224520Plans03312025.pdf

Z:

\0

0- D

W G

\0 0-

E sc an ab a Ar ea P ub lic

S ch oo ls

\2 2-

H ig h Sc ho ol

A th le tic

B at hr oo m B ui ld in g, E sc an ab a, M

I\2 2-

_C O

VE

R

S H

EE

T x2

2.

dw g

/3

1/

0:

:0

AM

Mdd Dynamic Design Group, inc.

P.O. Box 1064 900 1st Ave. So., Ste. A Escanaba, MI ph.: 906.786.3300 fax: 906.233.7391 email: gen@ddgi-ddm.com www.ddgi-ddm.com

PROJECT TITLE:

OWNER:

DESIGNER:

G0.1

JUNIOR/SENIOR HIGH SCHOOL

500 S. LINCOLN ROAD, ESCANABA, MICHIGAN

ATHLETIC RESTROOM BUILDING

ESCANABA, MI 49829

1500 LUDINGTON STREET

ESCANABA AREA PUBLIC SCHOOLS

FOR REVIEW/FOR CONSTRUCTION

SET DATE: 03-31-2025

JOB NO.: 22-4520

THREE FULL WORKING DAYS

BEFORE YOU DIG, CALL THE

"MISS DIG" SYSTEM AT

1-(800)-482-7171 OR 811

DELTA COUNTY

PROJECT LOCATION

LOCATION MAPS

03-31-2025

SHT. NO. TITLE SHEET SHEET ISSUE DATE

G0.1 TITLE SHEET 03-31-2025

G0.2 NOTES AND ABBREVIATIONS 03-31-2025

G0.3 ARCHITECTURAL DETAILS 03-31-2025

C1.0 SURVEY, SOIL BORINGS, SOIL EROSION INFORMATION 03-31-2025

C2.0 EXISTING SITE/UTILITY/DEMO PLAN AND EXISTING GRADES PLAN 03-31-2025

C3.0 PROPOSED SITE PLAN AND PROPOSED GRADES PLAN AND DETAILS 03-31-2025

A1.0 FLOOR PLAN, ENLARGED PLAN AND ELEVATIONS 03-31-2025

A1.1 BUILDING SECTIONS 03-31-2025

A1.2 SCHEDULES 03-31-2025

S1.0 FOUNDATION PLAN AND DETAILS 03-31-2025

S1.1 CONCRETE SLAB PLAN AND DETAILS 03-31-2025

E0.1 ELECTRICAL SPECIFICATIONS 03-31-2025

E1.0 ELECTRICAL SITE PLAN 03-31-2025

E1.1 ELECTRICAL POWER/MECHANICAL PLAN AND LIGHTING PLAN 03-31-2025

E2.1 ELECTRICAL SCHEDULES AND PANEL 03-31-2025

M0.1 MECHANICAL LEGEND AND SPECIFICATIONS 03-31-2025

M1.1 MECHANICAL VENTILATION PLAN, SCHEDULES AND DETAILS 03-31-2025

P0.1 PLUMBING LEGEND AND SPECIFICATIONS 03-31-2025

P0.2 PLUMBING SPECIFICATIONS 03-31-2025

P1.0 PLUMBING DOMESTIC WATER SITE PLAN 03-31-2025

P1.1 PLUMBING WASTE AND VENTING PLANS AND DOMESTIC PIPING PLAN 03-31-2025

P2.1 PLUMBING FIXTURE SCHEDULE AND TUNNEL DETAIL 03-31-2025

P2.2 PLUMBING WASTE AND VENT AND DOMESTIC WATER ISOMETRICS 03-31-2025

SHEET INDEX

ALTERNATES:

ALTERNATE #1 - 6FT WIDE SIDEWALK FROM THE RESTROOM BUILDING TO THE PROPOSED TENNIS PAVILION.

ALTERNATE #2 - INCLUDE AN ADDITIONAL 2" BURIED CONDUIT (AND PULL WIRE) FROM THE EXISTING HIGH SCHOOL TO THE NEW RESTROOM BUILDING AND UPSIZE THE 1" WATER SUPPLY PIPE TO A 2" WATER SUPPLY PIPE.

CODES REFERENCED:

2015 MICHIGAN BUILDING CODE

2021 MICHIGAN MECHANICAL CODE

2021 MICHIGAN PLUMBING CODE

2023 NATIONAL ELECTRIC CODE (NEC)

2009 ICC/ANSI A117.1 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

2015 MICHIGAN RESIDENTIAL CODE

2015 MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS

2015 MICHIGAN ENERGY CODE

BUILDING DATA:

AREA:

NEW: = 352 SF

BUILDING CODE DATA:

3 302 Classification Chapter Section/Table Allowable Actual

E-Educational Remarks

5 352 SFMAIN = 9000 SF

Table 503 Area Table 503 - Height5 506 Bldg. Area Modification5 not req'd.

6 602 Types of Construction VB

Table 508.4 - Req'd.

Separation of Occupancies not req'd.

9 903 Auto. Sprinkler System not req'd.

9 906 Fire Extiguishers 1not req'd

Table 1004.1.1 23 occupantsE=50 net Flr. Area per Occ.

Section 1015

1 Exit Req'd. 1 @ each space No. of Exits Req'd.

BUILDING AND CODE DATA

GENERAL NOTES:

1. SITE ACCESS - CONTRACTOR SHALL ACCESS THE ATHLETIC RESTROOM BUILDING LOCATION FROM THE SOUTH PARKING LOT, TRAVELING BETWEEN THE SCHOOL BUILDING

AND THE EXISTING NORTH TENNIS COURTS. CONTRACTOR SHALL AVOID THE EXISTING MANHOLES LOCATED IN THIS AREA AND SHALL AVOID TRAFFIC OVER THE BURIED PIPING. CONTRACTOR SHALL REPAIR ALL EXISTING GRASS AREAS, CURBS, SIDEWALKS, ETC. TO THE ORIGINAL OR BETTER CONDITION. IF WORK ON THE ATHLETIC RESTROOM BUILDING OCCURS AFTER THE FIRST DAY OF SCHOOL, THEN EXTRA CARE MUST BE TAKEN WHILE TRAVELING THROUGH THE SCHOOL PROPERTY, SPECIFICALLY AROUND AREAS OF STUDENT ACTIVITY, SUCH AS AROUND THE VEHICLES OF THE SOUTH PARKING LOT AND AROUND THE TENNIS COURTS. CONTRACTORS ACCESSING THE SITE THROUGH THE SOUTH PARKING LOT MUST TRAVEL AT SLOW SPEEDS, NOT EXCEEDING 10MPH. CONTRACTOR SHOULD ATTEMPT TO AVOID THE INTERACTION WITH STUDENTS/STAFF AT THE BEGINNING AND END OF THE SCHOOL DAY (7AM TO 8AM AND 2PM TO 3PM).

CONTRACTOR SHALL BE AWARE THAT THE EXISTING TENNIS COURTS WILL BE UTILIZED IN THE AFTERNOONS FOR FALL TENNIS PRACTICES AND EVENTS. PRACTICES WILL LIKELY START AROUND AUGUST 11TH AND EVENTS WILL LIKELY START AROUND AUGUST 16TH. CONTRACTOR WILL BE ABLE TO COMPLETE ANY WORK DURING TENNIS PRACTICES, HOWEVER, DURING TENNIS EVENTS, CONTRACTOR WILL ONLY BE ABLE TO COMPLETE INSIDE WORK. NO OUTSIDE WORK THAT IS NOISY OR DUSTY WILL BE ALLOWED AND NO EQUIPMENT SHALL BE DRIVEN AROUND THE TENNIS COURTS DURING TENNIS EVENTS. CONTRACTOR SHALL COORDINATE THE TENNIS EVENT SCHEDULE WITH THE OWNER, TO DETERMINE WHEN THESE DATES WILL OCCUR. THE OWNER MAY ELECT TO RELOCATE PRACTICES TO ALTERNATE LOCATIONS AS NEEDED, ON A

LIMITED BASIS.

2. SITE ACCESS THROUGH THE EXISTING FENCE.

TO ACCESS THE SITE, THE CONTRACTOR WILL NEED TO PULL BACK THE EXISTING CHAIN-LINK FABRIC IMMEDIATELY EAST OF THE BUILDING LOCATION, NORTH OF THE EXISTING TENNIS COURTS. CONTRACTOR MAY REMOVE FENCE POSTS AS WELL. CONTRACTOR SHALL NOT MODIFY THE EXISTING TENNIS COURT FENCING IN ANY WAY.

CONTRACTOR SHALL RETURN THE EXISTING FENCING TO THE ORIGINAL OR BETTER CONDITION, BY INSTALLING NEW POSTS FOR ANY POSTS PULLED OUT AND RE-INSTALLING THE EXISTING FABRIC, OR REPLACING THE FABRIC WITH NEW, IF NECESSARY. CONTRACTOR SHALL NOT RE-USE ANY EXISTING POSTS THAT ARE PULLED

OUT OF THE GROUND, UNLESS APPROVED BY THE ENGINEER OR OWNER.

3. WEST PARKING LOT

CONTRACTOR FOR THE ATHLETIC RESTROOM BUILDING WILL NOT HAVE ACCESS TO THE ATHLETIC RESTROOM BUILDING LOCATION FROM THE NORTH, THROUGH THE WEST PARKING LOT. CONTRACTOR SHALL NOT UTILIZE THE WEST PARKING LOT IN ANY WAY, FOR PASSAGE, EMPLOYEE PARKING, EQUIPMENT, TRUCKS, ETC.. CONTRACTOR SHALL NOT UTILIZE THE ASPHALT SIDEWALK THAT IS LOCATED FROM THE WEST PARKING LOT TO THE TRACK. CONTRACTOR HAS ACCESS TO THE SITE FROM THE SOUTH

PARKING LOT. SEE PREVIOUS NOTE.

4. UNDERGROUND STORM PIPE

A NEW UNDERGROUND STORM PIPE WAS PLACED IN THE SUMMER OF 2022 FROM THE WEST PARKING LOT TO THE STORM MANHOLE AT THE SOUTHWEST CORNER OF THE SCHOOL BUILDING. TWO CONDUITS WERE PLACED ACROSS THE STORM PIPE, FOR THE INSTALLATION OF THE UTILITIES FOR THIS PROJECT. CONTRACTOR SHALL AVOID AND PROTECT THE STORM PIPE AND ALL OTHER ON-SITE UTILITIES, DURING THE TRENCHING FOR THE NEW UTILITIES.

PROJECT LOCATION

ABBREVIATIONS

1. GENERAL

1.1. THE WORD "CONTRACTOR" MEANS, THE PRIME

CONTRACTOR OR THE CONTRACTOR SCHEDULED TO

PERFORM THE WORK.

1.2. CONTRACTOR AND ALL SUBCONTRACTORS SHALL

FAMILIARIZE HIMSELF WITH THE ENTIRE SET OF

CONSTRUCTION DOCUMENTS AND MAKE HIMSELF AWARE

OF OTHER DISCIPLINES WORK THAT MAY AFFECT HIS.

1.3. CONTRACTOR AND ALL SUBCONTRACTORS SHALL VISIT THE

BUILDING SITE AND MAKE HIMSELF AWARE OF CONDITIONS

THAT MAY AFFECT HIS WORK.

