Construction_Drawings_-_Northside_Park.pdf

PDF 14 MB Posted Apr 22, 2022

Attached to: NORTHSIDE PARK ATHLETIC COURT & PARKING LOT IMPROVEMENTS
Solicitation number: RFP #22089
Issued by: Greenville County, South Carolina

About this file

Written by GovTribe AI · May 13, 2025

These are construction drawings prepared by Arbor Land Design, LLC for the Northside Park Court, Sidewalk, and Access Improvements project located in Greenville County, South Carolina. The comprehensive set of ten technical drawings (sheets C-101 through C-110) details a multi-faceted park improvement project involving existing athletic facilities. The drawings cover various aspects including site layout, demolition plans, grading and storm drain plans, erosion control, site and utility plans, and specific construction and installation details for courts, sidewalks, fencing, and accessibility features.

The project scope includes converting an existing basketball court into six pickleball courts, constructing a new high school regulation-sized basketball court (84'x50'), resurfacing four existing tennis courts, installing new fencing, constructing sidewalks, creating accessible parking spaces, and making various site access improvements. The drawings include specific technical specifications for materials, installation methods, handicap access requirements, and erosion control measures. Additional details indicate the project will involve removing existing infrastructure, adjusting site grading, installing new curbs and gutters, and implementing comprehensive erosion and sediment control strategies. The project is designed to enhance recreational facilities at Northside Park with a focus on accessibility, functionality, and sustainable construction practices.

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Other files

File	Type	Posted
NORTHSIDE_COURT_ATHLETIC_COURT_&_PARKING_LOT_IMPROVEMENTS.pdf	PDF	Apr 22, 2022
ADD_ALTERNATES_#2,_#3,_#4_and_#5_-_Stairway_Photographs.pdf	PDF	Apr 22, 2022
Northside_Park_Photographs.pdf	PDF	Apr 22, 2022
ADD_ALTERNATE_#1_-_Northside_Park_South_Field_Access_Photographs.pdf	PDF	Apr 22, 2022
Sample_Services_Agreement.pdf	PDF	Apr 22, 2022
COG_Substitute_W9.pdf	PDF	Apr 22, 2022

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VICINITY MAP

22007

C-101 1 10

COURT, SIDEWALK &

ACCESS IMPROVEMENTS

NORTHSIDE PARK

GREENVILLE CO. SOUTH CAROLINA

COVER

SJL AUGUST 21, 2020

SJL 1:50

JCA -

1 08.21.2020 RELEASED FOR BIDS

AND PERMITS JCA

2 02.25.2022 MODIFIED PER OWNER

COMMENTS JCA

3 03.24.2022 REVISED PER OWNER

COMMENTS JCA

A rb or L an d

D es ig n, L

JOB NO.

DRAWING NO.

SHEET NO.

R E V I S I O N S

GRAPHIC SCALE

C.O.A. SEAL

BYDESCRIPTIONNO. DATE

APPROVED:

DRAWN:

DESIGN:

DATE:

HORIZONTAL SCALE:

VERTICAL SCALE:

LEGEND

LAND DESIGN

LANDSCAPE ARCHITECTS - CIVIL ENGINEERS

LAND SURVEYORS - LAND PLANNERS

PO Box 263, Greenville, SC 29602 864.235.3589 postmaster@aldllc.net

SITE

COURT, SIDEWALK,

AND ACCESS

IMPROVEMENTS

NORTHSIDE PARK

CONSTRUCTION DRAWINGS

LIMITS OF DISTURBANCE

ADD ALTERNATE #1.

CONTRACTOR TO BID ADD

ALTERNATE SEPARATELY

ADD ALTERNATE #2.

CONTRACTOR TO BID ADD

ALTERNATE SEPARATELY

ADD ALTERNATE #2.

CONTRACTOR TO BID ADD

ALTERNATE SEPARATELY

ADD ALTERNATE #2.

CONTRACTOR TO BID ADD

ALTERNATE SEPARATELY

ADD ALTERNATE #2.

CONTRACTOR TO BID ADD

ALTERNATE SEPARATELY

AutoCAD SHX Text x

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NORTHSIDE PARK N/F COUNTY OF GREENVILLE

AutoCAD SHX Text

ARBOR LAND DESIGN #6651

AutoCAD SHX Text THIS DRAWING IS THE PROPERTY OF ARBOR LAND DESIGN, LLC AND IS FURNISHED WITH THE CONDITION THAT IT IS NOT TO BE ALTERED WITHOUT THE WRITTEN AUTHORIZATION OF ARBOR LAND DESIGN, LLC. FURTHERMORE, THIS DRAWING IS NOT TO BE COPIED, REPRODUCED OR USED BY OTHERS EXCEPT AS REQUIRED FOR THE PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN.

AutoCAD SHX Text DRAWING TITLE SHEET NO. SHEET NO. SHEET NO. COVER SHEET...................................................................... C-101 C-101 DEMOLITION PLAN................................................................ C-102 C-102 GRADING & STORM DRAIN PLAN........................................... C-103 C-103 SEDIMENT & EROSION CONTROL PLAN.................................. C-104 C-104 SITE & UTILITY PLAN........................................................... C-105 C-105 GENERAL NOTES................................................................... C-106 C-106 SEEDING NOTES.................................................................. C-107 C-107 EROSION CONTROL & STORM DRAIN DETAILS........................ C-108 C-108 SITE & PAVING DETAILS...................................................... C-109 C-109 SITE & PAVING DETAILS...................................................... C-110C-110

AutoCAD SHX Text I have placed my signature and seal on the design documents submitted signifying that I accept responsibility for the design of the system. Further, I certify to the best of my knowledge and belief that the design is consistent with the requirements of Title 48, Chapter 14 of the Code of Laws of SC, 1976 as amended, pursuant to Regulation 72-300 et seq. and in accordance with the terms and conditions of SCR1000000. James C. Ammons

AutoCAD SHX Text PROJECT SUMMARY TAX MAP #s: 0499020102900, 0499020102903, 0499020102902 ACREAGE: 46.2 Ac. (TOTAL PARCEL AREA) DISTURBED AREA: 1.9 Ac. (LIMITS OF DISTURBANCE) ZONING DISTRICT: UNZONED PAVEMENT, ASPHALT: 30,766 sq ft 30,766 sq ft SIDEWALKS: 8,815 sq. ft. 8,815 sq. ft. INCREASED IMPERVIOUS: 9,311 sq. ft. 9,311 sq. ft.

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THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE SURVEYOR

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THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY.

