Bid_#2022-15_South_American_Exhibit_Drawings_with_Permit_Revisions.pdf

PDF 18 MB Posted Apr 8, 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

The provided file contains detailed architectural, structural, mechanical, electrical, and plumbing design drawings for the South American Exhibit at Miller Park Zoo in Bloomington, Illinois. The comprehensive set of drawings, dated January 5, 2022, with permit revisions, covers the design of a new holding building for tortoise, anteater, and bush dog exhibits. The project involves constructing a 1,072 square foot facility with multiple animal holding areas, including specific spaces for tortoise, anteater, and bush dog enclosures, along with a keeper aisle. The drawings include architectural plans, site layouts, structural details, electrical and mechanical systems, plumbing configurations, and specific design considerations for animal habitats.

The design documents specify construction type V-B with an allowable area of 5,500 square feet, and include detailed specifications for building materials, environmental controls, and animal-specific infrastructure. The project incorporates multiple design alternates, such as demolition of existing exhibit enclosures, installation of a gazebo, replacement of concrete paths, roofing options, planting installations, and a pedestrian barrier. The mechanical systems include specialized heating and ventilation systems with specific requirements for outside air management, unit heaters, and temperature control. Electrical plans detail power distribution, lighting, and grounding systems, while plumbing drawings outline water service, drainage, and specialized water features for animal enclosures. The comprehensive drawings demonstrate a thorough approach to creating a specialized zoo exhibit environment with careful attention to animal welfare, environmental control, and functional design.

View the file

Other files

File	Type	Posted
South_American_Exhibit_(Addendum_#1_Revision).pdf	PDF	May 5, 2022
Exhibit_H_-_SA1.1R.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_Specifications.pdf	PDF	Apr 8, 2022
Bid_#2022-15_South_American_Exhibit_Example_Contract.pdf	PDF	Apr 8, 2022

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REMOVABLE BOLLARD

PROJECT INFORMATION

TYPE OF CONSTRUCTION:

NEW CONSTRUCTION

FACILITY NAME:

MILLER PARK ZOO - FLAMINGO EXHIBIT &

HOLDING

FACILITY ADDRESS:

1020 S MORRIS AVE

BLOOMINGTON, IL 61701

COUNTY: McCLEAN COUNTY CITY: BLOOMINGTON

LOCAL FIRE DEPARTMENT: BLOOMINGTON

WATER SUPPLY: BLOOMINGTON

LOCAL BLDG. INSPECTION DEPT: BLOOMINGTON

ARCHITECT:

WDM ARCHITECTS P.A.

105 N. WASHINGTON

WICHITA, KS 67202

P: 316-262-4700

CONTACT: SCOTT RAMSER / MATT SCHINDLER

STRUCTURAL ENGINEER:

MKEC ENGINEERING

411 N. WEBB RD.

WICHITA, KS 67206

P: 316.684.9600

CONTACT: RUSS REDFORD / SHAUN KARLIN

MECHANICAL / PLUMBING / ELECTRICAL / LSS:

ALVINE ENGINEERING

1102 DOUGLAS ON THE MALL

P: 402.346.7007

CONTACT: BOB FOUST

CODE REGULATIONS USED:

BUILDING CODE, CHAPTER 10, BLOOMINGTON CITY

CODE

INTERNATIONAL BUILDING CODE 2018

ILLINOIS ACCESSIBILITY CODE / 2018 and ICC/ANSI

A117.1-2009

INTERNATIONAL FUEL GAS CODE 2018

INTERNATIONAL MECHANICAL CODE 2018

PLUMBING CODE, CHAPTER 34, BLOOMINGTON CITY

CODE

ILLINOIS STATE PLUMBING CODE 2014

ELECTRICITY, CHAPTER 15, BLOOMINGTON CITY CODE

NATIONAL ELECTRIC CODE 2020

INTERNATIONAL FIRE CODE 2018

260 SF / 150

= 2 OCC.

KEEPER

215 SF / 0

= 0 OCC.

TORTOISE DEN

70 SF / 0

= 0 OCC.

ANT EATER DEN

70 SF / 0

= 0 OCC.

ANT EATER DEN

70 SF / 0

= 0 OCC.

ANT EATER DEN

50 SF / 0

= 0 OCC.

BUSH DOG DEN

50 SF / 0

= 0 OCC.

BUSH DOG DEN

70 SF / 0

= 0 OCC.

BUSH DOG DEN

50 SF / 0

= 0 OCC.

ANCILLARY DEN

C C

INDEX

COVER CODE PLAN, INDEX, PROJECT INFO

C100 SURVEY

C101 SURVEY

C102 SURVEY

SITE

SA0.1 SITE DEMOLITION PLAN

SA1.1 SITE LAYOUT PLAN

SA2.1 SITE SECTION, SITE DETAILS

SA3.1 GRADING PLAN

SA4.1 PLANTING PLAN

ARCHITECTURAL

A1.0 PLANS

A1.1 ELEVATIONS

A1.2 SECTIONS, WALL SECTIONS

A1.3 DETAILS, DOOR & WINDOW SCHEDULES

CAGEWORK

CW1.0 CAGEWORK PLANS, CAGEWORK ELEVATIONS

CW1.1 CAGEWORK DOORS, SHIFTS, DETAILS

STRUCTURAL

S1.1 FOUNDATION PLAN

S2.1 FRAMING PLAN

S3.1 DETAILS

ELECTRICAL

E0.0 SYMBOLS AND ABBREVIATIONS

E1.0 SITE ELECTRICAL PLAN

E2.0 BLDG. LIGHTING & POWER PLANS

E3.0 SCHEDULES

MECHANICAL & PLUMBING

M0.0 SYMBOLS AND ABBREVIATIONS

M1.0 SITE PLUMBING PLAN

M2.0 BLDG. PLUMBING PLAN

M2.1 BLDG. HVAC PLAN

M3.0 DETAILS

M4.0 SCHEDULES

OCCUPANCY TYPE:

U - 1,072 SF

CONSTRUCTION TYPE:

V-B

ALLOWABLE AREA:

5,500 SF

HOLDING BUILDING

CODE INFO

ACCESS TO TORTOISE

YARD, NOT AN EXIT

ACCESS TO ANTEATER

& BUSH DOG YARDS,

NOT AN EXIT

ATTIC VENTILATION: IBC SECTION 1203.2

REQUIRED NET FREE VENTILATING AREA NOT LESS THAN

OF THE ATTIC SPACE.

ATTIC SPACE IS:

1,075SF

1,075SF / 150 = 7.16 SF OF VENTILATION REQUIRED.

TWO 24"x24" LOUVERS PROVIDED FOR A TOTAL NET FREE

VENTILATION AREA OF 4.64SF. IN ADDITION A 60 FT

RIDGE VENT WITH 7.5 SF NFA FOR A TOTAL COMBINED

NFA OF 12.14 SF OF VENTILATION.

FIRE

EXTINGUISHER

ALTERNATES:

1 ALTERNATE #1: DEMOLITION OF ALL EXISTING EXHIBIT ENCLOSURES, STRUCTURES, FENCES, ETC, AS SHOWN ON SA 0.1.

2 ALTERNATE #2: PROVIDE AND INSTALL 16' GAZEBO AS SHOWN ON SHEET SA 1.1, NOTE 18.

3 ALTERNATE #3: REMOVE AND REPLACE EXISTING CONCRETE PATH PER SA 1.1, NOTE 19.

4 ALTERNATE #4: ROOF ENTIRE BUILDING WITH

" CORRUGATED METAL PANEL IN LIEU OF COMPOSITE SHINGLES. PROVIDE

COMPATIBLE VENTING SYSTEM TO MEET CODE REQUIREMENTS.

5 ALTERNATE #5: PROVIDE AND INSTALL ALL PLANTING AS SHOWN ON SA 4.1.

6 ALTERNATE #6: PROVIDE AND INSTALL PEDESTRIAN BARRIER AS SHOWN ON SA1.1, NOTE 9.

T 316.262.4700

105 North Washington

Wichita, KS 67202-2815

WDM Architects P.A.

F 316.262.0002 wdmarchitects.com

WDM Architects P.A.c copyright

WDM No.

checked:

drawn:

PRINTS ISSUED

D o g

O V

E R d w g

M S t e v e

H o f h i n e

DJS

CODE

INDEX

COVER

S O

U T

M E

R I C

X H

I B

I T

M I L

L E

A R

O O

M r r i s

A v e

B l o o m i n g t o n

I L

Jan. 21, 2015 - 100% CD SET

July 28, 2017 - Permit Review Set

Oct. 20, 2021 - Final Review

Nov. 29, 2021 - For Bid

14052 SR

L ICENSED ARCH ITECT

SCHINDLER

MATT EVERETT

001.024591STA T E OF I L L I NO

I S

Signature

Date Expires 11/30/202211/29/2021

HOLDING BUILDING

CODE PLAN

0 2' 4' 8'

SCALE: 1/4" = 1'-0"

CODE PLAN

MILLER PARK ZOO

SOUTH AMERICAN EXHIBIT

TORTOISE, ANTEATER, AND BUSH DOG

ARCHITECT /

LANDSCAPE ARCHITECT

T 316.262.4700

105 North Washington

Wichita, KS 67202-2815

WDM Architects P.A.

F 316.262.0002 wdmarchitects.com

MECHANICAL SYSTEMS

ELECTRICAL SYSTEMS

PLUMBING SYSTEMS

LIFE SUPPORT SYSTEMS

OWNER

Jan. 5, 2022 - Permit Revisions

1/05/2022 http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com http://www.alvine.com x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

CP#110

CP#112

821.17

BM#211

H20

C.C.

