Fowler School Road Stamped Final Plans.pdf

Davis & Floyd, Inc.

DIV. NO.

FED. RD.

NAME

ROUTE

1HORRYS.C.-

-N-

LAYOUT

YES / NO

RAILROAD INVOLVEMENT?

NPDES PERMIT INFORMATION

Approximate Location of Roadway is provided by:

Hydraulic and NPDES Design

Begin

End

Latitude

Longitude

Latitude

Longitude

CONSULTING ENGINEERING FIRM

3 DAYS BEFORE DIGGING IN

SOUTH CAROLINA

CALL 811

ALL UTILITIES MAY NOT BE A MEMBER OF SC811.

WWW.SC811.COM

SOUTH CAROLINA 811 (SC811)

COUNTY ROAD

PLAN AND PROFILE OF PROPOSED

FOR CONSTRUCTION :

DATE

ENGINEER OF RECORD

SCALE = N.T.S.

NO. C00538

ENGINEERING

FLOYD INC.

DAVIS &

STATE COUNTY

NO.

SHEET

SHEETS

TOTAL

HORRY COUNTY

No. 30344

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END

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IN

PROJECT LIMITS FOR FOWLER SCHOOL ROAD

FOWLER SCHOOL ROAD

CONSTRUCTION PLANS

Disturbed Area = Acre(s)

Permitted Area = Acre(s)

FOWLER SCHOOL ROAD

34° 06' 21.95" N

78° 03' 18.66" W

78° 53' 29.99" W

34° 06' 01.74" N

STA. 12+04.00 TO STA. 33+83.40

(843) 554-8602

CHARLESTON, SC 29405

1940 ALGONQUIN RD SUITE 301

1.5

3.5 lkeziah Typewritten Text 8/28/2023

DWG. NO. 3

EXISTING DIRT ROAD3

VAR.

DIRT ROAD

EXISTING

EXISTING GROUND

1'

6" GABC COMPACTED TO 100%

BASE COURSE (GABC)

BACKFILL WITH GRADED AGGREGATE

REMOVE 1' OF EXISTING SHOULDER

AS DIRECTED BY ENGINEER

DRIVEWAY TYPICAL

PRESENT R/WPRESENT R/W

15'

10'

EOP

R

R

EOP

15" RCP

PLACE 24 LF (TYP)

DS

200 PSY ASPHALT SURFACE TYPE C (TO BE PROVIDED BY OTHERS)

(IF REQUIRED)

GABC MUCKING DETAIL

DETAIL 'A'

DIRECTED BY ENGINEER

4. STRUCTURAL FILL TO BE USED FOR LEVELING WHERE

DRIVEWAY EXISTS MATCH EXISTING WIDTH.

3. DRIVEWAY WIDTH SHOWN IS TYPICAL. IF A PERMANENT

2. SEE PLANS FOR LOCATION OF PRESENT RIGHT-OF-WAY.

1. PGL - PROPOSED GRADE LINE.

NOTES:

FOWLER SCHOOL ROAD

TO BE HYDRO-SEEDED

SHOULDERS AND DITCHES

SEE DETAIL 'A'

PGL

EXISTING GROUND

EXISTING GROUND

50:1

(SHOWN 18' - VARIES)

EXISTING DIRT ROAD

FOR MORE INFORMATION

SEE CROSS SECTIONS

FOR DRAINAGE PURPOSES

*SLOPES MAY VARY

25'25'

0.5'

3' 11'

0.5'

3'11'

50:1 12:1 2:1*

STA STA

PRESENT R/W VARIES

12:1

2:1

2:1 *2:1*

STA. 12+04.00 TO STA. 33+83.40

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FLOYD, INC.

DAVIS &

No. C00538 DESCRIPTION OF REVISIONREV. NO. BY DATE

TYPICAL SECTION

NOT TO SCALE

DESIGNED BY

DRAWN BY

CHECKED BY

TO STA.FROM STA.MPH

RTE. DESIGN SPEED

HORRY COUNTY

(843) 554-8602

CHARLESTON, SC 29418

3229 W. MONTAGUE AVENUE

P.L.D.

P.L.D.

L.E.K.

No. 30344

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LANE

CARRIES

FOWLER SCHOOL RD.

S.C.3

DIV.NO.

FED. ROAD

STATE COUNTY ROUTE NAME

NO.

SHEET

HORRY FOWLER SCHOOL RD.

CONSTRUCTION PLANS

lkeziah

GENERAL NOTES

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

CONDITIONS IF NECESSARY.

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

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

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

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

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

STRUCTURES ACCORDINGLY.

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

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

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

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

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

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

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

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

GENERAL CONSTRUCTION NOTES:

N.T.S.

11. REMOVE EXTISTING SPEED LIMIT SIGNS WITHIN PROJECT AREA.

10. APPLY HYDRAULIC EROSION CONTROL (HECP) TYPE III TO ALL DISTURBED AREAS

9. SEE SCDOT STANDARD DRAWING 815-205-00 FOR SEDIMENT TUBE INSTALLATION.

8. SEE BID TABULATIONS FOR FINAL QUANTITIES.

7. ALL DRIVEWAYS ARE SUBJECT TO ADJUSTMENT BY THE ENGINEER.

SOCIETY'S VIRTUAL REFERENCE NETWORK.

6. ELEVATIONS ARE BASED ON THE NAVD 1988 USING SOUTH CAROLINA GEODETIC

BID ITEM.

GRADE. COST FOR THIS ITEM SHALL BE INCLUDED IN THE NEAREST RELATED

5. MANHOLE COVERS AND VALVE BOXES SHALL BE ADJUSTED TO THE FINISHED

CONTRACTOR.

CONSTRUCTION. ALL FURTHER STAKE-OUT SHALL BE THE RESPONSIBILITY OF THE

100 FT INTERVALS ON TANGENTS AND 50 FT INTERVALS IN CURVES PRIOR TO

4. THE RIGHT-OF-WAY WITH HUB ELEVATIONS AND STATIONS SHALL BE STAKED AT

BY THE CONTRACTOR.

TO THE PROPERTY OWNER. FENCES, MAIL BOXES, AND SIGNS SHALL BE RELOCATED

WHICH NEED TO BE MOVED SHALL BE CAREFULLY REMOVED AND TURNED OVER

3. SHRUBS, SMALL TREES, AND OTHER ITEMS WITHIN THE RIGHT-OF-WAY

BE PROVIDED AT THE END OF EACH WORK DAY.

MAXIMUM EXTENT POSSIBLE DURING WORKING HOURS. FULL ACCESS SHALL

2. ACCESS TO RESIDENCES AND BUSINESSES SHALL BE MAINTAINED TO THE

LOCATED PRIOR TO CONSTRUCTION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING THE UTILITIES

1. THE UNDERGROUND UTILITIES ARE IN THEIR APPROXIMATE LOCATIONS.

GENERAL NOTES

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

CONDITIONS IF NECESSARY.

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

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

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

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

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

STRUCTURES ACCORDINGLY.

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

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

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

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

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

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

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

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

GENERAL CONSTRUCTION NOTES:

N.T.S.

11. REMOVE EXTISTING SPEED LIMIT SIGNS WITHIN PROJECT AREA.

10. APPLY HYDRAULIC EROSION CONTROL (HECP) TYPE III TO ALL DISTURBED AREAS

9. SEE SCDOT STANDARD DRAWING 815-205-00 FOR SEDIMENT TUBE INSTALLATION.

8. SEE BID TABULATIONS FOR FINAL QUANTITIES.

7. ALL DRIVEWAYS ARE SUBJECT TO ADJUSTMENT BY THE ENGINEER.

SOCIETY'S VIRTUAL REFERENCE NETWORK.

6. ELEVATIONS ARE BASED ON THE NAVD 1988 USING SOUTH CAROLINA GEODETIC

BID ITEM.

GRADE. COST FOR THIS ITEM SHALL BE INCLUDED IN THE NEAREST RELATED

5. MANHOLE COVERS AND VALVE BOXES SHALL BE ADJUSTED TO THE FINISHED

CONTRACTOR.