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CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES

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ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE

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EXISTING ASPHALT ATHLETIC COURTS

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EXISTING SHELTER

AutoCAD SHX Text EXISTING DRY POND GREENVILLE COUNTY PERMIT #08-1262 PERMIT # SCR10K755 FILE #23-08-05-23A

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EXISTING NORTH ATHLETIC FIELD

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EXISTING SOUTH ATHLETIC FIELDS

AutoCAD SHX Text

EXISTING PLAYGROUND

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EXISTING WATER PARK

AutoCAD SHX Text

SCALE: 1"=50'

AutoCAD SHX Text 0'

AutoCAD SHX Text 100'

AutoCAD SHX Text 50'

AutoCAD SHX Text ADD ALTERNATE NOTES ADD ALTERNATE #1 - ALL WORK OUTLINED AT SOUTH ATHLETIC FIELDS (NOT INCLUDING WORK OUTLINED AS ADD ALTERNATE #2) ADD ALTERNATE #2 - REPLACE EXISTING STAIRS AS OUTLINED

C-102 2 10

COURT, SIDEWALK, &

ACCESS IMPROVEMENTS

NORTHSIDE PARK

GREENVILLE CO. SOUTH CAROLINA

DEMOLITION PLAN

SJL AUGUST 21, 2020

SJL 1:40

JCA -

1 08.21.2020 RELEASED FOR BIDS

AND PERMITS JCA

2 02.25.2022 MODIFIED PER OWNER

COMMENTS JCA

A rb or L an d

D es ig n, L

JOB NO.

DRAWING NO.

SHEET NO.

R E V I S I O N S

GRAPHIC SCALE

C.O.A. SEAL

BYDESCRIPTIONNO. DATE

APPROVED:

DRAWN:

DESIGN:

DATE:

HORIZONTAL SCALE:

VERTICAL SCALE:

LEGEND

LAND DESIGN

LANDSCAPE ARCHITECTS - CIVIL ENGINEERS

LAND SURVEYORS - LAND PLANNERS

PO Box 263, Greenville, SC 29602 864.235.3589 postmaster@aldllc.net

REMOVE

EXISTING CURB

SAWCUT & REMOVE

EXISTING SIDEWALK

SAWCUT & REMOVE

EXISTING SIDEWALK

REMOVE EXISTING CURB

SAWCUT & REMOVE

EXISTING SIDEWALK

SAWCUT & REMOVE

EXISTING ASPHALT

SAWCUT & REMOVE

EXISTING ASPHALT

RELOCATE EXISTING ADA SIGN

(SEE SITE & UTILITY PLAN)

INSTALL INLET PROTECTION SOCK

AT EXISTING CATCH BASIN

CONCRETE WASHOUT

LOCATION

PORT-A-JOHN LOCATION

TEMPORARY TOILETS ARE NOT TO BE

PLACED DIRECTLY ON TOP OF OR

HYDRAULICALLY ABOVE STORM DRAINS.

EXISTING SIDEWALK

TO REMAIN

EXISTING SIDEWALK

TO REMAIN

EXISTING SIDEWALK

TO REMAIN

EXISTING ASPHALT TO BE

MILLED AND USED AS BASE

(SEE NOTE)

EXISTING LIGHT POLE

TO BE ADJUSTED

AFTER GRADING

REMOVE EXISTING

SIDEWALK

LIMITS OF DISTURBANCE SAWCUT & REMOVE EXISTING

ASPHALT PRIOR TO

INSTALLING PROPOSED CURB

& GUTTER

SAWCUT & REMOVE EXISTING

ASPHALT PRIOR TO INSTALLING

CONCRETE CROSSWALK

REMOVE EXISTING

CURB & GUTTER

LIMITS OF DISTURBANCE

SAWCUT & REMOVE

EXISTING SIDEWALK

SAWCUT & REMOVE

EXISTING ASPHALT

EXISTING SIDEWALK

TO REMAIN

SAWCUT & REMOVE

EXISTING SIDEWALK

TO REMAIN

SAWCUT & REMOVE

EXISTING ASPHALT

SAWCUT & REMOVE

EXISTING SIDEWALK

TO REMAIN

EXISTING WATER FOUNTAIN

TO BE REMOVED

ADD ALTERNATE #1.

CONTRACTOR TO BID ADD

ALTERNATE SEPARATELY

SEE SITE & UTILITY PLAN

FOR TREATMENT OF

EXISTING COURT SURFACE

FENCE TO BE RELOCATED

SEE SITE & UTILITY PLAN

ADD ALTERNATE #2.

CONTRACTOR TO BID ADD

ALTERNATE SEPARATELY

ADD ALTERNATE #2.

CONTRACTOR TO BID ADD

ALTERNATE SEPARATELY

ADD ALTERNATE #2.

CONTRACTOR TO BID ADD

ALTERNATE SEPARATELY

ADD ALTERNATE #2.

CONTRACTOR TO BID ADD

ALTERNATE SEPARATELY

AutoCAD SHX Text x

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TELE. PED.

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ARBOR LAND DESIGN #6651

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SCALE: 1"=40'

AutoCAD SHX Text 0'

AutoCAD SHX Text 80'

AutoCAD SHX Text 40'

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TO BE REMOVED

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LIMITS OF DISTURBANCE

AutoCAD SHX Text EXISTING DRY POND GREENVILLE COUNTY PERMIT #08-1262 PERMIT # SCR10K755 FILE #23-08-05-23A

AutoCAD SHX Text DEMOLITION NOTE: 1. All asphalt and concrete shall be sawcut at All asphalt and concrete shall be sawcut at existing surface edge prior to removal.

AutoCAD SHX Text MILLING NOTES: 1. Asphalt millings can be used as part of base Asphalt millings can be used as part of base under proposed asphalt as long as the following conditions are met: 1.1. Chunks of asphalt larger than 1" in Chunks of asphalt larger than 1" in diameter are removed. 1.2. Millings shall be rolled in to meet same Millings shall be rolled in to meet same compaction requirement as stone. 1.3. If millings are installed and rain occurs If millings are installed and rain occurs prior to asphalt surface installation, the millings need to be removed and replaced after subgrade is dry and 95% compaction is reached. 1.4. Crusher run is to be used to support Crusher run is to be used to support millings when shortage of milling occurs. 2. Alternate millings can be hauled off and 6" Alternate millings can be hauled off and 6" stone can be used as base.

AutoCAD SHX Text

EXISTING ASPHALT ATHLETIC COURTS

AutoCAD SHX Text

EXISTING SHELTER

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EXISTING NORTH ATHLETIC FIELD

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EXISTING SOUTH ATHLETIC FIELDS

AutoCAD SHX Text

EXISTING PLAYGROUND

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EXISTING WATER PARK

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TREE TO BE REMOVED

ADD ALTERNATE NOTES ADD ALTERNATE #1 - ALL WORK OUTLINED AT SOUTH ATHLETIC FIELDS (NOT INCLUDING WORK OUTLINED AS ADD ALTERNATE #2) ADD ALTERNATE #2 - REPLACE EXISTING STAIRS AS OUTLINED

PROP A1-CI

975 980

6 977

983984 98

993993994

5 994

99699

997 998998

130.00'

22007

C-103 3 10

COURT, SIDEWALK, &

ACCESS IMPROVEMENTS

NORTHSIDE PARK

GREENVILLE CO. SOUTH CAROLINA

GRADING & STORM

DRAIN PLAN

SJL AUGUST 21, 2020

SJL 1:40

JCA -

1 08.21.2020 RELEASED FOR BIDS

AND PERMITS JCA

2 02.25.2022 MODIFIED PER OWNER

COMMENTS JCA

A rb or L an d

D es ig n, L

JOB NO.

