20160715_Kilkenny_Farms_REV_1_ISSUED_FOR_CONSTRUCTION_SHEETS_35_-_41.pdf

PDF 9 MB Posted Aug 10, 2016

Attached to: Wetland Restoration Program - Tyrrell County, North Carolina
Solicitation number: AG-2B46-S-16-0012
Issued by: Department of Agriculture National Resources Conservation Service Southeast Region

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File	Type	Posted
SF_30_-_Amendment_2.pdf	PDF	Aug 11, 2016
20160701_Kilkenny_Construction_Specifications_Issue_for_Bid_and_Construction.pdf	PDF	Aug 10, 2016
20160715_Kilkenny_Farms_REV_1_ISSUED_FOR_CONSTRUCTION_SHEETS_25_-_34.pdf	PDF	Aug 10, 2016
20160715_Kilkenny_Farms_REV_1_ISSUED_FOR_CONSTRUCTION_SHEETS_7_-_15.pdf	PDF	Aug 10, 2016
Final_Solicitation_-_Construction_IFB_-_WRP_Restoration_-_North_Carolina_-_Easement_6645321000Z3F_-_Tyrrell_County.pdf	PDF	Aug 10, 2016
20160715_Kilkenny_Farms_REV_1_ISSUED_FOR_CONSTRUCTION_SHEETS_16_-_24.pdf	PDF	Aug 10, 2016
20160715_Kilkenny_Farms_REV_1_ISSUED_FOR_CONSTRUCTION_SHEETS_1_-_6.pdf	PDF	Aug 10, 2016
Attachment_1_-_Wage_Determination_-_NC_69.pdf	PDF	Aug 10, 2016
SF-1442_-_Kilkenny.pdf	PDF	Aug 10, 2016
Amended_-_Synopsis_Pre-Solicitation_Notice_-_Kilkenny_Farms.pdf	PDF	Jul 25, 2016
Synopsis_Pre-Solicitation_Notice_-_Kilkenny_Farms.pdf	PDF	Jul 25, 2016

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L O

27+98

21+30

71+24

70+00

21+79

20+00

24+67

10+00

15+00

20+00

L O

LOD

L O

LOD

L O

LOD

L O

LOD

L O

LOD

K I L K

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CN-101

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

DATE:

PROJ:

DWG:

VERIFY SCALE

KILKENNY

9/14/2012

SCALE AS SHOWN

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SHEET: of 41

NOTE:

SEE INDIVIDUAL SHEETS FOR

LIMITS OF DISTURBANCE

OVERALL HORIZONTAL SCALE: 1" = 400'

4002000 800 1200

GENERAL NOTES

1. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION CONTROL

PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.

2. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS BETWEEN PROPOSED

AND EXISTING GRADE.

3. SHADED AREAS DEPICTED IN PLAN VIEWS ARE FOR GRAPHICAL

REPRESENTATION ONLY, SEE PROFILES AND TYPICAL CROSS SECTIONS FOR

DETAILED INFORMATION.

4. CONTRACTOR TO DISPOSE OF ALL SPOIL, WAIST AND DEBRIS PER

CONSTRUCTION PLANS AND SPECIFICATIONS

ACCESS SITE

VIA C-4 ROAD

EXISTING

DUNBAR

ROAD

EXISTING

DUNBAR ROAD

EXISTING

C-3 ROAD

APPROXIMATE

WRP BOUNDARY

APPROXIMATE

WRP BOUNDARY

EXISTING

A-4 ROAD

EXISTING

A-5 ROAD

EXISTING C-2 ROAD

APPROXIMATE

LIMITS OF

DISTURBANCE

(TYP.)

APPROXIMATE

LIMITS OF

DISTURBANCE

(TYP.)

EXISTING INDIAN ROAD

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EXISTING

A-3 ROAD

WTS #2 B

N: 711554.18

E: 2814807.48

TOP EL: 1.50

SHELF EL: 1.25

SUMP EL: -7.25

INV OUT EL: -6.25

WTS #3 A

N: 714530.70

E: 2817014.36

TOP EL: 1.50

SHELF EL: 1.25

SUMP EL: -7.50

INV OUT EL: -6.50

WTS #4 A

N: 715074.05

E: 2818018.20

TOP EL: 1.50

SHELF EL: 1.25

SUMP EL: -8.25

INV OUT EL: -7.25

WTS #5 B

N: 718050.11

E: 2818508.17

TOP EL: 1.50

SHELF EL: 1.25

SUMP EL: -8.75

INV OUT EL: -7.75

WTS #5 A

N: 717783.59

E: 2818551.37

TOP: 1.50

SHELF: 1.25

SUMP: -8.75

INV OUT EL: -7.75

WTS #2 A

N: 711526.37

E: 2814579.18

TOP EL: 1.50

SHELF EL: 1.25

SUMP EL: -7.25

INV OUT EL: -6.25

WTS #3 B

N: 714569.09

E: 2817241.13

TOP EL: 1.50

SHELF EL: 1.25

SUMP EL: -7.50

INV OUT EL: -6.50

PIPE #4

1 - 16 IN. SCHD. 40 PVC.

ASTM D 3304

220 L.F.

SLOPE = 0%

FLOW FILL TOP EL: -5.25

PIPE #5

1 - 16 IN. SCHD. 40 PVC.

ASTM D 3304

260 L.F.

SLOPE = 0%

FLOW FILL TOP EL: -5.75

WTS #1 B

N: 715056.19

E: 2811617.83

TOP EL: 1.50

SHELF EL: 1.25

SUMP EL: -7.25

INV OUT EL: -6.25

WTS #1 A

N: 715048.67

E: 2811473.03

TOP EL: 1.50

SHELF EL: 1.25

SUMP EL: -7.25

INV OUT EL: -6.25

PIPE #1

1 - 16 IN. SCHD. 40 PVC.

ASTM D 3304

150 L.F.

SLOPE = 0%

FLOW FILL TOP EL: -4.50

INSET HORIZONTAL SCALE: 1" = 100'

100500 200 300

CONTRACTOR SHALL GRADE

CHANNEL TO EXISTING V-DITCH

CHANNEL TO HAVE10' BOTTOM WIDTH,

5:1 SIDE SLOPES AND A MIN. BOTTOM

ELEVATION OF 1.25'

CONTRACTOR SHALL GRADE

CHANNEL TO EXISTING V-DITCH

CHANNEL TO HAVE10' BOTTOM WIDTH,

5:1 SIDE SLOPES AND A MIN. BOTTOM

ELEVATION OF 1.25'

CONTRACTOR SHALL GRADE

CHANNEL TO EXISTING V-DITCH

CHANNEL TO HAVE10' BOTTOM WIDTH,

5:1 SIDE SLOPES AND A MIN. BOTTOM

ELEVATION OF 1.25'

CONTRACTOR SHALL ENSURE

UNIFORM GRADING BETWEEN

SLOUGH TO STRUCTURE AT AN

ELEVATION OF 1.25' OR BELOW

(TYP.) BOTH STRUCTURES

CONTRACTOR SHALL INSURE

UNIFORM 1.25' GRADE FROM

SLOUGH TO STRUCTURE

CONTRACTOR SHALL INSURE

UNIFORM 1.25' GRADE FROM

DITCH TO STRUCTURE

CONTRACTOR SHALL INSURE

UNIFORM 1.25' GRADE FROM

DITCH TO STRUCTURE

WTS #4 B

N: 715282.40

E: 2817992.00

TOP EL: 1.50

SHELF EL: 1.25

SUMP EL: -8.25

INV OUT EL: -7.25

PIPE #3

1 - 16 IN. SCHD. 40 PVC.

