ATTACHMENT_B_Final_Plans_Connelly_Haynes_Road_9-23-25_-signed.pdf

YES / NO

RAILROAD INVOLVEMENT? DATE

ENGINEER OF RECORD

CALL 811

ALL UTILITIES MAY NOT BE A MEMBER OF SC811

WWW.SC811.COM

SOUTH CAROLINA 811 (SC811)

SOUTH CAROLINA

3 DAYS BEFORE DIGGING IN

FOR CONSTRUCTION

NPDES PERMIT INFORMATION

provided by:

Hydraulic and NPDES Design

Disturbed Area = Acre(s)

Approximate Location of Roadway is

Begin

End

Latitude

Longitude

Latitude

Longitude

CONSULTING ENGINEERING FIRM

NO. C00538

ENGINEERING

FLOYD INC.

DAVIS &

DAVIS & FLOYD, INC.

PROJECT

LOCATION MAP

N.T.S.

SHEET

NO.

TOTAL

SHEETS

Project Area = Acre(s)

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H E E T

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LAYOUT

(NOT TO SCALE)

BEGIN

END -N-

33°09'57" N

80°34'34" W

33°09'57" N

80°34'57" W

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

TOTAL

MILES

MILES

MILES

MILES

MILES

MILES

MILES

MILES

MILES

MILES

NET LENGTH OF ROADWAY

0.000

EXCEPT AS MAY OTHERWISE BE SPECIFIED ON THE PLANS OR IN THE SPECIAL

PROVISIONS, ALL MATERIALS AND WORKMANSHIP ON THIS PROJECT SHALL CONFORM

TO THE SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD

SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (2007 EDITION) AND THE STANDARD

DRAWINGS FOR ROAD CONSTRUCTION IN EFFECT AT THE TIME OF LETTING.

NOTE:

1.30

4.3

AIKEN COUNTY MAP

0.000

SHEET TOTALS

TOTAL SHEETS

DESCRIPTIONSHEET #

INDEX OF SHEETS

SALES TAX AUTHORITY

DORCHESTER COUNTY

ROAD

CONNELLY HAYNES

CONNELLY HAYNES ROAD

PLAN OF PROPOSED IMPROVEMENTS FOR

X1 - X13

EC1-EC2

06-09

05A-05B

04A

02A

0.26 0.26

0.00 0.00

0.39 0.39

0.39 0.39

TO STA. 30+49.65

PAVED DRIVEWAY STA. 23+90.11

STA 10+11.80 TO STA. 23+90.11

CONNELLY HAYNES ROAD

PROJECT LIMITS FOR

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CROSS SECTIONS

EROSION CONTROL SHEET

PLAN AND PROFILE SHEETS

REFERENCE DATA SHEETS

GENERAL CONSTRUCTION NOTES

PROPERTY STRIP MAP

RIGHT OF WAY DATA

TYPICAL SECTIONS

MOVING ITEMS

SUMMARY OF ESTIMATED QUANTITIES

TITLE SHEET

9/23/25

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CONSTRUCTION PLANS

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DAVIS &

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REV. NO. BY DATE DESCRIPTION OF REVISION

DESIGNED BY CHECKED BYDRAWN BY

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.

2A

MOVING ITEMS

CONSTRUCTION PLANS 28

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DAVIS &

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REV. NO. BY DATE DESCRIPTION OF REVISION

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

N.T.S.

H/M ASPHALT CONCRETE BASE COURSE TYPE B (600#/SY)

H/M ASPHALT CONCRETE INTERMEDIATE COURSE TYPE B (250#/SY)

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

WITHIN THE SCDOT R/W USE THE FOLLOWING PAVEMENT DESIGN

2.5" H/M ASPHALT CONCRETE SURFACE COURSE TYPE C

8" GRADED AGGREGATE BASE COURSE

PRIME COAT

PAVEMENT LEGEND

TYPICAL SECTION OF IMPROVEMENT

4'

9'

12:1

3:1

50:1

10.5 10.5'

50:1 12:1

4'

9'

3:1 2:1 2:1

GRADE

POINT OF

TYPICAL SECTION

10' 10'

5' 5'

PROPOSED 50' EASEMENT

GROUND

EXISTING

GROUND

EXISTING

10+11.80 23+90.11

STA. 10+11.80 TO STA. 23+90.11

CONNELLY HAYNES ROADWAY

12:1 50:1

2:1

GRADE

POINT OF

TYPICAL SECTION

GROUND

EXISTING

GROUND

EXISTING

STA. 23+90.11 TO STA. 30+49.65

PAVED DRIVEWAY

2'4'

4:1

6' 6'

50:1 50:1 4:1

2'

PROPOSED 10' EASEMENTPROPOSED 15' EASEMENT

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DAVIS &

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REV. NO. BY DATE DESCRIPTION OF REVISION

DESIGNED BY CHECKED BYDRAWN BY

TYPICAL SECTION

PLOT SIZE = 22" x 34"SCALE: NTS

MPH FROM STA. TO STA. DORCHESTER COUNTY

S.C.3

DIV.NO.

FED. ROAD

STATE COUNTY ROUTE NAME

NO.

SHEET

SHEETS

TOTAL

DORCHESTER

(843) 554-8602

NORTH CHARLESTON, SC 29418

3229 WEST MONTAGUE AVE.

ROAD

CONNELLY HAYNES

CONNELLY HAYNES ROAD

CONNELLY HAYNES ROAD DESIGN SPEED

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NO.

