ATTACHMENT_B_Old_Spell-Construction_Plans-7-14-26.pdf

PDF 35 MB Posted Jul 14, 2026

Attached to: Old Spell Road Improvements - Phase 2
Solicitation number: 2027-02
Issued by: Dillon County, South Carolina

About this file

Written by GovTribe AI · Jul 17, 2026

This document comprises construction plans for the Old Spell Road Improvements Phase 2 project in Dorchester County, South Carolina, prepared by Davis & Floyd, Inc., a licensed professional engineering firm. The project involves the improvement of Old Spell Road, a county-maintained roadway in Dorchester County, with construction limits extending from Station 33+95.58 to Station 62+00.00, encompassing approximately 2.8 miles of roadway work. The project includes pavement improvements, drainage infrastructure installation and replacement, erosion control measures, right-of-way adjustments, and utility coordination. The construction plans consist of 41 sheets total, including detailed plan and profile sheets, typical sections, cross-sections, property strip maps, right-of-way data, general construction notes, and erosion control specifications. Key drainage components include multiple pipe installations (ranging from 15-inch to 29-inch diameter RCP), catch basin construction, and outfall structures. The plans indicate a design speed of 45 miles per hour with typical pavement sections incorporating H/M asphalt concrete courses at varying thicknesses depending on location within the project limits. Contractors must coordinate with utility owners, particularly referencing Palmetto Utility Protection Services, Inc. (PUPS), and contact the South Carolina 811 system prior to beginning excavation work.

The construction plans mandate strict adherence to South Carolina Department of Transportation (SCDOT) Standard Specifications for Highway Construction (2025 Edition), SCDOT Standard Drawings for Road Construction, and MUTCD 2009 Edition traffic control standards. Comprehensive erosion and sediment control requirements are detailed, including silt fence installation, sediment tubes, riprap placement, and temporary stabilization measures, with mandatory inspections required at minimum weekly intervals. The contractor is responsible for all costs associated with utility relocation, abandonments, dewatering operations, and site restoration, including temporary seeding and permanent stabilization. Environmental compliance includes NPDES permit adherence and coordination with the Office of Coastal Resource Management (OCRM) for pre-construction conferences. The project specifies detailed driveway construction, pavement saw-cutting at connections to existing roadways, and restoration of all disturbed areas with appropriate vegetation based on soil conditions and seasonal seeding schedules. Special provisions address concrete truck washout procedures, construction signage placement, traffic control plans, and equipment storage restrictions within 15 feet of the travel way edge.

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Other files

File	Type	Posted
Old_Spell_Road_Improvements_-_Phase_2_(Addendum_#1_Revision).pdf	PDF	Aug 14, 2026
Old_Spell_Road_Improvements_-_Phase_2.pdf	PDF	Jul 14, 2026
ATTACHMENT_A_20260622_Old_Spell_Road_Specifications_and_Permits.pdf	PDF	Jul 13, 2026

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S.C.

ROAD NAME

TOTAL SHEETS 41

GEORGETOWN COUNTY

NET LENGTH OF OUTFALL

1" = 2640'

3 DAYS BEFORE DIGGING IN

SOUTH CAROLINA

CALL 811

ALL UTILITIES MAY NOT BE A MEMBER OF PUPS.

PALMETTO UTILITY PROTECTION SERVICES, INC. (PUPS)

.................. 0.000

12042.14

80°35'15.59"W

................. 0.531

............... 0.531

................. 0.000

C H

A R

L E

S T

O N

S C

M O

N T

A G

U E

A V

E N

U E

OLD SPELL RDDORCHESTER

DORCHESTER COUNTY

PLAN OF PROPOSED IMPROVEMENTS FOR OLD SPELL ROAD

33°8'7.50"N

1.35

No. 35794

ORAC H

T U

O S

R E

LANOISSEFORP DES

YMS WER

D N

STATE COUNTY

SHEETS

TOTAL

NO.

SHEET

NO.

ROUTE

SHEETS

TOTAL

NO.

SHEET

NO.

ROUTE

D&F PROJECT NO.

FOR CONSTRUCTION :

DATE

PROJECT ENGINEER

CONSULTANT -

FIRM

CONSULTING ENGINEERING

INDEX OF SHEETS

SHEET TOTALSSHEET # DESCRIPTION

LAYOUT

RAILROAD INVOLVEMENT?

YES / NO

provided by:

Hydrology and NPDES Design

Approximate Location of Roadway is:

Longitude

Latitude

NPDES PERMIT INFORMATION

NPDES Disturbed

Area = Acres

Davis & Floyd

NET LENGTH OF PROJECT

LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY MILES

MILES

S O

TH CARO

C E

R T

ATE OF AUTHO

A T

FLOYD, INC.

DAVIS &

No. C00538

CONSTRUCTION.

EDITION), AND BOOK OF STANDARD DRAWINGS FOR ROAD

STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (2025

CONFORM WITH SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION

NOTE: ALL WORKMANSHIP AND MATERIAL ON THIS PROJECT TO

D01-D07

X1 - X20

EC01

06-9

05A-05C

04A

DETAIL SHEETS

CROSS SECTIONS

EROSION CONTROL SHEET

PLAN AND PROFILE SHEETS

REFERENCE SHEETS

GENERAL CONSTRUCTION NOTES

PROPERTY STRIP MAP

RIGHT-OF-WAY DATA SHEET

TYPICAL SECTIONS

SUMMARY OF ESTIMATED QUANTITIES

TITLE SHEET

BEGIN

END

S-49

QUAKER RD

u s

STA. 62+00.00

STA. 33+95.58

OLD SPELL ROAD

PROJECT LIMITS FOR

asmyre Text Box 6/18/2026 asmyre Stamp

No. 35794

ORAC H

T U

O S

R E

LANOISSEFORP DES

YMS WER

D N

CONSTRUCTION PLANS

P L

O T D

E R

P E

N T

A B L E

S C

A L E

G Jo b s E v e n

O ld S p e ll R o a d P r o d u c ti o n T r a n s p o r ta ti o n f_ d g n C o n s t p lp r

O ld S p e ll S

H E E T

S u m m a r y o f

E s ti m a te d Q u a n ti ti e s .d g n

P D

F .p lt c fg

O ld

S p e ll .t b l

.8 f t i n

S O

TH CARO

C E

R T

ATE OF AUTHO

A T

FLOYD, INC.

DAVIS &

No. C00538

REV. NO. BY DATE DESCRIPTION OF REVISION

S.C.3

DIV.NO.

FED. ROAD

STATE COUNTY ROUTE NAME

NO.

SHEET

SHEETS

TOTAL

PLOT SIZE = 22" x 34"

(843) 554-8602

NORTH CHARLESTON, SC 29418

3229 WEST MONTAGUE AVE.

DORCHESTER

DORCHESTER COUNTY

ROAD

CONNELLY HAYNES

CONNELLY HAYNES ROAD

PRELIMINARY ROW PLANS

SUMMARY OF ESTIMATED QUANTITIES

N.T.S.

asmyre Text Box 7/14/2026

MPH FROM STA. TO STA.

EXCEPTIONS TO DESIGN SPEED

OLD SPELL ROAD DESIGN SPEED

10'10'

48:1 48:1

3 3

10.5' 10.5'

50' R/W

8" GRADED AGGREGATE BASE COURSE

TYPICAL SECTION

2 PRIME COAT

H/M ASPHALT CONCRETE SURFACE COURSE TYPE C (200#/SY)

STA. 35+52.76 TO STA. 61+50.00

TYPICAL SECTION

2:1

H/M ASPHALT CONCRETE BASE COURSE TYPE B (450#/SY)

H/M ASPHALT CONCRETE INTERMEDIATE COURSE TYPE B (440#/SY)

H/M ASPHALT CONCRETE SURFACE COURSE TYPE B (220#/SY)

WITHIN THE SCDOT R/W USE THE FOLLOWING PAVEMENT DESIGN

OLD SPELL ROAD

TYPICAL SECTIONS

2:1 2:1

2:1

SHOWN

VARIES 4'

SHOWN

VARIES

6'6'

10'10'

48:1 48:1

3 3

13.5' 13.5'

50' R/W

STA. 33+95.58 TO STA. 35+52.76

TYPICAL SECTION

10:110:1

GUTTER

VALLEY

GUTTER

VALLEY

3'1' 1'

25 62+00.0033+95.58

N.T.S.

GROUND

EXISTING GRADE

POINT OF

GROUND

EXISTING

PAVEMENT LEGEND

GROUND

EXISTING GRADE

POINT OF

GROUND

EXISTING

12:1 12:1

12:112:1

10'10'

48:1

3 3

10.5' 10.5'

50' R/W

STA. 61+50.00 TO STA. 62+00.00

TYPICAL SECTION

2:1 2:1

SHOWN

VARIES

GROUND

EXISTING GRADE

POINT OF

GROUND

EXISTING

12:1 12:1

SHOWN 4'

VARIES

48:1*

INFORMATION

CROSS SECTIONS FOR ADDITIONAL

STA. 60+50.00 TO STA. 61+00.00 RT. SEE

STA. 60+50.00 TO STA. 61+50.00 LT AND

* INSTALL 1 FT FLAT BOTTOM DITCH FROM

TRANSITION TO REMOVE CROWN.

TO STA. 62+00.00 FOR SUPERELEVATION

4) PAVEMENT SLOPES VARY STA. 61+50.00

SHEET 06 FOR MORE INFORMATION

STA. 33+95.58 TO STA. 34+49.22. SEE

3) MILL AND REPAVE EXISTING PAVEMENT

SECTIONS

SPECIAL DITCH SECTIONS TO TYPICAL DITCH

2) PROVIDE UNIFORM TRANSITION FROM

STA. 61+00.00

STA. 55+50.00, AND STA. 57+50.00 TO

STA. 39+00.00, STA. 50+00.00 TO

OLD SPELL RD. RT STA. 35+17.00 TO

STA. 62+00.00

STA. 55+50.00 AND STA. 56+50.00 TO

OLD SPELL RD. LT STA. 49+00.00 TO

1) CONSTRUCT SPECIAL DITCH:

NOTES:

D&F PROJECT NO.