CONSTRUCTION. ALL FURTHER STAKE-OUT SHALL BE THE RESPONSIBILITY OF THE

100 FT INTERVALS ON TANGENTS AND 50 FT INTERVALS IN CURVES PRIOR TO

4. THE RIGHT-OF-WAY WITH HUB ELEVATIONS AND STATIONS SHALL BE STAKED AT

BY THE CONTRACTOR.

TO THE PROPERTY OWNER. FENCES, MAIL BOXES, AND SIGNS SHALL BE RELOCATED

WHICH NEED TO BE MOVED SHALL BE CAREFULLY REMOVED AND TURNED OVER

3. SHRUBS, SMALL TREES, AND OTHER ITEMS WITHIN THE RIGHT-OF-WAY

BE PROVIDED AT THE END OF EACH WORK DAY.

MAXIMUM EXTENT POSSIBLE DURING WORKING HOURS. FULL ACCESS SHALL

2. ACCESS TO RESIDENCES AND BUSINESSES SHALL BE MAINTAINED TO THE

LOCATED PRIOR TO CONSTRUCTION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING THE UTILITIES

1. THE UNDERGROUND UTILITIES ARE IN THEIR APPROXIMATE LOCATIONS.

FOWLER SCHOOL ROAD

GENERAL CONSTRUCTION NOTES

HORRY COUNTY

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FLOYD, INC.

DAVIS &

No. C00538 DESCRIPTION OF REVISIONREV. NO. BY DATE

DESIGNED BY

DRAWN BY

CHECKED BY SCALE 1"= 100'

P.L.D.

P.L.D.

(843) 554-8602

CHARLESTON, SC 29418

3229 W. MONTAGUE AVENUE

L.E.K.

No. 30344

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S.C.3

DIV.NO.

FED. ROAD

STATE COUNTY ROUTE NAME

NO.

SHEET

HORRY FOWLER SCHOOL RD.

FOWLER SCHOOL RD.

REFERENCE DATA SHEET

HORRY COUNTY

CONSTRUCTION PLANS

lkeziah

EXCAVATED SOIL

5) BACKFILL AND COMPACT THE

FL

OW

4"

FL

OW FL

OW

FL

OW

FLOW

NO SCALE

OF POST.

UPSLOPE ALONG THE LINE

2) EXCAVATE A 4"X4" TRENCH

THE TRENCH.

TO STEEL POST AND EXTEND IT 8" INTO

3) WIRE TIE FENCE WIRE

THE TRENCH.

TO FENCE WIRE AND EXTEND IT 8" INTO

4) WIRE TIE FILTER FABRIC

CONSTRUCTION OF SILT FENCE

STEEL POST

WIRE

FILTER FABRIC

WIRE 8" INTO THE TRENCH

EXTENSION OF FABRIC AND

PIPE END

DITCH BOTTOM

1' 1'

1'

PIPE DIA.

1'

MAINTENANCE

SILT FENCE NOTES

4) THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC.

FROM THE FENCE.

3) A TRENCH SHALL BE EXCAVATED 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS, UPSLOPE

2) POSTS SHALL BE SPACED AT 10' AND DRIVEN INTO GROUND A MINIMUM OF 12".

1) MAXIMUM HEIGHT OF SILT FENCE SHALL NOT EXCEED 36" USING STANDARD STRENGTH FILTER FABRIC.

REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.

EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY

1) SILT FENCE SHALL BE INSPECTED IMMEDIATELY AFTER

IS STILL NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.

INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE, AND THE FENCE

2) SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME

OF THE SILT FENCE.

3) SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH ONE-HALF THE HEIGHT

MINIMUM

1) DRIVE POST 12"

THE POSTS SHALL BE 6' OR AS DIRECTED BY THE ENGINEER.

NOTE: IF FENCE WIRE IS NOT USED, THE MAXIMUM SPACING OF

WOOD POST

STEEL OR

BY ENGINEER

OR AS DIRECTED

10' MAX

BY ENGINEER

OR AS DIRECTED

10' MAX

AND FILTER FABRIC

HAND PLACED RIP-RAP

2:

2:1

2:12:

NO SCALE

DETAIL - RIP RAP CHECK DAM

FILTER FABRIC

A

24" MAX AT CENTER

NO. 5 STONE

12" LAYER

9" MAX

HAND PLACED RIP-RAP

NO. 5 STONE

2" LAYER

C L

2'

FINISHED GRADE

REQUIREMENTS

AS PER OSHA

SLOPE TRENCH

FILL MATERIAL

WATER TABLE (4" MIN.)

BOTTOM IS BELOW THE GROUND

BEDDING IS REQUIRED IF TRENCH

COMPACTED TO 95% OF THE SOIL'S STANDARD PROCTOR.

AND AGGREGATE BACKFILL MATERIAL IN PAVEMENT AREAS AND

3. FILL SHALL BE SUITABLE MATERIAL IN NON-PAVEMENT AREAS

(CLASS 1 MATERIAL) AND SHAPED TO THE BOTTOM OF THE PIPE.

2. BEDDING SHALL BE COMPACTED CRUSHED STONE

1. ALL PIPE JOINTS TO BE WRAPPED WITH FILTER FABRIC.

NOTES:

REINFORCED CONCRETE PIPE BEDDING DETAIL

NTS

AND FILTER FABRIC

HAND PLACED RIP-RAP

4A

N.T.S.

EXCAVATED SOIL

5) BACKFILL AND COMPACT THE

FL

OW

4"

FL

OW FL

OW

FL

OW

FLOW

NO SCALE

OF POST.

UPSLOPE ALONG THE LINE

2) EXCAVATE A 4"X4" TRENCH

THE TRENCH.

TO STEEL POST AND EXTEND IT 8" INTO

3) WIRE TIE FENCE WIRE

THE TRENCH.

TO FENCE WIRE AND EXTEND IT 8" INTO

4) WIRE TIE FILTER FABRIC

CONSTRUCTION OF SILT FENCE

STEEL POST

WIRE

FILTER FABRIC

WIRE 8" INTO THE TRENCH

EXTENSION OF FABRIC AND

PIPE END

DITCH BOTTOM

1' 1'

1'

PIPE DIA.

1'

MAINTENANCE

SILT FENCE NOTES

4) THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC.

FROM THE FENCE.

3) A TRENCH SHALL BE EXCAVATED 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS, UPSLOPE

2) POSTS SHALL BE SPACED AT 10' AND DRIVEN INTO GROUND A MINIMUM OF 12".

1) MAXIMUM HEIGHT OF SILT FENCE SHALL NOT EXCEED 36" USING STANDARD STRENGTH FILTER FABRIC.

REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.

EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY

1) SILT FENCE SHALL BE INSPECTED IMMEDIATELY AFTER

IS STILL NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.

INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE, AND THE FENCE

2) SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME

OF THE SILT FENCE.

3) SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH ONE-HALF THE HEIGHT

MINIMUM

1) DRIVE POST 12"

THE POSTS SHALL BE 6' OR AS DIRECTED BY THE ENGINEER.

NOTE: IF FENCE WIRE IS NOT USED, THE MAXIMUM SPACING OF

WOOD POST

STEEL OR

BY ENGINEER

OR AS DIRECTED

10' MAX

BY ENGINEER

OR AS DIRECTED

10' MAX

AND FILTER FABRIC

HAND PLACED RIP-RAP

2:

2:1

2:12:

NO SCALE

DETAIL - RIP RAP CHECK DAM

FILTER FABRIC

A

24" MAX AT CENTER

NO. 5 STONE

12" LAYER

9" MAX

HAND PLACED RIP-RAP

NO. 5 STONE

2" LAYER

C L

2'

FINISHED GRADE

REQUIREMENTS

AS PER OSHA

SLOPE TRENCH

FILL MATERIAL

WATER TABLE (4" MIN.)

