Miller_Road_Removal_Plans_BCOESCert.pdf

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Jacksonville District of Engineers

US Army Corps

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DUCTI

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CREASED

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FOR CONSTRUCTION OF

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

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TO ACCOMPANY INVITATION

"INCREASE PROFIT -- SUBMIT VECP'S"

E

V

COMPREHENSIVE EVERGLADES RESTORATION PLAN

COLLIER COUNTY, FLORIDA

PICAYUNE STRAND RESTORATION

miller_ps_cover.dgn

NO. W912EP-19-B-0021

AND ASSOCIATED WORKS

BCOES CERT.

MILLER TRAM AND ROAD REMOVAL

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US Army Corps

Jacksonville District

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MONROE COUNTY

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68 AVE

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72 AVE

74 AVE

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LOCATION MAP VICINITY MAP

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GENERAL

ABBREVIATIONS, SYMBOLS AND GENERAL NOTES

ACCESS MAP AND SURVEY NOTES

SITE PLAN

SITE PLAN

SITE PLAN

SITE PLAN

SITE PLAN

SITE PLAN

SITE PLAN

SITE PLAN

PROJECT BOUNDARY LIMITS

BARRIER AND TRAM ROAD REMOVAL SECTION

LEVEES, CANALS, AND ROADS

MILLER BOULEVARD ALIGNMENT

NOTES

G-01

G-02

G-03

G-04

G-05

G-06

C-01

C-02

C-03

C-04

C-05

C-06

C-07

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TYPICAL ROAD SECTIONS AND DEGRADING DETAILS

INDEX, LOCATION AND VICINITY MAP

MASTER SITE LEVEE, CANALS AND ROADS PLAN VIEW

ROAD ALIGNMENTS

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GENERAL NOTES

PURPOSE OF THE WORK

THE PICAYUNE STRAND RESTORATION PROJECT (PSRP), FORMERLY THE SOUTHERN

GOLDEN GATE ESTATES (SGGE) ECOSYSTEM RESTORATION PROJECT, WILL RESTORE

APPROXIMATELY 55,000 ACRES OF SENSITIVE ENVIRONMENTAL LAND LOCATED IN

SOUTHWESTERN COLLIER COUNTY, FLORIDA TO ITS PREDEVELOPMENT CONDITION.

THE OBJECTIVE OF THE ROAD REMOVAL PROJECT IS TO RETURN THE GRADED ROADWAYS

TO A NATURAL TOPOGRAPHIC PROFILE, UNDISTURBED GROUND; WHICH WOULD

REESTABLISH SHEET FLOW. HIGH SPOTS THAT ARE NOT HISTORIC UPLANDS AND OTHER

FEATURES SUCH AS BERMS OR SPOIL PILES, THAT OBSTRUCT OR CHANNELIZE FLOW ARE

NOT ACCEPTABLE.

CONTRACTOR IS TO REMOVE AND REGRADE TO UNDISTURBED GROUND EXISTING ROADS

AND TRAMWAYS AND SWALES IN THE AREA BOUNDED BY AREA DRAWN ON PLANS.

GENERAL

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL

CODES, REGULATIONS, CRITERIA AND ORDINANCES HAVING JURISDICTION OVER THE

PROJECT.

2.

3.

4.

5.

6.

7.

8.

9.

ALL WORK FOR THIS PROJECT SHALL CONFORM TO STANDARDS PUBLISHED BY

RECOGNIZED PROFESSIONAL AND INDUSTRY ORGANIZATIONS.

CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BIDDING

AND FAMILIARIZING HIMSELF WITH ALL EXISTING CONDITIONS AFFECTING THE WORK,

INCLUDING BUT NOT LIMITED TO PRIVATE AND PUBLIC UTILITIES, LEVEL OF

VEGETATION ON AND OFF SITE, ACCESS ROADS, AND OTHER SUPPORT FACILITIES.

CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE CORPS OF ENGINEERS

CONTRACTING OFFICER PRIOR TO IMPLEMENTING ANY CHANGES OR DEVIATION

FROM CONTRACT DOCUMENTS.

CONTRACTOR SHALL PREPARE AND MAINTAIN ALL CONSTRUCTION AREAS, AS WELL

AS SURROUNDING AREAS, FREE OF DEBRIS OR HAZARDOUS MATERIALS AT ALL

TIMES.

CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR REPLACEMENT OF

ANY ITEMS DAMAGED DURING CONSTRUCTION OR CLEAN UP. CONSTRUCTION

PERSONNEL SHALL BE CONFINED TO THE LIMITS OF THE CONSTRUCTION AREA. ALL

OSHA REGULATIONS FOR CONSTRUCTION AREAS SHALL BE STRICTLY FOLLOWED.

CONTRACTOR MAY ENCOUNTER 2 SMALL (12 IN BY 24 IN) OVAL CMP'S UNDERNEATH

THE INTERSECTIONS OF MILLER BOULEVARD AND CROSSROADS. CONTRACTOR

SHALL REMOVE THESE CULVERTS DURING THE REMOVAL OF SWALES ADJACENT

TO MILLER BOULEVARD.

COLLIER COUNTY AERIAL PHOTOGRAPHY (2016) WAS USED FOR OVERLAY.

ALL EXISTING INFORMATION HAS BEEN OBTAINED FROM THE BEST AVAILABLE

SOURCES. THE LOCATIONS OF THE CANALS, ROADWAYS AND TRAMS

SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE EXACT LOCATIONS SHALL BE

DETERMINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

10. CONTRACTOR SHALL CLEAR ALL VEGETATION WITHIN THE LIMITS SHOWN ON THESE

PLANS

l f.CCORDING TO REQUIREMENTS OF THE PROJECT SPECIFICATIONS. BURNING

IS PERMITTED AS DETAILED IN THE SPECIFICATIONS. CONTRACTOR SHALL BE

RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL NON-VEGETATIVE DEBRIS,

TRASH AND GARBAGE FROM THE PROJECT SITE ACCORDING TO APPLICABLE

STANDARDS AND PROJECT SPECIFICATIONS.

11. 48 HOURS PRIOR TO DIGGING, CALL SUNSHINE STATE ONE CALL OF FLORIDA,

TELEPHONE NO. 1-800-432-4770 AND THE UTILITY OWNER AND REQUEST UTILITY

LOCATIONS. A CONTRACTOR'S REPRESENTATIVE MUST BE PRESENT WHEN UTILITY

COMPANIES LOCATE THEIR FACILITIES.

12. UTILITY COMPANIES - NO KNOWN OPERATING UTILITY SERVICES WITHIN WORK AREA.

SOME POLES AND TELEPHONE LINE EXIST ALONG 56TH AVE. BUT ARE NOT KNOWN

TO BE OPERATIONAL. CONTRACTOR SHALL CONTACT LOCAL AREA UTILITIES TO

DETERMINE STATUS AND ARRANGE FOR TEMPORARY SERVICE AS REQUIRED.

13. RESTORE ANY PORTIONS OF THE EXISTING ROADWAYS THAT ARE TO REMAIN, WHICH

ARE DISTURBED BEYOND THE LIMITS OF CONSTRUCTION, TO THEIR PRIOR

CONDITION. RESTORATION SHALL BE AT THE CONTRACTOR'S EXPENSE.

