Igleheart Park Splashpad

April 13, 2026
RE: Addendum #1
Project: Igleheart Park Splashpad
Morley Project: #04589.1.002
THE FOLLOWING CHANGES, ADDITIONS AND CLARIFICATIONS ARE HEREBY MADE
PART OF THE CONTRACT DOCUMENTS FOR THE ABOVE REFERENCED PROJECT AND
SHALL BE TAKEN INTO ACCOUNT IN THE PREPARATION OF ALL PROPOSALS AND THE
EXECUTION OF ALL WORK. WORK SHALL CONFORM TO THE REQUIREMENTS OF THE
ORIGINAL CONTRACT DOCUMENTS AND ADDENDA WHEREVER THEY APPLY. ALL
PROVISIONS THAT ARE NOT SO AMENDED REMAIN IN FULL FORCE AND EFFECT.
ALL BIDDERS SHALL ACKNOWLEDGE RECEIPT OF THIS ADDENDUM ON THE
CONTRACTOR'S FORM OF PROPOSAL.
THE ORIGINAL BID DOCUMENTS DATED APRIL 03, 2026 FOR THE PROJECT NOTED
ABOVE ARE AMENDED AS NOTED IN THIS ADDENDUM NUMBER 1. RECEIPT OF THIS
ADDENDUM AND ANY SUBSEQUENT ADDENDA MUST BE ACKNOWLEDGED ON THE BID
PROPOSAL FORM.
DRAWINGS, SPECIFICATIONS, CONTRACT DOCUMENTS, AND ALL ADDENDA TAKE
PRECEDENCE OVER ANY COMMENTS MADE OR ANSWERS PROVIDED AT THE PRE-BID
MEETING.
ADDITIONAL QUESTIONS AND CLARIFICATIONS
QUESTION 01: Will the Pre-Bid sign-in sheet be sent out?
ANSWER 01: Yes, please find the sign-in sheet is attached.
QUESTION 02: What is the due date for questions to be included in the addenda?
ANSWER 02: The last day for questions will be Tuesday April 14, 2026 at 12:00pm.
QUESTION 03: When and where will the last addendum be sent out?
ANSWER 03: The last addendum will be issued Wednesday April 15, 2026. It will be available
to view on the City of Evansville Parks and Recreation Purchasing website.
QUESTION 04: When will bids be due?
ANSWER 04: Bids submitted prior to 11:45 a.m. CST on April 22, 2026, bids must be delivered
to: Purchasing Department Civic Center Administration Building, Room 323 1 NW Martin Luther
King, Jr. Blvd. Evansville, IN 47708.

Bids submitted after 11:45 a.m. CST, but no later than 12:00 p.m. (noon) CDT on April 22, 2026,
and must be delivered to: City Council Chambers Civic Center Administration Building, Room
301 1 NW Martin Luther King, Jr. Blvd. Evansville, IN 47708
QUESTION 05: Can an as-equal proposal be submitted for the Aquatix equipment?
ANSWER 05: No, the Parks Department owns the equipment for this project already. The base
bid of this project is to include installation. All bidders are to contract with PlayPros who is the
required installer to meet all warranty requirements.
QUESTION 06: Will a flash drive need to be submitted with the bid packet?
ANSWER 06: Bidders that do not include a flash/thumb drive containing bid documents in their
sealed bid package must send these documents to the Purchasing Department via email in a
Windows-compatible within 24 hours AFTER the public bid opening. Please send these items
to DaChenae Streeter at dstreeter@evansville.in.gov with "INGLEHEART SPLASHPAD
ELECTRONIC BID DOCS" in the Subject line"
QUESTION 07: Section 01 10 00 Summary Section 1.03 Work by Owner states "Owner has
awarded a contract for supplu and installation of Park Splash Pad restroom for which
commencement will be coordinated after contract is awarded." Is this correct?
ANSWER 07: Please see the revised section attached.
QUESTION 08: Will temporary facilities need to be included in the phasing of this project?
ANSWER 08: Succesful bidder will responsible for providing temporary facilities as outlined in
the project manual and typical to Parks Projects. No special temporary facilities will be required
beyond those outlined.
QUESTION 09: What are the warranties on the project?
ANSWER 09: Overall project warranty to be one year, material and assembly warranties
separate from overall project are to be per project documents.
QUESTION 10: Who is the contact with the Parks Department Purchasing Department?
ANSWER 10: Dachenae Streeter - Director of Purchasing - 812-436-4915 -
dstreeter@evansville.in.gov
PROJECT MANUAL REVISIONS:
Sec. 01 10 00 Section 1.03 Work By Owner
CONSTRUCTION DRAWING REVISIONS:
G101 Project Information, Code Summary, Life Safety Plan, Symbols and Notes
1. Revised Fire Extinguisher Location
2. Added fence around HVAC equipment
Page 02

C100 Existing Conditions and Demolition Plan
1. Extended limits of removal of existing 12" Pipe
2. Added partial removal of existing 4" Pipe
C101 Site Plan
1. Added fence and extended concrete for HVAC
2. Made modifications to layout.
a. Rotated of splash pad,
b. Moved funbrellas, benches, lighting, extents of sod, splash block
c. Removed one funbrella
C102 Grading and Drainage Plan
1. Made modifications to drainage system.
a. Modified slope and layout of swale
b. Moved waste valve box, P104, P102, and AD103
c. Removed concrete ribbon
d. Added note for existing 4" Pipe
2. Modified spot elevations
C103 Utility Plan
1. Modified layout of water and sanitary lines
C200 Storm Sewer Profiles
1. Modified storm pipes
a. Modified length and slope of P100, P102, and P103
b. Modified P104 size
c. Modified P100 type
2. Modified storm structures
a. Modified inverts and rim elevations of AD101, AD103, and waste valve box
b. Modified sump elevations of AD101 and AD103
A101 Floor Plan, Symbols, and Notes
1. Added fence around HVAC equipment
2. Revised reference note 9
3. Revised reference note 14
A111 Reflected Ceiling Plan, Lighting Schedule, Notes
1. Revised reference note 6
2. Revised Light "E" on Lighting Fixture Schedule
A121 Roof Plan, Notes
1. Revised reference note 3
A201 Exterior Elevations, Notes
Page 03

1. Revised Material Schedule
2. Added fence around HVAC equipment
A202 Exterior Elevations, Notes
1. Revised Material Schedule
2. Added fence around HVAC equipment
3. Revised Hosebib location.
A301 Building Sections, Wall Sections, Notes
1. Revised Blocking
2. Added Notes
A601 Finish Plan, Schedule, Notes
1. Revised Finish Schedule
END OF ADDENDUM 1 - IGLEHEART PARK SPLASHPAD
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Project Number: 04589.1.002 Project Name: Iglehart Park Splashpad
Project Location: 6101 N FirstAve. Evansville IN 47710 Date: 04.13.2026
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IgleheartParkSplashpad
ProjectNo. 04589.1.002
Evansville,Indiana
SECTION011000
SUMMARY
PART1 GENERAL
1.01 PROJECT
A. ProjectName: IgleheartParkSplashpad
B. Owner'sName: CityofEvansvilleParksandRecreation.
C. Architect'sName: MorleyandAssociates,Inc.,dba.Morley.
D. TheProjectconsistsoftheconstructionofConstructionofanewsplashpadandparkbathroomshelter
buildingwithadditionalsiteimprovements.
