24347 Ft. Mackinac Sally Port Entrance - Drawings.pdf

PDF 13 MB Posted May 30, 2025

Attached to: 751/24347. ABG; Ft. Mackinac North Sally Entrance Mods
Solicitation number: RFQ-171-250000000396-3
Issued by: Luce County, Mcbride Village, Michigan

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Written by GovTribe AI · Jun 4, 2025

These are construction design and engineering drawings for the Fort Mackinac North Sally Entrance Site Improvements project, prepared for the Michigan Department of Technology, Management & Budget (DTMB), State Facilities Administration, Design and Construction Division. The project is located on Mackinac Island in Mackinac County and involves comprehensive site renovations for the historic fort's North Sally entrance area. The drawings, dated May 5, 2025 for bid issuance, include detailed civil, architectural, landscape, and electrical plans covering demolition, site layout, grading, landscaping, building modifications, and electrical infrastructure. The project involves reconstructing pathways, installing new site features like a flagpole, bike rack, and drainage improvements, and renovating a small building with associated site work.

The project is funded through the state's facilities administration and appears to be a phased approach with design stages at 50%, 90%, and 95% completion before final bid issuance. The site improvements include accessibility enhancements, historical preservation considerations, and landscape restoration. Specific elements include a 6' wide decomposed granite pathway, native plant landscaping, concrete and wood elements consistent with historical aesthetics, and electrical system upgrades. The architectural drawings indicate careful attention to maintaining the historical character of the fort while implementing modern site improvements and accessibility standards. The total project scope suggests a comprehensive renovation of the North Sally entrance area to improve visitor experience and infrastructure functionality.

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Other files

File	Type	Posted
24347 Ft. Mackinac Sally Entrance - Specifications.pdf	PDF	May 30, 2025
24347 Ft. Mackinac Sally Entrance - Project Advertisement.pdf	PDF	May 30, 2025
Service Disabled Veteran Owned Business Info Sheet 2025.pdf	PDF	May 30, 2025
Addendum 1 24347.pdf	PDF	May 30, 2025

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HURON ROAD

CONSTRUCTION PLANS FOR

MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT & BUDGET

SECTION 12, TOWN 40 NORTH , RANGE 3 WEST

MACKINAC ISLAND, MACKINAC COUNTY, MICHIGAN

VICINITY MAP

FORT MACKINAC

MACKINAC COUNTY, MICHIGAN

LOCATION MAP

FORT MACKINAC - NORTH SALLY ENTRANCE

SITE IMPROVEMENTS

3 WORKING DAYS

BEFORE YOU DIG

CALL MISS DIG

1-(800)-482-7171

For free location of public utility lines

OR R

Know what's below.

Call before you dig.

FILE NO.: 751/24347.ABG

Civil Engineer NF Engineers 46777 Woodward Avenue Pontiac, MI 48342

Contact: Jeffrey Huhta, P.E., P.S.

Phone: (248) 332-7931 Fax: (248) 332-8257 E-mail: Jhuhta@nfe-engr.com

TITLE

TITLE SHEET

OVERALL TOPOGRAPHICAL SURVEY

T C1

NO.

SHEET

PROJECT PERMITS

SHEET INDEX

T C ov er

S he et

FORT MACKINAC

LAKE SHORE DRIVE

FORT STREET

SPRING STREET

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DEMOLITION PLANC2

SITE LAYOUT PLANC3

FOOTING PLAN, SLAB PLAN, FLOOR PLAN,REFLECTED CEILING PLAN,A-101

E . O sh ab en K

. R ui te r

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ISSUED FOR BIDS

EXTERIOR ELEVATIONSA-201

BUILDING SECTIONSA-301

WALL SECTIONSA-401

DETAILSA-501

HEADER / ROOF FRAMING PLAN AND ROOF PLAN

GRADING PLANC4

A-601

CODE COMPLIANCE PLANA-602

CODE REQUIREMENTSA-603

ELECTRICAL FLOOR PLAN, NEW LIGHTING AND POWERE-400

SPECIAL INSPECTIONS

Electrical/Mechanical Engineer Architect

OVERALL LANDSCAPE PLANL1

LANDSCAPE NOTES AND DETAILSL2

SITE RENDERINGSL3

E-100

ELECTRICAL SITE PLAN - DEMOLITIONE-200

ELECTRICAL SITE PLAN - PROPOSEDE-201

ELECTRICAL FLOOR PLAN, NEW LIGHTING AND POWERE-400

ELECTRICAL SYMBOLS, ABBREVIATIONS AND NOTES

SITE DETAILSC5

ARCHAEOLOGY NOTE

S.E.S.C. PLANC6

M A T R I X

CLARKSTON, MI

7300 DIXIE HWY.

PHONE

FAX

PHONE

248.605.2030 248.605.2030

48346 #600

WEB DSARCHITECTS.COM

Location Map

Site

TOPOGRAPHIC SURVEY NOTES

MISS DIG / UTILITY DISCLAIMER NOTE

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CONCRETE TROUGH BENEATH WOOD WALK

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AutoCAD SHX Text ALL ELEVATIONS ARE EXISTING ELEVATIONS, UNLESS OTHERWISE NOTED. UTILITY LOCATIONS WERE OBTAINED FROM MUNICIPAL OFFICIALS AND RECORDS OF UTILITY COMPANIES, AND NO GUARANTEE CAN BE MADE TO THE COMPLETENESS, OR EXACTNESS OF LOCATION. THIS SURVEY MAY NOT SHOW ALL EASEMENTS OF RECORD UNLESS AN UPDATED TITLE POLICY IS FURNISHED TO THE SURVEYOR BY THE OWNER

AutoCAD SHX Text A MISS DIG TICKET NUMBER 2024090501472, PURSUANT TO MICHIGAN PUBLIC ACT 174 WAS ENTERED FOR THE SURVEYED PROPERTY. DUE TO THE EXTENDED REPORTING PERIOD FOR UNDERGROUND FACILITY OWNERS TO PROVIDE THEIR RECORDS, THE SURVEY MAY NOT REFLECT ALL THE UTILITIES AT THE TIME THE SURVEY WAS ISSUED ON 9-13-24. THE SURVEY ONLY REFLECTS THOSE UTILITIES WHICH COULD BE OBSERVED BY THE SURVEYOR IN THE FIELD OR AS DEPICTED BY THE UTILITY COMPANY RECORDS FURNISH PRIOR TO THE DATE THIS SURVEY WAS ISSUED. THE CLIENT AND/OR THEIR AUTHORIZED AGENT SHALL VERIFY THE CLIENT AND/OR THEIR AUTHORIZED AGENT SHALL VERIFY WITH THE FACILITY OWNERS AND/OR THEIR AUTHORIZED AGENTS, THE COMPLETENESS AND EXACTNESS OF THE UTILITIES LOCATION.