BOTTOM IS BELOW THE GROUND

BEDDING IS REQUIRED IF TRENCH

COMPACTED TO 95% OF THE SOIL'S STANDARD PROCTOR.

AND AGGREGATE BACKFILL MATERIAL IN PAVEMENT AREAS AND

3. FILL SHALL BE SUITABLE MATERIAL IN NON-PAVEMENT AREAS

(CLASS 1 MATERIAL) AND SHAPED TO THE BOTTOM OF THE PIPE.

2. BEDDING SHALL BE COMPACTED CRUSHED STONE

1. ALL PIPE JOINTS TO BE WRAPPED WITH FILTER FABRIC.

NOTES:

REINFORCED CONCRETE PIPE BEDDING DETAIL

NTS

AND FILTER FABRIC

HAND PLACED RIP-RAP

4A

N.T.S.

NO SCALENO SCALE

FLUME DETAIL - CROSS SECTION VIEW

GROUND LINE

(315#/SY)

FOR DITCH PAVING

SURFACE COURSE

ASPHALT CONCRETE

BOTTOM

VARIES

3'-0"3'-0"

6'-0"

3"

FOWLER SCHOOL ROAD

DETAIL SHEET

HORRY COUNTY

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FLOYD, INC.

DAVIS &

No. C00538 DESCRIPTION OF REVISIONREV. NO. BY DATE

DESIGNED BY

DRAWN BY

CHECKED BY SCALE 1"= 100'

P.L.D.

P.L.D.

(843) 554-8602

CHARLESTON, SC 29418

3229 W. MONTAGUE AVENUE

L.E.K.

No. 30344

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S.C.3

DIV.NO.

FED. ROAD

STATE COUNTY ROUTE NAME

NO.

SHEET

HORRY FOWLER SCHOOL RD.

FOWLER SCHOOL RD.

REFERENCE DATA SHEET

HORRY COUNTY

CONSTRUCTION PLANS

lkeziah

TP #2

TP #286

TP #1

TP #6

TP #1128

TP #799

TP #800

PRESENT 35' R/W

PRESENT 15' R/W

PRESENT 25' R/W

PRESENT 25' R/W

PRESENT 33' R/W 26.532

PRESENT 33' R/W 26.532

5 5

PI 51+63.90

POT 54+71.12

SCHOOL ROAD

CL FOWLER

CL HWY 930

P O

T

.0

10 15

P C

.3

P R

C

.6

P T

.6

P I

.8

P C

.9

P T

.2

P O

T

.6

Ending chain REL_FOWLER description

Point 111 N 833,523.93 E 2,639,078.38 Sta 33+90.63

Course from PT REL_FOWLER3 to 111 N 23° 35' 45.15" E Dist 540.36

Chord Bear = N 23° 47' 28.22" E Ahead = N 23° 35' 45.15" E Back = N 23° 59' 11.29" E C.C. N 841,034.41 E 2,620,534.25 P.T. Station 28+50.27 N 833,028.75 E 2,638,862.08 P.C. Station 27+13.92 N 832,903.99 E 2,638,807.08 Mid. Ord. = 0.12 Long Chord = 136.34 External = 0.12 Radius = 20,000.00 Length = 136.34 Tangent = 68.17 Degree = 0° 17' 11.32" Delta = 0° 23' 26.15" (LT) P.I. Station 27+82.10 N 832,966.28 E 2,638,834.79 Curve REL_FOWLER3

Curve Data

Course from 110 to PC REL_FOWLER3 N 23° 59' 11.29" E Dist 345.07

Point 110 N 832,588.73 E 2,638,666.80 Sta 23+68.86

Course from PT REL_FOWLER2 to 110 N 23° 47' 27.54" E Dist 344.20

Chord Bear = N 25° 21' 20.49" E Ahead = N 23° 47' 27.54" E Back = N 26° 55' 13.43" E C.C. N 832,842.57 E 2,637,237.77 P.T. Station 20+24.65 N 832,273.77 E 2,638,527.95 P.C. Station 19+47.64 N 832,204.19 E 2,638,494.97 Mid. Ord. = 0.53 Long Chord = 77.00 External = 0.53 Radius = 1,410.00 Length = 77.01 Tangent = 38.52 Degree = 4° 03' 48.71" Delta = 3° 07' 45.88" (LT) P.I. Station 19+86.16 N 832,238.53 E 2,638,512.41 Curve REL_FOWLER2 Curve Data

Chord Bear = N 25° 21' 01.88" E Ahead = N 26° 55' 13.43" E Back = N 23° 46' 50.33" E C.C. N 831,565.81 E 2,639,752.18 P.T. Station 19+47.64 N 832,204.19 E 2,638,494.97 P.C. Station 18+70.38 N 832,134.37 E 2,638,461.90 Mid. Ord. = 0.53 Long Chord = 77.26 External = 0.53 Radius = 1,410.00 Length = 77.27 Tangent = 38.64 Degree = 4° 03' 48.71" Delta = 3° 08' 23.10" (RT) P.I. Station 19+09.02 N 832,169.73 E 2,638,477.48 Curve REL_FOWLER1 Curve Data

Course from 109 to PC REL_FOWLER1 N 23° 46' 50.33" E Dist 870.38

Point 109 N 831,337.89 E 2,638,110.93 Sta 10+00.00

Beginning chain REL_FOWLER description

PROPOSED DESIGN ALIGNMENT = CL FOWLER SCHOOL ROAD

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FLOYD, INC.

DAVIS &

No. C00538 DESCRIPTION OF REVISIONREV. NO. BY DATE

DESIGNED BY

DRAWN BY

CHECKED BY SCALE 1"= 100'

P.L.D.

P.L.D.

(843) 554-8602

CHARLESTON, SC 29418

3229 W. MONTAGUE AVENUE

L.E.K.

No. 30344

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S.C.3

DIV.NO.

FED. ROAD

STATE COUNTY ROUTE NAME

NO.

SHEET

HORRY FOWLER SCHOOL RD.

FOWLER SCHOOL RD.

REFERENCE DATA SHEET

HORRY COUNTY

CONSTRUCTION PLANS

0 100 200 300 400 lkeziah

5A

TP #2

TP #286

TP #1

TP #6

TP #1128

TP #799

TP #800

PRESENT 35' R/W

PRESENT 15' R/W

PRESENT 25' R/W

PRESENT 25' R/W

PRESENT 33' R/W 26.532

PRESENT 33' R/W 26.532

SCHOOL ROAD

CL FOWLER

CL HWY 930

P O

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Course from PT EX_FOWLER_4 to PC EX_FOWLER_7 N 23° 59' 11.29" E Dist 345.07

Chord Bear = N 24° 37' 54.76" E Ahead = N 23° 59' 11.29" E Back = N 25° 16' 38.24" E C.C. N 836,653.94 E 2,629,530.39 P.T. Station 23+68.84 N 832,588.73 E 2,638,666.80 P.C. Station 21+43.55 N 832,383.94 E 2,638,572.91 Mid. Ord. = 0.63 Long Chord = 225.29 External = 0.63 Radius = 10,000.00 Length = 225.29 Tangent = 112.65 Degree = 0° 34' 22.65" Delta = 1° 17' 26.94" (LT) P.I. Station 22+56.20 N 832,485.81 E 2,638,621.01 Curve EX_FOWLER_4 Curve Data

Chord Bear = N 24° 37' 54.76" E Ahead = N 25° 16' 38.24" E Back = N 23° 59' 11.29" E C.C. N 828,113.95 E 2,647,615.42 P.T. Station 21+43.55 N 832,383.94 E 2,638,572.91 P.C. Station 19+18.26 N 832,179.16 E 2,638,479.01 Mid. Ord. = 0.63 Long Chord = 225.29 External = 0.63 Radius = 10,000.00 Length = 225.29 Tangent = 112.65 Degree = 0° 34' 22.65" Delta = 1° 17' 26.94" (RT) P.I. Station 20+30.91 N 832,282.08 E 2,638,524.80 Curve EX_FOWLER_3 Curve Data