1.02 CONTRACTDESCRIPTION
A. ContractType: AsingleprimecontractbasedonaStipulatedPriceasdescribedinDocument005000
-ContractingFormsandSupplements.
B. ContractType: AsingleprimecontractbasedonaStipulatedPriceasdescribedinDocument
AgreementFormAIAA101-2017andA101ExhibitA.
1.03 WORKBYOWNER
A. Owner haspurchased________SplashPadEquipment andcurrentlyhasinstoragelocally.
Contractorresponsibleforinstallationusingrequiredinstallerandrelocationofequipmenttothesite.
1.04 OWNEROCCUPANCY
A. Ownerintendstocontinuetooccupyadjacentportionsoftheexistingsiteduringtheentireconstruction
period.
B. OwnerintendstooccupytheProjectuponSubstantialCompletion.
C. CooperatewithOwnertominimizeconflictandtofacilitateOwner'soperations.
D. ScheduletheWorktoaccommodateOwneroccupancy.
1.05 CONTRACTORUSEOFSITEANDPREMISES
A. ConstructionOperations:Limitedtoareasofworkillustratedondrawings.
1. Locateandconductconstructionactivitiesinwaysthatwilllimitdisturbancetosite.
B. ProvideaccesstoandfromsiteasrequiredbylawandbyOwner:
1. Donotobstructroadways,sidewalks,orotherpublicwayswithoutpermit.
C. Existingbuildingspacesmaynotbeusedforstorage.
D. UtilityOutagesandShutdown:
1. Limitdisruptionofutilityservicestohoursthebuildingisunoccupied.
2. Donotdisruptorshutdownlifesafetysystems,includingbutnotlimitedtofiresprinklersandfire
alarmsystem,without7daysnoticetoOwnerandauthoritieshavingjurisdiction.
3. Preventaccidentaldisruptionofutilityservicestootherfacilities.
1.06 WORKSEQUENCE
A. CoordinateconstructionscheduleandoperationswithOwnerandArchitect.
PART2 PRODUCTS-NOTUSED
PART3 EXECUTION-NOTUSED
ENDOFSECTION
Summary 011000 - 1

WH
EF
CODE SUMMARY
APPLICABLE CODES HANDICAP ACCESSIBILITY
2014 INDIANA BUILDING CODE [675 IAC 13-2.6 IBC] ALL EXTERIOR EXITS TO COMPLY WITH ADA REQUIREMENTS TO
2014 INDIANA FIRE CODE [75 IAC 22-2.5 IFC] INCLUDE THRESHOLD HEIGHTS, DOOR HARDWARE DESIGN, DOOR
2012 INDIANA PLUMBING CODE [675 IAC 16-1.4 IPC] HARDWARE LOCATIONS, HARDWARE ADJUSTMENTS, AND WHEELCHAIR
2014 INDIANA MECHANICAL CODE [675 IAC 18-1.6 IMC] MANEUVERABILITY ACCESS AREAS.
2009 INDIANA ELECTRICAL CODE [675 IAC 17-1.8 IEC]
2010 INDIANA ENERGY CONSERVATION CODE [675 IAC 19-4 EDITION]
ENERGY EFFICIENCY
GENERAL ADMINISTRATIVE RULES (GAR) [675 IAC 12 GAR]
DESIGN INFORMATION
OCCUPANCY CLASSIFICATION
CLIMATE ZONE CATEGORY = 4A NONRESIDENTIAL [ASHRAE 90.1-2007]
OCCUPANCY = "B" [SECTION 304]
LOCATION & DESCRIPTION U VALUE R VALUE
CONSTRUCTION TYPES & FIRE
RESISTANCE REQUIREMENTS ATTIC AND OTHER R-30.0
WALLS, ABOVE GRADE (MASONRY) R-10 C.I.
WALLS, BELOW GRADE NR
CONSTRUCTION TYPE: VB [602.5]
SLAB-ON-GRADE (UNHEATED) NR
OPAQUE DOORS (SWINGING) U-0.700
STRUCTURAL ELEMENTS, EXTERIOR WALLS, INTERIOR WALLS, FLOOR
CONSTRUCTION, AND ROOF CONSTRUCTION ARE OF ANY MATERIALS
PERMITTED BY CODE [602.3 & TABLE 601]
* STRUCTURAL FRAME = 0 HOUR ENERGY CODE
* BEARING WALLS (INTERIOR) = 0 HOUR
* BEARING WALLS (EXTERIOR) = 0 HOUR COMPLIANCE STATEMENT
* NON-BEARING WALLS (EXTERIOR) = 0 HOUR
THE CONTRACTOR IS REQUIRED TO COMPLY WITH ALL REQUIREMENTS
[FIRE SEPARATION DISTANCE EXCEEDS 30 FEET PER TABLE 602]
LISTED IN EACH DESIGN PROFESSIONAL'S ENERGY COMPLIANCE
CERTIFICATE AND ASSOCIATED "INSPECTION CHECKLIST". A COPY OF
* NON-BEARING WALLS (INTERIOR) = 0 HOUR EACH CERTIFICATE AND CHECKLIST SHOULD ACCOMPANY THE
* FLOOR CONSTRUCTION = 0 HOUR
WORKING DRAWINGS AT ALL TIMES. IF A CONFLICT IS PERCEIVED
* ROOF CONSTRUCTION = 0 HOUR
BETWEEN THE WORKING DRAWINGS AND ENERGY CONSERVATION
INFORMATION THE MOST RESTRICTIVE REQUIREMENT PREVAILS
REQUIRED FIRE SEPARATION DISTANCE = REFER TO GEOMETRIC SITE
UNLESS DIRECTED OTHERWISE BY THE DESIGN PROFESSIONAL OF
PLAN FOR CLEAR DISTANCES.
RECORD OF THE AFFECTED WORK.
