Pineland Trail_RFC Roadway Plans_20251029.pdf

NPDES PERMIT INFORMATION

APPROXIMATE LOCATION OF ROADWAY IS

BEGIN

END

LATITUDE

LONGITUDE

LATITUDE

LONGITUDE

NET LENGTH OF ROADWAY

NET LENGTH OF PROJECT

LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

LAYOUT

EQUALITIES IN STATIONING

YES / NO

RAILROAD INVOLVEMENT?

MILES

MILES

MILES

MILES

MILES

INDEX OF SHEETS

Z

P r o j e c t s

C a lh o u n o

O

C a ll

.0

P in e la d

T r a il

R o a d w a y

P L

A N

S

S H

T 1_

T

IT

L E S

H E

E T

.d g n

NO.

SHEET

SHEETS

TOTAL

NOT TO SCALE

SOUTH CAROLINA

3 DAYS BEFORE DIGGING IN

ALL UTILITIES MAY NOT BE A MEMBER OF SC811

WWW.SC811.COM

SOUTH CAROLINA 811 (SC811)

CALL 811

provided by:

Hydraulic and NPDES Design

CONSULTING & ENGINEERING

INFRASTRUCTURE

NONE

SHEET NO

DESCRIPTION

TITLE SHEET

TYPICAL SECTIONS

PLAN AND PROFILE SHEETS

SHEET SUB-TOTALS

ACRESPERMITTED AREA =

DISTURBED AREA = ACRES

0.398

6-10 5

3 1

SUMMARY OF ESTIMATED QUANTITIES

-N-

CONSULTING ENGINEERING FIRM

FOR CONSTRUCTION :

DATE

ENGINEER OF RECORD

X1-X5 CROSS SECTIONS 5

NET LENGTH OF SIDEWALK

B E G

IN

END

0.398

0.398

80 33' 05.62'' W

33 34' 17.05'' N

80 33' 23.75'' W

33 34' 19.12'' N

CALHOUN COUNTY

PROPOSED PLANS

PINELAND TRAIL

CTC DIRT ROAD PAVING 2023

FOR CALHOUN COUNTY

SEE SHEETS 6-10

END STA. 31+98.55

PINELAND TRAIL

15A REFERENCE DATA SHEET

GENERAL CONSTRUCTION NOTES

DETAIL SHEETS

APPROVED FOR CONSTRUCTION:

ADMINISTRATOR

CALHOUN COUNTY Date

Calhoun County

Designs may be obtained from

14A

411-14

R

I I

F

ETA

C

T R

E C

UAFO

O

HT

Z I

N O

I T

A

NO

S

HT

U

RAC

IL

O

A

S O

U

TH CAROL

IN

A

L I

E N

S E

D

P

R O

FESSION

N

G

IN

E E

R

INFRASTRUCTURE

CONSULTING &

ENGINEERING,

PLLC

No. 4470

C

No. 34113

B

RANDON W. P

AYN

E

1.423

3.423

EROSION CONTROL NOTESEC1-EC3

RIGHT-OF-WAY DATA SHEET

PROPERTY STRIP MAP

SEE SHEETS 6-10

BEGIN PROJECT STA. 11+00.00

PINELAND TRAIL

25TOTAL

1XP1 PIPE CROSS SECTIONS

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 (2025 EDITION) AND THE STANDARD

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

NOTE:

SUMMARY OF ESTIMATED QUANTITIES

STATE COUNTY

REV. NO. DATE DESCRIPTION OF REVISIONBY

SUMMARY OF ESTIMATED QUANTITIES

DIV. NO.

FED. RD.

ROUTE NO.

ROAD

NO.

PROJECT ID

NO.

SHEET

u s e r ll

.0

P in e la a il

R o a d w a y

P L

A N

S

S H

T

S u m m a y f

Q a n t it ie s .d g n

S.C.3

CALHOUN COUNTY

PINELAND TRAIL

R

I I

F

ETA

C

T R

E C

UAFO

O

HT

Z I

N O

I T

A

NO

S

HT

U

RAC

IL

O

A

S O

U

TH CAROL

E N

S

O

FESSION

G

IN

E E

R

INFRASTRUCTURE

CONSULTING &

ENGINEERING,

PLLC

No. 4470

C

No. 34113

B

RANDON W. P

AYN

E

CALHOUN TRAIL

PINELAND

Z

P r o j e c t s lh o

C a ll

.0

P in e la a il

R o a d w a y

P L

A N

S

S H

T .d g n

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO. NO.

ROAD / ROUTE

MPH FROM STA. TO STA

EXCEPTIONS TO DESIGN SPEED

REV. NO. DATE DESCRIPTION OF REVISIONBY

SCALE: 1" = NTS

PROJECT ID

3 SC

TYPICAL SECTIONS

LEGEND

GRADED AGGREGATE BASE COURSE (6" UNIFORM)

31+98.5525

CALHOUN

L

0.5'

12:1

0.5'

GROUND

EXISTING

12:1

LANES

10'

20' TRAVELWAY

LANES

10'

VARIES2:1

SHOULDER

GRASSED

4'

SHOULDER

GRASSED

4'

C

PINELAND TRAIL

11+00.00

CALHOUN COUNTY CTC

(175 PSY)

HOT MIX ASPHALT SURFACE COURSE TYPE C

TRAIL

PINELAND

GROUND

EXISTING

4:

DITCH

4'

4:1 MAX.

USE THIS SECTION ON

50:1 50:1

R

I I

F

ETA

C

T R

E C

UAFO

O

HT

Z I

N O

I T

A

NO

S

HT

U

RAC

IL

O

A

S O

U

TH CAROL

E N

S

O

FESSION

G

IN

E E

R

INFRASTRUCTURE

CONSULTING &

ENGINEERING,

PLLC

No. 4470

C

No. 34113

B

RANDON W. P

AYN

E

STATION 11+00.00 TO STATION 31+98.55PINELAND TRAIL

PGL

FOR MORE INFORMATION

SEE CROSS SECTIONS

DRAINAGE PURPOSES.

SLOPE MAY VARY FOR*

SCDOT ROW FROM STATION 31+76.68 TO STATION 31+98.55

AND GRADED AGGREGATE BASE COURSE (6" UNIFORM) WITHIN

USE A PAVEMENT DESIGN OF 4" HMA SURFACE COURSE TYPE C

NOT TO SCALE

RIGHT-OF-WAY DATA SHEET

RIGHT-OF-WAY DATA SHEET

REV. NO. DATE DESCRIPTION OF REVISIONBY

Z

P r o j e c t s lh o

C a ll

.0

P in e la a il

R o a d w a y

P L

A N

S

S H

T .d g n

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

3 SC

NO.

ROAD / ROUTEPROJECT ID

CALHOUN COUNTY

CALHOUN

PINELAND TRAIL

TRAIL

FOR INFORMATION ONLY

-N-

PINELAND TRAIL

P

IN

E

LA

N D

TR

A

IL

D

IN

KY

C T

P

IN

E

LA

N D

TR

A

IL

P A

U L

IN

G S

C H E S S

R O

A D

D A

T E

F

IL

E

.3

P R

E S

E N

T

R

W

T E

E

.3

P R

E S

E N

T

R e s

R

W

(S

C D il e

.3

P r e s

R

W

(S

C D

EASEMENT

PRESCRIPTIVE

PRESENT

EASEMENT

PRESCRIPTIVE

PRESENTEASEMENT

PRESCRIPTIVE

PRESENT

FOR ROAD

5' RESEREVED

4A

PROPERTY STRIP MAP

N E

W

' R

W

N E

W

' R

W

N E

W

0' R

W

N E

W

0' R

W

N E

W

' R

W

P L

=N E

W

R

W

NE

W

' R

/W NEW 20' R/W

NEW 20' R/W

F E R R E T D

R

T

V

A D

(S

REV. NO. DATE DESCRIPTION OF REVISIONBY

Z

P r o j e c t s lh o

C a ll

.0

P in e la a il

R o a d w a y

P L

A N

S

S H

T

A .d g n

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

3 SC

NO.

