E1.3_-_Site_Development_Drawings_DRAFT_2019-0719_Part3.pdf

PDF 20 MB Posted Sep 17, 2019

Attached to: Pullman National Monument, PULL 223195-253045 Federal contract opportunity
Solicitation number: 140P2019R0048
Issued by: Department of the Interior National Park Service National Office

About this file

Written by GovTribe AI · Dec 27, 2023

This pre-solicitation notice announces an upcoming solicitation for construction services at Pullman National Monument in Chicago, Illinois. The project involves stabilizing an administration building and constructing a new visitor center. Work on the administration building includes masonry repairs, floor slab installation, egress enclosures, and elevator installation. The visitor center scope includes tenant improvements to convert portions of the first floor into public spaces, with new finishes, millwork, and mechanical, electrical and plumbing systems. Both projects will be awarded as a single contract with an estimated price range of $5-10 million and period of performance from September 2019 to August 2020. The solicitation will be issued on FedBizOpps as a total small business set-aside, with a response due date to be determined. The National Park Service seeks to maximize opportunities for small businesses.

From the source

Site Development Drawings, Part 3of 3

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Other files for this federal contract opportunity

Other files attached to Pullman National Monument, PULL 223195-253045, newest first.
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191024_RFI_Response_WSP_009-010_MEP_detail.pdf	PDF	Oct 28, 2019
8-A2.4B_INT_ELEV_A2-Addendum_191022.pdf	PDF	Oct 25, 2019
10-ED1.0_POWER_1ST_FLOOR_DEMOLITION.PDF	PDF	Oct 25, 2019
3-PULL_Visitor_Center,_Bidding_Questions_as_of_10-22-2019.pdf	PDF	Oct 25, 2019
2-Amendment_Number_0006_Narrative.pdf	PDF	Oct 25, 2019
11-S1.0_01STRPLN_S1-Addendum_191024.pdf	PDF	Oct 25, 2019
5-084413_Glazed_Aluminum_Curtain_Walls.pdf	PDF	Oct 25, 2019
4-10.22.19_-_Pullman_Visitor_Center_Camera_Changes.pdf	PDF	Oct 25, 2019
1-140P2019R0048,_Amendment_No._0006.pdf	PDF	Oct 25, 2019
9-A6.4_WINDDTLS_A6-Addendum_191022.pdf	PDF	Oct 25, 2019
North_Bay_Electrical_Equipment.pdf	PDF	Oct 21, 2019
PULL_VC_Contractor_Site_Visit_Attendees_191017.pdf	PDF	Oct 21, 2019
PULL_223195_Sustainability_Checklist_2019-0619.pdf	PDF	Oct 21, 2019
SF_30_-_140P2019R0048-Amendment_0005.pdf	PDF	Oct 21, 2019
PULL_223195_ARCH_Submittal_List_2019-0820.pdf	PDF	Oct 21, 2019
1-Amendment__4_Narrative.pdf	PDF	Oct 11, 2019
2-Amend__4,_Vol_II,_Instructions_.pdf	PDF	Oct 11, 2019
B11_PULL_223195-253045_VC_prebid_attendees_191009.pdf	PDF	Oct 11, 2019
SF_30_Amendment___4_140P2019R0048.pdf	PDF	Oct 11, 2019
PULL_Prebid_Notes.pptx	PPTX presentation	Oct 11, 2019
PULL_Visitor_Center,_Bidding_Questions,_10-1-2019.xlsx	XLSX spreadsheet	Oct 2, 2019
Amendment_0003_140P2019R0048.pdf	PDF	Oct 2, 2019
E2.3_-_VC_Exhibit_Design_Part3.pdf	PDF	Sep 26, 2019
B02_SF_30,_Amend_No._002.pdf	PDF	Sep 26, 2019
E2.4_-_VC_Exhibit_Design_Part4.pdf	PDF	Sep 26, 2019
_B08_PULL_223195-253045_Amend__1,_page_175_of_180,_preproposal.pdf	PDF	Sep 24, 2019
B01_PULL_223195-253045_140P2019R0048_SF_1442,_Amend__1.pdf	PDF	Sep 24, 2019
B08_PULL_223195-253045_Amend__1,_Narrative.pdf	PDF	Sep 24, 2019
B08_PULL_223195-253045_Amend__1,_SF_30.pdf	PDF	Sep 24, 2019
PULL_223195_ARCH_ContractPriceSchedule_rfp-6-18-19.xls	XLS spreadsheet	Sep 17, 2019
B08_Solit_PSP_Vol_II_SubKPlanForm_REQD.doc	DOC document	Sep 17, 2019
5-PSP_Vol_I,_pkg.pdf	PDF	Sep 17, 2019
B_-_VC_Building_Soil_Sampling_Report_DAI.pdf	PDF	Sep 17, 2019
D2_-_Pullman_Stabilization_Project_Manual.pdf	PDF	Sep 17, 2019
E1.1_-_Site_Development_Drawings_DRAFT_2019-0719_Part1.pdf	PDF	Sep 17, 2019
D1_-_Pullman_Stabilization_Drawings.pdf	PDF	Sep 17, 2019
1-PULL_223195_FINAL_Spec_BOOK_1_2019-0913.pdf	PDF	Sep 17, 2019
2-PULL_223195_FINAL_Spec_BOOK_2_2019-0913.pdf	PDF	Sep 17, 2019
B08_PULL_223195-153045_140P2019R0048_Binder1.pdf	PDF	Sep 17, 2019
4-B03_PULL_223195-253045_General_Decision,_IL20190009_.pdf	PDF	Sep 17, 2019
B08_Solit_PSP_Vol_II_SBSubKCalc.xlsx	XLSX spreadsheet	Sep 17, 2019
C_-_Limited_Hazardous_Materials_Report_GSG.pdf	PDF	Sep 17, 2019
A_-_Soils_Investigation_Report_TSC.pdf	PDF	Sep 17, 2019
E2.1_-_VC_Exhibit_Design_Part1.pdf	PDF	Sep 17, 2019
E2.3_-_VC_Exhibit_Design_Part3.pdf	PDF	Sep 17, 2019
E2.4_-_VC_Exhibit_Design_Part4.pdf	PDF	Sep 17, 2019
3-PULL_223195_FINAL_Drawings_2019-0913.pdf	PDF	Sep 17, 2019
E1.2_-_Site_Development_Drawings_DRAFT_2019-0719_Part2.pdf	PDF	Sep 17, 2019
6-PSP_Vol_II,_pkg.pdf	PDF	Sep 17, 2019
E2.2_-_VC_Exhibit_Design_Part2.pdf	PDF	Sep 17, 2019

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S COTTAGE GROVE AVE (TWO-WAY)

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SEE L10.11 / DTL 1

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C H

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COMED CONDUIT PER ATLAS

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SHEET

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DATE:

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TECH. REVIEW:

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DESIGNED:

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JC/RR

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YT/JR

AutoCAD SHX Text 07/19/19

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PULLMAN STATE HISTORIC SITE

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CHICAGO, ILLINOIS

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10/4/2018 9:51:45 AM

AutoCAD SHX Text n:\project active\8037 pullman national monument visitor center\dwg\8037_plnt.dwg

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KEY PLAN

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LEGEND

AutoCAD SHX Text L6.4

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SCALE OF FEET

AutoCAD SHX Text 1" = 20'

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ENLARGEMENT -

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NORTHWEST

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SUB SHEET NO.