SHEET

SHEETS

TOTAL

PLOT SIZE = 22" x 34"SCALE 1"= 100' HOR.

DORCHESTER

DORCHESTER COUNTY

ROAD

CONNELLY HAYNES

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: REV. NO. BY DATE DESCRIPTION OF REVISION

(843) 554-8602

NORTH CHARLESTON, SC 29418

3229 WEST MONTAGUE AVE.

No. 35794

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CONNELLY HAYNES ROAD

PROPERTY STRIP MAP

-N

4A 28

L-51,C-86, G-181, M-51, N-33

SURVEYED ON SITE.

LISTED BELOW AND PROPERTY CORNERS

PRESENT ROW DETERMINED WITH THE PLATS

POT 10+00.00

PC 10+42.93

PT 11+11.45

PT 29+33.66

15 20

PC 23+02.38

PT 24+79.74

PC 27+45.15

PC 32+30.19

PT 33+65.63

PC 35+32.92

PT 36+34.30

PC 37+50.11

PT 38+51.77

POT 40+18.90

PC

0+ .0

PT

.5

POT 300+00.00

300POT 301+61.79

+02.38

325' R

R

+60.00

60' R

2+02.38

45' R

+02.38

60' R

E X

IS

T

IN

G N

A T

U R

A L G

A S E

A S E

M E

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EASEMENT

NEW TRANS.

EASEMENT

NEW TRANS.

EASEMENT

NEW TRANS.

NEW 25' EASEMENT

NEW 25' EASEMENT NEW 25' EASEMENT

NEW 25' EASEMENT

N

EW

0' E

ASEM

EN

T

N

EW

5' E

ASEM

EN

T

PRESENT R/W

PRESENT R/W PRESENT R/W

PRESENT R/W

P R E S E

N T .5 ' R /W

P R E S E

N T .5 ' R /W

+01.57

60' R

EASEMENT

TEMPORARY CONSTRUCTION

NEW VARIABLE WIDTH

CONSTRUCTION EASEMENT

NEW 30' TEMPORARY

61.38

+23.30

90.73

+67.37

78.03

+72.95

77.61

+76.50

25.00

+61.04

25.00

+73.54

25.00

+44.82

25.00

+56.61 25.00

+89.02

219.13

+43.47 201.69

+67.88194.77

+26.07

180.18

+52.52

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NO.

SHEET

SHEETS

TOTAL

PLOT SIZE = 22" x 34"

0 100 200 300 400

SCALE 1"= 100' HOR.

DORCHESTER

DORCHESTER COUNTY

ROAD

CONNELLY HAYNES

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NORTH CHARLESTON, SC 29418

3229 WEST MONTAGUE AVE.

No. 35794

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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

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

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

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

QUANTITIES AND MAY BE ADJUSTED DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER.

THE FOLLOWING QUANTITIES ARE NOT SHOWN IN DETAIL ON THE PLANS BUT ARE INCLUDED IN THE SUMMARY OF ESTIMATED

INCLUSION ITEMS

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

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:

GENERAL CONSTRUCTION NOTES

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

DETAILS.

610-005-10, AND 610-005-20 FOR LANE CLOSURE DETAILS AND STANDARD DRAWING 610-205-00 FOR SHOULDER CLOSURE

BARRELS, CONES, AND/OR TYPE 2 BARRICADES IN ACCORDANCE WITH THE 2009 MUTCD. SEE STANDARD DRAWINGS 610-005-00, 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

CONSTRUCTION SIGNS, SEE SCDOT STANDARD DRAWING 605-010-01.

AFFECTED BY THE PLACEMENT OF THE SIGNS. FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR PERMANENT

DISCRETION SHOULD BE USED IN PLACEMENT OF THE SIGNS, NO SIGHTLINES FROM ROADWAYS OR DRIVEWAYS SHOULD BE

CONSTRUCTION SIGN SETS SHALL BE PLACED AT BOTH BEGINNING AND END OF CONSTRUCTION ON CONNELY HAYNES RD.

PERMANENT CONSTRUCTION SIGNS:

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DAVIS &

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REV. NO. BY DATE DESCRIPTION OF REVISION

DESIGNED BY CHECKED BYDRAWN BY PLOT SIZE = 22" x 34"SCALE: NTS

DORCHESTER COUNTY

S.C.3

DIV.NO.

FED. ROAD

STATE COUNTY ROUTE NAME

NO.

