Exhibit_H_-_SA1.1R.pdf

PDF 596 KB Posted May 5, 2022

Attached to: South American Exhibit
Solicitation number: 2022-15
Issued by: Mclean County, Illinois

About this file

Written by GovTribe AI · May 13, 2025

This document is a site layout plan architectural drawing for the South American Exhibit project at Miller Park Zoo in Bloomington, Illinois, prepared by WDM Architects P.A. The plan details a comprehensive site layout for a new South American animal exhibit, including multiple construction elements such as a holding building, concrete paths, chainlink containment areas, pedestrian barriers, and various utility connections for electrical, storm, and sanitary systems. The drawing includes several alternate options for project components, such as installing a 16' gazebo, replacing existing concrete walkways, and constructing specific containment barriers. The document is part of a construction document set with revision dates ranging from January 21, 2015 to May 6, 2022, indicating a long-term planning and development process.

The site layout plan includes detailed technical specifications and general notes for contractors, emphasizing requirements for permit approvals, utility protection, field verification of dimensions, and restoration of adjacent properties. The drawing provides precise coordinate references, elevation details, and specifies construction materials and methods. The project appears to be funded through municipal sources, with the City of Bloomington overseeing the zoo exhibit development. The site plan shows careful consideration of animal habitat design, visitor accessibility, and infrastructure integration, with specific attention to creating appropriate containment and environmental features for South American species.

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Other files

File	Type	Posted
South_American_Exhibit_(Addendum_#1_Revision).pdf	PDF	May 5, 2022
Exhibit_G_-_A1.0R.pdf	PDF	May 5, 2022
Exhibit_F_-_GIS_Map_of_Utilities.pdf	PDF	May 5, 2022
Exhibit_E_-_MET_Proposal_B22074.pdf	PDF	May 5, 2022
Exhibit_D_-_Farnsworth_2021.06.29_Proposal_MPZ_-_South_America_Exhibit_-_CA_-_0210860.000_SIGNED.pdf	PDF	May 5, 2022
Bid_#2022-15_South_American_Exhibit_Drawings_with_Permit_Revisions.pdf	PDF	Apr 8, 2022
Bid_#2022-15_South_American_Exhibit_Specifications.pdf	PDF	Apr 8, 2022
Bid_#2022-15_South_American_Exhibit_Example_Contract.pdf	PDF	Apr 8, 2022

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SCHINDLER

MATT EVERETT

001.024591STA T E OF I L L I NO

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Signature

Date Expires 11/30/202211/29/2021

SITE LAYOUT PLAN

0 5' 10' 20'

SCALE: 1" = 10'-0"

HOLDING

BUILDING

SEE SHEET A1.1

NOTE: FIELD VERIFY ROUTE OF EXISTING

STORM LINE AND TIE NEW INLET INTO

EXISTING LINE AS NECESSARY TO KEEP

A MIN. 1% SLOPE ON PIPE

KEYNOTES

4" CONC. PATH PER DTL. 1/SA2.1

INSTALL CHAINLINK CONTAINMENT

GATE PER 8/SA2.1

CONC. RAMP PER DTL. 9/SA2.1

EMBED ROCK PER DTL. 4/SA2.1

CHAINLINK CONTAINMENT FENCE

PER DTL. 7/SA2.1

TORTOISE CONTAINMENT BARRIER

PER DTL. 5/SA2.1

CONTAINMENT RETAINING WALL

PER DTL. 6/SA2.1

6" CONCRETE POOL PER DTL. A/SA2.1

NOT USED

NEW 6" STORM SEWER - TIE INTO EXISTING

STORM LINE PER NOTE THIS SHEET

NEW ELECTRICAL SERVICE - SEE ELECT'L SHEETS

ALTERNATE #6: CONSTRUCT

PEDESTRIAN BARRIER PER DTL. 3/SA2.1

8" DEEP DIGGING PIT BY OWNER

HORIZ. DEADFALL - SEE PLANTING SHEETS

EXISTING FENCE

EXISTING BUILDING

EXISTING TREES

EASTING

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UTILITIES

1. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND

OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES.

2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY THAT MAY EXIST BETWEEN SOILS REPORT AND

PLANS.

4. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN DRAWN FROM AVAILABLE RECORDS.