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PUBLIC PHONE

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RECORD MEASUREMENT

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GROUND ELEVATION

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DOOR

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LICENSE NO.

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KEVIN

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CHRISTOPHER

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NAVAROLI

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ENGINEERS

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AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257

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FINAL OWNER REVIEW

4-21-25

DEMOLITION NOTES

1" = 10'

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CONCRETE TROUGH BENEATH WOOD WALK

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EX. EARTHEN SWALE

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REMOVE EX. WOODEN DECK AND SUPPORTING STRUCTURE

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EX. CONCRETE TROUGH TO REMAIN

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EX. UNDERGROUND COMMUNICATIONS CABLE TO REMAIN

AutoCAD SHX Text SAWCUT EX. ASPHALT PAVEMENT AS NECESSARY TO CREATE CLEAN EDGE FOR PROPOSED IMPROVEMENTS

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EXTENT OF SAWCUT: 121'

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SAWCUT & REMOVE EX. ASPHALT PAVEMENT

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RESTORE ALL DISTURBED AREAS WITH TOPSOIL, SEED, AND MULCH. SEE SPECIFICATION.

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DEMOLITION AND RESTORATION IN THIS AREA PERFORMED BY OTHERS

AutoCAD SHX Text DEMOLITION OF SITE IMPROVEMENTS SHALL BE ALLOWED ONLY AFTER AN APPROVED PERMIT HAS BEEN SECURED FROM THE PUBLIC AGENCY HAVING JURISDICTION OVER SAID DEMOLITION. FOR ANY DEMOLITION WITHIN PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL PAY FOR, AND SECURE, ALL NECESSARY PERMITS AND LIKEWISE SHALL ARRANGE FOR ALL SITE INSPECTIONS. SITE DEMOLITION INCLUDES THE COMPLETE REMOVAL OF SITE IMPROVEMENTS AND OFF-SITE DISPOSAL. DEBRIS SHALL BE TRANSPORTED TO AN APPROPRIATE DISPOSAL FACILITY THAT IS LICENSED FOR THAT TYPE OF DEBRIS. THE CONTRACTOR SHALL COORDINATE TRUCK ROUTES WITH THE MISCP (MACKINAC ISLAND STATE PARKS COMMISSION) PRIOR TO COMMENCEMENT OF SITE DEMOLITION. ALL TRUCKS SHALL BE TARPED OR PROPERLY SECURED TO CONTAIN DEMOLITION DEBRIS PRIOR TO LEAVING SITE. EXISTING ON-SITE UNDERGROUND UTILITIES AND BUILDING SERVICES HAVE BEEN INDICATED BASED UPON THE BEST AVAILABLE UTILITY RECORDS AND/OR ON-SITE INSPECTION. NO GUARANTEE IS MADE BY THE DESIGN ENGINEER, AS TO THE COMPLETENESS OR ACCURACY OF UTILITY DATA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF UTILITY INFORMATION (THE DESIGN ENGINEER MAKES NO GUARANTEE NOR ASSUMES ANY LIABILITY AS TO THE COMPLETENESS AND/OR ACCURACY OF UTILITY DATA). PRIOR TO THE REMOVAL OR ABANDONMENT OF ANY EXISTING UNDERGROUND UTILITY OR BUILDING SERVICE LINES CALLED FOR IN THE PLANS OR DISCOVERED DURING EXCAVATION, THE CONTRACTOR MUST DETERMINE IF THE UTILITY LINE OR BUILDING SERVICE IS STILL IN USE. IF THE UTILITY LINE OR BUILDING SERVICE IS STILL IN USE/ACTIVE THE CONTRACTOR MUST TAKE ALL THE NECESSARY STEPS TO GUARANTEE THAT THE UTILITY LINE OR BUILDING SERVICE IS RECONNECTED WITHOUT AN INTERRUPTION IN SERVICE. THE RECONNECTION OF THE UTILITY LINE OR BUILDING SERVICE MUST BE IN ACCORDANCE WITH THE STANDARDS AND REQUIREMENTS OF THE APPROPRIATE GOVERNMENTAL AGENCY OR PRIVATE UTILITY COMPANY. SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO SITE DEMOLITION. * THE CONTRACTOR SHALL NOTIFY MISS DIG (1-800-482-7171) A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO THE START OF THE SITE DEMOLITION. THE CONTRACTOR SHALL COORDINATE THE REMOVAL AND/OR RELOCATION OF EXISTING UTILITY POLES AND BUILDING SERVICES WITH UTILITY COMPANY. REMOVAL OF THE UTILITY COMPANIES ELECTRICAL SERVICES SHALL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND REQUIREMENTS OF THE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE REMOVAL AND/OR RELOCATION OF EXISTING UTILITY POLES AND BUILDING SERVICES WITH UTILITY COMPANY. REMOVAL OF THE UTILITY COMPANY GAS SERVICES SHALL BE IN ACCORDANCE WITH THE STANDARDS AND REQUIREMENTS OF THE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE REMOVAL AND/OR RELOCATION OF EXISTING UTILITY POLES AND BUILDING SERVICES WITH THE UTILITY COMPANY. REMOVAL OF THE UTILITY COMPANIES COMMUNICATION SERVICES SHALL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND REQUIREMENTS OF THE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE REMOVAL AND/OR RELOCATION OF EXISTING UTILITY POLES AND BUILDING SERVICES WITH THE APPROPRIATE CABLE MEDIA COMPANY. REMOVAL OF CABLE SERVICES SHALL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND REQUIREMENTS OF THE CABLE COMPANY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF PRIVATE UTILITY COMPANIES AND COORDINATE UTILITY SERVICE SHUT OFF/DISCONNECT, PRIOR TO DEMOLITION OF EXISTING STRUCTURES OR PROPERTIES.