SHEET

SHEETS

TOTAL

DORCHESTER

(843) 554-8602

NORTH CHARLESTON, SC 29418

3229 WEST MONTAGUE AVE.

ROAD

CONNELLY HAYNES

CONNELLY HAYNES ROAD

No. 35794

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CI

L

E

R

YMS WER

D

-N

SHEET 6 SHEET 7

SHEET 8

SHEET 9

REFERENCE DATA SHEET

5A

PI Sta. 10+77.80

Dc

T = 34.87'

L = 68.52'

R = 150.00'

E = 4.00'

Ds e(max) e

= 30 MPH

= 4%

= N/A

CURVE 1

PI Sta. 10+77.80

Dc

T = 91.35'

L

R = 300.00'

E = 13.60'

Ds e(max) e

= 30 MPH

= 4%

= N/A

CURVE 2

PI Sta. 28+47.66

Dc

T

L

R = 200.00'

E = 24.74'

Ds e(max) e

= 30 MPH

= 4%

= N/A

CURVE 3

PI Sta. 33+02.92

Dc

T = 72.73'

L

R = 150.00'

E = 16.70'

Ds e(max) e

= 30 MPH

= 4%

= N/A

CURVE 4

PI Sta. 35+83.78

Dc

T = 50.86'

L

R = 500.00'

E = 2.58'

Ds e(max) e

= 30 MPH

= 4%

= N/A

CURVE 5

PI Sta. 38+04.21

Dc

T = 54.11'

L

R = 120.00'

E = 11.63'

Ds e(max) e

= 30 MPH

= 4%

= N/A

CURVE 6

= 177.36'

= 102.51'

= 189.46'

= 135.44'

= 101.38'

= 101.66'

Ending chain CH_ALT2 description

Point 21 N 485,109.2774 E 2,127,720.4785 Sta 40+18.90

Course from PT CH_ALT26 to 21 S 53° 00' 16.29" W Dist 167.1339

Chord Bear = S 28° 44' 03.30" W Ahead = S 53° 00' 16.29" W Back = S 4° 27' 50.32" W C.C. N 485,305.6925 E 2,127,781.7553 P.T. Station 38+51.77 N 485,209.8506 E 2,127,853.9655 P.C. Station 37+50.11 N 485,296.3527 E 2,127,901.3913 Mid. Ord. = 10.6060 Long Chord = 98.6499 External = 11.6343 Radius = 120.0000 Length = 101.6631 Tangent = 54.1071 Degree = 47° 44' 47.34" Delta = 48° 32' 25.97" (RT) P.I. Station 38+04.21 N 485,242.4097 E 2,127,897.1800 Curve CH_ALT26 Curve Data

Course from PT CH_ALT25 to PC CH_ALT26 S 4° 27' 50.32" W Dist 115.8065

Chord Bear = S 1° 20' 40.94" E Ahead = S 4° 27' 50.32" W Back = S 7° 09' 12.20" E C.C. N 485,450.7240 E 2,127,411.9215 P.T. Station 36+34.30 N 485,411.8079 E 2,127,910.4047 P.C. Station 35+32.92 N 485,512.9871 E 2,127,908.0297 Mid. Ord. = 2.5673 Long Chord = 101.2071 External = 2.5806 Radius = 500.0000 Length = 101.3807 Tangent = 50.8647 Degree = 11° 27' 32.96" Delta = 11° 37' 02.52" (RT) P.I. Station 35+83.78 N 485,462.5183 E 2,127,914.3637 Curve CH_ALT25 Curve Data

Course from PT CH_ALT24 to PC CH_ALT25 S 7° 09' 12.20" E Dist 167.2902

Chord Bear = S 18° 42' 51.19" W Ahead = S 7° 09' 12.20" E Back = S 44° 34' 54.59" W C.C. N 485,697.6540 E 2,128,036.0301 P.T. Station 33+65.63 N 485,678.9751 E 2,127,887.1977 P.C. Station 32+30.19 N 485,802.9431 E 2,127,929.1928 Mid. Ord. = 15.0293 Long Chord = 130.8880 External = 16.7029 Radius = 150.0000 Length = 135.4425 Tangent = 72.7313 Degree = 38° 11' 49.87" Delta = 51° 44' 06.80" (LT) P.I. Station 33+02.92 N 485,751.1403 E 2,127,878.1407 Curve CH_ALT24 Curve Data

Course from PT CH_ALT23 to PC CH_ALT24 S 44° 34' 54.59" W Dist 295.5795

Chord Bear = S 71° 43' 12.45" W Ahead = S 44° 34' 54.59" W Back = N 81° 08' 29.70" W C.C. N 485,873.0838 E 2,128,279.1179 P.T. Station 29+34.61 N 486,013.4692 E 2,128,136.6681 P.C. Station 27+45.15 N 486,070.6982 E 2,128,309.9165 Mid. Ord. = 22.0184 Long Chord = 182.4559 External = 24.7423 Radius = 200.0000 Length = 189.4610 Tangent = 102.5139 Degree = 28° 38' 52.40" Delta = 54° 16' 35.71" (LT) P.I. Station 28+47.66 N 486,086.4846 E 2,128,208.6254 Curve CH_ALT23 Curve Data

Course from PT CH_ALT22 to PC CH_ALT23 N 81° 08' 29.70" W Dist 265.4094

Chord Bear = N 64° 12' 19.14" W Ahead = N 81° 08' 29.70" W Back = N 47° 16' 08.59" W C.C. N 485,733.4053 E 2,128,525.9622 P.T. Station 24+79.74 N 486,029.8269 E 2,128,572.1602 P.C. Station 23+02.38 N 485,953.7698 E 2,128,729.5291 Mid. Ord. = 13.0112 Long Chord = 174.7846 External = 13.6011 Radius = 300.0000 Length = 177.3561 Tangent = 91.3544 Degree = 19° 05' 54.94" Delta = 33° 52' 21.11" (LT) P.I. Station 23+93.73 N 486,015.7589 E 2,128,662.4249 Curve CH_ALT22 Curve Data