FIRE-RESISTIVE REQUIREMENTS FOR EXTERIOR WALLS OF "B"
OCCUPANCY:
PLUMBING FIXTURE REQUIREMENTS
* 00' -05' = 1 HOUR
* 05' -10' = 1 HOUR PER IBC 2012, [TABLE 2902.1]
* 10' -30' = 0 HOUR
* 30' -30+' = 0 HOUR OCCUPANCY OCCUPANTS # OF FIXTURES PROVIDED
ALLOWABLE AREA AND HEIGHT RESTROOM 8 OCCUPANTS (3) WATER CLOSET
(1) URINAL
(4) LAVATORY,
CONSTRUCTION TYPE = VB
(1) SERVICE SINK
(1) DRINKING FOUNTAIN
ALLOWABLE TABULAR AREA: "B" = 009,000 SF [TABLE 503]
(1) SHOWER
TOTAL AREA: "B" = 1,645 SF
TABULAR HEIGHT: "B" = 2 STORY AT 40' [TABLE 503]
ACTUAL BUILDING HEIGHT: 1 STORY @ 14 FEET 0 INCHES +/- DRY CHANGING
ROOM
104
EGRESS CALCULATIONS MECH.
105
SELECTION FROM "MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT"
[TABLE 1004.1.2]
KB
OCCUPANCY USE SQUARE FEET OCCUPANT LOAD [TABLE 1004.1.1] CHEM.
106
OCCUPANCY "B" FE
AREA NAME: 743 SF GROSS 100 SF NET = 8 OCCUPANTS
SELECTIONS FROM "EGRESS WIDTH PER OCCUPANT SERVED" [TABLE
1005.1]BASED ON "WITHOUTSPRINKLER SYSTEM" REQUIREMENTS.
EGRESS WIDTH PER OCCUPANT
TOTAL OCCUPANTS 8 OCCUPANTS
SERVED [1005.3.2] 8(.2 INCH) = 1.6 INCHES
EXIT WIDTH PROVIDED 32 INCHES
EGRESS NOTES
1. EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 200 FEET IN
ANY DIRECTION IN ACCORDANCE WITH TABLE 1016.2 (WITHOUT
DRY CHANGING SPRINKLER SYSTEM).
ROOM 2. COMMON PATH OF EGRESS TRAVEL DOES NOT EXCEED 100 FEET
103 IN ANY DIRECTION IN ACCORDANCE WITH TABLE 1014.3 (WITHOUT
SPRINKLER SYSTEM).
FIRE EXTINGUISHERS
PROVIDE "PORTABLE FIRE EXTINGUISHERS" AS REQUIRED IN FIRE
CODE {906}, AND REQUESTED BY LOCAL FIRE MARSHAL / INSPECTOR
WOMENS RR
MENS RR
102 FIRE PROTECTION SYSTEM
101
BUILDING NON-SPRINKLERED.
"4-'81
:ECNATSID
LEVART
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:ECNATSID
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MORLEY
ARCHITECTS ENGINEERS SURVEYORS
1
All ideas, designs, calculations, and arrangements
indicated or represented by this drawing are owned
by and are the property of Morley and Associates,
Inc. and were created as instruments of service for
use on and in connection with the specified project.
Morley and Associates retains all common law,
statutory law and other rights, including copyrights.
No drawings or electronic files shall be reused for
any purpose other than the project. They shall not be
disclosed to or be used by any other person or firm
without the written prior consent of Morley and
Associates, Inc.
Written dimensions on these drawings shall have
precedence over scale dimensions. Contractors
shall verify and be responsible for all dimensions and
conditions on the job and Morley and Associates, Inc.
must be notified of any variations from the
dimensions and conditions shown by these drawings.
If differences exist between electronic files and
the signed and sealed hard copy drawings, the hard
copy shall govern.
4800 Rosebud Ln., Newburgh, IN 47630
812.464.9585 Phone 812.464.2514Fax
morleycorp.com
.2 2
36"
LIFE SAFETY LEGEND
.2
DISTANCE TRAVELED: X'-X"
36"
1 .XX MEANS OF EGRESS CAPACITY FACTOR
XX" PROVIDED EGRESS COMPONENT WIDTH
0"
3
E:
9'-
TRAVEL DISTANCE: 21'-3" C EXIT SIGN KNOX BOX
1 N A T
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LIFE SAFETY PLAN SHEET NOTES
1. SEE SHEET A001 FOR PROJECT GENERAL NOTES. Igleheart Park Splashpad
6101 N First Ave
2. VERIFY COMPLIANCE OF FIRE RATING WITH CODES AND INSURANCE
T R A REQUIREMENTS. Evansville, IN 77710
V
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D 3. ALL RATED ASSEMBLIES TO COMPLY WITH TESTED ASSEMBLY IS
T STANDARDS. (I.E. UL -UNDERWRITER LABORATORIES, INC.)
A
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E 4. PROVIDE FIRE-RETARDANT TREATED WOOD FOR CONCEALED
3 3
:
8 '-6 BLOCKING AND FOR EXPOSED LUMBER AND PLYWOOD IN HABITABLE
" SPACE.
3
* LUMBER: AWPA C20093
* PLYWOOD:AWPA C27-93
.2
36" 5. PROVIDE "PANIC HARDWARE" AT ALL EXTERIOR EXITS, AND
INTERIOR DOORS AS INDICATED. SEE ARCHITECTURAL HARDWARE
SCHEDULE FOR ADDITIONAL INFORMATION.
3 3
6. ALL DOORS IN EGRESS PATH INCLUDING EXTERIOR EXITS TO
COMPLY WITH ADA REQUIREMENTS TO INCLUDE BUT NOT BE
LIMITED TO:
* DOOR SIZE
* THRESHOLD HEIGHTS
* DOOR HARDWARE DESIGN
* DOOR HARDWARE LOCATIONS
* HARDWARE ADJUSTMENTS
General
* WHEELCHAIR MANEUVERABILITY ACCESS AREAS.
7. PROVIDE "PORTABLE FIRE EXTINGUISHERS" AS DEFINED AND Project Information,
REQUIRED IN FIRE CODE [906].
and Code Summary,
3 3 * CONFIRM QUANTITY, TYPE, AND LOCATIONS WITH OFFICIALS
HAVING JURISDICTION AND LOCAL FIRE MARSHAL PRIOR TO Life Safety Plan,
INSTALLATION.
Symbols and Notes
* FIRE EXTINGUISHERS SHALL BE PROVIDED IN ACCORDANCE
WITH INSTALLATION REQUIREMENTS OF NFPA 10, STANDARD
FOR PORTABLE FIRE EXTINGUISHERS.
