20241121_20221066_Arch_Civil_Drawings.pdf

HUBBELL, ROTH & CLARK, INC.

SEAL

LIST OF DRAWINGS

BRILEY TOWNSHIP PARK IMPROVEMENTS

JOB NO. 20221066

N

LOCATION MAP

NO SCALE

REVITALIZE BRILEY TOWNSHIP PARK

SITE AND ARCHITECTURAL PACKAGE

ISSUED FOR REBIDDING

NOVEMBER 21, 2024

JOB NO. 20221066

SRF NO.

CONTRACT NO.

PREPARED BY:

555 HULET DRIVE

BLOOMFIELD HILLS, MI.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

PROJECT

AREA

THUNDER BAY RIVER

COVER COVER SHEET

SHEET NO. SHEET TITLE

ARCHITECTURAL

C-1 LEGEND

C-2 & C-3 DETAILS

C-4 REMOVAL PLAN

C-5 SITE PLAN

C-6 GRADING PLAN

C-7 LANDSCAPE PLAN

A-1 ARCHITECTURAL SPECIFICATIONS

A-2 ARCHITECTURAL SCHEDULES AND DETAILS

A-3 ENCLOSED PAVILION FLOOR PLAN AND DEMO PLAN

A-4 ENCLOSED PAVILION EVELATIONS

A-5 ENCLOSED PAVILION SECTION AND DETAILS

A-6 ENCLOSED PAVILION DETAIL PLAN AND INTERIOR ELEVATIONS

A-7 ENCLOSED PAVILION DETAIL PLAN AND INTERIOR ELEVATIONS

A-8 ENCLOSED PAVILION REFERENCE PHOTOS

A-9 ENCLOSED PAVILION REFERENCE PHOTOS

A-11 OPEN AIR - PAVILION PLANS AND DETAILS

A-12 OPEN AIR - PAVILION ELEVATIONS AND PHOTOS

M1.0 MECHANICAL DEMOLITION FLOOR PLAN

M1.1 MECHANICAL FLOOR PLAN

M2.0 DETAILS & EQUIPMENT SCHEDULES

M3.1 MECHANICAL SPECIFICATION

M3.2 MECHANICAL SPECIFICATION

P1.0 PLUMBING COVER SHEET

P1.1 SANITARY FLOOR PLAN

P2.1 RISER DIAGRAM & SCHEDULES

P2.2 DOMESTIC COLD AND HOT WATER FLOOR PLAN

P2.3 DETAILS AND SCHEDULES

P3.1 PLUMBING SPECIFICATION

P3.2 PLUMBING SPECIFICATION

DE-1 ENCLOSED PAVILION ELECTRICAL DEMOLITION PLAN

E-1 ELECTRICAL NOTES, SPECS, AND LEGEND

E-2 ELECTRICAL ONE-LINE DIAGRAM

E-3 ENCLOSED PAVILION ELECTRICAL POWER PLAN

E-4 ENCLOSED PAVILION ELECTRICAL LIGHTING PLAN

E-5 LIGHTING DETAIL AND DETAILS

MECHANICAL

CIVIL

ELECTRICAL

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ORIGINAL PLOT SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES)

L.C.

D R

T L

CH. BRG.

P.C.

P.C.C.

P.I.

P.T.

P.O.C.

P.R.C.

P.V.C.

P.V.I.

P.V.T.

P.O.R.

P.O.E.

H.C.P.

MSE

ST.

SAN.

W.M.

R.O.W.

T.C.

T/C F.J.

S.S.L.

B.M.

P.O.B.

C.I.P.

C.S.B.

POINT ON CURVE

DEGREE OF CURVATURE

RADIUS

CENTRAL ANGLE

TANGENT

ARC LENGTH

CHORD LENGTH

POINT OF CURVATURE

POINT OF COMPOUND CURVATURE

POINT OF INTERSECTION

POINT OF TANGENCY

POINT OF REVERSE CURVATURE

POINT OF VERTICAL CURVE

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL TANGENCY

POINT OF ROTATION

POINT OF ENDING

HORIZONTAL CONTROL POINT

BENCH MARK

MECHANICALLY STABILIZED EMBANKMENT

STORM SEWER

SANITARY SEWER

WATERMAIN

RIGHT-OF-WAY

TOP OF CURB

TOP OF DRAINAGE STRUCTURE COVER

HYDRANT FROST JACKET ELEVATION

SLOPE STAKE LINE

CHORD BEARING (LONG CHORD)

POINT OF BEGINNING

COMPACTED IN PLACE

COMPLETE SAND BACKFILL

HORIZONTAL CURVES

VERTICAL CURVES

GENERAL

ABBREVIATIONS

WATER MAIN

DECIDUOUS TREE

DECIDUOUS SHRUB

CONIFEROUS TREE

STUMP

STORM MANHOLE & PIPE END

RISER & DOWN SPOUT

PUMP STATION

FIRE HYDRANT

GUY

UTILITY POLE

LIGHT POLE

GUY WIRE ANCHOR

UNDERGROUND MARKER

GAS BOX & BLOW OFF

BENCH MARK SYMBOL

GAS VALVE / PIPE END G-V

U.G. CABLE TV

RIGHT-OF-WAY

PROPERTY LINE

ABANDON & REMOVAL

SYMBOLS

ITEM

EXISTING

SYMBOL

REMOVE CURB & GUTTER

SOIL BORING/PAVEMENT CORE

BUILDING

TRAVERSE LINE &

TRAVERSE POINT

WATER STOP BOX

& SPRINKLER HEAD

METER PIT

U.G. TELEPHONE

GAS MAIN

STORM SEWER

SANITARY SEWER

STORM UNDERDRAIN

UNSPECIFIED MANHOLE

GATE VALVE, GATE WELL & WELL

MANHOLE, CATCH

BASIN, INLET, & END

SECTION SYMBOLS

U.G. ELECTRIC

CONIFEROUS SHRUB

ET

DRAINAGE FLOW

U.G. ELEC. & TELE.

PROPOSED

LEGEND

FENCE

SLOPE STAKE LINE

PERMANENT SIDEWALK

EASEMENT

TEMPORARY GRADING

EASEMENT

SQUARE/ROUND CATCHBASINS

& INLETS IN PAVEMENT

EX. 12" STM. SWR.

EX. 12" SAN. SWR.

EX. 12" D.I. W.M.

EX. 6" S-MP GAS MAIN

COMBINED PROPERTY

EX. 12" CMP

RELOCATE BY OTHERS

ADJUSTMENT

RELOCATE

DITCH CENTERLINE

QUANTITIES - AS-DIRECTED

Item Description Qty Unit

Minor Traf Devices 1 LSUM

Observation Crew Days 10 DAYS

*THE ABOVE ITEMS OF WORK SHALL BE DONE AS THEY APPLY

THROUGHOUT THE PROJECT OR AS DIRECTED BY THE ENGINEER.

THESE ITEMS ARE NOT DETAILED OR INCLUDED ON THE PLAN SHEETS

APPROVED

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

20221066

October 2024

BRILEY TOWNSHIP

ATLANTA, MONTMORENCY CO., MI

REVITALIZE BRILEY

TOWNSHIP PARK SITE

AND ARCHITECTURE

PACKAGE

MEDC- CDBG GRANT

PROJECT

AREA

THUNDER BAY RIVER

03-07-2024 PRELIM. OWNER REVIEW

03-13-2024 OWNER REVIEW

05-28-2024 90% OWNER REVIEW

06-27-2024 ISSUED FOR BID

07-18-2024 ISSUED FOR CONSTRUCTION

08-27-2024 ADDENDUM 1

10-29-2024 OWNER REVIEW

11-21-2024 ISSUED FOR REBIDDING

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LEGEND

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TJP

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MH

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CB

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INL

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ADJ

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REL B/O

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AutoCAD SHX Text 2024 Hubbell, Roth & Clark, Inc. All Rights Reserved

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AutoCAD SHX Text Giri, Akanksha

AutoCAD SHX Text

11/19/2024 2:14 PM

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ORIGINAL PLOT SIZE: ARCH D (24.00 X 36.00 INCHES)

C

EN

TE

R

LI

N

E

SI

D

EL

IN

E

BASELINE

R

IG

H T

SE

R

VI

C

E

AR

EA

LE

FT

S

ER

VI

C

E

AR

EA

PROPOSED PICKLEBALL COURTS

NON-VOLLEY LINE

NON-VOLLEY

ZONE/KITCHEN

NO SCALE

NOTES:

ALL PAINTING AND STRIPING FOR PICKLE BALL COURTS IS TO BE INCLUDED

IN THE PAY ITEM: Pickle Ball Court Painting - LSUM.

ALL ITEMS RELATED TO PROPOSED NETS TO BE INCLUDED IN THE PAY ITEM:

Pickle Ball Nets - LSUM.

ALL FENCING, GATES, AND COMPONENTS TO BE INCLUDED IN THE PAY ITEM:

Fence, Vinyl Coated, Chain Link - LSUM.

CENTER STRAP ANCHOR

20' 10'

C

EN

TE

R

LI

N

E

SI

D

EL

IN

E

BASELINE

R

IG

H T

SE

R

VI

C

E

AR

EA

LE

FT

S

ER

VI

C

E

AR

EA

PICKLEBALL COURT

DIMENSIONS

NON-VOLLEY LINE

NON-VOLLEY

ZONE/KITCHEN

NO SCALE

NOTES:

ALL PAINTING AND STRIPING FOR PICKLE BALL COURTS IS TO

BE INCLUDED IN THE PAY ITEM: Pickle Ball Court Painting - LSUM.

60'

NET POST

NETNET

TENSIONER

HMA COURT

SURFACE

NET POST SET IN NET

POST MANUFACTURER'S

SLEEVE

FINISHED

SURFACE

NO SCALE

TO BE PAID FOR AS: Pickle Ball Nets - LSUM

GRADE S2

CONCRETE

(3000 P.S.I.)

