Attachment 13b - Seed RFP Construct Raised Crosswalks Drawing Set.pdf

Temporary Troop Walking Path

Temporary Pedestrian Sign

READY WILLING

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17th

CIVIL

ENGINEER SQUADRON

1 CONTRACTORS SHALL MAINTAIN A CONSTRUCTION SITE NEAT AND CLEAN OF

DEBRIS AS DIRECTED BY CONTRACTING OFFICER. CONTRACTORS WASTE

DUMPSTERS SHALL BE EMPTIED ON A REGULAR BASIS. ROADWAYS SHOULD

BE CLEAR OF DIRT AND DEBRIS. CONTRACTOR WILL WATER DOWN AREA FOR

DUST CONTROL.

2 ALL CONTRACTORS SHALL STOCKPILE REQUIRED MATERIALS AND

EQUIPMENT WITHIN LIMITS OF RESPECTIVE PROJECT AREAS.

3 ALL HAUL ROADS SHALL BE MAINTAINED SUCH THAT UNOBSTRUCTED ACCESS

WILL BE PROVIDED AT ALL TIMES FROM THE ROAD TO THE WORK SITES AND

AND FACILITATE GOVERNMENT ACCESS TO THE BASE AT ALL TIMES. THE

MAINTENANCE OF HAUL ROADS SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

4 CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE PROJECT IN

A MANNER THAT ALLOWS EMERGENCY ACCESS TO ALL EXISTING ROADWAYS

AT ALL TIMES WITHOUT DELAYS TO EMERGENCY VEHICLES RESPONSE TIME.

8 CONTRACTOR SHALL MAINTAIN AT ALL TIMES ONE FIRE LANE FREE FROM

OBSTRUCTION AND MAINTAIN ACCESS TO THE SITE AND ALL

SURROUNDING ROADS AND STREETS

9 GRASS AND WEEDY VEGETATION WITHIN THE AREAS UTILIZED BY THE

CONTRACTOR, INCLUDING WORK AREAS, ADMINISTRATIVE AREAS, AND

STORAGE AREAS, SHALL BE KEPT MOWED TO CONTROL VEGETATIVE

GROWTH. VEGETATION SHALL BE MOWED WHEN IT REACHES A HEIGHT

OF 6 INCHES. MOWING SHALL BE TO A HEIGHT OF 3 INCHES. MOWING

SHALL BE ACCOMPLISHED WITH A ROTARY MOWER THAT LEAVES THE

CLIPPINGS EVENLY DISTRIBUTED ON THE SOIL SURFACE. MOWING SHALL

BE ACCOMPLISHED DURING PERIODS AND IN SUCH MANNER THAT THE

SOIL AND GRASS WILL NOT BE DAMAGED. TOWED OR SELF-PROPELLED

R0IDING MOWERS SHALL NOT BE OPERATED WITHIN 3 FEET OF TREES OR

SHRUBS. AREAS ADJACENT TO TREES AND SHRUBS SHALL BE MOWED

WITH HAND-PROPELLED MOWERS.

5 CONTRACTOR WHILE WITHIN GOODFELLOW AFB, SHALL COMPLY WITH BASE

REGULATIONS PERTAINING "NO FIREARMS" AND "NO ILLEGAL DRUGS" ON BASE

POLICIES.

6 ONLY RUBBER-TIRED VEHICLES SHALL BE ALLOWED ON EXISTING PAVEMENT THAT IS TO

REMAIN.

