100__Bid_Set_Design_Drawings_for_B-460-B-462_-_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

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100% Bid Set Design_Drawings for B-460-B-462 - W911SG19B0013

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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___Design_drawings_for_B-1407__W911SG19B0013.pdf	PDF	Aug 1, 2019
100__Bid_Set_Design_Drawings_for_B-371_W911SG19B0013.pdf	PDF	Aug 1, 2019

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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

A D

L A

C R O

S S E

S T R E E T

H A W

S T R E E T

D A R T

S T R E E T

TO HIGHWAY 70/

LAS CRUCES

TOT LOT

PAVILION

TOT LOT

WATERTOWN AVENUE

Match Line A

MDP

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, B-460

WS-85120-2019-C-G-04 NEW WORK, B-460

WS-85120-2019-C-G-05 TRAFFIC SIGNS & PAVEMENT MARKINGS, B-460

WS-85120-2019-C-SP-06 SITE PLAN, B-462

WS-85120-2019-C-G-07 NEW WORK, B-462

WS-85120-2019-C-DT-08 HANDICAP PARKING DETAIL

WS-85120-2019-C-DT-09 TRAFFIC SIGNS & PAVEMENT MARKING DETAIL

N W

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-460/B-462

PARKING LOTS

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MAT'L

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POST KENNELS

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WELL #15

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FIRE STATION

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TELEPHONE

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EXCHANGE

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TANKS

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TANKS

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WATER TANK

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WTC

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POST DENTAL

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HEALTH CLINIC

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POST THEATER

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POST OFFICE

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PUBLIC

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ELEVATED TANK

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WELL #16

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WHITE SANDS

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PLAYGROUND

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SOCCER

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HEADQUARTERS AVENUE

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HEADQUARTERS AVENUE

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CROZIER STREET

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BENET STREET

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DYER STREET

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SIOUX STREET

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SIERRA STREET

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RIPLEY STREET

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DEWEY STREET

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PARSONS STREET

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BENET STREET

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CROZIER STREET

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HEADQUARTERS AVENUE

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SIOUX STREET

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RAMSEY STREET

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WESSON STREET

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BOMFORD STREET

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RAMSEY STREET

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CRAIG STREET

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WATERTOWN AVENUE

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CRAIG STREET

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POLARIS

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TOOELE AVENUE

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ROSSFORD

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POLARIS STREET

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JUPITER DRIVE

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JUPITER DRIVE

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TALOS

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AEROBEE AVENUE

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ABERDEEN AVE

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RIPLEY ST

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LETTERKENNY

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TOOELE AVE

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ROSSFORD AVE

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GODDARD AVENUE

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ANNISTON

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HALSEY STREET

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BLANDY STREET

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NOBLE STREET

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HOF STREET

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RADFORD STREET

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ABERDEEN AVENUE

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ABERDEEN AVE

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DYER STREET

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BENET STREET

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CROZIER STREET

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DYER STREET

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FLAGLER STREET

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BENET STREET

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WESSON STREET

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RAMSEY STREET

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WESSON STREET

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MERCURY AVENUE

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VIKING STREET

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TERRIER AVE

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TALOS

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AVE

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DEACON AVE

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VIKING STREET

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LOKI STREET

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ROCK ISLAND AVE

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RIPLEY ST

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LAKE CITY AVE

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RIPLEY STREET

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AEROBEE

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AEROBEE AVE

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JOLIET STREET

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HOF STREET

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MILAN STREET

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ROCK ISLAND AVE

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HOF STREET

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FRANKFORD STREET

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DETROIT STREET

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SPRINGFIELD STREET

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ROCK ISLAND AVENUE

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WSMR RD. 115

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PICATINNY AVENUE

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ATLAS STREET

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VANGUARD DRIVE

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VANGUARD DRIVE

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VANGUARD DR

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VIKING STREET

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RAVENNA AVENUE

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BASKETBALL

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HERCULES STREET

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ZUNI DRIVE

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PICATINNY AVE

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ZUNI DRIVE

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AEROBEE AVE

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CROZIER STREET

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HEADQUARTERS AVENUE

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ZEUS DRIVE

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SATURN AVENUE

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ZEUS DRIVE

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PERSHING DRIVE

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THOR STREET

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PERSHING DR

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HERCULES STREET

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SATURN AVENUE

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ZUNI DR

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HUGHES ROAD

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MEDICAL

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DYER STREET

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GATE

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GATE

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GATE

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PLAYGROUND

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GODDARD AVE