* INDICATE THE RATING(S) OF THE FIRE EXTINGUISHERS AND THE
QUANTITY BASED UPON THE INSTALLATION REQUIREMENTS OF A
ORDINARY (MODERATE) HAZARD OCCUPANCY. [IBC 906 AND
NFPA 10-9.7.4.1]
* WHEN ADJACENT TO DOOR MAINTAIN ADA REQUIRED
CLEARANCES.
* FE = WALL BRACKET
* FEC = RECESSED CABINET
.2 .2
COORDINATE FULLY OR PARTIALLY RECESSED W/ WALL TYPE
36" 36"
1. PROVIDE AND COORDINATE FIRE DEPARTMENT ACCESS BOX (I.E.
1 BNB 04.08.2026
KNOX BOX). PROVIDE ONE BOX PER STRUCTURE. [NFPA-1.18.2.2
AND MCER 10-21AM SEC. 80] No. By Date
* CONFIRM QUANTITY, TYPE, AND LOCATIONS WITH OFFICIALS
Revisions
HAVING JURISDICTION AND LOCAL FIRE MARSHAL PRIOR TO
INSTALLATION.
Scale: As Noted
LIFE SAFETY PLAN Designed By: Job Number:
BNB 04589.1.002
REFERENCE NOTES
Drawn By: Date:
BNB 04.03.2026
1 WALL MOUNTED FIRE EXTINGUISHER AND BRACKET.
Filename:
N 2 EXIT SIGN W/ EMERGENCY LIGHT AND BATTERY BACKUP, SEE 04589 -Igleheart Park RR
LIFE SAFETY PLAN ELEC. DRAWINGS FOR ADDITIONAL INFO.
1 3 EMERGENCY LIGHT FIXTURE WITH BATTERY BACKUP. SEE ELEC. Sheet Number:
3/8" = 1'-0" G101
DRAWINGS FOR ADDITIONAL INFO.

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AD "D" AD "C"
General Notes
I IC C V V Rim = 448.34 Rim = 452.28
I.E. = 442.62 I.E. = 446.80
A 1. Contractor shall comply with all local, state and federal codes, ordinances, rules,
A regulations, orders and other legal requirements of municipal authorities and owner which
bear on the performance of the work.
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Sign P P be relied on as being exact or complete. The contractor must contact the appropriate utility ARCHITECTS ENGINEERS SURVEYORS
company and owner at least 48 hours before any excavation to request exact field location
v
el
of utilities. Contractor shall locate and verify existing utilities and establish elevations and
Sidewalk Gr a clearances with proposed improvements prior to initiating construction. All ideas, designs, calculations, and arrangements
indicated or represented by this drawing are owned by
and are the property of Morley and Associates, Inc.
Indiana Underground Utility Locate Service and were created as instruments of service for use on
and in connection with the specified project. Morley
Playground Bench Phone: 811 and Associates retains all common law, statutory law
and other rights, including copyrights. No drawings or
Bench 3. Material specifications shall be in conformance with applicable portions of the Current electronic files shall be reused for any purpose other
INDOT Standard Specifications and Technical Advisories unless specifically stated than the project. They shall not be disclosed to or be
P
C P otherwise on these plans, contract documents or local code. used by any other person or firm without the written
4" prior consent of Morley and Associates, Inc.
S 4. Erect and maintain all necessary barricades, detour signs, warning signals and lights (in Written dimensions on these drawings shall have
Concrete id e conformance with the Indiana Department of Transportation Work Zone Traffic Control precedence over scale dimensions. Contractors shall
w verify and be responsible for all dimensions and
Wall a lk Guidelines: Construction, Traffic, Maintenance, and Utility Operations - latest edition; conditions on the job and Morley and Associates, Inc.
Indiana Manual on Uniform Traffic Control Devices for Highway Construction and must be notified of any variations from the dimensions
Woods Maintenance Operations; and Indiana Department of Transportation Standard and conditions shown by these drawings.
If differences exist between electronic files and
Specifications - latest edition) and Technical Advisory(s) required to direct traffic safely over
the signed and sealed hard copy drawings, the hard
or around the place where work is being performed, that in any way interferes with traffic. copy shall govern.
Book bin
CP #201
5. The civil drawings and information contained therein shall not constitute or be construed as
N E = = 2 1 8 0 1 1 1 5 7 2 5 1 0 6 . . 4 8 2 8 7 0 Si g n a retracement survey. 4 8 8 1 0 2 0 .4 R 64 o . s 9 e 5 b 8 u 5 d P L h n on ., e New 8 b 1 u 2 r .4 g 6 h 4 , . I 2 N 5 4 1 7 4 6 F 3 a 0 x
Elev. = 434.81 6. The contractor shall be responsible for potholing to locate all existing underground utilities morleycorp.com
5/8" rebar w/orange cap Asphalt at all locations where construction activities are to be conducted. Contractor shall document
stamped "Morley Control", flush. and mark all underground utilities locations, depths and routing.
Contractor shall remove existing storm pipe within
limits shown. Trench shall be backfilled with suitable 7. It is the responsibility of the contractor to replace existing infrastructure including but not
excavated material, or with well-graded granular fill. limited to utilities, roadways, sidewalks, curbs, gutters and/or driveway entrance aprons
Backfill shall be placed in maximum 12-inch loose damaged during construction of their project with like-kind to the satisfaction of the
lifts and compacted to a minimum of 95% of governing jurisdiction.
Standard Proctor density (ASTM D698). Restore
8. The contractor shall be responsible for notifying all occupants of interruption to their utilities
surface to match existing grade.
that will be caused by this project.
9. All areas of new facilities and altered portions of existing facilities shall comply with the
1 American with Disabilities Act (ADA) Accessibility Guidelines (latest edition).
Grass
10. Contractor should familiarize himself with all notes on all sheets. Notes shall apply to all
Contractor Verify Existence of work regardless of where notes are located on these drawings. Additionally, Contractor
Waterline. Remove Line as shall be familiar with all plans associated with the project as it relates to the preparation and
Needed for New Work. construction of all improvements, such as architectural, structural, MEP, and landscape
Elec. Box CP #201
plans.
Flush with asphalt a y N = 1015195.292
Utility trench-assumed to have electric line
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PS WV
Grass
E = 2812136.294 11. The Contractor shall verify all measurements and be responsible for any mistakes they may
alk
1
2 Elev. = 451.57 make as a result. If the Contractor discovers any discrepancies in figures on the drawings,
w
e 5/8" rebar w/orange cap he/she shall report same to the Engineer before proceeding with any work affected by the
UG flag marked "Clear" E ut Si d PS UW stamped "Morley Control", flush. discrepancy, and shall be held responsible for results should he/she fail to make such effort.
