SPRINGPORT HIGH SCHOOL & ELEMENTARY SCHOOL - BP#2 - CONSTRUCTION DOCUMENTS VOL 1.pdf

PDF 28 MB Posted Sep 9, 2026

Attached to: 26-029 Springport High and Elem School Addition and Renova
Solicitation number: RFP SPP 260000002583 2
Issued by: Kalamazoo County, Michigan

About this file

Written by GovTribe AI · Sep 11, 2026

This is a construction document set for the Springport High School & Elementary School Addition and Renovation project in Springport, Michigan, prepared for Springport Public Schools. The project encompasses a significant renovation and addition to the existing 153,054 square-foot school complex, with the demolition of an existing 8,374 square-foot gymnasium and the construction of a new 17,191 square-foot gymnasium and corridor addition. The work is organized into three phases with occupancy scheduled for August 2027 (Phases 1 and 2) and December 2028 (Phase 3), with demolition occurring in November 2026 (Phase 1) and Summer 2027 (Phase 2). The project includes both sprinkled and unsprinkled areas, with the elementary school east classroom wing comprising 2,499 square feet of unsprinkled space, a gymnasium of 9,402 square feet of sprinkled space, and a cafetorium of 6,866 square feet of sprinkled space. The facility will serve approximately 489 occupants in the elementary school with 10 total water closets (27 provided), 10 total lavatories (18 provided), and 5 required drinking fountains (7 provided plus 1 bottle filler).

The project complies with the 2021 Michigan Building Code, 2012 NFPA 101 Life Safety Code, 2021 Michigan Rehabilitation Code, 2021 Michigan Energy Code, 2021 Michigan Plumbing Code, 2021 Michigan Mechanical Code, 2023 National Electrical Code with Michigan Amendments, and 2017 ICC & CA117.1 accessibility standards. The construction type is IIB with allowable areas of 58,000 square feet for single-story sprinkled education occupancy (E), 38,000 square feet for sprinkled assembly occupancy (A-2 and A-4), and 14,500 square feet for unsprinkled education occupancy. Fire walls rated at 2 hours separate occupancies, and the project includes comprehensive fire safety provisions with multiple fire extinguisher cabinets and emergency egress routes. The site encompasses multiple parcels in Jackson County Township of Springport with easements documented for sanitary, utility, and telephone companies, and benchmark elevations have been established using NAVD88 datum for construction coordination.

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Other files

File	Type	Posted
26-029 Project Manual Springport HS & Elem Addition & Reno.pdf	PDF	Sep 9, 2026
SPRINGPORT HIGH SCHOOL & ELEMENTARY SCHOOL - BP#2 - CONSTRUCTION DOCUMENTS VOL 2.pdf	PDF	Sep 9, 2026
SPRINGPORT HIGH SCHOOL & ELEMENTARY SCHOOL - BP#2 - CONSTRUCTION DOCUMENTS VOL 3.pdf	PDF	Sep 9, 2026

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Ea to n Ra pi ds

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Comdon Rd

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Pope Church Rd

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Elmer Rd

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W Michigan Ave

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Devereaux Rd

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AREA OF WORK

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1 - SPRINGPORT FOOTBALL STADIUM

2 - SPRINGPORT MIDDLE SCHOOL

3 - SPRINGPORT HIGH SCHOOL & ELEMENTARY SCHOOL

4 - SPRINGPORT TRANSPORTATION BUILDING

5 - SPRINGPORT AGRICULTURE BUILDING

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DESIGN TEAM

ARCHITECT/ENGINEER

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SPRINGPORT HIGH SCHOOL &

ELEMENTARY SCHOOL

SPRINGPORT PUBLIC SCHOOLS

300 WEST MAIN STREET SPRINGPORT, MI 49284

BP#2 - CONSTRUCTION DOCUMENTS

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VILLAGE MAP

CAMPUS MAP

CONSTRUCTION MANAGER

211 E WATER ST. SUITE 201

KALAMAZOO, MI 49007

PHONE: 269.910.1347

REFERENCED CODES

BUILDING:

ENERGY:

PLUMBING:

MECHANICAL:

FUEL GAS:

ELECTRICAL:

BARRIER-FREE:

USE GROUP:

CONSTRUCTION TYPE:

AUTOMATIC SPRINKLERS:

2021 MICHIGAN BUILDING CODE AND 2012 NFPA 101 LIFE SAFETY CODE

2021 MICHIGAN ENERGY CODE

2021 MICHIGAN PLUMBING CODE

2021 MICHIGAN MECHANICAL CODE

(IFGC) 2021 INTERNATIONAL FUEL GAS CODE

2023 NATIONAL ELECTRICAL CODE WITH MICHIGAN AMENDMENTS

2021 MICHIGAN BUILDING CODE AND 2017 ICC & C A117.1

E, A2, A4

IIB, IIIB

EXISTING ELEMENTARY - NON-SPRINKLED

PROJECT AREA

EXISTING BUILDING: 153,054 SF

EXISTING GYM BEING DEMOLISHED: 8,374 SF

242 E KALAMAZOO AVE. SUITE 100

KALAMAZOO, MICHIGAN 49007

PHONE: 269.343.6133

FAX: 269.343.6633

GYM & CORRIDOR ADDITION: 17,191 SF

ISSUED FOR DATE

PROPOSED ADDITION & RENOVATION - SPRINKLED

VOLUME - 1

NOTE:

MOUNT EQUIPMENT AS SHOWN UNLESS SPECIFIED OTHERWISE.

MAX TWO DEVICES IN ONE HIGHER MOUNT

LOCATION AT LATCH SIDE OF DOOR, PROVIDE RFI

IF MORE DEVICES ARE NECESSARY. WHERE THERE

IS ONE DEVICE, CENTER OVER LOWER DEVICE. (TO

BE WITHIN ADA HEIGHT). (IF SWITCH CANNOT BE

LOCATED ON LATCH SIDE, LOCATE ONE DOOR

LEAF AWAY ON HINGE SIDE.)

DOOR

LOW DEVICES

RECEPTACLEVOICE/DATA

MASONRY COURSING

(WHERE APPLICABLE)

LIGHT SWITCH

F.A. AUDIO/VISUAL

ALIGNMENT NOTES

• ALIGN AND LOCATE CLOSE TOGETHER ANY DEVICES INSTALLED WITHIN 6' HORIZONTALLY.

• CENTER ALL DEVICES WHERE INDICATED ON COLUMN WRAP OR BUMP OUT; STACK AND ALIGN VERTICALLY.

• INSTALL DEVICES AT HEIGHTS INDICATED IN SYMBOL LEGEND UNLESS STACKING PER THIS DETAIL.

• WHERE HEIGHT IS SPECIFICALLY NOTED ON FLOOR PLANS, USE THAT MOUNTING HEIGHT

• CENTER ON DOORFRAME OR WHITEBOARDS ANY DEVICES INDICATED ABOVE.

O R L

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6' - 0" MIN.

4" MAX

CAMERAS, CLOCKS, WALL

OCCUPANCY SENSORS

WHITE BOARD (WHERE APPLICABLE -

VERIFY WITH DETAILS/PLANS PROPER

INSTALL HEIGHT) CENTER ANY SINGLE

DEVICE WITH CENTER OF WHITE BOARD

ANY DEVICES

SHOWN OVER DOOR

TO BE CENTERED.

EQ EQ

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SHORT THROW PROJECTOR

WHERE APPLICABLE

~12"

FA PULL STATION - HINGE SIDE

OF DOOR 1-LEAF AWAY WITHIN

5'-0" OF EXTERIOR OR STAIR

DOORS, WHEN WALL MOUNT

STROBES ARE ON PROJECT,

ALIGN ABOVE.

WHEN DEVICES ARE WITHIN DIMENSION, STACK

HIGH/LOW VERTICALLY AND GROUP DEVICES AT

SAME HEIGHT. UNLESS DEVICES IS PART OF

TECHNOLOGY DETAIL GROUPING OR SERVING A

FURNITURE GROUP.

CASEWORK, COORDINATE DEVICE BOTTOM

TO BE 2" OVER BACKSPLASH OR OVER

COUNTERTOP (IF NO BACKSPLASH). FOR

LARGE FORMAT TILE, ALIGN EDGE OF DEVICE

WITH HORIZONTAL GROUT LINE CLOSEST TO

COUNTERTOP.

COORDINATE OUTLET LOCATIONS WITH

GROUT LINES, EDGE OF DEVICE ON GROUT

LINE IF POSSIBLE. COORDINATE WITH

INTERIOR DESIGN DRAWINGS.

TYPICAL COLUMN

ENCLOSURE, CHASE OR

BUMP-OUT WITH DEVICES

INDICATED IN PLANS.

EQ EQ

EQEQEQEQ

THERMOSTAT,

SENSORS OR AV

CONTROLLER, CARD

READER, ETC.

DEVICES TO BE 4" MAX DISTANCE APART

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A 301

A 311

A 00A-1

A 321

ROOM NUMBER

SHEET NUMBER

DETAIL NUMBER

ROOM NAME

100'-0" : 100'-0"

DISTANCE IN THE "X" DIRECTION FROM THE "Y" BASE LINE

DISTANCE IN THE "Y" DIRECTION FROM THE "X" BASE LINE

TYPICAL SYMBOLS AND REFERENCES

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

ELEVATION LETTER

SHEET NUMBER

ELEVATION NUMBER

BARRIER-FREE

REVISION IDENTIFIER (ADDENDUM AND BULLETIN)

COLUMN BUBBLE AND LINE

ELEVATION TAG FOR FLOOR PLANS AND

ELEVATION TAG FOR EXTERIOR

ELEVATIONS AND BUILDING SECTIONS

REFLECTED CEILING PLANS

ELEVATION TAG FOR FLOOR PLANS AND

ELEVATION TAG FOR EXTERIOR

ELEVATIONS AND BUILDING SECTIONS

REFLECTED CEILING PLANS

SHEET NUMBER

ELEVATION NUMBER

DOOR NUMBER - CORRESPONDS

TO THE ROOM NUMBER

LETTER DESIGNATES MORE THAN ONE IN ROOM

FINISH FLOOR

ELEVATION 100'-0"

FINISH FLOOR

ELEVATION 100'-0"

100'-0"

NOTE:

ROOM NAMES AND NUMBERS ON PLANS ARE

FOR CONSTRUCTION PURPOSES ONLY.

