26 0930 WDS Shoreline CD Drawings.pdf

PDF 4 MB Posted Oct 26, 2026

Attached to: WDS Bond Proposal Phase 1- Ealy, Middle School, Shoreline
Solicitation number: RFP WDS 270000000188 1
Issued by: Michigan

About this file

Written by GovTribe AI · Oct 29, 2026

This file comprises construction drawings for a shoreline improvement project at Shoreline Elementary School in Whitehall District Schools located at 205 Market Street, Whitehall, Michigan 49461, prepared by Troyer Group (Project No. 26.007). The drawings are issued for construction documents as of September 30, 2026, and include a comprehensive site plan with sheets covering existing conditions, demolition and sediment/erosion control, site layout, grading, landscape improvements, and construction details. The project involves approximately 5,630 square feet of demolition including concrete sidewalk, curb, and aggregate base removal; tree removal and marking for field verification; sawcutting and removal of full-depth curb and gutter; and asphalt pavement removal. The site plan includes new concrete sidewalks and curbs, an expanded ADA parking area with restriping and signage at the east entrance, landscape beds totaling 3,400 square feet with 1,000 Little Bluestem plants in 3-inch pots spaced 24 inches on center, and approximately 4,200 square feet of hydroseeded disturbed areas. Roadway painting specifications include "Buses Only," "Do Not Enter," and "One Way" markings, plus surface-mounted safety bollards. The drawings establish a minimum compaction requirement of 95 percent Standard Proctor Density for structural areas and specify a lawn seed mix of 40 percent Kentucky bluegrass, 20 percent creeping red fescue, 20 percent annual ryegrass, and 20 percent perennial ryegrass at a rate of 5–6 pounds per 1,000 square feet.

Site Alternate 1 provides the option for seal coating and restriping the existing parking lot and bus drop-off lane totaling approximately 79,550 square feet, including crack sealing and surface cleaning prior to seal coating and restriping with white acrylic roadway paint to match the existing layout. The drawings emphasize contractor responsibilities for utility location through Michigan 811, field verification of existing conditions and elevations, daily disposal of removed materials, protection of existing conditions not marked for demolition, and establishment of turfgrass to 80 percent coverage during the establishment period. Grading operations must comply with local, state, and federal regulations; topsoil testing requirements specify a pH range of 6.0 to 7.0 with amendments incorporated into the top 4 inches of soil. All disturbed areas must be stabilized with seed, mulch, or approved methods within 7 days of achieving final grade. The project is subject to Part 91 of Michigan's Natural Resources Protection Act for sediment and erosion control requirements and includes inlet protection measures with inspection and maintenance protocols requiring weekly inspections and inspections within 24 hours of rain events exceeding 12 inches.

View the file

Other files

File	Type	Posted
26 0930 WDS Phase 1 - Project Manual_Part1.pdf	PDF	Oct 26, 2026
Ealy Site Logistics Plan.pdf	PDF	Oct 26, 2026
WDS Middle School Logistics Plan.pdf	PDF	Oct 26, 2026
26 0930 WDS Phase 1 - Project Manual_Part3.pdf	PDF	Oct 26, 2026
20261021 Clark Construction Project Manual.pdf	PDF	Oct 26, 2026
26 0930 WDS Ealy CD Drawings.pdf	PDF	Oct 26, 2026
20261021 Phase 1 Project Schedule.pdf	PDF	Oct 26, 2026
Shoreline Logistics Plan.pdf	PDF	Oct 26, 2026
26 0930 WDS MS CD Drawings.pdf	PDF	Oct 26, 2026
26 0930 WDS Phase 1 - Project Manual_Part2.pdf	PDF	Oct 26, 2026

