100___Design_drawings_for_B-1407__W911SG19B0013.pdf

PDF 1 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% Design drawings for B-1407 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__Bid_Set_Design_Drawings_for_B-460-B-462_-_W911SG19B0013.pdf	PDF	Aug 1, 2019
100__Bid_Set_Design_Drawings_for_B-371_W911SG19B0013.pdf	PDF	Aug 1, 2019

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WS-1407-2018-G-01

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DRAWN

NUMBER DATE

PLATE

APPROVEDBY

RECONDITION PARKING LOT B-1407

COVERSHEET / INDEX SHEET

DRAWING # TITLE

ENGINEERING DIVISION

RECONDITION PARKING LOT B-1407

DIRECTORATE OF PUBLIC WORKS

WHITE SANDS MISSILE RANGE, NEW MEXICO

DESIGN BRANCH

I B

Sam Morris

Howard Guion

Rafael Acosta

WS-1407-2018-G-01 COVER / INDEX SHEET 1 of 6 WS-1407-2018-G-02 PROJECT LOCATION 2 of 6 WS-1407-2018-C-03 SITE PLAN 3 of 6 WS-1407-2018-C-04 NEW WORK 4 of 6 WS-1407-2018-C-05 HANDICAP DETAILS 5 of 6 WS-1407-2018-C-06 SIGN & MARKING DETAILS 6 of 6

100% BID DRAWING SET

JULY 2019

John Foraker

WATERTOWN AVENUE

SAINT LOUIS STREET

INDIANA STREET

WATERTOWN AVENUE

NAVAJO STREET

AUGUSTA STREET

ABERDEEN AVENUE

MARTIN LUTHER KING BLVD

ZEUS STREET

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

WATERTOWN AVENUE

MDP

5765'-3"

5766'-11"

3160'-11"

3161'-5"

3330'-10"

1351'-3"

WS-1407-2018-G-02

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DRAWN

NUMBER DATE

PLATE

APPROVEDBY

RECONDITION PARKING LOT B-1407

LOCATION PLAN

NTS

100% BID DRAWING SET JULY 2019

Project Location

Sam Morris

Howard Guion

Rafael Acosta

John Foraker

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MAT'L

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EXCHANGE

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TANKS

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WTC

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PUBLIC

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PLAYGROUND

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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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ENGINEER DRIVE

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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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TOOELE AVENUE

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ROSSFORD

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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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DYER 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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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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PICATINNY AVENUE

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CROZIER STREET

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HEADQUARTERS AVENUE

AutoCAD SHX Text

HUGHES ROAD

AutoCAD SHX Text

MEDICAL

AutoCAD SHX Text S-529

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DYER STREET

AutoCAD SHX Text

GATE

AutoCAD SHX Text

PLAYGROUND

AutoCAD SHX Text

GODDARD AVE

AutoCAD SHX Text S-1812

AutoCAD SHX Text 174A

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FIRE TRAINING AREA

AutoCAD SHX Text

CONTRACTORS YARDS

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CONTRACTORS YARDS

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ROCK ISLAND AVENUE

AutoCAD SHX Text S-078B

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AutoCAD SHX Text 1538A

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HELIPAD

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POST

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HEADQUARTERS

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RANGE CONTROL

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J.W. COX

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CENTER

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HELIPAD

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JFK

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SCALE

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ELECTRONIC

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SITE

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QUEEN

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STA

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CAL

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LAB

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COURTS

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SCHOOL

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PICATINNY AVENUE

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ID & IS

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TEST

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AVE

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AVE

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AVE

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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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LA CROSSE STREET

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HAWK STREET

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LOKI STREET

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ROCK ISLAND AVENUE

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HOUSING

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AREA

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ROCK ISLAND AVENUE

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DINING

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FACILITY

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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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1407 Parking Lot

Recondition 1407 Parking Lot and Drive Entrances

60'

484'-5"

36' 36'

24'-5"

21'

NOT TO SCALE, measurements are approximate contractor shall field verify all measurements and requirements prior to bid submission.

Red border & hatching on drawing indicates limits of construction.

B-1407 Martin Luther King Ave.

WS-1407-2018-G-03

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DRAWN

NUMBER DATE

PLATE

APPROVEDBY

RECONDITION PARKING LOT B-1407

SITE PLAN

NTS

100% BID DRAWING SET JULY 2019

Sam Morris

Howard Guion

Rafael Acosta

NO PARKING

B-1407 PARKING LOT - NEW WORK - NOT TO SCALE

New Work:

NOT TO SCALE, measurements are approximate contractor shall field verify all measurements and requirements prior to bid submission.

4" wide stripe

27'

127'-3"

113'

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

2. 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.

3. The materials 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.

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

Pavement Marking Notes:

1. 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.

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

7. Stripe 45° standard parking spaces with two (2) coats white, Type B Waterborne Acrylic

Traffic Paint with Type 1 glass beads. Refer to Detail this Sheet, Standard Parking Space Detail.

8. Red border on drawing indicates limits of construction.

9. Stripe 2 ADA parking spaces, refer to handicap details.

10. Existing ADA parking signs shall remain.

5. 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 project engineer and directed by the contracting officer.

6. 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.

7. Layout on drawing is required. Contractor shall provide a layout that maximizes parking spaces using 45 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 a minimum of 10 feet x 20 feet.

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

Devices.