Course from 19 to PC EX_FOWLER_3 N 23° 59' 11.29" E Dist 918.26

Point 19 N 831,340.19 E 2,638,105.72 Sta 10+00.00

Feature: BL50 Beginning chain EX_FOWLER description

Ending chain EX_FOWLER description

Point 20 N 833,613.36 E 2,639,117.44 Sta 34+88.21

Course from PT EX_FOWLER_7 to 20 N 23° 35' 45.15" E Dist 637.95

Chord Bear = N 23° 47' 28.22" E Ahead = N 23° 35' 45.15" E Back = N 23° 59' 11.29" E C.C. N 841,034.41 E 2,620,534.25 P.T. Station 28+50.25 N 833,028.75 E 2,638,862.08 P.C. Station 27+13.91 N 832,903.99 E 2,638,807.08 Mid. Ord. = 0.12 Long Chord = 136.34 External = 0.12 Radius = 20,000.00 Length = 136.34 Tangent = 68.17 Degree = 0° 17' 11.32" Delta = 0° 23' 26.15" (LT) P.I. Station 27+82.08 N 832,966.28 E 2,638,834.79 Curve EX_FOWLER_7 Curve Data

EXISTING CONDITIONS

FOWLER SCHOOL RD.

REFERENCE DATA SHEET

HORRY COUNTY

EXISTING ROADWAY ALIGNMENT = SURVEY CL FOWLER SCHOOL ROAD

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FLOYD, INC.

DAVIS &

No. C00538 DESCRIPTION OF REVISIONREV. NO. BY DATE

DESIGNED BY

DRAWN BY

CHECKED BY SCALE 1"= 100'

P.L.D.

P.L.D.

(843) 554-8602

CHARLESTON, SC 29418

3229 W. MONTAGUE AVENUE

L.E.K.

No. 30344

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S.C.3

DIV.NO.

FED. ROAD

STATE COUNTY ROUTE NAME

NO.

SHEET

HORRY FOWLER SCHOOL RD.

FOWLER SCHOOL RD.

REFERENCE DATA SHEET

HORRY COUNTY

CONSTRUCTION PLANS

0 100 200 300 400 lkeziah

C O

N

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P

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IN

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N

.4

E

.5

N A

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S E T

15" HDPE PIPE

P V C

P

IP

E

6" PVC PIPE

WOODBOARD FENCE

I.E.:90.49

I.E.:92.34

I.E.:92.76

I.E.:93.51I.E.:93.93

I.E.:92.66

I.E.:92.59

I.E.:92.46 I.E.:92.30

15" RCP

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FLOYD, INC.

DAVIS &

No. C00538

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Jo b s E v e n P r o d u c ti o n T r a n s p o r ta ti o n S

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SCALE 1"= 20' HOR. 1" = 2' VER.

DESCRIPTION OF REVISIONDATEBYREV. NO.

0 20 40 60 80

DESIGNED BY

DRAWN BY

CHECKED BY

HORRY COUNTY

E X

IS

T

IN

G P

R O

P O

S E

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(843) 554-8602

CHARLESTON, SC 29418

3229 W. MONTAGUE AVENUE

P.L.D.

P.L.D.

L.E.K.

No. 30344

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PLAN AND PROFILE SHEET

S.C.3

DIV.NO.

FED. ROAD

STATE COUNTY ROUTE NAME

NO.

SHEET

HORRY FOWLER SCHOOL RD.

CONSTRUCTION PLANS

FOWLER SCHOOL RD.

11+00 12+00 13+00 14+00 15+00 16+00

VPI = 12+04.00

Elev. 95.53

(+) 3.3 9%

VPI = 16+00.00

Elev. 94.34

(-) 0.30%

100' V.C.

K = 620

.0

V

P C

E le v

.4

.0

.3

.5

.4

.4

.4

.3

.3

.3

.3

.2

.2

.2

.1

.1

.1

.0

.0

.0

.0

.9

.9

.9

.8

.8

.8

.7

.7

.7

.7

.6

.6

.6

.5

.5

.5

.4

.4

.4

.3

.3

.3

.2

EL.=95.53

STA. 12+04.00

BEGIN CONSTRUCTION

STA. 11+80.05

TIE TO EXIST. DRIVEWAY

LT Ditch (-) 2.07%LT Ditch (-) 0.62% LT Ditch (-) 0.25%

L T

D it c h

.2 c h

.0 c h

1.

c h

1.

c h

1.

c h

1.

c h

1.

c h

1.

c h

1.

c h

1.

c h

1.

c h

1.

c h

1.

c h

1.

c h

1.

c h

1.

c h

1.

c h

1.

c h

1.

c h

1.

c h

1.

.7

RT Ditch (-) 0.82%

D P I

R

IG

H T

.0

E le v

.1

RT Ditch (-) 0.29%

R T D it c h

.5

R T D it c h

.4

R T D it c h

.3

R T D it c h

.0

R T D it c h

.0

R T D it c h

.9

R T D it c h

.8

R T D it c h

.8

R T D it c h

.7

R T D it c h

.7

R T D it c h

.6

R T D it c h

.6

R T D it c h

.5

R T D it c h

.4

R T D it c h

.4

R T D it c h

.3

R T D it c h

.3

R T D it c h

.2

R T D it c h

.1

R T D it c h

.1

R T D it c h

.0

(-) 0.55%

RT Ditch

(-) 2.22%

RT Ditch

E le v .1

+0

.0

D P I L E

F

E le v 1.

+4

1.

D P I L E v

.5

.6

D P I

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IG

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.3

.0

D P I

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U P

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L P

C A

C A

R B F

PRESENT 35' R/W

PRESENT 35' R/W

PRESENT 15' R/W

PRESENT 15' R/W

TMS# 0390001024

Chester Woodrow Powell (LE)

TMS# 0390001025

Theodore J Farace ETAL

TMS# 0390001027

Melissa R Ward ETAL

TMS# 0390001024

Chester Woodrow Powell (LE)

M A

T C

H L

IN

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T A . 1

- S

E E S

H E

E T

INV.OUT=91.90

INV. IN=92.10

PLACE 32 LF 15" RCP

INV.OUT=92.30

INV. IN=92.50

PLACE 24 LF 15" RCP

(TYP.)

PLACE SEDIMENT TUBE

25'C

24'C

25'C

24'C

25'C

24'C

25'C

25'C

25'C

25'C

26'C

25'C

26'C

22'C

24'C

20'C 22'C

16P O

T

.0

10 11 12 13 14 15 16

-N

FOWLER SCHOOL ROAD

11' 11'

11' 11'

PAVEMENT

ENDS

W8-3-30

INSTALL SIGN

STA. 12+04.00

FOWLER SCHOOL RD.

BEGIN CONSTRUCTION

STA. 11+80.05

TIE TO EXIST. DRIVEWAY

lkeziah

TB

M

E L E V

.1

(N

A V D

R R S P

K

S E

IN

C O

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P

O

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N

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.8

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6" PVC PIPE

12" CONC PIPE

15" CONC PIPE

12" CONC PIPE

15" CONC PIPE

C O

N C

P

IP

E

I.E.:88.69 I.E.:88.52

I.E.:88.95

I.E.:88.45

I.E.:87.98

I.E.:89.61

I.E.:89.64 I.E.:89.34 I.E.:91.40 I.E.:90.90

I.E.:90.49 I.E.:90.54

U P

U P

C A

PRESENT 35' R/W

PRESENT 35' R/W

PRESENT 25' R/W

PRESENT 25' R/W

PRESENT 15' R/W

PRESENT 15' R/W

TMS# 0390001086

Linda P Graham

TMS# 0390001024

Chester Woodrow Powell (LE)

TMS# 0390001128

Patricia A Milligan

Randy D &

TMS# 0390001024

Chester Woodrow Powell (LE)

16+00 17+00 18+00 19+00 20+00 21+00

VPI = 20+14.00

Elev. 92.43 (-) 0.46%

100' V.C.

