Plan_Set_-_North_Chastain.pdf

PDF 13 MB Posted Sep 17, 2024

Attached to: SCOR Stream Restoration and Riparian Area Reclamation Projects
Solicitation number: IFB #25030
Issued by: Greenville County, South Carolina

View the file

Other files

File	Type	Posted
SCOR_Stream_Restoration_and_Riparian_Area_Reclamation_Projects_(Addendum_#4_Revision).pdf	PDF	Oct 22, 2024
Combined_Engineers_Estimate.pdf	PDF	Sep 17, 2024
Specifications_NorthChastain.pdf	PDF	Sep 17, 2024
Specifications_LittleCreek.pdf	PDF	Sep 17, 2024
Plan_Set_-_Little_Creek.pdf	PDF	Sep 17, 2024
Combined_Bid_Sheet.pdf	PDF	Sep 17, 2024
Sample_Construction_Agreement.pdf	PDF	Sep 17, 2024
COG_Sub_W9_.pdf	PDF	Sep 17, 2024

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

CIRCLE DR

N FRANKLIN RD

O O

L R

B U

N C

O M

B E

R D

SULPHUR SPRINGS RD

B U

N C

O M

B E

R D

N HAVEN DR

W BLUE RIDGE DR

RODNEY AVEW

E D

ECATU

R S T

M O

D R

VERNER DR

REVISIONDATENo.

SITE PLAN VICINITY MAP SHEET INDEX

PROJECT No.:

SOUTH CAROLINA

PRELIMINARY

NOT FOR

CONSTRUCTION

PROJECT AREA

GREENVILLE COUNTY

C.000

514 Pettigru Street Greenville, SC 29601 864.252.3705

FAX: 864.421.9909

NORTH CHASTAIN STREAM RESTORATION

AND RIPARIAN AREA RECLAMATION

VERNER DR

N FRANKLIN RD

C.200

C .2

AutoCAD SHX Text

MOST RECENT ISSUE OR REVISION DATE

AutoCAD SHX Text

LATEST REVISION NUMBER

AutoCAD SHX Text

INCLUDED WITH THIS ISSUE

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text

DRAWING INDEX LEGEND

AutoCAD SHX Text

FILLED CIRCLE INDICATES DRAWING

AutoCAD SHX Text C000

AutoCAD SHX Text W:\Srvln\IM\Greenville\Projects\SC_Greenville_CO\10000110_05_and_10000110_06_SCOR ASIP Projects\_North Chastain Stream Restoration and Riparian Area Reclamation\Design\Final Plans\01_10000110.06-C.000_Cover-Sheet.dwg Plotted By:Changivy, Le Plotted:September 13, 2024, Plotted By:Changivy, Le Plotted:September 13, 2024, Changivy, Le Plotted:September 13, 2024, Plotted:September 13, 2024, September 13, 2024, , 3:53:19 PM

AutoCAD SHX Text Last Saved By:Changivy, 9/13/2024 1:16:42 PMChangivy, 9/13/2024 1:16:42 PM, 9/13/2024 1:16:42 PM9/13/2024 1:16:42 PM

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SCALE: 1"=150'

AutoCAD SHX Text

SCALE: 1"=500'

AutoCAD SHX Text 10000110.06

AutoCAD SHX Text

AutoCAD SHX Text C.000

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text C.001

AutoCAD SHX Text

NOTES

AutoCAD SHX Text C.200

AutoCAD SHX Text

OVERALL PLAN / PHASING PLAN

AutoCAD SHX Text C.201

AutoCAD SHX Text

PLAN AND PROFILE

AutoCAD SHX Text C.202

AutoCAD SHX Text

PLAN AND PROFILE

AutoCAD SHX Text C.300-C.306

AutoCAD SHX Text

CROSS SECTIONS PLAN

AutoCAD SHX Text C.401

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text C.402

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text C.403

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text C.100

AutoCAD SHX Text

EROSION CONTROL PLAN - PHASE 1

AutoCAD SHX Text C.400

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text C.002

AutoCAD SHX Text

CONSTRUCTION SEQUENCE

AutoCAD SHX Text C.404

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text C.405

AutoCAD SHX Text C.406

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text C.500

AutoCAD SHX Text

EROSION CONTROL PLAN STABILIZATION AND PLANTING

AutoCAD SHX Text C.407

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

SEP 2024

AutoCAD SHX Text C.101

AutoCAD SHX Text

EROSION CONTROL PLAN - PHASE 2

AutoCAD SHX Text C.102

AutoCAD SHX Text

EROSION CONTROL PLAN - PHASE 3

AutoCAD SHX Text C.408

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

SEP 2024

AutoCAD SHX Text

SEP 2024

AutoCAD SHX Text

SEP 2024

AutoCAD SHX Text

SEP 2024

AutoCAD SHX Text

SEP 2024

AutoCAD SHX Text

SEP 2024

AutoCAD SHX Text

SEP 2024

AutoCAD SHX Text

SEP 2024

AutoCAD SHX Text

SEP 2024

AutoCAD SHX Text

SEP 2024

AutoCAD SHX Text

SEP 2024

AutoCAD SHX Text

SEP 2024

AutoCAD SHX Text

SEP 2024

AutoCAD SHX Text

SEP 2024

AutoCAD SHX Text

SEP 2024

AutoCAD SHX Text

SEP 2024

AutoCAD SHX Text

SEP 2024

AutoCAD SHX Text

SEP 2024

AutoCAD SHX Text

SEP 2024

Smoot Rectangle

Smoot Snapshot

C.001

N O

GENERAL NOTESLEGEND SEDIMENT AND EROSION CONTROL NOTES

SITE DATA

C K

D R

D A

T N o:

D A

N o.

G R

E C

O U

, S C

PRELIMINARY

NOT FOR

CONSTRUCTION

Pe tti gr u

St re et G re en vi lle

, S C

N O

C H

O N

A N

D R

N A

O N

AutoCAD SHX Text W:\Srvln\IM\Greenville\Projects\SC_Greenville_CO\10000110_05_and_10000110_06_SCOR ASIP Projects\_North Chastain Stream Restoration and Riparian Area Reclamation\Design\Final Plans\02_10000110.06-C.001_Notes.dwg Plotted By:Changivy, Le Plotted:September 13, 2024, 3:53:43 Plotted By:Changivy, Le Plotted:September 13, 2024, 3:53:43 Changivy, Le Plotted:September 13, 2024, 3:53:43 Plotted:September 13, 2024, 3:53:43 September 13, 2024, 3:53:43 , 3:53:43 3:53:43 PM

AutoCAD SHX Text Last Saved By:Changivy, 9/13/2024 1:17:05 PMChangivy, 9/13/2024 1:17:05 PM, 9/13/2024 1:17:05 PM9/13/2024 1:17:05 PM