C
PS UW ur b PS SSCO 12. Any existing unconsolidated fill and/or utility trenches shall be tested for compaction prior to
C
paving and/or slab construction. Excavation of unconsolidated material and compaction of
E
EE 8" Clay new material in these areas may be required to prevent future settlement.
8" Clay
13. It is the responsibility of the developer or contractor to obtain all appropriate permits from all
I.E. = 428.58 0
0'
PS UE-3 Lines governing agencies having jurisdiction over the area where the work is to be completed.
Rim = 429.80
PS UG 6.
14. Dimensions shown are from face of curb or face of building unless noted otherwise.
Trench Rim = 431.92 PS UG Centerline 6' Elec E'smt
Rim = 429.76 Drain Grass D.Vol. 615, Page 127 15. Owner and/or Contractor to obtain permission from adjacent land owners if offsite areas are
to be disturbed as part of this project.
16. Deviations from these plans and notes without prior consent of the owner, his authorized
PS UW I.E. = 430.86 12" Plastic representative, or the engineer may cause the work to be unacceptable.
Rim = 431.87
Igleheart Park Splash Pad
4" CPP appears to
be inside a 6" Clay
A 6001 N First Avenue
10" Clay
12" Clay A Evansville, IN 47710
Asphalt
AD "B"
AD "A"
Rim = 445.27
Rim = 437.76 Termination
I.E. = 437.33
I.E. = 435.75 I.E. (East) = 439.74 Unknown Demolition Notes
Park
D rive
Aisle
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W 2. Contractor shall take all necessary precautions when removing existing infrastructure,
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tilities and other improvements which are not
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3. Contractor shall conduct operations in a manner to minimize the disturbance of the
material existing beneath the pavement and surrounding surfaces.
4. Transport all waste materials from demolished structures and construction operations
with appropriate vehicles and dispose off-site in areas which are approved for disposal
CP #200 by governing authorities. Immediately remove debris falling from transport vehicles which
N = 1015081.953 fall on street and sidewalk surfaces.
Parking Lot Benchmark #1 E = 2811821.778
Elevtion = 433.59' Elev. = 435.71 5. Contractor shall contact all utilities and coordinate the 'shut off' procedures needed
W 5/8" rebar w/ orange cap before commencing the connection or disconnection of any utility service. The contractor
stamped "Morley Control", flush. shall work with the Owner and the utilities in order to complete the installations and
removal. The contractor shall coordinate with the Owner for the tie in locations of all
Last point on waterline marked by 811.
utilities. The utilities shall be capped and marked in a location that is within 4' of the
Marked as if line was capped off
proposed tie in.
Civil
6. Contractor is cautioned that there may be existing sidewalks, curbs, concrete slabs, etc.
which are buried, covered with vegetation or not readily exposed to view. All items which
interfere with any new construction shall be removed. Existing Conditions and
Existing Legend 7. Upon demolition and removal of existing infrastructure, if contaminated sub-soil,
Demolition Plan
aggregate base, hazardous waste material, etc. is exposed, the Contractor shall
S Sanitary Sewer Manhole Center Line (C) Calculated Dimension Woods immediately stop work, notify the Owner and contact a licensed hazardous waste
contractor licensed in the State of Indiana and Indiana Environmental Protection Agency
Easement Line Cd. Card
Sign to coordinate removal and disposal of all hazardous waste.
Flow Line D.R. Deed Record
Utility Pole Overhead Utilities Doc. Document 8. All holes and depressions from removal of utilities, structures, and trees shall be
Previous Morley Survey, Dr. Drawer backfilled under the direction and guidance of the Geotechnical Engineer.
Utility Pole with Drop PS UE Jan. 6, 2000 Underground E East
Resource List: 9. No burning or burying of debris will be allowed on site.
Electric (Fnd) Found
Utility Pole with Light
Previous Morley Survey, Inst. Instrument 10. Contractor to install the appropriate erosion control devices to prevent debris, dust, and
Utility Pole with Meter PS UG Jan. 6, 2000 Underground (M) Measured Dimension Evansville City Engineer: Evansville Water and Sewer Utility: Spectrum: Electric & Gas Company: dirt, from leaving the site.
Gas N North Brian Mundy Doug Ohning Justin Sturgeon CenterPoint Energy
Utility Pole Transformer Pg. Page Room 321 Civic Center Complex djonohning@ewsu.com Construction Engineer 1 NW Main St. 11. The contractor shall provide temporary barriers and any other security devices needs to
Previous Morley Survey,
safely contain the demolition area.
R Range 1 NW Martin Luther King Jr. Blvd. Manager of Planning and Development justin.sturgeon@charter.com Evansville, IN 47704-569
W Water Meter PS UW J W a a n t . e 6 r , 2000 Underground (R) Record Dimension Evansville, IN 47708 PO Box 19 1900 N. Fares Ave. 12. Contractor shall coordinate with Owner for any salvageable materials on site. 1 GAW 04/13/2026
A Area Drain Underground Communication Previous Morley Survey, (812) 436-4990 Evansville, IN 47740 Evansville, IN 47711 No. By Date
PS SSCO Jan. 6, 2000, Location (812) 421-2120 EXT. 2217 (812) 253-2767 Office
Underground Electric
C Communication Junction Box of Sanitary Sewer Clean Out Vanderburgh County Plan Commission: Revisions
Previous Morley Survey, Ron London AT&T: Astound:
Curb Inlet
PS WV Jan. 6, 2000, Location rlondon@evansvilleapc.com Rick Lowery (rl9615@att.com) Kayla Rebholz Scale: 1" = 20'
Handicap Parking Space
E Electric Junction Box of Water Valve Room 312 Civic Center Complex Mike Cotton (mc5865@att.com) kayla.rebholz@astound.com
Designed By: Job Number:
E Electric Meter S South 1 NW Martin Luther King Jr. Blvd Engineering Department 6600 Hank Avenue MDW 04589.1.002-B
T Township Evansville, IN 47708 134 NW Sixth Street Evansville, IN 47715
Light Pole W West (812) 435-5226 Evansville, IN 47708 (312) 404-6855 Drawn By: Date:
GAW 04/06/2026
(812) 464-6054 (Office)
Filename:
4589 Civil Base
Sheet Number:
C100

Wood
overlook
Construct 16" Flat Bottom Swale. All Disturbed
Areas Shall Receive a Minimum of 4" of Topsoil
and be Graded Smooth and Uniform. Seed and
Mulch all Disturbed Areas. Install Erosion Control
Blanket in Swale and on Slopes to Establish
1" PVC 8"
Vegetation.
