10-Algonquin Goethe CDs 2025 final.pdf

PDF 31 MB Posted Mar 25, 2026

Attached to: Algonquin Goethe Park Improvement
Solicitation number: 543599
Issued by: Wayne County, Michigan

About this file

Written by GovTribe AI · Apr 3, 2026

This is a Construction Drawing Set (Algonquin-Goethe Park CDs 2025) prepared by the City of Detroit General Services Department for playground and park improvements at 3000 Algonquin Street, Detroit, Michigan. The project encompasses 2.7 acres and involves demolition of existing playground equipment, engineered wood fiber surfacing, and furnishings, followed by installation of new playground equipment including a custom Primetime unit for ages 5-12 years, Deco Spring Rider Double (Model #6248), Stargazer (Model #6300), custom swing configuration, and welcome sign (Model #5179), along with three benches (MY-T-COAT Model #BRT06-B-20-000), concrete playground curbs (234 linear feet), perforated drainage piping (170 linear feet for base plan, 228 linear feet for alternate plan), and engineered wood fiber surfacing (3,168 square feet for base plan, 3,803 square feet for alternate plan). The drawing set includes seven sheets covering soil erosion and sedimentation control plans, existing conditions and demolition plans, construction and dimension plans, alternate construction and dimension plans, and construction details. Demolition includes removal of existing playground equipment and associated footings, 234 linear feet of playground border, 3,168 square feet of engineered wood fiber, furnishings (one grill, one picnic table, one bench), and concrete pads (56 square feet for base plan, 22 square feet for alternate plan).

The contractor must comply with Michigan Soil Erosion and Sedimentation Control (SESC) requirements under P.A. 451, Parts 41 and 91, and Wayne County Ordinance No. 2001-759. A certified Stormwater Operator (CSWO) must be retained to provide weekly and storm event reports. All SESC measures must be installed and maintained throughout construction, with violations subject to correction within 24 hours and potential fines up to $25,000 per day. The contractor is responsible for tree protection with high-density polyethylene fencing, maintaining access roads broom clean, proper sediment and dust control, restoration of catch basins prior to site turnover, and cleanup of any off-site sediment spread. Soil type on-site is classified as Shebeon-Urban Land-Avoca complex. The contractor must contact Miss Dig 72 hours prior to demolition and visit the site to determine the full extent of work. Construction details specify engineered wood fiber with concrete borders, drainage systems with perforated PVC pipe, geotextile fabric, aggregate subbases, and surface-mounted equipment installations.

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Other files

File	Type	Posted
2-Equalization Credit Statement.pdf	PDF	Mar 25, 2026
6-Amendment Form.pdf	PDF	Mar 25, 2026
13-RFP 543599 Algonquin Goethe Park Improvement.docx	DOCX document	Mar 25, 2026
4-Attachment D-2 Conditions of Award.pdf	PDF	Mar 25, 2026
11-Algonquin Goethe WC23-24- Scope.docx	DOCX document	Mar 25, 2026
14-Pre Bid Walk Through Algonquin Goethe Park.pptx	PPTX presentation	Mar 25, 2026
1-Attachment E - Professional Service Contract Sample.docx	DOCX document	Mar 25, 2026
5-Attachment F-1 - Performance Bond.pdf	PDF	Mar 25, 2026
15-Attachment C - Algonquin-Goethe Park - Bid Form (BT-39BP).xlsx	XLSX spreadsheet	Mar 25, 2026
12-Attachment G - Algonquin Goethe Specs.pdf	PDF	Mar 25, 2026
8-Attachment B - Respondent Proposal Introduction and Solution Approach (1).docx	DOCX document	Mar 25, 2026
9-Attachment F-2 - Payment Bond.pdf	PDF	Mar 25, 2026
3-Attachment D-1 Required Forms Affidavits RFP.pdf	PDF	Mar 25, 2026
7-Attachment A - Respondent Questionnaire RFP.docx	DOCX document	Mar 25, 2026