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CHAPEL

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FIRE TRAINING AREA

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CONTRACTORS YARDS

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CONTRACTORS YARDS

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HELIPAD

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MOUNTAINVIEW

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CAFE

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POST

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HEADQUARTERS

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MILITARY PERSONNEL

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& ID CARDS

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COMMISSARY

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BOWLING ALLEY

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GYM

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GODDARD FIELD

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BASEBALL

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TENNIS

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COURTS

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MISSILE PARK

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MUSEUM

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RANGE CONTROL

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J.W. COX

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CENTER

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WELL #22

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HELIPAD

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JFK

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SERVICE

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STATION

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RECEPTION

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CENTER

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SCALE

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ELECTRONIC

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SITE

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QUEEN

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YOUTH

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PAVILLION

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AND ACOE

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LODGE

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VOLUNTEER

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PARK

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STA

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CAL

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LAB

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CLINIC

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RECREATION

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EQUIPMENT

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ISSUE

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EXCHANGE

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FIELD

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FIELDS

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SCHOOL

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ID & IS

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TEST

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GOLF COURSE

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FIELD

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BASEBALL

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FIELD

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CIRCLE

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AVE

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ELECTROMAGNETIC

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VULNERABILITY

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ASSESSMENT

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FACILITY

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WSFCU

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POOL AND

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GMH

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(PX)

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ACS

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AREA

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BATTALION

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HEADQUARTERS

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COMPANY

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OPERATIONS FACILITY

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TACTICAL EQUIPMENT

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MAINTENANCE FACILITY

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DIRECTORATE OF PUBLIC WORKS

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CHIEF, ENGINEERING DIVISION

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DATE

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APPROVED

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RECOMMENDED

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BRANCH CHIEF

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SUBMITTED

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PROJECT MANAGER

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CHECKED BY

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DRAWN BY

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NO.

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DATE

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WHITE SANDS MISSILE RANGE, N.M.

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DRAWING NUMBER

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SCALE

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SHEET

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ENGINEERING DIVISION

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PLATE

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DESCRIPTION

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REVISIONS

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APPROVED

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B-460/B-462 PARKING LOT RECONDITION

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COVER SHEET/DRAWING INDEX

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B-460/B-462 PARKING LOT RECONDITION

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WS-85210-2019-G-GI-01

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GHB

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GHB

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NONE

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WHITE SANDS MISSILE RANGE, NEW MEXICO

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DIRECTORATE OF PUBLIC WORKS

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ENGINEERING DIVISION

BID SET

100% DESIGN

DATE: 01 JULY 2019

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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 complete 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, and local codes and amendments as adopted by the government for service intended by the Contracting Officer. The install of all materials and equipment shall be made by experience and licensed craftsman in a neat worksman 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 the 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 The drawings are diagrammatic only but are required to be followed as closely as actual construction conditions and work of other trades permit. 5. Contractor is to field verify all existing utilities prior to any excavation for Contractor is to field verify all existing utilities prior to any excavation for new signs post/pole foundations. 6. Crack and joint sealant material shall be hot-poured sealant conforming Crack and joint sealant material shall be hot-poured sealant conforming to the general and physical requirements of AASHTO M301 or AASHTO M173. 7. Routers shall be equipped with bits that are inch in diameter or greater Routers shall be equipped with bits that are inch in diameter or greater 12 inch in diameter or greater as dictated by the project requirements and which provide to 1 inch 34 to 1 inch depth of cut. 8. Cracks shall be routed and cleaned prior to crack and joint sealant Cracks shall be routed and cleaned prior to crack and joint sealant material applied. 9. Contractor shall seal each joint such that after cooling, the level of the Contractor shall seal each joint such that after cooling, the level of the sealant is no more than inch below the pavement surface, but not 12 inch below the pavement surface, but not above the pavement surface. Use a squeegee to ensure that a 3 inch wide band is centered on the finished sealed crack. 10. Contractor shall provide a Master Seal Tire Rubber Modified Surface Sealer Contractor shall provide a Master Seal Tire Rubber Modified Surface Sealer (TRMSS) fog seal or Government approved equal on both parking lots, B-460/B-462 per manufacturer specifications. 11. Vehicular traffic will not be permitted on the pavement surface for a Vehicular traffic will not be permitted on the pavement surface for a minimum of two hours after application to allow for curing and eliminate pickup or tracking of the sealant. Contractor shall follow manufacturer recommendations for curing times. Curing times are dependent upon weather and ambient temperature. 12. Apply water for dust control per section 158 of the FP-03. Contractor Apply water for dust control per section 158 of the FP-03. Contractor may utilize water standpipe located approximately 1.4 miles southeast of project site (Lat. = 32.36923; Long. = -106.47905).

