21090_Plans_Gourdneck.pdf

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HAMPTON

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MILLPOND

BACON AVE.

STANLEY AVE.

WOODBINE AVE.

ZYLMAN AVE.

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SCHURING RD.

KILGORE RD.

KALAMAZOO

MUNICIPAL AIRPORT

AUSTIN

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CITY OF KALAMAZOO

PORTAGE

862430_G-001 COVE

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G-001

GOURDNECK PARKING &

DEPT. OF TECHNOLOGY,

KALAMAZOO COUNTY, MICHIGAN

GRANT: TF19-0144

VICINITY MAP

KALAMAZOO COUNTY

LOCATION MAP

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Know what's below.

before you dig.Call

R

862430

MARCH 2024

F&V PROJECT NO.

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TRAIL IMPROVEMENTS

PROJECT LOCATION

IN COOPERATION WITH

MICHIGAN DEPARTMENT OF

NATURAL RESOURCES

SHEET LIST TABLE

SHEET NUMBER SHEET TITLE

G-001 COVER

C-101 EXISTING CONDITIONS & REMOVALS

C-102 SITE LAYOUT

C-103 GRADING & SESC

C-501 DETAILS

A-101 RESTROOM LAYOUT & DETAILS

MARCH 2024

LEGAL DESCRIPTION OF 10-00019-090-O

T03S R11W SEC 19 SW 1/4 NE 1/4, N 3/4 NW 1/4 SE 1/4, S 1/2 NW 1/4 LYG E'LY OF

HWY R/W, N 1/2 N 1/2 SW 1/4 LYG E'LY OF HWY R/W (CONT 155.18 A M/L)

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

MANAGEMENT & BUDGET

AutoCAD SHX Text

KALAMAZOO MUNICIPAL AIRPORT

AutoCAD SHX Text

LIMEKILN LAKE

AutoCAD SHX Text

ATWATER MILLPOND

AutoCAD SHX Text

WHITES LAKE

AutoCAD SHX Text M:\Proj861001-863000\862430 - DTMB - Gourdneck Parking & Trail Imp\Cad\Plns\862430_G-001 COVE.dwg - plotted on 3/6/2024 1:12 PM - plotted on 3/6/2024 1:12 PM3/6/2024 1:12 PM

AutoCAD SHX Text M:\Proj861001-863000\862430 - DTMB - Gourdneck Parking & Trail Imp\Cad\Plns\862430_G-001 COVE.dwg - plotted on 3/6/2024 1:12 PM - plotted on 3/6/2024 1:12 PM3/6/2024 1:12 PM

F&V PROJECT NO.

DESIGN

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CHECK BY:

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2960 Lucerne Drive SE

P: 616.977.1000

F: 616.977.1005

Grand Rapids, MI 49546

D E S I G N

B U I L D

O P E R A T E

PROJ MNGR:

DESIGNED BY:

DRAWN BY:

862430

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862430_C-101 EXIS

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C-101

KMP

RWS

RWS

NORTH

NOTE: ALL ITEMS LISTED ON THE LEGEND MAY

NOT BE PRESENT ON DRAWING.

EXISTING FEATURES LEGEND

REMOVAL LEGEND

NOTES:

1.THE CONTOURS DEPICTED ON THIS SURVEY WERE GENERATED FROM A TOPOGRAPHIC SURVEY COMPLETED

BY THE DEPARTMENT OF NATURAL RESOURCES. TOPOGRAPHIC SURVEY DATA IS TO BE USED AS

INFORMATIONAL PURPOSES ONLY.

MISCELLANEOUS & TREE REMOVALS (BY OTHERS)

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X

X

X

X

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VEGETATION REMOVALS (BY OTHERS)

X

EXISTING WOOD BOLLARDS TO BE REMOVED BY OTHERS

EXISTING CONDITIONS & REMOVALS PLAN

SCALE: 1"=40'

ASPHALT REMOVALS (BY OTHERS)

AutoCAD SHX Text

ANGLING ROAD

AutoCAD SHX Text M:\Proj861001-863000\862430 - DTMB - Gourdneck Parking & Trail Imp\Cad\Plns\862430_C-101 EXIS.dwg - plotted on 3/6/2024 1:13 PM - plotted on 3/6/2024 1:13 PM3/6/2024 1:13 PM

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

BUSH

AutoCAD SHX Text

TREE (DECIDUOUS)

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

EDGE OF WATER

AutoCAD SHX Text

CONTROL POINT

AutoCAD SHX Text

BENCHMARK

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

FOUND CONCRETE MONUMENT

AutoCAD SHX Text

DECIDUOUS TREE

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

EDGE OF GRAVEL

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

EDGE OF BRUSH

AutoCAD SHX Text

SPOT ELEVATION

870.00

F&V PROJECT NO.

DESIGN

TEAM:

DRAWING INFORMATION:

CHECK BY:

REVISION:

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2960 Lucerne Drive SE

P: 616.977.1000

F: 616.977.1005

Grand Rapids, MI 49546

D E S I G N

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PROJ MNGR:

DESIGNED BY:

DRAWN BY:

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862430_C-102 SITE

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C-102

KMP

KMP

RWS

PROPOSED LEGEND

AGGREGATE PATHWAY, 6 INCH

NORTH

800 SYD - 22A AGGREGATE ACCESS DRIVE & LOT, 8 INCH (SEE PLAN SHEET C-501)

ADA PARKING & PATH ENTRY MIDWAY REST AREA OBSERVATION AREA

700 SFT - CONCRETE PAVING, 6 INCH (SEE PLAN SHEET C-501)

20 EA - 3' DIA. BOULDERS WITH

3' SPACING BETWEEN EACH

730 SFT - CONCRETE SIDEWALK, 4 INCH (SEE PLAN SHEET C-501)

540 SYD - AGGREGATE PATHWAY, 6 INCH (SEE PLAN SHEET C-501)

R

VEHICLE ENTRY GATE

3' DIA. BOULDER

SEE ADA PARKING & PATH

ENTRY ENLARGEMENT

PLAN THIS SHEET

SEE MIDWAY REST AREA

ENLARGEMENT PLAN THIS SHEET

SEE OBSERVATION AREA

ENLARGEMENT PLAN THIS SHEET

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RESTROOM VAULT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR

RESTROOM BUILDING TO BE COMPLETED BY OTHERS (SEE PLAN SHEET A-101)

1 EA - SURFACE MOUNTED BENCH

(SEE PLAN SHEET C-501)

2 EA - ADA PARKING SIGN

(SEE PLAN SHEET C-501)

VEHICLE ENTRY GATE (TO BE COMPLETED

BY OTHERS, SEE PLAN SHEET C-501)

1 EA - KIOSK (SEE PLAN SHEET C-501)

NORTH

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1 EA - SURFACE MOUNTED

BENCH (SEE PLAN SHEET C-501)

ADA 5' CLEARANCE

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R 5'

R

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1 EA - SURFACE

MOUNTED BENCH (SEE

PLAN SHEET C-501)

EXISTING TRASH RECEPTACLE TO BE

SALVAGED AND PLACED BY OTHERS

10 FT - CONCRETE SIDEWALK, 4

INCH W/ TURNED DOWN EDGE

(SEE PLAN SHEET C-501)

1 EA - DECIDUOUS TREE (TO

BE COMPLETED BY OTHERS,

SEE PLAN SHEET C-501)

1 EA - DECIDUOUS TREE (TO BE COMPLETED

BY OTHERS, SEE PLAN SHEET C-501)

1 EA - DECIDUOUS TREE (TO

BE COMPLETED BY OTHERS,

SEE PLAN SHEET C-501)

2 EA - NO PARKING SIGN

(REFERENCE ADA PARKING SIGN

DETAIL ON PLAN SHEET C-501)

700 SFT - CONCRETE PAVING, 6 INCH EDGE TO

MATCH CONCRETE SIDEWALK, 4 INCH EDGE

QUANTITIES TO BE COMPLETED BY OTHERS (THIS SHEET)

NOTE: ESTIMATED QUANTITIES NOT GUARANTEED

QUANTITY UNIT DESCRIPTION

1 EA TRASH RECEPTACLE

1 LSUM VEHICLE ENTRY GATE

3 EA

DECIDUOUS TREE, 2 1/2 INCH CALIPER

20 SYD - PLAIN RIPRAP (PLACE

RIPRAP ON GEOTEXTILE FABRIC)

SCALE: 1"=10' SCALE: 1"=10' SCALE: 1"=10'

PARKING & TRAIL SITE PLAN

SCALE: 1"=30'

PARKING CAPACITY =

17 VEHICLES (2 ADA)

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2 EA - CONCRETE WHEEL STOP

(SEE PLAN SHEET C-501)

TRAIL ALIGNMENT AND MIDWAY REST AREA

TO BE STAKED BY OWNER'S REPRESENTATIVE

FOR CONSTRUCTION BY CONTRACTOR

NORTH NORTH

R

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15 TONS - HMA, 13A

1 LUMP SUM - PARKING AREA STRIPING

CONCRETE SIDEWALK, 4 INCH

CONCRETE PAVING, 6 INCH

R

R

AutoCAD SHX Text

ANGLING ROAD

M:\Proj861001-863000\862430 - DTMB - Gourdneck Parking & Trail Imp\Cad\Plns\862430_C-102 SITE.dwg - plotted on 3/6/2024 1:13 PM - plotted on 3/6/2024 1:13 PM3/6/2024 1:13 PM

876.81 CON

876.86 CON

877.26 CON

877.26 CON

876.86 SW

877.10 SW

877.21 SW

877.27 SW

877.37 SW

877.35 SW

877.55 SW

877.65 SW

877.46 SW

877.65 FFE

875.5 FG

875.5 FG

871.97 FG

871.57 FG

871.81 FG

871.41 FG

871.93 FG

871.43 FG

866.35 FG

866.23 FG

866.44 FG

866.45 FG

866.45 FG

866.54 FG

866.52 FG

866.22 FG

866.12 FG

866.12 FG

866.22 FG

880.56 MX

881.57 MX

880.82 MX

879.58 FG

879.76 FG

877.63 FG

877.44 FG

877.21 FG

877.79 FG

877.80 FG

877.80 FG

876.86 CON

877.26 CON

876.79 FG

877.37 SW

877.46 SW

877.69 FG

877.78 FG

877.60 FG

877.35 FG

877.02 FG

877.72 FG

877.37 FG

877.11 FG

874.81 FG

874.90 FG

871.43 FG

871.52 FG

870.17 FG

870.26 FG

868.45 FG

868.52 FG

865.93 FG

865.81 FG

866.35 FG

866.23 FG

866.54 FG

866.15 FG

866.15 FG

878.43 FG

878.44 FG

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F&V PROJECT NO.