DRAWING NO.

SHEET NO.

R E V I S I O N S

GRAPHIC SCALE

C.O.A. SEAL

BYDESCRIPTIONNO. DATE

APPROVED:

DRAWN:

DESIGN:

DATE:

HORIZONTAL SCALE:

VERTICAL SCALE:

LEGEND

LAND DESIGN

LANDSCAPE ARCHITECTS - CIVIL ENGINEERS

LAND SURVEYORS - LAND PLANNERS

PO Box 263, Greenville, SC 29602 864.235.3589 postmaster@aldllc.net

LIMITS OF DISTURBANCE

INSTALL INLET

PROTECTION SOCK AT

EXISTING CATCH BASIN

CONCRETE WASHOUT

LOCATION

PORT-A-JOHN LOCATION

TEMPORARY TOILETS ARE NOT TO BE

PLACED DIRECTLY ON TOP OF OR

HYDRAULICALLY ABOVE STORM DRAINS.

TEMPORARY INLET PROTECTION SHALL BE

INSTALLED AND MAINTAINED AROUND

ALL INLETS UNTIL DRAINAGE AREA FOR

THE INLET IS OVER 70% STABILIZED END SINGLE ROW

SILT FENCE

END SINGLE ROW

SILT FENCE

HANDICAPPED RAMP

(SEE DETAIL)

MATCH EXISTING SIDEWALK

ADD FOUR STEPS

ADD ONE STEP

MATCH EXISTING

SIDEWALK

MATCH EXISTING

SIDEWALK

MATCH EXISTING

SIDEWALK

MATCH EXISTING

SIDEWALK

EXISTING LIGHT

POLE TO BE

ADJUSTED AFTER

GRADING

MATCH EXISTING

PAVEMENT

SLOPE TO BE

MATTED

END SINGLE ROW

SILT FENCE

END SINGLE ROW

SILT FENCE

HANDICAPPED RAMP

(SEE DETAIL)

END SINGLE ROW

SILT FENCE

END SINGLE ROW

SILT FENCE

END SINGLE ROW

SILT FENCE

END SINGLE ROW

SILT FENCE

END SINGLE ROW

SILT FENCE

END SINGLE ROW

SILT FENCE

MATCH EXISTING

SIDEWALK

MATCH EXISTING

SIDEWALKMATCH EXISTING

SIDEWALK

MATCH EXISTING

SIDEWALK

MATCH EXISTING

SIDEWALK

ADD ONE STEP

SLOPE TO BE

MATTED

SLOPE TO BE

MATTED

SLOPE TO BE

MATTED

HANDICAPPED RAMP

(SEE DETAIL)

ADD ALTERNATE #1.

CONTRACTOR TO BID ADD

ALTERNATE SEPARATELY

END SINGLE ROW

SILT FENCE

END SINGLE ROW

SILT FENCE

GRADE AREA LEVEL WITH

VEGETATED FILTER STRIP

(EXISTING ATHLETIC FIELDS)

SLOPE TO BE

MATTED

PROPOSED

BASKETBALL COURT

SEE SITE & UTILITY PLAN

FOR TREATMENT OF

EXISTING COURT SURFACE

SLOPE TO BE

MATTED

ADD ALTERNATE #2.

CONTRACTOR TO BID ADD

ALTERNATE SEPARATELY

ADD ALTERNATE #2.

CONTRACTOR TO BID ADD

ALTERNATE SEPARATELY

ADD ALTERNATE #2.

CONTRACTOR TO BID ADD

ALTERNATE SEPARATELY

ADD ALTERNATE #2.

CONTRACTOR TO BID ADD

ALTERNATE SEPARATELY

AutoCAD SHX Text x

AutoCAD SHX Text

TELE. PED.

AutoCAD SHX Text

ARBOR LAND DESIGN #6651

AutoCAD SHX Text

SCALE: 1"=40'

AutoCAD SHX Text 0'

AutoCAD SHX Text 80'

AutoCAD SHX Text 40'

AutoCAD SHX Text

EXISTING ASPHALT ATHLETIC COURTS

AutoCAD SHX Text

EXISTING SHELTER

AutoCAD SHX Text

EXISTING NORTH ATHLETIC FIELD

AutoCAD SHX Text

EXISTING SOUTH ATHLETIC FIELDS

AutoCAD SHX Text

EXISTING PLAYGROUND

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EXISTING WATER PARK

AutoCAD SHX Text NOTES: 1. The Contractor shall install temporary inlet protection around all The Contractor shall install temporary inlet protection around all existing and proposed storm drain inlets during construction. Inlet protection shall remain in place until site is 70% stabilized. 2. Slopes greater than 3:1 shall be stabilized as necessary with Slopes greater than 3:1 shall be stabilized as necessary with synthetic or vegetative mats, in addition to grassing/hydro seeding to ensure their integrity. Temporary slope drains shall be installed as necessary along construction where said slopes exceed (8) vertical feet. Temporary berms may be needed until slope is brought to grade. 3. Once the site has become 70% stabilized, the Contractor shall Once the site has become 70% stabilized, the Contractor shall remove all temporary erosion control BMPs. 4. The concrete washout area shall be located as shown on plans. The concrete washout area shall be located as shown on plans. (See Washout Detail) 5. Temporary concrete washout facilities shall be constructed with Temporary concrete washout facilities shall be constructed with a depression or berm and located fifty feet from storm drain inlets, open drainage facilities and watercourses. 6. All or any fill dirt or waste dirt must be to or from a All or any fill dirt or waste dirt must be to or from a permitted site. 7. Temporary sanitary facilities, (Port-a-John), shall be located on Temporary sanitary facilities, (Port-a-John), shall be located on a flat surface away from drainage facilities, water courses and traffic circulation. 8. Stockpiling of usable or waste materials shall be within the Stockpiling of usable or waste materials shall be within the Limits of Disturbance. The material shall be surrounded by silt fence at all times. All stockpiles shall be placed away from storm water inlet structures, adjacent property and public roads. Use area designated on plans. Notify Engineer if different area is needed for stockpile material. 9. Install inlet protection socks at inlets of all existing curb inlets Install inlet protection socks at inlets of all existing curb inlets as per detail. 10. Existing drive to be used as construction entrance. Contractor Existing drive to be used as construction entrance. Contractor responsible for not tracking mud onto public right-of-way. 11. Contractor shall check to ensure that all ADA sidewalks have Contractor shall check to ensure that all ADA sidewalks have max 5% longitudinal grade and max 2% cross slope prior to installation. Contractor shall check to ensure that all ADA ramps have max 8.33% longitudinal grade and max 2% cross slope prior to installation. 12. All asphalt and concrete shall be sawcut at existing surface All asphalt and concrete shall be sawcut at existing surface edge prior to removal.