ASTM D 3304

220 L.F.

SLOPE = 0%

FLOW FILL TOP EL: -4.75

PIPE #2

1 - 16 IN. SCHD. 40 PVC.

ASTM D 3304

220 L.F.

SLOPE = 0%

FLOW FILL TOP EL: -4.50

CONTRACTOR SHALL ENSURE

UNIFORM GRADING BETWEEN

DITCH TO STRUCTURE AT AN

ELEVATION OF 1.25' OR BELOW

(TYP.) BOTH STRUCTURES

PROPOSED SLOUGH 01

(SEE SHEETS 20 - 22)

PROPOSED SLOUGH 02

(SEE SHEETS 23 - 25)

PROPOSED DIKE 01

(SEE SHEETS 4 - 10)

PROPOSED DITCH PLUG 01

(SEE SHEETS 29 - 31)

PROPOSED DITCH PLUG 02

(SEE SHEETS 32 - 35)

PROPOSED DIKE 02

(SEE SHEETS 11 - 16)

PROPOSED SLOUGH 03

(SEE SHEETS 26 - 28)

CONTRACTOR SHALL GRADE

CHANNEL TO EXISTING V-DITCH

CHANNEL TO HAVE10' BOTTOM WIDTH,

5:1 SIDE SLOPES AND A MIN. BOTTOM

ELEVATION OF 1.25'

STRUCTURE PIPE

STRUCTURE

GRATE FRAME

ELEVATION

SURFACE PAD

BASE

ELEVATION

SUMP

ELEVATION

PIPE INVERT IN / OUT LENGTH

NORTHING EASTING SIZE QUANTITY PIPE SLOPE MATERIAL ELEV. LF

WTS 1

A 715048.67 2811473.03

1.50 1.25 -7.75 -7.25 16" 1 0% SCHD 40 PVC -6.25 150

B 715056.19 2811617.83

WTS 2

A 711526.37 2814579.18

1.50 1.25 -7.75 -7.25 16" 1 0% SCHD 40 PVC -6.25 220

B 711554.18 2814807.48

WTS 3

A 714530.70 2817014.36

1.50 1.25 -8.00 -7.50 16" 1 0% SCHD 40 PVC -6.50 220

B 714569.09 2817241.13

WTS 4

A 715074.05 2818018.20

1.50 1.25 -8.75 -8.25 16" 1 0% SCHD 40 PVC -7.25 220

B 715282.40 2817992.00

WTS 5

A 717803.35 2818548.27

1.5 1.25 -9.25 -8.75

16" 1 0% SCHD 40 PVC -7.75 260

B 718050.11 2818508.17

* BASE ELEVATION ASSUMED 0.5' THICK BASE SLAB, ELEVATIONS SHALL BE ADJUSTED SHOULD FABRICATION ENGINEER CHANGES BASE THICKNESS

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0 1"

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SCALE AS SHOWN

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CN-101

SHEET: of 41

2010-09-28

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MANHOLE COVER DETAIL

NTS.

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ISSUED FOR BID / CONSTRUCTION 06/17/2016

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MIN. 20.0' BERM

VARIES

MIN. 20.0' BERM

A X

DESIGNED BORROW AREA

VARIES

LIMITS OF DISTURBANCE PER PLANS AND SPECIFICATIONS

V A

R I E

DEBRIS AND UNSUITABLE SPOIL AREA

TYPICAL SLOUGH SECTION VIEW

(NTS.)

60.0' DAYLIGHT TO LOD.20.0' DAYLIGHT TO LOD.

CONTRACTOR TO INSURE

SMOOTH TRANSITION AND

POSITIVE DRAINAGE TO

EXISTING GRADE (TYP.)

MIN. 10.0' BERM

4.0'

TOP OF DITCH PLUG

ADD ADDITIONAL

3" MIN. TOP SOIL

FOR CAPPING

LIMITS OF DISTURBANCE = 200.0'

NATURAL GROUND

DITCH PLUG CORE

30'

TYPICAL DITCH PLUG SECTION VIEW

(NTS.)

MIN 50 FT TO DEBRIS AND SPOIL AREA

CORE ELEVATION AS SHOWN ON

DITCH PLUG PROFILE DRAWINGS

LLDPE LINER SEE PROFILE VIEWS

FOR UPPER AND LOWER LIMITS

CONTRACTOR SHALL ADD

ADDITIONAL 3" (0.25') OF

TOPSOIL FOR CAPPING

DESIGN ELEV.

PER PROFILE

A P

P I N

CAPPING ELEV.

A X

VARIES

DEBRIS AND SPOIL AREA

CONTRACTOR TO INSURE

SMOOTH TRANSITION AND

POSITIVE DRAINAGE TO

EXISTING GRADE (TYP.)

MIN. 10.0' BERM

V A

R I E

4.0'

SEE PROFILE FOR

DIKE, CORE AND LLDPE

ELEVATIONS

LIMITS OF DISTURBANCE = 150.0'

NATURAL GROUND

LLDPE

CURTAIN

MATERIAL

12.0'

TYPICAL DIKE SECTION VIEW

NTS

MIN. 10.0' BERM

A X

VARIES

DEBRIS AND SPOIL AREA

40' OFFSET TO DEBRIS AREA

CONTRACTOR SHALL ADD

ADDITIONAL 3" (0.25') OF

TOPSOIL FOR CAPPING

SUITABLE

MATERIAL

DESIGN ELEV.

PER PROFILE

A P

P I N

CAPPING ELEV.