1.4. CONTRACTOR IS RESPONSIBLE FOR AND SHALL INCLUDE

PROVISIONS IN HIS BID FOR COORDINATING WORK

BETWEEN OTHER TRADES.

1.5. CONTRACTOR AND ALL SUBCONTRACTORS SHALL

COMPLETELY REVIEW EVERY DRAWING AND SPECIFICATION

TO HAVE A COMPLETE UNDERSTANDING OF THE ENTIRE

PROJECT AND THE WORK THAT MAY BE AFFECTED BY HIS

WORK AND THE WORK OF OTHER DISCIPLINES THAT MAY

AFFECT HIS WORK.

1.6. DO NOT SCALE DRAWINGS. USE DIMENSIONS AND

ELEVATIONS PROVIDED. IF DIMENSIONS AND ELEVATIONS

ARE IN QUESTION, CONTRACTOR SHALL CONTACT THE

OFFICE OF THE ENGINEER BEFORE CONTINUING WITH

WORK.

1.7. EACH CONTRACTOR SHALL VERIFY ALL CONDITIONS AND

DIMENSIONS AND ELEVATIONS AT THE SITE. NEITHER THE

OWNER NOR DYNAMIC DESIGN GROUP, INC. ASSUMES

RESPONSIBILITY FOR CONDITIONS OR DIMENSIONS THAT

ARE EXISTING OR SHOWN AS EXISTING. IF EXISTING ITEMS

ARE DIMENSIONED - DIMENSIONS ARE FOR BIDDING

PURPOSES ONLY AND SHALL BE VERIFIED BY CONTRACTOR.

1.8. ALL HOLES FOR PLUMBING, ELECTRICAL, OR HVAC;

CONDUITS, PIPING, DUCTWORK ARE TO BE REPAIRED BY

THE ASSOCIATED TRADE. ALL TRADES SHALL TAKE CARE

TO MAKE HOLES ONLY AS LARGE AS REQUIRED, ALL HOLES

SHALL BE NEATLY CUT.

1.9. HOLES IN WALLS OR FLOORS SHALL BE PROPERLY SEALED.

1.10. FIELD VERIFY ALL DOOR AND WINDOW ROUGH OPENING

SIZES PRIOR TO ORDERING OR INSTALLATION.

1.11. WHEN CONTRADICTIONS OCCUR BETWEEN THE PLANS AND

THE SPECIFICATIONS AND/OR ERRORS ARE FOUND IN

EITHER, THE CONTRACTOR SHALL OBTAIN CLARIFICATION

FROM THE OFFICE OF THE ENGINEER BEFORE CONTINUING

WITH CONSTRUCTION.

1.12. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE

PLANS, THE CURRENT MICHIGAN BUILDING CODES, ALL

LOCAL ORDINANCES AND NORMAL INDUSTRY STANDARDS.

1.13. CONTRACTOR IS TO OBTAIN AND PAY FOR PERMITS,

LICENSES, FEES, INSPECTIONS, ETC. AS MAY BE REQUIRED

FOR HIS CONTRACTED WORK, FOR COMPLETION OF HIS

OWN PORTION OF THE PROJECT.

1.14. CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS

DIG" PRIOR TO PERFORMING ANY EXCAVATION.

1.15. CONTRACTOR SHALL REMOVE ALL CONSTRUCTION RUBBISH

AND DEMOLISHED MATERIALS GENERATED UNDER HIS

CONTRACTED PORTION OF THE WORK, FROM THE SITE ON

A WEEKLY BASIS AND AT THE END OF THE JOB AND SHALL

DISPOSE OF APPROPRIATELY. THE ENTIRE PROJECT SHALL

BE LEFT BROOM CLEAN.

1.16. CONTRACTOR SHALL FOLLOW "OCCUPATIONAL SAFETY AND

HEALTH ACT" REQUIREMENTS ISSUED BY THE STATE AND

LOCAL LAWS, RULES AND REGULATIONS AS THEY APPLY.

1.17. ALL MATERIALS AND EQUIPMENT INCORPORATED INTO THE

WORK SHALL BE NEW, UNLESS OTHERWISE APPROVED BY

THE OWNER AND ENGINEER.

1.18. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ERECTION

AND MAINTENANCE OF ALL BARRICADES, GUARDRAILS,

LIGHTS AND SIGNS NECESSARY FOR PUBLIC SAFETY.

1.19. CONTRACTOR SHALL PROVIDE PROTECTION AGAINST RAIN,

WIND, STORMS, COLD OR HEAT SO AS TO MAINTAIN ALL

WORK, MATERIALS, APPARATUS, EQUIPMENT AND

FIXTURES UNDER HIS CONTRACT, INCORPORATED IN THE

WORK OR STORED ON SITE FREE FROM INJURY OR

DAMAGE. COVER ALL NEW WORK LIKELY TO BE DAMAGED

ON A DAILY BASIS. ITEMS WHICH REQUIRE DRY STORAGE

SHALL BE STORED IN A DRY BUILDING AND NOT UNDER

TARPS.

1.20. PROVIDE LINTELS/HEADERS AS REQUIRED FOR ALL

MECHANICAL DUCTWORK, LOUVERS, DOORS, OPENINGS,

ETC. WHETHER SPECIFICALLY CALLED OUT ON PLANS OR

NOT.

1.21. CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL WORK

AND DISCIPLINES AT THE END OF THE PROJECT BEFORE

FINAL PAYMENT IS AUTHORIZED.

1.22. CONTRACTOR SHALL PROVIDE AT LEAST ONE PORTABLE

TOILET TO BE USED/SHARED BY ALL WORKERS ON THE

JOBSITE.

2. CIVIL

2.1 CONTRACTOR IS RESPONSIBLE FOR PERFORMING

STANDARD MEASURES FOR SOIL EROSION AND SEDIMENT

CONTROL AS REQUIRED BY CODE AND LOCAL ORDINANCES

PRIOR TO PERFORMING ANY SITE WORK.

2.2 SOIL SHALL BE GRADED TO PROVIDE DRAINAGE AWAY

FROM THE BUILDING. MAINTAIN THE GRADE LEVELS SHOWN

ON THE PLANS AROUND THE BUILDING PERIMETER AND/OR

AS REQUIRED BY THE CURRENT APPLICABLE CODE.

2.3 ALL CONCRETE SLABS ON GRADE SHALL BE PLACED ON

WELL COMPACTED UNDISTURBED VIRGIN SOIL OR

APPROVED STRUCTURAL FILL AND IT SHALL BE 95%

PROCTOR DENSITY OR BETTER.

2.4 CONTRACTOR IS RESPONSIBLE FOR ALL STAKE OUT

NECESSARY TO COMPLETE THE WORK.

2.5 ALL EXISTING NATIVE MATERIAL AND/OR APPROVED

SUBBASE SHALL BE AGGRESSIVELY COMPACTED PRIOR TO

INSTALLING COMPACTED FILL OVER IT TO PREVENT

SETTLING DURING THE INSTALLATION OF THE COMPACTED

FILL OR SETTLING DURING INSTALLATION OF PAVING,

CONCRETE, ETC. CONTRACTOR'S INSTALLATION OF FILL,

PAVING, CONCRETE, ETC. OVER THE NATIVE MATERIAL OR

SUBBASE IS CONTRACTORS ACCEPTANCE/APPROVAL OF

THE NATIVE MATERIAL OR SUBBASE. ALL SETTLING OF

ASPHALT, CONCRETE, ETC. THAT IS DUE TO FAULTY NATIVE

MATERIAL AND/OR SUBBASE SHALL BE REPAIRED BY THE

CONTRACTOR.

3. CIVIL/STRUCTURAL

3.1. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE SOIL

CONDITIONS DESCRIBED IN THE DRAWINGS,

SPECIFICATIONS (IF PROVIDED) OR THE GEOTECHNICAL

REPORT/SOIL BORINGS (IF PROVIDED).

3.2. THE OWNER IS ENCOURAGED TO OBTAIN A GEOTECHNICAL

REPORT/SOIL BORINGS. IF NO GEOTECHNICAL

REPORT/SOIL BORINGS ARE PROVIDED 2000 PSF SOIL

BEARING CAPACITY IS PRESUMED. IF SOILS OTHER THAN

SANDY, SANDY GRAVEL, GRAVEL OR (SW, SP, SM, SC, GM or

GC) AS DEFINED BY THE 2009 MICHIGAN BUILDING CODE,

ARE ENCOUNTERED NOTIFY THE OFFICE OF THE ENGINEER.

3.3. FILL SHALL BE A GRANULAR MATERIAL, FREE FROM DEBRIS

AND STONES OVER 4" DIAMETER AND REASONABLY

GRADED.

4. STRUCTURAL - GENERAL

4.1. DESIGN LOADS

4.1.1. RISK CATEGORY = II

4.1.2. SNOW LOADS: ASCE 7-10

GROUND SNOW LOAD, Pg = 60 PSF ROOF SNOW LOAD, Pf = 46 PSF

DRIFT & UNBALANCED LOADS APPLY

EXPOSURE FACTOR, Ce = 1.0 THERMAL FACTOR, Ct = 1.1

IMPORTANCE FACTOR, I = 1.0

4.1.3. WIND LOADS: ASCE 7-10

BASIC WIND SPEED = 115 MPH

BASED UPON RISK CATEGORY

IMPORTANCE FACTOR, I = 1.0

EXPOSURE = B

EXPOSURE FACTOR, Ce = 1.0

4.2. ROOF TRUSS LOADS

4.2.1. ROOF TOP CHORD DEAD LOAD = 10 PSF

4.2.2. ROOF BOTTOM CHORD DEAD LOAD = 10 PSF

5. STRUCTURAL - FOUNDATIONS

5.1. ALL FOUNDATIONS AND CONCRETE SLABS ON GRADE SHALL

BE PLACED ON WELL COMPACTED UNDISTURBED VIRGIN

SOIL OR APPROVED STRUCTURAL FILL AND IT SHALL BE 95%

PROCTOR DENSITY OR BETTER. REFER TO SPECIFICATIONS.

5.2. THE BOTTOM OF ALL FOOTINGS SHALL BE PLACED AT THE

REQUIRED FROST DEPTH (OR DEEPER), BASED UPON THE

GOVERNING CODE AND/OR LOCAL REQUIREMENTS,

WHETHER SPECIFICALLY SHOWN ON THE PLANS OR NOT. IF

THERE IS A DISCREPANCY BETWEEN THE PLANS AND THE

CODE REQUIREMENTS, THE CONTRACTOR SHALL

CONSTRUCT THE FOUNDATIONS PER THE CODE.

CONTRACTOR SHALL COMMUNICATE ALL DISCREPANCIES

WITH THE ENGINEER.

5.3. NO FOUNDATIONS SHALL BE PLACED ON FROZEN SOIL.

5.4. PROTECT IN-PLACE FOUNDATIONS AND SLABS ON GRADE

FROM FROST PENETRATIONS UNTIL PROJECT IS COMPLETE.

5.5. CONTRACTOR SHALL EMPLOY MEANS OF CONTROLLING

SURFACE AND SUBSURFACE GROUND WATER SO ALL

FOUNDATION WORK IS INSTALLED ON DRY SUBGRADE.