H20

C.C.

STM-MH

RIM = 821.15

STM - MH21

INV. (E) 8" PVC = 819.22

INV. (W) 10" PVC = 819.20

STM-MH

RIM = 821.18

STM - MH22

INV. (E) 10" PVC = 818.70

INV. (W) 10" PVC = 818.68

ELEC

H20

C.C.

Y.H.

F.D.

12"

C.O.

H20

C.C.

E le

E l e

G a s

Gas

<-STM

T M

W t r

E l e

W t r

T M

10"Ø, PVC

8"Ø, PVC

Wtr

W t r

W tr

W t r

DOWNSPOUTS ON RAINFOREST

EXHIBIT BUILDING DRAIN TO BURIED

COLLECTOR OF UNKNOWN SIZE

AND LOCATION.

E l e

Wtr

[ 4"Ø, PVC]

W t r

Wtr

W t r

E l e

T 316.262.4700

105 North Washington

Wichita, KS 67202-2815

WDM Architects P.A.

F 316.262.0002 wdmarchitects.com

WDM Architects P.A.c copyright

WDM No.

checked:

drawn:

PRINTS ISSUED

S o u t h m e r i c a n

E x h i b i t s

D s d w g

M S t e f h i n e

DBJ

SITE DEMOLITION PLAN

SA0.1

U T

M E

R I C

I B

I T

M I L

L E

A R

O O r r i s

A v e

B l o o m i n g t o n

I L

Jan. 21, 2015 - 100% CD SET

July 28, 2017 - Permit Review Set

Oct. 20, 2021 - Final Review

SCHINDLER

MATT EVERETT

001.024591STA T E OF I L L I NO

I S

Signature

Date Expires 11/30/202211/29/2021

SITE DEMOLITION PLAN

0 5' 10' 20'

SCALE: 1" = 10'-0"

1. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBSERVE ALL CITY, COUNTY AND STATE CODES

AND REGULATIONS THAT APPLY TO THIS CONSTRUCTION PROJECT.

2. THE CONTRACTOR IS TO COORDINATE DEMOLITION PROCESS WITH THE OWNER. ALL DEMOLISHED

BUILDING MATERIALS ARE TO BE REMOVED FROM THE SITE UNLESS THE OWNER REQUESTS THAT THEY

BE SALVAGED. IF MATERIALS ARE TO BE SALVAGED, THE CONTRACTOR IS TO DELIVER THE MATERIALS

TO A LOCATION IDENTIFIED BY THE OWNER ON ZOO GROUNDS.

3. ALL WEEDS, TRASH, DEBRIS, RUBBLE, BROKEN ASPHALT, ORGANIC MATERIAL (EXCLUDING TOPSOIL) AND

REFUSE, OR ANY OTHER MATERIAL WHICH WOULD BE DELETERIOUS AS FILL MATERIAL OR INCAPABLE OR

SUPPORTING THE BUILDING, VEHICULAR AND/OR OVERBURDEN LOADS TO BE IMPOSED SHALL BE

CLEARED, GRUBBED OR EXCAVATED AS THE CASE MAY DICTATE PRIOR TO GRADING AND SHALL BE

REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.

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 LOCAL

LOCATING SERVICE, ANY OTHER UTILITY COMPANIES HAVING JURISDICTION AND THE ZOO STAFF A

MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF DEMOLITION OPERATIONS. EXISTING

CONDITIONS SHALL BE VERIFIED BY GENERAL CONTRACTOR

5. CONTRACTOR IS TO LOCATE AND MARK ANY ABANDONED UTILITIES UNCOVERED OR DISCOVERED

DURING CONSTRUCTION. PROVIDE RECORD OF LOCATION ON AS-BUILT RECORD DRAWINGS.

6. EXISTING CONDITIONS SHALL BE VERIFIED BY GENERAL CONTRACTOR. DISCREPANCIES ARE TO BE

REPORTED TO ARCHITECT PRIOR TO CONSTRUCTION.

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

DEMOLITION OPERATIONS.

8. PLANT PROTECTION ZONES ARE AREAS WHERE TREES AND OTHER PLANT MATERIALS ARE TO BE

PROTECTED FROM CONSTRUCTION BY TEMPORARY FENCING. THE AREA OF PLANT PROTECTION SHOWN

ON THESE PLANS IS APPROXIMATE AND SHOULD TYPICALLY EXTEND OUT TO AS NEAR THE DRIP LINE AS

POSSIBLE. VEHICLES ARE NOT TO BE PARKED NOR MATERIALS STORED IN THESE AREAS. IF

CONSTRUCTION MUST ENTER THESE AREAS, IT IS TO BE APPROVED AND THEN OBSERVED BY ZOO STAFF.

ALL PLANT PROTECTION DEVICES ARE TO BE INSTALLED AND REMOVED BY THE GENERAL CONTRACTOR.

ANY PLANT MATERIAL DAMAGED DURING CONSTRUCTION SHALL BE REPLACED W/ PLANT MATERIAL OF

SIMILAR SPECIES, SIZE, QUALITY AND VALUE TO BE APPROVED BY THE ARCHITECT AND OWNER.

9. DAMAGE TO EXISTING PAVEMENT AND OTHER EXISTING IMPROVEMENTS IS TO BE REPORTED TO

OWNER'S REPRESENTATIVE BEFORE BEING REMOVED AND REPLACED OR REPAIRED BY CONTRACTOR.

10.CONTRACTOR IS TO PROVIDE ALL SAFETY BARRIERS, FENCING, ETC. AROUND CONSTRUCTION SITE AS

REQUIRED BY LOCAL REGULATIONS AND AS SHOWN ON DRAWINGS.

DEMOLITION GENERAL NOTES

PLANT PROTECTION ZONE - AREA WHERE TREES AND OTHER

PLANT MATERIALS ARE TO BE PROTECTED FROM CONSTRUCTION

BY TEMPORARY FENCE - SEE GENERAL DEMOLITION NOTE 8

SITE ACCESS PLAN

0 20' 40' 80'

SCALE: 1" = 40'-0"

NORTH

EX. LEMUR EXHIBIT FENCE,

POLES, AND FOOTINGS TO BE

REMOVED (ALT.#1)

EX. CHAINLINK FENCE TO BE

REMOVED (ALT.#1)

EX. TREES TO BE REMOVED

BY OWNER (TYP.)

EX. TREES TO BE

REMOVED BY

OWNER (TYP.)

EX. TREE TO REMAIN AND

BE PROTECTED (TYP.)

EX. TREES TO BE

REMOVED BY

OWNER (TYP.)

EX. EXHIBIT

FENCE, POLES,

AND FOOTINGS TO

BE REMOVED

(ALT.#1)

EX. PATH TO BE SAWCUT

AND REMOVED (SHOWN

HATCHED)

EX. STAGE TO BE

REMOVED (ALT.#1)

EX. BENCH TO BE SALVAGED FOR RE-USE -

COORDINATE NEW LOCATION WITH OWNER

EX. ELECTRICAL

LIGHT POLE TO

REMAIN

EX. ELECTRICAL

LINE & JUNCTION

TO BE REMOVED

EX. CANOPY

STRUCTURE TO

BE REMOVED

(ALT.#1)

EX. STRUCTURE

TO BE REMOVED

(ALT.#1)

EX. WATER LINE

TO REMAIN

EX. CHAINLINK FENCE

& GATE TO REMAIN

EX. CONCRETE PATH TO

REMAIN AND BE PROTECTED

EX. CONCRETE PATH TO

REMAIN AND BE PROTECTED

LIMITS OF CONSTRUCTION

EX. WATER LINE TO BE

REMOVED SHOWN

SHADED

EX. ELECTRICAL LINE & LIGHT POLE

TO BE REMOVED - SALVAGE POLE

FOR RE-USE - COORDINATE

LOCATION W/ OWNER

EX. EXHIBIT

FENCE, POLES,

AND FOOTINGS TO

BE REMOVED

(ALT.#1)

EX. CHAINLINK FENCE TO BE

REMOVED (ALT.#1)

EX. CONCRETE PATH TO

REMAIN AND BE PROTECTED

LIMITS OF CONSTRUCTION

EX. PATH TO BE SAWCUT

AND REMOVED (SHOWN

HATCHED)

EX. PATH TO BE SAWCUT AND

REMOVED (SHOWN HATCHED)

(ONLY IN ALTERNATE #3)

N O

R T

EX. TREES TO BE

REMOVED BY

OWNER (TYP.)

EX. TREES TO BE

REMOVED BY

OWNER (TYP.)

EX. TREES TO BE

REMOVED BY

OWNER (TYP.)

EX. TREES TO BE

REMOVED BY

OWNER (TYP.)

REMOVE AND REPLACE

EXISTING CONC. WALK AS

REQUIRED FOR NEW UTILITIES

NOTE: ALL EXIST. EXHIBITS, STRUCTURES, &

FENCING REMOVAL THIS SHEET ALTERNATE #1

PROJECT SITE

x x x x x x x x x x x x x x x

M O

R R

V E x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

ZOO PERIMETER FENCE

STAGING

AREA

INSTALL TEMPORARY GATE

THROUGH EXISTING PERIMETER

FENCE - GATE TO BE CLOSED &

LATCHED DURING BUSINESS HOURS

AND DOUBLE LOCKED WHEN

NO-ONE IS PRESENT - COORDINATE

ALL REQUIREMENTS W/ ZOO

PRIOR TO REMOVAL OF EXISTING CONC. PATH FIELD

VERIFY SPOT ELEVATIONS AND SLOPE OF EXISTING

PATH TO BE REMOVED LIMITED SURVEY DATA WAS

AVAILABLE AT THE TIME OF THESE PLANS AND THE

EXTENT OF REMOVAL SHOWN IS ESTIMATED BASED

ON AVAILABLE INFORMATION - COORDINATE AREA

TO BE REMOVED WITH ARCHITECT. (ONLY IN

ALTERNATE #3)

EX. TREE TO REMAIN AND

BE PROTECTED (TYP.)