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12" MAPLE

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EXISTING SAN. CLEAN OUT

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INDICATES EXISTING TREE TO BE REMOVED

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EXISTING UTILITY TO BE REMOVED

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EXISTING UTILITY TO BE ABANDONED

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CONSTRUCTION/TREE PROTECTION FENCING

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INDICATES AREAS OF BOARDWALK TO BE REMOVED

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ENGINEERS

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AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257

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INDICATES AREAS OF ASPHALT PAVEMENT TO BE REMOVED

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INDICATES AREAS OF CONCRETE PAVEMENT TO BE REMOVED

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OUT

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4" CONCRETE SECTION

DRAINAGE SWALE SECTION

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INSTALL CONCRETE STAIRS & HANDRAIL (DETAIL ON SHEET C5)

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CONCRETE SEAT WALL TYPICAL EAST & WEST SIDES (SEE DETAIL SHEET C5)

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CONCRETE EDGING TYPICAL EAST & WEST SIDES (SEE DETAIL SHEET L2)

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EXTEND IRRIGATION LINE & INSTALL IRRIGATION VALVE BOX

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TICKET BOOTH (SEE ARCH. PLANS)

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DRAINAGE SWALE (SEE DETAIL THIS SHEET)

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NEW LANDSCAPING (SEE SHEET L1)

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MATCH EX. ASPHALT PAVEMENT

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INSTALL FIBERGLASS FLAGPOLE TYPICAL OF 6 (SEE DETAIL SHEET C5)

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RELOCATED BENCH (TYP)

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NEW BICYCLE RACK ON AGGREGATE BASE (SEE DETAIL SHEET C5)

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MATCH EX. WOOD BOARDWALK

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1' WIDE RETAINING WALL WITH GUARDRAIL (SEE DETAIL SHEET C4)

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INSTALL CONCRETE RAMP (DETAIL ON SHEET C5)

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R5' TYP.

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DRAINAGE SWALE (SEE DETAIL THIS SHEET)

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DRAINAGE SWALE (SEE DETAIL THIS SHEET)

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NEW LANDSCAPING TYPICAL EAST & WEST SIDES (SEE SHEET L1)

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SEE SHEET L2 FOR PLANTER EDGE DETAIL

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SALLY DRIVE SWING GATE (SEE DETAIL SHEET C5)

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WOODEN FENCE (SEE DETAIL SHEET L2)

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SWINGING GATE (SEE ARCH. PLANS)

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WOODEN SALLY DRIVE (SEE DETAIL SHEET C5)

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INLET BASIN 2 (DETAIL ON SHEET C5)

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INLET BASIN 1 (DETAIL ON SHEET C5)

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R5' TYP.

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HOSE HOUSE SEE DETAIL ON SHEET C5)

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EXISTING HOSE BIBB EXTEND WATER WATER SERVICE TO NEW HOSE HOUSE.

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MANHOLE

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INLET

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EX. R. Y. CATCH BASIN

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ENGINEERS

AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners

AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257

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PROPOSED WOODEN DECK

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COMPACTED SAND BASE

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CONCRETE PAVEMENT (3500 PSI MIN.)

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PROOF-ROLLED SUB BASE

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1:4 SLOPE MAX.

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1:4 SLOPE MAX.

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VARIES

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SEED AND MULCH PR. SWALE (TYP.)

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PROPOSED DECOMPOSED GRANITE WALK

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(SEE DETAIL SHEET L2)

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(SEE DETAIL SHEET C5)

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(SEE DETAIL THIS SHEET)

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LEGEND

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SECTION A-A

SECTION B-B

SCALE: H: 1"=10'

V: 1"=5'

SCALE: H: 1"=10'

V: 1"=5'

PAVING LEGEND

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18% SLOPE

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8.3% SLOPE

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4.5% SLOPE

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4.5% SLOPE

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8.3% SLOPE

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CONSTRUCT 8" END SECTION AND STABILIZE WITH STONE RIP-RAP (SEE DETAIL SHEET C5)

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8" HDPE DR11 @1.0%

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8" HDPE DR11 @1.0%

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DRAINAGE SWALE (SEE DETAIL SHT C3)

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BACKFILL/COMPACT WITH FREE DRAINING GRANULAR MATERIAL / AGGREGATE

AutoCAD SHX Text INSTALL 4" EDGE DRAIN W/ FILTER SOCK BACKFILLED WITH PEASTONE AND WRAPPED IN GEOTEXTILE FABRIC

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#5 EPOXY COATED BAR CONT. HORIZONTAL 12" O.C.

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4" 21AA LIMESTONE BASE

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KEY JOINT

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#4 EPOXY COATED BAR @ 12" O.C. (2" FROM EDGES)

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#4 EPOXY COATED CONT. HORIZONTAL @ 10" O.C.

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WOOD SALLY PORT DRIVE (SEE DETAIL SHEET C5)

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DRAINAGE SWALE (SEE DETAIL SHT C3)

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BACKFILL/COMPACT WITH FREE DRAINING GRANULAR MATERIAL / AGGREGATE

AutoCAD SHX Text INSTALL 4" EDGE DRAIN W/ FILTER SOCK BACKFILLED WITH PEASTONE AND WRAPPED IN GEOTEXTILE FABRIC

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#5 EPOXY COATED BAR CONT. HORIZONTAL 12" O.C.