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1. Contractor shall remove all existing traffic signs within prjoect area Contractor shall remove all existing traffic signs within prjoect area and install new signs per Plan Sheet 5. 2. All sign materials and installation shall comply with the latest edition All sign materials and installation shall comply with the latest edition of the Manual on Uniform Traffic Control Devices, Section 701 of NMSHTD and Plan Sheet 7. 3. All sign panels shall conform to ASTM B 209. Sign panels shall be All sign panels shall conform to ASTM B 209. Sign panels shall be constructed of 0.125" Aluminum. 4. All traffic signs shall have 2 - 1.75"x1.75" galvanized square post All traffic signs shall have 2 - 1.75"x1.75" galvanized square post conforming to ASTM A 1011, grade 55. 5. All sign sheeting shall comply with ASTM D4951 Type IX Diamond All sign sheeting shall comply with ASTM D4951 Type IX Diamond Grade VIP Sheeting. 6. NCHRP 350 compliant breakaways sleeves required on all sign NCHRP 350 compliant breakaways sleeves required on all sign installations with the exception of delineators. 7. All new traffic signs, specifications and placement distances are as All new traffic signs, specifications and placement distances are as per sign details and sign distances tables of the "standard highway signs" standard manual, 2009 edition. 8. All new signs are to be installed at designated areas and new sign All new signs are to be installed at designated areas and new sign posts should have a "slipbase system" & shall be installed at a safe clear distance from the existing curb or edge of pavement. 9. All traffic signs and posts shall be disposed offsite at a State All traffic signs and posts shall be disposed offsite at a State Licensed Landfill.

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1. Develop and implement a Government approved traffic control plan for Develop and implement a Government approved 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 and access to adjacent roads in a safe manner.

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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 per Plan Sheet 5 & 7 and shall conform to the standard highway colors per Section 634.08 of the FP-03. 2. All pavement markings shall be installed by using Type "B" Waterborne All pavement markings shall be installed by using Type "B" Waterborne Type "B" Waterborne Acrylic pavement marking material with glass beads per Section 634.08 of the FP-03 & Plan Sheet 5 & 7 of drawings. Application shall be . Application shall be 12# beads per 100 S.F. Quantities per Plan Sheet 5. 3. All specifications for pavement markings shall be per the Manual on All specifications for pavement markings shall be per the Manual on Uniform Traffic Control Devices (MUTCD) standard manual, 2009 Edition. 4. Edge line striping should typically be placed 6 inches from the edge of Edge line striping should typically 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. Prepare road surface prior to applying roadway markings per mfg. Prepare road surface prior to applying roadway markings per mfg. instructions.

AutoCAD SHX Text Pavement Marking Notes::

AutoCAD SHX Text Material Testing Notes:

AutoCAD SHX Text

1. During construction, material testing services shall include but 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.

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DIRECTORATE OF PUBLIC WORKS

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CHIEF, ENGINEERING DIVISION

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DATE

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APPROVED

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RECOMMENDED

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BRANCH CHIEF

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SUBMITTED

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PROJECT MANAGER

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CHECKED BY

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DRAWN BY

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NO.

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DATE

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WHITE SANDS MISSILE RANGE, N.M.

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DRAWING NUMBER

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SCALE

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SHEET

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ENGINEERING DIVISION

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PLATE

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DESCRIPTION

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REVISIONS

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APPROVED

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GENERAL NOTES

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PARKING LOT RECONDITION

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WS-85210-2019-C-G-02

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GHB

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GHB

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AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text 07/01/2019

NONE

CONSTRUCTION

LIMITS

BID SET

100% DESIGN

DATE: 01 JULY 2019

AutoCAD SHX Text B-460

AutoCAD SHX Text B-462

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B-460 CRACK/FOG SEAL - EXISTING SITE PLAN NOT TO SCALE

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JOLIET ST.

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HOF ST.

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FLAGLER ST.

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MAIN ST.

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DIRECTORATE OF PUBLIC WORKS

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CHIEF, ENGINEERING DIVISION

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DATE

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RECOMMENDED

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BRANCH CHIEF

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SUBMITTED

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CHECKED BY

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DRAWN BY

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NO.

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DATE

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WHITE SANDS MISSILE RANGE, N.M.