EX. TREE TO REMAIN AND

BE PROTECTED (TYP.)

TEMPORARY EXTENSION OF

LIMITS OF CONSTRUCTION

FOR SIDEWALK REMOVAL

DUE TO UTILITY WORK

SAW CUT, REMOVE, AND REPLACE

EXIST. PATH TO EXTENT NEEDED

FOR NEW STORM SEWER SERVICE

Jan. 5, 2022 - Permit Revisions

1/05/2022 r f m i l l p a r k

D o g

P l a n d w g

H20

C.C.

E le

E l e

G a s

Gas

<-STM

T M

W t r

E l e

W t r

T M

10"Ø, PVC

8"Ø, PVC

Wtr

W t r

W tr

W t r

DOWNSPOUTS ON RAINFOREST

EXHIBIT BUILDING DRAIN TO BURIED

COLLECTOR OF UNKNOWN SIZE

AND LOCATION.

E l e

Wtr

[ 4"Ø, PVC]

W t r

Wtr

W t r

E l e

T M

T 316.262.4700

105 North Washington

Wichita, KS 67202-2815

WDM Architects P.A.

F 316.262.0002 wdmarchitects.com

WDM Architects P.A.c copyright

WDM No.

checked:

drawn:

PRINTS ISSUED

S o u e r i c a n

E x h i b i t s

D s d w g

M S t e f h i n e

SITE LAYOUT PLAN

SA1.1

U T

M E

R I C

I B

I T

M I L

L E

A R

O O r r i s

A v e

B l o o m i n g t o n

I L

Jan. 21, 2015 - 100% CD SET

July 28, 2017 - Permit Review Set

Oct. 20, 2021 - Final Review

SCHINDLER

MATT EVERETT

001.024591STA T E OF I L L I NO

I S

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 WATER LINE - SEE MECH.'L SHEETS

NEW GAS SERVICE LINE FROM EXISTING

METER - SEE MECH.'L SHEETS

NEW SAN. SEWER SERVICE LINE FROM

EXISTING LINE - SEE MECH.'L SHEETS

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

NORTHING

COORDINATE POINT

THEMEWORK POOL

CONCRETE PATH

NATURAL ROCK

THEMEWORK

PERIMETER

CONTAINMENT FENCE

xxx

GUARDRAIL BARRIER

LAYOUT

G G

EX. GAS LINE

W W

EX. WATER LINE

SWS

E E

EX. ELECTRICAL LINE

EX. STORM SEWER LINE

SS SS

EX. SANITARY SEWER LINE

G G

GAS LINE

W W

WATER LINE

SWS

E E

ELECTRICAL LINE

STORM SEWER LINE

SS SS

SANITARY SEWER LINE

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

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

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

R T

A S

SIM

COORDINATE GATE ALONG TORTOISE

CONTAINMENT BARRIER PER DTL.

5/SA2.1 WITH OWNER THIS AREA

PRECAST 12"x24" CONCRETE SPLASHBLOCK

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)

x x x x x x x x x

COMPACTED BACKFILL

GRADE

6" THICK MIN. REINF. POOL SLAB W/ W1.4xW1.4

WELDED WIRE MESH @ CENTER OF SLAB -

INSTALL OVER 4" SAND LEVELING BED & 8"

DEEP COMPACTED GRAVEL BASE - PROVIDE

WATERPROOF COATING (SEE SPEC.)

PLANTED RETAINING WALL

& BOULDERS BEYOND

DEADFALL - SEE PLANTING PLANS

NOTE: POOL TO BE POURED IN ONE

CONTINUOUS POUR WITH NO JOINTS

x x

DRAINAGE SWALE

T 316.262.4700

105 North Washington

Wichita, KS 67202-2815

WDM Architects P.A.

F 316.262.0002 wdmarchitects.com

WDM Architects P.A.c copyright

WDM No.

checked:

drawn:

PRINTS ISSUED

S o u e r i c a n

E x h i b i t s

D s d w g

M S t e f h i n e

DBJ

SITE SECTIONS

SITE DETAILS

SA2.1

U T

M E

R I C

I B

I T

M I L

L E

A R

O O r r i s

A v e

B l o o m i n g t o n

I L

Jan. 21, 2015 - 100% CD SET

July 28, 2017 - Permit Review Set

Oct. 20, 2021 - Final Review

SCHINDLER

MATT EVERETT

001.024591STA T E OF I L L I NO

I S

Signature

Date Expires 11/30/202211/29/2021

4" CONCRETE PATH

xxxxx

4"+/-

4" REINFORCED CONC. WITH

MEDIUM BROOM FINISH

x x x

A X

NOTE: PROVIDE CONTROL

AND EXPANSION JOINTS AS

SHOWN ON PLAN.

W1.4xW1.4 WIRE MESH

1/2'' EXP. JT.

SEALANT

#4x12'' SMOOTH DOWELS

CENTERED IN SLAB @ 24''

O.C. ALONG BUILDING WALL

(WHERE OCCURS)

(1) #4 BAR CONTINUOUS - TO

OCCUR IN CONJUCTION W/

DOWELS

THICKENED CONCRETE EDGE -

TO OCCUR ALONG PERIMETER

OF SLAB

BUILDING/WALL FACE

(WHERE OCCURS)

COMPACTED SUBGRADE -

RE: SOILS REPORT

FINISH GRADE

1/2" RADIUS

I N

SAND LEVELING COURSE

PROVIDE DOWELED EXP. JOINT @ EXISTING CONCRETE PATH -

EPOXY ANCHOR #4x12" SMOOTH DOWEL INTO EXISTING SLAB

AND BOND BREAK @ NEW SLAB (SHOWN DASHED)

PEDESTRIAN BARRIER

10''

M I N

8'-0'' MAX. SPACING

6'-0'' MIN. SPACING

ANGLE CUT ENDS OF SPINDLES AND

POLES.

ATTACH SPINDLES TO RAIL W/ 3'' GALV.

SCREW - COUNTERSINK

5''Ø ACQ PRESSURE TREATED PINE POLE

SIZE SUBJECT TO AVAILABILITY.

SECURE RAILS TO EA. POST W/ GALV.

"Ø LAG CARRIAGE THRU-BOLT (TYP.)

±4''Ø CEDAR RAIL (SEAL). SIZE SUBJECT TO

AVAILABILITY.

±3''Ø CEDAR VERTICALS (SEAL) @ ±7" O.C. -

LENGTH VARIES - RANDOM CUT TOPS (TYP.) -

4" MAX. BETWEEN VERTICALS. SIZE SUBJECT

TO AVAILABILITY.

TEXTURED CONC. WALK

PER DTL. 3/SL2.1

CONCRETE FOOTING

ALTERNATE RAILS (TYP.)

ANIMAL SIDE

PUBLIC SIDE

PLAN

ELEVATION

SECURE VERTICALS FROM BACK SIDE W/

GALV.

"Ø LAG SCREWS TOP & BOTTOM (TYP.)

SECURE RAILS TO EA. POST W/ GALV.

"Ø LAG CARRIAGE THRU-BOLT (TYP.)

TEXTURED CONC. WALK PER DTL. 3/SL2.1

4" MIN.

ROCK EMBEDMENT

NOT TO SCALE

3'-0"

ON-EXHIBIT 0FF-EXHIBIT

1-5/8"Ø GALV. BLACK VINYL

COATED TOP RAIL

1-5/8"Ø GALV. BLACK VINYL

COATED LINE POST @ 8'-0"

O.C. MAX. - 2"Ø @ CORNER

& END POSTS

1-5/8"Ø GALV. BLACK VINYL

COATED BOTTOM RAIL

12 GA. BLACK VINYL

COATED CHAINLINK MESH

W/ 2"x2" OPENING (TYP.)

10"Ø x 48" DEEP CONC. FOOTING

GRADE

POST WITHIN FOOTING

SHOWN DASHED

12 GA. GALV. CHAINLINK MESH

W/ 2"x2" OPENING BELOW GRADE

- BURY AT 45° ANGLE UNTIL 1'-0"

DEEP AND THEN RUN

HORIZONTAL 3'-0" - OVERLAP &

SECURE TO FABRIC ABOVE

GRADE MIN. 4"

NOTE: PROVIDE ADDITIONAL

CROSS-BRACING AT ALL

CORNER AND END POSTS

45° BLACK VINYL COATED

KICKBACK ARM W/ TENSION

WIRE LOCATED AT 7'-6" ABOVE

GRADE (TYP.) - SECURE MESH

TO WIRE (TYP.)

3"Ø GALV. GATE FRAME POST

W/ CAP (BLACK FINISH)

3"Ø GALV. GATE FRAME

HORIZONTAL - WELD TO

POST (BLACK FINISH)

GALV. STEEL TUBE DOUBLE

SWING GATE W/ 12 GA. BLACK

VINYL COATED CHAINLINK MESH

W/ 2"x2" OPENING (PAINT GATE

TO MATCH MESH)

2"Ø STEEL PIPE KICKBACK @

GATE HEAD - WELD TO GATE

FRAME (BLACK FINISH)

(2) PAIR GATE HINGES (BLACK FINISH)

NOTE: PROVIDE (1) HD

PADLOCKABLE GATE LATCH

OPERABLE FROM NON-EXHIBIT

SIDE (BLACK FINISH)

PERIMETER CHAINLINK

FENCE SHOWN DASHED

FOR CLARITY (TYP.)

