BFD_FS3_-_Drawings_1_of_3_Final-compressed.pdf

PDF 6 MB Posted Sep 30, 2024

Attached to: Bloomington Fire Station 3 Renovation / Addition
Solicitation number: 2024-GEN-005
Issued by: Lake County, Indiana

About this file

Written by GovTribe AI · May 11, 2025

The provided document is a comprehensive set of architectural and engineering drawings for the Bloomington Fire Station 3 Renovation/Addition project, prepared by Martin Riley Architects-Engineers for the City of Bloomington, Indiana. The project involves a renovation and addition to the existing fire station located at 810 N. Woodlawn Avenue, with detailed plans spanning multiple disciplines including site layout, demolition, foundation, framing, structural details, and landscaping. The drawings provide extensive technical specifications for the construction process, including phasing plans, utility configurations, erosion control measures, and specific structural and architectural requirements.

The project documents indicate a mixed-use institutional (MI) zoning with specific development standards: 60% maximum impervious surface coverage, 40% minimum landscape area, and a maximum building height of 4 stories or 50 feet. The site plan shows careful consideration of existing site conditions, with provisions for temporary construction staging, apparatus storage, and maintaining fire station operations during renovation. The design includes new roof systems, CMU wall extensions, steel framing, cold-formed steel elements, and specialized mechanical screens. The drawings also detail specific requirements for foundation work, concrete and masonry construction, steel connections, and site improvements, suggesting a comprehensive approach to modernizing and expanding the fire station's facilities.

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File	Type	Posted
BFD_FS3_-_Drawings_3_of_3_Final-compressed.pdf	PDF	Oct 3, 2024
COB_FS3_Bid_Packet_FINAL.pdf	PDF	Sep 30, 2024
BFD_FS3_-_Drawings_2_of_3_Final.pdf	PDF	Sep 30, 2024
BFD_FS3_-_Bidding_Set_-_Front_End_Manual_1_of_2-compressed.pdf	PDF	Sep 30, 2024
BFD_FS3_-_Bidding_Set_-_Front_End_Manual_2_of_2.pdf	PDF	Sep 30, 2024

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DATE SET NUMBER

ARCHITECT

Jack E. Daniel

DENOTES PROJECT COMMISSION NUMBER/TEST CUT NUMBER

DENOTES APPLICATION OF BUILDING MATERIAL ASSEMBLY

AS ROOF (M)EMBRANE OR (F)LASHING

DENOTES PROJECT COMMISSION NUMBER/TEST CUT NUMBER

DENOTES APPLICATION OF BUILDING MATERIAL ASSEMBLY

AS ROOF (M)EMBRANE OR (F)LASHING

L0001 M

NON-ASBESTOS BUILDING

MATERIAL TEST LOCATION

L0001 F

ASBESTOS BUILDING

MATERIAL TEST LOCATION

AREA MAP

ROOM NAME

ROOM NUMBER

A101

DETAIL

SHEET

XX XX

ELEVATION TARGET

EL=100'-0"

SYMBOLS KEY

WORK DESCRIPTION NOTE

DEMO WORK DESCRIPTION

NOTE

WINDOW OR ROOF AREA

BUILDING SECTION

WALL SECTION

EARTH/

UNDISTURBED FILL

EARTH/

COMPACTED FILL

GRANULAR FILL

SAND

CONCRETE

MASONRY UNIT

BRICK

STEEL

ALUMINUM

LUMBER

FINISH WOOD

WOOD BLOCKING

PLYWOOD

GLASS

GLASS BLOCK

BATT/LOOSE

INSULATION

RIGID INSULATION

NORTH ARROW

COLUMN CENTERLINE

100'-0"

'-0"

NEW

ELEVATION

POINT

EXISTING

ELEVATION

POINT

ELEVATIONS

ENLARGED PLAN/DETAIL

DETAIL DESCRIPTION NOTES

OFFICE

DETAIL

SHEET

A101

ENGINEER

Jeremy Brickey

ENGINEER

INDEX OF DRAWINGS

:5 8:

M C:

\U se rs \n do ni ca \D oc um en ts

- F ire

S ta tio n

- A

H_ nd on ic a@ m ar tin -r ile y.

co m

.r vt

Bl oo mi ng ton F

D St ati on

2024-09-16

Bloomington FD Station 3

810 N. Woodlawn Ave Bloomington, IN 47408

T101 TITLE SHEET

G101 GENERAL NOTES

G102 GENERAL NOTES & WALL TYPES

G103 PHASING PLAN

SV ALTA/NSPS Survey

C101 DEMOLITION PLAN

C200 SITE LAYOUT PLAN

C300 GRADING PLAN

C400 UTILITY PLAN

C800 SITE DETAILS

C900 EROSION CONTROL PLAN

C901 EROSION CONTROL DETAILS

L100 SITE LANDSCAPE PLAN

D101 DEMOLITION PLANS

D201 DEMOLITION ELEVATIONS

S001 STRUCTURAL SPECIFICATIONS

S002 STRUCTURAL SPECIFICATIONS

S101 FOUNDATION PLANS

S201 FRAMING PLANS

S202 FRAMING PLANS & DETAILS

S203 FRAMING PLANS & LINTEL SCHEDULE

S301 STRUCTURAL SECTIONS

S401 FOUNDATION DETAILS

S402 FOUNDATION DETAILS

S501 STRUCTURAL DETAILS

S502 STRUCTURAL DETAILS

S503 STRUCTURAL DETAILS

A001 LIFE SAFETY PLAN

A101 FLOOR PLAN

A110 ENLARGED PLAN DETAILS

A201 BUILDING ELEVATIONS

A202 BUILDING ELEVATIONS

A401 BUILDING SECTIONS

A402 BUILDING SECTIONS

A410 WALL SECTIONS

A411 WALL SECTIONS

A510 DOOR SCHEDULE AND DETAILS

A511 STOREFRONT ELEVATIONS AND DETAILS

A512 STOREFRONT/DOOR DETAILS

A601 ROOM FINISH SCHEDULE

A602 FINISH PLAN

A610 INTERIOR ELEVATIONS

A611 INTERIOR ELEVATIONS

A612 INTERIOR ELEVATIONS

A613 INTERIOR ELEVATIONS

AS101 ARCHITECTURAL SITELINE STUDY

R101 ROOF PLAN

R102 SOLAR ROOF PLAN

R201 ROOF DETAILS

R202 ROOF DETAILS

R203 ROOF DETAILS

R204 ROOF DETAILS

R205 ROOF DETAILS

R206 ROOF DETAILS

P101 PLUMBING PLAN

P102 ENLARGED PLUMBING PLANS

P301 PLUMBING SCHEDULES & DETAILS

P302 PLUMBING ISOMETRIC DIAGRAMS

P303 PLUMBING ISOMETRIC DIAGRAMS

M101 MECHANICAL PLAN

M102 MECHANICAL DIAGRAM

M301 MECHANICAL SCHEDULES & DETAILS

MEP101 MEP ROOF PLAN

K101 KITCHEN EQUIPMENT

K102 KITCHEN EQUIPMENT

K103 KITCHEN EQUIPMENT

E001 ELECTRICAL SITE PHOTOMETRIC PLAN

E100 ELECTRICAL SITE PLAN

E101 ELECTRICAL POWER PLAN

E301 ELECTRICAL LIGHTING PLAN

E501 ELECTRICAL SCHEDULES & DETAILS

L500 LOCUTION PLANS - BASIS OF DESIGN

ENGINEER ENGINEER

ISSUE FOR BIDDING

Jeff NeumannRon ScheeleTorrey Ehrman

FOR LIST OF ALTERNATES REFER TO

SPEC SECTION 01 2300 - ALTERNATES

09/16/2024

EAS, DESIGNS, ARRANGEMENTS AND PLANS

MOUNTING HEIGHTS - ELECTRICAL

TYPICAL MOUNTING HEIGHTS - MISCELLANEOUS

CIRCUIT

BREAKER

OUTLET H.V.A.C.

CONTROL

DIMMER

LIGHT

SWITCH

INTERCOM

SECURITY

CONTROL

VISUAL

ALARM

PAPER TOWEL

DISPENSER

TRASH

RECEPTACLE

FIRE ALARM PULL

" M

IN 48

" M

VANITY

PAPER

TOWEL &

TRASH

RECEPTACLE

COMBO

ROOM SIGNAGE

1. LAVATORIES & SINKS - EXPOSED PIPES AND SURFACES. WATER SUPPLY AND DRAIN

PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO

PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES

UNDER LAVATORIES AND SINKS.

2. FAUCETS - LEVER OPERATED, PUSH-TYPE, AND ELECTRONICALLY CONTROLLED

MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. IF SELF CLOSING VALVES ARE

USED THE FAUCET SHALL REMAIN OPEN FOR AT LEAST TEN (10) SECONDS.