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TITLE OF SHEET

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SHEET

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TECH. REVIEW:

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DESIGNED:

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JC/RR

AutoCAD SHX Text

YT/JR

AutoCAD SHX Text 07/19/19

AutoCAD SHX Text

PULLMAN STATE HISTORIC SITE

AutoCAD SHX Text

CHICAGO, ILLINOIS

AutoCAD SHX Text

10/4/2018 9:51:45 AM

AutoCAD SHX Text n:\project active\8037 pullman national monument visitor center\dwg\8037_plnt.dwg

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text L6.5

AutoCAD SHX Text

PLANTING PLAN

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 20'

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ENLARGEMENT -

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+3 HP

1T H

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S COTTAGE GROVE AVE (TWO-WAY)

NOTE:

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ARCHITECT IN THE FIELD (BULBS

PLANTED ACROSS ENTIRE

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SHADE TREE

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AutoCAD SHX Text E

AutoCAD SHX Text

SUB SHEET NO.

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TITLE OF SHEET

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TECH. REVIEW:

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DESIGNED:

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JC/RR

AutoCAD SHX Text

YT/JR

AutoCAD SHX Text 07/19/19

AutoCAD SHX Text

PULLMAN STATE HISTORIC SITE

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CHICAGO, ILLINOIS

AutoCAD SHX Text

10/4/2018 9:51:45 AM

AutoCAD SHX Text n:\project active\8037 pullman national monument visitor center\dwg\8037_plnt.dwg

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text L6.6

AutoCAD SHX Text

PLANTING PLAN

AutoCAD SHX Text

ENLARGEMENT -

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SITE ENTRANCE

AutoCAD SHX Text

SCALE OF FEET

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O W

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REFER TO ARCH

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REFER TO L6.2

FOR SPECIES

NATIVE SEEDING

TURFGRASS - SEED

PERENNIALS /

GROUNDCOVER

EXISTING TREE

SHADE TREE

ORNAMENTAL TREE

EVERGREEN TREE

DECIDUOUS SHRUBS

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GRAVEL MULCH

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LIMITS OF WORK

PROPERTY LINE

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AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE:

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TECH. REVIEW:

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DESIGNED:

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JC/RR

AutoCAD SHX Text

YT/JR

AutoCAD SHX Text 07/19/19

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PULLMAN STATE HISTORIC SITE

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CHICAGO, ILLINOIS

AutoCAD SHX Text

10/4/2018 9:51:45 AM

AutoCAD SHX Text n:\project active\8037 pullman national monument visitor center\dwg\8037_plnt.dwg

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text L6.7

AutoCAD SHX Text

PLANTING PLAN

AutoCAD SHX Text

ENLARGEMENTS

AutoCAD SHX Text

SCALE OF FEET

TURFGRASS - SEED,

SEE L10.11 / DTL 8

NATIVE SEEDING

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PERENNIALS /

GROUNDCOVER

EXISTING TREE

SHADE TREE

ORNAMENTAL TREE

EVERGREEN TREE

DECIDUOUS SHRUBS

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ORNAMENTAL GRASSES

GRAVEL MULCH

TURFGRASS - SOD

LIMITS OF WORK

PROPERTY LINE

PLANTING PLAN ENLARGEMENT - ENTRY PLAZA

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GE.MF

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

JC/RR

AutoCAD SHX Text

YT/JR

AutoCAD SHX Text 07/19/19

AutoCAD SHX Text

PULLMAN STATE HISTORIC SITE

AutoCAD SHX Text

CHICAGO, ILLINOIS

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10/4/2018 9:51:45 AM

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AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text L6.8

AutoCAD SHX Text

PLANTING PLAN

AutoCAD SHX Text

ENLARGEMENT -

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ENTRY PLAZA

AutoCAD SHX Text

SCALE OF FEET

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1/4" = 1'-0"

EXISTING BUILDING

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SHEET

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DATE:

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JC/RR

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YT/JR

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PULLMAN STATE HISTORIC SITE

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CHICAGO, ILLINOIS

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10/4/2018 9:51:45 AM

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AutoCAD SHX Text

KEY PLAN

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LEGEND

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AutoCAD SHX Text

PLANTING PLAN

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ENLARGEMENT -

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TRANSFER PIT

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SCALE OF FEET

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SHADE TREE

ORNAMENTAL TREE

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GRAVEL MULCH

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LIMITS OF WORK

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SUB SHEET NO.

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TECH. REVIEW:

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DESIGNED:

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JC/RR

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PULLMAN STATE HISTORIC SITE

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AutoCAD SHX Text

KEY PLAN

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LEGEND

AutoCAD SHX Text L6.10

AutoCAD SHX Text

PLANTING PLAN

AutoCAD SHX Text

ENLARGEMENT -

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SCALE OF FEET

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REFER TO L6.4 FOR SPECIES

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TITLE OF SHEET

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DATE:

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DESIGNED:

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JC/RR

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YT/JR

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PULLMAN STATE HISTORIC SITE

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10/4/2018 9:51:45 AM

AutoCAD SHX Text n:\project active\8037 pullman national monument visitor center\dwg\8037_plnt.dwg

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KEY PLAN

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LEGEND

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PLANTING PLAN

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ENLARGEMENT

AutoCAD SHX Text

SCALE OF FEET

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FOR SPECIES

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GROUNDCOVER

EXISTING TREE

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GRAVEL MULCH

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LIMITS OF WORK

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AL.PU

BULBS:

GA.NI

AL.SP

NA.FE

CR.SP

RH.GR

HY.PA

JU.KC

PH.SE

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AutoCAD SHX Text L6.13

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PLANTING SCHEDULE

+3 HP

1T H

S T

(T W

O W

S COTTAGE GROVE AVE (TWO-WAY)

SOUTH SLAB

EXISTING BUILDING

ENTRY PLAZA

FRONT LAWN

TRANSFER PIT

EAST PLAZA

PARKING LOT

EXISTING BUILDING OVERFLOW

PARKING

SERVICE DRIVE

TEMPORARY BUS PARKING

UPLIGHT

SPOTLIGHT

HISTORIC PEDESTRIAN

LIGHT, TYPE 1

CONTEMPORARY PEDESTRIAN /

VEHICULAR LIGHT

HISTORIC PEDESTRIAN

LIGHT, TYPE 2

LIMITS OF WORK

PROPERTY LINE

LIGHTING PLAN

1" = 40'-0"1

MATCH LINE L7.5

C H

E L7

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C H

E L7

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C H

E L7

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KEY PLAN

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LEGEND

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SCALE OF FEET

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AutoCAD SHX Text 1" = 40'