Course from PT CH_ALT21 to PC CH_ALT22 N 47° 16' 08.59" W Dist 1,190.9283

Chord Bear = N 60° 21' 19.44" W Ahead = N 47° 16' 08.59" W Back = N 73° 26' 30.30" W C.C. N 485,255.8399 E 2,129,706.1068 P.T. Station 11+11.45 N 485,145.6576 E 2,129,604.3233 P.C. Station 10+42.93 N 485,112.0603 E 2,129,663.3583 Mid. Ord. = 3.8955 Long Chord = 67.9258 External = 3.9994 Radius = 150.0000 Length = 68.5200 Tangent = 34.8684 Degree = 38° 11' 49.87" Delta = 26° 10' 21.71" (RT) P.I. Station 10+77.80 N 485,121.9975 E 2,129,629.9359 Curve CH_ALT21 Curve Data

Course from 20 to PC CH_ALT21 N 73° 26' 30.30" W Dist 42.9323

Point 20 N 485,099.8250 E 2,129,704.5102 Sta 10+00.00

Beginning chain CH_ALT2 description

CP #2

CP #1

CP #3

CP #4

CP #5

CP #6

CP #7

CP #8

CP #10

CP #11

CP #12

CP #14

TBM #1

TBM #2

TBM #3

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DAVIS &

No. C00538

S.C.3

DIV.NO.

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STATE COUNTY ROUTE NAME

NO.

SHEET

SHEETS

TOTAL

PLOT SIZE = 22" x 34"

0 100 200 300 400

SCALE 1"= 100' HOR.

DORCHESTER

DORCHESTER COUNTY

ROAD

CONNELLY HAYNES

CONNELLY HAYNES ROAD

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G Jo b s E v e n C o n n e ll y H a y n e s 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 C o n n e ll y H a y n e s R o a d S h e e t

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: REV. NO. BY DATE DESCRIPTION OF REVISION

NORTH CHARLESTON, SC 29418

3229 WEST MONTAGUE AVE.

No. 35794

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POT 10+00.00

PC 10+42.93

PT 11+11.45

PT 29+33.66

15 20

PC 23+02.38

PT 24+79.74

PC 27+45.15

PC 32+30.19

PT 33+65.63

PC 35+32.92

PT 36+34.30

PC 37+50.11

PT 38+51.77

POT 40+18.90

PC

0+ .0

PT

.5

POT 300+00.00

300POT 301+61.79

CURVE 1

CURVE 2

CURVE 3

CURVE 4

CURVE 6

CURVE 5

` CONNELLY HAYNES ROAD

` US-15

` PEELE ROAD (S-87)

Ending chain US15 description

Chord Bear = N 2° 25' 30.07" E Ahead = N 5° 32' 29.47" E Back = N 0° 41' 29.34" W C.C. N 484,900.3699 E 2,133,629.6359 P.T. Station 204+27.55 N 485,279.8968 E 2,129,717.8136 P.C. Station 200+00.00 N 484,852.9388 E 2,129,699.7320 Mid. Ord. = 5.8125 Long Chord = 427.3406 External = 5.8212 Radius = 3,930.1901 Length = 427.5514 Tangent = 213.9868 Degree = 1° 27' 28.21" Delta = 6° 13' 58.82" (RT) P.I. Station 202+13.99 N 485,066.9100 E 2,129,697.1496 Curve US151 Curve Data

Beginning chain US15 description

Ending chain PEELE description

Point 301 N 485,057.2254 E 2,127,781.9522 Sta 301+61.79

Course from 300 to 301 S 49° 44' 39.16" E Dist 161.7896

Point 300 N 485,161.7740 E 2,127,658.4797 Sta 300+00.00

Beginning chain PEELE description

Ending chain CH_ALT2 description

Point 21 N 485,109.2774 E 2,127,720.4785 Sta 40+18.90

Course from PT CH_ALT26 to 21 S 53° 00' 16.29" W Dist 167.1339

Chord Bear = S 28° 44' 03.30" W Ahead = S 53° 00' 16.29" W Back = S 4° 27' 50.32" W C.C. N 485,305.6925 E 2,127,781.7553 P.T. Station 38+51.77 N 485,209.8506 E 2,127,853.9655 P.C. Station 37+50.11 N 485,296.3527 E 2,127,901.3913 Mid. Ord. = 10.6060 Long Chord = 98.6499 External = 11.6343 Radius = 120.0000 Length = 101.6631 Tangent = 54.1071 Degree = 47° 44' 47.34" Delta = 48° 32' 25.97" (RT) P.I. Station 38+04.21 N 485,242.4097 E 2,127,897.1800 Curve CH_ALT26 Curve Data

Course from PT CH_ALT25 to PC CH_ALT26 S 4° 27' 50.32" W Dist 115.8065

Chord Bear = S 1° 20' 40.94" E Ahead = S 4° 27' 50.32" W Back = S 7° 09' 12.20" E C.C. N 485,450.7240 E 2,127,411.9215 P.T. Station 36+34.30 N 485,411.8079 E 2,127,910.4047 P.C. Station 35+32.92 N 485,512.9871 E 2,127,908.0297 Mid. Ord. = 2.5673 Long Chord = 101.2071 External = 2.5806 Radius = 500.0000 Length = 101.3807 Tangent = 50.8647 Degree = 11° 27' 32.96" Delta = 11° 37' 02.52" (RT) P.I. Station 35+83.78 N 485,462.5183 E 2,127,914.3637 Curve CH_ALT25 Curve Data