LLDPE LINER SEE PROFILE VIEWS

FOR UPPER AND LOWER LIMITS

CROSS SECTION TABLE

UNIT START STA: END STA: START STA: END STA: TOP / BOTTOM

WIDTH SIDE SLOPES

DIKE 01 0+00.00 63+00.00 64+00.00 68+09.28 12.0' 5:1 H:V

DIKE 01 AUXILLARY SPILLWAY 63+00.00 64+00.00 26.0' 5:1 H:V / 20:1 H:V

DIKE 02 2+63.11 24+63.48 20.0' 5:1 H:V

DIKE 02 24+63.48 44+50.00 45+50.00 61+45.49 12.0' 5:1 H:V

DIKE 02 AUXILLARY SPILLWAY 44+50.00 45+50.00 26.0' 5:1 H:V / 20:1 H:V

SLOUGH 01 0+00.00 27+78.10 20.0' 5:1 H:V

SLOUGH 02 0+00.00 24+35.43 30.0' 5:1 H:V

SLOUGH 03 0+00.00 21+24.68 20.0' 5:1 H:V

DITCH PLUG 01 2+13.34 3+78.04 4+01.04 4+25.80 12.0' 5:1 H:V

DITCH PLUG 01 AUXILLARY SPILLWAYS 3+78.04 4+01.04 13.0' 5:1 H:V / 20:1 H:V

DITCH PLUG 01 5+18.80 6+01.52 12.0' 5:1 H:V

DITCH PLUG 01 10+36.13 12+65.95 12+88.95 16+63.13 12.0' 5:1 H:V

DITCH PLUG 01 AUXILLARY SPILLWAYS 12+65.95 12+88.95 13.0' 5:1 H:V / 20:1 H:V

DITCH PLUG 01 19+73.09 20+86.44 21+09.44 21+61.32 12.0' 5:1 H:V

DITCH PLUG 01 AUXILLARY SPILLWAYS 20+86.44 21+09.44 13.0' 5:1 H:V / 20:1 H:V

DITCH PLUG 02 7+23.64 9+72.87 12.0' 5:1 H:V

DITCH PLUG 02 10+21.69 10+54.03 10+77.10 10+79.37 12.0' 5:1 H:V

DITCH PLUG 02 AUXILLARY SPILLWAYS 10+54.03 10+77.10 13.0' 5:1 H:V / 20:1 H:V

DITCH PLUG 02 19+51.33 19+60.94 19+83.94 20+04.84 12.0' 5:1 H:V

DITCH PLUG 02 AUXILLARY SPILLWAYS 19+60.94 19+83.94 13.0' 5:1 H:V / 20:1 H:V

DITCH PLUG 02 28+30.30 28+33.70 12.0' 5:1 H:V

DITCH PLUG 02 AUXILLARY SPILLWAYS 28+33.70 28+55.60 13.0' 5:1 H:V / 20:1 H:V

DITCH PLUG 02 31+44.76 34+42.15 34+65.15 35+81.10 12.0' 5:1 H:V

DITCH PLUG 02 AUXILLARY SPILLWAYS 34+42.15 34+65.15 13.0' 5:1 H:V / 20:1 H:V

DITCH PLUG 02 36+19.99 39+10.58 12.0' 5:1 H:V

CONTRACTOR TO INSURE

SMOOTH TRANSITION AND

POSITIVE DRAINAGE TO

EXISTING GRADE (TYP.)

MIN. 10.0' BERM

V A

R I E

4.0'

SEE PROFILE FOR

DIKE, CORE AND LLDPE

ELEVATIONS

LIMITS OF DISTURBANCE = VARIES

NATURAL GROUND

LLDPE

CURTAIN

MATERIAL

VARIES

TYPICAL AUXILIARY SECTION VIEW

NTS

CONTRACTOR SHALL ADD

ADDITIONAL 3" (0.25') OF

TOPSOIL FOR CAPPING

SUITABLE

MATERIAL

DESIGN ELEV.

PER PROFILE

A P

P I N

CAPPING ELEV.

LLDPE LINER SEE PROFILE VIEWS

FOR UPPER AND LOWER LIMITS

DIKE BEYOND

TURF REINFORCEMENT MATTING

(SEE PLAN SHEETS FOR PLACEMENT)

TURF REINFORCEMENT MATTING

(SEE PLAN SHEETS FOR PLACEMENT)

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

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ISSUED FOR BID / CONSTRUCTION 06/17/2016

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ORIGINAL DRAWING

0 1"

DATE:

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KILKENNY

9/14/2012

SCALE AS SHOWN

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PROPOSED SLOUGH 01

SLOUGH MIX

HORIZONTAL SCALE: 1" = 500'

5002500 1000 1500

GENERAL NOTES

1. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION CONTROL

PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.

2. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS BETWEEN PROPOSED

AND EXISTING GRADE.

3. SHADED AREAS DEPICTED IN PLAN VIEWS ARE FOR GRAPHICAL

REPRESENTATION ONLY, SEE PROFILES AND TYPICAL CROSS SECTIONS FOR

DETAILED INFORMATION.

4. CONTRACTOR TO DISPOSE OF ALL SPOIL, WAIST AND DEBRIS PER

CONSTRUCTION PLANS AND SPECIFICATIONS

ACCESS SITE

VIA C-4 ROAD

PROPOSED SLOUGH 02

SLOUGH MIX

PROPOSED DIKE 01

DIKE MIX

PROPOSED DITCH PLUG 01

DIKE MIX

PROPOSED DITCH PLUG 02

DIKE MIX

EXISTING DUNBAR ROAD

EXISTING

DUNBAR ROAD

EXISTING

C-3 ROAD

APPROXIMATE

WRP BOUNDARY

APPROXIMATE

WRP BOUNDARY

EXISTING

A-4 ROAD

EXISTING

A-5 ROAD

EXISTING C-2 ROAD

APPROXIMATE

LIMITS OF

DISTURBANCE

(TYP.)

APPROXIMATE

LIMITS OF

DISTURBANCE

(TYP.)

EXISTING INDIAN ROAD

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PROPOSED SLOUGH 03

SLOUGH MIX

PROPOSED DIKE 02

DIKE MIX

PROPOSED WTS 03

SLOUGH MIX AND

PRESCRIBED PLUGS

(TYP.)

PROPOSED WTS 04

SLOUGH MIX AND

PRESCRIBED PLUGS

(TYP.)

PROPOSED WTS 05

SLOUGH MIX AND

PRESCRIBED PLUGS

(TYP.)

PROPOSED WTS 01

SLOUGH MIX AND

PRESCRIBED PLUGS

(TYP.)

PROPOSED WTS 02

SLOUGH MIX AND

PRESCRIBED PLUGS

(TYP.)

PROPOSED

TURBIDITY

CURTAIN

PROPOSED

TURBIDITY

CURTAIN

PROPOSED WCS 01

DIKE MIX AND

PRESCRIBED PLUGS

(TYP.)

PROPOSED WCS 02

DIKE MIX AND

PRESCRIBED PLUGS

(TYP.)

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PROPOSED TEMPORARY STOCKPILE

AREA 1 DIKE MIX

PROPOSED TEMPORARY

STOCKPILE AREA 2 DIKE MIX

EXISTING

A-3 ROAD

PROPOSED TEMPORARY STOCKPILE

AREA 4 DIKE MIX

PROPOSED TEMPORARY STOCKPILE

AREA 3 DIKE MIX

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1 1

6.0'

SEED, FERTILIZE AND MULCH

ACCORDING TO CONSTRUCTION

SPECIFICATION 6 (SEEDING,

SPRIGGING AND MULCHING)

STRUCTURE PIPE

STRUCTURE

WEIR TOP OF FILL TOP OF RISER

BASE

ELEVATION

INVERT

ELEVATION

FIXED WEIR

ELEVATION

NO. OF 4 IN.