KEY PLAN

+3 HP

1T H

S T

(T W

O W

S COTTAGE GROVE AVE (TWO-WAY)

UPLIGHT, SEE SPEC

PROPERTY LINE

HISTORIC PEDESTRIAN LIGHT - TYPE 1,

SEE DETAILS 1, 3-4/L10.10

UPLIGHT

SPOTLIGHT

HISTORIC PEDESTRIAN

LIGHT, TYPE 1

CONTEMPORARY PEDESTRIAN /

VEHICULAR LIGHT

HISTORIC PEDESTRIAN

LIGHT, TYPE 2

LIMITS OF WORK

PROPERTY LINE

LIGHTING PLAN ENLARGEMENT - SOUTHWEST

1" = 20'-0"1

T L7

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SHEET L7.3

C H

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YT/JR

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KEY PLAN

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LEGEND

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SCALE OF FEET

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text L7.2

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LIGHTING PLAN

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ENLARGEMENT -

SOUTHWEST

EXISTING BUILDING

1T H

S T

(T W

O W

CONTEMPORARY PEDESTRIAN /

VEHICULAR LIGHT, SEE DETAILS

2-4/L10.10

HISTORIC PEDESTRIAN LIGHT,

TYPE 2, SEE DETAIL 1/L10.10

UPLIGHT

SPOTLIGHT

HISTORIC PEDESTRIAN

LIGHT, TYPE 1

CONTEMPORARY PEDESTRIAN /

VEHICULAR LIGHT

HISTORIC PEDESTRIAN

LIGHT, TYPE 2

LIMITS OF WORK

PROPERTY LINE

LIGHTING PLAN ENLARGEMENT - SOUTHEAST

1" = 20'-0"1

T L7

SHEET L7.2

MATCH LINE

C H

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KEY PLAN

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LIGHTING PLAN

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SCALE OF FEET

AutoCAD SHX Text 1" = 20'

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ENLARGEMENT -

SOUTHEAST

S COTTAGE GROVE AVE (TWO-WAY)

EXISTING BUILDING

HISTORIC PEDESTRIAN LIGHT, TYPE 1,

SEE DETAILS 1, 3-4/L10.10

SPOT LIGHT, SEE

DETAIL 5/L10.10

CONTEMPORARY

PEDESTRIAN / VEHICULAR

LIGHT, SEE DETAILS

2-4/L10.10

LIGHT STRIP AT TRANSFER TABLE,

SEE DETAIL 2/L10.7

UPLIGHT

SPOTLIGHT

HISTORIC PEDESTRIAN

LIGHT, TYPE 1

CONTEMPORARY PEDESTRIAN /

VEHICULAR LIGHT

HISTORIC PEDESTRIAN

LIGHT, TYPE 2

LIMITS OF WORK

PROPERTY LINE

LIGHTING PLAN ENLARGEMENT - NORTHWEST

1" = 20'-0"1

C H

MATCH LINE

SHEET L7.5

T L7

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SCALE OF FEET

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ENLARGEMENT -

CONTEMPORARY PEDESTRIAN / VEHICULAR

LIGHT, SEE DETAILS 2-4/L10.10UPLIGHT

SPOTLIGHT

HISTORIC PEDESTRIAN

LIGHT, TYPE 1

CONTEMPORARY PEDESTRIAN /

VEHICULAR LIGHT

HISTORIC PEDESTRIAN

LIGHT, TYPE 2

LIMITS OF WORK

PROPERTY LINE

LIGHTING PLAN ENLARGEMENT - NORTHEAST

1" = 20'-0"1

C H

SHEET L7.4

MATCH LINE

T L7

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CHICAGO, ILLINOIS

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KEY PLAN

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LEGEND

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LIGHTING PLAN

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SCALE OF FEET

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ENLARGEMENT -

+3 HP

1T H

S T

(T W

O W

S COTTAGE GROVE AVE (TWO-WAY)

SOUTH SLAB

EXISTING BUILDING

ENTRY PLAZA

FRONT LAWN

TRANSFER PIT

EAST PLAZA

PARKING LOT

EXISTING BUILDING OVERFLOW

PARKING

SERVICE DRIVE

TEMPORARY BUS PARKING

IRRIGATED AREA

QUICK COUPLERS

YARD HYDRANTS WITH QUICK

COUPLERS

4" SOLID PVC SLEEVING

HOSE BIB

LIMITS OF WORK

PROPERTY LINE

IRRIGATION PLAN

1" = 40'-0"1

MATCH LINE L7.10

C H

E L7

MATCH LINE L7.7

MATCH LINE L7.8

C H

E L7

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C H

E L7

C H

E L7

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SCALE OF FEET

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KEY PLAN

+3 HP

1T H

S T

(T W

O W

S COTTAGE GROVE AVE (TWO-WAY)

YARD HYDRANTS WITH QUICK

COUPLERS - 100' MAX. RADIUS

PROPERTY LINE

IRRIGATED AREA WITH

POP-UP SPRINKLERS

YARD HYDRANTS WITH QUICK

COUPLERS

QUICK COUPLERS

IRRIGATED AREA

HOSE BIB

4" SOLID PVC SLEEVING

LIMITS OF WORK

PROPERTY LINE

IRRIGATION PLAN ENLARGEMENT - SOUTHWEST

1" = 20'-0"1

T L7

MATCH LINE

SHEET L7.8

C H

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YT/JR

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PULLMAN STATE HISTORIC SITE

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CHICAGO, ILLINOIS

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KEY PLAN

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LEGEND

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SCALE OF FEET

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text L7.7

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IRRIGATION PLAN

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ENLARGEMENT -

SOUTHWEST

EXISTING BUILDING

1T H

S T

(T W

O W

IRRIGATED AREA WITH

POP-UP SPRINKLERS

YARD HYDRANTS WITH QUICK

COUPLERS - 100' MAX. RADIUS

YARD HYDRANTS WITH QUICK

COUPLERS

QUICK COUPLERS

IRRIGATED AREA

HOSE BIB

4" SOLID PVC SLEEVING

LIMITS OF WORK

PROPERTY LINE

IRRIGATION PLAN ENLARGEMENT - SOUTHEAST

1" = 20'-0"1

T L7

SHEET L7.7

MATCH LINE

C H

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4" PL PER ATLAS

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6" PER ATLAS

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SHEET

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DATE:

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TECH. REVIEW:

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DESIGNED:

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JC/RR

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YT/JR

AutoCAD SHX Text 07/19/19

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PULLMAN STATE HISTORIC SITE

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CHICAGO, ILLINOIS

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10/4/2018 9:51:45 AM

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KEY PLAN

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LEGEND

AutoCAD SHX Text L7.8

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IRRIGATION PLAN

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SCALE OF FEET

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

ENLARGEMENT -

SOUTHEAST

S COTTAGE GROVE AVE (TWO-WAY)

EXISTING BUILDING

YARD HYDRANTS

WITH QUICK

COUPLERS - 100' MAX.