5.6. BACKFILL

5.6.1. BACKFILL FOUNDATION WALLS EQUALLY ON BOTH SIDES.

COMPACT AT EACH 12" LIFT.

6. STRUCTURAL - CONCRETE

6.1. CONCRETE WORK SHALL CONFORM TO THE LATEST

STANDARDS OF THE ACI-318 CODE.

6.2. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE

STRENGTH OF:

6.2.1. SLABS-ON-GRADE (EXTERIOR) = 4000 PSI

6.2.2. SLABS-ON-GRADE (INTERIOR) = 4000 PSI

6.2.3. FOOTINGS = 3000 PSI

6.2.4. FOUNDATION WALLS & PIERS = 3500 PSI

6.3. ALL EXPOSED EXTERIOR CONCRETE SHALL BE

AIR-ENTRAINED.

6.4. ALL INTERIOR CONCRETE SLABS SHALL HAVE A 10 mil POLY

VAPOR BARRIER (MIN) BELOW THE SLAB.

6.5. PLACE EXPANSION JOINTS AS SHOWN ON DRAWINGS.

6.6. CUT SLAB CONTROL JOINTS WITH A DEPTH OF 1/3 OF SLAB

THICKNESS IN LOCATIONS SHOWN ON DRAWINGS. IF

LOCATIONS ARE NOT INDICATED ON DRAWINGS LOCATE

CONTROL JOINTS AT THE FOLLOWING SPACING:

CONTROL JOINT SPACING = MAXIMUM OF 36 TIMES THE

CONCRETE THICKNESS. LENGTH OF SLAB SHALL NOT

EXCEED 1 1/2 TIMES THE WIDTH.

7. STRUCTURAL - REINFORCEMENT

7.1. STEEL REINFORCING BARS SHALL CONFORM TO ASTM A615

- GRADE 60 (60,000 PSI)

7.2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185

7.3. CLEARANCES (COVER) FOR REINFORCEMENT, UNLESS

NOTED OTHERWISE, SHALL BE:

7.3.1. CONCRETE PLACED ON EARTH OR CAST AGAINST EARTH

SHALL BE A MINIMUM OF = 3"

7.3.2. ALL OTHERS:

7.3.2.1.1. NO. 5 BAR AND LESS = 1 1/2"

7.3.2.1.2. NO. 6 BAR AND LARGER = 2"

7.4. LAP SPLICE BAR LENGTH = 48 X BAR DIA. UNLESS NOTED

OTHERWISE

8. STRUCTURAL - STEEL

8.1. STRUCTURAL STEEL WORK SHALL CONFORM TO THE

FOLLOWING:

8.1.1. AISC - "DETAILING FOR STEEL CONSTRUCTION".

8.2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING:

8.2.1. ANCHOR BOLTS, ASTM A307 OR A36.

8.3. PROVIDE 2 MIL. THICK RED OR GREY OXIDE PRIMER ON ALL

STEEL SURFACES UNLESS NOTED OTHERWISE.

8.4. ANCHOR BOLTS SHALL BE PRESET WITH TEMPLATES AT

REQUIRED LOCATIONS.

8.5. LEVELING PLATES AND BEARING PLATES SHALL BE SET IN A

FULL BED OF NON-SHRINK GROUT.

8.6. CONTRACTOR SHALL FIELD TOUCH UP ALL ABRASIONS,

BURNS AND SIMILAR DEFECTS IN PAINT OF THE

STRUCTURAL STEEL.

9. STRUCTURAL - WOOD FRAMING

9.1. ALL LUMBER, UNLESS NOTED OTHERWISE, SHALL BE S4S #2

SPF OR BETTER.

9.2. DO NOT NOTCH, CUT OR BORE HOLES (LARGER THAN 3/4") IN

WOOD MEMBERS.

9.3. PLYWOOD SHALL BE LAID WITH FACE GRAIN

PERPENDICULAR TO SUPPORTS.

9.4. STAGGER PLYWOOD (OSB) JOINTS.

9.5. NAILING SHALL BE PER THE NAILING SCHEDULE OF THE

MOST CURRENT APPLICABLE CODE, UNLESS NOTED

OTHERWISE.

9.6. PRESSURE TREATED LUMBER SHALL BE TREATED WITH

CHROMATED COPPER ARSENATE TO A RETENTION LEVEL

OF .60 LBS. PER CUBIC FOOT.

9.7. PROVIDE PRESSURE TREATED LUMBER AT THE FOLLOWING

LOCATIONS:

9.7.1. WOOD EMBEDDED IN THE GROUND.

9.7.2. WOOD COMPONENTS IN CONTACT WITH CONCRETE OR

MASONRY.

9.8. ALL METALS AND/OR FASTENERS IN CONTACT WITH

PRESSURE TREATED WOOD SHALL BE TREATED AS

REQUIRED FOR THE TYPE OF WOOD TREATMENT USED

(GALVANIZED AND/OR STAINLESS STEEL) TO PREVENT

ACCELERATED CORROSION.

9.9. UTILIZE JOIST HANGER FASTENERS AS SUPPLIED AND/OR

REQUIRED BY THE JOIST HANGER MANUFACTURER.

9.10. ALL MANUFACTURED TRUSSES AND/OR ENGINEERED WOOD

PRODUCTS SHALL HAVE SHOP DRAWINGS SUBMITTED TO

THE OFFICE OF THE ENGINEER FOR REVIEW AND

APPROVAL. DRAWINGS SHALL SHOW SIZE, SPECIES AND

GRADE OF LUMBER, SIZE AND LOCATION OF CONNECTORS

AND BE SEALED BY AN ENGINEER REGISTERED IN THE

STATE OF MICHIGAN. TRUSS MANUFACTURER SHALL

DESIGN/SUPPLY ALL MECHANICAL CONNECTIONS (UNLESS

NOTED OTHERWISE) TO PROVIDE A COMPLETE ROOF

FRAMING ASSEMBLY. TRUSS MANUFACTURER SHALL

DESIGN/SUPPLY ALL BEARING ENHANCERS, AS REQUIRED.

TRUSS MANUFACTURER SHALL DESIGN THE TRUSSES PER

THE CURRENT CODE REQUIREMENTS, WHETHER

SPECIFICALLY STATED IN THESE PLANS OR NOT. IF

CONTRADICTIONS EXIST IN RELATION TO THE CODE DESIGN

REQUIREMENTS, TRUSS SUPPLIER SHALL UTILIZE THE

CURRENT CODE REQUIREMENTS AND CONTACT THE

ENGINEER TO REPORT THE CONTRADICTION, PRIOR TO THE

BID DUE DATE (IF APPLICABLE) AND/OR BEFORE TRUSSES

ARE FABRICATED. CONTRACTOR SHALL VERIFY ALL

AS-BUILT DIMENSIONS PRIOR TO ORDERING TRUSSES

AND/OR ENGINEERED WOOD PRODUCTS.

10. ARCHITECTURAL

10.1. EXTERIOR DIMENSIONS ARE TO THE OUTSIDE FACE OF THE

NEW FRAMING OR MASONRY OR CONCRETE. INTERIOR

DIMENSIONS ARE TO THE FACE OF THE NEW FRAMING OR

MASONRY OR CONCRETE.

10.2. ALL INTERIOR AND EXTERIOR SURFACES EXPOSED TO VIEW

AND NOT RECEIVING A FINISHED MATERIAL, UNLESS

OTHERWISE INDICATED, SHALL BE FINISHED (PAINTED OR

STAINED).

10.3. WHERE APPLICABLE, PAINT ELECTRIC SERVICE PIPING,

WATER SERVICE PIPING AND GAS METER AT EXTERIOR TO

MATCH ADJACENT FINISH MATERIAL.

10.4. PRODUCTS NOT TO BE FINISHED (PAINTED OR STAINED),

UNLESS OTHERWISE NOTED:

10.4.13. ITEMS SPECIFIED OR PROVIDED WITH FACTORY FINISH;

MATERIALS AND PRODUCTS HAVING FACTORY-APPLIED

PRIMERS ARE NOT CONSIDERED FACTORY FINISHED.

10.4.14. ITEMS INDICATED TO RECEIVE OTHER FINISHES.

10.4.15. ITEMS INDICATED TO REMAIN UNFINISHED.

10.4.16. MARBLE, GRANITE, SLATE, AND OTHER NATURAL

STONES.

10.4.17. BRICK, CONCRETE, CAST STONE, INTEGRALLY COLORED

PLASTER.

10.4.18. CONCRETE OR MASONRY IN UTILITY, MECHANICAL, AND

ELECTRICAL SPACES.

10.4.19. STAINLESS STEEL, ANODIZED ALUMINUM, BRONZE, AND

LEAD.

10.4.20. EQUIPMENT NAMEPLATES, FIRE RATING LABELS, AND

OPERATING PARTS OF EQUIPMENT.

10.4.21. ACOUSTICAL MATERIALS.

10.4.22. CONCEALED PIPES, DUCTS, AND CONDUITS.

NOTES & GENERAL NOTES

# POUND OR NUMBER

& AND

@ AT

% PERCENT

AB ANCHOR BOLT

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISHED FLOOR

N.F.A. NET FREE AREA

ALUM. ALUMINUM

APPROX. APPROXIMATE

A/C AIR CONDITIONING

BIT. BITUMINOUS

BO BY OWNER

BOT. BOTTOM

BSMT. BASEMENT

BY OWNER SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR

B/W BETWEEN

CAB. CABINET

CB CATCH BASIN

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE OR CLOSET

CLG. CEILING

CLR. CLEAR

CMU CONCRETE MASONRY UNIT

COL. COLUMN

CONC. CONCRETE

CONT. CONTINUOUS

CTV CONTRACTOR TO VERIFY

DA DOOR ACTUATOR

DBL. DOUBLE

DEMO. DEMOLISH OR DEMOLITION

DF DRINKING FOUNTAIN

DIA. DIAMETER

DIM. DIMENSION

DIMS. DIMENSIONS

DN. DOWN

DR. DOOR

DT DRAIN TILE

DWG. DRAWING

EA. EACH

EJ EXPANSION JOINT

EL. ELEVATION

ELEC. ELECTRICAL

ELEV. ELEVATOR

EQ. EQUAL

EW EACH WAY

EXIST. EXISTING

EXP. EXPANSION

EXT. EXTERIOR

FB FACE BRICK

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER & CABINET

FIN. FINISH

FLR. FLOOR

FND. FOUNDATION

FO FACE OF

FTG. FOOTING

GA. GAUGE

GALV. GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN. GENERAL

GND. GROUND

GYPBD. GYPSUM WALL BOARD

HB HOSE BIB

HDR. HEADER

HPDL HIGH PRESSURE DECORATIVE LAMINATE

HM HOLLOW METAL

HR. HOUR

INSUL. INSULATED OR INSULATION

INT. INTERIOR

INV. INVERT

JAN. JANITOR

KIP KILOPOUND (1000 POUNDS)

LAV. LAVATORY

LL LIVE LOAD

LNDG. LANDING

MAX. MAXIMUM

M.E.A. MATCH EXISTING

MECH. MECHANICAL

MEZZ. MEZZANINE

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

MO MASONRY OPENING

MTD. MOUNTED

MTL. METAL

NFA NET FREE AREA

N.I.C. NOT IN CONTRACT = (SUPPLIED BY OWNER INSTALLED BY OWNER)