Course from PT CH_ALT24 to PC CH_ALT25 S 7° 09' 12.20" E Dist 167.2902

Chord Bear = S 18° 42' 51.19" W Ahead = S 7° 09' 12.20" E Back = S 44° 34' 54.59" W C.C. N 485,697.6540 E 2,128,036.0301 P.T. Station 33+65.63 N 485,678.9751 E 2,127,887.1977 P.C. Station 32+30.19 N 485,802.9431 E 2,127,929.1928 Mid. Ord. = 15.0293 Long Chord = 130.8880 External = 16.7029 Radius = 150.0000 Length = 135.4425 Tangent = 72.7313 Degree = 38° 11' 49.87" Delta = 51° 44' 06.80" (LT) P.I. Station 33+02.92 N 485,751.1403 E 2,127,878.1407 Curve CH_ALT24 Curve Data

Course from PT CH_ALT23 to PC CH_ALT24 S 44° 34' 54.59" W Dist 295.5795

Chord Bear = S 71° 43' 12.45" W Ahead = S 44° 34' 54.59" W Back = N 81° 08' 29.70" W C.C. N 485,873.0838 E 2,128,279.1179 P.T. Station 29+34.61 N 486,013.4692 E 2,128,136.6681 P.C. Station 27+45.15 N 486,070.6982 E 2,128,309.9165 Mid. Ord. = 22.0184 Long Chord = 182.4559 External = 24.7423 Radius = 200.0000 Length = 189.4610 Tangent = 102.5139 Degree = 28° 38' 52.40" Delta = 54° 16' 35.71" (LT) P.I. Station 28+47.66 N 486,086.4846 E 2,128,208.6254 Curve CH_ALT23 Curve Data

Course from PT CH_ALT22 to PC CH_ALT23 N 81° 08' 29.70" W Dist 265.4094

Chord Bear = N 64° 12' 19.14" W Ahead = N 81° 08' 29.70" W Back = N 47° 16' 08.59" W C.C. N 485,733.4053 E 2,128,525.9622 P.T. Station 24+79.74 N 486,029.8269 E 2,128,572.1602 P.C. Station 23+02.38 N 485,953.7698 E 2,128,729.5291 Mid. Ord. = 13.0112 Long Chord = 174.7846 External = 13.6011 Radius = 300.0000 Length = 177.3561 Tangent = 91.3544 Degree = 19° 05' 54.94" Delta = 33° 52' 21.11" (LT) P.I. Station 23+93.73 N 486,015.7589 E 2,128,662.4249 Curve CH_ALT22 Curve Data

Course from PT CH_ALT21 to PC CH_ALT22 N 47° 16' 08.59" W Dist 1,190.9283

Chord Bear = N 60° 21' 19.44" W Ahead = N 47° 16' 08.59" W Back = N 73° 26' 30.30" W C.C. N 485,255.8399 E 2,129,706.1068 P.T. Station 11+11.45 N 485,145.6576 E 2,129,604.3233 P.C. Station 10+42.93 N 485,112.0603 E 2,129,663.3583 Mid. Ord. = 3.8955 Long Chord = 67.9258 External = 3.9994 Radius = 150.0000 Length = 68.5200 Tangent = 34.8684 Degree = 38° 11' 49.87" Delta = 26° 10' 21.71" (RT) P.I. Station 10+77.80 N 485,121.9975 E 2,129,629.9359 Curve CH_ALT21 Curve Data

Course from 20 to PC CH_ALT21 N 73° 26' 30.30" W Dist 42.9323

Point 20 N 485,099.8250 E 2,129,704.5102 Sta 10+00.00

Beginning chain CH_ALT2 description

5B

REFERENCE DATA SHEET

S O

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FLOYD, INC.

DAVIS &

No. C00538

S.C.3

DIV.NO.

FED. ROAD

STATE COUNTY ROUTE NAME

NO.

SHEET

SHEETS

TOTAL

PLOT SIZE = 22" x 34"

DORCHESTER

DORCHESTER COUNTY

ROAD

CONNELLY HAYNES

CONNELLY HAYNES ROAD

P L

O T D

R

IV

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P E

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G Jo b s E v e n C o n n e ll y H a y n e s 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 C o n n e ll y H a y n e s R o a d S h e e t

B .d g n

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: REV. NO. BY DATE DESCRIPTION OF REVISION

NORTH CHARLESTON, SC 29418

3229 WEST MONTAGUE AVE.

No. 35794

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I.E .=7

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I.E .=7

.4

15" RCPI.E.= 79.68 I.E.= 79.56 I.E.= 78.87

IPF

1/2" IPF

IPF (BENT)

