Attachment 2 Drawings.pdf

PDF 28 MB Posted Feb 22, 2023

Attached to: ON-CALL BASE WIDE PAVING AND GROUNDS IDIQ Federal contract opportunity
Solicitation number: FA860123R0008
Issued by: Department of the Air Force Materiel Command Lifecycle Management Center Wright Patterson Air Force Base

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Written by GovTribe AI · Dec 30, 2023

This document provides details for a federal solicitation seeking on-call base-wide paving and grounds services. The solicitation was issued by the Department of the Air Force Materiel Command Lifecycle Management Center at Wright Patterson Air Force Base, and seeks proposals for repair and maintenance of base-wide pavements and grounds at Area A, Area B, and the National Museum of the US Air Force over a potential 5-year ordering period. Services will include tasks such as excavation, subgrade preparation and stabilization, erosion control measures including riprap and storm drainage, concrete sidewalks and curbs, and asphalt paving including aggregates, markers, striping and pavement repairs. The estimated value is over $10 million for the Indefinite Delivery Indefinite Quantity contract with a maximum value of $43.1 million. Proposals are due via the PIEE solicitation application and the period of performance will consist of successive 365-day ordering periods.

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Other files for this federal contract opportunity

Other files attached to ON-CALL BASE WIDE PAVING AND GROUNDS IDIQ, newest first.
File	Type	Posted
Pre-proposal Deadline RFIs and Government Responses (Posted 9 Mar 2023).xlsx	XLSX spreadsheet	Mar 9, 2023
Solicitation Amendment FA860123R00080001 SF 30.pdf	PDF	Mar 3, 2023
Attachment 1 Final Specifications.pdf	PDF	Mar 3, 2023
Attachment 5 - Section L and M.pdf	PDF	Mar 3, 2023
Solicitation Amendment - FA860123R00080001.pdf	PDF	Mar 3, 2023
Pre-proposal Deadline RFIs and Government Responses (Posted 27 Feb 2023).xlsx	XLSX spreadsheet	Feb 27, 2023
Attachment 3 Statement Of Work.pdf	PDF	Feb 22, 2023
Attachment 7 - Seed Task Call Sheet.xlsx	XLSX spreadsheet	Feb 22, 2023
Attachment 4 Bid Schedule.xlsx	XLSX spreadsheet	Feb 22, 2023
Attachment 6 - Wage Determination.pdf	PDF	Feb 22, 2023
Attachment 1 Specifications.pdf	PDF	Feb 22, 2023
Attachment 8 - Seed Task Drawings.pdf	PDF	Feb 22, 2023
Solicitation - FA860123R0008.pdf	PDF	Feb 22, 2023
Attachment 5 Section - L and M.pdf	PDF	Feb 22, 2023

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GENERAL NOTES

1. ALL METAL AND WIRING SHALL TO BE RECYCLED AT THE WPAFB BASE RECYCLING CENTER. THE WPAFB RECYCLING CENTER IS AVAILABLE FOR CONTRACTOR USE TO REDUCE WASTE DISPOSAL. ALL RECYCLABLE METAL IS TO BE

RECYCLED THROUGH THE BASE RECYCLING CENTER. ALL RECYCLING MUST BE ACCOMPLISHED IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 35 43. CONTACT THE 88CEG/CEIE RECYCLING PROGRAM MANAGER TO

CONFIRM WHAT MATERIALS ARE RECYCLABLE AND TO COORDINATE TURN-IN. THE CONTRACTOR SHALL SUBMIT A QUARTERLY SUMMARY REPORT TO THE GOVERNMENT CONTRACT REPRESENTATIVE IAW WPAFB SPECIFICATION

SECTION 01 35 443 STATING (1) THE COST TO RECYCLE AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS RECYCLED, (2) THE COST TO DIVERT/REUSE THE TONNAGE OF CONSTRUCTION AND DEMOLITION

MATERIALS DIVERTED/REUSE, (3) THE COST TO MULCH AND THE TONNAGE AND COST OF CONSTRUCTION AND DEMOLITION MATERIALS MULCHED, (4) THE COST FOR WASTE-TO-ENERGY AND THE TONNAGE OF CONSTRUCTION AND

DEMOLITION MATERIALS CONVERTED FROM WASTE-TO-ENERGY, (5) THE COST TO LANDFILL AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS LAND-FILLED, (6) THE COST TO INCINERATE AND THE TONNAGE OF

CONSTRUCTION AND DEMOLITION MATERIALS INCINERATED, AND (7) EXPLANATION OF THE DIVERSION RATE IF LESS THAN 60%. THE QUARTERLY SUMMARY REPORTS SHALL BE RECEIVED ON APRIL 7, JULY 7, OCTOBER 7, AND

JANUARY 7 COVERING THE THREE MONTHS PRIOR. THE QUARTERLY SUMMARY REPORTS SHALL BE ON THE WPAFB DIVERSION FORM. FOR ADDITIONAL INFORMATION CONTACT THE 88CEG/CEIE RECYCLING PROGRAM MANGAER.

TURN-IN ALL MERCURY CONTAINING DEVICES, SWITCHES AND THERMOSTATS TO 88 CEG/CEIE IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 35 43 FOR RECYCLING.

2. WHERE TREES, SHRUBS, FENCE, SIGNS, LIGHT POLES, AND OTHER MISCELLANEOUS ITEMS ARE REMOVED, THE CONTRACTOR SHALL PROTECT ITEMS TO REMAIN AND IF DAMAGED, REPAIR AT NO ADDITIONAL COST. SHOULD

CUTTING OR REMOVAL OF TREES BE NECESSARY, PRIOR TO ANY ACTION, A DETAILED REPORT CONTAINING THE LOCATION, NUMBER, TYPE, AND SIZE OF TREE(S) SHALL BE COORDINATED WITH THE 88 CEG/CEIE (NRPM) NATURAL

RESOURCES PROGRAM MANAGER.

3. PROJECTS THAT DISTURB LESS THAN AN ACRE OF SOIL, AN EROSION CONTROL PLAN IS REQUIRED PRIOR TO SOIL DISTURBANCE. FOR PROJECTS THAT DISTURB MORE THAN AN ACRE A NOTICE OF INTENT (NOI) MUST BE

APPROVED BY THE OHIO EPA PRIOR TO ANY SOIL BEING DISTURBED AS WELL AS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) APPROVED BY 88CEG/CEIEA WATER PROGRAM MANAGER.