CONCRETE

FOOTING

CENTER

STRAP

ANCHOR

AGGREGATE

BASE

COURT

SURFACE

NET POST FOUNDATION

NO SCALE

TO BE PAID FOR AS: Pickle Ball Nets - LSUM

10'5' 5'

1'

(TYP.)

10' High Chain Link Fence

Net Post

(TYP.)

9'

PROPOSED HMA SURFACE.

PAID FOR AS: HMA Court - Syd

(SEE DETAIL - THIS SHEET)

Proposed Pickleball Court (SEE DETAIL

FOR DIMENSIONS - THIS SHEET)

Center Strap Anchor (TYP.)

HMA APPLICATION CHART

COURSE ITEM RATE OF APPLICATION PERFORMANCE GRADE

TOP COURSE HMA, 5EML -

PAID FOR AS: HMA, Court 165 LBS/SYD 58-28

LEVELING HMA, 5EML -

PAID FOR AS: HMA, Court 165 LBS/SYD 58-28

HMA BOND COAT

(INCLUDED IN

COST OF HMA)

0.05 - 0.15 GAL/SYD

FOR INFO ONLY

(NOT A PAY ITEM)

PLAYGROUND RESURFACING DETAIL

COMPACTED SUBGRADE

CONCRETE/ASPHALT

NO SCALE

TO APPLY AS SHOWN ON THE PROPOSED SITE PLAN SHEET

VARIES IN COLOR. SEE SITE PLAN FOR COLOR

SEE TYPICAL CONCRETE SECTION (THIS SHEET)

4"

4" AGGREGATE SUB-BASE. COMPACTED TO

95% OF MAXIMUM DENSITY. PAID FOR AS:

Aggregate Base, 4 inch, 21AA Limestone - Syd

VITRITURF BASE MAT. PAID FOR AS:

Rubberized Surfacing, Poured-in-Place - Sft

VITRITURF WEARING COURSE (MIN. 12"). PAID FOR AS:

Rubberized Surfacing, Poured-in-Place - Sft

NOTCHED KEYWAY (1

2" x 12") TO BE INCLUDED IN THE

COST OF: Rubberized Surfacing, Poured-in-Place - Sft.

CONCRETE SIDEWALK TO BE PAID

FOR AS: Sidewalk, Conc, 4 inch - Sft

6"

12"

15"

3' -6

4'

-0

6"

2'-0"

2' -0

D

IA

Know what's below.

before you dig.Call

CALL811.COM

CALL MISS DIG

72 HOURS

(3 WORKING DAYS)

BEFORE YOU DIG

1-800-482-7171 or 811

(TOLL FREE)

NOTICE:

ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC SURVEY

HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND RECORD

MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE, OR

SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR

ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING.

PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY

NO SCALE

NOTES: SEE LANDSCAPE PLAN FOR PROPOSED BIOSWALE LOCATION,

AND INFILTRATION ZONE.

BIOSWALE SECTION DETAIL

VARIES

(3'-10')

4"

(TYP)

4"

(TYP)

EXISTING SOIL

Infiltration Zone Soil Mixture - Syd

PLANTING BED SOIL

MIXTURE TILLED

INTO EXISTING SOIL

Planting Bed Soil Mixture - Syd

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

NOTES:

1) ALL FENCING COMPONENTS TO BE BLACK VINYL COATED

2) NORTH, SOUTH, AND EAST PERIMETER FENCE TO BE 10' HIGH.

3) ALL FENCING COMPONENTS AROUND PICKLE BALL COURT TO

BE PAID FOR AS: Fence, Vinyl Coated, Chain Link - LSUM

4) PROPOSED 3' GATE ON SOUTH FENCE TO BE PAID FOR AS:

Fence, Vinyl Coated, Chain Link - LSUM

PICKLEBALL FENCING WEST ELEVATION

62'-0"

20'-0"

10'-0"

5'-0"

'-0

3' x 8' SWING GATE, TYPICAL FOR SOUTH ELEVATION

1-1/2" MAX. FENCE FABRIC

STANDARD TOP RAIL,

TYPICAL FOR PERIMETER

STANDARD FENCE

POST (TYP)

STANDARD POST CROSS BRACING,

TYPICAL FOR ALL CORNERS

5' -0

3'-0"

8' -0

20'-0"

10'-0"STANDARD FABRIC BASE

CABLE, TYPICAL FOR

PERIMETER, TENSIONED

9'

NON-VOLLEY

ZONE - RED (TYP.)

OUT OF BOUNDS AREA

- NO COLOR (TYP.)

VARIES

4"

CONCRETE PERIMETER SECTION TO BE INCLUDED IN THE COST OF:

Rubberized Surfacing, Poured-in-Place - Sft AND WILL NOT BE PAID FOR SEPARATELY.

8"

4"

NOT TO SCALE

UNDERDRAIN DETAIL

2' M

IN

6"

18"

UNDERDRAIN PIPE SHALL BE 6" DIA.

CORRUGATED, SLOTTED,

POLYTHYENE (PE) CONFORMING TO

AASHTO M252 AND SHALL NOT BE

WRAPPED IN A GEOTEXTILE SOCK.

BACKFILL TRENCH WITH MDOT

34R OPEN-GRADED AGGREGATE.

PAID AS PART OF: Underdrain, Subgrade, 6 inch - Ft

ALL LABOR AND MATERIAL

NECESSARY FOR THIS WORK SHALL

BE INCLUDED IN THE PAY ITEM:

Underdrain, Subgrade, 6 inch - Ft

GEOTEXTILE SEPARATOR LINING THE

TRENCH SHALL BE PAID AS PART OF:

Underdrain, Subgrade, 6 inch - Ft

SEE PLAYGROUND RESURFACING

DETAIL (THIS SHEET) FOR

CROSS-SECTION INFORMATION

TO APPLY: AS SHOWN ON THE PROPOSED SITE PLAN SHEET. TO BE

PAID FOR AS: Underdrain, Subgrade, 6 inch - Ft

THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING UNDER

EXISTING PLAYGROUND EQUIPMENT AS SHOWN ON THE SITE PLAN.

Granular Material, CL II - Cyd

2 INCH BOUNDARY

LINES - WHITE (TYP.)

44' 7'

15' 7'

15'

SERVICE AREA -

BLUE (TYP.)

4"

APPROVED

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

20221066

June 2024

BRILEY TOWNSHIP

ATLANTA, MONTMORENCY CO., MI

REVITALIZE BRILEY

TOWNSHIP PARK SITE

AND ARCHITECTURE

PACKAGE

MEDC- CDBG GRANT

PROJECT

AREA

THUNDER BAY RIVER

03-07-2024 PRELIM. OWNER REVIEW

03-13-2024 OWNER REVIEW

05-28-2024 90% OWNER REVIEW

06-27-2024 ISSUED FOR BID

07-18-2024 ISSUED FOR CONSTRUCTION

08-27-2024 ADDENDUM 1

10-29-2024 OWNER REVIEW

11-21-2024 ISSUED FOR REBIDDING

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DETAILS

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NO SCALE

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TJP

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MJD

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MPD

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AutoCAD SHX Text 2024 Hubbell, Roth & Clark, Inc. All Rights Reserved

AutoCAD SHX Text C

AutoCAD SHX Text V:\202210\20221066\C\Sheets\dt01.dwg

AutoCAD SHX Text Giri, Akanksha

AutoCAD SHX Text

11/19/2024 2:10 PM

AutoCAD SHX Text HRC_OLW.ctb

Know what's below.

before you dig.Call

CALL811.COM

CALL MISS DIG

72 HOURS

(3 WORKING DAYS)

BEFORE YOU DIG

1-800-482-7171 or 811

(TOLL FREE)

NOTICE:

ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC SURVEY

HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND RECORD

MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE, OR

SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR

ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING.

PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY

(T

YP

9'

(TYP.)

TYPICAL PARKING SPACE

WITH PARKING BUMPER

Striping, Pavement

- LSUM

EDGE OF PAVEMENT.

(NO CURB) Parking Blocks

- Ea (TYP.)

TYPICAL 8' WIDE HANDICAP PARKING SPACE

8'

(TYP.)

8'

(TYP.)

5' 8'

TY

P.

45°'

Striping, Pavement

- LSUM (TYP.)

Striping, Pavement

- LSUM

Parking Blocks

- Ea (TYP.)

SIDE VIEW

MATERIALS: AIR ENTRAINED REINFORCED CONCRETE

TYPICAL END VIEW

NO SCALE

8"

4"

4"

TYP.

1" DIA. HOLES FOR

ANCHOR PINS - (TYP)

7" TY

P.

1'-6"

1'-4" 3'-4"

1'-6"

8'-0"

4"

4"

TYP.

NO SCALE

PARKING BLOCK DETAIL

NOTE:

ALL MATERIALS AND LABOR SHOWN

ABOVE INCLUDED IN: Parking Blocks - Ea.