7 ALL CONTRACTOR OPERATIONS SHALL BE CONDUCTED AND PERFORMED IN

ACCORDANCE WITH DEPARTMENT OF LABOR, OSHA REQUIREMENTS FOUND IN 29 CFR

1910 (1910.146 AND 1910.147) AND 29 CFR 1926, AND AIR FORCE OCCUPATIONAL SAFETY

& HEALTH (AFOSH) AND AIR FORCE INSTRUCTION (AFI) STANDARDS INCLUDING AFI

91-203, AIR FORCE CONSOLIDATED OCCUPATIONAL SAFETY INSTRUCTION. THE

CONTRACTOR SHALL ALSO ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE

WITH PROJECT IDENTIFIED NATIONAL STANDARDS, MILITARY MANUALS, INSTRUCTIONS,

PAMPHLETS, STANDARDS, AND HANDBOOKS, AND WITH THE EDITION IN EFFECT ON THE

DATE OF THIS SOLICITATION OF THE CORPS OF ENGINEERS (COE) SAFETY MANUAL

385-1-1. ALL JOB SITES ARE SUBJECT TO INSPECTIONS BY THE DEPARTMENT OF LABOR.

IN THE EVENT OF CONFLICTS BETWEEN THE OSHA STANDARDS AND THESE

REQUIREMENTS, THE MOST STRINGENT SHALL APPLY.

NOT FOR CONSTRUCTION

10 EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING AREA

AND ANY MATERIAL STOCK PILES WHEN NECESSARY TO CONTROL

EROSION AND STORM WATER RUNOFF IN ACCORDANCE WITH FEDERAL,

STATE, AND LOCAL REGULATIONS. A SWPPP SHALL BE SUBMITTED

PRIOR TO MOBILIZATION.

11 CONTRACTOR SHALL NOT REMOVE ANY TREES IN THE AREA.

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PB3311

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KEARNEY BLVD

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CONSTRUCT RAISED CONCRETE CROSS WALK

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CONSTRUCT RAISED CONCRETE CROSS WALK

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GOODFELLOW AIR FORCE BASE, TEXAS

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PROJECT TITLE

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REVISIONS

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SP-1

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PROJECT NUMBER: 1039100

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CONSTRUCT RAISED CROSS WALK

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RAISED CONCRETE CROSS WALK SITE PLAN

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TRUE

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NORTH

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SP-1

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PLAN NOTES:

12"

8"

THICKENED EDGE

6" COMPACTED SUBGRADE

NEW 6" PORTLAND CEMENT

TACK COAT

CONCRETE W/#5 REBAR @ 12" O.C.

8" 4"

NEW 1 1/2" ACC

MIN MIN SAW CUT & TACK

COAT

EXIST. BIT. PAVEMENT

REMOVE EXIST. MATERIAL AND

EXIST. UNDERLYING

MATERIAL

ADD NEW COMPACTED BASE MATERIAL

READY WILLING

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17th

CIVIL

ENGINEER SQUADRON

1. CONTRACTOR SHALL PROVIDE CONCRETE CROSSWALKS TO INCLUDE

TWO 6-FOOT PARABOLIC RAMPS AND 3 TO 6 INCHES HIGH ABOVE

STREET GRADE. IT SHOULD EXTEND CURB-TO-CURB AND BE LEVEL

WITH THE ADJACENT SIDEWALKS. ADDITIONALLY, IT SHOULD BE

HIGHLY VISIBLE WITH STRIPED AS A MARKED CROSSWALK. A

DETECTABLE EDGE SHALL BE USED TO DISTINGUISH THE END OF

THE SIDEWALK AND THE BEGINNING OF THE ROADWAY.

2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.

3. CONTRACTOR SHALL PROVIDE PERMANENT PEDESTRIAN CROSSING

SIGNS (W11-2), TEMPORARY PEDESTRIAN CROSSING SIGNS FOR

TEMPORARY WALKING PATH, TEMPORARY TROOP MARCHING SIGNS

WHERE NEEDED, AND TEMPORARY ROAD CLOSED SIGNS. ROAD

CLOSED SIGNS SHALL BE USED TO GIVE WARNING OF

CONSTRUCTION AREA AND ROAD CLOSURE.