14. THESE PLANS MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION.

15. TURBIDITY CONTROL AND MONITORING SHALL BE PROVIDED BY THE CONTRACTOR IN

ACCORDANCE WITH THE REQUIREMENTS OF THE STATE OF FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION GENERIC PERMIT FOR STORM WATER DISCHARGE FROM

LARGE AND SMALL CONSTRUCTION ACTIVITIES OR AS DIRECTED BY THE

CONTRACTING OFFICER.

16. ALL REGIONS IDENTIFIED AS "ENVIRONMENTALLY SENSITIVE AREAS" ON THE

DRAWINGS SHALL BE STAKED IN THE FIELD BY THE CONTRACTOR

PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL

PREPARE A WORK PLAN FOR EACH EFFORT OF WORK RELATED TO THE ROAD

REMOVAL AND TRAM REMOVAL. THE CONTRACTOR MAY ENTER THE ENVIRONMENTALLY

SENSITIVE AREAS IN ACCORDANCE WITH REQUIREMENTS OF 01 57 20.

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DESCRIPTION OF WORK:

1. THE CONTRACTOR SHALL IDENTIFY THE EXTENTS OF ROADS, DITCHES, AND SPOIL MOUNDS IN THE +/-220 FT AREA ALONG THE ROADWAYS SHOWN TO BE DEGRADED IN THE CONSTRUCTION PLANS.

CLEAR AND GRUB THE EXTENTS IDENTIFIED TO CONTAIN ROADS, DITCHES AND SPOIL MOUNDS THEN

DEGRADE ROADWAYS AND SPOIL AND BACKFILL DITCHES PER THE

SPECIFICATIONS TO MATCH THE ELEVATION OF THE ADJACENT UNDISTURBED GRADE TO

WITHIN TOLERANCES AS SPECIFICIED. OVERALL, THE FINAL GRADE OF THE ROAD BED, DITCH

BACKFILL AND SPOIL MOUNDS (POST CONSTRUCTION) SHOULD BE A CONSISTENT GRADE

(SLOPE) FROM THE NORTHERN (OR EASTERN) UNDISTURBED NATURAL GRADE TO THE

SOUTHERN (OR WESTERN) UNDISTURBED NATURAL GRADE. CERTAIN ROADS, AS IDENTIFIED IN

THESE PLANS AND SPECIFICATIONS ARE TO REMAIN. THESE ROADS HAVE SPECIFIC

DEGRADING REQUIREMENTS, SEE NOTES 3.1 AND 3.2 OF THIS SECTION. THE CONTRACTOR

SHALL FILL THE ADJACENT DITCHES USING SUITABLE MATERIAL RECOVERED FROM THE

ADJACENT EXISTING ROADS, TRAMS AND SPOIL. ANY SURPLUS FILL MATERIAL SHALL BE STOCKPILED

ADJACENT TO MILLER CANAL AS SHOW ON THE PLANS. STOCKPILE SLOPES SHALL

BE NO STEEPER THAN 1V ON 3H, AND HEIGHT SHALL BE NO GREATER THAN 10 FEET. THE TOE OF THE STOCKPILED MATERIAL SHALL BE MAINTAINED A MINIMUM DISTANCE OF 18 FEET BACK

FROM THE TOP OF BANK OF THE MILLER CANAL. REFERENCE SPECIFICATION 31 00 00.

2. STAGING AREA: SW CORNER OF 52ND AVENUE AND EVERGLADES BLVD. IS THE DESIGNATED STAGING AREA FOR THE ROAD REMOVAL PROJECT. ASPHALT REMOVED WILL BE STOCKPILED AT MILLER PUMP

STATION. SEE SHEET G-06 FOR LOCATION OF STOCKPILE.

3. ROAD AND TRAM REMOVAL ACTIVITIES SHALL BE PERFORMED AS FOLLOWS:

CERTAIN ROADS WITHIN THE PROJECT AREA HAVE SPECIFIC DEGRADING REQUIREMENTS.

THE SECTIONS OF ROADS IDENTIFIED IN THE PLANS SHALL BE DEGRADED TO MATCH ADJACENT

NATURAL UNDISTURBED GRADE ELEVATIONS (+ 3").

3.1.

3.2.

ALL EXISTING ASPHALT (WHERE PRESENT) SHALL BE REMOVED (FOR ASPHALT

REMOVAL REQUIREMENTS SEE NOTE 3 ON C-07 AND C-09). ROAD BEDS, BERMS,

AND SPOIL PILES SHALL BE DEGRADED TO MATCH ADJACENT UNDISTURBED NATURAL

GRADE AS SHOWN ON THE TYPICAL DETAILS, AND CROSS-SECTIONS. SIDE SWALES

AND DITCHES SHALL BE BACKFILLED AND BROUGHT UP TO NATURAL GRADE USING

MATERIAL GENERATED FROM ROAD AND BERM DEGRADING ACTIVITIES. EXCESS

MATERIAL SHALL BE TRANSPORTED AND STOCKPILED ALONG THE MILLER CANAL, AT

LOCATIONS SHOWN IN THE PLANS. VEGETATION GENERATED FROM CLEARING AND

GRUBBING SHALL BE DISPOSED AS PER SPECIFICATIONS. THERE SHALL BE NO MIXING

OF BURNED VEGETATION WITH EXCESS DEGRADED MATERIAL. VEGETATION SHALL NOT

BE USED TO FILL SWALES OR DITCHES.

TRAMS, WHICH ARE ABANDONED ELEVATED RAIL BEDS, ARE HEAVILY VEGETATED.

THE CONTRACTOR SHALL CLEAR AND GRUB VEGETATION TO THE EXTENT NECESSARY TO

DEGRADE TRAMS AND BACKFILL SIDE DITCHES TO NATURAL GRADE AND AVOID MIXING OF

VEGETATION WITH BACKFILL MATERIAL. VEGETATION REMOVED FROM THE TRAMS SHALL

BE DISPOSED AS PER SPECIFICATIONS. ANY BURNING OF VEGETATION FROM THE TRAM

CORRIDOR SHALL BE ACCOMPLISHED OUTSIDE THE EXISTING TRAM CORRIDOR AND

ASSOCIATED SWALES AND DITCHES. THE TRAM SHALL BE DEGRADED TO NATURAL

GRADE. THE ASSOCIATED SIDE SWALES AND DITCHES SHALL BE BACKFILLED AND BROUGHT

UP TO NATURAL GRADE USING THE MATERIAL FROM THE TRAM DEGRADING ACTIVITIES.

VEGETATION SHALL NOT BE USED TO FILL SWALES OR DITCHES.

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SAFETY ON THIS JOB

DEPENDS ON YOU

BCOES CERT.