AutoCAD SHX Text

1. ALL WORK SHALL COMPLY WITH GREENVILLE COUNTY STANDARD REQUIREMENTS, UNLESS OTHERWISE NOTED ON THE PLAN ALL WORK SHALL COMPLY WITH GREENVILLE COUNTY STANDARD REQUIREMENTS, UNLESS OTHERWISE NOTED ON THE PLAN DRAWINGS AND IN THE ENGINEER'S DETAILED SPECIFICATIONS. 2. THE CONTRACTOR SHALL KEEP ALL DISTURBED AREAS TO A MINIMUM. ALL AREAS DISTURBED BY THE CONTRACTOR SHALL THE CONTRACTOR SHALL KEEP ALL DISTURBED AREAS TO A MINIMUM. ALL AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED IN ACCORDANCE WITH THE PLANS, STANDARDS, AND SPECIFICATIONS. 3. ADDITIONAL EROSION CONTROL DEVICES ARE TO BE INSTALLED BY THE CONTRACTOR AS DIRECTED BY THE OWNER'S ADDITIONAL EROSION CONTROL DEVICES ARE TO BE INSTALLED BY THE CONTRACTOR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 4. TRAFFIC CONTROL SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE PROJECT BY THE CONTRACTOR, IN TRAFFIC CONTROL SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE PROJECT BY THE CONTRACTOR, IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE COUNTY. ALL TRAFFIC CONTROL SHALL COMPLY WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, SCDOT STANDARDS AND SPECIFICATIONS, AND THE GREENVILLE COUNTY STANDARDS AND SPECIFICATIONS. 5. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT OSHA AND OTHER SAFETY STANDARDS AND REGULATIONS. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT OSHA AND OTHER SAFETY STANDARDS AND REGULATIONS. 6. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS AT PRESENT NOT KNOWN. VERIFICATION OF THE LOCATIONS OF UNDERGROUND UTILITIES, SHOWN OR NOT SHOWN, SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 7. WORKING HOURS SHALL BE LIMITED FROM 8:00 AM TO 6:00 PM MONDAY THROUGH FRIDAY. WORKING HOURS SHALL BE LIMITED FROM 8:00 AM TO 6:00 PM MONDAY THROUGH FRIDAY. 8. ALL COORDINATES ARE BASED ON NAD 83 (2011) AND ALL ELEVATIONS ARE BASED ON NAVD 88. ALL COORDINATES ARE BASED ON NAD 83 (2011) AND ALL ELEVATIONS ARE BASED ON NAVD 88. 9. ALL CONTRACTORS AND SUBCONTRACTORS SHALL BE PROPERLY LICENSED UNDER SC STATE LAWS GOVERNING THEIR ALL CONTRACTORS AND SUBCONTRACTORS SHALL BE PROPERLY LICENSED UNDER SC STATE LAWS GOVERNING THEIR TRADE. 10. CONTRACTOR SHALL VISIT THE SITE, BECOME FAMILIAR WITH ACTUAL CONDITIONS, AND SHALL VERIFY EXISTING CONDITIONS CONTRACTOR SHALL VISIT THE SITE, BECOME FAMILIAR WITH ACTUAL CONDITIONS, AND SHALL VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO BIDDING AND PRIOR TO CONSTRUCTION. ANY FIELD CONDITIONS THAT ARE CONTRARY TO THE CONSTRUCTION DOCUMENTS SHALL BE REPORTED TO THE ENGINEER AND OWNER PRIOR TO CONSTRUCTION. 11. NO PORTION OF ANY WORK SHALL BE ACCOMPLISHED UNTIL THE APPROPRIATE PERMITS AND APPROVALS HAVE BEEN NO PORTION OF ANY WORK SHALL BE ACCOMPLISHED UNTIL THE APPROPRIATE PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM THE GREENVILLE COUNTY, CORPS OF ENGINEERS, AND OTHER APPLICABLE AGENCIES. THE CONTRACTOR SHALL HAVE COPIES OF ALL PERMITS AND THEY SHALL BE RETAINED AT THE PROJECT SITE AT ALL TIMES FOR INSPECTION BY THE OWNER'S REPRESENTATIVE. 12. ANY DISCREPANCIES IN THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING ANY DISCREPANCIES IN THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM THE DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL FROM THE ENGINEER. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION AND EXISTENCE OF ALL UNDERGROUND THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION AND EXISTENCE OF ALL UNDERGROUND UTILITIES. LOCATION OF UTILITIES ON THE PLAN, WHETHER FULLY OR CORRECTLY LOCATED OR OMITTED, WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OR LIABILITY FOR DAMAGE TO UTILITIES CAUSE BY HIS CONSTRUCTION EFFORT. THE CONTRACTOR WILL BE RESPONSIBLE FOR CONTACTING LOCAL AGENCIES FOR ASSISTANCE IN LOCATING THEIR UTILITIES. THE CONTRACTOR MUST FULLY COMPLY WITH THE SOUTH CAROLINA UNDERGROUND UTILITIES DAMAGE PREVENTION ACT, GENERAL STATUS 58-35, SECTION 20 THROUGH 120. 14. THE CONTRACTOR SHALL NOTIFY GREENVILLE COUNTY, ALL LOCAL GOVERNING AGENCIES, THE OWNER, THE ENGINEER, AND THE CONTRACTOR SHALL NOTIFY GREENVILLE COUNTY, ALL LOCAL GOVERNING AGENCIES, THE OWNER, THE ENGINEER, AND ALL OTHER CONCERNED PARTIES OF THE CONSTRUCTION COMMENCEMENT DATE SO INSPECTIONS AND OTHER SITE VISITS MAY BE SCHEDULED. 15. THE CONTRACTOR SHALL MAINTAIN A SET OF ANNOTATED DRAWINGS SHOWING ANY FIELD CHANGES TO THE PROJECT. THE CONTRACTOR SHALL MAINTAIN A SET OF ANNOTATED DRAWINGS SHOWING ANY FIELD CHANGES TO THE PROJECT. THE CONTRACTOR IS NOT AUTHORIZED TO MAKE FIELD CHANGES WITHOUT THE APPROVAL OF THE ENGINEER. 16. THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH ALL MATERIAL AND LABOR TO CONSTRUCT THE DESIGN AS SHOWN THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH ALL MATERIAL AND LABOR TO CONSTRUCT THE DESIGN AS SHOWN AND DESCRIBED IN CONFORMANCE WITH GREENVILLE COUNTY SPECIFICATIONS AND REQUIREMENTS. 17. THE CONTRACTOR HEREBY WARRANTS HIS WORK FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL THE CONTRACTOR HEREBY WARRANTS HIS WORK FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY GREENVILLE COUNTY AGAINST ANY DEFECTS DUE TO FAULTY MATERIALS OR WORKMANSHIP. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PUBLIC SAFETY ON THE SITE DURING THE PERIOD OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PUBLIC SAFETY ON THE SITE DURING THE PERIOD OF CONSTRUCTION, INCLUDING WEEKENDS AND HOLIDAYS. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL OF THE COUNTY, AND ADJACENT PROPERTY OWNER FACILITIES. SHOULD DAMAGE OCCUR, THE CONTRACTOR SHALL AT HIS OWN EXPENSE REPAIR IMMEDIATELY TO THE SATISFACTION OF THE ENGINEER AND PROPERTY OWNERS. 20. THE CONTRACTOR SHALL HOLD HARMLESS THE COUNTY AND THE ENGINEER FOR DAMAGES, INJURIES, OR OTHER THE CONTRACTOR SHALL HOLD HARMLESS THE COUNTY AND THE ENGINEER FOR DAMAGES, INJURIES, OR OTHER ACCIDENTS WHICH OCCUR DURING THESE CONSTRUCTION ACTIVITIES. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE CONSTRUCTION SITE, INCLUDING BUT NOT LIMITED THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE CONSTRUCTION SITE, INCLUDING BUT NOT LIMITED TO: THE CONTRACTOR'S EQUIPMENT, COMPLETED WORK, STAGED MATERIALS, AND SITE ACCESS BY AUTHORIZED AND UNAUTHORIZED PERSONS. 22. THE CONTRACTOR SHALL ENSURE THAT ALL TREES AND EXISTING LANDSCAPING NOT DESIGNATED FOR REMOVAL SHALL BE THE CONTRACTOR SHALL ENSURE THAT ALL TREES AND EXISTING LANDSCAPING NOT DESIGNATED FOR REMOVAL SHALL BE PROTECTED DURING CONSTRUCTION. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF ALL CONSTRUCTION ACTIVITIES AT THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF ALL CONSTRUCTION ACTIVITIES AT THE JOB SITE. 24. THE CONTRACTOR SHALL ENSURE THAT ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT OSHA SAFETY THE CONTRACTOR SHALL ENSURE THAT ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT OSHA SAFETY REGULATIONS. THE CONTRACTOR SHALL PROVIDE SAFETY TRAINING CERTIFICATION DOCUMENTATION, IF REQUESTED BY THE OWNER'S REPRESENTATIVE. 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT OF ALL WORK AS SHOWN ON THE PLANS AND SHALL VERIFY THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT OF ALL WORK AS SHOWN ON THE PLANS AND SHALL VERIFY DIMENSIONS AND GRADES AT THE JOB SITE. IF DIFFERENCES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION FOR THE PROJECT FROM EFFECTS OF FLOOD AND STORM THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION FOR THE PROJECT FROM EFFECTS OF FLOOD AND STORM EVENTS, INCLUDING BUT NOT LIMITED TO WORK IN PROGRESS, COMPLETED WORK, EQUIPMENT, MATERIALS, UTILITIES, WITHIN THE PROJECT AREA OR AFFECTED BY THE PROJECT OR DAMAGED AS A RESULT OF THE PROJECT. 27. THE CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF USACE PERMITS.THE CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF USACE PERMITS.

AutoCAD SHX Text

DROP INLET

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

STORM DRAINAGE

AutoCAD SHX Text

CLEANOUT

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

TEMPORARY BENCH MARK

AutoCAD SHX Text S

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

OVERHEAD POWER LINE

AutoCAD SHX Text

OHP

AutoCAD SHX Text

POWER POLE

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SANITARY SEWER LINE

AutoCAD SHX Text

SANITARY SEWER MANHOLE

AutoCAD SHX Text

PROPERTY LINE (APPROX.)