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DRAWING INDEX

ALGONQUIN-GOETHE PARK CONSTRUCTION

CITY OF DETROIT

MARY SHEFFIELD, MAYOR

GENERAL SERVICES DEPARTMENT

CRYSTAL PERKINS, DIRECTOR

TIM KARL, CHIEF OF LANDSCAPE ARCHITECTURE, PLA, ALSA, CPSI

LANDSCAPE DESIGNER & PROJECT MANAGER

ARIANNA ZANNETTI, PLA, ASLA, CPSI

SITE LOCATION MAP

3000 Algonquin St.

Detroit, Michigan 48215

Property No: 364 Date: 12/18/2025

Dwg. No. SHEET NO. SHEET TITLE L1.01 1 Soil Erosion and Sedimentation Control (SESC) Plan L1.02 2 Existing Conditions and Demolition Plan L1.03 3 Construction Plan L1.04 4 Dimension Plan L1.05 5 Alternate Construction Plan L1.06 6 Alternate Dimension Plan L5.01 7 Construction Details

VICINITY MAP

ALGONQUIN-GOETHE PARK

ST. AUBIN

HAMTRAMCK

M O

U N

SCHOOLCRAFT

FENKELL

G R

FWY.

LODGE FWY.

GRAND RIVER

FORT

JEFFRIES FWY.

WARREN

PLYMOUTH

JOY

F W

G R

US-10

R W

. GR.

DIX

I-75

MICHIGAN

D E T R O I T

BLVD.

HIGHLAND

PARK

ELFTH

McNICHOLS

SEVEN MILE RD.

EIGHT MILE RD.

R N

OODW

ARD

LODGE FW

CHRYSLER

R I V E R

SEVEN MILE

WARREN

GRAT

I-94

E. G

R. BLVD.

EIGHT MILE

O U

D R

CONNER

JEFFERSON

MACK

VERNOR

FORD FWY.

ALTER

O N

Q U

SPR

LE ST

GOETHE ST

FOR FILE

PROJ #:

PROP #:

DIST #:

CHECKED:

SHEET TITLE:

APPROVED:DRAWN:

GENERAL SERVICES DEPARTMENT

LANDSCAPE DESIGN UNIT

115 ERSKINE ST, DETROIT MI 48201

PH: (313) 628-0900 FAX:(313) 628-0927

SHEET

DATE

PROJECT NAME:

ISSUED FOR

SCALE:

ALGONQUIN-GOETHE

PARK CONSTRUCTION

0/00/0000

SOIL EROSION AND

SEDIMENTATION

CONTROL PLAN

L1.01

1:40

NOT TO SCALE

TREE PROTECTION UNDER DRIP LINE2

L1.01

LEGEND:

SITE BOUNDARY

CONIFEROUS TREE

DECIDUOUS TREE

INLET FABRIC DROP

SITE ACCESS POINT

TREE PROTECTION

FENCE

EROSION CONTROLS:

SEDIMENT CONTROLS:

ShbubB - Shebeon-Urban

Land - Avoca complex

(USGS soils information) 2' MIN.

SECTION A - A'

A A'

NOT TO SCALE

INLET FABRIC DROP1

L1.01

PLAN

0 40 80

PROJECT SIGN:

CONTRACTOR IS REQUIRED TO PROVIDE A TEMPORARY PROJECT SIGN (4' x 8' x 34") IN

COLOR ON CORRUGATED CHLOROPLAST PRIOR TO CONSTRUCTION; INSTALLED SIGN

SHALL BE 42" ABOVE GRADE.

INSTALLATION TO BE PERFORMED ACCORDING TO MANUFACTURERS AND STANDARD

GSD SPECS.ShbuaB - Shebeon-Urban

Land complex (USGS soils information)

AutoCAD SHX Text

SOIL EROSION AND SEDIMENTATION CONTROL NOTES:

AutoCAD SHX Text TREE PROTECTION FENCE: HIGH DENSITY POLYETHYLENE FENCING WITH 3.5" X 1.5" OPENINGS; COLOR ORANGE. STEEL POSTS INSTALLED AT 8' O.C.