DO NOT USE FOR CONSTRUCTION

US Army Corps of Engineers

Jacksonville District

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TYPICAL

TOWNSHIP

TAIL WATER

TOP OF WALL

TOP OF STEEL

TOP OF CONCRETE

TRAIL

TELEMETRY JUNCTION BOX

STATION

SPECIFICATIONS

STAINLESS STEEL

SQUARE

SHEET

SOUTH FLORIDA WATER MANAGEMENT DISTRICT

SECTION

SOUTH

RIGHT OF WAY

REMOTE TELEMETRY UNIT

RANGE

REQUIRED

REINFORCEMENT

REFERENCE

ROAD

REINFORCED CONCRETE PIPE

RADIUS

FLOW RATE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

PROJECTION

POSITION

PLATE OR POLYMER CONCRETE

ON CENTER

NOT TO SCALE

NUMBER

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NORTH

MILES PER HOUR

MINIMUM

MANUFACTURER

MAXIMUM

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INVERT

HORIZONTAL

HEAD WATER

HIGH POINT

GROUND

GLOBAL POSITIONING SYSTEM

GROUND FAULT INTERRUPTER

FEET OR FOOT

FEET PER SECOND

FLORIDA POWER AND LIGHT

FINISHED FLOOR

FLORIDA DEPARTMENT OF TRANSPORTATION

FIXED END

EXTERIOR

EXISTING

ET CETERA

ELECTRIC OR ELECTRICAL

ELEVATION

EAST OR EXPANSION END

DRAWING

DESIGN WATER

DOWEL PAD

DEPARTMENT OF TRANSPORTATION

DIMENSION

DIAMETER

CONCRETE

UNITED STATES ARMY CORPS OF ENGINEERS

CORRUGATED METAL PIPE

CLEARANCE

CLEAR

CUBIC FEET PER SECOND

CUBIC FEET PER MINUTE

CENTER TO CENTER

BOTTOM

BEAM OR BENCHMARK

BUILDING

AMERICAN WIRE GAUGE

AMERICAN SOCIETY FOR TESTING AND MATERIALS

AMERICAN SOCIETY OF CIVIL ENGINEERS

APPROXIMATELY

ALUMINUM

ADDITIONAL

AMERICAN CONCRETE INSTITUTE

TRANSPORTATION OFFICIALS

AMERICAN ASSOCIATION OF STATE HIGHWAY AND

FOLLOWING ABBREVIATIONS SHALL APPLY

UNLESS OTHERWISE NOTED IN THE SPECIFIED DISCIPLINE SETS, THE

ABBREVIATIONS AND ACRONYMS - STANDARD

26.9

SECTION A

A

1DETAIL NAME

C-01 C-12

C-01 C-12

C-03 C-11

C-03 C-11

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S Y

M B

O L

S A

N D G

E N

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A L N

O T

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G E

N E

R

' FEET

" INCHES

# NUMBER

% PERCENT

o

DEGREES

X BY

SYMBOLOGYGENERAL SYMBOLS

AT

AND

DIAMETER

ANGLE

CENTER LINE

PLATE OR PROPERTY LINE

NOTE DESIGNATION

WITH

WITHOUT

EXISTING EQUIPMENT OR

C

P

W/

W/O

MATERIALS TO BE REMOVED

NEW FACILITIES (SOLID)

EXISTING

PROPERTY LINE, PHANTOM,

LINE, MATCH LINE,

CENTERLINE

HIDDEN LINE OR

FUTURE IMPROVEMENTS

WATER SURFACE

L

L

LINE CONTINUATION

TO OR FROM

SKID LIMITS OR R/W LINE

EXISTING ELECTRICAL LINESE

EXISTING ELEVATION

.2

RELOCATED GUARDRAIL

EXISTING GUARDRAIL

WATER'S EDGE

PROPOSED FENCE

1:2

PROPOSED ELEVATION

PROPOSED SLOPE

DIRECTION OF SLOPE

RATIO OF SLOPE

SLOPE TO DRAIN

EXISTING SLOPE

(1 VERT. ON 2 HORZ.)

EXISTING FENCE

NEW PAVEMENT

CONCRETE HATCH

EXISTING TOP OF BANK

SECTION AND DETAIL DESIGNATIONS

RIP-RAP

x

NEW CONTOUR

EXISTING CONTOUR (MINOR)

EXISTING CONTOUR (MAJOR)

DRAWING WHERE

SECTION APPEARS

DRAWING WHERE

SECTION APPEARS

IS CUT OR TAKEN

DRAWING WHERE SECTION

DETAIL NAME

DETAIL WAS TAKEN

DRAWING WHERE

DETAIL APPEARS

DRAWING WHERE

DETAIL WAS TAKEN

DRAWING WHERE

DETAIL APPEARS

DRAWING WHERE

CUT OR TAKEN

DRAWING WHERE SECTION IS

G-03

M

IL

L E

R

G

R R .D

G N

M

IL

L E

R B

L V

D

E V

E R

G L

A D

E S B

L V

D

M E

R R

IT

T C

A N

A L

M

IL

L E

R C

A N

A L

F A

K A U

N

IO

N C

A N

A L

C-03 C-04

C-05

C-06

C-07

C-08

C-09

C-10

P A

T T

E R

S O

N B

L V

D

80TH AVENUE SE

52ND AVENUE SE/BERSON AVE.

M E

R R

IT

T B

L V

D

D E S

O T

O B

L V

D

48TH AVE. SE

I-75 GAGING STATION

50TH AVE. SE

FU1

100TH AVENUE SE (STEWART AVE.)

120TH AVENUE SE

128TH AVENUE SE (LYNCH AVE.)

62ND AVENUE SE

TO I-75

-1

E 484441.31

N 647960.96

E 485138.16

N 649837.46

E 485803.43

N 648194.66

E 484587.11

N 649800.96

36+00

ACCESS ROAD

STA. 0+00

N 648416.95

E 485603.43

235+00 240+00

245+00 250+00

255+00 260+00

265+00 270+00

275+00280+00285+00

0+

293+03.05

PC = 288+41.86

P T = 289+96.40

P C = 290+45.97

PT = 292+03.05

STA: 236+21.12

308+16.02

310+00

315+00320+00 325+00330+00335+00

390+00395+00400+00405+00410+00

415+00420+00425+00

430+00435+00440+00

460+00 465+00470+00

475+00480+00 485+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

22+00

23+00

24+00

25+00

26+00

27+00

28+00

30+00

31+00

32+00

33+00

34+00

35+00 36+00

37+00

38+00

39+00

40+00

41+00

42+00

43+00

44+00

45+00

46+00

47+00

48+00

49+00

50+00

51+00

52+00

53+00

54+00

56+00

57+00

58+00

59+00

60+00

61+00

62+00

63+00

64+00

65+00

66+00

67+00

68+00

69+00

70+00

71+00

72+00

73+00

74+00

75+00

76+00

77+00

78+00

79+00

80+00

81+00

82+00

83+00

85+00

86+00

87+00

88+00

+0

+0

+0

+0

+8

9.

PC

3+

.4

PT = 36+06.96

PC = 87+73.03

PT = 89+85.93

29+00

55+00

84+00

12+00

13+00

6+00

182+00 183+00 184+00 185+00 186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 198+00 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 219+00 220+00 221+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+00 238+00 239+00 240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00 251+00 252+00 253+00

20+0021+00

22+00

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

0+

0+ .0

PC

1+ .2

PT = 22+80.88

222+00

197+00

+0

+0

320+00

255+00

341+00

R=

R=

TOE OF SLOPE

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

22+00

23+00

24+00

25+00

26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00

44+00

45+00

46+00

47+00

48+00

49+00

50+00

51+00

52+00

53+00

54+00

55+00

56+00

57+00

58+00

59+00

60+00

61+00

62+00

63+00

64+00

65+00

66+00

67+00

68+00

69+00

+0

+0

+3

+3

.9

6 100

7 100

5 102

9 107

2 108

3 110

4 111

1 113

9 114

4 114

1 116

BERSON AVENUE

PRIVATE LANDS DRAINAGE

CANAL BACKFILL

445+00450+00455+00

E 484441.31

N 648224.20

3+

4+

6+

7+

8+

5+

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

P

IC

A Y

U N

E S

T R

A N

D R

E S

T O

R A

T

IO

N P

R O J

E C

T C

O M

P R

E H

E N

S

IV

E E

V E

R G

L A

D E

S R

E S

T O

R A

T

IO

N P

L A

N

N /A

N /A

A S S

H O

W N

A U

G

M A

R

M R

D

M D

T

M U

R

IK

A R

D A

V

IS

W A

C

A N

D A

S S

O C

IA

T E

D W

O R

K S

W E

P -1

-B -0

M

IL

L E

R T

R A

M A

N D R

O A

D R

E M

O V

A L

DO NOT USE FOR CONSTRUCTION

BCOES CERT.