COORDINATE WITH OWNER REGARDING

PROPOSED NUMBERS FOR ALL SIGNAGE,

SCHEDULE AND PANEL DESIGNATIONS.

DETAIL REFERENCE BUBBLE

BUILDING SECTION REFERENCE BUBBLE

EXTERIOR ELEVATION REFERENCE BUBBLE

INTERIOR ELEVATION REFERENCE BUBBLE

ELEVATION TAG - EXISTING

ELEVATION TAG - NEW

U N

ROOM NAME

A101A

A 502

ROOM IDENTIFICATION TAG

UNIT MATCHLINES

DETAIL TITLE

TYPICAL NOTATION SYMBOLS

ELEVATION AND SECTION REFERENCE SYMBOLS

WORKING POINT LAYOUT TAG

BORROWED LIGHT AND DOOR IDENTIFICATION

SYMBOLS

DETAIL TITLE

1" = 0'-1"

A 101

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SCALE: NONE

DEVICE ALIGNMENT GUIDELINES

LIST OF ABBREVIATIONS

ACP ACOUSTICAL PANEL CEILING

AFF ABOVE FINISH FLOOR

ALUM ALUMINUM

ANOD ANODIZED

CFMF COLD FORMED METAL FRAMING

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

DCMU DECORATIVE CONCRETE MASONRY UNIT

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FRT FIRE RESISTANT TREATED

FV FIELD VERIFY

GYP BD GYPSUM BOARD

HM HOLLOW METAL

LVL LAMINATED VENEER LUMBER

MCM METAL COMPOSITE MATERIAL WALL PANEL

OC ON CENTER

PT PRESERVATIVE TREATED

PNT PAINT

SS STAINLESS STEEL

SSM SOLID SURFACE MATERIAL

TYP TYPICAL

VIF VERIFY IN FIELD

WD WOOD

GENERAL NOTES - ARCHITECTURAL - NEW CONSTRUCTION

1 THE OWNER RESERVES THE RIGHT TO REMOVE ANY ITEM FROM THE PROJECT PRIOR TO

COMMENCEMENT OF CONTRACTED DEMOLITION WORK.

2 ALL EXISTING CONDITIONS SHOULD BE FIELD VERIFIED BEFORE WORK BEGINS.

3 DIMENSIONS GIVEN ARE ACTUAL AND ARE TO THE FACE OF MASONRY UNITS OR TO THE

FACE OF STUD FRAMING, UNLESS NOTED OTHERWISE.

4 DETAILS SHOWN ILLUSTRATE DESIGN INTENT, NOT ALL POSSIBLE CONDITIONS. FOR

CONDITIONS NOT SHOWN, USE DETAILS CLOSEST TO CONDITION IN QUESTION.

5 EXTEND ALL INTERIOR WALL PARTITIONS FROM FLOOR TO STRUCTURE/DECK ABOVE

UNLESS NOTED OR DETAILED OTHERWISE.

6 WITHIN BUILDING INTERIOR PROVIDE BULLNOSE BLOCK IN CMU WALL ASSEMBLIES AT

ALL EXPOSED OUTSIDE CORNERS, INCLUDING WINDOW AND DOOR JAMBS, UNLESS

NOTES OR DETAILED OTHERWISE. PROVIDE SQUARE CORNERS AT ALL LOCATIONS

FINISHED WITH WALL TILE, REFER TO FINISH PLANS (I100 SHEETS) FOR LOCATIONS.

7 TOOTH-IN MASONRY AT NEW OPENINGS IN EXISTING WALLS.

8 TOOTH-IN NEW MASONRY INFILL INTO EXISTING OPENINGS AT ALL BULLNOSE BLOCK

LOCATIONS.

9 STUD WALLS SPANNING OVER 12'-0" IN HEIGHT SHALL BE A MINIMUM OF 20 GAGE.

10 DOORS ARE TO BE 4" FROM CORNER OF ROOM, UNLESS NOTED OR DIMENSIONED

OTHERWISE.

11 FIRESTOP ALL INTERCONNECTIONS BETWEEN VERTICAL AND HORIZONTAL SPACES AND

CONCEALED WALL SPACES AT CEILING, FLOOR AND ROOF LEVELS.

12 FIRESEAL ALL PENETRATIONS, SUCH AS, PIPES, DUCTS, CONDUITS, ETC. THROUGH FIRE

AND/OR SMOKE RATED ASSEMBLIES.

13 FOR CONTROL JOINT (C.J.) LOCATIONS REFER TO EXTERIOR ELEVATIONS AND/OR FLOOR

PLANS.

14 PAINT ALL ELECTRICAL PANEL COVERS AND ACCESS PANELS TO MATCH ADJACENT

FINISHES. USING OIL-BASED PAINT, NOT LATEX WALL PAINT.

15 PROVIDE WOOD BLOCKING IN WALLS THAT REQUIRE WALL MOUNTED EQUIPMENT OR

ACCESSORIES. COORDINATE WITH EQUIPMENT OR ACCESSORY MANUFACTURER.

16 PROVIDE ALL ASSOCIATED CURBS FOR ROOF TOP EQUIPMENT AND MECHANICAL ROOF

TOP UNITS. LARGE VOIDS BELOW THE AIR HANDLING UNITS SHALL BE FILLED WITH

INSULATION AS SPECIFIED FOR NOISE CONTROL.

17 ALL EXISTING ROOF TOP PENETRATIONS BEING REMOVED REQUIRE ROOF PATCHING TO

MATCH EXISTING ADJACENT.

18 AT AREAS THAT REQUIRE DEMOLITION OF ADJACENT MATERIALS OR FINISHES FOR THE

INSTALLATION OF NEW WORK, THE DISTURBED ITEMS INTENDED TO BE EXISTING TO

REMAIN SHALL BE PATCHED OR RESTORED TO ORIGINAL CONDITION.

GENERAL NOTES - ARCHITECTURAL - DEMOLITION

1 CONTRACTORS ARE REQUIRED TO INSPECT/REVIEW THE EXISTING BUILDING PRIOR TO

RELATED DEMOLITION WORK. UNLESS NOTED OTHERWISE, REMOVAL OF ANY WALL,

FLOOR OR CEILING INCLUDES ALL GENERAL MECHANICAL AND ELECTRICAL ITEMS WHICH

ARE A PART OF, OR ATTACHED TO IT.

2 CONTRACTOR SHALL VERIFY ALL EXISTING JOB SITE CONDITIONS AND DIMENSIONS AND

BE RESPONSIBLE FOR THE SAME ADVISE CONSTRUCTION MANAGER OF ANY AND ALL

DISCREPANCIES.

3 PATCH FLOORS, WALLS AND CEILINGS DAMAGED DURING CONSTRUCTION AND

DEMOLITION AS REQUIRED. FINISH TO MATCH EXISTING.

4 ACCOMMODATE NEW CONSTRUCTION IF NOT INDICATED.

5 PROTECT ALL EXISTING FINISHES THROUGHOUT PROJECT.

6 REFER TO DEMOLITION ELEVATIONS, SECTIONS AND DETAILS FOR ADDITIONAL

INFORMATION.

7 REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL PLANS FOR

ADDITIONAL DEMOLITION NOTES.

8 SALVAGE ALL UNISTRUT AND PROTECT FOR RE-USE IN NEW CONSTRUCTION, IF

REQUIRED.

9 AT LOCATIONS OF REMOVED WALLS, ALL ASSOCIATED ITEMS ATTACHED TO THE WALL

ARE TO BE REMOVED. SUCH AS: DOORS, WINDOWS, FRAMES, MARKERBOARDS,

TACKBOARDS, TACK STRIPS, ETC.

ISSUED FOR DATE

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2021 MICHIGAN REHABILITATION CODE SUMMARY

ALTERATION - ANY CONSTRUCTION OR RENOVATION TO AN EXISTING STRUCTURE OTHER THAN REPAIR OR ADDITION. ALTERATIONS ARE CLASSIFIED AS LEVEL 1, LEVEL 2 AND LEVEL 3

WORK AREA - THAT PORTION OR PORTIONS OF A BUILDING CONSISTING OF ALL RECONFIGURED SPACES AS INDICATED ON THE CONSTRUCTION DOCUMENTS. WORK AREA EXCLUDES OTHER PORTIONS OF THE BUILDING

WHERE INCIDENTAL WORK ENTAILED BY THE INTENDED WORK MUST BE PERFORMED AND PORTIONS OF THE BUILDING WHERE WORK NOT INITIALLY INTENDED BY THE OWNER IS SPECIFICALLY REQUIRED BY THIS

CODE.

ALTERATION - LEVEL 1 (MRC 602.1)

SCOPE - LEVEL 1 ALTERATIONS INCLUDE THE REMOVAL AND REPLACEMENT OR THE COVERING OF EXISTING MATERIALS, ELEMENTS, EQUIPMENT, OR FIXTURES USING NEW MATERIALS, ELEMENTS, EQUIPMENT, OR

FIXTURES THAT SERVE THE SAME PURPOSE.

ALTERATION - LEVEL 2 (MRC 603.1)

SCOPE - LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE

INSTALLATION OF ANY ADDITIONAL EQUIPMENT.

ALTERATION - LEVEL 3 (MRC 604.1)

SCOPE - LEVEL 3 ALTERATIONS APPLY WHERE THE WORK AREA EXCEEDS 50 PERCENT OF THE BUILDING AREA

CHANGE OF OCCUPANCY (MRC 605.1)

SCOPE - ANY ACTIVITY CLASSIFIED AS A CHANGE OF OCCUPANCY AS DEFINED IN CHAPTER 2. SHALL COMPLY WITH CHAPTER 10

MATERIALS AND METHODS (MRC 702.7)

ALL NEW WORK SHALL COMPLY WITH THE MATERIALS AND METHODS REQUIREMENTS IN THE INTERNATIONAL BUILDING CODE, INTERNATIONAL ENERGY CODE, INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL PLUMBING CODE, AS APPLICABLE, THAT SPECIFY

STANDARDS, DETAIL OF INSTALLATION AND CONNECTION, JOINTS, PENETRATIONS, AND CONTINUITY OF ANY ELEMENT, COMPONENT OR

SYSTEM IN THE BUILDING.