RADIUS

IRRIGATED AREA

WITH POP-UP

SPRINKLERS

YARD HYDRANTS WITH QUICK

COUPLERS

QUICK COUPLERS

IRRIGATED AREA

HOSE BIB

4" SOLID PVC SLEEVING

LIMITS OF WORK

PROPERTY LINE

IRRIGATION PLAN ENLARGEMENT - NORTHWEST

1" = 20'-0"1

C H

MATCH LINE

SHEET L7.10

T L7

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COMED CONDUIT PER ATLAS

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SUB SHEET NO.

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TITLE OF SHEET

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SHEET

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DATE:

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TECH. REVIEW:

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DESIGNED:

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JC/RR

AutoCAD SHX Text

YT/JR

AutoCAD SHX Text 07/19/19

AutoCAD SHX Text

PULLMAN STATE HISTORIC SITE

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CHICAGO, ILLINOIS

AutoCAD SHX Text

10/4/2018 9:51:45 AM

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KEY PLAN

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LEGEND

AutoCAD SHX Text L7.9

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IRRIGATION PLAN

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SCALE OF FEET

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

ENLARGEMENT -

QUICK COUPLER -

100' MAX. RADIUS

IRRIGATED AREA

WITH POP-UP

SPRINKLERS

HOSE BIB

IRRIGATION CONTROLLER

AND RPZ(s) LOCATED WITHIN

BUILDING

YARD HYDRANTS WITH QUICK

COUPLERS

QUICK COUPLERS

IRRIGATED AREA

HOSE BIB

4" SOLID PVC SLEEVING

LIMITS OF WORK

PROPERTY LINE

IRRIGATION PLAN ENLARGEMENT - NORTHEAST

1" = 20'-0"1

C H

SHEET L7.9

MATCH LINE

T L7

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AutoCAD SHX Text 10.5

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SUB SHEET NO.

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SHEET

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DATE:

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TECH. REVIEW:

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DESIGNED:

AutoCAD SHX Text

JC/RR

AutoCAD SHX Text

YT/JR

AutoCAD SHX Text 07/19/19

AutoCAD SHX Text

PULLMAN STATE HISTORIC SITE

AutoCAD SHX Text

CHICAGO, ILLINOIS

AutoCAD SHX Text

10/4/2018 9:51:45 AM

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AutoCAD SHX Text

KEY PLAN

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LEGEND

AutoCAD SHX Text L7.10

AutoCAD SHX Text

IRRIGATION PLAN

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

ENLARGEMENT -

TRANSFER PIT SECTION A

1/4" = 1'-0"1

TRANSFER PIT SECTION B

1/4" = 1'-0"2

TRANSFER PIT SECTION C

1/4" = 1'-0"3

TRANSFER PIT SECTION E

1/4" = 1'-0"5

TRANSFER PIT SECTION D

1/4" = 1'-0"4

69'

PERMEABLE PAVERS, SEE L10.4 / DTLS 9-10

BUILDING FACE

PERMEABLE PAVERS, SEE L10.4 / DTLS 9-10

CONCRETE PAVING - PEDESTRIAN,

SEE L10.4 / DTL 1

17' 15' 5' 15' 17'

BUILDING FACE

PERMEABLE PAVERS, SEE L10.4 /

DTL DTLS 9-10

GRAVEL MULCH

PERMEABLE PAVERS, SEE L10.4 / DTLS 9-10

CONCRETE PAVING - PEDESTRIAN,

SEE L10.4 / DTL 1

METAL EDGE RESTRAINT, SEE L10.4 / DTL 10

PERMEABLE PAVERS, SEE L10.4 / DTLS 9-10

69'

BUILDING FACE

TRANSFER TABLE, SEE L10.7

CONCRETE PAVING - PEDESTRIAN,

SEE L10.4 / DTL 1

1'Ø

BENCH, TYPE 1B, SEE L10.5 / DTL 7

PERMEABLE PAVING, SEE

L10.4 / DTLS 9-10

PERIMETER FENCE, SEE L10.8 / DTL 1 BUILDING FACE

CONCRETE PAVING - PEDESTRIAN,

SEE L10.4 / DTL 1

17' 15' 5' 2' 13' 21'-2"

GRAVEL MULCH

PERMEABLE PAVING, SEE

L10.4 / DTLS 9-10

PERMEABLE PAVING, SEE L10.4 / DTLS 9-10

X X X X X

ADJACENT SOUTH SLAB

ADJACENT PERMEABLE PAVING,

SEE L10.4 / DTL 9

15'-6 1/16"

CONCRETE CURB IN FRONT,

SEE L10.4 / DTL 12

47'-1 3/8" 47'-1 3/8"

TRANSFER TABLE, SEE

L10.7 / DTL 3

2.1% SLOPE 2.1% SLOPE

2'W CONCRETE GRADE BEAM,

SEE L10.4 / DTL 12

CONCRETE CURB IN FRONT,

SEE L10.4 / DTL 12

ADJACENT PERMEABLE PAVING,

SEE L10.4 / DTL 9

2'W CONCRETE GRADE BEAM,

SEE L10.4 / DTL 12

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

JC/RR

AutoCAD SHX Text

YT/JR

AutoCAD SHX Text 07/19/19

AutoCAD SHX Text

PULLMAN STATE HISTORIC SITE

AutoCAD SHX Text

CHICAGO, ILLINOIS

AutoCAD SHX Text

10/4/2018 9:51:45 AM

AutoCAD SHX Text n:\project active\8037 pullman national monument visitor center\dwg\8037_sect.dwg

AutoCAD SHX Text L8.2

AutoCAD SHX Text

LANDSCAPE SECTIONS

ENTRY PLAZA SECTION

1/4" = 1'-0"1

TRANSFER TABLE SECTION B

1/4" = 1'-0"3

TRANSFER TABLE SECTION A

1/4" = 1'-0"2

XXXXX XXX X XXX XXX X XXX XXX X XXX XXX X XXX XXX X XXX XXX X XXX XXX X XXX XXX X XXX XXX X XXX XXX X XXX XXX X XXX XXX X XXX XXX X XXX XXX X XXX XXX X XX X

MONUMENT SIGN, SEE L10.6 / DTL 4

BUILDING FACE

CONCRETE PAVING - PEDESTRIAN,

SEE L10.4 / DTL 1

40'

X X XX X XX X

ADJACENT DECOMPOSED

AGGREGATE WITH STEEL EDGE

36" H MOUNTED SIGN WALL,

SEE L10.5 / DTL 10

TRANSFER TABLE, SEE L10.7

PERMEABLE PAVERS, SEE

L10.4 / DTLS 9-10

6" 9"

15'

TRANSFER TABLE, SEE L10.7

14' 12'-1"2' 5'

BENCH - TYPE 1B,

SEE L10.5 / DTL 7

PERMEABLE PAVERS, SEE L10.4 / DTLS 9-10

PERMEABLE PAVERS, SEE

L10.4 / DTLS 9-10

BENCH, TYPE 1B, SEE L10.5 / DTL 7

PERMEABLE PAVERS, SEE

L10.4 / DTLS 9-10

GRAVEL MULCH

6" 9"

X X X X X X X X X X

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

JC/RR

AutoCAD SHX Text

YT/JR

AutoCAD SHX Text 07/19/19

AutoCAD SHX Text

PULLMAN STATE HISTORIC SITE

AutoCAD SHX Text

CHICAGO, ILLINOIS

AutoCAD SHX Text

10/4/2018 9:51:45 AM

AutoCAD SHX Text n:\project active\8037 pullman national monument visitor center\dwg\8037_sect.dwg

AutoCAD SHX Text L8.3

AutoCAD SHX Text

LANDSCAPE SECTIONS

CONCRETE PAVING - PEDESTRIAN SECTION

1" = 1'-0"1

NOTES:

1. REFER TO PAVING PLANS FOR CONCRETE JOINT PATTERN AND SPACING.

2. TYP BROOM FINISH, MINIMUM DEPTH 1/32", MAXIMUM DEPTH 1/16", DIRECTION OF STROKE TO

BE PERPENDICULAR TO DIRECTION OF PEDESTRIAN TRAFFIC, UNLESS NOTED OTHERWISE.