MASTER SITE PLAN - SHEET INDEX

NTS

NORTH

G E

N E

R A

L

BERM

AND SPREADER

PUMP STATION

EXISTING MILLER

BERM

SPREADER

STATION AND

UNION PUMP

EXISTING FAKA

PUMP STATION

EXISTING MERRITT

G-04

M

IL

L E

R

G

R R .D

G N

C A

N A

L S A

N D R

O A

D S P

L A

N V

IE

W

M A

S T

E R S

IT

636493.96

661837.93

661734.20

661649.75

661750.12

663318.88

661755.91

NORTHING

478132.24

520130.62

502932.35

498768.84

463662.85

477853.38

474142.25

EASTING

M 598

I75 H 33

I75 Z 32

I75 90 A35

175 P 32

C 584

I75 S 32

DESCRIPTION

1.30

-1

-5

E 484441.31

N 647960.96

-5

E 485138.16

N 649837.46

E 485803.43

N 648194.66

E 484587.11

N 649800.96

36+00

W P

WP

ACCESS ROAD

STA. 0+00

N 648416.95

E 485603.43

235+00 240+00

245+00 250+00

255+00 260+00

265+00 270+00

275+00280+00285+00

0+

293+03.05

PC = 288+41.86

P

T = 289+96.40

P

C = 290+45.97

PT = 292+03.05

STA: 236+21.12

308+16.02

310+00

315+00320+00 325+00330+00335+00

390+00395+00400+00405+00410+00

415+00420+00425+00

430+00435+00440+00

460+00 465+00470+00

475+00480+00 485+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

22+00

23+00

24+00

25+00

26+00

27+00

28+00

30+00

31+00

32+00

33+00

34+00

35+00 36+00

37+00

38+00

39+00

40+00

41+00

42+00

43+00

44+00

45+00

46+00

47+00

48+00

49+00

50+00

51+00

52+00

53+00

54+00

56+00

57+00

58+00

59+00

60+00

61+00

62+00

63+00

64+00

65+00

66+00

67+00

68+00

69+00

70+00

71+00

72+00

73+00

74+00

75+00

76+00

77+00

78+00

79+00

80+00

81+00

82+00

83+00

85+00

86+00

87+00

88+00

+0

.9

P C 3+

.4

P T

.9

P C

.0

PT = 89+85.93

29+00

55+00

84+00

0+00

12+00

13+00

6+

182+00 183+00 184+00 185+00 186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 198+00 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 219+00 220+00 221+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+00 238+00 239+00 240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00 251+00 252+00 253+00

20+0021+00

+0

.0

P C

.2

PT = 22+80.88

222+00

197+00

320+00

255+00

341+00

R= 0'

R= 0'

TOE OF SLOPE

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

22+00

23+00

24+00

25+00

26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00

44+00

45+00

46+00

47+00

48+00

49+00

50+00

51+00

52+00

53+00

54+00

55+00

56+00

57+00

58+00

59+00

60+00

61+00

62+00

63+00

64+00

65+00

66+00

67+00

68+00

69+00

+0

P

IC

A Y

U N

E S

T R

A N

D R

E S

T O

R A

T

IO

N P

R O J

E C

T

Z=0.0000

Y=657694.8737

X=484692.7997

Z=0.0000

Y=657714.4464

X=484712.5614

Z=0.0000

Y=657694.8737

X=484692.7997

Z=0.0000

Y=657722.3143

X=484728.8501

846846

FS

P

J

PPP

P

B

F

P

DAVIS BLVD.

EAST NAPLES

EVERGLADES PARKWAY

(ALLIGATOR ALLEY) (TOLL)

EVERGLADES PARKWAY (ALLIGATOR ALLEY) (TOLL)

858OIL WELL ROAD

RANDALL BOULEVARD

L.

IS

L

A N

D

L.

Moo rin g

Lin e Dr.

MUNICIPAL

LYNCH BOULEVARD

Collier Co.

Tower

WYE

C r

V a n d e r b i l t

D r

A

M

IL

L E

R B

O U

L E

V A

R D

E V

E R

G L

A D

E S B

O U

L E

V A

R D

STEWART BOULEVARD

P A

T T

E R

S O

N B

O U

L E

V A

R D

D E

S O

T O B

O U

L E

V A

R D

M E

R R

IT

T B

O U

L E

V A

R D

JA

M

E S M

E M

O R

IA

L S C E N

IC

D

R

IV

E

MARCO

TAM

IAM

I TR

AIL

MARCO

ISLAND

AIRPORT

DUDA AIRSTRIP

(PVT.)

BELLE

MEADE

MEADE

WING SOUTH

AIRPARK

(PVT.)

NAPLES

AIRPORT

NAPLES

VANDERBILT ROAD

VANDERBILT

BEACH

WHITE BOULEVARD

GOLDEN GATE BOULEVARD

ROSE

E V

E R

G L

A D

E S B

O U

L E

V A

R D

D E

S O

T O B

O U

L E

V A

R D

M E

R R

IT

T B

O U

L E

V A

R D

G U

L F

A

IR

P O

R T R

O A

D

PINE RIDGE ROAD

G O

O D

L E

T T

E R

O A

D

T A

M

IA

M I T

R A

IL

BERSON AVENUE 64TH AVE SE

62ND AVE SE

NORTH

G E

N E

R A

L

NOTES:

66TH AVE SE

68TH AVE SE

70TH AVE SE

72ND AVE SE

60TH AVE SE

58TH AVE SE

56TH AVE SE

54TH AVE SE

52ND AVE SE

50TH AVE SE

48TH AVE SE

I-75

M

IL

L E

R B

O U

L E

V A

R D

PRIVATE LAND

TO MIAMITO NAPLES

INSET 1

INSET 2

INSET 1

INSET 2

TO MIAMI

TO NAPLES

VICINITY MAP

I 75 Z 32 I 75 H 33I 75 90A 35

M 598

I 75 S 32

C 584 I 75 P 32

MONUMENT LOCATIONS

CONTRACTOR SHALL VERIFY MONUMENT ELEVATIONS.

SURVEY NOTES:

A C

C E

S S M

A P A

N D S

U R

V E

Y N

O T

S

ARE 1.30 FEET GREATER THAN THE DEPICTED NAVD88 ELEVATION.

5. ELEVATIONS SHOWN HERE ARE REFERENCED TO NAVD88. THE EQUIVALANT NGVD29 ELEVATIONS

4. THE VERTICAL DATUM RELATIONSHIP SHOWN ABOVE IS APPLICABLE ONLY TO THIS SURVEY.

EAST ZONE.

