PORTAGE PUBLIC SCHOOLS - NORTHERN CAMPUS STORAGE BUILDINGS DRAWINGS 2021 05-21 (1).pdf

DESIGN TEAM

ARCHITECT/ENGINEER

REFERENCED CODES

SITE ADDRESS

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XPORTAGE - NORTHERN HIGH SCHOOL -

STORAGE BARNS

PORTAGE PUBLIC SCHOOLS

Portage, Michigan

CONSTRUCTION DOCUMENTS

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DRAWING INDEX

CIVIL CONSULTANT

5725 VENTURE PARK DRIVE, SUITE A

KALAMAZOO, MI 49009

PHONE: 269.250.5991

PORTAGE PUBLIC SCHOOLS

1000 IDAHO AVE

PORTAGE, MI 49024

GENERAL

G 001 COVER SHEET

GA 101 FIRST FLOOR CODE COMPLIANCE PLAN BARN A, TYPICAL SYMBOLS AND

GENERAL NOTES

GB 101 FIRST FLOOR CODE COMPLIANCE PLAN BARN B

CIVIL - STORAGE BARN A

CA 100 SITE PLAN

CIVIL - STORAGE BARN B

CB 100 SITE PLAN

ARCHITECTURAL - STORAGE BARN A

AA 100 FOUNDATION AND FRAMING PLAN

AA 101 FIRST FLOOR PLAN, ROOF FRAMING PLAN AND DOOR SCHEDULE

AA 301 EXTERIOR ELEVATIONS, BUILDING SECTIONS, 3D VIEW AND WALL

SECTIONS

ARCHITECTURAL - STORAGE BARN B

AB 100 FOUNDATION AND FRAMING PLAN

AB 101 FIRST FLOOR PLAN, ROOF FRAMING PLAN AND DOOR SCHEDULE

AB 301 EXTERIOR ELEVATIONS, BUILDING SECTIONS, AND 3D VIEW

ELECTRICAL

EA 101 STORAGE BARN A ELECTRICAL PLAN

EB 101 STORAGE BARN A ELECTRICAL PLAN

242 E. KALAMAZOO AVE, SUITE 100

KALAMAZOO, MICHIGAN 49007

PHONE: 269.343.6133

FAX: 269.343.6633

BUILDING: 2015 MICHIGAN BUILDING CODE AND 2012 NFPA 101 LIFE SAFETY CODE

ENERGY: 2015 MICHIGAN ENERGY CODE

PLUMBING: 2015 MICHIGAN PLUMBING CODE

MECHANICAL: 2015 MICHIGAN MECHANICAL CODE

FUEL GAS: (IFGC) 2015 INTERNATIONAL FUEL GAS CODE

ELECTRICAL: 2017 NATIONAL ELECTRICAL CODE WITH MICHIGAN AMENDMENTS

BARRIER-FREE: 2015 MICHIGAN BUILDING CODE AND 2009 ICC & C A117.1

USE GROUP: S-1

CONSTRUCTION TYPE: TYPE VB

AUTOMATIC SPRINKLERS: NON SPRINKLED

PROJECT AREA

STORAGE BARN A 2,048 SQ. FT.

4 EAST FULTON STREET, SUITE 200

GRAND RAPIDS, MICHIGAN 49503

PHONE: 616.456.9944

FAX: 616.456.5936

STORAGE BARN B 1,280 SQ. FT.

ISSUED FOR DATE

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

EGRESS SYMBOLS

EGRESS EXIT NUMBER FROM ROOM OR SPACE

MAXIMUM NUMBER OF OCCUPANTS PERMITTED

BY EGRESS WIDTH

ROOM OR SPACE EGRESS IS FROM

TRAVEL DISTANCE : 100'-0"

PERMITTED TRAVEL DISTANCE - 200'-0"

EXISTING TRAVEL DISTANCE

TO EGRESS DOOR

PERMITTED MAXIMUM TRAVEL

DISTANCE PER CONDITION

DIRECTION OF EGRESS

FIRE SAFETY SYMBOLS

XFE

XFEC

FE

FEC

EXISTING FIRE EXTINGUISHER

EXISTING FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FIRE-RATING KEY

DESIGNATION PARTITION RATING PRIORITY

3 HOUR 1

2 HOUR FIRE/SMOKE

2 HOUR

1 HOUR FIRE/SMOKE

1HOUR

SMOKE RESISTANT

EGRESS

Door #

EGRESS ROOM

GENERAL NOTES - ARCHITECTURAL

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

NOTED OR DETAILED OTHERWISE. PROVIDE SQUARE OUTSIDE CORNERS AT ALL

LOCATIONS FINISHED WITH WALL TILE, REFER TO FINISH PLANS (A600 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. STUD WALL SUPPORTING WALL CABINETS SHALL BE A MINIMUM OF 20 GAGE.

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

OTHERWISE.

12. FIRESTOP ALL INTERCONNECTIONS BETWEEN VERTICAL AND HORIZONTAL SPACES AND

CONCEALED WALL SPACES AT CEILING, FLOOR AND ROOF LEVELS.

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

FIRE AND/OR SMOKE RATED ASSEMBLIES.

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

FLOOR PLANS.

15. PAINT ALL ELECTRICAL PANEL COVERS AND ACCESS PANELS TO MATCH ADJACENT

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

16. PROVIDE WOOD BLOCKING IN WALLS THAT REQUIRE WALL MOUNTED EQUIPMENT OR

ACCESSORIES. COORDINATE WITH EQUIPMENT OR ACCESSORY MANUFACTURER.

17. 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.

18. ALL EXISTING ROOF TOP PENETRATIONS BEING REMOVED REQUIRE ROOF PATCHING

TO MATCH EXISTING ADJACENT.

A101A

TYPICAL SYMBOLS & REFERENCES

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.

ROOM IDENTIFICATION TAG

ROOM NAME

ROOM NUMBER

DETAIL TITLE

1 DETAIL TITLE

1" = 0'-1"A101

DETAIL NUMBER

SHEET NUMBER

UNIT MATCHLINES

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TYPICAL NOTATION SYMBOLS

CALLOUT REFERENCE BUBBLE

A351

DETAIL NUMBER

SHEET NUMBER

EXTERIOR ELEVATION REFERENCE BUBBLE

A301

A

ELEVATION LETTER

SHEET NUMBER

INTERIOR ELEVATION REFERENCE BUBBLE

4 A 652

ELEVATION NUMBER

SHEET NUMBER

DETAIL REFERENCE BUBBLE

A351

DETAIL NUMBER

SHEET NUMBER

BUILDING SECTION REFERENCE BUBBLE

A 311

DETAIL NUMBER

SHEET NUMBER

ELEVATION AND SECTION REFERENCE TOOLS

ELEVATION TAG - EXISTING

FINISH FLOOR

ELEVATION 100'-0"

ELEVATION TAG FOR EXTERIOR ELEVATIONS

AND BUILDING SECTIONS

100'-0" ELEVATION TAG FOR FLOOR PLANS AND

REFLECTED CEILING PLANS

ELEVATION TAG - NEW

FINISH FLOOR

ELEVATION 100'-0"

100'-0"

ELEVATION TAG FOR EXTERIOR ELEVATIONS

AND BUILDING SECTIONS

ELEVATION TAG FOR FLOOR PLANS AND

REFLECTED CEILING PLANS

WORKING POINT LAYOUT TAG

100'-0" : 100'-0"

DISTANCE IN THE "Y" DIRECTION FROM THE

"X" BASE LINE

DISTANCE IN THE "X" DIRECTION FROM THE

"Y" BASE LINE

BORROWED LIGHT AND DOOR IDENTIFICATION

A 502

SHEET NUMBER

ELEVATION NUMBER

DOOR NUMBER - CORRESPONDS TO THE ROOM NUMBER

LETTER DESIGNATES MORE THAN ONE IN ROOM

SYMBOLS

BARRIER-FREE

B1 REVISION IDENTIFIER (ADDENDUM AND BULLETIN)

COLUMN BUBBLE AND LINE

CLASSROOM

A000A

GENERAL DEMOLITION NOTES

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.

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Michigan Building Code – 2015 Edition

Section 311.2: The storage room to be classified as Moderate-hazard Storage Group

S-1. (Must comply with the maximum allowable quantities of hazardous materials listed in Table 307.1 (1).

Table 504.3: Allowable Height: Occupancy S-1, Type V-S: 40 feet

Table 504.4: Allowable Stories: Occupancy S-1, Type V-S: 1 Story

Section 506.2: Allowable Area: Occupancy S-1, Type V-NS: 9,000 sf

Section 506.3: A frontage increase is not required. The building area complies with the allowable area in Table 506.2.

Section 602.2: Table 601 – Construction Type V-B (Non-sprinklered – Single Story)

Construction in which structural elements, and exterior walls, and interior walls are of any materials permitted by this code.

Table 1004.1.2: Occupant Load Factors

Storage Areas: 300 gross

Calculated Occupancies

Storage (2,048 gross sq. ft.) – 7 Occupants

Section 1005.3: Egress Capacity Factors

1005.3.2 All others = 0.2 inches per Occupant

Table 1006.2.1: Maximum Common Path of Travel shall not exceed: Storage: 100 ft without sprinkler system and occupant load is less than 30 occupants

Section 1007.1.1 Where two exits, exit access doorways, exit access stairways or ramps, or any combination thereof, are required from any portion of the exit access, they shall be placed a distance apart equal to not less than one-half of the length of the maximum overall diagonal dimension of the building or area to be served measured in a straight line between them.