ADA MOUNTING HEIGHTS

" M

IN.

CLCL

TIO

24" MIN. 24" MIN.

DRINKING FOUNTAIN SIDE APPROACH

30" MIN.

CLCL

DRINKING FOUNTAIN FRONT APPROACH

MIN.

15"

MIN.

15"

X.24

" MA

X.19

MIN.

48"

1. DRINKING FOUNTAINS AND WATER COOLERS - SPOUT LOCATION - THE SPOUT OF THE

DRINKING FOUNTAINS AND WATER COOLERS SHALL BE AT THE FRONT OF THE UNIT AND

SHALL DIRECT THE WATER FLOW IN A TRAJECTORY THAT IS PARALLEL OR NEARLY

PARALLEL TO THE FRONT OF THE UNIT. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4

INCHES MINIMUM IN HEIGHT. THE ANGLE OF THE WATER STREAM FROM SPOUTS WITHIN

3 INCHES OF THE FRONT OF THE DRINKING FOUNTAIN SHALL BE 30 DEGREES MAXIMUM,

AND FROM SPOUTS BETWEEN 3 AND 5 INCHES FROM THE FRONT OF THE FOUNTAIN

SHALL BE 15 DEGREES MAXIMUM MEASURED HORIZONTALLY RELATIVE TO THE FRONT

FACE OF THE DRINKING FOUNTAIN.

TYPICAL DRINKING FOUNTAIN / WATER COOLER

6" MAX.

" M

IN.

" M

"-4 3"

11" MIN.

N.27

MIN.

17"-19"

CLEAR

FLOOR

SPACE

CLEAR FLOOR

SPACE

IF SPACE IS NOT

AVAILABLE ON

LATCH SIDE OF DOOR,

PLACE

ON NEAREST ADJACENT

WALL

9" 9"

MIN

18"

IF SPACE IS NOT

AVAILABLE ON

LATCH SIDE OF DOOR,

PLACE

ON NEAREST ADJACENT

WALL 9" 9"

MIN

18"

WHERE A TACTILE SIGN IS

PROVIDED AT A DOOR, THE

SIGN SHALL BE ALONGSIDE

THE DOOR AT THE LATCH

SIDE

WHERE A TACTILE SIGN IS PROVIDED AT

DOUBLE DOORS WITH ONE ACTIVE LEAF,

THE SIGN SHALL BE LOCATED ON THE

INACTIVE LEAF. WHERE A TACTILE SIGN IS

PROVIDED AT DOUBLE DOORS WITH TWO

ACTIVE LEAVES, THE SIGN SHALL BE TO

THE RIGHT OF THE RIGHT-HAND DOOR.

IF SPACE IS NOT

AVAILABLE ON

LATCH SIDE OF DOOR,

PLACE

ON NEAREST ADJACENT

WALL

9" 9"

MIN

18"

WHERE A TACTILE SIGN IS

PROVIDED AT A DOOR, THE

SIGN SHALL BE ALONGSIDE

THE DOOR AT THE LATCH

SIDE

MEN

" M

NIM

LIN

ILE

LIN

AUDITORIUM

NO FOOD

OR DRINK

" M

1/ 2"

LIN

NIM

LIN

6" 6"

" M

AXHAND DRYER

SOAP

DISPENSE

COAT HOOKS

" M

SHELF

" M

. T

O T

" M

IN.

30" MIN.

" M

IN.

CLEAR

FLOOR

SPACE

TYPICAL TOILET - FLOOR MOUNTED TANK

40"

" M

17"

12" MIN

24" MIN

36" MIN

54" MIN

42" MIN 12" MAX

" M

1-1

/2" M

" M

IN.

CL17

60" MIN.

" M

IN.

" M

IN.

" M

IN.

24"

CLEAR

FLOOR

SPACE

LEVER VALVE

PIPE

INSULATION

9" M

" M

IN.

8" MIN. KNEE CLEARANCE

6" MAX. TOE CLEARANCE11" MIN. KNEE CLEARANCE

HIG

R O F T

" M

17" MIN. TOE CLEARANCE

30" MIN.

" M

IN.

" M

19" MAX.

CLEAR

FLOOR

SPACE

LAVATORY - WALL MOUNT

HIG

R O F T

" M

6" MAX. TOE CLEARANCE

11" MIN. KNEE CLEARANCE

" M

IN.

8" MIN. KNEE CLEARANCE

E C

24"

LEVER VALVE

PIPE

INSULATION

" M

17" MIN. TOE CLEARANCE

NIM

" M

1/ 2"

FRONT APPROACH, PULL SIDE

" M

18" MIN

FRONT APPROACH, PUSH SIDE

" M

FRONT APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH

CLOSER AND LATCH

" M

12" MIN

HINGE APPROACH, PULL SIDE

" M

36" MIN

HINGE APPROACH, PULL SIDE

" M

42" MIN

" M

22" MIN

HINGE APPROACH, PUSH SIDE

" M

22" MIN

HINGE APPROACH, PUSH SIDE DOOR

PROVIDED WITH BOTH CLOSER AND

LATCH

" M

24" MIN

LATCH APPROACH, PULL SIDE

" M

24" MIN

LATCH APPROACH, PULL SIDE,

DOOR PROVIDED WITH CLOSER

" M

24" MIN

LATCH APPROACH, PUSH SIDE

" M

24" MIN

LATCH APPROACH, PUSH SIDE,

DOOR PROVIDED WITH CLOSER

PULL SIDE

" M

18" MIN

PUSH SIDE

" M

PULL SIDE

" M

12" MIN

DOOR MANEUVERING CLEARANCES

P O F E

ING

UIS

FIRE EXT.

CABINET

BACK WALLSIDE WALL

STANDARD ROLL-IN-TYPE SHOWER WITH SEAT

BACK WALL

SIDE

WALL

SEAT

WALL

CLEAR

FLOOR

SPACE

60" MIN

22" - 23"

1 1 /2"

"- 1

15" -16"

60"

" -1

CONTROL AREA

PRESSURE BALANCING

MIXING VALVE

L-SHAPED FOLD UP

SEAT

CURTAIN ROD

1-1/2" Ø GRAB

BAR

1-1/2" Ø GRAB BAR

1/2 " M

1/2" MAX.

THRESHOLD

" -3

MAX

6" 16" -27"

" M

1/2" MAX THRESHOLD

HAND SHOWER WITH HOSE 59" MIN.

THAT CAN BE USED BOTH AS A FIXED

SHOWER HEAD AND HAND HELD

" M

60" MIN

X 2 1/2" MAX

CARD READER

General Notes

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH

FEDERAL, STATE AND LOCAL OR OTHER GOVERNING BODIES'

CODES. ADDITIONALLY, WORK SHALL BE COMPLETED IN

ACCORDANCE WITH APPLICABLE INDUSTRY STANDARDS OR

GUIDELINES.

2. ALL DIMENSIONS ARE TO THE FACE OF MASONRY, FACE OF

EXISTING WALL AND/OR FACE OF NEW FRAMING UNLESS NOTED

OTHERWISE.

3. INDICATED DIMENSIONS ARE TAKEN FROM CASUAL FIELD

OBSERVATIONS AND EXISTING DRAWINGS. GENERAL

CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO

CONSTRUCTION. CONTRACTOR TO NOTIFY ARCHITECT OF ANY

DISCREPANCIES. ALL CHANGES TO THE WORK SHALL BE

APPROVED BY THE ARCHITECT AND OWNER PRIOR TO

PROCEEDING.

4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATING CONSTRUCTION EFFORTS OF ALL SUB-

CONTRACTORS. FAILURE TO ANTICIPATE CHANGES OR

MODIFICATIONS SHALL NOT BE THE BASIS FOR ADDITIONAL COST

REQUESTS.

5. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION.

6. CONTRACTOR TO PROVIDE EITHER 2x WOOD BLOCKING INFILL OR

METAL BACKING PLATES FOR THE SUPPORT OF ALL WALL

MOUNTED EQUIPMENT INCLUDING CABINETRY, TOILET

ACCESSORIES, ETC. AS REQUIRED TO ALLOW FOR PROPER

ATTACHMENT. CONTRACTOR TO FIELD VERIFY THE SCOPE OF

WORK.

7. NEW OPENINGS TO RECEIVE LINTELS. REFER TO SCHEDULE ON

S202. LARGER OPENINGS ON A101 INDICATE LINTEL TAG BELOW

OPENING SIZE.

8. REFER TO A600 SERIES DRAWINGS FOR ADDITIONAL INTERIOR

ELEVATIONS

9. ALL MATERIALS, PRODUCTS, EQUIPMENT, ETC... SHALL BE

INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.