AutoCAD SHX Text INLET PROTECTION NOTES ALL INLETS SHALL HAVE TYPE A INLET PROTECTION DURING CONSTRUCTION. (SEE DETAIL) ONCE THE ROADWAY IS PAVED, ALL CURB INLETS SHALL CONVERT FROM INLET PROTECTION TYPE A TO TYPE E. (SEE DETAIL)

AutoCAD SHX Text EXISTING DRY POND GREENVILLE COUNTY PERMIT #08-1262 PERMIT # SCR10K755 FILE #23-08-05-23A

AutoCAD SHX Text

EX CB

AutoCAD SHX Text

TOP 967.7

AutoCAD SHX Text

THROAT 966.9

AutoCAD SHX Text

INV. IN 963.7

AutoCAD SHX Text

INV. OUT 960.3

AutoCAD SHX Text

EX. 15" HDPE

AutoCAD SHX Text

EX CB

AutoCAD SHX Text

TOP 962.3

AutoCAD SHX Text

INV. 958.2

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EX. 15" HDPE

AutoCAD SHX Text

EX. 15" HDPE

AutoCAD SHX Text

EX CB

AutoCAD SHX Text

TOP 967.9

AutoCAD SHX Text

THROAT 966.8 (W)

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THROAT 966.9 (E)

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INV. OUT 963.9

AutoCAD SHX Text

AutoCAD SHX Text L-O-D

AutoCAD SHX Text o

AutoCAD SHX Text +1089.0

AutoCAD SHX Text

AutoCAD SHX Text CI - CURB INLET CB - CATCH BASIN EXISTING STORM DRAIN LINE PROPOSED STORM DRAIN LINE LIMITS OF DISTURBANCE SILT FENCE TEMPORARY INLET PROTECTION EROSION CONTROL SOCK EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION EXISTING ASPHALT PROPOSED ASPHALT EXISTING SIDEWALK PROPOSED SIDEWALK TRUNCATED DOMES PROPOSED HEAVY-DUTY CONCRETE

AutoCAD SHX Text

EX SD

ADD ALTERNATE NOTES ADD ALTERNATE #1 - ALL WORK OUTLINED AT SOUTH ATHLETIC FIELDS (NOT INCLUDING WORK OUTLINED AS ADD ALTERNATE #2) ADD ALTERNATE #2 - REPLACE EXISTING STAIRS AS OUTLINED

975 980

6 977

983984 98

993993994

5 994

99699

997 998998

130.00'

22007

C-104 4 10

COURT, SIDEWALK, &

ACCESS IMPROVEMENTS

NORTHSIDE PARK

GREENVILLE CO. SOUTH CAROLINA

SEDIMENT & EROSION

CONTROL PLAN

SJL AUGUST 21, 2020

SJL 1:40

JCA -

1 08.21.2020 RELEASED FOR BIDS

AND PERMITS JCA

2 02.25.2022 MODIFIED PER OWNER

COMMENTS JCA

A rb or L an d

D es ig n, L

JOB NO.

DRAWING NO.

SHEET NO.

R E V I S I O N S

GRAPHIC SCALE

C.O.A. SEAL

BYDESCRIPTIONNO. DATE

APPROVED:

DRAWN:

DESIGN:

DATE:

HORIZONTAL SCALE:

VERTICAL SCALE:

LEGEND

LAND DESIGN

LANDSCAPE ARCHITECTS - CIVIL ENGINEERS

LAND SURVEYORS - LAND PLANNERS

PO Box 263, Greenville, SC 29602 864.235.3589 postmaster@aldllc.net

LIMITS OF DISTURBANCE

INSTALL INLET

PROTECTION SOCK AT

EXISTING CATCH BASIN

CONCRETE WASHOUT

LOCATION

PORT-A-JOHN LOCATION

TEMPORARY TOILETS ARE NOT TO BE

PLACED DIRECTLY ON TOP OF OR

HYDRAULICALLY ABOVE STORM DRAINS.

TEMPORARY INLET PROTECTION SHALL

BE INSTALLED AND MAINTAINED

AROUND ALL INLETS UNTIL DRAINAGE

AREA FOR THE INLET IS OVER 70%

STABILIZED END SINGLE ROW

SILT FENCE

END SINGLE ROW

SILT FENCE

END SINGLE ROW

SILT FENCE

END SINGLE ROW

SILT FENCE

END SINGLE ROW

SILT FENCE

END SINGLE ROW

SILT FENCE

END SINGLE ROW

SILT FENCE

END SINGLE ROW

SILT FENCE

END SINGLE ROW

SILT FENCE

END SINGLE ROW

SILT FENCE

MATCH EXISTING

SIDEWALK

SLOPE TO BE

MATTED

SLOPE TO BE

MATTED

ADD ALTERNATE #1.

CONTRACTOR TO BID ADD

ALTERNATE SEPARATELY

SLOPE TO BE

MATTED

END SINGLE ROW

SILT FENCE

END SINGLE ROW

SILT FENCE

GRADE AREA LEVEL WITH

VEGETATED FILTER STRIP

(EXISTING ATHLETIC FIELDS)

SLOPE TO BE

MATTED

PROPOSED

BASKETBALL COURT

SEE SITE & UTILITY PLAN

FOR TREATMENT OF

EXISTING COURT SURFACE

SLOPE TO BE

MATTED

SLOPE TO BE

MATTED

ADD ALTERNATE #2.

CONTRACTOR TO BID ADD

ALTERNATE SEPARATELY

ADD ALTERNATE #2.

CONTRACTOR TO BID ADD

ALTERNATE SEPARATELY

ADD ALTERNATE #2.

CONTRACTOR TO BID ADD

ALTERNATE SEPARATELY

ADD ALTERNATE #2.

CONTRACTOR TO BID ADD

ALTERNATE SEPARATELY

AutoCAD SHX Text x

AutoCAD SHX Text

TELE. PED.

AutoCAD SHX Text

ARBOR LAND DESIGN #6651

AutoCAD SHX Text

SCALE: 1"=40'

AutoCAD SHX Text 0'

AutoCAD SHX Text 80'

AutoCAD SHX Text 40'

AutoCAD SHX Text

EXISTING ASPHALT ATHLETIC COURTS

AutoCAD SHX Text

EXISTING SHELTER

AutoCAD SHX Text

EXISTING NORTH ATHLETIC FIELD

AutoCAD SHX Text

EXISTING SOUTH ATHLETIC FIELDS

AutoCAD SHX Text

EXISTING PLAYGROUND

AutoCAD SHX Text

EXISTING WATER PARK

AutoCAD SHX Text EXISTING DRY POND GREENVILLE COUNTY PERMIT #08-1262 PERMIT # SCR10K755 FILE #23-08-05-23A

AutoCAD SHX Text

EX CB

AutoCAD SHX Text

TOP 967.7

AutoCAD SHX Text

THROAT 966.9

AutoCAD SHX Text

INV. IN 963.7

AutoCAD SHX Text

INV. OUT 960.3

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

EX CB

AutoCAD SHX Text

TOP 962.3

AutoCAD SHX Text

INV. 958.2

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

EX CB

AutoCAD SHX Text

TOP 967.9

AutoCAD SHX Text

THROAT 966.8 (W)