AutoCAD SHX Text

RIGHT OF WAY

AutoCAD SHX Text

EASEMENT

AutoCAD SHX Text

RCP

AutoCAD SHX Text

REINFORCED CONCRETE PIPE

AutoCAD SHX Text

INVERT ELEVATION

AutoCAD SHX Text

BOTTOM OF CURB

AutoCAD SHX Text

TOP OF CURB

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

IPO

AutoCAD SHX Text

IRON OLD (FOUND)

AutoCAD SHX Text

OPEN TOP

AutoCAD SHX Text C&G

AutoCAD SHX Text

CURB AND GUTTER

AutoCAD SHX Text

GAS VALVE

AutoCAD SHX Text

MONUMENT

AutoCAD SHX Text

ADJACENT PROPERTY LINE

AutoCAD SHX Text

REBAR

AutoCAD SHX Text

1. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW: WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE WHERE CONSTRUCTION ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE 2. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY CALENDAR WEEK. IF ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY CALENDAR WEEK. IF PERIODIC INSPECTION OR OTHER INFORMATION INDICATES THAT A MEASURE HAS BEEN INAPPROPRIATELY OR INCORRECTLY INSTALLED, THE CONTRACTOR MUST ADDRESS THE NECESSARY REPLACEMENT OR MODIFICATION REQUIRED TO CORRECT THE MEASURE WITHIN 48 HOURS OF IDENTIFICATION. 3. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED ACRES HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. 4. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT AS MAY BE REQUIRED. 5. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES 6. MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL. MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL. 7. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER, AND MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER, AND OTHER WASH WATERS. WASH WATER MUST BE CONTAINED AND TREATED PRIOR TO DISCHARGE. 8. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING. THESE DISCHARGES ARE TO BE ROUTED MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING. THESE DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE BMPS (FILTER BAG, ETC). 9. DE-WATERING OF AREAS OR STRUCTURES WITH SEDIMENT LADEN WATER DIRECTLY TO STREAMS IN PROHIBITED. DE-WATERING OF AREAS OR STRUCTURES WITH SEDIMENT LADEN WATER DIRECTLY TO STREAMS IN PROHIBITED. THE CONTRACTOR SHALL TAKE APPROPRIATE ACTION TO ENSURE THAT SUCH PROHIBITED ACTIVITIES DO NOT OCCUR. 10. THE FOLLOWING DISCHARGES FROM THE SITE ARE PROHIBITED: THE FOLLOWING DISCHARGES FROM THE SITE ARE PROHIBITED: - WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE CONTROL. WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE CONTROL. - WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS, AND OTHER CONSTRUCTION MATERIAL. - FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLES AND EQUIPMENT OPERATION AND MAINTENANCE. FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLES AND EQUIPMENT OPERATION AND MAINTENANCE. 11. AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT LEAST ONCE AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT LEAST ONCE EVERY CALENDAR WEEK AND MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE SITE. 12. A PRE-CONTRUCTION CONFERENCE MUST BE HELD PRIOR TO THE INITIATION OF CONSTRUCTION ACTIVITIES.A PRE-CONTRUCTION CONFERENCE MUST BE HELD PRIOR TO THE INITIATION OF CONSTRUCTION ACTIVITIES.

AutoCAD SHX Text

AutoCAD SHX Text C.402

AutoCAD SHX Text

DETAIL CALLOUT

AutoCAD SHX Text

DETAIL NUMBER

AutoCAD SHX Text

DETAIL SHEET REFERENCE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SEP-2024

AutoCAD SHX Text 1000110.06

AutoCAD SHX Text TAX ID: 0162000100804, 0162000100805, 0162000100806, 0162000100808, 0162000100809, 0162000100811, 0162000100812, 0162000100813, 0162000100814, 0162000100816, 0162000100817, 0162000100818, 0162000100819, 0162000100820, 0162000100821 PROPERTY (IES) AREA: 6.4 AC PROJECT LIMITS OF DISTURBANCE: 248,000 AC TOTAL PROJECT AREA : 248,000 AC PROJECT TYPE: STREAM RESTORATION AND RIPARIAN AREA RECLAMATION ANTICIPATED CONSTRUCTION DURATION: 4 MONTHS (MAY BE EXTENDED TO PLANT IN OPTIMAL SEASON)

Smoot Rectangle

Smoot Snapshot

TB ST

956.38

955.45

TB EL

955.11

FL ST4CLF-TB

955.29

FL ST4MTL-GPOST

953.66

FL GPOST

953.60

FL GPOST

952.71

FL GPOST

952.84

953.86

953.67

954.59

955.76

956.07

955.91

955.82

953.64

953.76

953.60

954.19

955.16

TB EL 2TB EL

954.63

953.76

953.52

954.07

954.31

954.56

TB PC

954.41

TB PT

954.40

954.75

954.61

955.10

955.13

955.41

TB EL

955.52

951.74

951.59

951.32

951.27

951.72

951.93

952.01

951.61

952.19

951.98

952.32

954.34

954.28

954.73BB EL

954.37

BB ST

954.30

954.48

954.61

952.66

951.93

951.92

951.11

951.69

951.70

951.58

951.67

951.42

951.52

951.51

951.08

950.59

951.34

951.49

951.98

951.79

950.98

950.81

952.47

BB EL

952.35

OAK42

954.56

CEDAR24

960.20

CEDAR12

959.64

CEDAR20

959.74

OAK12

962.92

OAK24

957.62

PINE12

957.11

PINE12

956.61

OAK36

957.66

OAK26

958.38

OAKTWIN10-12

958.45

OAK26

957.30

OAK30

957.06

OAKTWIN15-12

956.03

OAKTWIN15-15

956.54

CEDAR18

954.95

OAK18

954.62

OAK11

953.69

OAK13

954.69

OAK13

953.70

MAPLE10

954.31

OAK24

956.11

OAK28

962.46

OAK24

965.13

PINE27

966.66

OAK20

968.77

OAKTWIN24-30

965.48

OAK20

954.67

OAK22

954.60

OAK40

956.53

OAK36

957.32

OAK24

956.18

OAK26

956.07

OAK11

954.90

OAK11

955.58

OAK12

954.49

OAKTWIN16-24

955.81

OAK35

953.51

OAK11-12

956.20

OAK42

955.88

OAK30

954.37

OAKTWIN18-30

954.60

OAKTWIN20-23

953.16

OAKTWIN14-16

953.51

OAKTWIN11-20

952.54

OAK12

952.56

OAK54

952.91

OAK36

952.97

OAK42

952.36

OAK24

954.02

OAK44

953.90

OAK20

955.39 MAGNOLIA24

954.52

OAK24

953.41

PINE24

961.61

OAK58

956.84

OAK13

955.07

CEDAR12

952.55

OAK13

952.60

OAK36

953.01

OAKTWIN14-18

952.63

OAKTWIN18-20

952.38

OAK30

952.32

OAK10

951.15

OAK30

952.86

OAKTWIN12-22

953.15

OAK12

953.16

OAK12

952.96

OAKTWIN12-16

953.39

OAK14

952.69

OAK11

951.90

OAK10

952.11

OAK10

951.82

OAK18

952.70

OAK16

953.19

OAK16

953.52

OAK30

953.58

OAKTWIN12-18

953.19

OAK18

952.37

OAK25

952.58

OAK15

951.71

OAKTWIN15-20

953.62

OAK12

953.55

OAK24

954.72

OAKTRIPLE12-13-15

954.60

OAK12

952.38

OAK14

954.33

OAK20

953.78

952.88

952.99

952.63

953.01

952.68

952.76

952.31

952.82

952.72

952.08

952.73

951.82

952.09

952.68

952.06

952.16

953.25

952.26

952.24

952.27

OAK10

952.10

OAKTWIN15-18

952.26

OAKTWIN5-11

952.20

OAKTWIN8-12

951.68

OAK26

960.62

OAK26

968.77

OAK52

967.20

TB ST

954.70

954.33

BB ST

946.57

947.21

TB1 ST

948.33

BB1 ST

947.00

CLCRK

945.84

CLCRK

946.12

BB1

946.48

TB1

949.65

951.57

947.80

951.75

945.98

CLCRK

945.97

BB1

946.69

TB1

950.79

TB1

951.79

BB1

946.65

CLCRK

946.26

BB1 EL

946.53

TB1 EL

952.11

BB1 ST

946.88

TB1 ST

948.30

TB1 EL

951.79BB1 EL

946.62

951.70

947.25

952.40BB

946.76

951.53

BB TOPDAM

949.32

BB BOTTOMDAM

946.89

951.02

949.22

951.29

949.08

950.10

948.01

951.24 BB

948.87

952.24

947.66

952.25

947.89

952.12 BB

948.37

953.04

949.34

949.11

953.53

953.00

952.34

949.28

952.58

948.52

951.22

948.46

951.70

948.36

952.18

947.87

950.23

948.55

950.58

949.30

949.41

951.96

951.33

949.25

951.24

947.57

952.17

946.95

952.09

BB TOPDAM

949.18

BB BOTTOMDAM

946.94

952.03

CLCRK

945.64

946.46

950.80

946.67

948.20

948.68

946.66

CLCRK

945.38

BB1 ST

946.87

TB1 ST

951.41

950.26

947.06

BB1

946.81

TB1

952.09

CLCRK

946.43

946.79

950.36

949.20

946.86

CLCRK

946.59

CLCRK

945.14

BB1

946.94

TB1

949.23

946.94TB

950.82

CLCRK

945.88

BB1

947.09

TB1

952.31

948.48TB

951.03

BB1

947.50

TB1

951.82

CLCRK

946.77

BB1

948.02

TB1

951.14

CLCRK

946.38

951.46

946.98

TB1

950.44

BB1

947.18

CLCRK

946.90

947.98

952.75

946.60

CLCRK

946.56

BB1

947.42

TB1

949.35

951.30

947.91

952.96

949.28

TB1

953.04BB1

950.24

TB1

952.86BB1

948.73

BB1

949.17

TB1

950.50

BB1

947.63

TB1

950.73

946.52

951.24

951.72

947.88

BB1

947.88

TB1

951.35

948.21

950.26

BB1

948.29

TB EL

949.91

BB EL

947.95

BB1 EL

948.61

TB1 EL

952.52

946.53

944.31

OAK13

952.82

OAK46

954.68

OAK12

953.14

OAK38

952.64

OAK52

953.81

OAK10

954.14

OAK12

955.26

OAK12

953.86

OAK10

952.62

OAK14

952.99

CLCRK

946.87

946.17

948.06

949.99

946.63

CLCRK

946.54

946.81

951.40

TBEND

953.29

TBEND

953.22

953.24

953.31

953.23

953.30

953.52

953.43

952.42

952.40

TB END

952.22

TB END

952.00

TB ST-TIE2CREEK

950.46

TB EL

951.68

TB ST2CREEK

951.37

TB EL

952.04

OAK12

950.97

OAK10

949.95

OAK10

951.92

C.002

C O

R U

O N

C E

CONSTRUCTION SEQUENCE

C K

D R

D A

T N o:

D A

N o.