NOM. NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OH. OVERHEAD

PJP PARTIAL JOINT PENETRATION

P.LAM. PLASTIC LAMINATE

PLF POUNDS PER LINEAL FOOT

PLUMB. PLUMBING

PLYWD. PLYWOOD

PR PAIR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PVC POLYVINYL CHLORIDE

RAD. RADIUS

RD ROOF DRAIN

REBAR. REINFORCING BAR

REFRIG. REFRIGERATOR

REINF. REINFORCEMENT OR REINFORCE

REQD. REQUIRED

RM. ROOM

ROW RIGHT OF WAY

SAN. SANITARY

SCHED. SCHEDULE

SF SQUARE FOOT

SHTHG. SHEATHING

SHWR. SHOWER

SIM. SIMILAR

SPEC. SPECIFIED OR SPECIFICATION

SSTL. STAINLESS STEEL

STD. STANDARD

STL. STEEL

STOR. STORAGE

STRUCT. STRUCTURE OR STRUCTURAL

SUSP. SUSPENDED

TD TRENCH DRAIN

T/D TELEPHONE/DATA

T&G TONGUE AND GROOVE

TELE. TELEPHONE

THK. THICK, THICKNESS

THRU THROUGH

TLT. TOILET

T.O. TOP OF

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TP TOILET PAPER DISPENSER

TYP. TYPICAL

UNO UNLESS NOTED OTHERWISE

U.G. UNDERGROUND

UR. URINAL

VERT. VERTICAL

VEST. VESTIBULE

W/ WITH

W/O WITHOUT

WC. WATERCLOSET

WD. WOOD

WH. WATER HEATER

WPT. WORKING POINT

WT. WEIGHT

WWF WELDED WIRE FABRIC

A1.1

X X

X X

100'-0"

FIN. FLOOR

A

A

REFER TO WINDOW SCHEDULE OR

ENLARGE WINDOW ELEVATION

REFER TO DOOR SCHEDULE

SECTION CALLOUT

INTERIOR ELEVATION

DETAIL BLOWUP

ROOM NAME

ROOM NAME

DETAIL NUMBER

SHEET NUMBER TO REFERENCE

FOR DETAIL BLOWUP

SECTION NUMBER

SHEET NUMBER TO REFERENCE

FOR SECTION

DOOR NUMBER

WINDOW TYPE NUMBER

ELEVATION NUMBER

SHEET NUMBER TO REFERENCE

FOR INTERIOR ELEVATION

A1.1

DETAIL CALLOUT

DETAIL NUMBER

SHEET NUMBER TO REFERENCE

FOR DETAIL

DRAWING SYMBOLS KEY

ROOM TAG/NAME

ROOM NAME

ROOM NUMBER

DOOR TAG

REFER TO ROOM SCHEDULE

WINDOW TAG

COLUMN GRID LINE

ELEVATION TAG

LOCATION REFERENCE

ELEVATION

KEY NOTE TAG

REFERENCE NUMBER

REFER TO KEY NOTE SCHEDULE

Z:

\0

0- D

W G

\0 0-

E sc an ab a Ar ea P ub lic

S ch oo ls

\2 2-

H ig h Sc ho ol

A th le tic

B at hr oo m B ui ld in g, E sc an ab a, M

I\2 2-

_0 1_

G

2_

AB

BR

EV

A N

D S

TD

D

ET

a nd A

D A.

dw g

/3 1/

0:

:0

AM

R E

V

IS

IO

N

D A

TE

Date

Drawn By

Checked By

Job No.

P ro je ct

T itl e

Dynamic Design Group, inc.

900 1st Ave. So., Ste. A

Escanaba, MI ph.: 906.786.3300 email: gen@ddgi-ddm.com www.ddgi-ddm.com

M d d

COPYRIGHT 2020 DYNAMIC

DESIGN GROUP, INC., ESCANABA, MI.

This document is not to be used, copied or reproduced without expressed written permission from Dynamic Design Group, inc.

F O

R R

E V

IE

W

/F O

R C

O N

S T

R U

C T

IO

N

ES

C

A N

A B

A , M

IC

H

IG

A

N

ES

C

A N

A B

A A

R

EA

P U

B

LI

C S

C H

O O

LS

H

IG

H

S C

H O

O L

A

TH

LE

TI

C R

ES

TR

O O

M B

U

IL

D

IN

G

03-31-2025

22-4520

G0.2

DSB

8"

2' -3

9"

11" MIN.

" M

IN

" M

AX

9"

LATCH SIDE

OF DOOR.

DIMENSION TO

DOOR JAMB

9" -1

2"

6" - 8"

TEXT 5/8"

TO 1"

SIGN SHALL CONFORM TO THE CURRENT CODE,

INCLUDING THE ACCESSIBILITY CODE'S ADOPTED BY THE

STATE IN WHICH THE PROJECT IS LOCATED. CODES SHALL

INCLUDE BUT NOT BE LIMITED TO, ICC A117.1 AND ADA.

1'-0"3'-6"

3'-4"

2' -1

0"3' -4

1'

-6

6" 3'-0"

2' -1

0"

1/

2" M

IN

. V

ER

IF

Y

18"

16" MIN.

2X6 BLOCKING

5'-0" CLR. OTHER FIXTURE NOT

ALLOWED IN THIS AREA

5'-0" CLR. OTHER FIXTURE NOT

ALLOWED IN THIS AREA

GB-18

GB-42

GB-36

2X6 BLOCKINGWC

M

IN

5" 8"

TOILET PAPER DISPENSER (TTD) MOUNTING LOCATION

2X6 BLOCKING

TTD

GRAB BAR (GB) MOUNTING LOCATIONSGRAB BAR (GB) MOUNTING LOCATIONS

3' -4

" M

AX

TO

L

O W

ER

E

D G

E O

F R

EF

LE

C

TI

VE

SU

R

FA

C E

MIRROR (MIR) MOUNTING DETAIL

MIR

2' -1

0" M

AX

1'-3" MIN.

LAVITORY MOUNTING DETAIL

LAVATORY CLEAR SPACE DETAIL

NOTES:

1. REQUIRED ACCESSIBLE TOILET FACILITIES SHALL COMPLY WITH THE CURRENT MICHIGAN BARRIER FREE

CODE, ICC/ANSI-A 117.1 AND THE MICHIGAN PLUMBING CODE.

2. PROVIDE BARRIER FREE ACCESSIBLE TOILET ROOM FOR MEN AND WOMEN WITH A 32" MINIMUM CLEAR DOOR

OPENINGS.

3. WATER CLOSET MUST BE LOCATED 18" TO THE CENTERLINE FROM THE ADJACENT WALL/PARTITION. THE

SEAT MUST BE 17" A.F.F. AND FLUSH CONTROLS NOT HIGHER THAN 36" A.F.F.

4. MAXIMUM WATER TEMPERATURE AT HAND SINKS SHALL NOT EXCEED 110 DEGREES FAHRENHEIT. FAUCETS

SHALL BE ADA LEVER OR PUSH-BUTTON TYPE. EXPOSED WATER AND DRAIN LINES SHALL BE INSULATED.

5. TOILET ROOM ACCESSORIES SHALL BE MOUNTED WITH THE CONTROLS NO MORE THAN 48" A.F.F.. MIRRORS

SHALL BE INSTALLED NO MORE THAN 40" A.F.F..

6. PROVIDE SIGNS SHOWING GENDER AND THE INTERNATIONAL SYMBOL FOR THE HANDICAPPED ON THE

EXTERIOR OF THE ROOM. INSTALL ADJACENT TO THE LATCH SIDE OF THE DOOR.

7. WATER CLOSET TYPE, FIXTURE TYPE AND ACCESSORIES ARE SHOWN FOR REFERENCE ONLY. SEE RELATED

DRAWINGS AND/OR SPECIFICATIONS FOR SPECIFIED WATER CLOSET, FIXTURES AND ACCESSORIES

SCHEDULED FOR INSTALLATION.

8. 2X6 BLOCKING SHOWN IS TO BE INSTALLED ON WOOD STUD FRAMED WALLS ONLY. SEE PLANS FOR SPECIFIC

WALL TYPE SCHEDULED.

9. GRAB BAR MOUNTING LOC. GB-18 & GB-42 REQUIRED ON EA. SIDE OF TLT. IN AMBULATORY COMPARTMENTS.

PIPE PROTECTION

REQUIRED

3' -8

" M

AX

T O

O

PE

R

AT

IN

G

D

EV

IC

E

O R

T O

D

IS

C H

AR

G

E O

N A

U

TO

S

EN

SI

N

G U

N

IT

S

HAND DRYER MOUNTING DETAIL

Scale: NTS BARRIER FREE TYPICAL DETAILGB2 Scale: NTS

BARRIER FREE TYPICAL DETAILGB1 Scale: NTS BARRIER FREE TYPICAL DETAILTP Scale: NTS

BARRIER FREE TYPICAL DETAILMR Scale: NTS BARRIER FREE TYPICAL DETAILLV2 Scale: NTS

BARRIER FREE TYPICAL DETAILLV1

Scale: NTS

BARRIER FREE TYPICAL DETAILHD

TLT. RM. ACCESSORY SCHEDULE

GB-42

MARK TYPE

42" GRAB BAR

REMARKS

GB-36 36" GRAB BAR

TTD TOILET PAPER DISPENSER

WC WATER CLOSET

LAV WALL HUNG LAVATORY

NOTES:

1. MOUNT ALL ITEMS AT THEIR RECOMMENDED ADA MOUNTING

HEIGHTS. SEE TYPICAL MOUNTING HEIGHT DETAIL ON THIS

SHEET.

2. GRAB BAR DIAMETER SHALL BE 1 1/2" O.D. THE SPACE

BETWEEN THE WALL AND GRAB BAR SHALL BE 1 1/2".

3. BY OWNER MEANS PROVIDED BY OWNER, INSTALLED BY

CONTRACTOR.

4. ELECTRIC HAND DRYER - XLERATOR® Hand Dryer, HANDS FREE

(NO BUTTON), COLOR AS SELECTED BY OWNER.

5. ACCESSORY SPECIFICATIONS:

5.1. GENERAL:

5.1.1. MFGR: BRADLEY, BOBRICK OR APPROVED EQUAL.

5.1.2. FASTENERS - TAMPER PROOF STAINLESS STEEL.

FASTENERS SHALL BE APPROPRIATE FOR

SUBSTRATE AND AS RECOMMENDED BY MFGR.

5.2. ACCESSORIES

5.2.1. GRAB BARS (GB) - 1.5 O.D., MODEL 812, STAINLESS

STEEL, SAFETY-GRIP TYPE WITH CONCEALED

MOUNTING.

5.2.2. MIRROR (MIR1) - MODEL 781 - FRAMED, CONCEALED

FASTENERS, NO. 8 STAINLESS STEEL FINISH.

UR WALL HUNG URINAL

MIR 36h" x 18w" MIRROR, MIN. SIZE

EHD ELECTRIC HAND DRYER SEE NOTES BELOW

SEE PLUMB. DWGS

SEE PLUMB. DWGS

SEE PLUMB. DWGS

GB-18 18" GRAB BAR

Scale: NTS

SIGNAGE DETAILSI

FINISHED FLR.

