87301 GOUDY PARK IMPROVEMENTS PLAN SET 4-10-25.pdf

PDF 4 MB Posted Apr 10, 2025

Attached to: City of Wayne Goudy Park Renovations
Solicitation number: 20250410BE-2
Issued by: Wayne County, Michigan

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Written by GovTribe AI · Apr 12, 2025

This is a comprehensive engineering plan set for the Goudy Park Renovations project by the City of Wayne, Wayne County, Michigan, prepared by Hennessey Engineers. The project involves a substantial park improvement initiative centered on constructing an elevated amphitheater with a pre-engineered shelter, featuring a 48-inch raised concrete platform with a 6-foot ramp, decorative retaining walls, walkways, LED bollard lights, decorative fencing, and extensive landscaping. The site is located at 3498 2nd Street in Wayne, Michigan, and includes planned work such as earth excavation, storm sewer installation, drainage structure modifications, and comprehensive site reconfiguration. The plan set, dated 4-9-2025, includes detailed architectural, civil, and landscape drawings covering site planning, grading, utility layouts, pavilion structural details, and planting specifications.

The project drawings indicate significant investment in public infrastructure, with precise engineering details for structural elements, drainage systems, and landscape design. The plan includes multiple technical specifications such as storm sewer details, paving standards, and landscape planting instructions, suggesting a holistic approach to park renovation. The design incorporates decorative elements like round and rectangular planters, LED lighting, and a carefully planned amphitheater structure that appears designed to create a multifunctional community space. While specific budget figures are not explicitly stated in the documents, the comprehensive nature of the plan set suggests a substantial municipal investment in community infrastructure and public space enhancement.

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File	Type	Posted
INVITATION TO BID.pdf	PDF	Apr 10, 2025
Goudy Park Improvements Specifications.pdf	PDF	Apr 10, 2025

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CITY OF WAYNE

WAYNE COUNTY

SHEET

REVISIONS

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SCALE:

DATE:

4-9-2025

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N.T.S.

87301

LOCATION MAP

NO SCALE

LOCATION

CITY OF WAYNE

GOUDY PARK

3498 2ND STREET

CITY OF WAYNE

WAYNE COUNTY, MICHIGAN 48184

CE1 COVER

CE2 NOTES

CE3 TOPOGRAPHIC SURVEY

CE4 REMOVAL PLAN

CE5 SITE PLAN

CE6 GRADING AND UTILITY PLAN

CE7 SECTIONS AND DETAILS

CE8 PAVILION DETAILS

LS1 LANDSCAPE PLAN

LS2 LANDSCAPE DETAILS

CITY OF WAYNE STANDARD DETAILS

PAV-1 PAVING STANDARD DETAILS

STM-1 STORM SEWER DETAILS

SHEET INDEX

CITY OF WAYNE

GOUDY PARK RENOVATIONS

DESIGN ENGINEER

HENNESSEY ENGINEERS, INC.

13500 REECK ROAD

SOUTHGATE, MICHIGAN 48195

(734) 759-1600

CONTACT: MICHAEL BROCK

MDBROCK@HENGINEERS.COM

SITE MAYOR

JOHN P. RHAESA

CITY MANAGER

DIANE WEBB

CITY COUNCIL-

ALFRED BROCK - MAYOR PRO-TEM

KEVIN J. DOWD

DONALD QUARLES SR.

DEBORAH R. WASS

ROB DARWICHE

KATHY LAWRENCE

ASH STREET

MICHIGAN AVE.

SIMS STREET

D STREET

AYN

E RO

HENNESSEY ENGINEERS NOTES:

KNOW WHAT'S BELOW

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ENGINEER

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JOHN J.

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HENNESSEY

AutoCAD SHX Text 6201045990

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WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

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HENNESSEY ENGINEERS, INC., SHALL NOT BE RESPONSIBLE FOR MEANS,

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METHODS, PROCEDURES, TECHNIQUES, OR SEQUENCES OF CONSTRUCTION,

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NOR FOR SAFETY ON THE JOB SITE, NOR SHALL HENNESSEY ENGINEERS, INC.,

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BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE

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THE CONTRACTOR SHALL IDENTIFY AND SAVE HARMLESS THE OWNER AND

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ENGINEER FROM ALL LIABILITIES FOR INJURY TO PERSON, OR DAMAGE TO

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OR LOSS OF PROPERTY, OR ANY OTHER LOSS, COST OF EXPENSE, AS A

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RESULT OF THE ACTIONS OF THE CONTRACTOR, HIS EMPLOYEES, AGENTS,

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THE LOCATION AND ELEVATION OF EXISTING UNDERGROUND UTILITIES AS

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SHOWN ON THESE DRAWINGS ARE ONLY APPROXIMATE. NO GUARANTEE IS

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EITHER EXPRESSED OR IMPLIED AS TO THE COMPLETENESS OR ACCURACY

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THEREOF, THE CONTRACTOR SHALL BE EXCLUSIVELY RESPONSIBLE FOR

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DETERMINING THE EXACT LOCATION AND ELEVATION OF THE EXISTING UTILITIES

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AND PROPOSED UTILITY CROSSINGS IN THE FIELD PRIOR TO CONSTRUCTION.

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THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY CONFLICTS ARE

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APPARENT OR IF THE LOCATION OR DEPTH DIFFERS SIGNIFICANTLY FROM

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THE PLAN.

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OR SUBCONTRACTORS..

AutoCAD SHX Text ALL FILL IN EXCESS OF TWO FEET (2') SHALL BE ENGINEERED FILL AND SHALL BE COMPACTED TO 95% MAXIMUM DENSITY UNLESS OTHERWISE DIRECTED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DENSITY TESTING.

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OVERHEAD AND/OR BURIED UTILITIES.

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CALL MISS DIG.

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GROUND UTILITIES (IN CONFLICT WITH THE

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SHALL BE VERIFIED IN THE FIELD.

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ACCURACY THEREOF.

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FIRM BY THE VARIOUS UTILITY COMPANY'S

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RECORDS. NO GUARANTEE IS GIVEN OR

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IMPLIED AS TO THE COMPLETENESS OR

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APPROXIMATE LOCATIONS AND TYPES OF

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FACILITIES ONLY, AS DISCLOSED TO THIS

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DURING CONSTRUCTION, CONTRACTOR SHALL

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USE EXTREME CAUTION WHEN OPERATING NEAR

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CONSTRUCTION OF PROPOSED IMPROVEMENTS)

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DEPTHS OF EXISTING OVERHEAD AND UNDER-

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PRIOR TO CONSTRUCTION, ALL LOCATIONS AND

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UTILITY INFORMATION, AS SHOWN, INDICATES

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GROUND FACILITIES.

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BEFORE YOU DIG

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3 WORKING DAYS

AutoCAD SHX Text 1-800-482-7171

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CALL MISS DIG

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(TOLL FREE) FOR THE

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LOCATION OF UNDER

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72 HOURS

ASPHALT CROSS SECTION

· ALL STORM STRUCTURES TO RECEIVE 2' SUMPS UNLESS OTHERWISE NOTED.

· ALL STORM STRUCTURES TO RECEIVE EJIW 1000 FRAME AND TYPE "M"

COVER UNLESS IN CURB OR UNLESS OTHERWISE SPECIFIED. CATCHBASINS IN

CURB TO RECEIVE EJIW 5080 FRAME AND TYPE M1 SLOTTED GRATE.

· ALL STORM STRUCTURES WITHIN PAVEMENT TO RECEIVE 10'x10' CONCRETE

PAD PER DETAIL ON THIS SHEET.

· INSTALL UNDERDRAIN IN EACH STORM STRUCTURE WITHIN THE PAVEMENT

CONCRETE WALK CROSS SECTION

TRENCH DRAIN DETAIL

SHEET

REVISIONS

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SCALE:

DATE:

4-9-2025

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Structure Number

Rim Elevation

Pipe Direction

Size (inches)