G R

E C

O U

, S C

PRELIMINARY

NOT FOR

CONSTRUCTION

Pe tti gr u

St re et G re en vi lle

, S C

N O

C H

O N

A N

D R

N A

O N

LEGEND

AutoCAD SHX Text W:\Srvln\IM\Greenville\Projects\SC_Greenville_CO\10000110_05_and_10000110_06_SCOR ASIP Projects\_North Chastain Stream Restoration and Riparian Area Reclamation\Design\Final Plans\03_10000110.06-C.002_Construction_Sequence.dwg Plotted By:Changivy, Le Plotted:September Plotted By:Changivy, Le Plotted:September Changivy, Le Plotted:September Plotted:September September 13, 2024, 3:53:58 PM, 3:53:58 PM3:53:58 PM

AutoCAD SHX Text Last Saved By:Changivy, 9/13/2024 12:51:11 PMChangivy, 9/13/2024 12:51:11 PM, 9/13/2024 12:51:11 PM9/13/2024 12:51:11 PM

AutoCAD SHX Text

GRAPHIC SCALE IN FEET

AutoCAD SHX Text

1. RECEIVE NPDES APPROVAL FROM SCDHEC. RECEIVE NPDES APPROVAL FROM SCDHEC. 2. NOTIFY REGIONAL DHEC EQC OFFICE 48 HOURS PRIOR TO ANY NOTIFY REGIONAL DHEC EQC OFFICE 48 HOURS PRIOR TO ANY LAND-DISTURBING ACTIVITY. 3. SCHEDULE AND HOLD PRE-CONSTRUCTION MEETING. SCHEDULE AND HOLD PRE-CONSTRUCTION MEETING. 4. DISTURBANCE WILL NOT OCCUR UNTIL THE NATIONWIDE PERMIT DISTURBANCE WILL NOT OCCUR UNTIL THE NATIONWIDE PERMIT HAS BEEN OBTAINED. 5. THE CONTRACTOR SHALL HAVE ALL UTILITIES MARKED PRIOR TO THE CONTRACTOR SHALL HAVE ALL UTILITIES MARKED PRIOR TO THE PRE-CONSTRUCTION CONFERENCE. 6. THE CONTRACTOR IS RESPONSIBLE FOR ATTENDING THE THE CONTRACTOR IS RESPONSIBLE FOR ATTENDING THE PRE-CONSTRUCTION MEETING ONSITE WITH THE ENGINEER AND GREENVILLE COUNTY. 7. SIX COPIES OF THE SUBMITTALS AND MANUFACTURER SIX COPIES OF THE SUBMITTALS AND MANUFACTURER INFORMATION, MARKED APPROVED BY THE CONTRACTOR, SHALL BE PROVIDED TO THE ENGINEER A THE PRE-CONSTRUCTION MEETING. SUBMITTALS AND SHOP DRAWINGS MUST BE APPROVED BY THE ENGINEER PRIOR TO BEGINNING ANY WORK. CONTRACTOR SUBMITTALS SHALL ALSO INCLUDE A WATER CONTROL PLAN, PRODUCT, AND MATERIAL SUBMITTALS. 8. CONSTRUCTION NOTICES SHALL BE HAND DELIVERED TO ALL CONSTRUCTION NOTICES SHALL BE HAND DELIVERED TO ALL RESIDENTS WITHIN THE CONSTRUCTION VICINITY AS DIRECTED AND APPROVED BY THE ENGINEER. ALL CONSTRUCTION NOTICES MUST BE REVIEWED AND APPROVED BY THE COUNTY AND PROVIDED TO THE OWNER'S REPRESENTATIVE PRIOR TO DISTRIBUTION. 9. INSTALLATION OF EROSION CONTROL MEASURES SHALL INCLUDE; INSTALLATION OF EROSION CONTROL MEASURES SHALL INCLUDE; PERIMETER CONTROL, CONCRETE WASHOUT, AND CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE CONSTRUCTION PLANS. CONTRACTOR SHALL ONLY CLEAR ENOUGH TO INSTALL SEDIMENT AND EROSION CONTROL DEVICES. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND APPROVED BY THE COUNTY OR COUNTY'S REPRESENTATIVE. AFTER SITE APPROVAL FOR SEDIMENT AND EROSION CONTROL DEVICES IS GRANTED, SITE WORK CAN COMMENCE. 10. ONCE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ONCE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE INSTALLED AND APPROVED BY THE OWNER'S REPRESENTATIVE, THE CONTRACTOR SHALL BEGIN CLEARING AND GRUBBING THE SITE. SELECT TREES ARE TO BE CUT AND GROUND 6-INCHES BELOW GROUND LEVEL IN ACCORDANCE WITH THESE CONSTRUCTION PLANS AND AS DIRECTED BY THE ENGINEER. IN AREAS TO BE EXCAVATED, TREES MAY BE REMOVED VIA EXCAVATION AT THE DISCRETION ON THE ENGINEER. 11. ALL STREAM WORK SHALL BE COMPLETED FROM UPSTREAM TO ALL STREAM WORK SHALL BE COMPLETED FROM UPSTREAM TO DOWNSTREAM, UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION ORDER BELOW. 12. STREAM WORK SHALL BE COMPLETED FROM THE BANKS STREAM WORK SHALL BE COMPLETED FROM THE BANKS WHENEVER POSSIBLE. ANY IN-STREAM WORK SHALL BE DONE IN A WAY TO MINIMIZE DISTURBANCE TO THE STREAM BED AND BANKS. 13. INSTALL EROSION AND SEDIMENT CONTROL MEASURES AND INSTALL EROSION AND SEDIMENT CONTROL MEASURES AND REMOVE DEAD/DYING TREES AS THE FIRST STEP OF EACH ESC PHASE AFTER STABILIZATION PRACTICES. 14. THE FOLLOWING GROUPINGS ARE SUBJECT TO CHANGE (PER THE FOLLOWING GROUPINGS ARE SUBJECT TO CHANGE (PER COUNTY AND ENGINEER), BUT THE ORDER WITHIN EACH GROUP SHOULD NOT. PLANT ALL VEGETATION FOR EACH GROUP AT THE COMPLETION OF EACH GROUP. GROUP 1: SMALL STREAM CORRIDOR (UPPER) AREA A: INSTALL ARM VANE. AREA B: GRADE CANNEL AND CONSTRUCT ROCK TOE FOR EXISTING AND NEW CHANNEL. PLUG LEGACY CHANNEL WITH BOULDERS. AREA C: INSTALL STRAIGHT HEADWALL. AS INSTRUCTED ON PLANS AND INSTALL TRM AND 8" TUBE SOCKS AND 8" TUBE SOCKS ALONG BANKS. GROUP 2: SMALL STREAM CORRIDOR (LOWER) AREA D: CONSTRUCT BOULDER RIFFLE. AREA E: GRADE STREAM AS SPECIFIED FROM THE RIFFLE TO THE NEW CHANNEL. THE RIFFLE TO THE NEW CHANNEL. AREA F: GRADE NEW CHANNEL AS SPECIFIED. REMOVE SECTIONS OF CULVERT REQUIRED FOR THE NEW STREAM LAYOUT AND USE FLOWABLE FILL WHERE REMOVAL OF CULVERT MAY DAMAGE LARGE TREE ROOT ZONES. USE BOULDERS TO PLUG LEGACY CHANNEL AND INSTALL CROSS VANE. AREA G: INSTALL FLARED ENDPIPE AND RIPRAP PAD. RIPRAP PAD. GROUP 3: LARGE STREAM CORRIDOR DOWNSTREAM GROUP 3: LARGE STREAM CORRIDOR DOWNSTREAM AREA H: INSTALL BOULDER WALL AND SINGLE ARM VANE. ARM VANE. AREA I: GRADE TO CONFLUENCE WITH TRIBUTARY. AREA J: CONTINUE TO GRADE AND REMOVE TREES AS NECESSARY STARTING WITH THE TRIBUTARY MOVING UPSTREAM. UPSTREAM. GROUP 4: PLANT STARTING WITH THE STREAM MOVING BACK TOWARDS INGRESS/EGRESS POINTS TO REDUCE DAMAGE. 15. PLANT ALL VEGETATION PER LANDSCAPING PLAN ALONG MAIN PLANT ALL VEGETATION PER LANDSCAPING PLAN ALONG MAIN STREAM BANK. STABILIZE ALL DISTURBED AREAS. 16. PLANT ALL VEGETATION PER LANDSCAPING PLAN ALONG SMALL PLANT ALL VEGETATION PER LANDSCAPING PLAN ALONG SMALL STREAM BANKS. STABILIZE ALL DISTURBED AREAS ON THE SMALL STREAM BANKS. 17. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROLS REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROLS UPON APPROVAL FROM THE OWNER'S REPRESENTATIVE OF PERMANENT SITE STABILIZATION. PERMANENTLY STABILIZE ALL AREAS DISTURBED BY REMOVAL OF TEMPORARY EROSION AND SEDIMENT CONTROLS. 18. NOT AND AS-BUILTS CAN BE SUBMITTED UPON A MINIMUM OF NOT AND AS-BUILTS CAN BE SUBMITTED UPON A MINIMUM OF 70% UNIFORM SIRE STABILIZATION.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SEP-2024