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SHEET NUMBER

SHEET NAME

REVISIONS

ISSUE DATE

SHEET SIZE

30 x 42

S h o re lin e

E le m e n ta ry

W h it e h a ll D is tr ic t

S c h o o ls

M a rk e t

S t, W h it e h a ll M

PROJECT NO. 26.007

G001

COVER SHEET

205 Market St, Whitehall, MI 49461

ISSUED FOR: CONSTRUCTION DOCUMENTS

Shoreline Elementary Whitehall District Schools

9.30.2026

SHEET LIST

SHEET # SHEET NAME

GENERAL

G001 COVER SHEET

LANDSCAPE

L000 EXISTING CONDITIONS PLAN

L001 DEMOLITION, SEDIMENT & EROSION CONTROL PLAN

L002 SITE PLAN

L003 GRADING PLAN

L004 LANDSCAPE PLAN

L005 DETAILS SHEET

SYM DATE ISSUED FOR

30" FLES INV = 626.69

CB #1006

6' DIA PRECAST

RIM = 630.62

30" CPP INV NE=626.15

30" CPP INV SW=626.15

STMH #1036

6' DIA PRECAST

RIM = 630.96

30" CPP INV NE=626.05

30" CPP INV S=626.05

15" CPP INV NW=626.10

CB #1022

4' DIA PRECAST

RIM = 630.51

15" CPP INV SE=626.20

12" RCP INV NW=626.25

CB #1079

6' DIA PRECAST

RIM = 631.03

30" CPP INV N=625.70

30" CPP INV SW=625.70

24" CPP INV SE=625.85

CB #1236

6' DIA PRECAST

RIM = 630.14

30" CPP INV NE=624.85

30" CPP INV SW=624.85

24" CPP INV N=624.90

CB #1104

4' DIA PRECAST

RIM = 630.16

24" CPP INV S=625.15

CB #1592

6' DIA PRECAST

RIM = 631.68

30" CPP INV NE=624.55

30" CPP INV S=624.55

CB #1522

6' DIA PRECAST

RIM = 632.05

30" CPP INV N=624.45

30" CPP INV S=624.45

SMH #1907

4' DIA PRECAST

RIM = 631.42

10" PVC INV W=621.50

10" PVC INV N=621.60

10" PVC INV S=621.60

STMH #1908

4' DIA PRECAST

RIM = 631.40

12" RCP INV W=624.05

12" RCP INV S=624.05

CB #2082

2' DIA BLOCK

RIM = 628.28

12" RCP INV N=625.80

12" RCP INV W=625.80

CB #2078

2' DIA BLOCK

RIM = 628.31

12" RCP INV E=625.90

N. LINE, SW 1/4, NE 1/4, SEC. 33, T12N, R17W

S. R/W LINE, MARKET STREET

/W L

E, D

N S

W . L

E, N E

1/ 4, S

. 3 3, T

N , R

W . R

/W L

E, D

N S

STAFF PARKING LOT

BUS DROPOFF

SHORELINE ELEMENTARY

SCHOOL BUILDING

NORTH

00 20' 40'

SURVEY PROVIDED BY PREIN & NEWHOF

MUSKEGON OFFICE:

4910 STARIHA DRIVE

MUSKEGON, MI 49441

T. 231-798-0101

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§ROhECT NOׁׄ׀ٌ׆ׂ خ

EåISTINJ CONDITIONS

§LAN

׆ׂ׀ׂخ׀׃خ

NOTE:

TROYER GROUP IS NOT RESPONSIBLE FOR THE ACCURACY OF THE EXISTING CONDITIONS PLAN. ERRORS OR OMISSIONS FROM THE SURVEY, CHANGES TO THE PROJECT SITE AFTER THE SURVEY WAS PERFORMED, OR OTHER FACTORS MAY CONTRIBUTE TO THE DISCREPANCIES BETWEEN THIS PLAN AND JOB SITE CONDITIONS. IT IS THE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE

CURRENT EXISTING CONDITIONS PRIOR TO BIDDING THE PROJECT.

DISCLAIMER:

ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THE DRAWINGS ARE OWNED BY AND ARE THE PROPERTY OF TROYER GROUP AND ARE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIC PROJECT. NONE OF THE IDEAS, DESIGNS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF THE OF THE TROYER GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.

CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND SHALL NOTIFY THIS OFFICE OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS ON THE JOB AND SHALL NOTIFY THIS OFFICE OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. IF THERE ARE DISCREPANCIES BETWEEN ANY ELECTRONIC

FILE AND THE ORIGINAL, THE SEALED ORIGINAL SHALL GOVERN.

CD ڭ׀׀ׁ

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

SHEET NAME

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

ISSUE DATE

AutoCAD SHX Text MICHAEL REESE LANDSCAPE ARCHITECT No. 3901001713

AutoCAD SHX Text L000

Adjacent Roadway

Geotextile Fabric Metal Basket

Existing or New Inlet

INSPECTION:

1. Inspect Weekly And Within 24

Hours After A 12" Or More Rain Event.

2. Look For Damage, Clogs Or Ineffective Protection.

3. Make Sure Stormwater Is Not By Passing Or Undercutting Any Type Of Inlet Protection.

MAINTENANCE:

1. Remove Sediment After Each

Storm Event.

2. If Measure Is Repeatedly

Damaged Or Clogged, Consider Additional Erosion And Sediment Control Measurers Upstream As Part Of The Treatment Train.