DESIGN

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CHECK BY:

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2960 Lucerne Drive SE

P: 616.977.1000

F: 616.977.1005

Grand Rapids, MI 49546

D E S I G N

B U I L D

O P E R A T E

PROJ MNGR:

DESIGNED BY:

DRAWN BY:

862430

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862430_C-103 GRAD

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C-103

KMP

KMP

RWS

PROPOSED LEGEND

NORTH NORTH NORTH

SPOT GRADE

SIDEWALK GRADE

MATCH EXISTING ELEVATION

CONCRETE GRADE

MX

SW

GRADE BREAK

DISTURBED AREA

931.00 FG

CON

WHERE USEDBEST MANAGEMENT PRACTICESKEY SYMBOL

S-E-S-C KEYING SYSTEM

STATE OF MICHIGAN DEPARTMENT OF

TECHNOLOGY, MANAGEMENT AND BUDGET

E8

S51

S51

E12

E12

S51

S51

S51

SEE ADA PARKING & PATH ENTRY

ENLARGEMENT PLAN THIS SHEET

SEE MIDWAY REST AREA

ENLARGEMENT PLAN THIS SHEET

SEE OBSERVATION AREA

ENLARGEMENT PLAN THIS SHEET

MINOR CONTOUR

MAJOR CONTOUR

PROJECT

LOCATION

LOCATION MAP

N

SITE IS PRIMARILY SPINKS LOAMY SAND AT

VARYING SLOPES, (SEE WEB SOIL SURVEY)

E8

E8

E8

1"=200'

EROSION CONTROL PLAN:

1. ALL WORK SHALL 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 ET

SEQ.).

2. ALL EARTH CHANGES OF ONE ACRE OR MORE OR WITHIN 500 FEET OF WATERS OF

THE STATE REQUIRE A SESC PERMIT. IF A SESC PERMIT IS REQUIRED THE

PROFESSIONAL SERVICES CONTRACTOR (DESIGN CONSULTANT) SHALL PREPARE

AN SESC PLAN. THE SESC PLAN SHALL ADDRESS BOTH WIND AND WATER EROSION

AND SEDIMENTATION.

3. THE CONTRACTOR SHALL REVIEW THE DESIGN CONSULTANT'S SESC PLAN IN

ORDER TO PREPARE AND ISSUE FOR APPROVAL AN “SESC IMPLEMENTATION

PLAN”, WHICH INDICATES THE CONTRACTOR'S INTENDED IMPLEMENTATION OF THE

SESC PLAN FOR THE PROJECT, INCLUDING A SCHEDULE.

4. THE DTMB SESC PROGRAM, UPON APPROVAL OF THE IMPLEMENTATION PLAN, WILL

ISSUE THE CONTRACTOR AN “AUTHORIZATION TO PROCEED WITH EARTH

CHANGE”, WHICH IS TO BE POSTED AT THE JOB SITE. THIS DOCUMENT IS ISSUED IN

LIEU OF A PERMIT FROM THE COUNTY OR OTHER LOCAL ENFORCING AGENCY.

5. THE CONTRACTOR SHALL IMPLEMENT SOIL EROSION AND SEDIMENTATION

CONTROL MEASURES AS REQUIRED BY THE PROJECT'S SESC PLAN, SESC

IMPLEMENTATION PLAN, DTMB'S SOIL EROSION AND SEDIMENTATION CONTROL

GUIDEBOOK, DATED FEBRUARY 2005, AND AS

DIRECTED BY THE PROFESSIONAL SERVICES CONTRACTOR, DTMB SESC

INSPECTOR, AND/OR DTMB PROJECT DIRECTOR. THE DTMB SESC INSPECTOR

SHALL INSPECT THE SITE WEEKLY AND AFTER SIGNIFICANT RAIN EVENTS.

6. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND SEDIMENTATION

CONTROL MEASURES PRIOR TO OR UPON COMMENCEMENT TO EARTHWORK

ACTIVITIES.

7. THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE ANY

SEDIMENT TRACKED OFF SITE. FREQUENCY OF SWEEPING WILL BE BASED ON SITE

CONDITIONS.

8. THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON SITE

CONDITIONS.

9. DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION MUST BE

TEMPORARILY STABILIZED, INCLUDING SOIL STOCKPILES, USING DTMB SESC BEST

MANAGEMENT PRACTICES.

10. THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES

THROUGHOUT THE COURSE OF THE PROJECT. RECOMMEND INSPECTING AND

MAINTAINING EROSION AND SEDIMENTATION CONTROLS ON A DAILY BASIS. AT A

MINIMUM, THE CONTRACTOR SHALL INSPECT AND MAINTAIN SESC MEASURES

ONCE A WEEK AND AFTER RAIN EVENTS.

11. THE CONTRACTOR SHALL CORRECT NON-CONFORMING SESC MEASURES WITHIN

24 HOURS, IF WATERS OF THE STATE ARE BEING IMPACTED OR WITHIN 48 HOURS

FOR ROUTINE MAINTENANCE ITEMS. OTHER SESC MAINTENANCE SHALL BE

COMPLETED AS SOON AS POSSIBLE BUT NEVER MORE THAN FIVE (5) DAYS AFTER

DETECTION.

12. THE CONTRACTOR SHALL COMPLETE PERMANENT SOIL EROSION CONTROL

MEASURES FOR ANY DISTURBED LAND AREA WITHIN 5 CALENDAR DAYS AFTER

FINAL GRADING OR THE FINAL EARTH CHANGE HAS BEEN COMPLETED. THE

CONTRACTOR SHALL MAINTAIN TEMPORARY CONTROL MEASURES UNTIL

PERMANENT SOIL EROSION CONTROL MEASURES ARE IN PLACE AND THE AREA IS

STABILIZED.

13. THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES

AFTER PERMANENT SOIL EROSION MEASURES ARE IN PLACE AND THE AREA IS

STABILIZED. CARE SHALL BE TAKEN DURING REMOVAL TO PREVENT SOIL EROSION

AND SEDIMENTATION.