DORCHESTER 12042.14

AMS

JMS

DORCHESTER COUNTY

ROAD NAME

OLD SPELL ROAD

SALES TAX AUTHORITY

OLD SPELL ROAD

No. 35794

ORAC H

T U

O S

R E

LANOISSEFORP DES

YMS WER

D N

STATE COUNTY

S.C.

SHEETS

TOTAL

NO.

SHEET

REV. NO. DATE DESCRIPTION OF REVISIONBY

R/W

CHK.

DATE

S O

TH CARO

C E

R T

ATE OF AUTHO

A T

FLOYD, INC.

DAVIS &

No. C00538

DGN.

C H

A R

L E

S T

O N

S C

M O

N T

A G

E N

U E asmyre Text Box 5/26/2026

RIGHT-OF-WAY DATA SHEET

N.T.S.

D&F PROJECT NO.

DORCHESTER 12042.14

AMS

JMS

DORCHESTER COUNTY

ROAD NAME

OLD SPELL ROAD

SALES TAX AUTHORITY

OLD SPELL ROAD

No. 35794

ORAC H

T U

O S

R E

LANOISSEFORP DES

YMS WER

D N

STATE COUNTY

S.C.

SHEETS

TOTAL

NO.

SHEET

REV. NO. DATE DESCRIPTION OF REVISIONBY

R/W

CHK.

DATE

S O

TH CARO

C E

R T

ATE OF AUTHO

A T

FLOYD, INC.

DAVIS &

No. C00538

DGN.

C H

A R

L E

S T

O N

S C

M O

N T

A G

E N

U E asmyre Text Box 5/26/2026

SC GRID

No. 35794

ORAC H

T U

O S

R E

LANOISSEFORP DES

YMS WER

D N

EXISTING 25' EASEMENT

STA. 67+32.45

ROADWAY R/W

END PROPOSED

TMS# 070-00-00-145.000

ZUELKE ALLEN & MARLENE (JTROS)

TMS# 070-00-00-148.000

BURNS DONTE

TMS# 070-00-00-105.000

SPELL DELANO R & JEAN R

TMS# 070-00-00-146.000

SPEED WILLIAM E JR & MALYNDA

TMS# 070-00-00-138.000

GARCIA DIEGO ARMANDO

TMS# 070-00-00-176.000

& DANIELLE P

REEVE GABRIEL S 1

EXISTING 25' EASEMENT

DRAINAGE EASEMENT

EXISTING 30'

G R

E S

R E

E M

E N

G R

R E

E M

E N

10 12 13

TMS# 070-00-00-070.000

& DANIEL S

REEVE LORI L

TMS# 070-00-00-137.000

& ET AL

NEWHALL KATHY J

TMS# 070-00-00-144.000

& BRENDA D

NEWHALL ARIC J

NEW TRANS. R/W

BEGIN NEW TRANS. R/W STA. 34+64.09

END EXISTING 25' EASEMENT.

BEGIN NEW TRANS. R/W STA. 37+02.75

END EXISTING 25' EASEMENT.

NEW

' R /W

NEW

' R /W

NEW

' R /W

NEW 25' R/

NEW 25' R/WNEW 25' R/W

25.00

+41.77

25.00

+41.77

25.00

+49.78

25.00

+49.78

(575' R)

NEW TRANS. R/W

(625' R)

NEW TRANS. R/W

25.00

+90.33

23.50

+90.33

NEW TRANS. R/W

23.67

+42.65

26.25

+45.43

(62 5' R

)NEW

TRANS

. R/ W

(57 5' R

)NEW

TRANS

. R/ W

25.00

+60.60

25.00

+60.60

25.00

+20.67

25.00

+20.67

25.09

+10.60

24.90

+09.69

NEW TRANS. R/W

22.99

+53.18

24.00

+11.17 28.32

+65.06

21.90

+68.66

(475

' R)NEW T

RANS. R

(52 5' R

/W)NEW T

RANS.

R/W

STA. 66+94.83

ROADWAY R/W

END PROPOSED

NEW 25' R/WNEW 25' R/W

NEW TRANS. R/W

25.00

+96.66

25.00

+96.66

D&F PROJECT NO.

S.C.

REV. NO. DATE DESCRIPTION OF REVISIONBY

R/W

CHK.

DATE

DGN.

DORCHESTER 12042.14

AMS

JMS

DORCHESTER COUNTY

ROAD NAME

C H

A R

L E

S T

O N

S C

M O

N T

A G

E N

U E

OLD SPELL ROAD

SALES TAX AUTHORITY

PROPERTY STRIP MAP

OLD SPELL ROAD

SCALE 1" = 120'

STATE COUNTY

SHEETS

TOTAL

NO.

SHEET

S O

TH CARO

C E

R T

ATE OF AUTHO

A T

FLOYD, INC.

DAVIS &

No. C00538

0 120 240 360 480

339'

1,253'

35 40

` OLD SPELL ROAD

TMS# 070-00-00-124.000

BLACK MARGARET S

TMS# 070-00-00-056.000

SIMMONS HERBERT JESSENS

TMS# 070-00-00-160.000

JENKINS DOROTHY MAE

asmyre Text Box 5/26/2026

GENERAL CONSTRUCTION NOTES:

CONDITIONS IF NECESSARY.

THE ENGINEER RESERVES THE RIGHT TO ADJUST THE LOCATION OF ALL PROPOSED IMPROVEMENTS TO MEET FIELD

ANY COSTS ASSOCIATED WITH REMOVING EXISTING PIPE SHALL BE INCLUDED IN THE COST OF PLACING NEW PIPE.

INFORMATION SHOWN ON THE DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE EXACT LOCATION OF ALL UTILITIES

OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THE UTILITIES

THE LOCATIONS OF EXISTING UTILITIES AND STORM DRAINAGE FACILITIES SHOWN ON THE PLANS ARE PROVIDED FOR THE CONVENIENCE

CONSTRUCTION (LATEST EDITION), SCDOT TRAFFIC SIGNAL SPECIFICATIONS, AND THE MUTCD, 2009 EDITION.

STANDARD DRAWINGS FOR ROAD CONSTRUCTION (LATEST EDITION), SCDOT STANDARD SPECIFICATIONS FOR HIGHWAY

THE CONTRACTOR MUST PERFORM ALL WORK IN ACCORDANCE WITH THE SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION

BARRELS, CONES, AND/OR TYPE 2 BARRICADES IN ACCORDANCE WITH THE 2009 MUTCD.

BEFORE STARTING ANY WORK ON THE PROJECT. THIS PLAN SHALL INCLUDE DETAILS CONCERNING PLACEMENT OF REFLECTORIZED

THE CONTRACTOR SHALL PROVIDE A DETAILED TRAFFIC CONTROL PLAN TO THE RESIDENT CONSTRUCTION MANAGER FOR APPROVAL

TO THE OWNER.

REPAIR OR COORDINATE WITH UTILITY OWNERS TO REPAIR ANY DAMAGES DUE TO CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST

THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, STORM DRAINS, UTILITIES AND OTHER FACILITIES TO REMAIN AND SHALL

MANAGER FOR APPROVAL PRIOR TO COMMENCING ANY WORK ON THE PROJECT.

THE CONTRACTOR SHALL PROVIDE A DETAILED CONTRACTOR'S EROSION CONTROL PLAN TO THE RESIDENT CONSTRUCTION

ARE CLASS B UNLESS OTHERWISE STATED.

AND DITCHES. THE CONTRACTOR SHALL ROUTINELY INSPECT AND MAINTAIN THESE DEVICES. ALL CHECK DAMS AND RIPRAP SHOWN

SOLIDS AND/OR CHEMICAL SOLUTIONS OFF-SITE, AND TO PREVENT EXCESSIVE SILTATION OF EXISTING DRAINAGE PIPES, CULVERTS, THE CONTRACTOR SHALL IMPLEMENT EROSION AND SEDIMENT CONTROL MEASURES TO PREVENT THE TRANSFER OF SUSPENDED

RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PERMISSION TO STORE EQUIPMENT ON ADJACENT PROPERTIES.

THE CONTRACTOR SHALL NOT STORE ANY MATERIALS OR EQUIPMENT WITHIN 15 FT OF THE EDGE OF TRAVEL WAY. IT IS THE

BE MODIFIED PER DIRECTION OF THE ENGINEER TO FIT FIELD CONDITIONS.

PAVE ALL DRIVEWAYS TO R/W LINE. UNLESS THE DRIVEWAY IS LABELED, THE STANDARD DRIVEWAY RADIUS IS 10'. THIS MAY

PIPE OR STRUCTURES ACCORDINGLY.

ANY COSTS ASSOCIATED WITH ABANDONING PIPES OR STRUCTURES SHALL BE INCLUDED IN THE COST OF PLACING NEW

GENERAL CONSTRUCTION NOTES

COOPERATE WITH THE UTILITY DURING RELOCATION OPERATIONS.

CONFIRM THAT THE PROPER COORDINATION WITH THE VARIOUS UTILITY OWNERS HAS BEEN PERFORMED. THE CONTRACTOR SHALL

BEFORE CONSTRUCTION. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

APPLY ONLY AT THE POINTS DESIGNATED BY A TEST HOLE. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED.

THE LOCATION OF UTILITIES SHOWN IN THE PLANS SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED LOCATIONS/ELEVATIONS

INSTALLATIONS ARE COMPLETE.