3. Cleaning By Flushing With Water Is Not Allowed.

4. Only Rain Goes Down The Drain.

Curb Inlet

30" FLES INV = 626.69

CB #1006

6' DIA PRECAST

RIM = 630.62

30" CPP INV NE=626.15

30" CPP INV SW=626.15

STMH #1036

6' DIA PRECAST

RIM = 630.96

30" CPP INV NE=626.05

30" CPP INV S=626.05

15" CPP INV NW=626.10

CB #1022

4' DIA PRECAST

RIM = 630.51

15" CPP INV SE=626.20

12" RCP INV NW=626.25

CB #1079

6' DIA PRECAST

RIM = 631.03

30" CPP INV N=625.70

30" CPP INV SW=625.70

24" CPP INV SE=625.85

CB #1236

6' DIA PRECAST

RIM = 630.14

30" CPP INV NE=624.85

30" CPP INV SW=624.85

24" CPP INV N=624.90

CB #1104

4' DIA PRECAST

RIM = 630.16

24" CPP INV S=625.15

CB #1592

6' DIA PRECAST

RIM = 631.68

30" CPP INV NE=624.55

30" CPP INV S=624.55

CB #1522

6' DIA PRECAST

RIM = 632.05

30" CPP INV N=624.45

30" CPP INV S=624.45

SMH #1907

4' DIA PRECAST

RIM = 631.42

10" PVC INV W=621.50

10" PVC INV N=621.60

10" PVC INV S=621.60

STMH #1908

4' DIA PRECAST

RIM = 631.40

12" RCP INV W=624.05

12" RCP INV S=624.05

CB #2082

2' DIA BLOCK

RIM = 628.28

12" RCP INV N=625.80

12" RCP INV W=625.80

CB #2078

2' DIA BLOCK

RIM = 628.31

12" RCP INV E=625.90

N. LINE, SW 1/4, NE 1/4, SEC. 33, T12N, R17W

S. R/W LINE, MARKET STREET

/W L

E, D

N S

W . L

E, N E

1/ 4, S

. 3 3, T

N , R

W . R

/W L

E, D

N S

STAFF PARKING LOT

BUS DROPOFF

SHORELINE ELEMENTARY

SCHOOL BUILDING

'-0

R3 5'-

R5 0'

-0

76'-0" 22 '-6

'-6

Filter Sock With Weighted 30lbs. Gravel or Sand Bags At Ends And At 3' Spacing

Flow Flow

Flow

2' (M in

Ov er la p

NOTES:

1. Fiber Roll May Be Substituted For

Filter Sock.

2. Filter Sock Shall Be Secured To

Prevent Movement And Undercutting As Shown Or In Accordance With The Manufacturer's Instructions.

3. Inlet Protection Shall Be Inspected, at a Minimum Once Every Seven Days And After Each Storm Event.

4. Sediment And Gravel Deposited On Roadways Shall Be Removed Once Identified After Each Storm Event.

5. Inlet Protection Shall Be Removed After The Surrounding Area Becomes Stable.

6. Inlet Protection Shall Be Used Within A Lane Or Sholder Only When Closed To Traffic. Inlet Protection Shall Not Cause Water To Encroach Upon A Lane Open To Traffic.

Drain Inlet

NORTHNORTH

DEMOLITION KEYNOTES

Sawcut And Remove Concrete Sidewalk, Curb, and Aggregate Base. Haul and Dump.

Remove And Dispose of Concrete Parking Stops And Anchor Bars.

Remove Trees and Thicket, Mark Trees For Removal and Field Verify With Landscape Architect Prior to Removal. Remove Topsoil And Subsoil to Meet Finish Subgrades, Remove All Root Mass.

Mark Trees For Removal And Field Verify With Landscape Architect Prior To Removal

(TYP. of 24)

5,630 SQ FT

83 Sawcut and Remove Full Depth Concrete Curb. Haul and Dump.

Center Demolition On Main Walk To School Building

'-0

20'-0"

10'-0"

53'-8 3 4 "

(92.25 LF)

6' -0

73'-6"

84 Sawcut and Remove Full Depth Curb & Gutter. Haul and Dump

SESC KEYNOTES

Inlet Protection Pavement. See Detail "A - INLET PROTECTION PAVEMENT" Below on This Sheet.

Curb Inlet Protection. See Detail "B - CURB INLET PROTECTION" Below on This Sheet.