BOARDS

NO. OF 6 IN.

BOARDS

PIPE INVERT IN INVERT OUT LENGTH

HEAD

WALL

END WALL TIDE GATE

NORTHING EASTING WEIR LENGTH EL. "A" EL. "B" EL. "C" EL. "D" EL. "F" SIZE QUANTITY MATERIAL EL. "D" NORTHING EASTING EL. "E" NORTHING EASTING LF

WCS 1 715345.49 2811435.97 20.0' 2.50 1.75 -2.00 -1.50 0.95 2 2 24" 1 HDPE - S -1.50 715345.80 2811438.19 -2.00 715351.08 2811476.58 40 NO NO NO

WCS 2 715189.06 2817397.39 20.0' 2.75 2.15 -1.50 -1.00 1.5 2 2 24" 1 HDPE - S -1.00 715187.14 2817397.73 -1.50 715148.91 2817402.71 40 NO NO NO

BAR IS ONE INCH ON

ORIGINAL DRAWING

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HDPE TYPE "S"

AASHTO M 294

ALUMINUM FLASHBOARDS

1/4" STAINLESS STEEL PLATES

DRILLED W/ 1 1/2" HOLE FOR

LOCKING ROD (TYP.)

10 Ga. ALUMINUM GUIDE CHANNEL

BUTYL-SEALANT GASKET (TYP.)

INTERNAL STEEL AND LIFTING

HOOKS SHALL BE DESIGNED BY

A NORTH CAROLINA REGISTERED

PROFESSIONAL ENGINEER

TOP

FRONT RIGHT

ORTHOGRAPHIC VIEW

10 Ga. ALUMINUM GUIDE CHANNEL

BUTYL-SEALANT GASKET (TYP.)

LOCKING EYE BOTH SIDES

STRUCTURAL CONCRETE

LOCKING ROD PLAN VIEW

NTS.

FLATTEN END AND DRILL

2" HOLE.

LENGTH VARIES

TO FIT STRUCTURE.

TWO LIFTING HOOKS PER

STRUCTURE. LENGTH OF LIFTING

HOOKS ADEQUATE TO REACH BOTTOM

STOPLOG.

V A

R I E

1' - 0"

1/2'"

ROUND

BAR

3/4" ALUMINUM ROD

1/2" ROUND BAR WELDED TO

TUBULAR ALUM. AS SHOWN (2

REQ'D PER STOPLOG).

NOTE: CONTRACTOR SHALL FURNISH,

FABRICATE, AND INSTALL STOPLOGS TO

BE FABRICATED FROM

" TUBULAR

ALUMINUM. LENGTH OF STOPLOGS

SHALL BE 1/2" LESS THAN DISTANCE

BETWEEN CHANNELS.

REAR WALL OF RISER SHALL BE

FLUSH WITH DITCH PLUG SLOPE

VARIABLE MIN. 5:1

WRAP NON-WOVEN GEOTEXTILE AROUND

PIPE AT ALL PIPE JOINTS.

(MIN. 1.0' OVERLAP BOTH SIDES)

2.0', #57 STONE

BEDDING

DEPTH OF CONCRETE BASE 0.5'

MINIMUM, TO BE DESIGNED BY

PRECAST ENGINEER.

(EL. "C" - EL. "D")

PIPE-TO-MANHOLE

CONNECTOR BOOT

PER FABRICATION ENGINEER

AND GROUTED IN PLACE PER

SPECIFICATIONS. (BOTH SIDES)

GEOTEXTILE

TOP OF FILL EL.

"A" = CONSTRUCTED

LEGEND OF TABLE

DIM. "AA" = INSIDE RISER WIDTH

DIM. "BB" = INSIDE RISER LENGTH

EL. "A" = TOP OF FILL OVER STRUCTURE

EL. "B" = TOP OF RISER

EL. "C" = BOTTOM OF CONCRETE

EL. "D" = UPPER INVERT OF PIPE

EL. "E" = LOWER INVERT OF PIPE

EL. "F" = PERMANENT WEIR

L = LENGTH OF PIPE

FLOW

CONCRETE FLASH

BOARD RISER

TOP OF RISER EL. "B" =

1 1/2" HOLE FOR

LOCKING ROD

"L"= LENGTH OF PIPE

STOPLOG LIFTING HOOK DETAIL

NTS

TYPICAL SECTION OF WATER CONTROL

STRUCTURE LOCATION

NTS

2 LF (TYP)

STANDARD ALUMINUM STOPLOG DETAIL

NTS

NOTE:

ALL DIMENSIONS SHOWN ARE MINIMUM.

P. E. SHALL SIZE STRUCTURES IN

ACCORDANCE WITH THEIR CALCULATIONS.

COMPACTED BACK FILL TO

TIE TO SUITABLE MINERAL

SOILS. (DEPTH VARIES)

"BB"

"AA"

EL. "B" TOP RISER

EL. "F" TOP WEIR

INTERNAL STEEL AND LIFTING HOOKS

SHALL BE DESIGNED BY A NORTH

CAROLINA REGISTERED PROFESSIONAL

ENGINEER

LOCKING EYE DETAIL BOTH SIDES

NTS

TYPICAL STRUCTURE OUTLET SWALE

(NTS.)

EL. "F" = PERMANENT WEIR

EL."E" = OUTLET

CONTRACTOR SHALL

GRADE OUTLET TO DRAIN

CONCRETE BASE EL. "C"

EL. "D" = INVERT OUT

TURF REINFORCEMENT

MATTING AND HERBACEOUS

SLOPE PROTECTION

(SEE NOTE BELOW AND

SHEET 40)

EQUILATERAL ORIENTED

POLYPROPYLENE GEOGRID

TURF REINFORCEMENT MATTING

AND HERBACEOUS SLOPE

PROTECTION (SEE NOTE BELOW AND SHEET 40)

RISER RUBBER BOOT GASKET

PER FABRICATION ENGINEER

AND GROUTED IN PLACE (BOTH SIDES)

FABRICATION NOTES:

1. THE PLANS FOR PRECAST UNITS SHALL BE DRAWINGS AND CALCULATION SHEETS

FURNISHED BY THE CONTRACTOR FOR APPROVAL BY THE ENGINEER. THESE DRAWINGS

AND CALCULATIONS SHALL SHOW COMPLETE DESIGN, INSTALLATION, STRUCTURAL

LOADING, FOUNDATION, AND CONSTRUCTION INFORMATION IN SUCH DETAIL AS TO

ENABLE THE ENGINEER TO DETERMINE THE ADEQUACY OF THE PROPOSED UNITS FOR

THE INTENDED PURPOSE. DETAILS OF THE STEEL REINFORCEMENT SIZE AND PLACEMENT

SHALL BE INCLUDED. THE DRAWINGS SHALL ALSO INCLUDE A SCHEDULE WHICH WILL LIST

THE SIZE AND TYPE OF PRECAST UNIT AT EACH LOCATION WHERE THE UNITS ARE TO BE

USED. DRAWINGS SHALL BE CERTIFIED BY A NORTH CAROLINA REGISTERED

PROFESSIONAL ENGINEER. THESE DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER

SIX (6) WEEKS PRIOR TO THE PRECAST UNITS BEING INSTALLED FOR APPROVAL. THE

PRECAST UNITS SHALL BE PRODUCED IN ACCORDANCE WITH THE APPROVED DRAWINGS.

2. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD FIT AND VERIFY ALL COMPONENTS TO

INSURE PROPER FIT AND SIZE. ANY COMPONENT THAT DOES NOT CONFORM TO THE SHOP

DRAWINGS OR THAT DOES NOT FIT PROPERLY WILL NEED TO BE RE-MANUFACTURED AT

THE CONTRACTORS OWN EXPENSE.

3. TOLERANCE SHALL BE ± 1/4" FROM APPROVED SHOP DRAWINGS.

4. THE FABRICATION ENGINEER IS TO CERTIFY THAT UNITS ARE BUILT IN ACCORDANCE WITH

SHOP DRAWINGS. FABRICATION ENGINEER, REGISTERED PROFESSIONAL ENGINEER IN

THE STATE OF NORTH CAROLINA, SHALL SEND A SEALED CERTIFICATION LETTER TO NRCS

UPON PRODUCT DELIVERY ONSITE THAT PRECAST UNITS MEET OR EXCEED THE

APPROVED SHOP DRAWINGS.

CONTRACTOR SHALL ENSURE

PROPER FOUNDATION IN

ACCORDANCE WITH

FABRICATION ENGINEER

REQUIREMENTS

CONCRETE FLASHBOARD RISER DETAIL

NTS

L L D

P E

LLDPE PIPE PENETRATION PER SPECIFICATIONS AND

MANUFACTURERS RECOMMENDATIONS. CONTRACTOR

SHALL SUBMIT TO PROJECT ENGINEER PLANNED

PENETRATION METHOD IN WCS / WTS APPROVAL SUBMITTAL

HERBACEOUS PLANTING NOTES

1. PLUGS FOR WATER CONTROL STRUCTURES BID ITEM #10 SHALL BE INSTALLED AS

SHOWN ON THE CONSTRUCTION DRAWINGS. THE PLUGS SHALL HAVE A BOUNDARY AS

FOLLOWS.

UPSTREAM LIMITS

1.1. UPPER LIMIT - ELEVATION OF 0.5 FEET ABOVE WATER CONTROL STRUCTURE

1.2. LOWER LIMIT - ELEVATION OF 0.5 FEET BELOW THE FIX PLATE.

1.3. LEFT - RIGHT LIMIT - 15 FT FROM THE EDGE OF THE WATER CONTROL STRUCTURE.

1.4. FIRST ROW - THE FIRST ROW IN ALL DIRECTIONS SHALL BEGIN 6 INCHES FROM THE

EDGE OF THE WATER CONTROL STRUCTURE.

DOWNSTREAM LIMITS

1.5. UPPER LIMIT - ELEVATION OF 0.5 FEET ABOVE WATER CONTROL STRUCTURE

1.6. LOWER LIMITS - INVERT OF PIPE

1.7. LEFT - RIGHT LIMIT - 15 FT FROM THE EDGE OF THE WATER CONTROL STRUCTURE

1.8. FIRST ROW - THE FIRST ROW OF PLUGS IN ALL DIRECTIONS SHALL BEGIN 6 INCHES

FROM THE EDGE OF THE WATER CONTROL STRUCTURE

SEE INDIVIDUAL PLAN AND PROFILE

SHEETS FOR LLDPE INSTALLATION

LOCATION AND DEPTH

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TURF REINFORCEMENT MATTING

(SEE SHEET 40)

ISSUED FOR BID / CONSTRUCTION 06/17/2016

CONCRETE CENTER

SUPPORT ONLY FOR

STRUCTURES WIDER

THAN 5 FOOT

CENTER SUPPORT MIN. 8" X 12"

U CHANNEL SHALL BE TABBED

AND TIED TO RE-BAR ON

VERTICAL SUPPORTS. RE-BAR

SHALL RUN THROUGH THE

ENTIRETY OF THE CENTER

SUPPORT

PIPE-TO-MANHOLE

CONNECTOR BOOT

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S U

O N

S T

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C T

I O

J D

PONDING HEIGHT

FLOW

24" MIN.

STEEL

TRENCH DETAIL

FILTER FABRIC SHALL BE IN ACCORDANCE

WITH CONSTRUCTION SPECIFICATIONS

STEEL POST

5 FT. POST LENGTH (MIN.), 1.25 LBS./FT. WEIGHT

(MIN.) 1-3/8 INCHES WIDE (MIN.), 14 SQUARE

INCHES ANCHOR PLATE SURFACE AREA (MIN.)

MAX. SEDIMENT LEVEL 0.25 FT.

36" MIN.

ATTACH FABRIC TO POSTS IN

ACCORDANCE WITH CONSTRUCTION

SPECIFICATIONS

NOTE:

1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.

2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN

NECESSARY. 0.5 FT. MAXIMUM RECOMMENDED STORAGE HEIGHT.

3. REMOVED SEDIMENT SHALL BE DEPOSITED IN SPOIL AREA AS SHOWN ON CONSTRUCTION

DRAWINGS.

4"X8" TRENCH WITH

COMPACTED BACKFILL

8' MAXIMUM SPACING WITH WIRE

SUPPORT FENCE; 6' MAXIMUM SPACING

WITHOUT WIRE SUPPORT FENCE

ATTACH FILTER FABRIC

SECURELY TO UPSTREAM

SIDE OF POST

30.0' MIN.

PLAN VIEW

SILT FENCE

STOCKPILE

" H.G.

BALLAST CHAIN

FOR WEIGHT

FLOTATION

CHAIN TENSIONED THROUGH

S.S. STRESS PLATES, VIA

HOOK AND RING CONNECTION

ANCHOR POINTS

CURTAIN MEMBRANE

ANCHOR POINTS

" GAL

CABLE

CHANNEL BOTTOM

FLOW DIRECTION

CHANNEL BANK

TURBIDITY CURTAIN

EXTENDS TO BOTTOM

OF CHANNEL

ANCHOR POINTS

SECTION VIEW

PLAN VIEW

NOTE: INSTALL AND MAINTAIN TURBIDITY CURTAIN IN ACCORDANCE WITH MANUFACTURE'S

SPECIFICATIONS. CONTRACTOR SHALL SUBMIT TO ENGINEER THE PRODUCT CUT SHEET,

INSTALLATION SPECIFICATIONS, AS WELL AS A MAINTENANCE PLAN/SCHEDULE FOR REVIEW

AND CONCURRENCE. ANCHORING STRUCTURES SHALL BE CONSTRUCTED AND/OR

INSTALLED PER MANUFACTURE'S RECOMMENDATIONS FOR PROPER LATERAL FORCE

REQUIREMENTS.