AutoCAD SHX Text

THROAT 966.9 (E)

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INV. OUT 963.9

AutoCAD SHX Text NOTES: 1. The Contractor shall install temporary inlet protection around all existing and The Contractor shall install temporary inlet protection around all existing and proposed storm drain inlets during construction. Inlet protection shall remain in place until drainage area for inlet is 70% stabilized. 2. Slopes greater than 3:1 shall be stabilized as necessary with synthetic or Slopes greater than 3:1 shall be stabilized as necessary with synthetic or vegetative mats, in addition to grassing/hydro seeding to ensure their integrity. Temporary slope drains shall be installed as necessary along construction where said slopes exceed (8) vertical feet. Temporary berms may be needed until slope is brought to grade. 3. Once the site has become 70% stabilized, the Contractor shall remove all Once the site has become 70% stabilized, the Contractor shall remove all temporary erosion control BMPs. 4. The Contractor shall be responsible for making sure all storm drain manhole The Contractor shall be responsible for making sure all storm drain manhole lids are flush with proposed grade. 5. All or any fill dirt or waste dirt must be to or from a permitted site. All or any fill dirt or waste dirt must be to or from a permitted site. 6. Temporary sanitary facilities, (port-a-john), shall be located on a flat surface Temporary sanitary facilities, (port-a-john), shall be located on a flat surface away from drainage facilities, water courses and traffic circulation. 7. Temporary concrete washout facilities shall be constructed with a depression or Temporary concrete washout facilities shall be constructed with a depression or berm and located fifty feet from storm drain inlets, open drainage facilities and watercourses (see detail). 8. Stockpiling of usable or waste materials shall be within the Limits of Stockpiling of usable or waste materials shall be within the Limits of Disturbance. The material shall be surrounded by silt fence at all times. All stockpiles shall be placed away from storm water inlet structures, adjacent property and public roads. 9. Install inlet protection socks at inlets of all existing curb inlets as per detail. Install inlet protection socks at inlets of all existing curb inlets as per detail. 10. Existing drive to be used as construction entrance. Contractor responsible for Existing drive to be used as construction entrance. Contractor responsible for not tracking mud onto public right-of-way.

AutoCAD SHX Text NOTE: ALL SLOPES SHALL BE MATTED AND SEEDED WITH TEMPORARY GRASSING ONCE FINAL GRADE HAS BEEN ESTABLISHED.

AutoCAD SHX Text PHASE 1 - EROSION CONTROL CONSTRUCTION SCHEDULE: 1. Receive NPDES coverage from DHEC. Receive NPDES coverage from DHEC. 2. Pre-construction meeting is required by Greenville County at least 48 hours Pre-construction meeting is required by Greenville County at least 48 hours prior to beginning any land disturbing activities. The owner, design engineer and contractor must be present and have obtained the Stormwater Permit, Stamped Approved Plans and the NOI Approval Letter from SCDHEC before calling Greenville County. Call to schedule this meeting. 3. Notify DHEC EQC Regional office 48 hours prior to beginning land-disturbing Notify DHEC EQC Regional office 48 hours prior to beginning land-disturbing activities. 4. Install a weatherproof box on site that is accessible to the entrance. The Install a weatherproof box on site that is accessible to the entrance. The weatherproof box should include the approved construction SWPPP, Inspection Log, Rainfall Log and a rain gauge attached to post holding the weatherproof box. 5. Clearing and grubbing only as necessary for installation of perimeter controls. Clearing and grubbing only as necessary for installation of perimeter controls. 6. Installation of perimeter controls (eg. Inlet protection in existing storm drain Installation of perimeter controls (eg. Inlet protection in existing storm drain inlets/perimeter silt fence.). 7. Remove existing concrete curb and sidewalk. Remove existing concrete curb and sidewalk. 8. Begin Rough Grading for proposed sidewalks, steps, and court. Begin Rough Grading for proposed sidewalks, steps, and court. 9. Installation of storm drain system and placement of inlet protection. Installation of storm drain system and placement of inlet protection. 10. Mill existing asphalt (see milling notes on C-101). Mill existing asphalt (see milling notes on C-101). 11. Fine grading for curbs and paving. Fine grading for curbs and paving. 12. Install curb & gutter. Install curb & gutter. 13. Backfill curb & gutter. Backfill curb & gutter. 14. Install asphalt paving. Install asphalt paving. 15. Stabilize all disturbed areas. Stabilize all disturbed areas. 16. Removal of temporary sediment and erosion control measures after entire area Removal of temporary sediment and erosion control measures after entire area draining to the structure is finally stabilized. (The Department recommends that the Project Owner/Operator have the SWPPP Preparer or registration equivalent approve the removal of temporary structures.) temporary structures.) 17. Submit Notice of Termination (NOT) to DHEC as appropriate.Submit Notice of Termination (NOT) to DHEC as appropriate.

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ADD ALTERNATE NOTES ADD ALTERNATE #1 - ALL WORK OUTLINED AT SOUTH ATHLETIC FIELDS (NOT INCLUDING WORK OUTLINED AS ADD ALTERNATE #2) ADD ALTERNATE #2 - REPLACE EXISTING STAIRS AS OUTLINED

975 980

6 977

983984 98

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5 994

99699

997 998998

9.00'

20.00'

(TYP.)

9.00'

18.00'

(TYP.)

24.00'

11.00' 5.00'

8.00' 5.00'

8.00'

24.00'

24.64'

25.09'

24.66'

24.39'

8.00'

5.00'

5.3 3'

3.00' 3.00'

8.00'

5.00'

36.00' 10.00'

36.00'

78.00'

20.00' 11.00' 20.00'

11.00' 20.00'

44.00' 8.00'

44.00'

50.00' 8.00'

8.00' 84.00'

8.00'

5.00'

6.29'

5.00'

5.00' 8.00' (TYP.)

8.00'

5.00' 20.21'

7.00'

5.00'

8.00'

(TYP.)8.00'

5.00'

19.63'

202' 97'

120'

8.00'

130.00'

7.50' 7.50'9.50'

9.50' 4.00' 4.00'

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C-105 5 10

COURT, SIDEWALK, &

ACCESS IMPROVEMENTS

NORTHSIDE PARK

GREENVILLE CO. SOUTH CAROLINA

SITE & UTILITY

PLAN

SJL AUGUST 21, 2020

SJL 1:40

JCA -

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AND PERMITS JCA

2 02.25.2022 MODIFIED PER OWNER

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BYDESCRIPTIONNO. DATE

APPROVED:

DRAWN:

DESIGN:

DATE:

HORIZONTAL SCALE:

VERTICAL SCALE:

LEGEND

LAND DESIGN

LANDSCAPE ARCHITECTS - CIVIL ENGINEERS

LAND SURVEYORS - LAND PLANNERS

PO Box 263, Greenville, SC 29602 864.235.3589 postmaster@aldllc.net

LIMITS OF

DISTURBANCE

LIMITS OF DISTURBANCE

INSTALL INLET

PROTECTION SOCK AT

EXISTING CATCH BASIN

CONCRETE WASHOUT

LOCATION

PORT-A-JOHN LOCATION

TEMPORARY TOILETS ARE NOT TO BE

PLACED DIRECTLY ON TOP OF OR

HYDRAULICALLY ABOVE STORM DRAINS.