14. AFTER THE COMPLETION OF THE PROJECT, PERMANENT SESC MEASURES WILL

BE MAINTAINED BY THE PROPERTY OWNER.

NORTH

ADA PARKING & PATH ENTRY MIDWAY REST AREA OBSERVATION AREA

SCALE: 1"=10' SCALE: 1"=10' SCALE: 1"=10'

PARKING & TRAIL SITE PLAN

SCALE: 1"=30'

SILT FENCE (S26)

MISCELLANEOUS QUANTITIES THIS SHEET

NOTE: ESTIMATED QUANTITIES NOT GUARANTEED

QUANTITY UNIT DESCRIPTION

1361 FT

SILT FENCE (PAID AS 1 LSUM - SOIL EROSION CONTROL)

2013 SYD

SITE PREPARATION & GRADING (PAID AS 1 LSUM)

S51

S51

S51

AutoCAD SHX Text M:\Proj861001-863000\862430 - DTMB - Gourdneck Parking & Trail Imp\Cad\Plns\862430_C-103 GRAD.dwg - plotted on 3/6/2024 1:13 PM - plotted on 3/6/2024 1:13 PM3/6/2024 1:13 PM

AutoCAD SHX Text

PERMANENT SEEDING

AutoCAD SHX Text Stabilization method utilized on sites where earth change has been completed (final grading attained). Seed all disturbed areas.

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text Use adjacent to critical areas, to prevent sediment laden sheet flow from entering these areas.

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text Use along shorelines, waterways, or where concentrated flows occur. Slows velocity, reduces sediment load, and reduces erosion.

AutoCAD SHX Text

YEAR 2024

AutoCAD SHX Text

INSPECT FOR PERMANENT MEASURES FUNCTIONING

AutoCAD SHX Text

REMOVE TEMPORARY MEASURES

AutoCAD SHX Text

CONSTRUCT ROADS AND WALKS

AutoCAD SHX Text

CONSTRUCTION SAFETY AND SECURITY

AutoCAD SHX Text

FINISH GRADING/SEEDING

AutoCAD SHX Text

INSTALL & MAINTAIN TEMP. CONTROL MEASURES

AutoCAD SHX Text

DEC

AutoCAD SHX Text

NOV

AutoCAD SHX Text

OCT

AutoCAD SHX Text

SEP

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AUG

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CONSTRUCTION SEQUENCE

SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE

CONCRETE SIDEWALK, 4 INCH

NOTES:

1.

" EXPANSION JOINTS SHALL BE MAXIMUM OF 50' ON CENTER

2.

" EXPANSION JOINT MATERIAL SHALL BE PLACED BETWEEN

SIDEWALK AND RIGID STRUCTURES.

3. INSOFAR AS POSSIBLE, SIDEWALK SHALL BE DIVIDED INTO

SQUARE UNIT AREAS BY MEANS OF CUT CONTROL JOINTS

NOT MORE THAN 36 SFT OR LESS THAN 16 SFT.

1/4" RADIUS

TYP.

MIN OF 4" GRANULAR MATERIAL

2% SLOPE

WALK WIDTH AS

SPECIFIED ON DRAWINGS

SAW CUT JOINT UNIFORM & STRAIGHT

STRIKE WITH STRAIGHT EDGE

NOT TO SCALE

6" OF SAND SUBBASE,

C.I.P. IN 3" MAX. LIFTS

CONCRETE PAVING, 6 INCH, 4,000 PSI

CONCRETE PAVING, 6 INCH

REVIEW CONTROL JOINT SPACING WITH OWNERS REPRESENTATIVE

PRIOR TO COMMENCEMENT OF SAW CUTTING.

COMPACTED SUBGRADE

PLACE 6 x6 x W2.9/W2.9

WWM AT CENTER OF SLAB

NOTE:

1. PROVIDE 1/2" EXPANSION JOINT WHERE PAVEMENT MEETS BUILDING OR

RETAINING WALL.

2. PROVIDE CONTROL JOINTS AT 6' O/C OR 8' O/C TO MATCH PAVEMENT WIDTH.

T

Y P

1/8"

F&V PROJECT NO.

DESIGN

TEAM:

DRAWING INFORMATION:

CHECK BY:

REVISION:

D E

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T

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A

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T S

2960 Lucerne Drive SE

P: 616.977.1000

F: 616.977.1005

Grand Rapids, MI 49546

D E S I G N

B U I L D

O P E R A T E

PROJ MNGR:

DESIGNED BY:

DRAWN BY:

862430

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862430_C-501 DETL

030624 kayla.palmer

D E

T A

I L

S

C-501

SAH

KMP

RWS

DRIVE & LOT, 8 INCH

22A AGGREGATE ACCESS

NOT TO SCALE

8" 22A CRUSHED AGGREGATE

(C.I.P.) - EDIT AGGREGATE BASE

SIZE AND TYPE

COMPACTED SUBGRADE

1'-0"

MIN

M I N

M

I N

NOT TO SCALE

DECIDUOUS TREE PLANTING DETAIL

WRAP #11 DOUBLE STRAND WIRE

AT LEAST TWICE AROUND EACH

POST

THREE (3) REINFORCED RUBBER

HOSE SECTIONS WITH DOUBLE

STRAND OF #11 WIRE

WRAP TREE FROM BOTTOM UP

WITH 50% OVERLAP AND TIE

SECURELY

POST SPACED EVENLY AT 18" -

WOOD OR STEEL AS DIRECTED BY

OWNER'S REPRESENTATIVE

REMOVE ALL WIRE AND BURLAP

FROM TOP OF ROOTBALL

3" SHREDDED BARK MULCH

6"x12" COMPACTED BACKFILL

SAUCER

FINISHED GRADE

AGRIFORM PLANT FOOD TABLETS

10" DEEP MIN. COMPACTED

BACKFILL MIXTURE

BACKFILL MIXTURE TO BE 1/3 SAND,

1/3 TOPSOIL, AND 1/3 PEAT

22 3/8"

1/2" X 2 1/2" S.STL. FLT

SKT HD CAP SCREW

3/8" X 2" STL BAR

5/16" X 1 1/2" S.STL.