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DRAWING NUMBER

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SCALE

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SHEET

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ENGINEERING DIVISION

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PLATE

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DESCRIPTION

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REVISIONS

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APPROVED

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B-460 SITE PLAN

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PARKING LOT RECONDITION

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WS-85210-2019-C-SP-03

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GHB

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GHB

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AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text 07/01/2019

100% DESIGN

DATE: 01 JULY 2019

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B-460 CRACK/FOG SEAL - NEW WORK NOT TO SCALE

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1. Seal each joint such that, after cooling, the level of the sealant is no more than inch below Seal each joint such that, after cooling, the level of the sealant is no more than inch below 18 inch below the pavement surface, but not above the pavement surface. Use a squeegee to ensure that a 3 inch wide band is centered on the finished sealed crack. 2. Provide 15,200 linear feet of crack seal and 3,500 SY of Seal Master Tire Rubber Modified Provide 15,200 linear feet of crack seal and 3,500 SY of Seal Master Tire Rubber Modified Surface Sealer (TRMSS) fog seal or Government approved equal within parking lot to include access driveway area. 3. Crack and joint sealant material shall be hot-poured sealant conforming to the general and Crack and joint sealant material shall be hot-poured sealant conforming to the general and physical requirements of AASHTO M301 or AASHTO M173. 4. Routers shall be equipped with bits that are inch in diameter and which provide to 1 inch Routers shall be equipped with bits that are inch in diameter and which provide to 1 inch 12 inch in diameter and which provide to 1 inch 34 to 1 inch depth of cut. 5. Cracks that are inch or less shall be routed, cleaned out with compressed air and filled with Cracks that are inch or less shall be routed, cleaned out with compressed air and filled with 12 inch or less shall be routed, cleaned out with compressed air and filled with crack sealant. All other cracks greater than inch shall be cleaned with compressed air and 12 inch shall be cleaned with compressed air and filled with crack sealant. 6. Contractor shall patch parking lot damaged areas (approximately 275 SY) with a 2" Bituminous Contractor shall patch parking lot damaged areas (approximately 275 SY) with a 2" Bituminous Hot Mix Asphalt Concrete (HMAC) per Section 417 of New Mexico State Highway and Transportation Department (NMSHTD, 2014 Edition). Patch work consists of saw-cutting, remove existing asphalt, compacting subgrade to 96% per ASTM D1557 and applying a tack coat per Section 407 of NMSHTD (2014 Edition). 7. Vehicular traffic will not be permitted on the pavement surface until sufficient curing time has Vehicular traffic will not be permitted on the pavement surface until sufficient curing time has elapsed to eliminate pickup or tracking of the sealant.

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DIRECTORATE OF PUBLIC WORKS

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CHIEF, ENGINEERING DIVISION

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DATE

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APPROVED

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RECOMMENDED

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BRANCH CHIEF

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SUBMITTED

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PROJECT MANAGER

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CHECKED BY

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DRAWN BY

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NO.

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DATE

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WHITE SANDS MISSILE RANGE, N.M.

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DRAWING NUMBER

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SCALE

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SHEET

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ENGINEERING DIVISION

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PLATE

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DESCRIPTION

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REVISIONS

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APPROVED

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B-460 NEW WORK

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PARKING LOT RECONDITION

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WS-85210-2019-C-G-04

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GHB

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GHB

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AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text 07/01/2019

PROVIDE 330 LINEAR FEET

(EA. SOLID LINE, TWO

COATS) TYPE "B"

WATERBORNE ACRYLIC PAINT

(YELLOW)