AutoCAD SHX Text 1000110.06

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text J

AutoCAD SHX Text 1" = 40'

AutoCAD SHX Text

SINGLE ARM VANE

AutoCAD SHX Text

BOULDER RIFFLE

AutoCAD SHX Text

BOULDER WALL

AutoCAD SHX Text

SINGLE ARM VANE

AutoCAD SHX Text

CROSS VANE

AutoCAD SHX Text

WETLAND AREA

AutoCAD SHX Text ENDWALL TO BE PLACED OUTSIDE OF SCDOT ROW AT EXISTING PIPE JOINT. CULVERT SHALL NOT BE CUT

AutoCAD SHX Text

SCDOT ROW

Smoot Snapshot

Smoot Polygon

Smoot Snapshot

Smoot Rectangle

Smoot Snapshot

CO4

955.52

CO4

955.65

CO4

956.99

CO4

956.36

CO4

954.40

CO4

953.85

MAILBOX

956.02

4CLF GPOST

959.25

4CLF GPOST

959.51

4CLF GPOST

958.62

4CLF GPOST

958.38

TB ST

956.38

955.45

TB EL

955.11

FL ST4CLF-TB

955.29

FL ST4MTL-GPOST

953.66

FL GPOST

953.60

FL GPOST

952.71

FL GPOST

952.84

953.86

953.67

954.59

955.76

956.07

955.91

955.82

953.64

953.76

953.60

954.19

955.16

TB EL 2TB EL

954.63

953.76

953.52

954.07

954.31

954.56

TB PC

954.41

TB PT

954.40

954.75

954.61

955.10

955.13

955.41

TB EL

955.52

951.74

951.59

951.32

951.27

951.72

951.93

952.01

951.61

952.19

951.98

952.32

954.34

954.28

954.73BB EL

954.37

BB ST

954.30

954.48

954.61

952.66

951.93

951.92

951.11

951.69

951.70

951.58

951.67

951.42

951.52

951.51

951.08

950.59

951.34

951.49

951.98

951.79

950.98

950.81

952.47

BB EL

952.35

CLLOW2 ST

953.12

CLLOW2

952.85

CLLOW2

952.64

CLLOW2

952.60

CLLOW2

952.21

CLLOW2 EL

951.97

ENDCLLOW3

949.96

OAK42

954.56

CEDAR24

960.20

CEDAR12

959.64

CEDAR20

959.74

OAK12

962.92

OAK24

957.62

PINE12

957.11

PINE12

956.61

OAK36

957.66

OAK26

958.38

OAKTWIN10-12

958.45

OAK26

957.30

OAK30

957.06

OAKTWIN15-12

956.03

OAKTWIN15-15

956.54

CEDAR18

954.95

OAK18

954.62

OAK11

953.69

OAK13

954.69

OAK13

953.70

MAPLE10

954.31

OAK24

956.11

OAK28

962.46

OAK24

965.13

PINE27

966.66

OAK20

968.77

OAKTWIN24-30

965.48

OAK20

954.67

DOGWOOD24

954.18

OAK22

954.60

OAK40

956.53

OAK36

957.32

OAK24

956.18

OAK26

956.07

OAK11

954.90

OAK11

955.58

OAK12

954.49

OAKTWIN16-24

955.81

OAK35

953.51

OAK11-12

956.20

OAK42

955.88

OAK30

954.37

OAKTWIN18-30

954.60

OAKTWIN20-23

953.16

OAKTWIN14-16

953.51

OAKTWIN11-20

952.54

OAK12

952.56

OAK54

952.91

OAK36

952.97

OAK42

952.36

OAK24

954.02

OAK44

953.90

OAK20

955.39 MAGNOLIA24

954.52

OAK24

953.41

PINE24

961.61

OAK58

956.84

POPLAR24

954.25

OAK13

955.07

POPLAR10

954.41

POPLAR38

967.59

CEDAR12

952.55

POPLAR13

953.02

OAK13

952.60

OAK36

953.01

POPLAR12

952.09

POPLAR13

952.56

OAKTWIN14-18

952.63

POPLAR15

952.74

OAKTWIN18-20

952.38

OAK30

952.32

OAK10

951.15

OAK30

952.86

OAKTWIN12-22

953.15

OAK12

953.16

OAK12

952.96

OAKTWIN12-16

953.39

OAK14

952.69

OAK11

951.90

OAK10

952.11

OAK10

951.82

OAK18

952.70

OAK16

953.19

OAK16

953.52

OAK30

953.58

OAKTWIN12-18

953.19

OAK18

952.37

OAK25

952.58

OAK15

951.71

OAKTWIN15-20

953.62

OAK12

953.55

OAK24

954.72

OAKTRIPLE12-13-15

954.60

OAK12

952.38

OAK14

954.33

OAK20

953.78

CLLOW2END

952.05

952.88

952.99

952.63CLLOW2

951.93

953.01

952.68

952.76

CLLOW2

951.61

CLLOW2

951.33

952.31

952.82

952.72

952.08CLLOW2

951.36

CLLOW3

950.82

952.73

951.82

952.09

952.68

CLLOW3

951.04

CLLOW3

950.86

952.06

952.16

953.25

952.26CLLOW3

950.60

952.24

952.27

OAK10

952.10

OAKTWIN15-18

952.26

OAKTWIN5-11

952.20

OAKTWIN8-12

951.68

OAK26

960.62

OAK26

968.77

OAK52

967.20

4CLF-TB

955.33

TB ST

954.70

954.33

BB ST

946.57

947.21

TB1 ST

948.33

BB1 ST

947.00

CLCRK

945.84

CLCRK

946.12

BB1

946.48

TB1

949.65

951.57

947.80

951.75

945.98

CLCRK

945.97

BB1

946.69

TB1

950.79

TB1

951.79

BB1

946.65

CLCRK

946.26

BB1 EL

946.53

TB1 EL

952.11

BB1 ST

946.88

TB1 ST

948.30

TB1 EL

951.79BB1 EL

946.62

951.70

947.25

952.40BB

946.76

951.53

BB TOPDAM

949.32

BB BOTTOMDAM

946.89

951.02

949.22

951.29

949.08

950.10

948.01

951.24 BB

948.87

952.24

947.66

952.25

947.89

952.12 BB

948.37

953.04

949.34

949.11

953.53

953.00

952.34

949.28

952.58

948.52

951.22

948.46

951.70

948.36

952.18

947.87

950.23

948.55

950.58

949.30

949.41

951.96

951.33

949.25

951.24

947.57

952.17

946.95

952.09

BB TOPDAM

949.18

BB BOTTOMDAM

946.94

952.03

CLCRK

945.64

946.46

950.80

946.67

948.20

948.68

946.66

CLCRK

945.38

BB1 ST

946.87

TB1 ST

951.41

950.26

947.06

BB1

946.81

TB1

952.09

CLCRK

946.43

946.79

950.36

949.20

946.86

CLCRK

946.59

CLCRK

945.14

BB1

946.94

TB1

949.23

946.94TB

950.82

CLCRK

945.88

BB1

947.09

TB1

952.31

948.48TB

951.03

BB1

947.50

TB1

951.82

CLCRK

946.77

BB1

948.02

TB1

951.14

CLCRK

946.38

951.46

946.98

TB1

950.44

BB1

947.18

CLCRK

946.90

947.98

952.75

946.60

CLCRK

946.56

BB1

947.42

TB1

949.35

951.30

947.91

952.96

949.28

TB1

953.04BB1

950.24

TB1

952.86BB1

948.73

BB1

949.17

TB1

950.50

CL CRK

946.77

BB1

947.63

TB1

950.73

CL CRK

946.60

946.52

951.24

951.72

947.88

CL CRK

947.36

BB1

947.88

TB1

951.35

CL CRK

947.49

948.21

950.26

BB1

948.29

CL CRK

948.42

TB EL

949.91

BB EL

947.95

BB1 EL

948.61

TB1 EL

952.52

946.53

CL CRK

944.54

944.31

DOGWOOD18

953.22

PECAN27

954.09

OAK13

952.82

PEAR24

953.25

PEAR24

953.08

OAK46

954.68

OAK12

953.14

OAK38

952.64

OAK52

953.81

OAK10

954.14

OAK12

955.26

OAK12

953.86

OAK10

952.62

OAK14

952.99 tb

951.13 tb

951.86

CLCRK

946.87

946.17

948.06

949.99

946.63

CLCRK

946.54

946.81

951.40

TBEND

953.29

TBEND

953.22

953.24

953.31

953.23

953.30

953.52

953.43

952.42

952.40

TB END

952.22

TB END

952.00

TB ST-TIE2CREEK

950.46

TB EL

951.68

TB ST2CREEK

951.37

TB EL

952.04

OAK12

950.97

OAK10

949.95

OAK10

951.92

C K

D R

D A

T N o:

D A

N o.

G R

E C

O U

, S C

PRELIMINARY

NOT FOR

CONSTRUCTION

Pe tti gr u

St re et G re en vi lle

, S C

N O

C H

O N

A N

D R

N A

O N

C.101

N C

O N

A N

LEGEND

AutoCAD SHX Text

NORTH FRANKLIN ROAD (S-23-87)

AutoCAD SHX Text

NORTH CHASTAIN DRIVE (S-23-682) 50' R/W

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SEP-2024

AutoCAD SHX Text 1000110.06

AutoCAD SHX Text W:\Srvln\IM\Greenville\Projects\SC_Greenville_CO\10000110_05_and_10000110_06_SCOR ASIP Projects\_North Chastain Stream Restoration and Riparian Area Reclamation\Design\Final Plans\04_10000110.06-C.003_Erosion_Control.dwg Plotted By:Changivy, Le Plotted:September 13, Plotted By:Changivy, Le Plotted:September 13, Changivy, Le Plotted:September 13, Plotted:September 13, September 13, 2024, 3:55:28 PM, 3:55:28 PM3:55:28 PM

AutoCAD SHX Text Last Saved By:Changivy, 9/13/2024 3:45:54 PMChangivy, 9/13/2024 3:45:54 PM, 9/13/2024 3:45:54 PM9/13/2024 3:45:54 PM

AutoCAD SHX Text

LOD AREA 1 7,000 SF

AutoCAD SHX Text

GRAPHIC SCALE IN FEET

AutoCAD SHX Text

LOD AREA 2 26,000 SF

AutoCAD SHX Text

LOD AREA 3 17,000 SF

AutoCAD SHX Text

LOD AREA 4 30,000 SF

AutoCAD SHX Text STABILIZED CONSTRUCTION ENTRANCE *ONLY WHERE NOT PAVED LAYDOWN AREA STOCKPILE AREA WETLAND AREA DITCH CHECK SEDIMENT TUBE LIMITS OF DISTURBANCE (LOD) SILT FENCE (SINGLE ROW)

AutoCAD SHX Text

PORTA-JON

AutoCAD SHX Text

DUMPSTER

AutoCAD SHX Text

CONCRETE WASHOUT

AutoCAD SHX Text 1" = 40'

AutoCAD SHX Text

MOVE POWER POLE. EXISTING LOCATION.

AutoCAD SHX Text

NEW POWER POLE LOCATION.