ENERGY CONSERVATION, MINIMUM REQUIREMENTS (MRC 708.1)

LEVEL 1 ALTERATIONS TO EXISTING BUILDINGS OR STRUCTURES DO NOT REQUIRE THE ENTIRE BUILDING OR STRUCTURE TO COMPLY WITH THE ENERGY REQUIREMENTS OF THE INTERNATIONAL ENERGY

CONSERVATION. THE ALTERATIONS SHALL CONFORM TO THE ENERGY REQUIREMENTS AS THEY RELATE TO NEW CONSTRUCTION ONLY.

2021 MBC CODE SUMMARY / 2012 NFPA 101 CODE SUMMARY

EXISTING BUILDING - 153,054 SF

EXISTING GYM BEING DEMOLISHED - 8,375 SF

BUILDING GYM AND CORRIDOR ADDITION - 17,191SF

ADDITIONS ARE SEPARATED FROM THE EXISTING BUILDING WITH A FIRE WALL

OCCUPANCY

E (MBC 305) EDUCATION

A-2 (MBC 303.3) CAFETERIAS

A-4 (MBC 303.5) INDOOR SPORTS WITH SPECTATOR SEATING

ALLOWABLE HEIGHT (FEET) (MBC 504.3)

A & E = 75’ MAX SPRINKLERED (55' MAX NOT SPRINKLERED)

ALLOWABLE HEIGHT (STORIES) (MBC 504.4)

E = 3 STORIES SPRINKLERED (2 STORIES NOT SPRINKLERED)

A-2 = 3 STORIES SPRINKLERED (2 STORIES NOT SPRINKLERED)

A-4 = 3 STORIES SPRINKLERED (2 STORIES NOT SPRINKLERED)

ALLOWABLE AREA (MBC 506.2)

E = 58,000 SF - SINGLE STORY SPRINKLED, IIB CONSTRUCTION

E = 14,500 SF - SINGLE STORY NOT SPRINKLED, IIIB CONSTRUCTION

A-2 = 38,000 SF - SINGLE STORY, SPRINKLERED, IIB CONSTRUCTION

A-4 = 38,000 SF - SINGLE STORY, SPRINKLERED, IIB CONSTRUCTION

REQUIRED SEPARATION OF OCCUPANCIES (HOURS) (MBC 508.4)

E/A = NO SEPARATION REQUIREMENT

CONSTRUCTION TYPE (MBC CH 6)

IIB (MBC CH6)

FIRE-RESISTANCE RATING FOR BUILDING ELEMENTS (MBC TABLE 601)

TYPE IIB CONSTRUCTION

PRIMARY STRUCTURE 0 HOUR

BEARING WALLS

INTERIOR 0 HOUR

EXTERIOR 0 HOUR

NONBEARING WALLS AND PARTITIONS (MBC TABLE 602)

EXTERIOR 0 HOUR (10’-30’)

FLOOR CONSTRUCTION 0 HOUR

ROOF CONSTRUCTION 0 HOUR

FIRE RESISTANT RATING REQUIREMENTS FOR EXTERIOR WALLS (TABLE 705.5)

IIB - OCCUPANCIES A & E - O HOURS

FIRE WALL FIRE RESISTANCE RATINGS (MBC TABLE 706.4)

OCCUPANCIES A & E NEED 2 HOUR FIRE WALLS

HORIZONTAL CONTINUITY (MBC TABLE 706.5)

FIRE WALLS SHALL BE CONTINUOUS AND EXTEND PAST EXTERIOR WALL NOT LESS THAN 18 INCHES

EXCEPTION 2 - AT NON COMBUSTIBLE EXTERIOR WALL, THE RATING CAN EXTEND 4 FEET HORIZONTALLY ON BOTH SIDES OF THE FIRE WALL

VERTICAL CONTINUITY (MBC TABLE 706.6)

FIRE WALLS SHALL EXTEND FROM THE FOUNDATION TO A TERMINATION POINT NOT LESS THAN 30 INCHES ABOVE THE

ADJACENT ROOFS

EXCEPTIONS:

WALLS SHALL BE PERMITTED TO TERMINATE AT THE UNDERSIDE OF NONCOMBUSTIBLE ROOF SHEATHING, DECK OR SLABS WHERE

BOTH BUILDINGS ARE PROVIDED WITH NOT LESS THAN A CLASS B ROOF COVERING. OPENINGS IN THE ROOF SHALL NOT BE LOCATED

WITHIN 4 FEET OF THE FIRE WALL.

FIRE PARTITIONS (MBC 708.1)

CORRIDOR WALLS PER SECTION 1020.3

INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY (MBC TABLE 803.13)

OCCUPANCY GROUPS E - SPRINKLERED

CLASS B - INTERIOR STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS

CLASS B - CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS

CLASS C - ROOMS AND ENCLOSED SPACES

OCCUPANCY GROUPS A - SPRINKLERED

CLASS B - INTERIOR STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS

CLASS B - CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS

CLASS C - ROOMS AND ENCLOSED SPACES

FIRE ALARM AND DETECTION SYSTEMS (MBC 907.2.3 GROUP E)

A MANUAL ALARM SYSTEM THAT INITIATES THE OCCUPANT NOTIFICATION SIGNAL UTILIZING AN EMERGENCY VOICE/ ALARM

COMMUNICATION SYSTEM MEETING THE REQUIREMENTS OF SECTION 907.5.2.2 AND INSTALLED IN ACCORDANCE WITH SECTION

907.6 SHALL BE INSTALLED IN GROUP E OCCUPANCIES. WHERE AUTOMATIC SPRINKLER SYSTEMS OR SMOKE DETECTORS ARE

INSTALLED, SUCH SYSTEMS OR DETECTORS SHALL BE CONNECTED TO THE BUILDING FIRE ALARM SYSTEM.

MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT (MBC 1004.5)

EDUCATION CLASSROOM - 1/20 SF NET

EDUCATION VOCATIONAL - 1/50 SF NET

EDUCATION LOCKER ROOM - 1/15 GROSS

ASSEMBLY - 1/5 SF NET STANDING SPACE

ASSEMBLY - 1/15 SF NET UNCONCENTRATED TABLES AND CHAIRS

BUSINESS AREAS - 150 GROSS

STORAGE - 1/300 GROSS

NUMBER OF EXITS OR ACCESS TO EXITS (MBC TABLE 1006.3.3)

OCCUPANT LOAD PER STORY = 1-500 OCCUPANTS = 2 EXITS MINIMUM PER STORY OR ACCESS TO EXITS PER STORY

PANIC AND FIRE HARDWARE (MBC 1010.2.9)

DOORS SERVING ROOMS OR SPACES WITH AN OCCUPANT LOAD OF 50 OR MORE IN GROUP A & E OCCUPANCY SHALL NOT BE PROVIDED WITH A LATCH OR LOCK OTHER THAN PANIC HARDWARE OR FIRE EXIT

HARDWARE.

EXIT ACCESS TRAVEL DISTANCE (TABLE 1017.2)

200’ MAX OCCUPANCY A & E (MBC TABLE 1017.2 UNSPRINKLERED)

250’ MAX OCCUPANCY A & E (MBC TABLE 1017.2 SPRINKLERED)

CORRIDOR FIRE RESISTANCE RATING (MBC TABLE 1020.1)

1 HOUR

0 HOUR RATING WITH SPRINKLERS PER 903.3.1.1 OR 903.2.1.2

CORRIDORS WIDTH AND CAPACITY (MBC TABLE 1020.2)

72” MINIMUM REQUIRED IN GROUP E WITH 100 OR MORE OCCUPANTS

DEAD ENDS (MBC TABLE 1020.5)

WHERE MORE THAN ONE EXIT OR EXIT ACCESS DOORWAY IS REQUIRED, THE EXIT ACCESS SHALL BE ARRANGED SUCH THAT THERE ARE NO DEAD ENDS IN CORRIDORS MORE THAN 20 FEET IN LENGTH.

COMMON PATH OF TRAVEL (MBC 1030.8)

OCCUPANCY A & E: 30 FEET FROM ANY SEAT TO A POINT WHERE AN OCCUPANT HAS A CHOICE OF TWO PATHS

50 FEET IN SMOKE PROTECTED OPEN AIR ASSEMBLY SEATING

75 FEET COMMON PATH IS ALLOWED WITH LESS THAN 50 OCCUPANTS

SERVICES (MBC 1109.2.1)

IF A SERVICE OR FACILITY IS PROVIDED IN AN AREA THAT IS NOT ACCESSIBLE, THE SAME SERVICE OR FACILITY SHALL BE PROVIDED ON AN ACCESSIBLE LEVEL AND SHALL BE ACCESSIBLE.

WHEELCHAIR SPACES (MBC 1109.2.2)

IN ROOMS AND SPACES USED FOR ASSEMBLY PURPOSES WITH FIXED SEATING, ACCESSIBLE WHEELCHAIR SPACES SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 1108.2.2.1 AND 1108.2.2.3

2021 MICHIGAN PLUMBING CODE

TABLE 403.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES

ACTUAL OCCUPANT LOAD FOR PLUMBING FIXTURES (MPC 403.1 EXCEPTION. NO.1)

SPRINPGORT ELEMENTARY SCHOOL: PLUMBING FIXTURE COUNT IS BASED ON ACTUAL OCCUPANT LOAD = 489 OCCUPANTS (457 STUDENTS + 32 STAFF)

WATERCLOSETS (MPC 403.1)

SPRINGPORT ELEMENTARY SCHOOL:

1 PER 50 - E OCCUPANCY

489 TOTAL OCCUPANTS / 2 = 245/ 50 = 4.9 = 5

REQUIRED – (10 TOTAL) - 5 WCs FOR BOTH MEN AND WOMEN

PROVIDED – (27 TOTAL) - 6 WCs FOR MEN & 14 WCs FOR WOMEN (20 WCs AND 7 URs)

URINALS (MPC 424.2) SUBSTITUTION FOR WATER CLOSETS.

IN EACH BATHROOM OR TOILET ROOM, URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 67 PERCENT OF THE REQUIRED WATER CLOSETS IN ASSEMBLY AND

EDUCATIONAL OCCUPANCIES. URINALS SHALL NOT SUBSTITUTE FOR MORE THAN 50 PERCENT OF THE REQUIRED WATER CLOSETS IN ALL OTHER OCCUPANCIES.