BID SET

100% DESIGN

DATE: 01 JULY 2019

AutoCAD SHX Text

B-460 CRACK/FOG SEAL - TRAFFIC SIGNS & PAVEMENT MARKINGS NOT TO SCALE

AutoCAD SHX Text

1. Stripe 45 standard parking spaces with a Type "B" Waterborne Acrylic Traffic Stripe 45 standard parking spaces with a Type "B" Waterborne Acrylic Traffic ° standard parking spaces with a Type "B" Waterborne Acrylic Traffic Pavement Marking per Section 634.04 of the Federal Administration (FP-03). Apply 2,640 linear feet (Includes two coats). 2. Stripe ADA parking spaces. Refer to Handicap Details Plan Sheet 6. Stripe ADA parking spaces. Refer to Handicap Details Plan Sheet 6. 3. Stripe Van Accesible ADA parking space. Refer to Handicap Details Plan Sheet 6. Stripe Van Accesible ADA parking space. Refer to Handicap Details Plan Sheet 6. 4. Paint arrow on asphalt pavement. Refer to Details, Plan Sheet 7, Arrow Pavement Paint arrow on asphalt pavement. Refer to Details, Plan Sheet 7, Arrow Pavement t Marking Detail. 5. Contractor shall remove 6 Handicap Accessible signs with posts and install 3-each, Contractor shall remove 6 Handicap Accessible signs with posts and install 3-each, 6 Handicap Accessible signs with posts and install 3-each, 12"x18" No Parking Handicap Signs; three R7-8 and 1-each, 6"x12" Van Accessible Sign; one R7-8b per MUTCD standards. Refer to Details, Plan Sheets 2, 6 & 7. Handicap signs shall have single square posts, 1.75"x1.75" and 2"x2" square breakaway posts. 6. Contractor shall remove, store and reinstall 12-each concrete wheel stops. Provide Contractor shall remove, store and reinstall 12-each concrete wheel stops. Provide 2-each, 24 inch #5 rebar dowels per wheel stop to hold in place. 7. Contractor shall install 4-each, 30"x30" Do Not Enter Signs with double square Contractor shall install 4-each, 30"x30" Do Not Enter Signs with double square posts, 1.75"x1.75" and 2"x2" square breakaway posts. 8. Contractor shall paint existing blue curb with two coats gray colored paint to match Contractor shall paint existing blue curb with two coats gray colored paint to match concrete as closely as possible. Linear footage of curb to be painted is 75' each at 2 coats. 9. Contractor shall paint existing red/yellow no parking lane curb with two coats red Contractor shall paint existing red/yellow no parking lane curb with two coats red colored paint and provide "No Parking Lane" stencil in white paint. Linear footage of curb to be painted is 215' each at 2 coats. 10. Contractor shall remove and dispose of 2-each, 30"x30" Do Not Enter Signs to Contractor shall remove and dispose of 2-each, 30"x30" Do Not Enter Signs to include posts.

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DIRECTORATE OF PUBLIC WORKS

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CHIEF, ENGINEERING DIVISION

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DATE

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APPROVED

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RECOMMENDED

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BRANCH CHIEF

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SUBMITTED

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CHECKED BY

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DRAWN BY

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NO.

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DATE

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WHITE SANDS MISSILE RANGE, N.M.

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DRAWING NUMBER

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SCALE

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SHEET

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ENGINEERING DIVISION

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PLATE

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DESCRIPTION

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REVISIONS

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APPROVED

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B-460 TRAFFIC SIGNS & PAVEMENT MARKINGS

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PARKING LOT RECONDITION

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WS-85210-2019-C-G-05

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GHB

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GHB

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AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text 07/01/2019

Existing ADA parking sign.

100% DESIGN

DATE: 01 JULY 2019

AutoCAD SHX Text B-462 Parking Lot Recondition

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AutoCAD SHX Text Hash Area Extent of Crack Seal, Fog Seal, & Marking for Building 462 Parking lot

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DIRECTORATE OF PUBLIC WORKS

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CHIEF, ENGINEERING DIVISION

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DATE

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APPROVED

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RECOMMENDED

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BRANCH CHIEF

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SUBMITTED

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CHECKED BY

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DRAWN BY

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NO.

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DATE

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WHITE SANDS MISSILE RANGE, N.M.

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DRAWING NUMBER

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SCALE

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SHEET

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ENGINEERING DIVISION

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PLATE

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DESCRIPTION

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REVISIONS

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APPROVED

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B-462 SITE PLAN

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PARKING LOT RECONDITION

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WS-85210-2019-C-SP-06

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GHB

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GHB

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AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text 07/01/2019

214'-10"

177'

19'-9"20'-2" 42'-9"

20'

10'

B-462 PARKING LOT - NEW WORK - NOT TO SCALE

New Work:

1. All pavement markings & striping should be 4" white or yellow as indicated on the details or plan sheets and shall conform to the standard highway colors.

2. The materials used for markings shall provide the specified color throughout their useful life, consideration should be given to selecting pavement markings materials that will minimize tripping or loss of traction for pedestrians or bicyclists, follow FP-03 requirements.

3. All specifications for pavement markings markers are as per the (MUTCD) "Manual on Uniform Traffic Control devices" standard manual, latest edition.

4. All typical sizes of words and arrows for normal installation may be reduced approximately one third for low speed traffic flow or as agreed by the COR and directed by the contracting officer.

5. All pavement markings are to be installed by using 2 coats of type B waterborne acrylic pavement marking material with glass beads. Application shall be 12# of beads per 100 S.F. of markings.

Pavement Marking Notes:

1. Seal approximately 6,000 linear feet of existing cracks. Crack and joint sealant material shall be hot-poured sealant conforming to the general and physical requirements of AASHTO M301 or AASHTO

M173.

2. Routers shall be equipped with bits that are 1/2 inch in diameter and which provide a 3/4 to 1 inch depth of cut.

3. Cracks that are 1/2 inch or less shall be routed, cleaned out with compressed air and filled with crack sealant. All other cracks greater than 1/2 inch shall be cleaned with compressed air and filled with crack sealant.