Table 1017.2 Exit Access Travel Distance shall not exceed:

Storage: 200 feet

1/8" = 1'-0"

FIRST FLOOR CODE COMPLIANCE PLAN

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

EGRESS SYMBOLS

EGRESS EXIT NUMBER FROM ROOM OR SPACE

MAXIMUM NUMBER OF OCCUPANTS PERMITTED

BY EGRESS WIDTH

ROOM OR SPACE EGRESS IS FROM

TRAVEL DISTANCE : 100'-0"

PERMITTED TRAVEL DISTANCE - 200'-0"

EXISTING TRAVEL DISTANCE

TO EGRESS DOOR

PERMITTED MAXIMUM TRAVEL

DISTANCE PER CONDITION

DIRECTION OF EGRESS

FIRE SAFETY SYMBOLS

XFE

XFEC

FE

FEC

EXISTING FIRE EXTINGUISHER

EXISTING FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FIRE-RATING KEY

DESIGNATION PARTITION RATING PRIORITY

3 HOUR 1

2 HOUR FIRE/SMOKE

2 HOUR

1 HOUR FIRE/SMOKE

1HOUR

SMOKE RESISTANT

EGRESS

Door #

EGRESS ROOM

F G H I

STORAGE

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AB 301

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Michigan Building Code – 2015 Edition

Section 311.2: The storage room to be classified as Moderate-hazard Storage Group

S-1. (Must comply with the maximum allowable quantities of hazardous materials listed in Table 307.1 (1).

Table 504.3: Allowable Height: Occupancy S-1, Type V-S: 40 feet

Table 504.4: Allowable Stories: Occupancy S-1, Type V-S: 1 Story

Section 506.2: Allowable Area: Occupancy S-1, Type V-NS: 9,000 sf

Section 506.3: A frontage increase is not required. The building area complies with the allowable area in Table 506.2.

Section 602.2: Table 601 – Construction Type V-B (Non-sprinklered – Single Story)

Construction in which structural elements, and exterior walls, and interior walls are of any materials permitted by this code.

Table 1004.1.2: Occupant Load Factors

Storage Areas: 300 gross

Calculated Occupancies

Storage (1,280 gross sq. ft.) – 5 Occupants

Section 1005.3: Egress Capacity Factors

1005.3.2 All others = 0.2 inches per Occupant

Table 1006.2.1: Maximum Common Path of Travel shall not exceed: Storage: 100 ft without sprinkler system and occupant load is less than 30 occupants

Section 1007.1.1 Where two exits, exit access doorways, exit access stairways or ramps, or any combination thereof, are required from any portion of the exit access, they shall be placed a distance apart equal to not less than one-half of the length of the maximum overall diagonal dimension of the building or area to be served measured in a straight line between them.

Table 1017.2 Exit Access Travel Distance shall not exceed:

Storage: 200 feet

1/8" = 1'-0"

FIRST FLOOR CODE COMPLIANCE PLAN

20' WATERMAIN EASEMENT

CITY OF PORTAGE

DOC # 2019-025061

STM

WV

WV

WV

C B

4.0' BLOCK STM CBS

RIM = 889.08

INV. 18" E RCP = 884.06

INV. 12" W RCP = 885.03

INV. 24" N SLCPP = 884.03

INV. 6" S CLAY = 885.08

WATER = 884.03

SEDIMENT = 882.08

STM

CB

893.09

893.09

893.09

3.

893.05

893.05

893.05

893.05

893.05

892.95

892.10 M

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892.39 M

.E.

892.63 M

.E.

892.92 M

.E.

893.09 M

.E.

893.05

8" HDPE SW I.E. 888.78

6" HDPE SE I.E. 8887.78

LB-2

4' DIA. - EJ 1020 O2 BEEHIVE

RIM: 892.00

8" HDPE SW I.E. 888.26

LB-4

4' DIA. - EJ 1020 SOLID

RIM: 892.27

8" HDPE NE I.E. 889.05

6" HDPE S I.E. -2.02

LB-1

2' DIA. - EJ 1020 O2 BEEHIVE

RIM: 891.60

8" HDPE NE I.E. 888.57

CO-3

2' DIA. - CLEANOUT

RIM: 893.02

893.05

893.05

892.95

6" PVC NE I.E. 889.05

BTM: 884.90

6" PVC SE I.E. 888.78

BTM: 884.78

6" PVC NE I.E. 888.26

BTM: 884.27

893.06 M

.E.

892.79 M

.E.

" N

.5

0%

" N

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0%

12" STM.

6" S

TM

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1. DIMENSIONS TAKE PRECEDENCE OVER SCALE. CONTRACTOR

TO VERIFY ALL DIMENSIONS IN FIELD.

2. IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS BECOME

APPARENT, THESE SHALL BE BROUGHT TO THE ATTENTION

OF THE ARCHITECT/ ENGINEER PRIOR TO CONSTRUCTION OF

ANYTHING AFFECTED SO THAT CLARIFICATION OR REDESIGN

MAY OCCUR.

1. PROPERTY INFORMATION:

PARCEL #s: 00017-095-O

SITE AREA: 2,875,000 SF (66 AC)

OWNER: PORTAGE PUBLIC SCHOOLS

8107 MUSTANG DR

PORTAGE, MI 49002

2. ZONING:

R-1B RESIDENTIAL

ABUTTING PROPERTY CURRENTLY ZONED:

NORTH: R-1B RESIDENTIAL

SOUTH: PD RESIDENTIAL

EAST: R-1B RESIDENTIAL

WEST: PD RESIDENTIAL/RM-1 RESIDENTIAL

3. SETBACKS

FRONT = 0'

SIDES = 0' (25' IF ABUTS R DISTRICT)

REAR = 0' (25' IF ABUTS R DISTRICT)

4. PARKING: NOT APPLICABLE

5. STORM WATER RETENTION REQUIRED

TOTAL IMPERVIOUS AREA: 3,278 SQFT

REQUIRED STORM WATER VOLUMES

BASED ON 3" OVER IMPERVIOUS AREA:

REQUIRED STORAGE VOLUME: 820 CFT

PROVIDED VOLUME: 833 CFT

SITE DATA

GENERAL NOTES

A. 6" CONCRETE PAVEMENT (SEE DETAIL THIS SHEET)

B. CONNECT ELECTRIC SERVICE AND METER, COORDINATE WITH UTILITY PROVIDER

C. 10' OVERHEAD DOOR

D. MAN DOOR

SITE PLAN NOTES

1. ALL WORK SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL LAWS, RULES AND REGULATIONS

IN FORCE AT TIME OF CONSTRUCTION.

2. ALL WORK SHALL CONFORM TO THE MICHIGAN HANDICAPPED ACCESSIBILITY CODE AND THE

AMERICANS WITH DISABILITIES ACT.

3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, PERMIT

COSTS, TAP FEES, METER DEPOSITS, PERMANENT UTILITY APPLICATIONS, BONDS, AND OTHER

FEES REQUIRED FOR PROPOSED WORK.

4. CONTACT "MISS DIG" AT 1-800-482-7171 FOR LOCATION OF UNDERGROUND UTILITIES A MINIMUM

OF 48 HOURS BEFORE COMMENCING EXCAVATION WORK. THIS DOES NOT RELIEVE THE

CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO ARE NOT PART OF

THE "MISS DIG" ALERT SYSTEM. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN A

MANNER AS TO ENSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE

DISTURBED.

5. MANHOLE AND CATCH BASIN STRUCTURES SHALL BE PRECAST AND HAVE A MAXIMUM OF 2

ADJUSTING RINGS FOR FINISH GRADE ADJUSTMENT.

6. DEMOLISH & REMOVE ALL EXISTING SITE FEATURES AS REQUIRED.

1. SOILS EXPOSED IN THE BASE OF ALL SATISFACTORY FOUNDATION EXCAVATIONS SHOULD BE

PROTECTED AGAINST ANY DETRIMENTAL CHANGES IN CONDITION SUCH AS FROM DISTURBANCE,

RAIN AND FREEZING. SURFACE RUN-OFF WATER SHOULD BE DRAINED AWAY FROM THE

EXCAVATION AND NOT ALLOWED TO POND. IF POSSIBLE, ALL FOOTING CONCRETE SHOULD BE

POURED THE SAME DAY THE EXCAVATION IS MADE. IF THIS IS NOT PRACTICAL, THE FOOTING

EXCAVATIONS SHOULD BE ADEQUATELY PROTECTED.

2. REMOVE ALL SUBGRADE GRADE MATERIAL THAT MAY BE SOFTENED BY RAINS, FREEZING, OR

CONSTRUCTION TRAFFIC, ETC. AND REPLACE WITH COMPACTED GRANULAR FILL.

3. THE CONTRACTOR SHALL INSTALL A PEDESTRIAN FENCE AROUND ALL EXCAVATIONS TO BE LEFT

OPEN OVERNIGHT AS REQUIRED.

4. EXTERIOR CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4000 PSI AND SHALL HAVE

LIMESTONE AGGREGATE AND SHALL HAVE 4 - 6 % AIR ENTRAINMENT WITH A BROOM FINISH.