K = 70

.0

V

P T

E le v

.1

.0

V

P C

E le v

.6

.0

V

P T

E le v

.9

.3

.2

.2

.2

.1

.1

.0

.0

.9

.9

.8

.8

.7

.7

.6

.6

.6

.5

.5

.4

.4

.3

.3

.2

.2

.1

.1

.0

.0

.0

.9

.9

.8

.8

.7

.7

.6

.6

.6

.5

.5

.6

.6

.6

.7

.7

.8

.9

.0

.1

.2

.3

100' V.C.

K = 620

VPI = 16+00.00

Elev. 94.34

(+) 0.96%

D P I L E

F T

+2 .1

E le v .7

LT Ditch (-) 0.25% LT Ditch (-) 0.98% c h

.9 c h

.9 c h

.8 c h

.8 c h

.7 c h

.7 c h

.5 c h

.3 c h

.1 c h

.9 c h

.7 c h

.5 c h

.3

RT Ditch (-) 0.29% D

P I

R

IG

H T

.4

E le v

.6

RT Ditch ( +) 2.97%

D P I

R

IG

H T

.0

E le v

.3

RT Ditch (-) 4.91%

R T D it c h

.0

R T D it c h

.0

R T D it c h

.9

R T D it c h

.9

R T D it c h

.8

R T D it c h

.7

R T D it c h

.7

R T D it c h

.3

R T D it c h

.9

R T D it c h

.5

R T D it c h

.9

R T D it c h

.9

R T D it c h

.9

D P I L T

R T

+0 .0

E le v .1

D P I L T

R T

+0

.0

E le v .2 c h

.1

LT/RT Ditch (-) 1.90%

LT/R

T Dit ch (+)

4.14% LT/RT Ditch (+) 1.27%

L T

R c h

.6

L T c h

.9

L T c h

.7

L T c h

.3

L T c h

.1

L T c h

.9

L T c h

.2

L T c h

.5

L T c h

.0

L T c h

.8

L T c h

.4

E le v

.7

.1

D P I

R

IG

v .2

+5

.0

D P I L T

S

U

TH CARO

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A T

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FLOYD, INC.

DAVIS &

No. C00538

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J:

Jo b s E v e n P r o d u c ti o n T r a n s p o r ta ti o n S

H E E T S P L

A N S

H E E T S .D

G N

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F .p lt c fg

F O

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IL

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SCALE 1"= 20' HOR. 1" = 2' VER.

DESCRIPTION OF REVISIONDATEBYREV. NO.

0 20 40 60 80

DESIGNED BY

DRAWN BY

CHECKED BY

HORRY COUNTY

E X

IS

T

IN

G P

R O

P O

S E

D

(843) 554-8602

CHARLESTON, SC 29418

3229 W. MONTAGUE AVENUE

P.L.D.

P.L.D.

L.E.K.

No. 30344

A

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PLAN AND PROFILE SHEET

S.C.3

DIV.NO.

FED. ROAD

STATE COUNTY ROUTE NAME

NO.

SHEET

HORRY FOWLER SCHOOL RD.

CONSTRUCTION PLANS

FOWLER SCHOOL RD.

M A

T C

H L

IN

E S

T A S

E E S

H E

E T

M A

T C

H L

IN

E S

T A . 2

- S

E E S

H E

E T

INV.OUT=91.42

INV. IN=91.60

PLACE 24 LF 15" RCP

INV.OUT=90.24

INV. IN=90.42

PLACE 32 LF 18" RCP

INV.OUT=89.10

INV. IN=89.20

PLACE 24 LF 15" RCP

BE DETERMINED

EXACT LOCATION TO

INV.OUT=89.16

INV. IN=89.21

PLACE 24 LF 15" RCP

INV.OUT=90.52

INV. IN=90.72

PLACE 40 LF 18" RCP

GEOTEXTILE FABRIC

26 SY CLASS 2

CLASS B RIP RAP

PLACE 20 TONS

GEOTEXTILE FABRIC

26 SY CLASS 2

CLASS B RIP RAP

PLACE 20 TONS

INV.OUT=87.20

INV. IN=87.84

PLACE 48 LF 36" RCP

GEOTEXTILE FABRIC

9 SY CLASS 2

CLASS B RIP RAP

PLACE 7 TONS

GEOTEXTILE FABRIC

9 SY CLASS 2

CLASS B RIP RAP

PLACE 7 TONS

(TYP.)

PLACE SEDIMENT TUBE

26'C

22'C

25'C

22'C

20'C

22'C

23'C

18'F

24'C

16'C

24'C

19'F

23'C

24'C

26'C

26'C

25'F

26'C

24'C

22'C

16'F

22'C

16 17 18

P C

.3

P R

C

.6

20 P T

.6

-N

FOWLER SCHOOL ROAD

11' 11'

11' 11' lkeziah

FENCE

WOODBOARD

IP

P F

U P

U

PL

P

PRESENT 25' R/W

PRESENT 25' R/W

TMS# 0390001128

Randy D & Patricia A Milligan

TMS# 0390001022

Randy G Milligan

PRESENT 25' R/W

PRESENT 25' R/W

21+00 22+00 23+00 24+00 25+00

VPI = 23+75.00

Elev. 95.91

(+) 0.96%

(-) 0.69%

150' V.C.

K = 91

.0

V

P C

E le v

.1

.0

V

P T

E le v

.3

.0

V

P C

.2

.3

.4

.5

.6

.7

.8

.9

.0

.1

.2

.3

.4

.5

.6

.7

.8

.8

.9

.0

.1

.2

.3

.4

.4

.5

.5

.5

.6

.6

.6

.5

.5

.5

.4

.3

.3

.2

.1

.1

.0

.9

L T

IT

C H

.9

D P I L T

R T

1+ .0

E le v .4

D P I L T

R T

1+ .0

E le v 1.

D P I L T

R T

+0 .0

E le v .6

LT/RT Ditch (-) 1.40%LT/RT Ditch (+) 0.92%

L T c h

.9

L T c h

1.

L T c h

.7

L T c h

.4

L T c h

.1

L T c h

.6

L T c h

.5

L T c h

.4

L T c h

.2

L T c h

.0

L T c h

.8

L T c h

.3

L T c h

.6

L T c h

.1

L T c h

.7

L T c h

.0

L T c h

.7

L T c h

.5

L T c h

.2

LT/RT Ditch (+) 1.27%

(+) 2.00% LT/RT Ditch (+) 5

.88%LT/

RT D

itch (+) 6 .71%

Ditc h

LT/

RT

E le v .9

+3 .4

D P I L T

R T

E le v .9

+5 .0

D P I L T v .9

+6 .0

D P I L T

U

TH CARO

L

IN

A

C E

R T

IF

IC

ATE OF AUTHO

R

IZ

A T

IO

N

FLOYD, INC.

DAVIS &

No. C00538

P L

O T D

R

IV

E R

P E

N T

A B L E

S C

A L E

J:

Jo b s E v e n P r o d u c ti o n T r a n s p o r ta ti o n S

H E E T S P L

A N S

H E E T S .D

G N

P D

F .p lt c fg

F O

W L E

R P la n P

D F .t b l

.0 f t i n

F

IL

E

SCALE 1"= 20' HOR. 1" = 2' VER.

DESCRIPTION OF REVISIONDATEBYREV. NO.

0 20 40 60 80

DESIGNED BY

DRAWN BY

CHECKED BY

HORRY COUNTY

E X

IS

T

IN

G P

R O

P O

S E

D

(843) 554-8602

CHARLESTON, SC 29418

3229 W. MONTAGUE AVENUE

P.L.D.

P.L.D.

L.E.K.

No. 30344

A

NI

L

ORAC H

T U

O S

R E

E

NI

GN

E

LANOISSEFORP DES

N

E

CI

L

H

AI

ZEK YES

D

NI

L

PLAN AND PROFILE SHEET

S.C.3

DIV.NO.

