PLANS_Manatee Offloading.pdf

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\M H

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MANATEE HARBOR DMMA

WASHINGTON PARK

W912EP-20-B-0006

JACKSONVILLE DISTRICT

S T A T E O F F L O R I D A

N

GENERAL

SHEET INDEX

G-01

G-02

G-03

G-04

G-05

C-01

CIVIL

SHEET TITLESHEET ID

MANATEE COUNTY

MANATEE HARBOR DMMA

TRUCK ROUTE

HAUL ROAD PLAN AND PROFILE

C-02 ENTRANCE ROAD PLAN AND PROFILEMANATEE COUNTY, FLORIDA

MANATEE HARBOR DMMA OFFLOADING 2020

C-03

C-04

C-05

C-06

HAUL ROAD GRADING PLAN

CROSS SECTIONS

TERMS AND ABBREVIATIONS, GENERAL SYMBOLOGY, AND TABLE OF CONTENTS

FILL LAYOUT

WASHINGTON PARK PLACEMENT SITE OVERVIEW

of Engineers

US Army Corps

SOLICITATION NO.:

COVER AND SHEET INDEX

T A M P A B A Y

HAUL ROAD GRADING PLAN

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FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

M-511

DRAWING WHERE SHOWN

SMALL CONDITIONS DETAIL INDICATOR

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

DRAWING WHERE SHOWN

DETAIL BOUNDRY

A-302

DRAWING WHERE SHOWN

S-706

OBJECT REFERENCED

DRAWING WHERE SHOWN

VIEWING PLANE

CUTTING PLANE LINE

DRAWING SET TABLE OF CONTENTS

TERMS AND ABBREVIATIONS

REFERENCE SYMBOL KEY

REDUCED TO FIT

REDUCED TO FIT

REDUCED TO FIT REDUCED TO FIT

REDUCED TO FIT

14 14OR

REDUCED TO FIT

OUT IN DETAIL

LOCATION CALLED

C4C4

D7

G3 F5

IDENTIFICATION

GRAPHIC SCALE

IDENTIFICATION

IDENTIFICATION

IDENTIFICATION

IDENTIFICATION

DRAWING AREA TITLE

IDENTIFICATION

DRAWING AREA TITLE WITH ASYMMETRICAL SCALES

PROJECT LEGEND

DRAWING AREA TITLE

C-21

DIKE CROSS SECTION STA 2+30 TO STA 5+43

100' 200'0

GRAPHIC SCALE

10' 20'0100' 200'0

ELEVATION AND LOCATION

CB-JH99-22

49.5

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

UPLAND DISPOSAL AREA

MONUMENT LOCATED OFF THE PAGE

HORIZONTAL AND VERTICAL CONTROL

EXISTING GROUND

FILTER FABRIC

SILT FENCE

AND LOCATION

SURFACE SAMPLE DESIGNATION

SEEDING

ABBREVIATIONS

ELEVATION (FEET)

MLLW

STA.

MEAN LOWER LOW WATER

POINT OF INTERSECTION

STATION

EL. / ELEV.

S. SOUTH

NO. NUMBER

N. NORTH

NOT TO SCALEN.T.S.

HORIZONTAL

E. EAST

CENTERLINE

APPROX. APPROXIMATE

W. WEST

VERTICALVERT.

HORIZ.

FEET/FOOT

NAD83

NAVD88

NORTH AMERICAN DATUM OF 1983

NORTH AMERICAN VERTICAL DATUM OF 1988

DWG. DRAWING

C/L

FT.

MEG MERGE TO EXISTING GROUND

AGG. AGGREGATE

PI

PC POINT OF CURVATURE

POINT OF TANGENCYPT

RP RADIUS POINT

VPI. VERTICAL POINT OF INTERSECTION

CONTROL MONUMENT

HORIZONTAL

CONTROL MONUMENT

VERTICAL

C - CIVIL

G - GENERAL

C-506 C-506

KEYNOTE INDICATOR

GENERAL NOTES17-019 SURVEY NOTES

SURVEY FEET

8. ALL POSITIONS AND ELEVATIONS ARE EXPRESSED IN THE UNITS OF U.S.

2016 THROUGH JANUARY 13TH, 2017.

7. THE FIELDWORK FOR THIS SURVEY WAS CONDUCTED FROM DECEMBER 19TH,

SYSTEM, FLORIDA WEST ZONE.