5. EXPANSION JOINTS IN CONCRETE PAVEMENT AND WALLS SHALL BE 1/2" ASPHALT IMPREGNATED FULL DEPTH 40' O.C. MAXIMUM & AT SIDEWALK INTERSECTIONS. CRACK CONTROL SCORING AT

SIDEWALK WIDTH DIMENSION AND @ 10'-0" O.C. IN DRIVES.

SITE MATERIALS & CONSTRUCTION NOTES:

GENERAL CONSTRUCTION NOTES

LIMITS OF CONSTRUCTION

LEGEND

SAWCUT

1. ALL WORK SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL LAWS, RULES AND REGULATIONS IN

FORCE AT TIME OF CONSTRUCTION.

2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, PERMIT COSTS, TAP FEES, METER DEPOSITS, PERMANENT UTILITY APPLICATIONS, BONDS, AND OTHER FEES

REQUIRED FOR PROPOSED WORK. THIS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO THOSE

REQUIRED BY THE CITY OF PORTAGE

3. CONTACT "811" AT 1-800-482-7171 FOR LOCATION OF UNDERGROUND UTILITIES A MINIMUM OF 48

HOURS BEFORE COMMENCING EXCAVATION WORK. THIS DOES NOT RELIEVE THE CONTRACTOR OF

THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO ARE NOT PART OF THE "811" ALERT SYSTEM. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN A MANNER AS TO ENSURE THAT

THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED.

4. DEMOLISH & REMOVE ALL EXISTING SITE FEATURES AS REQUIRED.

5. MATCH EXISTING GRADES AROUND PERIMETER WITH SLOPES AS SHOWN.

6. ALL SPOT ELEVATIONS ARE TOP OF PAVEMENT GRADES AT EDGE OF METAL (EOM) UNLESS

OTHERWISE NOTED.

7. ALL SOIL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO MASS GRADING.

8. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS AND

GEOTECHNICAL REPORT.

9. ALL EXISTING ELEVATIONS ARE TO BE VERIFIED AND ACCEPTED AS SHOWN PRIOR TO

COMMENCEMENT OF WORK.

10. CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID TRACKING SOIL ONTO ADJACENT ROADWAYS.

CONTRACTOR SHALL SWEEP IMMEDIATELY IF OCCURS.

11. ANY DISTURBED AREA WHICH WILL BE LEFT UNWORKED 15 DAYS OR LONGER MUST BE SEEDED TO

ESTABLISH VEGETATION FOR TEMPORARY STABILIZATION. BASINS TO BE SEEDED AND MULCH

BLANKETS APPLIED IMMEDIATELY TO PROVIDE A STABLE BASE AND AVOID EXCESSIVE EROSION.

GRADING NOTES

DENOTES PERMANENT SEEDING. ALL DISTURBED AREAS NOT PAVED OR GRAVELED SHALL

BE RESTORED. PLACE TOPSOIL SURFACE, SALV, 3 INCH, MDOT SEEDING, MIXTURE TUF

APPLIED AT A RATE OF 220 LB/ACRE, FERTILIZER, CHEMICAL NUTRIENT, CL A APPLIED AT A

RATE OF 228 LB/ACRE; MULCH AT A RATE OF 2 TON/ACRE AND MULCH ANCHORING.

(APPLIES TO ENTIRE PROJECT)

DENOTES TEMPORARY SILT FENCE. SILT FENCE SHALL BE INSTALLED AT CREEK

CROSSINGS, ADJACENT TO ALL WETLANDS AND SURFACE WATERS, AND OTHER

LOCATIONS AS DIRECTED BY THE ENGINEER. EACH SILT FENCE SHALL BE INSTALLED

GENERALLY ALONG THE SAME CONTOUR ELEVATION.

SOIL EROSION & SEDIMENTATION CONTROL NOTES

1 ALL CONSTRUCTION METHODS SHALL BE DONE IN COMPLIANCE WITH MDOT-EGLE. THE OWNER SHALL BE RESPONSIBLE FOR OBTAINING A "SOIL EROSION PERMIT" FROM THE COUNTY AND A "PERMIT BY RULE/NOTICE OF COVERAGE" FROM EGLE, IF APPLICABLE, PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS OF THE COUNTY "SOIL EROSION PERMIT" AND FOR ALL CERTIFIED STORM WATER INSPECTION SERVICE REQUIRED BY THE "PERMIT BY RULE." EROSION CONTROL MEASURES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS AND SHALL NOT RELIEVE THE CONTRACTOR'S

RESPONSIBILITY FOR PROVIDING ALL REQUIRED EROSION CONTROL MEASURES.

2. AVOID UNNECESSARY DISTURBING OR REMOVING OF EXISTING VEGETATED TOPSOIL OR EARTH COVER, THESE COVER

AREAS ACT AS SEDIMENT FILTERS.

3. ALL TEMPORARY SOIL EROSION PROTECTION SHALL REMAIN IN PLACE UNTIL REMOVAL IS REQUIRED FOR FINAL CLEAN

UP AND APPROVAL.

4. GEOTEXTILE SILT FENCE SHALL BE INSTALLED AS REQUIRED WHEN CROSSING CREEKS OR WHEN ADJACENT TO WETLANDS OR SURFACE WATER BODIES TO PREVENT SILTATION AND ELSEWHERE AS DIRECTED BY THE ENGINEER.

SEEDING AND/OR SODDING SHALL BE INSTALLED ON CREEK BANKS IMMEDIATELY AFTER CONSTRUCTION TO PREVENT

EROSION.

5. MAINTENANCE, CLEANING, AND REMOVAL OF THE VARIOUS SEDIMENT CONTROL MEASURES SHALL BE INCLUDED IN

THE VARIOUS EROSION CONTROL ITEMS.

NUMBER IN CIRCLE REFERS TO NUMBERED DETAILS ON MDOT STANDARD PLAN R-96-D, SOIL EROSION & SEDIMENTATION CONTROL MEASURES. "P" DENOTES PERMANENT MEASURE AND "T" DENOTES TEMPORARY MEASURE.

SOIL EROSION CONTROL PLANS DENOTE MINIMUM EROSION MEASURES REQUIRED AS DESCRIBED BELOW.

3P

26T

SILT FENCE

M.E. MATCH EXISTING GRADE

DENOTES INLET PROTECTION FABRIC DROP. SHALL BE INSTALLED AT EXISTING AND

PROPOSED STORM SEWER INLETS TO PROVIDE SETTLING AND FILTERING OF SILT LADEN

WATER PRIOR TO ENTRY INTO THE DRAINAGE SYSTEM.

29T

S I T

E

P

L A

N

A

M A

Y

P O

R T

A G

E

W

E S

T

S T

O R

A G

E

B

A R

N

P o r t a g e

M i c h i g a n

P O

R T

A G

E

P

U B

L I C

S C

H O

O L

S

ISSUED FOR DATE

EX. 8" W.M.

EX. 8" W.M.

E X

. 8 " W

.M

GROUND SURFACE EJIW 1410

3' M

A X

THREADED PLUG CAP

UNLESS OTHERWISE

SPECIFIED

SIZE OF PIPE AS

SHOWN ON PLANS GRAVEL FILL (WITHIN OPENING

AROUND PIPE END SECTION)

CONCRETE REINFORCED

FOOTING

GRADE 35S OR PRECAST

REINFORCED SECTION

UNLESS OTHERWISE

SPECIFIED

CONCRETE ADJUSTING

RING GRADE35S, CONC.

REINF. BATTER BLOCKS

AND MORTAR, OR

REINF. PRECAST

MANHOLE SECTION.

(2) 45° (1

8 BEND)

PIPE SECTION

6" MINIMUM COMPACTED (98%)

SAND SUB-BASE (MDOT CLASS II)

OR AS RECOMMENDED BY

GEOTECHNICAL

ENGINEER

6" (4" CONCRETE WHEN

REPLACING SIDEWALK)-4,000 P.S.I.

NON-REINFORCED

CONCRETE TOPSOIL

ACCEPTABLE COMPACTED SUB-BASE (AS

RECOMMENDED BY GEOTECHNICAL ENGINEER)

1.0' MIN.

N 1 inch = ft.

10 2015

3P

29T

3P

3P

PAVEMENT REMOVAL/

RECONSTRUCTION

REMOVE & REPLACE ASPHALT

AS NECESSARY TO

CONSTRUCT PROPOSED

STORM IMPROVEMENTS.

PROPOSED POLE

BARN A

2,145 SFT

SLAB ON GRADE

F.F. - 893.09

EX. ASPHALT

EX. ASPHALT

EX. CONC.

EX. CONC.

33'

A

A

A

A

A

B

C

C

D

8'

EJIW 1020 M3

(OR APPROVED EQUAL)

48" DIA.

2' 2'

1'

24" MIN., 36" MAX.

PRECAST REINFORCED CONCRETE

BASE SECTION

COARSE AGGREGATE,

WASHED MDOT 6A

PRECAST PERFORATED

CONCRETE STRUCTURE

COARSE AGGREGATE,

WASHED MDOT 6A

NONWOVEN GEOTEXTILE

FABRIC, AMOCO 4553

OR EQUAL

NOTE:

INLET SHALL BE

CONSTRUCTED IN

ACCORDANCE WITH ASTM

SPECIFICATION C-478

LEACHING BASIN DETAIL

NOT TO SCALE

CLEANOUT DETAIL

NOT TO SCALE

CONC. PAVEMENT SECTION

NOT TO SCALE

EXSISTING GATE

CONCRETE SIDEWALK SEE

DETAIL THIS SHEET

D

S

T

A

O

F M

I C

H

I

G

A

N

L

S

D

P

R

O

F

E S S I

O

L

G

29T

29T

29T

3.5'

3.