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4" 21AA LIMESTONE BASE

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KEY JOINT

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DRAINAGE SWALE (SEE DETAIL SHT C3)

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#4 EPOXY COATED CONT. HORIZONTAL @ 10" O.C.

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#4 EPOXY COATED BAR @ 12" O.C. (2" FROM EDGES)

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DRAINAGE SWALE (SEE DETAIL SHT C3)

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MANHOLE

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INLET

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PROPOSED LIGHT POLE

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PR. STORM SEWER

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PR. R. Y. CATCH BASIN

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PR. TOP OF PVMT. ELEVATION

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FINISH GRADE ELEVATION

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PR. TOP OF WALK ELEVATION

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PR. GUTTER ELEVATION

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PR. TOP OF CURB ELEVATION

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GATE VALVE

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CATCH BASIN

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MANHOLE

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HYDRANT

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MANHOLE

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SAN. CLEAN OUT

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EXISTING SANITARY SEWER

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EXISTING STORM SEWER

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EXISTING WATERMAIN

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GUY WIRE

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GATE VALVE

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MANHOLE

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HYDRANT

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GUY POLE

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UTILITY POLE

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PR. WATER MAIN

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PR. SANITARY SEWER

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SIGN

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LIGHT POLE

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OVERHEAD LINES

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EXISTING BURIED CABLES

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EXISTING GAS MAIN

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EX. R. Y. CATCH BASIN

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WALL TOP/BOTTOM ELEVATION

AutoCAD SHX Text 600.00

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AutoCAD SHX Text 600.00

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ENGINEERS

AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners

AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257

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1' WIDE CONCRETE RETAINING WALL (MIN. 3500PSI MIX)

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CONCRETE PAD (SEE DETAIL SHT C3)

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18" PER FOOT

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4X4 TREATED COLUMN DF #2 OR BETTER PER DETAIL 3/A303

AutoCAD SHX Text SIMPSON CPT44Z CONCEALED POST CONNECTOR w/Zmax FINISH.

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(2) " THREADED ROD ANCHORS 12" THREADED ROD ANCHORSEPOXY IN TO CONCRETE FOOTING USING HIGH STRENGTH ANCHORING EPOXY, TWO-COMPONENT, HIGH MODULUS. (QUIKRETE No.86201-31 OR EQUAL)

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CONTINUOUS EXPANSION MATERIAL AROUND FOOTING

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9" MIN

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TEMP FORM TO BE REMOVED

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NO SLOPE AT TOP OF FOOTING

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1' WIDE CONCRETE RETAINING WALL (MIN. 3500PSI MIX)

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CONCRETE PAD (SEE DETAIL SHT C3)

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18" PER FOOT

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4X4 TREATED COLUMN DF #2 OR BETTER

AutoCAD SHX Text SIMPSON CPT44Z CONCEALED POST CONNECTOR w/Zmax FINISH.

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(2) " THREADED ROD ANCHORS 12" THREADED ROD ANCHORSEPOXY IN TO CONCRETE FOOTING USING HIGH STRENGTH ANCHORING EPOXY, TWO-COMPONENT, HIGH MODULUS. (QUIKRETE No.86201-31 OR EQUAL)

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CONTINUOUS EXPANSION MATERIAL AROUND FOOTING

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9" MIN

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TEMP FORM TO BE REMOVED

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NO SLOPE AT TOP OF FOOTING

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PROPOSED CONCRETE PAVEMENT

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PROPOSED WOODEN DECK

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PROPOSED DECOMPOSED GRANITE WALK

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(SEE DETAIL SHEET L2)

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(SEE DETAIL SHEET C5)

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(SEE DETAIL SHEET C3)

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FLAGPOLE DETAIL

CONCRETE STAIRWAY DETAIL

CONCRETE RAMP DETAIL

WOOD SALLY DRIVE DETAIL

WOOD BIKE RACK DETAIL

SECTION A - A

PLAN VIEW

STORM OUTLET WITH GROUTED RIP-RAP

SECTION B - B

SECTION C - C

INLET STRUCTURE DETAIL

SALLY DRIVE SWING GATE DETAIL

PLAN VIEW SECTION

NEW HOSE HOUSE DETAIL

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ENGINEERS

AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners

AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257

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FIBERGLASS TUBING WITH UNIFORM TAPER

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FINIAL: CLEAR ANODIZED ALUMINUM BALL W/ FLUSH SEAM

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ONE (1) CAST ALUMINUM CLEAT WITH EXTERNAL HALYARD

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SPUN ALUMINUM FLASH COLLAR FINISHED TO MATCH POLE

AutoCAD SHX Text FOUNDATION SLEEVE FABRICATED FROM 16 GAUGE GALVANIZED CORRUGATED STEEL TUBE W/ 3/16" STEEL BASE AND SUPPORT PLATES, 3/4" DIA. X 18" LONG GROUND (LIGHTNING) SPIKE AND STEEL CENTERING WEDGES.

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CONCRETE FOOTING

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3' X 5' MAXIMUM FLAG SIZE

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AutoCAD SHX Text 12"

AutoCAD SHX Text 7"

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#4 EPOXY COATED @ 1'-0" O.C. (TYP)

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#4 EPOXY COATED @ 1'-0" O.C. (TYP)

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1/2" RADIUS (TYP)

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PR. 6" CONCRETE SIDEWALK

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PR. 1 1/2" OD SCH 80 BRUSHED ALUMINUM HANDRAIL PIPE (TYP)

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PR. AGGREGATE TRAIL LANDING

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36" HEIGHT TO TOP RAIL

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#4 EPOXY COATED HOOK BOLT STAIRWAY TO SIDEWALK @ 24" C-C (TYP)

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POURED IN PLACE CONCRETE STEPS (3500 PSI)

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INSTALL RAIL POST PER MANUFACTURER RECOMMENDATIONS

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PR BRUSHED ALUMINUM 4" DIA. COVER (TYP)

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#3 EPOXY COATED NOSING BAR (TYP)

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18" HEIGHT TO MID RAIL

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CONCRETE PAD

AutoCAD SHX Text PROPOSED 6' WIDE x 6'" THICK CONCRETE RAMP

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2" LIMESTONE FINES ON 4" 21AA AGG.