#477612

STA. 10+XX.XX TO 14+80.00

S E

E S

H E

E T

M A

T C

H L

IN

E S

T A .0

-N

GRADE TO DRAIN

PAVEMENT REMOVAL

NEW 25' EASEMENT

NEW 25' EASEMENT

NEW 25' EASEMENT

NEW 25' EASEMENT

PRESENT R/W

PRESENT R/W

P B . L -5

P R E S . 3

.5 ' R /W

P B . L -5

P R E S . 3

.5 ' R /W

P B . L -5

P R E S . 3

.5 ' R /W

P B . L -5

P R E S . 3

.5 ' R /W

25.00

+61.04

EASEMENT

TEMPORARY CONSTRUCTION

NEW VARIABLE WIDTH

25.00

+44.82

61.38

+23.30

90.73

+67.37

78.03

+72.95

77.61

+76.50

25.00

+73.54

CA

UP

CA

UPUP

INV. OUT = 78.25

INV. IN = 78.50

CLASS III 18" RCP

PLACE 82 LF

OF 78.15

TO EXISTING ELEVATION

GRADE DITCH TO DRAIN

AND 12 SY GEOTEXTILE FILTER FABRIC TYPE B

PLACE 10 TONS RIPRAP CLASS B

INV. OUT = 79.61

INV. IN = 79.68

CLASS III 18" RCP

PLACE 24 LF

INV. OUT = 78.91

INV. IN = 78.99

CLASS III 18" RCP

PLACE 28 LF

SEDIMENT TUBE (TYP.)

PLACE 8 LF

FILTER FABRIC TYPE B

AND 12 SY GEOTEXTILE

RIPRAP CLASS B

PLACE 10 TONS INV. OUT = 80.16

INV. IN = 80.22

CLASS III 18" RCP

PLACE 20 LF

10'

10' R

10' R

10'R 10

R

R10'

R

R

10'

R

` CONNELLY HAYNES ROAD

` US 15

P O

T

.0

P C

.9

P T

11+

11.4

12 13 14

STA. 10+11.80

` CONNELLY HAYNES ROAD

BEGIN CONSTRUCTION

STA. 202+46.97 ` US-15

STA. 10+00.00 ` CONNELLY HAYNES ROAD =

TIE EQUALITY

19' C

22' C

20' C

22' C

21' C

22' C

21' C

23' C

22' C

23' C

22' C

22' C

22' C

23' C

22' C

22' C

22' C

24" SOLID WHITE LINE

PLACE 33 LF

DOUBLE 4" SOLID YELLOW LINE

PLACE 110 LF

W14-1A-30 SIGN

PLACE NEW

AND ROAD NAME SIGN

R1-1-30 STOP SIGN

RETAIN EXISTING

10+00 11+00 12+00 13+00 14+00

.1

VPI = 10+60.00

Elev. 82.15

(-) 2.00%

(-) 0.33%

70' V.C.

.0

V

P C

E le v

.8

.0

V

P T

E le v

.0

.9

.5

.3

.1

.0

.9

.8

.8

.7

.6

.6

.5

.5

.4

.3

.3

.2

.1

.1

.0

.9

.9

.8

.7

(-) 0.33%

PROPOSED

EXISTING

STA. 10+11.80

BEGIN CONSTRUCTION

S O

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DAVIS &

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G Jo b s E v e n C o n n e ll y H a y n e s 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 C o n n e ll y H a y n e s R o a d S

H E E T

.d g n

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0 20 40 60 80

SCALE 1"= 20'

PLAN SHEET

REV. NO. BY DATE DESCRIPTION OF REVISION

DESIGNED BY CHECKED BYDRAWN BY PLOT SIZE = 22" x 34"

DIV.NO.

FED. ROAD

STATE COUNTY ROUTE NAME

NO.

SHEET

SHEETS

TOTAL

DORCHESTER

(843) 554-8602

NORTH CHARLESTON, SC 29418

3229 WEST MONTAGUE AVE.

DORCHESTER COUNTY

ROAD

CONNELLY HAYNES

CONNELLY HAYNES ROAD

70E X

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No. 35794

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10'

10'

10'

10'

.8

R

.7

+8 8.

U S -1 5)

' R

+9 7.

U S -1 5)

' R

.7

' R

15.80

+44.45

10.00

+73.08

76.89

+65.49

RELOCATED BY OTHERS

POWER POLE TO BE

69.91

+62.42

69.96

+71.89

62.60

+68.72

22.91

+55.84

21.17

+64.42

33"" PIN

E

19"" PIN

E

19"" O

AK

19"" O

AK

15" RCP

I.E.= 79.02

15" RCP

18" RCP

" R

C P

I.E.= 78.41 I.E.= 78.55 I.E.= 78.41 I.E.= 79.04

I.E .= 7

.9

I.E .= 7

.0

GATE

IPF

IPF

1/2" IPF

STA. 14+80.00 TO 20+20.00

S E

E S

H E

E T

M A

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H L

IN

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T A .0

S E

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H E

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M A

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T A .0

-N

CAROLINA GAS TRANSMISSION

APPROX 90' NATURAL GAS EASEMENT

NEW 25' EASEMENT

NEW 25' EASEMENT NEW 25' EASEMENT

NEW 25' EASEMENT

CONSTRUCTION EASEMENT

NEW 30' TEMPORARY30

25.00

+56.61 25.00

+89.02

E E

CA

UP

UP

INV. OUT = 77.36

INV. IN = 77.48

CLASS IV 19"x30" H.E.RCP

PLACE 38 LF

AND 15 SY GEOTEXTILE FILTER FABRIC TYPE B

PLACE 11 TONS RIPRAP CLASS B

AND 15 SY GEOTEXTILE FILTER FABRIC TYPE B

PLACE 11 TONS RIPRAP CLASS B

INV. OUT = 77.46

INV. IN = 77.54

CLASS III 18" RCP

PLACE 28 LF

INV. OUT = 77.62

INV. IN = 77.70

CLASS III 18" RCP

PLACE 28 LF

SEDIMENT TUBE (TYP.)