AutoCAD SHX Text NOTES: NO PRUNING SHALL BE PERFORMED EXCEPT BY APPROVED CITY REP. NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTION FENCE INCLUDING DURING FENCE INSTALLATION AND REMOVAL. FENCE SHALL REMAIN UNTIL PARK IMPROVEMENTS ARE COMPLETE

AutoCAD SHX Text

2" X 6" STEEL POSTS OR APPROVED EQUIVALENCE

AutoCAD SHX Text MAINTAIN EXISTING GRADE WITH THE FENCE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS

AutoCAD SHX Text Inlet Protection Fabric

AutoCAD SHX Text S58

AutoCAD SHX Text Dust Control

AutoCAD SHX Text E5

AutoCAD SHX Text

AutoCAD SHX Text Drop

AutoCAD SHX Text

6" MIN. OVERLAP AT END OF SILT FENCE

AutoCAD SHX Text GEOTEXTILE BLANKET INSTALLED BETWEEN COVER AND FRAME OF DRAINAGE STRUCTURE CASTING

AutoCAD SHX Text

DRAIN INLET /COVER

AutoCAD SHX Text

DRAIN INLET/COVER

AutoCAD SHX Text GEOTEXTILE BLANKET INSTALLED BETWEEN COVER AND FRAME OF DRAINAGE STRUCTURE CASTING

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text E5

AutoCAD SHX Text A. THE GENERAL SERVICES DEPARTMENT (GSD) IS AN AUTHORIZED THE GENERAL SERVICES DEPARTMENT (GSD) IS AN AUTHORIZED PUBLIC AGENCY (APA) ENTITY AND HAS BEEN GRANTED BY THE STATE OF MICHIGAN THE PRIVILEGE TO UNDERTAKE EARTH CHANGE ACTIVITIES WITHOUT HAVING TO OBTAIN A SOIL EROSION AND SEDIMENTATION CONTROL (SESC) PERMIT. THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF THE STATE OF MICHIGAN'S SESC LAW AND REQUIREMENTS; COMPLYING WITH ALL CONTRACT DOCUMENTS, APPROVED S.E.S.C. PLANS, PERMIT CONDITIONS THAT ENFORCES P.A. 451, PARTS 41 AND 91 SOIL EROSION AND SEDIMENTATION CONTROL OF THE NATURAL RESOURCES AND ENVIRONMENTAL PROTECTION ACT AND WAYNE COUNTY SOIL SEDIMENTATION CONTROL ORDINANCE NO. 2001-759. B. PRIOR TO BEGINNING ANY EARTH CHANGE, THE CONTRACTOR MUST PRIOR TO BEGINNING ANY EARTH CHANGE, THE CONTRACTOR MUST RETAIN A E.G.L.E. CERTIFIED STORM WATER OPERATOR (C.S.W.O.) TO PROVIDE THE REQUIRED S.E.S.C. REPORTS (WHICH INCLUDE THE WEEKLY AND STORM EVENT REPORTS AS WELL AS ALL FOLLOW UP REPORTS FOR BOTH VIOLATIONS AND STORM EVENT CORRECTIONS) ON THE STANDARD E.G.L.E. FORM. THE CONTRACTOR SHALL PROVIDE THE E.G.L.E. FORM. THE CONTRACTOR SHALL PROVIDE THE FORM. THE CONTRACTOR SHALL PROVIDE THE REPORTS TO THE OWNER ON A WEEKLY BASIS, AND RETAIN THOSE REPORTS FOR THREE YEARS. C. PRIOR TO BEGINNING ANY EARTH CHANGE, THE CONTRACTOR MUST PRIOR TO BEGINNING ANY EARTH CHANGE, THE CONTRACTOR MUST INSTALL AND MAINTAIN ALL S.E.S.C. MEASURES AS SHOWN ON THE CONTRACT DOCUMENTS AND AS DIRECTED BY THE OWNER, C.S.W.O., M.E.A./C.E.A. OR E.G.L.E. AT ANYTIME DURING THE LIFE OF THE E.G.L.E. AT ANYTIME DURING THE LIFE OF THE AT ANYTIME DURING THE LIFE OF THE CONTRACT OR UNTIL THE CITY OF DETROIT OFFICIALLY TAKES OVER RESPONSIBILITY FOR THE SITE. IMMEDIATELY PRIOR TO THE CITY OF DETROIT TAKING RESPONSIBILITY FOR THE SITE, THE CONTRACTOR WILL BE REQUIRED TO CLEAN ALL CATCH BASINS AFFECTED BY THE CONSTRUCTION, BOTH WITHIN THE CONTRACT LIMITS AND ALL SURROUNDING ROADS AND LAWN AREAS WHERE SOIL MAY HAVE SPREAD AS THE RESULT OF CONSTRUCTION ACTIVITIES. D. THE CONTRACTOR SHALL CONDUCT ALL EXCAVATION, FILLING, THE CONTRACTOR SHALL CONDUCT ALL EXCAVATION, FILLING, GRADING, AND CLEANUP OPERATIONS IN A MANNER SUCH THAT