BTN SKT HD LAG

SCREW W/ WASHER

16 3/16"

9/16" DIA.

ANCHOR BOLTS

2" X 3" (NOM.) RECYCLED

PLASTIC CEDAR SLATS

1 1/2" SCH 40 STL PIPE

(1 15/16" O.D.)

CAST LEG

75"

CONTRACTOR TO INSTALL DUMOR 166-60PL OR APPROVED

EQUAL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS

SURFACE MOUNTED BENCH

NOT TO SCALE

73"

NOTES:

1. ALL STL. MEMBER COATED W/ ZINC RICH EPOXY THEN FINISHED W/ POLYESTER POWDER COATING.

2. 1/2" X 3 3/4" EXPANSION ANCHOR BOLTS REQUIRED.

CONTRACTOR TO SURFACE MOUNT

PER MANUFACTURER'S INSTRUCTIONS

MULTI-RIB STEEL ROOF PANELS

PER ASTM A653

GENERAL NOTES:

CONTRACTOR TO INSTALL THREE COLUMN KISPLAY KIOSK (MODEL

KSK 3-8) FROM POLIGON (OR APPROVED EQUAL) PER

MANUFACTURER'S INSTALLATION INSTRUCTIONS.

THE STRUCTURE SHALL INCLUDE TWO (2) DISPLAY CASES AND BE

SURFACE MOUNTED.

UNLESS NOTED OTHERWISE, THIS STRUCTURE WAS DESIGNED TO

ONLY SUPPORT WHAT IS SHOWN ON THESE DRAWINGS. IF ANYTHING

ELSE IS TO BE ATTACHED TO THIS STRUCTURE (WALLS, COLUMN

WRAPS, RAILINGS, ETC.), THE DESIGN OF THIS STRUCTURE MUST BE

REVIEWED AND POSSIBLY REVISED.

UNLESS NOTED OTHERWISE, THIS STRUCTURE WAS DESIGNED

ASSUMING A 20' SEPARATION BETWEEN ANY ADJACENT STRUCTURE

WITH AN EAVE HEIGHT EQUAL TO OR GREATER THAN THE EAVE

HEIGHT OF THIS STRUCTURE. IF THAT SEPARATION DOES NOT EXIST,

THE DESIGN OF THIS STRUCTURE MUST BE REVIEWED AND POSSIBLY

REVISED.

STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED

IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN

INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATION MANUAL.

ALL WELDING IS PERFORMED BY AMERICAN WELDING SOCIETY

CERTIFIED WELDERS AND CONFORMS TO THE LATEST EDITION OF

AWS D1.1 OR D1.3 AS REQUIRED.

PARTS SHOWN MAY BE UPGRADED DUE TO STANDARDIZED

FABRICATION. REFER TO THE SHIPPING BILL OF MATERIALS FOR

POSSIBLE SUBSTITUTIONS.

FOR PROPER FIELD INSTALLATION OF THE BUILDING IT IS

RECOMMENDED THAT THE PRIMARY FRAME INSTALLER AND THE ROOF

INSTALLER HAVE A MINIMUM FIVE (5) YEARS DOCUMENTED

EXPERIENCE INSTALLING THIS TYPE OF PRODUCT.

BASIS OF DESIGN:

POLIGON THREE-SIDED, THREE COLUMN KIOSK

4240 136TH AVE, HOLLAND, MI 49424

(616)888-3500

APPROVED MANUFACTURERS:

NATURAL STRUCTURES SENTINEL MOUNTAIN SERIES THREE-SIDED

KIOSK MODEL 98-73 8'X8' WITH 3'X4' LOCKING READER BOARD AND 3'X6'

STEEL POSTS

2005 10TH ST, BAKER CITY, OR 97814

(800)252-8475

COVERWORX THREE-SIDED, THREE-POST TRIANGLE KIOSK

11800 E NINE MILE RD, WARREN, MI

(586)486-1088

NOT TO SCALE

KIOSK

MATERIALS:

TUBE STEEL (ASTM A500 GRABE B)

SCHEDULE PIPE (ASTM A53 GRADE B)

RMT PIPE (ASTM A519)

LIGHT GAGE COLD FORMED (ASTM A1003 GRADE 50)

STRUCTURAL STEEL PLATE (ASTM A 36)

STEEL ROOF PANELS (ASTM A653)

CONTRACTOR TO INSTALL

TWO (2) 40" X 50" X 2"

LOCKABLE ENCLOSED CASES

WITH CLEAR ANODIZED

ALUMINUM FRAME AND DOOR

WITH POLYCARBONATE

PROTECTIVE PANEL.

STEEL COLUMNS AND FRAME

MEMBERS COATED WITH

POWDER COAT FINISH. COLORS

TO BE SELECTED FROM

MANUFACTURER'S STANDARD

LIST OF COLORS AND

APPROVED BY THE OWNER.

12'-0"

5 1/2"

NOT TO SCALE

VEHICLE ENTRY GATE (BY OTHERS)

10" x 10" MOUNTING

PLATE WITH 4X .78

THRU ALL

D

I A

GREASE ZERK

1.13 PULL PIN

WITH 9/16

THRU HOLE

FOR PADLOCK

NOTE:

360 DEG ROTATION LOCKING AT 90 DEG AND 180 DEG BOTH WAYS.

CONTRACTOR TO INSTALL ONE (1) 12'-6" TUBULAR STEEL SWINGING GATE FROM PLYMOUTH INDUSTRIES

(OR APPROVED EQUAL) PER MANUFACTURER'S INSTALLATION INSTRUCTIONS.