THEREFORE, THE RELATIONSHIP BETWEEN PROPOSED WORK AND EXISTING FACILITIES, STRUCTURES AND UTILITIES MUST BE CONSIDERED APPROXIMATE AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXACT LOCATION AND THE EXISTENCE OF ANY NOT SHOWN BY CONTACTING THE UTILITY LOCATOR SERVICE A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF DIGGING OPERATIONS. NO COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE.PROTECT ALL EXISTING UTILITIES TO REMAIN.

5. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES EXIST

TO OBTAIN ANY NECESSARY CHANGES, PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA

COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO

DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN

GIVEN.

6. ALL DIMENSIONS ARE FROM FRONT OF STRUCTURE UNLESS NOTED OTHERWISE.

7. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.

8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.

9. CONTRACTOR IS TO PROVIDE ALL SAFETY BARRIERS, FENCING ETC. AROUND CONSTRUCTION SITE AS REQUIRED BY LOCAL REGULATIONS. CONTRACTOR SHALL USE SAFETY FENCE TO PROTECT PUBLIC FROM

CONSTRUCTION ACTIVITIES.

10. THE CONTRACTOR SHALL RESTORE TO THE ORIGINAL CONDITION, ADJACENT PROPERTY DISTURBED BY

CONSTRUCTION OPERATIONS.

11. THE SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. THE GENERAL CONTRACTOR IS

RESPONSIBLE FOR LOCATING IMPROVEMENTS PER THESE PLANS.

LAYOUT GENERAL NOTES

typ.

ALTERNATE #2: INSTALL 16' GAZEBO W/ VIRO

BALI AFR SYNTHETIC ROOFING - ALL WOOD

TO BE PRESSURE TREATED EUCALYPTUS BY

SAFARI THATCH OR EQUAL

BLDG. CORNER #1

BLDG. CORNER #2

CENTERPOINT

R14'-9 1/2"

R10'-9"

3' -0

-0

3'-0" 3'-0"

R3'-0"

R8'-7"

5'-0"

6'- 0"

6'-

5"CONTROL POINT #112

ACTUAL COORDINATE

PER SURVEY =

X=797217.86 Y=1385269.13

ELEV.=822.04

CONTROL POINT #110

ACTUAL COORDINATE

PER SURVEY =

X=797131.65 Y=1385484.55

ELEV.=821.27

typ.

ALTERNATE #3 - REPLACE EXISTING CONC. WALK W/

NEW WALK & ADA ACCESSIBLE CONCRETE RAMP

(AREA SHOWN WITH DASHED HEAVY OUTLINE)

ALTERNATE #3

R7 '-6

2'- 5"

ALTERNATE #3: REPLACE EXISTING CONC.

PATH W/ NEW PATH PER DTL. 1/SA2.1 AND

PROVIDE A CONC. RAMP PER DTL. 9sim/SA2.1

SIM.

6"Ø SCHED. 40 PVC UNDERGROUND

STORM PIPE BELOW SHOWN DASHED

N O

A/SA2.1

SIM

COORDINATE GATE ALONG TORTOISE

CONTAINMENT BARRIER PER DTL.

5/SA2.1 WITH OWNER THIS AREA

PRECAST 12"x24" CONCRETE SPLASHBLOCK

16'-0"

GRAVEL PATH PER DTL. 2/SA2.1

typ.

ALTERNATE #2: INSTALL 16' GAZEBO

ALTERNATE #6: CONSTRUCT PEDESTRIAN

BARRIER

ALTERNATE #3 - REPLACE EXISTING CONC. WALK

W/ NEW WALK & ADA ACCESSIBLE CONCRETE RAMP

(AREA SHOWN WITH DASHED HEAVY OUTLINE)

8" COURSE SAND

NOTE: REF. SHEET M1.0 FOR UTILITY

CONNECTIONS 1

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

AutoCAD SHX Text 5"

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 20"

AutoCAD SHX Text 16"

AutoCAD SHX Text 6"

AutoCAD SHX Text 12"

AutoCAD SHX Text 6"

AutoCAD SHX Text 20"

AutoCAD SHX Text 6"

AutoCAD SHX Text 12"

AutoCAD SHX Text 6"

AutoCAD SHX Text 24"

AutoCAD SHX Text 12"

AutoCAD SHX Text 6"

AutoCAD SHX Text 12"

AutoCAD SHX Text 5"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text 6"

AutoCAD SHX Text 4"

AutoCAD SHX Text

(XXX.X, XXX.X)

AutoCAD SHX Text

Sheets and Views

SA1.1

File details come from the government source that posted it. Updated May 13, 2025.