00 20' 40'

Refer To General Note #2

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§ROhECT NOׁׄ׀ٌ׆ׂ خ

DEMOLITIONة

SEDIMENT ۋ EROSION

CONTROL §LAN

NTS

INLET PROTECTION PAVEMENTA

NTS

ROADWAY INLET PROTECTION B

GENERAL NOTES

1. Contractor shall call Michigan 811 or 800-482-7171 to locate utılıtıes before any excavatıon work.

2. All edges of dısturbed pavement to be sawcut to create clean, straıght lınes between exıstıng and new pavement.

3. Protect exıstıng condıtıons, ıncludıng pavement, not marked for demolıtıon.

4. Fıeld verıfy all exıstıng condıtıons.

5. Dıspose of removed materıals on a contınuous and daıly basıs as needed. an accumulatıon of trash debrıs wıll not be permıtted.

6. Repaır and/or replace any exıstıng materıals or surfaces to remaın that become damaged due to constructıon operatıons.

7. Contractor shall remove any hardscape elements not ındıcated ın survey that conflıcts wıth new ımprovements, aftwe approval by Landscape Architect.

8. Contractor Must Have Permit for Curb Cut From City of Whitehall Prior to Construction.

9. Contractor to Replace Areas of Demo Not Marked for Proposed Improvements With Topsoil and Seed. Refer to Seeding Notes on Landscape Plan Sheet.

58'-3"

'-0

C Conform to All SESC Requirements Governed by Part 91 of the Natural Resources Protection Act

׆ׂ׀ׂخ׀׃خ

CD ڭ׀׀ׁ

R300.0000

8' -0

185'-101 4"

Sawcut & Remove Full Depth of Asphalt Pavement and Aggregate. Haul and Dump.

85 Protect and Retain Existing Signs

Protect Existing Overhead Wires.

Maintain Required Clearances During Demolition and Construction.

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

SHEET NAME

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

ISSUE DATE

AutoCAD SHX Text MICHAEL REESE LANDSCAPE ARCHITECT No. 3901001713

L001

20'-0" TYP

9'- 0"

OF 4

A S

D TY

OF 2

DAR

D SP

5'- 0"

P O

F 3

'-0

CB #1006

6' DIA PRECAST

RIM = 630.62

30" CPP INV NE=626.15

30" CPP INV SW=626.15

STMH #1036

6' DIA PRECAST

RIM = 630.96

30" CPP INV NE=626.05

30" CPP INV S=626.05

15" CPP INV NW=626.10

CB #1022

4' DIA PRECAST

RIM = 630.51

15" CPP INV SE=626.20

12" RCP INV NW=626.25

CB #1079

6' DIA PRECAST

RIM = 631.03

30" CPP INV N=625.70

30" CPP INV SW=625.70

24" CPP INV SE=625.85

CB #1236

6' DIA PRECAST

RIM = 630.14

30" CPP INV NE=624.85

30" CPP INV SW=624.85

24" CPP INV N=624.90

CB #1104

4' DIA PRECAST

RIM = 630.16

24" CPP INV S=625.15

CB #1592

6' DIA PRECAST

RIM = 631.68

30" CPP INV NE=624.55

30" CPP INV S=624.55

CB #1522

6' DIA PRECAST

RIM = 632.05

30" CPP INV N=624.45

30" CPP INV S=624.45

SMH #1907

4' DIA PRECAST

RIM = 631.42

10" PVC INV W=621.50

10" PVC INV N=621.60

10" PVC INV S=621.60

STMH #1908

4' DIA PRECAST

RIM = 631.40

12" RCP INV W=624.05

12" RCP INV S=624.05

CB #2082

2' DIA BLOCK

RIM = 628.28

12" RCP INV N=625.80

12" RCP INV W=625.80

CB #2078

2' DIA BLOCK

RIM = 628.31

12" RCP INV E=625.90

N. LINE, SW 1/4, NE 1/4, SEC. 33, T12N, R17W

S. R/W LINE, MARKET STREET

/W L

E, D

N S

W . L

E, N E

1/ 4, S

. 3 3, T

N , R

W . R

/W L

E, D

N S

STAFF PARKING LOT

BUS DROPOFF

SHORELINE ELEMENTARY

SCHOOL BUILDING

B U

S E

S O

D O

N O

T E

N T

E R

ONE WAY56

'-1

'-0

" O .C

. T

73'-6" R25'-0"

R2 5'-

R5'-0"

R25'- 0"

40'-83 4"

21'-03 4"

'-0

1'-0" O.C. TYP.

'-3

R35.

00'

R1 0.