10. AT ALL PENETRATIONS THROUGH THE WATER RESISTIVE

BARRIER USE SELF ADHERED FLASHING PER WATER RESISTIVE

BARRIER'S MANUFACTURER'S RECOMMENDATIONS.

11. BUILDING ENVELOPE SHALL BE SEALED WITH PROPER

MATERIALS INCLUDING BUT NOT LIMITED TO ALL JOINTS AND

PENTERATIONS, OPENINGS BETWEEN WINDOW AND DOOR

ASSEMBLIES AND JAMB FRAMING, UTILITY PENETRATIONS, DROP

CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE,

KNEE WALLS, WALLS, COMMON WALLS, BETWEEN DWELLING

UNITS, ATTIC ACCESS OPENINGS, RIM JOIST JUNCTIONS AND

OTHER SOURCES OF INFILTRATION.

4" OFFICE

3/8 " M

5/8

R 0' - 0 3/8"

BRAILLE

COMMUNITY

ROOM

3/8 " M

5/8

3/8

" M

5/8 " R 0' - 0 3/8"

BRAILLE

RESTROOM

INTERNATIONAL SYMBOL

OF ACCESSIBILITY

INTERNATIONAL SYMBOL

OF FEMALE

INTERNATIONAL SYMBOL

OF MALE

BRAILLE

3/8" MIN FROM EDGE3/8" MIN FROM EDGE

M 3 1

/2" M

6" M

5/8

3/8

3/8 " M

RESTROOM

INTERNATIONAL SYMBOL

OF FEMALE

INTERNATIONAL SYMBOL

OF MALE

BRAILLE

3/8" MIN FROM EDGE3/8" MIN FROM EDGE

6" M

5/8

3/8

3/8 " M

M 3 1

/2" M

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE PROPERTY OF MARTIN RILEY, INC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MARTIN RILEY, INC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

COMMISSION

NUMBER:

REVIEWED

BY:

DATE:

REVISION: DATE:

Ad dit ion an d R en ov ati on W or k f or

9/1 3/2

4 1

0:5 8:4

8 A M

\U se rs\ nd on ica \D oc um en ts\

- F ire S tat ion

- A

H_ nd on ica ma rtin

-ril ey

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rvt

SAG,BRB NPD

F23116 2024-09-16

G101

GENERAL NOTES

0 N

. W oo dla wn

A ve

Bl oo mi ng ton

, IN

Bl oo mi ng ton F

D St ati on

B loo mi ng ton F

D St ati on

3" = 1'-0"1 Sign Detail - Single Line

3" = 1'-0"2 Sign Detail - Double Line

3" = 1'-0"3 Sign Detail - Uni-sex ADA Restroom

3" = 1'-0"4 Sign Detail - Uni-sex Restroom

GENERAL:

REFER TO SPEC SECTION 10 1400 - SIGNAGE AND FINISH

LEGEND FOR MORE INFORMATION

REMARKS:

1. APPARATUS BAY ON ONE SIDE AIR LOCK OTHER SIDE

2. (4) ADHESIVE VINYL NUMBERS EACH BLACK IN COLOR 3”

HIGH VINYL NUMBERS. (1) FOR IDENTIFICATION OF

FIREFIGHTER’S ROOM. (3) FOR IDENTIFICATION OF

FIREFIGHTER’S PERSONAL LOCKER. MATCH FONT STYLE

WITH INTERIOR SIGNAGE. SEE ELEVATION 8/A611

3. PLACE SIGN CENTERED ON DOOR AT HEIGHT NOTED IN

SIGNAGE MOUNTING HEIGHT DRAWINGS BELOW

4. KITCHEN/ LIVING ON ONE SIDE, AIR LOCK ON OTHER SIDE

5. LIVING QUARTERS ON ONE SIDE, AIR LOCK ON OTHER

SIDE

Door Signage Schedule Door

Number Sign Text Sign Detail # Sign Comments

01A 1,1A,1B,1C 8/A611 REMARK 2

02A 2,2A,2B,2C 8/A611 REMARK 2

03A 3,3A,3B,3C 8/A611 REMARK 2

04A 4,4A,4B,4C 8/A611 REMARK 2

05A 5,5A,5B,5C 8/A611 REMARK 2

06A 6,6A,6B,6C 8/A611 REMARK 2

106A RESTROOM 3

108A OFFICE 1

109A DORM 1

110B STORAGE 1 REMARK 3

110C LAUNDRY 1 REMARK 3

111A KITCHEN/LIVING 2 REMARK 4

111C LIVING QUARTERS 2 REMARK 5

111D AIR LOCK 2 REMARK 1

111E AIR LOCK 2 REMARK 1

112A GEAR STORAGE 2

113A IT STORAGE 2

114A MECHANICAL 1

115A GYM 1

116A STORAGE 1

118A LAUNDRY 1

119A JANITOR 1

120A RESTROOM 4

121A RESTROOM 4

122B GYM 1

124A STORAGE 1

KEY

P5.1 - A

EXAMPLE OF STEEL STUD

WALL WITH ACOUSTICAL

BATT AND GYP TO DECK

SECTION

EXTENT OF FRAMING/FINISH:

A. STUDS/CMU TO UNDERSIDE

OF SLAB/DECK, GYP TO SLAB

B. STUDS/CMU TO SLAB/DECK,

GYP TO 4" ABOVE CEILING

C. STUDS/CMU TO CEILING GYP

TO CEILING

D. LOW WALL, SEE PLAN FOR

HEIGHT

1. REFER TO PLANS FOR PARTITION TYPE LOCATIONS.

2. PARTITIONS ENCLOSING SPACES WITH NO CEILING

SHOULD EXTEND TO UNDERSIDE OF SLAB OR

DECKING ABOVE AND INCLUDE THE PARTITION'S

TYPICAL FINISH UNLESS NOTED OTHERWISE.

3. ALL FIRE RATED PARTITION TYPES AND ASSEMBLIES

SHOULD EXTEND TO SLAB OR DECKING ABOVE IN

ACCORDANCE WITH THE APPROVED UL LISTING.

VOIDS AND PENETRATIONS SHOULD BE FIRE

STOPPED/SAFED AS REQUIRED.

4. ALL VOIDS THROUGH AND AT EDGES OF A FIRE

RATED ASSEMBLY ARE TO BE FILLED WITH A UL

APPROVED FIRE STOPPING SYSTEM

5. GYPSUM PARTITIONS AND SOFFITS SHALL HAVE

METAL CORNER BEADS.

6. CONTROL JOINTS IN GYPSUM BOARD PARTITIONS

SHOULD BE PLACED AT 30'-0" MAX.

7. ALL PARTITIONS WITH ACOUSTICAL BATTS SHALL BE

SEALED/CAULKED AT PERIMETER.

8. AT WET LOCATIONS: PROVIDE FIBERGLASS FACED

GYPSUM BOARD (MOISTURE AND MOLD RESISTANT

PANELS REQUIRED)

9. REFER TO SPEC SECTION 07 2100 FOR ACOUSTICAL

BATTS

10. REFER TO SPEC SECTION 05 400 FOR COLD FORMED

METAL FRAMING

11. REFER TO SPEC SECTION 09 2116 FOR GYPSUM

BOARD ASSEMBLIES INFORMATION

General Partition Notes:

8" CONCRETE MASONRY WITH TOOLED JOINTS.

SEE STRUCTURAL FOR REINFORCING

P1.1

SAME AS P1 EXCEPT 6" CONCRETE MASONRY

UNITS

8" CONCRETE MASONRY

UNITS. TOOLED JOINT

SECTION

PLAN

BASE - SEE ROOM

FINISH SCHEDULE

PLAN

7/8" HAT CHANNEL WITH 5/8" TYPE "X" GYPSUM

WALL BOARD ON ONE SIDE FURRED OUT

AGAINST ADJACENT PARTITION TYPE OR

EXISTING CONSTRUCTION.

2x WOOD STUD @ 16" C/C

5/8" TYPE "X" GYPSUM

WALLBOARD

BASE - SEE ROOM

FINISH SCHEDULE

SECTION

EXG WALL

BASIS OF DESIGN : UL U493

3 5/8" STEEL STUDS STAGGERED WITH (2) LAYERS

OF 5/8" TYPE "X" GYPSUM WALL BOARD ON BOTH

SIDES. FILL CAVITY WITH ACOUSTICAL INSULATION

NOTE: ALL OUTLETS/ELECTRICAL DEVICES WITHIN

THE WALL SHALL ALTERNATE STUD CAVITIES AND

RECEIVE PUTTY PADS BACKINGS

PLAN

3 1/2" ACOUSTICAL BATT.