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AutoCAD SHX Text 1.0%

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AutoCAD SHX Text 21AA AGGREGATE w/FINES COMPACT TO 95%

AutoCAD SHX Text FAST SET CONCRETE COMPACT DRY MIX AROUND 4x4 POST

AutoCAD SHX Text 2x10 GC PTL SYP GRADE BOARD AFFIX TO GROUND BEAM w/16d GALV. NAILS

AutoCAD SHX Text 4x6 GC PTL SYP GRADE BEAM (TYPICAL OF 3)

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POST, RAIL AND PICKET WHERE SHOWN ON PLANS. REFER TO LANDSCAPE DETAILS

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1.5 FABRICATED HANDRAIL.REFER TO LANDSCAPE DETAILS

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TOPSOIL NATIVE TO SITE SEED/MULCH PER SPECIFICATION

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ADJACENT GRANITE PATHWAY MATERIAL

AutoCAD SHX Text 21AA AGGREGATE w/FINES COMPACTED TO 95%

AutoCAD SHX Text FAST SET CONCRETE COMPACT DRY MIX AROUND 4x4 POST

AutoCAD SHX Text 2x10 GC PTL SYP GRADE BOARD AFFIX TO GROUND BEAM w/16d GALV. NAILS

AutoCAD SHX Text 4x6 GC PTL SYP GRADE BEAM (TYPICAL OF 2)

AutoCAD SHX Text DIAG. CUT 4x4 GC PTL SYP AFFIX TO GRADE BOARD w/16d GALV. NAILS

AutoCAD SHX Text 4x6 GRADE BEAM

AutoCAD SHX Text 2x10 GRADE BOARDS

AutoCAD SHX Text 4x4 GC PTL SYP TERMINAL POSTS AT EACH END

AutoCAD SHX Text 2x4 AG PTL SYP TOP/BOTTOM RAILS AND STYLES. AFFIX w/10d GALV. NAILS

AutoCAD SHX Text 2x4 BOTTOM RAIL AFFIX TO GRADE BOARD w/10d GALV. NAILS

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CHAMFER TOP

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2' MIN.

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4" GROUT

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18" MIN.

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12" MIN.

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1' MIN.

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AutoCAD SHX Text 36"

AutoCAD SHX Text 24"

AutoCAD SHX Text 27"

AutoCAD SHX Text 30"

AutoCAD SHX Text 8' 0"

AutoCAD SHX Text 6' 0"

AutoCAD SHX Text 6' 6"

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AutoCAD SHX Text 6' 0"

AutoCAD SHX Text 4' 6"

AutoCAD SHX Text 5' 0"

AutoCAD SHX Text 5' 6"

AutoCAD SHX Text 10' 9"

AutoCAD SHX Text 8' 6"

AutoCAD SHX Text 9' 0"

AutoCAD SHX Text 9' 6"

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AutoCAD SHX Text "E"

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AutoCAD SHX Text 12"

AutoCAD SHX Text 15"

AutoCAD SHX Text 18"

AutoCAD SHX Text 21"

AutoCAD SHX Text "D"

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AutoCAD SHX Text 5' 6"

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AutoCAD SHX Text "F"

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AutoCAD SHX Text 3' 6"

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AutoCAD SHX Text 6' 6"

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GEOTEXTILE FABRIC

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GEOTEXTILE FABRIC

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2500 P.S.I. MIN.

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GEOTEXTILE FABRIC

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8" MIN. STONE SIZE

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PIPE DIA.

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EJIW COVER #6121N DROP-IN GRATE OR EQUAL PER PLAN

AutoCAD SHX Text 24" DIA. CLASS 2 CONCRETE PIPE PLACED VERTICALLY GROUT OUTLET PIPE OR 24" DIA. CORRUGATED HDPE DUAL-WALL PIPE PLACED VERTICALLY WRAP OUTLET PIPE WITH SILT TIGHT FABRIC

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6" DEEP STONE BASE

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12" MIN. SUMP

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VARIES

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DIA.

AutoCAD SHX Text 8"

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AutoCAD SHX Text 4x4 GC PTL SYP END POST PER PICKET DETAIL

AutoCAD SHX Text 6"x2" HEAVY DUTY RUBBER WHEEL SPRING GATE CASTER

AutoCAD SHX Text 1x4 WOOD PICKETS AFFIXED TO FACE FRAME

AutoCAD SHX Text 2x4 VERTICAL FACE FRAME WITH REINF. MEMBERS AS SHOWN

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PROVIDE PADLOCKABLE GALV. HASP ON WEST SIDE ON INSIDE OF SWING GATE

AutoCAD SHX Text 1.5"x2" WOOD HORIZONTAL REINF. MEMBERS BEHIND FACE FRAME

AutoCAD SHX Text FACE MOUNT 90° OPENINGGALV. STEEL GATE HINGE WITH SEALED BEARINGS ON INSIDE OF GATE

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PROVIDE WIDTH TO ACCOMMODATE GATE OPERATION

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4X4 PTL CORNER POSTS

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2X4 PTL HORIZONTAL SUPPORTS

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34" T-111 SIDING (SMOOTH) PAINTED WHITE

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T-111 SIDING HINGED ACCESS DOOR

AutoCAD SHX Text 34" HOSE BIBB CONNECTION ON PE RISER AFFIXED TO 4x4 POST

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SMALL CEDAR SHAKE SHINGLES ON ROOF MEMBRANE

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58" PLYWOOD

AutoCAD SHX Text 3/4" x 1.5" TRIM BOARD (PAINTED WHITE)

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4X4 PTL CORNER POSTS

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(2) 1"x3" GALVANIZED HINGES (180° OPEN)

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(1) GALVANIZED LOCKABLE HASP

T-111 SIDING HINGED ACCESS DOOR

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1" = 10'

SOIL EROSION CONTROL

SOIL EROSION NOTE

S.E.S.C. TEMPORARY AND PERMANENT MEASURE LEGEND

CONSTRUCTION SEQUENCE / TIMING SCHEDULE

SILTFENCE DETAIL

SECTION VIEW ELEVATION VIEW

HIGH VELOCITY STRAW MULCH EROSION BLANKET

2.4.