FINAL SURFACE COURSE ON ALL ROADWAYS SHALL NOT BE PLACED UNTIL ALL DRAINAGE AND CURB AND GUTTER

PIPE SLOPE FROM CENTER OF BOX TO CENTER OF BOX. FIELD ADJUSTMENTS OF THE ACTUAL PIPE LENGTHS MAY BE NECESSARY.

PIPE LENGTHS THAT ARE SHOWN ON THE PLANS ARE ROUNDED TO THE NEAREST 4' INCREMENT AND CALCULATED ALONG THE

BE UTILIZED:

WHERE STORM PIPES AND STRUCTURES ARE IDENTIFIED TO BE ABANDONED IN PLACE, THE FOLLOWING PROCEDURES SHALL

ITEM BEING CONSTRUCTED.

UTILITIES OR TO MINIMIZE TRENCH WIDTH AS REQUIRED. PAYMENT FOR SUCH MEASURES IS INCLUDED IN THE BID PRICE FOR THE

THE CONTRACTOR SHALL PROVIDE ALL SHEETING, SHORING, AND BRACING REQUIRED TO PROTECT ADJACENT STRUCTURES AND

TEMPORARY ASPHALT IF NEEDED.

FILL STRUCTURE WITH FLOWABLE FILL TO BOTTOM OF PAVEMENT SECTION.

PLUG PIPE OPENINGS WITH BRICK AND GROUT.

STRUCTURES: REMOVE RIM/COVER AND CONE OR TOP SLAB.

PIPES: PLUG END(S) WITH BRICK AND GROUT.

UNLESS WORK IS TO RESUME IN THAT AREA IN LESS THAN 21 DAYS.

ALL DISTURBED AREAS SHALL BE SEEDED AFTER GRADING IS COMPLETE OR WITHIN 7 DAYS AFTER WORK STOPS IN AN AREA

ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.

ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION

STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION

OBTAIN THE ENGINEER'S CLARIFICATION BEFORE COMMENCING CONSTRUCTION.

THAT MAY AFFECT CONSTRUCTION. SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO

THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE PLANS AND REVIEW ALL FIELD CONDITIONS

CONTRACTOR IS TO PAVE DRIVEWAY APRONS TO RIGHT-OF-WAY LIMITS. 3.

WHERE APPLICABLE.

CONTRACTOR IS TO SAW-CUT CONNECTIONS TO EXISTING ROADWAYS AND/OR DRIVEWAYS 2.

IS RESPONSIBLE FOR REPLACING THE SIGN.

IF A SIGN MARKED TO BE RELOCATED IS DAMAGED BY THE CONTRACTOR, THE CONTRACTOR1.

NOTE:

DEWATERING IS REQUIRED. ONCE APPROVED AN ADDITIONAL COPY OF THE PLAN SHOULD BE PROVIDED TO THE COUNTY.

TO THE RESIDENT CONSTRUCTION ENGINEER AND OCRM FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED WHERE

SCDHEC OR OCRM REGULATIONS OR AS APPROVED BY THE ENGINEER. A PLAN FOR DEWATERING SHALL BE SUBMITTED

OR PROPERTY. DISCHARGED WATER FROM ALL DEWATERING OPERATIONS SHALL BE FILTERED IN ACCORDANCE WITH

BE DISPOSED OF WITHOUT UNDUE INTERFERENCE WITH OTHER WORK OR DAMAGE TO PAVEMENTS AND OTHER SURFACES

ACCUMULATION OF SURFACE AND GROUND WATER IN EXCAVATED AREAS. ALL OF THE WATER PUMPED OR DRAINED SHALL

THE CONTRACTOR SHALL PROVIDE AND MAINTAIN PROPER DEWATERING PROCEDURES TO PREVENT THE FLOW AND

N.T.S.

CONSTRUCTION

PROVIDE TEMPORARY ROAD CLOSURE SIGNAGE FOR PIPE CROSSING

ADVANCE OF THE ROAD CLOSURE TO INSTALL THE PIPE CROSSINGS.

THE CONTRACTOR SHALL NOTIFY PROPERTY OWNERS WITH SUFFICIENT

GEOTEXTILE FABRIC

COMPACTION)*

(95% MAX. DRY DENSITY

STRUCTURAL BACKFILL

AT TIME OF CONSTRUCTION. USE NO. 57 STONE IN PLACE OF SAND.

* DO NOT USE SAND FILL WITHIN 2 VERTICAL FEET OF WATER LEVEL

BEGINNING 12" BELOW PIPE

24" MINIMUM THICKNESS

PIPE BEDDING (NO. 57 STONE)

DETAILS

SEE TYPICAL SHEETS FOR

PAVEMENT DESIGN

(NOT TO SCALE)

CROSSLINE PIPE INSTALLATION TYPICAL SECTION

* SEE PLANS FOR LOCATIONS OF CROSSLINE PIPES

* GEOTEXTILE FABRIC TO BE INCLUDED IN QUANTITY FOR #57 STONE

PRACTICES ARE BEING IMPLEMENTED. INSPECT WASHOUT SUMP REGULARLY AND REMOVE LIQUIDS AND SEDIMENT AS NEEDED.

SITE. MONITORING SHALL OCCUR THROUGHOUT THE DURATION TO THE CONSTRUCTION PROJECT TO ENSURE APPROPRIATE

WASHED INTO CONCRETE PUMPER TRUCKS AND DISCHARGED INTO DESIGNATED WASHOUT AREA OR PROPERLY DISPOSED OFF

SHALL BE PUMPED BACK INTO CONCRETE MIXER TRUCK. CONCRETE WASHOUT FROM CONCRETE PUMPER BINS SHALL BE

THAN 50-FEET AWAY FROM A STORM DRAIN, OPEN DITCH, OR RECEIVING WATER. EXCESS CONCRETE IN CONCRETE PUMP BIN

AND THEN DISPOSED OF AS SOLID WASTE, OR A LOCATION WHICH IS NOT SUBJECT TO SURFACE WATER RUNOFF AND MORE

DESIGNATED AREA THAT WILL LATER BE BACK FILLED, AN AREA WHERE THE CONCRETE WASH CAN HARDEN, BE BROKEN UP, PAVEMENT THAT CARRIES STORM WATER RUNOFF. THE WASHOUT FROM A CONCRETE TRUCK SHALL BE DISPOSED OF INTO A

DO NOT DISPOSE OF TRUCK WASHOUT WATER BY DUMPING INTO A SANITARY SEWER, STORM DRAIN, OR ONTO SOIL OR

CONCRETE TRUCK WASHOUT:

SEE SCDOT STANDARD DRAWING 605-010-01.

THE PLACEMENT OF THE SIGNS. FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR PERMANENT CONSTRUCTION SIGNS, SHOULD BE USED IN PLACEMENT OF THE SIGNS, NO SIGHTLINES FROM ROADWAYS OR DRIVEWAYS SHOULD BE AFFECTED BY

CONSTRUCTION SIGN SETS SHALL BE PLACED AT BEGINNING AND END OF CONSTRUCTION ON OLD SPELL RD. DISCRETION

PERMANENT CONSTRUCTION SIGNS:

D&F PROJECT NO.

DORCHESTER 12042.14

AMS

JMS

DORCHESTER COUNTY

ROAD NAME

OLD SPELL ROAD

SALES TAX AUTHORITY

OLD SPELL ROAD

No. 35794

ORAC H

T U

O S

R E

LANOISSEFORP DES

YMS WER

D N

STATE COUNTY

S.C.

SHEETS

TOTAL

NO.

SHEET

REV. NO. DATE DESCRIPTION OF REVISIONBY

R/W

CHK.

DATE

S O

TH CARO

C E

R T

ATE OF AUTHO

A T

FLOYD, INC.

DAVIS &

No. C00538

DGN.

C H

A R

L E

S T

O N

S C

M O

N T

A G

E N

U E asmyre Text Box 5/26/2026

0 50 100 150 200

` OLD SPELL ROAD

SCALE 1"= 50'

REFERENCE SHEET

E E

B M

A T

C H

A . 5

05A

CONTROL POINTS

BENCHMARKS

NORTHING EASTING OFFSET STATION ELEVATION

BM #1

BM #1 NAIL IN UTILITY POLE 474521.4125 2126132.5177 17.28' LT 39+18.18 89.68

CP #1

CP #2

CP #3 CP #4

CP #5

CP #6

CP #7

NORTHING EASTING OFFSET STATION

CP #1 474061.6538 2126189.9276 10.40' LT 34+54.91NAIL

CP #2 474263.7613 2126170.8026 36+57.89NAIL 7.35' LT

CP #3 474455.8603 2126164.5913 38+49.52NAIL 7.45' RT

CP #4 474697.6690 2126128.0029 40+89.91NAIL 22.00' RT

CP #5 474838.2275 2126039.5174 42+51.84NAIL 17.00' RT

CP #6 474991.6129 2125960.4247 44+22.53NAIL 42.50' RT

CP #7 475112.3897 1215841.9314 45+89.79NAIL 16.97' RT

SC GRID

CP #8

CP #8 NAIL 475446.7034 2125640.1333 13.70' LT 49+81.78

OLD_SPELL_RD6

OLD_SPELL_RD7

P C

P T

P C

P T

C UP

D&F PROJECT NO.

DORCHESTER 12042.14

AMS

JMS

DORCHESTER COUNTY

ROAD NAME

OLD SPELL ROAD

SALES TAX AUTHORITY

OLD SPELL ROAD

No. 35794

ORAC H

T U

O S

R E

LANOISSEFORP DES

YMS WER

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STATE COUNTY

S.C.

SHEETS

TOTAL

NO.

SHEET

REV. NO. DATE DESCRIPTION OF REVISIONBY

R/W

CHK.