SEDIMENT, GENERATED BY WIND OR WATER, IS NOT DISCHARGED INTO ANY STORM SEWER, DRAINAGE DITCH, RIVER, LAKE, AIR, OR UNDERGROUND UTILITY SYSTEM. STAGE WORK IS NECESSARY TO MINIMIZE THE AREA OF EXPOSED SOIL, THEREBY REDUCING THE OPPORTUNITY FOR SOIL EROSION. E. CONTRACTOR RESPONSIBLE FOR WATER FROM TRENCHES AND OTHER CONTRACTOR RESPONSIBLE FOR WATER FROM TRENCHES AND OTHER EXCAVATION SHALL BE PUMPED INTO A FILTRATION BAG TO REMOVE SEDIMENTS FROM THE WATER F. IF SEDIMENT EXTENDS BEYOND THE PROJECT LIMITS, THE CONTRACTOR IF SEDIMENT EXTENDS BEYOND THE PROJECT LIMITS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND RESTORATION OF ALL SURFACES AND UTILITY SYSTEMS TO THE CONDITION THAT EXISTED PRIOR TO THE CONTRACT AWARD. G. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL S.E.S.C. MEASURES ON A DAILY BASIS. H. ACCESS ROADS AND ADJACENT CONCRETE PATHWAYS SHALL BE ACCESS ROADS AND ADJACENT CONCRETE PATHWAYS SHALL BE MAINTAINED BROOM CLEAN AT ALL TIMES, AT THE END OF EACH CONSTRUCTION DAY BY CONTRACTOR. I. SHOULD VIOLATIONS BE IDENTIFIED BY THE CITY, C.S.W.O., SHOULD VIOLATIONS BE IDENTIFIED BY THE CITY, C.S.W.O., M.E.A./C.E.A. OR E.G.L.E., THEY SHALL BE CORRECTED WITHIN 24 E.G.L.E., THEY SHALL BE CORRECTED WITHIN 24 , THEY SHALL BE CORRECTED WITHIN 24 HOURS OF NOTIFICATION. THE CORRECTION(S) MUST BE APPROVED BY THE CITY, C.S.W.O., M.E.A./C.E.A. OR E.G.L.E. ALL SUBSEQUENT E.G.L.E. ALL SUBSEQUENT ALL SUBSEQUENT INSPECTIONS PERFORMED BY THE OWNER, C.S.W.O., M.E.A./C.E.A. OR E.G.L.E. AS A RESULT OF THE VIOLATION (AND ANY OTHER . AS A RESULT OF THE VIOLATION (AND ANY OTHER ASSOCIATED COSTS) WILL BE PAID BY THE CONTRACTOR. IF IDENTIFIED VIOLATIONS ARE NOT CORRECTED WITHIN 24 HOURS OF WRITTEN NOTICE, THE CITY WILL MAKE THE REQUIRED REPAIRS WITHOUT FURTHER NOTIFICATION, AT THE CONTRACTOR'S EXPENSE. J. FINES ASSESSED AS A RESULT OF THE VIOLATION FOR FINES ASSESSED AS A RESULT OF THE VIOLATION FOR NONCOMPLIANCE OF THE S.E.S.C. PROVISIONS WILL BE PAID BY THE CONTRACTOR. SHOULD A "STOP WORK" ORDER FOR NONCOMPLIANCE BE ISSUED, A TIME EXTENSION REQUEST FOR THAT TIME PERIOD WILL NOT BE GRANTED (FINES COULD BE ASSESSED UP TO AND INCLUDING $25,000 PER DAY FOR EACH VIOLATION). K. STRIP ALL TOPSOIL WITHIN THE LIMITS OF WORK AS INDICATED ON STRIP ALL TOPSOIL WITHIN THE LIMITS OF WORK AS INDICATED ON DEMOLITION PLAN. STOCKPILE ALL STRIPPED TOPSOIL TO LOCATION BE DETERMINED BY CITY REPRESENTATIVE PRIOR TO STRIPPING. L. DIRT OR MUD TRACKED ONTO PAVED AREAS SHALL BE PROMPTLY DIRT OR MUD TRACKED ONTO PAVED AREAS SHALL BE PROMPTLY REMOVED AND CLEANED DAILY. M. THERE ARE NO WETLANDS ON THE PROJECT SITE OR IMMEDIATELY THERE ARE NO WETLANDS ON THE PROJECT SITE OR IMMEDIATELY ADJACENT TO THE PROJECT SITE. N. STORM WATER FROM SUBJECT SITE WILL NOT ADVERSELY IMPACT STORM WATER FROM SUBJECT SITE WILL NOT ADVERSELY IMPACT ADJACENT PROPERTIES. O. ALL DISTURBED AREAS SHALL RECEIVE PERMANENT EROSION CONTROL ALL DISTURBED AREAS SHALL RECEIVE PERMANENT EROSION CONTROL WITHIN 5 DAYS OF FINAL GRADING. P. SOIL TYPE WITHIN SITE BOUNDARIES IS "Shebeon-Urban Land-Avoca SOIL TYPE WITHIN SITE BOUNDARIES IS "Shebeon-Urban Land-Avoca complex." Q. TOTAL ACRES OF THE PROJECT = 2.7 acTOTAL ACRES OF THE PROJECT = 2.7 ac