ROAD / ROUTEPROJECT ID

SCALE: 1" = 100'

CALHOUN COUNTY

CALHOUN

0 100 400300200

SCALE IN FEET

PINELAND TRAIL

TRAIL

-N-

5A

Ending chain PINELAND description Point P104 N 632,661.8061 E 2,136,580.4619 Sta 32+08.86

Course from P103 to P104 S 84° 17' 34.69" E Dist 159.9093

Point P103 N 632,677.7078 E 2,136,421.3453 Sta 30+48.95

Course from PT PINELAND-4 to P103 S 83° 54' 44.55" E Dist 106.5268

LG-PT=0.78%

LG-PC=0.78%

e=3.8% eMAX=6%

DS=25 MPH

Chord Bear = N 71° 30' 48.76" E Ahead = S 83° 54' 44.55" E Back = N 46° 56' 22.07" E C.C. N 632,490.1327 E 2,136,294.2093 P.T. Station 29+42.42 N 632,689.0049 E 2,136,315.4191 P.C. Station 27+70.86 N 632,636.2593 E 2,136,157.6551 Mid. Ord. = 18.1151 Long Chord = 166.3478 External = 19.9193 Radius = 200.0000 Length = 171.5594 Tangent = 91.4577 Degree = 28° 38' 52.40" Delta = 49° 08' 53.38" (RT) P.I. Station 28+62.32 N 632,698.7039 E 2,136,224.4772 Curve PINELAND-4 Curve Data

Course from P102 to PC PINELAND-4 N 46° 56' 22.07" E Dist 142.0467

Point P102 N 632,539.2739 E 2,136,053.8712 Sta 26+28.82

Course from P101 to P102 N 44° 53' 31.54" E Dist 491.7507

Point P101 N 632,190.8994 E 2,135,706.8064 Sta 21+37.07

Course from PT PINELAND-3 to P101 S 48° 15' 56.13" E Dist 464.0064

LG-PT=0.78%

LG-PC=0.78%

e=N/A eMAX=N/A

DS=25 MPH

Chord Bear = S 41° 38' 23.20" E Ahead = S 48° 15' 56.13" E Back = S 35° 00' 50.27" E C.C. N 633,149.0061 E 2,135,939.6873 P.T. Station 16+73.06 N 632,499.7786 E 2,135,360.5469 P.C. Station 14+71.84 N 632,649.8209 E 2,135,227.1467 Mid. Ord. = 5.8108 Long Chord = 200.7693 External = 5.8499 Radius = 870.0000 Length = 201.2175 Tangent = 101.0597 Degree = 6° 35' 08.60" Delta = 13° 15' 05.86" (LT) P.I. Station 15+72.90 N 632,567.0518 E 2,135,285.1323 Curve PINELAND-3 Curve Data

LG-PT=0.78%

LG-PC=0.78%

e=N/A eMAX=N/A

DS=25 MPH

Chord Bear = S 39° 05' 47.37" E Ahead = S 35° 00' 50.27" E Back = S 43° 10' 44.46" E C.C. N 632,150.6358 E 2,134,514.6061 P.T. Station 14+71.84 N 632,649.8209 E 2,135,227.1467 P.C. Station 13+47.86 N 632,745.9594 E 2,135,149.0268 Mid. Ord. = 2.2076 Long Chord = 123.8762 External = 2.2132 Radius = 870.0000 Length = 123.9811 Tangent = 62.0957 Degree = 6° 35' 08.60" Delta = 8° 09' 54.19" (RT) P.I. Station 14+09.96 N 632,700.6781 E 2,135,191.5177 Curve PINELAND-2 Curve Data

LG-PT=0.78%

LG-PC=0.78%

e=N/A eMAX=N/A

DS=25 MPH

Chord Bear = S 40° 05' 00.03" E Ahead = S 43° 10' 44.46" E Back = S 36° 59' 15.61" E C.C. N 634,312.9608 E 2,136,818.9390 P.T. Station 13+47.86 N 632,745.9594 E 2,135,149.0268 P.C. Station 11+00.40 N 632,935.1981 E 2,134,989.7671 Mid. Ord. = 3.3417 Long Chord = 247.3357 External = 3.3466 Radius = 2,290.0000 Length = 247.4560 Tangent = 123.8486 Degree = 2° 30' 07.20" Delta = 6° 11' 28.85" (LT) P.I. Station 12+24.25 N 632,836.2722 E 2,135,064.2797 Curve PINELAND-1 Curve Data Course from P100 to PC PINELAND-1 S 36° 59' 15.61" E Dist 100.4039

Point P100 N 633,015.3972 E 2,134,929.3598 Sta 10+00.00

Beginning chain PINELAND description

CP 11

CP 5

CP 6

CP 7

CP 13

CP 8

CP 9

CP 12

CP 10

CP 1

CP 2

CP 3

CP 4

DATUM DESCRIPTION

NOTES:

PO

T

ST

A.

.0

PC

S

TA.

.4

PR

C

S

TA

.8

PR

C

ST

A.

.8

P T

S T A

.0

P I S

T A

1+

.0

PI S

TA

26+ 28.82

P C

S T A

.8

P T

S

T A

.4

P I S

T A

.9

P O

T

S

T A

.8

C

U R V E -1

C U

R V E -2

C U

R V E -3

CURVE-4

REV. NO. DATE DESCRIPTION OF REVISIONBY

Z

P r o j e c t s lh o

C a ll

.0

P in e la a il

R o a d w a y

P L

A N

S

S H

T

A .d g n

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

3 SC

NO.

ROAD / ROUTEPROJECT ID

SCALE: 1" = 100'

CALHOUN COUNTY

CALHOUN

REFERENCE DATA SHEET

0 100 400300200

SCALE IN FEET

PINELAND TRAIL

TRAIL

PINELAND

R

I I

F

ETA

C

T R

E C

UAFO

O

HT

Z I

N O

I T

A

NO

S

HT

U

RAC

IL

O

A

S O

U

TH CAROL

E N

S

O

FESSION

G

IN

E E

R

INFRASTRUCTURE

CONSULTING &

No. 4470C

No. 34113

B

RANDON W. P

AYN

ENGINEERING, LLC

GENERAL CONSTRUCTION NOTES

NTS

GENERAL CONSTRUCTION NOTES

FINE GRADING SY

ROADWAY INCIDENTAL ITEMS

4011004 TON

SYGRADED AGGREGATE BASE COURSE (6" UNIFORM)

DIRECTED BY ENGINEER)

(ADDITIONAL DRIVEWAYS AS

DIRECTED BY ENGINEER)

(ADDITIONAL DRIVEWAYS ASTONHOT MIX ASPHALT SURFACE COURSE TYPE D 10

1031000

2081001

3050106

4030350

(INCIDENTAL TO ITEM 4030350)

1032010

CONSTRUCTION STAKES, LINES & GRADES1050800

MOBILIZATION

BONDS AND INSURANCE

LS

LS

NEC

NEC

2012000

2023000

CLEARING AND GRUBBING WITHIN ROADWAY (AND OUTFALLS) NEC LS

REMOVAL & DISPOSAL OF EXISTING PAVEMENT SY

ANY DAMAGES TO THE ROADS AND/OR UTILITIES DUE TO NONCOMPLIANCE OF WEIGHT LIMIT REGULATIONS.

HAULING EQUIPMENT AND/OR MATERIALS TO AND FROM THIS SITE. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR

16. THE CONTRACTOR SHALL ADHERE TO THE WEIGHT LIMITS PRESCRIBED ON SCDOT/COUNTY MAINTAINED ROADS FOR

CONTRACTOR SHALL COORDINATE ANY TEMPORARY MAILBOX RELOCATIONS WITH UNITED STATES POSTAL SERVICE.

CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ACCESS FOR MAIL SERVICE DURING CONSTRUCTION. IF NECESSARY,15.

CONFLICTS WITH THE CONSTRUCTION TRAFFIC CONTROL SIGNAGE SHALL BE COVERED OR TEMPORARILY REMOVED.

BE RELOCATED SHALL BE ERECTED IN A TEMPORARY MANNER THAT DOES NOT IMPEDE TRAFFIC FLOW. ANY SIGN MESSAGE THAT

NECESSARY TO PERFORM THE WORK. IF ROADWAY REMAINS OPEN TO TRAFFIC DURING CONSTRUCTION, ALL SIGNS THAT ARE TO

ALL EXISTING ROADWAY SIGNAGE SHALL BE RELOCATED, REUSED OR REPLACED AS INDICATED ON THE PLANS OR AS DEEMED14.