PLACE 8 LF

TO EXISTING DITCH ELEVATION = 77.12'

GRADE DITCH TO DRAIN AT 0.1% SLOPE

` CONNELLY HAYNES ROAD

15 16 17 18 19 20 23' C

22' C

23' C

23' C

23' C

23' C

23' C

24' C

25' C

23' C

24' C

24' C

24' C

22' C

23' C

22' C

23' C

22' C

24' C

22' C

24' C

22' C

15+00 16+00 17+00 18+00 19+00 20+00

VPI = 16+65.00

Elev. 80.18

(-) 0.33% (+) 0.30%

100' V.C.

VPI = 17+80.00

Elev. 80.52

(+) 0.30% (-) 0.30%

100' V.C.

VPI = 19+20.00

Elev. 80.10

(-) 0.30% (+) 0.30%

100' V.C.

.0

V

P C

E le v

.3

.0

V

P T

E le v

.3

.0

V

P C

E le v

.3

.0

V

P T

E le v

.3

.0

V

P C

E le v

.2

.0

V

P T

E le v

.2

.7

.7

.6

.5

.5

.4

.3

.3

.2

.2

.2

.2

.3

.4

.4

.4

.4

.4

.3

.2

.2

.1

.1

.1

.2

100' V.C.

(-) 0.33%

PROPOSED

EXISTING

SPECIAL DITCH RIGHT

SPECIAL DITCH LEFT

(+) 0.30%

.3

V

P C

.2

.3

.3

100' V.C.

(-) 0.76% (+) 0.10%

.5

.5

.3

.2

.0

.9

.7

.5

.4

.3

.3

.4

.4

.4

.4

.4

.5

.5

.5

.5

.5

.6

.6

.6

.6

.6

.7

RIGHT ELEVATIONS

SPECIAL DITCH

LEFT ELEVATIONS

SPECIAL DITCH

(-) 0.68% (+) 0.14%

.5

.5

.3

.2

.1

.9

.8

.6

.5

.4

.5

.5

.5

.6

.6

.6

.6

.7

.7

.7

.8

.8

.8

.8

.9

.9

.9

(+) 0.14%

(+) 0.10%

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SCALE 1"= 20'

PLAN SHEET

REV. NO. BY DATE DESCRIPTION OF REVISION

DIV.NO.

FED. ROAD

STATE COUNTY ROUTE NAME

NO.

SHEET

SHEETS

TOTAL

DORCHESTER

(843) 554-8602

NORTH CHARLESTON, SC 29418

3229 WEST MONTAGUE AVE.

DORCHESTER COUNTY

ROAD

CONNELLY HAYNES

CONNELLY HAYNES ROAD

70E X

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No. 35794

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S E E S

H E E T

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-N

NEW 25' EASEMENT

NEW 25' EASEMENT

NEW 25' EASEMENT

NEW 25' EASEMENT

NEW

' E

ASEMENT

NEW

' E

ASEMENT

PRESENT R/W

PRESENT R/W

25.00

+52.38

EASEMENT

NEW TRANS.

EASEMENT

NEW TRANS.

EASEMENT

NEW TRANS.

25.00

+60.00

CA

UPUP

INV. OUT = 77.85

INV. IN = 77.93

CLASS III 18" RCP

PLACE 28 LF

SEDIMENT TUBE (TYP.)

PLACE 8 LF

R10' R

R

.0

R

` CONNELLY HAYNES ROAD

21 22

P C

.3

P T

.7

24' C

22' C

24' C

21' C

23' C

21' C

21' C

20' C

21' C

20' C

46' C

19' C

89' C

19' C

9' F

' C

9' F

' C

9' F

FOR SILT FENCE NOTE

SEE SHEET 9

CLOSED

PLACE R11-2-48 ROAD

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

PROPOSED

EXISTING

VPI = 20+40.00

Elev. = 80.46

(+) 0.30% (-) 0.47%

100' V.C.

(-) 0.47%

(-) 0.23%

.2

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.3

.3

.3

.2

.1

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.8

.8

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.4

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.2

.1

.0

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.8

.7

.7

.6

.6

.5

.5

.5

.8

BEGIN 12' PAVED DRIVEWAY

STA. 23+90.11

END CONSTRUCTION

.0

.7

.7

.7

.7

.7

.8

.8

.8

.8

.8

.9

.9

.9

.9

.9

.0

.0

.0

.3

.9

.0

.0

.0

.0

.1

.1

.1

.1

.2

.2

.2

.3

LEFT ELEVATIONS

SPECIAL DITCH

RIGHT ELEVATIONS

SPECIAL DITCH

(+) 0.14% (+) 0.14%

(+) 0.10% (+) 0.10%

SPECIAL DITCH LEFT

SPECIAL DITCH RIGHT

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SCALE 1"= 20'

PLAN SHEET

REV. NO. BY DATE DESCRIPTION OF REVISION

DIV.NO.

FED. ROAD

STATE COUNTY ROUTE NAME

NO.

