BUILDING 101 DEMOLITION - Greenville Technical College

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rporation © 2020 DigitalGlobe ©CNES (2020) Distribution Airbus DS rporation © 2020 DigitalGlobe ©CNES (2020) Distribution Airbus DS

PROJECT SITE

SITE OVERVIEW

GREENVILLE TECHNICAL COLLEGEBUILDING 101 DEMOLITIONGREENVILLE, SOUTH CAROLINA

TMS# 0267000100305STATE PROJECT: H59-N079-MJ

PROJECT CONTACTS

OWNER: CIVIL ENGINEER & LANDSCAPE ARCHITECT: SURVEYOR:GREENVILLE TECHNICAL COLLEGE SEAMON WHITESIDE & ASSOCIATES, INC. FREELAND & ASSOCIATES, INC.506 S PLEASANTBURG DRIVE, 508 RHETT STREET, SUITE 101 323 WEST STONE AVE.GREENVILLE, SC 29607 GREENVILLE, SC 29601 GREENVILLE, SC 29609CONTACT: BILL TRIPP CONTACT: JOE BRYANT, P.E. PHONE: 864-271-4924PHONE: 864-250-8112 PHONE: 864-298-0534 EMAIL: [email protected]: [email protected]

MUNICIPALITY CONTACTS:POWER: ENCHROACHMENTLAND DISTURBANCE AND SANITARYDUKE ENERGY CITY OF GREENVILLESEWER:524 FAIRFOREST WAY CONSTRUCTION INSPECTION BUREAUCITY OF GREENVILLEGREENVILLE, SC 29607 206 S. MAIN STREET, 1ST FLOORENVIRONMENTAL ENGINEERING BUREAUPHONE: (800) 769-3766 GREENVILLE, SC 29602206 S. MAIN STREET, 8TH FLOOR

CONTACT: MR. JOHN BROGDONGREENVILLE, SC 29602PHONE: (864) 241-1224CONTACT: MR. DWAYNE COOPEREMAIL: [email protected]: (864) 467-4468

EMAIL: [email protected] WATER:GREENVILLE WATER SYSTEM

ARCHITECT: 407 WEST BROAD STREETSGA/NarmourWright Design GREENVILLE, SC 29602718 B SOUTH MAIN STREET PHONE: (864) 241-6100GREENVILLE, SC 29601 CONTACT: MR. MIKE SHARPLESS, PECONTACT: GABLE STUBBS EMAIL: [email protected]: 864-609-4199EMAIL: [email protected]

GENERAL NOTES

ALL RETAINING WALLS FOUR (4) FEET AND GREATER IN HEIGHT, WHEN MEASURED FROM THE BOTTOM OFTHE FOOTING TO THE TOP OF THE WALL AT ANY POINT, AND ALL RETAINING WALLS SUPPORTING ASURCHARGE OR IMPOUNDING CLASS I, II, OR IIIA LIQUIDS MUST BE ENGINEERED BY A REGISTERED SOUTHCAROLINA PROFESSIONAL ENGINEER AND SUBMITTED TO THE CITY OF GREENVILLE'S BUILDING CODESDEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.

ANY REVIEW / ACCEPTANCE BY THE CITY OF GREENVILLE DOES NOT RELIEVE THE CONTRACTOR ORSUBCONTRACTORS FROM MEETING CODE / ORDINANCE REQUIREMENTS (SOUTH CAROLINA CODE OF LAWSSECTIONS 40-11-110 AND 40-59-90).

THE CONTRACTOR MUST NOTIFY THE CITY OF GREENVILLE'S CONSTRUCTION INSPECTION BUREAU (864)467-8890 A MINIMUM OF 72 HOURS PRIOR TO BEGINNING DEMOLITION AND CONSTRUCTION.

AN ENCROACHMENT PERMIT FROM THE SCDOT FOR STATE ROADS OR FROM THE CITY OF GREENVILLE FORCITY ROADS (CONTACT THE CONSTRUCTION INSPECTION BUREAU, (864) 467-8890) IS REQUIRED FOR ANYWORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY.

THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER OF RECORD FOR A DIGITAL STAKING PLAN TOESTABLISH COMPLETE HORIZONTAL AND VERTICAL CONTROL. THE CONTRACTOR IS RESPONSIBLE FORSURVEY STAKEOUT OF ALL IMPROVEMENTS. DISCREPANCIES BETWEEN THE PLANS, CONSTRUCTIONSTAKES, AND FIELD CONDITIONS SHALL BE REPORTED TO THE ENGINEER OF RECORD IMMEDIATELY FORRESOLUTION PRIOR TO INSTALLATION OF PROPOSED IMPROVEMENTS

PROJECT DESCRIPTION

THIS PROJECT CONSISTS OF THE DEMOLITION OF AN EXISTING BUILDING ANDSTABILIZATION OF THE SITE.