TO PROVIDE ACCESS TO ALL PUBLIC ROADS AND RESIDENTIAL ENTRANCES AT ALL TIMES.

CONSTRUCTION BY PROVIDING A REASONABLY SMOOTH AND EVEN SURFACE SATISFACTORY FOR THE USE OF PUBLIC TRAFFIC AND

THE CONTRACTOR WILL BE RESPONSIBLE FOR THE MAINTENANCE OF TRAFFIC THROUGHOUT THE ENTIRE PERIOD OF13.

TO COMPLETE THE WORK, UNLESS OTHERWISE STATED.

THE ASPHALT OVERLAY AREA. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE FINAL ASPHALT PAVEMENT ITEM NECESSARY

THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING MANHOLES, VALVE BOXES, OR OTHER UTILITIES LOCATED WITHINE.

CONSTRUCTION. CONTRACTOR SHALL ENSURE COMPACTION IN ALL UTILITY LOCATIONS.

ALL UNDERGROUND UTILITIES AND/OR CONDUITS AT PAVED AREAS MUST BE IN PLACE PRIOR TO THE PAVEMENT BASED.

RELOCATED. NEW LOCATIONS SHALL BE AS SHOWN IN THESE CONTRACT PLANS.

THIS WORK SHALL BE INCIDENTAL TO THE PERTINENT PAY ITEMS. PORTIONS OF THE UTILITIES SHOWN ON THE PLANS MAY BE

AUTHORIZED BY THE ENGINEER. THE CONTRACTOR SHALL SUPPORT EXISTING UNDERGROUND UTILITIES DURING CONSTRUCTION.

THE CONTRACTOR SHALL PROTECT AND NOT INTERRUPT EXISTING UTILITY SERVICES DURING CONSTRUCTION, UNLESSC.

SHALL BE MADE AT NO ADDITIONAL COST TO THE COUNTY OR PROPERTY OWNER.

REPAIRS TO UTILITIES OR PROPERTY DAMAGE AS A RESULT OF CONTRACTOR NEGLIGENCE OR METHOD OF OPERATIONB.

COMPLETED AS PART OF THE PROJECT.

ACTIVE UNDERGROUND UTILITIES UNLESS OTHERWISE NOTED ON THE PLANS. NO S.U.E. OR VERTICAL LOCATIONS HAVE BEEN

COORDINATION WILL BE THE CONTRACTORS RESPONSIBILTIY AS WELL.THE CONTRACTOR MUST PROTECT, IN PLACE, ALL

STAKEOUT OF UTILITIES AT LEAST 3 DAYS PRIOR TO STARTING CONSTRUCTION. AFTER CONSTRUCTION BEGINS UTILITY

ONLY AND SHOULD NOT BE CONSIDERED AS COMPLETE OR ACCURATE. THE CONTRACTOR SHALL NOTIFY PUPS TO ARRANGE

THE LOCATIONS OF UNDERGROUND AND AERIAL UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATIONAL PURPOSESA.

UTILITIES:12.

AND YARDS IN CONFORMANCE WITH THE PROPOSED DRAINAGE PATTERNS ON THE PLANS.

THE CONTRACTOR SHALL GRADE FOR POSITIVE DRAINAGE AT ALL ROADWAY INTERSECTIONS, ENTRANCES, PARKING LOTS,11.

COMPLETION OF THE WORK.

THE CONTRACTOR SHALL REMOVE ALL SEDIMENT AND DEBRIS FROM ALL PIPES WITHIN THE PROJECT LIMITS UPON10.

THE LOCATION AND LENGTH OF PIPE SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ORDERING.9.

OTHERWISE DIRECTED BY THE ENGINEER.

AND PIPES SHALL BE CONSTRUCTED ON UNIFORM GRADE BETWEEN INVERT ELEVATIONS AS NOTED ON PLANS, UNLESS

THE ENGINEER TO MEET THE CONDITIONS ENCOUNTERED DURING INSTALLATION OF DRAINAGE STRUCTURES. ALL DITCHES

ALL INVERT ELEVATIONS ARE APPROXIMATE. INVERT ELEVATIONS OF INLETS AND PIPES MAY BE MODIFIED AS DIRECTED BY8.

PERIOD.

THE TOTAL COST OF THE PROJECT AND SHALL BE CONTRACTORS RESPONSIBILITY UNTIL THE START OF THE WARRANTY

STABILIZATION ALONG THE PROJECT LIMITS IN ACCORDANCE TO THE SCDOT SPECIFICATIONS. THIS WORK IS INCIDENTAL TO

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND MAINTAINING THE PERMANENT AND/OR TEMPORARY7.

ALL PROJECT INSPECTION LOGS / CERTIFIED TEST RESULTS SHALL BE SUBMITTED TO THE OWNER WITH EACH PAY REQUEST.6.

SHOWN ARE IN FEET BASED ON NAVD 88 DATUM.

VERTICAL CONTROL: THE LOCATION AND ELEVATION OF BENCHMARKS ARE SHOWN ON THE PLANS. ALL ELEVATIONS5.

CAROLINA STATE PLANE NAD 83 (2011).

HORIZONTAL CONTROL: THE COORDINATES FOR THIS PROJECT HAVE BEEN ESTABLISHED BY GPS BASED ON SOUTH4.

BOUNDARY AND TOPOGRAPHIC INFORMATION FURNISHED BY CALHOUN COUNTY ENGINEERS, COLLECTED ON 11/01/2017. 3.

AND ANY REFERENCED SCDOT STANDARDS AT THE TIME OF NOTICE TO PROCEED.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE LATEST SET OF THESE PLANS AND SPECIAL PROVISIONS2.

THE PLANS SHALL REFER TO THE SPECIAL PROVISIONS, UNLESS OTHERWISE NOTED.

SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS. ALL REFERENCES TO THE SPECIFICATIONS ON

DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (2007 EDITION), AND THE

ALL WORK ON THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH THE SPECIAL PROVISIONS, THE SOUTH CAROLINA1.

GENERAL NOTES

EVENT AFTER THE INTIATION OF CONSTRUCTION ACTIVITIES, AFTER THE INSTALLATION OF BMPS.

CONTRACTOR WITHIN 24 HOURS OF THE END OF A STORM EVENT OF 1.0 INCH OR GREATER, AS WELL AS DURING THE FIRST RAIN

STABILIZATION IS REACHED ON ALL AREAS OF THE CONSTRUCTION SITE. IT IS RECOMMENDED THAT BMPS BE ASSESSED BY THE

CALENDAR WEEK, WITH NO TIME PERIOD BETWEEN INSPECTIONS EXCEEDING 9 DAS, AND MUST BE CONDUCTED UNTIL FINAL

AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT LEAST ONCE EVERY

DRAINAGE PIPE INSTALLATION.

COORDINATING WITH THE COUNTY TO ENSURE THAT THE WATERLINE ADJUSTMENT IS ADEQUATE TO ALLOW FOR

LANE TO AVOID CONFLICT WITH THE PROPOSED DRAINAGE SYSTEM. THE CONTRACTOR WILL BE RESPONSIBLE FOR

COUNTY IS RESPONSIBLE FOR ADJUSTMENT TO WATERLINE NEAR INTERSECTION OF PAULINGS ROAD AND GOLDENROD24.

UNDERGROUND DETENTION SYSTEM QUANTITY INCLUDES ALL EARTHWORK REQUIRED TO CONSTRUCT THE SYSTEM.23.

ALTERATIONS NOT IN CONFLICT WITH THE STANDARD PRACTICES OF THE COUNTY AND/OR SCDOT.

COUNTY'S REPRESENTATIVE IS PERMITTED UNDER THE DIRECTION OF THE COUNTY ENGINEER TO AUTHORIZE MINOR

THE COUNTY ENGINEER MUST SPECIFICALLY AUTHORIZE CHANGES INVOLVING INCREASED COST OF PROJECT. THE22.

THE CONTRACTOR MUST NOT OCCUPY ANY NON-PERMITTED WETLAND AREAS.21.

ALL DRIVEWAY CULVERTS SHALL BE RCP PIPE.20.

CHANGES TO INDIVIDUAL DRIVEWAYS SHALL BE COORDINATED WITH THE ENGINEER.