LAVATORIES (MPC 403.1)

SPRINGPORT ELEMENTARY SCHOOL:

1 PER 50 - E OCCUPANCY

489 TOTAL OCCUPANTS / 2 = + 245/ 50 = 4.9 = 5

REQUIRED – (10 TOTAL) – 5 LAVs FOR BOTH MEN AND WOMEN

PROVIDED – (18 TOTAL) – 9 LAVs FOR MEN & 10 LAVs FOR WOMEN

DRINKING FOUNTAIN (MPC 403.1)

WAVERLY ECEC:

1 PER 100 REQUIRED - E OCCUPANCY

489 TOTAL OCCUPANTS / 100 = 4.8 = 5

REQUIRED – (5 TOTAL DFs)

PROVIDED – (7 TOTAL DFs) PLUS (1) BOTTLE FILLER

(MPC 410.4) SUBSTITUTION (FOR DRINKING FOUNTAINS)

IN OCCUPANCIES OTHER THAN RESTAURANTS WHERE DRINKING FOUNTAINS ARE REQUIRED, WATER DISPENSERS SHALL

BE PERMITTED TO BE SUBSTITUTED FOR NOT MORE THAN 50 PERCENT OF THE REQUIRED NUMBER OF DRINKING FOUNTAINS.

OTHER (MPC 403.1)

SPRINGPORT ELEMENTARY SCHOOL:

X SERVICE SINK REQUIRED

X SERVICE SINKS PROVIDED

ENERGY CODE

ASHRAE STANDARD 90.1 - 2019

TABLE 5.5-5 BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 5A

NONRESIDENTIAL

5.1.3 ENVELOPE ALTERNATIONS, EXCEPTION #5

THE ROOF ALTERATIONS NEED NOT COMPLY WITH THESE REQUIREMENTS, PROVIDED SUCH ALTERATIONS WILL NOT INCREASE THE ENERGY USAGE OF THE

BUILDING - #5 ROOF RECOVERING.

ROOFS INSULATION ENTIRELY ABOVE DECK

MAX U-0.032, MIN R-20 c.i. AT EXISTING ROOFS, MIN R-30 c.i. AT NEW ROOFS

WALLS ABOVE GRADE

MASS MAX U-0.090, MIN R-11.4 c.i.

STEEL FRAMED MAX U-0.055, MIN R-13 + R-10 c.i.

WALLS BELOW GRADE

MAX C-0.119, R-7.5 c.i.

FLOORS

MASS MAX U-0.057, MIN R-14.6 c.i.

STEEL JOIST MAX U-0.038, MIN R-30

SLAB ON GRADE FLOORS

HEATED MAX F-0.688, MIN R-15 FOR 24 IN.

OPAQUE DOORS

SWINGING MAX U-0.370

FENESTRATION - 0% TO 40% OF WALL

FIXED - MAX U-0.36, MAX SHGC-0.38

OPERABLE - MAX U-0.45, MAX SHGC-0.33

ENTRANCE DOOR - MAX U-0.63, MAX SHGC-0.33

SKYLIGHTS - 0% TO 3% OF ROOF

ALL TYPES - MAX U-0.50, MAX SHGC-0.40

ISSUED FOR DATE

DN DN

T T

TTT

U N

IT A

U N

IT K

U N

IT K

U N

IT J

U N

IT K

U N

IT J

U N

IT J

U N

IT H

U N

IT G

U N

IT F

U N

IT A

U N

IT G

U N

IT F

U N

IT E

U N

IT B

U N

IT C

U N

IT A

U N

IT B

U N

IT B

U N

IT C

U N

PHASE 3

P H A S E

TEMP WALLS

PHASE 2

OCCUPANCY PHASE 2

AUGUST 2027

OCCUPANCY PHASE 2

AUGUST 2027

OCCUPANCY PHASE 1

AUGUST 2027AUGUST 2027

TEMPORARY

CONSTRUCTION

FENCING

TEMPORARY

CONSTRUCTION

GATE

OCCUPANCY PHASE 3

DECEMBER 2028

OCCUPANCY PHASE 3

DECEMBER 2028

UNIT A UNIT B

UNIT A UNIT C

UNIT A UNIT K

UNIT K UNIT J

UNIT J UNIT H UNIT H UNIT F

UNITG UNIT F

UNIT J UNIT H

UNIT F UNIT D

UNIT B UNIT C

UNIT J UNIT H

UNIT F UNIT E

UNIT F UNIT D

T E M

P W

A L L

T E M

P W

A L L

T E M

P W

A L L

TEMP WALL

T E M

P W

A L L

TEMPORARY

CONSTRUCTION

FENCING

TEMPORARY

CONSTRUCTION

GATE

DEMO PHASE 1

NOVEMBER 2026

DEMO PHASE 2

SUMMER 2027

DEMO PHASE 2

SUMMER 2027

DEMO PHASE 2

SUMMER 2027

UNIT J UNIT C

S H

E E

T T

S H

E E

T N

U M

B E

O W

N E

R P

R O

J E

C T

L E

D A

T E

T O

W E

R P

S T

E R

.C O

A L L R

T S

R E

S E

R V

E D

P H

A S

P L A

S P

G P

O R

T H

S C

H O

O L

E L E

M E

N T

A R

Y S

C H

O O

S P

G P

O R

T P

U B

S C

H O

O L S

W E

S T

M A

T R

E E

S P

G P

O R

M I

S P

G P

O R

T P

U B

S C

H O

O L S

A U

G U

S T

D R

A W

N B

X X

1" = 50'-0"

OVERALL FIRST FLOOR OCCUPANCY PLAN

1" = 50'-0"

OVERALL FIRST FLOOR DEMOLITION PHASING PLAN

UPUP

T T

TTT

T S

1. ALL PENETRATIONS THROUGH A FIRE OR SMOKE RATED PARTITION SHOULD BE

SEALED WITH AN APPROVED U.L. RATED PRODUCT.

2. THE TOPS OF ALL FIRE RATED PARTITIONS SHALL BE SEALED TO THE

CONTINUOUS STRUCTURE ABOVE WITH A U.L. RATED SYSTEM OR ASSEMBLY.

3. WOOD BLOCKING IN FIRE-RATED PARTITIONS SHALL BE NON-COMBUSTIBLE

TREATED WOOD.

4. REFER TO SPECIFICATION U.L. RATING INFORMATION.

5. FIRE-RATED WALLS ENDING INTO AN ACOUSTICAL DECK MUST HAVE THE FLUTES

FILLED, REFER TO 'TOP OF WALL DETAIL AT ACOUSTIC DECK' SHOWN ON THIS

SHEET.

• FOR MASONRY WALLS THE MASON SHALL FILL VOIDS AND FIRE SPRAY WITH UL LISTED

MATERIAL.

• FOR STUD WALLS USE FIRE SAFING AND FIRE CAULK.

CODE COMPLIANCE KEY

TRAVEL DISTANCE TO EGRESS DOOR (T.D.)

PERMITTED MAXIMUM TRAVEL DISTANCE PER

CONDITION (P.T.D.)

DIRECTION OF EGRESS

FIRE SAFETY SYMBOLS

FIRE-RATING KEY

XFE

XFEC

FEC

EXISTING FIRE EXTINGUISHER

EXISTING FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

AED

AUTOMATED EXTERNAL DEFIBRILLATOR (AED)

RECESSED CABINET

DESIGNATION RATING PRIORITY

3 HOUR 1

2 HOUR FIRE PARTITION - 708 2

1 HOUR FIRE PARTITION - 708 3

SMOKE RESISTANT 4

COORDINATE ALL REQUIRED DAMPERS WITH MECHANICAL.

T.D. - 100' - 0"

P.T.D. - 200' - 0"

COMMON PATH OF TRAVEL (C.P.T.)

DIRECTION OF EGRESS

C.P.T. - 50' - 0"

MAIN EGRESS EXIT SECONDARY EGRESS EXIT

SMOKE EVACUATION H HORIZONTAL EGRESS

CLASSROOM

A000A

ROOM NAME AND ROOM NUMBER

ROOM AREA

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

1 HOUR FIRE BARRIER - 707 3

2 HOUR FIRE BARRIER - 707 2

2 HOUR FIRE WALL - 706 2

FIRE SAFETY SYMBOLS

REFERENCED CODE

KNOX KNOX BOX

PROJECT AREA

EGRESS

Door #

EGRESS ROOM

UNIT A

UNIT B

U N

IT B

U N

IT C

UNIT B UNIT C

U N

IT A

U N

IT K

U N

IT K

U N

IT J

U N

IT K

U N

IT J

U N

IT J

U N

IT G U

U N

IT G

U N

IT F

U N

IT C

U N

IT G

U N

UNIT F

UNIT E

U N

HS MEDIA

CENTER

C352

CLASSROOM

C426

CLASSROOM

C241

CLASSROOM

C347

CLASSROOM

F112CLASSROOM

F111

CLASSROOM

C348

CLASSROOM

C412

CLASSROOM

C236

CLASSROOM

C235

FACULTY

D120

CLASSROOM

C384

CLASSROOM

C383

CLASSROOM

C314

CLASSROOM

C313

CLASSROOM

C379

CLASSROOM

C382

CLASSROOM

C386

WOOD

F119

CLASSROOM

F116

AG SCIENCE

F117

CLASSROOM

F113

CLASSROOM

F127

MECH.

