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August 4, 2017 Architectural Project #1702 Springhill & Canal Development ADDENDUM NO. 3 PROJECT: Springhill & Canal Development (1950 E. Springhill Drive, Terre Haute, IN 47802) THIS LETTER CONSTITUTES ADDENDUM NO. 3 The information contained in this Addendum shall become a part of the basic plans and specifications, the same as is originally incorporated therein. The original plans and specifications shall remain in their entirety, except as modified by the Addendum. The items herein shall supersede information in each specifications and plans. The Addendum shall be acknowledged by signing on page 2 of 3 of the Bid Form. Failure to do so shall be cause for rejection of your bid. The proposed contract documents for this work are modified as follows: Item #1 Under Tanks & Tank Equipment, remove “3. Excavate OSHA Approved tank holes

to accommodate (1) 2,000 gallon water oil separator tank.” from Fuel System Bid Requirements.

Item #2 All sills are to be brick rowlock, disregard any notation about concrete sills. Item #3 Concrete entrances have been revised on Sheet T-1 of the Architectural

Drawings and Sheet C3 of the Civil Drawings. Item #4 Additional costs due to winter conditions are not to be included in any of the bid

packages.

PL

BUILDING

ONE STORY

5,880 SQFT

PL

25'-0"

EASEMENT

FUTURE

BUILDING

ONE STORY

7,500 SQFT

C

A

N

A

L

SPRINGHILL

DRIVE

THRU

25' TALL SIGN

LIGHTING BY

OWNER

FUEL

DISPENSING

ISLANDS &

OVERHEAD

CANOPY

BY FUEL

EQUIPMENT

CONTRACTOR

PL

PL

PL

PL

PL

TRANSFORMER

5' SIDEWALK

5' S

ID

EW

AL

K

6' S

ID

EW

AL

K

12

'-4

"

20'-0"

10

'-0

"

24'-0"

12

2'-0

"

38'-0"50'-0"

31

'-0

"

18

'-0

"

11

6'-0

"

8"

20

'-0

"1

8'-0

"5

'-0

"

4" CONCRETE

ASPHALT

9'-0"

9'-0"

50'-0"

15

0'-0

"

AIR

GRAVEL

25

'-0

"+

/-

22

'-7

5 8

"

SHELL-BLDG

(RESTAURANT)

1,775 SQFT

MINI MART

4,105 SQFT

FUTURE ATM

(PROVIDE 2" CONDUIT

FROM BUILDING IN

PHASE 1)

GRAVEL

6'-0"

3'-0

"

10

'-0

"3

4'-0

"3

4'-0

"3

4'-0

"1

0'-0

"

6" B

OLLA

RD

S

SITE

LIGHTING

CONC. PICNIC AREA

GRASS

GRASS

1" CONDUIT FOR

FUTURE SITE

LIGHTING

SITE

LIGHTING

GRASS

2

1

'

-

1

0

7

1

6

"

CONC. @

FUELING

AREA BY

FUEL

EQUIPMENT

CONTRACTOR

(see bidding

requirements)

15,0

00ga

l 1co

mp

UNDE

RGRO

UND

TAN

K12

,000

gal 2

com

p

UNDE

RGRO

UND

TAN

K

CONC. @

FUEL TANKS

BY FUEL

EQUIPMENT

CONTRACTOR

(see bidding

requirements)

SITE

LIGHTING

6" CONCRETE

REINFORCED

2

A-2

6" BOLLARDS

52'-6"

20

4'-4

"

8" CONCRETE

REINFORCED

06/13/2017 DMC

1702

DS

SPRINGHILL & CANAL DEVELOPMENT1950 E. SPRINGHILL DRIVE

Description Date

REVISIONS

No.