FED. ROAD

STATE COUNTY ROUTE NAME

NO.

SHEET

HORRY FOWLER SCHOOL RD.

CONSTRUCTION PLANS

FOWLER SCHOOL RD.

M A

T C

H L

IN

E S

T A S

E E S

H E

E T

M A

T C

H L

IN

E S

T A . 2

- S

E E S

H E

E T

INV.OUT=90.46

INV. IN=91.02

PLACE 24 LF 15" RCP

(TYP.)

PLACE SEDIMENT TUBE

16'C

16'C

18'C

18'C

20'C

20'C

16'F

22'C

16'F

24'C

15'F

18'C

15'F

18'C

15'F

17'C

15'F

15'F

21 22 23 P

I

.8

24 25

-N

FOWLER SCHOOL ROAD

11' 11'

11' 11' lkeziah

12" CONC PIPE

18" CONC PIPE

C O

N C

P

IP

E

15" CONC PIPE

C O

N C

P

IP

E

I.E.:90.97I.E.:90.74

I.E.:90.26

I.E.:90.12 I.E.:89.58

I.E.:89.62

I.E.:90.27I.E.:90.03

I.E.:88.95

I.E.:89.60

U

PU

P

PRESENT 25' R/W

PRESENT 25' R/W

PRESENT 25' R/W

PRESENT 25' R/W

TMS# 0390001022

Randy G Milligan

TMS# 0390001022

Randy G Milligan

TMS# 0390001128

Randy D & Patricia A Milligan

25+00 26+00 27+00 28+00 29+00 30+00

VPI = 25+50.00

Elev. 94.70

(-) 0.69%

100' V.C.

K = 208

VPI = 27+00.00

Elev. 94.39

(-) 0.21%

150' V.C.

K = 704

VPI = 29+25.00

Elev. 94.40

(+) 0.01%

100' V.C.

K = 339

E le v

.0

.0

V

P T

E le v

.6

.0

V

P C

E le v

.5

.0

V

P T

E le v

.3

.0

V

P C

E le v

.4

.0

V

P T

E le v

.5

.0

.9

.9

.8

.8

.7

.7

.6

.6

.6

.6

.5

.5

.5

.5

.5

.4

.4

.4

.4

.4

.4

.4

.4

.4

.4

.3

.3

.3

.3

.3

.3

.4

.4

.4

.4

.4

.4

.4

.4

.4

.4

.4

.4

.4

.4

.5

.5

.5

.6

.6

.6

(+) 0.30%

E le v .8

LT/RT DITCH (-) 1.40% LT/RT DITCH (+) 0.39%

L T

C H

.9

L T

C H

.6

L T

C H

.3

L T

C H

.1

L T

C H

1.

L T

C H

1.

L T

C H

1.

L T

C H

.9

L T

C H

1.

L T

C H

.8

L T

C H

1.

L T

C H

.9

L T

C H

1.

L T

C H

1.

L T

C H

1.

L T

C H

1.

L T

C H

1.

L T

C H

1.

L T

C H

1.

L T

C H

1.

L T

C H

1.

L T

C H

1.

L T

C H

1.

L T

C H

.0

L T

C H

.2

L T

C H

.1

D P I L T

C H

+5

.0

S O

U

TH CARO

L

IN

A

C E

R T

IF

IC

ATE OF AUTHO

R

IZ

A T

IO

N

FLOYD, INC.

DAVIS &

No. C00538

P L

O T D

R

IV

E R

P E

N T

A B L E

S C

A L E

J:

Jo b s E v e n P r o d u c ti o n T r a n s p o r ta ti o n S

H E E T S P L

A N S

H E E T S .D

G N

P D

F .p lt c fg

F O

W L E

R P la n P

D F .t b l

.0 f t i n

F

IL

E

SCALE 1"= 20' HOR. 1" = 2' VER.

DESCRIPTION OF REVISIONDATEBYREV. NO.

0 20 40 60 80

DESIGNED BY

DRAWN BY

CHECKED BY

HORRY COUNTY

E X

IS

T

IN

G P

R O

P O

S E

D

(843) 554-8602

CHARLESTON, SC 29418

3229 W. MONTAGUE AVENUE

P.L.D.

P.L.D.

L.E.K.

No. 30344

A

NI

L

ORAC H

T U

O S

R E

E

NI

GN

E

LANOISSEFORP DES

N

E

CI

L

H

AI

ZEK YES

D

NI

L

PLAN AND PROFILE SHEET

S.C.3

DIV.NO.

FED. ROAD

STATE COUNTY ROUTE NAME

NO.

SHEET

HORRY FOWLER SCHOOL RD.

CONSTRUCTION PLANS

FOWLER SCHOOL RD.

M A

T C

H L

IN

E S

T A . 3

- S

E E S

H E

E T

M A

T C

H L

IN

E S

T A S

E E S

H E

E T

INV.OUT=90.88

INV. IN=90.97

PLACE 24 LF 18" RCP

INV.OUT=90.85

INV. IN=90.94

PLACE 24 LF 15" RCP

INV.OUT=89.84

INV. IN=90.85

PLACE 48 LF 18" RCP

GEOTEXTILE FABRIC

26 SY CLASS 2

CLASS B RIP RAP

PLACE 20 TONS

GEOTEXTILE FABRIC

26 SY CLASS 2

CLASS B RIP RAP

PLACE 20 TONS

(TYP.)

PLACE SEDIMENT TUBE

20'C

20'C

22'C

21'C

24'C

23'C

26'C

25'C

24'C

24'C

23'C

23'C

22'C

23'C

22'C

23'C

22'C

22'C

21'C

22'C 22'C

21'C

25 3025 26 27 P C

.9

28 P T

.2

-N

FOWLER SCHOOL ROAD

11' 11'

11' 11' lkeziah

B

M

E L E V

.6

(N

A V D

R R S P

K

S E

IN

T

D

C O

N T R

O L

P

O

IN

T

N

.6

E

.6

N A

IL

S E T

15" CONC PIPE

F E

N C

E

W O

O D

B O

A

N C

E

W O

O D

B O

A R

D

I.E.: 92.93 I.E.: 93.12

CONC PIPE

EL.=95.47

STA. 33+83.40

END CONSTRUCTION

30+00 31+00 32+00 33+00

VPI = 31+39.00

Elev. 95.05

(+) 0.30% (-) 0.10%

100' V.C.

K = 250 VPI = 32+40.00

Elev. 94.95

(-) 0.10%

(+) 0.36%

75' V.C.

K = 162

.0

V

P C

E le v

.8

.0

V

P T

E le v

.0

.5

V

P C

E le v

.9

.5

V

P T

E le v

.0

.6

.6

.6

.7

.7

.7

.8

.8

.8

.9

.9

.9

.9

.9

.0

.0

.0

.0

.0

.9

.9

.9

.9

.9

.9

.0

.0

.0

.0

.1

.1

.2

.2

.2

.3

.3

.3

.4

.4

.7

LT/RT DITCH (+) 0.39% LT/RT DITCH (+) 0.10%

L T

C H

.2

L T

C H

.4

L T

C H

.3

L T

C H

.5

L T

C H

.5

L T

C H

.5

L T

C H

.4

L T

C H

.4

L T

C H

.4

L T

C H

.4

L T

C H

.5

L T

C H

.6

L T

C H

.6

L T

C H

.6

L T

C H

.6

L T

C H

.5

L T

C H

.6

L T

C H

.7

L T

C H

.7

E le v .3

+5

.0

D P I L T

C

U

TH CARO

L

IN

A

C E

R T

IF

IC

ATE OF AUTHO

R

IZ

A T

IO

N

FLOYD, INC.

DAVIS &

No. C00538

P L

O T D

R

IV

E R

P E

N T

A B L E

S C

A L E

J:

Jo b s E v e n P r o d u c ti o n T r a n s p o r ta ti o n S

H E E T S P L

A N S

H E E T S .D

G N

P D

F .p lt c fg

F O

W L E

R P la n P

D F .t b l

.0 f t i n

F

IL

E

SCALE 1"= 20' HOR. 1" = 2' VER.