F128

BAND

F108

CHOIR

F101

RECEPTION

D110

HIGH SCHOOL

GYM

H357

KITCHEN

H446

GYMNASIUM

C116

U. MICH

HEALTH

RECEPTION

C115

CLASSROOM

B121

CLASSROOM

B119

CLASSROOM

B118

CLASSROOM

B117

CLASSROOM

B122

CLASSROOM

B123 CLASSROOM

B125

CLASSROOM

B126

CLASSROOM

A415

CLASSROOM

A418

CLASSROOM

A289

CLASSROOM

A412

CLASSROOM

A403

ELEM. MEDIA

CENTER

J100

CLASSROOM

J102

CLASSROOM

J101

CLASSROOM

J109

CLASSROOM

J110

CLASSROOM

J111

CLASSROOM

J112

CLASSROOM

J113

CLASSROOM

K106

CLASSROOM

K105

CLASSROOM

K104

CLASSROOM

K107

CLASSROOM

K108

CLASSROOM

K103

CLASSROOM

K102

CLASSROOM

K101

CLASSROOM

K100

CLASSROOM

K111

CLASSROOM

K110

CLASSROOM

K109

CORRIDOR

C123

SCENE SHOP

G114

FEC

D. -

113' - 0"

D. - 250' -

T .D

P .T

T .D

P .T

D. -

121' - 4"

D. -

250' - 0"

T .D

P .T

ELEMENTARY SCHOOL EAST

CLASSROOM WING 2,499 SF TOTAL

UNSPRINKLED 10,145 LEVEL 2

ALTERATION 18% LEVEL 2 ALTERATION

E - NS - IIIB - 14,500 SF ALLOWED

GYMNASIUM 9,402 SF TOTAL SPRINKLED

A4 - S1 - IIB - 38,000 SF ALLOWED

CAFETORIUM 6,866 SF TOTAL SPRINKLED

A2 - S1 - IIB - 38,000 SF ALLOWED

XFEC

XFE

2-HOUR FIRE WALL

-H

O U R F

E B

A R R

-H

O U R F

E W

2-HOUR FIRE WALL

-H

O U R F

E W

2-HOUR FIRE WALL

-H

O U R F

E B

A R R

2-HOUR FIRE WALL

-H

O U R F

E W

C.P.T. - 64' - 6"

C.P.T. - 79' - 10"

C .P

EGRESS

EGRESS340

E G

R E

S S

E G

R E

S S

E G

R E

S S

E G

R E

S S

E G

R E

S S

E G

R E

S S

E G

R E

S S

E G

R E

S S

E G

R E

S S

E G

R E

S S

COURTYARD

C200

S H

E E

T T

S H

E E

T N

U M

B E

O W

N E

R P

R O

J E

C T

L E

D A

T E

T O

W E

R P

S T

E R

.C O

A L L R

T S

R E

S E

R V

E D

O V

E R

A L

L C

O D

E C

O M

P L

N C

E P

L A

S P

G P

O R

T H

S C

H O

O L

E L E

M E

N T

A R

Y S

C H

O O

S P

G P

O R

T P

U B

S C

H O

O L S

W E

S T

M A

T R

E E

S P

G P

O R

M I

S P

G P

O R

T P

U B

S C

H O

O L S

A U

G U

S T

D R

A W

N B

X X

THIS DRAWING SHEET IS INTENDED TO BE PLOTTED IN

COLOR. IF THIS TEXT APPEARS IN BLACK AND WHITE,

IT IS PLOTTED INCORRECTLY. DISCARD AND OBTAIN

AN ACCURATE DRAWING

BUILDING: 2021 MICHIGAN BUILDING CODE & 2012 NFPA 101 LIFE SAFETY

CODE

REHABILITATION 2021 MICHIGAN REHAB CODE 2021

ENERGY: 2021 MICHIGAN ENERGY CODE

PLUMBING: 2021 MICHIGAN PLUMBING CODE

MECHANICAL: 2021 MICHIGAN MECHANICAL CODE

FUEL GAS: (IFGC) 2015 INTERNATIONAL FUEL GAS CODE

ELECTRICAL: 2023 MICHIGAN ELECTRICAL CODE, PART 8

BARRIER FREE: 2021 MICHIGAN BUILDING CODE & 2017 ICC & C A117.1

USE GROUP: E (EDUCATION)

CONSTRUCTION TYPE: II B

SPRINKLERS: YES

ADDITION SF 16200 SF

1" = 30'-0"

OVERALL CODE COMPLIANCE PLAN

SPRINGPORT ELEMENTARY / HIGH SCHOOL

A B C D

KEY PLAN

SCALE: NO SCALE

EFG

U N

IT B

U N

IT C

CLASSROOM

B126

CLASSROOM

B121

CORRIDOR

B470

CLASSROOM

B119

CLASSROOM

B118

CLASSROOM

B117

CLASSROOM

B122

CLASSROOM

B123

CLASSROOM

B125

UNIT A

UNIT B

U N

IT B

U N

IT C

FEC

-H

O U R F

E W

T .D

P .T

T .D

P .T

T .D

P .T

EGRESS

COURTYARD

C200

ELEMENTARY SCHOOL EAST CLASSROOM

WING 2,499 SF TOTAL UNSPRINKLED

10,145 LEVEL 2 ALTERATION 18% LEVEL

2 ALTERATION

E - NS - IIIB - 14,500 SF ALLOWED

1. ALL PENETRATIONS THROUGH A FIRE OR SMOKE RATED PARTITION SHOULD BE

SEALED WITH AN APPROVED U.L. RATED PRODUCT.

2. THE TOPS OF ALL FIRE RATED PARTITIONS SHALL BE SEALED TO THE

CONTINUOUS STRUCTURE ABOVE WITH A U.L. RATED SYSTEM OR ASSEMBLY.

3. WOOD BLOCKING IN FIRE-RATED PARTITIONS SHALL BE NON-COMBUSTIBLE

TREATED WOOD.

4. REFER TO SPECIFICATION U.L. RATING INFORMATION.

5. FIRE-RATED WALLS ENDING INTO AN ACOUSTICAL DECK MUST HAVE THE FLUTES

FILLED, REFER TO 'TOP OF WALL DETAIL AT ACOUSTIC DECK' SHOWN ON THIS

SHEET.

• FOR MASONRY WALLS THE MASON SHALL FILL VOIDS AND FIRE SPRAY WITH UL LISTED

MATERIAL.

• FOR STUD WALLS USE FIRE SAFING AND FIRE CAULK.

CODE COMPLIANCE KEY

TRAVEL DISTANCE TO EGRESS DOOR (T.D.)

PERMITTED MAXIMUM TRAVEL DISTANCE PER

CONDITION (P.T.D.)

DIRECTION OF EGRESS

FIRE SAFETY SYMBOLS

FIRE-RATING KEY

XFE

XFEC

FEC

EXISTING FIRE EXTINGUISHER

EXISTING FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

AED

AUTOMATED EXTERNAL DEFIBRILLATOR (AED)

RECESSED CABINET

DESIGNATION RATING PRIORITY

3 HOUR 1

2 HOUR FIRE PARTITION - 708 2

1 HOUR FIRE PARTITION - 708 3

SMOKE RESISTANT 4

COORDINATE ALL REQUIRED DAMPERS WITH MECHANICAL.

T.D. - 100' - 0"

P.T.D. - 200' - 0"

COMMON PATH OF TRAVEL (C.P.T.)

DIRECTION OF EGRESS

C.P.T. - 50' - 0"

MAIN EGRESS EXIT SECONDARY EGRESS EXIT

SMOKE EVACUATION H HORIZONTAL EGRESS

CLASSROOM

A000A

ROOM NAME AND ROOM NUMBER

ROOM AREA

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

1 HOUR FIRE BARRIER - 707 3

2 HOUR FIRE BARRIER - 707 2

2 HOUR FIRE WALL - 706 2

FIRE SAFETY SYMBOLS

REFERENCED CODE

KNOX KNOX BOX

PROJECT AREA

EGRESS

Door #

EGRESS ROOM

S H

E E

T T

S H

E E

T N

U M

B E

O W

N E

R P

R O

J E

C T

L E

D A

T E

T O

W E

R P

S T

E R

.C O

A L L R

T S

R E

S E

R V

E D

S T

F L

O O

R C

O D

E C

O M

P L

C E

P L A

U N

S P

G P

O R

T H

S C

H O

O L

E L E

M E

N T

A R

Y S

C H

O O

S P

G P

O R

T P

U B

S C

H O

O L S

W E

S T

M A

T R

E E

S P

G P

O R

M I

S P

G P

O R

T P

U B

S C

H O

O L S

A U

G U

S T

D R

A W

N B

X X

1/8" = 1'-0"

FIRST FLOOR CODE COMPLIANCE PLAN - UNIT B

SPRINGPORT ELEMENTARY / HIGH SCHOOL

A B C D

KEY PLAN

SCALE: NO SCALE

EFG

C .P

U N

IT B

U N

IT C

GYMNASIUM

C116

ELEC.

C117

STORAGE

C118

STORAGE

C119

BOARD ROOM

C106

VESTIBULE

C100

VESTIBULE

C124

CORRIDOR

C123

OFFICE

C122

E.C.

C121

T.R.

C120

MEN'S

G100

CLASSROOM

B126

CLASSROOM

B121

CORRIDOR

B470

STORAGE

C185

CORRIDOR

C126

U N

IT B

U N

IT C

FEC

2-HOUR FIRE WALL

-H

O U R F

E W

2-HOUR FIRE WALL

-H

O U R F

E B

A R R

T .D

P .T

D. -

121' - 4"

D. -

250' - 0"

GYMNASIUM 9,402 SF TOTAL SPRINKLED

A4 - S1 - IIB - 38,000 SF ALLOWED

EGRESS

E G

R E

S S

E G

R E

S S

U N

DRESSING

ROOM

G103

COURTYARD

C200

NONSTRUCTURAL DECORATIVE GLUE LAMINATED

ARCHES W/ INTUMESCENT PAINT FINISH TO MEET

CLASS C, ASTM E84 FINISH. REFER TO INTERIORS

FOR COLOR OF FINISH

1. ALL PENETRATIONS THROUGH A FIRE OR SMOKE RATED PARTITION SHOULD BE

SEALED WITH AN APPROVED U.L. RATED PRODUCT.

2. THE TOPS OF ALL FIRE RATED PARTITIONS SHALL BE SEALED TO THE

CONTINUOUS STRUCTURE ABOVE WITH A U.L. RATED SYSTEM OR ASSEMBLY.

3. WOOD BLOCKING IN FIRE-RATED PARTITIONS SHALL BE NON-COMBUSTIBLE

TREATED WOOD.

4. REFER TO SPECIFICATION U.L. RATING INFORMATION.

5. FIRE-RATED WALLS ENDING INTO AN ACOUSTICAL DECK MUST HAVE THE FLUTES

FILLED, REFER TO 'TOP OF WALL DETAIL AT ACOUSTIC DECK' SHOWN ON THIS

SHEET.

• FOR MASONRY WALLS THE MASON SHALL FILL VOIDS AND FIRE SPRAY WITH UL LISTED

MATERIAL.

• FOR STUD WALLS USE FIRE SAFING AND FIRE CAULK.

CODE COMPLIANCE KEY

TRAVEL DISTANCE TO EGRESS DOOR (T.D.)

PERMITTED MAXIMUM TRAVEL DISTANCE PER

CONDITION (P.T.D.)