Smoot Rectangle

Smoot Snapshot

CO4

955.52

CO4

955.65

CO4

956.99

CO4

956.36

CO4

954.40

CO4

953.85

MAILBOX

956.02

4CLF GPOST

959.25

4CLF GPOST

959.51

4CLF GPOST

958.62

4CLF GPOST

958.38

TB ST

956.38

955.45

TB EL

955.11

953.86

953.67

954.59

955.76

956.07

955.91

955.82

953.64

953.76

953.60

954.19

955.16

TB EL 2TB EL

954.63

953.76

953.52

954.07

954.31

954.56

TB PC

954.41

TB PT

954.40

954.75

954.61

955.10

955.13

955.41

TB EL

955.52

951.74

951.59

951.32

951.27

951.72

951.93

952.01

951.61

952.19

951.98

952.32

954.34

954.28

954.73BB EL

954.37

BB ST

954.30

954.48

954.61

952.66

951.93

951.92

951.11

951.69

951.70

951.58

951.67

951.42

951.52

951.51

951.08

950.59

951.34

951.49

951.98

951.79

950.98

950.81

952.47

BB EL

952.35

CLLOW2 ST

953.12

CLLOW2

952.85

CLLOW2

952.64

CLLOW2

952.60

CLLOW2

952.21

CLLOW2 EL

951.97

ENDCLLOW3

949.96

OAK42

954.56

CEDAR24

960.20

CEDAR12

959.64

CEDAR20

959.74

OAK12

962.92

OAK24

957.62

PINE12

957.11

PINE12

956.61

OAK36

957.66

OAK26

958.38

OAKTWIN10-12

958.45

OAK26

957.30

OAK30

957.06

OAKTWIN15-12

956.03

OAKTWIN15-15

956.54

CEDAR18

954.95

OAK18

954.62

OAK11

953.69

OAK13

954.69

OAK13

953.70

MAPLE10

954.31

OAK24

956.11

OAK28

962.46

OAK24

965.13

PINE27

966.66

OAK20

968.77

OAKTWIN24-30

965.48

OAK20

954.67

DOGWOOD24

954.18

OAK22

954.60

OAK40

956.53

OAK36

957.32

OAK24

956.18

OAK26

956.07

OAK11

954.90

OAK11

955.58

OAK12

954.49

OAKTWIN16-24

955.81

OAK35

953.51

OAK11-12

956.20

OAK42

955.88

OAK30

954.37

OAKTWIN18-30

954.60

OAKTWIN20-23

953.16

OAKTWIN14-16

953.51

OAKTWIN11-20

952.54

OAK12

952.56

OAK54

952.91

OAK36

952.97

OAK42

952.36

OAK24

954.02

OAK44

953.90

OAK20

955.39 MAGNOLIA24

954.52

OAK24

953.41

PINE24

961.61

OAK58

956.84

POPLAR24

954.25

OAK13

955.07

POPLAR10

954.41

POPLAR38

967.59

CEDAR12

952.55

POPLAR13

953.02

OAK13

952.60

OAK36

953.01

POPLAR12

952.09

POPLAR13

952.56

OAKTWIN14-18

952.63

POPLAR15

952.74

OAKTWIN18-20

952.38

OAK30

952.32

OAK10

951.15

OAK30

952.86

OAKTWIN12-22

953.15

OAK12

953.16

OAK12

952.96

OAKTWIN12-16

953.39

OAK14

952.69

OAK11

951.90

OAK10

952.11

OAK10

951.82

OAK18

952.70

OAK16

953.19

OAK16

953.52

OAK30

953.58

OAKTWIN12-18

953.19

OAK18

952.37

OAK25

952.58

OAK15

951.71

OAKTWIN15-20

953.62

OAK12

953.55

OAK24

954.72

OAKTRIPLE12-13-15

954.60

OAK12

952.38

OAK14

954.33

OAK20

953.78

CLLOW2END

952.05

952.88

952.99

952.63CLLOW2

951.93

953.01

952.68

952.76

CLLOW2

951.61

CLLOW2

951.33

952.31

952.82

952.72

952.08CLLOW2

951.36

CLLOW3

950.82

952.73

951.82

952.09

952.68

CLLOW3

951.04

CLLOW3

950.86

952.06

952.16

953.25

952.26CLLOW3

950.60

952.24

952.27

OAK10

952.10

OAKTWIN15-18

952.26

OAKTWIN5-11

952.20

OAKTWIN8-12

951.68

OAK26

960.62

OAK26

968.77

OAK52

967.20

4CLF-TB

955.33

TB ST

954.70

954.33

BB ST

946.57

947.21

TB1 ST

948.33

BB1 ST

947.00

CLCRK

945.84

CLCRK

946.12

BB1

946.48

TB1

949.65

951.57

947.80

951.75

945.98

CLCRK

945.97

BB1

946.69

TB1

950.79

TB1

951.79

BB1

946.65

CLCRK

946.26

BB1 EL

946.53

TB1 EL

952.11

BB1 ST

946.88

TB1 ST

948.30

TB1 EL

951.79BB1 EL

946.62

951.70

947.25

952.40BB

946.76

951.53

BB TOPDAM

949.32

BB BOTTOMDAM

946.89

951.02

949.22

951.29

949.08

950.10

948.01

951.24 BB

948.87

952.24

947.66

952.25

947.89

952.12 BB

948.37

953.04

949.34

949.11

953.53

953.00

952.34

949.28

952.58

948.52

951.22

948.46

951.70

948.36

952.18

947.87

950.23

948.55

950.58

949.30

949.41

951.96

951.33

949.25

951.24

947.57

952.17

946.95

952.09

BB TOPDAM

949.18

BB BOTTOMDAM

946.94

952.03

CLCRK

945.64

946.46

950.80

946.67

948.20

948.68

946.66

CLCRK

945.38

BB1 ST

946.87

TB1 ST

951.41

950.26

947.06

BB1

946.81

TB1

952.09

CLCRK

946.43

946.79

950.36

949.20

946.86

CLCRK

946.59

CLCRK

945.14

BB1

946.94

TB1

949.23

946.94TB

950.82

CLCRK

945.88

BB1

947.09

TB1

952.31

948.48TB

951.03

BB1

947.50

TB1

951.82

CLCRK

946.77

BB1

948.02

TB1

951.14

CLCRK

946.38

951.46

946.98

TB1

950.44

BB1

947.18

CLCRK

946.90

947.98

952.75

946.60

CLCRK

946.56

BB1

947.42

TB1

949.35

951.30

947.91

952.96

949.28

TB1

953.04BB1

950.24

TB1

952.86BB1

948.73

BB1

949.17

TB1

950.50

CL CRK

946.77

BB1

947.63

TB1

950.73

CL CRK

946.60

946.52

951.24

951.72

947.88