DATE

S O

TH CARO

C E

R T

ATE OF AUTHO

A T

FLOYD, INC.

DAVIS &

No. C00538

DGN.

C H

A R

L E

S T

O N

S C

M O

N T

A G

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U E asmyre Text Box 5/26/2026

0 50 100 150 200

SCALE 1"= 50'

REFERENCE SHEET

E E

A M

A T

C H

A . 4

05B

CONTROL POINTS

NORTHING EASTING OFFSET STATION

CP #9 475697.7855 2125605.1133 52+34.16NAIL 8.76' RT

CP #10 475842.0496 2125543.1998 53+88.66NAIL

CP #11 476205.0778 2125488.1276 57+50.26NAIL 24.81' LT

CP #12 476423.0788 2125560.6581 59+74.13NAIL 17.95' LT

` OLD SPELL ROAD

CP #9

CP #10

19.08' LT

CP #11

CP #12

SC GRID

P C

P T

P C

P T

P C

P T

OLD_SPELL_RD8

OLD_SPELL_RD9

OLD_SPELL_RD10

UPUP

D&F PROJECT NO.

DORCHESTER 12042.14

AMS

JMS

DORCHESTER COUNTY

ROAD NAME

OLD SPELL ROAD

SALES TAX AUTHORITY

OLD SPELL ROAD

No. 35794

ORAC H

T U

O S

R E

LANOISSEFORP DES

YMS WER

D N

STATE COUNTY

S.C.

SHEETS

TOTAL

NO.

SHEET

REV. NO. DATE DESCRIPTION OF REVISIONBY

R/W

CHK.

DATE

S O

TH CARO

C E

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ATE OF AUTHO

A T

FLOYD, INC.

DAVIS &

No. C00538

DGN.

C H

A R

L E

S T

O N

S C

M O

N T

A G

E N

U E asmyre Text Box 5/26/2026

REFERENCE SHEET

05C

SCALE N.T.S.

Course from PT OLD_SPELL_RD8 to PC OLD_SPELL_RD9 N 24° 23' 21.50" E Dist 659.3000

Chord Bear = N 5° 41' 17.70" E Ahead = N 24° 23' 21.50" E Back = N 13° 00' 46.09" W C.C. N 476,139.7843 E 2,126,096.4419 P.T. Station 59+37.36 N 476,382.1768 E 2,125,561.8253 P.C. Station 55+54.18 N 476,007.6102 E 2,125,524.5161 Mid. Ord. = 30.9910 Long Chord = 376.4201 External = 32.7184 Radius = 587.0000 Length = 383.1877 Tangent = 198.7006 Degree = 9° 45' 38.81" Delta = 37° 24' 07.59" (RT) P.I. Station 57+52.88 N 476,201.2081 E 2,125,479.7750 Curve OLD_SPELL_RD8 Curve Data

Course from PT OLD_SPELL_RD7 to PC OLD_SPELL_RD8 N 13° 00' 46.09" W Dist 563.8449

Chord Bear = N 24° 23' 37.85" W Ahead = N 13° 00' 46.09" W Back = N 35° 46' 29.61" W C.C. N 475,645.1351 E 2,126,460.1618 P.T. Station 49+90.33 N 475,458.2450 E 2,125,651.4764 P.C. Station 46+60.60 N 475,159.9153 E 2,125,786.7661 Mid. Ord. = 16.3207 Long Chord = 327.5728 External = 16.6481 Radius = 830.0000 Length = 329.7369 Tangent = 167.0716 Degree = 6° 54' 11.18" Delta = 22° 45' 43.52" (RT) P.I. Station 48+27.67 N 475,295.4638 E 2,125,689.0957 Curve OLD_SPELL_RD7 Curve Data

Course from PT OLD_SPELL_RD6 to PC OLD_SPELL_RD7 N 35° 46' 29.61" W Dist 439.9221

Chord Bear = N 21° 01' 15.55" W Ahead = N 35° 46' 29.61" W Back = N 6° 16' 01.49" W C.C. N 474,466.8514 E 2,125,577.4365 P.T. Station 42+20.67 N 474,802.9976 E 2,126,043.9456 P.C. Station 39+24.54 N 474,529.6202 E 2,126,149.0002 Mid. Ord. = 18.9586 Long Chord = 292.8680 External = 19.6050 Radius = 575.0000 Length = 296.1299 Tangent = 151.4268 Degree = 9° 57' 52.14" Delta = 29° 30' 28.12" (LT) P.I. Station 40+75.97 N 474,680.1420 E 2,126,132.4700 Curve OLD_SPELL_RD6 Curve Data

Course from 405254 to PC OLD_SPELL_RD6 N 6° 16' 01.49" W Dist 663.8726

Point 405254 N 473,869.7151 E 2,126,221.4707 Sta 32+60.67

Course from PT OLD_SPELL_RD10 to PC OLD_SPELL_RD11 N 24° 20' 44.09" E Dist 417.6949

Chord Bear = N 25° 33' 05.20" E Ahead = N 24° 20' 44.09" E Back = N 26° 45' 26.32" E C.C. N 477,297.1120 E 2,125,432.1917 P.T. Station 67+17.58 N 477,090.9924 E 2,125,887.7295 P.C. Station 66+96.54 N 477,072.0058 E 2,125,878.6525 Mid. Ord. = 0.1107 Long Chord = 21.0448 External = 0.1108 Radius = 500.0000 Length = 21.0463 Tangent = 10.5247 Degree = 11° 27' 32.96" Delta = 2° 24' 42.23" (LT) P.I. Station 67+07.06 N 477,081.4036 E 2,125,883.3908 Curve OLD_SPELL_RD10 Curve Data

Course from PT OLD_SPELL_RD9 to PC OLD_SPELL_RD10 N 26° 45' 26.32" E Dist 79.2069

Chord Bear = N 25° 34' 23.91" E Ahead = N 26° 45' 26.32" E Back = N 24° 23' 21.50" E C.C. N 476,776.1741 E 2,126,289.4533 P.T. Station 66+17.33 N 477,001.2803 E 2,125,842.9926 P.C. Station 65+96.66 N 476,982.6413 E 2,125,834.0729 Mid. Ord. = 0.1068 Long Chord = 20.6633 External = 0.1068 Radius = 500.0000 Length = 20.6647 Tangent = 10.3338 Degree = 11° 27' 32.96" Delta = 2° 22' 04.82" (RT) P.I. Station 66+07.00 N 476,992.0530 E 2,125,838.3401 Curve OLD_SPELL_RD9 Curve Data

D&F PROJECT NO.

DORCHESTER 12042.14

AMS

JMS

DORCHESTER COUNTY

ROAD NAME

OLD SPELL ROAD

SALES TAX AUTHORITY

OLD SPELL ROAD

No. 35794

ORAC H

T U

O S

R E

LANOISSEFORP DES

YMS WER

D N

STATE COUNTY

S.C.

SHEETS

TOTAL

NO.

SHEET

REV. NO. DATE DESCRIPTION OF REVISIONBY

R/W

CHK.

DATE

S O

TH CARO

C E

R T

ATE OF AUTHO

A T

FLOYD, INC.

DAVIS &

No. C00538

DGN.

C H

A R

L E

S T

O N

S C

M O

N T

A G

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U E asmyre Text Box 5/26/2026

These discharges are to be routed through appropriate BMPs (sediment basin, filter bag, etc.).

15. Minimize the discharge of pollutants from dewatering of trenches and excavated areas.

EC1

EROSION CONTROL NOTES

SEE SHEETS D1-D5 FOR EROSION CONTROL DETAILS

N.T.S.

CONCRETE TRUCK WASHOUT

-Inspect washout sump regularly and remove liquids and sediment as needed.

to ensure appropriate practices are being implemented.

-Monitor employees and subcontractors throughout the duration of the construction project

Inspection and Maintenance:

and discharged into designated washout area or properly disposed offsite.

-Concrete washout from concrete pumper bins can be washed into concrete pumper trucks

-Pump excess concrete in concrete pump bin back into concrete mixer truck.

away from a storm drain, open ditch, or receiving water.

- A location which is not subject to surface water runoff, and more than 50-feet of as solid waste.

- An area where the concrete wash can harden, be broken up, and then disposed

- A designated area that will later be backfilled: a slurry pit

-The washout from a concrete truck should be disposed of into:

or onto soil or pavement taht carries storm water runoff.

-Do not dispose of truck washout water by dumping into a sanitary sewer, storm drain occur the following BMPs should be used.

Concrete trucks should not typically be washed on site. However, if this does need to

1. If necessary, slopes which exceed eight (8) feet should be stabilized with synthetic or vegetative mats, in addition to hydroseeding. It may be necessary to install temporary slope drains during construction. Temporary berms may be needed until the slope is brought to grade.

2. 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 activity on a portion of the site is temporarily ceased, and earth disturbing activities will be resumed within 14 days, temporary stabilization measures do not have to be initiated on that portion of the site.

4. Provide silt fence and or other control devices, as may be required, to control soil erosion during utility construction. All disturbed areas shall be cleaned, graded, and stabilized immediately after the utility installation. Fill, cover, and temporary seeding at the end of each day are recommended. If water is encountered while trenching, the water should be filtered to remove any sediments before being pumped back into any waters of the state.

5. All erosion control devices shall be properly maintained during all phases of construction until the completion of all construction activities and all disturbed areas 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.

6. The contractor must take necessary action to minimize the tracking of mud onto paved roadway(s) from the construction area and the generation of dust.

The contractor shall daily remove mud/soil from pavement, as may be required.

7. Residential subdivisions require erosion control features for infrastructure as well as for individual lot construction. Individual property owners shall follow these plans during construction or obtain approval of an individual plan in accordance with S.C. REG. 72-300 ET SEQ. and SCR100000.