8'-0" CLEAR TYP.

L E

Y P

CONTINUOUS 6" WIDE x 4'-0"

DEEP CONCRETE DIG BARRIER

BETWEEN POST FOOTINGS

SHOWN DASHED

12"Ø CONCRETE POST FOOTING

EA. SIDE SHOWN DASHED

BOLT ONE LEAF SHUT W/ HD

PADLOCKABLE CANE BOLT

ACCESSIBLE FROM NON-EXHIBIT

SIDE (BLACK FINISH)

NOTE: GATE SHOWN FROM

ON-EXHIBIT SIDE

NOTE: GATE SHOULD BE

CONSTRUCTED WHERE THERE

ARE NO GAPS LARGER THAN 2"

FENCE TRANISTION

NTS

CHAIN LINK FABRIC

WELD 2"x2"x12.5 GALV.

CAGEWORK PANEL TO

KICKBACK FRAME

OPENING (BLACK FINISH)

TYP. PERIMETER

CHAINLINK FENCE

GATE

OPENING

3"Ø GALV. GATE FRAME

HORIZ.(BLACK FINISH)

CHAINLINK CONTAINMENT FENCE

NOTE: BURY BOULDER

APPROX. 1/3 BELOW

FINISH GRADE

LANDSCAPE CONTRACTOR TO PLACE BOULDERS PRIOR TO POURING

OF CONCRETE (WHERE OCCURS) - POUR UP TO EMBEDED BOULDER

SO THERE ARE NO GAPS

NOTE: ALL BOULDERS AND LIVE ROCK TO BE PROVIDED BY LANDSCAPE

CONTRACTOR . GENERAL CONTRACTOR (G.C.) TO PROVIDE EQUIPMENT

NECESSARY TO MOVE LARGE BOULDERS. G.C. TO COORDINATE FINAL

PLACEMENT OF BOULDERS AND LIVE ROCK WITH EACH TRADE.

TYPICAL 5'-0"

CONTAINMENT RETAINING WALL

FINISH GRADE

REINF. CONC. RETAINING

WALL - SEE STRUCT'L

REINF. CONC. FOOTING -

SEE STRUCT'L

FINISH GRADE

COMPACTED SUBGRADE

PEDESTRIAN BARRIER

PER DTL. 3/SA2.1

4" CONC. PATH PER

DTL. 1/SA2.1

FOOTING & POST

BELOW SHOWN

DASHED

4'-0" MIN.

ON-EXHIBIT 0FF-EXHIBIT

SEE SITE GRADING PLANS

TOP OF WALL

SEE SITE GRADING PLANS

GRADE

" CHAMFER AT

TOP OF WALL EA.

SIDE (TYP.)

CHAINLINK CONTAINMENT GATE

TYP. SINGLE POST

5'-0" LONG 4" Ø ACQ

TREATED WOOD POST

POST WITHIN

FOOTING SHOWN

DASHED

FINISH GRADE

C O

N T

A I N

M E

I G

H T

TORTOISE CONTAINMENT BARRIER

SITE SECTION

0 1' 2' 4'

SCALE: 1/2" = 1'-0"

ADA RAMP

0 1' 2' 4'

SCALE: 1/2" = 1'-0"

0 1' 2' 4'

SCALE: 1/2" = 1'-0"

GRAVEL PATH

0 6" 1' 2'

SCALE: 1" = 1'-0"

3/8" DOWELED

EXP. JOINT

1 1/2" DIA. GALV. STEEL

PIPE HANDRAIL EA. SIDE

OF RAMP (PAINT)

xxxxxxx x x x x x x x x x x x x

1'-1"

16'-0" RAMP @ 1:12 MAX.

(30'-0" @ SIM. COND.)

5'-0" LANDING @ 1:50 MAX. 5'-0" LANDING @ 1:50 MAX.

NOTE: PROVIDE 1 1/2" DIA. STEEL

INTERMEDIATE POLES @ 5'-0" O.C.

1 1/2" DIA. GALV. STEEL

PIPE RAIL EA. SIDE OF

RAMP (PAINT)

4" CONC. PATH

PER DTL 1/SA2.1

" MINUS GRAVEL PATH

SHOVEL CUT EDGE

COMPACTED SUBGRADE

0 6" 1' 2'

SCALE: 1" = 1'-0"

0 6" 1' 2'

SCALE: 1" = 1'-0"

0 2' 4' 8'

SCALE: 3/8" = 1'-0"

0 2' 4' 8'

SCALE: 3/8" = 1'-0"

0 2' 4' 8'

SCALE: 3/8" = 1'-0"

5'-0" LONG 8" Ø ACQ

TREATED WOOD POST

POST WITHIN

FOOTING SHOWN

DASHED

FINISH GRADE

2"x2" STEEL TUBE FRAME, PAINT. 5'-6" x 1'-6"

4" Ø ACQ TREATED

WOOD POST

2' Ø CONCRETE

FOOTING

HINGES RATED FOR

WEIGHT OF GATE,

FLATTEN SIDE OF POLE

TO ATTACH WITH S.S.

BOLTS

LATCH FOR PADLOCK

5'-0" CLEAR

TORTOISE GATE

0 6" 12" 24"

SCALE: 1" = 1'-0"

ALTERNATE #6

m i l l r k

D o g

P l a n d w g

H20

C.C.

E le

E l e

G a s

Gas

<-STM

T M

W t r

E l e

W t r

T M

10"Ø, PVC

8"Ø, PVC

Wtr

W t r

W tr

W t r

DOWNSPOUTS ON RAINFOREST

EXHIBIT BUILDING DRAIN TO BURIED

COLLECTOR OF UNKNOWN SIZE

AND LOCATION.

E l e

Wtr

[ 4"Ø, PVC]

W t r

Wtr

W t r

E l e

F.F.E. = 125.50 (SITE)

= 100.00 (ARCH)

T M

T 316.262.4700

105 North Washington

Wichita, KS 67202-2815

WDM Architects P.A.

F 316.262.0002 wdmarchitects.com

WDM Architects P.A.c copyright

WDM No.

checked:

drawn:

PRINTS ISSUED

S o u e r i c a n

E x h i b i t s

D s d w g

M S t e f h i n e

SITE GRADING PLAN

SA3.1

U T

M E

R I C

I B

I T

M I L

L E

A R

O O r r i s

A v e

B l o o m i n g t o n

I L

Jan. 21, 2015 - 100% CD SET

July 28, 2017 - Permit Review Set

Oct. 20, 2021 - Final Review

SCHINDLER

MATT EVERETT

001.024591STA T E OF I L L I NO

I S

Signature

Date Expires 11/30/202211/29/2021

SITE GRADING PLAN

0 5' 10' 20'

SCALE: 1" = 10'-0"

HOLDING

BUILDING

SEE SHEET A1.1

G G

EX. GAS LINE

W W

EX. WATER LINE

SWS

E E

EX. ELECTRICAL LINE

EX. STORM SEWER LINE

SS SS

EX. SANITARY SEWER LINE

G G

GAS LINE

W W

WATER LINE

SWS

E E

ELECTRICAL LINE

STORM SEWER LINE

SS SS

SANITARY SEWER LINE

UTILITIES

EXISTING

INVERT

TOP OF WALL

GRADE

BOTTOM OF POOL

GRADING

INV

WATER SURFACE ELEVATIONWSE

PROPOSED CONTOUR

XXX

EXISTING CONTOUR

DRAINAGE SWALE FLOWLINE

INTERSECTION BETWEEN EXISTING

AND PROPOSED CONTOUR

FINISHED FLOOR ELEVATIONFFE

1. 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.

2. THE CONTOUR INTERVAL FOR EXISTING AND PROPOSED CONTOURS IS 1'-0''.

3. PROPOSED SPOT ELEVATIONS AND CONTOURS ARE FOR FINISHED GRADES AND READ TO THE TOP OF

PAVEMENT AND FINISHED GRADE.

4. EXISTING CONDITIONS SHALL BE VERIFIED BY GENERAL CONTRACTOR. DISCREPANCIES ARE TO BE

REPORTED TO ARCHITECT PRIOR TO CONSTRUCTION.

5. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT GRADED AREAS FROM, AND AS NECESSARY

RESTORE TO GRADE, ANY RUTS, WASHES OR OTHER CHANGES FROM THE DESIGN ELEVATIONS SHOWN

HEREON, UNTIL GRADING WORK IS ACCEPTED BY THE OWNER AND ARCHITECT.

6. STRIP TOPSOIL FROM CONSTRUCTION AREAS AND STOCKPILE IN LOCATION AS AGREED UPON BY OWNER

& ARCHITECT. PLACE THE TOPSOIL IN A MANNER SO NOT TO BE COMPACTED OR CONFLICT WITH OTHER

TRADES AND CONSTRUCTION PROCESS.

7. ALL WEEDS, TRASH, DEBRIS, RUBBLE, BROKEN ASPHALT, ORGANIC MATERIAL (EXCLUDING TOPSOIL) AND

REFUSE, OR ANY OTHER MATERIAL WHICH WOULD BE DELETERIOUS AS FILL MATERIAL OR INCAPABLE OR

SUPPORTING THE BUILDING, VEHICULAR AND/OR OVERBURDEN LOADS TO BE IMPOSED SHALL BE

CLEARED, GRUBBED OR EXCAVATED AS THE CASE MAY DICTATE PRIOR TO GRADING AND SHALL BE

REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.