COPYRIGHT 2017

BID SET 07/07/2017

ADDENDA 2 08/02/20171

ADDENDA 3 08/03/20172 TITLE SHEET & SITE PLAN

T-1

1/8" = 1'-0"

INDEX TO ARCHITECTURAL DRAWINGS :

SYMBOLS

ELEVATIONS

TITLE SHEET & SITE PLAN

FOUNDATION PLAN & DETAILS

FLOOR PLAN, FINISH SCHEDULE, INT. & EXT. FINISHES

A-3

A-4

A-2

A-1

T-1

A-5

SECTIONS & INTERIOR ELEVATION

ROOF PLAN & PLATFORM FRAMING PLAN

ELECTRICAL PLAN

E-1

MECHANICAL ROOF PLAN & MECHANICAL PLANM-1

LIGHTING PLAN

E-2

PLUMBING PLANP-1

ARCHITECTURAL NOTES:

1. ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE RULES AND REGULATIONS OF THE INDIANA STATE BUILDING COMMISSION AND ALL OTHER

APPLICABLE STATE AND LOCAL RULES AND REGULATIONS. THE CONTRACTOR AND SUB CONTRACTORS SHALL PERFORM THEIR WORK IN SUCH A MANNER AS TO BE IN

COMPLIANCE WITH ALL APPLICABLE RULES AND SHALL BRING ANY DISCREPANCIES OR CONFLICTS TO ANY RULES, PLANS, OR SPECIFICATIONS TO THE ATTENTION OF

THE ARCHITECT.

2. DIMENSIONS ARE FROM FACE OF MASONRY OR STUDS TO THE FACE OF MASONRY OR STUDS. USE THE STRUCTURAL DIMENSIONS WHERE POSSIBLE. DO NOT

SCALE THE DRAWINGS.

3. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE AND LOCAL CODES AND THE PROTECTION OF PUBLIC STRUCTURES AND RIGHT OF WAYS.

THE CONTRACTOR SHALL ALSO OBTAIN ALL LOCAL CONSTRUCTION & CONNECTION PERMITS THAT MAY BE REQUIRED FOR THE WORK.

4. THE CONTRACTOR IS TO VERIFY AND CHECK ALL DIMENSIONS, THE DRAWINGS AND SPECIFICATIONS BEFORE BEGINNING ANY WORK. ANY DISCREPANCIES OR

ERRORS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.

5. ALL DRAWINGS, SPECIFICATIONS AND INFORMATION PREPARED BY SANDERS & ASSOCIATES, INC. (S&A, INC.) FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE TO

BE USED ONLY ON THIS PROJECT UNLESS OTHERWISE AUTHORIZED BY S&A, INC. ALL COMMON LAW, STATUTORY, COPYRIGHTS, AND OTHER RESERVED RIGHTS ARE

TO BE RETAINED BY S&A, INC. FOR PROJECT DESIGN AND AS AUTHOR OF THESE DOCUMENTS. THE PROJECT OWNER MAY RETAIN COPIES OF S&A, INC. DRAWINGS

FOR INFORMATION AND REFERENCE IN CONNECTION WITH THE OWNER'S USE AND OCCUPANCY OF THE PROJECT.

6. THE DOCUMENTS SHALL NOT BE USED BY THE OWNER OR OTHERS FOR OTHER PROJECTS, FOR COMPLETION OF THIS PROJECT, OR FOR ADDITIONS TO THIS

PROJECT UNLESS APPROVED BY S&A, INC. CONTRACTORS, SUBCONTRACTORS, AND MATERIAL AND EQUIPMENT SUPPLIERS ARE GRANTED A LIMITED LICENSE TO

USE AND REPRODUCE APPLICABLE PORTIONS OF THE DOCUMENTS PREPARED BY S&A, INC. FOR USE IN EXECUTION OF THEIR WORK IN CONNECTION WITH THIS

PROJECT.

7. THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN " ARCHITECTURAL WORK " UNDER SEC. 102 OF THE COPYRIGHT ACT, 17

U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. THE PROTECTION INCLUDES BUT NOT LIMITED

TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED

USE OF THESE PLANS, WORK OR HOME REPRESENTED, CAN LEGALLY RESULT IN THE CESSATION OF CONSTRUCTION OR BUILDINGS BEING SEIZED AND/ OR

MONETARY COMPENSATION TO SANDERS AND ASSOCIATES.