ALL RESIDENTIAL DRIVEWAYS SHALL BE RECONSTRUCTED IN ACCORDANCE WITH THE STANDARD DRIVEWAY DETAIL. ANY19.

ALL TIE INS WITH EXISTING ASPHALT SHALL BE SAW CUT.18.

PAVEMENT.

THE PROPER CONSTRUCTION OF ALL WORK. ALL ROAD WIDTH LAYOUT DIMENSIONS SHOWN ARE TO THE EDGE OF

THE CONTRACTOR SHALL MAKE, CHECK, AND BE RESPONSIBLE FOR ALL MEASUREMENTS AND DIMENSIONS NECESSARY FOR17.

5,873

2034000 CYMUCK EXCAVATION 50

LIQUID ASPHALT BINDER PG64-22

8100200

8100100

8109050

8109901

PERMANENT COVER

TEMPORARY COVER

SELECTIVE WATERING

MOWING

1.500 ACRE

4.500 ACRE

(FOR GROUND COVER)

(FOR GROUND COVER)

(FOR GROUND COVER)

(FOR GROUND COVER)

6250110

6250025

4" YELLOW SOLID LINE(PVT.EDGE&NO PASSING ZONE)-FDP (AS DIRECTED BY ENGINEER)

(AS DIRECTED BY ENGINEER)24" WHITE SOLID LINES(STOP/DIAGONAL LINES)-FDP

LF

LF

2033000 CY70 (AS DIRECTED BY ENGINEER)BORROW EXCAVATION

FOR REPLACEMENT OF MUCK)

(AS DIRECTED BY ENGINEER

NEC LS

(AS DIRECTED BY ENGINEER)

GAL54,300

ACRE0.750

6510105 (AS DIRECTED BY ENGINEER)SFFLAT SHEET, TYPE III, FIXED SZ. & MSG. SIGN 10

6531210 (AS DIRECTED BY ENGINEER)LF32U-SECTION POST FOR SIGN SUPPORTS - 3P

REV. NO. DATE DESCRIPTION OF REVISIONBY

Z

P r o j e c t s lh o

C a ll

.0

P in e la a il

R o a d w a y

P L

A N

S

S H

T .d g n

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

3 SC

NO.

ROAD / ROUTEPROJECT ID

SCALE: 1" = 100'

CALHOUN COUNTY

CALHOUN

PINELAND TRAIL

TRAIL

PINELAND

R

I I

F

ETA

C

T R

E C

UAFO

O

HT

Z I

N O

I T

A

NO

S

HT

U

RAC

IL

O

A

S O

U

TH CAROL

E N

S

O

FESSION

G

IN

E E

R

INFRASTRUCTURE

CONSULTING &

No. 4470C

No. 34113

B

RANDON W. P

AYN

ENGINEERING, LLC

R B C A P

REV. NO. DATE DESCRIPTION OF REVISIONBY

Z

P r o j e c t s lh o

C a ll

.0

P in e la a il

R o a d w a y

P L

A N

S

S H

T .d g n

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

3 SC

NO.

ROAD / ROUTEPROJECT ID

0 20 806040

SCALE IN FEET

SCALE: 1" = 20'

CALHOUN COUNTY

CALHOUN

PLAN AND PROFILE SHEET

PINELAND TRAIL

TRAIL

PINELAND

R

I I

F

ETA

C

T R

E C

UAFO

O

HT

Z I

N O

I T

A

NO

S

HT

U

RAC

IL

O

A

S O

U

TH CAROL

E N

S

O

FESSION

G

IN

E E

R

INFRASTRUCTURE

CONSULTING &

ENGINEERING,

PLLC

No. 4470

C

No. 34113

B

RANDON W. P

AYN

E

M A T C

H L

IN

E

S T

A

S E E

S

H E E

Phone

UTILITY OWNERS

Water

(803) 739-1711

CMW35

Calhoun County Municipal Water

WINZ08

(800) 778-9140

TCE12

(803) 707-2078

Electric/Fiber

Tri County Electric - Richland District

Windstream Communication - WINZ08

P O

T

.0

P C

.4

P R

C

.8

P R

C

.8

CURVE-1

CURVE-2

-N

PINELAND TRAIL

PAU

LIN

G S R

D

10'

10'

10'

10'

NEW 20' R/W

NEW 20' R/W

NEW 20' R/W

NEW 20' R/W

23'C

23'C

20'F

26'C

19'F

18'F

22'C

14'F

26'C

14'F

22'C

16'F

25'C

14'F

23'C

17'F

21'C

21'F

16'F

10.00

+65.79

10.00

+97.07 10.00

+80.64

10.00

+15.33

E=2134989.5241

N=632935.5207

STA. 11+00.00

PINELAND TRAIL

BEGIN PROJECT

21'F

21'C

PRIVACY FENCE

RESET 100' OF WOOD

CHAIN LINK FENCE

RESET 10' OF

PICKET FENCE

RESET 90' OF

BOTTOM ELEV = 176.50'

SIDE SLOPES = 3:1

INFILTRATION DITCH

CONSTRUCT 100' TRIANGULAR

INFILTRATION DITCH-1

15" RCP

PLACE 28 LF

NP-7

BOTTOM ELEV = 175.24'

SIDE SLOPES = 4:1 & 2:1

INFILTRATION DITCH

CONSTRUCT 25' TRIANGULAR

INFILTRATION DITCH-5

BOTTOM ELEV = 175.24'

SIDE SLOPES = 4:1 & 2:1

INFILTRATION DITCH

CONSTRUCT 70' TRIANGULAR

INFILTRATION DITCH-2

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

.6

.0

.5

.7

.1

.8

.5

.9

.2

.7

.3

.9

.5

.1

.7

.3

.9

.2

.4

VPI = 15+00

Elev. = 181.53

(+) 1.19%

100' V.C.

K = 41

SSD = 489'

.9

V

P C

EXISTING GROUND LINE

FINISHED GRADE

50'

REV. NO. DATE DESCRIPTION OF REVISIONBY

Z

P r o j e c t s lh o

C a ll

.0

P in e la a il

R o a d w a y

P L

A N

S

S H

T .d g n

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

3 SC

NO.

ROAD / ROUTEPROJECT ID

0 20 806040

SCALE IN FEET

SCALE: 1" = 20'

CALHOUN COUNTY

CALHOUN

PLAN AND PROFILE SHEET

PINELAND TRAIL

TRAIL

PINELAND

R

I I

F

ETA

C

T R

E C

UAFO

O

HT

Z I

N O

I T

A

NO

S

HT

U

RAC

IL

O

A

S O

U

TH CAROL

E N

S

O

FESSION

G

IN

E E

R

INFRASTRUCTURE

CONSULTING &

ENGINEERING,

PLLC

No. 4470

C

No. 34113

B

RANDON W. P

AYN

E

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

S E E

S

H E E T

P T

.0

CURVE-3

-N

PINELAND TRAIL

D

IN

K Y

C

T

10'

10'

NEW 20' R/

W

NEW 20' R/

W

NEW 20' R/W

10'

10'

NEW 20' R/W

21'C

21'F

24'C

21'F

26'C

17'F

28'F

16'F

30'F

16'F

30'C

13'F

32'C

29'C

19'C

30'C

15'F

R 15'

R

25'F

10.00

+10.53

10.00

+42.53

10.00

+44.36

10.00

+76.36

20.00

+96.03 20.00

+15.75

10.00

+81.89 10.00

+29.89

10.00

+17.60

10.00

+66.48

10.00

+39.27

10.00

+09.25

21'F

21'C

16'F

5' RESEREVED FOR ROAD

13141516

8 6

TYPE D GEOTEXTILE

16 SY CLASS 2

CLASS B RIPRAP

PLACE 12 TONS

TYPE D GEOTEXTILE

11 SY CLASS 2

CLASS B RIPRAP

PLACE 9 TONS

BOTTOM ELEV = 175.00'

SIDE SLOPES = 3:1

INFILTRATION DITCH

CONSTRUCT 200' TRIANGULAR

INFILTRATION DITCH-3

TYPE 9

CONSTRUCT CB

CB-1

IE OUT:175.50'

IE IN: 177.50'

18" RCP

PLACE 48 LF

NP-1

IE OUT:175.00'

IE IN: 175.50'

18" RCP

PLACE 58 LF

NP-2

IE OUT:175.00'

IE IN: 175.50'

18" RCP

PLACE 38LF

NP-3

IE

O

U T :1

.4

IE

I

N .5

R C

P P

L A

C E

L

F N

P -4

15" RCP

PLACE 28 LF

NP-8

15" RCP

PLACE 28 LF

NP-9

VPI = 17+70

Elev. = 178.10

(-) 1.27% (+) 0.42%

100' V.C.