3. NO WWF IN ROW.

X X X X X X X X X X

5" THICK CONCRETE

WWF 6" x 6" W2.9 x W2.9 HEAVY

DUTY MESH EPOXY COATED

CONTROL OR

EXPANSION JOINT,

SEE DETAILS 4 & 5

6" CA-6 COMPACTED TO 95% MOD PROCTOR

DENSITY INSTALLED IN (2) EQ LIFTS

COMPACTED SUBGRADE

METAL ACCENTS SECTION

1" = 1'-0"2

(PEDESTRIAN) W/ EMBEDDED

VEHICULAR SECTION

1" = 1'-0"3 SAWCUT CONTROL JOINT SECTION

1" = 1'-0"4

X X X X X X

5" THICK CONCRETE

SAWCUT CONTRACTION JOINT FOR

DEPTH EQUAL TO AT LEAST 1/4

CONCRETE THICKNESS

6" CA-6 COMPACTED TO 95% MOD PROCTOR

DENSITY INSTALLED IN (2) EQ LIFTS

COMPACTED SUBGRADE

X X X

EXPANSION JOINT SECTION

1" = 1'-0"5

X X X X X X X X X

3/ 4"

REMOVABLE EXPANSION FILLER CAP.

AFTER FILLER CAP IS REMOVED FILL

WITH SEALANT BEAD

CONCRETE SEALANT BEAD

5" THICK CONCRETE

1/2" EXPANSION JOINT @

30'-0" MAX (OR AS NOTED)

FILLER FULL DEPTH

18" LONG X 1/2" Ø EPOXY

COATED DOWEL @ 12" O.C.

WITH SLEEVE

6" CA-6 COMPACTED TO 95% MOD PROCTOR

DENSITY INSTALLED IN (2) EQ LIFTS

COMPACTED SUBGRADE

ISOLATION JOINT SECTION

1" = 1'-0"6 ASPHALT PAVING SECTION

1" = 1'-0"7

CA-6 COMPACTED TO 95% MOD PROCTOR

DENSITY INSTALLED IN (2) EQ LIFTS

COMPACTED SUBGRADE

BITUMINOUS CONCRETE

BINDER COURSE

3/ 8"

1' -6

" M

NOTES:

1. FOR PERFORATED PVC DRAIN TILE, SEE CIVIL SHEETS

JOINT AGGREGATE

1-1/2" CA-16 BEDDING

PERMEABLE PAVERS

COMPACTED SUBGRADE OR

COMPACTED FILL MATERIAL

CUT AND RELOCATED

FROM EXISTING SITE

PERMEABLE PAVER SECTION

1" = 1'-0"9

PERMEABLE

PAVER, SEE DTL 9

ADJACENT

LANDSCAPE

3/16" x 1 5/8" METAL EDGING PAVER

RESTRAINT SET 1/4" BELOW PAVER

3/8" x 10" SPIRAL STEEL

STAKE AT 12" O.C

METAL EDGE RESTRAINT SECTION

1" = 1'-0"10

X X X X X X X X X X

5" THK CONCRETE, SEE DTL 1

6" CA-6 COMPACTED TO 95%

MOD PROCTOR DENSITY

INSTALLED IN (2) EQ LIFTS

COMPACTED SUBGRADE

2" DEPTH X 1"THK STAINLESS

STEEL EMBEDMENT

X X X X X X X X X X

8" THK CONCRETE

6" CA-6 COMPACTED TO 95%

MOD PROCTOR DENSITY

INSTALLED IN (2) EQ LIFTS

COMPACTED SUBGRADE

8" 6"

X X X X X X X X X

3/ 4"

REMOVABLE EXPANSION FILLER CAP.

AFTER FILLER CAP IS REMOVED FILL

WITH SEALANT BEAD

CONCRETE SEALANT BEAD

5" THICK CONCRETE

1/2" EXPANSION JOINT @

30'-0" MAX (OR AS NOTED)

FILLER FULL DEPTH

6" CA-6 COMPACTED TO 95%

MOD PROCTOR DENSITY

INSTALLED IN (2) EQ LIFTS

COMPACTED SUBGRADE

NOTES:

1. REFER TO CIVIL FOR SPECIFIC DEPTHS

CONCRETE PAVING

CONCRETE PAVING -

STABILIZED DECOMPOSED AGGREGATE SECTION

1" = 1'-0"8

MIN. 18" CA-7 SUBBASE

GEOTEXTILE

NOTE:

1. INSTALL STABILIZED DECOMPOSED AGGREGATE PER MANUFACTURER'S

RECOMMENDED INSTALLATION INSTRUCTIONS.

METAL EDGING WITH STAKE

LOOPS H5 x W1/4"

STEEL STAKES @ 36" OC,

THROUGH AGGREGATE

AND GEOTEXTILE

ADJACENT LANDSCAPE

STABILIZED DECOMPOSED

AGGREGATE

14" CA-6 OR CA-7 COMPACTED

TO 95% MOD PROCTOR DENSITY

INSTALLED IN (2) EQ LIFTS

4" SQ. CONCRETE

FOUNDATION

ADJACENT PERMEABLE PAVERS

METAL CANE BOLT RECEIVER

CANE BOLT RECEIVER @ HISTORIC GATE

1" = 1'-0"11

X X XX

CONCRETE CURB AT TRANFER TABLE SLOPED WALKWAY

1" = 1'-0"12

ADJACENT PERMEABLE PAVERS

24" CONCRETE

CURBWALL

W/ (3) #4 CONTINUOUS

REBAR, 2" MIN CLEAR

AT TOP AND BOTTOM

COMPACTED

SUBGRADE

GEOTEXTILE

SEPARATION LAYER

CA-6 COMPACTED TO

95% MOD PROCTOR

DENSITY INSTALLED

IN (2) EQ LIFTS

6'6"

- T O

P O

F C

U R

S C

O N

X X X

1' 8"

2'W CONCRETE

GRADE BEAM W/ #4

CONTINUOUS REBAR

12" O.C., BOTH WAYS

AutoCAD SHX Text

SUB SHEET NO.