DETAIL NO.

BATT INSULATION

DETAIL

ELEVATION LINE

SECTION NUMBER

CAN BE FOUND

SHEET WHERE SECTION

SHEET NO.

SHEET NO.

ELEVATION NO.

WOOD CROSS SECTION

STEEL

WOOD

RIGID INSULATION

CONCRETE

CONCRETE BLOCK

BRICK

DOORS

REVISIONS

WINDOWS

ELEVATION

EARTH

TEST BORING

GRAVEL FILL

B

1

1

A-1

1

A-1

1

A-1

A-1

1

2

3

4

SHEET NO.

ELEVATION NO.

WALL TYPES

REINFORCING BLOCKING IN WALLS

2 X 6'S OR LARGER

01

A2

2012 INTERNATIONAL BUILDING CODE, AS AMENDED BY THE STATE OF

INDIANA (APPLICABLE RULES ONLY)

*NO SPRINKLER REQUIRED* - SECTION 903.2.7 GROUP M: AN

AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED FOR GROUP M

OCCUPANCIES WHERE ONE OF THE FOLLOWING CONDITIONS EXISTS:

1. THE FIRE AREA EXCEEDS 12,000 SQFT

2. THE FIRE AREA IS LOCATED MORE THAN 3 STORIES ABOVE

GRADE PLANE.

3. THE COMBINED FLOOR AREA OF ALL FIRE AREAS ON ALL

FLOORS, INCLUDING ANY MEZZANINES, EXCEEDS 24,000

SQUARE FEET.

FIRE & SMOKE ALARM SYSTEM TO MEET CURRENT STANDARDS PER NFPA

BUILDING TYPE: V-B (COMBUSTIBLE, UNPROTECTED)

OCCUPANCY TYPE: M (GAS STATION/CONVENIENCE STORE)

B (RESTAURANT UNDER 50 OCCUPANTS)

SIZE: 5,880 SQUARE FEET

(4105 SQFT M OCCUPANCY+ 1775 SQFT B OCCUPANCY)

PER TABLE 503 ALLOWABLE AREA: 9,000 SQFT. + AREA MODIFICATIONS

BUILDING CODE SUMMARY

SPRINGHILL & CANAL

DEVELOPMENT

TERRE HAUTE, IN

*NOTE: THIS DRAWING IS NOT INTENDED AS A LEGAL SURVEY

SCALE:

1

T-1

SITE PLAN

1" = 20'

ZONING CODE SUMMARY

UNIFIED ZONING ORDINANCE FOR VIGO COUNTY, INDIANA

DISTRICT: C-2 COMMUNITY COMMERCIAL DISTRICT

SETBACKS:

FRONT: 30'-0"

SIDE: 5'-0" W/ 20'-0" BUFFER YARD

REAR: 5'-0" W/ 20'-0" BUFFER YARD

PARKING REQUIREMENTS: 1 SPACE / 285 SQFT MINI-MART = 15

(CAN INCLUDE SPACE AT PUMPS)

1 SPACE / 3 SEATS RESTAURANT = 12

PARKING REQUIRED: 27 SPACES (2 HANDICAP)

PARKING AVAILABLE: 32 SPACES (2 HANDICAP)