Measured (feet) Invert Elevation Notes

STORM SEWER

CB 1640 640.50 W 12 4.40 636.10 SAN CLEANOUT INSIDE MH

BH 1641 640.28 - - - - FULL OF DIRT, NO PIPES VISIBLE

BH 1609 640.50 SW 12 5.20 635.30

N 12 4.60 635.90 TO 1639

BH 1639 640.62 SE 12 6.30 634.32 TO 1609

N 12 6.20 634.42 TO 1470

BH 1470 640.69 S 12 7.00 633.69 TO 1639

N 12 6.80 633.89

CB 1687 640.53 - - - - FULL OF DIRT, NO PIPES VISIBLE

BH 1719 640.08 NW 12 5.20 634.88

S 4 4.80 635.28 POSSIBLE EDGE DRAIN

BH 1718 640.31 N 4 3.50 636.81 POSSIBLE EDGE DRAIN

S 4 3.40 636.91 PIPES VISIBLE IN STRUCTURE

CBR 1104 641.73 E 10 2.60 639.13 TO 1102

CBR 1102 641.53 W 12 2.50 639.03 TO 1104

CBR 1093 641.62 W 10 3.80 637.82 NO OTHER PIPES VISIBLE

CBR 1728 639.03 - - 3.40 BOTTOM DEPTH NO PIPES VISIBLE

STMH 1721 642.73 SW 12 4.70 638.03

S 12 7.20 635.53 N 18 14.70 628.03

CB 1724 641.36 W 12 4.60 636.76 to 1723

CB 1723 641.42 E 12 4.90 636.52 to 1724 NW 12 5.10 636.32 to 1722

STMH 1722 642.06 SE 12 5.50 636.56 to 1723 N 12 5.60 636.46 to 1998

STMH 1998 644.24 N 12 9.00 635.24 to 1726 S 12 9.00 635.24 to 1722 W 12 8.70 635.54

STMH 1726 642.56 S 12 11.80 630.76 1998

NE 12 11.90 630.66

SANITARY

SEWER

SANMH 1063 641.98 - - - - BOLTED CLOSED

SANMH 1720 642.12 E 24 18.40 623.72 FLOWS FROM WEST TO EAST

W 24 18.40 623.72

SANMH 1725 641.74 E 24 13.60 628.14

W 24 13.60 628.14

WATER MAIN

GVW 1727 644.88 N/S - 5.80 639.08 TOP OF PIPE

MH TELE 1032 641.57 - - 6.80 BOTTOM DEPTH

UTILITY INVERT CHART

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2" LEVELING COURSE (1100)

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2" WEARING COURSE (1100)

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COMPACTED TO 95% MODIFIED

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PRIOR TO PLACING PAVEMENT

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TO 95% NATURAL DENSITY

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EXISTING SURFACE COMPACTED

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PROCTOR

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12" MDOT 21AA AGGREGATE BASE

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HEAVY DUTY

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EXISTING SUB BASE COMPACTED TO 95% NATURAL DENSITY PRIOR TO PLACING PAVEMENT

AutoCAD SHX Text 4" 21AA AGGREGATE BASE COURSE (OR APPROVED EQUAL) COMPACTED TO 95% MODIFIED PROCTOR

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4" NON-REINFORCED CONCRETE PAVEMENT

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TO BE USED FOR CONCRETE SIDEWALKS

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6" PERF. HDPE EDGE DRAIN W/SOCK & CAP END

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MDOT CLASS I GRANULAR MATERIAL

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GEOTEXTILE FILTER

GRASS

BM #2

BM #1

SHEET

REVISIONS

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SCALE:

DATE:

4-9-2025

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1" = 20'

87301

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REMOVE BOLLARD (TYP.)

REMOVE ASPHALT

REMOVE CONCRETE SIDEWALK

REMOVE CONCRETE

SHEET

REVISIONS

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SCALE:

DATE:

4-9-2025

H E N G

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C O M

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CE4

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M O

RDP

1" = 20'

87301

REMOVAL LEGEND

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REMOVE SURFACE

REMOVE

PICNIC TABLE AREA

C O

N C

E S

N B

AMPHITHEATER

PAVILION48" RAISEDPLATFORM

6' R A M P

P M

A R

STEPPED RETAINING

WALL ALONG RAMP,

WALL TO MAINTAIN

48" HEIGHT ALONG

RAMP SLOPE,

STEPPED AS NEEDED

SHEET

REVISIONS

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SCALE:

DATE:

4-9-2025

H E N G

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1" = 20'

87301

RAISED CONCRETE

PLATFORM

NEW PAVILION STRUCTURE

LANDSCAPE INFILL

STAGE ACCESS

WALKWAY RAMP (CONC.)