3B.

3A.

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ENGINEERS

AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners

AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257

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AutoCAD SHX Text CUTTING, FILLING AND GRADING SHALL BE MINIMIZED AND THE NATURAL TOPOGRAPHY OF THE SITE SHALL BE PRESERVED TO THE MAXIMUM POSSIBLE EXTENT, EXCEPT WHERE SPECIFIC FINDINGS DEMONSTRATE THAT MAJOR ALTERATIONS WILL STILL MEET THE PURPOSES AND REQUIREMENTS OF THIS ORDINANCE. DEVELOPMENT SHALL BE STAGED TO KEEP THE EXPOSED AREAS OF SOIL AS SMALL AS PRACTICABLE. SEDIMENT RESULTING FROM ACCELERATED SOIL EROSION SHALL BE REMOVES FROM RUNOFF WATER BEFORE THAT WATER LEAVES THE SITE. TEMPORARY AND PERMANENT SOIL EROSION CONTROL MEASURES DESIGNED AND CONSTRUCTED FOR THE CONVEYANCE OF WATER AROUND, THROUGH, OR AWAY FROM THE SITE SHALL BE DESIGNED TO LIMIT THE WATER FLOW TO A NON-EROSIVE VELOCITY. TEMPORARY SOIL EROSION CONTROL MEASURES SHALL BE REMOVED AFTER PERMANENT SOIL EROSION CONTROL MEASURES HAVE BEEN IMPLEMENTED. ALL SITES SHALL BE STABILIZED WITH PERMANENT SOIL EROSION CONTROL MEASURES. WHEN IT IS NOT POSSIBLE TO PERMANENTLY STABILIZE A DISTURBED AREA AFTER AN EARTH CHANGE HAS BEEN COMPLETED OR WHEN SIGNIFICANT EARTH CHANGE ACTIVITY CEASES, TEMPORARY SOIL EROSION CONTROL MEASURES SHALL BE INSTALLED. PERMANENT EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES, OR ANY DISTURBED LAND AREA SHALL BE COMPLETED WITHIN 15 (FIFTEEN) CALENDAR DAYS AFTER FINAL GRADING OR THE FINAL EARTH CHANGE HAS BEEN COMPLETED. ALL TEMPORARY SOIL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL PERMANENT SOIL EROSION CONTROL MEASURES ARE IMPLEMENTED. VEGETATED BUFFER STRIPS SHALL BE CREATED OR RETAINED ALONG THE EDGES OF ALL LAKES, PONDS, CREEKS, STREAMS, OTHER WATERCOURSES, OR WETLANDS. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL RECEIVE REGULAR MAINTENANCE TO ASSURE PROPER FUNCTIONING. ALL GRADING PLANS AND SPECIFICATIONS, INCLUDING EXTENSIONS OF PREVIOUSLY APPROVED PLANS, SHALL INCLUDE PROVISIONS FOR EROSION AND SEDIMENT CONTROL IN ACCORDANCE WITH, BUT NOT LIMITED TO, THE STANDARDS CONTAINED IN THE "STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL", PUBLISHED BY THE OAKLAND SOIL CONSERVATION DISTRICT.

AutoCAD SHX Text ALL WORK UNDER THIS CONTRACT MUST MEET THE STORM WATER MANAGEMENT REQUIREMENTS OF THE PROJECT AND COMPLY WITH THE APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL (SESC) RULES AND REGULATIONS (SOIL EROSION AND SEDIMENTATION CONTROL 1994 PA 451, PART 91, AS AMENDED, MCL 324.9101) AND SPECIFIC PROVISIONS AND REGULATIONS FOR SAME WITHIN THE CONTRACT DOCUMENTS. THE DEPARTMENT OF MANAGEMENT AND BUDGET, FACILITIES ADMINISTRATION, AN AUTHORIZED PUBLIC AGENCY (APA), HAS PROMULGATED STANDARD PROCEDURES AND SPECIFICATIONS FOR EROSION CONTROL THAT SHALL BE CONSIDERED A PART OF THE CONTRACT DOCUMENTS. SESC MEASURES WILL BE MONITORED AND ENFORCED BY FACILITIES ADMINISTRATION THROUGH THE REVIEW OF THE CONTRACTOR'S IMPLEMENTATION PLANS AND SITE INSPECTIONS. FACILITIES ADMINISTRATION OR THE PROFESSIONAL WILL NOTIFY THE CONTRACTOR IN WRITING OF ANY VIOLATIONS OF THE APPLICABLE SESC STATUTES AND / OR THE CORRECTIVE ACTIONS UNDERTAKEN BY THE OWNER AND MAY ISSUE STOP WORK ORDERS. FACILITIES ADMINISTRATION HAS THE RIGHT TO ASSESS A FINE TO THE CONTRACTOR FOR NONCOMPLIANCE WITH THE PROVISIONS OF THE CONTRACT DOCUMENTS AND / OR SESC REGULATIONS APPLICABLE TO THIS WORK AND FINES SHALL BE IN ADDITION TO ANY REMEDIATION COSTS OR LIQUIDATED DAMAGES APPLICABLE TO THE PROJECT AND MAY EXCEED THE VALUE OF THE CONTRACT.

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PLAN SYMBOL

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KEY #

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DESCRIPTION

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NOTES

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PERMANENT SEEDING

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SILT FENCE

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HIGH VELOCITY MULCH BLANKET

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REFER TO SILT FENCE DETAIL THIS SHEET

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AREA OF "HYDRO-MULCH" OPERATION OR TOPSOIL/SEED/MULCH PER SPEC.

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REFER TO "HIGH VELOCITY STRAW MULCH EROSION BLANKET" DETAIL THIS SHEET.