WALL HUNG

UNIT

" N

TS

Scale: NTS

FIRE EXTINGUISER MOUNTING DET.FE

1'-6"

MIN

IF LOCATED ADJACENT

TO A DOOR. (SEE PLAN

FOR LOCATION)

UR

" M

AX

13 1/2"

MIN.

15" CLR.15" CLR.

URINAL (UR) MOUNTING DETAIL

Scale: NTS

BARRIER FREE TYPICAL DETAILU

2' -6

3/

"ELEVATION

Scale: NTS

BABY CHANGING STATION DET.BC

MFGR.: KOALA KARE

MODEL NO.: KB300

MOUNTING: SURFACE - HORIZONTAL

FIRE EXTINGUISHER NOTES:

- FIRE EXTINGUISHER SHALL BE ANY DRY

CHEMICAL, TYPE A B C, EXTINGUISHER

WITH A 2A RATING.

Scale: NTS

DRINKING FOUNTAIN TYPICAL DETAILDF

" S

TA

N

D

AR

D

" M

AX

A

D A

" M

IN

C

LE

AR

AD

A

BY OWNER

SN SANITARY NAPKIN DISPOSAL

Z:

\0

0- D

W G

\0 0-

E sc an ab a Ar ea P ub lic

S ch oo ls

\2 2-

H ig h Sc ho ol

A th le tic

B at hr oo m B ui ld in g, E sc an ab a, M

I\2 2-

_0 1_

G

2_

AB

BR

EV

A N

D S

TD

D

ET

a nd A

D A.

dw g

/3 1/

0:

:1

AM

R E

V

IS

IO

N

D A

TE

Date

Drawn By

Checked By

Job No.

P ro je ct

T itl e

Dynamic Design Group, inc.

900 1st Ave. So., Ste. A

Escanaba, MI ph.: 906.786.3300 email: gen@ddgi-ddm.com www.ddgi-ddm.com

M d d

COPYRIGHT 2020 DYNAMIC

DESIGN GROUP, INC., ESCANABA, MI.

This document is not to be used, copied or reproduced without expressed written permission from Dynamic Design Group, inc.

F O

R R

E V

IE

W

/F O

R C

O N

S T

R U

C T

IO

N

ES

C

A N

A B

A , M

IC

H

IG

A

N

ES

C

A N

A B

A A

R

EA

P U

B

LI

C S

C H

O O

LS

H

IG

H

S C

H O

O L

A

TH

LE

TI

C R

ES

TR

O O

M B

U

IL

D

IN

G

03-31-2025

22-4520

G0.3

UCABL

UCABL

UCABL

UCABL

UCABL

UCABL

UCABL

UCABL

UCABL

UCABL

UCABL

UCABL

UCABL

UCABL

UCABL

UCABL

UCABL

MH

MH

STORM

STORM

STORM

STORM

STORM

STORM

STORM

STORM

STORM

STORM

STORM

STORM

STORM

STORM

STORM

STORM

STORM

STORM

STORM

STORM

MH

STO

R

M

STO

R M

STO

R

M

STO

R M

STO

R

M

STO

R M

STO

R

M

STO

R M

STO

R

M

STO

R M

STO

R

M

STO

R M

STO

R

M

STO

R M

STO

R

M

STO

R M

STO

R

M

STO

R M

STO

R

M

STO

R M

STO

R

M

C O

N C

W A

LK

ASPHALT WALK

RIM 610.58'

RIM 611.67'

RIM 611.52'

RIM 610.92'

IN

V 604.28'

INV 604.18'

INV 606.35'

INV 607.23'

INV 605.39'

INV 602.82'

INV 602.22'

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

U E

SCALE: 1"= 40'

INDICATES A LIGHT / POLE

Escanaba, Michigan 49829 Phone (906)786-1755,INDICATES A WATERMAIN

DATE OF MAPPING

JOB NUMBER

DATE OF SURVEY

SURVEY FOR

L A N D S U R V E Y O R S, P. C.

21482-21J HIGH SCHOOL TOPO

DYNAMIC DESIGN

HYD

MH

UNDERGROUND GAS LINE

SUBJECTGUY WIRE

OCTOBER 19, 2021

OCTOBER 20, 2021

INDICATES A WATER VAVLE

INDICATES A CATCH BASIN

INDICATES A HYDRANT

INDICATES A UTILITY POLE

UNDERGROUND POWER

UNDERGROUND TELEPHONE

OVERHEAD POWER / CABLE

SANITARY SEWER LINE

1410 Ludington Street

INDICATES A MAN HOLE

Fax 786-6487

TOPOGRAPHIC SURVEY

INDICATES A CHISLED CROSS IN CONCRETE

LEGEND

T

IRON MONUMENTS FOUND

INDICATES A TELEPHONE JUNCTION BOX

IRON MONUMENTS SET

STORM LINE

INDICATES A LINE NOT DRAWN TO SCALE

City of Escanaba Delta County, Michigan

Part of of SE1/4 of SE1/4 Section 25 T.39N., R.23W.

Escanaba Senior High School

AS

H

PA

LT

T R

AC

K

B

LE

EC

H

ER

S

C O

N C

WALK

SHED

20" MAPLE

SHRUB

5" ELM8" ELM 3" ELM

CONC.

STEP

AS

H

PA

LT

T R

AC

K

INDICATES VARIOUS SIGNS

SPIGOT

SPIGOT

SPIGOT

CO

N

C.

W

AL

K

CONC. WALK

CONC. APRIN

TE

NNIS COURTS

5TH AVENUE SOUTH

(70' R/W)

PA

RKING LO

T

STOP

C O

N C

W

AL

K

TOP OF DOME 611.54'

FO FO FO

FO FO

FO FO

FO FO

FO FO

FO FO

FO FO FO

FO FO

FO FO

SUPPORT POST EMBEDDED 20"

NOTE: A 8'-0" POST SPACING

ALLOWED IF A WOVEN GEOTEXTILE

FABRIC IS USED.

3'-0"MAX.

3'-0"MAX.

3'-0"MAX.

3'-0"MAX.

2' -0

GEOTEXTILE FABRIC ONLY

BACKFILL & COMPACT TRENCH WITH

EXCAVATED SOIL

NOTE: ADDITIONAL POST DEPTH OR TIE

BACKS MAY BE REQUIRED IN

UNSTABLE SOILS

FLOW DIRECTION

NOTE: TRENCH SHALL BE A MIN. OF 4"

WIDE & 6" DEEP TO BURY & ANCHOR

THE GEOTEXTILE FABRIC, FOLD

MATERIAL TO FIT TRENCH & BACKFILL

& COMPACT TRENCH WITH

EXCAVATED SOIL.

UPSLOPE SIDE DOWNSLOPE SIDE

SECTION A-A

WOOD OR STEEL

SUPPORT POSTS AS

SPECIFIED IN NR 1056

GEOTEXTILE FABRIC. ATTACH IN

AT LEAST 3 PLACES ON UPSLOPE

SIDE.

SUPPORT

CORD

FLOW

FOLD

FABRIC 3"

MAX.

A

A

1' -3

21 4"

Z:

\0

0- D

W G

\0 0-

E sc an ab a Ar ea P ub lic

S ch oo ls

\2 2-

H ig h Sc ho ol

A th le tic

B at hr oo m B ui ld in g, E sc an ab a, M

I\2 2-

_C iv il.

dw g

/3

1/

0:

:1

AM

R E

V

IS

IO

N

D A

TE

Date

Drawn By

Checked By

Job No.

P ro je ct

T itl e

Dynamic Design Group, inc.

900 1st Ave. So., Ste. A

Escanaba, MI ph.: 906.786.3300 email: gen@ddgi-ddm.com www.ddgi-ddm.com

M d d

COPYRIGHT 2020 DYNAMIC

DESIGN GROUP, INC., ESCANABA, MI.

This document is not to be used, copied or reproduced without expressed written permission from Dynamic Design Group, inc.

F O

R R

E V

IE

W

/F O

R C

O N

S T

R U

C T

IO

N

ES

C

A N

A B

A , M

IC

H

IG

A

N

ES

C

A N

A B

A A

R

EA

P U

B

LI

C S

C H

O O

LS

H

IG

H

S C

H O

O L

A

TH

LE

TI

C R

ES

TR

O O

M B

U

IL

D

IN

G

03-31-2025

22-4520 Scale: 1"=80'

SURVEY1

EROSION CONTROL NOTES

1. DESIGN CRITERIA, STANDARDS AND SPECIFICATIONS FOR CONTROL MEASURES SHALL COMPLY WITH THE DEPARTMENT OF NATURAL RESOURCE'S CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL "TECHNICAL

STANDARDS" AND THE REQUIREMENTS SET BY FEDERAL, STATE, AND LOCAL AUTHORITIES.

2. THE SITE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL ELEMENTS IN ACCORDANCE

WITH ALL GOVERNING AUTHORITY'S REGULATIONS.

3. CONTRACTOR IS RESPONSIBLE FOR PERFORMING STANDARD MEASURES FOR SOIL EROSION AND SEDIMENT CONTROL AS REQUIRED BY CODE AND LOCAL ORDINANCES PRIOR TO PERFORMING ANY EXCAVATION.

SECURE ANY STOCK PILES TO PREVENT SEDIMENT RUN OFF.

4. ALL ACTIVITIES ON THE SITE SHALL BE CONDUCTED IN A LOGICAL SEQUENCE TO MINIMIZE THE AREA OF SOIL EXPOSED AT ONE TIME. THIS SHALL INCLUDE THE PLANTING OF VEGETATION WITHIN 7 DAYS OF LAND

DISTURBANCE.

5. ALL EROSION CONTROL ELEMENTS SHALL REMAIN IN PLACE UNTlL A SUFFICIENT GROWTH OF GRASS IS ESTABLISHED IN ALL GENERAL LANDSCAPED AREAS, AND THEN REMOVED BY THE SITE CONTRACTOR.

6. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES WEEKLY AND WITHIN 24 HOURS AFTER ANY RAINFALL OF 0.5" OR MORE AND MAKE REQUIRED REPAIRS. IF STRAW BALES ARE USED AS CONTROL MEASURES, THEY SHALL BE REPLACED NOT LESS THAN EVERY 90 DAYS OR MORE FREQUENTLY IF

DETERMINED TO BE NON-EFFECTIVE BY THE LOCAL AUTHORITY.

7. SILT FENCES IN COMPLIANCE WITH CODE REQUIREMENTS SHALL BE PLACED AT 35 FOOT INTERVALS ALONG ALL SIDE SLOPE AND DOWN SLOPE AREAS OF THE SITE PRIOR TO DISTURBING THE UP SLOPE AREA ON THE

SITE.

8. ANY SOIL STOCKPILES WHICH ARE LEFT INACTIVE MORE THAN 7 DAYS MUST BE PROTECTED BY SEEDING & MULCHING, EROSION MAT, SILT FENCING, COVERING OR OTHER APPROVED METHODS. THE CONTRACTOR WILL BE RESPONSIBLE FOR PLACEMENT LOCATION OF TEMPORARY STOCKPILES AND MUST IMPLEMENT ONE

OF THE APPROVED METHODS TO PREVENT ANY EROSION.