6 INCH & RAMPS DETAIL

NO SCALE

2% TOWARDS LOT

EXCAVATION AND EMBANKMENT SHALL BE INCLUDED

IN THE COST OF THE SIDEWALK PAY ITEMS

PROPOSED SIDEWALK

WIDTH VARIES (SEE PLANS)

1:1 (T

YP)

SIDEWALK, CONCRETE, 4 INCH,

3"

(TYP)

4"

NOTE:

1. SIDEWALK TO BE PAID FOR AS ONE OF THE FOLLOWING:

- Sidewalk, Conc, 4 inch (Sft)

- Sidewalk, Conc, 6 inch (Sft)

- Sidewalk Ramp, Conc, 6 inch (Sft)

EMBANKMENT INCLUDED

IN THE COST OF THE

SIDEWALK PAY ITEMS

Granular Material, CL II - Cyd

EXISTING SUBGRADE /

COMPACTED

NO SCALE

TO APPLY: PICKLEBALL COURT AREA

TYPICAL COURT HMA SECTION

3"

6"

HMA, 5EML - PAID FOR AS: HMA, Court - Syd

Aggregate Base, 6 inch, 21AA Limestone - Syd

HMA, 5EML - PAID FOR AS: HMA, Court - Syd

EXISTING SUBGRADE /

COMPACTED

NO SCALE

TO APPLY: AS DIRECTED ON THE PROPOSED SITE PLAN SHEET

TYPICAL CONCRETE SECTION

4"

4"

Sidewalk, Conc, 4 inch - Sft Granular Material, CL II - Cyd

VARIES

APPROVED

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

20221066

October 2024

BRILEY TOWNSHIP

ATLANTA, MONTMORENCY CO., MI

REVITALIZE BRILEY

TOWNSHIP PARK SITE

AND ARCHITECTURE

PACKAGE

MEDC- CDBG GRANT

PROJECT

AREA

THUNDER BAY RIVER

03-07-2024 PRELIM. OWNER REVIEW

03-13-2024 OWNER REVIEW

05-28-2024 90% OWNER REVIEW

06-27-2024 ISSUED FOR BID

07-18-2024 ISSUED FOR CONSTRUCTION

08-27-2024 ADDENDUM 1

10-29-2024 OWNER REVIEW

11-21-2024 ISSUED FOR REBIDDING

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DETAILS

AutoCAD SHX Text

NO SCALE

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TJP

AutoCAD SHX Text

TJP

AutoCAD SHX Text

MJD

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MPD

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SSL

AutoCAD SHX Text 2024 Hubbell, Roth & Clark, Inc. All Rights Reserved

AutoCAD SHX Text C

AutoCAD SHX Text V:\202210\20221066\C\Sheets\dt02.dwg

AutoCAD SHX Text Giri, Akanksha

AutoCAD SHX Text

11/19/2024 2:12 PM

AutoCAD SHX Text HRC_OLW.ctb

REMOVE

EX. FENCE

REMOVE EX.

SIDEWALK

LEGEND

Sidewalk, Rem

Fence, Rem

Tree, Rem

Boulder, Remove & Replace

REMOVE &

REPLACE EX.

BOULDER (TYP)

Know what's below.

before you dig.Call

CALL811.COM

CALL MISS DIG

72 HOURS

(3 WORKING DAYS)

BEFORE YOU DIG

1-800-482-7171 or 811

(TOLL FREE)

NOTICE:

ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC SURVEY

HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND RECORD

MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE, OR

SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR

ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING.

PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY

PROPOSED BOTTLE

FILL STATION

ENCLOSED

PAVILION/RESTROOM

RENOVATIONS

REMOVE EX. FIBAR WOOD MULCH

PLAYGROUND SURFACING TO

SUBGRADE (8" TO 15")

OPEN-AIR PAVILION

WEATHER PROTECTION

Fibar Wood Mulch, Rem

W

ES

T

ST

R

EE

T

PA

R

LA

N

D S

TR

EE

T

PARK STREET

REMOVE EX.

TREE/STUMP

(TYP)

CONSTRUCTION NOTES:

1. CONTRACTOR TO MAINTAIN ACCESS TO ALL OTHER AMENITIES WITH IN THE PARK

DURING CONSTRUCTION. TO BE PAID FOR UNDER THE CONTRACT ITEMS OF:

Minor Traf Devices - LSUM AND Traf Regulatory Control - LSUM.

2. CONTRACTOR MAY UTILIZE 1/2 OF THE PARKING LOT FOR HIS OPERATIONS. THE

REMAINDER OF THE PARKING LOT SHALL REMAIN AVAILABLE FOR PUBLIC USE, TO

BE PAID FOR UNDER THE CONTRACT ITEMS OF: Minor Traf Devices - LSUM AND Traf Regulatory Control - LSUM. ANY DAMAGE TO THE PARKING LOT BY THE

CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL

COST TO THE OWNER.

3. CONTRACTOR SHALL PROTECT THE EXISTING SIDEWALK FROM ALL

CONSTRUCTION ACTIVITIES. ANY DAMAGE INCURRED SHALL BE REPAIRED BY

THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

REMOVAL NOTES:

1. CONTRACTOR TO REMOVE ALL EXISTING WOOD FIBER PLAYGROUND MULCH TO

EXISTING SUBGRADE. TO BE PAID FOR AS: Fibar Wood Mulch, Rem - Syd

2. EXISTING BOULDERS ARE TO BE REMOVED AND REPLACED AS APPROVED BY THE

ENGINEER. LOCATION OF BOULDER STORAGE DURING CONSTRUCTION TO BE

REVIEWED AND APPROVED BY THE OWNER. TO BE PAID FOR AS: Boulder, Remove & Replace - Ea.

3. EXISTING FENCE SHALL BE REMOVED AND NOT REPLACED. TO BE PAID FOR AS:

Fence, Rem - Ft.

4. ANY ITEMS INTENDED TO REMAIN, THAT ARE DAMAGED BY THE CONTRACTOR,

ARE TO BE REPLACED IN KIND, AT THE EXPENSE OF THE CONTRACTOR.

QUANTITIES - THIS SHEET

Item Description Qty Unit

Tree, Rem, 19 inch to 36 inch 1 Ea

Fence, Rem 97 Ft

Sidewalk, Rem 21 Syd

Boulder, Remove & Replace 17 Ea

Fibar Wood Mulch, Rem 403 Syd

APPROVED

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

20221066

June 2024

BRILEY TOWNSHIP

ATLANTA, MONTMORENCY CO., MI

REVITALIZE BRILEY

TOWNSHIP PARK SITE

AND ARCHITECTURE

PACKAGE

MEDC- CDBG GRANT

PROJECT

AREA

THUNDER BAY RIVER

03-07-2024 PRELIM. OWNER REVIEW

03-13-2024 OWNER REVIEW

05-28-2024 90% OWNER REVIEW

06-27-2024 ISSUED FOR BID

07-18-2024 ISSUED FOR CONSTRUCTION

08-27-2024 ADDENDUM 1

10-29-2024 OWNER REVIEW

11-21-2024 ISSUED FOR REBIDDING

AutoCAD SHX Text

REMOVAL PLAN

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text C-4

AutoCAD SHX Text

TJP

AutoCAD SHX Text

TJP

AutoCAD SHX Text

MJD

AutoCAD SHX Text

MPD

AutoCAD SHX Text R

AutoCAD SHX Text

EX. 12" STM

AutoCAD SHX Text

EX. 12" STM

AutoCAD SHX Text 2024 Hubbell, Roth & Clark, Inc. All Rights Reserved

AutoCAD SHX Text C

AutoCAD SHX Text V:\202210\20221066\C\Sheets\rm01.dwg

AutoCAD SHX Text Pietila, Travis

AutoCAD SHX Text

1/27/2025 7:31 AM

AutoCAD SHX Text HRC_OLW.ctb

LEGEND

PROPOSED HMA

CONSTRUCTION NOTES:

1. CONTRACTOR TO MAINTAIN ACCESS TO ALL OTHER AMENITIES WITH IN THE PARK

DURING CONSTRUCTION. TO BE PAID FOR UNDER THE CONTRACT ITEM OF:

Minor Traf Devices - LSUM.

2. CONTRACTOR MAY UTILIZE 1/2 OF THE PARKING LOT FOR HIS OPERATIONS. THE

REMAINDER OF THE PARKING LOT SHALL REMAIN AVAILABLE FOR PUBLIC USE, TO

BE PAID FOR UNDER THE CONTRACT ITEM OF: Minor Traf Devices - LSUM. ANY

DAMAGE TO THE PARKING LOT BY THE CONTRACTOR SHALL BE REPAIRED BY THE

CONTRACTOR WITH 4 INCH THICK HMA AT NO ADDITIONAL COST TO THE OWNER.

3. CONTRACTOR SHALL PROTECT THE EXISTING SIDEWALK FROM ALL

CONSTRUCTION ACTIVITIES. ANY DAMAGE INCURRED SHALL BE REPAIRED BY

THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

PROPOSED CONCRETE

PROPOSED BIOSWALE

PROPOSED NATIVE PLANTINGS

PROPOSED PLAYGROUND RESURFACE

(LIGHT BLUE/TEAL)

POURED-IN-PLACE SURFACING NOTES:

1. MAINTAIN AND PROTECT ALL EXISTING AND PROPOSED PAVEMENTS,

PLAYGROUND STRUCTURES AND FOUNDATIONS FROM DAMAGE.

2. ALL PLAYGROUND POLE STRUCTURES SHALL BE PROTECTED BY APPLYING A

TEMPORARY PROTECTIVE WRAP TO A HEIGHT OF 3' ABOVE PROPOSED

SURFACING GRADE, PRIOR TO REMOVAL OF MULCH.

3. COLORS & LOCATIONS SHOWN ARE FOR BIDDING PROPOSES AND ARE SUBJECT

TO FIELD REVIEW AND ADJUSTMENTS

4. SUBGRADE TO BE SLOPED TO THE UNDERDRAIN LOCATION.

5. ALL WORK AND MATERIALS ASSOCIATED WITH PLAYGROUND RESURFACING IS TO

BE PAID FOR AS: Rubberized Surfacing, Poured-in-Place - Sft AND Aggregate Base, 4 inch, 21AA Limestone - Syd. SEE DETAIL SHEET FOR ADDITIONAL INFORMATION.

Know what's below.

before you dig.Call

CALL811.COM

CALL MISS DIG

72 HOURS

(3 WORKING DAYS)

BEFORE YOU DIG

1-800-482-7171 or 811

(TOLL FREE)

NOTICE:

ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC SURVEY

HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND RECORD

MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE, OR

SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR

ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING.

PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY

PROPOSED PLAYGROUND RESURFACE

(BIEGE/TAN)

QUANTITIES - THIS SHEET

Item Description Qty Unit

Grading & Earthwork 1 LSUM

Erosion Control, Silt Fence 150 Ft

Aggregate Base, 6 inch, 21AA, Limestone 414 Syd

HMA Court 414 Syd

Granular Material, CL II 20 Cyd

Sidewalk, Conc, 4 inch 1402 Sft

Fence, Vinyl Coated, Chain Link 1 LSUM

Pickle Ball Court Painting 1 LSUM

Pickle Ball Nets 1 LSUM

Aggregate Base, 4 inch, 21AA, Limestone 403 Syd

Underdrain, Subgrade, 6 inch 173 Ft

Underdrain, Outlet Ending, 6 inch 1 Ea

Rubberized Surfacing, Poured-in-Place 3620 Sft

Turf Restoration Seed & Straw, Inc. 2-inch Topsoil 1359 Syd

APPROVED

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

20221066

October 2024

BRILEY TOWNSHIP

ATLANTA, MONTMORENCY CO., MI

REVITALIZE BRILEY

TOWNSHIP PARK SITE

AND ARCHITECTURE

PACKAGE

MEDC- CDBG GRANT

PROJECT

AREA

THUNDER BAY RIVER

03-07-2024 PRELIM. OWNER REVIEW

03-13-2024 OWNER REVIEW

05-28-2024 90% OWNER REVIEW

06-27-2024 ISSUED FOR BID

07-18-2024 ISSUED FOR CONSTRUCTION

08-27-2024 ADDENDUM 1

10-29-2024 OWNER REVIEW

11-21-2024 ISSUED FOR REBIDDING

BENCH CONSTRUCTION NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND COORDINATING THE

INSTALLATION OF THE PARK BENCHES WITH THE SITE IMPROVEMENT

CONTRACTOR.

2. PARK BENCH MANUFACTURED BY BELSON OUTDOORS, MODEL #PL6-P TO

MATCH OTHER EXISTING PARK BENCHES.

3. MUST HAVE PREDRILLED MOUNTING HOLES FOR THE ABILITY TO SURFACE

MOUNT BENCH AND PADS TO PROTECT THE FLOORING.

4. PARK BENCH TO MOUNTED TO CONCRETE PAD WITH STAINLESS STEEL

CONCRETE MOUNTING LAG BOLTS.

PROPOSED 6'

TRADITIONAL

RECYCLED

PARK BENCH

PROPOSED 6'

TRADITIONAL

RECYCLED

PARK BENCH

PROPOSED BOTTLE FILL STATION.

REMOVE EXISTING WATER

FOUNTAIN IN SAME LOCATION.

W

ES

T

ST

R

EE

T

PA

R

LA

N

D S

TR

EE

T

PARK STREET

EX

IS

TI

N

G

BU

IL

D

IN

G

EX

IS

TI

N

G B

U

IL

D

IN

G

EX

IS

TI

N G

B U

IL

D

IN

G

AS

PH

AL

T

PA

R

KI

N

G

ASPHALT PARKING LOT

ENCLOSED PAVILION/RESTROOM

- REFER TO SHEETS A-1 THRU A-9

FOR ADDITIONAL INFORMATION

PROTECT

EXISTING

PLANTING

BEDS

OPEN-AIR PAVILION WITH

WEATHER PROTECTION

PANELS. REFER TO SHEETS

A-1, A-11 & A-12 FOR

ADDITIONAL INFORMATION

EXISTING ONE-WAY ALLEY

ASPHALT

PARKING

ASPHALT

PARKING

PROPOSED EXTERIOR

DOOR FROST SLABS -

SEE SHEET A-5

(2) ADA PARKING

SPACES - PROV.

COMPLIANT

PARKING SIGNS

ON BLDG.

8'

8'

PAVILION

CONC. SLAB

NEW PARKING

STRIPING (TYP)

- SEE DETAIL

8' 9'5'

TURF RESTORATION

AT ALL HATCHED

AREAS (INCIDENTAL

TO CONTRACT)

NEW CONCRETE

PARKING BUMPERS

(TYP) - SEE DETAIL

PROPOSED BIOSWALE SEE DETAIL SHEET

AND GRADING PLAN FOR ADDITIONAL

INFORMATION. TO BE PAID FOR AS:

Grading & Earthwork - LSUM

PROPOSED PICKLEBALL AREA

(SEE DETAIL SHEET FOR

ADDITIONAL INFORMATION)

PROPOSED 10' HIGH CHAIN LINK

FENCE TO BE PAID FOR AS:

Fence, Vinyl Coated, Chain Link - LSUM

PROPOSED COURT ENTRANCE GATE

TO BE INCLUDED IN THE COST OF

Fence, Vinyl Coated, Chain Link - LSUM

PROPOSED CONCRETE JOINTS

(TYP) ARE TO BE INCLUDED IN THE

COST OF Sidewalk, Conc, 4 inch - Sft

AND NOT PAID FOR SEPARATELY.

PROPOSED PLAYGROUND

RESURFACING - SEE DETAIL

(LIGHT BLUE/TEAL TO BE

SELECTED BY OWNER

FROM MANUFACTURER

STANDARD COLORS)

PROPOSED PLAYGROUND

RESURFACING - SEE

DETAIL (BIEGE/TAN TO BE

SELECTED BY OWNER

FROM MANUFACTURER

STANDARD COLORS)

PROPOSED COURT

ENTRANCE GATE TO BE

INCLUDED IN THE COST OF

Fence, Vinyl Coated, Chain Link - LSUM

6" INV: 875.95

6" INV S: 876.62

67' - 6" UNDERDRAIN PIPE TO

BE PAID FOR AS:

Underdrain, Subgrade, 6 inch - Ft

106' - 6" UNDERDRAIN PIPE TO

BE PAID FOR AS:

Underdrain, Subgrade, 6 inch - Ft

PROPOSED

RESTORATION

LIMITS (TYP)

PROPOSED

RESTORATION

LIMITS (TYP)

6" INV W: 874.90

Underdrain, Outlet Ending, 6 inch - 1 Ea

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text C-5

AutoCAD SHX Text

TJP

AutoCAD SHX Text

TJP

AutoCAD SHX Text

MJD

AutoCAD SHX Text

MPD

AutoCAD SHX Text R

AutoCAD SHX Text 2024 Hubbell, Roth & Clark, Inc. All Rights Reserved

AutoCAD SHX Text C

AutoCAD SHX Text V:\202210\20221066\C\Sheets\pl01.dwg

AutoCAD SHX Text Pietila, Travis

AutoCAD SHX Text

1/27/2025 7:31 AM

AutoCAD SHX Text HRC_OLW.ctb

LEGEND

PROPOSED HMA

PROPOSED CONCRETE

PROPOSED BIOSWALE

PROPOSED PLAYGROUND RESURFACE

PROPOSED GRADES

EXISTING GRADES

EXISTING CONTOUR LINE

PROPOSED CONTOUR LINE785

XXX.XX

Know what's below.

before you dig.Call

CALL811.COM

CALL MISS DIG

72 HOURS

(3 WORKING DAYS)

BEFORE YOU DIG

1-800-482-7171 or 811

(TOLL FREE)

NOTICE:

ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC SURVEY

HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND RECORD

MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE, OR

SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR

ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING.

PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY

6" INV W: 874.90

6" INV: 875.95

6" INV S: 876.62

879.18

878.99

878.87 878.57

878.20

878.33878.50

878.21878.32 878.46

877.31

878.41

878.69

878.72

879.10

878.39 W

ES

T

ST

R

EE

T

PARK STREET

CONSTRUCTION NOTES:

1. CONTRACTOR TO MAINTAIN ACCESS TO ALL OTHER AMENITIES WITH IN THE PARK

DURING CONSTRUCTION. TO BE PAID FOR UNDER THE CONTRACT ITEM OF:

Minor Traf Devices - LSUM.

2. CONTRACTOR MAY UTILIZE 1/2 OF THE PARKING LOT FOR HIS OPERATIONS. THE

REMAINDER OF THE PARKING LOT SHALL REMAIN AVAILABLE FOR PUBLIC USE, TO

BE PAID FOR UNDER THE CONTRACT ITEM OF: Minor Traf Devices - LSUM. ANY

DAMAGE TO THE PARKING LOT BY THE CONTRACTOR SHALL BE REPAIRED BY THE

CONTRACTOR WITH 4 INCH THICK HMA AT NO ADDITIONAL COST TO THE OWNER.

3. CONTRACTOR SHALL PROTECT THE EXISTING SIDEWALK FROM ALL

CONSTRUCTION ACTIVITIES. ANY DAMAGE INCURRED SHALL BE REPAIRED BY

THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

4. ALL MATERIAL & WORK ASSOCIATED WITH GRADING THE PROPOSED SITE AS

SHOWN ON THESE PLANS IS TO BE INCLUDED IN THE COST OF:

Grading & Earthwork - LSUM.

878.87 878.64

878.24

877.93

877.62

877.01

876.80

876.60

876.40

879.41 879.72

880.03 880.20

10'

PROPOSED

INFILTRATION

SOIL ZONE (TYP.)

PAID FOR ON

LANDSCAPING

SHEET

PROPOSED

INFILTRATION

SOIL ZONE (TYP.)

PAID FOR ON

LANDSCAPING

SHEET

PROPOSED

RESTORATION

LIMITS (TYP)

PROPOSED

RESTORATION

LIMITS (TYP)

APPROVED

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

20221066

June 2024

BRILEY TOWNSHIP

ATLANTA, MONTMORENCY CO., MI

REVITALIZE BRILEY

TOWNSHIP PARK SITE

AND ARCHITECTURE

PACKAGE

MEDC- CDBG GRANT

PROJECT

AREA

THUNDER BAY RIVER

03-07-2024 PRELIM. OWNER REVIEW

03-13-2024 OWNER REVIEW

05-28-2024 90% OWNER REVIEW

06-27-2024 ISSUED FOR BID

07-18-2024 ISSUED FOR CONSTRUCTION

08-27-2024 ADDENDUM 1

10-29-2024 OWNER REVIEW

11-21-2024 ISSUED FOR REBIDDING

AutoCAD SHX Text

AutoCAD SHX Text

GRADING PLAN

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text C-6

AutoCAD SHX Text

TJP

AutoCAD SHX Text

TJP

AutoCAD SHX Text

MJD

AutoCAD SHX Text

MPD

AutoCAD SHX Text R

AutoCAD SHX Text 2024 Hubbell, Roth & Clark, Inc. All Rights Reserved

AutoCAD SHX Text C

AutoCAD SHX Text V:\202210\20221066\C\Sheets\grd01.dwg

AutoCAD SHX Text Pietila, Travis

AutoCAD SHX Text

1/27/2025 7:31 AM

AutoCAD SHX Text HRC_OLW.ctb

LEGEND

PROPOSED BIOSWALE

EXISTING CONTOUR LINE

PROPOSED CONTOUR LINE785

Know what's below.

before you dig.Call

CALL811.COM

CALL MISS DIG

72 HOURS

(3 WORKING DAYS)

BEFORE YOU DIG

1-800-482-7171 or 811

(TOLL FREE)

NOTICE:

ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC SURVEY

HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND RECORD

MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE, OR

SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR

ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING.

PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY

3'

W

ES

T

ST

R

EE

T

PARK STREET

10'

PLANTING SCHEDULE

SYMBOL QUANTITY SCIENTIFIC NAME COMMON NAME CONTAINER SPACING HEIGHT PLANT TYPE

Ay 201 Achillea millefollum 'Moonshine' Moonshine Yarrow 1 Gallon Pot 18" o.c. 24"-36" Perennial

Sm 8 Salvia 'Marcus' Marcus Salvia 38 cell flat 12" o.c. 6"-12" Perennial

Aq 191 Aquilegia canadensis Wild Columbine 1 Gallon Pot 24" o.c. 24"-36" Perennial

Pn 111 Panicum virgatum Switch Grass 1 Gallon Pot 24" o.c. 36"-48" Grass

Rh 66 Rudbeckia hirta Black-eyed Susan 1 Gallon Pot 18" o.c. 18"-24" Perennial

Sz 165 Schizachyrium scoparius Little Bluestem 1 Gallon Pot 24" o.c. 24-36" Grass

Sy 54 Symphyotrichum laeve Smooth Aster 1 Gallon Pot 24" o.c. 24"-36" Perennial

Cs 13 Cornus stolonifera Red-osier Dogwood 2 Gallon Pot 4' o.c. 48"+ Deciduous Shrub

Vl 8 Viburnum Lentago Nannyberry 2 Gallon Pot 4' o.c. 48"+ Deciduous Shrub

Aa 3 Amelanchier arboria Serviceberry 24" B&B 6' o.c. 18"-24" Ornamental Tree

LANDSCAPE GENERAL CONDITIONS:

1. INSTALLATION OF PLANT MATERIAL SHALL TAKE PLACE BETWEEN APRIL 1ST AND

NOVEMBER 15TH.

2. ALL PLANT MATERIAL SHALL BE GUARANTEED AND MAINTAINED FOR A PERIOD OF

(2) TWO SUCCEEDING SUMMER GROWING SEASONS OF JUNE, JULY AND AUGUST.

3. ALL PLANT MATERIAL SHALL CONFORM TO THE "AMERICAN ASSOCIATION OF

NURSERYMEN STANDARDS" (LATEST EDITION) AND BE CERTIFIED BY THE STATE OF

MICHIGAN DEPARTMENT OF AGRICULTURE TO BE DISEASE-FREE AND PEST-FREE.

4. ALL PLANT MATERIAL SHALL BE PLACED AS SUCH, NOT TO INTERFERE WITH ANY

ABOVE AND/OR BELOW GROUND UTILITIES.

5. ALL TREES SHALL BE STAKED AND/OR GUYED WITH A MINIMUM OF TWO LINES

USING, NYLON OR PLASTIC STRAPS AND HARDWOOD STAKES, IN ACCORDANCE

WITH RECOMMENDED NURSERY PRACTICES.

6. ALL TREE STAKES, AND WRAP SHALL BE REMOVED AFTER ONE WINTER SEASON.

7. ALL PLANTING AREA SHALL HAVE THE EXISTING SOIL REMOVED TO A DEPTH OF 6" -

8". A MIXTURE OF EQUAL PARTS TOPSOIL AND MICHIGAN BLACK PEAT SHALL BE

TILLED INTO THE REMAINING EXISTING SOILS TO AN APPROXIMATE DEPTH OF 6" -

8" AND THE PLANTING BED FILLED WITH SAME SOIL MIXTURE TO EXISTING GRADE,

SLOPING AWAY FROM EXISTING STRUCTURES OR BUILDINGS.

8. ALL MULCH BEDS SHALL RECEIVE A MINIMUM OF 4" OF DOUBLE SHREDDED

HARDWOOD BARK MULCH.

9. TOPSOIL, FERTILIZER, SEED, MULCH, AND ANCHORING MULCH SHALL BE APPLIED,

AS REQUIRED, ACCORDING TO THE REFERENCED MDOT SPECIFICATIONS. THIS

SHALL INCLUDE THE UNIFORM APPLICATION OF THE FOLLOWING:

A. TURF AREA TOPSOIL - PROVIDE MINIMUM 4" DEPTH ON PREPARED AREAS.

RAKE AND REMOVE FROM SITE: STONES LARGER THAN 2", ROOTS, LITTER

AND FOREIGN MATTER. IMPORTED TOPSOIL SHALL CONFORM TO ASTM 05268.

TOPSOIL SHALL BE IN A FRIABLE CONDITION PRIOR TO PLACING SEED.

B. FERTILIZER - APPLY AT A MINIMUM 240 LBS./ACRE, EITHER 19-19-19, 25-5-15

OR 30-0-11.

C. SEED, APPLY AT 220# PER ACRE.

D. ROADSIDE SEEDING IN OTHER AREAS. THE MIXTURE IS:

· 50% PERENNIAL RYEGRASS

· 15% KENTUCKY BLUEGRASS

· 35% CREEPING RED FESCUE

12" MIN.

REMOVE BURLAP FROM

TOP 1/3 OF BURLAP BALL

(BALLED & BURLAPPED PLANTS)

PLANTING MIXTURE

(LOOSENED EXISTING SOIL)

UNDISTURBED SETTING BED

MOUNDED EARTH SAUCER

SHREDDED BARK MULCH

3" DEPTH (TYP)

NOT TO SCALE

SHRUB PLANTING DETAIL

REMOVE COLLAR FROM FILTER

CONTAINER AND PUNCTURE TO

ALLOW ROOT GROWTH - ALL

METAL CONTAINERS REMOVED

PRIOR TO PLANTING

SHRUB SHALL BEAR SAME RELATION TO FRESH GRADE

AS IT DID TO PREVIOUSLY EXISTING GRADE.

6" 6"

PROPOSED PLANTING

BED HAND EDGE (TYP.)

PROPOSED

INFILTRATION

SOIL ZONE (TYP.)

PROPOSED

INFILTRATION

SOIL ZONE (TYP.)

(165) Sz 1 gal pot, 18" O.C.

(201) Ay 1 gal pot, 18" O.C.

(191) Aq 1 gal pot, 18" O.C.

(111) Pn 1 gal pot, 24" O.C.

(8) Sm 38 cell flat, 12" O.C.

(66) Rh 1 gal pot, 18" O.C.

(54) Sy 1 gal pot, 18" O.C.(13) Cs 2 gal

Pot, 6' O.C.

(8) VI 2 gal Pot, 6' O.C.

(3) Aa 6' multi-stem, 10' O.C.

6" 50/50 TOPSOIL/MICHIGAN PEAT

- APPLY IN 2 - 3" LIFTS

- MIX EACH LIFT INTO EXISTING SOIL TO

A DEPTH OF 6" WITH A MECHANICAL TILLER

4" MULCH DEPTH

PERENNIAL/GRASS

NOT TO SCALE

PLANTING BED PREP PERRENIAL DETAIL

Staking:

PROPOSED

RESTORATION

LIMITS (TYP)

PROPOSED

RESTORATION

LIMITS (TYP)

QUANTITIES - THIS SHEET

Item Description Qty Unit

Infiltration Zone Soil Mixture 67 Syd

Planting Bed Soil Mixture 294 Syd

Amelanchier arboria (Serviceberry) 3 Ea

Viburnum lentago (Nannyberry) 8 Ea

Cornus Stolonifera (Red-Osier Dogwood) 13 Ea

Salvia 'Marcus' Salvia 8 Flats

Schizachyrium scoparius (Little Bluestem) 165 Ea

Achillea millefollum 'Moonshine' (Yarrow) 201 Ea

Aquilegia canadensis (Wild Columbine) 191 Ea

Panicum virgatum (Switch Grass) 111 Ea

Symphyotrichum laeve (Smooth Aster) 54 Ea

Rudbeckia hirta (Black-eyed Susans) 66 Ea

APPROVED

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

20221066

October 2024

BRILEY TOWNSHIP

ATLANTA, MONTMORENCY CO., MI

REVITALIZE BRILEY

TOWNSHIP PARK SITE

AND ARCHITECTURE

PACKAGE

MEDC- CDBG GRANT

PROJECT

AREA

THUNDER BAY RIVER

03-07-2024 PRELIM. OWNER REVIEW

03-13-2024 OWNER REVIEW

05-28-2024 90% OWNER REVIEW

06-27-2024 ISSUED FOR BID

07-18-2024 ISSUED FOR CONSTRUCTION

08-27-2024 ADDENDUM 1

10-29-2024 OWNER REVIEW

11-21-2024 ISSUED FOR REBIDDING

AutoCAD SHX Text

AutoCAD SHX Text

LANDSCAPE PLAN

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text C-7

AutoCAD SHX Text

TJP

AutoCAD SHX Text

TJP

AutoCAD SHX Text

MJD

AutoCAD SHX Text

MPD

AutoCAD SHX Text R

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text 2024 Hubbell, Roth & Clark, Inc. All Rights Reserved

AutoCAD SHX Text C

AutoCAD SHX Text V:\202210\20221066\C\Sheets\ls01.dwg

AutoCAD SHX Text Pietila, Travis

AutoCAD SHX Text

1/27/2025 7:31 AM

AutoCAD SHX Text HRC_OLW.ctb

ARCHITECTURAL

SPECIFICATIONS

AS NOTED

A-1

AMM

AG

AMM

MPD

SPECIFICATIONS:

GENERAL REQUIREMENTS:

1. CONTRACTOR SHALL COORDINATE ALL WORK PRIOR TO INSTALLATION OR

FABRICATION OF ANY COMPONENTS. ALL OPENINGS SHALL ALSO BE

COORDINATED WITH REFERENCE DRAWINGS.