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TITLE OF SHEET

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SHEET

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DATE:

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TECH. REVIEW:

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DESIGNED:

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JC/RR

AutoCAD SHX Text

YT/JR

AutoCAD SHX Text 07/19/19

AutoCAD SHX Text

PULLMAN STATE HISTORIC SITE

AutoCAD SHX Text

CHICAGO, ILLINOIS

AutoCAD SHX Text

10/4/2018 9:51:45 AM

AutoCAD SHX Text n:\project active\8037 pullman national monument visitor center\dwg\8037_detl_pave.dwg

AutoCAD SHX Text L10.4

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HARDSCAPE DETAILS

EMBEDDED IN CONCRETE SECTION

1" = 1'-0"1

STEEL RAILROAD RAIL

FLUSH CONCRETE CURB

1" = 1'-0"3

ADJACENT PAVEMENT

ADJACENT LANDSCAPE,

SEE LANDSCAPE SHEETS

12" TOP SOIL

6" FLUSH CONCRETE BARRIER

CURB W/ (2) #4 CONTINUOUS

REBAR, 2" MIN CLEAR TOP

AND BOTTOM, 1/2" CHAMFERS

6" CA-6 COMPACTED TO 95%

MOD PROCTOR DENSITY

INSTALLED IN (2) EQ LIFTS

COMPACTED SUBGRADE OR

COMPACTED FILL MATERIAL

CUT AND RELOCATED

FROM EXISTING SITE

STEEL RAILROAD RAIL PINNED

TO CONCRETE GRADE BEAM

6" CA-6 COMPACTED TO 95%

MOD PROCTOR DENSITY

INSTALLED IN (2) EQ LIFTS

12" X 12" CONCRETE GRADE

BEAM

COMPACTED SUBGRADE OR

COMPACTED FILL MATERIAL

CUT AND RELOCATED

FROM EXISTING SITE

2'-5"

6" CA-6 COMPACTED

TO 95% MOD

PROCTOR DENSITY

INSTALLED IN (2) EQ.

LIFTS

COMPACTED

SUBGRADE

ADJACENT

PAVING

1' -6

1'-8"

ADJACENT

PLANTING

6" THK LIMESTONE CAP

LIMESTONE VENEER

MORTAR JOINTS

POURED IN PLACE

CONCRETE

SEATWALL

#4 DOWEL @ 12" O.C.,

EACH FACE

(4) #4 CONTINUOUS

REBAR

(8) #4 CONTINUOUS

REBAR

#4 @ 12" O.C., EACH FACE

1' 6"

24"H SEATWALL SECTION @ ENTRY CIRCLE

1" = 1'-0"8

MASONRY TIE

DECOMPOSED AGGREGATE

EMBEDDED IN PAVING SECTION

1" = 1'-0"2

STEEL RAILROAD RAIL

STEEL RAILROAD RAIL PINNED

TO CONCRETE GRADE BEAM

CA-16 FILL

WRAP GEOTEXTILE UP SIDE

OF GRADE BEAM

ADJACENT CONCRETE

PAVING, SEE PLANS

6" CA-6 COMPACTED TO 95%

MOD PROCTOR DENSITY

INSTALLED IN (2) EQ LIFTS

COMPACTED SUBGRADE OR

COMPACTED FILL MATERIAL

CUT AND RELOCATED

FROM EXISTING SITE

12" X 12" CONCRETE GRADE

BEAM

WRAP GEOTEXTILE UP SIDE

OF GRADE BEAM

±6

ADJACENT PERMEABLE

PAVING, SEE PLANS

PERFORATED DRAIN

BACKFILL

CA-7 WRAPPED WITH

GEOTEXTILE. CONNECT

TO POSITIVE OUTLET

3' -6

SECTION

ELEVATION

6" THK

LIMESTONE

CAP

LIMESTONE

VENEER

MORTAR

JOINTS

FINAL

GRADE

R4 1 /2"

ADJACENT

PAVING

1' -1

LIMESTONE CAP

LIMESTONE VENEER

MORTAR JOINTS

POURED IN PLACE

CONCRETE

SEATWALL

1' 6"

36"H MOUNTED SIGN WALL SECTION

1" = 1'-0"10

MASONRY TIE

3' -6

SECTION

150°

MOUNTED SIGN,

BY OTHERS

6" CA-6 COMPACTED

TO 95% MOD

PROCTOR DENSITY

INSTALLED IN (2) EQ.

LIFTS

COMPACTED

SUBGRADE

ADJACENT

AGGREGATE

#4 DOWEL @ 12" O.C.,

EACH FACE

(4) #4 CONTINUOUS

REBAR

PERFORATED DRAIN

BACKFILL

CA-7 WRAPPED WITH

GEOTEXTILE. CONNECT

TO POSITIVE OUTLET

2'-5"

(8) #4 CONTINUOUS

REBAR

#4 @ 12" O.C., EACH FACE

ELEVATION

LIMESTONE

CAP

LIMESTONE

VENEER

MORTAR

JOINTS

FINAL

GRADE

MOUNTED SIGNS -

BY OTHERS

X X X X X

2'-5"

6" CA-6 COMPACTED

TO 95% MOD

PROCTOR DENSITY

INSTALLED IN (2) EQ.

LIFTS

COMPACTED

SUBGRADE

ADJACENT

PAVING

1' -6

1'-8"

ADJACENT

PLANTING

6" THK LIMESTONE CAP

LIMESTONE VENEER

MORTAR JOINTS

POURED IN PLACE

CONCRETE

SEATWALL

#4 DOWEL @ 12" O.C.,

EACH FACE

(4) #4 CONTINUOUS

REBAR

(8) #4 CONTINUOUS

REBAR

#4 @ 12" O.C., EACH FACE

1' 6"

24"H SEATWALL SECTION @ MAIN ENTRY

1" = 1'-0"9

MASONRY TIE

PERFORATED DRAIN

BACKFILL

CA-7 WRAPPED WITH

GEOTEXTILE. CONNECT

TO POSITIVE OUTLET

3' -6

SECTION

ELEVATION

6" THK

LIMESTONE

CAP

LIMESTONE

VENEER

MORTAR

JOINTS

FINAL

GRADE

R4 1 /2"

COMPACTED SUBGRADE

GEOTEXTILE

SEPARATION LAYER

24" CONCRETE CURBWALL

W/ (3) #4 CONTINUOUS

REBAR, 2" MIN CLEAR AT

TOP AND BOTTOM

ADJACENT LANDSCAPE

CA-6 COMPACTED TO 95%

MOD PROCTOR DENSITY

INSTALLED IN (2) EQ LIFTS

TO 6"H RAISED CONCRETE CURB SECTION

1" = 1'-0"4

VEHICULAR ASPHALT SECTION

AGGREGATE BAND @ SOUTH SLAB

1" = 1'-0"5

ADJACENT

SOUTH SLAB

STABILIZED DECOMPOSED

AGGREGATE

6" FLUSH CONCRETE BARRIER CURB W/ (2)