DESCRIPTION OF REVISIONDATEBYREV. NO.

0 20 40 60 80

DESIGNED BY

DRAWN BY

CHECKED BY

HORRY COUNTY

E X

IS

T

IN

G P

R O

P O

S E

D

(843) 554-8602

CHARLESTON, SC 29418

3229 W. MONTAGUE AVENUE

P.L.D.

P.L.D.

L.E.K.

No. 30344

A

NI

L

ORAC H

T U

O S

R E

E

NI

GN

E

LANOISSEFORP DES

N

E

CI

L

H

AI

ZEK YES

D

NI

L

PLAN AND PROFILE SHEET

S.C.3

DIV.NO.

FED. ROAD

STATE COUNTY ROUTE NAME

NO.

SHEET

HORRY FOWLER SCHOOL RD.

CONSTRUCTION PLANS

FOWLER SCHOOL RD.

U P

U P

E A

E A

E

C A

C A

PRESENT 25' R/W

PRESENT 25' R/W

PRESENT 25' R/W

PRESENT 25' R/W

P R

E S

E N

T

' R /W

.5

P R

E S

E N

T

' R /W

.5

P R

E S

E N

T

' R /W

.5

P R

E S

E N

T

' R /W

.5

TMS# 0390001022

Randy G Milligan

TMS# 0390001022

Randy G Milligan

R

R

M A

T C

H L

IN

E S

T A S

E E S

H E

E T

REMOVE EXISTING PIPE

INV.OUT=92.66

INV. IN=92.74

PLACE 24 LF 15" RCP

REMOVE EXISTING PIPE

MODIFY DITCH

(TYP.)

PLACE SEDIMENT TUBE

21'C

22'C

21'C

22'C

21'C

22'C

21'C

22'C

21'C

22'C

22'C

22'C

22'C

22'C

23'C

22'C

PI 51+63.90

30 30 31 32 33 P O

T

.6

3 -N

FOWLER SCHOOL ROAD

R1-1-30

INSTALL SIGN

STOP

W14-2-30

INSTALL SIGN

OUTLET

NO

SPEED

LIMIT

R2-1-30

INSTALL SIGN

STA. 51+94.40 (HWY 930)

STA. 33+90.62 (FOWLER SCHOOL RD.)

TIE EQUALITY

HWY 930

STA. 33+83.40

FOWLER SCHOOL RD.

END CONSTRUCTION

11' 11'

11' 11'

RETAIN FENCE

lkeziah

O T T E

D

:2

:4

P

M F

IL

N A

M E

F

IL

E

OUTH

CAROLIN

C E

R T I F I

C A

TE OF AUTHO

R I

Z A

T I O

N

FLOYD, INC.

DAVIS &

No. C00538

STATE

S.C.

COUNTY D&F PROJECT NO.

31944-05

ROAD NAME

NO.

SHEET

SHEETS

TOTAL

3020100102030

HORRY

30 20 10 0 10 20 30

30201001020303020100102030

FOWLER SCHOOL ROAD

85 85

90 90

95 95

100 100

80 8012+04.00

95 95

100 100

90 90

12+50.00

95 95

100 100

90 90

13+00.00

95 95

100 100

90 90

13+50.00

95 95

100 100

90 90

14+00.00

95 95

100 100

90 90

14+50.00

FOWLER SCHOOL ROAD

X1CONSTRUCTION PLANS

STA. 12+04.00

STA. 14+50.00

TO

No. 30344

A

NI

L

ORAC H

T U

O S

R E

E

NI

GN

E

LANOISSEFORP DES

N

E

CI

L

H

AI

ZEK YES

D

NI

L

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.5

.2

.2

.5

7 9 .1

.3

.3

.0

.0

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1

2:1

8.33% 8.33%

.3

.0

.8

.1

.2

.1

.1

.9

.9

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.2

.0

.7

.9

5 9 .0

.0

.0

.7

.7

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.0

.1

.6

.8

1 9 .0

.8

.8

.6

.6

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.9

.1

.5

.6

6 9 .0

.7

.7

.4

.4

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.7

.1

.3

.5

1 9 .0

.5

.5

.3

.3

STA. 12+04.00

FOWLER SCHOOL RD.

BEGIN CONSTRUCTION

lkeziah

O T T E

D

:2

:4

P

M F

M E

F

IL

E

C E

R T I F I

C A

TE OF AUTHO

R I

Z A

T I O

N

FLOYD, INC.

S.C.

COUNTY D&F PROJECT NO.

31944-05

ROAD NAME

NO.

SHEET

SHEETS

TOTAL

3020100102030

HORRY

30 20 10 0 10 20 30

30201001020303020100102030

FOWLER SCHOOL ROAD

95 95

100 100

90 90

15+00.00

95 95

100 100

90 90

15+50.00

95 95

100 100

90 90

16+00.00

95 95

100 100

90 90

16+50.00

95 95

100 100

90 90

17+00.00

95 95

100 100

90 90

17+50.00

FOWLER SCHOOL ROAD

X2CONSTRUCTION PLANS

STA. 15+00.00

STA. 17+50.00

TO

No. 30344

A

NI

L

ORAC H

T U

O S

R E

E

NI

GN

E

LANOISSEFORP DES

N

E

CI

L

H

AI

ZEK YES

D

NI

L

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.6

.0

.2

.3

.1

.4

.4

.1

.1

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.4

.1

.1

.2

.9

.2

.2

.0

.0

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1

2:1

8.33% 8.33%

.3

.9

.0

.0

.3

.1

.1

.8

.8

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1

2:1

8.33% 8.33%

.1

.5

.8

.9

.1

.8

.8

.6

.6

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.8

.3

.7

.7

8 9 .3

.6

.6

.4

.4

E X R W

E X R W

2.00% 2.00%

2:12:1

8.33% 8.33%

.6

.4

.4

3 9 .4

.4

.1

.3 lkeziah

O T T E

D

:2

:4

P

M F

M E

F

IL

E

C E

R T I F I

C A

TE OF AUTHO

R I

Z A

T I O

N

FLOYD, INC.

S.C.

COUNTY D&F PROJECT NO.

31944-05

ROAD NAME

NO.

SHEET

SHEETS

TOTAL

3020100102030

HORRY

30 20 10 0 10 20 30

30201001020303020100102030

FOWLER SCHOOL ROAD

90 90

95 95

100 100

85 8518+00.00

90 90

95 95

100 100

85 8518+50.00

90 90

95 95

100 100

85 85 19+00.00

90 90

95 95

85 85

19+50.00

90 90

95 95

85 85

20+00.70

FOWLER SCHOOL ROAD

X3CONSTRUCTION PLANS

STA. 18+00.00

STA. 20+00.70

TO

No. 30344

A

NI

L

ORAC H

T U

O S

R E

E

NI

GN

E

LANOISSEFORP DES

N

E

CI

L

H

AI

ZEK YES

D

NI

L

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.4

.8

.9

4 9 .4

.8

.2

.2

.9

.9

E X R W

E X R W

2.00% 2.00%

2:1 2:1

2:1

8.33% 8.33%

.1

.2

.4

.2

.9

.9

.7

.7

E X R W

E X R W

2.00% 2.00%

2:1 2:1

2:1 2:1

8.33% 8.33%

.9

.3

.1

.1

.7

.7

.7

.4

.4

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.7

.0

.1

.1

5 9 .1

.5

.5

.2

.2

E X R W

E X R W

1.93% 1.90%

2:1 2:1

7.99% 7.97%

.5

.9

.3

.3

.1

.1

.2 lkeziah

O T T E

D

:2

:4

P

M F

M E

F

IL

E

C E

R T I F I

C A

TE OF AUTHO

R I

Z A

T I O

N

FLOYD, INC.

S.C.

COUNTY D&F PROJECT NO.

31944-05

ROAD NAME

NO.