4. ANY USE OF RADIOACTIVE MATERIALS BY THE CONTRACTOR, INCLUDING MOISTURE DENSITY GAUGES, MUST BE APPROVED BY THE WPAFB RADIATION SAFETY OFFICER A MINIMUM OF 30 DAYS PRIOR TO BEING BROUGHT ONTO

WPAFB. THIS REQUIREMENT IS FROM WPAFBI 40-201 AND WPAFB SPECIFICATION SECTION 01 35 43.

5. ALL HAZARDOUS MATERIALS MUST BE PROPERLY MANAGED, LABELED AND STORED. ANY HAZARDOUS WASTE

GENERATED FROM THIS CONSTRUCTION ACTIVITY MUST BE PROPERLY CHARACTERIZED, LABELED AND

MANAGED BY TRAINED EMPLOYEE OF THE CONTRACTOR WITH KNOWLEDGE OF THE ACTIVITY / PROCESS WHERE

THE WASTE WAS GENERATED. ALL HAZARDOUS WASTE WILL BE TURNED OVER TO THE GOVT FOR DISPOSAL. IN

ADDITION PROPER COORDINATION IS NEEDED WITH 88 CEG/CEIE. QUESTIONS CONCERNING THE REQUIREMENTS

FOR STORAGE AND DISPOSAL OF ANY HAZARDOUS MATERIALS CAN BE ADDRESSED BY THE 88 CEG/CEIE

HAZARDOUS MATERIALS PROGRAM MANAGER, 937-257-0023.

6. PRIOR TO REMOVING/TRIMMING ANY TREES, SUBMIT A LIST OF THE TREES TO BE REMOVED TO THE 88 CEG/CEIE

NATURAL RESOURCES PROGRAM MANAGER FOR APPROVAL. THREE TREES SHOULD BE REPLACED FOR EVERY

ONE TREE REMOVED. THE GENERAL 10-20-30 DIVERSITY RULE SHOULD BE FOLLOWED WHEN PLANTING TREES.

ONLY PLANTS/TREES ON THE APPROVED PLANTING LIST CAN BE PLANTED AND MUST BE OHIO NATIVES.

CONTACT THE NATURAL RESOURCE PROGRAM MANAGER FOR AN ACCEPTABLE TREE REPLACEMENT LISTING OR

ADDITIONAL INFORMATION

7. THE GENERATION OF FUGITIVE EMISSIONS MUST BE KEPT TO A MINIMUM USING APPROVED DUST SUPPRESSING

METHODS SUCH AS WATER SPRAYS ON AREA OF HIGH DUST GENERATION. FOR ADDITIONAL INFORMATION

PLEASE CONTACT THE 88 CEG/CEIE AIR PROGRAM MANAGER.

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WRIGHT-PATTERSON AIR FORCE BASE

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BASEWIDE PAVEMENTS AND GROUNDS IDIQ TITLE SHEET, SITE/LOCATIONS AND NOTES

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JUN 21

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YELLOW

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SPRINGS

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MAD RIVER

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RIVER

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PATTERSON

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OAKWOOD

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TO SPRINGFIELD

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INDEX

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AREA B MAP

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CURB RAMP DETAILS

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PROVIDE BOLLARD OR REPLACE BOLLARD

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PROVIDE 6" UNDERDRAIN

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PROVIDE UNDERGROUND DUCT BANK

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PROVIDE TRAFFIC SIGNAL SYSTEM

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PROVIDE TRAFFIC SIGNAL SYSTEM

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PROVIDE TRAFFIC SIGNAL SYSTEM

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PROVIDE TRAFFIC SIGNAL SYSTEM

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PROVIDE PARKING LOT LIGHT

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PROVIDE STREET LIGHT

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PROVIDE TRAFFIC SIGNAL SYSTEM

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PROVIDE BOLLARD OR REPLACE BOLLARD

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WRIGHT-PATTERSON AIR FORCE BASE

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C-02

*HANDRAILS MUST BE CONTINUOUS AND

UNOBSTRUCTED FULL LENGTH OF TOPS

AND SIDES, MUST MEET CURRENT ABA

STANDARDS

*HANDRAILS MUST BE CONTINUOUS AND

UNOBSTRUCTED FULL LENGTH OF TOPS AND

SIDES, MUST MEET CURRENT ABA STANDARDS

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SEE SHEET C8-10, LABELED CURB RAMP DETAILS. (ODOT SCD BP-7.1)

GUARDRAIL/HANDRAIL FOR RAMPS & STAIRS

SECTION VIEW

GUARDRAIL

HANDRAIL TO BE CONTINUOUS

AND COMPLY TO ABA STANDARDS

TREAD EDGE RADIUS

INCH MAX.

30° MAX

36 INCHES,

36 INCHES

1 TREAD DEPTH MIN.

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SEED PER

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IN 6" MAXIMUM LIFTS

FROM 1'-0" ABOVE PIPE

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CURB RAMP DETAILS

AutoCAD SHX Text CLIN 0001CB - Provide Handicapped Curb and Sidewalk Ramp, Square Foot. This includes the cost of any curb, or curb and gutter, detectable warnings, landing area and any additional materials, installation, grading, forming, and finishing required within the shaded area.

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AutoCAD SHX Text Work beyond the shaded ramp/landing area is paid for as provide curb and gutter (0001BY) and provide sidewalk (0001CA). Removal of existing sidewalk and curb ramps are paid under remove sidewalk (0001BA)

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AutoCAD SHX Text BASE WIDE PAVING AND GROUNDS IDIQ CLIN 0002AK Provide Bollard CLIN 0003AK Remove or Replace Bollard

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AutoCAD SHX Text Lifting Handle (Opposite Handle Not Shown for Clarity)

AutoCAD SHX Text Two Each - 6" x 6" x ‰" Steel Plates" Steel Plates

AutoCAD SHX Text Lifting Handle (Opposite Handle Not Shown for Clarity)

AutoCAD SHX Text Two Each - 6" x 6" x ‰" Steel Plates" Steel Plates

AutoCAD SHX Text " Rad. (Typ.)