8. EROSION CONTROL MEASURES ARE TO BE UTILIZED PER LOCAL CODES AND, WHERE THE POSSIBILITY OF

EROSION MAY OCCUR. USE LANDLOK S2 EROSION CONTROL BLANKETS AT ALL SLOPES 4:1 AND GREATER

AND AT ALL DRAINAGE SWALES.

9. ALL GRADING SHALL BE DONE TO INSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS, FOUNDATIONS, AND STRUCTURES.

10. ALL SIDEWALKS AND WALKING SURFACES (EXCEPT RAMPS) SHALL HAVE SLOPES NO GREATER THAN 1:20

(5%) IN THE DIRECTION OF TRAVEL OR CROSS SLOPES GREATER THAN 1:50 (2%). SLOPE OF THE

FORMWORK IS TO BE VERIFIED BEFORE INSTALLATION OF PAVEMENT MATERIAL.

11. THE CONTRACTOR SHALL RESTORE TO THE ORIGINAL CONDITION ADJACENT (OFF SITE) PROPERTY

DISTURBED BY HIS OPERATIONS.

12. SPLASH BLOCKS SHALL BE PLACED AT ALL DOWNSPOUTS.

GRADING GENERAL NOTES

N O

R T

NOTE: PROVIDE PERIMETER EROSION CONTROL AROUND THE ENTIRE PERIMETER OF THE DISTURBED AREA, EXCEPTING THE

ENTRANCE, IN ACCORDANCE WITH THE DETAILS IN THE CITY OF BLOOMINGTON MANUAL OF PRACTICE.

TOTAL SITE AREA: 13,523.30 SF

NEW IMPERVIOUS AREA: 2,043.90 SF

RECONSTRUCTED IMPERVIOUS AREA: 911.80 SF

ALL OTHER AREAS: 10,567.60 SF

- REMAINING PERVIOUS: 9,730.60 SF

- IMPERVIOUS NOT BEING RECONSTRUCTED: 837 SF

NET CHANGE IN IMPERVIOUS AREA: 1,206.90 SF

surface flow s u r f a c e f lo w s u rf a c e f lo w m i l l r k

D o g

P l a n d w g

H20

C.C.

E le

E l e

G a s

Gas

<-STM

T M

W t r

E l e

W t r

T M

10"Ø, PVC

8"Ø, PVC

Wtr

W t r

W tr

W t r

DOWNSPOUTS ON RAINFOREST

EXHIBIT BUILDING DRAIN TO BURIED

COLLECTOR OF UNKNOWN SIZE

AND LOCATION.

E l e

Wtr

[ 4"Ø, PVC]

W t r

Wtr

W t r

E l e

T M

T 316.262.4700

105 North Washington

Wichita, KS 67202-2815

WDM Architects P.A.

F 316.262.0002 wdmarchitects.com

WDM Architects P.A.c copyright

WDM No.

checked:

drawn:

PRINTS ISSUED

S o u t h

A m e r i c a n

E x h i b i t s

D s d w g

M S t e f h i n e

SITE PLANTING PLAN

SA4.1

U T

M E

R I C

I B

I T

M I L

L E

A R

O O r r i s

A v e

B l o o m i n g t o n

Jan. 21, 2015 - 100% CD SET

July 28, 2017 - Permit Review Set

Oct. 20, 2021 - Final Review

SCHINDLER

MATT EVERETT

001.024591STA T E OF I L L I NO

I S

Signature

Date Expires 11/30/202211/29/2021

SITE PLANTING PLAN

0 5' 10' 20'

SCALE: 1" = 10'-0"

N O

R T

HOLDING

BUILDING

SEE SHEET A1.1

G G

EX. GAS LINE

W W

EX. WATER LINE

SWS

E E

EX. ELECTRICAL LINE

EX. STORM SEWER LINE

SS SS

EX. SANITARY SEWER LINE

G G

GAS LINE

W W

WATER LINE

SWS

E E

ELECTRICAL LINE

STORM SEWER LINE

SS SS

SANITARY SEWER LINE

UTILITIES

GENERAL PLANTING NOTES

1. THE LANDSCAPE CONTRACTOR (L.C.) SHALL PROVIDE ALL LABOR, MATERIALS AND SERVICE NECESSARY TO FURNISH AND

INSTALL PLANTINGS AS SPECIFIED HEREIN AND AS SHOWN ON THESE PLANS.

2. A PLANTING SCHEDULE HAS BEEN PROVIDED LISTING THE SPECIES AS NOTED ON THE PLANTING PLANS, AS WELL AS

GENERAL PLANT TYPES CORRESPONDING TO THE PLANTING LEGEND. ALTERNATIVE MATERIALS OF SIMILAR SIZE AND

CHARACTER MAY BE CONSIDERED IF SPECIFIED PLANTS CANNOT BE OBTAINED.

3. FERTILIZE ALL PLANTS WITH 10-10-10 COMMERCIAL FERTILIZER AS DIRECTED BY INSTRUCTIONS ON FERTILIZER.

4. ANY VEGETATED AREA DISTURBED BY THE CONSTRUCTION PROCESS MUST BE RESTORED BY REPAIRING THE SOIL BED AND

REESTABLISHING ORIGINAL PLANTINGS. OVERSEED WITH EXHIBIT GRASS MIX IN AREAS DISTURBED ADJACENT TO EXHIBIT.

5. L.C. IS TO STAKE ALL PLANT MATERIAL (TREE AND SHRUB) LOCATIONS AS WELL AS PLANTER BED EDGE PRIOR TO

INSTALLATION. L.C. IS TO CONTACT ARCHITECT FOR PRE-INSTALLATION CONFERENCE AND FINAL APPROVAL OF STAKING.

ADJUST PLANT LOCATIONS ONLY AS NECESSARY TO AVOID SITE CONFLICTS.

6. PLANT PROTECTION ZONES ARE AREAS WHERE TREES AND OTHER PLANT MATERIALS ARE TO BE PROTECTED FROM

CONSTRUCTION BY TEMPORARY FENCING. THE AREA OF PLANT PROTECTION SHOWN ON THESE PLANS IS APPROXIMATE AND

SHOULD TYPICALLY EXTEND OUT TO AS NEAR THE DRIP LINE AS POSSIBLE. VEHICLES ARE NOT TO BE PARKED NOR

MATERIALS STORED IN THESE AREAS. IF CONSTRUCTION MUST ENTER THESE AREAS, IT IS TO BE APPROVED AND THEN

OBSERVED BY ZOO STAFF. ALL PLANT PROTECTION DEVICES ARE TO BE INSTALLED AND REMOVED BY THE GENERAL

CONTRACTOR. ANY PLANT MATERIAL DAMAGED DURING CONSTRUCTION SHALL BE REPLACED W/ PLANT MATERIAL OF

SIMILAR SPECIES, SIZE, QUALITY AND VALUE TO BE APPROVED BY THE ARCHITECT AND OWNER.

7. WHEN CLAY SOIL IS ENCOUNTERED IN THE ESTABLISHMENT OF PLANT MATERIAL, IT SHALL BE IMPROVED IN ACCORDANCE

WITH STANDARD TRADE PRACTICE.

8. BACKFILL FOR PLANT EXCAVATIONS TO BE CLEAN NATURAL SOIL EXCAVATED FROM PLANTING PITS MIXED WITH COMPOST

AND WELL-ROTTED MANURE AT A RATIO OF THREE (3) PARTS SOIL TO ONE (1) PART COMPOST AND WELL-ROTTED MANURE.

9. FERTILIZE ALL PLANTS WITH 10-10-10 COMMERCIAL FERTILIZER AS DIRECTED BY INSTRUCTIONS ON FERTILIZER.

10. ALL PLANT MATERIALS SHALL BE PROTECTED FROM THE DRYING ACTION OF THE SUN AND WIND AFTER BEING DUG, WHILE

BEING TRANSPORTED, AND WHILE AWAITING PLANTING. BALLS OF PLANTS WHICH CANNOT BE PLANTED IMMEDIATELY SHALL

BE PROTECTED FROM DRYING ACTION BY COVERING THEM WITH MOIST MULCH. PERIODICALLY, APPLY WATER TO

MULCH-COVERED BALLS TO KEEP MOIST. IF PLANTING SHOULD OCCUR DURING GROWING SEASON, APPLY ANTI-DESSICANT

TO LEAVES BEFORE TRANSPORT TO REDUCE LIKELIHOOD OF WINDBURN. REAPPLY ANTI-DESSICANT AFTER PLANTING TO

REDUCE TRANSPIRATION.

11. AFTER PLANTING IS COMPLETED, REPAIR INJURIES TO ALL PLANTS AS REQUIRED. LIMIT AMOUNT OF PRUNING TO A MINIMUM

NECESSARY TO REMOVE DEAD OR INJURED TWIGS AND BRANCHES. PRUNE IN SUCH A MANNER AS NOT TO CHANGE NATURAL

HABIT OR SHAPE OF PLANT. MAKE CUTS FLUSH, LEAVING NO STUBS. CUTS OF ONE INCH (1") OR MORE TO BE PAINTED WITH

TREE PAINT. CENTRAL LEADERS SHALL NOT BE REMOVED.

12. PLANTING BEDS ARE TO BE FREE OF WEEDS AND GRASS. TREAT PLANTING BEDS WITH A PRE-EMERGENT HERBICIDE PRIOR

TO PLANTING AND MULCH PLACEMENT. APPLY IN ACCORDANCE WITH STANDARD TRADE PRACTICE. DO NOT APPLY

HERBICIDE IN PERENNIAL BEDS.

13. MULCH MATERIAL IS TO BE 3" DEEP AT ALL PLANTING BEDS AND AS OTHERWISE NOTED. MULCH MATERIAL PROVIDED BY THE

ZOO. INSTALLATION IS PROVIDED BY THE L.C. - SEE SPEC.