W/ HANDRAILS EACH SIDE

48" DECORATIVE

RETAINING WALL

EXISTING

PARKING LOT

DECORATIVE FENCE

LED BOLLARD

LIGHTS

PAVEMENT QUANTITIES

DESCRIPTION HATCH UNIT QTY

STAMPED CONCRETE SFT 3,960

PLAIN CONCRETE SFT 9,727

COLOR CONCRETE SFT 2,470

WASHED AGGREATE CONCRETE SFT 1,450

ASPHALT SYD 20

48" DECORATIVE RETAINING WALL

DECORATIVE ROUND

PLANTERS (8) TYP.

DECORATIVE RECTANGULAR

PLANTERS (4) TYP.

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EXIST. CB. TO

REMAIN

PROP. 166

LF.OF 6" DIA.

UNDERDRAIN

ALONG

RETAINING

WALL

PROP. CB. #1

48" Ø W/TYPE

1000 FRAME &

TYPE "N" OVAL

GRATE

RIM 641.80

INV. N. 637.42

H.P.

x 6 46.

20x 6 46.

30x T /C 64

2.3 x 6 46.

PROP. 117

LF.OF 12" DIA.

HDPE @ 0.32%

PROP. 61

LF.OF 12" DIA.

HDPE @ 0.32%

PROP. CB. #2

48"Ø W/TYPE 1000

FRAME & TYPE "N"

OVAL GRATE

RIM 641.80

INV. N. 637.05

INV. SE. 637.05

x 6 42.

H.P.

RIDGE LINE

H.P.

RIDGE LINE

H .P

x 6 42.

.53 x

.50 x x 6 42.

x 6 46.

.50 x x 6 46.

.50 x

.20 x

PROP. 61

LF.OF 12" DIA.

HDPE @ 0.32%

PROP. 34 LF.OF

12" DIA.

HDPE

TO CONNECT

TO EX. CB 1102

PROP. CB. #3

48" Ø W/TYPE

1000 FRAME &

TYPE "B"

VENTED GRATE

RIM 641.50

INV. W. 636.86

INV. E. 636.86

INV. S. 636.86

PROP. CB. #5

48"Ø W/TYPE 1000

FRAME & TYPE "B"

VENTED GRATE

RIM 641.50

INV. S. 637.23

INV. E. 637.23

H.P. UNDERDRAIN

PROP. 141

LF.OF 6" DIA.

UNDERDRAIN

NOTE:

CONTRACTOR SHALL INSTALL 688

LFT OF 1 12 PVC SCHEDULE 80 FOR

LIGHTED BOLLARDS ( )

TAP EX. CB

RECONSTRUCT

AS DIRECTED

BY ENGINEER

INV SE. 639.03

TAP EX. CB

RECONSTRUCT

AS DIRECTED

BY ENGINEER

INV SE. 637.13

PROP. 101

LF.OF 12" DIA.

HDPE @ 0.32%

PROP. 26

LF.OF 12" DIA.

HDPE @ 0.32%

TAP EX. STMH

RECONSTRUCT AS

DIRECTED BY

ENGINEER

INV W. 636.54

EX. INV SW. 638.01

EX. INV S. 635.53

EX. INV 628.03

SHEET

REVISIONS

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SCALE:

DATE:

4-9-2025

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1" = 20'

87301

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PARKGOUDY

AMPHITHEATER PAVILION FRONT ELEVATION

Compac II Unit

Compac II Elevation

Compac II Plan

18''

Geogrid is to be Placed on Level Backfill and Extended Over the Fiberglass Pins. Place Next Unit.

Pull Grid Taught and Backfill.

Stake as required.

Grid & Pin Connection

St re ng th

D ire ct io n

Dimensions May Vary by Region

Reinforced Soil

Retained Soil

Foundation Soil

D es ig n

H ei gh t

8" Min. Low Permeable Soil

24"

Grid Depth

Keystone Cap Unit

Keystone Compac II Unit

Unit Drainage Fill (3/4" Crushed Rock or Stone)

Finished Grade

Unreinforced Concrete or Crushed Stone Leveling Pad

Approximate Limits of Excavation

4" Perforated PVC Drainage Tile

Note:

When site conditions require, wrap drainage tile in 3/4" aggregate and filter fabric with drainage composite or aggregate back drain system, as directed by geotechnical engineer.