AND THE NORTH AMERICAN DATUM OF 1983 (NAD 83), STATE PLANE COORDINATES, FLORIDA

3. THE EXISTING CONTROL IS BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88)

2011 THROUGH NOVEMBER 29, 2011.

NOVEMBER 11, 2011 AND THE DATA WAS ANALYZED AND PROCESSED FROM NOVEMBER 21,

2. THE FIELDWORK FOR THIS SURVEY WAS CONDUCTED FROM OCTOBER 7, 2011 THROUGH

PHONE (941) 748-4693 SURVEY NO. 11-125

1. REFER TO HYATT SURVEY SERVICES, INC. 11007 8TH AVENUE BRADENTON, FLORIDA 34212

NAVD 88

NGVD 29

NAVD 88 AND NGVD 29

RELATIONSHIP BETWEEN

WEST BOUND VEHICULAR ACCESS

EAST BOUND VEHICULAR ACCESS

(BERSON AVE)

A C

C E

S S T

O R

O A

D W

O R

K

SPREADER BERM

STATION AND

UNION PUMP

EXISTING FAKA

BERM

AND SPREADER

PUMP STATION

EXISTING MILLER

G-05

M

IL

L E

R

G

R R .D

G N

ALLOWED BETWEEN SUNRISE AND SUNSET.

5. TRAVEL TO AND FROM WORK SITES WITHIN PSRP AND OPERATION OF EQUIPMENT IS ONLY

EVERY TWO MILES ALONG CONSTRUCTION ACCESS ROUTES.

4. SPEED LIMIT SIGNS, PER THE 2009 USFWS PSRP BIOLOGICAL OPINION, WILL BE PLACED

IS STRICTLY ENFORCED.

ROAD ROUTE. THE SPEED LIMIT OF 30 MPH, PER THE 2009 USFWS PSRP BIOLOGICAL OPINION,

3. SPEED RESTRICTIONS ARE HEAVILY ENFORCED ALONG CONSTRUCTION ACCESS / HAUL

HAUL ROUTES IS REQUIRED.

ALONG MILLER BLVD. PRECONSTRUCTION SURVEY OF MILLER BLVD. OR OTHER PLANNED

2. ACCESS / HAUL ROAD IS FULL OF POTHOLES AND REQUIRES EXTENSIVE MAINTENANCE

PROJECT LOCATION (SEE INSET 2).

SOUTH) AND TURN LEFT ON I-75 ON-RAMP AND PROCEED EAST ON I-75 TO

VEHICLE WILL EXIT I-75 AT STATE ROAD 951, PASS UNDER I-75 BRIDGE (HEADING

VIA EVERGLADES BOULEVARD NORTH OF I-75 IS TO BE AVOIDED. WEST BOUND

1. ALL CONSTRUCTION EQUIPMENT WILL ENTER VIA I-75. ACCESSING SITE

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

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D W

N B

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C K

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

C O

M P

R E

H E

N S

IV

E E

V E

R G

L A

D E

S R

E S

T O

R A

T

IO

N P

L A

N

N /A

N /A

A S S

H O

W N

A U

G

M A

R

M R

D

M D

T

M U

R

IK

A R

D A

V

IS

W A

C

A N

D A

S S

O C

IA

T E

D W

O R

K S

W E

P -1

-B -0

M

IL

L E

R T

R A

M A

N D R

O A

D R

E M

O V

A L

-2

-2

445+00450+00455+00

1+00

E 484441.31

N 648224.20

11 12

2+00

3+

4+

6+

7+

8+

5+

9.50

9.50

DO NOT USE FOR CONSTRUCTION

11 12 1111

-4

-2

-3

-1

-5

E

.3

N

.9

-5

E

.1

N

.4

E

.4

N

.6

E

.1

N

.9

C L

A C

C E

S S R

O A

D

S T

A

N

.9

E

.4

0+

.0

P C

.8

P T 9+ .4

P C

+4 5.

P T .0

.0

0+00

1+00

+0

90+0091+0092+00

92+89.92

PC =

+80 .45

PT = 36+06.96

PC = 87+73.03

P T

.9

6+00

23+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+0048+0049+0050+0051+0052+0053+0054+0055+0056+0057+0058+0059+0060+0061+0062+0063+0064+0065+0066+0067+0068+0069+0070+0071+0072+0073+0074+0075+0076+0077+0078+0079+0080+0081+0082+0083+0084+0085+0086+0087+0088+0089+0090+0091+0093+0094+0095+0096+0097+0098+0099+00100+00100+57.05

PC = 21+44.22

P T

.8

76+00 49+00

R 'R

= 50'

T O

E O

F S

L O

P E

0+00

1+00

+0

71+0071+33 71+33

T H A

V E S

E

N D A

V E S

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EVERGLADES BOULEVARD

N O

R T

H

G E

N E

R A

L

NOTE:

T H A

V E S

E

T H A

V E S

E

T H A

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N D A

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T H A

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T H A

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T H A

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N D A

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T H A

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T H A

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I-

MILLER BOULEVARD

T O M

IA

M I

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S

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T H A

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E

T H A

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E

N D A

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E

T H A

V E S

E

T H A

V E S

E

T H A

V E S

E

T H A

V E S

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T H A

V E S

E

T H A

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T H A

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T H A

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N D A

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E

N D A

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E

T H A

V E S

E

T H A

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E

T H A

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T H A

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T H A

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T H A

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N D A

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T H A

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T H A

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T H A

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NORTHING EASTING#

PROJECT BOUNDARY LIMITS

M

IL

L E

R

G .D

G

4 606481.91 468519.69

5 612280.56 468390.84

6 616372.95 468376.67

7 619137.22 468392.00

P R

O J

E C

T B

O U

N D

A R

Y L

IM

IT

S

(B E

R S

O N

(L Y

N C

H

U S

FAKA UNION

CANAL

T H A

V E S

E

T H A

V E S

E

(S T

E W

A R

T

BASE OPTION 1 OPTION 2

BERM

AND SPREADER

PUMP STATION

EXISTING MILLER

SPREADER BERM

STATION AND

UNION PUMP

EXISTING FAKA

11 648477.69 463617.04

10 646028.26 463562.00

9 645942.39 468889.00

8 623283.25 468483.64

1 648505.50 474166.46

2 626015.00 474363.17

3 606464.73 474536.25

NORTHING EASTING

STAGING AREA

G-06

657395.8

477807.9

477913.3

657033.0 477913.3

657395.8

657037.2 477807.9

S T

A

S T

A

LEGEND:

PROJECT BOUNDARY LIMITS

WITHIN THE PROJECT LIMITS SHOWN ON THIS DRAWING.

REFER TO DRAWINGS C-03 TO C-10 FOR LIMITS OF CONSTRUCTION

NORTHING EASTING

650476.7

474412.9

474886.9

650113.9 474866.9

650473.8

STOCKPILE AREA ASPHALT

SEE DATA G-06

ASPHALT REMOVAL

STORAGE AREA FOR

SEE DATA G-06

STAGING AREA

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

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0 0

-2

-2

E

.3

N

.2

3+

4+

6+

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8+

5+

.5

.5

X

X

DO NOT USE FOR CONSTRUCTION

02000' 1000' 2000' 4000'

C

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

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P -1

-B -0

M

IL

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M A

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A L

DO NOT USE FOR CONSTRUCTION

BCOES CERT.

395+00

400+00

405+00

410+00

415+00

390+00

420+00

425+00

430+00

435+00

440+00

445+00

450+00

455+00

460+00

465+00

397+45.01

PI 106TH AVE.

410+70.1

PI 108TH AVE.

423+87.2

PI 110TH AVE.

437+03.8

PI 112TH AVE.

450+29.8

PI 114TH AVE.

476+65.3

PI 118TH AVE.

463+46.6

PI 116TH AVE.