R25.00'

8' -4

3 4"

217'-41 4"

R5 '-0

'-0

'-6

6' -6

5'-53 4"

SITE KEYNOTES

Concrete Sidewalk, See Details Sheet

Integral Concrete Curb Walk, See Details Sheet

Landscape Bed, See Landscape Sheet

East Entrance ADA Parking Enlargement - Restriping & Signs

4 15

(TYP. of 8)

Concrete Curb, Taper Curb 18" From Ends of Curb Sections Back Into Existing Grade Where It Meets Lawn. Provide 1/2" Expansion Joint Where Proposed Curb Meets Existing Curb. See Details Sheet

Asphalt Pavement, See Details Sheet

Concrete Curb Ramp, See Details Sheet

East Entrance ADA Parking, See Enlargement On This Sheet

"Buses Only" Roadway Painting, White Acrylic Roadway Paint, See Details Sheet. Clean And Prepare Pavement Surface To Remove Dirt, Dust, Oil, And Other Contaminants Prior To Painting To Ensure Proper Paint Adhesion. Locate And Field Verify With Landscape Architect Prior To Painting "Do Not Enter" Roadway Painting, White Acrylic Roadway Paint, See Details Sheet. Clean And Prepare Pavement Surface To Remove Dirt, Dust, Oil, And Other Contaminants Prior To Painting To Ensure Proper Paint Adhesion. Locate And Field Verify With Landscape Architect Prior To Painting Surface Mounted Safety Bollards, Model No. BOL-48-4.5-RED by Vestil, 4.5" Diameter, 48" Height, 8x8" Mounting Plate, 28lbs, Fixed, Surface Mount Per Manufacturer's Specification.

"One Way" Roadway Painting, White Acrylic Roadway Paint, See Details Sheet. Clean And Prepare Pavement Surface To Remove Dirt, Dust, Oil, And Other Contaminants Prior To Painting To Ensure Proper Paint Adhesion. Locate And Field Verify With Landscape Architect Prior To Painting

ADA Parking Restriping, Blue Acrylic Roadway Paint. Remove Existing Roadway Paint. Clean And Prepare Pavement Surface To Remove Dirt, Dust, Oil, And Other Contaminants Prior To Painting To Ensure Proper Paint Adhesion.

ADA Parking Sign, Affixed to Galvanized Steel U-Channel Post. Locate 18" From Back Of Curb.

14 ADA Parking Sign with "Van Accessible" Plaque, Affixed to Galvanized Steel U-Channel Post. Locate 18" From Back Of Curb.

15 New Concrete Sidewalk at Existing Concrete Sidewalk, See Details Sheet.

East Entrance ADA Parking Located Out Of View. Refer To "East Entrance ADA Parking Enlargement - Restriping & Signs" On This Sheet

Curb Flush With Gutter And

Asphalt Through Curb Cut

16 Concrete Curb and Gutter, See Details Sheet. Taper Curb 18" From East End of Curb Down to Pavement Grade

17 Asphalt Patch at Curb Edge As Needed to Meet Finish Grades

18 MUTCD W1-8L Single Arrow Chevron Sign, Double Sided and Affixed to Galvanized Steel U-Channel Post

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SITE §LAN

(TYP.)

NORTH

00 20' 40'

NORTH

00 20' 40'

§ROhECT NOׁׄ׀ٌ׆ׂ خ

׆ׂ׀ׂخ׀׃خ

CD ڭ׀׀ׁ

196'-33 4"

28'-43 4"

6' -0

1 2"

Remove All Existing Parking Stall Paint In Parking Bay Prior to Painting New Lines

Restripe Regular Parking Stall Line White Acrylic Roadway Paint

SITE ALTERNATE 1 - RESEALING & RESTRIPING

Seal Coat And Restripe Existing Parking Lot And Bus Drop Off Lane, Approximately 79,550 Total Square Feet. Restripe Parking Lot And Bus Drop Off Lane To Match Existing Layout. Crack Seal Existing Asphalt Parking Lot And Bus Drop Off Lane. Clean And Prepare Existing Asphalt Pavement To Remove Dirt, Dust, Oil, And Other Contaminants Prior To Seal Coating And Painting. All Parking Lot Lines Shall Be White Acrylic Roadway Paint.