Exposed
Contractor to maintain
I IC C V V existing Butterfly Garden. 5' t o Li n e
4.
4
o
p
3 0 P r 7 5' A
8.
Splash Block for Hose Bib.
Fitness
A
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fly
Sign
403.27 to Proposed Support Building Prop Line 743 SF 541.78 to
FFE = 442.58 Prop Line
Sleeve Mounted Funbrella,
Playground See Sheet C500 for Detail
1
6 .0
0
0' 0
'
1.
1
1'
t o
Li
n e
7 .0 0 ' 8 0 1. 3 P r o p Picnic Table Provided
by Owner
Book bin
Splash Pad - By Others
n See Sheet C500 for Joint Perimeter Elev. = 442.45
g Si Spacing Detail
n
o
pr
Green Tree Plastics A
e
Park Bench et
cr
n
o
C 20'x8.5' Bldg w/ MecH20 70.00'
5'
System - By Others.
Alternate #2: Mill Existing Asphalt FFE = 442.21
Pavement to a Depth of 1.5". Place 4' Chain Link Fence w/
1.5" of New Asphalt Surface Course, 12" Concrete Ribbon,
Compacted to Required Density. Match See Sheet C500 for Detail MecH2O
Waste Valve Box. Existing Grades and Ensure Positive
Drainage. Restripe Parking Lot to
Match Existing Layout.
AD103
Elec. Box
Flush with asphalt
Contractor to Install Sod Within E
10' of New Paved Areas
E EE 8" Clay 8" Clay
Alternate #1: Provide native wildflower meadow
0
0'
seed mix in areas shown. Prepare soil by
6. removing existing vegetation and lightly scarifying
Centerline 6' Elec E'smt surface. Apply seed at a rate of 10 lbs per acre.
D.Vol. 615, Page 127 Lightly rake or roll seed into soil and apply straw
mulch. Maintain and water as required to
establish growth.
AD101
A
Provide 5' Wide Stone Path Consisting of 4"
A of Compacted Crushed Stone (INDOT No.
Limits of 53 or Approved Equal) Placed Over Non
Alternate #2 Woven Geotextile Fabric on Prepared
Subgrade. Compact Stone to a Firm, Stable
Surface Suitable for Pedestrian Use.
W
MECH. CHEM.105 106DRY CHANGING ROOM DRROYO MCHANGING104 WOMENS1 0R2R103
W D. W
E A
H L
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E
L
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SCALE 1" = 20' A R D C
M E
No. 10302418
P STATE OF R
R E
O E
20 0 20 40 F E
S SI
I
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04/13/2026
General Notes
1. Contractor shall comply with all local, state and federal codes, ordinances, rules,
regulations, orders and other legal requirements of municipal authorities and owner which
bear on the performance of the work.
MORLEY
2. The contractor is cautioned that the location and/or elevation, size, material and type of
existing utilities as shown on these plans is based on records of various utility companies,
the owners, and where possible measurements taken in the field. The information is not to
be relied on as being exact or complete. The contractor must contact the appropriate utility ARCHITECTS ENGINEERS SURVEYORS
1
company and owner at least 48 hours before any excavation to request exact field location
of utilities. Contractor shall locate and verify existing utilities and establish elevations and All ideas, designs, calculations, and arrangements clearances with proposed improvements prior to initiating construction. indicated or represented by this drawing are owned by
and are the property of Morley and Associates, Inc.
Indiana Underground Utility Locate Service and were created as instruments of service for use on
and in connection with the specified project. Morley
Phone: 811 and Associates retains all common law, statutory law
and other rights, including copyrights. No drawings or
3. Material specifications shall be in conformance with applicable portions of the Current electronic files shall be reused for any purpose other
INDOT Standard Specifications and Technical Advisories unless specifically stated than the project. They shall not be disclosed to or be
otherwise on these plans, contract documents or local code. used by any other person or firm without the written
prior consent of Morley and Associates, Inc.
4. Erect and maintain all necessary barricades, detour signs, warning signals and lights (in Written dimensions on these drawings shall have
precedence over scale dimensions. Contractors shall conformance with the Indiana Department of Transportation Work Zone Traffic Control verify and be responsible for all dimensions and Guidelines: Construction, Traffic, Maintenance, and Utility Operations - latest edition; conditions on the job and Morley and Associates, Inc.
Indiana Manual on Uniform Traffic Control Devices for Highway Construction and must be notified of any variations from the dimensions
Maintenance Operations; and Indiana Department of Transportation Standard and conditions shown by these drawings.
If differences exist between electronic files and
Specifications - latest edition) and Technical Advisory(s) required to direct traffic safely over
the signed and sealed hard copy drawings, the hard
or around the place where work is being performed, that in any way interferes with traffic. copy shall govern.
5. The civil drawings and information contained therein shall not constitute or be construed as
a retracement survey. 4800 Rosebud Ln., Newburgh, IN 47630
812.464.9585 Phone 812.464.2514Fax
6. The contractor shall be responsible for potholing to locate all existing underground utilities morleycorp.com
at all locations where construction activities are to be conducted. Contractor shall document
and mark all underground utilities locations, depths and routing.
7. It is the responsibility of the contractor to replace existing infrastructure including but not
limited to utilities, roadways, sidewalks, curbs, gutters and/or driveway entrance aprons
damaged during construction of their project with like-kind to the satisfaction of the
governing jurisdiction.
8. The contractor shall be responsible for notifying all occupants of interruption to their utilities
that will be caused by this project.
9. All areas of new facilities and altered portions of existing facilities shall comply with the
American with Disabilities Act (ADA) Accessibility Guidelines (latest edition).
10. Contractor should familiarize himself with all notes on all sheets. Notes shall apply to all
work regardless of where notes are located on these drawings. Additionally, Contractor
shall be familiar with all plans associated with the project as it relates to the preparation and
construction of all improvements, such as architectural, structural, MEP, and landscape
plans.
11. The Contractor shall verify all measurements and be responsible for any mistakes they may
make as a result. If the Contractor discovers any discrepancies in figures on the drawings,
he/she shall report same to the Engineer before proceeding with any work affected by the
discrepancy, and shall be held responsible for results should he/she fail to make such effort.
12. Any existing unconsolidated fill and/or utility trenches shall be tested for compaction prior to
paving and/or slab construction. Excavation of unconsolidated material and compaction of
new material in these areas may be required to prevent future settlement.