2. ALL WORK MUST CONFORM TO ALL STATUTES OF THE MICHIGAN BUILDING CODE

(EDITION IN EFFECT AT THE TIME OF PERMIT), ALL STATE, COUNTY AND LOCAL

ORDINANCES, CURRENT BARRIER FREE REGULATIONS, MIOSHA STRUCTURAL

GUIDELINES, ASTM STANDARD TESTING PROCEDURES, OWNER'S PRACTICES AND

GENERALLY ACCEPTED DESIGN PRACTICES. IF DISCREPANCIES IN DRAWING

APPEAR, WORK MUST BE DONE PER CODE.

3. EXISTING CONDITIONS OF BUILDING SHOWN ON CONSTRUCTION DOCUMENTS ARE

ILLUSTRATIVE OF CONDITIONS VISIBLE TO ARCHITECT AND BASED ON EXISTING

DRAWINGS. ALL EXISTING DIMENSIONS, CONDITIONS, SIZES & LOCATIONS ARE TO

BE FIELD VERIFIED.

4. THE CONTRACTOR SHALL KEEP THE SITE IN A NEAT AND ORDERLY CONDITION

AND SHALL REMOVE RUBBISH DAILY OR AS DIRECTED BY OWNER. DUST CONTROL

MEASURES ARE TO BE ERECTED BY THE CONTRACTOR TO PROTECT PATRONS

AND VEHICLES DURING DEMOLITION AND CONSTRUCTION ACTIVIES. ALL STAGING

AND MATERIALS STORAGE IS TO BE COORDINATED WITH THE OWNER. THE

CONTRACTOR SHALL TAKE PRECAUTIONS TO ISOLATE CONSTRUCTION ACTIVITIES

FROM ADJACENT AREAS THAT ARE TO REMAIN IN OPERATION DURING

CONSTRUCTION - CONFIRM SCHEDULE AND REQUIRED BARRICADES WITH OWNER

PRIOR TO COMMENCEMENT.

5. CONTRACTOR SHALL PROVIDE NEW OPENINGS AND SUPPORTS AS NOTED. FINAL

OPENING DIMENSIONS, CONNECTION SIZES, CLEARANCES, ETC. MUST BE

COORDINATED DURING CONSTRUCTION WITH APPROVED COMPONENTS. SEAL

TIGHT ALL OPENINGS (ROOF, WALL AND CEILING), EQUIPMENT AND/OR

PENETRATIONS - FROM AIR AND MOISTURE. MATCH EXISTING FINISHES. FIRE

CAULK AND SEAL ALL NEW RATED PENETRATIONS.

6. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION AND APPROVED

MANUFACTURERS.

7. ALL INSTALLATIONS TO BE COORDINATED WITH EXISTING CONDITIONS FOR

PROPER SIZE, LOCATION AND PROVISIONS REQUIRED TO INSTALL COMPONENTS.

8. PIPING & CONDUIT HANGERS AND SUPPORT LOCATION ARE NOT SHOWN ON

DRAWINGS. THE CONTRACTOR SHALL PROVIDE THE PIPING AND CONDUIT

HANGERS AND SUPPORTS NECESSARY AS REQUIRED PER CODE.

9. PATCH AND REPAIR EXISTING WALLS, FLOORS, & CEILINGS FOR SEAMLESS, LIKE

NEW APPEARANCE. THIS ALSO APPLIES TO DAMAGES THAT OCCUR AS PART OF

THE CONSTRUCTION PROCESS - RETURN AFFECTED AREAS TO ORIGINAL

CONDITIONS. CAREFULLY CUT HOLES IN CEILINGS AND WALLS TO ACCOMMODATE

INSTALLATION OF PIPING - REPAIR OPENINGS TO SEAMLESS, LIKE NEW

APPEARANCE AND PAINT TO MATCH ADJACENT SURFACES.

10. EXTEND CONDUIT AND PIPING AS REQUIRED TO ACCOMMODATE NEW WORK -

PROVIDE NEW & REPAIR EXISTING AS REQUIRED.

11. PROVIDE ADDITIONAL BLOCKING TO MATCH EXISTING AT WALLS/ CEILINGS TO

ACCOMMODATE NEW INSTALLATIONS. MAINTAIN FIRE RATED ASSEMBLIES AND

FIRE STOPPING PER LOCAL GOVERNING CODES AND ORDINANCES.

12. CONTRACTOR SHALL PROVIDE ALL REQUIRED TRANSITIONS, FITTINGS AND

APPURTENANT CONNECTIONS.

13. CONFIRM ANY COLOR SELECTIONS WITH OWNER.

14. PREVENT GALVANIC ACTION AND OTHER FORMS OF CORROSION BY INSULATING

METALS OR OTHER MATERIALS FROM DIRECT CONTACT WITH INCOMPATIBLE

MATERIALS.

15. SHOP DRAWINGS AND PRODUCT DATA - THE CONTRACTOR SHALL SUBMIT TO THE

OWNER AND PROJECT ENGINEER, SHOP DRAWINGS & PRODUCT DATA

SUBMITTALS FOR ALL PRODUCTS AND COMPONENTS TO BE USED ON THIS

PROJECT. MAINTAIN ONE COPY OF ALL APPROVED SUBMITTALS AT THE SITE FOR

THE OWNER'S REFERENCE.

16. "RECORD" DRAWINGS - THE CONTRACTOR SHALL MAINTAIN A SET OF "AS-BUILT"

PRINTS, MARKED UP AT THE SITE, CONTAINING ALL "AS-BUILT" INFORMATION.

TURN SET OVER TO OWNER UPON COMPLETION OF THE WORK.

17. INSTALL ALL MATERIALS IN COMPLIANCE W/ MFR. RECOMMENDATIONS AND CODE

REQUIREMENTS.

18. WORKING HOURS AT BUILDINGS ARE BE DETERMINED WITH OWNER AT START OF

PROJECT.

19. FLOORING MATERIAL TRANSITIONS AT ALL LOCATIONS ARE TO COMPLY WITH ADA

REQUIREMENTS. PROVIDE PRE. FIN. METAL SCHLUTER TRANSITION STRIPS AT

TILE, BOTH WALL AND FLOOR.

20. PROVIDE PTD. GALV. STEEL COVER PLATES ON ALL REMAINING WALLS AT

OPENINGS WHERE COMPONENTS HAVE BEEN REMOVED AND NOT REPLACED.

21. ALL REMAINING WALLS ARE TO BE PATCHED SMOOTH PRIOR TO PAINTING FOR A

SMOOTH, UNBLEMISHED APPEARANCE.

DEMOLITION NOTES:

1. ALL DEMO'D COMPONENTS TO BE PROTECTED AND CAREFULLY REMOVED FOR

SALVAGE/ REUSE AS NOTED. DEMOLISHED ITEMS THAT ARE NOT TO BE REUSED

ARE TO BE REMOVED FROM PROJECT SITE PROMPTLY AND DISPOSED IN

ACCORDANCE WITH OWNER STANDARDS. PROTECT EXISTING FACILITIES IN A

MANNER AS TO NOT ADVERSELY AFFECT THE EXISTING FACILITIES OPERATIONS.

2. VERIFY ALL POINTS OF EXIST. BEARING AND PROVIDE TEMPORARY SUPPORT/

SHORING AS REQ'D UNTIL ALL EXISTING BEARING CONDITIONS ARE VERIFIED AND

TRANSFERRED TO PERMANENT SUPPORT. VERIFY CAPACITY OF EXIST. LOAD

CARRYING MEMBERS.

3. PROTECT EXISTING FACILITIES IN A MANNER AS TO NOT ADVERSELY AFFECT THE

EXISTING FACILITIES OPERATIONS AND SURROUNDING NEIGHBORS.

4. THE BUILDING DESIGN ENGINEER/ ARCHITECT ASSUMES NO RESPONSIBILITY FOR

THE DESIGN OR PROPER INSTALLATION OF TEMPORARY BUILDING BRACING OR

SHORING REQUIRED TO REMOVE THE DESIGNATED PORTION OF THE PROJECT.

5. CONTRACTOR IS TO ASSUME THAT THE EXISTING PAINT AT SURFACES IN

AFFECTED AREAS IS LEAD-CONTAINING, AND IS TO BE HANDLED IN ACCORDANCE

WITH ALL STATE AND FEDERAL GUIDELINES.

6. PROVIDE INFILL CONCRETE SLAB TO MATCH AND ALIGN WITH EXISTING WHERE

SAWCUT FOR NEW UTILITIES - EXISTING BASE TO BE RECOMPACTED PRIOR TO

PLACEMENT TO ENSURE SETTLEMENT WILL NOT OCCUR.

7. DURING SELECTIVE REMOVAL OF MASONRY UNITS, DOOR FRAMES, ETC., DO NOT

DAMAGE ADJACENT EXISTING UNITS TO REMAIN. DO NOT PRY AGAINST EXISTING

UNITS TO REMAIN. REPAIR ALL DAMAGE INCURRED TO LIKE NEW APPEARANCE.

SEALANT:

SEALANT FOR MISC. VERTICAL OR OVERHEAD JOINTS TO BE CAULKED SHALL BE

POLYURETHANE, ASTM C920, GRADE NS, TYPE M, CLASS 25, USE T, 2 COMPONENT,

CHEMICAL CURING, NON-STAINING, NON-BLEEDING, NON-SAGGING, CAPABLE OF

WATER IMMERSION; SONOLASTIC NP-2, PECORA DYNATROL II OR EQUAL. COLOR TO

MATCH ADJACENT SURFACES. DO NOT PAINT OVER CAULK.

PAINTING

1. TOUCH UP PAINT AS REQUIRED AT AREAS THAT REMAIN OR RELOCATED ITEMS

THAT HAVE BEEN AFFECTED BY PROJECT CONSTRUCTION. COLOR AND FINISH TO

MATCH EXISTING AND BE APPROPRIATE FOR MATERIALS TO BE PAINTED.