TEMPORARY INLET PROTECTION SHALL

BE INSTALLED AND MAINTAINED

AROUND ALL INLETS UNTIL DRAINAGE

AREA FOR THE INLET IS OVER 70%

STABILIZED

END SINGLE

ROW SILT FENCE

END SINGLE

ROW SILT

FENCE

SLOPE TO BE

MATTED

END SINGLE ROW

SILT FENCE

END SINGLE ROW

SILT FENCE

END SINGLE ROW

SILT FENCE

END SINGLE ROW

SILT FENCE

END SINGLE ROW

SILT FENCE

END SINGLE ROW

SILT FENCE

END SINGLE ROW

SILT FENCE

END SINGLE ROW

SILT FENCE

MATCH EXISTING

SIDEWALK

SLOPE TO BE

MATTED

SLOPE TO BE

MATTED

HEAVY-DUTY

CONCRETE

CROSSWALK

PEDESTRIAN SIGNAGE

W11-2 & W16-9P

(2) 4" SCH. 40 GREY

SLEEVES

(2) 4" SCH. 40 GREY

SLEEVES

SAWCUT EXISTING

ASPHALT PRIOR TO

INSTALLING PROPOSED

CURB & GUTTER

PAINTED CROSSWALK

PROPOSED 18" STANDARD

CURB & GUTTER

(SEE DETAIL)

END 18" STANDARD

CURB & GUTTER

TRUNCATED

DOME (TYP.)

CONNECT CURB & GUTTER AT

EXISTING STORM DRAIN BOX

4 TENNIS COURTS

CONVERT EXISTING

BASKETBALL COURT AREA

TO 6 PICKLEBALL COURTS

4' FENCE BETWEEN COURTS

WITH 4' OPENING AT BOTH ENDS

PROPOSED BASKETBALL COURT (HIGH

SCHOOL REGULATION SIZE OF 84'x50'

WITH 8' APRON) TO RECEIVE ACRYLIC

RESURFACER, COLOR COURSES, AND

STRIPING PER COURT SPECIFICATIONS

PROPOSED 18" STANDARD

PITCHED CURB & GUTTER

(SEE DETAIL)

PAINTED ACCESS STRIPING

END 18" NEW

CURB & GUTTER

TRUNCATED DOME (TYP.)

END 18" NEW

CURB & GUTTER

10' FENCE AROUND COURT

(SEE DETAIL)

ADD ALTERNATE #1.

CONTRACTOR TO BID ADD

ALTERNATE SEPARATELY

TENNIS AND PICKLEBALL COURTS TO

RECEIVE CRACK REPAIR, ACRYLIC

RESURFACER, COLOR COURSES, AND

STRIPING PER COURT SPECIFICATIONS

FENCE TO BE RELOCATED WITH

TWO NEW TERMINAL POSTS TO

ALLOW 97' ON PICKLEBALL SIDE

ADA PARKING SIGN

EXISTING TREE

TO REMAIN (TYP.)

SLOPE TO BE

MATTED

END SINGLE ROW

SILT FENCE

END SINGLE ROW

SILT FENCE

GRADE AREA LEVEL WITH

VEGETATED FILTER STRIP

(EXISTING ATHLETIC FIELDS)

SLOPE TO BE

MATTED

SLOPE TO BE

MATTED

SPEED HUMP SIGNAGE

W17-1

PREFABRICATED

MODULAR

SPEED CUSHION

ADD ALTERNATE #2.

CONTRACTOR TO BID ADD

ALTERNATE SEPARATELY

ADD ALTERNATE #2.

CONTRACTOR TO BID ADD

ALTERNATE SEPARATELY

ADD ALTERNATE #2.

CONTRACTOR TO BID ADD

ALTERNATE SEPARATELY

ADD ALTERNATE #2.

CONTRACTOR TO BID ADD

ALTERNATE SEPARATELY

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TELE. PED.

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NORTHSIDE PARK N/F COUNTY OF GREENVILLE

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ARBOR LAND DESIGN #6651

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SCALE: 1"=40'

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AutoCAD SHX Text 80'

AutoCAD SHX Text 40'

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EXISTING ASPHALT ATHLETIC COURTS

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EXISTING SHELTER

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EXISTING NORTH ATHLETIC FIELD

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EXISTING SOUTH ATHLETIC FIELDS

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EXISTING PLAYGROUND

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EXISTING WATER PARK

AutoCAD SHX Text EXISTING DRY POND GREENVILLE COUNTY PERMIT #08-1262 PERMIT # SCR10K755 FILE #23-08-05-23A

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EX CB

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TOP 967.7

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THROAT 966.9

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INV. IN 963.7

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INV. OUT 960.3

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15" HDPE

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TOP 962.3

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INV. 958.2

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15" HDPE

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15" HDPE

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TOP 967.9

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THROAT 966.8 (W)

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THROAT 966.9 (E)

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INV. OUT 963.9

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AutoCAD SHX Text NOTES: 1. The Contractor shall install temporary inlet protection around all existing The Contractor shall install temporary inlet protection around all existing and proposed storm drain inlets during construction. Inlet protection shall remain in place until site is 70% stabilized. 2. Slopes greater than 3:1 shall be stabilized as necessary with synthetic or Slopes greater than 3:1 shall be stabilized as necessary with synthetic or vegetative mats, in addition to grassing/hydro seeding to ensure their integrity. Temporary slope drains shall be installed as necessary along construction where said slopes exceed (8) vertical feet. Temporary berms may be needed until slope is brought to grade. 3. Once the site has become 70% stabilized, the Contractor shall remove all Once the site has become 70% stabilized, the Contractor shall remove all temporary erosion control BMPs. 4. The concrete washout area shall be located as shown on plans. (See The concrete washout area shall be located as shown on plans. (See Washout Detail) 5. Temporary concrete washout facilities shall be constructed with a depression Temporary concrete washout facilities shall be constructed with a depression or berm and located fifty feet from storm drain inlets, open drainage facilities and watercourses. 6. All or any fill dirt or waste dirt must be to or from a permitted site. All or any fill dirt or waste dirt must be to or from a permitted site. 7. Temporary sanitary facilities, (Port-a-John), shall be located on a flat Temporary sanitary facilities, (Port-a-John), shall be located on a flat surface away from drainage facilities, water courses and traffic circulation. 8. Stockpiling of usable or waste materials shall be within the Limits of Stockpiling of usable or waste materials shall be within the Limits of Disturbance. The material shall be surrounded by silt fence at all times. All stockpiles shall be placed away from storm water inlet structures, adjacent property and public roads. Use area designated on plans. Notify Engineer if different area is needed for stockpile material. 9. Install inlet protection socks at inlets of all existing curb inlets as per Install inlet protection socks at inlets of all existing curb inlets as per detail. 10. Existing drive to be used as construction entrance. Contractor responsible Existing drive to be used as construction entrance. Contractor responsible for not tracking mud onto public right-of-way. 11. Contractor shall check to ensure that all ADA sidewalks have max 5% Contractor shall check to ensure that all ADA sidewalks have max 5% longitudinal grade and max 2% cross slope prior to installation. Contractor shall check to ensure that all ADA ramps have max 8.33% longitudinal grade and max 2% cross slope prior to installation. 12. All asphalt and concrete shall be sawcut at existing surface edge prior to All asphalt and concrete shall be sawcut at existing surface edge prior to removal. 13. All new asphalt shall be striped as shown on plans. All new asphalt shall be striped as shown on plans. 14. Speed cushions shall be a maximum of 2.5' from face of curb or edge of Speed cushions shall be a maximum of 2.5' from face of curb or edge of pavement when no curb is present. All signing and striping shall conform to the latest edition of the MUTCD.