PROP #:

DIST #:

CHECKED:

SHEET TITLE:

APPROVED:DRAWN:

GENERAL SERVICES DEPARTMENT

LANDSCAPE DESIGN UNIT

115 ERSKINE ST, DETROIT MI 48201

PH: (313) 628-0900 FAX:(313) 628-0927

SHEET

DATE

PROJECT NAME:

ISSUED FOR

SCALE:

ALGONQUIN-GOETHE

PARK CONSTRUCTION

0/00/0000

EX. CONDITION AND

DEMOLITION PLAN

L1.02

1:5

00 5 10

QUANTITIES

SYMBOL DESCRIPTION TOTAL UNIT NOTES

REMOVE EXISTING

PLAYGROUND

EQUIPMENT

1 EA

INCLUDE REMOVING

ASSOCIATED FOOTINGS,

DISPOSE OF PROPERLY OFF

SITE

REMOVE PLAYGROUND

BORDER 234 LF DISPOSE OF PROPERLY OFF

SITE

REMOVE ENGINEERED

WOOD FIBER 3168 SF DISPOSE OF PROPERLY OFF

SITE.

REMOVE FURNISHINGS 1 EA

INCLUDES (1) GRILL, (1) PICNIC

TABLE, AND (1) BENCH. PROPERLY

DISPOSE OF OFF SITE

REMOVE CONCRETE 56 SF

REMOVE CONCRETE AND ANY

ASSOCIATED BASE MATERIAL,

RESTORE TO LAWN

ALT: REMOVE

CONCRETE 22 SF

REMOVE CONCRETE AND ANY

ASSOCIATE BASE MATERIAL TO

ACCOUNT FOR PLAYGROUND

EXPANSION

AutoCAD SHX Text

DEMOLITION NOTES:

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text A. THE CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE TO DETERMINE THE THE CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE TO DETERMINE THE EXTENT OF THE WORK DEMOLITION AND CONSTRUCTION (WHETHER SHOWN ON THE DRAWINGS OR NOT). B. EXISTING MATERIALS/ITEMS TO BE SALVAGE BY CONTRACTOR SHALL BE STOCKPILED EXISTING MATERIALS/ITEMS TO BE SALVAGE BY CONTRACTOR SHALL BE STOCKPILED OR STORED IN APPROVED LOCATIONS BY CITY REPRESENTATIVE AND RELOCATED. CONTRACTOR TO PROTECT ALL MATERIALS DESIGNATED TO REMAIN AND SOLELY RESPONSIBLE FOR REPLACEMENT OF ANY MATERIALS THAT BECOME DAMAGED DURING CONSTRUCTION. THE EXTENT OF REPLACEMENT/REPAIR OF DAMAGED MATERIALS/ITEMS SHALL BE DETERMINED BY CITY REPRESENTATIVE. C. THE CONTRACTOR SHALL REMOVE AND CLEAR DEBRIS FROM OFFSITE IN A LEGAL THE CONTRACTOR SHALL REMOVE AND CLEAR DEBRIS FROM OFFSITE IN A LEGAL MANNER. D. CONTACT MISS DIG 72 HOURS PRIOR TO ANY DEMOLITION.CONTACT MISS DIG 72 HOURS PRIOR TO ANY DEMOLITION.