13. It is the responsibility of the developer or contractor to obtain all appropriate permits from all
governing agencies having jurisdiction over the area where the work is to be completed.
14. Dimensions shown are from face of curb or face of building unless noted otherwise.
15. Owner and/or Contractor to obtain permission from adjacent land owners if offsite areas are
to be disturbed as part of this project.
16. Deviations from these plans and notes without prior consent of the owner, his authorized
representative, or the engineer may cause the work to be unacceptable.
Igleheart Park Splash Pad
Alternates
6001 N First Avenue
ALTERNATE #1 - PROVIDE WILDFLOWER MEADOW WITH STONE PATH AROUND
PERIMETER. MEADOW TO CONSIST OF REGIONALLY APPROPRIATE NATIVE Evansville, IN 47710
SEED MIX. CONTRACTOR SHALL INCLUDE ALL LABOR, MATERIALS, AND
INSTALLATION REQUIRED FOR MEADOW ESTABLISHMENT.
ALTERNATE #2 - MILL EXISTING ASPHALT PAVEMENT, RESURFACE, AND
RESTRIPE EXISTING PARKING LOT. ALL PAVEMENT MARKINGS SHALL BE
REPLACED TO MATCH EXISTING LAYOUT UNLESS OTHERWISE NOTED.
Site Summary
Proposed Use = Park
Current Zoning Classification = R-1
Lot Area = 32.00 Acres
Existing Impervious Area = 22,000 SF
(Within Construction Limits)
Proposed Impervious Area = 8,905 SF
Net Impervious Area = 30,905 SF
Civil
Highland
Elementary
Existing Legend Proposed Legend
Site Plan
S Sanitary Sewer Manhole Center Line (C) Calculated Dimension
Easement Line Cd. Card Concrete Pavement
Sign
Flow Line D.R. Deed Record
Utility Pole Overhead Utilities Doc. Document
Building Footprint
Previous Morley Survey, Dr. Drawer
Utility Pole with Drop PS UE Jan. 6, 2000 Underground E East
Resource List:
Utility Pole with Light Electric (Fnd) Found Stone Path
Previous Morley Survey, Inst. Instrument
Utility Pole with Meter PS UG Jan. 6, 2000 Underground (M) Measured Dimension Evansville City Engineer: Evansville Water and Sewer Utility: Spectrum: Electric & Gas Company:
Gas N North Wildflower Meadow Brian Mundy Doug Ohning Justin Sturgeon CenterPoint Energy
Utility Pole Transformer Pg. Page Room 321 Civic Center Complex djonohning@ewsu.com Construction Engineer 1 NW Main St.
Previous Morley Survey, 6001 N 1st Avenue
R Range 1 NW Martin Luther King Jr. Blvd. Manager of Planning and Development justin.sturgeon@charter.com Evansville, IN 47704-569 M1E0N1S RRWH
W Water Meter PS UW Jan. 6, 2000 Underground (R) Record Dimension Sod Limits Evansville, IN 47708 PO Box 19 1900 N. Fares Ave. 1 GAW 04/13/2026
Water
A Area Drain Underground Communication Previous Morley Survey, (812) 436-4990 Evansville, IN 47740 Evansville, IN 47711 No. By Date
PS SSCO Jan. 6, 2000, Location 4' Fence (812) 421-2120 EXT. 2217 (812) 253-2767 Office Project Site
Underground Electric
C Communication Junction Box of Sanitary Sewer Clean Out Vanderburgh County Plan Commission: Revisions
1' Flat Bottom Swale
Previous Morley Survey, Ron London AT&T: Astound:
Curb Inlet
PS WV Jan. 6, 2000, Location rlondon@evansvilleapc.com Rick Lowery (rl9615@att.com) Kayla Rebholz Scale: 1" = 20'
Handicap Parking Space Park Bench e
E Electric Junction Box of Water Valve Room 312 Civic Center Complex Mike Cotton (mc5865@att.com) kayla.rebholz@astound.com v
A
E Electric Meter S South Anchor Industries 1 NW Martin Luther King Jr. Blvd Engineering Department 6600 Hank Avenue 1 st
Designed B
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y:
DW
Job
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.1.002-B
T Township 20' FUNbrella Evansville, IN 47708 134 NW Sixth Street Evansville, IN 47715 N
Light Pole W West (812) 435-5226 Evansville, IN 47708 (312) 404-6855 Drawn By: Date:
GAW 04/06/2026
(812) 464-6054 (Office)
Light Pole
Central High School Filename:
4589 Civil Base
Sheet Number:
Vicinity Map C101
Scale: 1" = 1000'

4
4 5
4
4
4
4
4 3
4 4 2
EE 8" Clay
8" Clay
I.E. = 428.58
Trench Drain
12" Plastic
A
Benchmark #1
Elevtion = 433.59'
W
Benchmark #2
Elevtion = 452.61'
644
W D. W
E A
H L
T
T
E
GISTER
E
L
A
SCALE 1" = 20' A R D C
1 M E
No. 10302418
P STATE OF R
R E
454
453 Construct 16" Flat Bottom4 5S5wale. All Disturbed
20 0 20 40
O
F E
S SI
I
O
N
N
D
A
IA
L
NA
E N
GI N
E
450 452 Areas Shall Receive a Minimum of 4" of Topsoil
451 and be Graded Smooth and Uniform. Seed and
Mulch all Disturbed Areas. Install Erosion Control
1" PVC 8"
450 450 Blanket in Swale and on Slopes to Establish
Exposed Vegetation. 04/13/2026
445 e AD "C"
I IC C V V 442.26 Sl o p 449 Rim = 452.28 General Notes
442.32 1 I.E. = 446.80
3 : 448 1. Contractor shall comply with all local, state and federal codes, ordinances, rules,
EC: 442.40
A regulations, orders and other legal requirements of municipal authorities and owner which
447
bear on the performance of the work.