1/8" - 1/4"

SHEET

REVISIONS

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SCALE:

DATE:

4-9-2025

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1" = 10'

87301

PAVILION FOOTING LAYOUT

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

PAVILION COLUMN SECTION

SCALE: 3/4" =1'-0"

SHEET

REVISIONS

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SCALE:

DATE:

4-9-2025

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AS NOTED

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ENLARGED FOOTING DETAIL

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

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12" BLOCK RETAINING WALL

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24"X42"" BLOCK WALL FOOTING

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STAGE

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FIN. GRADE

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BLOCK COLUMN WRAP

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6" CONCRETE STAGE SLAB

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COMPACTED STONE BACKFILL UNDER STAGE SLAB

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12" BLOCK RETAINING WALL

24"X42"" BLOCK WALL FOOTING

Farmington Hills, MI 48336 24333 Orchard Lake Rd, Suite G registered Landscape Architect Community Land Planner and and ASSOCIATES

ph. (248) 557-5588 fax. (248) 557-5416

FELINO A. PASCUAL

Do Not scale drawings. Use figured dimensions only

This document and the subject matter contained therein is proprietary and is not to be used or reproduced without the written permission of Felino Pascual and Associates sheet no:

project no:

notice:

date:

checked by:

drawn by:

job no./issue/revision date:

sheet title:

project location:

project:

client:

seal:

LS24.072.10 REVIEW 10-22-2024

The location and elevations of existing underground utilities as shown on this drawing are only approximate. no guarantee is either expressed or implied as to the completeness of accuracy. contractor shall be exclusively responsible for determining the exact location and elevation prior to the start of construction

OF MICH IGA

ARC

I T

E T

R E

E T

L ANDS

EAC P

LS25.034.02

2-14-2025 of 2

3355 S. Wayne Rd.

Wayne, Michigan 48184

City of Wayne , Michigan

Goudy Park Ampitheater

City of Wayne

S. Wayne Road, 2nd Street & Sims Street

LS25.034.2 REVIEW 2-14-2025

30' scale:

15'0' 60' 90'

City of Wayne, Michigan Goudy Park Amphitheater landscape plan for:

unless noted otherwise, numerical value on landscape quantities specified on plan take precedence over graphic representation.

note:

LANDSCAPE PLAN

LS-1

general landscape notes:

Farmington Hills, MI 48336 24333 Orchard Lake Rd, Suite G registered Landscape Architect Community Land Planner and and ASSOCIATES

ph. (248) 557-5588 fax. (248) 557-5416

FELINO A. PASCUAL

Do Not scale drawings. Use figured dimensions only

This document and the subject matter contained therein is proprietary and is not to be used or reproduced without the written permission of Felino Pascual and Associates sheet no:

project no:

notice:

date:

checked by:

drawn by:

job no./issue/revision date:

sheet title:

project location:

project:

client:

seal:

LS24.072.10 REVIEW 10-22-2024

OF MICH IGA

ARC

I T

E T

R E

E T

L ANDS

EAC P

LS25.034.02

2-14-2025 of 2

3355 S. Wayne Rd.

Wayne, Michigan 48184

City of Wayne , Michigan

Goudy Park Ampitheater

City of Wayne

S. Wayne Road, 2nd Street & Sims Street

LS25.034.2 REVIEW 2-14-2025

plant material list and planting details

LS-2

Planting landscape notes:

SCARIFY PLANTING PIT SIDES.

RECOMPACT BASE OF TO 4"

DEPTH.

NOTE:

1.EVERGREEN TREE SHALL BEAR

SAME RELATION TO FINISH GRADE

AS IT BORE ORIGINALLY OR SLIGHTLY

HIGHER THAN FINISH GRADE UP TO 6"

ABOVE GRADE, IF DIRECTED BY

LANDSCAPE ARCHITECT FOR HEAVY

CLAY SOIL AREAS.

2. DO NOT PRUNE TERMINAL LEADER.

PRUNE ONLY DEAD OR BROKEN

BRANCHES.

3. REMOVE ALL TAGS, STRING,

PLASTICS ETC.

REMOVE ALL NON-BIODEGRADABLE

MATERIALS COMPLETELY FROM

THE ROOTBALL. CUT AND REMOVE

WIRE BASKET AND BURLAP FROM

TOP HALF OF THE ROOTBALL.

MOUND EARTH TO FORM

SAUCER

MULCH 3" DEPTH WITH

SHREDDED HARDWOOD BARK.