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2.5 " x 2.5 " " x 2.5 " " O.D. x 3/16" Steel " Steel Tube Post

AutoCAD SHX Text 6" x 6" x ‰" " Steel Plates

AutoCAD SHX Text 3" x 3" O.D x ‰" " Steel Tube Sleeve

AutoCAD SHX Text " dia. Solid Steel Rod (Typ.)

AutoCAD SHX Text " Rad. (Typ.)

AutoCAD SHX Text 2 1/2 " " Nominal Steel Pipe Post

AutoCAD SHX Text 6" x 6" x 3/16" " Steel Plates

AutoCAD SHX Text 3" Nominal Steel Pipe Sleeve

AutoCAD SHX Text " dia. Solid Steel Rod (Typ.)

AutoCAD SHX Text Bollard

AutoCAD SHX Text Steel Base Plate

AutoCAD SHX Text Expansion Joint Material (All Four Sides). Required in Rigid Pavement Only.

AutoCAD SHX Text Note: Place Padlock on the Side Facing Away From Intersection.

AutoCAD SHX Text Permanent Bollard

AutoCAD SHX Text 2" Wide Yellow Reflective Sheeting (Typ.) Or Solid Yellow Bollard As shown on plans

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AutoCAD SHX Text Removable Bollard

AutoCAD SHX Text Permanent Bollard

AutoCAD SHX Text Removable Bollard (Typ.)

AutoCAD SHX Text Permanent Bollards (Typ.)

AutoCAD SHX Text See DETAIL "A"

AutoCAD SHX Text 3" deep, domed Mortar Plug, or appropriate Steel Cap

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2.5 " Round or " Round or Tubular Steel Post

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AutoCAD SHX Text Bikeway Pavement

AutoCAD SHX Text Class C Concrete

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AutoCAD SHX Text No. 8 Aggregate

AutoCAD SHX Text See SECTIONS A-A & B-B

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* NOTE: Bollards should be located outside the roadway Clear Zone.

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PLAN

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PLAN

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SECTION A-A

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SECTION B-B

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DETAIL "A" PLAN VIEW

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DETAIL "A" ELEVATION VIEW

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REMOVABLE SQUARE BOLLARD

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REMOVABLE ROUND BOLLARD

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ELEVATION VIEW

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BOLLARD PLACEMENT

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PLAN VIEW

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BOLLARD PLACEMENT

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REMOVABLE BOLLARD

AutoCAD SHX Text NOTES: GENERAL: Mount all bollard sleeves flush with the bikeway pavement. Mount all bollard sleeves flush with the bikeway pavement. Mount all bollard sleeves flush with the bikeway pavement. CONCRETE ENCASEMENT: Sleeve encasement shall be square as shown, in concrete pavement, but may be square or round in flexible pavement. Round encasement should be 1'-0" diameter. PREFORMED EXPANSION JOINT FILLER: Shall meet the provisions of CMS 705.11, and is required when bollards are set in concrete pavement. STEEL PIPE: ASTM A 53 Schedule 40. CONCRETE: Use Class C concrete as specified in CMS 499 and CMS 511. REFLECTIVE SHEETING: Shall meet the provisions of CMS 730.19. GALVANIZING: After fabricating, hot-dip galvanize all steel parts, including steel pipe, as specified in ASTM A 123. ALUMINUM: All steel components may be replaced by aluminum components meeting the following ASTM Specifications: B 209 (plate), B 210 or B 241 (drawn seamless tubes & plates), B 211 (rods), and F 901 (bolts). PERMANENT BOLLARDS: Permanent Bollards shall be the same as Removable Bollards, except that the steel plates, sleeves and lifting handles shall be omitted. Encase posts directly in concrete.

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AutoCAD SHX Text | Bikeway

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REMOVABLE SQUARE BOLLARD

REMOVABLE ROUND BOLLARD

1/2�

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AutoCAD SHX Text 2.25" Radius

AutoCAD SHX Text 2.75" x 6" x 5/16" Side Plates

AutoCAD SHX Text 1" Hole in the Bottom Plate

AutoCAD SHX Text 8" x 12" x 5/16" Bottom Plate

AutoCAD SHX Text 4-5/8" dia. Steel Bar - Full Penetration Weld to Bottom Plate

AutoCAD SHX Text Fillet Weld Side Plate to Bottom Plate - Both Sides

AutoCAD SHX Text " Holes in Side Plate

AutoCAD SHX Text Steel Bar Welded Under Bottom Plate (Typ.)

AutoCAD SHX Text 1" Hole Through Bottom Plate

AutoCAD SHX Text Lock Shank

AutoCAD SHX Text 13" Hole

AutoCAD SHX Text " Bolt

AutoCAD SHX Text 2 - 1/2 " Holes " Holes in Side Plate

AutoCAD SHX Text 2.5"

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SECTION

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DETAIL OF HOLE FOR LOCK

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PLAN

AutoCAD SHX Text Bikeway

AutoCAD SHX Text Lock by Others

AutoCAD SHX Text 2 - 3" x 8" Timbers S4S Normal Dimensions (Actual Size 2 " x 7 " Smooth Cut)

AutoCAD SHX Text " dia. x 6" Carriage Bolt with " hole for lock13" hole for lock

AutoCAD SHX Text 2 3/4" x 6" Side Plates with 1/2 " Holes and 2.25" Radius" Holes and 2.25" Radius

AutoCAD SHX Text " dia. Bolt with Roll Pin - Insert into a 3/8" Metal Sleeve Drilled Out to 1/2"" Metal Sleeve Drilled Out to 1/2""

AutoCAD SHX Text Bikeway

AutoCAD SHX Text 8" x 12" Bottom Plate with a 1" dia. Hole Drilled in Center

AutoCAD SHX Text 4 -1/2 " Rebars Fillet " Rebars Fillet Weld to Base Plate

AutoCAD SHX Text 18" Square Concrete Footing

AutoCAD SHX Text Remove Locking Bolt to Collapse

AutoCAD SHX Text Orientate Bollard to Open Parallel to Centerline of Path

AutoCAD SHX Text

BOLLARD DETAIL

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SECTION

AutoCAD SHX Text %%uNOTES:%%U

AutoCAD SHX Text NOTES: MATERIALS: In order to ensure that the bollard stays plumb and in place, make the fittings as tight as possible. If made of wood, construct the bollard using CCA pressure treated Southern Yellow Pine. Pressure treat as specified in CMS 712.06. Hot-dip galvanize any hardware and steel used for the bollard..