135+00

140+00

145+00

150+00

CONT. CONT.150+00

155+00

160+00

165+00

170+00

175+00

180+00

185+00

190+00

195+00

200+00

205+00

210+00

215+00

220+00

225+00

225+00

230+00

235+00

238+86

240+00

245+00

250+00

255+00

260+00

265+00

320+00

325+00

330+00

335+00

340+00

315+00 CONT. CONT.

270+00

275+00

280+00

285+00

290+00

295+00

300+00

305+00

310+00

315+00

345+00

350+00

355+00

360+00

365+00

370+00

375+00

380+00

385+00

390+00

470+00

475+00

480+00

485+00

490+00

495+00

500+00

505+00

510+00

465+00 CONT.

515+00

520+00

525+00

ROAD 529+47.46

POE SECONDARY

238+74.48

PI 82ND AVE.

126TH AVE.

ROAD 121+60.0

POB PRIMARY

516+25.19

PI 124TH AVE.

152+87.6

PI CANAL BACKFILL

159+55.6

PI 70TH AVE.

225+48.4

PI 80TH AVE.

199+12.2

PI 76TH AVE.

185+92.2

PI 74TH AVE.

172+74.0

PI 72ND AVE.

133+05.0

PI 66TH AVE.

146+37.3

PI 68TH AVE.

212+32.9

PI 78TH AVE.

251+90.4

PI 84TH AVE.

265+06.3

PI 86TH AVE.

278+24.1

PI 88TH AVE.

291+39.8

PI 90TH AVE.

304+67.3

PI 92ND AVE.

317+85.2

PI 94TH AVE

331+04.9

PI 96TH AVE.

344+29.6

PI 98TH AVE.

357+49.3

PI 100TH AVE.

371+05.2

PI 102ND AVE.

384+20.8

PI 104TH AVE.

503+07.7

PI 122ND AVE.

130+00

125+00

PI ( ) 146+37.28 646948.11 470064.97

Element: Linear

Tangent Length: 2477.28

PI ( ) 146+37.28 646948.11 470064.97

PI ( ) 121+60.00 649425.28 470041.71

STATION NORTHING EASTING

Style: Default

Description: Miller Primary

Horizontal Alignment Name: Miller

530+00

535+00

540+00

CONT.540+00

545+00

550+00

551+30.65

Tangent Length: 24663.30

POE ( ) 551+30.65 606301.35 470424.56

PI ( ) 304+67.35 631118.64 470202.10

Tangent Length: 3961.11

PI ( ) 304+67.35 631118.64 470202.10

PI ( ) 265+06.24 635079.59 470166.29

Tangent Length: 11868.96

PI ( ) 265+06.24 635079.59 470166.29

N.T.S.

MILLER BOULEVARD

POB - POINT OF BEGINNING

PI - POINT OF INTERSECTION

PC - POINT OF CURVE

PT - POINT OF TANGENT

POE - POINT OF ENDING

LEGEND

NORTH

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IG

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C A

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L S A

N D R

O A

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NOTE:

TO CONVERT NAVD 88 TO NGVD 29 ADD 1.33 FEET.

C-01

M

IL

L E

R

C -0

R R .D

C

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C O

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C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

J A

C K

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M

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A L

DO NOT USE FOR CONSTRUCTION

BCOES CERT.

POB - POINT OF BEGINNING

PI - POINT OF INTERSECTION

PC - POINT OF CURVE

PT - POINT OF TANGENT

POE - POINT OF ENDING

LEGEND

R O

A D A

L

IG

N M

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T S

NOTE:

L E

V E

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C A

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L S A

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C-02

M

IL

L E

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C -0

R R .D

Tangent Length: 6440.57

POE 64+40.57 648279.91 470052.47

POB 0+00.00 648212.55 463612.25

Horizontal Alignment Name: 66th St W

Tangent Length: 1033.22

POE 64+80.19 646948.11 470064.97

PI 54+46.97 646945.79 469031.75

Tangent Length: 1354.30

PI 54+46.97 646945.79 469031.75

PI 40+92.66 646930.47 467677.53

Tangent Length: 4092.66

PI 40+92.66 646930.47 467677.53

POB 0+00.00 646902.13 463584.97

Horizontal Alignment Name: 68th St W

Tangent Length: 1180.89

POE 11+80.89 645629.84 470076.22

POB 0+00.00 645621.42 468895.36

Horizontal Alignment Name: 70th St W

Tangent Length: 3964.67

Tangent Direction: N 89^21'38" E

POE 39+64.67 645674.08 474040.65

POB 0+00.00 645629.84 470076.22

Horizontal Alignment Name: 70th St E

Tangent Length: 1160.13

POE 15+78.95 642993.63 470098.73

PT 4+18.82 642991.37 468938.59

External: 26.50

Middle Ordinate: 19.92

Chord: 105.89

Tangent: 70.41

Length: 115.62

Radius: 80.30

PT 4+18.82 642991.37 468938.59

CC 642911.07 468938.75

PI 3+73.61 642991.24 468868.18

PC 3+03.20 642921.41 468859.12

Element: Circular

Tangent Length: 96.94

PC 3+03.20 642921.41 468859.12

PT 2+06.26 642825.28 468846.64

Non-coincident

External: 2.26

Middle Ordinate: 2.25

Chord: 73.30

Tangent: 36.92

Length: 73.48

Degree of Curvature(Arc): 19^05'15"