INSULATION

2 LAYERS 5/8" TYPE "X"

GYPSUM WALLBOARD

6" STEEL BOTTOM

TRACK

3 5/8" 20 GA STEEL

STUD @ 16" C/C

SECTION

PLAN

3 5/8" STEEL STUDS WITH 5/8" TYPE "X" GYPSUM

WALL BOARD BOTH SIDES

3 5/8" 20 GA STEEL

STUD @ 16" C/C

5/8" TYPE "X" GYPSUM

WALLBOARD

BASE - SEE ROOM

FINISH SCHEDULE

SECTION

P5.1

3 5/8" STEEL STUDS WITH ACOUSTICAL BATT

INSULATION AND 5/8" TYPE "X" GYPSUM WALL

BOARD BOTH SIDES

P5.2

6" 20 GA STEEL STUDS WITH 5/8" TYPE "X"

GYPSUM WALL BOARD BOTH SIDES

P5.3

6" 20 GA STEEL STUDS WITH ACOUSTICAL BATT

INSULATION AND 5/8" TYPE "X" GYPSUM WALL

BOARD BOTH SIDES

P5.4

3 5/8" STEEL STUDS WITH 5/8" TYPE "X" GYPSUM

WALL BOARD ONE SIDE

P5.5

6" 20 GA STEEL STUDS WITH 5/8" TYPE "X"

GYPSUM WALL BOARD ONE SIDE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

COMMISSION

NUMBER:

REVIEWED

BY:

DATE:

REVISION: DATE:

Ad dit ion an d R en ov ati on W or k f or

9/1 3/2

4 1

0:5 8:5

4 A M

\U se rs\ nd on ica \D oc um en ts\

- F ire S tat ion

- A

H_ nd on ica ma rtin

-ril ey

.co m.

rvt

SAG,BRB NPD

F23116 2024-09-16

G102

GENERAL NOTES & WALL

TYPES

0 N

. W oo dla wn

A ve

Bl oo mi ng ton

, IN

Bl oo mi ng ton F

D St ati on

F2 mi ng ton F

D St ati on

1" = 1'-0"1 Partition Types

Gas

R R

W/D

PL PLPL PL PL PL PL

PLPL PL PL PL PL PL

STAGING AREA/ CONSTRUCTION PARKING

PHASE ONE

PHASE TWO

PHASE THREE

PHASE TWO

PRIORITY

LOCATION OF TEMPORARY APPARATUS STORAGE

DURING PHASE 3

ENGINE SHORE POWER WILL BE REQUIRED. PHASED

PLAN TO MAINTAIN MIN TEMPERATURE FOR

OPERATIONS OF APPARATUS

PATH INDICATED TO BE

PROTECTED/COVERED WALKWAY

FOR OWNER DURING PHASE 2

CONSTRUCTION

SECURE TEMP STORAGE OF

APPARATUS WITH SITE

FENCE/GATE. REFER TO CIVIL

DRAWINGS FOR EXTENTS OF SITE

FENCING

PHASING

GENERAL:

1. The Owner intends to occupy the building during construction. It is the responsibility of the awarded contractor(s) and Construction Manager (CMa) to provide a safe environment for occupants. All Work shall be performed in accordance with Federal, State, and Local or Other Governing Bodies' Codes.

2. During Phase One the Owner will occupy the area indicated as Phase Two and Three. The Contractor(s)/CMa is responsible for maintaining code required safe egress paths for the occupants. This includes but is not limited to, dust protection, secure/protected walkways, safety lighting, access to required equipment/apparatus, etc...

3. During Phase Two, the Owner intends to occupy the area indicated as Phase One and Three. The Contractor(s)/CMa is responsible for maintaining code required safe egress paths for the occupants. This includes but is not limited to, dust protection, secure/protected walkways, safety lighting, access to required equipment/apparatus, etc... During this phase, a temporary protected and covered path (as indicated with a red dashed line on the plan) will be required for access between north and south portions of the building.

4. During Phase Three, all of Phase One and Two should be accessible to the Owner. Apparatus will be stored in the parking lot indicated on Plan.

PHASE ONE:

Construction of the Addition to the south of the existing station. Areas indicated within the existing station to be renovated to operational levels at the completion of Phase One. Final connections, hookups, etc... may still be required in subsequent phases; however, the Owner intends to occupy Phase One after the completion of the Work in these locations.

PHASE TWO:

Construction of Southern Portion of Existing Building. Contractor(s) to put primary focus on the completion of the Restroom Facilities servicing the Addition spaces. Access provided to Owner through covered temporary path between Existing areas of Phase One and Addition areas of Phase One. Final connections, hookups, etc... may still be required in subsequent phases; however, the Owner intends to occupy Phase One after the completion of the Work in these locations.

PHASE THREE:

Construction of work within Apparatus Bay area. Temporarily the Apparatus serving Fire Station 3 will be stored in the north Parking lot.

Contractor(s) to provide engine shore power, secure fencing/gates, etc...

for this temporary storage of the Apparatus. Final connections and operational building should be turned over to the Owner for full occupancy at the completion of Phase 3.

Refer to Spec Sections (but not limited to):

01 5000 - Temporary Facilities and Controls 01 7050 - Temporary Construction Facilities - Multiple Contracts

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

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NUMBER:

REVIEWED

BY:

DATE:

REVISION: DATE:

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4 1

0:5 9:0

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NPD Weddle Bros

F23116 2024-09-16

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PHASING PLAN

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1/16" = 1'-0"1Phasing Plan

PHASE ONE

PHASE TWO

PHASE THREE

PROTECTED

COVERED PATH

1 Story Building w/ Limestone (University Station)

N . W oodlaw n A ve.

29' A sphalt (50' Platted R/W

E. 11th Street 24' Asphalt (50' Platted R/W)

E. 12th Street 24' Asphalt (50' Platted R/W)

"BRCJ"

Mag Nail Found

Rebar Found

"Bynum Fanyo" Rebar Found

M ag N ail Set

Rebar Set Mag Nail Set

Rebar Set S 89°28'13" E 121.67'(M)

S 01°00'20" E 276.26'(M

N 89°34'26" W 112.81'(M)

L1(M)

N 00°47'08" W

209.48'(R& M

05°05'35" W

64.10'(M in University Park NW Corner of Lot 120

(B)

(C)

(F)

(G)

City of Bloomington Dr. 150, Pg. 521

Total Area: 0.75 Acres

Zone: MI

Vision Holdings, LLC Instr. 2008014836

Zone: RM S 1/2 of Lots 68 & 69 University Park Add.

Trustees of Indiana University Dr. 176, Pg. 53

Zone: MI N 1/2 of Lots 68 & 69 University Park Add.

Trustees of Indiana University Instr. 2018016815

Zone: RM Lot 67 in University Park Add.

12th Street Vacation Misc. 5, Pgs. 572-575

The Indiana Railroad Company Dr. 323, Pg. 244Zone: MI

Mag Nail Found

(A) Mag Nail Found

Pinch Pipe Found (D)

Mag Nail Found (H)

"Bynum Fanyo" (E) Rebar Found

Trustees of Indiana University Dr. 105, Pg. 136

Zone: MI Lot 121 in University Park Add.

Trustees of Indiana University Dr. 142, Pg. 414

Zone: MI

"Bynum Fanyo" (I) Rebar Found

Mag Nail Set

Pt. Lot 120 in University Park Add.

High Priority Gas Line Corner Lands near Zone: MI

Dr. 118, Pg. 209 Trustees of Indiana University

810 N. Woodlawn Ave.

5.00' Offset Rebar Set in University Park SW Corner of Lot 120 Historic P.O.B.

SCALE 1" = 20'

ALTA/NSPS SURVEY

A PART OF LOT NUMBERED ONE HUNDRED AND TWENTY (120) IN

UNIVERSITY PARK ADDITION TO THE CITY OF BLOOMINGTON, INDIANA,

ALSO BEING A PART OF THE NORTHEAST QUARTER OF SECTION 33,

TOWNSHIP 9 NORTH, RANGE 1 WEST, MONROE COUNTY, INDIANA

LOCATION MAP

MAPPING

PROJECT LOCATION

PLANNING

LAND SURVEYING

05/15/24

ELD

ZHW

ZW & CD

.SH

23-216

05/15/24

2 1 O

EET

JOB TITLED

B N

U M

BER

DATE

CHECKED

DRAFTED

SURVEYED DATEBYREVISIONS

ERICDECKARD1@MSN.COM

TELEPHONE (812)961-0235

BLOOMINGTON IN. 47401

1604 S. HENDERSON STREET

DECKARD

DECKARD LAND

A PART OF SECTION 33, T9N, R1W

UNIVERSITY STATION

ALTA/NSPS SURVEY

AREA FOR COUNTY

RECORDER

BLOOMINGTON TWP.