AutoCAD SHX Text ROADWAY NOTES: 1. All dimensions shown are to the face of curb. All dimensions shown are to the face of curb. 2. All parking spaces shall be as shown on plans - All parking spaces shall be as shown on plans - 9' wide and 18' deep or 9' wide and 20' deep .

ADD ALTERNATE NOTES ADD ALTERNATE #1 - ALL WORK OUTLINED AT SOUTH ATHLETIC FIELDS (NOT INCLUDING WORK OUTLINED AS ADD ALTERNATE #2) ADD ALTERNATE #2 - REPLACE EXISTING STAIRS AS OUTLINED

C-106 6 10

COURT, SIDEWALK, &

ACCESS IMPROVEMENTS

NORTHSIDE PARK

GREENVILLE CO SOUTH CAROLINA

GENERAL NOTES &

SPECIFICATIONS

SJL AUGUST 21, 2020

SJL -

JCA -

1 08.21.2020 RELEASED FOR BIDS

AND PERMITS JCA

2 02.25.2022 MODIFIED PER OWNER

COMMENTS JCA

A rb or L an d

D es ig n, L

JOB NO.

DRAWING NO.

SHEET NO.

R E V I S I O N S

GRAPHIC SCALE

C.O.A. SEAL

BYDESCRIPTIONNO. DATE

APPROVED:

DRAWN:

DESIGN:

DATE:

HORIZONTAL SCALE:

VERTICAL SCALE:

LEGEND

LAND DESIGN

LANDSCAPE ARCHITECTS - CIVIL ENGINEERS

LAND SURVEYORS - LAND PLANNERS

PO Box 263, Greenville, SC 29602 864.235.3589 postmaster@aldllc.net

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ARBOR LAND DESIGN #6651

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SIGNATURE

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DATE

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TITLE

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NAME

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ADDRESS

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TELEPHONE #

AutoCAD SHX Text CONTRACTOR CERTIFICATION STATEMENT: All contractors and subcontractors of the owner/operator whose activities at the site may impact storm water discharges or controls at the site along the duration of the project, shall sign a copy of the certification statement given below: "I certify by my signature below that I accept the terms and conditions of the Storm Water Pollution Prevention Plan (SWPPP) as required by the general National Pollutant Discharge Elimination System (NPDES permit number SCR100000) issued to the owner/operator of the construction activity for which I have been contracted to perform construction related professional services. Further, by my signature below, I understand that I am becoming a co-permittee with the owner/operator and other contractors that have become co-permittee to the general NPDES permit issued to the owner/operator of the facility for which I have been contracted to perform professional construction services. As a co-permittee, I understand that I, and my company, as the case may be, are legally accountable to the SC Department of Health and Environment Control (DHEC), under the authorities of the CWA and the SC pollution Control Act, to ensure compliance with the terms and conditions of the SWPPP. I also understand that DHEC enforcement actions may be taken against any specific co-permittee or combination of co-permittees if the terms and conditions of the SWPP are not met. Therefore having understood the above information, I am signing this certification and am receiving co-permittee status to the aforementioned general NPDES permit."

AutoCAD SHX Text Notes: 1. Maintain all sediment and erosion control features throughout life of the project. 2. Inspections to be every 7 calendar days and within 24 hours after each rainfall event that produces " or more of precipitation. 12" or more of precipitation. 3. Installation of some permanent water quality devices should occur after the site is stabilized; include this in the sequence. Clean-out of other water quality devices that were used during construction should occur after site stabilization.

AutoCAD SHX Text Temporary Seeding During construction, the contractor shall be required to control erosion on all disturbed slopes before the establishment of permanent vegetation. Temporary seeding shall consist of Annual Ryegrass at 150 lbs. per acre with straw mulch employed as necessary. The contractor shall be required to do maintenance necessary to keep temporary seeded areas in a satisfactory condition until permanent grassing and landscaping is in place. This includes repairing washes and additional temporary seeding where a satisfactory stand of grass has not been achieved. See Greenville County Seeding Specifications, Sheet C-106. Owner's Certification All land disturbing activity will be accomplished pursuant to the approved plan and responsible personnel will be assigned to the project. Representatives of the S.C. Land Resources Conservation Commission or the delegated implementing agency have the right to conduct on-site inspections in accordance with the Final Regulations of the Stormwater Management and Sediment Reduction Act of 1991. Name ________________________________________ Title _________________________________________ Date _________________________________________

AutoCAD SHX Text Owner

AutoCAD SHX Text County of Greenivlle

AutoCAD SHX Text August 21, 2020

AutoCAD SHX Text PROJECT CLOSEOUT PROCEDURES: 1. Not later than 30 days before project completion, request an initial closure inspection with the contractor, owner, Greenville County, and the plan engineer who will develop a collection list and specification for finding not in accordance with the approval plan. 2. Upon completion of corrections noted above, engineer will submit an "application for permit closure" to the Greenville Country Land Development Division for acceptance and approval. The following information will be required in the submittal to Greenville County: A) Letter of Certification addressing; site completion, site stabilization, buffers, easements, water quality features/devices, amount of impervious surface, and array of pollutant removal. B) As-Built drawings C) Permanent maintenance plan for quantity and quality features D) Contact information, responsibilty/ownership agreements E) HOA/POA document, contract agreement F) Final Plat with correct tax map number G) Copy of NOT H) Pond Certification Form 3. Upon acceptance and approval of closer application, schedule a final SWPPP permit closeout inspection with the Greenville County Land Development Division. 4. Final SWPPP grading permit inspection must be completed prior to requesting a certificate of occupancy, release of bond, and submitting a NOT to DHEC. 5. The site shall be considered permanently stabilized when all surface disturbing activities are complete and either of the two following criteria are met: A) A uniform (e.g., evenly disturbed, without large bare areas) perennial vegetative cover with a density of 70% of the native background vegetative cover for the area has been established on all unpaved areas and areas not covered by permanent structures, or B) Equivalent permanent stabilization measures (such as riprap, gabions, or geotextiles) have been employed. 6. Upon completion of construction activities and meeting the conditions of permanent stabilization a Notice of Termination (NOT) shall be submitted to SC DHEC and a copy of the submitted NOT shall be sent to: Greenville County Land Development Division.