K = 59

.7

V

P C

.3

V

P T

EXISTING GROUND LINE

FINISHED GRADE

17+00 18+00 19+00 20+00

.1

.7

.7

.6

.9

.3

.6

.8

.9

.4

.2

.4

.6

.8

.0

.2

(-) 1.27%

.8

V

P T

100' V.C.

K = 41

SSD = 489'

VPI = 15+00

Elev. = 181.53

15+00 16+00

.2

.9

.0

.4

.2

.8

.2

.6

TT

REV. NO. DATE DESCRIPTION OF REVISIONBY

Z

P r o j e c t s lh o

C a ll

.0

P in e la a il

R o a d w a y

P L

A N

S

S H

T .d g n

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

3 SC

NO.

ROAD / ROUTEPROJECT ID

0 20 806040

SCALE IN FEET

SCALE: 1" = 20'

CALHOUN COUNTY

CALHOUN

PLAN AND PROFILE SHEET

PINELAND TRAIL

TRAIL

PINELAND

R

I I

F

ETA

C

T R

E C

UAFO

O

HT

Z I

N O

I T

A

NO

S

HT

U

RAC

IL

O

A

S O

U

TH CAROL

E N

S

O

FESSION

G

IN

E E

R

INFRASTRUCTURE

CONSULTING &

ENGINEERING,

PLLC

No. 4470

C

No. 34113

B

RANDON W. P

AYN

E

MATCHLINE STA. 20+50 SEE SHEET 7

M A T C

H L

IN

E

S T

A

S E E

S

H E E T

PI = 21+37.07

PINELAND TRAIL

C H

E

A D

-N -10

10'

10'

N E

W

' R

W

N E

W

' R

W

NEW 20' R/W NEW 20' R/W

P/L =NEW R/W

P/L =NEW R/W

'C

'C

24'C

24'C

12'F

21'C

20'F

20'C 20'C

R

R1-1

PLACE

STA.21+59.23

PAVEMENT MARKING

APPLY 24" STOP BAR

25.88

+37.07

20.00

+45.39 10.00

+75.50

11.15

+26.70

10.00

+12.72 10.00

+52.71

R

10.00

+67.11

10.00

+70.88

10.00

+32.89

20'F

20'C

TYPE D GEOTEXTILE

22 SY CLASS 2

CLASS B RIPRAP

PLACE 18 TONS

TYPE 9

CONSTRUCT CB

CB-2

TYPE 9

CONSTRUCT CB

CB-3

IE OUT:176.40'

IE IN: 176.55'

18" RCP

PLACE 46 LF

NP-4

IE OUT:176.40'

IE IN: 176.55'

18" RCP

PLACE 82 LF

NP-5

IE OUT:175.69'

IE IN: 176.40'

18" RCP

PLACE 120 LF

NP-10

VPI = 24+60

Elev. = 181.00

(+) 0.42% (-) 1.60%

100' V.C.

K = 50

SSD = 584'

.7

V

P C

EXISTING GROUND LINE

FINISHED GRADE

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

.8

.3

.4

.9

.9

.1

.1

.5

.0

.3

.2

.4

.7

.9

.1

.3

.5

.7

.8

REV. NO. DATE DESCRIPTION OF REVISIONBY

Z

P r o j e c t s lh o

C a ll

.0

P in e la a il

R o a d w a y

P L

A N

S

S H

T .d g n

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

3 SC

NO.

ROAD / ROUTEPROJECT ID

0 20 806040

SCALE IN FEET

SCALE: 1" = 20'

CALHOUN COUNTY

CALHOUN

PLAN AND PROFILE SHEET

PINELAND TRAIL

TRAIL

PINELAND

R

I I

F

ETA

C

T R

E C

UAFO

O

HT

Z I

N O

I T

A

NO

S

HT

U

RAC

IL

O

A

S O

U

TH CAROL

E N

S

O

FESSION

G

IN

E E

R

INFRASTRUCTURE

CONSULTING &

ENGINEERING,

PLLC

No. 4470

C

No. 34113

B

RANDON W. P

AYN

E

M A T C

H L

IN

E

S T A . 2

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

P I

.8

P C

.8

CURVE-4PINELAND TRAIL

C H

E

A D

-N-

10'

10'

10'

10'

NEW 20'

R/W

NEW 20' R/W

NEW 20' R/W

NEW 20' R/W

P/L =N

EW R/W

P/L =NEW R/W

20'F

20'C

19'F

31'C

21'C

39'C

18'F

46'C

18'F

47'C

20'F

R 15'

10.00

+42.44

10.00

+79.61

10.00

+00.55

10.00

+68.54

10.00

+15.11

37'C

21'C20'F

TYPE D GEOTEXTILE

16 SY CLASS 2

CLASS B RIPRAP

PLACE 12 TONS

TYPE D GEOTEXTILE

11 SY CLASS 2

CLASS B RIPRAP

PLACE 9 TONS

BOTTOM ELEV = 173.00'

BOTTOM WIDTH 1'

SIDE SLOPES = 4:1

INFILTRATION DITCH

CONSTRUCT 200' TRAPEZOIDAL

INFILTRATION DITCH-4

TYPE 9

CONSTRUCT CB

CB-3

TYPE 9

CONSTRUCT CB

CB-4

IE OUT:175.55'

IE IN: 175.69'

18" RCP

PLACE 40 LF

NP-11

IE OUT:173.90'

IE IN: 174.40'

18" RCP

PLACE 45 LF

NP-12

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

.0

.3

.6

.2

.5

.1

.1

.3

.3

.9

.8

.3

.5

.7

.9

.2

.0

.3

.6

.5

VPI = 27+30

Elev. = 176.68

(-) 1.60% (+) 0.98%

100' V.C.

K = 39

VPI = 28+40

Elev. = 177.76

(+) 0.98% (-) 0.41%

100' V.C.

K = 72

SSD = 831'

.2

V

P T

.4

V

P C

.1

V

P T

.2

V

P C

.5

V

P T

REV. NO. DATE DESCRIPTION OF REVISIONBY

Z

P r o j e c t s lh o

C a ll

.0

P in e la a il

R o a d w a y

P L

A N

S

S H

T .d g n

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

3 SC

NO.

ROAD / ROUTEPROJECT ID

0 20 806040

SCALE IN FEET

SCALE: 1" = 20'

CALHOUN COUNTY

CALHOUN

PLAN AND PROFILE SHEET

PINELAND TRAIL

TRAIL

PINELAND

R

I I

F

ETA

C

T R

E C

UAFO

O

HT

Z I

N O

I T

A

NO

S

HT

U

RAC

IL

O

A

S O

U

TH CAROL

E N

S

O

FESSION

G

IN

E E

R

INFRASTRUCTURE

CONSULTING &

ENGINEERING,

PLLC

No. 4470

C

No. 34113

B

RANDON W. P

AYN

E

M A T C

H L

IN

E

S T A . 2

S E E

S

H E E T

P T

.4

P I

.9

P O

T

.8

S

T

V

A D

PINELAND TRAIL

-N-

10'

10' 10'

10'

R1-1

PLACE

STA.31+88.66

PAVEMENT MARKING

APPLY 24" STOP BAR

E=2136570.2045

N=632662.8312

STA. 31+98.55

PINELAND TRAIL

END CONSTRUCTION

NEW 20' R/

W

NEW 20' R/

W NEW 20' R/W

21'C

37'C

30'C

27'C

23'C

21'C

34'

R 30'

R30'

PAVEMENT MARKING

APPLY 4" DOUBLE YELLOW

0.00

+83.55

10.00

+19.32

20' R/W

NEW

10.41

+73.27

P r e s

R

W

(S

C D

P r e s

R

W

(S

C D

D A

T E

E

.3

P R

E S

E N

T

R

T E

E

.3

P R

E S

E N

T

R

TYPE D GEOTEXTILE

16 SY CLASS 2

CLASS B RIPRAP

PLACE 12 TONS

IE OUT:174.13'

IE IN: 174.27'

18" RCP

PLACE 48 LF

NP-6

15" RCP

PLACE 44 LF

NP-13

29+00 30+00 31+00 32+00

.9

.4

.1

.0

.5

.2

.8

.5

.3

.1

.9

.2

.0

.8

VPI = 31+10

Elev. = 176.66

(-) 0.41%

5.90

100' V.C.