TOWNSHIP 9 N

RANGE 1 W

SECTION 33

DEVELOPER, APPLICANT &/OR OWNER

NOAH DONICA

MARTIN RILEY ARCHITECTS-ENGINEERS

221 W. BAKER STREET

FORT WAYNE. IN 46802

NOTES:

1). "Rebar Set" indicates a 5/8" rebar with a cap stamped "Deckard".

"Mag Nail Set" indicates a mag nail with a washer stamped "Deckard".

2). Fieldwork completed December 2023.

3). Basis of bearing (State Plane-Indiana West).

4). Source of title now or formerly owned by City of Bloomington as found in Deed Record 150, Page 521 in the office of the Monroe County Recorder.

5). The subject property is located in zone "X", and does not appear to be located in a special flood hazard area, according to FHBM, Panel Number 18105C0142D dated December 17th, 2010.

6). Reference is made to the plat of University Park dated April 5th, 1893 recorded in Plat Cabinet "B", Envelope 24-25 in the office of the Monroe County Recorder.

7). Reference is made to two surveys performed by Lee Utt for Indiana Gas Company dated July 26th, 1988 and August 8th, 1988

8). Reference is made to a Location Control Route Survey performed by Steven W. Reeves (Schneider) dated May 28th, 2015 (Instr.

2015012724).

9). Reference is made to a survey performed by Charles D. Graham for Lots 64-67 in University Park dated June 8th, 2018 (Instr.

2018007628).

10). Reference is made to a survey performed by Matthew M. Knoy for Lots 70 and 71 and the north half of Lots 68 & 69 in University Park dated November 20th, 2018 (Instr. 2018015641).

11). Reference is made to survey performed by Harold L. Hart for Lots 94-95, part of Lots 96-101, and a part of Lots 108-109 in University Park dated January 24th, 2019 (Instr. 2019001520).

12).Coordinates shown hereon were obtained from GPS observations. Indiana West Zone, NAD83, State Plane Grid Coordinates, US Survey Feet. Geoid model ContinentalUS_NGS2018.

13). Coordinate data was collected using a Carlson BRX7 GPS, a Sokkia iX Robotic Total Station, and a Topcon FC-5000 Data Collector. Coordinate positions are grid north (Indiana State Plane West Zone).

14). This survey is not complete without the accompanying surveyor's report.

15). I affirm, under penalty for perjury, that I have taken responsible care to redact each Social Security Number in this document, unless required by law.

-ERIC L. DECKARD

END SECTION

CANOPY SUPPORT BEAMS

ELECTRIC METER

CLEAN OUT

LEGEND

These standard symbols will be found in the drawing.

WATER

COMMUNICATIONS

FLOW LINE

GAS LINE

FENCE

OVERHEAD UTILITY

GAS METER

MAPLE TREE

ACCESS LID

HACKBERRY TREE

OAK TREE

GUY WIRE

CATCH BASIN

LIGHT POLE

PARKING METER

STORM MANHOLE

FLAG POLE

STOPLIGHT POLE

COMMUNICATIONS MH

MAG NAIL

GAS VALVE

REBAR FOUND

UTILITY RISER

INVERTER

UTILITY POLE

POWER POLE

WATER VALVE

SIGN

FIRE HYDRANT

REBAR SET

AC UNIT

MONITORING WELL

SANITARY MANHOLE

MAG NAIL SET

MANHOLE

RECORD

MEASURED(M)

(R)

CALCULATED

AT&T RISER

HANDICAP PARKING

CABLE RISERELECTRIC BOX

IRRIGATION VALVE

GAS RISER

HOLEY MOLEY SAYS

CALL 2 WORKING DAYS BEFORE YOU DIG

CALL TOLL FREE

PER INDIANA STATE LAW IC8-1-26.

IT IS AGAINST THE LAW TO EXCAVATE

WITHOUT NOTIFYING THE UNDERGROUND

LOCATION SERVICE TWO (2) WORKING

DAYS BEFORE COMMENCING WORK.

ADA WARNING STRIP

Line Table

LINE BEARING DISTANCE

L1 N 58°06'46" W 6.06' L2 N 89°34'26" W 19.19' L3 S 89°28'13" E 10.33' L4 S 89°28'13" E 44.26' L5 N 01°00'15" W 37.91' L6 S 89°26'33" W 5.73'

CHERRY TREE

WATER METER

SETBACK TABLE

Front - 15 Feet Side - 10 Feet Rear - 10 Feet

ZONE: MIXED-USE INSTITUTIONAL (MI)

Front Parking Setback (Minimum) - 20 Feet behind the primary structure's front building wall

Impervious surface coverage (Maximum) - 60% Landscape Area (Minimum) - 40% Primary Structure Height (Maximum) - 4 Stories, not to exceed 50 Feet Accessory Structure Height (Maximum) - 30 Feet

STORMWATER

STORM CASTING N INVERT

1 Manhole

E INVERT S INVERT

825.25' 12" Conc. N/A

W INVERT

STORM INVERTS

Manhole

828.05' N/A 825.15' 12" Conc.

827.28' 824.08' 12" Conc. 824.18' 12" Conc.

Curb Inlet 829.46' 827.06' 12" Conc.N/A

Curb Inlet 826.65' 12" Conc.829.25'5 N/A Curb Inlet 828.89' 826.49' 12" Conc. N/A826.39' 12" Conc.6 Curb Inlet 820.34' 24" CPP828.24' 820.44' 12" PVC 825.74' 12" Conc. N/A

Curb Inlet 829.08' 826.96' 12" Conc.N/A 821.28' 12" PVC N/A N/A

SAN. CASTING N INVERT

1 Manhole

E INVERT S INVERT W INVERT

SANITARY INVERTS

Manhole

819.62' N/A 827.74' 823.34' 8" Clay823.54' 8" PVC

Manhole 832.09' N/A 4 Manhole 833.11' 828.11' 8" PVCN/A829.71' 4" PVC

826.99' 8" Clay 826.89' 8" Clay

N/A814.42' 8" Clay 814.32' 8" ClayN/A N/A N/A N/A

N/A N/A

N/A N/A N/A N/A

30' 29'

19'

17.26'

TDE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

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NUMBER:

REVIEWED

BY:

DATE:

REVISION: DATE:

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CAS

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Demolition Plan 1" = 20'

C101

DEMOLITION PLAN

- ASPHALT PAVEMENT REMOVAL

- CONCRETE PAVEMENT REMOVAL

- EXISTING FENCING/ GATES TO BE REMOVED

LEGEND:

Typical Site Demolition Notes

1. REMOVE CONCRETE WALK, SAWCUT TO EXG EJ OR CJ.

2. REMOVE ASPHALT IN ITS ENTIRETY.

3. CLEARING AND GRUBBING, TOPSOIL REMOVAL. PREP FOR

NEW WORK - SEE ARCH/STR FOR EXTENTS.

4. EMPLOYEE PARKING SIGNS TO BE RELOCATED, SEE C200.

5. DISCONNECT/REMOVE EXISTING WATER SERVICE,

COORDINATE WITH CITY OF BLOOMINGTON UTILITIES.

6. REMOVE PORTION OF EXISTING SANITARY, SEE C400 FOR

RECONNECTION POINT.

7. NATURAL GAS GENERATOR LOCATION - DISCONNECT AND

COORDINATE REMOVAL WITH OWNER.

8. REMOVE FENCING.

9. SAFE PLACE SIGN TO BE RELOCATED, SEE C200.

10. DISCONNECT/REMOVE AC UNIT.

11. STUB & CAP EXISTING GAS SERVICE.

12. REMOVE ABANDONED GAS PIPE TO AVOID FUTURE

CONFLICTS.

13. REMOVE HORSESHOE BACKSTOP AND PINS.

14. REMOVE RETAINING WALL IN ITS ENTIRETY.

15. CONCRETE CURB REMOVAL, SAWCUT TO EXG EJ OR CJ.

16. REMOVE LIGHT POLE AND OVERHEAD WIRE. CONTRACTOR TO

COORDINATE WITH UTILITY.

17. REMOVE FLAGPOLE.

Note: ALL DEMOLISHED MATERIAL FROM CONSTRUCTION

ACTIVITIES SHALL BE REMOVED OFF-SITE AND DISPOSED OF IN

A LEGAL MANNER.

General Demoiltion Notes

See specification 024100 for additional information

1. LITTERING STREETS- THE CONTRACTOR SHALL REMOVE ANY

DEMOLITION DEBRIS OR MUD FROM ANY STREET, ALLEY, RIGHT OF WAY

RESULTING FROM THE EXECUTION OF THE DEMOLITION WORK.