NATURAL IN COLOR. LEAVE 3"

CIRCLE OF BARE SOIL AT BASE

OF TREE TRUNK TO EXPOSE

ROOT FLARE.

2" X 2" HARDWOOD STAKES,

MIN. 36" ABOVE GROUND FOR

UPRIGHT, 18" IF ANGLED.

DRIVE STAKES A MIN. 18"

INTO UNDISTURBED GROUND

OUTSIDE ROOTBALL.

REMOVE AFTER ONE YEAR.

STAKE TREES AT FIRST BRANCH

USING 2"-3" WIDE BELT- LIKE

NYLON OR PLASTIC STRAPS.

ALLOW FOR SOME MINIMAL

FLEXING OF THE TREE. REMOVE

AFTER ONE YEAR.

PLANTING MIXTURE:

AMEND SOILS PER SITE

CONDITIONS AND REQUIREMENTS

OF THE PLANT MATERIAL.

PLANT TREE SO ROOT FLARE IS AT

OR ABOVE SURROUNDING GRADE.

REMOVE ROOT BALL DIRT TO

EXPOSE FLARE IF NECESSARY AND

CUT ANY GIRDLING ROOTS.

4. GUY EVERGREEN TREES ABOVE 12'

HEIGHT. STAKE EVERGEEN TREE

BELOW 12' HEIGHT.

evergreen planting detail no scale

4. GUY TREES ABOVE 3" CAL.. STAKE

DECIDUOUS TREES BELOW 3" CAL.

SCARIFY PLANTING PIT

SIDES. RECOMPACT

BASE OF TO 4" DEPTH.

NOTE:

1. TREES SHALL BEAR SAME

RELATION TO FINISH GRADE AS IT

BORE ORIGINALLY OR SLIGHTLY

HIGHER THAN FINISH GRADE UP TO

6" ABOVE GRADE, IF DIRECTED BY

LANDSCAPE ARCHITECT FOR

HEAVY CLAY SOIL AREAS.

2. DO NOT PRUNE TERMINAL

LEADER. PRUNE ONLY DEAD OR

BROKEN BRANCHES.

3. REMOVE ALL TAGS, STRING,

PLASTICS ETC.

REMOVE ALL NON-BIODEGRADABLE

MATERIALS COMPLETELY FROM THE

ROOTBALL. CUT AND REMOVE WIRE

BASKET AND BURLAP FROM TOP HALF

OF THE ROOTBALL.

MOUND EARTH TO FORM

SAUCER

MULCH 3" DEPTH WITH

SHREDDED HARDWOOD BARK.

NATURAL IN COLOR. LEAVE 3"

CIRCLE OF BARE SOIL AT BASE OF

TREE TRUNK TO EXPOSE ROOT

FLARE.

2" X 2" HARDWOOD STAKES, MIN.

36" ABOVE GROUND FOR

UPRIGHT, 18" IF ANGLED. DRIVE

STAKES A MIN. 18" INTO

UNDISTURBED GROUND OUTSIDE

ROOTBALL. REMOVE AFTER ONE

YEAR.

STAKE TREES AT FIRST BRANCH

USING 2"-3" WIDE BELT-LIKE

NYLON OR PLASTIC STRAPS.

ALLOW FOR SOME MINIMAL

FLEXING OF THE TREE. REMOVE

AFTER ONE YEAR.

PLANTING MIXTURE:

AMEND SOILS PER SITE

CONDITIONS AND

REQUIREMENTS OF THE

PLANT MATERIAL.

PLANT TREE SO ROOT FLARE

IS AT OR ABOVE

SURROUNDING GRADE.

REMOVE ROOT BALL DIRT

TO EXPOSE FLARE IF

NECESSARY AND CUT ANY

GIRDLING ROOTS.

tree planting detail no scale

MOUND EARTH TO

FORM SAUCER

PLANTING MIXTURE:

AMEND SOILS PER SITE

CONDITIONS AND

REQUIREMENTS OF THE PLANT

MATERIAL.

MULCH 2" DEPTH WITH SHREDDED

HARDWOOD BARK. NATURAL IN

COLOR. LEAVE 3" CIRCLE OF BARE

SOIL AT BASE OF TREE TRUNK TO

EXPOSE ROOT FLARE.