DIRECTION OF EGRESS

FIRE SAFETY SYMBOLS

FIRE-RATING KEY

XFE

XFEC

FEC

EXISTING FIRE EXTINGUISHER

EXISTING FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

AED

AUTOMATED EXTERNAL DEFIBRILLATOR (AED)

RECESSED CABINET

DESIGNATION RATING PRIORITY

3 HOUR 1

2 HOUR FIRE PARTITION - 708 2

1 HOUR FIRE PARTITION - 708 3

SMOKE RESISTANT 4

COORDINATE ALL REQUIRED DAMPERS WITH MECHANICAL.

T.D. - 100' - 0"

P.T.D. - 200' - 0"

COMMON PATH OF TRAVEL (C.P.T.)

DIRECTION OF EGRESS

C.P.T. - 50' - 0"

MAIN EGRESS EXIT SECONDARY EGRESS EXIT

SMOKE EVACUATION H HORIZONTAL EGRESS

CLASSROOM

A000A

ROOM NAME AND ROOM NUMBER

ROOM AREA

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

1 HOUR FIRE BARRIER - 707 3

2 HOUR FIRE BARRIER - 707 2

2 HOUR FIRE WALL - 706 2

FIRE SAFETY SYMBOLS

REFERENCED CODE

KNOX KNOX BOX

PROJECT AREA

EGRESS

Door #

EGRESS ROOM

S H

E E

T T

S H

E E

T N

U M

B E

O W

N E

R P

R O

J E

C T

L E

D A

T E

T O

W E

R P

S T

E R

.C O

A L L R

T S

R E

S E

R V

E D

S T

F L

O O

R C

O D

E C

O M

P L

C E

P L A

U N

S P

G P

O R

T H

S C

H O

O L

E L E

M E

N T

A R

Y S

C H

O O

S P

G P

O R

T P

U B

S C

H O

O L S

W E

S T

M A

T R

E E

S P

G P

O R

M I

S P

G P

O R

T P

U B

S C

H O

O L S

A U

G U

S T

D R

A W

N B

X X

1/8" = 1'-0"

FIRST FLOOR CODE COMPLIANCE PLAN - UNIT C

SPRINGPORT ELEMENTARY / HIGH SCHOOL

A B C D

KEY PLAN

SCALE: NO SCALE

EFG

T S

C.P.T. - 79' - 10"

C.P.T. - 64' - 6"

MEN'S

G100

CORRIDOR

C126

CAFETORIUM

G111

STAGE

G110

GREEN ROOM

G102

CHOIR

F101

COOLER

F129

FREEZER

F130

VENDING

G112

STORAGE

J108

OFFICE

J107

SCENE SHOP

G114

CUSTODIAL

G113

CLASSROOM

J109CLASSROOM

J110

MECH.

J103

OFFICE

J104

BOYS

J105

GIRLS

J106

T.R.

G104

G105

STORAGE

G106

U N

IT G

U N

IT F

U N

IT J

U N

IT H

U N

SERVING

H444

FEC

XFEC

2-HOUR FIRE WALL

-H

O U R F

E B

A R R

-H

O U R F

E W

2-HOUR FIRE WALL

-H

O U R F

E W

D. -

113' - 0"

D. - 250' -

E G

R E

S S

E G

R E

S S

E G

R E

S S

WOMEN'S

G101

DRESSING

ROOM

G103

U N

1. ALL PENETRATIONS THROUGH A FIRE OR SMOKE RATED PARTITION SHOULD BE

SEALED WITH AN APPROVED U.L. RATED PRODUCT.

2. THE TOPS OF ALL FIRE RATED PARTITIONS SHALL BE SEALED TO THE

CONTINUOUS STRUCTURE ABOVE WITH A U.L. RATED SYSTEM OR ASSEMBLY.

3. WOOD BLOCKING IN FIRE-RATED PARTITIONS SHALL BE NON-COMBUSTIBLE

TREATED WOOD.

4. REFER TO SPECIFICATION U.L. RATING INFORMATION.

5. FIRE-RATED WALLS ENDING INTO AN ACOUSTICAL DECK MUST HAVE THE FLUTES

FILLED, REFER TO 'TOP OF WALL DETAIL AT ACOUSTIC DECK' SHOWN ON THIS

SHEET.

• FOR MASONRY WALLS THE MASON SHALL FILL VOIDS AND FIRE SPRAY WITH UL LISTED

MATERIAL.

• FOR STUD WALLS USE FIRE SAFING AND FIRE CAULK.

CODE COMPLIANCE KEY

TRAVEL DISTANCE TO EGRESS DOOR (T.D.)

PERMITTED MAXIMUM TRAVEL DISTANCE PER

CONDITION (P.T.D.)

DIRECTION OF EGRESS

FIRE SAFETY SYMBOLS

FIRE-RATING KEY

XFE

XFEC

FEC

EXISTING FIRE EXTINGUISHER

EXISTING FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

AED

AUTOMATED EXTERNAL DEFIBRILLATOR (AED)

RECESSED CABINET

DESIGNATION RATING PRIORITY

3 HOUR 1

2 HOUR FIRE PARTITION - 708 2

1 HOUR FIRE PARTITION - 708 3

SMOKE RESISTANT 4

COORDINATE ALL REQUIRED DAMPERS WITH MECHANICAL.

T.D. - 100' - 0"

P.T.D. - 200' - 0"

COMMON PATH OF TRAVEL (C.P.T.)

DIRECTION OF EGRESS

C.P.T. - 50' - 0"

MAIN EGRESS EXIT SECONDARY EGRESS EXIT

SMOKE EVACUATION H HORIZONTAL EGRESS

CLASSROOM

A000A

ROOM NAME AND ROOM NUMBER

ROOM AREA

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

1 HOUR FIRE BARRIER - 707 3

2 HOUR FIRE BARRIER - 707 2

2 HOUR FIRE WALL - 706 2

FIRE SAFETY SYMBOLS

REFERENCED CODE

KNOX KNOX BOX

PROJECT AREA

EGRESS

Door #

EGRESS ROOM

S H

E E

T T

S H

E E

T N

U M

B E

O W

N E

R P

R O

J E

C T

L E

D A

T E

T O

W E

R P

S T

E R

.C O

A L L R

T S

R E

S E

R V

E D

S T

F L

O O

R C

O D

E C

O M

P L

C E

P L A

U N

S P

G P

O R

T H

S C

H O

O L

E L E

M E

N T

A R

Y S

C H

O O

S P

G P

O R

T P

U B

S C

H O

O L S

W E

S T

M A

T R

E E

S P

G P

O R

M I

S P

G P

O R

T P

U B

S C

H O

O L S

A U

G U

S T

D R

A W

N B

X X

1/8" = 1'-0"

FIRST FLOOR CODE COMPLIANCE PLAN - UNIT G

SPRINGPORT ELEMENTARY / HIGH SCHOOL

A B C D

KEY PLAN

SCALE: NO SCALE

EFG

J K

ISSUED FOR DATE

CAFETORIUM 6,866 SF TOTAL SPRINKLED

A2 - S1 - IIB - 38,000 SF ALLOWED

U N

IT J

U N

IT H

HIGH SCHOOL

GYM

H357

MENS TEAM

LOCKER ROOM

H356

WOMENS TEAM

LOCKER ROOM

H324

PASSAGE

H392

STAIR

H279

STAIR

H431

PASSAGE

H281

STORAGE

H355

PE/COACHES

OFFICE

H396

PE/COACHES

OFFICE

H393

STORAGE

C330

KITCHEN

H446

SERVING

H444

LOBBY

H442

LOBBY

H464

VESTIBULE

H462

VESTIBULE

H441

CORRIDOR

H479

XFEC

E G

R E

S S

E G

R E

S S

E G

R E

S S

E G

R E

S S

1. ALL PENETRATIONS THROUGH A FIRE OR SMOKE RATED PARTITION SHOULD BE

SEALED WITH AN APPROVED U.L. RATED PRODUCT.

2. THE TOPS OF ALL FIRE RATED PARTITIONS SHALL BE SEALED TO THE

CONTINUOUS STRUCTURE ABOVE WITH A U.L. RATED SYSTEM OR ASSEMBLY.

3. WOOD BLOCKING IN FIRE-RATED PARTITIONS SHALL BE NON-COMBUSTIBLE

TREATED WOOD.

4. REFER TO SPECIFICATION U.L. RATING INFORMATION.

5. FIRE-RATED WALLS ENDING INTO AN ACOUSTICAL DECK MUST HAVE THE FLUTES

FILLED, REFER TO 'TOP OF WALL DETAIL AT ACOUSTIC DECK' SHOWN ON THIS

SHEET.

• FOR MASONRY WALLS THE MASON SHALL FILL VOIDS AND FIRE SPRAY WITH UL LISTED

MATERIAL.

• FOR STUD WALLS USE FIRE SAFING AND FIRE CAULK.

CODE COMPLIANCE KEY

TRAVEL DISTANCE TO EGRESS DOOR (T.D.)

PERMITTED MAXIMUM TRAVEL DISTANCE PER

CONDITION (P.T.D.)

DIRECTION OF EGRESS

FIRE SAFETY SYMBOLS

FIRE-RATING KEY

XFE

XFEC

FEC

EXISTING FIRE EXTINGUISHER

EXISTING FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

AED

AUTOMATED EXTERNAL DEFIBRILLATOR (AED)

RECESSED CABINET

DESIGNATION RATING PRIORITY

3 HOUR 1

2 HOUR FIRE PARTITION - 708 2

1 HOUR FIRE PARTITION - 708 3

SMOKE RESISTANT 4

COORDINATE ALL REQUIRED DAMPERS WITH MECHANICAL.

T.D. - 100' - 0"

P.T.D. - 200' - 0"

COMMON PATH OF TRAVEL (C.P.T.)

