rockville strip mall presented by scarlettengineering

Rockville Strip MallRockville Strip Mall

Presented byPresented by

ScarlettScarlettENGINEERINGENGINEERING

IntroductionIntroduction

Project DescriptionProject Description Design Design

RequirementsRequirements Project ApproachProject Approach Design SolutionDesign Solution

ENGINEERINGENGINEERING

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Project DescriptionProject Description Proposed Retail Proposed Retail

DevelopmentDevelopment– Provide Local Provide Local

Shopping Shopping – Foster Community Foster Community

AtmosphereAtmosphere– Aesthetically Aesthetically

AppealingAppealing

Rockville

Indianapolis

Terre Haute

Site

North Lincoln Road, U.S. 41


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Project RequirementsProject Requirements

12-14 Stores12-14 Stores Dual Access PointsDual Access Points Unloading AreaUnloading Area


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Project ApproachProject Approach

Permits, Codes, & RegulationsPermits, Codes, & Regulations Geotechnical InvestigationGeotechnical Investigation Survey AnalysisSurvey Analysis Structural Material OptionsStructural Material Options Assessment of Structural Material Assessment of Structural Material

OptionsOptions Site LayoutSite Layout Stormwater Management System Stormwater Management System

Design Design


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Project ApproachProject Approach

Architectural DesignArchitectural Design Sanitary Sewer System DesignSanitary Sewer System Design Determination of Design Loads on Determination of Design Loads on

FoundationFoundation Foundation DesignFoundation Design Construction Cost EstimateConstruction Cost Estimate Construction ScheduleConstruction Schedule


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Design Solution Design Solution Permitting Codes and RegulationsPermitting Codes and Regulations

Permitting ProcessPermitting Process– Rockville Municipal CodeRockville Municipal Code– Improvement Location PermitImprovement Location Permit– Certificate of OccupancyCertificate of Occupancy– Appeals to Board of Zoning AppealsAppeals to Board of Zoning Appeals– Fees and TimelinessFees and Timeliness


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Rockville Municipal CodeRockville Municipal Code– Rockville Planning Commission & Town Rockville Planning Commission & Town

CouncilCouncil– Zoned as Local Business (LB)Zoned as Local Business (LB)

International Building Code (IBC)International Building Code (IBC)– Dimensions of buildingDimensions of building– Dead and live loadsDead and live loads– Fire protection standardsFire protection standards


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American Concrete Institute (ACI)American Concrete Institute (ACI)– Foundation & Slab DesignFoundation & Slab Design

American Institute of Steel American Institute of Steel ConstructionConstruction– Material Options, Roof DesignMaterial Options, Roof Design

American Society of Civil EngineersAmerican Society of Civil Engineers– Load calculationsLoad calculations



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Design Solution Design Solution Geotechnical InvestigationGeotechnical Investigation

Sampling PointsSampling Points Literature Literature

InvestigationInvestigation– Parke County Parke County

Soil Soil Conservation Conservation StudyStudy

– Reesville Silty Reesville Silty Clay Loam Soil Clay Loam Soil TypeType


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Field WorkField Work

– Bag SamplesBag Samples– Wildcat Dynamic Cone Wildcat Dynamic Cone PenetrometerPenetrometer– Undisturbed tube Undisturbed tube

samplessamples

Concrete pad below Concrete pad below parking lotparking lot


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Laboratory WorkLaboratory Work– Unconfined Compression Unconfined Compression

TestTest– Grain Size AnalysisGrain Size Analysis– Atterberg LimitsAtterberg Limits– Water ContentWater Content

ResultsResults– Literature InvestigationLiterature Investigation– Foundation DesignFoundation Design


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Design Solution Design Solution Survey AnalysisSurvey Analysis

Surveyed 85 Points Surveyed 85 Points – 2.25 acres2.25 acres– 4 ft. maximum elevation change4 ft. maximum elevation change– Less than 1% slopeLess than 1% slope

PurposePurpose– Grading PurposesGrading Purposes– Stormwater DesignStormwater Design

Design Solution Design Solution Survey AnalysisSurvey Analysis

Wal

ton

Str

eet

US

HW

Y 4

1

Burke Street

Design Solution Design Solution Structural Material OptionsStructural Material Options

Light-Gauge Steel FramingLight-Gauge Steel Framing Technique Less Familiar to ContractorsTechnique Less Familiar to Contractors Fire, Termite, Moisture ResistantFire, Termite, Moisture Resistant Similar Aesthetic Properties to WoodSimilar Aesthetic Properties to Wood Highly DurableHighly Durable


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Design Solution Design Solution Structural Material OptionsStructural Material Options

Reinforced MasonryReinforced Masonry Strongest OptionStrongest Option Highest CostHighest Cost Good Fire ResistanceGood Fire Resistance Locally AvailableLocally Available


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Design SolutionDesign Solution Structural Material OptionsStructural Material Options

Wood FramingWood Framing Good Fit for AestheticsGood Fit for Aesthetics Lowest CostLowest Cost Familiar to Local ContractorsFamiliar to Local Contractors No Fire ResistanceNo Fire Resistance