EXISTING SIDEWALK

PROP #:

DIST #:

CHECKED:

SHEET TITLE:

APPROVED:DRAWN:

GENERAL SERVICES DEPARTMENT

LANDSCAPE DESIGN UNIT

115 ERSKINE ST, DETROIT MI 48201

PH: (313) 628-0900 FAX:(313) 628-0927

SHEET

DATE

PROJECT NAME:

ISSUED FOR

SCALE:

ALGONQUIN-GOETHE

PARK CONSTRUCTION

0/00/0000

CONSTRUCTION

PLAN

L1.03

1:5

00 5 10

PLAYGROUND EQUIPMENT QUANTITIES

SYMBOL DESCRIPTION TOTAL UNIT NOTES

CUSTOM PRIMETIME UNIT

FOR 5-12 YEAR OLDS 1 EA

CUSTOM STRUCTURE

ACCORDING TO GAMETIME

QUOTE #108241-01-02

DECO SPRING RIDER

DOUBLE 1 EA MODEL # 6248

STARGAZER 1 EA MODEL #6300

GAMETIME CUSTOM SWING

CONFIGURATION 1 EA

CUSTOM STRUCTURE

ACCORDING TO GAMETIME

QUOTE #108241-01-01

WELCOME SIGN 1 EA MODEL #5179

QUANTITIES

SYMBOL DESCRIPTION TOTAL UNIT NOTES

PERFORATED DRAINAGE

PIPE W/ SOCK 170 LF

PIPE TO BE IN 6" DIA. PEA

GRAVEL TRENCH (8"-W X 8"

DEEP) REFER TO DETAILS

1/L5.01 AND 4/L5.01

CONCRETE

PLAYGROUND CURB 234 LF REFER TO DETAIL 1/L5.01

AND 2/L5.01

ENGINEERED WOOD

FIBER 3168 SF

REFER TO DETAIL 1/L5.01

AND 2/L5.01. INCLUDES

EARTHWORK AND

EXCAVATION.

BENCH 3 EA

MY-T-COAT MODEL

#BRT06-B-20-000. REFER TO

DETAIL 3/L5.01

PLAYGROUND NOTES:

PLAYGROUND LAYOUT TO BE APPROVED BY MANUFACTURER

REPRESENTATIVE.

CONTRACTOR TO FOLLOW MANUFACTURER 'S INSTRUCTIONS AND

AS DETAILED ON PLANS, TO MEET REQUIRED FALL ZONE

CLEARANCE SPACE AROUND EACH PLAY ELEMENT.

AutoCAD SHX Text

STARGAZER

AutoCAD SHX Text

DECO SPRING RIDER (DOUBLE)

AutoCAD SHX Text

PRIMETIME ADA SWING FRAME 3.5" X 8'

AutoCAD SHX Text

PRIMETIME ADA SWING FRAME 3.5" X 8' AAB

AutoCAD SHX Text

BELT SEAT 8'

AutoCAD SHX Text

BELT SEAT 8'

AutoCAD SHX Text

TOT SEAT 8'

AutoCAD SHX Text

TOT SEAT 8'

AutoCAD SHX Text

EXISTING SIDEWALK

00 5 10

PROJ #:

PROP #:

DIST #:

CHECKED:

SHEET TITLE:

APPROVED:DRAWN:

GENERAL SERVICES DEPARTMENT

LANDSCAPE DESIGN UNIT

115 ERSKINE ST, DETROIT MI 48201

PH: (313) 628-0900 FAX:(313) 628-0927

SHEET

DATE

PROJECT NAME:

ISSUED FOR

SCALE:

ALGONQUIN-GOETHE

PARK CONSTRUCTION

0/00/0000

DIMENSION PLAN

L1.04

1:5

AutoCAD SHX Text

STARGAZER

AutoCAD SHX Text

DECO SPRING RIDER (DOUBLE)

AutoCAD SHX Text

PRIMETIME ADA SWING FRAME 3.5" X 8'

AutoCAD SHX Text

PRIMETIME ADA SWING FRAME 3.5" X 8' AAB

AutoCAD SHX Text

BELT SEAT 8'

AutoCAD SHX Text

BELT SEAT 8'

AutoCAD SHX Text

TOT SEAT 8'