CL CRK

947.36

BB1

947.88

TB1

951.35

CL CRK

947.49

948.21

950.26

BB1

948.29

CL CRK

948.42

TB EL

949.91

BB EL

947.95

BB1 EL

948.61

TB1 EL

952.52

946.53

CL CRK

944.54

944.31

DOGWOOD18

953.22

PECAN27

954.09

OAK13

952.82

PEAR24

953.25

PEAR24

953.08

OAK46

954.68

OAK12

953.14

OAK38

952.64

OAK52

953.81

OAK10

954.14

OAK12

955.26

OAK12

953.86

OAK10

952.62

OAK14

952.99 tb

951.13 tb

951.86

CLCRK

946.87

946.17

948.06

949.99

946.63

CLCRK

946.54

946.81

951.40

TBEND

953.29

TBEND

953.22

953.24

953.31

953.23

953.30

953.52

953.43

952.42

952.40

TB END

952.22

TB END

952.00

TB ST-TIE2CREEK

950.46

TB EL

951.68

TB ST2CREEK

951.37

TB EL

952.04

OAK12

950.97

OAK10

949.95

OAK10

951.92

C K

D R

D A

T N o:

D A

N o.

G R

E C

O U

, S C

PRELIMINARY

NOT FOR

CONSTRUCTION

Pe tti gr u

St re et G re en vi lle

, S C

N O

C H

O N

A N

D R

N A

O N

C.102

N C

O N

A N

LEGEND

AutoCAD SHX Text

NORTH FRANKLIN ROAD (S-23-87)

AutoCAD SHX Text

NORTH CHASTAIN DRIVE (S-23-682) 50' R/W

AutoCAD SHX Text

NON-WETLANDS WATERS 1 0.13 ACRES 496.77 LF

AutoCAD SHX Text

NON-WETLANDS WATERS 3 0.11 ACRES 479.52 LF

AutoCAD SHX Text

WETLAND 5 0.02 ACRES

AutoCAD SHX Text

WETLAND 4 0.01 ACRES

AutoCAD SHX Text

WETLAND 2 0.03 ACRES

AutoCAD SHX Text

NON-WETLANDS WATERS 3 0.11 ACRES 479.52 LF

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SEP-2024

AutoCAD SHX Text 1000110.06

AutoCAD SHX Text W:\Srvln\IM\Greenville\Projects\SC_Greenville_CO\10000110_05_and_10000110_06_SCOR ASIP Projects\_North Chastain Stream Restoration and Riparian Area Reclamation\Design\Final Plans\04_10000110.06-C.003_Erosion_Control.dwg Plotted By:Changivy, Le Plotted:September 13, Plotted By:Changivy, Le Plotted:September 13, Changivy, Le Plotted:September 13, Plotted:September 13, September 13, 2024, 3:55:29 PM, 3:55:29 PM3:55:29 PM

AutoCAD SHX Text Last Saved By:Changivy, 9/13/2024 3:45:54 PMChangivy, 9/13/2024 3:45:54 PM, 9/13/2024 3:45:54 PM9/13/2024 3:45:54 PM

AutoCAD SHX Text

LOD AREA 1 88,000 SF

AutoCAD SHX Text

GRAPHIC SCALE IN FEET

AutoCAD SHX Text

LOD AREA 160,000 SF

AutoCAD SHX Text 1" = 40'

AutoCAD SHX Text

PORTA-JON

AutoCAD SHX Text

DUMPSTER

AutoCAD SHX Text

CONCRETE WASHOUT

AutoCAD SHX Text

MOVE POWER POLE. EXISTING LOCATION.

AutoCAD SHX Text

NEW POWER POLE LOCATION.

AutoCAD SHX Text STABILIZED CONSTRUCTION ENTRANCE *ONLY WHERE NOT PAVED LAYDOWN AREA STOCKPILE AREA WETLAND AREA DITCH CHECK SEDIMENT TUBE LIMITS OF DISTURBANCE (LOD) SILT FENCE (SINGLE ROW)

Smoot Rectangle

Smoot Snapshot

FL ST4CLF-TB

955.29

FL ST4MTL-GPOST

953.66

FL GPOST

953.60

FL GPOST

952.71

FL GPOST

952.84

OAK42

954.56

CEDAR24

960.20

CEDAR12

959.64

CEDAR20

959.74

OAK12

962.92

OAK24

957.62

PINE12

957.11

PINE12

956.61

OAK36

957.66

OAK26

958.38

OAKTWIN10-12

958.45

OAK26

957.30

OAK30

957.06

OAKTWIN15-12

956.03

OAKTWIN15-15

956.54

CEDAR18

954.95

OAK18

954.62

OAK11

953.69

OAK13

954.69

OAK13

953.70

MAPLE10

954.31

OAK24

956.11

OAK28

962.46

OAK24

965.13

PINE27

966.66

OAK20

968.77

OAKTWIN24-30

965.48

OAK20

954.67

OAK22

954.60

OAK40

956.53

OAK36

957.32

OAK24

956.18

OAK26

956.07

OAK11

954.90

OAK11

955.58

OAK12

954.49

OAKTWIN16-24

955.81

OAK35

953.51

OAK11-12

956.20

OAK42

955.88

OAK30

954.37

OAKTWIN18-30

954.60

OAKTWIN20-23

953.16

OAKTWIN14-16

953.51

OAKTWIN11-20

952.54

OAK12

952.56

OAK54

952.91

OAK36

952.97

OAK42

952.36

OAK24

954.02

OAK44

953.90

OAK20

955.39 MAGNOLIA24

954.52

OAK24

953.41

PINE24

961.61

OAK58

956.84

OAK13

955.07

CEDAR12

952.55

OAK13

952.60

OAK36

953.01

OAKTWIN14-18

952.63

OAKTWIN18-20

952.38

OAK30

952.32

OAK10

951.15

OAK30

952.86

OAKTWIN12-22

953.15

OAK12

953.16

OAK12

952.96

OAKTWIN12-16

953.39

OAK14

952.69

OAK11

951.90

OAK10

952.11

OAK10

951.82

OAK18

952.70

OAK16

953.19

OAK16

953.52

OAK30

953.58

OAKTWIN12-18

953.19

OAK18

952.37

OAK25

952.58

OAK15

951.71

OAKTWIN15-20

953.62

OAK12

953.55

OAK24

954.72

OAKTRIPLE12-13-15

954.60

OAK12

952.38

OAK14

954.33

OAK20

953.78

OAK10

952.10

OAKTWIN15-18

952.26

OAKTWIN5-11

952.20

OAKTWIN8-12

951.68

OAK26

960.62

OAK26

968.77

OAK52

967.20

946.53

944.31

OAK13

952.82

OAK46

954.68

OAK12

953.14

OAK38

952.64

OAK52

953.81

OAK10

954.14

OAK12

955.26

OAK12

953.86

OAK10

952.62

OAK14

952.99

OAK12

950.97

OAK10

949.95

OAK10

951.92

C K

D R

D A

T N o:

D A

N o.