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Design SolutionDesign Solution Assessment of Structural Material Assessment of Structural Material

OptionsOptionsRatingRating Cost per Square FootCost per Square Foot

33 < $6.00< $6.00

22 $6.00 - $7.00$6.00 - $7.00

11 > $7.00> $7.00

RatingRating Ability to Upgrade FinishAbility to Upgrade Finish

33 Finish can be easily upgraded.Finish can be easily upgraded.

22 Finish can be upgraded, with some difficultyFinish can be upgraded, with some difficulty

11 Finish cannot be upgraded whatsoeverFinish cannot be upgraded whatsoever

RatingRating LifespanLifespan

33 ≥ ≥ 75 years75 years

22 50 - 75 years50 - 75 years

11 ≤ ≤ 50 years50 years


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Design SolutionDesign SolutionAssessment of Structural Material Assessment of Structural Material

OptionsOptions

Structural Structural MaterialMaterial

CostCost

50%50%

Ability to Ability to Upgrade FinishUpgrade Finish

30%30%

LifespaLifespann

20%20%

Weighted Weighted AverageAverage

ReinforcedReinforced

MasonryMasonry11 22 33 1.71.7

Wood Wood

FramingFraming33 33 22 2.82.8

Light-GaugeLight-Gauge

Steel FramingSteel Framing22 33 22 2.32.3

Decision Matrix


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Recommendation: Wood Framed Recommendation: Wood Framed StructureStructure

Zoned as “Local Business”Zoned as “Local Business” 30 % Green Space30 % Green Space Parking Space RegulationsParking Space Regulations

– Number per store sq. ft. areaNumber per store sq. ft. area– Number of handicap spacesNumber of handicap spaces

30 ft. wide loading area30 ft. wide loading area

Design Solution Design Solution Site LayoutSite Layout


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Two Building OptionTwo Building Option– 4 stores each4 stores each– 60 parking spaces60 parking spaces– 4 handicap spaces4 handicap spaces

Wal

ton

Str

eet

US

HW

Y 4

1

Burke Street

ProposedStructure

ProposedStructure



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US

HW

Y 4

1

Burke Street

ProposedStructure

Single Building OptionSingle Building Option– 12 stores12 stores– 87 parking spaces87 parking spaces– 6 handicap spaces6 handicap spaces

Design SolutionDesign SolutionStormwater ManagementStormwater Management

Calculated Runoff Generated on SiteCalculated Runoff Generated on Site

Compared with Existing Capacity in Compared with Existing Capacity in Municipal SystemMunicipal System– Existing Capacity SufficientExisting Capacity Sufficient

System Designed for 10 Year Failure System Designed for 10 Year Failure IntervalInterval– Terre Haute StandardTerre Haute Standard


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Design SolutionDesign SolutionStormwater ManagementStormwater Management

Stormwater Management SystemStormwater Management System

4 2’x2’ Surface Inlets4 2’x2’ Surface Inlets 1 1’x2’ Curb Inlet1 1’x2’ Curb Inlet ~300’ of 14” PVC Pipe~300’ of 14” PVC Pipe ~250’ of 10” PVC Pipe~250’ of 10” PVC Pipe


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Design Solution Design Solution Architectural DesignArchitectural Design

Building FactsBuilding Facts– 260 ft. x 60 ft., 25-ft. height260 ft. x 60 ft., 25-ft. height– 12½ ft. inside ceiling height12½ ft. inside ceiling height– 3:8 roof slope3:8 roof slope– 10 stores – 20 ft. x 60 ft. (1200 sq. ft.)10 stores – 20 ft. x 60 ft. (1200 sq. ft.)– 2 stores – 30 ft. x 60 ft. (1800 sq. ft.)2 stores – 30 ft. x 60 ft. (1800 sq. ft.)


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20' x 60' 20' x 60' 20' x 60' 20' x 60' 20' x 60' 20' x 60' 20' x 60' 20' x 60' 20' x 60' 20' x 60'30' x 60' 30' x 60'

Design Solution Design Solution Sanitary Sewer DesignSanitary Sewer Design

Indiana Administrative CodeIndiana Administrative Code– Section 327 IAC 3-6-11Section 327 IAC 3-6-11

Daily FlowDaily Flow– Use, Occupancy, Building TypeUse, Occupancy, Building Type

ADF = 2450 gal/dayADF = 2450 gal/day PDF = 9800 gal/dayPDF = 9800 gal/day


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Design Solution Design Solution Sanitary Sewer DesignSanitary Sewer Design

Indiana Administrative CodeIndiana Administrative Code– Section 12Section 12

Check VelocityCheck Velocity Design Pipe SizeDesign Pipe Size Specify SlopeSpecify Slope 6” Diameter Pipe at a 1% Slope6” Diameter Pipe at a 1% Slope


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Design Solution Design Solution Determination of Design Loads on Determination of Design Loads on