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

SHEET NAME

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

ISSUE DATE

AutoCAD SHX Text MICHAEL REESE LANDSCAPE ARCHITECT No. 3901001713

L002

/W L

E, D

N S

W . R

/W L

E, D

N S

STAFF PARKING LOT

BUS DROPOFF

SHORELINE ELEMENTARY

SCHOOL BUILDING

TOC ±632.30

ME BOC ±631.80

TOC ±632.18

ME BOC ±631.68

TOC ±632.14

ME BOC ±631.64

B U

S E

S O

D O

N O

T E

N T

E R

ONE WAY

TOC ±632.29

ME BOC ±631.79

TOC 632.22

ME BOC ±631.72

TOC 632.36

ME BOC ±631.86

TOC 631.62

ME BOC ±631.12

TOC 631.89

ME BOC ±631.39

TOC 632.19

ME BOC ±631.69

631.99

631.72 632.52

ME ±631.23

ME ±631.68

TOC 632.05

ME BOC ±631.55 TOC 631.82

ME BOC ±631.32

TOC 631.99

BOC ±631.49

ME ±632.06 -1.5%

632.00

ME ±632.24

TOC 629.58

ME BOC ±629.08

TOC 629.18

ME BOC ±628.68

631.99

631.11

- 4.5%

TOC 630.19

BOC 630.19

TOC 629.98

BOC 629.98

ME ±632.11

TOC ±632.12

BOC ±632.12

ME TOC ±633.17

ME BOC ±632.74

ME TOC ±633.17

ME BOC ±632.74

ME ±633.22ME ±633.23

TOC ±632.74

ME BOC ±632.74

TOC ±632.74

ME BOC ±632.74

TOC 631.97

ME BOC ±631.56

-1.5%

632.00

631.00

630.00

629.00

632.32

TOC ±632.14

ME BOC ±631.64

TOC 632.24

ME BOC ±631.74

TOC 632.04

ME BOC ±631.54

15' - 6"TO

1" B

-1.5%

3" C

GENERAL GRADING NOTES

1. All grading and earthen site improvements shall comply with local, state, and federal regulations, including obtaining required permits prior to the start of construction.

2. Only clean fill material shall be used on site.

3. Any material sourced off-site must be certified clean by the supplier, and documentation shall be provided to the project engineer or governing agency upon request.

4. Fill material shall be placed in lifts not exceeding 8 inches (loose thickness) and compacted to meet project specifications.

5. A minimum compaction of 95% of Standard Proctor Density (ASTM D698) is required for structural areas, unless otherwise specified.

6. All controls must comply with state and local requirements.

7. Stockpiles of clean fill material shall not exceed 10 feet in height and must be stabilized to prevent erosion.

8. Temporary silt fence barriers shall be placed around stockpiles to control runoff.

9. Final grading shall ensure positive drainage away from structures and compliance with the approved grading plan.

10. The site must be graded to prevent ponding and minimize the risk of erosion.

11. Dust from grading operations shall be controlled by wetting, covering stockpiles, or other approved methods.

12. Dust control measures must adhere to local air quality standards.

13. Prior to any grading, the contractor shall verify the location of all existing utilities and ensure they are protected during construction.

14. Coordination with utility providers is required for any relocations or modifications.

15. All disturbed areas shall be stabilized with seed, mulch, or approved methods within 7 days of achieving final grade.

16. Vegetation must achieve 70% uniform coverage for permanent stabilization.

17. Access points shall be maintained free of mud and debris. A stabilized construction entrance shall be used to reduce off-site tracking.

18. Any discovery of hazardous materials during grading activities must be immediately reported to the project engineer and appropriate authorities.

19. Work in areas affected by hazardous materials must cease until further instructions are provided.

20. Excess material not reused on site shall be disposed of in a legal and approved manner.

21. Disposal sites for unsuitable or surplus material must comply with all local, state, and federal regulations.

22. Field Verify Existing Elevations at All Areas Where Proposed Work Meets Existing Conditions.

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00 20' 40'

1" = 30' - 0"

STAFF SIDEWALK, LANDSCAPE BED, AND CURB SECTION DETAILA

Asphalt Pavement Patch As Needed

JRADINJ §LAN

§ROhECT NOׁׄ׀ٌ׆ׂ خ

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SHEET NUMBER

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REVISIONS

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ISSUE DATE

AutoCAD SHX Text MICHAEL REESE LANDSCAPE ARCHITECT No. 3901001713

L003

N. LINE, SW 1/4, NE 1/4, SEC. 33, T12N, R17W

S. R/W LINE, MARKET STREET

/W L

E, D

N S

W . L

E, N E

1/ 4, S

. 3 3, T

N , R

W . R

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STAFF PARKING LOT

BUS DROPOFF

SHORELINE ELEMENTARY

SCHOOL BUILDING

Triangular Spacing of Specified On-Center Distance.

Refer to Plant Schedule

Planting Bed Edge

Plant Center

Set Above Finished Grade Not to Exceed 1"

Min. 2" Shredded Hardwood Bark Mulch, Less at the Stem

Finished Grade, Refer to Grading Plan

Scarify Bottom and Sides of Root Ball to Break Apart Root Mass

Soil Backfill: 12 Native Soil, 12 Topsoil.