#4 CONTINUOUS REBAR, 2" MIN CLEAR TOP

AND BOTTOM, 1/2" CHAMFERS

COMPACTED SUBGRADE OR

COMPACTED FILL MATERIAL

CUT AND RELOCATED

FROM EXISTING SITE

CONCRETE AND

METAL EDGING WITH STAKE

LOOPS H5 x W1/4"

STEEL STAKES @ 36" OC,

THROUGH AGGREGATE

AND GEOTEXTILE

14" CA-6 OR CA-7 COMPACTED

TO 95% MOD PROCTOR DENSITY

INSTALLED IN (2) EQ LIFTS

EXPANSION

JOINT

BENCH TYPE 1B - BACKLESS

1/2" = 1'-0"7BENCH TYPE 1A - WITH BACK

1/2" = 1'-0"6

1' -4

"FINISHED

GRADE

3'-3"

ADJACENT PAVING

WOOD SLATS WITH HIDDEN

ANCHORS

XXXXXXX

FINISHED

GRADE

X X X X X

1' -4

"FINISHED

GRADE

1' -3

THREADED ROD AND

ANCHORING ADHESIVE

ADJACENT LANDSCAPE

CONCRETE BASE

WOOD SLATS WITH HIDDEN

ANCHORS

X X X X X

THREADED ROD AND

ANCHORING ADHESIVE

ADJACENT LANDSCAPE

CONCRETE BASE

WOOD SLATS WITH HIDDEN

ANCHORS

POWDER-COATED METAL

FRAME

1' -4

"FINISHED

GRADE

VARIES - SEE SITE FURNISHINGS PLANS

X X

ADJACENT PAVING

WOOD SLATS WITH HIDDEN

ANCHORS

XXXXXXXXXXXXXX

POWDER-COATED METAL

FRAME

POWDER-COATED METAL

BACK FRAME

POWDER-COATED METAL

BACK FRAME

1' -4

1'-11"

XXXXXXXXXX

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

TITLE OF SHEET

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SHEET

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

JC/RR

AutoCAD SHX Text

YT/JR

AutoCAD SHX Text 07/19/19

AutoCAD SHX Text

PULLMAN STATE HISTORIC SITE

AutoCAD SHX Text

CHICAGO, ILLINOIS

AutoCAD SHX Text

10/4/2018 9:51:45 AM

AutoCAD SHX Text n:\project active\8037 pullman national monument visitor center\dwg\8037_detl_pave.dwg

AutoCAD SHX Text L10.5

AutoCAD SHX Text

HARDSCAPE DETAILS

FLAGPOLE SECTION

3/4" = 1'-0"2

MONUMENT SIGN SECTION

1"=1'-0"4A

3" 1'

18" SONOTUBE CONCRETE FOOTING TO

3'-6" BELOW FINISHED GRADE,

SEE PLANS FOR SONOTUBE LOCATIONS

6" CA-6 COMPACTED TO 95% MOD.

PROCTOR DENSITY INSTALLED IN

(2) EQUAL LIFTS

COMPACTED SUBGRADE

PRECAST CONCRETE LETTERS,

SIZE VARIES

1"Ø 1/8" THK SMOOTH STAINLESS

STEEL TUBE CORED INTO LOWER

HALF OF STONE SLAB, EPOXY #6

DOWEL INTO SLEEVE - (2 TYP)

#6 DOWEL

VARIES, SEE DTL 5B

3' -4

2" 9"

ADJACENT AGGREGATE

1/2" CHAMFER ON ALL

EXPOSED CORNERS

MONUMENT SIGN PLAN

1/4"=1'-0"4B

10"±

6' -6

64'-11"±

3' -9

6"±

ADJACENT DECOMPOSED

AGGREGATE

ADJACENT 24"H

SEATWALL

ADJACENT PLANTING

1' -2

ADJACENT 36"H

MOUNTED SIGN WALL

1/2" FULL PROFILE

BITUMINOUS PERFORMED

JOINT FILLER

FLAGPOLE

16 GA. GALVANIZED

STEEL TUBE

DRY SAND

CONCRETE FOOTING

3/4"Ø STEEL LIGHTNING

SPIKE WELDED TO PLATES

12" x 12" x 1/2" GALVANIZED

STEEL BASE PLATE

6" x 6" x 1/2" GALVANIZED

STEEL PLATE WELDED

TO SPIKE

(4) WELDED STEEL CENTERING

WEDGES

(4) HARDWOOD WEDGES

SMOOTH FINISH CONCRETE

FLASHING COLLAR

ADJACENT

LANDSCAPE

6' -0

7' -0

1' -6

2'-0" DIA.

2'-6"Ø

1" 5"

7" 1 1/4"

3' -0

3' -6

"Ø

1'-4" SQ. 1'-4" SQ.

/8 "Ø

3' -6

NOTE:

1. STEEL MEMBERS COATED W/ ZINC RICH EPOXY THEN FINISHED W/

POLYESTER POWDERCOATING.

2. LOCKING DEVICE PROVIDED BY OTHERS.

SECTION: BOLLARD W/ SLEEVE SECTION: CAP W/ SLEEVE

LIFT-OUT REMOVAL BOLLARD SECTION

1" = 1'-0"1

3' -0

3' -6

STAINLESS

STEEL HINGE

1/4" X 3/4"

STEEL BAR

WELDED CAP

1/4" THK

STEEL PLATE

1/4" X 2" TAB FOR

LOCKING DEVICE

W/ 5/8" DIA HOLE

(LOCK BY OTHER)

5" OD X 3/16" W

STEEL TUBE

FOR SLEEVE

3/8" SQ

STEEL BAR

1/2" X 3" STAINLESS STEEL BTN.

SKT. HD. CAP SCREW W/

WASHER AND COTTER PIN

(2) 1/4" THK. X 4 1/2" OD

RUBBER WASHERS

5" OD X 3/16" W

STEEL TUBE

FOR SLEEVE

4" SCH 40 STEEL PIPE

(4 1/2" O.D. )

DUMOR BOLLARD

400-42 / S1-SL

6'-1 5/16"

2 1/16"

5'-10"

2 1/16"5'-9 1/4"

6'-0 1/2"

2' -1

2' -3

1'-6 7/8"

1'-11 15/16"

/1 6"

1' -5

" 2'

-7

NOTE:

1. CORROSION RESISTANT ANCHORING HARDWARE SUPPLIED BY OTHERS.

2. 13/32" DIA. HOLES WITH COUNTERBORE PROVIDED FOR SOCKET HEAD

CAP SCREWS.