5'

3.

5'

ALL UTILITIES AS SHOWN ARE APPROXIMATE LOCATIONS DERIVED

FROM ACTUAL MEASUREMENTS AND AVAILABLE RECORDS. THEY

SHOULD NOT BE INTERPRETED TO BE EXACT LOCATION NOR

SHOULD IT BE ASSUMED THAT THEY ARE THE ONLY UTILITIES IN THE

AREA. FIELD WORK PERFORMED BY: H & S ENGINEERING

Civil Engineers & Surveying

MICHIGAN | INDIANA | ILLINOIS | OHIO

AR Engineering www.arengineeringllc.com

269.250.5991 PHONE | 866.569.0604 FAX

-2

.0

G

WV

WV

CB CB

STM

CB

CB

HIGH

SCHOOL

BUILDING

AHU

BM

4"

N

.3 0%

26' - 24" N12 @ 0.30%

24" HDPE N I.E. 883.38

24" HDPE N I.E. 883.38

24" HDPE S I.E. 883.38

12" HDPE SW I.E. 883.38

CB-8

4' DIA. - EJ 1020 SOLID

RIM: 889.88

24" HDPE E I.E. 883.17

24" HDPE N I.E. 882.53

CB-6

4' DIA. - EJ 1020 M3

RIM: 889.63

" S

TM

" S

TM

EX. GATE

EX. 9 CONDUITS

EX. 4 CONDUITS

STONES

SIGN

24" HDPE W I.E. 883.25

24" HDPE S I.E. 883.10

CB-7

4' DIA. - EJ 1020 M3

RIM: 889.47

12" HDPE NE I.E. 883.43

IN-9

18" DIA. - ADS NYLOPLAST YARD DRAIN

RIM: 889.18

15' - 12" HDPE @ 0.33%

EXISTING WOOD

FENCE

EXISTING CHAIN

LINK FENCE

EX. TO BE REMOVED

EX. TO BE REMOVED

6" PVC SW I.E. 884.17

6" PVC SE I.E. 884.17

6" PVC SE I.E. 884.24

CB-21

18" DIA. - ADS NYLOPLAST GRATE

RIM: 889.31

CB-20

18" DIA. - ADS NYLOPLAST GRATE

RIM: 889.11

8" PVC W I.E. 886.13

8" PVC W I.E. 886.12

889.67

889.67

889.67 889.67

889.67

889.47

889.37

889.48

889.60 889.60

889.36

889.67

889.88

889.58

889.52

889.47

889.56 M

.E.

889.66 M

.E.

889.81 M

.E.

890.01 M

.E.

890.17 M

.E.

890.53 M

.E.

889.16 M

.E.

889.27 M

.E.889.40 M

.E.

889.29 M

.E.889.32 M

.E.889.39 M .E.

889.35 M

.E.

889.53 M

.E.

889.14 M

.E.

889.60

889.67

889.17889.57

889.58

889.18

889.33

889.27

890.10 M

.E.

889.60

889.17

889.38

889.35 M

.E.

889.14 M

.E.

4.0' CONCRETE STM CBR

RIM = 887.45

INV. 24" N SLCPP = 882.95

INV. 24" S SLCPP = 882.95

WATER = 882.95

SEDIMENT = 882.65

WV

WV

CB

WOODEN PATH

WITH HANDRAILS

HIGH

SCHOOL

BUILDING

WOODEN STOOP3 CONDUITS

S

TO

R

Y B

U

IL

D

IN

G

BM

EX. GATE

EX. 4 CONDUITS

STONES

S H

E E

T

T

I T

L E

S H

E E

T

N

U M

B E

R

O W

N E

R P

R O

J E

T

L E

D A

T E

E a s t

K a l a m a z o o

A v e n u e

S u i

K a l a m a z o o

M i c h i g

P

H O

.3

.6

F

A X

T O

W E

R P

I N

K S

T E

R C

O M

A L

L

R

I G

H T

S

R

E S

E R

V E

D

E a s t

F u l t o n

S t r e e t

S u i

G r a n d

R a p i d s

M i c h i g a n

4 P

H O

N E

.4

.5

F

A X

A. 6" CONCRETE PAVEMENT (SEE DETAIL THIS SHEET)

B. CONNECT ELECTRIC SERVICE AND METER,

COORDINATE WITH UTILITY PROVIDER

C. 10' OVERHEAD DOOR

D. MAN DOOR

SITE PLAN NOTES

S I T

E

P

L A

N

B

M A

Y

P O

R T

A

R

T H

E R

N

S T

O R

A G

E

B

A R

N

P o r t a g e

M i c h i g a n

P O

R T

A G

E

P

U B

L I C

S C

H O

O L

S

ISSUED FOR DATE

LIMITS OF CONSTRUCTION

LEGEND

SAWCUT

SILT FENCE

M.E. MATCH EXISTING GRADE

REMOVE BLDG.,

ADJACENT STOOP,

AND HANDRAILS.

REMOVE CONC.

SIDEWALK

REMOVE TREE

REMOVE DRAINAGE

STRUCTURE, AND STM.

PIPING.

DEMOLITION PLAN

SCALE:1"=20'

SITE PLAN

SCALE:1" = 10'

E X

. 8 " W

.M

E X

. 8 " W

.M

20' WATERMAIN EASEMENT

19'

21'

5'

N 1 inch = ft.

10 2015

N

3P

29T29T

3P

PROPOSED POLE

BARN B

1,869 SFT

SLAB ON GRADE

F.F. - 889.67

4.2'

UTILITY REMOVAL

REMOVE/RELOCATE

WATER LINE

A

A

B

C

C

D

29T

1. DIMENSIONS TAKE PRECEDENCE OVER SCALE. CONTRACTOR

TO VERIFY ALL DIMENSIONS IN FIELD.

2. IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS BECOME

APPARENT, THESE SHALL BE BROUGHT TO THE ATTENTION

OF THE ARCHITECT/ ENGINEER PRIOR TO CONSTRUCTION OF

ANYTHING AFFECTED SO THAT CLARIFICATION OR REDESIGN

MAY OCCUR.

GENERAL NOTES

DENOTES PERMANENT SEEDING. ALL DISTURBED AREAS NOT PAVED OR GRAVELED SHALL

BE RESTORED. PLACE TOPSOIL SURFACE, SALV, 3 INCH, MDOT SEEDING, MIXTURE TUF

APPLIED AT A RATE OF 220 LB/ACRE, FERTILIZER, CHEMICAL NUTRIENT, CL A APPLIED AT A

RATE OF 228 LB/ACRE; MULCH AT A RATE OF 2 TON/ACRE AND MULCH ANCHORING.

(APPLIES TO ENTIRE PROJECT)

DENOTES TEMPORARY SILT FENCE. SILT FENCE SHALL BE INSTALLED AT CREEK

CROSSINGS, ADJACENT TO ALL WETLANDS AND SURFACE WATERS, AND OTHER

LOCATIONS AS DIRECTED BY THE ENGINEER. EACH SILT FENCE SHALL BE INSTALLED

GENERALLY ALONG THE SAME CONTOUR ELEVATION.

SOIL EROSION & SEDIMENTATION CONTROL NOTES

1 ALL CONSTRUCTION METHODS SHALL BE DONE IN COMPLIANCE WITH MDOT-EGLE. THE

OWNER SHALL BE RESPONSIBLE FOR OBTAINING A "SOIL EROSION PERMIT" FROM THE

COUNTY AND A "PERMIT BY RULE/NOTICE OF COVERAGE" FROM EGLE, IF APPLICABLE, PRIOR

TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING

WITH ALL REQUIREMENTS OF THE COUNTY "SOIL EROSION PERMIT" AND FOR ALL CERTIFIED

STORM WATER INSPECTION SERVICE REQUIRED BY THE "PERMIT BY RULE." EROSION

CONTROL MEASURES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS AND SHALL

NOT RELIEVE THE CONTRACTOR'S RESPONSIBILITY FOR PROVIDING ALL REQUIRED EROSION

CONTROL MEASURES.

2. AVOID UNNECESSARY DISTURBING OR REMOVING OF EXISTING VEGETATED TOPSOIL OR

EARTH COVER, THESE COVER AREAS ACT AS SEDIMENT FILTERS.

3. ALL TEMPORARY SOIL EROSION PROTECTION SHALL REMAIN IN PLACE UNTIL REMOVAL IS

REQUIRED FOR FINAL CLEAN UP AND APPROVAL.

4. GEOTEXTILE SILT FENCE SHALL BE INSTALLED AS REQUIRED WHEN CROSSING CREEKS OR

WHEN ADJACENT TO WETLANDS OR SURFACE WATER BODIES TO PREVENT SILTATION AND

ELSEWHERE AS DIRECTED BY THE ENGINEER. SEEDING AND/OR SODDING SHALL BE

INSTALLED ON CREEK BANKS IMMEDIATELY AFTER CONSTRUCTION TO PREVENT EROSION.

5. MAINTENANCE, CLEANING, AND REMOVAL OF THE VARIOUS SEDIMENT CONTROL MEASURES

SHALL BE INCLUDED IN THE VARIOUS EROSION CONTROL ITEMS.