8. Temporary diversion berms and or ditches will be provided as needed during construction to protect work areas from upslope runoff and or to divert sediment laden water to appropriate traps or stable outlets.

9. All waters of the state (WOS), including wetlands, are to be flagged or otherwise clearly marked in the field. A double row of silt fence is to be installed in all areas where a 50-foot buffer can't be maintained between the disturbed area and all WOS. A 10-foot buffer should be maintained between the last row of silt fence and all WOS..

potential for impact (such as stockpiles of freshly treated lumber) and construction chemicals that could be exposed to storm water must be prevented from being a pollutant source in storm water discharges.

modification required to correct the BMP within 48 hours of identification.

or incorrectly installed, the Permittee must address the necessary replacement or

If periodic inspection or other information indicates that a BMP has been inappropriately

3. All sediment and erosion control devices shall be inspected once every calendar week.

10. Litter, construction debris, oils, fuels, and building products with significant

13. Minimize soil compaction and, unless infeasible, preserve topsoil.

the date that final stabilization is reached.

business hours, from the date of commencement of construction activities to at the construction site or a nearby location easily accessible during normal

11. A copy of the SWPPP, inspections records, and rainfall data must be retained not resume for a period of 7 calendar days.

where land-disturbing activities have permanently or temporarily ceased, and will

12. Initiate stabilization measures on any exposed steep slope (3H:1V or greater) basin or alternative control that provides equivalent or better treatment prior to discharge.

wash water, and other wash waters. Wash waters must be treated in a sediment

14. Minimize the discharge of pollutants from equipment and vehicle washing, wheel

*Soaps or solvents used in vehicle and equipment washing.

*Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance; and and other construction materials;

*Wastewater from washout and cleanout of stucco, paint, form release oils, curing compounds

*Wastewater from washout of concrete, unless managed by an appropriate control;

16. The following discharges from sites are prohibited:

areas of the construction site.

once every calendar week and must be conducted until final stabilization is reached on all

17. After construction activities begin, inspections must be conducted at a minimum of at least alternative BMPs must be implemented as soon as reasonably possible.

the next storm event is impracticable, the situation must be documented in the SWPPP and be completed before the next storm event whenever practicable. If implementation before the requirements of this permit and/or SC's Water Quality Standards, implementation must

18. If existing BMPs need to be modified or if additional BMPs are necessary to comply with has approved otherwise.

that disturb 10 acres or more this conference must be held on-site unless the Department

On-Site SWPPP prior to the implementation of construction activities. For non-linear projects

19. A Pre-Construction Conference must be held for each construction site with an approved

OCRM STANDARD NOTES

SEEDING INSTALLATION

washout which occurs shall be regraded and reseeded until good sod is established.

G. Slopes shall be protected against washouts by an approved method. Any over the entire area seeded.

shall be done if and when necessary until a good, healthy, uniform growth is established

F. All seeded areas shall be watered and maintained in good condition. Reseeding considered on a case-by-case basis as approved by the Engineer.

tack the mulch, unless otherwise shown on the plans. Mechanical tacking will be per acre. Asphalt emulsion shall be applied uniformly at a rate of 300 GAL per acre to

All seeded areas shall be mulched with clean small-grain straw at a rate of 1•to 2 tons

SCDOT Standard Specifications for Highway Construction (Edition 2007).

applied, depending on the period of year, at the rates indicated in Section 810 of the raked into the surface. Lightly roll the surface and water with fine spray. Seed shall be

E. Immediately following this preparation the seed shall be uniformly applied and lightly

D. Fertilizer shall be uniformly spread and disked or roto-tilled to a depth of at least 4 IN.

stones larger than 2 IN shall be removed.

C. The subgrade of all areas to be seeded shall be raked and all rubbish, sticks, roots, and too wet to rake easily, when it is in a frozen condition, or too dry.

B. No seeding should be undertaken in windy or unfavorable weather, when the ground is

A. Seed all disturbed areas of construction (excluding riprap lined ditches).

SEQUENCE OF CONSTRUCTION

D. A recommended sequence of construction follows:

9. Remove sediment controls 30 days after all disturbed areas have stabilized.

seven (7) days.

8. Clean out temporary sediment control as needed; check controls every

7. Stabilize all remaining areas.

particular erosion control device has been stabilized.

6. Erosion controls may be removed after the area contributing flow to that driveways as long as possible.

progress to limit disruption to traffic. Schedule work to maintain access to all

5. Proceed with construction. Limit disturbed areas to areas with work in possible (within 7 calendar days).

4. Install protection around inlets and stabilize disturbed areas as soon as controls.

3. Construct new drainage appurtenances within the areas protected by perimeter

2. Construct perimeter controls.

control silt fence, hay bales, and temporary sediment traps.

1. Clear and grub only areas necessary for perimeter erosion and sediment install BMP's per the SCDOT Standard Drawings for Erosion Control.

4. Adhere by all of the OCRM Standard Notes listed on the right of this sheet and directed by the Engineer.

3. A temporary rock filter dam or sediment tube shall be used as ditch checks as shall be washed down as necessary to prevent tracking of silt offsite.

where construction vehicles access public non-construction areas. Vehicles

2. Stabilized Graveled Construction Entrances shall be used at locations construction.

1. Silt Fences shall be used to prevent silt from leaving the limits of

C. Install sediment erosion controls as follows:

(843)238-4528 prior to commencing construction activities.

B. Contact the office of Ocean and Coastal Resource Management (OCRM) at

A. Obtain all permits.

D&F PROJECT NO.

DORCHESTER 12042.14

AMS

JMS

DORCHESTER COUNTY

ROAD NAME

OLD SPELL ROAD

SALES TAX AUTHORITY

OLD SPELL ROAD

No. 35794

ORAC H

T U

O S

R E

LANOISSEFORP DES

YMS WER

D N

STATE COUNTY

S.C.

SHEETS

TOTAL

NO.

SHEET

REV. NO. DATE DESCRIPTION OF REVISIONBY

R/W

CHK.

DATE

S O

TH CARO

C E

R T

ATE OF AUTHO

A T

FLOYD, INC.

DAVIS &

No. C00538

DGN.

C H

A R

L E

S T

O N

S C

M O

N T

A G

E N

U E asmyre Text Box 5/26/2026

E E

M A T

C H

A . 4

1+ .0

ASPHALT PAVEMENT

TIE TO EXISTING

STA. 33+95.58

BEGIN CONSTRUCTION

ASPHALT PAVEMENT

150 SY EXISTING

MILL AND REPAVE

OUTFALL FLUME

REMOVE EXISTING

BEYOND C/L

RELOCATE FENCE

BEYOND C/L

RELOCATE FENCE

BEYOND C/L

RELOCATE FENCE

3' VALLEY GUTTER

OUTFALL FLUME

REMOVE EXISTING

AT 15:1

TO PAVED SHOULDER

3' VALLEY GUTTER

TRANSITION FROM

45' TAPER

AT 15:1

TO PAVED SHOULDER

3' VALLEY GUTTER

TRANSITION FROM

45' TAPER

SC GRID

OLD_SPELL_RD6

` OLD SPELL ROAD

38 39

P C

C UP

REV. NO. DATE DESCRIPTION OF REVISIONBY

R/W

CHK.

DATE

DGN.

S.C.

C H

A R

L E

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U E

12042.14

SCALE 1"= 30' HOR. 1" = 5' VER.

AMS

P R

O P

O S

E D

E X

DORCHESTER COUNTY

SALES TAX AUTHORITY

OLD SPELL ROAD

PLAN AND PROFILE

DORCHESTER OLD SPELL ROAD

No. 35794

ORAC H

T U

O S

R E

LANOISSEFORP DES

YMS WER

D N

JMS

COUNTY D&F PROJECT NO.

SHEETS

TOTAL

NO.

SHEET

S O

TH CARO

C E

R T

ATE OF AUTHO

A T

FLOYD, INC.

DAVIS &

No. C00538

0 30 12060 90

ROAD NAMESTATE

33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+0033+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+0033+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+0033+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+0033+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00

VPI = 34+80.00

Elev. 83.10

(-) 1.19% (+) 0.67%

120' V.C.

VPI = 38+67.60

Elev. 85.69

(+) 0.67% (+) 0.40%

50' V.C.

P C

E le v

P T

E le v

P C

E le v

P T

E le v

1ASPHALT PAVEMENT

TIE TO EXISTING

STA. 33+95.58

BEGIN CONSTRUCTION

33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00

Elev. = 80.96

Elev. = 83.36

Elev. = 83.68 Elev. = 84.28

SPECIAL DITCH RIGHT

SPECIAL DITCH RIGHT ELEVATIONS

EXISTING VPI = 35+17.00 RT.

VPI = 38+50.00 RT.

VPI = 38+44.22 RT.

VPI = 39+00.00 RT.

(+) 0.84%

VPI = 37+74.22 RT.

Elev. = 83.13

(+) 0.33% (+) 5.5

4% (+) 1.20%

(+) 0.40%

E X

T . 3

D R

E M

E N

E A S

E M

E N

E X

T . 3

D R

A G E

NEW TRANS. EASEMENT

EXISTING 25' EASEMENT=

= NEW TRANS. EASEMENT

EXISTING 25' EASEMENT

NEW TRANS. R/W

23.61' LT

STA. 34+64.09

TRANS. R/W

BEGIN NEW

25' EASEMENT.

END EXISTING

26.42' RT

STA. 37+02.75

25' R/W

BEGIN PROPOSED

25' EASEMENT.

END EXISTING

NEW TRANS. R/W

22.99

+53.18

24.00

+11.17 28.32

+65.06

NEW TRANS. R/W NEW TRANS. R/W

NEW

TRANS.

R/ W (47

5' R

NEW T

RANS.