BENCH TYPE 2

1" = 1'-0"3

ALUMINUM EXTRUSION

SEAT AND BACK

CAST ALUMINUM

END FRAMES

FRONT ELEVATION SIDE ELEVATION

PLAN

FINISHED

GRADE

FINISHED

GRADE

LANDSCAPE FORMS

PLAINWELL BENCH 72"L

LANDSCAPE FORMS

PLAINWELL BENCH 72"L

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

JC/RR

AutoCAD SHX Text

YT/JR

AutoCAD SHX Text 07/19/19

AutoCAD SHX Text

PULLMAN STATE HISTORIC SITE

AutoCAD SHX Text

CHICAGO, ILLINOIS

AutoCAD SHX Text

10/4/2018 9:51:45 AM

AutoCAD SHX Text n:\project active\8037 pullman national monument visitor center\dwg\8037_detl_pave.dwg

AutoCAD SHX Text L10.6

AutoCAD SHX Text

HARDSCAPE DETAILS

5' -2

-8

5' -2

69'

2" x 4" WOOD DECK

EMBEDDED METAL ACCENTBUILDING FACE EXISTING RAIL

6" 6"

15'

ADJACENT PAVING

6" 9"

2"x 4" IPE WOOD DECKING WITH

CONCEALED STAINLESS STEEL FASTENERS

2"x 6" IPE WOOD SLEEPER BOARD

CONCRETE SLAB

12"x 1/2" POWDER-COATED

METAL PLATE

STEEL RAILROAD RAIL EMBEDDED IN

CONCRETE SLAB

GALVANIZED METAL FRAME

15'-6"

5'-3 1/2" 4'-5" 5'-3 1/2"3" 3"

1' -3

6" 9"

ADJACENT PAVING

1' -7

2"x 4" IPE WOOD DECKING WITH

CONCEALED STAINLESS STEEL FASTENERS

2"x 6" IPE WOOD SLEEPER BOARD

CONCRETE SLAB

2" DIA CORE HOLE FOR DRAINING

GALVANIZED METAL FRAME

12"x 1/2"

POWDER-COATED

METAL PLATE

7" 5"

5'-8" 3"

LIGHT STRIP

15'

ADJACENT PERMEABLE PAVERS

2"x 4" IPE WOOD DECKING WITH

CONCEALED STAINLESS STEEL FASTENERS

2"x 6" IPE WOOD SLEEPER BOARD

CONCRETE SLAB

STEEL RAILROAD RAIL EMBEDDED IN

CONCRETE SLAB

2" DIA CORE HOLE FOR DRAINING

15'-6"

5'-3 1/2" 4'-5" 5'-3 1/2"3" 3"

6" 9"

CONCRETE GRADE BEAM W/ #4

CONTINUOUS REBAR 12" O.C., BOTH WAYS

3"X3"X1

4" SS ANGLE

TAPCON @ 12" O.C.

TRANSFER TABLE PLAN

1/4" = 1'-0"1

TRANSFER TABLE SECTION A

1/2" = 1'-0"2

TRANSFER TABLE SECTION C

1/2" = 1'-0"4

TRANSFER TABLE SECTION B

1/2" = 1'-0"3

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

TITLE OF SHEET

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SHEET

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

JC/RR

AutoCAD SHX Text

YT/JR

AutoCAD SHX Text 07/19/19

AutoCAD SHX Text

PULLMAN STATE HISTORIC SITE

AutoCAD SHX Text

CHICAGO, ILLINOIS

AutoCAD SHX Text

10/4/2018 9:51:45 AM

AutoCAD SHX Text n:\project active\8037 pullman national monument visitor center\dwg\8037_detl_pave.dwg

AutoCAD SHX Text L10.7

AutoCAD SHX Text

HARDSCAPE DETAILS

6' -0

" o r 7

'-0

3' -6

1'Ø

NOTE:

1. PROVIDE 1/2" ISOLATION JOINT

WHERE POST FOUNDATION

ABUTS CONCRETE PAVING.

1/2" EXPANSION JOINT

PERIMETER FENCING DETAIL

1/2" = 1'-0"1A

WELD CAP TO TOP

OF PIPE/TUBE

TERMINAL OR LINE POST

(GATE POST SIM.)

POURED CONCRETE

CROWNED AND

FINISHED, SLOPE TOP

TO DRAIN WATER AWAY

FINISH GRADE

COMPACTED SUBGRADE

CONCRETE FOUNDATION

FENCE POST SECTION

1/2" = 1'-0"1C

3" x 3" 11 GA SQUARE

STEEL POST

POST CAP

6 GA HORIZONTAL

WIRE

1 x 14 GA

FLAT VERTICAL BARS

1" x 14 GA FRAME

SEE DTL 1C

FOR FOOTING

6' -0

" o r 7

'-0

3' -6

6'-10"

3" x 3" 11 GA SQUARE

STEEL POST

POST CAP

6 GA HORIZONTAL

WIRE

1 x 14 GA

FLAT VERTICAL BARS

LATCH

SEE DTL 1C

FOR FOOTING

3'-10"

7' -0

PERIMETER GATE DETAIL

1/2" = 1'-0"1B

6' 3'

-6

1'Ø

1/2" EXPANSION JOINT

6'H CHAIN LINK FENCE ELEVATION

1/2" = 1'-0"4A

WELD CAP TO TOP

OF PIPE/TUBE

TERMINAL OR LINE POST

(GATE POST SIM)

POURED CONCRETE

CROWNED AND

FINISHED, SLOPE TOP

TO DRAIN WATER AWAY

FINISH GRADE

COMPACTED SUBGRADE

CONCRETE FOUNDATION

10'-0" (MAX)10'-0" (MAX)

1-1/4" STD PIPE INTERMEDIATE RAIL

(1.66" OD @ 2.27#/FT) IS REQUIRED

BETWEEN EACH POST WHERE TOTAL

FENCE SIDE HAS 3 OR LESS NUMBER

FENCE PANELS AND BETWEEN CORNER

AND LINE POSTS

1-1/8" x 1" TENSION BANDS

@ 12" CENTERS

2-1/2" STD PIPE OR CORNER

POST 2.875" OD @ 5.79#/FT

3/8"Ø DIAGONAL TRUSS ROD WITH

BENT ENDS BETWEEN EACH

CORNER & LINE POST, ALSO LINE

& GATE POST, WHERE TOTAL

FENCE SIDE HAS 4 OR MORE

NUMBER FENCE PANELS ONLY

1/4" x 3/4" TENSION BAR

GRADE LINE

SLOPE CONCRETE FOR DRAINAGE

CONCRETE FOOTING, ENTIRE

FENCE POST FOOTING INCLUDING

TOP PORTION SHALL BE POURED

MONOLITHIC

1-1/4" STD PIP BOTTOM RAIL

1.66" OD @ 2.27#/FT (TYP)

BOTTOM SELVAGE

KNUCKLED

#6 GAUGE HIGH CARBON

COILED SPRING FABRIC

TENSION WIRE TIED TO

FABRIC AT 24" CENTERS

1-1/4" STD PIPE TOP RAIL 1.66"

OD @ 2.27#/FT

ORNAMENTAL CAP

9 GUAGE 2" MESH WROUGHT STL CHAIN

LINK FENCE. GALV AFTER FABRICATION

INTERMEDIATE PANEL END OR CORNER PANEL

2" STD PIPE LINE POST 2.375" OD @

3.65#/FT OR 2" x 2-1/4" H COL. @ 4.1#/FT

TOP…

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File details come from the government source that posted it. Updated Dec 27, 2023.