GATE TO BE POWDER COATED WITH COLOR TO BE SELECTED FROM MANUFACTURER'S STANDARD LIST

OF COLORS AND APPROVED BY THE OWNER.

CONTRACTOR TO CENTER AND MOUNT

BENCH ON 6" CONCRETE PADS IN

AREAS OF AGGREGATE

TOP OF CONCRETE

TO BE AT GRADE

CONCRETE WHEEL STOP

NOT TO SCALE

8 1/2"

2"

4 1/2"

GROUT TOP OF SLEEVE W/

1/2" OF PORTLAND CEMENT

PRECAST SLEEVES TO ACCEPT

#6 REBAR FOR SNUG FIT.

PLACE 8" FROM EACH END

2 #6x1'-0" LONG. (MIN.) REBAR DRIVEN

THROUGH PRECAST SLEEVES INTO

COMPACTED SUBBASE

NOTE:

1. WHEEL STOP PLACED PER PLAN. WHEEL STOP 6'-0" IN LENGTH.

M

P

T H

24" MIN. DIA.

CYLINDRICAL CONCRETE FOOTING 3,500 PSI MIN,

4-8% AIR ENTRAINED

(4) 18 3/4" VERTICAL L-BOLT & #6 HOT DIPPED ZINC REBAR

8"

(3) WELDED HORIZONTAL #5 HOT DIPPED ZINC REBAR

(4) ZINC PLATED NUTS & WASHERS

17 1/2" DIA

AGGREGATE PATHWAY, 6 INCH

1% MIN

NOT TO SCALE

6'-0"

VARIES

SLOPE MAY VARY PER PLANS

AND AS DIRECTED BY ENGINEER

SLOPE MAY VARY PER PLANS

AND AS DIRECTED BY ENGINEER

AGGREGATE PATH, 6 INCH.

SEE ABOVE TABLE FOR

REQUIREMENTS.

NON-WOVEN

GEOTEXTILE FABRIC

AS DIRECTED BY

ENGINEER

CONTRACTOR TO PRE-TREAT ALL

AREAS UNDER PATHWAY WITH

IMAZAPYR OR APPROVED EQUAL

TOPSOIL, SEED, FERTILIZE, & MULCH

(TYP. FOR ALL DISTURBED AREAS)

MEET EX. GRADE

CONCRETE SIDEWALK, 4-INCH W/ TURNED DOWN EDGE

NOT TO SCALE

CONCRETE SIDEWALK

R

2"

4"

#4 REBAR, CONTINUOUS, 2" CLEAR MIN.

SEE ENGINEERED WOOD SAFETY SURFACE OR

SYNTHETIC TURF SECTION

CONCRETE TURNED DOWN EDGE

GRADE 3500

CLASS II SAND BASE 4" (CIP) @ 95%

COMPACTION, BY CONTRACTOR.

EXISTING SUBBASE CAN BE USED,

SUBJECT TO ENGINEER APPROVAL.

COMPACTED SUBGRADE

4" MIN.

M

I N

NO PARKING SIGN

12"

NOT TO SCALE

12"

ANY

PARKING

NO

TIME

CAP POST END

ALUMINUM R7-1 NO PARKING

OR 11G-1 TRAIL SIGN BOLT TO

STEEL TUBE WITH 3/8" CADMIUM

PLATED BOLTS, NUTS, AND

WASHERS

2-1/2" SQUARE STEEL TUBE,

PRIMED & PAINTED (SUPPORT

POSTS SHALL BE GRADE 60

STEEL)

1/2" CROWN

FINISH SURFACE GRADE

COMPACTED SUBGRADE OR

PAVEMENT

CONCRETE FOOTING

PRECAST BLOCK

L

C

PARKING STALL

NOT TO SCALE

RESERVED PAVEMENT SYMBOL

2'-3"

3'-6"

HANDICAP BLUE METHYL

METHACRYLATE PAINT. FIELD

AROUND SYMBOL.

WHITE METHYL METHACRYLATE

PAINT FOR SYMBOL.

4" MIN.

M

I N

PRECAST BLOCK

RESERVED PARKING SIGN

12"

NOT TO SCALE

ALUMINUM ACCESSIBLE PARKING SIGN

3/8" CADMIUM PLATED BOLTS, NUTS,

ALUMINUM VAN ACCESSIBLE PARKING SIGN

WITH IDENTIFICATION SYMBOL

BOLT TO STEEL TUBE WITH

AND WASHERS

CAP POST END

2-1/2" SQUARE STEEL TUBE, PRIMED & PAINTED

(SUPPORT POSTS SHALL BE GRADE 60 STEEL)

PLATED BOLTS, NUTS, AND WASHERS

INSTALL AT VAN ACCESSIBLE SPACES ONLY

BOLT TO STEEL TUBE WITH 3/8" CADMIUM

FINISH SURFACE GRADE

CONCRETE FOOTING

OR PAVEMENT

COMPACTED SUBGRADE

W

H E

N

I N

C L U

D E

D

1/2" CROWN

ACCESSIBLE

VAN

12"

PARKING

8" AGGREGATE BASE

12" SAND SUBBASE

NOT TO SCALE

PAVEMENT SECTION

TYPICAL HMA

165#/SYD

EST. YIELD

HMA APPLICATION TABLE

165#/SYD

HMA, 13A

TYPE

HMA,13A

ITEM

1 SURFACE

GRADE

COURSE

PERFORMANCE

BASE

VISCOSITY

58-28

58-28

AC-10

ASPHALT

AC-10

M:\Proj861001-863000\862430 - DTMB - Gourdneck Parking & Trail Imp\Cad\Plns\862430_C-501 DETL.dwg - plotted on 3/6/2024 1:13 PM - plotted on 3/6/2024 1:13 PM3/6/2024 1:13 PM

1/4" / 12"

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

FLOOR PLAN

2'-6"

3 4

5"

2'-0" 2'-0" 2'-0"

7'-6"

5"

1 2

1'-4"

*1

*1

" - 2" OUTSIDE DIA. GRAB BARS TO BE

COMPLETED BY OTHERS (TYP.)