4. CROSS WALK MARKINGS MUST BE PAINTED WITH NON-SLIP AND

HIGH-VISIBILITY PAINT TO ENHANCE THE ROUGHNESS COEFFICIENT

AND VISIBILITY OF A CROSSWALK. SOLID WHITE LINES SHOULD MARK

THE CROSSWALK AND SHALL BE 12" INCHES IN WIDTH. MUST INCLUDE

12" SOLID WHITE STOPBAR WITH RRPM'S.

5. CONTRACTOR SHALL DETERMINE THE COLOR OF RAISED PAVEMENT

MARKERS UNDER BOTH DAYLIGHT AND NIGHTTIME CONDITIONS

SHALL CONFORM TO THE COLOR OF THE MARKING FOR WHICH THEY

SERVE AS A POSITIONING GUIDE, OR FOR WHICH THEY SUPPLEMENT

OR SUBSTITUTE. CONTRACTOR SHALL DETERMINE THE NUMBER OF

PLACEMENTS OF THE RPM AND MUST BE EQUALLY SPACED TO

SUPPLEMENT THE EDGE LINE CROSS WALK MARKINGS.

6. STORMWATER DRAINAGE CHANNELS MUST BE MAINTAINED BY

PLACING THE RAISED CROSSING 1 TO 2 FEET FROM THE CURB.

CONTRACTOR SHALL ENSURE THAT STANDING WATER OR PONDING

DOES NOT OCCUR AT THE BASE OF THE RAISED CROSSWALK.

NOT FOR CONSTRUCTION

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1. WHEN CURB & GUTTER IS NOT PRESENT

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2. REGULATORY SIGNS AT PARKING AREAS

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LOCATED 1'-0" BEYOND THE SIDEWALK

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(HANDICAP PARKING, ETC.) SHALL BE

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< OF POST SHALL BE SET 7'-0" FROM

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3. ALL SIGNS SHALL CONFORM TO THE MANUAL

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(DEPARTMENT OF TRANSPORTATION).

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ON UNIFORM TRAFFIC CONTROL DEVICES

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2 1/2"~ STEEL SIGN POST

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ABUTTING THE CURB.

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MOUNT SIGN SECURELY

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3/8"~ HOLES

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EDGE OF PAVEMENT.

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TO POST.

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CURB & GUTTER.

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(ALL SIGNS)

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CONCRETE

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CONNECTION.

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2 1/2"~ PIPE

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FINISHED GRADE

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PROVIDE BREAK-AWAY

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SIGN AND THE POLE.

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4. PAINTING SHALL INCLUDE THE BACK OF THE

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GOODFELLOW AIR FORCE BASE, TEXAS

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PROJECT TITLE

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REVISIONS

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CROSSWALK DETAILS

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PROJECT NUMBER: 1039100

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CONSTRUCT RAISED CROSSWALKS

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PLAN NOTES:

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CROSSWALK 1 PLAN VIEW

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TYPICAL EXPANSION JOINT

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TYPICAL CONTRACTION JOINT

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CROSSWALK SECTION

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CROSSWALK ELEVATION

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CROSSWALK ISOMETRIC

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CROSSWALK 2 PLAN VIEW

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PEDESTRIAN CROSSING SIGN DETAIL

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CROSSWALK SECTION

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2 FOOT OFFSET FROM EDGE OF CROSSWALK

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4 EVENLY SPACED/CENTERED RAISED TRAFFIC BUTTONS

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TYP.

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TYPICAL NEW PCC TO OLD ACC ABUTMENT

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Angelo Inn Utilities Site Plan

GOODFELLOW AIR FORCE BASE

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Local Area

Goodfellow

AFB

Goodfellow Rec Camp

17 CES/CENME, GeoBase Building 3511, Room 124

17CES.CENME.GEOBASE@us.af.mil

Map Date: July 2023

0 25 5012.5 Meters

0 60 120 18030 Feet

Water

S ewer

Gas

Electrical

S torm water

Com m unications

HVAC

Fuels

Legend Building

Tem porary Building

S tructure

U-1 Utility Map