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5. COMPLETE ALL BUILDING CONSTRUCTION, LANDSCAPE ACTIVITY AND SITE RESTORATION.

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3. STRIP AND STOCK PILE OR REMOVE TOPSOIL PER PLAN

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1. INSTALL SILT FABRIC FENCING AND TEMP. CONSTRUCTION ACCESS PER PLAN.

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6. COMPLETE PERMANENT SEEDING (BEGIN MAINTENANCE PERIOD).

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4. COMMENCE MASS GRADING OF SITE.

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2. CONDUCT DEMOLITION AND SITE CLEARING AS REQUIRED PER PLAN.

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DATE

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ANTICIPATED

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(TO BE COMPLETED BY CONTRACTOR)

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7. REMOVE ALL TEMPORARY SOIL EROSION MEASURES.

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1' MIN.

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6'' ANCHOR TRENCH

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SPACING 6' MAX.

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SUPPORT FENCE

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1' MIN.

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GEOTEXTILE FILTER FABRIC

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FASTENED ON UPHILL SIDE,

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TOWARDS EARTH DISRUPTION

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RIDGE OF COMPACTED

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EARTH ON UPHILL SIDE

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OF FILTER FABRIC

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SHEET FLOW

AutoCAD SHX Text 6" x 6"

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ANCHOR TRENCH

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UNDISTURBED

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VEGATATION

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FENCE POSTS DRIVEN

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INTO GROUND 1' MIN.

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UNDISTURBED VEGETATION

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AutoCAD SHX Text INSTALLATION BEST PRACTICES 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, APPLICATION OF SEED, FERTILIZER, AND MULCH. PREPARE SOIL BEFORE INSTALLING BLANKETS, APPLICATION OF SEED, FERTILIZER, AND MULCH. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DP X 6" W TRENCH WITH BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DP X 6" W TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12"APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE MANUFACTURERS STAPLE PATTERN IN APPROPRIATE LOCATIONS AS SHOWN IN THE MANUFACTURERS STAPLE PATTERN IN APPROPRIATE LOCATIONS AS SHOWN IN THE MANUFACTURERS STAPLE PATTERN GUIDE. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" OVERLAP DEPENDING ON THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE BLANKET WIDTH. NOTES: 1. *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. 2. FOR USE IN AREAS WHERE SLOPE EXCEEDS 1H:5V.FOR USE IN AREAS WHERE SLOPE EXCEEDS 1H:5V.

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RESTORE IRRIGATION TRENCH WITH TOPSOIL/SEED/MULCH

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GRAVEL ACCESS PATH

PERMANENT AGGREGATE SURFACE

TYPICAL SEED LAWN AREAS

KEY LEGEND

3" DEPTH DOUBLE SHREDDED HARDWOOD BARK MULCH

3/16" X 6" STEEL EDGING W/ BLACK POWDER COAT FINISH

GENERAL LANDSCAPE NOTES

1. LANDSCAPE CONTRACTOR SHALL VISIT SITE, INSPECT EXISTING CONDITIONS

AND REVIEW PROPOSED PLANTING AND RELATED WORK. IN CASE OF

DISCREPANCY BETWEEN PLAN AND PLANT LIST, THE PLAN SHALL

GOVERN QUANTITIES. CONTACT THE LANDSCAPE ARCHITECT WITH ANY

CONCERNS.

2. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL ON-SITE UTILITIES

PRIOR TO BEGINNING CONSTRUCTION ON HIS/HER PHASE OF WORK. ANY

DAMAGE OR INTERUPTION OF SERVICES SHALL BE THE RESPONSIBILITY

OF THE CONTRACTOR.

3. THE CONTRACTOR SHALL COORDINATE ALL RELATED ACTIVITIES WITH

OTHER TRADES, AND SHALL REPORT ANY UNACCEPTACBLE SITE CONDITIONS

TO THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT.

4. PLANTS SHALL BE FULL, WELL-BRANCHED, AND IN HEALTHY VIGOROUS

GROWING CONDITION.

5. PLANTS SHALL BE WATERED BEFORE AND AFTER PLANTING IS COMPLETE.

6. ALL TREES MUST BE STAKED, FERTILIZED AND MULCHED AND SHALL BE

GUARANTEED TO EXHIBIT A NORMAL GROWTH CYCLE FOR AT LEAST ONE (1)

YEAR FOLLOWING PLANTING.

7. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED IN THE MOST

RECENT EDITION OF THE "AMERICAN STANDARDS FOR NURSERY STOCK".

8. CONTRACTOR WILL SUPPLY FINISHED GRADE AND EXCAVATE AS NECESSARY TO

SUPPLY PLANT MIX DEPTH IN ALL PLANTING BEDS AS INDICATED IN PLANT DETAILS

AND A DEPTH OF 3" IN ALL LAWN AREAS.

9. PROVIDE CLEAN BACKFILL SOIL, USING MATERIAL STOCKPILED ON-SITE. SOIL

SHALL BE SCREENED AND FREE OF DEBRIS, FOREIGN MATERIAL, AND STONE.

10. SLOW-RELEASE FERTILIZER SHALL BE ADDED TO THE PLANT PITS BEFORE

BEING BACKFILLED. APPLICATION SHALL BE AT THE MANUFACTURERS RECOMMENDED

RATES.

11. AMENDED PLANT MIX (PREPARED TOPSOIL) SHALL CONSIST OF 1/3 SCREENED TOPSOIL,

1/3 SAND, AND 1/3 COMPOSTED MANURE (DAIRY DOO OR EQUAL), MIXED WELL AND

SPREAD TO A DEPTH AS INDICATED IN PLANTING DETAILS.

12. ALL PLANTINGS SHALL BE MULCHED WITH SHREDDED HARDWOOD BARK, SPREAD TO

A DEPTH OF 3" FOR TREES AND SHRUBS, AND 2" ON ANNUALS, PERENNIALS, AND

GROUNDCOVER PLANTINGS. MULCH SHALL BE FREE FROM DEBRIS AND FOREIGN

MATERIAL, AND PIECES ON INCONSISTENT SIZE.