DATUM OF 1983, REALIZATION OF 2011, NAD83(2011), STATE PLANE COORDINATE

6. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH AMERICAN

OF 1988 (NAVD88).

5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM

THE FENCE LINE SURROUNDING THE UTILITIES.

THE PROPERTY WAS NOT OBTAINED. THE DATA COLLECTED TERMINATES AT

4. ACCESS TO THE SANITARY PUMP STATION IN THE NORTHWEST CORNER OF

THE OVERGROWN PORTIONS.

PIPE CULVERTS, A SCHOOL BUS AND SPOIL PILES WERE ENCOUNTERED WITHIN

3. IN THE SOUTHEAST CORNER OF THE PROPERTY; ABANDONED CONCRETE

695" AND "SEMINOLE".

DERIVED FROM DIFFERENTIAL LEVELING METHODS BETWEEN NGS MARKS "R

THROUGH THE DURATION OF THE PROJECT AND THE VERTICAL POSITION WAS

USING THE AVERAGED OPUS SOLUTION OF ALL BASE DATA COLLECTED

2. THE HORIZONTAL COORDINATE VALUES FOR "CP10" WERE CALCULATED

FLORIDA.

1. REFER SURVEY NO. 17-019 FOR WASHINGTON OAK PARKS, MANATEE COUNTY,

DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

SET OF DRAWINGS TO THE EXTENT APPLICABLE. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR IN THIS SET OF

5. THE LEGENDS ON THIS SHEET ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE CONDITIONS ON THIS

(AERIAL IMAGERY DATED 2017).

IMAGERY SHOWN ON THESE DRAWINGS IS FOR GENERAL INFORMATION ONLY AND IS NOT TO BE USED FOR MEASUREMENTS

SUCH FEATURES THAT ARE NECESSARY FOR OR AFFECT THE PERFORMANCE OF CONSTRUCTION OF THIS PROJECT. THE AERIAL

AND WERE NOT PHYSICALLY LOCATED BY SURVEY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL

4. UNLESS OTHERWISE INDICATED, ALL PLANIMETRIC FEATURES DEPICTED ON THESE DRAWINGS ARE FOR INFORMATION ONLY

UNLESS OTHERWISE INDICATED, ALL STATIONS REFER TO DISTANCE ALONG THE CENTERLINE.

3. UNLESS OTHERWISE INDICATED, ALL POSITIONS, STATIONING AND ELEVATIONS ARE IN THE UNITS OF U.S. SURVEY FEET.

(NAD83(2011)).

1983, FLORIDA WEST ZONE (0902), AND ARE REFERENCED TO THE 2011 ADJUSTMENT OF THE NORTH AMERICAN DATUM OF 1983

2. UNLESS OTHERWISE INDICATED, ALL HORIZONTAL POSITIONS ARE SHOWN IN THE STATE PLANE COORDINATE SYSTEM OF

OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR

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N. DOCK ST.

PINEY POINT RD.

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DESIGNATION PID EASTING NORTHING ELEVATION

SURVEY CONTROL

M A

N A

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M M

A

ENTRANCE

C3 D3 D4 D5

A4 B4 C4 D4 E4 F4

A5 B5 C5 D5 E5 F5

A6 B6 C6 D6 E6 F6

A7 B7 C7 D7 E7 F7

A1 B1 C1 D1 E1 F1

A2 B2 C2 D2 E2 F2

A3 B3

MANATEE DMMA

J13-191-2

J13-191-1

BBDH93

BBDH92

481136.53

479244.81

1203108.28

1201710.02

55.07

54.57

J13-191-1

J13-191-2

SS-MH-DMMA18-14SS-MH-DMMA18-07

SS-MH-DMMA18-05

SS-MH-DMMA18-06 SS-MH-DMMA18-15

SS-MH-DMMA18-16

SS-MH-DMMA18-20

SS-MH-DMMA18-01

SS-MH-DMMA18-04

SS-MH-DMMA18-17SS-MH-DMMA18-18

SS-MH-DMMA18-02

SS-MH-DMMA18-19

SS-MH-DMMA18-03

SS-MH-DMMA18-13

SS-MH-DMMA18-10 SS-MH-DMMA18-11

SS-MH-DMMA18-12

SS-MH-DMMA18-09

SS-MH-DMMA18-08

G-03

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SHEET GENERAL NOTES

MANATEE HARBOR DMMA

400'0 200'

S.