Radius: 300.18

PT 2+06.26 642825.26 468846.76

CC 642786.62 469144.44

PI 1+69.71 642788.64 468842.01

PC 1+32.78 642751.97 468846.27

Tangent Length: 64.31

PC 1+32.78 642751.97 468846.27

PT 0+68.47 642688.08 468853.70

External: 4.85

Middle Ordinate: 4.57

Chord: 53.27

Tangent: 28.25

Length: 54.31

Radius: 79.82

PT 0+68.47 642688.08 468853.70

CC 642678.87 468774.41

PI 0+42.41 642660.02 468856.96

PC 0+14.16 642636.15 468841.84

Tangent Length: 14.16

PC 0+14.16 642632.91 468839.55

POB 0+00.00 642621.34 468831.39

Horizontal Alignment Name: 74th St W

Tangent Length: 3956.47

POE 39+56.47 643036.31 474054.95

POB 0+00.00 642993.33 470098.72

Horizontal Alignment Name: 74th St E

Tangent Length: 1298.95

POE 12+98.95 641673.61 470110.00

POB 0+00.00 641659.24 468811.12

Horizontal Alignment Name: 76th St W

Tangent Length: 3956.25

POE 39+56.25 644353.05 474043.51

POB 0+00.00 644311.53 470087.48

Horizontal Alignment Name: 72nd St E

Tangent Length: 1153.97

POE 11+53.97 644311.53 470087.48

POB 0+00.00 644306.63 468933.52

Horizontal Alignment Name: 72nd St W

Tangent Length: 1252.91

POE 13+57.10 640352.70 470121.27

PT 1+04.19 640350.26 468868.36

External: 15.26

Middle Ordinate: 13.24

Chord: 99.55

Tangent: 57.36

Length: 104.19

Radius: 100.18

PT 1+04.19 640350.26 468868.36

CC 640450.44 468868.17

PI 0+57.36 640350.15 468811.01

PC 0+00.00 640399.56 468781.87

Horizontal Alignment Name: 78th St W

Tangent Length: 1382.20

POE 13+82.20 639037.28 470132.48

POB 0+00.00 639036.96 468750.29

Horizontal Alignment Name: 80th St W

Tangent Length: 3942.70

POE 39+42.70 639077.50 474074.98

POB 0+00.00 639037.28 470132.48

Horizontal Alignment Name: 80th St E

Tangent Length: 1367.69

POE 13+67.69 637711.24 470143.82

POB 0+00.00 637709.92 468776.13

Horizontal Alignment Name: 82nd St W

Tangent Length: 1447.56

POE 14+47.56 636386.38 468707.52

POB 0+00.00 636395.42 470155.05

Horizontal Alignment Name: 84th St W

Tangent Length: 3951.63

POE 39+51.63 636438.29 474106.45

POB 0+00.00 636395.42 470155.05

Horizontal Alignment Name: 84th St E

Tangent Length: 1417.16

POE 14+17.16 635061.85 468749.24

POB 0+00.00 635079.56 470166.29

Horizontal Alignment Name: 86th St W

Tangent Length: 3951.75

POE 39+51.75 635112.97 474117.90

POB 0+00.00 635079.56 470166.29

Horizontal Alignment Name: 86th St E

Tangent Length: 1430.69

POE 14+30.69 633761.80 470178.20

POB 0+00.00 633743.30 468747.63

Horizontal Alignment Name: 88th St W

Tangent Length: 3948.45

POE 39+48.45 633799.09 474126.48

POB 0+00.00 633761.80 470178.20

Horizontal Alignment Name: 88th St E

Tangent Length: 1542.66

POE 15+42.66 632446.14 470190.10

POB 0+00.00 632433.69 468647.49

Horizontal Alignment Name: 90th St W

Tangent Length: 3952.25

POE 39+52.25 632478.06 474142.22

POB 0+00.00 632446.14 470190.10

Horizontal Alignment Name: 90th St E

Tangent Length: 1578.52

POE 15+78.52 631112.34 468623.59

POB 0+00.00 631118.64 470202.10

Horizontal Alignment Name: 92nd St W

Tangent Length: 3953.88

POE 39+53.88 631155.59 474155.81

POB 0+00.00 631118.64 470202.10

Horizontal Alignment Name: 92nd St E

Tangent Length: 3954.83

POE 39+54.83 629836.70 474168.68

POB 0+00.00 629800.85 470214.02

Horizontal Alignment Name: 94th St E

Tangent Length: 1664.43

POE 16+64.43 628481.17 470225.95

POB 0+00.00 628459.14 468561.66

Horizontal Alignment Name: 96th St W

Tangent Length: 3958.10

POE 39+58.10 628533.56 474183.70

POB 0+00.00 628481.17 470225.95

Horizontal Alignment Name: 96th St E

Tangent Length: 1685.04

POE 16+85.04 627156.56 470237.92

POB 0+00.00 627130.95 468553.07

Horizontal Alignment Name: 98th St W

Tangent Length: 3954.53

POE 39+54.53 627192.49 474192.29

POB 0+00.00 627156.56 470237.92

Horizontal Alignment Name: 98th St E

Tangent Length: 1671.88

POE 16+71.88 625821.33 468578.04

POB 0+00.00 625836.89 470249.85

Horizontal Alignment Name: 100th St W

Tangent Length: 856.11

POE 16+54.78 624481.11 470262.11

PI 7+98.67 624468.09 469406.10

Tangent Length: 798.67

PI 7+98.67 624468.09 469406.10

POB 0+00.00 624471.90 468607.44

Horizontal Alignment Name: 102nd St W

Tangent Length: 3961.84

POE 39+61.84 624520.37 474223.76

POB 0+00.00 624481.10 470262.11

Horizontal Alignment Name: 102nd St E

Tangent Length: 1787.94

POE 17+87.94 623165.52 470274.01

POB 0+00.00 623150.38 468486.13

Horizontal Alignment Name: 104th St W

Tangent Length: 3960.77

POE 39+60.77 623199.05 474234.63

POB 0+00.00 623165.52 470274.01

Horizontal Alignment Name: 104th St E

Tangent Length: 1830.85

POE 18+30.85 621841.30 470285.98

POB 0+00.00 621827.73 468455.18

Horizontal Alignment Name: 106th St W

Tangent Length: 3958.99

POE 39+58.99 621879.30 474244.79

POB 0+00.00 621841.30 470285.98

Horizontal Alignment Name: 106th St E

Tangent Length: 1277.99

POE 12+77.99 620516.33 470297.96

POB 0+00.00 620511.81 469019.98

Horizontal Alignment Name: 108th St W

Tangent Length: 3960.55

POE 39+60.55 620548.96 474258.38

POB 0+00.00 620516.33 470297.96

Horizontal Alignment Name: 108th St E

Tangent Length: 1290.00

POE 12+90.00 619199.23 470309.87

POB 0+00.00 619181.82 469019.98

Horizontal Alignment Name: 110th St W

AN ENVIRONMENTAL SENSITIVE AREA.

OF THE ALIGNMENT DUE TO A BREAK DUE TO

ALIGNMENT REFERS TO THE THE CONTINUATION

3. THE EXT. DESCRIPTION IN THE HORIZONTAL

LOCATION OF ROAD TO MILLER BLVD.