Supplement with Additives as Noted

Undisturbed Subgrade

Scale: NTS

LANDSCAPE BED PERENNIAL PLANTING DETAILA

1. Sub Grade To Be Scarified To A Min. Depth Of 2" Prior To Placing Of Topsoil.

2. All Topsoil Is To Be Tested By A Qualified Testing Agent. Ph Is To Be Within 6.0-7.0 Range. Provide Amendments As Recommended By Testing Agent To Balance Ph. All Amendments Are To Be Uniformly Incorporated Into The Top 4" Of Soil.

3. Any Undulations Or Irregularities In Surface Shall Be Smoothed Prior To Turfgrass Installation. Flooded, Washed Out Areas, Damaged Or Otherwise Shall Be Reconstructed And All Grades Re-established By The Grading Contractor In Accordance With The Drawings.

4. Areas To Receive Sod Or Seed Removing Debris, Sticks, Rocks, Roots, Vegetation Clumps That Exceed 1" In Dia. Prior To Seeding.

5. Set Finished Grade Of Soil To 1" Below Adjacent Hardscape Surfaces For Seeding.

6. Contractor Is Responsible For Maintaining The Accepted, Final Graded Area Until Sod Or Seed Installation.

7. Once Installed, The Contractor Is Responsible For The Establishment Of The Turfgrass To 80% Coverage. During The Establishment Period Contractor Is Responsible For Weeding, Watering, Fertilizing, And Other Maintenance To Ensure Vigorous Growth And Coverage Within A Time Period Agreed Upon Prior To Installation By Owner, Landscape Architect And Contractor. All Visible Weeds Taller Than Turf Shall Be Removed During Establishment.

8. Lawn Seed Mix To Be 40% Kentucky Bluegrass, 20% Creeping Red Fescue, 20% Annual Ryegrass, And 20% Perennial Ryegrass. Hydroseed At A Rate Of 5–6 Lbs/1,000 Sf.

Hydroseed Mix Shall Include Seed, Mulch, Fertilizer, Tackifier, And Water As Required For Proper Establishment. Provide Submittal Of Seed Mix And Hydroseeding Materials For Approval Prior To Installation.

1. All Plant Substitutions Are To Be Approved By Landscape Architect

2. Plants Shall Conform To The Minimum Measurements Noted On The Plant Schedule

3. Plants Shall Be True To Species And Variety And Nursery-grown In Accordance With Good Horticultural Practices Under Similar Climactic Conditions To Those Of The Site For At Least Two(2) Years.

4. Mulch, In The Landscape Bed, Is To Be Natural Shredded Hardwood Bark Mulch Free Of Foreign Debris.

5. Sub Grade To Be Scarified To A Min. Depth Of 2" Prior To Placing Of Topsoil. Contractor Shall Provide 9" Of Topsoil To All Landscape Beds and 4" To All Seeded Areas. Top Soil Shall Be A 50% Mix Of Topsoil And 50% Mix Of Native Soil.

6. Any And All Disturbed Areas Not Marked For Future Improvements And Designated To Remain Lawn Shall Receive 3" Of Topsoil And Shall Be Hydroseeded As Specified In The Seeding Notes.

LANDSCAPE NOTES

SEEDING NOTES

LEGEND

Little Bluestem - Schizachyrium scoparium Total Sq. Ft. - 3,400 Total Pots - QTY: 1,000 - 3" Pots Planted 24" O.C. In A Staggered Triangle Pattern See Detail On This Sheet

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Hydroseed As Specified in Seeding Notes. Areas Shown Are Estimated Distrubed Areas. Contractor Shall Take Care as Not to Disturb Additional Areas. Additional Disturbed Areas Shall be Hydroseeded at no Additional Cost to the Owner.

Total Sq. Ft. - 4,200

LANDSCA§E §LAN

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AutoCAD SHX Text MICHAEL REESE LANDSCAPE ARCHITECT No. 3901001713

L004

4” Compacted 22A/23A Aggregate

2" Expansion Joint

Existing Concrete

Subgrade

Saw Cut Edge Prior to Placement of New Concrete6” Concrete With Fiber Reinforcement:

100% Virgin Polypropylene Or Nylon Fibers. Dosage Per Manufacturer’s

Recommendation. Medium Broom Finish

6" 4"

Top of Pavement

R1"

14" Wide x 1" Deep Tooled Control Joint Entire Length of Curb

6” Concrete With Fiber Reinforcement:

100% Virgin Polypropylene Or Nylon Fibers. Dosage Per Manufacturer’s Recommendation. Medium Broom Finish

4” Compacted 22A Aggregate

Subgrade

1' -0

Gator Bar #4, Located 3” O.C.

From Top of Curb and Face of Curb

Gator Bar #4, 3' O.C.