4. Seal each joint such that after cooling, the level of the sealant is no more than 1/8 inch below the pavement surface, but not above the pavement surface. Use a squeegee to ensure that a 3 inch wide band is centered on the finished sealed crack.

5. Contractor shall provide two (2) coats of a TRMSS SealMaster LV Concentrate pavement fog sealer or Government approved equal. One-half of the application shall be sprayed in each direction to prevent build up on one side of stones. Parking lot area is approximately 1,320 square yards.

6. Follow manufacturers recommended curing time before allowing vehicular traffic on the pavement surface to eliminate pickup or tracking of the sealant.

7. Stripe 60° standard parking spaces with two (2) coats white, Type B Waterborne acrylic Traffic

Paint. Refer to Detail this Sheet, Standard Parking Space Detail. Parking lot area will accomodate approximately 26 standard spaces and 2 ADA accessible apaces.

8. Stripe 2 ADA parking spaces 1 of the spaces shall be van accessible, refer to handicap details sheet 8.

9. Leave 2 of the 5 ADA parking signs, At the new van accessible space install a new van accessible sign to the existing pole, refer to details sheet 8. Remove 3 of the 5 existing ADA signs and posts. Posts and footing shall be removed below grade.

7. 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.

8. Layout on drawing is suggested. Contractor shall provide a layout that maximizes parking spaces using 60 degree 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 of 10 feet x 20 feet.

9. All paint markings shall comply with the Manual of Uniform Traffic Control

Devices.

10. Prepare road surface and apply per mfg. instructions.

Building 462

Leave ADA Parking Sign.

Leave ADA Parking Sign, and add van accessible sign to post.

Remove existing parking signs & posts. Parking signs in good condition, that can be salvaged, deliver to WSMR sign shop Bldg., 1832. The COR shall determine if existing signs are salvageable. All other unsalvageable signs shall be disposed offsite at a State Licensed Landfill.

BID SET

100% DESIGN

DATE: 01 JULY 2019

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VAN

AutoCAD SHX Text Existing ADA Ramp

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DIRECTORATE OF PUBLIC WORKS

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CHIEF, ENGINEERING DIVISION

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DATE

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APPROVED

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RECOMMENDED

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BRANCH CHIEF

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SUBMITTED

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PROJECT MANAGER

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CHECKED BY

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DRAWN BY

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NO.

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DATE

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WHITE SANDS MISSILE RANGE, N.M.

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DRAWING NUMBER

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SCALE

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SHEET

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ENGINEERING DIVISION

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PLATE

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DESCRIPTION

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REVISIONS

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APPROVED

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B-462 NEW WORK

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PARKING LOT RECONDITION

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WS-85210-2019-C-G-07

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GHB

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GHB

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AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text 07/01/2019

RESERVED

PARKING

This Drawing Produced by the U.S. Access Board

BID SET

100% DESIGN

DATE: 01 JULY 2019

AutoCAD SHX Text 6-3-08

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NO SCALE

AutoCAD SHX Text 1-25

AutoCAD SHX Text 26-50

AutoCAD SHX Text 51-75

AutoCAD SHX Text 76-100

AutoCAD SHX Text 101-150

AutoCAD SHX Text 151-200

AutoCAD SHX Text 201-300

AutoCAD SHX Text 301-400

AutoCAD SHX Text 401-500

AutoCAD SHX Text 501-1000

AutoCAD SHX Text Greater than 1001

AutoCAD SHX Text 20 plus 1 for each 100 or

AutoCAD SHX Text fraction thereof over 1001

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AutoCAD SHX Text 2 percent of total

AutoCAD SHX Text Total Number of

AutoCAD SHX Text Minimum Number of Disabled

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TABLE A

AutoCAD SHX Text See Notes 2 and 6

AutoCAD SHX Text 2'-0" Min unobstructed area

AutoCAD SHX Text White ISA

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ISA MARKING

AutoCAD SHX Text See Revised Std Plan RSP A24C

AutoCAD SHX Text 9'-0" Min

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SINGLE PARKING STALL

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DETAIL A

AutoCAD SHX Text Blue Background

AutoCAD SHX Text SIGN R7-8b

AutoCAD SHX Text 18'-0" Min

AutoCAD SHX Text 9'-0" Min

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DOUBLE PARKING STALL

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text Curb

AutoCAD SHX Text White line

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AutoCAD SHX Text 9'-0" Min

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DEPARTMENT OF TRANSPORTATION