14. THE CONTRACTOR SHALL PROVIDE ALL WATER, WATERING DEVICES AND LABOR NEEDED TO IRRIGATE PLANT MATERIALS

UNTIL ACCEPTANCE OF THE PROJECTS PLANT MATERIAL. THE CONTRACTOR SHALL SUPPLY ENOUGH WATER TO MAINTAIN

THE PLANT'S HEALTHY CONDITION.

15. REMOVE ALL RUBBISH, EQUIPMENT AND MATERIAL AND LEAVE THE AREA IN A NEAT, CLEAN CONDITION EACH DAY. MAINTAIN

PAVED AREAS UTILIZED FOR HAULING EQUIPMENT AND MATERIALS BY OTHER TRADES IN A CLEAN AND UNOBSTRUCTED

CONDITION AT ALL TIMES. REMOVE SOIL OR DIRT THAT ACCUMULATED DURING OR AS A RESULT OF PLANTING OPERATIONS

EACH DAY AT THE COMPLETION OF PLANTING OPERATIONS.

16. ALL PLANTS SHALL BE INSPECTED BY THE OWNER AND ARCHITECT AT SUBSTANTIAL COMPLETION. CONTRACTOR SHALL

REPLACE IMMEDIATELY ANY PLANTS NOT IN HEALTHY AND VIGOROUS CONDITION AT THAT TIME AT NO EXPENSE TO THE

OWNER.

PLANTING

DECIDUOUS SHADE TREE

DECIDUOUS SHRUBS

EXISTING PLANT MATERIALS

GRASSES (SPECIMEN)

EXHIBIT GRASS MIX

OVERSTORY TREES

REMARKSSIZE COND.

COMMON NAME

BOTANICAL NAME

PLANT SCHEDULE

MATURE

SIZE

SHRUBS

QNTY.

WINTERGREEN BARBERRY

Berberis julianae

GRASSES

ANDANTE MIAIDEN GRASS

Miscanthus sinensis 'Andante'

BOTTLEBRUSH GRASS Hystrix patula

NORTHWIND SWITCHGRASS

Panicum virgatum 'Northwind'

LITTLE BLUESTEM PRAIRIE MUNCHKIN Schizachyrium scoparium 'Prairie Munchkin'

6-8'Wx6'H

3'Wx3'H

5'Wx7'H

3'Wx5'H

2'Wx2.5'H CONT.

CONT.

GRASS SEEDING SCHEDULE

ENDOPHYTE-FREE KENTUCKY 31

COMMON NAME

COOL SEASON GRASS MIX

REED CANARY GRASS

SWITCHGRASS

PLS.

10 LBS.

3 LBS.

SAND LOVEGRASS

5 LBS.

WARM SEASON GRASS MIX

INDIANGRASS

SIDE OATS GRAMMA

10 LBS.

6 LBS.

10 LBS.

BOTANICAL NAME

Panicum Virgatum

Eragrostis trichodes

Sorghastrum nutans bouteloua curtipendula

Phalaris arundinacea

ACRE

'QUICKGUARD' STERILE TRITICALE

COVER CROP - ANNUAL GRASS

10 LBS.

EXHIBIT GRASS SEED MIX

QNTY.

.12 AC

REMARKS

SEASON GRASS

SOW IN EARLY FALL

AND/OR EARLY SPRING

SOW IN LATE SPRING

AFTER MOWING COOL

10 GAL.

1 GAL.

5 GAL.

1 GAL.

2'-0" O.C. SPACING

(5,500 S.F.)

1 GAL.

NOTE: ALL WORK THIS SHEET ALTERNATE #5

ALTERNATE #5

3- A. M. GRASS

8- B. GRASS

6- N. SWITCHGRASS

1- H. L. W. STICK

2- N. SWITCHGRASS

2- A. M. GRASS

1- B. GRASS

2- N. SWITCHGRASS

1- W. BARBERRY

3- N. SWITCHGRASS

5- A. M. GRASS

9- B. GRASS

5- N. SWITCHGRASS

1- G. OAK

4- B. GRASS

1- H. L. W. STICK

4- N. SWITCHGRASS

3- A. M. GRASS

1- N. SWITCHGRASS

1- B. GRASS

2- A. M. GRASS

4- B. GRASS

1- H. L. W. STICK

8- N. SWITCHGRASS

13- B. GRASS

5- B. GRASS

2- N. SWITCHGRASS

6- A. M. GRASS

2- W. BARBERRY

5- A. M. GRASS

2- B. GRASS

3- B. GRASS

3- A. M. GRASS

1- W. BARBERRY

3- B. GRASS

11- N. SWITCHGRASS

5- A. M. GRASS

6- B. GRASS

2- W. BARBERRY

1- W. CURRANT

9- B. GRASS

1- W. CURRANT

3- N. SWITCHGRASS

WAX CURRANT

Ribes cereum

5'Wx4-6'H CONT.3 GAL.

6- N. SWITCHGRASS

1- H. L. W. STICK

14- B. GRASS

5- N. SWITCHGRASS

1- A. M. GRASS

2- N. SWITCHGRASS

1- W. BARBERRY

6- B. GRASS

2- A. M. GRASS

1- W. CURRANT

4- A. M. GRASS

4- N. SWITCHGRASS

1- W. BARBERRY

5- A. M. GRASS

3- W. CURRANT

9- B. GRASS

18- L. BLUESTEM

7- L. BLUESTEM

12- L. BLUESTEM

7- L. BLUESTEM

10- L. BLUESTEM

11- L. BLUESTEM

9- L. BLUESTEM

20- L. BLUESTEM

30- L. BLUESTEM

13- L. BLUESTEM

5- N. SWITCHGRASS

10- B. GRASS

2- W. BARBERRY

5- A. M. GRASS

3- N. SWITCHGRASS

5- B. GRASS

1- H. L. W. STICK

AREA OF MULCH

SHOWN HATCHED

HENRY LAUDERS WALKING STICK Corylus avellana 'RED MAJESTIC' 6'Wx6'H CONT.5 GAL.

1- W. CURRANT

1- G. OAK

GAMBEL OAK

Quercus gamelii

25'Wx30'H B & B2" CAL

5- N. SWITCHGRASS

10- B. GRASS

12- L. BLUESTEM

D.S.

8" 12'-4" 8" 8" 8" 8'-0" 8"4'-4"2'-0"

A1.2

2'-0"4'-4" 2'-0" 7'-4"

18'-0"43'-8"

8" 12'-4" 8" 2'-0" 2'-0" 3'-4" 8" 7'-4" 8" 8" 2'-0" 4'-8" 8" 8" 3'-4" 1'-4" 8" 2'-8" 2'-0" 8" 8" 5'-4" 8" 8" 1'-4" 3'-4" 8"

24'-8"23'-4"13'-8"

3'-0"

4'-0"2'-0"

2'-0"1'-0"

A1.2

+100'-0"

+100'-2"

+99'-11"

TORTOISE

HOLDING

ANTEATER

HOLDING

ANTEATER

HOLDING

ANTEATER

HOLDING

KEEPER

AISLE

BUSH DOG

HOLDING

BUSH DOG

HOLDING

BUSH DOG

HOLDING

KEEPER

AISLE

101b 101a

F.D.

+99'-0"

+99'-3"

+100'-0"

+99'-9"

+100'-0"

+100'-2" +100'-2"

+100'-2"

+100'-2" +100'-2" +100'-2"

+99'-11"

+100'-0"

REMOVABLE

BOLLARD - 2/A1.2

W.D. W.D. W.D.

W.D. W.D.

W.D.

H.B.

HEATED

DRINKER

A1.1

H.B.

D.S.

14'-0"

P3 P3 P3 P3 P3 P3

4'-0"

3'-0"

WOOD SIDING SCREEN WALL

OVER CEDAR POSTS

C.J.

C.J. C.J.

C.J.

F.E.B.

S L O

P E

F L O

O R

6x6 WD. POST

4x4 WD. POST

S L O

P E

F L O

O R

S L O

P E

F L O

O R

S L O

P E

F L O

O R

S L O

P E

F L O

O R

S L O

P E

F L O

O R

S L O

P E

F L O

O R

S L O

P E

F L O

O R

A1.3

W.D.

HEATED

DRINKER

INTEGRAL

WATER-PROOFING IN

CIP CONC. WHERE

SHOWN SHADED

2'-0"

A1.2

ELECT'L

RECPT'L

ELECT'L

RECPT'L

TORTOISE

HOLDING

ANTEATER

HOLDING

ANTEATER

HOLDING

ANTEATER

HOLDING

KEEPER

AISLE

BUSH DOG

HOLDING

BUSH DOG

HOLDING

BUSH DOG

HOLDING

KEEPER

AISLE

SKY

LIGHT

A1.2

APX. LOCATION OF PULLEY &

CABLE SYSTEM FOR REFERENCE -

SEE CAGEWORK SHEETS

D.S.

1'-6"

1'-6" 1'-6"

1'-6"

2'-0" 6'-0"

1'-6"

2x12 BEAM

2x8 WOOD JOISTS

2x6 WD. PURLINS @ 16" O.C.

4" GALV. HALF-ROUND GUTTER &

3"Ø DOWNSPOUTS

SKY

LIGHT

SKY

LIGHT

D.S.

110'-1"

PLY-1

110'-1"

PLY-1

110'-1"

PLY-1

110'-1"

PLY-1

110'-1"

PLY-1

110'-1"

PLY-1

110'-1"

PLY-1

110'-1"

PLY-1

110'-0"

PLY-1

D.S.