2. ALL DRY FILM THICKNESSES SHALL FALL WITHIN PAINT MFR. RECOMMENDED

RANGES. INSTALL ALL PAINT MATERIALS PER MFR. RECOMMENDATIONS. ALL

COLORS TO BE DETERMINED BY OWNER. ALL PAINT PRODUCTS UTILIZED TO BE

BY THE SAME MFR.

3. PREPARE SURFACES PRIOR TO PAINTING IN ACCORDANCE WITH MFR.

RECOMMENDATIONS. ASSUME THAT EXISTING PAINT MAY CONTAIN LEAD, AND

ABATE IN ACCORDANCE WITH ALL STATE AND FEDERAL STANDARDS/

REQUIREMENTS. PREPARE PAINTING AREAS SO AS TO NOT APPLY PAINT ON

ADJACENT FINISHES THAT ARE TO REMAIN UNPAINTED. AREAS TO BE REPAINTED

SHALL INCLUDE ALL SURROUNDING WALL SURFACE UP TO ADJACENT CHANGES IN

WALL SURFACE (I.E., ROOM CORNERS, CHANGES IN WALL PLANE, DOOR TRIM,

ETC.).

4. ALL NEW MORTAR AND CMU MUST CURE FOR A MINIMUM OF 28 DAYS PRIOR TO

PAINTING PER MFR. REQUIREMENTS. DO NOT APPLY MATERIALS WHEN

TEMPERATURES AND HUMIDITY LEVELS ARE OUTSIDE THE RANGES REQUIRED BY

THE COATING PRODUCT MANUFACTURER. DO NOT APPLY EXTERIOR COATINGS

DURING RAIN OR SNOW.

5. ALL PAINTS USED MUST BE FROM THE SAME MANUFACTURER.

6. CONCRETE MASONRY UNITS SHALL BE PAINTED IN (2) COATS.

6.1. SURFACE PREPARATION - POWER WASH WITH MINIMUM 3,000 PSI, 0 DEGREE

ROTATING NOZZLE TO REMOVE ALL SURFACE DIRT, LOOSE PAINT,

OIL/GREASE, ETC. AND TO ADEQUATELY ROUGHEN SURFACES, IN

ACCORDANCE WITH MANUFACTURER'S PREP REQUIREMENTS. PRIME

SURFACES IF REQUIRED TO PROVIDE ADHESION PER MANUFACTURER'S

RECOMMENDATIONS

6.2. INTERMEDIATE AND FINISH COATS - SHERWIN WILLIAMS LOXON XP (5.0-7.0 DRY

MILS MIN. EACH COAT), CARBOLINE FLEXXIDE ELASTOMER (5.0-7.0 DRY MILS

MIN. EACH COAT) OR TNEMEC SERIES 156 ENVIRO-CRETE (5.0-7.0 DRY MILS

MIN. EACH COAT).

7. WOOD SHALL BE PAINTED WITH SAME SYSTEM AS CMU, EXCEPT PROVIDE

DIFFERENT PREP AND ADDITIONAL PRIMER COAT AS FOLLOWS:

7.1. SURFACE PREPARATION: SURFACES MUST BE CLEAN, DRY AND FREE OF

CONTAMINANTS AND LOOSE PAINT IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS.

7.2. PRIMER COAT: SHERWIN WILLIAMS EXTERIOR LATEX WOOD PRIMER (2.0 DRY

MILS MIN.), CARBOLINE SANITILE 120 (2.0 DRY MILS MIN.), OR TNEMEC SERIES

151-1051 ELASTO-GRIP FC (2.0 DRY MILS MIN.).

8. FERROUS METALS SHALL BE PAINTED IN (3) COATS:

8.1. SURFACE PREPARATION: REMOVE GLOSS FROM THE NEW SPANGLED

GALVANIZING BY SWEEP BLASTING IN ACCORDANCE WITH THE SSPC SP-16 -

BRUSH OFF BLAST CLEANING OF COATED OR UNCOATED GALVANIZED STEEL,

STAINLESS STEEL AND NON-FERROUS METALS. ONCE PREPARED, TREAT

SURFACES WITH GREAT LAKES LABORATORIES "CLEAN N ETCH" PER MFR.

REQUIREMENTS.

8.2. PRIMER COAT - SHERWIN WILLIAMS MACROPOXY 646, CARBOLINE 890 OR

TNEMEC N69 (3.0 DRY MILS MIN.)

8.3. INTERMEDIATE COAT - SHERWIN WILLIAMS MACROPOXY 646, CARBOLINE 890

OR TNEMEC N69 (4.0 DRY MILS MIN.)

8.4. FINISH COAT - SHERWIN WILLIAMS ACROLON 218 HS, CARBOLINE 134 HG, OR

TNEMEC 1075 (3.0 DRY MILS MIN.)

8.5. METAL SURFACES TO BE PRIMED AND PREPARED PRIOR TO PAINTING IN

ACCORDANCE W/ MFR. RECOMMENDATIONS. ALL EXPOSED SURFACES TO BE

PAINTED.

9. ALTERNATE #1: WOOD CEILINGS SHALL BE STAINED IN (2) COATS:

9.1. PREPARATION - ALL SURFACES MUST BE CLEAN, DRY, AND FREE FROM DIRT,

MILDEW STAINS, DUST, AND OTHER FOREIGN MATTER. REMOVE ALL SURFACE

STAINS, DIRT, PAINT, AND FAILED OXIDIZED STAINS. APPLY SUPERDECK STAIN

& SEALER REMOVER LIBERALLY WITH BRUSH OR ROLLER. CLEAN SMALL

AREAS ONE AT A TIME ALLOWING PRODUCT TO SIT FOR 10-15 MINUTES.

SCRUB THE SURFACE WITH A SYNTHETIC STIFF BRISTLE BRUSH (DO NOT USE

A WIRE OR NATURAL BRISTLE BRUSH) TO REMOVE THOSE FINISHES THAT DO

NOT COME UP IMMEDIATELY. APPLY DECKSCAPES REVIVE CLEANER WITH A

PUMP-UP SPRAYER OR DEEP NAP ROLLER WORKING FROM THE BOTTOM TO

THE TOP OF THE STRUCTURE. MAINTAIN ADEQUATE SURFACE WETNESS AND

ALLOW CONCENTRATION OF CLEANING EFFORTS TO AN AREA. ALLOW

SUPERDECK REVIVE TO SET ON THE SURFACE FOR 10-15 MINUTES. LIGHTLY

SCRUB SURFACE WITH A STIFF, SYNTHETIC BRISTLE BRUSH. DO NOT ALLOW

SUPERDECK TO REVIVE COMPLETELY DRY DURING APPLICATION.

9.2. INTERMEDIATE AND FINISH COATS: SHERWIN WILLIAMS DUCKBACK 7400

SERIES PREMIUM TRANSLUCENT WOOD FINISH 275 VOC (STAIN COLOR TO BE

SELECTED FROM MFR. FULL RANGE OF COLORS, PROVIDE SAMPLES AND

MOCKUP ON SITE FOR OWNER REVIEW/APPROVAL).

BUILDING RELATED CONCRETE:

1. CONCRETE MIX DESIGN SHALL BE PREPARED BY A QUALIFIED TESTING

LABORATORY. SUBMIT PROPOSED CONCRETE MIX DESIGN WITH TEST DATA

REQUIRED BY ACI-318 TO OWNER FOR APPROVAL BEFORE CONCRETE IS PLACED.

2. COMPRESSIVE STRENGTH - MINIMUM 4000 PSI AT 28-DAYS FOR SLAB. AIR

CONTENT - 6% (+/-1%) 3" MAX. SLUMP PRIOR TO ADDITION OF ADMIXTURES.

CONCRETE SHALL BE ASR RESISTANT. CEMENT SHALL HAVE AN ALKALI LEVEL OF

LESS THAN 0.6.

3. ALL CEMENT SHALL CONFORM TO ASTM C150, TYPE I OR II AS REQUIRED TO MEET

ASR RESISTANCE AS SPECIFIED.

4. MDOT 6AA COURSE AGGREGATE; FINE AGGREGATE SHALL CONFORM TO 2NS. FLY

ASH: ASTM C 618, CLASS F. GROUND GRANULATED BLAST FURNACE SLAG, GRADE

100, 120 ASTM C989.

5. ALL CONCRETE REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60,

YIELD STRENGTH 60KSI.

6. UTILIZE STANDARD WHITE MEMBRANE CURING COMPOUND (OR WET CURE) NEW

CONCRETE. PROVIDE COLD WEATHER PROTECTION FOR CONCRETE CURING

OPERATIONS; PREVENT ALL MATERIALS FROM FREEZING.

MASONRY:

1. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C 90 AND C 140.

2. MORTAR SHALL CONFORM TO ASTM C 270, AS FOLLOWS:

IN CONTACT WITH EARTH - TYPE M

NOT IN CONTACT WITH EARTH - TYPE M OR S

3. GROUT SHALL CONFORM TO ASTM C 476, WITH PEA GRAVEL AGGREGATE AND

WITH MINIMUM STRENGTH IN ACCORDANCE WITH THE TABLE BELOW.

4. BASED ON THE FOLLOWING MINIMUM STRENGTHS SPECIFIED ABOVE FOR BLOCK,

MORTAR AND GROUT, THE MINIMUM COMPOSITE MASONRY COMPRESSIVE

STRENGTH, f'm, SHALL BE AS FOLLOWS:

COMPRESSIVE UNIT GROUT MORTAR

STRENGTH, f'm STRENGTH STRENGTH TYPE

USE (PSI) (PSI) (PSI)

TYPICAL U.N.O. 1500 MIN. 1900 MIN. 2000 MIN. M OR S

5. NEW CMU SHALL MATCH EXISTING IN SIZE, HEIGHT, AND TEXTURE. TOOTH IN TO

EXISTING WALL CONSTRUCTION AND PROVIDE HORIZONTAL REINFORCING AT 16"

O.C. MAX.