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ACCESSIBLE PARKING

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OFF-STREET

AutoCAD SHX Text ISA Marking at rear limits of stall, See Detail A

AutoCAD SHX Text 2% Max

AutoCAD SHX Text 8.33% Max

AutoCAD SHX Text Curb ramp, See Note 7

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AutoCAD SHX Text 5'-0" Min

AutoCAD SHX Text Curb Ramp, See Note 7

AutoCAD SHX Text Retaining curb if necessary

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text 2% Max

AutoCAD SHX Text 8.33% Max

AutoCAD SHX Text 2% Max

AutoCAD SHX Text 8.33% Max

AutoCAD SHX Text 2'-0" Min unobstructed area

AutoCAD SHX Text See Note 3

AutoCAD SHX Text ISA Parking Sign, See Notes 2 and 13

AutoCAD SHX Text See Note 3

AutoCAD SHX Text See Note 9

AutoCAD SHX Text Regular non-accessible parking stall

AutoCAD SHX Text See Note 9

AutoCAD SHX Text

DIAGONAL DOUBLE PARKING STALLS

AutoCAD SHX Text ISA Marking at rear limit of stall, See Detail A

AutoCAD SHX Text ISA Marking at rear limits of stall, See Detail A

AutoCAD SHX Text 4'-0" Min

AutoCAD SHX Text 2% Max

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text 4" White line diagonals at 3'-0" Max centers, See Note 8

AutoCAD SHX Text 4" Blue line borders

AutoCAD SHX Text 5'-0" Min for regular accessible parking stall 8'-0" Min for van accessible parking stall, See Notes 2, 11 and 12

AutoCAD SHX Text 4" White line diagonals at 3'-0" Max centers, See Note 8

AutoCAD SHX Text 4"

AutoCAD SHX Text 4" Blue

AutoCAD SHX Text 4" White line

AutoCAD SHX Text 4" White line diagonals at 3'-0" Max centers, See Note 8

AutoCAD SHX Text ISA = International Symbol of Accessibility

AutoCAD SHX Text 6" Typ

AutoCAD SHX Text 4'-0" Min

AutoCAD SHX Text See Note 3

AutoCAD SHX Text 4" White line

AutoCAD SHX Text Accessible Parking Spaces or Stalls

AutoCAD SHX Text Parking Spaces or Stalls

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text 5'-0" Min

AutoCAD SHX Text 2% Max

AutoCAD SHX Text 8.33% Max

AutoCAD SHX Text 2% Max

AutoCAD SHX Text 8.33% Max

AutoCAD SHX Text 6" Typ

AutoCAD SHX Text Retaining curb if necessary

AutoCAD SHX Text 5'-0" Min between regular accessible parking stalls 8'-0" Min to the right of each van accessible parking stall, See Notes 2 and 12

AutoCAD SHX Text White border

AutoCAD SHX Text 5'-0" Min between regular accessible parking stalls ls 8'-0" Min to the right of each van accessible parking stall, See Notes 2 and 12

AutoCAD SHX Text

1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13.

AutoCAD SHX Text Accessible parking spaces serving a particular building shall be located on the shortest accessible route of travel from adjacent parking to an accessible entrance. In parking facilities that do not serve a particular building, accessible parking shall be located on the shortest accessible route of travel to an accessible pedestrian entrance of the parking facility. One in every eight accessible off-street parking stalls, but not less than one, shall be served by an accessible aisle of 8'-0" minimum width and shall be signed van accessible. The R7-8b sign shall be mounted below the R99B (CA) plaque or the R99C (CA) sign. In each parking stall, a curb or bumper shall be provided and located to prevent encroachment of vehicles over the required width of walkways. Parking stalls shall be so located that persons with disabilities are not compelled to wheel or walk behind parked cars other than their own. Surface slopes of accessible off-street parking stalls shall be the minimum possible and shall not exceed 2 percent in any direction. Table A shall be used to determine the required number of accessible parking stalls in each parking lot or garage. Where Plaque R99B (CA), Sign R99C (CA) or Sign R7-8b are installed, the bottom of the sign or plaque panel shall be a minimum of 7'-0" above the surrounding surface. Curb ramps shall conform to the details shown on Revised Standard Plan RSP A88A. Blue paint, instead of white may be used for marking accessibility aisles in areas where snow may cause white markings to not be visible. The words "NO PARKING", shall be painted in white letters no less than 1'-0" high and located so that it is visible to traffic enforcement officials. See Revised Standard Plan RSP A90B for details of the "NO PARKING" pavement marking. A R100B (CA) sign shall be posted in a conspicuous place at each entrance to off-street parking facilities or immediately adjacent to and visible from each stall. The sign shall include the address where the towed vehicle may be reclaimed and the telephone number of the local traffic law enforcement agency. Where a single (non-van) accessible parking space is provided, the loading and unloading access aisle shall be on the passenger side of the vehicle as the vehicle is going forward into the parking space. Where a van accessible parking space is provided, the loading and unloading access aisle shall be 8'-0" wide minimum, and shall be on the passenger side of the vehicle as the vehicle is going forward into the parking space. Accessible Parking Only Sign shall be Sign R99C (CA) or Sign R99 (CA) with Plaque R99B (CA).