9. DISTURBED GROUND OUTSIDE OF THE EVERYDAY CONSTRUCTION AREA, INCLUDlNG SOIL STOCKPlLES LEFT

INACTIVE FOR MORE THAN 10 DAYS, SHALL AT A MINIMUM BE TEMPORARILY STABILIZED BY

SEEDING/MULCHING OR OTHER METHODS APPROVED BY THE LOCAL... GOVERNING AUTHORITY'S EROSION

CONTROL INSPECTOR

10. ALL OFF SITE SEDIMENT DEPOSITS OCCURRING AS A RESULT OF CONSTRUCTION WORK OR A STORM EVENT

SHALL BE CLEANED UP BY THE END OF EACH DAY. FLUSHING SHALL NOT BE ALLOWED.

11. ALL SEDIMENT DEPOSITS OCCURRING AS A RESULT OF CONSTRUCTION ACTIVITIES, INCLUDING SOIL TRACKED BY CONSTRUCTION TRAFFIC ONTO ADJACENT STREETS, SHALL BE REMOVED BY USE OF MECHANICAL OR MANUAL SWEEPING OPERATIONS (NOT FLUSHING), BY THE END OF EACH WORK DAY. EXCESSIVE AMOUNTS OF SEDIMENT OR OTHER DEBRIS TRACKED ONTO ADJACENT STREETS SHALL BE CLEANED IMMEDIATELY.

12. ALL SEDIMENT LADEN WATER PUMPED FROM THE SITE SHALL BE TREATED BY A TEMPORARY SEDIMENT BASIN OR BE FILTERED BY OTHER APPROVED MEANS. WATER SHALL NOT BE DISCHARGED IN A MANNER THAT

CAUSES EROSION OF THE SITE OR RECEIVING CHANNELS.

13. STORM INLET PROTECTION BARRIERS SHOULD BE IN COMPLIANCE WITH CODE REQUIREMENTS. APPROVED INLET PROTECTION SHALL BE INSTALLED ONCE THE DRAIN, DROP, OR CURB INLET CAN RECEIVE RUNOFF. THE DEVICE SHALL REMAIN IN PLACE AND BE MAINTAINED UNTIL THE DISTURBED AREA IS STABILIZED.

14. ANY WASTE AND MATERIAL DISPOSAL SHALL BE PROPERLY DISPOSED OF AND NOT ALLOWED TO RUN INTO

RECEIVING WATER OR STORM SEWER SYSTEM.

15. EROSION CONTROL DEVICES DESTROYED AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE REPLACED

BY THE END OF THE WORK DAY.

16. THE CONTRACTOR SHALL WATER UNTIL THE SURFACE IS WET & REPEAT AS NEEDED TO LIMIT AIRBORNE DUST ON THE SITE. WATER SHALL BE APPLIED AT LIMITED RATES SO THAT RUNOFF DOES NOT OCCUR.

17. TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED AFTER STABILIZATION OF DISTURBED SOIL

(70% PERENNIAL VEGETATION COVER) HAS OCCURRED.

18. DITCHES SHALL BE TOPSOILED, SEEDED, FERTILIZED AND MULCHED.

Scale: 1"=1'-0"

SILT FENCE DETAILSFD

C1.0

DSB

DSB

N.T.S.

1960 SOIL TEST HOLE DATA FOR AREAS AROUND THE ENTIRE BUILDING - FOR INFORMATION ONLY2

STORM MANHOLE

RIM EL 610.58'

PIPE INV EL 604.28'

PIPE INV EL 604.18' SANITARY MANHOLE

RIM EL 611.67'

PIPE INV EL 607.23'

PIPE INV EL 606.35'STORM MANHOLE

JUNIOR/SENIOR

HIGH SCHOOL

BUILDING

MH

SPIGOT

BL

EA

C H

ER

S

CONCRETE

STEPS/SLAB

SHED

TR

AC

K

20" MAPLE

EXISTING TENNIS COURTS

SHRUB

STORM MANHOLE

RIM EL 610.58'

PIPE INV EL 604.28'

PIPE INV EL 604.18'

SANITARY MANHOLE

RIM EL 611.67'

PIPE INV EL 607.23'

PIPE INV EL 606.35'

8" ELM 5" ELM 3" ELM

STORM MANHOLE

RIM EL 610.92'

PIPE INV EL 602.22'

PIPE INV EL 602.82'

STOP SIGN

5TH AVENUE SOUTH (70FT R/W)

SANITARY MANHOLE

RIM EL 611.52'

PIPE INV EL 605.39'

SOUTH PARKING LOT

1" OR 2" BURIED

PLASTIC WATER LINE

SPIGOT

1 1/4" BURIED

PLASTIC WATER LINE

SPIGOT

SANITARY MANHOLE

BURIED 2FT BELOW GRADE

RIM EL 611.147'

PIPE INV EL 595.55'

(APPROXIMATELY 10FT

INTO WATER TABLE)

8" CONCRETE

SANITARY PIPE

STORM MANHOLE

JUNIOR/SENIOR

HIGH SCHOOL

BUILDING

LOCATION OF CONDUIT BELOW THE

EXISTING STORM PIPE, FOR NEW

WATER SERVICE. SEE NOTE 2

DEMO:

EXISTING CONCRETE WALK

FOR NEW UTILITIES.

PROTECT EXISTING UTILITIES

LOCATION OF CONDUIT ABOVE THE

EXISTING STORM PIPE, FOR NEW

ELECTRIC SERVICE. SEE NOTE 2

EXISTING TENNIS COURTS

EXISTING

PAVILLION

SPIGOT

Z:

\0

0- D

W G

\0 0-

E sc an ab a Ar ea P ub lic

S ch oo ls

\2 2-

H ig h Sc ho ol

A th le tic

B at hr oo m B ui ld in g, E sc an ab a, M

I\2 2-

_C iv il.

dw g

/3

1/

0:

:2

AM

R E

V

IS

IO

N

D A

TE

Date

Drawn By

Checked By

Job No.

P ro je ct

T itl e

Dynamic Design Group, inc.

900 1st Ave. So., Ste. A

Escanaba, MI ph.: 906.786.3300 email: gen@ddgi-ddm.com www.ddgi-ddm.com

M d d

COPYRIGHT 2020 DYNAMIC

DESIGN GROUP, INC., ESCANABA, MI.

This document is not to be used, copied or reproduced without expressed written permission from Dynamic Design Group, inc.

F O

R R

E V

IE

W

/F O

R C

O N

S T

R U

C T

IO

N

ES

C

A N

A B

A , M

IC

H

IG

A

N

ES

C

A N

A B

A A

R

EA

P U

B

LI

C S

C H

O O

LS

H

IG

H

S C

H O

O L

A

TH

LE

TI

C R

ES

TR

O O

M B

U

IL

D

IN

G

03-31-2025

22-4520Scale: 1"=40' EXISTING SITE/UTILITY/DEMO PLAN1Scale: 1"=40'

EXISTING GRADES/CONTOURS PLAN1

CIVIL KEY - EXISTING

EXISTING CONCRETE

EXISTING ASPHALT

EXISTING GRASS

ALL EXISTING GRASS AREAS AFFECTED

BY WORK TO BE REPAIRED WITH

TOPSOIL, SEEDED AND MULCHED

EXISTING UNDERGROUND STORM

EXISTING UNDERGROUND WATER

EXISTING OVERHEAD/UNDERGROUND FIBER

EXISTING UNDERGROUND SANITARY

EXISTING UNDERGROUND/OVERHEAD POWER

SANITARY MANHOLE

STORM MANHOLE

100.00'

LEGEND

= EXISTING GRADE

= PROPOSED GRADE

NOTES:

1. EXISTING GRADE/CONTOUR INFORMATION PRESENTED IN THESE PLANS IS BASED

UPON INFORMATION PROVIDED BY DAVIS WANIC LAND SURVEYORS OF ESCANABA, MI.

CONTRACTOR SHALL CONFIRM ALL INFORMATION. ANY DISCREPANCIES SHALL BE

REPORTED TO THE ENGINEER AND THE SURVEYOR.

2. DURING THE STORM PIPE REPLACEMENT COMPLETED IN 2022, CONDUITS WERE

PLACED ABOVE AND BELOW THE STORM PIPE FOR THE FUTURE RESTROOM BUILDING

WATER AND ELECTRIC UTILITIES. THE PURPOSE OF THE CONDUITS IS TO PREVENT

DIGGING NEAR THE STORM PIPE. CONTRACTOR SHALL EXPOSE THE CONDUITS NEAR

THE ENDS. CONTRACTOR SHALL ACQUIRE THE SERVICES OF DAVIS WANIC TO STAKE

THE LOCATIONS OF THE ENDS OF THE CONDUITS PRIOR TO DIGGING.

C2.0

DSB

DSB

PLAN

NORTH

PLAN

NORTH

BL

EA

C H

ER

S

CONCRETE

STEPS/SLAB

SHED

TR

AC

K

20" MAPLE

EXISTING TENNIS COURTS

SHRUB

STORM MANHOLE

RIM EL 610.58'

PIPE INV EL 604.28'

PIPE INV EL 604.18'

SANITARY MANHOLE

RIM EL 611.67'

PIPE INV EL 607.23'

PIPE INV EL 606.35'

SANITARY MANHOLE

RIM EL 611.52'

PIPE INV EL 605.39'

EXISTING TENNIS COURTS

SPIGOT

SPIGOT

1" OR 2" BURIED

PLASTIC WATER LINESPIGOT

PAVILION

JUNIOR/SENIOR

HIGH SCHOOL

BUILDING

2.

0' C

.T .V

123.5' C.T.V.

6.00'

6.

UNDERGROUND

ELECTRICAL.

SEE NOTES 3.2 AND 3.5

UNDERGROUND WATER.

SEE NOTES 3.3 AND 3.5

UNDERGROUND

SANITARY PIPE.

SEE NOTE 3.4

CO

C3.0CO

C3.0

CO

C3.0

.4

8'

16.18'

32.31'

.0

0'

INCLUDE SIDEWALKS

IN THE BASE BID

611.0

SIDEWALK TO

FOLLOW EXISTING

GRADE ELEVATION

610.25

610.5

610.25

4.5% M.E. 610.72M.E. 610.79

611.17

611.5

611.45

611.45

611.4

611.4

2%

611.17

2%

9% 6%

SANITARY MANHOLE

RIM EL 611.67'

PIPE INV EL 607.23'

PIPE INV EL 606.35'

AT BUILDING:

PIPE INVERT EL = 609.5'

611.5

AT MANHOLE:

PIPE INVERT EL = 606.73'

6" SANITARY PIPE AT 1.04%

(1/8" PER FOOT), LOCATED

HALFWAY BETWEEN THE

TREE AND THE COURT

135.00°'

6" 2'

-0

3'-0" MIN.

BITUMINOUS

PAVEMENT, EARTH

OR CONCRETE.

SEE SITE PLAN

CONTINUOUS STRIP OF METAL

DETECTOR LOCATABLE TAPE

OR 14 GA. WIRE

COMPACTED CLEAN

SAND FILL

UNDERGROUND

ELECTRICAL OR

COMMUNICATIONS

CONDUITS

" U

N D

ER

R

O

AD

S

" O

TH

ER

L

O C

AT

IO

N S

Scale: 1/2" = 1'-0"

ELECTRICAL TRENCH DETAILU2

EARTH

UNDISTURBED EARTH

WATER MAIN

MATERIAL, CLASS II

GRANULAR BEDDING,

UNLESS OTHERWISE

EXISTING GROUND

3'-0" MIN.