NUMBER IN CIRCLE REFERS TO NUMBERED DETAILS ON MDOT STANDARD PLAN R-96-D, SOIL

EROSION & SEDIMENTATION CONTROL MEASURES. "P" DENOTES PERMANENT MEASURE AND

"T" DENOTES TEMPORARY MEASURE. SOIL EROSION CONTROL PLANS DENOTE MINIMUM

EROSION MEASURES REQUIRED AS DESCRIBED BELOW.

3P

26T

DENOTES INLET PROTECTION FABRIC DROP. SHALL BE INSTALLED AT EXISTING AND

PROPOSED STORM SEWER INLETS TO PROVIDE SETTLING AND FILTERING OF SILT LADEN

WATER PRIOR TO ENTRY INTO THE DRAINAGE SYSTEM.

29T

A

NOTE:

MANHOLE SHALL BE

CONSTRUCTED IN

ACCORDANCE WITH ASTM

SPECIFICATION C-478

PRECAST REINFORCED

CONCRETE BARREL

SECTIONS

PRECAST REINFORCED

CONCRETE CONE SECTION

(FLAT TOP TO BE USED FOR

LIMITED DEPTH APPLICATIONS)

SEE PLAN FOR COVER

PRECAST CONCRETE

ADJUSTING RINGS

(2 MAX, 8" MAX)

V A

R

IE

S

S E

E P

LA

N

SEE PLAN 5"5"

2' S

U M

P

CATCH BASIN DETAIL

NOT TO SCALE

D

ALL UTILITIES AS SHOWN ARE APPROXIMATE LOCATIONS DERIVED

FROM ACTUAL MEASUREMENTS AND AVAILABLE RECORDS. THEY

SHOULD NOT BE INTERPRETED TO BE EXACT LOCATION NOR

SHOULD IT BE ASSUMED THAT THEY ARE THE ONLY UTILITIES IN THE

AREA. FIELD WORK PERFORMED BY: H & S ENGINEERING

1. ALL WORK SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL LAWS, RULES AND REGULATIONS

IN FORCE AT TIME OF CONSTRUCTION.

2. ALL WORK SHALL CONFORM TO THE MICHIGAN HANDICAPPED ACCESSIBILITY CODE AND THE

AMERICANS WITH DISABILITIES ACT.

3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, PERMIT

COSTS, TAP FEES, METER DEPOSITS, PERMANENT UTILITY APPLICATIONS, BONDS, AND OTHER

FEES REQUIRED FOR PROPOSED WORK.

4. CONTACT "MISS DIG" AT 1-800-482-7171 FOR LOCATION OF UNDERGROUND UTILITIES A MINIMUM

OF 48 HOURS BEFORE COMMENCING EXCAVATION WORK. THIS DOES NOT RELIEVE THE

CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO ARE NOT PART OF

THE "MISS DIG" ALERT SYSTEM. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN A

MANNER AS TO ENSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE

DISTURBED.

5. MANHOLE AND CATCH BASIN STRUCTURES SHALL BE PRECAST AND HAVE A MAXIMUM OF 2

ADJUSTING RINGS FOR FINISH GRADE ADJUSTMENT.

6. DEMOLISH & REMOVE ALL EXISTING SITE FEATURES AS REQUIRED.

1. SOILS EXPOSED IN THE BASE OF ALL SATISFACTORY FOUNDATION EXCAVATIONS SHOULD BE

PROTECTED AGAINST ANY DETRIMENTAL CHANGES IN CONDITION SUCH AS FROM DISTURBANCE,

RAIN AND FREEZING. SURFACE RUN-OFF WATER SHOULD BE DRAINED AWAY FROM THE

EXCAVATION AND NOT ALLOWED TO POND. IF POSSIBLE, ALL FOOTING CONCRETE SHOULD BE

POURED THE SAME DAY THE EXCAVATION IS MADE. IF THIS IS NOT PRACTICAL, THE FOOTING

EXCAVATIONS SHOULD BE ADEQUATELY PROTECTED.

2. REMOVE ALL SUBGRADE GRADE MATERIAL THAT MAY BE SOFTENED BY RAINS, FREEZING, OR

CONSTRUCTION TRAFFIC, ETC. AND REPLACE WITH COMPACTED GRANULAR FILL.

3. THE CONTRACTOR SHALL INSTALL A PEDESTRIAN FENCE AROUND ALL EXCAVATIONS TO BE LEFT

OPEN OVERNIGHT AS REQUIRED.

4. EXTERIOR CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4000 PSI AND SHALL HAVE

LIMESTONE AGGREGATE AND SHALL HAVE 4 - 6 % AIR ENTRAINMENT WITH A BROOM FINISH.

5. EXPANSION JOINTS IN CONCRETE PAVEMENT AND WALLS SHALL BE 1/2" ASPHALT IMPREGNATED FULL DEPTH 40' O.C. MAXIMUM & AT SIDEWALK INTERSECTIONS. CRACK CONTROL SCORING AT

SIDEWALK WIDTH DIMENSION AND @ 10'-0" O.C. IN DRIVES.

SITE MATERIALS & CONSTRUCTION NOTES:

GENERAL CONSTRUCTION NOTES

1. ALL WORK SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL LAWS, RULES AND REGULATIONS IN

FORCE AT TIME OF CONSTRUCTION.

2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, PERMIT COSTS, TAP FEES, METER DEPOSITS, PERMANENT UTILITY APPLICATIONS, BONDS, AND OTHER FEES

REQUIRED FOR PROPOSED WORK. THIS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO THOSE

REQUIRED BY THE CITY OF PORTAGE

3. CONTACT "811" AT 1-800-482-7171 FOR LOCATION OF UNDERGROUND UTILITIES A MINIMUM OF 48

HOURS BEFORE COMMENCING EXCAVATION WORK. THIS DOES NOT RELIEVE THE CONTRACTOR OF

THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO ARE NOT PART OF THE "811" ALERT SYSTEM. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN A MANNER AS TO ENSURE THAT

THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED.

4. DEMOLISH & REMOVE ALL EXISTING SITE FEATURES AS REQUIRED.

5. MATCH EXISTING GRADES AROUND PERIMETER WITH SLOPES AS SHOWN.

6. ALL SPOT ELEVATIONS ARE TOP OF PAVEMENT GRADES AT EDGE OF METAL (EOM) UNLESS

OTHERWISE NOTED.

7. ALL SOIL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO MASS GRADING.

8. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS AND

GEOTECHNICAL REPORT.

9. ALL EXISTING ELEVATIONS ARE TO BE VERIFIED AND ACCEPTED AS SHOWN PRIOR TO

COMMENCEMENT OF WORK.

10. CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID TRACKING SOIL ONTO ADJACENT ROADWAYS.

CONTRACTOR SHALL SWEEP IMMEDIATELY IF OCCURS.

11. ANY DISTURBED AREA WHICH WILL BE LEFT UNWORKED 15 DAYS OR LONGER MUST BE SEEDED TO

ESTABLISH VEGETATION FOR TEMPORARY STABILIZATION. BASINS TO BE SEEDED AND MULCH

BLANKETS APPLIED IMMEDIATELY TO PROVIDE A STABLE BASE AND AVOID EXCESSIVE EROSION.

GRADING NOTES

GROUND SURFACE EJIW 1410

3' M

A X

THREADED PLUG CAP

UNLESS OTHERWISE

SPECIFIED

SIZE OF PIPE AS

SHOWN ON PLANS GRAVEL FILL (WITHIN OPENING

AROUND PIPE END SECTION)

CONCRETE REINFORCED

FOOTING

GRADE 35S OR PRECAST

REINFORCED SECTION

UNLESS OTHERWISE

SPECIFIED

CONCRETE ADJUSTING

RING GRADE35S, CONC.

REINF. BATTER BLOCKS

AND MORTAR, OR

REINF. PRECAST

MANHOLE SECTION.

(2) 45° (1

8 BEND)

PIPE SECTION

6" MINIMUM COMPACTED (98%)

SAND SUB-BASE (MDOT CLASS II)

OR AS RECOMMENDED BY

GEOTECHNICAL

ENGINEER

6" (4" CONCRETE WHEN

REPLACING SIDEWALK)-4,000 P.S.I.

NON-REINFORCED

CONCRETE TOPSOIL

ACCEPTABLE COMPACTED SUB-BASE (AS

RECOMMENDED BY GEOTECHNICAL ENGINEER)

1.0' MIN.

CLEANOUT DETAIL

NOT TO SCALE

CONC. PAVEMENT SECTION

NOT TO SCALE

S

T

A

F M

I C

H

I

G

A

N

L

S

D

P

O

F

E S S I

O

L

R

RELOCATE WATER

SERVICE HERE3'

A C

O S

0K

T R

E N

C H

D R

A

IN

WHY CONNECTION

TO 24" STORM PIPE

WHY CONNECTION

TO 24" STORM PIPE

Civil Engineers & Surveying

MICHIGAN | INDIANA | ILLINOIS | OHIO

AR Engineering www.arengineeringllc.com

269.250.5991 PHONE | 866.569.0604 FAX

ADJUST ELECTRIC LINES

AS NECESSARY FOR

UTILITY INSTALLATION

-2

.0

G

AA 301

AA 301

B

AA 301

C

AA 301

D

AA 301

A B C D E

AA 301

32' - 0"

8' - 0" 8' - 0" 8' - 0" 8' - 0"

24" x 10" FOOTING AT

END WALL COLUMNS

(TYP.) - U.N.O.