SHEET

SHEETS

TOTAL

DORCHESTER

(843) 554-8602

NORTH CHARLESTON, SC 29418

3229 WEST MONTAGUE AVE.

DORCHESTER COUNTY

ROAD

CONNELLY HAYNES

CONNELLY HAYNES ROAD

70E X

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10'

10'

BEGIN 12' PAVED DRIVEWAY

STA. 23+90.11

END CONSTRUCTION

R

.0

R 45.00'

35.00

+60.00

10.00

+52.38

52.67

+11.45

10.00

+60.00

RELOCATED BY OTHERS

POWER POLE TO BE

1/

" IP

F

#2

#2

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NEW 15' EASEMENT

N

EW

0' E

ASEM

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5' E

ASEM

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UP

UP

UP

AND 15 SY GEOTEXTILE FILTER FABRIC TYPE B

PLACE 11 TONS RIPRAP CLASS B

AND 15 SY GEOTEXTILE FILTER FABRIC TYPE B

PLACE 11 TONS RIPRAP CLASS B

SEDIMENT TUBE (TYP.)

PLACE 8 LF

INV. OUT = 76.29

INV. IN = 76.35

CLASS IV 12"x18" H.E.RCP

PLACE 22 LF

` CONNELLY HAYNES ROAD

P C

.1

P T

.6

DOUBLE ROW SILT FENCE

INSTALL 235 LF

15' C

10' F

15' C

10' F

15' C

10' F

15' C

10' F

15' C

10' F

14' C

11' F

15' C

9' F

15' C

8' C

' C

8' F

DOUBLE ROW SILT FENCE

INSTALL 235 LF

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

PROPOSED

EXISTING

VPI = 26+26.22

Elev. = 78.25

(-) 0.23% (+) 0.33%

50' V.C.

VPI = 28+78.92

Elev. = 79.09

(+) 0.33% (+) 1.

87%

62' V.C.

.3

V

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.3

V

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.9

V

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.6

V

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.5

.4

.4

.3

.3

.2

.3

.3

.4

.4

.5

.6

.6

.7

.8

.8

.9

.0

.2

.4

.8

Elev. = 81.09

(+) 1.

87%

(-) 0.50%

80' V.C.

.7

.3

V

P C

.8

V

P T

.2

.5

.8

.9

.9

.8

VPI = 29+85.73

END 12' PAVED DRIVEWAY

STA. 30+49.65

END CONSTRUCTION

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SCALE 1"= 20'

PLAN SHEET

REV. NO. BY DATE DESCRIPTION OF REVISION

DIV.NO.

FED. ROAD

STATE COUNTY ROUTE NAME

NO.

SHEET

SHEETS

TOTAL

DORCHESTER

(843) 554-8602

NORTH CHARLESTON, SC 29418

3229 WEST MONTAGUE AVE.

DORCHESTER COUNTY

ROAD

CONNELLY HAYNES

CONNELLY HAYNES ROAD

70E X

IS

T

IN

G P

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No. 35794

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STA. 30+49+65

12' PAVED DRIVEWAY

END CONSTRUCTION

EC1

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

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.

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.

DRAWING NO.

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).

FOR EROSION CONTROL DETAILS

SEE DETAIL SHEETS AND SCDOT STANDARD DRAWINGS

815-205-00

815-605-00

SEDIMENT TUBES

SILT FENCE

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DAVIS &

No. C00538

(803) 256-4121

COLUMBIA, SC 29210

SUITE 305

240 STONERIDGE DRIVE,

SHEETS

TOTAL

NO.

SHEET

NO.

ROUTE

ROAD NAMECOUNTYSTATE

DIV.NO.

FED. ROAD

3 S.C.

REV. NO. BY DATE DESCRIPTION OF REVISION

TRANSPORTATION AUTHORITY

DORCHESTER COUNTY

NTS

EROSION CONTROL DATA SHEET

DORCHESTER

CONNELLY HAYNES ROAD

ROAD

CONNELLY HAYNES

No. 35794

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DAVIS &

No. C00538

(803) 256-4121

COLUMBIA, SC 29210

SUITE 305

240 STONERIDGE DRIVE,

SHEETS

TOTAL

NO.

SHEET

NO.

ROUTE

ROAD NAMECOUNTYSTATE

DIV.NO.

FED. ROAD

3 S.C.

REV. NO. BY DATE DESCRIPTION OF REVISION

TRANSPORTATION AUTHORITY

DORCHESTER COUNTY

NTS

EROSION CONTROL DATA SHEET

DORCHESTER

CONNELLY HAYNES ROAD

ROAD

CONNELLY HAYNES

No. 35794

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DESCRIPTION OF REVISION

DATE

DATE

DATECHK.

R/W

DGN.

REV. NO. BY DATE

SCALE: 1"=5' HOR. 1"=5' VERT.

70 102030405060 706050403020100

102030405060 302010070

STATE

S.C.

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PROJECT ID NO.

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2.0%12:1 2.0% 13:18 .6

.3

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3:1 3:1 2:1

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70 70

75 75

80 80

85 85

65 65

10+50.00

80 80

85 85

75 75 11+00.00

DORCHESTER X1

STA. 10+50.00

STA. 11+00.00

TO

CONNELLY HAYNES

STA. 10+11.80

BEGIN CONSTRUCTION

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DATE

DATE

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REV. NO. BY DATE

SCALE: 1"=5' HOR. 1"=5' VERT.

70 102030405060 706050403020100

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