AutoCAD SHX Text BASE WIDE PAVING AND GROUNDS IDIQ CLIN 0002AK Provide Bollard CLIN 0003AK Remove or Replace Bollard

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COORDINATOR

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ENGINEERING CHIEF

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AutoCAD SHX Text A

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WRIGHT-PATTERSON AIR FORCE BASE

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88TH ABW

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DESIGN CHIEF

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DATE

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DESIGNED

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WRIGHT-PATTERSON AIR FORCE BASE

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88TH ABW

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DESIGN CHIEF

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DATE

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DESIGNED

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CHECKED

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TJB

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TJB

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AutoCAD SHX Text BASE WIDE PAVING AND GROUNDS IDIQ CLIN 0002DX Provide 6 Inch Underdrain

AutoCAD SHX Text 14 24

AutoCAD SHX Text 6/23/21

AutoCAD SHX Text

AutoCAD SHX Text 1% Desirable Slope

AutoCAD SHX Text

RIGID OR FLEXIBLE PAVEMENT

AutoCAD SHX Text E/P

AutoCAD SHX Text Paved Shoulder

AutoCAD SHX Text 18" (Max.)

AutoCAD SHX Text 30" (Max.)

AutoCAD SHX Text Wye

AutoCAD SHX Text 45°

AutoCAD SHX Text Prefabricated Bend

AutoCAD SHX Text E/P

AutoCAD SHX Text Paved Shoulder

AutoCAD SHX Text 45° Wye

AutoCAD SHX Text

PROFILE

AutoCAD SHX Text

RIGID OR FLEXIBLE PAVEMENT

AutoCAD SHX Text

PLAN

AutoCAD SHX Text 45° Bend

AutoCAD SHX Text Edge of Shallow Pipe Underdrain

AutoCAD SHX Text Tee

AutoCAD SHX Text 6" Storm Pipe, SDR35

AutoCAD SHX Text 6" Shallow Pipe Underdrain

AutoCAD SHX Text 6" Base Pipe Underdrain

AutoCAD SHX Text 6" SDR 35 Pipe for Underdrain Outlet (outlet into catch basin or precast reinforced concrete outlet)

AutoCAD SHX Text 6" SDR35 Pipe

AutoCAD SHX Text Edge of Base Pipe Underdrain

AutoCAD SHX Text 6" SDR 35 Pipe for Underdrain Outlet (outlet into catch basin or precast reinforced concrete outlet)

AutoCAD SHX Text O.D. of conduit

AutoCAD SHX Text Top of subgrade

AutoCAD SHX Text O.D. of conduit

AutoCAD SHX Text Finished Grade

AutoCAD SHX Text 203 Embankment

AutoCAD SHX Text Top of pavement

AutoCAD SHX Text Granular Material per CMS 605

AutoCAD SHX Text 6" Conduit, Type F

AutoCAD SHX Text 6" Perforate Storm Pipe Under Pavement or Base

AutoCAD SHX Text 6" Perforated Storm Pipe

AutoCAD SHX Text 6" Perforated Storm Pipe Outside Pavement or Base

AutoCAD SHX Text

PREFABRICATED EDGE DRAIN SYSTEM

AutoCAD SHX Text Existing Shoulder

AutoCAD SHX Text Being Retained

AutoCAD SHX Text Edge of Existing Pavement

AutoCAD SHX Text #8 Natural Aggregate Backfill

AutoCAD SHX Text Existing Concrete Pavement

AutoCAD SHX Text Existing Base

AutoCAD SHX Text 4"

AutoCAD SHX Text 5" of Item 301 Bituminous Aggregate Base

AutoCAD SHX Text 3"

AutoCAD SHX Text 5"

AutoCAD SHX Text 18" Prefabricated Edge Underdrain

AutoCAD SHX Text 18"

NOTES: DESCRIPTION: This item consists of furnishing and installing either a pipe underdrain system or a prefabricated edge underdrain system according to the specifications and with the details on the plans or as directed by the Engineer Materials: Provide either a pipe underdrain system or a prefabricated edge underdrain system that meets the requirements of CMS605.

1/4

3/8

1/4 3/8 1/2

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COORDINATOR

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ENGINEERING CHIEF

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DATE

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REVISION

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NO.

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DATE

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NO.

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AutoCAD SHX Text F

AutoCAD SHX Text B

AutoCAD SHX Text

WRIGHT-PATTERSON AIR FORCE BASE

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88TH ABW

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DESIGN CHIEF

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DATE

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DRAWN

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DESIGNED

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CHECKED

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TJB

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TJB

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AutoCAD SHX Text BASE WIDE PAVING AND GROUNDS IDIQ CLIN 0002AL and 0003AL Provide Underground Duct Bank for Electrical Sys

AutoCAD SHX Text 15 24

AutoCAD SHX Text 6/23/21

AutoCAD SHX Text

AutoCAD SHX Text Block

AutoCAD SHX Text Post

AutoCAD SHX Text Anchor Bolt

AutoCAD SHX Text Bolt Circle

AutoCAD SHX Text " Sch 40 PVC

AutoCAD SHX Text Ground Rod

AutoCAD SHX Text Special Conduit Ell

AutoCAD SHX Text Duct-Cable

AutoCAD SHX Text Ground Line

AutoCAD SHX Text Ground Rod

AutoCAD SHX Text Bottom of Trench

AutoCAD SHX Text Normal Face of Guard Rail

AutoCAD SHX Text Bushings are Required for Steel Conduit When Individual Cables are Installed

AutoCAD SHX Text Grounding Conductor (See Note 12)

AutoCAD SHX Text Cut Off Elbow 2" max. Above Top of Foundation

AutoCAD SHX Text Duct-Cable (See Note 6 and Capping Detail Below)

AutoCAD SHX Text 24" min. Radius 2.5 " min. I.D. " min. I.D. for 1.5 " Duct-Cable" Duct-Cable

AutoCAD SHX Text Duct Cable

AutoCAD SHX Text Conduit

AutoCAD SHX Text Duct Cable

AutoCAD SHX Text Conduit

AutoCAD SHX Text C

AutoCAD SHX Text

NORMAL TRENCH ALIGNMENT

AutoCAD SHX Text

SECTION C-C (EXPANDED)