R/W ( ' R/

21.90

+68.66

DURING CONSTRUCTION.

PROPOSED DRIVEWAY LOCATION

CONTRACTOR SHALL CONFIRM

DURING CONSTRUCTION.

PROPOSED DRIVEWAY LOCATION

CONTRACTOR SHALL CONFIRM

YELLOW CENTERLINE

PLACE 4" DOUBLE

INV. OUT = 83.13

INV. IN = 83.36

PLACE 70 LF 15" RCP

INV. OUT = 80.13

INV. IN = 81.00

PLACE 20 LF 24" RCP

INV. OUT = 79.90

INV. IN = 80.13

PLACE 28 LF 24" RCP

INV. OUT = 80.86

INV. IN = 80.96

PLACE 20 LF 15" RCP

INV. OUT = 80.00

INV. IN = 80.86

PLACE 60 LF 15" RCP

FABRIC

OF GEOTEXTILE FILTER

CLASS B AND 18 SY

PLACE 14 TONS RIPRAP

FABRIC

OF GEOTEXTILE FILTER

CLASS B AND 18 SY

PLACE 14 TONS RIPRAP

INV. OUT = 79.10

INV. IN = 79.30

WITH 60 LF 29"x45" CLASS III RCP

REPLACE EXIST. PIPE

WITH DRIVEWAY LOCATION

ADJUST PIPE LOCATION

INV. OUT = 83.30

INV. IN = 83.49

PLACE 28 LF 15" RCP

WITH DRIVEWAY LOCATION

ADJUST PIPE LOCATION

INV. OUT = 84.53

INV. IN = 84.65

PLACE 28 LF 15" RCP

INFORMATION

SEE SHEET D7 FOR MORE

FILTER (WEIGHTED)

INSTALL 15 LF TYPE F

TOP ELEV. = 83.74

STA. 34+96.93

CONSTRUCT TYPE 9 CB

INFORMATION

SEE SHEET D7 FOR MORE

FILTER (WEIGHTED)

INSTALL 15 LF TYPE F

TOP ELEV. = 83.74

STA. 34+96.93

CONSTRUCT TYPE 9 CB

SHOULDERS.

AND BACKSLOPES. APPLY HECP TYPE 1 TO

APPLY TRM TYPE 1 TO DITCH FORESLOPES

NOTE:

C/L

18'F

17'F 18'F

24'F

21'C

20'F

21'C

22'C

20'C

22'C

21'C

23'C

21'C

23'C

20'C

22'C

21'C 20'C

21'C

20'C

21'C

19'C

20'C

21'C

18'C

19'C

18'C

19'C

18'C

19' C

SEDIMENT TUBE (TYP.)

PLACE 10 LF

SILT FENCE

PLACE 165 LF

SILT FENCE

PLACE 105 LF

asmyre Text Box 6/18/2026

E E

M A

T C

H L

A . 4

1+ .0

` OLD SPELL ROAD

E E

M A T

C H

A . 4

C/L

BEYOND C/L

RELOCATE FENCE

S C

G R

OLD_SPELL_RD7

OLD_SPELL_RD6

P T

7 43

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REV. NO. DATE DESCRIPTION OF REVISIONBY

R/W

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DATE

DGN.

S.C.

C H

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M O

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A G

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U E

12042.14

SCALE 1"= 30' HOR. 1" = 5' VER.

AMS

P R

O P

O S

E D

E X

DORCHESTER COUNTY

SALES TAX AUTHORITY

OLD SPELL ROAD

PLAN AND PROFILE

DORCHESTER OLD SPELL ROAD

No. 35794

ORAC H

T U

O S

R E

LANOISSEFORP DES

YMS WER

D N

JMS

COUNTY D&F PROJECT NO.

SHEETS

TOTAL

NO.

SHEET

S O

TH CARO

C E

R T

ATE OF AUTHO

A T

FLOYD, INC.

DAVIS &

No. C00538

0 30 12060 90

ROAD NAMESTATE

E A S E

M E

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T . 3

' D

R A

A G E

E A S E

M E

N T

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T . 3

' D

R A

A G E

NEW 25' R/W

NEW TRANS. R/W

24.90

+09.69 25.00

+20.67

25.00

+60.60

26.25

+05.49

NEW TRANS. R/W

NEW TRANS. R/W (625' R)

NEW TRANS. R/W (575' R)23.67

+08.28

25.00

+60.60

NEW TRANS. R/W

NEW 25' R/W

NEW 25' R/WNEW 25' R/W

25.09

+10.60 25.00

+20.67

NEW TRANS. R/W

(475' R)

NEW TRANS. R/W

R/W (525' R)

NEW TRANS.

42+00 43+00 44+00 45+00 46+00 47+00 48+0042+00 43+00 44+00 45+00 46+00 47+00 48+0042+00 43+00 44+00 45+00 46+00 47+00 48+0042+00 43+00 44+00 45+00 46+00 47+00 48+0042+00 43+00 44+00 45+00 46+00 47+00 48+00

VPI = 43+39.13

Elev. 87.57

(+) 0.40% (+) 1.22%

50' V.C.

P C

E le v

P T

E le v

42+00 43+00 44+00 45+00 46+00 47+00 48+00

EXISTING

PROPOSED

(+) 1.22%

ELEVATIONS

SPECIAL DITCH LEFT

DURING CONSTRUCTION.

PROPOSED DRIVEWAY LOCATION

CONTRACTOR SHALL CONFIRM

DURING CONSTRUCTION.

PROPOSED DRIVEWAY LOCATION

CONTRACTOR SHALL CONFIRM

15' R

LOCATION DURING CONSTRUCTION.

CONTRACTOR SHALL CONFIRM DRIVEWAY

EXISTING DRIVEWAY NOT SURVEYED.

APPROX. LOCATION FOR 25' WIDE DRIVEWAY.

YELLOW CENTERLINE

PLACE 4" DOUBLE

19'C

20'C

19'C

18'C

19'C

18'C

19'C

18'C

20'C

18'C

19'C

21'C

20'C

22'C

21'C

20'C

(TYP)

SEDIMENT TUBE

PLACE 10 LF

ROW SILT FENCE

PLACE 250 LF DOUBLE

OUTFALL DITCH

RE-GRADE 80 LF EXISTING

FABRIC

OF GEOTEXTILE FILTER

CLASS B AND 9 SY

PLACE 7 TONS RIPRAP

FABRIC

OF GEOTEXTILE FILTER

CLASS B AND 9 SY

PLACE 7 TONS RIPRAP

INV. OUT = 82.61

INV. IN = 82.81

WITH 48 LF (2) 24" CLASS IV RCP

REPLACE EXIST. PIPE

WITH DRIVEWAY LOCATION

ADJUST PIPE LOCATION

INV. OUT = 85.64

INV. IN = 85.86

PLACE 52 LF 15" RCP

WITH DRIVEWAY LOCATION

ADJUST PIPE LOCATION

INV. OUT = 85.70

INV. IN = 85.81

PLACE 28 LF 15" RCP

WITH DRIVEWAY LOCATION

ADJUST PIPE LOCATION

INV. OUT = 85.91

INV. IN = 86.07

PLACE 28 LF 15" RCP

SHOULDERS.

AND BACKSLOPES. APPLY HECP TYPE 1 TO

APPLY TRM TYPE 1 TO DITCH FORESLOPES

NOTE:

asmyre Text Box 6/18/2026

E E

M A

T C

H L

A . 4

E E

M A

T C

H L

A . 5

` OLD SPELL ROAD

C/L

S P

O T

SC GRID

OLD_SPELL_RD7

P T

51 52

UPUP

REV. NO. DATE DESCRIPTION OF REVISIONBY

R/W

CHK.

DATE

DGN.

S.C.

C H

A R

L E

S T

O N

S C

M O

N T

A G

E N

U E

12042.14

SCALE 1"= 30' HOR. 1" = 5' VER.

AMS

P R

O P

O S

E D

E X

DORCHESTER COUNTY

SALES TAX AUTHORITY

OLD SPELL ROAD

PLAN AND PROFILE

DORCHESTER OLD SPELL ROAD

No. 35794

ORAC H

T U

O S

R E

LANOISSEFORP DES

YMS WER

D N

JMS

COUNTY D&F PROJECT NO.

SHEETS

TOTAL

NO.

SHEET

S O

TH CARO

C E

R T

ATE OF AUTHO

A T

FLOYD, INC.

DAVIS &

No. C00538

0 30 12060 90

ROAD NAMESTATE

G R

R E

E M

E N

G R

R E

E M

E N

7 8

NEW TRANS. R/W (625' R

26.25

+45.43

25.00

+90.33

NEW TRANS. R/W

NEW 25' R/W NEW 25' R/W

NEW 25' R/WNEW 25' R/W

23.67

+42.65

25.00

+90.33

NEW TRANS. R/W

NEW TRANS R/W (575' R)

49+00 50+00 51+00 52+00 53+00 54+0049+00 50+00 51+00 52+00 53+00 54+0049+00 50+00 51+00 52+00 53+00 54+0049+00 50+00 51+00 52+00 53+00 54+0049+00 50+00 51+00 52+00 53+00 54+00

VPI = 50+05.19

Elev. 95.70

(+) 1.22% (-) 0.10%

100' V.C.

VPI = 52+35.81

Elev. 95.47

(-) 0.10% (+) 0.15%

50' V.C.

P C

E le v

P T

E le v

P C

E le v

P T

E le v

49+00 50+00 51+00 52+00 53+00 54+00

1ELEVATIONS

SPECIAL DITCH LEFT

ELEVATIONS

SPECIAL DITCH RIGHT

(-) 0.10%

Elev. = 92.69

VPI = 49+00.00 LT.