CONCRETE WEDGE ANCHOR TO BE

COMPLETED BY OTHERS (TYP.)

12" X 16" VISION PROOF METAL GRILL

W/ ALUM. INSECT SCREEN TO BE

COMPLETED BY OTHERS (OPTIONAL)

*SIGN MUST BE PLACE ON THE LATCH SIDE

OF THE DOOR AND BE CENTERED ON A

CLEAR FLOOR SPACE OF 18" X 18".

SIGN MUST BE PLACED VERTICALLY 48"-60"

FROM THE FINISH FLOOR. SIGN MUST HAVE

TACTILE LETTERS AND BRAILLE. TO BE

COMPLETED BY OTHERS.

NOTE (TO BE COMPLETED BY OTHERS):

FRAMED STRUCTURE DIMENSIONS 6'-0" X 7'-6"

*DENOTES MEASUREMENT REQUIRED FOR COMPLIANCE WITH ACCESSIBILITY STANDARDS

DOOR MAY BE HINGED ON EITHER SIDE AS

LOCAL CONDITIONS DICTATE. DOOR HANDLE

TO BE ADA COMPLIANT (LEVER STYLE). TO BE

COMPLETED BY OTHERS.

EXTERIOR CLADDING NOTES (TO BE COMPLETED BY OTHERS):

" OSB PLYWOOD WITH MOISTURE BARRIER WRAP FOR METAL SIDING (RECOMMENDED) OR

" CEMENT BOARD SIDING DIRECTLY ON STUDS.

RECOMMENDED 1" SIDING OVERLAP OF CONCRETE SLAB.

5'-0"

(D) HINGE APPROACH, PULL SIDE

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

5'-0" MIN

ENTRANCE PAD DIMENSIONS

M

I N

1'-6"

*DENOTES MEASUREMENT REQUIRED FOR COMPLIANCE WITH ACCESSIBILITY STANDARDS

2'-0"

2'-0"

PLACE 12" GRANULAR MATERIAL

FOR EVEN SUPPORT

2'-0"

USE WATERSTOP SEALANT

WHERE TOILET FLOOR

SLAB SEATS ON VAULT

2"X4"X

" LONG NAILER WITH 2

GALVANIZED NAILS EACH SIDE

OPTIONAL FOR TOILET FASTENING

VENT PIPE SCREWED INTO

HEADER WITH SCREW TO BE

COMPLETED BY OTHERS

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

6'X9'X3'-3" DEEP CONCRETE VAULT WITH

3" WALLS (BOTTOM HALF OF 1,000

GALLON CONCRETE SEPTIC TANK)

VAULT TOILET WALL FRAMING

7'-6"

" SPACE FILLED WITH 2"X4"

TO BE COMPLETED BY OTHERS

SEE WINDOW DETAIL THIS SHEET

(TO BE COMPLETED BY OTHERS)

2"X4" HEADER TO BE

COMPLETED BY OTHERS

*39" - 41"

*1'-0" MAX

M

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F

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B

B

A R

*8"

2"X8" BACKER TO BE

COMPLETED BY OTHERS (TYP.)

*42" LONG MIN HORIZONTAL GRAB BAR

TO BE COMPLETED BY OTHERS

OPTIONAL TO BE COMPLETED BY

OTHERS: PROVIDE 12"X16" VISION

PROOF METAL GRILL WITH

ALUMINUM INSECT SCREEN

OPTIONAL STUD LAYOUT

(TO BE COMPLETED BY OTHERS)

· 16" OC STUD LAYOUT MEASURED FROM THE FRONT OF THE

BUILDING

· ALL GRAB BAR & TOILET PAPER DISPENSER MEASUREMENTS

TO REMAIN THE SAME PER ADA REQUIREMENTS

NOTE:

CONTRACTOR TO COMPLETE ALL WORK

BELOW GRADE.

DEPARTMENT OF NATURAL RESOURCES

TO COMPLETE RESTROOM ABOVE GRADE.

1'-8

2'-0"

1'-8

1'-0"

M

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*16"-18"

*DENOTES MEASUREMENT REQUIRED FOR COMPLIANCE WITH ACCESSIBILITY STANDARDS

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

VAULT TOILET WALL FRAMING

WINDOW DETAIL SECTION

FRONT WALL FRAMING

BACK WALL FRAMING

2"X8" BACKER FOR GRAB BAR

TO BE COMPLETED BY OTHERS

5'-5"

1 2

5'-5"

1 2

2'-0"

2"X4"X2

" LONG NAILER

WITH 2 GALVANIZED NAILS

EACH SIDE OPTIONAL

THIS EDGE ASSEMBLES

TO THE LEFT WALL TO BE

COMPLETED BY OTHERS

VAULT

VAULT

3'-5"

3'-2"

9"

2" X 4" DOOR HEADER TO BE

COMPLETED BY OTHERS

WINDOW HEADER

TO BE COMPLETED

BY OTHERS

EXTERIOR TRIM TO

OVERLAP WINDOW MIN

OF

" TO BE COMPLETED

BY OTHERS

INTERIOR TRIM TO

BE COMPLETED

BY OTHERS

FROSTED PLEXIGLASS

WINDOW TO BE

COMPLETED BY OTHERS

1 2

NOTE:

CONTRACTOR TO COMPLETE

ALL WORK BELOW GRADE.