G R

E C

O U

, S C

PRELIMINARY

NOT FOR

CONSTRUCTION

Pe tti gr u

St re et G re en vi lle

, S C

N O

C H

O N

A N

D R

N A

O N

C.100

N C

O N

A N

LEGEND

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SEP-2024

AutoCAD SHX Text 1000110.06

AutoCAD SHX Text W:\Srvln\IM\Greenville\Projects\SC_Greenville_CO\10000110_05_and_10000110_06_SCOR ASIP Projects\_North Chastain Stream Restoration and Riparian Area Reclamation\Design\Final Plans\04_10000110.06-C.003_Erosion_Control.dwg Plotted By:Changivy, Le Plotted:September 13, Plotted By:Changivy, Le Plotted:September 13, Changivy, Le Plotted:September 13, Plotted:September 13, September 13, 2024, 3:55:30 PM, 3:55:30 PM3:55:30 PM

AutoCAD SHX Text Last Saved By:Changivy, 9/13/2024 3:45:54 PMChangivy, 9/13/2024 3:45:54 PM, 9/13/2024 3:45:54 PM9/13/2024 3:45:54 PM

AutoCAD SHX Text

LOD AREA 1 7,000 SF

AutoCAD SHX Text

GRAPHIC SCALE IN FEET

AutoCAD SHX Text

LOD AREA 2 22,000 SF

AutoCAD SHX Text

LOD AREA 3 14,000 SF

AutoCAD SHX Text

LOD AREA 4 25,000 SF

AutoCAD SHX Text 1" = 40'

AutoCAD SHX Text

PORTA-JON

AutoCAD SHX Text

DUMPSTER

AutoCAD SHX Text

CONCRETE WASHOUT

AutoCAD SHX Text

MOVE POWER POLE. EXISTING LOCATION.

AutoCAD SHX Text

NEW POWER POLE LOCATION.

AutoCAD SHX Text STABILIZED CONSTRUCTION ENTRANCE *ONLY WHERE NOT PAVED LAYDOWN AREA STOCKPILE AREA WETLAND AREA DITCH CHECK SEDIMENT TUBE LIMITS OF DISTURBANCE (LOD) SILT FENCE (SINGLE ROW)

Smoot Rectangle

Smoot Snapshot

SIGN35MPH

956.22

SIGN

955.64

SIGNSTOP

959.35

SIGN

959.34

SIGNSTOP

956.78

SIGN

955.58

SIGN

957.09

SIGN

956.09

OAK42

954.56

CEDAR24

960.20

CEDAR12

959.64

CEDAR20

959.74

OAK12

962.92

OAK24

957.62

PINE12

957.11

PINE12

956.61

OAK36

957.66

OAK26

958.38

OAKTWIN10-12

958.45

OAK26

957.30

OAK30

957.06

OAKTWIN15-12

956.03

OAKTWIN15-15

956.54

CEDAR18

954.95

OAK18

954.62

OAK11

953.69

OAK13

954.69

OAK13

953.70

MAPLE10

954.31

OAK24

956.11

OAK28

962.46

OAK24

965.13

PINE27

966.66

OAK20

968.77

OAKTWIN24-30

965.48

OAK20

954.67

OAK22

954.60

OAK40

956.53

OAK36

957.32

OAK24

956.18

OAK26

956.07

OAK11

954.90

OAK11

955.58

OAK12

954.49

OAKTWIN16-24

955.81

OAK35

953.51

OAK11-12

956.20

OAK42

955.88

OAK30

954.37

OAKTWIN18-30

954.60

OAKTWIN20-23

953.16

OAKTWIN14-16

953.51

OAKTWIN11-20

952.54

OAK12

952.56

OAK54

952.91

OAK36

952.97

OAK42

952.36

OAK24

954.02

OAK44

953.90

OAK20

955.39 MAGNOLIA24

954.52

OAK24

953.41

PINE24

961.61

OAK58

956.84

OAK13

955.07

CEDAR12

952.55

OAK13

952.60

OAK36

953.01

OAKTWIN14-18

952.63

OAKTWIN18-20

952.38

OAK30

952.32

OAK10

951.15

OAK30

952.86

OAKTWIN12-22

953.15

OAK12

953.16

OAK12

952.96

OAKTWIN12-16

953.39

OAK14

952.69

OAK11

951.90

OAK10

952.11

OAK10

951.82

OAK18

952.70

OAK16

953.19

OAK16

953.52

OAK30

953.58

OAKTWIN12-18

953.19

OAK18

952.37

OAK25

952.58

OAK15

951.71

OAKTWIN15-20

953.62

OAK12

953.55

OAK24

954.72

OAKTRIPLE12-13-15

954.60

OAK12

952.38

OAK14

954.33

OAK20

953.78

OAK10

952.10

OAKTWIN15-18

952.26

OAKTWIN5-11

952.20

OAKTWIN8-12

951.68

OAK26

960.62

OAK26

968.77

OAK52

967.20

946.53

944.31

OAK13

952.82

OAK46

954.68

OAK12

953.14

OAK38

952.64

OAK52

953.81

OAK10

954.14

OAK12

955.26

OAK12

953.86

OAK10

952.62

OAK14

952.99

OAK12

950.97

OAK10

949.95

OAK10

951.92

C.201

C.200

C K

D R

D A

T N o:

D A

N o.

G R

E C

O U

, S C

PRELIMINARY

NOT FOR

CONSTRUCTION

Pe tti gr u

St re et G re en vi lle

, S C

N O

C H

O N

A N

D R

N A

O N

C.200

R A

N G

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SEP-2024

AutoCAD SHX Text 1000110.06

AutoCAD SHX Text W:\Srvln\IM\Greenville\Projects\SC_Greenville_CO\10000110_05_and_10000110_06_SCOR ASIP Projects\_North Chastain Stream Restoration and Riparian Area Reclamation\Design\Final Plans\05_10000110.06-C.100_Overall-Sheet.dwg Plotted By:Changivy, Le Plotted:September 13, 2024, Plotted By:Changivy, Le Plotted:September 13, 2024, Changivy, Le Plotted:September 13, 2024, Plotted:September 13, 2024, September 13, 2024, , 3:56:37 PM

AutoCAD SHX Text Last Saved By:Changivy, 9/13/2024 3:40:23 PMChangivy, 9/13/2024 3:40:23 PM, 9/13/2024 3:40:23 PM9/13/2024 3:40:23 PM

AutoCAD SHX Text

GRAPHIC SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text 1" = 40'

Smoot Rectangle

Smoot Snapshot

C K

D R

D A

T N o:

D A

N o.

G R

E C

O U

, S C

PRELIMINARY

NOT FOR

CONSTRUCTION

Pe tti gr u

St re et G re en vi lle

, S C

N O

C H

O N

A N

D R

N A

O N

C.201

N A

N D

P R

LEGEND

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SEP-2024

AutoCAD SHX Text 1000110.06

AutoCAD SHX Text

GRAPHIC SCALE IN FEET

AutoCAD SHX Text

TREE TWINS TO BE STUMPED.

AutoCAD SHX Text

INSTALL SINGLE ARM VANE.

AutoCAD SHX Text

TOE ROCKS

AutoCAD SHX Text

CROSS VANE

AutoCAD SHX Text

BOULDER RIFFLE

AutoCAD SHX Text

TREE REMOVAL

AutoCAD SHX Text

TREE REMOVALS.

AutoCAD SHX Text

INSTALL TOE ROCKS.

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

PROPOSED GROUND

AutoCAD SHX Text

EXISTING CULVERT

AutoCAD SHX Text

INSTALL CROSS VANE.

AutoCAD SHX Text

INSTALL BOULDER RIFFLES.

AutoCAD SHX Text

INSTALL BOULDER TOES.

AutoCAD SHX Text

INSTALL TOE ROCKS.

AutoCAD SHX Text

BOULDER RIFFLES

AutoCAD SHX Text

BOULDER TOES

AutoCAD SHX Text

PROPOSED STRAIGHT HEADWALL FOR 36" PIPE

AutoCAD SHX Text

CULVERT BEVELED END

AutoCAD SHX Text RCP SHALL ONLY BE REMOVED WHERE NECESSARY TO CONSTRUCT CHANNEL. THE REMAINING RCP SHALL BE LEFT IN PLACE AND PLUGGED WITH FLOWABLE FILL. SEE SPECIFICATIONS.

AutoCAD SHX Text

USE SMOOTH BACK OF EXCAVATOR BUCKET TO ACHIEVE GRADE BENEATH TREE DRIPLINE.

AutoCAD SHX Text

USE SMOOTH BACK OF EXCAVATOR BUCKET TO ACHIEVE GRADE BENEATH TREE DRIPLINE.

AutoCAD SHX Text

MOVE POWER POLE. EXISTING LOCATION.

AutoCAD SHX Text

NEW POWER POLE LOCATION.

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

CULVERT OUTLET PROTECTION

AutoCAD SHX Text

INSTALL HEADWALL- STRAIGHT FOR CIRCULAR PIPE.

AutoCAD SHX Text

INSTALL CULVERT OUTLET PROTECTION.

AutoCAD SHX Text

CULVERT BEVELED END.

AutoCAD SHX Text

SINGLE ARM VANE

AutoCAD SHX Text

RIPRAP APRON

AutoCAD SHX Text

BOULDER WALL

AutoCAD SHX Text

SCDOT…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 13, 2025.