T

A M

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M I T

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M H

O -G

-G .d g n

LOCATIONAL USE ONLY, NOT FOR POSITIONAL DETERMINATION.

HORIZONTAL LOCATION SHOW ABOVE IS FOR GENERAL

ARE INTENDED FOR VERTICAL CHECK PURPOSES ONLY.

NOTE: HORIZONTAL POSITIONS CONTAINING THE LETTERS "SC"

5. AERIAL SHOWN PROVIDED BY FDOT FROM 2017.

4. CELL LOCATIONS WITHIN THE DMMA ARE APPROXIMATE.

WITHIN 25 FEET OF THE DIKE INTERIOR TOE.

FOR EQUIPMENT ACCESS WITHIN THE SITE. EXCAVATION IS PROHIBITED

RECOMMENDED THAT THE INTERIOR BERMS WITHIN THE DMMA ARE USED

3. THE PERMITER DIKE MAY NOT BE USED BY HEAVY EQUIPMENT. IT IS

SUITABLE SOIL

CONTRACTING OFFICER FOR ACCESSIBLE CELLS THAT CONTAIN THE MOST

B5, B6, C6 AND C7. THE CONTRACTOR SHALL COORDINATE WITH THE

2. CELLS WITH BEST POTENTIAL FOR SUITABLE SOIL INCLUDE A1 TO A5, B1, B2,

THE WINTER OF 2019/2020.

REMOVED APPROXIMATELY 7,500 CY OF MATERIAL FROM THE DMMA DURING

INTO LONGITUDINAL SPUR DIKES PLACED NORTH TO SOUTH. PORT MANATEE

JULY OF 2020. WORK INCLUDES DEWATERING AND REORGANIZING MATERIAL

2020. OPERATION AND MAINTENANCE OF THE DMMA WILL BE CONCLUDED IN

1. CONSTRUCTION FROM THE LAST DREDGING EVENT ENDED IN MARCH OF

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TRUCK ROUTE

1500' 3000'0

S. TAMIAMI TRAIL

V A L E

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S. TAMIAMI TRAIL

T

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MANATEE HARBOR DMMA

PLACEMENT SITE

WASHINGTON PARK

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30TH ST E

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39TH ST E

S T

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M I T

R A

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G-05

C S

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V

IC

PROPERTY BOUNDARY

WETLAND BOUNDARY

G E

N E

R A

L

R 695

POINT (Y) NORTHING(X) EASTING

R 695

SANTA ROSA

SEMINOLE

CHARLOTTE

SUMTER

M 005

PALM SHORES

PALM BAY

473,135.09

478,575.03

478,529.41

485,019.53

478,600.96

478,549.74

471,838.41

470,609.05

1,165,831.32

1,162,957.86

1,168,433.67

1,172,041.89

1,172,329.05

1,172,427.14

1,169,787.69

1,167,062.16

ELEVATION

15.37

15.52

18.77

32.07

18.99

5.43

13.12

17-019 SURVEY CONTROL

PALM BAY

PALM SHORES

M 005

SUMTER

CHARLOTTE

SEMINOLE

SANTA ROSA

APPRO

X. 570'

APPROX. 1,860'

A P P

R O

X . 3 ,6

APPROX. 930'

APP

RO

X.

,9

A P P R

O X ,8

A P P R

O X ,0

HAUL ROAD

400'0 200'

TOE OF FILL

M H

O -G

-G .d g n

C-02

C1

(SEE NOTE 1)

ENTRANCE ROAD

W A

S H

IN

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A R

K P

L A

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M E

N T S

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V E

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IE

W

WASHINGTON PARK PLACEMENT SITE OVERVIEW

(SEE NOTE 1)

STAGING AREA

FLORIDA WEST ZONE PLANE COORDINATES (NAD83(90))

FILL (ELEVATION 25')

(ELEVATION 35')

TOP OF FILL

SECTION 01 55 26, PARAGRAPH "INGRESS AND EGRESS".

SECTION 01 50 02, PARAGRAPH "CLEANUP" AND SPECIFICATION TRAFFIC CONTROL,

AND HIGHWAYS. SEE SPECIFICATION TEMPORARY CONSTRUCTION FACILITIES,

TRACKING SEDIMENTS DURING TRUCKING OPERATIONS TO SURROUNDING STREETS

2. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE METHODS OF PREVENTING

CONSTRUCTION OPERATIONS.