AutoCAD SHX Text 18'-0" Min

AutoCAD SHX Text

AutoCAD SHX Text 2% Max

AutoCAD SHX Text line borders

AutoCAD SHX Text 4" Blue

AutoCAD SHX Text ISA Parking Sign, See Notes 2 and 13

AutoCAD SHX Text ISA Parking Sign, See Note 13

AutoCAD SHX Text ISA Parking Sign, See Notes 2 and 13

AutoCAD SHX Text

2006 REVISED STANDARD PLAN RSP A90A

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RSP A90A DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN A90A

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DATED MAY 1, 2006 - PAGE 117 OF THE STANDARD PLANS BOOK DATED MAY 2006.

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REVISED STANDARD PLAN RSP A90A

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SIGN R7-8

AutoCAD SHX Text (Parking lot or garage)

AutoCAD SHX Text See Note 6

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OFF-STREET PARKING SIGNS

AutoCAD SHX Text ISA Marking at rear limit of stall, See Detail A

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DIRECTORATE OF PUBLIC WORKS

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CHIEF, ENGINEERING DIVISION

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DATE

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APPROVED

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RECOMMENDED

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BRANCH CHIEF

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SUBMITTED

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PROJECT MANAGER

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CHECKED BY

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DRAWN BY

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NO.

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DATE

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WHITE SANDS MISSILE RANGE, N.M.

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DRAWING NUMBER

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SCALE

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SHEET

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ENGINEERING DIVISION

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PLATE

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DESCRIPTION

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REVISIONS

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APPROVED

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HANDICAP DETAIL

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PARKING LOT RECONDITION

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WS-85210-2019-C-DT-08

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GHB

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GHB

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AutoCAD SHX Text Rafael Acosta

AutoCAD SHX Text 07/01/2019

RESERVED

PARKING

This Drawing Produced by the U.S. Access Board

STOP

Type "B" asphalt pavement surface compacted to a minimum of 2 inch thickness.

Sub Base compacted to 96% per ASTM D1557

Existing

Subgrade

Tack Coat per specification

Place Wheel Stop O.C.

BID SET

100% DESIGN

DATE: 01 JULY 2019

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SIGN POST DETAIL

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NOT TO SCALE

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SLIPBASE SYSTEM

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NOT TO SCALE

AutoCAD SHX Text NOTE: THERE ARE VARIOUS DEVICES APPROVED FOR THE SLIPBASE SYSTEM. THE DEVICES SHALL BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS AND RECOMMENDATIONS. INSTALLATION PROCEDURES SHALL BE PROVIDED TO THE ENGINEER BY CONTRACTOR.

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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.

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SLIPBASE ASSEMBLY-BOLTING PROCEDURES:

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BORDER

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(GREEN BACKGROUND)

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LETTERS

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(GREEN BACKGROUND)

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SIGN BOARD AREA

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(WHITE BACKGROUND)

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HANDICAP LOGO AREA

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(BLUE BACKGROUND)

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(WHITE BACKGROUND)

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HANDICAP LOGO

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(GREEN BACKGROUND)

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ARROW AREA

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BORDER TRIM-WHITE

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(RETROREFLECTIVE)

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BOARD BACKGROUND-RED

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(RETROREFLECTIVE)

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LETTERS-WHITE

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(RETROREFLECTIVE)

AutoCAD SHX Text R1-1

AutoCAD SHX Text R7-8

AutoCAD SHX Text 4" White Solid Pavement Marking, Reflectorized eflectorized Waterborne Pavement marking material..

AutoCAD SHX Text Face of Curb

AutoCAD SHX Text Standard Parking Space Detail

AutoCAD SHX Text Not to Scale

AutoCAD SHX Text 20'-0" Min.

AutoCAD SHX Text 10'-0" Min.

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PRECAST CONCRETE WHEEL STOP

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NOT TO SCALE

AutoCAD SHX Text 5/8 dia. DOWEL

AutoCAD SHX Text 8'-0'

AutoCAD SHX Text 7.5"

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SECTION VIEW

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2-#3 REBARS

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HOLE W/ MORTAR

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SEAL 1/2" DEEP

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AutoCAD…

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