LLDPE CURTAIN TYPICAL INSTALLATION

WITH EARTHFILL AREA GRADING TYPE "B"

(NTS.)

TYPICAL KEY

2.0' OF CURTAIN, 3.0' WIDE TRENCH.

PROPOSED GRADE

LLDPE CURTAIN

EXISTING GRADE

BOTTOM CURTAIN PER PROFILE

TOP CURTAIN PER PROFILE

TYPICAL CROSS-SECTION FOR

SPLICING LLDPE CURTAIN

(NTS.)

SIX INCH (6") WIDE

TWO FACE TAPE (TYP.)

TWO (2) FOOT OVERLAP

L L

D P

E L

L D

P E

L L

D P

E L

L D

P E

END OF SHEET

6" TWO FACE TAPE

END OF SHEET

6" TWO FACE TAPE

NOTES:

1. SEEDING AND MULCH SHALL BE INSTALLED PRIOR TO INSTALLATION OF EROSION

CONTROL MATTING.

2. MATTING SHALL BE PLACED LOOSELY AND IN FULL CONTACT WITH THE SOIL.

3. THE CONTRACTOR SHALL UNROLL THE COIR FIBER MATTING ALONG THE SLOPE

FACE ANCHORING THE BLANKET ON THE UPSTREAM SIDE, TERMINATING EDGES

BY 'KEYING' THE BLANKET A MINIMUM OF ONE (1) FOOT INTO THE EXISTING

GROUND. MATTING SHALL BE 'KEYED' INTO GROUND ONE (1) FOOT ON THE TOP

AND BOTTOM OF SLOPES. BEGIN AT THE TOP OF THE SLOPE AND ANCHOR FIBER

MATTING IN A 12" DEEP INITIAL ANCHOR TRENCH. BACKFILL TRENCH AND TAMP

EARTH FIRMLY. ANCHOR, FILL, AND COMPACT END OF FIBER MATTING IN 12"X48"

TERMINAL ANCHOR TRENCH (MIRROR IMAGE OF INITIAL TRENCH).

4. BLANKET EDGES (BLANKET SIDE BY SIDE AT A GIVEN ELEVATION) SHALL

OVERLAP APPROXIMATELY SIX (6) INCHES, WITH THE UPSTREAM BLANKET ON

TOP. STAKES SHALL STRADDLE THE EDGES OF THE BLANKET ON TOP AND THE

UNDERLYING BLANKET. BLANKET ENDS (BLANKETS ENDING UPSLOPE FROM

DOWN SLOPE BLANKETS) SHALL OVERLAP APPROXIMATELY SIX (6) INCHES WITH

THE UPSLOPE BLANKET OVER THE DOWN SLOPE BLANKET.

5. THE OVERLAPPING AREA AND TERMINATION AREA SHALL BE SECURED WITH

STAKES SPACED AT A MINIMUM OF ONE (1) STAKE EVERY TWO (2) LINEAR FEET

ON CENTER. IN ADDITION TO THE STAKES LOCATED AT THE OVERLAPPING AND

TERMINATION AREA, STAKE MATTING AT A MINIMUM RATE OF TWO (2) PER

SQUARE YARD. AS SHOWN ON THE TYPICAL DETAIL ON THE CONSTRUCTION

DRAWINGS.

6. ALL STAKES FOR SECURING MATTING SHALL BE 24”X2”X4” WOODEN “WEDGE”

STAKES.

4 FT

12 IN

EROSION CONTROL MAT (ECM) DETAIL

(NTS)

24 IN

TERMINATION AREA

OVERLAPPING AREA

(TYP.)

1.5' 1.8' 1.8'

3.0' 3.0'1.5'

TERMINATION AREA

EROSION CONTROL MATTING STAKING DIAGRAM

(NTS)

LLDPE CURTAIN TYPICAL INSTALLATION

WITH EARTHFILL AREA GRADING TYPE "A"

(NTS.)

TYPICAL KEY

2.0' OF CURTAIN, 3.0' WIDE TRENCH.

PROPOSED GRADE

LLDPE CURTAIN

EXISTING GRADE

CONTRACTOR SHALL BACKFILL

AND MATCH SLOPE TO EXISTING

GRADE PER AREA GRADING TYPE "A"

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

DATE:

PROJ:

DWG:

VERIFY SCALE

SCALE AS SHOWN

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CN-101

SHEET: of 41

KILKENNY

9/14/2012

D S

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T I O

N A

P V

D B

Y D

A T

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H J D

H S

D L

T L R

J D

I S

S U

O N

S T

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C T

I O

J D

D A

T E

NTS

SILT FENCE

TURBIDITY CURTAIN DETAILS

NTS

LLDPE SPLICING NOTES

CHANGES TO THE SPLICING METHODOLOGY MAY BE SUBMITTED FOR REVIEW TO THE PROJECT

ENGINEER WHEN CONTRACTOR SUBMITS THE LLDPE MATERIAL SPEC. SHEET. PER THE CONTRACT

SPECIFICATIONS SPLICING SHOWN IS THE MINIMUM ALLOWED, IF THE MANUFACTURER HAS A MORE

PREFERRED METHOD THE NRCS PROJECT ENGINEER WILL CONSIDER IT.

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ISSUED FOR BID / CONSTRUCTION 06/17/2016

I S

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BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

DATE:

PROJ:

DWG:

VERIFY SCALE

SCALE AS SHOWN

W E

T L

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D S

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CN-101

SHEET: of 41

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DIKE 01

NO. SYMBOL LENGTH RADIUS DIRECTION START STA. END STA. START NORTHING START EASTING END NORTHING END EASTING

1 L1 2,518.28

N82° 21' 10.60"E 0+00.00' 25+18.28' 712,670.97 2,809,173.30 713,006.08 2,811,669.18

2 C1 157.41 100.00 25+18.28' 26+75.68' 713,006.08 2,811,669.18 713,118.82 2,811,754.94

3 L2 4,448.73

N7° 50' 02.02"W 26+75.68' 71+24.42' 713,118.82 2,811,754.94 717,526.04 2,811,148.57

DIKE 2

NO. SYMBOL LENGTH RADIUS DIRECTION START STA. END STA. START NORTHING START EASTING END NORTHING END EASTING

1 L3 1,708.57

N81° 33' 17.26"E 0+00.00' 17+08.57' 717,571.91 2,816,788.00 717,822.83 2,818,478.05

2 C2 315.65 200.00 17+08.57' 20+24.23' 717,822.83 2,818,478.05 717,652.90 2,818,705.47

3 L4 2,061.12

S8° 01' 02.14"E 20+24.23' 40+85.35' 717,652.90 2,818,705.47 715,611.92 2,818,992.93

4 C3 313.15 200.00 40+85.35' 43+98.49' 715,611.92 2,818,992.93 715,386.13 2,818,823.78

5 L5 1,723.98

S81° 41' 33.84"W 43+98.49' 61+22.47' 715,386.13 2,818,823.78 715,137.04 2,817,117.90

SLOUGH 1

NO. SYMBOL LENGTH RADIUS DIRECTION START STA. END STA. START NORTHING START EASTING END NORTHING END EASTING

1 L6 193.45 S85° 24' 32.97"E 0+00.00' 1+93.45' 714,726.49 2,809,051.21 714,711.00

2,809,244.04

2 C4 71.41 50.00 1+93.45' 2+64.86' 714,711.00 2,809,244.04 714,749.80

2,809,296.81

3 L7 11.15 N12° 45' 21.71"E 2+64.86' 2+76.02' 714,749.80 2,809,296.81 714,760.68

2,809,299.27

4 C5 91.16 75.00 2+76.02' 3+67.18' 714,760.68 2,809,299.27 714,818.46 2,809,362.50

5 L8 106.27 N82° 24' 02.05"E 3+67.18' 4+73.45' 714,818.46 2,809,362.50 714,832.52 2,809,467.83

6 C6 75.23 75.00 4+73.45' 5+48.68' 714,832.52 2,809,467.83 714,806.52 2,809,535.09

7 L9 36.37 S40° 07' 52.15"E 5+48.68' 5+85.05' 714,806.52 2,809,535.09 714,778.71 2,809,558.54

8 C7 75.23 75.00 5+85.05' 6+60.27' 714,778.71 2,809,558.54 714,752.71 2,809,625.80

9 L10 106.27 N82° 24' 02.05"E 6+60.27' 7+66.54' 714,752.71 2,809,625.80 714,766.76

2,809,731.13

10 C8 91.16 75.00 7+66.54' 8+57.71' 714,766.76 2,809,731.13 714,824.54

2,809,794.36

11 L11 2.32 N12° 45' 21.71"E 8+57.71' 8+60.03' 714,824.54 2,809,794.36 714,826.81

2,809,794.88

12 C9 91.16 75.00 8+60.03' 9+51.19' 714,826.81 2,809,794.88 714,884.59 2,809,858.11

13 L12 106.27 N82° 24' 02.05"E 9+51.19' 10+57.46' 714,884.59 2,809,858.11 714,898.64 2,809,963.44

14 C10 75.23 75.00 10+57.46' 11+32.69' 714,898.64 2,809,963.44 714,872.64 2,810,030.70

15 L13 36.37 S40° 07' 52.15"E 11+32.69' 11+69.06' 714,872.64 2,810,030.70 714,844.83 2,810,054.15

16 C11 75.23 75.00 11+69.06' 12+44.28' 714,844.83 2,810,054.15 714,818.83 2,810,121.41

17 L14 106.27 N82° 24' 02.05"E 12+44.28' 13+50.55' 714,818.83 2,810,121.41 714,832.88

2,810,226.74

18 C12 91.16 75.00 13+50.55' 14+41.72' 714,832.88 2,810,226.74 714,890.66

2,810,289.97

19 L15 2.32 N12° 45' 21.71"E 14+41.72' 14+44.04' 714,890.66 2,810,289.97 714,892.93

2,810,290.49

20 C13 91.16 75.00 14+44.04' 15+35.20' 714,892.93 2,810,290.49 714,950.71 2,810,353.72

21 L16 106.27 N82° 24' 02.05"E 15+35.20' 16+41.47' 714,950.71 2,810,353.72 714,964.76 2,810,459.05

22 C14 75.23 75.00 16+41.47' 17+16.70' 714,964.76 2,810,459.05 714,938.76 2,810,526.31

23 L17 36.37 S40° 07' 52.15"E 17+16.70' 17+53.07' 714,938.76 2,810,526.31 714,910.95 2,810,549.75

24 C15 75.23 75.00 17+53.07' 18+28.29' 714,910.95 2,810,549.75 714,884.95 2,810,617.02

25 L18 106.27 N82° 24' 02.05"E 18+28.29' 19+34.56' 714,884.95 2,810,617.02 714,899.01

2,810,722.35

26 C16 91.16 75.00 19+34.56' 20+25.73' 714,899.01 2,810,722.35 714,956.79

2,810,785.58

27 L19 2.32 N12° 45' 21.71"E 20+25.73' 20+28.05' 714,956.79 2,810,785.58 714,959.05

2,810,786.09

28 C17 91.16 75.00 20+28.05' 21+19.21' 714,959.05 2,810,786.09 715,016.83 2,810,849.32

29 L20 106.27 N82° 24' 02.05"E 21+19.21' 22+25.48' 715,016.83 2,810,849.32 715,030.89 2,810,954.66

30 C18 75.23 75.00 22+25.48' 23+00.71' 715,030.89 2,810,954.66 715,004.89 2,811,021.92

31 L21 36.37 S40° 07' 52.15"E 23+00.71' 23+37.08' 715,004.89 2,811,021.92 714,977.08 2,811,045.36

32 C19 75.23 75.00 23+37.08' 24+12.30' 714,977.08 2,811,045.36 714,951.08 2,811,112.62

33 L22 106.27 N82° 24' 02.05"E 24+12.30' 25+18.57' 714,951.08 2,811,112.62 714,965.13

2,811,217.96

34 C20 91.16 75.00 25+18.57' 26+09.74' 714,965.13 2,811,217.96 715,022.91

2,811,281.19

35 L23 9.85 N12° 45' 21.71"E 26+09.74' 26+19.58' 715,022.91 2,811,281.19 715,032.51 2,811,283.36

36 C21 80.18 50.00 26+19.58' 26+99.77' 715,032.51 2,811,283.36 715,069.85 2,811,344.77

37 L24 97.85 S75° 21' 36.82"E 26+99.77' 27+97.61' 715,069.85 2,811,344.77 715,045.12 2,811,439.44

SLOUGH 02

NO. SYMBOL LENGTH RADIUS DIRECTION START STA. END STA. START NORTHING START EASTING END NORTHING END EASTING

1 L25 225.76 N76° 28' 55.76"E 0+00.00' 2+25.76' 712,941.39 2,809,276.74 712,994.16 2,809,496.25

2 C22 44.01 150.00 2+25.76' 2+69.77' 712,994.16 2,809,496.25 712,998.07 2,809,539.92