AutoCAD SHX Text | Foundation

AutoCAD SHX Text Warp Adjacent Surfaces to Fit Flush with Pull Box

AutoCAD SHX Text Pull Box

AutoCAD SHX Text See Note 4

AutoCAD SHX Text Drain

AutoCAD SHX Text

PULL BOX INSTALLATION WITH INDEPENDENT DRAIN

AutoCAD SHX Text Warp Adjacent Surfaces to Fit Flush with Pull Box

AutoCAD SHX Text Pull Box

AutoCAD SHX Text See Note 4

AutoCAD SHX Text Drain

AutoCAD SHX Text Roadway Underdrain

AutoCAD SHX Text

PULL BOX INSTALLATION WITH CONNECTION TO ROADWAY UNDERDRAIN

AutoCAD SHX Text Cast or Fabricated "L" or "Z" Frame for Cast or Plate Lid with Lugs to Anchor Frame into Box

AutoCAD SHX Text " Preformed Joint Filler as per 705.03 when Abutting Concrete

AutoCAD SHX Text Wire Mesh 4" x 4" 11 GA. 6" x 6" GA. Provide 1" min. Clearance Between Wire and Any Surface

AutoCAD SHX Text See Notes 2 and 10

AutoCAD SHX Text See Note 4

AutoCAD SHX Text Pull Ring or Pry Slot/Hole

AutoCAD SHX Text Cover: Countersunk Socket Head or Hexhead Cap Screws 1/4" (4 Corners) " (4 Corners) Grounding: " (4 Corners) Apply anti-seize compound.

AutoCAD SHX Text Angle (4 Corners) U-Nut for Cover, Horizontal Leg (4 Corners) U-Nut for Grounding, Vertical Leg (2 Corners Diagonally Opposite) Apply anti-seize compound.

AutoCAD SHX Text

- 16 tapped hole for grounding braid lug. Located near center of one quadrant of lid.

AutoCAD SHX Text Detail "A"

AutoCAD SHX Text Cover

AutoCAD SHX Text Grounding Braid with Lugs (See Note 12)

AutoCAD SHX Text -20, 3/8-16 x 1/2 SS Screw -16 x 1/2 SS Screw SS Screw with Anti-Seize Compound (Typ.)

AutoCAD SHX Text Fastener Flush or Slightly Recessed

AutoCAD SHX Text Grounding Bushing Shown or Connection to Grounding Conductor

AutoCAD SHX Text A

AutoCAD SHX Text See Note 9

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

DETAIL "A"

AutoCAD SHX Text

PORTLAND CEMENT CONCRETE PULL BOX (725.08)

AutoCAD SHX Text Pull Box Grounding Lug (Note 12)

AutoCAD SHX Text

DUCT TERMINATION AT LIGHT POLE

AutoCAD SHX Text NOTES: : 1. Duct Bank consists of Steel or PVC pipe, direct buried, Single compartment or dual compartment, and pull-box. Drawing details connections to light pole bases and pull boxes. 2. Pull boxes shall conform with C&MS 625.11 and 725.07 or 725.08 or 725.06. 3. Conduit openings shall be sealed after conduit installation. 4. Aggregate used for pull boxes shall be No. 7 or 8, at least 6" deep. Cost for aggregate shall be included with the unit price bid for each pull box. 5. Pull box drains in accordance with C&MS 611 shall be installed as directed by the Engineer. 6. A durable label reminding of the need to lubricate the threads of the cover hold down screws with grease or anti-seize compound shall be on the inside of the frame or upper wall. 7. See specifications for cover marking requirements. 8. Portland cement concrete pull box covers shall be cast iron with reinforcing ribs and matching frames by Neenah, Josam or Zurn foundries, or approved equal, or covers may be 1/2" minimum galvanized plate steel. 9. Tapered thickness portland cement concrete pull box walls may be used; however, minimum wall thickness shall be as indicated. 10. Lifting rings or wire pulling rings may be incorporated into precast portland cement concrete pull box walls. 11. Conduit entries for cast-in-place portland cement concrete pull boxes shall be cast as required. Precast portland cement concrete pull boxes may have field core drilled or sawed openings, or may have precast openings or knockouts. Knockouts shall be arranged to avoid compromising the structural integrity of the box. 12. Grounding braid, with lugs, shall be tinned copper, equivalent to #4 AWG. Do not use wire for the lid grounding conductor. Braid shall be bonded to the circuit grounding conductor by an approved (UL-listed) means. Braid length shall allow for complete removal of cover and placement on ground adjacent to the pull box, 48" minimum. Also, ground the pull box lug connection using the braid or #4 AWG green wire. 13. Polymer concrete, fiberglass and plastic pull boxes (725.06, 725.07, and 725.12) shall come in the following nominal sizes based on volume. Linear dimensions shall match to +/- 5% and volume by +/- 10%.

AutoCAD SHX Text SIZE (nominal)

AutoCAD SHX Text LENGTH (in.)

AutoCAD SHX Text WIDTH (in.)

AutoCAD SHX Text DEPTH (in.)

AutoCAD SHX Text 1.5

AutoCAD SHX Text

E-1

5/8

3/16

5/32

3/8

1 4

Œ ˆ œ ƒ ƒ

3/4

1/4

�1/2

3/4

1/2

�3/4

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COORDINATOR

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ENGINEERING CHIEF

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DATE

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REVISION

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NO.

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DATE

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NO.

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REVISION

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AutoCAD SHX Text V

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AutoCAD SHX Text I

AutoCAD SHX Text N

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AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text B

AutoCAD SHX Text

WRIGHT-PATTERSON AIR FORCE BASE

AutoCAD SHX Text

88TH ABW

AutoCAD SHX Text

DESIGN CHIEF

AutoCAD SHX Text

DATE

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DRAWN

AutoCAD SHX Text

DESIGNED

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CHECKED

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TJB

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TJB

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AutoCAD SHX Text BASE WIDE PAVING AND GROUNDS IDIQ CLIN 0003AP Traffic Signal System

AutoCAD SHX Text 16 24

AutoCAD SHX Text 6/23/21

AutoCAD SHX Text

AutoCAD SHX Text Anchor Base

AutoCAD SHX Text Handhole

AutoCAD SHX Text J Hook

AutoCAD SHX Text H (Dia.)