AutoCAD SHX Text BEST MANAGEMENT PRACTICES (BMPS) 1. To secure the project site, locate limits of construction, protect areas that are to remain To secure the project site, locate limits of construction, protect areas that are to remain undisturbed, and prevent migration of construction debris, orange construction fencing shall be be installed around areas not requiring silt fencing. Any accumulation of construction debris on public roadways or adjacent properties shall be removed within 24 hours. 2. A stabilized construction entrance shall be installed and maintained on the project site. Storm A stabilized construction entrance shall be installed and maintained on the project site. Storm water inlet protection shall be provided for all inlets (upstream and downstream) within 50 be provided for all inlets (upstream and downstream) within 50 ft. of the construction entrance (on both sides if the public roadway). 3. During the course of construction activities erosion and sediment controls shall be used to During the course of construction activities erosion and sediment controls shall be used to prevent; sediment accumulation on public roadways (including street gutters), sediment laden runoff from entering into existing storm water system inlets or depositing on adjacent properties, and airborne dust migration off-site. Any accumulation of sediment from the project site on public roadways or adjacent properties shall be removed within 24 hours. 4. Silt fencing shall be placed no closer than 5 ft. downhill from the toe of any fill area. Silt fencing shall be placed no closer than 5 ft. downhill from the toe of any fill area. 5. Temporary stockpiling of useable or waste materials shall be surrounded by silt ence at all times. Temporary stockpiling of useable or waste materials shall be surrounded by silt ence at all times. Temporary stockpiles shall be placed away from storm water inlet structures, adjacent shall be placed away from storm water inlet structures, adjacent property and public roads. 6. Cat track or surfaces roughening is required for all slopes greater than 4:1 prior to seeding and Cat track or surfaces roughening is required for all slopes greater than 4:1 prior to seeding and lying of synthetic or vegetative mats. Cat tracking or surface roughening shall produce a vegetative mats. Cat tracking or surface roughening shall produce a surface with furrows running cross slope, parallel with slope contours, and perpendicular to surface runoff. 7. Portable toilet facilities shall not be located within 20 ft. of any stormwater structure and/or within Portable toilet facilities shall not be located within 20 ft. of any stormwater structure and/or within 50 ft. of any watercourse, wetland area, stream, floodplain, or lake. watercourse, wetland area, stream, floodplain, or lake. 8. Temporary silt traps shall be installed at all inlets during construction. Temporary silt traps shall be installed at all inlets during construction. 9. Provide silt fence along the toe of any fill slopes or location where sediment shall discharge from Provide silt fence along the toe of any fill slopes or location where sediment shall discharge from the site. 10. Temporary diversion ditches are to be used as needed during construction. Temporary diversion ditches are to be used as needed during construction. 11. Additional riprap shall be required as necessary to stabilize outfalls as directed by the Engineer or Additional riprap shall be required as necessary to stabilize outfalls as directed by the Engineer or Greenville County. 12. No sediment or erosion control measures shall impede the natural flow of water. No sediment or erosion control measures shall impede the natural flow of water. 13. Bedding material shall be used as necessary during the installation of the storm drain pipe. Bedding material shall be used as necessary during the installation of the storm drain pipe. Notify Engineer if bedding material is necessary prior to installation. material is necessary prior to installation. 14. The Contractor shall be responsible for dust control while on the project.The Contractor shall be responsible for dust control while on the project.

AutoCAD SHX Text GENERAL NOTES: 1. The total site area is 43.2 acres. The total disturbed area is approx. 0.9 acres, which includes parking lot asphalt resurfacing The total site area is 43.2 acres. The total disturbed area is approx. 0.9 acres, which includes parking lot asphalt resurfacing including ADA parking and standard parking spaces, concrete walks, and storm drainage. 2. The post development curve number of the project site is approximately 84. The post development curve number of the project site is approximately 84. 3. The receiving water is unnamed tributary to Enoree River. The receiving water is unnamed tributary to Enoree River. 4. The existing soils are predominately Hiawassee sandy loam. The existing soils are predominately Hiawassee sandy loam. 5. The nature of construction for the overall project is parking lot renovation and updating parking and walks to meet ADA The nature of construction for the overall project is parking lot renovation and updating parking and walks to meet ADA requirements at an existing park. 6. No earth disturbing activities may begin on the project site until a letter of coverage under SC NPDES General Permit No earth disturbing activities may begin on the project site until a letter of coverage under SC NPDES General Permit SCR100000 is issued by SC DHEC and received by the permittee. 7. The computer model SedCAD was used to determine the stormwater runoff for each watershed (2,10,25, & 100-year storms). The computer model SedCAD was used to determine the stormwater runoff for each watershed (2,10,25, & 100-year storms). 8. The Owner is County of Greenville, 4806 Old Spartanburg Raod, Taylors, SC 29687. Contact Don Shuman. The Owner is County of Greenville, 4806 Old Spartanburg Raod, Taylors, SC 29687. Contact Don Shuman. 9. Tax Map # 0499020102900, 0499020102902, 0499020102903 Tax Map # 0499020102900, 0499020102902, 0499020102903 0499020102900, 0499020102902, 0499020102903 10. The area of land disturbance for this project includes the parking, walks, and slopes as it is shown on the Grading Plans. Any The area of land disturbance for this project includes the parking, walks, and slopes as it is shown on the Grading Plans. Any further disturbance will require a revised stormwater permit. 11. A state certified CEPSCI Inspector shall be used to make the weekly storm water and erosion control inspection as per A state certified CEPSCI Inspector shall be used to make the weekly storm water and erosion control inspection as per SCDHEC requirements. The Developer is responsible for contacting the CEPSCI Inspector. 12. Any waste disposal shall be in compliance with SCDHEC solid waste regulations and Greenville County's nuisance Ordinance. Any waste disposal shall be in compliance with SCDHEC solid waste regulations and Greenville County's nuisance Ordinance. 13. The Contractor shall be responsible for demolition and removal of waste. The Contractor shall be responsible for demolition and removal of waste. 14. The Contractor shall be responsible for verifying the elevations of all catch basins, throats, and inverts prior to installation. The The Contractor shall be responsible for verifying the elevations of all catch basins, throats, and inverts prior to installation. The contractor shall notify Arbor Engineering if there are any differences between design grade and actual grade infield. any differences between design grade and actual grade infield. 15. A registered Engineer shall be responsible for inspecting all phases of the construction and certify satisfactory completion A registered Engineer shall be responsible for inspecting all phases of the construction and certify satisfactory completion according to the Greenville County Regulations. 16. No earth disturbing activities may begin on the project site until a letter of coverage under SC NPDES General Permit No earth disturbing activities may begin on the project site until a letter of coverage under SC NPDES General Permit SCR100000 is issued by SC DHEC and received by the permittee. STANDARD NOTES: 1.

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