

ARH

AutoCAD SHX Text

ARH

AutoCAD SHX Text

AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text 07/01/2019

B - 371 PARKING LOT - TRAFFIC SIGN & PAVEMENT MARKINGS

SCALE 1:40

100'

3.84'

TRAFFIC SIGN & PAVEMENT MARKING WORK:

KEYED NOTES:

1. STRIPE 45° - SEVENTEEN (17) EA., STANDARD PARKING STALLS WITH A TYPE "H" EXTRUDED THERMOPLASTIC PAVEMENT

MARKING MATERIAL. REFER TO PLAN SHEET 7, STANDARD PARKING SPACE DETAIL AND PLAN SHEET 2, GENERAL NOTES.

2. PAINT TWO (2) EA., ARROW ON ASPHALT PAVEMENT. REFER TO DETAILS, PLAN SHEET 7, ARROW PAVEMENT MARKING DETAIL.

3. STRIPE WHITE GORE LINES, EXTRUDED THERMOPLASTIC PAVEMENT MARKING MATERIAL; APPROXIMATELY 40SF.

4. INSTALL ONE (1) EA., NEW STOP SIGN, 24"x24"

PROJECT AREA

40' 80'0

PLAN:

PROJECT AREA (APPROX. 3,167 SY)

EXISTING SEWER LINE WITH MANHOLE

EXISTING WATER LINE WITH VALVE

LEGEND

WHEEL STOPS

NEW STOP SIGN

TRAFFIC FLOW ARROW

BID SET

100% DESIGN

DATE: 01 JULY 2019

AutoCAD SHX Text S-375B

AutoCAD SHX Text Con.

AutoCAD SHX Text S-370

AutoCAD SHX Text T-357

AutoCAD SHX Text S-371

AutoCAD SHX Text S-379

AutoCAD SHX Text S-375C

AutoCAD SHX Text S-374

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

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

SCALE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

ENGINEERING DIVISION

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

TRAFFIC SIGNS & PAVEMENT MARKINGS

AutoCAD SHX Text

B-371 PARKING LOT REBUILD

AutoCAD SHX Text

WS-85210-2019-C-G-06

AutoCAD SHX Text

ARH

AutoCAD SHX Text

ARH

AutoCAD SHX Text

AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text 07/01/2019

STOP

R1-1

8'-0'

1. ASSEMBLE SIGN POST AND ANCHOR POST WITH

BOLTS AND FLAT WASHERS PER BOLT AS SHOWN.

2. SHIM AS REQUIRED TO PLUMB POST.

3. TIGHTEN ALL BOLTS THE MAXIMUM POSSIBLE WITH 12 TO 15 INCH

WRENCH TO CLEAN BOLTS THREADS AND TO BED WASHERS AND

SHIMS.

4. LO0SEN EACH BOLT IN SEQUENCE AND RE-TIGHTEN BOLTS IN A

SYSTEMATIC ORDER TO THE PRESCRIBED TORQUE. DO NOT OVER

TIGHTEN.

5. TO PREVENT NUT LOOSENING, BURR THREADS OF BOLT AT JUNCTION

WITH NUT USING A CENTER PUNCH.

TRIANGULAR SLIPBASE ASSEMBLY-BOLTING PROCEDURES:

I N

A X

CORNER BOLT

FINISHED GRADE

HOLES 1" FOUR SIDES, 1.75" X

1.75" POST

BOLT STOP FOR SIGN

POST

ANCHOR SLEEVE (ONE SIZE LARGER

THAN POST)

HOLES 1" FOUR SIDES, 1.75"

X 1.75" POST; 12 GAUGE

W/NESTED POST ANCHOR

SYSTEM

BENDING DESIGN

BREAKAWAY

ANCHOR SLEEVE (ONE SIZE

LARGER THAN POST)

I N

2' min - 6' max

Edge of Shoulder

VARIES

SEAL

" DEEP

HOLE W/ MORTAR

2 - #3 REBAR

DIA. DOWEL

(24" LONG)

7.5"

4000 PSI

CONC.

3'-6" MIN.

I N

12"

18"

SOLID

WHITE

I N

10'-0" MIN.

Y P

℄ OF PARKING

STALLS

4" WHITE SOLID

PAVEMENT

MARKING

EXTRUDED

THERMOPLASTIC

PAVEMENT

MARKING MATERIAL

LETTERS - WHITE

(RETRO-REFLECTIVE)

BORDER TRIM - WHITE

(RETRO-REFLECTIVE)

BOARD BACKGROUND - RED

(RETRO-REFLECTIVE)

BID SET

100% DESIGN

DATE: 01 JULY 2019

AutoCAD SHX Text

AutoCAD SHX Text 7A

AutoCAD SHX Text

SLIPBASE SYSTEM

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

THERE ARE VARIOUS DEVICES APPROVED FOR THE SLIPBASE SYSTEM. THE DEVICES SHALL BE

AutoCAD SHX Text INSTALLED PER MANUFACTURE'S SPECIFICATIONS AND RECOMMENDATIONS. INSTALLATION PROCEDURES

AutoCAD SHX Text

SHALL BE PROVIDED TO THE ENGINEER BY CONTRACTOR.

AutoCAD SHX Text 7B

AutoCAD SHX Text

PRECAST CONCRETE WHEEL STOP

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text 7B

AutoCAD SHX Text

SECTION

AutoCAD SHX Text 7B

AutoCAD SHX Text

ISOMERIC VIEW

AutoCAD SHX Text 7C

AutoCAD SHX Text

SIGN POST DETAIL

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text 7D

AutoCAD SHX Text

ARROW EXTRUDING THERMOPLASTIC PAVEMENT MARKING

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text 7E

AutoCAD SHX Text

STANDARD PARKING SPACE DETAIL

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text 7F

AutoCAD SHX Text

STOP SIGN DETAIL

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

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

SCALE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

ENGINEERING DIVISION

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

TRAFFIC SIGN & MARKING DETAILS

AutoCAD SHX Text

B-371 PARKING LOT REBUILD

AutoCAD SHX Text

WS-85210-2019-C-DT-07

AutoCAD SHX Text

ARH

AutoCAD SHX Text

ARH

AutoCAD SHX Text

AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text 07/01/2019

Sheets and Views

B-371 Parking Lot Rebuild-COVER_1

B-371 Parking Lot Rebuild-GENERAL NOTES_2

B-371 Parking Lot Rebuild-SITE PLAN_3

B-371 Parking Lot Rebuild-DEMOLITION PLAN_4

B-371 Parking Lot Rebuild-NEW WORK_5

B-371 Parking Lot Rebuild-TRAFFIC SIGNS_6

B-371 Parking Lot Rebuild-PVMT MRK DETAILS_7

File details come from the government source that posted it.