SPECIAL DITCH LEFT

Elev. = 93.00

VPI = 50+00.00 RT

SPECIAL DITCH RIGHT

(-) 0.63%

(-) 0.10% (-) 0.72%

(-) 0.63%

VPI = 51+50.00 LT.

Elev. = 92.44

VPI = 51+80.30 RT.

Elev. = 91.86

EXISTING

PROPOSED

(-) 0.30% (+) 0.39%

(+) 4 .14% (+) 0.62%

(+) 0.87%

VPI = 52+50.00 LT.

Elev. = 92.40

VPI = 52+36.00 LT.

Elev. = 91.82

VPI = 52+72.48 RT.

Elev. = 91.85

VPI = 52+35.00 RT.

Elev. = 91.70

(+) 0.87%

(+) 0.62%

25'R

+3 .8

25'R

+6 .8

20'

YELLOW CENTERLINE

PLACE 4" DOUBLE

FABRIC

OF GEOTEXTILE FILTER

CLASS B AND 9 SY

PLACE 7 TONS RIPRAP

FABRIC

OF GEOTEXTILE FILTER

CLASS B AND 9 SY

PLACE 7 TONS RIPRAP

INV. OUT = 91.71

INV. IN = 91.82

WITH 40 LF 24"x38" CLASS III RCP

REPLACE EXIST. PIPE

SHOULDERS.

AND BACKSLOPES. APPLY HECP TYPE 1 TO

APPLY TRM TYPE 1 TO DITCH FORESLOPES

NOTE:

21'C

20'C

22'C

20'C

23'C

19'C

25'C

24'C

25'C

24'C

25'C

23'C

24'C

22'C

23'C

22'C

23'C

22'C

23'C

22'C

SEDIMENT TUBE (TYP)

PLACE 10 LF

ROW SILT FENCE

PLACE 195 LF DOUBLE

asmyre Text Box 6/18/2026

E E

M A T

C H

A . 5

` OLD SPELL ROAD

C/L

SC GRID

OLD_SPELL_RD8

P C

.18

P T

REV. NO. DATE DESCRIPTION OF REVISIONBY

R/W

CHK.

DATE

DGN.

S.C.

C H

A R

L E

S T

O N

S C

M O

N T

A G

E N

U E

12042.14

SCALE 1"= 30' HOR. 1" = 5' VER.

AMS

P R

O P

O S

E D

E X

DORCHESTER COUNTY

SALES TAX AUTHORITY

OLD SPELL ROAD

PLAN AND PROFILE

DORCHESTER OLD SPELL ROAD

No. 35794

ORAC H

T U

O S

R E

LANOISSEFORP DES

YMS WER

D N

JMS

COUNTY D&F PROJECT NO.

SHEETS

TOTAL

NO.

SHEET

S O

TH CARO

C E

R T

ATE OF AUTHO

A T

FLOYD, INC.

DAVIS &

No. C00538

0 30 12060 90

ROAD NAMESTATE

NEW

' R /W

25.00

+49.78

NEW

TRANS

. R/ W (62

5' R

NEW TRANS. R/W (625' R)

25.00

+41.77

NEW 25' R/W

25.00

+41.77

NEW TRANS. R/W (575' R)

25.00

+49.78

NEW

TRANS

. R/ W (57

5' R

NEW

' R /W

55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+0055+00 56+00 57+00 58+00 59+00 60+00 61+00 62+0055+00 56+00 57+00 58+00 59+00 60+00 61+00 62+0055+00 56+00 57+00 58+00 59+00 60+00 61+00 62+0055+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00

VPI = 55+57.27

Elev. 95.94

(+) 0.15% (-) 1.09%

100' V.C.

P C

E le v

P T

E le v

55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00

LEFT ELEVATIONS

SPECIAL DITCH

RIGHT ELEVATIONS

SPECIAL DITCH

Elev. = 94.26

VPI = 55+50.00 LT. & RT.

SPECIAL DITCH LEFT

VPI = 56+50.00 LT.

Elev. = 93.39

(-) 1.87%

VPI = 57+50.00 RT.

Elev. = 92.12

SPECIAL DITCH RIGHT

(-) 1.87%

(-) 3.13%

Elev. = 90.59

VPI = 58+00.00 LT.

(-) 3.13%

(-) 2.87%

Elev. = 88.13

(+) 0.16%

Elev. = 88.29

(+) 1.57% (+) 0.10%

VPI = 58+85.75 LT.

VPI = 58+81.55 RT.

VPI = 59+00.00 RT.

Elev. = 88.00

EXISTING

PROPOSED

(+) 0.16%

(+) 0.10% (-) 0.74%

Elev. = 88.34

DIRT ROAD

TIE TO EXISTING

STA. 62+00.00

END CONSTRUCTION

(-) 1.09%

(+) 0.62%

(+) 0.87%

VPI = 61+00.00 LT. STA. 61+00.00

END SPECIAL DITCH RT

TIE TO EXIST. DITCH

STA. 62+00.00

END SPECIAL DITCH LT

STA. 61+00.00 LT. AND RT.

BEGIN 100' TAPER

.2 ' 8 .3

TIE TO EXISTING ROAD

STA. 62+00.00

END CONSTRUCTION

8 10

YELLOW CENTERLINE

PLACE 4" DOUBLE

21' C

19'C

21'C

16'F 17'F

20'C

22'C

24'C

25'C

24'C

23'C

22'C

21'C

19'C

18'C

17'C

14'F

SEDIMENT TUBE (TYP)

PLACE 10 LF

(TYP)

SEDIMENT TUBE

PLACE 10 LF

PROPOSED DITCH

DITCH AND TIE TO

RETAIN EXIST.

PROPOSED DITCH

DITCHES AND TIE TO

RETAIN EXIST.

SILT FENCE

PLACE 280 LF

ROW OF SILT FENCE

PLACE 140 LF SECOND

ROW SILT FENCE

PLACE 150 LF DOUBLE

SILT FENCE

PLACE 100 LF

FABRIC

OF GEOTEXTILE FILTER

CLASS B AND 9 SY

PLACE 7 TONS RIPRAP

FABRIC

OF GEOTEXTILE FILTER

CLASS B AND 9 SY

PLACE 7 TONS RIPRAP

INV. OUT = 91.20

INV. IN = 91.92

PLACE 40 LF 15" RCP

DRIVEWAY PIPE

REMOVE EXISTING

INV. OUT = 88.00

INV. IN = 88.13

WITH 44 LF 24"x38" CLASS III RCP

REPLACE EXIST. PIPE

DITCH

TIE TO EXISTING

SHOULDERS.

AND BACKSLOPES. APPLY HECP TYPE 1 TO

APPLY TRM TYPE 1 TO DITCH FORESLOPES

NOTE:

asmyre Text Box 6/18/2026

P L O T T E

M F

M E

G J ob s E ve n \1 -1 \O ld

S p el l R oa d \P r od u c ti on \T r a n s p or ta ti on \X

S C \1 -O ld

S p el l-

X P L .d g n

OUTH

CAROLIN

C E

R T I F I

C A

TE OF AUTHO

R I

Z A

T I O

FLOYD, INC.

DAVIS &

No. C00538

STATE

S.C. DORCHESTER

COUNTY D&F PROJECT NO. ROAD NAME

NO.

SHEET

SHEETS

TOTAL

102030405060 706050403020100

12042.14 OLD SPELL RD

No. 35794

ORAC H

T U

O S

R E

LANOISSEFORP DES

YMS WER

D N

2.08% 2.08%10:112:1 12:110:1

E X

T . R

E X

T . R

2.08% 2.08%12:1 10:1 10:1 12:1

2:1

E X

T . R

E X

T . R

2.08% 2.08%

30.3:1 12:1 10:1 10:1 12:1

E X

T . R

E X

T . R

80 80

85 85

75 75

34+00.00

80 80

85 85

75 75

34+25.00

85 85

90 90

80 80

34+50.00

STA. 33+95.58

BEGIN CONSTRUCTION

asmyre Text Box 5/26/2026

O T T E

M F

M E

G J ob s E ve n \1 -1 \O ld

S p el l R oa d \P r od u c ti on \T r a n s p or ta ti on \X

S C \1 -O ld

S p el l-

X P L .d g n

C E

R T I F I

C A

TE OF AUTHO

R I

Z A

T I O

FLOYD, INC.

COUNTY D&F PROJECT NO. ROAD NAME

NO.

SHEET

SHEETS

TOTAL

102030405060 706050403020100

12042.14 OLD SPELL RD

No. 35794

ORAC H

T U

O S

R E

LANOISSEFORP DES

YMS WER

D N

2.08% 2.08% 12:1 10:1 10:1 12:1

E X

T . R

E X

T . R

2.08%12:1

2:1 2:1 8

2.08%

2:1 2:18 1.

12:1

2.08%12:1

2:1 2:1

2.08% 12:1 2:1 2:18

85 85

90 90

80 80

35+00.00

85 85

90 90

80 80

35+50.00

85 85

90 90

80 80

36+00.00 asmyre Text Box 5/26/2026

O T T E

M F

M E

G J ob s E ve n \1 -1 \O ld

S p el l R oa d \P r od u c ti on \T r a n s p or ta ti on \X

S C \1 -O ld

S p el l-

X P L .d g n

C E

R T I F I

C A

TE OF AUTHO

R I

Z A

T I O

FLOYD, INC.

COUNTY D&F PROJECT NO. ROAD NAME

NO.