EC: 442.36 MORLEY
EC: 442.40 441.77
446 2. The contractor is cautioned that the location and/or elevation, size, material and type of
existing utilities as shown on these plans is based on records of various utility companies,
4
4 4 2 EC: 442.47 4 4 5 " C P P b th e e r e o l w ie n d e o rs n , a a s n d b e w in h g e r e e x p a o c s t s o ib r l c e o m m e p a le s t u e r . e T m h e e n c ts o n ta tr k a e c n to i r n m th u e s t f i c e o ld n . t a T c h t e t h in e f o a r p m p a ro ti p o r n ia is te n u o t t i li t t o y ARCHITECTS ENGINEERS SURVEYORS
EC: 442.32 442.04
439
441
442.56 EC: 442.49 EC: 442.20 EC: 442.21
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Proposed Support Building clearances with proposed improvements prior to initiating construction. All ideas, designs, calculations, and arrangements
EC: 442.37 743 SF % 4 indicated or represented by this drawing are owned by
FFE = 442.58 442.56 1 .9 5 % E 4 C 4 : 2 4 .4 4 0 2.25 1. 5 0 EC: E 4 C 4 : 2 4 . 4 3 2 3 .39 4 3 Indiana Underground Utility Locate Service a a a n n n d d d a w in r e e c r o e th n c e n r e e p c a ro t t i e o p d n e r a w ty s i t o i h n f s t M h tr e u o m r s le p e y e n c a t i s f n i e o d d f A s p s e r s r o v o je i c c c i e a t . t f e o M s r , o u In r s l e e c. y on
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Finished Grade. Do Not Obstruct Discharge. ME: 441.68 Perimeter Elev. = 442.45 EC: 442.35 8 a retracement survey. 4800 Rosebud Ln., Newburgh, IN 47630
EC: 442.31
812.464.9585 Phone 812.464.2514Fax
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8 EC: 442.37 1.50% 442.03 Existing 4" CPP. Field Verify Location and Stone Path at Existing
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434 442.34 441.65 Elevation. Cut Pipe to Daylight at Swale Side Grade. American with Disabilities Act (ADA) Accessibility Guidelines (latest edition).
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Rim = 431.92 4 4 4 4 1 Centerline 6' Elec E'smt Rim = 429.76 3 6 4 D.Vol. 615, Page 127 15. Owner and/or Contractor to obtain permission from adjacent land owners if offsite areas are
to be disturbed as part of this project.
4 440.54
3 AD101
4 5 4 16. Deviations from these plans and notes without prior consent of the owner, his authorized
I.E. = 430.86 4 3 4 3 7 representative, or the engineer may cause the work to be unacceptable.
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4 2 7 4 2 8 2 9 0 b 4 e " C in P s P id a e p a p e 6 a " r C s l t a o y Igleheart Park Splash Pad
4 4 3 3 1 P100
4 3 2 6101 N First Avenue 4 3 10" Clay Grading Notes
3
4 3 4 12" Clay A Evansville, IN 47710
4
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8 I.E. (East) = 439.74
3 2. All surfaces shall be graded to drain. All grading to slope away from buildings.
4
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4 3. Maximum cross slopes shall be 2.0% of pedestrian travel paths and landings
4 4
0 451
(sidewalks). Maximum running slope shall be 5.0% longitudinal to travel direction, unless
4 1 adequate ADA measures provided.
4
2
4 4 4. Changes in level 1/4 in. or less may be vertical without edge treatment. Changes in level
4 3 between 1/4 in. and 1/2 in. shall be beveled with a slope no greater than 1:2. Changes in
4
4 level greater than 1/2 in. shall incorporate a "ramp". Maximum slope on ramp shall be
4
4 452 1:12.
445
5. Landings shall be incorporated in ramps so that the maximum vertical rise between
446 landings is no greater than 30 inches. Landings shall be a minimum of 60 inches in
453 length and as wide as the ramp (36 inches min.)
447 6. Landings at a change in direction shall be 60 inches wide and 60 inches long (minimum).
7. Maximum slope in an ADA parking space and its aisle shall be 2.0%. 454
448
8. Areas exposed by excavation or stripping and on which subgrade preparations are to be
455 performed shall be scarified to minimum depth of 8" and compacted to minimum of 95%
449 456 of optimum density, in accordance with ASTM D 698 (or 92% of optimum density, in
accordance with ASTM D 1557), at a moisture content of not less than 1% below and not
457
more than 3% above the optimum moisture content. These areas shall then be
450
458
proofrolled to detect any areas of insufficient compaction, soft and yielding material.
4 5 9 Proofrolling shall be accomplished by making a minimum of two (2) complete passes Civil
with a fully-loaded tandem-axle dump truck, or approved equivalent, in each longitudinal
Existing Legend Proposed Legend
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Grading & Drainage Plan
9. Fill materials used in preparation of subgrade shall be placed in lifts or layers not to
S Sanitary Sewer Manhole Center Line (C) Calculated Dimension exceed 8" loose measure and compacted to a minimum density of 95% of optimum
Easement Line Cd. Card Concrete Pavement 452 density, in accordance with ASTM D 698, (or 92% of the optimum density, in accordance
Sign
Flow Line D.R. Deed Record with ASTM D 1557) at a moisture content of not less than 1% below and not more than
Utility Pole Overhead Utilities Doc. Document 3% above the optimum moisture content. Contractor to reference any prepared
Building Footprint
Previous Morley Survey, Dr. Drawer geotechnical reports pertaining to the project site which may call for additional soil
Utility Pole with Drop PS UE Jan. 6, 2000 Underground E East preparation.
Utility Pole with Light Electric (Fnd) Found Stone Path 453 10. All pipe lengths are measured from center of structure to center of structure. Design pipe
Previous Morley Survey, Inst. Instrument slopes are calculated from center of structure to center of structure. Construction pipe
Utility Pole with Meter PS UG Jan. 6, 2000 Underground (M) Measured Dimension slopes may vary slightly if the structure cross slope does not match the design pipe
Gas N North Wildflower Meadow slope.
Utility Pole Transformer Pg. Page
Previous Morley Survey,
R Range 11. At the close of each working day and at the conclusion of construction operations, all
W Water Meter PS UW Jan. 6, 2000 Underground (R) Record Dimension Sod Limits drainage structures and flowlines shall be free from dirt and debris. 1 GAW 04/13/2026
Water
A Area Drain Underground Communication Previous Morley Survey, 12. Part of the within shown tract of land lies within 0.2% Annual Flood Hazard Area as said No. By Date
Underground Electric PS SSCO Jan. 6, 2000, Location 4' Fence tracts plots on Community Panel Number 1802570185 E, being Map Number
C Communication Junction Box of Sanitary Sewer Clean Out 18163C0185 E, of the Flood Insurance Rate Maps (FIRM) for the City of Evansville, Revisions
1' Flat Bottom Swale
Previous Morley Survey, Vanderburgh County, Indiana, dated 01/29/2021.
Curb Inlet
PS WV Jan. 6, 2000, Location Scale: 1" = 20'
Handicap Parking Space Park Bench
E Electric Junction Box of Water Valve
Designed By: Job Number:
E Electric Meter S South MDW 04589.1.002-B
T Township
Light Pole W West Drawn By: Date:
GAW 04/06/2026
Filename:
4589 Civil Base
Sheet Number:
C102