EXCAVATED MATERIAL

BACKFILL TRENCH WITH

6"

8' -0

" T O

W

AT

ER

M

AI

N

NOTES

GRANULAR BEDDING SHALL BE 1 1/2" AND SMALLER WITHIN 6" OF PIPE.

BACKFILL SHALL NOT CONTAIN DEBRIS, FROZEN MATERIAL, OR ORGANIC MATERIAL

WITHIN 2' OF THE TOP OF THE PIPE.

1.

2.

EARTH

UNDISTURBED EARTH

6" SANITARY SEWER PIPE

CLASS II [MDOT]

GRANULAR BEDDING MATERIAL,

OTHERWISE BY ENGINEER*

EXISTING GROUND

3'-0" MIN.

2" THK. x 24" W x CONT. RIGID INSULATION

MATERIAL UNLESS INDICATED

BACKFILL TRENCH WITH EXCAVATED

6"

1.

FT

T

O

.9 4F

T

TO

S

AN

IT

AR

Y

PI

PE

OVER THE PIPE THE ENTIRE LENGTH

N.T.S.

UTILITIES TRENCH DETAILU1

INDICATED BY ENGINEER

[MDOT]

Scale: 1/2' = 1'-0"

CLEANOUT DETAILCO

EXTERIOR CLEANOUTS TO BE PLACED SO

AS NOT TO EXCEED A SPACING OF 100'-0"

WYE FITTING

SEE PLANS FOR PIPE SIZE & DIA.

6" - SCHEDULE 40 PVC

PIPE SLEEVE

CRUSHED AGGREGATE FILL

24" SQUARE CONCRETE PAD

NEENAH FOUNDRY FLOOR

BOX FRAME & LID

CLEANOUT PLUG

6" 4"

Z:

\0

0- D

W G

\0 0-

E sc an ab a Ar ea P ub lic

S ch oo ls

\2 2-

H ig h Sc ho ol

A th le tic

B at hr oo m B ui ld in g, E sc an ab a, M

I\2 2-

_C iv il.

dw g

/3

1/

0:

:2

AM

R E

V

IS

IO

N

D A

TE

Date

Drawn By

Checked By

Job No.

P ro je ct

T itl e

Dynamic Design Group, inc.

900 1st Ave. So., Ste. A

Escanaba, MI ph.: 906.786.3300 email: gen@ddgi-ddm.com www.ddgi-ddm.com

M d d

COPYRIGHT 2020 DYNAMIC

DESIGN GROUP, INC., ESCANABA, MI.

This document is not to be used, copied or reproduced without expressed written permission from Dynamic Design Group, inc.

F O

R R

E V

IE

W

/F O

R C

O N

S T

R U

C T

IO

N

ES

C

A N

A B

A , M

IC

H

IG

A

N

ES

C

A N

A B

A A

R

EA

P U

B

LI

C S

C H

O O

LS

H

IG

H

S C

H O

O L

A

TH

LE

TI

C R

ES

TR

O O

M B

U

IL

D

IN

G

03-31-2025

22-4520Scale: 1"=40'

PROPOSED SITE/UTILITY PLAN1

C3.0

DSB

DSB

6x6 W2.9xW2.9 WWF

CONTROL JOINT SPACING = 36 TIMES THE

CONCRETE THICKNESS, BUT NOT

GREATER THAN 1 1/2 TIMES THE WIDTH.

TOOLED JOINT

CONTROL JOINT DEPTH = 1/4 CONC THICKNESS.

2.TOOLED JOINT

1/2" PRE-MOULDED JOINT FILLER

#4x12" DOWEL 16:o.c.

NOTES:

1. ALL EXTERIOR CONCRETE SLABS FOR WALKING SURFACES SHALL BE 4" THICK WITH 6X6 W.W.F. OVER 12" OF WELL COMPACTED SAND

SUB-BASE. ALL EXTERIOR CONCRETE SLABS THAT WILL EXPERIENCE VEHICULAR TRAFFIC SHALL BE 6" THICK WITH 6X6 W.W.F. OVER 12"

OF WELL COMPACTED SAND SUB-BASE.

2. TRACK REPAIR - ASPHALT SHALL BE TWO (2) LAYERS OF 1 1/2" THICK MDOT 4EL. IF BOTH LAYERS ARE PLACED ON THE SAME DAY, NO TACK COAT IS REQUIRED. IF THE WEARING COURSE IS NOT PLACED ON THE SAME DAY AS THE BINDER COURSE, A TACK COAT SHALL BE

APPLIED TO THE BINDER COURSE PRIOR TO PLACEMENT OF THE WEARING COURSE.

3. UTILITIES:

3.1. CONTRACTOR SHALL COORDINATE ALL HIGH SCHOOL BUILDING UTILITY SHUTDOWNS WITH THE OWNER, TO DETERMINE THE BEST

DAY/TIME FOR THE REQUIRED SHUTDOWN. PROVIDED THE OWNER WITH AT LEAST A ONE WEEK NOTICE.

3.2. ELECTRICAL - SEE NOTE 2 ON SHEET C2.0. SEE DETAIL U2/C3.0 AND ELECTRICAL PLANS.

3.3. WATER - SEE NOTE 2 ON SHEET C2.0. SEE DETAIL U1/C3.0 AND PLUMBING PLANS.

3.4. SANITARY - 6" PVC SDR 26 SANITARY PIPE ROUTED AT 1% (1/8" PER FOOT) TO THE EXISTING MANHOLE SOUTH OF THE HIGH SCHOOL

GYMNASIUM. SEE PLAN 3/C3.0 AND DETAIL U1/C3.0. SEE PLUMBING PLANS.

3.5. ALTERNATE #2 - INCLUDE AN ADDITIONAL 2" BURIED CONDUIT (AND PULL WIRE) FROM THE EXISTING HIGH SCHOOL TO THE NEW

RESTROOM BUILDING AND UPSIZE THE 1" WATER SUPPLY PIPE TO A 2" WATER SUPPLY PIPE. SEE PLUMBING AND ELECTRICAL PLANS.

1.

NOTES:

SAND SUBGRADE

BROOM FINISH

GREASE 1/2 OF DOWEL MIN.

6x6 W2.9xW2.9 WWF

EXPANSION JOINT CONTROL JOINT

12" COMPACTED

12"

SAND SUBGRADE

12" COMPACTED

EXPANSION JOINT SPACING = 30FT1.

NOTES:

LAWN

TOPSOIL

Scale: N.T.S.

SIDEWALK DETAILSS1

FIN. GRADE

SEE SITE PLAN

12" COMPACTED

SAND SUBBASE

Scale: N.T.S.

EDGE OF CONCRETE DETAILEC

COMPACTED LOCAL FILL AS

REQUIRED TO MEET GRADES

REMOVE EXISTING

ORGANIC MATERIAL

6" OF TOPSOIL,

SEED AND MULCH

SEE SITE PLAN

FOR SLOPES

C3.0

CD1

Scale: N.T.S.

CONCRETE DETAILCD1

12" COMPACTED

SAND SUBBASE

CONCRETE. SEE NOTE 1

6X6 X 2.9X2.9 WWF

COMPACTED ENGINEERED

FILL OF DEPTH REQUIRED

TO MEET GRADES

4"

4"4"

C3.0 S1

CIVIL KEY - PROPOSED

NEW CONCRETE. SEE DETAIL CD/S4.0.

GRASS

ALL EXISTING GRASS AREAS

AFFECTED BY WORK TO BE

REPAIRED WITH TOPSOIL,

SEEDED AND MULCHED

SANITARY MANHOLE

STORM MANHOLE

Scale: 1"=20'

PROPOSED GRADES PLAN2

PLAN

NORTH

ALTERNATE #1:

6FT SIDEWALK FROM THE ATHLETIC

RESTROOM BUILDING TO THE

PROPOSED TENNIS PAVILION.

RUN PARALLEL TO THE FENCE

C3.0

EC

C3.0

CD1

C3.0

CD1

PLAN

NORTH

Scale: 1"=30'

PROPOSED SANITARY PIPE3 PLAN

NORTH

5'-6"

AT

TI

C

AC

C

ES

S

BABY

CHANGING

STATION

BABY

CHANGING

STATION

WOMEN

MEN

JAN.

'-0

22'-0" 5 1/2"

10'-3 3/4" 5 1/2"

10'-3 3/4" 5 1/2"

1/

2"

'-1

8' -3

DRINKING FOUNTAINS.

SEE NOTE 1

3' -0

5'

-2

SEE ELECTRICAL AND PLUMBING

PLANS FOR ALL FIXTURES

1/

2"

3'-4"

SEE NOTE 1

5'-4"

SEE NOTE 1

7'-4" 7'-4"

5 1/2" 5 1/2" 5 1/2" 5 1/2"

6' -4

/2

AT

TI

C

AC

C

ES

S

WOMEN

MEN

JAN.

5'-0" (TYP)

SHINGLES:

CERTAINTEED LANDMARK PREMIUM.

COLOR: MAX DEF MOIRE BLACK

OVER UNDERLAYMENT AS SPECIFIED

BY THE SHINGLE MANUFACTURER

(TYP ALL ROOF SURFACES)

STANDARD STEEL SIDING.

COLOR: OWNER SELECTED

FROM STANDARD COLOR LIST

(TYP ENTIRE BUILDING)

METAL SOLID SOFFIT.

COLOR: GRAY AS SELECTED BY THE OWNER

(TYP ALL HORIZONTAL SOFFIT)

LOUVER (TYP).

COLOR: GRAY AS SELECTED

BY THE OWNER

(TYP IN 2 LOCATIONS).

SEE MECHANICAL PLANS

METAL FASCIA AND DRIP EDGE.

COLOR: GRAY AS SELECTED BY THE OWNER

(TYP ENTIRE BUILDING)

4" STANDARD STEEL SIDING CORNER TRIM

COLOR: OWNER SELECTED FROM

STANDARD COLOR LIST

(TYP ALL CORNERS)

Z:

\0

0- D

W G

\0 0-

E sc an ab a Ar ea P ub lic

S ch oo ls

\2 2-

H ig h Sc ho ol

A th le tic

B at hr oo m B ui ld in g, E sc an ab a, M

I\2 2-

_P la n.

dw g

/3

1/

0:

:3

AM

R E

V

IS

IO

N

D A

TE

Date

Drawn By

Checked By

Job No.

P ro je ct

T itl e

Dynamic Design Group, inc.

900 1st Ave. So., Ste. A

Escanaba, MI ph.: 906.786.3300 email: gen@ddgi-ddm.com www.ddgi-ddm.com

M d d

COPYRIGHT 2020 DYNAMIC

DESIGN GROUP, INC., ESCANABA, MI.

This document is not to be used, copied or reproduced without expressed written permission from Dynamic Design Group, inc.