AutoCAD SHX Text

TOT SEAT 8'

AutoCAD SHX Text

AutoCAD SHX Text 15'

AutoCAD SHX Text 9'-5"

AutoCAD SHX Text 12'-5"

AutoCAD SHX Text 8'-6"

AutoCAD SHX Text 5'-1"

AutoCAD SHX Text 17'

AutoCAD SHX Text 12'-7"

AutoCAD SHX Text 15'

AutoCAD SHX Text 16'-11"

AutoCAD SHX Text 17'-3"

AutoCAD SHX Text 18'-11"

AutoCAD SHX Text 19'-9"

AutoCAD SHX Text 8'-9"

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 14'-7"

AutoCAD SHX Text 1'-9"

AutoCAD SHX Text 1'-5"

AutoCAD SHX Text

EXISTING SIDEWALK

00 5 10 FOR FILE

PROP #:

DIST #:

CHECKED:

SHEET TITLE:

APPROVED:DRAWN:

GENERAL SERVICES DEPARTMENT

LANDSCAPE DESIGN UNIT

115 ERSKINE ST, DETROIT MI 48201

PH: (313) 628-0900 FAX:(313) 628-0927

SHEET

DATE

PROJECT NAME:

ISSUED FOR

SCALE:

ALGONQUIN-GOETHE

PARK CONSTRUCTION

0/00/0000

ALT. CONST.

PLAN

L1.05

1:5

PLAYGROUND EQUIPMENT QUANTITIES

SYMBOL DESCRIPTION TOTAL UNIT NOTES

CUSTOM PRIMETIME UNIT

FOR 5-12 YEAR OLDS 1 EA

CUSTOM STRUCTURE

ACCORDING TO GAMETIME

QUOTE #108241-01-02

DECO SPRING RIDER

DOUBLE 1 EA MODEL # 6248

STARGAZER 1 EA MODEL #6300

GAMETIME CUSTOM SWING

CONFIGURATION 1 EA

CUSTOM STRUCTURE

ACCORDING TO GAMETIME

QUOTE #108241-01-01

WELCOME SIGN 1 EA MODEL #5179

SITE QUANTITIES

SYMBOL DESCRIPTION TOTAL UNIT NOTES

PERFORATED DRAINAGE

PIPE W/ SOCK 228 LF

PIPE TO BE IN 6" DIA. PEA

GRAVEL TRENCH (8"-W X 8"

DEEP) REFER TO DETAILS

1/L5.01 AND 4/L5.01

CONCRETE

PLAYGROUND CURB 234 LF REFER TO DETAIL 1/L5.01

AND 2/L5.01

ENGINEERED WOOD

FIBER 3803 SF

REFER TO DETAIL 1/L5.01

AND 2/L5.01. INCLUDES

EARTHWORK AND

EXCAVATION

BENCH 3 EA

MY-T-COAT MODEL

#BRT06-B-20-000. REFER TO

DETAIL 3/L5.01

PLAYGROUND NOTES:

PLAYGROUND LAYOUT TO BE APPROVED BY MANUFACTURER

REPRESENTATIVE.

CONTRACTOR TO FOLLOW MANUFACTURER 'S INSTRUCTIONS AND

AS DETAILED ON PLANS, TO MEET REQUIRED FALL ZONE

CLEARANCE SPACE AROUND EACH PLAY ELEMENT.

ALTERNATE NOTES:

ALTERNATE ITEMS THAT DIFFER FROM BASE BID PLAN ARE BOLDED.

AutoCAD SHX Text

STARGAZER

AutoCAD SHX Text

DECO SPRING RIDER (DOUBLE)

AutoCAD SHX Text

EXISTING SIDEWALK

00 5 10 FOR FILE

PROP #:

DIST #:

CHECKED:

SHEET TITLE:

APPROVED:DRAWN:

GENERAL SERVICES DEPARTMENT

LANDSCAPE DESIGN UNIT

115 ERSKINE ST, DETROIT MI 48201

PH: (313) 628-0900 FAX:(313) 628-0927

SHEET

DATE

PROJECT NAME:

ISSUED FOR

SCALE:

ALGONQUIN-GOETHE

PARK CONSTRUCTION

0/00/0000

ALT. DIM.