FoundationFoundation Dead Load CalculationsDead Load Calculations

– Per meeting with Steve ArnoldPer meeting with Steve Arnold– Wall studs, roof rafters, sheathingWall studs, roof rafters, sheathing– Masonry block, clay bricksMasonry block, clay bricks– Metal RoofingMetal Roofing– DrywallDrywall

Live Load CalculationsLive Load Calculations– From ASCE codeFrom ASCE code

LOAD = 1712 lb/ft.ENGINEERINGENGINEERING

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Design Solution Design Solution Foundation DesignFoundation Design

Analyze Soil Analyze Soil ConditionsConditions– Utilize Geotechnical Utilize Geotechnical

Investigation Investigation

Applied Load vs. Applied Load vs. Bearing CapacityBearing Capacity


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1

2


SettlementSettlement– Light Light

StructureStructure– Soil Soil

ConditionsConditions– Building Building

FunctionalityFunctionality– Less than 1 Less than 1

inchinch3


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Structural Structural DesignDesign– Iterate to reduce Iterate to reduce

concreteconcrete– Reinforcing SteelReinforcing Steel

4


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Design Solution Design Solution Construction Cost EstimateConstruction Cost Estimate

R.S. Means ManualR.S. Means Manual Square Foot Based EstimateSquare Foot Based Estimate

– $1,023,000$1,023,000 Unit Price Based EstimateUnit Price Based Estimate

– $956,000$956,000– Interior Refinements Not IncludedInterior Refinements Not Included


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Design Solution Design Solution Construction ScheduleConstruction Schedule

EstimatesEstimates– R.S. Means ManualR.S. Means Manual– Crown ElectricCrown Electric– Group ExperienceGroup Experience

Divided into 16 SubcategoriesDivided into 16 Subcategories


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Design Solution Design Solution Construction ScheduleConstruction Schedule

117 Working Days117 Working Days– About 5 ½ MonthsAbout 5 ½ Months

8 Hour Work Days8 Hour Work Days Federal Holidays RecognizedFederal Holidays Recognized


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Task Name 29-Apr 6-May 13-May 20-May 27-May 3-Jun 10-Jun 17-Jun 24-Jun 1-Jul 8-Jul 15-Jul 22-Jul 29-Jul 5-Aug 12-Aug 19-Aug 26-Aug 2-Sep 9-Sep 16-Sep 23-Sep 30-Sep 7-OctSite PreperationStructural ConstructionInterior/Exterior FinishFinal Site WorkClose Out

SummarySummary

Project DescriptionProject Description Project RequirementsProject Requirements Project ApproachProject Approach Design SolutionDesign Solution


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Bruce Boehl, Todd Clementoni, Chris Hollen, Kellen Hurst

Rose-Hulman Civil Engineering Department

Background:Location: Rockville, Indiana - a small community in the

heart of Parke County

Importance: Residents must travel over 30 miles to Terre Haute or Indianapolis for shopping needs

Construction Cost & Schedule:Goal: Efficiently estimate the construction cost and schedule

in an effort to minimize both quantities

Solution: Estimated a total cost of roughly $950,000 excluding store-specific interior design costs, that would take approximately 120 work days to complete, based on 5 major construction phases

Stormwater Design:Goal: Effectively and efficiently manage stormwater runoff

generated from all roof and paved surfaces

Solution: Designed a 5-inlet stormwater management system consisting of 330 ft. of 14-inch PVC pipe and 290 ft. of 10-inch PVC pipe to adequately support the 11 cfs runoff flow from the site associated with a 10-year, 5-minute design storm, producing a time of concentration of 3.83 minutes

Site Design:Goal: Maximize size and number of stores on the 2.25 acre site

Solution: A single 260 ft. x 60 ft., 12 store, wood-framed shopping mall accompanied by an 87-space parking lot and 30 ft. wide loading area that all meet requirements set forth by the local municipal code

Foundation Design:Goal: Adequately design a foundation

to support all loads applied to the structure

Solution: Designed a 3 ft. x 3 ft. continuous footing resting on a silty clay loam soil type with an overconsolidation ratio of 11.5 kips/sf to support factored dead, live, snow, and wind loads that combine to equal 2.82 kips/ft

ROCKVILLE REDEVELOPMENT SHOPPING MALL PROJECT

Rockville

Terre Haute

Indianapolis

Solution: Redevelop the site of an existing dilapidated garage/gas station (shown in photo below) into a vibrant, family-friendly 12-14 store shopping mall (shown in center figure)

Client: Trigent Development, LLC

Sanitary Sewer Design:Goal: Effectively and efficiently manage all sanitary

wastewater on site

Solution: Designed 275 ft. of 6-inch PVC pipe to support an average daily wastewater flow of 2450 gpd, a peak daily wastewater flow of 9800 gpd, and an average flow velocity of 6.63 fps to connect the sanitary wastewater from the building to the surrounding system

Site

rockville strip mall presented by scarlettengineering

Documents

timelinessdesign solution

local business30

local contractorsno

aestheticslowest costfamiliar

wood framed structurezoned

board of zoning appealsfees

maximum elevation changeless