SITE LOCATION MAP

# SHEET REVISION HISTORY

C1.0

ALL ELEVATIONS ARE BASED ON THE TOPOGRAPHIC SURVEYCOMPLETED BY FREELAND & ASSOCIATES, INC. DATED FEBRUARY20, 2021.

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SW+ PROJECT: GR3668DATE: 03/17/2021DRAWN BY: CGCHECKED BY: PT

REVISION HISTORY

TITLESHEET

MOUNT PLEASANT, SC843.884.1667

GREENVILLE, SC864.298.0534

SUMMERVILLE, SC843.972.0710

SPARTANBURG, SC864.272.1272

CHARLOTTE, NC980.312.5450

WWW.SEAMONWHITESIDE.COMINDEX

C1.0 TITLESHEET

C1.1 NOTES & LEGEND

C2.0 EXISTING CONDITIONS & DEMOLITION PLAN

C3.0 EROSION & SEDIMENT CONTROL PLAN

C4.0 EROSION & SEDIMENT CONTROL DETAILS

C5.0 SITE PLAN

C1.1

OBJECTS AND SYMBOLSBenchmark

Sanitary Sewer Manhole

Sanitary Sewer Manhole ID #

Sanitary Sewer Cleanout

Double Sanitary Sewer Service (Residential Only)

Single Sanitary Sewer Service (Residential Only)

TYPE 16 Storm Drainage Structure

Storm Drainage Structure ID #

Telephone Box

Telephone Manhole

Electrical Box

Electrical Manhole

Power Pole

Light Pole

Fire Hydrant Assembly

Water Line Valve

Water Line Reducer

Single Water Service (Residential Only)

Double Water Service (Residential Only)

Water Blowoff

Sign

ADA Accessible Parking Space

Spot Elevation

Detail ID #

Watershed Area

Revision ID #

Parking Count ID #

Lot #

EXISTING NEWN/A

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YI

TYPE 17 Storm Drainage Structure (Right)

TYPE 17 Storm Drainage Structure (Left)


Catch Basin

Isolation Box

Storm Drainage Junction Structure

Yard Inlet

OBJECTS AND SYMBOLS

Adjoining Property Line

Centerline

Easement

Setback

Sanitary Sewer (Gravity)

Sanitary Sewer (Force Main)

Water Line

Curb & Gutter (Straight)

(Same as Existing)

(Same as Existing)

Curb & Gutter (Roll)

Storm Drain

Roof Drain

Subsurface Drainage

Silt Fence, Standard

Silt Fence, Reinforced

Phase Line

Watershed Limit

Flood Zone

Conduit

Natural Gas

Overhead Electrical

Underground Electrical

Underground Telephone

Underground Cable

N/A

N/A

Underground Fiber Optic

Fence

Elevation Contour

Revision Cloud (Encloses Revision) N/A

N/AWater Line Bends, Angle Varies

22 22

EXISTING NEW


N/A

(Width varies with size)

N/A

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ZONE 'X'ZONE 'AE'

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LIMITS OF DISTURBANCE N/A

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Know what's below.before you dig.Call

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REVISION HISTORY

NOTES &LEGEND






WWW.SEAMONWHITESIDE.COM

LOD = ±0.20 AC

REMOVE EXISTING TREES WITH TREE REMOVAL "X" (TYP.)

REMOVE CURB, GUTTER, AND ASPHALT WITHINLIMITS OF DISTURBANCE. SAW CUT ASPHALT FOR

NEW CURB PLACEMENT (SEE SITE PLAN)

REMOVE DO NOT ENTER SIGN

REMOVE EXISTING CAMPUS POLICE SIGN

REMOVE EXISTING BUILDING AND ASSOCIATED UTILITIES(OR ABANDON UTILITIES IN PLACE). CONTRACTOR TO

COORDINATE WITH APPROPRIATE UTILITY PROVIDERS

REMOVE UNDERGROUND POWER ACCESSLID OR ABANDON IN PLACE. CONTRACTORTO COORDINATE WITH UTILITY PROVIDER.

REMOVE LAW ENFORCEMENT VEHICLES SIGN

REMOVE SIDEWALK WITHIN LIMITS OFDISTURBANCE UP TO EXISTING RAMP

REMOVE EXISTING FLOOD LAMP ANDASSOCIATED UNDERGROUNDELECTRICAL. CONTRACTOR TOCOORDINATE WITH UTILITY PROVIDER.

REMOVE EXISTING STUDENT IDS SIGN.

REMOVE EXISTING WALLAND COLUMNS

REMOVE WATER LINEUP TO WATER METER

REMOVE/ ABANDONUNDERGROUND POWER.CONTRACTOR TOCOORDINATE WITHUTILITY PROVIDER

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EXISTING ELEVATIONS BASED ON TOPOGRAPHIC SURVEYPROVIDED BY FREELAND & ASSOCIATES, INC. DATED FEB 20, 2021.