AutoCAD SHX Text J Hook

AutoCAD SHX Text Pole Cap 3 Set Screws (Min.)

AutoCAD SHX Text Span Wire Clamp (See Note 6)

AutoCAD SHX Text J Hook

AutoCAD SHX Text Anchor Bolts with Std. Steel Hex Nuts and Plain Washers (See Note 7)

AutoCAD SHX Text Anchor Type Shackle

AutoCAD SHX Text " Thick Clevis

AutoCAD SHX Text Extended Strain Pole

AutoCAD SHX Text Pole Identification Tag

AutoCAD SHX Text 3" Blind Half Coupling (See Note 1)

AutoCAD SHX Text Roadway Lighting Luminaire Arm (Not Included)

AutoCAD SHX Text Span Wire Clamp (See Note 6)

AutoCAD SHX Text 3" x 5" Nom. Handhole

AutoCAD SHX Text " dia. U-Bolt

AutoCAD SHX Text " Hex Nut and Lockwasher

AutoCAD SHX Text " Steel Clamp

AutoCAD SHX Text " dia. Holes for 5/32" x 2" S.S. " x 2" S.S. Cotter Pins

AutoCAD SHX Text See Note 5

AutoCAD SHX Text

1.5 " Blind Half Coupling " Blind Half Coupling (if Required; See Note 2)

AutoCAD SHX Text 1 3/8" dia. Hole for 1" " dia. Hole for 1" Sch 80 Pipe x 2.25" Long

AutoCAD SHX Text

TAPERED TUBE

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COMBINATION POLE

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BASE PLATE

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POLE DETAILS

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ANCHOR TYPE SHACKLE

AutoCAD SHX Text NOTES: : 1. Signal cable entrance shall be a 3" blind half coupling provided in each pole. 2. Service wire entrance shall be a 1 " blind half " blind half coupling, when required by the plans. Orientation and height shall be as required by the plans. 3. Span wire clamp shall be galvanized steel, capable of resisting a load of 12,500 pounds minimum without permanent distortion. 4. For foundation details, This sheet. 5. The base plate shall be welded to two ply poles with AWS prequalified welds in conformance with CMS 730.04. 6. Alternate messenger wire assembly (wrapping) may be used in lieu of the span wire clamp if specified in the construction plans. 7. A minimum of one full bolt thread shall remain above the anchor nut. 8. All unused couplings shall be provided with a removable galvanized cast iron plug. 9. For construction details a, this sheet 10. For pole and plate dimensions, see sheet 2. 11. Tapered tube shall be steel with a minimum of 55,000 PSI yield stress after galvanizing. 12. Designs 1 thru 5 tapered steel pole shall be ASTM A595M steel with a minimum of 55,000 PSI yield strength after galvanizing. Designs 6 thru 14 shall be ASTM A572M grade 55 or 65 steel with a minimum of 55,000 or 65,000 PSI yield strength after galvanizing, respectively. 13. Design 13 and 14 strain poles are AASHTO 1994 compliant.

AutoCAD SHX Text

SPAN WIRE CLAMP (TYP.)

AutoCAD SHX Text

AutoCAD SHX Text 39.5

AutoCAD SHX Text 67.0

AutoCAD SHX Text 83.4

AutoCAD SHX Text 101.0

AutoCAD SHX Text 121.0

AutoCAD SHX Text 149.0

AutoCAD SHX Text 176.0

AutoCAD SHX Text 206.0

AutoCAD SHX Text 228.0

AutoCAD SHX Text 270.0

AutoCAD SHX Text 316.0

AutoCAD SHX Text 385.0

AutoCAD SHX Text

AutoCAD SHX Text .239

AutoCAD SHX Text .299

AutoCAD SHX Text 17.25

AutoCAD SHX Text 15.50

AutoCAD SHX Text

AutoCAD SHX Text 14.75

AutoCAD SHX Text

AutoCAD SHX Text .250

AutoCAD SHX Text .313

AutoCAD SHX Text .250

AutoCAD SHX Text .219

AutoCAD SHX Text .250

AutoCAD SHX Text

AutoCAD SHX Text .250

AutoCAD SHX Text .239

AutoCAD SHX Text

AutoCAD SHX Text 12.50

AutoCAD SHX Text 13.50

AutoCAD SHX Text 23.50

AutoCAD SHX Text 16.625

AutoCAD SHX Text 15.50

AutoCAD SHX Text

AutoCAD SHX Text 24.50

AutoCAD SHX Text 2.50

AutoCAD SHX Text 15.50

AutoCAD SHX Text

AutoCAD SHX Text 14.125

AutoCAD SHX Text 20.50

AutoCAD SHX Text

AutoCAD SHX Text 12.75

AutoCAD SHX Text 11.3125

AutoCAD SHX Text 18.50

AutoCAD SHX Text 10.625

AutoCAD SHX Text 9.5625

AutoCAD SHX Text 8.875

AutoCAD SHX Text 7.0625

AutoCAD SHX Text 2.50

AutoCAD SHX Text 2.875

AutoCAD SHX Text 2.50

AutoCAD SHX Text

AutoCAD SHX Text 15.625

AutoCAD SHX Text 14.125

AutoCAD SHX Text 10.50

AutoCAD SHX Text 12.75

AutoCAD SHX Text

AutoCAD SHX Text 1.25

AutoCAD SHX Text 1.50

AutoCAD SHX Text 2.625

AutoCAD SHX Text 2.375

AutoCAD SHX Text 1.625

AutoCAD SHX Text 1.875

AutoCAD SHX Text 2.125

AutoCAD SHX Text

AutoCAD SHX Text 24.04

AutoCAD SHX Text 18.38

AutoCAD SHX Text 3.50

AutoCAD SHX Text 3.375

AutoCAD SHX Text

AutoCAD SHX Text 36.5

AutoCAD SHX Text

DESIGN NO.

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POLE HEIGHT (FT)

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BASE MOMENT AT YIELD (FT KIPS)

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MAX DESIGN BASE MOMENT (FT KIPS) (NOTE 3)

AutoCAD SHX Text

TAPERED (NOTE 1)

AutoCAD SHX Text

BASE DIA.

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MIN. WALL THICKNESS

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TAPERED (NOTE 2)

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BASE DIA.