K = 16

VPI = 31+97

Elev. = 181.79

5.90

(+) 2.09%

.0

.8

V

P C

.6

V

P T

DETAIL SHEET

NTS

FOR INFORMATION ONLY

REV. NO. DATE DESCRIPTION OF REVISIONBY

Z

P r o j e c t s lh o

C a ll

.0

P in e la a il

R o a d w a y

P L

A N

S

S H

T .d g n

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

3 SC

NO.

ROAD / ROUTEPROJECT ID

PINELAND TRAIL

CALHOUN COUNTY

TYPICAL DRIVEWAY DETAIL

NTS

V A

R

IE

S

NEW EP

FOR INFORMATION ONLY

(6" UNIFORM)

GRADED AGGREGATE BASE COURSE

TYPE D - 220 LBS/SY

HOT MIX ASPHALT SURFACE COURSE

OTHERWISE

NOTED

UNLESS

10' R

OTHERWISE

NOTED

UNLESS

10' R

VARIES

WIDTH

(SEE PLAN)

EXISTING

OR MATCH

10' MINUMUM

NEW R/W

REV. NO. DATE DESCRIPTION OF REVISIONBY

Z

P r o j e c t s lh o

C a ll

.0

P in e la a il

R o a d w a y

P L

A N

S

S H

T .d g n

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

3 SC

NO.

ROAD / ROUTEPROJECT ID

SCALE: 1" = 20'

PINELAND TRAIL

CALHOUN COUNTY

FOR INFORMATION ONLY

REV. NO. DATE DESCRIPTION OF REVISIONBY

Z

P r o j e c t s lh o

C a ll

.0

P in e la a il

R o a d w a y

P L

A N

S

S H

T .d g n

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

3 SC

NO.

ROAD / ROUTEPROJECT ID

SCALE: 1" = 20'

PINELAND TRAIL

CALHOUN COUNTY

FOR INFORMATION ONLY

REV. NO. DATE DESCRIPTION OF REVISIONBY

Z

P r o j e c t s lh o

C a ll

.0

P in e la a il

R o a d w a y

P L

A N

S

S H

T .d g n

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

3 SC

NO.

ROAD / ROUTEPROJECT ID

SCALE: 1" = 20'

PINELAND TRAIL

CALHOUN COUNTY

EC1

EROSION CONTROL NOTES

I

F

ETA

C

T R

E C

UAFO

O

HT

Z I

N O

I T

A

NO

S

HT

U

RAC

IL

O

A

S O

U

TH CAROL

E N

S

O

FESSION

G

IN

E E

R

INFRASTRUCTURE

CONSULTING &

No. 4470C

ENGINEERING, LLC

No. 42773

I K

S

WELEIMHC .M

NA

Y R

REV. NO. DATE DESCRIPTION OF REVISIONBY

Z

P r o j e c t s lh o

C a ll

.0

P in e la a il

R o a d w a y

P L

A N

S

S H

T

E C 1.

d g n

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

3 SC

NO.

ROAD / ROUTEPROJECT ID

SCALE: 1" = 100'

CALHOUN COUNTY

CALHOUN

PINELAND TRAIL

TRAIL

EC2

SEQUENCE OF CONSTRUCTION

SCDHEC STANDARD NOTES

1. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL 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.

3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY CALENDAR WEEK. IF

PERIODIC INSPECTION OR OTHER INFORMATION INDICATES THAT A BMP HAS BEEN INAPPROPRIATELY OR

INCORRECTLY INSTALLED, THE PERMITTEE MUST ADDRESS THE NECESSARY REPLACEMENT OR MODIFICATION

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 WITH GRASSING 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 SEDIMENT BEFORE BEING PUMPED BACK INTO ANY WATERS

OF THE STATE.

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.

REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.

ET SEQ. AND SCR100000.

APPROPRIATE TRAPS OR STABLE OUTLETS.

50-FOOT BUFFER CAN’

STORM WATER DISCHARGES.

11.

STABILIZATION IS REACHED.

12.

13.

14.

15.

16. THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED:

WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE CONTROL;

WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING

COMPOUNDS AND OTHER CONSTRUCTION MATERIALS;

FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND

MAINTENANCE; AND

SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING.

17. AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT LEAST

ONCE EVERY CALENDAR WEEK AND MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL

AREAS OF THE CONSTRUCTION SITE.

18. IF EXISTING BMPS NEED TO BE MODIFIED OR IF ADDITIONAL BMPS ARE NECESSARY TO COMPLY WITH THE

REQUIREMENTS OF THIS PERMIT AND/OR SC’S WATER QUALITY STANDARDS, IMPLEMENTATION MUST BE

COMPLETED BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. IF IMPLEMENTATION BEFORE THE

NEXT STORM EVENT IS IMPRACTICABLE, THE SITUATION MUST BE DOCUMENTED IN THE SWPPP AND

ALTERNATIVE BMPS MUST BE IMPLEMENTED AS SOON AS REASONABLY POSSIBLE.

19. A PRE-CONSTRUCTION CONFERENCE MUST BE HELD FOR EACH CONSTRUCTION SITE WITH AN APPROVED

ON-SITE SWPPP PRIOR TO THE IMPLEMENTATION OF CONSTRUCTION ACTIVITIES. FOR NON-LINEAR

PROJECTS THAT DISTURB 10 ACRES OR MORE THIS CONFERENCE MUST BE HELD ON-SITE UNLESS THE

DEPARTMENT HAS APPROVED OTHERWISE.

5. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION

6. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED

ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY

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

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

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

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.

10. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR

IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT

COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN

A COPY OF THE SWPPP, INSPECTIONS RECORDS, AND RAINFALL DATA MUST BE RETAINED AT THE

CONSTRUCTION SITE OR A NEARBY LOCATION EASILY ACCESSIBLE DURING NORMAL BUSINESS HOURS, FROM THE DATE OF COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO THE DATE THAT FINAL

INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR GREATER) WHERE

LAND-DISTURBING ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED, AND WILL NOT RESUME FOR

A PERIOD OF 7 CALENDAR DAYS.

MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL.

MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER, AND OTHER WASH WATERS. WASH WATERS MUST BE TREATED IN A SEDIMENT BASIN OR ALTERNATIVE

CONTROL THAT PROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR TO DISCHARGE;

8156200 CLEANING INLET STRUCTURE FILTERS

STABILIZED CONSTRUCTION ENTRANCE

8153090 REPLACE/REPAIR SILT FENCE

8154050

100 LF

420 LF

8152006

REMOVAL OF SILT RETAINED BY SILT FENCE

INLET STRUCTURE FILTER - TYPE F (NON-WEIGHTED)

300 SY8156490

8 EA

17. SUBMIT TO DHEC THE NOTICE OF TERMINATION

16. CONTACT CALHOUN COUNTY FOR FINAL INSPECTION

15. REMOVAL OF SEDIMENT CONTROLS AFTER SITE HAS BEEN STABILIZED

THE PROJECT

14. MAINTAIN ALL SEDIMENT AND EROSION CONTROL DEVICES FOR THE EXTENT OF

13. FINISH GRADING AND FINAL GRASSING AND LANDSCAPING

12. ASPHALT PAVING

11. FINE GRADING

10. INSTALL STORM DRAINAGE

9. ROUGH GRADING

DISTURBANCE."

SWALES, CHECK DAMS, ETC] MUST BE INCLUDED WITHIN THE LIMITS OF

CLEARING, GRUBBING, STOCK PILING, AND INSTALLATION OF ANY BMPS (SILT FENCE,

AREA OF LAND THAT WILL BE DISTURBED DURING CONSTRUCTION, THAT INCLUDES

PER SECTION 209 OF THE STANDARD SPECIFICATIONS. "ALL DISTURBED AREA [ANY

8. STRIP TOP SOIL AND STOCKPILE FOR LATER USE ON SHOULDERS AND SLOPES

FOR THESE AREAS MUST ALREADY BE INSTALLED.