36" x 12"

FOOTING AT

OVERHEAD DOOR

(TYP.) - U.N.O.

24" x 10"

FOOTING AT END

WALL COLUMNS

(TYP.) - U.N.O.

24" X 10"

FOOTING

(TYP.) - U.N.O.

14"Ø CONCRETE

PIERS WITH (6)

VERTICAL #5 BARS

AND 4# STIRRUPS

AT 12" O.C.

36" x 12" FOOTING

AT OVERHEAD DOOR

(TYP.) - U.N.O.

36" x 12" FOOTING

AT OVERHEAD DOOR

(TYP.) - U.N.O.

24" X 10"

FOOTING

(TYP.) - U.N.O.

/4

/4

/2

/2

/4

/4

AA 301

A

AA 301

B

AA 301

C

AA 301

D

AA 301

A B C D E

AA 301

(2) 1 3/4" x 9 1/2" LVL

CARRIERS ON EACH SIDE

OF POSTS AT OVERHEAD

DOORS (TYP.)

(2) 2x10

CONTINUOUS

CARRIERS ON

EACH SIDE OF

POSTS (TYP.)

(2) 2x10

CONTINUOUS

CARRIERS ON

EACH SIDE OF

POSTS (TYP.)

(2) 1 3/4" x 9 1/2" LVL

CARRIERS ON EACH SIDE

OF POSTS AT OVERHEAD

DOORS (TYP.)

S H

E E

T T

IT

L

E

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T N

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D A

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E a s t

K a la m a z o o A v e n u e

S u it e

K a la m a z o o

M ic h ig

-5

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P H

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A L L R

IG

H

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S E

R V

E D

E a s t

F u lt o n S tr e e t, S u it e

G ra n d R a p id s

M ic h ig a n

.4

.9

P H

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F O

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IO

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F R

A M

IN

G

P L A

N

-2

.0

A A

M A

Y

P O

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A G

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N O

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H E

R N

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IG

H S

C H

O O

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A G

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P o rt a g e

M ic h ig a n

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1/8" = 1'-0"

FOUNDATION PLAN

1/8" = 1'-0"

FRAMING PLAN

GENERAL NOTES

1. REFER TO CODE COMPLIANCE PLAN FOR WALL RATING LINES.

2. REFER TO FLOOR FINISH PLANS FOR INTERIOR ELEVATION CALLOUTS.

3. REFER TO SHEET A 501 FOR WALL AND CEILING ACCESS PANEL INFORMATION.

OHSF

SEE SCHED.

S E E S

C H E D U

LE

SEE SCHEDULE

S E E S

C H E D U

LE

2" TYP. SEE SCHED. 2" TYP.

S E E S

C H E D U

LE

T Y P

AA 301

A

AA 301

B

AA 301

C

AA 301

D

AA 301

A B C D E

101A

8' - 0" 8' - 0" 8' - 0" 8' - 0"

AA 301

6x6 TREATED

POST - (TYP.)

U.N.O.

6x6 TREATED

POST - (TYP.)

U.N.O.

6x6 TREATED

POST - (TYP.)

U.N.O.

6x6 TREATED

POST - (TYP.)

U.N.O.

STORAGE

101C

101B

101D

/2

32' - 10 1/2"

/4

/4

/2

/4

/4

AA 301

A

AA 301

B

AA 301

C

AA 301

D

AA 301

A B C D E

AA 301

/1

P

IT

C H E

N G

IN

E E R E D

T R U S S E S

A T

O

.C

/2

LINE OF BUILDING BELOW LINE OF BUILDING BELOW

S H

E E

T T

IT

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C T

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E a s t

K a la m a z o o A v e n u e

S u it e

K a la m a z o o

M ic h ig

-5

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.6

P H

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S T

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A L L R

IG

H

T S

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S E

R V

E D

E a s t

F u lt o n S tr e e t, S u it e

G ra n d R a p id s

M ic h ig a n

.4

.9

P H

O

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.5

F A

X

F

IR

S T

F L O

O R

P L A

N

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F R

A M

IN

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P L A

N A

N D

D O

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S C

H E

D U

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-2

.0

A A

M A

Y

P O

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A G

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N O

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H E

R N

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IG

H S

C H

O O

L

S T

O R

A G

E B

A R

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P o rt a g e

M ic h ig a n

P O

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A G

E P

U B

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H O

O L

S

DOOR SCHEDULE - BUILDING A

NUMBER

ROOM

NAME

FIRE RATING DOOR SIZE FRAME DETAILS

GLASS

ACCESS CONTROLS

HDWR.

SET

REMARKS

DOOR ROOM DOOR FRAME TYPE MAT FIN WIDTH HEIGHT ELEV MAT FIN HEAD JAMB SILL

A-PHO

NE

BARRIER-

FREE

CARD

READER

ELEC. LOCK

HDWR.

MAG

HOLD

101A 101 STORAGE - - F STL FACTORY FINISH 3' - 0" 7' - 2" 1 HM PAINT - - - - No No No No No 1.0 -

101B 101 STORAGE - - OHS STL FACTORY FINISH 12' - 0" 10' - 0" - STL - 5 / AA 301 - - - No No No No No 2.0 -

101C 101 STORAGE - - OHS STL FACTORY FINISH 12' - 0" 10' - 0" - STL - 5 / AA 301 - - - No No No No No 2.0 -

101D 101 STORAGE - - F STL FACTORY FINISH 3' - 0" 7' - 2" 1 HM PAINT - - - - No No No No No - -

1/4" = 1'-0"

DOOR TYPES

1/4" = 1'-0"

FRAME ELEVATION

1/8" = 1'-0"

FIRST FLOOR PLAN

1/8" = 1'-0"

ROOF FRAMING PLAN

FIRST FLOOR

100' - 0"

ABCDE

TRUSS BEARING - BLDG A

112' - 0"

AA 301

FOOTING

96' - 6"

4" 12"

4"

12"

STEEL SIDING 1 -

FABRAL GRANDRIB 3

OR EQUAL

STEEL SIDING

OUTSIDE CORNER

GUTTER

STEEL SIDING 2 -

FABRAL GRANDRIB

3 OR EQUAL

FIRST FLOOR

100' - 0"

AA 301

1 2 3 4 5 6 7 8 9

TRUSS BEARING - BLDG A

112' - 0"

FOOTING

96' - 6"

STEEL SIDING 2 -

FABRAL GRANDRIB

3 OR EQUAL

ASPHALT SHINGLES

STEEL SIDNG

OUTSIDE CORNER

GUTTER

STEEL DOWNSPOUT

RIDGE VENT

STEEL SIDING 1 -

FABRAL GRANDRIB

3 OR EQUAL

FIRST FLOOR

100' - 0"

A B C D E

TRUSS BEARING - BLDG A

112' - 0"

AA 301

FOOTING

96' - 6"

4"

12" 4"

12"

STEEL SIDING 2 -

FABRAL GRANDRIB

3 OR EQUAL

STEEL SIDING

OUTSIDE CORNER

STEEL SIDING 1 -

FABRAL GRANDRIB

3 OR EQUAL

FIRST FLOOR

100' - 0"

AA 301

123456789

TRUSS BEARING - BLDG A

112' - 0"

FOOTING

96' - 6"

STEEL SIDING 2 -

FABRAL GRANDRIB

3 OR EQUAL

ASPHALT SHINGLES

STEEL SIDING

OUTSIDE CORNER

STEEL DOWNSPOUT

GUTTER

RIDGE VENT

STEEL SIDING 1 -

FABRAL GRANDRIB

3 OR EQUAL

FIRST FLOOR

100' - 0"

A B C D E

TRUSS BEARING - BLDG A

112' - 0"

AA 301

FOOTING

96' - 6"

4"

12" 4"

12"

AA 301

AA 301

FIRST FLOOR

100' - 0"

AA 301

1 2 3 4 5 6 7 8 9

TRUSS BEARING - BLDG A

112' - 0"

FOOTING

96' - 6"

ASPHALT SHINGLES, COLOR:

EXTERIOR ELEVATION KEY

STEEL SIDING 1, COLOR:

STEEL SIDING 2, COLOR:

FIRST FLOOR

100' - 0"

A

TRUSS BEARING - BLDG A

112' - 0"

ENGINEERED WOOD

TRUSSES AT 2' O.C.

METAL GUTTERS

METAL FASCIA

2X6 SUB FASCIA

VENTED SOFFIT PANELS

2X4 GIRTS AT 24" O.C.

STEEL SIDING 1 -

FABRAL GRANDRIB

6X6 TREATED POST

(2) ROWS OF TREATED

2X6 T&G SKIRT BOARDS

6" CONCRETE SLAB WITH

TURNED DOWN EDGE

4" COMPACT SAND

'F' CHANNEL

(2) 2x10 CONTINUOUS

CARRIERS ON EACH

SIDE OF POSTS

3/4" SHEATHING

ASPHALT SHINGLES ON

ICE AND WATER SHIELD

HEMMED TRIM BETWEEN

STEEL SIDING 1 AND 2

STEEL SIDING 2 -

FABRAL GRANDRIB

A

TRUSS BEARING - BLDG A

112' - 0"

STEEL GUTTERS

2X6 SUB FASCIA

METAL FASCIA

VENTED SOFFIT PANELS

(2) 1 3/4" X 9 1/2"

LVL - BOTH SIDES

STEEL SIDING -

FABRAL GRANDRIB

F CHANNEL

J CHANNEL

2X6 NAILERS

STEEL TRIM BY SIDING MANUF.