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MIN. WALL THICKNESS

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NO. OF SIDES

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BOLT CIRCLE

AutoCAD SHX Text F

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text

ANCHOR BASE

AutoCAD SHX Text N/A

AutoCAD SHX Text .500

AutoCAD SHX Text

.478 (2 PLY)

AutoCAD SHX Text

.478 (2 PLY)

AutoCAD SHX Text

.478 (2 PLY)

AutoCAD SHX Text

.598 (2 PLY)

AutoCAD SHX Text

ALL DIMENSIONS IN INCHES, UNLESS OTHERWISE NOTED

AutoCAD SHX Text .626

AutoCAD SHX Text .563

AutoCAD SHX Text E-2

AutoCAD SHX Text Formed Top

AutoCAD SHX Text Top Flush with Sidewalk

AutoCAD SHX Text Anchor Bolts

AutoCAD SHX Text " Sch. 40 PVC

AutoCAD SHX Text 2" Conduit Ell(s) (See Note 3)

AutoCAD SHX Text 511, 499 Concrete Cylinder

AutoCAD SHX Text Capped Conduit (See Note 3)

AutoCAD SHX Text Round Corners

AutoCAD SHX Text Grounding Conductor

AutoCAD SHX Text 1" x 10' Ground Rod

AutoCAD SHX Text No. 6 Rebars, Tie Anchor Bolts to Rebars Cage

AutoCAD SHX Text Note 8

AutoCAD SHX Text See Note 6

AutoCAD SHX Text No. 4 Tie Bars, See Note 4

AutoCAD SHX Text Vertical rebars. See vertical rebar diagram for size and number.

AutoCAD SHX Text See vertical rebar diagrams for size and number of vertical (longitudinal) bars.

AutoCAD SHX Text

ANCHOR BASE

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DIA.

AutoCAD SHX Text

THREADS PER INCH

AutoCAD SHX Text

ANCHOR BOLTS

AutoCAD SHX Text 1 1/4

AutoCAD SHX Text 1 1/2

AutoCAD SHX Text 1 3/4

AutoCAD SHX Text 2 1/2

AutoCAD SHX Text 2 3/4

AutoCAD SHX Text

ALL DIMENSIONS IN INCHES

AutoCAD SHX Text

PLATE WASHER DIAMETER

AutoCAD SHX Text

TOP THREAD LENGTH

3/4

1/4

3/4

1/4

AutoCAD SHX Text Rounded Edges

AutoCAD SHX Text Lashing Rod

AutoCAD SHX Text Messenger Wire

AutoCAD SHX Text Backplate (See Note 7)

AutoCAD SHX Text Strain-Relief Spring (Note 11)

AutoCAD SHX Text Backplate (See Note 7)

AutoCAD SHX Text Cast Wire Rope Clips (3)

AutoCAD SHX Text Strain-Relief Spring (Note 11)

AutoCAD SHX Text Tether Wire

AutoCAD SHX Text Cast Wire Rope Clip

AutoCAD SHX Text Rounded Edges

AutoCAD SHX Text Tape or Wrap Cables

AutoCAD SHX Text Signal Cable

AutoCAD SHX Text Breakaway Clamp, Full Width, Fixed Side Fully Flat

AutoCAD SHX Text Backup Tie (Note 8)

AutoCAD SHX Text Cast Wire Rope Clips (3)

AutoCAD SHX Text Spreader Bar Assembly: Cast Spreader Bar with Integral Serrated Rings

AutoCAD SHX Text Adjustable-Drop Tri-Stud Wire Entrance (Note 4)

AutoCAD SHX Text Spreader Bars (Note 9)

AutoCAD SHX Text 6" Drip Loop (Typ.)

AutoCAD SHX Text Extender: Overlap at Least 3" and Fasten with at Least 2 Bolts at 2" Spacing (See Note 6)

AutoCAD SHX Text Cross Braces: Min. 0.125" Thick 2" Width Galvanized Steel (May be Field Drilled)

AutoCAD SHX Text 6" Drip Loop (Typ.)

AutoCAD SHX Text Field Notch One Corner of Backplate as Needed to Clear Spreader and Tether Wire

AutoCAD SHX Text Clamp Assembly, 3/4" Slot" Slot

AutoCAD SHX Text Single-Hole Extender Connector Hanger, 3/4" " (Note 1)

AutoCAD SHX Text Clamp Assembly, 3/4" Slot" Slot

AutoCAD SHX Text 2" Fluorescent Yellow Reflective Sheeting Border

AutoCAD SHX Text Tether Wire: ", 7-Strand

AutoCAD SHX Text Compression Spring (Note 11)

AutoCAD SHX Text Tri-Stud Breakaway Clamp (Detail "A")

AutoCAD SHX Text Route Wires through Completely Enclosed Raceways, Using Only the Center Openings of Each Section

AutoCAD SHX Text

5 SECTION SIGNAL HEAD SUSPENSION

AutoCAD SHX Text Direction of Vehicle Travel Under Signal

AutoCAD SHX Text 3" Max.