DIRECTION OF EGRESS

C.P.T. - 50' - 0"

MAIN EGRESS EXIT SECONDARY EGRESS EXIT

SMOKE EVACUATION H HORIZONTAL EGRESS

CLASSROOM

A000A

ROOM NAME AND ROOM NUMBER

ROOM AREA

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

1 HOUR FIRE BARRIER - 707 3

2 HOUR FIRE BARRIER - 707 2

2 HOUR FIRE WALL - 706 2

FIRE SAFETY SYMBOLS

REFERENCED CODE

KNOX KNOX BOX

PROJECT AREA

EGRESS

Door #

EGRESS ROOM

S H

E E

T T

S H

E E

T N

U M

B E

O W

N E

R P

R O

J E

C T

L E

D A

T E

T O

W E

R P

S T

E R

.C O

A L L R

T S

R E

S E

R V

E D

S T

F L

O O

R C

O D

E C

O M

P L

C E

P L A

U N

S P

G P

O R

T H

S C

H O

O L

E L E

M E

N T

A R

Y S

C H

O O

S P

G P

O R

T P

U B

S C

H O

O L S

W E

S T

M A

T R

E E

S P

G P

O R

M I

S P

G P

O R

T P

U B

S C

H O

O L S

A U

G U

S T

D R

A W

N B

X X

1/8" = 1'-0"

FIRST FLOOR CODE COMPLIANCE PLAN - UNIT H

SPRINGPORT ELEMENTARY / HIGH SCHOOL

A B C D

KEY PLAN

SCALE: NO SCALE

EFG

W W W W

Control Point (TBA)

996.50996.53

(BUS ONLY)(BUS ONLY) (BUS ONLY) (BUS ONLY) (BUS ONLY)

3" Ornamental Clump

3" Quad Ornamental C

12" Pear

14" Pear

14" Pear(HCP PARK)(HCP PARK) 12" Pear 14" Pear 12" Pear

12" Pear

14" Pear

996.44

12" Maple996.53

997.45

997.20

14" MapleDS

997.24

997.22

997.20 14" Maple

ACAC

U 996.45C

CO 996.12

(STOP)

(SCHOOL ZONE)

GASG

(BUS ONLY)

Y D995.12

12" HDPE

990.95

(ATHLETIC PARK)

(RESERVED PARK)(RESERVED PARK)(RESERVED PARK)(RESERVED PARK)(RESERVED PARK)(RESERVED PARK)(RESERVED PARK)(RESERVED PARK)(RESERVED PARK)(RESERVED PARK)(HCP PARK)

997.48997.47

14" Maple

997.51

DS DS

995.90

995.84CO 995.64

995.83

(SCH XING)

(HCP PARK)(HCP PARK)(HCP PARK)(HCP PARK)

Y D

995.86995.85

DS DS

22" Hickory

12" Cherry

10" Twin Cherry

DSDSDS

(ONE WAY)

(X WALK)GGAS

(X WALK)

Y DWV

WSO

18" Walnut

(SL 35)

Control Point (TBA)

Y D

998.74WV

(DRUG FREE)

(VISITOR PARK)

(VISITOR PARK)(VISITOR PARK)

(SP VILLAGE LIMIT)

(END SCH SPEED)

C P FO

(SL 35)

GASG

(CAUTION BUS) (CAUTION BUS)(CAUTION BUS)

10" Apple 10" Apple 12" Apple

30" Oak

16" Oak12" Oak20" Oak16" Oak 22" Oak18" Oak12" Oak24" Oak18" Oak 30" Twin Oak

8" Oak28" Oak8" Hickory 12" Cherry 24" Oak24" Cherry 12" Hickory14" Twin Cherry12" Cherry14" Cherry

Y D

EVENT PARK)

Y D

(VISITOR PARK)

16" Cherry24" Twin Cherry10" Hickory6" Hickory18" Walnut16" Walnut20" Walnut8" Triple Cherry16" Walnut24" Walnut 8" Hickory

22" Cherry16" Hickory12" Hickory 20" Walnut

12" CMP

993.39

998.41998.45 P

998.55

998.45

(EVENT PARK)

(STOP)

(SL 10)

(NO PARK)

998.48

998.46

CO 996.06

Y D

998.65

(X WALK)

(SL 10)

(X WALK)

991.86

991.74

998.48

998.44

(SCOREBOARD)

22" Twin Pine

16" Twin Pine

18" Twin Pine 20" Pine

30" Pine

26" Pine

996.47

994.35

(NO PARK) (NO PARK) (NO PARK)

(YIELD)

992.34

993.59

994.29

994.26

991.66

991.07

(PU DO)

994.32

FDC

12" Pine

998.69

14" Pine

12" Pine 8" Pine

14" Pine

14" Pine 18" Spruce

998.46998.46 998.53998.53998.54998.55998.50998.49998.51998.50

998.41998.43

997.63

999.53999.55

12" Maple

1017.99

998.47

18" Maple

12" HDPE

989.52

14" Pear 16" Pear(NO PARKING)

(NO PARKING)

18" Spruce

16" Pear12" stump

(SL 35)

12" HDPE

989.70(STOP)

12" HDPE

990.83

(BUS ONLY)

20" Twin Oak14" Cherry 8" Cherry10" Cherry12" Twin Cherry

12" Poplar12" Poplar12" Poplar 18" Poplar18" Poplar

8" Poplar6" Poplar 18" Poplar16" Poplar16" PoplarP

8" Poplar16" Twin Cherry20" Triple Elm 6" Poplar

18" Poplar18" Twin Poplar 10" Poplar

18" Poplar12" Poplar16" Poplar16" Poplar14" Poplar18" Poplar16" Poplar6" Walnut

8" Triple Poplar

X X

XXX

X X

XXX

X X

X X X X X X

XXX

X X

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

994.20

993.78

SS SS SS

SD SD SD SD

SD SD SD

996.16

994.77

996.92

994.96

12" CMP

992.48

Control Point (TBA)

997.19

(PU DO)

WVH

Y D

997.85

997.16

997.13 997.16

(PU DO)

993.75

997.18

(HCP)(HCP)

997.21

996.64

996.65 996.57

997.13

CO996.08

DS DS

997.49 Leach Basin

24" HDPE E, W - 984.23

24" HDPE N - 984.23

Leach Basin

24" HDPE E, W - 983.86

24" HDPE S - 987.84

12" HDPE N - 988.39

12" HDPE S, NW - 990.52

12" HDPE SE, N - 990.91

994.12

994.07

994.56

995.20

214912" HDPE NW, NNE - 988.66

12" S, NNW - 990.99

12" HDPE SSE - 991.35

Leach Basin

12" HDPE SSW, NW - 988.78

Leach Basin

12" HDPE SE - 989.38

Leach Basin

12" HDPE S - 989.74

Leach Basin

15" HDPE S - 989.40

12" HDPE N - 989.40

Leach Basin

15" HDPE E - 988.69

12" HDPE S - 988.69

15" HDPE N - 988.91

12" HDPE N - 990.91

15" HDPE E, W - 987.40

12" HDPE N - 987.40

Leach Basin

12" HDPE S, N - 988.29

Leach Basin

12" HDPE S - 988.80

990.23

24" HDPE S - 986.43

15" HDPE N - 986.43

15" HDPE W - 987.03

15" HDPE S, N - 987.02991.17

992.11

15" HDPE S - 987.63

12" HDPE N - 987.63

993.96

12" HDPE S - 987.79

12" HDPE W - 988.01

12" HDPE NE - 989.98

994.36

12" HDPE SW, NE - 991.06

12" HDPE E - 988.84

6" & 4" PVC NW - 989.35

6" PVC SE - 992.36

4" PVC W - 991.66

996.18

996.06

6" PVC SW - 992.68

6" PVC SE - 992.78

8" CLAY NE - 986.47

8" CLAY S, W - 986.57

4" PVC E - 989.74

6" PVC NW - 995.10

4" PVC S - 995.27

4" PVC S - 994.42

4" PVC N - 994.64

8" CLAY N - 987.60

8" CLAY SSE - 987.66

6" PVC E DROP:

LOWER - 988.04

UPPER - 992.62

996.21

8" HDPE W - 993.01

4" PVC E - 993.31

6" PVC SW - 993.91

6" PVC NE, W, S - 993.52

996.12

8" CLAY E - 985.58

8" CLAY SW - 985.71

SS SS SS SS SSS

995.45

Leach Basin

12" HDPE NE - 992.60

8" PVC SW - 992.60

995.05

Leach Basin

8" HDPE E - 989.56

12" HDPE SW - 991.06

992.73

Leach Basin

12" HDPE NE, NW - 989.43

8" HDPE W - 989.43

991.90

12" HDPE SE - 989.85

Press Box Bleachers ramp ra mp ramp

Bleachers basketball hoop basketball hoop

Control Point (TBA)

G(SL 25)

14" Pine

22" Boxelder

12" Pine

26" Pine 26" Pine26" Pine

CP16" Cherry 12" Apple 18" Cherry

20" Twin Walnut (MULBERRY)" 24(MULBERRY)" 16(MULBERRY)" 20 8" Maple10" Cottonwood10" Hickory 24" Walnut

12" Twin Cherry14" Cherry10" Boxelder20" Boxelder 16" Boxelder20" Boxelder

10" Walnut 14" Boxelder10" Boxelder

14" Boxelder18" Boxelder20" Boxelder12" Quad Boxelder20" Boxelder12" Boxelder 14" Boxelder

16" Elm 24" Walnut

WSO

WVH

Y D

(EVENT PARK)

NO UNAUTH VEH

STOP

48" stump

10" Twin Cherry

995.80 P

995.90

DSDSDSDSDS

AC995.82

DS DS DS DS

995.74

994.74

(YIELD)

(SL15)

DSDS

995.75

DSDS

995.81

992.93

994.02

Y D

996.58

995.81995.79

(DUST VACUUM

989.76

989.77

989.66

990.15 990.18990.13990.11990.10990.14

DSDSGM

FDC997.16

DS X

997.23 997.20

CO 997.08

(FIRE LANE)

989.79

990.14

990.12990.10990.12990.13 W

988.93

987.62

997.16997.15 997.16997.15

DSDSDSDSDSDS

995.17995.26995.41

DS DS DS DS DS

996.02

991.75

8" Cherry

30" Cottonwood

18" Walnut

16" Walnut 12" Walnut12" Walnut

15" RCP

987.63

12" HDPE

992.39

999.79

986.19

987.76

12" HDPE

988.59

12" Cherry 14" Pine

X X

XXXXXXXXX

X X X

X X

X X X X X X X

X X

X X X X X X X X X X X X

XXXXXXXXX

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

O E

Control Point (TBA)

995.23

996.14 DS

996.11

995.89 8030S

996.00

996.10

996.13 996.12

24" HDPE

986.36

992.26 992.21992.25

992.24 992.2322" Cottonwood24" Cottonwood

998.42

998.41 998.44998.43

998.44

18" Pine

998.40998.41

998.40998.39

998.48

998.40998.41998.40X

(SCHOOL SL25)