ENGINEERED WOOD

TRUSSES AT 24" O.C.

6X6 TREATED POST

OVERHEAD DOOR

3/4" SHEATHING

ASPHALT SHINGLES ON

ICE AND WATER SHIELD

TRUSS NOTE FOR BUILDING B:

SISSOR TRUSSES IN LEIU OF

STANDARD TRUSSES

S H

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S u it e

K a la m a z o o

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F u lt o n S tr e e t, S u it e

G ra n d R a p id s

M ic h ig a n

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P H

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.5

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E X

T E

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IO

R E

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V A

T

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N S

B

U

IL

D

IN

G S

E C

T

IO

N S

D V

IE

W

A N

D W

A L

L S

E C

T

IO

N S

-2

.0

A A

M A

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P O

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IG

H S

C H

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1/8" = 1'-0"AA 301

A NORTH ELEVATION

1/8" = 1'-0"AA 301

B WEST ELEVATION

1/8" = 1'-0"AA 301

C SOUTH ELEVATION

1/8" = 1'-0"AA 301

D EAST ELEVATION

1/8" = 1'-0"AA 301

1 BUILDING SECTION

1/8" = 1'-0"AA 301

2 BUILDING SECTION

1/2" = 1'-0"AA 301

4 WALL SECTION

1 1/2" = 1'-0"AA 301

5 WALL DETAIL

3D VIEW

F G H IAB 301

A

AB 301

B

AB 301

D

AB 301

C

6' - 8" 6' - 8" 6' - 8"

20' - 0"

24" x 10"

FOOTING AT

END WALL

COLUMNS

(TYP.) - U.N.O.

36" x 12"

FOOTING AT

OVERHEAD DOOR

(TYP.) - U.N.O.

24" x 10"

FOOTING AT END

WALL COLUMNS

(TYP.) - U.N.O.

24" X 10"

FOOTING

(TYP.) - U.N.O.

14"Ø CONCRETE

PIERS WITH (6)

VERTICAL #5 BARS

AND 4# STIRRUPS

AT 12" O.C.

AB 301

AB 301

36" x 12"

FOOTING AT

OVERHEAD DOOR

(TYP.) - U.N.O.

/4

/4

/2

/2

/4

/4

F G H IAB 301

A

AB 301

B

AB 301

D

AB 301

C

(2) 1 3/4" x 9 1/2" LVL

CARRIERS ON EACH SIDE

OF POSTS AT OVERHEAD

DOORS (TYP.)

(2) 2x10

CONTINUOUS

CARRIERS ON

EACH SIDE OF

POSTS (TYP.)

(2) 2x10

CONTINUOUS

CARRIERS ON

EACH SIDE OF

POSTS (TYP.)

AB 301

AB 301

(2) 1 3/4" x 9 1/2" LVL

CARRIERS ON EACH SIDE

OF POSTS AT OVERHEAD

DOORS (TYP.)

S H

E E

T T

IT

L

E

S H

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T N

U M

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C T

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K a la m a z o o A v e n u e

S u it e

K a la m a z o o

M ic h ig

-5

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P H

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M

A L L R

IG

H

T S

R E

S E

R V

E D

E a s t

F u lt o n S tr e e t, S u it e

G ra n d R a p id s

M ic h ig a n

.4

.9

P H

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.5

F A

X

F O

U N

D A

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IO

N A

N D

F R

A M

IN

G

P L A

N

-2

.0

A B

M A

Y

P O

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A G

E

N O

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H E

R N

H

IG

H S

C H

O O

L

S T

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A G

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A R

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P o rt a g e

M ic h ig a n

P O

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A G

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U B

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H O

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S

1/8" = 1'-0"

FOUNDATION PLAN

1/8" = 1'-0"

FRAMING PLAN

F G H I

6' - 8" 6' - 8" 6' - 8"

20' - 10 1/2"

6x6 TREATED

POST - (TYP.)

U.N.O.

6x6 TREATED

POST - (TYP.)

U.N.O.

6x6 TREATED

POST - (TYP.)

U.N.O.

STORAGE

AB 301

A

AB 301

B

AB 301

D

AB 301

C

AB 301

AB 301

102A

102C

102B

/2

/4

/4

/2

/2

/4

/4

F G H IAB 301

A

AB 301

B

AB 301

D

AB 301

C

AB 301

AB 301

/1

P

IT

C H E

N G

IN

E E R E D

T R U S S E S

A T

O

.C

LINE OF BUILDING BELOW

OHSF

SEE SCHED.

S E E S

C H E D U

LE

SEE SCHEDULE

S E E S

C H E D U

LE

2" TYP. SEE SCHED. 2" TYP.

S E E S

C H E D U

LE

T Y P

GENERAL NOTES

1. REFER TO CODE COMPLIANCE PLAN FOR WALL RATING LINES.

2. REFER TO FLOOR FINISH PLANS FOR INTERIOR ELEVATION CALLOUTS.

3. REFER TO SHEET A 501 FOR WALL AND CEILING ACCESS PANEL INFORMATION.

S H

E E

T T

IT

L

E

S H

E E

T N

U M

B E

R

O W

N E

R P

R O

J E

C T

T

IT

L E

D A

T E

E a s t

K a la m a z o o A v e n u e

S u it e

K a la m a z o o

M ic h ig

-5

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.6

P H

O

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.6

F A

X

T O

W E

R P

IN

K

S T

E R

.C O

M

A L L R

IG

H

T S

R E

S E

R V

E D

E a s t

F u lt o n S tr e e t, S u it e

G ra n d R a p id s

M ic h ig a n

.4

.9

P H

O

.4

.5

F A

X

F

IR

S T

F L O

O R

P L A

N

R O

O F

F R

A M

IN

G

P L A

N A

N D

D O

O R

S C

H E

D U

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-2

.0

A B

M A

Y

P O

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A G

E

N O

R T

H E

R N

H

IG

H S

C H

O O

L

S T

O R

A G

E B

A R

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P o rt a g e

M ic h ig a n

P O

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A G

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U B

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H O

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S

1/8" = 1'-0"

FIRST FLOOR PLAN

1/8" = 1'-0"

ROOF FRAMING PLAN

DOOR SCHEDULE - BUILDING B

NUMBER

ROOM

NAME

FIRE RATING DOOR SIZE FRAME DETAILS

GLASS

ACCESS CONTROLS

HDWR.

SET

REMARKS

DOOR ROOM DOOR FRAME TYPE MAT FIN WIDTH HEIGHT ELEV MAT FIN HEAD JAMB SILL

A-PHO

NE

BARRIER-

FREE

CARD

READER

ELEC. LOCK

HDWR.

MAG

HOLD

101E 102 STORAGE - - F STL FACTORY FINISH 3' - 0" 7' - 2" 1 HM PAINT - - - - No No No No No - -

102A 102 STORAGE - - F STL FACTORY FINISH 3' - 0" 7' - 2" 1 HM PAINT - - - - No No No No No 1.0 -

102B 102 STORAGE - - OHS STL FACTORY FINISH 12' - 0" 12' - 0" - STL - 5 / AB 301 - - - No No No No No 2.0 -

102C 102 STORAGE - - OHS STL FACTORY FINISH 12' - 0" 12' - 0" - STL - 5 / AB 301 - - - No No No No No 2.0 -

1/4" = 1'-0"

DOOR TYPES

1/4" = 1'-0"

FRAME ELEVATION

FIRST FLOOR

100' - 0"

FOOTING

96' - 6"

FGHI

AB 301

TRUSS BEARING - BLDG B

116' - 0"

6"

12"

6"

12"

STEEL SIDING 1 -

FABRAL GRANDRIB 3

OR EQUAL

STEEL SIDING

OUTSIDE CORNER

GUTTER

STEEL SIDING 2 -

FABRAL GRANDRIB

3 OR EQUAL

FIRST FLOOR

100' - 0"

1 2 3 4 5 6 7 8 9

FOOTING

96' - 6"

AB 30110

TRUSS BEARING - BLDG B

116' - 0"

11 12

STEEL SIDING 2 -

FABRAL GRANDRIB

3 OR EQUAL

ASPHALT SHINGLES

STEEL SIDNG

OUTSIDE CORNER

GUTTER

STEEL DOWNSPOUT

RIDGE VENT

STEEL SIDING 1 -

FABRAL GRANDRIB

3 OR EQUAL

FIRST FLOOR

100' - 0"

FOOTING

96' - 6"

F G H I

AB 301

TRUSS BEARING - BLDG B

116' - 0"

STEEL SIDING 1 -

FABRAL GRANDRIB 3

OR EQUAL

STEEL SIDING

OUTSIDE CORNER

GUTTER

STEEL SIDING 2 -

FABRAL GRANDRIB

3 OR EQUAL

6"

12"

6"

12"

FIRST FLOOR

100' - 0"

123456789

FOOTING

96' - 6"

AB 301

TRUSS BEARING - BLDG B

116' - 0"