NOTE:

1. SHRUB SHALL BEAR SAME RELATION TO FINISH

GRADE AS IT BORE ORIGINALLY OR SLIGHTLY

HIGHER THAN FINISH GRADE UP TO 4" ABOVE

GRADE, IF DIRECTED BY LANDSCAPE ARCHITECT

FOR HEAVY CLAY SOIL AREAS.

2. PRUNE ONLY DEAD OR BROKEN BRANCHES.

3. REMOVE ALL TAGS, STRING,

PLASTICS AND OTHER MATERIALS

shrub planting detail no scale

SHRUBS PLANTED IN BEDS

SHALL HAVE ENTIRE BED MASS

EXCAVATED AND BACKFILLED

WITH APPROVED PLANT MIX.

PLANTS SHALL NOT BE

INSTALLED IN INDIVIDUAL HOLES.

SCARIFY PLANTING PITSIDES.

RECOMPACT BASE OF TO 4" DEPTH.

REMOVE COLLAR OF ALL FIBER

POTS. POTS SHALL BE CUT TO

PROVIDE FOR ROOT GROWTH.

REMOVE ALL NONORGANIC

CONTAINERS COMPLETELY.

REMOVE ALL NON-BIODEGRADABLE

MATERIALS COMPLETELY FROM THE

ROOTBALL. CUT AND REMOVE WIRE

BASKET AND BURLAP FROM TOP

HALF OF THE ROOTBALL. perennial planting detail no scale

PLANTING MIXTURE

12" DEPTH

SUBGRADE

MIN. 1 1/2 " - 2" DEPTH DOUBLE

SHREDDED HARDWOOD BARK.

MULCH SHALL BE NEUTRAL IN

COLOR

keykey quant.

commentssize common namebotanical name plant material list comments

CONCRETE END HEADERTRANSVERSE CONSTRUCTION JOINT

LONGITUDINAL BULKHEAD CONSTRUCTION JOINT "B"

TRANSVERSE WEAKENED PLANE JOINT "WT"

LONGITUDINAL LANE TIE JOINT "D"

INTEGRAL CURB

PAVEMENT JOINT LAYOUT

PAVEMENT CROSS SECTION & JOINT DETAIL

THICKENED EDGE "WT" JOINT DETAIL

THICKENED EDGE EXPANSION JOINT DETAIL 2

THICKENED EDGE EXPANSION JOINT DETAIL 1

DRIVE APPROACH JOINT LAY-OUT DETAIL

SIDEWALK RAMP DETAILS, TYPE R1 & R2

S, IN

SHEET

REVISIONS

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SCALE:

DATE:

E, M I 4

G T

H E

W W

W .H

O M

PAV-1

N E

O F

N E

N G

JMM

N/A

PAV-1

PUBLIC PAVING NOTES

CITY OF WAYNE STANDARD

4-17-12 Standard Notes

Updated

SEWER TRENCH DETAIL

MANHOLE TYPE "D" CATCH BASIN TYPE "D"

CATCH BASIN DETAIL

PRE-CAST CATCH BASIN DETAIL

INLET DETAIL

MANHOLE DETAIL

MANHOLE DETAIL MANHOLE w/SUMP DETAIL

MANHOLE w/SUMP DETAIL

CATCH BASIN OR INLET UNDERDRAIN DETAIL

S, IN

SHEET

REVISIONS

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SCALE:

DATE:

E, M I 4

G T

H E

W W

W .H

O M

STM-1

N E

O F

N E

JMM

N/A

STM-1

STORM SEWER NOTES

87301 GOUDY PROPOSED CIVIL PLAN SET 4-10-25

87301 GOUDY PROPOSED CIVIL CE1

87301 GOUDY PROPOSED CIVIL CE2

87301 GOUDY PROPOSED CIVIL CE3 TOPO

87301 GOUDY PROPOSED CIVIL CE4 REM

87301 GOUDY PROPOSED CIVIL CE5 SITE PLAN

87301 GOUDY PROPOSED CIVIL CE6 GRADING PLAN

87301 GOUDY PROPOSED CIVIL CE7 Elevations

87301 GOUDY PROPOSED CIVIL CE8 PAVILION DETAILS

GOUDY PARK (3-4-2025)-LS-1 (OVERALL)

GOUDY PARK (3-4-2025)-LS-2 FOUNDATION & ENTRY

87301 Goudy Park Improvements Standard Sheet1

File details come from the government source that posted it. Updated Apr 12, 2025.