F O

R R

E V

IE

W

/F O

R C

O N

S T

R U

C T

IO

N

ES

C

A N

A B

A , M

IC

H

IG

A

N

ES

C

A N

A B

A A

R

EA

P U

B

LI

C S

C H

O O

LS

H

IG

H

S C

H O

O L

A

TH

LE

TI

C R

ES

TR

O O

M B

U

IL

D

IN

G

03-31-2025

22-4520Scale: 1/4"=1'-0"

FLOOR PLAN1

OCCUPANCY CALCULATIONS FOR FIXTURE COUNTS

FALL SEASONS

TENNIS - GIRLS

DAILY PRACTICE = 25 ATHLETES + 2 COACHES = 27 PEOPLE

COMPETITION DAYS = 24 ATHLETES COMPETING + 12 ATHLETES WATCHING + 4 COACHES + 36 PARENTS = 76 PEOPLE

7TH & 8TH GRADE FOOTBALL

DAILY PRACTICE = 60 ATHLETES + 4 COACHES = 64 PEOPLE

COMPETITION DAYS = 120 ATHLETES + 8 COACHES + 120 SPECTATORS = 248 PEOPLE

CROSS COUNTRY = 25 ATHLETES + 2 COACHES = 27 PEOPLE

COMPETITION HELD ELSEWHERE

SPRING SEASONS

TENNIS - BOYS

DAILY PRACTICE = 30 ATHLETES + 2 COACHES = 32 PEOPLE

COMPETITION DAYS = 24 ATHLETES COMPETING + 12 ATHLETES WATCHING + 4 COACHES + 36 PARENTS = 76 PEOPLE

TRACK

DAILY PRACTICE = 60 ATHLETES + 8 COACHES = 68 PEOPLE

COMPETITION DAYS = 180 ATHLETES + 24 COACHES + 20 WORKERS + 180 SPECTATORS = 404 PEOPLE

WORST CASE SCENARIO = FALL TENNIS AND TRACK COMPETITIONS ON THE SAME DAY = 480 PEOPLE

FIXTURE REQUIREMENTS PER MICHIGAN CODE

240 MEN (HALF OF TOTAL) X 1 FIXTURE PER 75 MEN = 3.2 FIXTURES = 4 REQUIRED.

OF THE 4 FIXTURES, 2 OF THE FIXTURES MUST BE WATERCLOSETS AND 2 URINALS.

240 WOMEN (HALF OF TOTAL) X 1 FIXTURE PER 40 WOMEN = 6 FIXTURES REQUIRED.

LAVATORIES FOR MEN = 1 PER 200 MEN = 1.2 LAVATORIES = 2 LAVATORIES REQUIRED.

LAVATORIES FOR WOMEN = 1 PER 150 WOMEN = 1.6 LAVATORIES = 2 LAVATORIES REQUIRED.

DRINKING FOUNTAIN = 1 PER 1000 PEOPLE = 1 DRINKING FOUNTAIN REQUIRED.

DRINKING FOUNTAIN MUST ALLOW ACCESSIBILITY FOR BOTH STANDING AND SITTING. IF A SINGLE DRINKING FOUNTAIN DOES NOT MEET THIS REQUIREMENT, THEN TWO DRINKING FOUNTAINS MUST BE PROVIDED, ONE FOR STANDING AND ONE FOR SITTING.

SERVICE SINK = 1 SERVICE SINK REQUIRED, TO ALLOW CLEANING OF THE FACILITY.

MICHIGAN CODE ALLOWS AN EXCEPTION TO THE CODE REQUIREMENT IF RESTROOMS IN THE SCHOOL BUILDING ARE WITHIN 500 FT OF THE SPORT ACTIVITIES. THIS IS CURRENTLY THE CASE, THUS THIS EXCEPTION IS APPLIED TO

ALLOW A REDUCTION IN THE FIXTURE COUNT.

PLAN

NORTH

Scale: 1/4"=1'-0" EAST ELEVATION3AScale: 1/4"=1'-0"

NORTH AND SOUTH ELEVATIONS3C

A1.0

DSB

DSB

A1.1

NOTES:

1. INSTALL FLAT STEEL PANEL, OF MATCHING COLOR, FOR AREA BEHIND THE DRINKING FOUNTAINS. THE

DRINKING FOUNTAIN AREA SHALL BE 40"X48". CONTRACTOR TO VERIFY SIZE OF THE AREA WITH THE FINAL DRINKING FOUNTAIN UTILIZED AND ADJUST ACCORDINGLY, TO MAKE AS SMALL OF A FLAT STEEL AREA AS POSSIBLE. WRAP AREA WITH J TRIM. FLAT STEEL SHALL BE A SEAMLESS PANEL AND SHALL OVERLAP A

MINIMUM OF 6" UNDER THE STEEL SIDING.

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

FLOOR PLAN - NO DIMENSIONS1 PLAN

NORTH

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

WEST ELEVATION3B

SEE PLUMBING PLANS FOR PLUMBING

VENTS THROUGH THE ROOF. PROVIDE

WEATHER TIGHT FLASHINGS.

A1.1

NON-POWERED STATIC ROOF VENT (TYP 4 LOCATIONS):

SLANT BACK; HEAVY-DUTY ALUMINUM; 50 SQUARE INCHES OF NET

FREE AREA; FILTER; BLACK

ACCEPTABLE MANUFACTURES INCLUDE:

AIRHAWK SLA SLANT ALUMINUM, MODEL SLABL, PART #85282

OR EQUIVALENT

UNDER EAVE VENT (TYP 8 LOCATIONS):

4X16; HEAVY-DUTY ALUMINUM; PRE-FINISHED; 8 MESH ALUMINUM

SCREEN; 28 SQUARE INCHES OF NET FREE AREA; WHITE.

ACCEPTABLE MANUFACTURES INCLUDE:

AIRVENT EV16424

OR EQUIVALENT

CENTER OF THE VENT TO BE 2FT FROM THE WALL (CENTERED IN

THE SOFFIT)

PROVIDE BLOCKING BETWEEN THE TRUSS MEMBERS FOR

SECURING THE VENT AND SOFFIT MATERIALS

G0.3

SI

G0.3

SI

DRINKING

FOUNTAINS.

SEE NOTE 1

WALL PANELS:

MFGR: METAL SALES OR APPROVED EQUAL.

STYLE: CLASSIC RIB

GAUGE: 29 GALVALUME

FINISH: COLOR FIT 40

SIZE: 36" COVERAGE, 3/4" RIB HEIGHT, FULL HEIGHT

COLOR: SELECTED BY OWNER FROM MFGR. STANDARD

COLORS.

CLOSURE STRIPS: YES

TRIMS: FROM MFGR., MATCH COLOR AND FINISH.

FASTENERS: BY MFGR., HEX HEAD SCREW TYPE, COLORED

TO MATCH PANEL, GASKETED.

WARRANTY: MFGRS. STANDARD FOR PANEL AND FINISH.

SHINGLES:

MFGR: CERTAINTEED OR APPROVED EQUAL.

STYLE: LANDMARK, ARCHITECTURAL PROFILE

WEIGHT: 240 POUNDS PER SQUARE

COLOR: SELECTED BY OWNER.

FASTENERS: NON CORROSIVE / NON STAINING AS

RECOMMENDED BY MANUFACTURER.

UNDERLAYMENT: WINTERGUARD, SELF ADHEARING.

8' -6

/2

2' -0

/8

" H

EE

L

5/8" ROOF SHEATHING.

SEE DETAIL RS/S1.1

MANUFACTURED/ENGINEERED

TRUSSES AT 24" O.C.

SEE NOTE ON SHEET G0.2 RIDGE VENT

CONTINUOUS CONCRETE FOOTING.

SEE FOUNDATION PLAN (TYP)

PAINTED 5/8" GYPSUM CEILIING

(TYP ALL CEILINGS U.N.O.)

4" CONCRETE SLAB.

SEE DETAIL 1/S1.1 (TYP)

SEE DETAIL W1 OR W2

ON SHEET S1.1 (TYP)

4'-0" (TYP)

6FT OF ICE & WATER SHIELD

AT ALL EAVES

PROVIDE BLOCKING FOR METAL

SOFFIT, EAVE VENTS AND LIGHTS.

SEE ELECTRICAL PLANS

EXTERIOR WALLS (TYP)

PREFINISHED 29 GA. METAL SIDING

BUILDING WRAP

1/2" SHEATHING

R-21 UNFACED BATT. INSULATION

2x6 FRAMING @ 16" O.C.

6 MIL. VAPOR BARRIER

1/2" SHEATHING

FRP PANEL

INTERIOR WALLS (TYP)

FRP PANEL

1/2" SHEATHING

2x6 FRAMING @ 16" O.C.

1/2" SHEATHING

FRP PANEL

PRESS PLATE TRUSSES

R-21 UNFACED BATT. INSUL.

6 MIL. VAPOR BARRIER

5/8" SHEATHING

FRP PANEL

8' -1

/8

6"

100'-0"

TOP OF FLOOR

4'-0" (TYP)

METAL BUILDING TRIM

PREFINISHED 29 GA. METAL SIDING

1/2" SHEATHING

ANCHOR BOLT.

SEE DETAILS W1 AND W2 ON S1.1

TREATED WOOD PLATE

SEE DETAILS W1 AND W2 ON S1.1

FRP PANEL

R-21 UNFACED BATT. INSULATION

CONCRETE FOUNDATION (SEE STRUCTURAL)

CONCRETE SLAB

(SEE STRUCTURAL)

100'-6"

TOP OF CONCRETE STEM WALL

100'-0"

TOP OF FLOOR

1/2" SHEATHING

TRACK

6" WIDE x 1/2" THICK PVC BASE

WITH SMOOTH FINISH.

SECURE TO WALL WITH ADHESIVE AND

APPROPRIATE FASTENERS @ 16" O.C.,

1 1/2" FROM THE TOP OF THE BASE.

FRP PANEL

R-21 UNFACED BATT. INSULATION

1/2" SHEATHING.

WRAP OVER PVC BASE

TO COVER FASTENERS

6" WIDE x 1/2" THICK PVC BASE

WITH SMOOTH FINISH.

SECURE TO WALL WITH ADHESIVE AND

APPROPRIATE FASTENERS @ 16" O.C.,

1 1/2" FROM THE TOP OF THE BASE.

FRP TRACK

1/

2"

ANCHOR BOLT.

SEE DETAILS W1 AND W2 ON S1.1 (SIM)

Z:

\0

0- D

W G

\0 0-

E sc an ab a Ar ea P ub lic

S ch oo ls

\2 2-

H ig h Sc ho ol

A th le tic

B at hr oo m B ui ld in g, E sc an ab a, M

I\2 2-

_P la n.

dw g

/3

1/

0:

:4

AM

R E

V

IS

IO

N

D A

TE

Date

Drawn By

Checked By

Job No.

P ro je ct

T itl e

Dynamic Design Group, inc.

900 1st Ave. So., Ste. A

Escanaba, MI ph.: 906.786.3300 email: gen@ddgi-ddm.com www.ddgi-ddm.com

M d d

COPYRIGHT 2020 DYNAMIC

DESIGN GROUP, INC., ESCANABA, MI.

This document is not to be used, copied or reproduced without expressed written permission from Dynamic Design Group, inc.

F O

R R

E V

IE

W

/F O

R C

O N

S T

R U

C T

IO

N

ES

C

A N

A B

A , M

IC

H

IG

A

N

ES

C

A N

A B

A A

R

EA

P U

B

LI

C S

C H

O O

LS

H

IG

H

S C

H O

O L

A

TH

LE

TI