MAINTENANCE OF THE ENTRANCE ROAD AS NECESSARY THOUGHOUT

PARAGRAPH "WORK AND ACCESS DATA". THE CONTRACTOR IS RESPONSIBLE FOR

SPECIFICATION TEMPORARY CONSTRUCTION FACILITIES, SECTION 01 50 02,

AREA AS WELL AS THE ENTRANCE ROAD TO PRE-PROJECT CONDITIONS, SEE

HOWEVER THE CONTRACTOR SHALL REPAIR IF NECESSARY THE STAGING AND ACCESS

CONTRACTOR IS NOT RESPONSIBLE FOR CONSTRUCTION OF THE ENTRANCE ROAD,

PRIOR TO THE COMMENCEMENT OF WORK AT WASHINGTON PARK. THE

1. ENTRANCE ROAD CONSTRUCTION WILL BE COMPLETED BY MANATEE COUNTY

EL. 18.0'

C-01

C

IV

IL

STATIONNORTHING (Y) EASTING (X)ID

POINT

TYPE

POINT

)FLORIDA WEST ZONE PLANE COORDINATES (NAD83(90)

12+89.39

13+87.23

14+77.64

T

H S

T

P H

R O

A D

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00

H A

U L R

O A

D P

L A

N A

N D P

R O

F

IL

E

EL. 18.6'

EL. 18.0'

HAUL ROAD (EL. 18.6')

EL. 18.6'

STA. 0+33.8

VPI

STATIONNORTHING (Y) EASTING (X)ID

POINT

TYPE

POINT

RADIUS LENGTH TANGENTDELTA

)FLORIDA WEST ZONE PLANE COORDINATES (NAD83(90)

280' 38^31'18" 97.84'188.25'

CORD

184.73'1167670.68 475360.5614

CURVE DATA

PT

PI

PC

1167496.30

1167572.84

1167670.68

475579.63

475640.56

475640.56

1B

2B

1168960.07

474569.21

475640.56

1166377.01

0+00

31+00 RP

11 12

C -0

E L E

V A

T

IO

N F

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A

C -0

HAUL ROAD PLAN

100' 200'0

10' 20'0

VERTICAL HORIZONTAL

100' 200'0

HAUL ROAD PROFILE

1. SEE C-02 FOR ENTRANCE ROAD DETAILS.

d \M

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SHEET GENERAL NOTES

NORTHERN LIMIT OF HAUL ROAD

EXISTING GROUND (JAN 2017)

E L E

V A

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SOUTHERN LIMIT OF HAUL ROAD (STA. 21+00)

WASHINGTON PARK ALIGNMENT

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4 8

TIE INTO EXISTING ROAD

R

R

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SHELL

R

COARSE AGG.

R

R

TIE INTO EXISTING ROAD

1A

0+00 3+64 2A

STATIONNORTHING (Y) EASTING (X)ID

POINT

TYPE

POINT

0+54.98

1+01.98

1+28.81

2+38.75

2+84.61

3+11.42

ENTRANCE ROAD ALIGNMENT

C-02

C

IV

IL

E N

T R

A N

C E R

O A

D P

L A

N A

N D P

R O

F

IL

E

0+00 1+00 2+00 3+00 3+64

NORTHING (Y) EASTING (X)ID

POINT

TYPE

POINT

RADIUS LENGTH TANGENTDELTA

)FLORIDA WEST ZONE PLANE COORDINATES (NAD83(90)

47' 90^00'00" 73.83' 47.00'

47' 88^35'24" 72.67' 45.86'

CORD

66.47'

65.65'

1169018.78RP 475584.63

CURVE DATA

RP 1169020.68 475694.56

PT

PI

PC

1169020.33

1168974.48

1168973.68

1169017.96

1168970.97

1169017.96

PT

PI

PC

475537.64

475538.45

475537.64

475741.55

475741.22

475695.37

1A 475537.311169072.94

2A 475741.681169072.94

)FLORIDA WEST ZONE PLANE COORDINATES (NAD83(90)

0+00

3+64

0+25 0+50 0+75 1+25 1+50 1+75 2+25 2+50 2+75 3+503+25

E L E

V A

T

IO

N F

T

E L E

V A

T

IO

N F

T

O

N .3

ELEV. 19.05'