3 L26 209.31 S86° 42' 26.19"E 2+69.77' 4+79.08' 712,998.07 2,809,539.92 712,986.05 2,809,748.89

4 C23 59.26 150.00 4+79.08' 5+38.34' 712,986.05 2,809,748.89 712,994.27 2,809,807.19

5 L27 188.37 N70° 39' 27.95"E 5+38.34' 7+26.71' 712,994.27 2,809,807.19 713,056.66 2,809,984.93

6 C24 59.26 150.00 7+26.71' 7+85.97' 713,056.66 2,809,984.93 713,064.88 2,810,043.22

7 L28 201.46 S86° 42' 26.19"E 7+85.97' 9+87.43' 713,064.88 2,810,043.22 713,053.30 2,810,244.35

8 C25 59.26 150.00 9+87.43' 10+46.69' 713,053.30 2,810,244.35 713,061.52 2,810,302.64

9 L29 188.37 N70° 39' 27.95"E 10+46.69' 12+35.06' 713,061.52 2,810,302.64 713,123.91 2,810,480.38

10 C26 59.26 150.00 12+35.06' 12+94.32' 713,123.91 2,810,480.38 713,132.13 2,810,538.68

11 L30 201.46 S86° 42' 26.19"E 12+94.32' 14+95.77' 713,132.13 2,810,538.68 713,120.56 2,810,739.80

12 C27 59.26 150.00 14+95.77' 15+55.03' 713,120.56 2,810,739.80 713,128.78 2,810,798.10

13 L31 188.37 N70° 39' 27.95"E 15+55.03' 17+43.40' 713,128.78 2,810,798.10 713,191.17 2,810,975.84

14 C28 59.26 150.00 17+43.40' 18+02.66' 713,191.17 2,810,975.84 713,199.39 2,811,034.14

15 L32 201.46 S86° 42' 26.19"E 18+02.66' 20+04.11' 713,199.39 2,811,034.14 713,187.82 2,811,235.26

16 C29 59.26 150.00 20+04.11' 20+63.37' 713,187.82 2,811,235.26 713,196.04 2,811,293.55

17 L33 194.13 N70° 39' 27.95"E 20+63.37' 22+57.50' 713,196.04 2,811,293.55 713,260.34 2,811,476.73

18 C30 59.80 150.00 22+57.50' 23+17.31' 713,260.34 2,811,476.73 713,268.52 2,811,535.57

19 L34 149.84 S86° 29' 58.11"E 23+17.31' 24+67.14' 713,268.52 2,811,535.57 713,259.37 2,811,685.13

SLOUGH 3

NO. SYMBOL LENGTH RADIUS DIRECTION START STA. END STA. START NORTHING START EASTING END NORTHING END EASTING

1 L35 11.84 N3° 51' 54.36"W 0+00.00' 0+11.84' 715,204.77 2,817,394.55 715,216.58 2,817,393.75

2 C31 406.81 355.00 0+11.84' 4+18.66' 715,216.58 2,817,393.75 715,553.36 2,817,580.15

3 L36 14.97 N61° 47' 35.45"E 4+18.66' 4+33.62' 715,553.36 2,817,580.15 715,560.43 2,817,593.34

4 C32 221.95 350.00 4+33.62' 6+55.57' 715,560.43 2,817,593.34 715,598.48 2,817,808.25

5 L37 131.69 S81° 52' 24.39"E 6+55.57' 7+87.26' 715,598.48 2,817,808.25 715,579.86 2,817,938.61

6 C33 300.72 450.00 7+87.26' 10+87.98' 715,579.86 2,817,938.61 715,636.27 2,818,228.33

7 L38 44.04 N59° 50' 14.89"E 10+87.98' 11+32.02' 715,636.27 2,818,228.33 715,658.40 2,818,266.41

8 C34 254.82 450.00 11+32.02' 13+86.84' 715,658.40 2,818,266.41 715,840.43 2,818,439.85

9 L39 162.26 N27° 23' 35.27"E 13+86.84' 15+49.10' 715,840.43 2,818,439.85 715,984.50 2,818,514.50

10 C35 83.77 450.00 15+49.10' 16+32.87' 715,984.50 2,818,514.50 716,054.87 2,818,559.73

11 L40 124.87 N38° 03' 33.54"E 16+32.87' 17+57.74' 716,054.87 2,818,559.73 716,153.19 2,818,636.70

12 C36 330.90 450.00 17+57.74' 20+88.64' 716,153.19 2,818,636.70 716,462.56 2,818,731.25

13 L41 41.34 N4° 04' 21.61"W 20+88.64' 21+29.99' 716,462.56 2,818,731.25 716,503.80 2,818,728.31

DITCH PLUG 01

NO. SYMBOL LENGTH RADIUS DIRECTION START STA. END STA. START NORTHING START EASTING END NORTHING END EASTING

1 L42 264.62 S50° 16' 57.17"E 0+00.00' 2+64.62'

718,064.45 2,811,935.79 717,895.36 2,812,139.34

2 C37 37.90 75.00 2+64.62' 3+02.51'

717,895.36 2,812,139.34 717,879.37 2,812,173.25

3 L43

1,605.47

S79° 13' 56.99"E 3+02.51' 19+07.98'

717,879.37 2,812,173.25 717,579.43 2,813,750.45

4 C38 125.22 75.00 19+07.98' 20+33.20'

717,579.43 2,813,750.45 717,484.54 2,813,808.37

5 L44 145.39 S16° 25' 48.20"W 20+33.20' 21+78.59'

717,484.54 2,813,808.37 717,345.09 2,813,767.25

DITCH PLUG 2

NO. SYMBOL LENGTH RADIUS DIRECTION START STA. END STA. START NORTHING START EASTING END NORTHING END EASTING

1 L45 1,071.98

S78° 29' 54.92"E 0+00.00' 10+71.98' 717,528.40 2,813,919.04 717,314.66 2,814,969.49

2 L46 925.26 S79° 14' 06.87"E 10+71.98' 19+97.23' 717,314.66 2,814,969.49 717,141.84 2,815,878.47

3 L47 731.87 S78° 36' 50.67"E 19+97.23' 27+29.10' 717,141.84 2,815,878.47 716,997.36 2,816,595.93

4 C39 247.40 200.00 27+29.10' 29+76.50' 716,997.36 2,816,595.93 716,828.23 2,816,754.63

5 L48 791.56 S7° 44' 21.83"E 29+76.50' 37+68.06' 716,828.23 2,816,754.63 716,043.88 2,816,861.23

CONTROL POINTS

POINT NORTHING EASTING ELEVATION DESCRIPTION NOTES

717,514.32 2,811,140.32

7.33 BASE

NC 3200 GRID, LOCATED AT CORNER OF DUNBAR & A4

712,659.92 2,809,276.82

5.56 IP 3 AVERAGE LOCAL GRID: LOCATED ALONG A3 CANAL

715,088.43 2,811,561.45

4.80 IP 2 AVERAGE LOCAL GRID: LOCATED ALONG A4 CANAL

715,140.33 2,817,928.58

4.33 IP 5 AVERAGE LOCAL GRID: LOCATED ALONG C3 CANAL

717,691.91 2,816,790.04

5.30 IP 4 AVERAGE LOCAL GRID: LOCATED ALONG C2 CANAL

716,771.04 2,822,699.68

12.52 POLE AT SANDPIT LOCAL GRID: EXISTING BASE POLE LOCATED IN SAND PIT

ISSUED FOR BID / CONSTRUCTION 06/17/2016

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35 WATER TRANSFER STRUCTURES

36 WATER TRANSFER STRUCTURE DETAILS

37 DETAILS AND TYPICAL SECTION

38 PLANTING PLAN

39 DETAILS

40 DETAILS

41 STAKEOUT TABLES

File details come from the government source that posted it. Updated Nov 14, 2017.