SKYLIGHT

FINISH TRIM

L I G

T U

R E

L I G

T U

R E

L I G

T U

R E

L I G

T U

R E

L I G

T U

R E

L I G

T U

R E

L I G

T U

R E

APX. LOCATION OF MECH'L

SYSTEMS FOR REFERENCE - SEE

MECH'L SHEETS

" EXT. GRADE PLYWOOD (PNT) EA.

SIDE OF 2x4 FRAMED DOOR HEAD

OVER EACH DEN FRONT, CENTER @

12" FROM EDGE OF WALL & 2" ABOVE

CAGEWORK FRONTS. COORD.

OPENINGS FOR SHIFT DOOR CABLES

W/ CAGEWORK CONTRACTOR.

H E

A T

E R

H E

A T

E R

CLNG.

HATCH

A1.3

5/8" EXT. GRADE

PLYWOOD SOFFIT

1x3 CEDAR BATTENS

OVER JOINTS &

EDGES

A1.2

SKY

LIGHT

D.S.

6" GALV. HALF-ROUND GUTTER &

4"Ø DOWNSPOUTS

6" GALV. HALF-ROUND GUTTER & 4"Ø DOWNSPOUTS

CORRUGATED METAL

PANEL ROOFING

COMPOSITE SHINGLE ROOFING ON (1) LAYER

30# ROOFING FELT, FLASH FELT OVER ICE &

WATER SHIELD PER MANUFACTURER

RECOMMENDED PROCEDURE

SUN TUNNEL SKYLIGHT

(OR APPROVED EQUAL)

- APX. LOCATIONS

SHOWN - FIELD ADJUST

FOR TRUSSES - SEE

1/A1.2

PERIMETER OF EXTERIOR WALL

BELOW SHOWN DASHED

SKY

LIGHT

SKY

LIGHT

DRAIN UPPER GUTTER INTO LOWER

CONTINUOUS

RIDGE VENT

POST BELOW

36"w MIN. LAYER OF ICE & WATER

SHIELD AT EAVES, RIDGES, &

PENETRATIONS - AS SHOWN W/

SOLID HATCH

DRAIN UPPER GUTTER INTO LOWER

6" GALV. HALF-ROUND GUTTER &

3"Ø DOWNSPOUTS

4" GALV. HALF-ROUND

GUTTER W/ OPEN ENDS

22'-0"

APX. VERIFY W/ TRUSSES

20'-0"

APX. VERIFY W/ TRUSSES

6'-8"

13'-0"

APX. VERIFY W/ TRUSSES

V.T.R. - REF.

MECH'L

D.S.

A1.3

NOTE: ALL THRU-ROOF

PENETRATIONS ON THIS

SIDE OF ROOF

P1 P2

100'-0"

FINISH FLOOR

110'-0"

T.O. CMU

100'-0"

FINISH FLOOR

107'-4"

CMU TYPE 2 BELOW

110'-0"

T.O. CMU

CMU TYPE 1 ABOVE

CMU TYPE 2

CLEAR SEAL FINISH AT

INTERIOR FACES

CMU TYPE 1

INSULATION FILL IN

NON-GROUTED CORES -

REF. STRUCT'L FOR

LOCATION OF GROUTED

CORES

CMU TYPE 1

CLEAR SEAL FINISH AT

INTERIOR FACES

INSULATION FILL IN

NON-GROUTED CORES -

REF. STRUCT'L FOR

LOCATION OF GROUTED

CORES

CMU TYPE 1 8"x8"x16" SMOOTH FACE CMU, INTEGRAL COLOR, CLEAR SEAL

FINISH @ INTERIOR LOC'NS, FLUSH JOINTS

CMU TYPE 2 8"x8"x16" CMU, SPLIT FACE AT EXTERIOR SIDE, INTEGRAL

COLOR, COLORED AGGREGATE, CLEAR SEAL FINISH @

INTERIOR LOC'NS, RODDED JOINTS

CMU TYPE 3 8"x8"X16" NORMAL WEIGHT CMU, PAINT EXPOSED INTERIOR

FACES, RODDED JOINTS

100'-0"

FINISH FLOOR

110'-0"

T.O. CMU

CMU TYPE 3

CLEAR SEAL ALL

INTERIOR SURFACES

INTERIOR SIDE INTERIOR SIDE

T 316.262.4700

105 North Washington

Wichita, KS 67202-2815

WDM Architects P.A.

F 316.262.0002 wdmarchitects.com

WDM Architects P.A.c copyright

WDM No.

checked:

drawn:

PRINTS ISSUED

D o g

A d w g

M S t e f h i n e

DJS

PLANS

PARTITION TYPES

A1.0

S O

U T

M E

R I C

I B

I T

M I L

L E

A R

O O r r i s

A v e

B l o o m i n g t o n

Jan. 21, 2015 - 100% CD SET

July 28, 2017 - Permit Review Set

Oct. 20, 2021 - Final Review

SCHINDLER

MATT EVERETT

001.024591STA T E OF I L L I NO

I S

Signature

Date Expires 11/30/202211/29/2021

FLOOR PLAN

0 2' 4' 8'

SCALE: 1/4" = 1'-0"

CEILING PLAN

0 2' 4' 8'

SCALE: 1/4" = 1'-0"

ROOF PLAN

0 2' 4' 8'

SCALE: 1/4" = 1'-0"

H.B.

W.D.

HOSE BIBE - REF. PLUMB'G

WATERER / DRINKER - REF. PLUMB'G

FLOOR DRAIN - REF. PLUMB'G

CMU WALL - REF. PARTITION TYPES

CONTROL JOINT WHERE INDICATED

WINDOW TAG - SEE WINDOW TYPES

DOWN SPOUT

FIRE EXTINGUISHER ON BRACKET

F.D.

PLAN LEGEND

D.S.

F A

E A

G A

PARTITION TYPES

REFLECTED CEILING PLAN TAG

HEIGHT OF CEILING

FINISH MATERIAL

PLY-1 = 1/2" EXTERIOR PLYWOOD

(B-C GRADE, SOUTHERN PINE,

PLAIN SMOOTH FACE) FASTENED

TO BOTTOM OF WD. TRUSSES

(PAINT)

CEILING ACCESS HATCH. FRAME 2'

WIDE OPENING BETWEEN TRUSSES

WITH EXTERIOR GRADE PLYWOOD

(PNT) REMOVABLE HATCH PANEL.

COORDINATE LOCATION W/ OWNER,

STRUCTURE, AND

MECHANICAL/PLUMBING

EQUIPMENT & ACCESS

REQUIREMENTS

RCP LEGEND

ELEV.

MTL.

1x3 WOOD BATTENS OVER

PLYWOOD PANEL JOINTS

CLNG.

HATCH

F.E.B.

C.J.

NOTE: ALL OPENINGS IN CMU

INCLUDING MAN DOORS & SHIFT DOORS

TO BE BUILT INTO WALL WITH

CORNER/PLAIN END UNITS @ JAMBS.

CUTTING OPENINGS IN AFTER WALL IS

LAID WILL NOT BE ACCEPTED.

A1.2

100'-0"

B.O. CMU / FINISH FLOOR (SEE PLAN)

107'-6"

BEARING POINT

110'-7"±

B.O. ROOF

116'-2"±

T.O. ROOF

107'-4"

DOOR HEAD

COMPOSITE SHINGLE ROOFING

CORRUGATED MTL. @ ALT. #4

CMU TYPE 1

CMU TYPE 2

FENCING - REF. SITE SHEETS

1x10 WOOD FASCIA BD. (PNT)

1x4 WOOD TRIM (PNT)

" CORRUGATED METAL PANEL

ROOFING (PNT)

2x8 WOOD JOISTS (PNT)

WOOD BEAM (PNT) - REF. STRUCT'L

SITE WALL - REF. SITE DRAWINGS

CAGEWORK DOOR PANEL - SEE

CAGEWORK DRAWINGS

DRINKER (VERIFY HEIGHT

W/ OWNER) - REF. PLUMB'G

CONTAINMENT BOLLARDS - SEE SITE

SHEETS

CMU TYPE 2

FENCING - REF. SITE SHEETS

6" HALF-ROUND GALV.

GUTTER & 4"Ø DOWNSPOUT

101b

111'-3"±

B.O. ROOF EAVE

116'-2"±

T.O. ROOF

CMU - TYPE 2

FENCING - REF. SITE SHEETS

1x10 WOOD FASCIA BD. (PNT)

110'-7"±

B.O. ROOF

116'-2"±

T.O. ROOF

CORRUGATED METAL PANEL

VERTICAL SIDING (PNT)

24"x24" METAL LOUVER (GALV.)

W/ 55% FREE AREA

SKYLIGHT, 1/A1.2

1x4 RS WOOD TRIM (PNT)

2x6 RS WOOD TRIM (PNT)

OPENING IN WALL FOR FUTURE OFF EXHIBIT

YARD. CAGEWORK SHIFT WILL BE

CONSTRUCTED AND IN PLACE NOW, HOWEVER

G.C. TO COVER OPENING @ EXTERIOR WITH A

" METAL PLATE (PNT TO MATCH WALL) W/ (4)

EXPANSION ANCHORS. PROVIDE RUBBER

WEATHER STRIP AGAINST CMU TO STOP AIR

INFILTRATION

CONTAINMENT BOLLARDS -

SEE SITE SHEETS

6" HALF-ROUND GALV. GUTTER

& 4"Ø DOWNSPOUT

1x10 WOOD FASCIA BD. (PNT)

110'-7"±

B.O. ROOF

CORRUGATED METAL PANEL

VERTICAL SIDING

116'-2"±

T.O. ROOF

SKYLIGHT,

1/A1.2

" CORRUGATED METAL

PANEL ROOFING (PNT)

1x4 WOOD TRIM (PNT)

PLYWOOD (PNT)

CMU TYPE 2

3"Ø ROUND GALV. DOWNSPOUT

1x8 WOOD FASCIA BD. (PNT)

6x6 CEDAR POST (PNT)

FENCING - REF.