LITTERING OF THE SITE SHALL NOT BE PERMITTED. ALL WASTE

MATERIALS SHALL BE PROMPTLY REMOVED FROM THE SITE.

2. STREET CLOSURES- IF IT SHOULD BECOME NECESSARY TO

CLOSE ANY TRAFFIC OR PARKING LANES, CONTRACTOR SHALL BE

RESPONSIBLE TO ACQUIRE NECESSARY PERMITS AND PLACE

ADEQUATE BARRICADES AND WARNING SIGNS AS REQUIRED BY THE

CITY OF BLOOMINGTON and/or MONROE COUNTY. STREET OR LANE

CLOSURES SHALL BE COORDINATED WITH THE APPROPRIATE

JURISDICTIONAL AUTHORITY.

3. GENERAL PROTECTION- WHERE APPLICABLE

A. SIDEWALKS- THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ANY DAMAGE TO PUBLIC SIDEWALKS, IF SCHEDULED TO REMAIN,

ABUTTING OR ADJACENT TO THE PROJECT SITE. REPAIR OR

REPLACEMENT IS THE RESPONSIBILITY OF THE CONTRACTOR AND

SHALL BE CONSIDERED INCIDENTAL TO THE WORK (REPLACEMENT

PER THE CITY OF BLOOMINGTON and/or MONROE COUNTY

STANDARDS).

B. PEDESTRIAN ACCESS/ VEHICULAR TRAFFIC- IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO PLACE AND CONSTRUCT

NECESSARY WARNING SIGNS, BARRICADES FENCING OR

TEMPORARY ACCESS AS DIRECTED BY OWNER OR LOCAL

AUTHORITY.

C. DEMOLITION HOURS- CONTRACTOR SHALL COMPLY WITH ANY

RESTRICTIONS TO WORKING HOURS AS DIRECTED BY LOCAL

AUTHORITY.

D. NOISE POLLUTION- ALL CONSTRUCTION EQUIPMENT SHALL BE IN

GOOD REPAIR AND ADEQUATELY MUFFLED, OR AS DIRECTED BY

LOCAL AUTHORITY

E. DUST CONTROL- THE CONTRACTOR SHALL TAKE APPROPRIATE

ACTIONS TO MINIMIZE ATMOSPHERIC POLLUTION. SUCH

PRECAUTIONS SHALL INCLUDE, BUT NOT LIMITED TO, USE OF WATER

OR CHEMICALS FOR DUST CONTROL IN THE DEMOLITION OF

BUILDING STRUCTURES, PAVING OR CLEARING OF LAND AND AS

REQUIRED BY LOCAL AUTHORITY. OPEN-BODY TRUCKS LIKELY OF

CREATING AIRBORNE DUSTS SHALL BE COVERED.

4. REQUIREMENTS FOR THE REDUCTIONS OF FIRE HAZARDS- THE

CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING AND MAINTAINING

THE CORRECT TYPE AND CLASS OF FIRE EXTINGUISHER ON SITE. NO

MATERIAL OBSTRUCTIONS OR DEBRIS SHALL BE PLACED OR ALLOWED

TO ACCUMULATE WITHIN 15 FEET OF ANY FIRE HYDRANT.

5. PROTECTION OF PUBLIC UTILITIES- THE CONTRACTOR SHALL

NOT DAMAGE EXISTING FIRE HYDRANTS, TRAFFIC SIGNALS, POWER

POLES, TELEPHONE POLES, FIRE ALARM BOXES, WIRE CABLES AND/ OR

UNDERGROUND UTILITIES TO REMAIN OR OTHER APPURTENANCES IN

THE VICINITY OF THE SITE.

6. PROTECTION OF ADJACENT PROPERTIES- THE CONTRACTOR

SHALL NOT DAMAGE OR CAUSE TO BE DAMAGED ANY PUBLIC RIGHT-OF

WAY, STRUCTURES, PARKING LOTS, DRIVES, STREETS, SIDEWALKS,

UTILITIES, LAWNS OR ANY OTHER PROPERTY ADJACENT TO THE

PROJECT SITE.

7. GENERAL DEMOLITION NOTE- THE CONTRACTOR SHALL ACCEPT

THE SITE IN ITS PRESENT CONDITION AND SHALL INSPECT THE SITE FOR

ITS CHARACTER AND THE TYPE OF IMPROVEMENTS TO BE DEMOLISHED.

THE DEMOLITION LIMITS SHALL BE RELEASED TO THE CONTRACTOR

UPON AWARD OF CONTRACT AND NOTICE TO PROCEED. THE

CONTRACTOR SHALL HAVE FULL CONTROL OF DEMOLITION PROGRESS

AND CLEARANCE OF THE SITE, SUBJECT TO THE PROJECT MANUAL AND

SPECIFICATIONS.

E 11TH ST

- TOPSOIL REMOVAL

N W

BLOOMINGTON

FIRE STATION 3

810 N WOODLAWN AVE

SHED

TO REMAIN

EXISTING

CONCRETE

EXISTING CONCRETE

EXISTING

CONCRETE

EXISTING CONCRETE

TO REMAIN

EXISTING GAS SERVICE

LOCATION APPROXIMATE

FIELD VERIFY

TO REMAIN

- CONCRETE RETAINING WALL REMOVAL

2 - CONCRETE CURB REMOVAL

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING WATER LINE

EXISTING IU COMM LINES

EXISTING OVERHEAD LINES

RETAINING WALL

G W

RETAINING WALL

G W

RIGHT OF WAY

PROPERTY LINES

EXISTING GAS LINE

- TEMPORARY PERIMETER FENCE

TEMP GRAVEL PARKING

AND STAGING AREA

EXISTING

ASPHALT

I.U. GEOLOGICAL

MATERIALS TESTING

915 E 11TH STREET

EXG

GARAGE

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89'

26'

44'

10' SETBACK

15'

SETBACK

10'

SETBACK

10' SETBACK

20'

6' 8'

9' 34'

18'

42'

18'

3' 4'

13'

10'

16'20'

TDE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

COMMISSION

NUMBER:

REVIEWED

BY:

DATE:

REVISION: DATE:

Ad dit ion an d R en ov ati on W or k f or

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Site Layout Plan 1" = 20'

C200

SITE LAYOUT PLAN

General Construction Notes

1. PREPARE EXISTING/ ADJACENT PRIOR TO NEW PLACEMENT.

2. ASPHALT PAVEMENT- SEE DETAIL 1/C800 .

3. ASPHALT PAVEMENT PATCH - SEE DETAIL 7/C800.

4. LANDSCAPING STONE - REFER TO SPEC SECTION 32 1413.

5. CONCRETE WALK- TYPICAL OR FLUSH WITH ADJACENT. - SEE DETAIL

2/C800.

6. CONCRETE PATIO - SEE STRUCTURAL SHEETS.

7. GENERATOR CONCRETE PAD - SEE STRUCTURAL SHEETS.

8. NEW LIGHT POLE - SEE ELECTRICAL SHEETS.

9. HANDICAP PARKING SIGN W/ VAN ACCESSIBLE IDENTIFICATION SIGN

BELOW. INFORMATIONAL OR DIRECTIONAL SIGN AND SIGNPOST. -

SEE DETAIL 3/C800.

10. PAVEMENT MARKING, TYPICAL STRIPING- 4" SOLID, PAINTED.

11. PAVEMENT MARKING, STRIPED ACCESSIBLE AISLE-

4" SOLID, PAINTED- PERIMETER W/ 2' O.C. DIAGONAL INTERNAL.

12. PAVEMENT MARKING, HC SYMBOL- PAINTED. - SEE DETAIL 4/C800.

13. PROTECT EXISTING ADJACENT IMPROVEMENTS AND

INFRASTRUCTURE TO REMAIN.

14. RESTORE AND GRASS SEED ALL DISTURBED AREAS.

15. RELOCATED EMPLOYEE PARKING SIGN.

16. TRASH ENCLOSURE - SEE DETAIL 6/C800.

17. FIRE LINE VAULT- SEE DETAIL 11/C800.

18. MULCH LANDSCAPING BED - SEE SHEET L100.

19. 24" x 24" STONE PAVERS - SEE DETAIL 10/C800.

20. REMOVE OLD SEALANT AND BACKER ROD, CLEAN SURFACE WITH

SOLVENT, APPLY PRIMER AND INSERT NEW BACKER ROD, APPLY

NEW SEALANT AND SHAPE, BASIS OF DESIGN: SIKAFLEX 1A

POLYURETHANE , GRAY .

21. BIKE RACKS, 3 HOOPS / 6 BIKE CAPACITY, BLACK POWDER COATED,

SURFACE MOUNTED, BASIS OF DESIGN: ROCKYMOUNTS POSTUP

BLACK.