SHEET

SHEETS

TOTAL

102030405060 706050403020100

12042.14 OLD SPELL RD

No. 35794

ORAC H

T U

O S

R E

LANOISSEFORP DES

YMS WER

D N

2.08%12:1

2:1 2:1 8

2.08% 12:1 2:1

2:18 .0

2.08%12:1

2:1 2:1 8

2.08% 12:1 2:1

2:18 .5

2.08%12:1

2:1 2:1

2.08% 12:1 2:1

2:18 .9

85 85

90 90

80 80

36+50.00

85 85

90 90

80 80

37+00.00

85 85

90 90

80 80

37+50.00 asmyre Text Box 5/26/2026

O T T E

M F

M E

G J ob s E ve n \1 -1 \O ld

S p el l R oa d \P r od u c ti on \T r a n s p or ta ti on \X

S C \1 -O ld

S p el l-

X P L .d g n

C E

R T I F I

C A

TE OF AUTHO

R I

Z A

T I O

FLOYD, INC.

COUNTY D&F PROJECT NO. ROAD NAME

NO.

SHEET

SHEETS

TOTAL

102030405060 706050403020100

12042.14 OLD SPELL RD

No. 35794

ORAC H

T U

O S

R E

LANOISSEFORP DES

YMS WER

D N

2.08%12:1

2:1 2:1 8

2.08% 12:1 30:1

2:1 8 .7

2:1 2:18

2.08%12:1

2:1 2:1 8

2.08% 12:1 2:1

2:18 .6

2.08%12:1

2:1 2:1

2.08% 12:1 2:1

2:18 .2

85 85

90 90

80 80

38+00.00

85 85

90 90

80 80

38+50.00

85 85

90 90

80 80

39+00.00 asmyre Text Box 5/26/2026

O T T E

M F

M E

G J ob s E ve n \1 -1 \O ld

S p el l R oa d \P r od u c ti on \T r a n s p or ta ti on \X

S C \1 -O ld

S p el l-

X P L .d g n

C E

R T I F I

C A

TE OF AUTHO

R I

Z A

T I O

FLOYD, INC.

COUNTY D&F PROJECT NO. ROAD NAME

NO.

SHEET

SHEETS

TOTAL

102030405060 706050403020100

12042.14 OLD SPELL RD

No. 35794

ORAC H

T U

O S

R E

LANOISSEFORP DES

YMS WER

D N

2.08%12:1

2:1 2:1

2.08% 12:1 2:1

2:1

2.08%12:1

2:1 2:1 8

2.08% 12:1 2:1 2:1

2.08%12:1

2:1 2:1

2.08% 12:1 2:1 2:1

85 85

90 90

80 80 39+50.00

85 85

90 90

95 95

80 80 40+00.00

85 85

90 90

80 80 40+50.00 asmyre Text Box 5/26/2026

O T T E

M F

M E

G J ob s E ve n \1 -1 \O ld

S p el l R oa d \P r od u c ti on \T r a n s p or ta ti on \X

S C \1 -O ld

S p el l-

X P L .d g n

C E

R T I F I

C A

TE OF AUTHO

R I

Z A

T I O

FLOYD, INC.

COUNTY D&F PROJECT NO. ROAD NAME

NO.

SHEET

SHEETS

TOTAL

102030405060 706050403020100

12042.14 OLD SPELL RD

No. 35794

ORAC H

T U

O S

R E

LANOISSEFORP DES

YMS WER

D N

2.08%12:1

2:1 2:1

2.08% 12:1 2:1 2:1

D R

E M

2.08%12:1

2:1 2:1

2.08% 12:12:1

2:1 2:1

2.08%12:1

2:1 2:1

2.08% 12:1 2:1 2:1

85 85

90 90

80 80 41+00.00

85 85

90 90

95 95

80 80

41+50.00

90 90

85 85

42+00.00 asmyre Text Box 5/26/2026

O T T E

M F

M E

G J ob s E ve n \1 -1 \O ld

S p el l R oa d \P r od u c ti on \T r a n s p or ta ti on \X

S C \1 -O ld

S p el l-

X P L .d g n

C E

R T I F I

C A

TE OF AUTHO

R I

Z A

T I O

FLOYD, INC.

COUNTY D&F PROJECT NO. ROAD NAME

NO.

SHEET

SHEETS

TOTAL

102030405060 706050403020100

12042.14 OLD SPELL RD

No. 35794

ORAC H

T U

O S

R E

LANOISSEFORP DES

YMS WER

D N

2.08%12:1

2:1 2:1

2.08% 12:1 2:1 2:1

2.08%12:1

2:1 2:1

2.08% 12:1 2:1

2:1

2.08%12:1

2:1 2:1

2.08% 12:1 2:1 2:1

.1 8N

90 90

85 85

42+50.00

90 90

95 95

85 85

43+00.00

90 90

95 95

85 85

43+50.00 asmyre Text Box 5/26/2026

O T T E

M F

M E

G J ob s E ve n \1 -1 \O ld

S p el l R oa d \P r od u c ti on \T r a n s p or ta ti on \X

S C \1 -O ld

S p el l-

X P L .d g n

C E

R T I F I

C A

TE OF AUTHO

R I

Z A

T I O

FLOYD, INC.

COUNTY D&F PROJECT NO. ROAD NAME

NO.

SHEET

SHEETS

TOTAL

102030405060 706050403020100

12042.14 OLD SPELL RD

No. 35794

ORAC H

T U

O S

R E

LANOISSEFORP DES

YMS WER

D N

2.08%12:1

2:1 2:1

2.08% 12:1 2:1 2:1

2.08%12:1

2:1 2:1

2.08% 12:1 2:1 2:1

2.08%12:1

2:1 2:1

2.08% 12:1 2:1 2:1

90 90

95 95

85 85

44+00.00

90 90

95 95

85 85

44+50.00

90 90

95 95

85 85

45+00.00 asmyre Text Box 5/26/2026

O T T E

M F

M E

G J ob s E ve n \1 -1 \O ld

S p el l R oa d \P r od u c ti on \T r a n s p or ta ti on \X

S C \1 -O ld

S p el l-

X P L .d g n

C E

R T I F I

C A

TE OF AUTHO

R I

Z A

T I O

FLOYD, INC.

COUNTY D&F PROJECT NO. ROAD NAME

NO.

SHEET

SHEETS

TOTAL

102030405060 706050403020100

12042.14 OLD SPELL RD

No. 35794

ORAC H

T U

O S

R E

LANOISSEFORP DES

YMS WER

D N

2.08%12:1

2:1 2:1

2.08% 12:1 2:1 2:1

2.08%12:1

2:1 2:1 8

2.08% 12:1 2:1 2:1

2.08%12:1

2:1 2:1

2.08% 12:1 2:1 2:1

90 90

95 95

85 85

45+50.00

90 90

95 95

85 85

46+00.00

90 90

95 95

85 85

46+50.00 asmyre Text Box 5/26/2026

O T T E

M F

M E

G J ob s E ve n \1 -1 \O ld

S p el l R oa d \P r od u c ti on \T r a n s p or ta ti on \X

S C \1 -O ld

S p el l-

X P L .d g n

C E

R T I F I

C A

TE OF AUTHO

R I

Z A

T I O

FLOYD, INC.

COUNTY D&F PROJECT NO. ROAD NAME

NO.

SHEET

SHEETS

TOTAL

102030405060 706050403020100

12042.14 OLD SPELL RD

X10

No. 35794

ORAC H

T U

O S

R E

LANOISSEFORP DES

YMS WER

D N

2.08%12:1

2:1 2:1 9

2.08% 12:1 2:1

2:1

2.08%12:1

2:1

2:1 9 1.

2.08% 12:1 2:1

2:19 1.

2.08%12:1

2:1 2:1

2.08% 12:1 2:1

2:1

90 90

95 95

100 100

85 85 47+00.00

95 95

100 100

90 90

47+50.00

95 95

100 100

90 90

48+00.00 asmyre Text Box 5/26/2026

O T T E

M F

M E

G J ob s E ve n \1 -1 \O ld

S p el l R oa d \P r od u c ti on \T r a n s p or ta ti on \X

S C \1 -O ld

S p el l-

X P L .d g n

C E

R T I F I

C A

TE OF AUTHO

R I

Z A

T I O

FLOYD, INC.

COUNTY D&F PROJECT NO. ROAD NAME

NO.

SHEET

SHEETS

TOTAL

102030405060 706050403020100

12042.14 OLD SPELL RD

X11

No. 35794

ORAC H

T U

O S

R E

LANOISSEFORP DES

YMS WER

D N

2.08%12:1

2:1 2:1 9

2.08% 12:1 2:1

2:1

2.08%12:1

2:1

2:1 9 .6

2.08% 12:1 2:1

2:1

2.08%12:1

2:1 2:1 9

2.08% 12:1 2:1 2:1

95 95

100 100

90 90

48+50.00

95 95

100 100

90 90

49+00.00

95 95

100 100

90 90

49+50.00 asmyre Text Box 5/26/2026

O T T E

M F

M E

G J ob s E ve n \1 -1 \O ld

S p el l R oa d \P r od u c ti on \T r a n s p or ta ti on \X

S C \1 -O ld

S p el l-

X P L .d g n

C E

R T I F I

C A

TE OF AUTHO

R I

Z A

T I O

FLOYD, INC.

COUNTY D&F PROJECT NO. ROAD NAME

NO.

SHEET

SHEETS

TOTAL

102030405060 706050403020100

12042.14 OLD SPELL RD

X12

No. 35794

ORAC H

T U

O S

R E

LANOISSEFORP DES

YMS WER

D N

2.08% 2.08% 12:1

2:1 2:1

SPOTTED HORSE TRAIL

INTERSECTIONN

2.08%12:1

2:1 2:1 9

4 2.08% 12:1

2:1 2:19 .6

.1 .6

2.08%12:1

2:1 2:1 9

9 2.08% 12:1

2:1 2:19 .3

95 95

100 100

90 90

50+00.00

95 95

100 100

90 90

50+50.00

95 95

100 100

90 90

51+00.00 asmyre Text Box 5/26/2026

O T T E

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