1'-0"

1' -6

Finished Grade 1" Below Top of Curb if Installing Seed

Finished Grade 2" Below Top of Curb if Installing Sod

6” Concrete With Fiber Reinforcement:

100% Virgin Polypropylene Or Nylon

Fibers. Dosage Per Manufacturer’s Recommendation. Medium Broom Finish

Top of Pavement

R 1 4 "

Gator Bar #4, Located 3” O.C.

From Top of Curb and Face of Curb

2" Bituminous

Surface Course

2" Base Course

8" Compacted 22A Aggregate

Compacted Subgrade

6” Concrete With Fiber Reinforcement: 100% Virgin Polypropylene Or Nylon Fibers. Dosage Per Manufacturer’s Recommendation. Comply With Astm C1116 Type Iii.

4" Compacted 22A Aggregate

8" Wide by 1 12" Deep Sawcut

Control Joint

Note:

· Expansion Joint at Buildings or Immovable Objects and Every

· Space Control Joints At A Distance Equal To The Width Of The

Sidewalk, Not To Exceed 6'-0" On Center.

1'-0" O.C.

Sidewalk Slope 2% Max.

Sidewalk Refer to Plan for Width Slope 1:12 Max.

6' Min.

Section A

2" Preformed Joint Filler

Slope Curb to be Flush Through Curb Ramp

All Curb Ramps to be 6" Thick Concrete, 6” Concrete With Fiber

Reinforcement: 100% Virgin Polypropylene Or Nylon Fibers. Dosage Per Manufacturer’s Recommendation. Medium Broom Finish

Top of Pavement

Curb Beyond

Compacted Subgrade

4” Compacted 22A Aggregate

1' -6

10'-0"

1:10 Slope M ax.

1:12 Max.

6'-0" 0'-6"

5'-0"

1' -2

1'-5"

2'-0"

R2"

R1"

Top of Pavement

Concrete Curb and Gutter with 6” Concrete With Fiber Reinforcement: 100% Virgin Polypropylene Or Nylon Fibers. Dosage Per Manufacturer’s Recommendation.

Comply With Astm C1116 Type Iii.

Finished Grade 1" Below Top of Curb if Installing Seed

Finished Grade 2" Below Top of Curb if Installing Sod

Gator Bar #4, Located 3” O.C.

From Top of Curb and Face of Curb

Solid Fill White Acrylic Roadway Paint Font Shall Be "Highway Gothic"

4' -0

-0

4' -0

12'-9"

10'-7"

1'-0"

2' -6

3'-0"

5' -0

1'-0" Solid Fill White Acrylic Roadway Paint

Solid Fill White Acrylic Roadway Paint Font Shall Be "Highway Gothic"

4' -0

-0

4' -0

-0

10'-83 4"

8'-5"

1'-0"

2' -6

3'-0"

5' -0

1'-0"

Solid Fill White Acrylic Roadway Paint Font Shall Be "Highway Gothic"

4' -0

-0

15'-0"

Top of Pavement Top of Sidewalk

1'-0" O.C.

4' -0

Mounting Plate Concrete Anchor Bolt

Surface Mount Per Manufacturer's Specification

4.5"x48" Standard Safety Bollard 11 Gauge Steel, See Specifications

NTS

NEW CONCRETE AT EXIST CONCRETEF

NTS

INTEGRAL CURB WALKB NTS

STANDARD CURB (6" REVEAL)C NTS

CONCRETE SIDEWALKD

NTS

ASPHALT PAVEMENT LIGHT DUTYE NTS

CONCRETE WALK WITH CURB RAMPG

Law n

Detectable Warning Surface

NTS

CONCRETE CURB AND GUTTERA

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Scale: 1"= 20'

"DO NOT ENTER" ROADWAY PAINTINGJ

Scale: 1"= 20' "BUSES ONLY" ROADWAY PAINTINGKScale: 1"= 20'

"ONE WAY" ROADWAY PAINTINGI

NTS

SURFACE MOUNTED SAFETY BOLLARDH

DETAILS SHEET

§ROhECT NOׁׄ׀ٌ׆ׂ خ

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SHEET NUMBER

AutoCAD SHX Text

SHEET NAME

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

ISSUE DATE

AutoCAD SHX Text MICHAEL REESE LANDSCAPE ARCHITECT No. 3901001713

L005

Sheets and Views

014_L000_ExistingConditions - TTG-PLAN D

014_L001_DemolitionPlan - TTG-PLAN D

014_L002_SitePlan - TTG-PLAN D

014_L003_GradingPlan - TTG-PLAN D

014_L004_LandscapePlan - TTG-PLAN D

014_L005_Details - TTG-PLAN D

File details come from the government source that posted it. Updated Oct 29, 2026.