22. CONCRETE STOOP - SEE STRUCTURAL SHEETS.

23. CONCRETE RETAINING WALL - SEE DETAIL 4/C300.

24. RELOCATED SAFE SPACE SIGN.

25. CONCRETE TRANSFORMER PAD.

26. PROPOSED 30' FLAGPOLE - SEE DETAIL 13/C800.

REFER TO ELECTRICAL FOR NEW LIGHT FIXTURE.

27. RAMP HANDRAIL - SEE DETAIL THIS SHEET.

28. CONCRETE WALK- CURBFACE - SEE DETAIL 9/C800.

Typical Site Work Description Notes_

1. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH STATE,

COUNTY AND LOCAL CODES INCLUDING ALL AMENDMENTS.

2. ALL PERMITTING FEES SHALL BE PAID FOR BY THE CONTRACTOR.

3. CONTRACTOR SHALL PROTECT ALL ADJACENT IMPROVEMENTS,

BUILDINGS, INFRASTRUCTURE, PAVEMENTS, PAVEMENT MARKINGS,

WALKS, GRASS, ETC DURING DEMOLITION AND CONSTRUCTION

ACTIVITIES. ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES

SHALL BE REPAIRED/ REPLACED BY THE CONTRACTOR AT NO

ADDITIONAL COST.

4. PRIOR TO THE START OF CONSTRUCTION ACTIVITIES, THE

CONTRACTOR SHALL PLACE APPROPRIATE EROSION CONTROL

MEASURES TO ENSURE NO SEDIMENT LEAVES THE SITE OR ENTERS

ON-SITE OR PUBLIC STORM SYSTEMS (SEE C900).

5. CONTRACTOR TO MATCH CONSTRUCTION LIMITS TO EXISTING

GRADES AND PROVIDE POSITIVE DRAINAGE TO EXISTING DRAINAGE

PATHS/ SYSTEMS.

6. CONTRACTOR SHALL ADJUST ALL CASTINGS TO GRADE WITHIN OR

ADJACENT TO THE WORK.

7. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS BY PLACING

TOPSOIL, IF REQUIRED, GRADING TO ESTABLISH POSITIVE DRAINAGE,

SEEDING AND MULCH.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL

TRADES, LOCAL /COUNTY JURISDICTIONS AND UTILITIES.

STANDARD DUTY ASPHALT SECTION

CONCRETE PAVEMENT SECTION

GRASS SEED

E 11TH ST

(ASPHALT)

N W

GRAVEL PAVEMENT / LANDSCAPE STONE

BLOOMINGTON

FIRE STATION 3

810 N WOODLAWN AVE

EXG

SHED

3.82'5'5'

MULCH / LANDSCAPE BED

EXISTING

CONCRETE

EXISTING CONCRETE

EXISTING

CONCRETE

EXISTING CONCRETE

PROPOSED SEALANT

TYP.

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING WATER LINE

EXISTING IU COMM LINES

EXISTING OVERHEAD LINES

PROPOSED SANITARY SEWER

PROPOSED WATER LINE

PROPOSED UG ELEC LINE

RIGHT OF WAY

PROPERTY LINES

EXISTING GAS LINE

PROPOSED GAS LINE

EXISTING

ASPHALT

I.U. GEOLOGICAL

MATERIALS TESTING

915 E 11TH STREET

EXG

GARAGE

TYP.

Handrail Detail

NTS 2

NOTE:

1) RAMP HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR

12 INCHES (305 MM) MINIMUM BEYOND THE TOP AND BOTTOM OF RAMP RUNS.

2) EXTENSIONS SHALL RETURN TO POST OF RAMP RUN.

3) ALL HANDRAILS ARE TO BE GALVANIZED STEEL.

THICKENED EDGE @ RAIL POST

NOTE:

INSTALL STEEL RAIL SYSTEMS USING

'THE WAGNER COMPANIES'

EMBEDDED MOUNT 'EZ SLEEVE' SET

INTO PLACE USING 'KWIXSET' ANCHOR

CEMENT OR EQUAL. GROUT AND MOUND JOINT

- INSTALL STEEL COVER FLANGE AT EACH LOCATION

Post Detail

STEEL PIPE 1 1/4" SCH 80 (POSTS)

STEEL PIPE 1 1/4" SCH 80 (RAILS)

L-

NOTE: ALL HANDRAILS TO RETURN TO

THE ADJACENT WALL OR RAIL

STEEL PIPE 1 1/4" SCH 40 (HANDRAIL)

W/ STEEL BAR 1" RND. (BRACKET)

12" MIN.

8'-0" SPACING MAX.

Handrail Profile

EXISTING

RET. WALL EXISTING

RET. WALL

EXISTING

RET. WALL

EXISTING

RET. WALL

11'

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STR. 102

EX CURB & GUTTER INLET

RIM: 829.25

S INV OUT:826.65 12" HDPE

STR. 100

EX CURB & GUTTER INLET

RIM: 829.46

SW INV OUT:827.06 12" HDPE

STR. 101

EX CURB & GUTTER INLET

RIM: 829.08

NE INV:826.96 12" HDPE

S INV OUT:821.28 12" HDPE

STR. 103

EX CURB & GUTTER INLET

RIM: 828.89

N INV:826.49 12" HDPE

SW INV OUT:826.39 12" HDPE

STR. 104

EX CURB & GUTTER INLET

RIM: 828.24

NE INV:825.74 12" HDPE

N INV:820.44 12" HDPE

STR. 716

STR. 715

7 83

8 83

EC 836.75EC 836.61

EC 836.61 EC 836.75

GR 836.8

GR 836.8 GR 836.2

GR 835.5

EC 836.75

EC 836.61

EP/EC 836.39

GR 835.9

GR 834.8

EP 834.96 EP 837.82

836.45

EP/EC 834.64

EP 836.37

EC 836.76

EC 836.87

EC 836.60

EC 836.45

EC 836.43

EC 836.75

EC 838.25EC 838.25EC 838.25EC 838.25 GR 839.4

GR 838.2

GR 838.6

GR 836.9

GR 837.0

GR 837.8

EP/EC 836.39

EP/EC 836.17

-1 .50

-4

.00

EP 836.17

EP 835.15

EP 835.69

EC 836.63

EC 836.84

12'

-1.00%

-1 .10

% -1.00%

GR 836.6GR 834.7

837 83

EC 836.63

EC 836.54

EC 836.59

EC 836.54

GR 835.9

GR 833.6

-1.40%

-1 .00

Ret Wall Profile

9+60 10+00

EXISTING GRADE

EXISTING SIDEWALK

SIDEWALK GRADE AT BASE OF WALL

6" GRANULAR LEVELING PAD

20"x20" COLUMN

BEGIN TOP OF WALL9+68.46

836.06

END

TOP OF WALL9+88.46

836.06

BASE OF WALL 9+79.13

833.73

BASE OF WALL 9+72.46

834.23

BASE OF WALL 9+68.46

834.73

-8.30%

EP 836.17

EC 836.76

TW 836.06

EC 834.26

EC 835.65

EC 834.26

-1.02%

TC 836.67

FFE 836.87

TW 836.06

-4.95%

-1 .00

6 EC 836.22

EP/EC 836.17

EC 836.22

EC 836.72

EP/EC 836.17

EP 836.17

TC 836.67

-1 .00

EC 836.72

EC 836.67

TW 836.06

TDE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

COMMISSION

NUMBER:

REVIEWED

BY:

DATE:

REVISION: DATE:

Ad dit ion an d R en ov ati on W or k f or

CAS

F23116 2024-08-14

0 N

W oo dla wn

A ve

Bl oo mi ng ton

, IN

Bl oo mi ng ton F

D St ati on

Grading Plan 1" = 20'

C300

GRADING PLAN

1. FIELD VERIFY ELEVATION OF OUTLET PIPE AT PROPOSED

CONNECTION POINT PRIOR TO ORDERING STRUCTURES

AND PIPE. NOTIFY ENGINEER OF ANY DISCREPANCIES

FOUND.

2. SLOPE FOR BANKS OF SWALES AND BASIN NOT TO EXCEED

4:1 UNLESS OTHERWISE NOTED.

3. ALL GRADE SWALES ARE TO HAVE A 2 FOOT WIDE FLAT

BOTTOM SECTION .