13. NO SUBSTITUTIONS OR CHANGES OF LOCATION, OR PLANT TYPE SHALL BE MADE

WITHOUT THE APPROVAL OF THE LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE.

14. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES BETWEEN

THE PLANS AND FIELD CONDITIONS PRIOR TO INSTALLATION.

15. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL PLANT

MATERIAL IN A VERTICAL CONDITION THROUGHOUT THE GUARANTEED PERIOD.

16. THE LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE SHALL HAVE THE RIGHT

TO REJECT ANY WORK OR MATERIAL THAT DOES NOT MEET THE REQUIREMENTS OF

THE PLANS AND/OR SPECIFICATIONS.

17. THE LANDSCAPE CONTRACTOR SHALL SEED AND MULCH OR SOD (AS INDICATED ON

PLANS) ALL AREAS DESIGNATED AS SUCH ON THE PLANS, THROUGHOUT THE CONTRACT

LIMITS. FURTHER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING AREAS

DISTURBED DURING CONSTRUCTION, NOT IN THE CONTRACT LIMITS, TO EQUAL OR

GREATER CONDITION.

18. ALL LANDSCAPE AREAS SHALL HAVE PROPER DRAINAGE THAT PREVENTS EXCESSIVE

WATER FROM PONDING ON LAWN AREAS OR AROUND TREES AND SHRUBS.

PLANT SCHEDULE

QTYKEY BOTANICAL/COMMON NAME SIZE SPACING ROOT COMMENT

SHRUBS

IG 29 Gem Box Holly Ilex glabra 'Gem Box' 3 GAL CONT30" OC

GROUNDCOVERS/PERENNIALS

Cheyenne Spirit Coneflower Echinacea purpurea 'Cheyenne Spirit'EP 22 CONT12" OC2 GAL WELL-ROOTED

MAINTAIN AS HEDGE

Prairie Dropseed Sporobolus heterolepisSH 8 CONT18" OC2 GAL WELL-ROOTED

GENERAL SEED NOTE:

ALL LAWN AREAS DESIGNATED TO BE SEEDED, SHALL BE SLIT-SEEDED, OR

DROP-SEEDED WITH SPECIFIED BLENDS, AND STABILIZED WITH CLEAN STRAW MULCH.

IN AREAS SUBJECT TO EROSION, SEEDED LAWN SHALL BE FURTHER STABILIZED WHERE

NECESSARY WITH BIODEGRADABLE EROSION BLANKET AND STAKED UNTIL ESTABLISHED.

ALL SEEDING ON BARE SOIL SHALL BE APPLIED ON RAKED 3" TOPSOIL, MULCHED AND

SHALL BE KEPT MOIST AND WATERED DAILY UNTIL ESTABLISHED.

SEEDING TO REPAIR DISTURBED AREAS SHALL OCCUR OVER EXISTING NATIVE SOIL,

RAKED LEVEL, AND MULCHED PER APPROVED METHODS.

SEEDING INSTALLATION SHALL OCCUR ONLY:

SPRING: APRIL1 TO JUNE1

FALL: AUGUST 15 TO OCTOBER 15

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- 5

-0 2-

1" = 10'

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P L

A N

15-IG

14-IG

22-EP

8-SH

6' WIDE, 3" STABILIZED DECOMPOSED GRANITE PATHWAY,

COLOR TO BE SALT AND PEPPER GRANITE

ALL LAWN AREAS DESIGNATED TO BE SEEDED SHALL BE DONE SO

WITH CARE FREE FESCUE SEED MIX, AT A RATE OF 8 LBS/1,000 S.F.

SEED AVAILABLE FROM:

LACROSSE SEED

T: 800-356-SEED

* MIX IS COMPRISED OF:

35% CREEPING RED FESCUE

CARE FREE SLOPE MIX:

25% CHEWINGS FESCUE

15% SHEEP FESCUE

25% HARD FESCUE

5 SIGNAGE TO BE HANDLED BY PARK STAFF

5 5

RESTORATION AREA BY OTHERS

6 FIBERGLASS FLAGPOLE, 20' HIGH

7 EXISTING BENCHES TO BE SALVAGED, STORED AND PLACED

BY PARK STAFF UPON COMPLETION OF SITEWORK

EXISTING HISTORICAL

MARKER SIGN TO BE

RELOCATED AS SHOWN

BY OTHERS

EXISTING INFORMATIONAL

KIOSK TO BE RELOCATED AS

SHOWN BY OTHERS

8 RELOCATED WATER SPIGOT AND HOSE STORAGE

(2'x2'x2' WEATHERPROOF BOX W/ COVER)

9 WOOD PLANK DECKING ON SALLY PORT DRIVE TO BE

REPLACED PER CIVIL DWGS

10 NEW BIKE RACK TO BE CONSTRUCTED IN LOCATION AS

SHOWN

-0

- 9

ITS

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TIO

-2

- 9

LIMITS OF CONSTRUCTION

EXISTING PAVEMENT

TO BE REMOVED AND

RESTORED WITH TOPSOIL

AND SEED, TYPICAL

G O

A1 L2

A7 L2

A3 L2

A2 L2

A5 L2

A4 L2

A6 L2

-0

O R

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ENGINEERS

AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners

AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257

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3' -6

4' MAX.

14"

1 2"

1- 1/

M A

' C

A R

3' -6

1- 1/

8' O

2.50' 2.50' 7.50'

5.00'

7.00'

10.00'

7.38'

10.00'

12"

V A

G P

SHALL BE NATURAL IN COLOR.

HARDWOOD BARK MULCH. MULCH

MULCH 3" DEPTH W/ SHREDDED

1/3 OF ROOTBALL.

FOLD DOWN ALL BURLAP FROM TOP

REMOVE ALL NON-BIODEGRADABLE

NTS

HEDGE PLANTING DETAIL

UND…

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File details come from the government source that posted it. Updated Jun 4, 2025.