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

WS-1407-2018-C-04

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DRAWN

NUMBER DATE

PLATE

APPROVEDBY

RECONDITION PARKING LOT B-1407

NEW WORK

NTS

100% BID DRAWING SET JULY 2019

Sam Morris

Howard Guion

Rafael Acosta

RESERVED

PARKING

This Drawing Produced by the U.S. Access Board

WS-1407-2018-C-05

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DRAWN

NUMBER DATE

PLATE

APPROVEDBY

RECONDITION PARKING LOT B-1407

HANDICAP PARKING DETAIL

NTS

100% BID DRAWING SET JULY 2019

Sam Morris

Howard Guion

Rafael Acosta

John Foraker

AutoCAD SHX Text 6-3-08

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NO SCALE

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AutoCAD SHX Text 51-75

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TABLE A

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ISA MARKING

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AutoCAD SHX Text SIGN R99 (CA) with PLAQUE R99B (CA) See Note 6

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SINGLE PARKING STALL

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DETAIL A

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DOUBLE PARKING STALL

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STATE OF CALIFORNIA

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DEPARTMENT OF TRANSPORTATION

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ACCESSIBLE PARKING

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OFF-STREET

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SIGN R100B (CA)

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DIAGONAL DOUBLE PARKING STALLS

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AutoCAD SHX Text 4'-0" Min

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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

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NOTES:

AutoCAD SHX Text 5'-0" Min

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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

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AutoCAD SHX Text 2% Max

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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

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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 R99 (CA)

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PLAQUE R99B (CA)

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AutoCAD SHX Text See Note 6

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OFF-STREET PARKING SIGNS

AutoCAD SHX Text SIGN R99C (CA) See Note 6

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

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TOWED VEHICLES MAY BE RECLAIMED AT

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OR BY TELEPHONING

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AutoCAD SHX Text UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE

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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

R7-8

RESERVED

PARKING

This Drawing Produced by the U.S. Access Board

STOP

PRECAST CONCRETE WHEEL STOP

NOT TO SCALE

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

Base Course compacted to 96% per ASTM D1557 to a final thickness of

6 inches

Cold mill existing asphalt surface and re-mix into existing sub base. Scarify sub base to 8 inches and recompact surface to

96% per ASTM D1557.

Prime Coat per specification

TYPICAL PARKING LOT CROSS SECTION DETAIL

NOT TO SCALE

ARROW REFLECTORIZED THERMOPLASTIC

PAVEMENT MARKINGS

SIGN POST DETAIL

NOT TO SCALE

SLIPBASE SYSTEM

NOT TO SCALE

2' min - 6' max

Edge of

Shoulder

VARIES

NOT TO SCALE

PAVEMENT LETTERING REFLECTORIZED

THERMOPLASTIC PAVEMENT MARKINGS

NOT TO SCALE

60°

NOT TO SCALE

STANDARD PARKING 45° SPACE DETAIL

NOT TO SCALE

Face of Curb

4" White Solid Pavement

Marking, reflectorized thermoplastic pavement marking material.

45°

STANDARD PARKING 60° SPACE DETAIL STANDARD PARKING 90° SPACE DETAIL

Face of Curb

WS-1407-2018-C-06

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DRAWN

NUMBER DATE

PLATE

APPROVEDBY

RECONDITION PARKING LOT B-1407

TRAFFIC SIGNS & PAVEMENT MARKING DETAIL

NTS

100% BID DRAWING SET JULY 2019

Sam Morris

Howard Guion

Rafael Acosta

John Foraker

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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 thermoplastic pavement marking material..

AutoCAD SHX Text 20'-0" Min.

AutoCAD SHX Text 10'-0" Min.

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 SHX Text 5.25"

AutoCAD SHX Text 6"

AutoCAD SHX Text 7.5"

AutoCAD SHX Text 4000 psi

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CONC.

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ISOMETRIC VIEW

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(24" LONG)

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30" (TYP.)

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3'-6" MIN.

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AutoCAD SHX Text 12"

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8'-0" MIN.

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SOLID

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WHITE

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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TRIANGULAR SLIPBASE ASSEMBLY-BOLTING PROCEDURES:

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CORNER BOLT

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FINISHED GRADE

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HOLES 1" FOUR SIDES, 1.75" X 1.75" POST

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BOLT STOP FOR SIGN POST

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ANCHOR SLEEVE (ONE SIZE LARGER THAN POST)

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HOLES 1" FOUR SIDES, 1.75" X 1.75" POST; 12 GAUGE W/NESTED POST ANCHOR SYSTEM

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BENDING DESIGN BREAKAWAY

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ANCHOR SLEEVE (ONE SIZE LARGER THAN POST)

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3'-0" MIN.

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9" MIN.

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AutoCAD SHX Text 20'-0" Min.

AutoCAD SHX Text 4" White Solid Pavement Marking, reflectorized thermoplastic pavement marking material..

AutoCAD SHX Text 10'-0" Min.

20'-0" Min.

Sheets and Views

DPW037957P_Plans Drawings_100% Design drawings for B-1407 Parking Lot Recondition MIC-Tiltle Sheet

DPW037957P_Plans Drawings_100% Design drawings for B-1407 Parking Lot Recondition MIC-Location

DPW037957P_Plans Drawings_100% Design drawings for B-1407 Parking Lot Recondition MIC-1407 Site Plan

DPW037957P_Plans Drawings_100% Design drawings for B-1407 Parking Lot Recondition MIC-1407 New Work

DPW037957P_Plans Drawings_100% Design drawings for B-1407 Parking Lot Recondition MIC-Handicap Details

DPW037957P_Plans Drawings_100% Design drawings for B-1407 Parking Lot Recondition MIC-Sing&Marking Details

File details come from the government source that posted it.