STA. 2+41.71

VPI

ELEV. 22.0'

STA. 3+50.26

VPI

CULVERT INV. EL. 19.89'

ELEV. 19.05'

STA. 1+25.44

VPI

ENTRANCE ROAD

CULVERT INV. EL. 20.0'

EL. 22.0'

STA. 0+12.04

VPI

39TH ST. E. ASPH. ROAD

M H

O -C -C

.d g n

ENTRANCE ROAD PLAN

R 35'

R

ENTRANCE ROAD PROFILE

C1

G-05

EXISTING GROUND (JAN 2017)

(BEGIN CONSTRUCTION OF HAUL ROAD)

SOUTHERN LIMIT OF ENTRANCE ROAD

BY OTHERS.

EXISTING SHELL ENTRANCE ROAD CONSTRUCTED

CONTRACTOR SHALL TIE IN HAUL ROAD TO

ONLY.

3. ENTRANCE ROAD CONTROL DATA PROVIDED FOR INFORMATION PURPOSES

TRAFFIC CONTROL, SECTION 01 55 26, PARAGRAPH "INGRESS AND EGRESS".

FACILITIES, SECTION 01 50 02, PARAGRAPH "CLEANUP" AND SPECIFICATION

STREETS AND HIGHWAYS. SEE SPECIFICATION TEMPORARY CONSTRUCTION

TRACKING SEDIMENTS DURING TRUCKING OPERATIONS TO SURROUNDING

2. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE METHODS OF PREVENTING

AS NECESSARY THOUGHOUT CONSTRUCTION OPERATIONS.

CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF THE ENTRANCE ROAD

FACILITIES, SECTION 01 50 02, PARAGRAPH "WORK AND ACCESS DATA". THE

PRE-PROJECT CONDITIONS, SEE SPECIFICATION TEMPORARY CONSTRUCTION

THE STAGING AND ACCESS AREA AS WELL AS THE ENTRANCE ROAD TO

ENTRANCE ROAD, HOWEVER THE CONTRACTOR SHALL REPAIR IF NECESSARY

THE CONTRACTOR IS NOT RESPONSIBLE FOR CONSTRUCTION OF THE

COUNTY PRIOR TO THE COMMENCEMENT OF WORK AT WASHINGTON PARK.

1. ENTRANCE ROAD CONSTRUCTION WILL BE COMPLETED BY MANATEE

N.T.S

N.T.S

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S I

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L E D

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A R

C O B

L V

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S O

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IL

L E F

L

W

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L Y

M A

N A

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B O

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M A O

F F

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M A

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L E

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H

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M A

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IN

M A

Y

15 16

17 18 19

HAUL ROAD

WETLAND BOUNDARY

R

R

R

R

R

R

R

R

R

R

R

R

R

C-03

C

IV

IL

20+00

19+00

21+00

23+00

C -06

B

C -06

B

POINT (Y) NORTHING(X) EASTING

50' 100'0

M H

O -C -C

.d g n

FLORIDA WEST ZONE PLANE COORDINATES (NAD83(90))

475109.89

475116.58

475159.68

475209.48

475242.06

475235.25

475208.11

475149.95

475109.93

475048.35

475042.41

474964.92

474957.67

474801.77

474672.77

474501.39

474510.96

474571.31

474586.53

474628.68

474646.97

474667.77

474711.44

474815.23

474824.7

474847.86

474866.52

28 475088.30 1166614.16

29 475063.81 1166735.92

475240.28 1166915.6030

31 475245.76 1166922.81

32 475076.18 1167058.28

33 475069.30 1167050.05

34 474890.70 1166871.50

474863.6235 1166763.82

F

IL

L L

A Y

O U

T

FILL LAYOUT

TOE OF FILL

O

N

O

1166567.78

1166556.73

1166520.00

1166499.76

1166494.37

1166477.65

1166496.55

1166520.17

1166526.58

1166522.37

1166521.77

1166511.28

1166509.99

1166475.72

1166376.58

1166389.30

1166462.45

1166479.09

1166485.24

1166508.34

1166513.25

1166513.74

1166530.35

1166618.46

1166628.23

1166657.33

1166761.51

SHEET GENERAL NOTES

END OF HAUL ROAD FILL (SEE NOTE 1).