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REVISION HISTORY

EXISTINGCONDITIONS &DEMOLITIONPLAN







LOD = ±0.20 AC

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REINFORCED SILT FENCE (TYP.)INSTALL IMMEDIATELY AFTER PAVEMENT

DEMOLITION WHERE APPLICABLE

TEMPORARY DUMPSTER

PORTABLE SANITATION UNIT

TEMPORARY STOCKPILE, CONTRACTORTO LOCATE WITHIN LIMITS OFDISTURBANCE AS NEEDED.

USE ASPHALT AS CONSTRUCTION ENTRANCE. ONCEPAVEMENT IS DEMOLISHED, PLACE STABILIZED GRAVEL

FOR ENTRANCE FOR REMAINDER OF PROJECT

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EROSION &SEDIMENTCONTROL PLAN







SEDIMENT AND EROSION CONTROL PHASE 1 SEQUENCE OF CONSTRUCTION:

1. OBTAIN ALL NECESSARY PERMITS AND APPROVAL FROM THE CITY OF GREENVILLE AND SCDHEC. AFTER RECEIVING PLANAND PERMIT APPROVAL, SCHEDULE AN ONSITE PRE-CONSTRUCTION MEETING WITH THE ENGINEER, OWNER, CONTRACTOR,AND CITY OF GREENVILLE INSPECTOR BEFORE ANY MOBILIZATION OR WORK IS PERFORMED.

2. INSTALL SILT FENCE AND SEDIMENT TUBES AS SHOWN. DO NOT REMOVE VEGETATION OR TREES OUTSIDE OF THE LIMITSOF DISTURBANCE.

3. INSTALL PORTABLE SANITATION UNIT AND CONSTRUCTION DEBRIS ENCLOSURE. CONTRACTOR TO COORDINATE EXACTLOCATIONS AS SITE CONDITIONS ALLOW.

4. AFTER INSTALLATION OF PERIMETER BMPS, CONTRACTOR MAY BEGIN DEMOLITION ACTIVITIES PER THE DEMOLITION PLAN.CONTRACTOR TO REMOVE ALL DEMOLITION DEBRIS FROM THE SITE PER ALL LOCAL, STATE, AND FEDERAL REGULATIONS.

5. BEGIN PAVING OPERATIONS.6. INSTALL PERMANENT SEEDING AND LANDSCAPING ON THE SITE.7. CONTACT ENGINEER TO BEGIN CLOSE OUT PROCEDURES FOR THE PROJECT NO LATER THAN 30 DAYS BEFORE PROJECT

COMPLETION. SET UP INITIAL CLOSE OUT INSPECTION WITH THE ENGINEER AND CITY ENGINEER INSPECTOR.8. COMPLETE CORRECTION LIST FROM INITIAL CLOSE OUT INSPECTION. SCHEDULE FINAL CLOSE OUT INSPECTION WITH

ENGINEER AND CITY ENGINEER INSPECTOR.9. REMOVE (FLUSH) ALL SEDIMENT FROM STORM DRAIN PIPES AND STRUCTURES, AS NECESSARY.10. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ONCE SITE IS COMPLETELY STABILIZED.11. PERFORM GENERAL CLEANUP OF THE SITE.12. SUBMIT NOTICE OF TERMINATION TO CITY OF GREENVILLE AND SCDHEC.

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EROSION &SEDIMENTCONTROLDETAILS







1 REINFORCED SILT FENCE(NOT TO SCALE) 2 TEMPORARY STOCKPILE

(NOT TO SCALE)

3 CONSTRUCTION ENTRANCE(NOT TO SCALE)

PLAN SYMBOL

V-SHAPED TRENCH DETAIL

South Carolina Department ofHealth and Environmental Control

STANDARD DRAWING NO.

DATE


DATE

TEMPORARY STOCKPILE AREA


TEMPORARY STOCKPILE

DATE


DATE


DATE

LOD = ±0.20 AC

NEW 18" CURB AND GUTTER (TYP.)

ALL DISTURBED AREA WITHIN CURBLINE TO BE SEEDED ANDSTABILIZED. REFERENCE C1.1 FORSEEDING SPECIFICATIONS.

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SITE PLAN







18" STRAIGHT CURB AND GUTTER(NOT TO SCALE)

LOD = ±0.20 AC

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ALL DISTURBED AREA WITHINCURB LINE TO BE SEEDED ANDSTABILIZED. REFERENCE C1.1FOR SEEDING SPECIFICATIONS.

FLOW DIRECTION ARROWS (TYP.)

MAINTAIN PVC DRAINS, CLEARANY SEDIMENT/DEBRIS AS

NEEDED AND FLUSH AFTERFINAL STABILIZATION

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REVISION HISTORY

GRADING PLAN







NOTE:1. CONTRACTOR TO TOP DRESS FINAL 4" TO FINISH GRADE WITH CLEAN SCREENED

TOPSOIL PRIOR TO SEEDING IN ALL VEGETATED AREAS.2. CONTRACTOR TO FIELD LOCATE ALL EXISTING UTILITIES BEFORE STARTING ANY

WORK. CONTRACTOR RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES.

BUILDING 101 DEMOLITION - Greenville Technical College

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