General Grading and Drainage Notes

XX.X PROPOSED SPOT ELEVATION

XX.XX EXISTING SPOT ELEVATION

E 11TH ST

N W

STANDARD DUTY ASPHALT SECTION

CONCRETE PAVEMENT SECTION

GRASS SEED

GRAVEL PAVEMENT / LANDSCAPE STONE

BLOOMINGTON

FIRE STATION 3

810 N WOODLAWN AVE

836.87 FFE

NEW CONSTRUCTION

MATCH EXISTING FFE

EXISTING

CONCRETE

EXISTING CONCRETE

EXISTING

CONCRETE

EXISTING CONCRETE

EXG

SHED

MULCH / LANDSCAPE BED

NOTE:

RAMP SLOPE DESIGNED AT MAX 8.30%, FIELD VERIFY

ELEVATIONS CANNOT EXCEED 5% MAX

Retaining Wall Profile 1" = 5'2

EXISTING MAJOR CONTOUR

PROPOSED MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MINOR CONTOURXXX

XXX

PROPOSED SEALANT

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING WATER LINE

EXISTING IU COMM LINES

EXISTING OVERHEAD LINES

PROPOSED SANITARY SEWER

PROPOSED WATER LINE

PROPOSED UG ELEC LINE

RIGHT OF WAY

PROPERTY LINES

EXISTING GAS LINE

PROPOSED GAS LINE

Enlarged Grading Plan 1" = 10'3

EXISTING

ASPHALT

I.U. GEOLOGICAL

MATERIALS TESTING

915 E 11TH STREET

EXG

GARAGE

EC EDGE OF CONCRETE

EP EDGE OF PAVEMENT

GR GROUND

TW TOP OF WALL

SW EDGE OF SIDEWALK

Retaining Wall Section

NTS4

SEE ENLARGED GRADING PLAN 3/C300

N W

CONCRETE SIDEWALK/

RAMP SURFACE

EXPANSION JOINT

MODULAR RETAINING WALL BASIS

OF DESIGN: VERSA-LOK STANDARD

MODULAR CONCRETE UNITS

MIN. 6" TOPSOIL

GRAVEL BACKFILL LAYER

12" THICK BEHIND WALL,

4" DIA. DRAIN PIPE

OUTLET @ WEST END OF WALL

ADJACENT TO COLUMN

GRANULAR LEVELING PAD

MIN. 6" THICK

CAP UNIT ADHERES TO TOP UNIT

W/ VERSA-LOK CONCRETE ADHESIVE

Retaining Wall Drain

NTS5

4" PERF DRAIN PIPE

DRAINAGE AGGREGATE

OPEN JOINT

EDGE OF 20"x 20"

COLUMN

SWALE FLOWLINE

20"x20" Column

NTS6

GRANULAR LEVELING PAD

MIN. 6" THICK

NOTES:

· BASIS OF DESIGN: VERSA-LOK 20" x20" COLUMN

· MATERIAL TO MATCH ADJACENT RETAINING WALL

· COLUMN TO BE INSTALLED FLUSH WITH FACE OF EXISTING

CONCRETE RETAINING WALL.

· MAY USE PRECAST CONCRETE PAD IN PLACE OF GRANULAR

LEVELING PAD

ADHERE UNITS TOGETHER USING

VERSA-LOK CONCRETE ADHESIVE

ADHERE STONE, PRECAST

CONCRETE, OR VERSA-LOK

CAP UNITS W/ VERSA-LOK

CONCRETE ADHESIVE

UNDISTURBED SOIL

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7 83

8 83

19'

30° BEND

34' OF 6" FIRE

WATER SERVICE

6" 60° BEND

6" 90° BEND

2" 90° BEND

60' OF FIRE SERVICE

140' OF 2" DOMESTIC

WATER SERVICE

6" TAPPING TEE

DIESEL

GENERATOR

FIELD VERIFY

EX WATER SERVICE

AND SIZE

STR. 28

6" WYE W/ CLEANOUT

RIM:833.68

INV IN:833.14 6"

EXIST. 6" SEWER SERVICE

LOCATION APPROXIMATE

EXIST. 6" SEWER SERVICE

CUT AND PLUG SEE DEMOLITION PLAN

10' of 6" PVC @ 0.60%

6" 30° BEND

5' of 6" PVC @ 0.60%

STR. 24

6" DOUBLE CLEANOUT

RIM:834.44

INV IN:833.90 6"

INV OUT:833.90 6"

STR. 22

6" DOUBLE CLEANOUT

RIM:836.10

INV IN:834.06 6"

INV OUT:834.06 6"

5' of 6" PVC @ 0.60%

STR. 102

STR. 100

STR. 101

STR. 103

12" HDPE

" H

STR. 716

EX SAN MH

RIM:832.09

INV IN:826.89 8" PVC

INV OUT:826.99 8" PVC

STR. 715

EX SAN MH

RIM:827.74

INV IN:823.34 8" PVC

INV OUT:823.54 8" VCP

6" PVC 6"

8" PVC

8" VCP 8" PVC8" PVC

74' of 6" PVC @ 0.60%

6" TEE

MAINTAIN EXISTING OVERHEAD

CONNECTION

30° BEND

29' OF 6" FIRE SERVICE

33' OF 6" FIRE SERVICE

UNDERGROUND ELEC FOR

TRANSFORMER

STR. 21

6" WYE W/ CLEANOUT

RIM:834.73

INV IN:834.19 6" PVC

INV OUT:834.19 6" PVC

5' of 6" PVC @ 0.60%

STR. 20

6" DOUBLE CLEANOUT

RIM:834.76

INV IN:834.22 6" PVC

INV OUT:834.22 6" PVC

5' of 6" PVC @ 0.60%

26' of 6" PVC @ 0.60%

38' of 6" PVC @ 0.60%

27' of 6" PVC @ 0.60%

EXISTING GAS SERVICE

LOCATION APPROXIMATE

FIELD VERIFY

3/4" GAS PIPE

TAP INTO EXISTING

STUBBED SERVICE

INSTALL VALVE AND

CAPPED STUB-OUT

FOR CONNECTION TO

OWNER-FURNISHED GRILL

FIRE VAULT

- SEE DETAIL

9/C800

R6'

2" DOMESTIC WATER

SERVICE CONNECTION

FIELD VERIFY AND

PROTECT IU

COMMUNICATIONS

LINE

1' FIELD VERIFY AND

PROTECT IU

COMMUNICATIONS

LINE

PADMOUNT

TRANSFORMER

EXISTING GAS METER

WATER LINES TO BE BORED UNDER

CURB, SIDEWALK, AND RETAINING WALL

NEW ELEC. METER

NEW LIGHT POLE

NEW LIGHT

FIXTURE

UNDERGROUND ELEC FOR

BUILDING

TDE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

COMMISSION

NUMBER:

REVIEWED

BY:

DATE:

REVISION: DATE:

Ad dit ion an d R en ov ati on W or k f or

CAS

F23116 2024-08-14

0 N

W oo dla wn

A ve

Bl oo mi ng ton

, IN

Bl oo mi ng ton F

D St ati on

Utility Plan

1" = 20'

C400

UTILITY PLAN

General Construction Notes

1. ALL CBU WATER, SANITARY SEWER, AND STORM WATER

INFRASTRUCTURE, ASSEMBLIES, AND DEVICES ARE TO BE INSTALLED,

TESTED, AND INSPECTED PER CBU STANDARD DETAILS AND

SPECIFICATIONS. REFER TO CBU'S DESIGN STANDARDS MANUAL AND

CONSTRUCTION SPECIFICATIONS.

2. CONTRACTOR IS TO CONTACT CBU UTILITIES TECHNICIAN

((812)349-3676) PRIOR TO START OF CONSTRUCTION TO SCHEDULE A

PRE-CONSTRUCTION MEETING.

E 11TH ST

(ASPHALT)

N W

BLOOMINGTON

FIRE STATION 3

810 N WOODLAWN AVE

STANDARD DUTY ASPHALT SECTION

CONCRETE PAVEMENT SECTION

GRASS SEED

GRAVEL PAVEMENT / LANDSCAPE STONE

EXG

SHED

EXISTING

CONCRETE

EXISTING CONCRETE

EXISTING

CONCRETE

EXISTING CONCRETE

MULCH / LANDSCAPE BED

NOTE:

- ALL 6" FIRE SERVICE PIPES ARE AWWA C900 PVC

- ALL 2" WATER SERVICE PIPES ARE SDR-21 PVC (PR200)

EXISTING MAJOR CONTOUR

PROPOSED MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MINOR CONTOURXXX

XXX

PROPOSED SEALANT

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING WATER LINE

EXISTING IU COMM LINES

EXISTING OVERHEAD LINES

PROPOSED SANITARY SEWER

PROPOSED WATER LINE

PROPOSED UG ELEC LINE

RIGHT OF WAY

PROPERTY LINES

EXISTING GAS LINE

PROPOSED GAS LINE

EXISTING

ASPHALT

I.U. GEOLOGICAL

MATERIALS TESTING

915 E 11TH STREET

EXG

GARAGE

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