31+00

30+00

29+00

28+00

27+00

26+00

25+00

24+00

22+00

(ELEVATION 25')

FILL CONTROL POINTS

POINT (Y) NORTHING(X) EASTING

FLORIDA WEST ZONE PLANE COORDINATES (NAD83(90))

37 36

(ELEVATION 35')

CREST OF FILL CONTROL POINTS

CREST OF FILL (EL. 35')

CREST OF FILL (EL. 35')

1 ON 5

1 ON 5

1 ON 5

(EL. 25')

FILL CONTOUR

1 ON 5

ON

474677.14

474650.57

474590.29

474646.14

474778.05

474952.55

475044.94

475052.42

475040.46

475014.81

475014.05

475146.81

475106.08

474930.31

474916.31

474888.71

474863.82

474847.59

474696.52

474737.29

474760.28

1166464.22

1166463.32

1166432.60

1166428.50

1166521.32

1166559.94

1166572.27

1166572.77

1166598.46

1166725.91

1166740.88

1166938.23

1166970.77

1166824.59

1166768.46

1166628.50

1166597.09

1166580.35

1166520.65

1166448.40

1166461.43

3. FILL SHALL NOT BE PLACED OUTSIDE THE WETLAND BOUNDARY.

SUBMITTAL.

2. SEE EARTHWORK SPECIFICATION, SECTION 31 00 00 FOR STOCKPILE PLAN

SLOPED DOWN AT 1V:5H TO TIE INTO EXISTING GROUND.

MATERIAL IS EXHAUSTED FILL SHALL BE GRADED TO A UNIFORM ELEVATION AND

ELEVATIONS SHOWN FROM STA 21+00 TO STA. 31+00; HOWEVER ONCE ALL FILL

1. THE CONTRACTOR IS NOT REQUIRED TO MEET THE MAXIMUM LIMITS AND

R

R

175R

51R

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13 13

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19 19

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18181818

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C-04

C

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1+

2+00

M A

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H L

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E D

W G C -0

S

T A

6' MAX.

POST POST

FILTER FABRIC

GRADE

M

IN

M

IN

M

IN

M

IN

POST

FILTER FABRIC

SILT FLOW

TOE OF FILL

WETLAND BOUNDARY

0+00

3+0

3+64

18.90 18.9018.90

18.6018.00 18.00

M H

O -C -C

.d g n

APPROXIMATE CLEARING AND GRUBBING LIMIT

SILT FENCE (15' FROM TOE OF FILL)

ENTRANCE ROAD DETAIL

SCALE: N.T.S.

TYPICAL SILT FENCE DETAIL

N

60' 120'0

C3

NOTE:

FINAL EARTHWORK GRADING.

SPOT ELEVATIONS SHOW

C

C-06

Y=1,168,876.9

X=475,700.5

XY CENTER OF CULVERT OUTFALL

Y=1,168,883.2

X=475,580.6

XY CENTER OF CULVERT OUTFALL

(SEE NOTE 1)

STAGING AREA LIMITS

APPROXIMATE CLEARING AND GRUBBING LIMIT (SEE NOTE 1)

SILT FENCE 15' FROM TOE OF FILL TO BE CONSTRUCTED BY COUNTY.

HAUL ROAD GRADING PLAN

H A

U L R

O A

D G

R A

D

IN

G P

L A

EXISTING SWALE

SCALE: N.T.S.

D

P E

HDPE

5'

SEE DETAIL ON C-04

2 120 LF 30" HDPE @ EL. = +12.5'

EL. 12.5'

EXISTING GROUND

1V on 3H

TYPICAL CULVERT PIPE DETAIL

CENTERLINE OF HAUL ROAD AT STA. 0+80

CENTER OF CULVERTS LOCATED

FILL SHALL NOT BE PLACED OUTSIDE THE WETLAND BOUNDARY. 4.

COMPLETION OF WORK.

3. THE CONTRACTOR IS NOT RESPONSIBLE FOR REMOVING CULVERTS AFTER THE

SATISFACTORY MATERIAL.

2. SEE EARTHWORK SPECIFICATION, SECTION 31 00 00, FOR DETAILS ON

LIMITS OF THE ENTRANCE ROAD.