STEEL SIDING 2 -

FABRAL GRANDRIB

3 OR EQUAL

ASPHALT SHINGLES

STEEL SIDNG

OUTSIDE CORNER

GUTTER

STEEL DOWNSPOUT

RIDGE VENT

STEEL SIDING 1 -

FABRAL GRANDRIB

3 OR EQUAL

ASPHALT SHINGLES, COLOR:

EXTERIOR ELEVATION KEY

STEEL SIDING 1, COLOR:

STEEL SIDING 2, COLOR:

FIRST FLOOR

100' - 0"

FOOTING

96' - 6"

F G H I

AB 301

TRUSS BEARING - BLDG B

116' - 0"

6"

12"

6"

12"

AA 301

OPP. HAND

AA 301

OPP. HAND

FIRST FLOOR

100' - 0"

1 2 3 4 5 6 7 8 9

FOOTING

96' - 6"

AB 301

TRUSS BEARING - BLDG B

116' - 0"

11 12

S H

E E

T T

IT

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1/8" = 1'-0"AB 301

A NORTH ELEVATION

1/8" = 1'-0"AB 301

B WEST ELEVATION

1/8" = 1'-0"AB 301

C SOUTH ELEVATION

1/8" = 1'-0"AB 301

D EAST ELEVATION

3D VIEW

1/8" = 1'-0"AB 301

1 BUILDING SECTION

1/8" = 1'-0"AB 301

2 BUILDING SECTION

ELECTRIC VAULT

RIM = 888.55

AHU

BM

STM

STM

HH

A B C D E

STORAGE

A A A

A A A

A A A

A AA

RPA

RPA-1, 40", GFCI

RPA-1, 40"

RPA-1

, WP, 24"

RPA-3, 40"

RPA-5

, OVERHEAD DOOR, 120"

RPA-3, 40"

RPA-3, 40", GFCI

RPA-4

, OVERHEAD DOOR, 120"

RPA-2, 40", GFCI

RPA-2, 40"

RPA-2, 40"

B

RPA-6

B

RPA-6

RPA-3

, WP, 24"

STORAGE B

BUILDING

STORAGE A

BUILDING

MDP IN EXIST.

BUILDING

REMOVE POWER CONNECTION TO

EXISTING BUILDING. RETAIN EXISTING

100 AMP FEEDER TO FEED NEW PANEL

RPB. INTERCEPT FEED IN-GRADE AND RE-

ROUTE TO NEW PANEL. EXTEND EXISTING

FEEDER AS REQUIRED.

NEW FEEDER TO PANEL

RPA FROM PANEL RPB

NEW FEEDER TO PANEL

RPA FROM PANEL RPB

EXISTING HAND HOLE

EXISTING CONDUIT

UNDER PAVING

INTERCEPT EXISTING CONDUIT RUNNING UNDER

PAVING. PROVIDE NEW 18"X24" HAND HOLE

AND PROVIDE FEEDER TO PANEL RPA FROM

PANEL RPA. REFER TO ONE-LINE DIAGRAM

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1/8" = 1'-0"

STORAGE BARN A ELECTRICAL PLAN

1" = 20'-0"

ELECTRICAL SITE PLAN

GENERAL ELECTRICAL NOTES

ELECTRICAL KEYED NOTES

1 ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING

AND PATCHING REQUIRED FOR NEW WORK OR WHERE DEVICES ARE

REMOVED AND NOT REPLACED.

2 PATCH ALL PENETRATIONS AS REQUIRED TO MAINTAIN FIRE RATING.

3 ALL CONDUITS SHALL ENTER/EXIT THE BUILDING BELOW GRADE.

PROVIDE TRENCHING AND DIRECTIONAL BORING AS REQUIRED. CUT

AND PATCH AS REQUIRED. NO EXPOSED CONDUIT SHALL BE ALLOWED

ON EXTERIOR OF BUILDING.

4 ALL CONDUITS SHALL RUN AS NEAR TO DECK AS PERMITTED BY CODE.

SOME CONDUITS WILL BE EXPOSED AND SHALL BE RUN IN A NEAT

MANNER. MAINTAIN THE SAME SPACING WHEN CONDUITS ARE RUN

TOGETHER. CONCEAL JUNCTION BOXES OVER LAY-IN CEILING AND

USE EMT DROPS DOWN TO CLOUDS. LOCATE CONDUIT DROPS TO

CLOUDS AND CEILING ELEMENTS IN LEAST VISIBLE LOCATION.

1 CONNECT RECEPTACLE TO LOAD SIDE OF UPSTREAM GFCI

RECEPTACLE.

2 COORDINATE FINAL POWER CONNECTION WITH OVERHEAD DOOR

PROVIDER. MOUNT AND WIRE DOOR SWITCH AND ELECTRIC EYE(S) AT

BOTTOM OF DOOR.

NOTES:

TOTAL ESTIMATED DEMAND... 11 A

TOTAL CONNECTED LOAD (A): 11 A

TOTAL ESTIMATED DEMAND: 3950 VA

RECEPTACLE - 3300 VA 100.00% 3300 VA TOTAL CONNECTED LOAD: 3950 VA

LIGHTING - 650 VA 100.00% 650 VA

LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS

TOTAL AMPS: 9 A 13 A 12 A

ADDITIONAL FEED THRU LUGS LOAD (IF APPLICABLE): 0 VA 0 VA 0 A

TOTAL LOAD: 1080 VA 1470 VA 1400 VA

17 18

15 16

13 14

11 SPARE 20 1 0 0 1 20 SPARE 12

9 SPARE 20 1 0 0 1 20 SPARE 10

7 SPARE 20 1 0 0 1 20 SPARE 8

5 RECEPTACLE - STORAGE 101 20 1 750 650 1 20 LIGHTING - Room 101 6

3 RECEPTACLE - STORAGE 101 20 1 720 750 1 20 RECEPTACLE - STORAGE 101 4

1 RECEPTACLE - STORAGE 101 20 1 540 540 1 20 RECEPTACLE - STORAGE 101 2

CIRCUIT DESCRIPTION

TRIP

(A) POLES A B C POLES

TRIP

(A) CIRCUIT DESCRIPTION

ADDED ACCESSORIES: FEED-THRU LUGS... No I.C. RATING: 10 KAIC

LOCATION: STORAGE 101 / FIRST FLOOR AMPS: 60 A MB , ULSE RATED FED FROM: RPB

PANEL: RPA MOUNTING: SURFACE VOLTAGE: 208/120V, 3PH, 4W

PANELBOARD " RPA" LOAD SCHEDULE

F G H I

STORAGE

A A

A A

A A

A A

RPB

RPB-3, 40", GFCI

RPB-3, 40"

RPB-2, 40"

RPB-2, 40", GFCI

RPB-4

, OVERHEAD DOOR, 120"

RPB-1, 40", GFCI

RPB-1, 40"

RPB-5

, OVERHEAD DOOR, 120"

RPB-1, 40"

B

RPB6

B

RPB6

RPB-3

, WP, 24"

RPB-1

, WP, 24"

A A

RPB- 6

AA

2000/3

EXIST MDP

208/120V 3Ø, 4W

/3

RPB

PANEL

E X

IS

T C

H

IL

LE

R

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IS

T C

H

IL

LE

R

E X

IS

T M

C C

E X

IS

T A M

D P

E X

IS

T A H U

E X

IS

T R T U

E X

IS

T A H U

E X

IS

T S R

E X

IS

T

RPA

PANEL

60/3

4 #6, 1 #10G

1¼" PVC CONDUIT

MODIFY EXISTING FEEER. VERIFY AND

MATCH EXISTING WIRE SIZE. EXTEND

AS REQUIRED.

EXISTING PORTABLE BUILDING BREAKER IN

MDP. RELABEL STORAGE BUILDING PANEL RPB.

NEW SQAURE D NQOD

100 MAIN BREAKER

PANEL OR EQUAL. REFER

TO PANEL SCHEDULE.

NEW SQAURE D NQOD

60 MAIN BREAKER PANEL

OR EQUAL. REFER TO

PANEL SCHEDULE.

G R O

U N D

B U S

10' SPACING (TYP)

#3/0 Cu GND (TYP)

10'-0"

GROUND ROD

G R O

U N D

B U S

10' SPACING (TYP)

#3/0 Cu GND (TYP)

10'-0"

GROUND ROD

PROVIDE (3) 10'-0"

GROUND RODS SPACED 10'

APART AT EACH BUILDING

NOTES:

MOUNT DEVICES AT HEIGHTS INDICATED UNLESS INDICATED

OTHERWISE ON PLANS. HEIGHTS ARE TO BOTTOM OF DEVICE.

HH

SYMBOL DESCRIPTION MOUNTING HEIGHTS

RECEPTACLE SYMBOLS

POWER SYMBOLSLIGHTING SYMBOLS

SD

ELECTRICAL SYMBOLS

PANELBOARD

CIRCUIT BREAKER

72" TO TOP

DUPLEX RECEPTACLE - WITH GFI

DUPLEX RECEPTACLE - WET LOCATION ENCLOSURE WITH GFIWP

GFI

24"

16"

DUPLEX RECEPTACLE 16"

DIMMER SWITCH

WALL MTD. LIGHT FIXTURE

INDUSTRIAL LIGHT FIXTURE

FLUSH IN-GRADE HAND HOLE

PUSH-BUTTON STATION - 3 HOLE 40"

40"

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