SITE SHEETS

HOSE BIBE -

REF. PLUMB'G

6" HALF-ROUND GALV. GUTTER & 4"Ø

DOWNSPOUT

RIDGE VENT

DRAIN UPPER GUTTER

INTO LOWER GUTTER

A1.3

CMU TYPE 1

107'-4"

CMU TRANSITION

100'-0"

FINISH FLOOR

107'-4"

CMU TRANSITION

CONCRETE FOUNDATION

COMPOSITE SHINGLE ROOFING

CORRUGATED MTL. @ ALT. #4

RIDGE VENT

SKYLIGHT, 1/A1.2

CMU TYPE 1

1x4 RS WOOD TRIM (PNT)

2x6 RS WOOD TRIM (PNT)

1x10 RS WOOD FASCIA BD. (PNT)

4'-0"

" CORRUGATED METAL PANEL

ROOFING

2x8 WOOD JOISTS (PNT)

WOOD BEAM (PNT)

6x6 CEDAR POST (PNT)

1x4 VERT. WOOD TRIM

(PNT) ON 1X4 NAILERS

RANDOM WIDTH 1X HORIZ. WOOD

SIDING (PNT) W/

" GAPS BETWEEN

BOARDS, OVER 1x SLEEPERS @ 16"

O.C., PAINT SLEEPERS & CMU WALL

PRIOR TO INSTALLATION OF SIDING

CMU TYPE 1

100'-0"

FINISH FLOOR

6" HALF-ROUND GALV.

GUTTER & 4"Ø DOWNSPOUT

CMU - TYPE 1

CORRUGATED METAL PANEL

VERTICAL SIDING ON 1X

SLEEPERS @ 16" O.C.

CONCRETE FOUNDATION

1x4 VERT. WOOD TRIM (PNT) ON 1X4 NAILERS

2x6 RS WOOD TRIM (PNT)

RANDOM WIDTH 1X HORIZ. WOOD

SIDING (PNT) W/

" GAPS BETWEEN

BOARDS, OVER 1x SLEEPERS @ 16"

O.C., PAINT SLEEPERS & CMU WALL

PRIOR TO INSTALLATION OF SIDING

24"x24" METAL LOUVER (GALV.)

W/ 55% FREE AREA

2x8 WOOD JOISTS (PNT)

WOOD BEAM (PNT) - REF. STRUCT'L

6x6 CEDAR POST (PNT)

1x4 WOOD TRIM (PNT)

PLYWOOD (PNT)

CMU TYPE 2

1x8 WOOD FASCIA BD. (PNT)

CMU TYPE 1

107'-4"

CMU TRANSITION

100'-0"

FINISH FLOOR

CMU TYPE 1

6" HALF-ROUND GALV.

GUTTER & 4"Ø DOWNSPOUT

DRAIN UPPER GUTTER

INTO LOWER GUTTER

102'-8"

B.O. SIDING

RANDOM WIDTH 1X

HORIZ. WOOD SIDING

(PNT) W/

" GAPS

BETWEEN BOARDS,

OVER 1x SLEEPERS @

16" O.C., PAINT

SLEEPERS & CMU WALL

PRIOR TO INSTALLATION

OF SIDING

1x4 VERT. WOOD TRIM

(PNT) ON 1X4 NAILERS

RANDOM WIDTH 1X HORIZ. WOOD

SIDING (PNT) W/

" GAPS BETWEEN

BOARDS, OVER 1x SLEEPERS @ 16"

O.C., PAINT SLEEPERS & CMU WALL

PRIOR TO INSTALLATION OF SIDING

4" HALF-ROUND GUTTER

W/ OPEN ENDS

4" HALF-ROUND GUTTER W/ OPEN

ENDS (GALV.)

RANDOM WIDTH 2X HORIZ. WOOD

SLATS (PNT) W/

" GAPS BETWEEN

BOARDS, TRIM EXPOSED VERTICAL

EDGES WITH 1x4 WOOD

RANDOM WIDTH 1X HORIZ. WOOD

SLATS (PNT) W/

" GAPS BETWEEN

BOARDS, TRIM EXPOSED VERTICAL

EDGES WITH 1x4 WOOD

EXHAUST LOUVER - REF. MECH'L

1x4 WOOD TRIM (PNT)

WOOD TRIM OVER EXPOSED

SIDING ENDS @ DOORS &

WINDOWS (PNT) - TYP.

DRAIN UPPER GUTTER

INTO LOWER GUTTER

1x4 VERT. WOOD TRIM

(PNT) ON 1x4 NAILER

C.J.

GALV. MECH'L LOUVERS

LIGHT FIXTURE

DRINKER (VERIFY HEIGHT

W/ OWNER) - REF. PLUMB'G

T 316.262.4700

105 North Washington

Wichita, KS 67202-2815

WDM Architects P.A.

F 316.262.0002 wdmarchitects.com

WDM Architects P.A.c copyright

WDM No.

checked:

drawn:

PRINTS ISSUED

D o g

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M S t e f h i n e

DJS

BUILDING ELEVATIONS

A1.1

U T

M E

R I C

I B

I T

M I L

L E

A R

O O r r i s

A v e

B l o o m i n g t o n

Jan. 21, 2015 - 100% CD SET

July 28, 2017 - Permit Review Set

Oct. 20, 2021 - Final Review

SCHINDLER

MATT EVERETT

001.024591STA T E OF I L L I NO

I S

Signature

Date Expires 11/30/202211/29/2021

SOUTH ELEVATION

0 2' 4' 8'

SCALE: 1/4" = 1'-0"

NORTH ELEVATION

0 2' 4' 8'

SCALE: 1/4" = 1'-0"

EAST ELEVATION

0 2' 4' 8'

SCALE: 1/4" = 1'-0"

WEST ELEVATION

0 2' 4' 8'

SCALE: 1/4" = 1'-0"

NICHE ELEVATION

0 2' 4' 8'

SCALE: 1/4" = 1'-0"

NICHE ELEVATION

0 2' 4' 8'

SCALE: 1/4" = 1'-0"

NICHE ELEVATION

0 2' 4' 8'

SCALE: 1/4" = 1'-0"

ELECT'L METER - REF.

ELECT'L SHEETS

NOTE

RANDOM WIDTH 1X HORIZONTAL WOOD SIDING TO BE A MIXTURE OF 1x3, 1x4, 1x6, AND 1x8 WOOD BOARDS. WIDTHS TO BE CONTINUOUS ACROSS FACE OF

BUILDING. BOARD WIDTHS CAN CHANGE AT OUTSIDE CORNERS GOING AROUND

THE BUILDING. MOCK UP THE 4' LONG SECTION SHOWN IN ELEVATION B/A1.1 FOR

ARCHITECTS APPROVAL PRIOR TO CONTINUING SIDING THE BUILDING.

GAS METER

100'-2" @ BACK OF DEN / OPENING TO YARD

FINISH FLOOR (SLOPES TO DRAIN)

GRADE

104'-0"

T.O. OPENING (ANTEATER)

110'-0"

T.O. CMU

110'-1 1/2"

TRUSS BEARING

A1.3

REF. STRUCT'L

T.O. FOOTING

COMPOSITE SHINGLES

OVER 30# FELT PAPER

ON PLYWOOD

SHEATHING (REF.

STRUCT'L)

WOOD TRUSS - REF.

STRUCT'L

SOFFIT:

" EXTERIOR

PLYWOOD W/ 1x3

WOOD BATTENS OVER

PANEL JOINTS (PNT)

CORRUGATED METAL

PANEL SIDING (PNT)

ON 1x SLEEPERS @

16" O.C.

REINF. CONC. FOOTING

- REF. STRUCT'L

2" RIGID FOUNDATION

INSULATION - FULL

HEIGHT OF FOOTING

AND 2' HORIZONTAL -

TYP.

4" REINF. CONC. ON

MIN. 4" GRANULAR FILL

OVER VAPOR BARRIER

A1.3

1'-6"

12"

TREATED 2x TOP PLATE -

REF. STRUCT'L

T.O. FOOTING

100'-0"

FINISH FLOOR

102'-0"

WINDOW SILL

106'-0"

WINDOW HEAD

110'-0"

T.O. CMU

110'-1 1/2"

TRUSS BEARING

5" REINF. CONC. ON

MIN. 4" GRANULAR FILL

OVER VAPOR BARRIER

CMU TYPE 3

R-30 FACED BATT

INSULATION

WOOD TRUSS - REF.

STRUCT'L

TREATED 2x TOP

PLATE - REF. STRUCT'L

COMPOSITE SHINGLES

OVER 30# FELT PAPER

ON PLYWOOD

SHEATHING (REF.

STRUCT'L)

2x WALL FRAMING

SUPPORTING

OUTRIGGERS - REF.

STRUCT'L

107'-6"

T.O. COL. / B.O. BEAM

" CORRUGATED METAL

PANEL ROOFING (GALV.)

1" INSULATED

GLAZING IN F.R.P.

FRAME - SET TO

EXTERIOR FACE OF

CMU - CAULK GAP EA.

SIDE OF WINDOW

A1.3

SOFFIT:

" EXTERIOR

PLYWOOD W/ 1x3 WOOD

BATTENS OVER PANEL

JOINTS (PNT)

CORRUGATED METAL PANEL

VERTICAL SIDING (PNT)

OVER WEATHER BARRIER ON

PL…

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