FOR THE CONSTRUCTION OF CULVERTS, SEEDING AND SILT FENCING WITHIN THE

INTERIOR LOOP OF THE ENTRANCE ROAD. THE CONTRACTOR IS NOT RESPONSIBLE

FOR CLEARING AND GRUBBING THE STAGING AREA LOCATED WITHIN WITHIN THE

FEET OF THE ENTRANCE ROADS TOE OF FILL. THE CONTRACTOR IS NOT RESPONSIBLE

1. THE CONTRACTOR IS NOT RESPONSIBLE FOR CLEARING AND GRUBBING WITHIN 15

N.T.S

C3

11 11

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TOE OF FILL

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H A

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HAUL ROAD GRADING PLAN

60' 120'0

M H

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APPROXIMATE CLEARING AND GRUBBING LIMIT

SILT FENCE (15' FROM TOE OF FILL)

SHEET GENERAL NOTES

29 31 32

2. SEE EARTHWORK SPECIFICATION, SECTION 31 00 FOR SELECTION OF MATERIALS.

SPECIFICATION, SECTION 31 00 00 FOR STOCKPILE PLAN SUBMITTAL.

SLOPED DOWN AT 1V:5H TO TIE INTO EXISTING GROUND. SEE EARTHWORK

MATERIAL IS EXHAUSTED FILL SHALL BE GRADED TO A UNIFORM ELEVATION AND

ELEVATIONS SHOWN FROM STA 21+00 TO STA. 31+00; HOWEVER ONCE ALL FILL

1. THE CONTRACTOR IS NOT REQUIRED TO MEET THE MAXIMUM LIMITS AND

FILL SHALL NOT BE PLACED OUTSIDE THE WETLAND BOUNDARY. 3.

2. SEE EARTHWORK SPECIFICATION, SECTION 31 00 FOR SELECTION OF MATERIALS.

SPECIFICATION, SECTION 31 00 00 FOR STOCKPILE PLAN SUBMITTAL.

SLOPED DOWN AT 1V:5H TO TIE INTO EXISTING GROUND. SEE EARTHWORK

MATERIAL IS EXHAUSTED FILL SHALL BE GRADED TO A UNIFORM ELEVATION AND

ELEVATIONS SHOWN FROM STA 21+00 TO STA. 31+00; HOWEVER ONCE ALL FILL

1. THE CONTRACTOR IS NOT REQUIRED TO MEET THE MAXIMUM LIMITS AND

ELEV. 18.0'

-100 -80 -60 -40 -20 0 20 40 60 80 100

E L E

V A

T

IO

N F

T

E L E

V A

T

IO

N F

T

C-01

A HAUL ROAD CROSS SECTION STA 10+00

C-06

C

IV

IL

C R

O S

S S

E C

T

IO

N S

0 100 200-100-200

CLEARING AND GRUBBING

C-03

B

CLEARING AND GRUBBING

60'

2% 2%

E L E

V A

T

IO

N F

T

E L E

V A

T

IO

N F

T

25' 50'0

HORIZONTAL

10' 20'0

VERTICAL

50' 100'0

HORIZONTALVERTICAL

10' 20'0

M H

O -C -C

.d g n

SHEET GENERAL NOTES

CROSS SECTION STA 23+00

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00

EL. 18.6'

STA. 0+33.8

VPI

E L E

V A

T

IO

N F

T

E L E

V A

T

IO

N F

T

10' 20'0

VERTICAL HORIZONTAL

100' 200'0

HAUL ROAD (EL. 18.6')

SILT FENCE

HAUL ROAD

SILT FENCE

EXISTING GROUND (JAN 2017)

TOP SOIL

SEEDING &

TOP SOIL

SEEDING &

(JAN 2017)

GROUND

EXISTING

(JAN 2017)

GROUND

EXISTING

STA. 0+80

2 - 30" HDPE @ EL. +12.5'

40 35

SEEDING & TOP SOILSEEDING & TOP SOIL

(SEE NOTE 1)

ELEVATION 35.0'

CREST OF FILL

DOWN AT A 1V:5H SLOPE TO EXISTING GROUND.

STA. 21+00, FILL SHALL BE DESIGNED TO A LEVEL CREST ELEVATION AND SLOPE

DRAWINGS. IF CONTRACTOR DOES NOT COMPLETE ENTIRE LIMIT OF FILL SOUTH OF

THE DESIGN SOUTH OF STATION 21+00 OF THE HAUL ROAD AS SHOWN ON THE

1. THE CONTRACTOR IS NOT REQUIRED TO PLACE FILL TO THE MAXIMUM LIMITS OF

S O

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N N

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