7. CLEARING AND GRUBBING OF SITE (SEDIMENT & EROSION CONTROL MEASURES

6. PROVIDE SITE DRAINAGE WITH DIVERSION DITCHES, SWALES AND DRAINS.

5. INSTALL PERIMETER CONTROLS (E.G. SILT FENCE).

CONTROLS (E.G. SILT FENCE).

4. CLEARING & GRUBBING ONLY AS NECESSARY FOR INSTALLATION OF PERIMETER

3. INSTALL TREE PROTECTION AND DELINEATE CLEARING LIMITS

ACTIVITIES.

2. NOTIFY DHEC REGIONAL OFFICE 48 HOURS PRIOR TO ANY LAND DISTURBING

1. OBTAIN NPDES COVERAGE FROM DHEC

INITIATION OF CONSTRUCTION ACTIVITIES, AFTER THE INSTALLATION OF BMPS.

OF A STORM EVENT OF 1.0 INCH OR GREATER, AS WELL AS DURING THE FIRST RAIN EVENT AFTER THE

SITE. IT IS RECOMMENDED THAT BMPS BE ASSESSED BY THE CONTRACTOR WITHIN 24 HOURS OF THE END

MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE CONSTRUCTION

ONCE EVERY CALENDAR WEEK, WITH NO TIME PERIOD BETWEEN INSPECTIONS EXCEEDING 9 DAYS, AND

AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF A LEAST

REQUIRED TO CORRECT THE BMP WITHIN 48 HOURS OF IDENTIFICATION.

AREAS. THESE DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE BMPS

MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND EXCAVATED

(SEDIMENT BASIN, FILTER BAG, ETC.).

CONSTRUCTION ACTIVITIES, AFTER THE INSTALLATION OF BMPS.

EVENT OF 1.0 INCH OR GREATER, AS WELL AS DURING THE FIRST RAIN EVENT AFTER THE INITIATION OF

RECOMMENDED THAT BMPS BE ASSESSED BY THE CONTRACTOR WITHIN 24 HOURS OF THE END OF A STORM

CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE CONSTRUCTION SITE. IT IS

EVERY CALENDAR WEEK, WITH NO TIME PERIOD BETWEEN INSPECTIONS EXCEEDING 9 DAYS, AND MUST BE

AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF A LEAST ONCE

(INCIDENTAL TO PAY ITEM 8153000)

(INCIDENTAL TO PAY ITEM 8153000)

R

I I

F

ETA

C

T R

E C

UAFO

O

HT

Z I

N O

I T

A

NO

S

HT

U

RAC

IL

O

A

S O

U

TH CAROL

E N

S

O

FESSION

G

IN

E E

R

INFRASTRUCTURE

CONSULTING &

No. 4470C

ENGINEERING, LLC

No. 42773

I K

S

WELEIMHC .M

NA

Y R

1050 LF

EROSION CONTROL INCLUSION ITEMS

REV. NO. DATE DESCRIPTION OF REVISIONBY

Z

P r o j e c t s lh o

C a ll

.0

P in e la a il

R o a d w a y

P L

A N

S

S H

T

E C .d g n

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

3 SC

NO.

ROAD / ROUTEPROJECT ID

CALHOUN COUNTY

CALHOUN

0 100 400300200

SCALE IN FEET

PINELAND TRAIL

TRAIL

EC3

EROSION CONTROL NOTES1

REV. NO. DATE DESCRIPTION OF REVISIONBY

Z

P r o j e c t s lh o

C a ll

.0

P in e la a il

R o a d w a y

P L

A N

S

S H

T

E C .d g n

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

3 SC

NO.

ROAD / ROUTEPROJECT ID

CALHOUN COUNTY

CALHOUN

PINELAND TRAIL

TRAIL

00 1010 2020 3030 4040 5050 6060 7070

175 175

180 180

185 185

175 175

180 180

185 185

11+50.00

175 175

180 180

185 185

12+00.00

00 1010 2020 3030 4040 5050 6060 7070

175 175

180 180

185 185

12+50.00

180 180

185 185

13+00.00

180 180

185 185

13+50.00

180 180

185 185

14+00.00

X1

STA.11+00.00

PINELAND TRAIL

BEGIN PROJECT

Z

P r o j e c t s lh o

C a ll

.0

P in e la a il

R o a d w a y

D G

N

C R

O

C T

IO

N S

S H

E E

T S

.0

1_ X

S S

H E

E T

S .d g n

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO. NO.

ROAD / ROUTE

5'

10'

REV. NO. DATE DESCRIPTION OF REVISIONBY

INFRASTRUCTURE

CONSULTING & ENGINEERING

CROSS SECTIONS

CALHOUN

PINELAND TRAIL

R

I I

F

ETA

C

T R

E C

UAFO

O

HT

Z I

N O

I T

A

NO

S

HT

U

RAC

IL

O

A

S O

U

TH CAROL

E N

S

O

FESSION

G

IN

E E

R

INFRASTRUCTURE

CONSULTING &

ENGINEERING,

PLLC

No. 4470

C

No. 34113

B

RANDON W. P

AYN

E

PINELAND TRAIL

TRAIL

PINELAND

3 SC

.7

0.0200 FT./FT.

12:117

.2

L 4:1

2:1

0.0200 FT./FT.

12:1 17 .2

R

4:1 2:

E x

/W

.0

.3

0.0200 FT./FT.

12:1

0.0200 FT./FT.

12:1

.2

R

.0

4:1 2:

N E

W x

.5

.9

0.0200 FT./FT.

20:1

0.0200 FT./FT.

20:1

N E

W

W

.7

.5

0.0200 FT./FT.

12:117

.5

L 3:1

0.0200 FT./FT.

12:1N

E W

W

3:

.1

.1

0.0200 FT./FT.

12:117

.5

L

0.0200 FT./FT.

12:1N

E W

W

3:1 3:

.8

.7

0.0200 FT./FT.

12:117

.0

L 4:1

2:1

0.0200 FT./FT.

12:1

N E

W

W

.3

0.0200 FT./FT.

12:1

.2

L 4:1

2:1

0.0200 FT./FT.

12:1

.9

N

E W

W

180 180

185 185

190 190

14+50.00

180 180

185 185

190 190

15+00.00

180 180

185 185

190 190

15+50.00

00 1010 2020 3030 4040 5050 6060 7070

180 180

185 185

190 190

16+00.00

180 180

185 185

16+50.00

180 180

185 185

17+00.00

175 175

180 180

18+00.00

X2

STA.16+73.06

BEGIN CONSTRUCTION

Z

P r o j e c t s lh o

C a ll

.0

P in e la a il

R o a d w a y

D G

N

C R

O

C T

IO

N S

S H

E E

T S

.0

1_ X

S S

H E

E T

S .d g n

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO. NO.

ROAD / ROUTE

REV. NO. DATE DESCRIPTION OF REVISIONBY

INFRASTRUCTURE

CALHOUN

PINELAND TRAIL

R

I I

F

ETA

C

T R

E C

UAFO

O

HT

Z I

N O

I T

A

NO

S

HT

U

RAC

IL

O

A

S O

U

TH CAROL

E N

S

O

FESSION

G

IN

E E

R

INFRASTRUCTURE

CONSULTING &

ENGINEERING,

PLLC

No. 4470

C

No. 34113

B

RANDON W. P

AYN

E

PINELAND TRAIL

TRAIL

PINELAND

3 SC

.0

.9

0.0200 FT./FT.

12:1

.4

L 4:1

2:1

0.0200 FT./FT.

12:1 N E

W

W

1.

0.0200 FT./FT.

12:1

.6

L 4:1

2:1

0.0200 FT./FT.

12:1 N

E W

W

.9

.8

0.0200 FT./FT.

12:1

.0

L 4:1

2:1

0.0200 FT./FT.

12:1 N

E W

W

.2

0.0200 FT./FT.

12:1

.0

L 4:1

2:1

0.0200 FT./FT.

12:1 N

E W

W

.8

.6

0.0200 FT./FT.

12:1

0.0200 FT./FT.

12:1 N

E W

W

.9

0.0200 FT./FT.

25.1

0.0200 FT./FT.

12:1 N

E W

W

.2

0.0200 FT./FT.

12:1

.0

L

3:

0.0200 FT./FT.

12:1

N E

W

W

3:1

180 180

185 185

19+00.00

180 180

185 185

190 190

20+00.00

180 180

185 185

190 190

21+00.00

00 1010 2020 3030 4040 5050 6060 7070

180 180

185 185

190 190

22+00.00

180 180

185 185

23+00.00

180 180

185 185

190 190

24+00.00

X3

Z

P r o j e c t s lh o

C a ll

.0

P in e la a il

R o a d w a y

D G

N

C R

O

C T

IO

N S

S H

E E

T S

.0

1_ X

S S

H E

E T

S .d g n

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO. NO.