MASONRY REPOINTING SPECIFICATIONS

1. DETERIORATED MORTAR JOINTS IN EXISTING BUILDING MASONRY, AND OTHER

AREAS THAT MAY BE SHOWN ON THE DRAWINGS, SHALL BE CLEANED OUT AND

REFILLED WITH FRESH MORTAR.

2. ALL NEW MORTAR INSTALLED AS PART OF THIS WORK SHALL MATCH THE COLOR

OF THE ADJACENT MORTAR FOR THE AREA BEING WORKED ON.

3. JOINTS SHALL BE CONSIDERED DETERIORATED IF THEY ARE ERODED BACK 1/4

INCH OR MORE FROM THE FACE OF THE MASONRY UNITS; MORTAR HAS FALLEN

OUT OF THE JOINT; HAIRLINE CRACKS RUN THROUGH THE MORTAR; OR THE BOND

BETWEEN MORTAR AND MASONRY UNIT IS BROKEN.

4. RAKING THE OLD MORTAR JOINTS:

4.1. MORTAR JOINTS SHOULD BE RAKED OUT TO AT LEAST 1/2 INCH DEPTH OR, IF

THE JOINT IS MORE THAN 1/2 INCH THICK, TO A DEPTH AS GREAT AS THE

THICKNESS OF THE MORTAR JOINT.

4.2. IF THE MORTAR IS STILL UNSOUND AT 1/2 INCH, THE JOINT SHALL BE CUT

DEEPER.

4.3. ALL UNSOUND MORTAR SHALL BE REMOVED WITHOUT DISTURBING THE

BRICK.

5. MORTAR MAY BE REMOVED WITH A HAND-HELD GRINDER, A SMALL MASON'S

CHISEL, OR A SPECIAL RAKING TOOL.

5.1. IF THE GRINDER IS USED TO RAKE VERTICAL JOINTS, CARE SHALL BE TAKEN

NOT TO CUT THE BRICK IN THE NEXT COURSE ABOVE OR BELOW THE JOINT.

5.2. BEFORE TUCKPOINTING, BRUSH ALL LOOSE FRAGMENTS AND DUST FROM THE

JOINT OR FLUSH THEM OUT WITH A STREAM OF WATER.

6. TUCKPOINTING MORTAR SHOULD CLOSELY MATCH THE EXISTING MORTAR IN

STRENGTH, HARDNESS, COLOR, AND TEXTURE.

7. TEST THE EXISTING MORTAR TO SEE WHAT MIX PROPORTIONS WERE USED. TYPE

N MORTAR MAY BE USED IF THE ORIGINAL MORTAR CAN'T BE DUPLICATED. TYPE N

MORTAR SHOULD BE MADE FROM 1 PART PORTLAND CEMENT, 1 PART TYPE S

HYDRATED LIME, AND 4 ½ TO 6 PARTS SAND. ORDINARY GRAY OR WHITE

MORTARS CAN BE RETEMPERED AS NEEDED WITHIN THE FIRST 2 ½ HOURS

AFTER THEY'RE MIXED.

7.1. THE MORTAR INGREDIENTS SHALL BE HIGH QUALITY.

a. PORTLAND CEMENT (GRAY OR WHITE) SHALL MEET THE REQUIREMENTS OF

ASTM C 150, TYPE I OR IA.

b. HYDRATED MASON'S LIME SHOULD MEET THE REQUIREMENTS OF ASTM C

207, TYPE S. HYDRAULIC QUICKLIME.

c. SAND SHOULD MEET ASTM C 5 AND C 144 REQUIREMENTS, RESPECTIVELY.

d. DO NOT USE ADMIXTURES.

7.2 TO COMPENSATE FOR SHRINKAGE, A PREHYDRATION PROCESS SHALL BE

USED.

a. MIX THE DRY INGREDIENTS WITH ONLY ENOUGH WATER TO PRODUCE A

DAMP, UNWORKABLE MIX THAT RETAINS ITS FORM WHEN PRESSED INTO A

BALL.

b. KEEP THE MORTAR IN THIS DAMP CONDITION FOR 1 TO 2 HOURS AND THEN

ADD THE REMAINING WATER REQUIRED.

c. MORTAR FOR TUCKPOINTING SHOULD BE SOMEWHAT DRIER THAN MORTAR

USED TO LAY MASONRY UNITS.

d. THIS DRIER MIX IS EASIER TO PLACE:

e. IT DOESN'T FLOW TO THE BOTTOM OF THE JOINT AFTER IT'S BEEN PUSHED

INTO THE JOINT WITH THE TUCKPOINTER'S TROWEL.

7.3 TO SEE IF THE COLOR OF THE NEW MORTAR MATCHES THE COLOR OF THE

OLD MORTAR, TEST A SAMPLE AREA IN AN INCONSPICUOUS SPOT BEFORE

REPOINTING THE ENTIRE JOB.

CUSTOM STEEL DOORS:

1. NON-RATED GALVANIZED METAL DOORS, REINFORCED FOR HARDWARE. FLUSH

SEAMLESS DOORS AS INDICATED ON THE DRAWINGS. CONFORM TO

REQUIREMENTS OF HMMA 802, HMMA 810, HMMA 830, HMMA 840, HMMA 850, AND

ANSI A117.1.

2. FIELD MEASURE OPENINGS PRIOR TO FABRICATION OF DOORS. VERIFY THAT

FIELD MEASUREMENTS ARE AS INDICATED ON THE SHOP DRAWINGS.

COORDINATE THE WORK WITH DOOR OPENING CONSTRUCTION, DOOR FRAME

AND DOOR HARDWARE INSTALLATION.

3. DOOR MANUFACTURERS: CECO: PRODUCT - MEDALLION SERIES. DOORS SHALL BE

FROM THE SAME MANUFACTURER AS THE HOLLOW METAL FRAMES.

4. DOOR CONSTRUCTION: STEEL, 16 GAGE; MANUFACTURED AND FABRICATED IN

ACCORDANCE WITH HMMA 802 AND 810. 22 GAGE STIFFENERS SPACED AT 6”

INTERNALLY ON THE DOOR, WELDED TO THE FACE SHEETS AT 5” ON CENTER.

CORE: POLYURETHANE INSULATION TO LIMIT THERMAL AND SOUND

TRANSMISSION. DOOR EDGE DESIGN: 1/8 INCH IN 2 INCH BEVEL, HINGE AND LOCK

EDGES. DOOR EDGE SEAM: DOORS SHALL HAVE VERTICAL, INTERLOCKING,

CONTINUOUS MECHANICAL JOINTS AT LOCK AND HINGE SIDE WITH EDGE SEAM

FILLED AND GROUND SMOOTH TO PROVIDE A SEAMLESS APPEARANCE. THE

INTERNAL PORTION OF THE SEAM SHALL BE SEALED WITH EPOXY.

5. FABRICATE DOORS WITH HARDWARE REINFORCEMENT WELDED IN PLACE.

PREPARE DOORS TO RECEIVE MORTISED HARDWARE. CLOSE TOP AND BOTTOM

EDGE OF ALL DOORS WITH STEEL CHANNEL CLOSURE. WELD ALL SEAMS

WATERTIGHT. TOP OF DOOR SHALL BE FLUSH, BOTTOM CHANNEL CLOSURE SHALL

BE INVERTED. MORTISE ALL DOORS FOR 1-1/2 PAIR HINGES. FABRICATE DOORS

WITH HARDWARE REINFORCEMENT PLATES PROJECTION WELDED IN PLACE.

PROVIDE ADEQUATE REINFORCING FOR ALL OTHER HARDWARE AS MAY BE

SPECIFIED.

6. FINISH: ASTM A653 A60. DOORS AND FRAMES SHALL BE PREPPED AND FIELD

PAINTED AS SPECIFIED IN PAINT SPECIFICATIONS ON THIS SHEET; COLOR SHALL

BE AS SELECTED BY OWNER.

7. INSTALL DOORS IN ACCORDANCE WITH HMMA 840 AND HMMA 830 DHI FOR

HARDWARE INSTALLATION. MAXIMUM DIAGONAL DISTORTION: 1/16 INCH

MEASURED WITH STRAIGHT EDGE, CORNER TO CORNER.

CUSTOM STEEL FRAMES:

1. NON-RATED GALVANIZED, REINFORCED STEEL FRAMES FOR HOLLOW METAL

DOORS. CONFORM TO REQUIREMENTS OF HMMA 802, HMMA 820, HMMA 830, HMMA

840, HMMA 850, SDI 100, ANSI A117.1 AND ANSI A151.1. SHOP DRAWINGS: INDICATE

FRAME ELEVATIONS, REINFORCEMENT, CONSTRUCTION AND FINISH. FRAME

DETAILS FOR EACH FRAME TYPE INCLUDING DIMENSIONED PROFILES. DETAILS

AND LOCATIONS OF REINFORCEMENT AND PREPARATIONS FOR HARDWARE.

DETAILS OF EACH DIFFERENT WALL OPENING CONDITION. DETAILS OF

ANCHORAGES, ACCESSORIES, JOINTS, AND CONNECTIONS. VERIFY THAT FIELD

MEASUREMENTS ARE AS INDICATED ON THE SHOP DRAWINGS.

2. FRAME MANUFACTURER: CECO. SUBSTITUTIONS: UNDER PROVISIONS OF THE

SPECIFICATIONS. SUBSTITUTIONS MUST MEET THE GAGE AND GALVANIZING

SPECIFICATION REQUIREMENTS. FRAMES SHALL BE FROM THE SAME

MANUFACTURER AS THE HOLLOW METAL DOORS.

3. STEEL: A60 GALVANIZED SHEET IN ACCORDANCE WITH ASTM A653. FRAMES: 14

GAGE THICK MATERIAL, CORE THICKNESS.

4. FABRICATE FRAMES WITH 2 INCH JAMB FACE AND 2 INCH HEAD (UNLESS NOTED

OTHERWISE ON THE DRAWINGS); FRAMES SHALL BE SET-UP AND ARC WELDED

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