AutoCAD SHX Text Direction of Vehicle Travel Under Signal

AutoCAD SHX Text

1 - 4 SECTION SIGNAL HEAD SUSPENSION

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1. Adjust hanger and span wire clamp to eliminate all play between hanger and all play between hanger and clamp by using shim washers as necessary. Cast 3/4" aluminum matching " aluminum matching matching clamps and hangers with a tight initial fit shall be used. 2. All signal head assemblies shall be installed in a plumb position and All signal head assemblies shall be installed in a plumb position and plumb position and perpendicular to the approach lane. 3. All signal heads shall be installed with their lowest part (including tether attachment hardware and backplates) with a clearance above the roadway pavement at all points of 17' to 19'. It is intended that this clearance be obtained without the use of bottom extenders, but rather by the careful selection of foundation heights, attachment heights, span wire sag, and other factors during the installation. If the installation cannot be adjusted to the the installation. If the installation cannot be adjusted to the proper clearance the Contractor shall advise the Engineer of all signals which exceed the maximum. The Engineer will, in consultation with the maintaining agency, direct the use of extenders or waive the maximum clearance requirement for each head. If extenders are necessary, adjustable signal head. If extenders are necessary, adjustable signal hangers as detailed may be used. Only top extenders shall be used; see Note 6. 4. Signal head rotation shall be prevented by the use of serrated rings and Signal head rotation shall be prevented by the use of serrated rings and tri-studs or other positive devices incorporated in the signal housing and at positive devices incorporated in the signal housing and at critical locations in the supporting hardware. Only single-piece tri-stud hardware. Only single-piece tri-stud entrance ports shall be used, not inserts. Nylon locking or deformed-thread deformed-thread nuts shall be used. 5. All conductors shall have adequate clearance between hangers, thimbles, bullrings, etc. in order to avoid damage from rubbing. 6. For all tethered installations, breakaway tether anchor(s) shall be installed in For all tethered installations, breakaway tether anchor(s) shall be installed in bottom bracket. Bottom tether anchor extender shall be used only if there is interference between backplate and tether wire. Signal height adjustment shall be made by top-mounted extenders only. Breakaway clamp shall be full width shall be full width with rounded edges. Clamp should compress tether wire only against a flat surface (Detail A). 7. All backplates shall have louvers and 2" fluorescent yellow reflective border. Border shall not be applied over louvers. Louvers should be oriented to scoop air from the front side and oriented with the openings facing alternate directions by groups, as shown. Louver open area shall be at least 8 percent of the total backplate area. 5-section backplates shall have notched top corners, as shown. 8. Backup tie shall be 1/4", 7- strand wire identical to tether wire. Three cast ", 7- strand wire identical to tether wire. Three cast wire rope clips on each side shall be used with 18" overlap and spacing as on each side shall be used with 18" overlap and spacing as shown. Tie shall hang no lower than 16.5' above pavement, and must not rub against the breakaway clamp. Ties under 3-section heads are recommended in windy areas; shall be installed if specified in plans, or if directed by the Engineer. Spacing of clips may be adjusted to accommodate adjacent heads. Spacing of clips may be adjusted to accommodate adjacent heads. Closely spaced adjacent heads may share a single backup tie and wire share a single backup tie and wire rope clips. There shall be a minimum of three wire rope clips between heads. 9. On diagonal spans, a double spreader bar assembly shall be used. Each spreader bar shall be cast aluminum or steel with integral serrations, two on the ends, one in the middle on the opposite side. These shall be attached as side. These shall be attached as shown in Details B1 and B2. All spreader bar hardware shall be stainless steel, with nylon locking or deformed-thread nuts. 10. Multi-way heads with backplates shall not be used on tethered spans. Existing multi-way heads shall be separated as directed by the Engineer. Rewire as necessary to separate the heads per the proper alignment. 11. Compression spring, 0.375" OD, 0.054" wire dia-meter, 10-12 coils per inch, stainless steel 6" minimum length.minimum length.

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DOUBLE SPREADER BARS AND CROSS-BRACING ON DIAGONAL SPANS (FRONT VIEW)

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DETAIL "B1"

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DETAIL "B2"

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DETAIL "A"

AutoCAD SHX Text BACKPLATE LOUVER CONFIGURATION (Typ.)

AutoCAD SHX Text (See Note 7)

AutoCAD SHX Text DOUBLE SPREADER BARS AND CROSS-BRACING ON DIAGONAL SPANS (BOTTOM VIEW) (Typ.)

AutoCAD SHX Text (See Note 10)

AutoCAD SHX Text BREAKAWAY TETHER ANCHOR (Typ.)

AutoCAD SHX Text (See Note 6)

AutoCAD SHX Text Integral Center Panel may be Omitted if a Separable Part of Backplate Assembly, but a Center Panel must be Installed in all Finished Heads such that there is No Gap through which Light will Shine.

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COORDINATOR

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ENGINEERING CHIEF

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DATE

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REVISION

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WRIGHT-PATTERSON AIR FORCE BASE

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88TH ABW

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DESIGN CHIEF

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DATE

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DESIGNED

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CHECKED

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TJB

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TJB

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AutoCAD SHX Text BASE WIDE PAVING AND GROUNDS IDIQ CLIN 0003AP Traffic Signal System

AutoCAD SHX Text 17 24

AutoCAD SHX Text 6/23/21

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E-3 ƒ

1/4

3/4

AutoCAD SHX Text Signal Cable

AutoCAD SHX Text Conduit for Underground Signal Cables When Specified

AutoCAD SHX Text " Sch. 40 PVC Conduit for Grounding Conductor

AutoCAD SHX Text Conduit Attachment (See Note 8)

AutoCAD SHX Text Conduit Riser and Weatherhead (Size as Specified)

AutoCAD SHX Text Ground Line

AutoCAD SHX Text Meter Base

AutoCAD SHX Text Power Cable

AutoCAD SHX Text Signal Cable

AutoCAD SHX Text Conduit Attachment

AutoCAD SHX Text Meter Base

AutoCAD SHX Text Controller Pole Mounting Assembly

AutoCAD SHX Text Controller Cabinet

AutoCAD SHX Text 2 1/2 " LB " LB Type Fitting min. (See Note 11)

AutoCAD SHX Text Work Pad (See Note 10)

AutoCAD SHX Text Ground Line

AutoCAD SHX Text " Sch. 40 PVC

AutoCAD SHX Text Grounding Lug with Grounding Conductor to Disconnect Switch

AutoCAD SHX Text Grounding Conductor, Continuous to Ground Rod

AutoCAD SHX Text 1 1/2 " LB Type Fitting " LB Type Fitting to Blind Half Coupling or 1 1/2 " Conduit and " Conduit and Fittings Into the Bottom of the Controller Cabinet

AutoCAD SHX Text Connectors (Typ.) (See Note 3)

AutoCAD SHX Text Power Cable

AutoCAD SHX Text Clevis with Insulator

AutoCAD SHX Text Splices

AutoCAD SHX Text Service Cable (See Note 2 & 4)

AutoCAD SHX Text Clevis with Insulator

AutoCAD SHX Text Power Cable

AutoCAD SHX Text Conduit Riser and Weather Head (When Required for Overhead Power Feed to Controller)

AutoCAD SHX Text Conduit Attachment

AutoCAD SHX Text Meter Base (See Note 7)

AutoCAD SHX Text " Sch. 40 PVC Conduit For Grounding Conductor (Or Underground Power Feed to Controller)

AutoCAD SHX Text See Note 13

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File details come from the government source that posted it. Updated Feb 22, 2023.