PLAN

L1.06

1:5

AutoCAD SHX Text

STARGAZER

AutoCAD SHX Text

DECO SPRING RIDER (DOUBLE)

AutoCAD SHX Text

AutoCAD SHX Text 53'-3"

AutoCAD SHX Text 10'-1"

AutoCAD SHX Text 37'-8"

AutoCAD SHX Text 9'-10"

AutoCAD SHX Text 59'-3"

AutoCAD SHX Text 19'-6"

AutoCAD SHX Text 8'-10"

AutoCAD SHX Text 9'-3"

AutoCAD SHX Text 21'-3"

AutoCAD SHX Text 22'-9"

AutoCAD SHX Text 24'-8"

AutoCAD SHX Text 16'-1"

AutoCAD SHX Text 7'-10"

AutoCAD SHX Text 7'-9"

AutoCAD SHX Text 16'-1"

AutoCAD SHX Text 8'

AutoCAD SHX Text 7'-4"

AutoCAD SHX Text 8'-4"

AutoCAD SHX Text 16'-3"

AutoCAD SHX Text 52'-6"

AutoCAD SHX Text 77'-1"

AutoCAD SHX Text 13'-11"

AutoCAD SHX Text 11'-2"

AutoCAD SHX Text 16'-1"

AutoCAD SHX Text 2'-1"

AutoCAD SHX Text 17'-10"

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text 18'-6"

AutoCAD SHX Text 7'-11"

AutoCAD SHX Text 20'-5"

AutoCAD SHX Text 2'-2"

AutoCAD SHX Text 20'-10"

AutoCAD SHX Text 1'-11"

AutoCAD SHX Text 16'-1"

AutoCAD SHX Text 8'-9"

AutoCAD SHX Text 9'-2"

AutoCAD SHX Text

EXISTING SIDEWALK

PROP #:

DIST #:

CHECKED:

SHEET TITLE:

APPROVED:DRAWN:

GENERAL SERVICES DEPARTMENT

LANDSCAPE DESIGN UNIT

115 ERSKINE ST, DETROIT MI 48201

PH: (313) 628-0900 FAX:(313) 628-0927

SHEET

DATE

PROJECT NAME:

ISSUED FOR

SCALE:

ALGONQUIN-GOETHE

PARK CONSTRUCTION

0/00/0000

DETAILS-

CONSTRUCTION

L5.01

AS SHOWN

L5.01

TYP. SURFACE MOUNT

NOT TO SCALE1

L5.01

EWF WITH CONCRETE BORDER & DRAINAGE SYS.

NOT TO SCALE

EWF WITH CONCRETE WALKWAY/PAD & DRAINAGE SYS.

NOT TO SCALE

12" MIN ENGINEERED WOOD FIBER FINISHED

DEPTH AFTER COMPACTION

CONCRETE BORDER, 12" DEEP X 8" WIDE W/ (1)

RADIUS (1.5") ROUND CORNER

RESTORE LAWN TO EXISTING GRADE, 14" -1/2'

BELOW CURB

STEEL REBAR 0.2"

GEOTEXTILE FABRIC TYP.

4" AGGREGATE SUBBASE

4" PERFORATED PVC PIPE W/ SOCK

UNDISTURBED SUBGRADE UNDISTURBED SUBGRADE

12" MIN ENGINEERED WOOD FIBER FINISHED

DEPTH AFTER COMPACTION

CONCRETE BORDER, 12" DEEP X 8" WIDE W/ (1)

RADIUS (1.5") ROUND CORNER

4" DEEP X WIDTH VARIES CONCRETE WALK/PAD

4" AGGREGATE SUBBASE

STEEL REBAR 0.2"

GEOTEXTILE FABRIC TYP.

4" AGGREGATE SUBBASE

4" PERFORATED PVC PIPE W/ SOCK

L5.01

AutoCAD SHX Text

STAINLESS STEEL EXP. BOLT.

AutoCAD SHX Text

4" MIN. COMPACTED SAND BASE

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4" MIN. CONCRETE SLAB

AutoCAD SHX Text

NOTE:

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BOLT SIZED PER MFR.

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RECOMMENDATION - 5/16" MIN.

AutoCAD SHX Text

EMBED BOLT 3"

APPROVED THIEFT DETERANT

Sheets and Views

Algonquin Goethe CDs 2025_final-Cover Page

File details come from the government source that posted it. Updated Apr 3, 2026.