20" Cherry24" Oak16" BoxelderP

20" Twin Oak

998.49998.47 998.48

8" Apple 998.46998.46

998.44

14" Cedar

16" Cedar

12" Pine

20" Pine

18" Pine

36" Oak

18" Oak 14" Elm

8" Oak 18" Oak18" Twin Oak

20" Oak14" Oak18" Twin Oak16" Triple Oak22" Cherry 24" Twin Oak

X X

X X X

X X

OE OE generator standpipe

OE OE OE OE

trench drain scoreboard gate gate gate gate gate ga tega te ga te gate gate gate gate gate gate gate gate gate gat e gate scoreboard gate gate sign gate batting cage

North 14 Corner Section 19

T01S, R03W

W W W WW W W W W W

S89° 59' 55"W 1108.80'

S89° 59' 55"W 736.70'

N89° 49' 58"W 732.50'

S00° 38' 05"E 1185.22'

N89° 59' 55"E 1469.32'

N00° 38' 31"W 1183.07'

N89° 59' 55"E 1100.25'

N00° 13' 40"W 1183.01'

Sanitary Easement L 834, Pg 599

Sanitary Easement L 834, Pg 611

Springport Telephone Company Easement

1002 10

10051000999

6 99

0 98

994 995

5 995

995996

997 996

995995

991 99

990 99

7 996 99 6 99 7 997

994 99

996 997

100099

997 996 995 994 993 992 992 993

992 991 990 988 990 991 990

994 995

996995 994 993

995 994

992 993

997995

994995996

995994

991 992

992 993

994993

989990991992

996995

995996

0 98

1 9

993 993

C101 C102 C103 C104

BM 1

Springport Middle School

Springport High School and

Elementary School

BM 2

BM 3

BM 4

BM 5

W W

994.27 6076S

992.75

SS SS

996.08

S996.74

SD SD

W W W W W W W W W W W W

OE OE

water vault pump house

992.50

994.04

12" HDPE E, W - 991.64

NO VISIBLE INVERTS

SDST993.38

12" RCP E - 989.33

S 993.39

8" CLAY S - 984.35

8" CLAY W, SSW - 984.41

8" CLAY EAST - 984.60 12" RCP E - 990.54 12" RCP N, W - 990.50

12" RCP S, E, W - 990.50

994.04

993.50

993.34

12" HDPE SE, NW - 988.84991.74

WET WELL

8" CLAY N - 983.40

FORCE MAIN

PUMP HOUSE

(LOCKED)

8" HDPE S - 990.21

12" HDPE SE - 990.31

12" HDPE SW - 990.46

8" HDPE NE - 990.46

992.16

12" HDPE SW, NE - 988.84992.34

993.80

8" CLAY NNE - 985.02

8" CLAY SW - 985.12

12" HDPE SW, NE, W - 988.86993.86

12" HDPE E - 990.67

6" HDPE SW - 990.77

8" HDPE N - 990.87

994.17

8" CLAY NE - 985.50

8" CLAY SW - 985.60

8" CLAY W - 985.95

994.20

8" CLAY NE - 985.78

8" CLAY W - 985.88

8" PVC E - 986.62

Bolted shut

993.52

SS SS

993.14

LEACH BASIN

993.14

12" HDPE SW, N - 989.44

12" HDPE E - 989.88991.38

12" HDPE S, W - 987.80

12" HDPE NE - 988.90

12" HDPE N, SE, W - 987.95

992.70

991.15

991.23

12" HDPE NW, NE - 988.23

12" HDPE E, W - 987.9312" HDPE E - 988.02

12" HDPE NW - 989.07994.22

12" HDPE SE, N - 991.83

8" HDPE NW - 992.58995.98

12" HDPE S - 992.24

8" HDPE NW - 992.64995.74

994.97

8" PVC E - 986.38

8" PVC NW - 986.48

8" PVC SE - 986.91

8" PVC W - 987.01

8" PVC N - 988.55

996.03

8" PVC S - 989.78

8" PVC N - 989.88

6" CLAY W - 990.16

LEACH BASIN

8" CLAY E - 988.31

8" CLAY NW - 988.41

4" PVC S - 992.44

8" CLAY SE - 988.54

8" CLAY W - 988.64

996.40

SEPTIC TANK

6" PVC N - 990.14

6" PVC S - 990.24

8" CLAY NE - 989.50

8" CLAY W - 989.60

6" PVC S - 989.63

994.63

8" PVC E - 990.57

8" PVC W - 990.65

994.93

8" CLAY E - 992.34

6" CLAY W, N - 992.50

997.80

6" CLAY S - 993.48

6" CLAY W - 993.56

997.57

997.93

12" RCP NW, E, S - 991.46

12" RCP N, E - 992.37

997.92

SD SD

6" HDPE E - 995.63 FILLED WITH SILT998.03

998.81

8" CLAY E - 987.85

8" CLAY SW - 987.94

4" STEEL SW - 992.60

8' DIA BRICK STRUCTURE

996.60

OUTLET CONTROL

FILLED WITH DEBRIS

water vault raised planter

Found Iron Cap #28414

Found rebar

Found Iron Cap #28414

Set Iron Cap #45494

Set Mag Nail in walk

12" HDPE E - 987.80

6" HDPE N, NW - 989.05

W W

996.45

S996.64

GENERAL NOTES:

1. Coordinates are Michigan State Plane South based on MDOT CORS. Elevations are NAVD88 (Geoid 18) based on MDOT CORS.

2. Description per Sun Title Property Report File Number 312182, Effective Date: September 10, 2025 at 8:00 AM

Land situated in the County of Jackson, Township of Springport, State of MI and is described as follows:

Parcel 1:

Begin on the North line of Section 19, Town 1 South, Range 3 West, at a point 1918.53 feet South 89 degrees 30 minutes West of the Northeast corner of Section 19; thence South 89 degrees 30 minutes West, 737.60 feet on the North line of Section 19, to the North 1/4 corner of Section 19; thence North 89 degrees 31 minutes West 732.5 feet on the North line of Section 19; thence South 01 degree 08 minutes East

1195.64 feet; thence North 89 degrees 30 minutes East 1470.0 feet; thence North 01 degree 08 minutes West 1183.05 feet to the Point of Beginning.

38-000-01-191-126-001-01 and 38-000-01-19-201-003-00

Land situated in the County of Jackson, Township of Springport, State of MI and is described as follows:

Parcel 2:

Commencing at the Northeast corner of Section 19, Town 1 South, Range 3 West; thence South 89 degrees 30 minutes West 809.73 feet along the centerline of Landon Road to a point which is the Place of Beginning of this description; thence South 89 degrees 30 minutes West 1108 .80 feet along the centerline of Landon Road; thence South 1 degree 08 minutes East 1183.05 feet; thence North 89 degrees 30 minutes East 1100.40 feet parallel with the centerline of Landon Road; and thence North 0 degrees 45 minutes West 1183 .05 feet to the Place of Beginning of this description.

EXCEPT Commencing 809.73 feet West of the Northeast corner or Section 19, Town 1 South, Range 3 West, which point is the Northeast corner of ground deeded by Edison Haas to Springport Rural Agricultural School of Springport, Michigan, thence West 490 feet which is the Point of Beginning of this description, thence West 150 feet; thence South 350 feet; thence East 150 feet; thence North 350 feet to the Place or Beginning.

38-015-01-19-201-001-00

Land situated in the County of Jackson, Township of Springport, State of MI and is described as follows:

Commencing 809.73 feet West of the Northeast corner or Section 19, Town 1 South, Range 3 West, which point is the Northeast corner of ground deeded by Edison Haas to Springport Rural Agricultural School of Springport, Michigan, thence West 490 feet which is the Point of Beginning of this description, thence West 150 feet; thence South 350 feet; thence East 150 feet; thence North 350 feet to the Place or Beginning

38-015-01-19-201-002-00

3. Easements per Sun Title Property Report File Number 312182, Effective Date: September 10, 2025 at 8:00 AM

f. Right of way in favor of Consumers Power Company (now known as Consumers Energy), as recorded in Liber 702, Page 38, as to Parcel 2. (Affects the subject property, but unable to determine the route of the easement due to the vagueness of the description.)

g. Right of way in favor of County Drain Commissioner, as recorded in Liber 834, Page 599, as to Parcel 2. (Affects the subject property and shown hereon.)

h. Right of way in favor of County Drain Commissioner, as recorded in Liber 834, Page 611, as assigned to Village of Springport by Assignment of Easement recorded in Liber 2267, Page 46, as to Parcel 2. (Affects the subject property and shown hereon.)

i. Right of way in favor of Springport Telephone Company, as recorded in Liber 885, Page 587, as to Parcel 1. (Affects the subject property and shown hereon.)

4. BENCHMARKS:

Benchmark 1 ELEVATION: 998.74 (NAVD88) Upper northwest flange bolt of hydrant under the "E" in "EJIW", located on the south side of Main Street, ±250' northeast of the Middle School building main entrance.

Benchmark 2 ELEVATION: 998.65 (NAVD88) Upper southwest flange bolt of hydrant above the "W" in "WATEROUS", located ±60' northeast of the southeast Middle School building corner.

Benchmark 3 ELEVATION: 995.12 (NAVD88) Upper southwest flange bolt of hydrant above the "W" in "WATEROUS", located on the south side of Main Street, ±180' north of the Elementary School building main entrance.

Benchmark 4 ELEVATION: 997.85 (NAVD88) Upper southeast flange bolt of hydrant under the "1" in "1998", located ±60' north of the southwest High School gymnasium building corner.

Benchmark 5 ELEVATION: 996.58 (NAVD88) Upper southwest flange bolt of hydrant above the "W" in "WATEROUS", located on the south side of the High School building, ±60' southwest of the shop doors.

Symbol Legend Symbol Denotes

AC UNIT

BENCH

BENCHMARK

BOLLARD

CABLE RISER

CONIFEROUS TREE

DECIDUOUS TREE

DOWN SPOUT

ELECTRIC METER

FIRE DEPT CONNECTION

FLAG POLE

GAS METER

GAS VALVE

GUY ANCHOR

HANDHOLE

HYDRANT

LIGHT POLE

CONC LIGHT POLE BASE ONLY

MAILBOX

PHONE RISER

PICNIC TABLE

POWER POLE

REFERENCE POINT

ROCK

SANITARY CLEANOUT

SANITARY MH

SECTION CORNER

SHRUB

SIGN

STORM CB ROUND

STORM CB SQUARE

STORM FES

STORM MH

STUMP

UNKNOWN…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 11, 2026.