DEPARTMENT OF NATURAL

RESOURCES TO COMPLETE

RESTROOM ABOVE GRADE.

NOTE:

CONTRACTOR TO COMPLETE

ALL WORK BELOW GRADE.

DEPARTMENT OF NATURAL

RESOURCES TO COMPLETE

RESTROOM ABOVE GRADE.

AIR FLOW

RIDGE VENT TO BE COMPLETED BY

OTHERS (SEE RIDGE VENT DETAIL THIS

SHEET)

1" GAP BETWEEN CDX PLYWOOD AND

RIDGE TO ALLOW FOR AIR VENTILATION

TO BE COMPLETED BY OTHERS

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

VAULT TOILET ROOF DETAILS

RIDGE VENT DETAIL

EAVE DETAIL

ROOF INTERIOR SECTION

INTERIOR ELEVATION

METAL ROOD OVERHANGS OSB BY

1" TO BE COMPLETED BY OTHERS

DRIP EDGE TO BE COMPLETED

BY OTHERS

1"X6" FASCIA TO BE COMPLETED

BY OTHERS

SOFFIT TO BE COMPLETED

BY OTHERS

2'-0" 2'-0" 2'-0"

1'-5

F R

O N

T

B A

C K

2" X 4" BRACING & NAILER (TYP.) TO BE

COMPLETED BY OTHERS

2" X 4" ROOF FRAMING TO BE COMPLETED BY

OTHERS

" CDX PLYWOOD OR OSB TO

BE COMPLETED BY OTHERS

DRIP EDGE TO BE

COMPLETED BY OTHERS

" LONG RIDGE VENT TO

BE COMPLETED BY OTHERS

METAL (RECOMMENDED) OR

ASPHALT SHINGLE ROOFING TO

BE COMPLETED BY OTHERS

UNDERLAYMENT SHEETING TO

BE COMPLETED BY OTHERS

ROOF EXTERIOR SECTION

X

Y

W

O

B

METAL (RECOMMENDED) OR

ASPHALT SHINGLE ROOFING TO

BE COMPLETED BY OTHERS

2" X 4" ANCHOR TO BE COMPLETED

BY OTHERS

SEE EAVE DETAIL (TO BE

COMPLETED BY OTHERS)

1 8

27°

RAFTER FRAMING

OVERHANG ON FRONT OF BUILDING

ONLY TO BE COMPLETED BY OTHERS

F R

O N

T

B A

C K

2" X 4" BRACING & NAILER (TYP.) TO BE

COMPLETED BY OTHERS

FASCIA TO BE COMPLETED BY OTHERS

ROOF PLAN

F

I K

D

9'-0"

1 2

1'-9"

1 2

1'-3

1 4

1 4

USE BELL END OF 12"

DIA. PIPE FOR FORM

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

RESTROOM VAULT TOILET REINFORCING PLAN

CONCRETE SLAB LAYOUT

CONCRETE SLAB SECTION

6'-0"

3'-2"

1 2

9'-0"

7'-5

" 1'-6

A

A

A

B

A

A

C

A

A

A

G

G

G GGGGHHGGG HH I

JJ

K

E

1 4

5 8

1 2

3"

" 7

" 8

" 9

" 9

" 10

" 11

" 10

" 11

CONCRETE SLAB RE-ROD LAYOUT

F&V PROJECT NO.

DESIGN

TEAM:

DRAWING INFORMATION:

CHECK BY:

REVISION:

D E

T

E C

H N

O L

O G

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M

A N

A G

E M

E N

T

D

G E

T

K A

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O U

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M

I

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P

A R

K I N

A

P R

O V

E M

E N

T S

2960 Lucerne Drive SE

P: 616.977.1000

F: 616.977.1005

Grand Rapids, MI 49546

D E S I G N

B U I L D

O P E R A T E

PROJ MNGR:

DESIGNED BY:

DRAWN BY:

862430

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P E

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862430_A-101 ARCH

030624 kayla.palmer

R E

S T

R O

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O U

T

A I L

S

A-101

KMP

KMP

RWS

CONCRETE SLAB RE-ROD LAYOUT

PLACEMENT LENGTH # OF PIECES

A 8'-9" 7

B 4'-8" 1

C 7'-4" 1

D 0'-10" 1

E 0'-3" 1

F 2'-1" 1

G 5'-9" 9

H 0'-9" 5

I 3'-4" 2

J 0'-11" 2

K 1'-3" 3

NOTE:

· RECOMMENDED #3 RE-ROD

· MINIMUM 1" CLEARANCE FROM RE-ROD TO ALL CONCRETE EDGES

V A

U L

T

A

O

A R

T

O

F

B

A S

E

B I D

S

C O

W

O R

K

Y

N

R

O

R

O

T H

E R

S

F

O R

C O

N T

R A

C T

O R

F

E R

E N

L

Y

NOTE:

ALL TIMBER, FRAMING, AND TRUSS DESIGN BY MDNR OR OTHERS.

M:\Proj861001-863000\862430 - DTMB - Gourdneck Parking & Trail Imp\Cad\Plns\862430_A-101 ARCH.dwg - plotted on 3/6/2024 1:14 PM - plotted on 3/6/2024 1:14 PM3/6/2024 1:14 PM