**SITE & DRAINAGE DESIGN BY OTHERS

*MIXED OCCUPANCY - NO SEPARATION REQUIRED PER TABLE 508.4

LIFE SAFETY PLANLS-1

A-6 REFLECTED CEILING PLAN

A-7 ENLARGED PLANS & DETAILS

EXTERIOR DETAILSA-2.1

DOOR & WINDOW ELEVATIONS, SCHEDULES, & DETAILSA-3.1

A-5.1 ROOF DETAILS

E-3 ELECTRICAL SITE PLAN

A-8 FIXTURE PLAN & SCHEDULE

***CIVIL DRAWINGS BY MYERS ENGINEERING

2

2

2

2

1GAS PLAN & DETAILSP-2

PLUMBING GENERAL NOTES & SPECIFICATIONSP-3

2

*NOTE: CIVIL SITE PLAN TO SUPERCEED ARCHITECTURAL SITE PLAN

Montezuma Properties, LLC

Montezuma Properties, LLC

07/07/2017

M

STATE OF INDIANA

NOT TO SCALE

SITE LOCATION

TERRE HAUTE

VIGO COUNTY

INDIANA

VICINITY OF TERRE HAUTE, INDIANA

NOT TO SCALE

PROJECT LOCATION

Existing Linework Existing Linework Design Linework

LOCATION MAP

Release DateDesignationSheet Number

INDEX OF SHEETS

LOCATION MAP

LEGEND

Boundary Monuments Utility Topo Misc Topo

C1.0

C2.0

C3.0

C4.0

C5.0

C6.0

C7.0

C8.0

C9.0

C10.0

C11.0

C12.0

Cover Sheet

Existing Conditions / Demolition Plan

Site Plan

Grading Plan

Utility Plan

Stormwater Pollution Prevention Plan

Erosion Control Plan

Erosion Control Details

General Details 1

General Details 2

General Details 3

Specifications Sheet

1950 Springhill Drive

Sec. 11, Township 11 North, Range 9 West

Terre Haute, Vigo County, Indiana

HWS

MJV

JDM

Montezuma

Properties, LLC

1950 Springhill Drive

SCALE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DRAWING NAME:

FILE NAME:

PROJECT NUMBER:

RECORD OWNER:CLIENT:

DATE NO. REVISIONS BY CHECKED

TM17-169_Civils.DWG

TM17-169

07/07/2017

DO NOT SCALE PRINT

DATE:

Montezuma

Properties, LLC

NACover Sheet

SHEET C1.0

07/07/2017

07/07/2017

07/07/2017

07/07/2017

07/07/2017

07/07/2017

07/07/2017

07/07/2017

07/07/2017

07/07/2017

07/07/2017

Revised 7/28/17

Revised 7/28/17

Revised 7/28/17

Revised 7/28/17

7/28/17 1 Revise sheets 1, 3, 5, 11 MV

; Revised 8/02/17

; Revised 8/02/17

8/02/17 2 Revise sheet 3 MV

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S

Site Plan

MY

ERS

ENGINEER ING , INC

.

TERRE HAUTE , I N

Site Plan

1"=20' Site Plan

SHEET C3.0

1950 Springhill Drive

Sec. 11, Township 11 North, Range 9 West

Terre Haute, Vigo County, Indiana

HWS

MJV

JDM

Montezuma

Properties, LLC

1950 Springhill Drive

SCALE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DRAWING NAME:

FILE NAME:

PROJECT NUMBER:

RECORD OWNER:CLIENT:

DATE NO. REVISIONS BY CHECKED

TM17-169_Civils.DWG

TM17-169

07/07/2017

DO NOT SCALE PRINT

DATE:

Montezuma

Properties, LLC

24 Total painted Parking Spaces (with 0.33' wide striping)

· 22 Standard Parking Spaces (9'x18')

· 2 ADA Parking Spaces (9'x18')

= Concrete Sidewalk

(See Detail Sheet C9.0)

= Heavy Duty Asphalt Pavement

(See Detail Sheet C11.0)

= Concrete Pavement

(See Detail Sheet C11.0)

= Gravel Drive (See Detail Sheet C11.0)

NOTE:

1) Dimensioning is taken from the FACE OF CURB

2) Coordinate Exterior Door Location With The Architect

LEGEND

1. Gas Pump

2. Dumpster Pad (see Architect plan for enclosure)

3. Storm Inlet

4. Electric Transformer

5. Underground Tank

6. Site Lighting

7. ATM

8. Standing Curb

9. Integral Sidewalk and Curb

7/28/17 1 INCREASE GRAVEL DRIVE LIMITS MV

8/02/17 2 REVISE CONCRETE DRIVES MV

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