ROAD / ROUTE

REV. NO. DATE DESCRIPTION OF REVISIONBY

INFRASTRUCTURE

CALHOUN

PINELAND TRAIL

R

I I

F

ETA

C

T R

E C

UAFO

O

HT

Z I

N O

I T

A

NO

S

HT

U

RAC

IL

O

A

S O

U

TH CAROL

E N

S

O

FESSION

G

IN

E E

R

INFRASTRUCTURE

CONSULTING &

ENGINEERING,

PLLC

No. 4470

C

No. 34113

B

RANDON W. P

AYN

E

PINELAND TRAIL

TRAIL

PINELAND

3 SC

.6

0.0200 FT./FT.

12:1

L

.0

0.0200 FT./FT.

12:1

R

.8

4:1 2:

N E

W

W

3:1 3:

.0

0.0200 FT./FT.

12:1

.0

L 4:1

2:1

0.0200 FT./FT.

12:1

R

.1

4:1 2:

N E

W

W

.2

.4

0.0200 FT./FT.

12:1

L

4:12:1

0.0200 FT./FT.

12:1

R

.4

4:1 2:

N E

W

W

.5

.9

0.0200 FT./FT.

12:1

.0

L

4:1 2:1

0.0200 FT./FT.

12:1

.0

R

4:1 2:

N E

W

.3

0.0200 FT./FT. 0.0200 FT./FT.

12:1

.7

R

4:1 2:

N E

W

.7

0.0200 FT./FT.

50:1

0.0200 FT./FT.

12:1

.2

R

4:1 2:

N E

W

180 180

185 185

190 190

25+00.00

180 180

185 185

26+00.00

175 175

180 180

185 185

27+00.00

00 1010 2020 3030 4040 5050 6060 7070

175 175

180 180

185 185

28+00.00

175 175

180 180

185 185

28+50.00

175 175

180 180

185 185

29+00.00

X4

STA. 27+80.60

BEGIN MAX S.E.

STA. 27+57.53

BEGIN S.E.

STA. 27+80.60

BEGIN MAX S.E.

STA. 29+32.68

END MAX S.E.

STA. 29+55.75

END S.E.

STA. 29+32.68

END MAX S.E.

STA. 27+06.24

BEGIN S.E.

Z

P r o j e c t s lh o

C a ll

.0

P in e la a il

R o a d w a y

D G

N

C R

O

C T

IO

N S

S H

E E

T S

.0

1_ X

S S

H E

E T

S .d g n

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO. NO.

ROAD / ROUTE

REV. NO. DATE DESCRIPTION OF REVISIONBY

INFRASTRUCTURE

CALHOUN

PINELAND TRAIL

R

I I

F

ETA

C

T R

E C

UAFO

O

HT

Z I

N O

I T

A

NO

S

HT

U

RAC

IL

O

A

S O

U

TH CAROL

E N

S

O

FESSION

G

IN

E E

R

INFRASTRUCTURE

CONSULTING &

ENGINEERING,

PLLC

No. 4470

C

No. 34113

B

RANDON W. P

AYN

E

PINELAND TRAIL

TRAIL

PINELAND

3 SC

.4

.3

0.0200 FT./FT.

12:1

0.0200 FT./FT.

12:1 17

.8

R

4:1 2:

N E

W

.3

.7

0.0200 FT./FT.

12:1

0.0200 FT./FT.

12:1

R

.4

4:1

2:

N E

W

.2

0.0200 FT./FT. 0.0200 FT./FT.

12:1

.0

R

4:1

N E

W

4:1

.3

0.0380 FT./FT.12:1 0.0380 FT./FT.

12:1

N E

W

W

4:1

.0

.6

0.0380 FT./FT.12:1 0.0380 FT./FT.

12:1

R

.0

4:1

N E

W

W

.5

0.0380 FT./FT.12:117

.5

L4:1 2:1

0.0380 FT./FT.

12:1 17

.8

R

4:1

N E

W

W

180 180

185 185

30+00.00

175 175

180 180

185 185

31+00.00

180 180

185 185

190 190

31+98.55

00 1010 2020 3030 4040 5050 6060 7070

X5

STA. 30+07.04

END S.E.

PINELAND TRAIL

END PROJECT

Z

P r o j e c t s lh o

C a ll

.0

P in e la a il

R o a d w a y

D G

N

C R

O

C T

IO

N S

S H

E E

T S

.0

1_ X

S S

H E

E T

S .d g n

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO. NO.

ROAD / ROUTE

REV. NO. DATE DESCRIPTION OF REVISIONBY

INFRASTRUCTURE

CALHOUN

PINELAND TRAIL

R

I I

F

ETA

C

T R

E C

UAFO

O

HT

Z I

N O

I T

A

NO

S

HT

U

RAC

IL

O

A

S O

U

TH CAROL

E N

S

O

FESSION

G

IN

E E

R

INFRASTRUCTURE

CONSULTING &

ENGINEERING,

PLLC

No. 4470

C

No. 34113

B

RANDON W. P

AYN

E

PINELAND TRAIL

TRAIL

PINELAND

3 SC

.1

0.0145 FT./FT.

12:1

L

.2

4:1 2:1

0.0200 FT./FT.

12:1

.1

R

4:1 2:

N E

W

W

.2

0.0200 FT./FT.

12:117

.6

L 4:1

2:1

0.0200 FT./FT.

12:1

.6

R

4:1 2:

N E

W

W

MATCH EXISTINGMATCH EXISTING

180 180

185 185

18+60.75

180 180

185 185

20+95.64

180 180

185 185

25+49.40

175 175

180 180

185 185

27+69.19

00 1010 2020 3030 4040 5050 6060 7070

175 175

180 180

185 185

30+01.66

XP1

Z

P r o j e c t s lh o

C a ll

.0

P in e la a il

R o a d w a y

D G

N

C R

O

C T

IO

N S

S H

E E

T S

.0

1_ P

IP

E

X S S

H E

E T

S .d g n

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO. NO.

ROAD / ROUTE

REV. NO. DATE DESCRIPTION OF REVISIONBY

INFRASTRUCTURE

CALHOUN

PINELAND TRAIL

PINELAND TRAIL

TRAIL

PINELAND

3 SC

PIPE CROSS SECTIONS

R

I I

F

ETA

C

T R

E C

UAFO

O

HT

Z I

N O

I T

A

NO

S

HT

U

RAC

IL

O

A

S O

U

TH CAROL

E N

S

O

FESSION

G

IN

E E

R

INFRASTRUCTURE

CONSULTING &

No. 4470C

ENGINEERING, LLC

No. 42773

I K

S

WELEIMHC .M

NA

Y R

.4

0.0199 FT./FT.

12.3:117 .0

4.1 15:

2.058:1

0.0179 FT./FT.

12.3:1 17

.5

4.115:1 2.

8:

NP-3 18" RCP 1.3% SLOPE

.4

0.0184 FT./FT.

12.2:1

.5

4.0 :12.041:1

0.0200 FT./FT.

12.2:1

.4

4.082:1

2.

1:

NP-4 18" RCP 0.3% SLOPE

.5

0.0183 FT./FT.

12.1:1

0.0214 FT./FT.

12.1:1 17

.5

4.019:1

2.

9:

NP-11 18" RCP 0.3% SLOPE

.0

0.0279 FT./FT.12:1 0.0290 FT./FT.

12:1

4.010:1 4.0 10:

.0

NP-12 18" RCP 1.1% SLOPE

TYPE 9

CB-4

.1

.1

0.0158 FT./FT.

12:1

4:12:1

0.0200 FT./FT.

12:1

.1

4:1

2:

.2

NP-6 18" RCP 0.3% SLOPE