SHEET

SHEETS

TOTAL

3020100102030

HORRY

30 20 10 0 10 20 30

30201001020303020100102030

FOWLER SCHOOL ROAD

90 90

95 95

100 100

85 85 20+50.00

90 90

95 95

100 100

85 8521+00.00

95 95

100 100

90 90

21+50.00

95 95

100 100

90 90

22+00.00

95 95

100 100

90 90

22+50.00

95 95

100 100

90 90

23+00.00

FOWLER SCHOOL ROAD

X4CONSTRUCTION PLANS

STA. 20+50.00

STA. 23+00.00

TO

No. 30344

A

NI

L

ORAC H

T U

O S

R E

E

NI

GN

E

LANOISSEFORP DES

N

E

CI

L

H

AI

ZEK YES

D

NI

L

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1

2:1

8.33% 8.33%

.7

.0

.2

.2

.2

.5

.5

.3

.3

E X R W

E X R W

2:1 2.00% 2.00%

2:1 2:1

8.33% 8.33%

.7

.2

.9

.0

.0

.0

.7

.7

E X R W

E X R W

2:1 2.00% 2.00%

2:1 2:1

8.33% 8.33%

.5

.7

.5

8 9 .7

.5

.5

.2

.2

E X R W

E X R W

2:1 2.00% 2.00% 2:12:1

8.33% 8.33%

.2

.2

.6

.4

.0

.0

.7

.7

E X R W

E X R W

2:1 2.00% 2.00% 2:12:1

8.33% 8.33%

.9

.7

.1

.8

.4

.4

.2

.2

E X R W

E X R W

2:1 2.00% 2.00%

2:12:1 8.33% 8.33%

.9

.1

.5

.1

.9

.9

.7

.7 lkeziah

O T T E

D

:2

:4

P

M F

M E

F

IL

E

C E

R T I F I

C A

TE OF AUTHO

R I

Z A

T I O

N

FLOYD, INC.

S.C.

COUNTY D&F PROJECT NO.

31944-05

ROAD NAME

NO.

SHEET

SHEETS

TOTAL

3020100102030

HORRY

30 20 10 0 10 20 30

30201001020303020100102030

FOWLER SCHOOL ROAD

95 95

100 100

90 90 23+50.00

95 95

100 100

90 90 24+00.00

95 95

100 100

90 90

24+50.00

95 95

100 100

90 90

25+00.00

95 95

100 100

90 90

25+50.00

95 95

100 100

90 90

26+00.00

FOWLER SCHOOL ROAD

X5CONSTRUCTION PLANS

STA. 23+50.00

STA. 26+00.00

TO

No. 30344

A

NI

L

ORAC H

T U

O S

R E

E

NI

GN

E

LANOISSEFORP DES

N

E

CI

L

H

AI

ZEK YES

D

NI

L

E X R W

E X R W

2:1 2.00% 2.00% 2:18.33% 8.33%

.7

.5

.4

.3

.3

.0

.0

E X R W

E X R W

2.00% 2.00% 2:1

2:12:1

2:1

8.33% 8.33%

.6

.5

.3

.3

.5

.3

.3

.1

.1

E X R W

E X R W

2.00% 2.00% 2:1

2:12:1 2:1 8.33% 8.33%

.3

.3

.6

.6

.3

.1

.1

.9

.9

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.0

.1

.9

.9

.2

.8

.8

.5

.5

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.7

.9

.2

.2

.8

.5

.5

.2

.2

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.6

.9

.5

.5

5 9 .5

.3

.3

.1

.1 lkeziah

O T T E

D

:2

:4

P

M F

M E

F

IL

E

C E

R T I F I

C A

TE OF AUTHO

R I

Z A

T I O

N

FLOYD, INC.

S.C.

COUNTY D&F PROJECT NO.

31944-05

ROAD NAME

NO.

SHEET

SHEETS

TOTAL

3020100102030

HORRY

30 20 10 0 10 20 30

30201001020303020100102030

FOWLER SCHOOL ROAD

95 95

100 100

90 90

26+50.00

95 95

100 100

90 90

27+00.00

95 95

100 100

90 90

27+50.00

95 95

100 100

90 90

28+00.00

95 95

100 100

90 90

28+50.00

95 95

100 100

90 90

29+00.00

FOWLER SCHOOL ROAD

X6CONSTRUCTION PLANS

STA. 26+50.00

STA. 29+00.00

TO

No. 30344

A

NI

L

ORAC H

T U

O S

R E

E

NI

GN

E

LANOISSEFORP DES

N

E

CI

L

H

AI

ZEK YES

D

NI

L

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.5

.7

.8

.2

.2

.0

.0

.9

.2

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.4

.9

.0

.0

4 9 .1

.2

.2

.9

.9

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.4

.9

.2

.2

4 9 .2

.1

.1

.9

.9

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.3

.0

.4

.4

3 9 .4

.1

.1

.9

.9

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.4

.2

.6

.6

2 9 .6

.1

.1

.9

.9

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.4

.4

.8

.8

1 9 .8

.1

.1

.9

.9 lkeziah

O T T E

D

:2

:4

P

M F

M E

F

IL

E

C E

R T I F I

C A

TE OF AUTHO

R I

Z A

T I O

N

FLOYD, INC.

S.C.

COUNTY D&F PROJECT NO.

31944-05

ROAD NAME

NO.

SHEET

SHEETS

TOTAL

3020100102030

HORRY

30 20 10 0 10 20 30

30201001020303020100102030

FOWLER SCHOOL ROAD

95 95

100 100

90 90

29+50.00

95 95

100 100

90 90

30+00.00

95 95

100 100

90 90

30+50.00

95 95

100 100

90 90

31+00.00

95 95

100 100

90 90

31+50.00

95 95

100 100

90 90

32+00.00

FOWLER SCHOOL ROAD

X7CONSTRUCTION PLANS

STA. 29+50.00

STA. 32+00.00

TO

No. 30344

A

NI

L

ORAC H

T U

O S

R E

E

NI

GN

E

LANOISSEFORP DES

N

E

CI

L

H

AI

ZEK YES

D

NI

L

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.4

.7

.0

.0

1 9 .0

.2

.2

.0

.0

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.6

.7

.2

.2

0 9 .1

.4

.4

.1

.1

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.7

.9

.3

.3

9 9 .3

.5

.5

.3

.3

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.9

.0

.4

.4

4 9 .4

.7

.7

.4

.4

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.0

.1

.4

.4

9 9 .4

.7

.7

.5

.5

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.9

.2

.5

.5

4 9 .4

.7

.7

.5

.5 lkeziah

O T T E

D

:2

:4

P

M F

M E

F

IL

E

C E

R T I F I

C A

TE OF AUTHO

R I

Z A

T I O

N

FLOYD, INC.

S.C.

COUNTY D&F PROJECT NO.

31944-05

ROAD NAME

NO.

SHEET

SHEETS

TOTAL

3020100102030

HORRY

30 20 10 0 10 20 30

30201001020303020100102030

FOWLER SCHOOL ROAD

95 95

100 100

90 90

32+50.00

95 95

100 100

90 90

33+00.00

95 95

100 100

105 105

110 110

90 90

33+50.00

FOWLER SCHOOL ROAD

X8CONSTRUCTION PLANS

STA. 32+50.00

STA. 33+50.00

TO

No. 30344

A

NI

L

ORAC H

T U

O S

R E

E

NI

GN

E

LANOISSEFORP DES

N

E

CI

L

H

AI

ZEK YES

D

NI

L

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.0

.4

.5

.5

9 9 .5

.7

.7

.5

.5

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.1

.6

.6

.6

4 9 .4

.9

.9

.6

.6

E X R W

E X R W

2.00% 2.00%

2:1 2:12:1 2:1

8.33% 8.33%

.3

.9

.6

.6

9 9 .6

.1

.1

.8

.8

STA. 33+83.40

FOWLER SCHOOL RD.

END CONSTRUCTION

lkeziah