HORIZONTAL ALIGNMENT NAME REFERS TO THE

2. THE EAST (E) AND WEST (W) DESCRIPTION IN

1. TO CONVERT NAVD 88 TO NGVD 29 ADD 1.33 FEET.

Tangent Length: 3953.71

POE 39+53.71 619237.95 474263.38

POB 0+00.00 619199.23 470309.87

Horizontal Alignment Name: 110th St E

Tangent Length: 1858.64

POE 18+58.64 617882.69 470321.77

POB 0+00.00 617862.53 468463.24

Horizontal Alignment Name: 112th St W

Tangent Length: 3945.71

POE 39+45.71 617925.50 474267.25

POB 0+00.00 617882.69 470321.77

Horizontal Alignment Name: 112th St E

Tangent Length: 1364.68

POE 13+64.68 616567.55 470333.66

POB 0+00.00 616556.01 468969.03

Horizontal Alignment Name: 114th St W

Tangent Length: 3948.16

POE 39+48.16 616597.31 474281.55

POB 0+00.00 616556.81 470333.60

Horizontal Alignment Name: 114th St E

Tangent Length: 1949.38

POE 19+49.38 615240.07 470345.66

POB 0+00.00 615237.63 468396.29

Horizontal Alignment Name: 116th St W

Tangent Length: 3950.34

POE 39+50.34 615273.42 474295.86

POB 0+00.00 615240.06 470345.66

Horizontal Alignment Name: 116th St E

Tangent Length: 1800.00

POE 20+67.55 613921.42 470357.58

PI 2+67.55 613904.67 468557.66

Tangent Length: 213.79

PI 2+67.55 613888.39 468525.83

PT 0+53.77 613716.25 468399.05

External: 1.82

Middle Ordinate: 1.80

Chord: 53.61

Tangent: 27.05

Length: 53.77

Radius: 200.00

PT 0+53.77 613716.25 468399.05

CC 613834.86 468238.01

PI 0+27.05 613694.48 468383.01

PC 0+00.00 613677.74 468361.76

Horizontal Alignment Name: 118th St W

Tangent Length: 3952.69

POE 39+52.69 613950.95 474310.16

POB 0+00.00 613921.42 470357.58

Horizontal Alignment Name: 118th St E

Tangent Length: 1971.86

POE 19+71.86 612601.77 470369.52

POB 0+00.00 612585.55 468397.72

Horizontal Alignment Name: 120th St W

Tangent Length: 3944.50

POE 39+44.50 612634.21 474313.88

POB 0+00.00 612601.77 470369.52

Horizontal Alignment Name: 120th St E

Tangent Length: 1947.15

POE 19+47.15 611279.10 470381.47

POB 0+00.00 611271.67 468434.34

Horizontal Alignment Name: 122th St W

Tangent Length: 3952.58

POE 39+52.58 611313.18 474333.91

POB 0+00.00 611279.09 470381.47

Horizontal Alignment Name: 122th St E

Tangent Length: 1845.87

POE 19+60.05 609961.64 470393.39

PT 1+14.18 609946.39 468547.58

External: 3.78

Middle Ordinate: 3.67

Chord: 58.86

Tangent: 30.36

Length: 59.47

Radius: 120.00

PT 1+14.18 609946.39 468547.58

CC 609826.39 468548.57

PI 0+85.07 609946.14 468517.22

PC 0+54.72 609931.48 468490.64

Tangent Length: 41.46

PC 0+54.72 609931.48 468490.64

PT 0+13.25 609911.46 468454.33

External: 0.37

Middle Ordinate: 0.37

Chord: 13.23

Tangent: 6.65

Length: 13.25

Radius: 60.00

PT 0+13.25 609911.46 468454.33

CC 609858.92 468483.29

PI 0+06.65 609908.25 468448.50

PC 0+00.00 609903.84 468443.52

Horizontal Alignment Name: 124th St W

Tangent Length: 3948.55

POE 39+48.55 609996.44 474341.78

POB 0+00.00 609961.64 470393.39

Horizontal Alignment Name: 124th St E

Tangent Length: 3945.88

POE 39+45.88 608673.26 474351.08

POB 0+00.00 608639.45 470405.34

Horizontal Alignment Name: 126th St E

Tangent Length: 3954.88

POE 39+54.88 625873.70 474204.56

POB 0+00.00 625836.89 470249.85

Horizontal Alignment Name: 100th St E

Tangent Length: 3955.29

POE 39+55.29 640386.37 474076.41

POB 0+00.00 640352.70 470121.27

Horizontal Alignment Name: 78th St. E

Tangent Length: 3950.67

POE 39+50.67 637750.02 474094.29

POB 0+00.00 637711.24 470143.82

Horizontal Alignment Name: 82nd St E

Tangent Length: 3955.95

POE 39+55.95 641718.85 474065.68

POB 0+00.00 641673.61 470110.00

Horizontal Alignment Name: 76th St. E

Tangent Length: 3961.70

POE 39+61.70 646998.69 474026.34

POB 0+00.00 646948.11 470064.97

Horizontal Alignment Name: 68th St E

Tangent Length: 3957.48

POE 39+57.48 648321.30 474009.73

POB 0+00.00 648279.91 470052.47

Horizontal Alignment Name: 66th St E

Tangent Length: 1645.18

POE 16+45.18 629797.65 468568.84

POB 0+00.00 629800.85 470214.02

Horizontal Alignment Name: 94th St W

Tangent Length: 3939.32

POE 39+39.32 607352.94 474355.37

POB 0+00.00 607322.99 470416.16

Horizontal Alignment Name: 128th St E

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Jacksonville District

DEPENDS ON YOU

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-B -0

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DO NOT USE FOR CONSTRUCTION

BCOES CERT.

0+00

12+00

13+00

TOE OF SLOPE

TYP.C

C-03 C-12

B

C-03 C-11

A

C -0

C -1

B

C -0

C -1

A

C -0

C -1

SEE SHEET C-10

EXISTING TRAM ROAD 1

T Y

P

130+00

80+00

85+00

90+00

95+00

100+00

105+00

110+00

115+00

120+00

125+00

135+00

140+00

145+00

150+00

155+00

62ND AVE SE

68TH AVE SE

64TH AVE SE

M

IL

L E

R B

L V

D

58TH AVE SE

60TH AVE SE

66TH AVE SE

L E

E W

IL

L

IA

M S R

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F U

L T

O N S

T

SNAKE ROAD

PRIVATE LAND

EXISTING DRAINAGE CANAL

C-03

NORTH

SHEET INDEX

GRAPHIC SCALE

400 8000

N.T.S.

L E

V E

E S

C A

N A

L S A

N D R

O A

D S

S

IT

E P

L A

N

NOTE:

TO CONVERT NAVD 88 TO NGVD 29 ADD 1.33 FEET.

C-03

SEE SHEET C-05 FOR CONTINUATION

S E

E S

H E

E T C

-0 F

O R C

O N

T

IN

U A

T

IO

N

M

IL

L E

R

C -0

R R .D

G N

(TO REMAIN)

SPREADER BERM

PUMP STATION

EXISTING MILLER

BOUNDARY

PROJECT

(TO REMAIN)

LEVEE

PUMP STATION

EXISTING MILLER

C-03 C-11

TYP

NOTES:

1. FOR ALIGNMENT INFO SEE

TO MILLER CANAL.

AT THE END OF EACH ROAD NEXT

2. STOCKPILE ANY SURPLUS MATERIAL

SEE SHEET G-06

3. FOR STAGING AREA COORDINATES

SHEETS C-01, C-02 AND C-10.

DEGRADED

TRAM ROAD TO BE

RIGHT-OF-WAY LIMITS

FORMER ROAD

LEGEND

SPOIL AND SWALES TO BE

LEVELED

ROAD TO REMAIN, ADJACENT

ROAD TO BE DEGRADED

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US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

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DO NOT USE FOR CONSTRUCTION

BCOES CERT.

315+00320+00 325+00330+00335+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

22+00

23+00

24+00

25+00

26+00

27+00

28+00

29+00

320+00

341+00

17+00

18+00

19+00

20+00

21+00

22+00

23+00

24+00

25+00

26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00

44+

45+

46+

47+

48+

49+

50+

51+

52+

53+

54+

55+

56+

57+

58+

59+

60+

61+

62+

63+

64+

65+

66+

67+

68+

69+

9.50

X

T O

E O

F S

L O

P E

T O

E O

F S

L O

P E

T O

E O

F S

L O

P E

T O

E O

F S

L O

P E

T O

E O

F S

L O

P E

T O

E O

F S

L O

P E

T O

E O

F S

L O

P E

T O

E O

F S

L O

P E

T O

P O

F B

A N

K

T O

P O

F B

A N

K

T O

P O

F B

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T O

P O

F B

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T O

P O

F B

A N

K

T O

P O

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T O

P O

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T O

P O

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T O

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58TH AVE SE

60TH AVE SE

62ND AVE SE

68TH AVE SE

58TH AVE. SE

60TH AVE. SE

62ND AVE. SE

E V

E R

G L

A D

E S B

L V

D

M

IL

L E

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A N

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64TH AVE SE

66TH AVE SE

550+00

555+00

560+00

565+00

570+00

575+00

580+00

585+00

590+00

595+00

600+00

605+00

610+00

615+00

620+00

625+00

0 2

70+00

71+3371+33

TYP.

A

C -0

C -1

C-04 C-11

SHEET INDEX

N.T.S.

C-04

11+00

11+00

11+00

PUMP STATION

EXISTING MILLER

(TO REMAIN)

SPREADER BERM

PUMP STATION

EXISTING MILLER

(TO REMAIN)

SPREADER BERM

PUMP STATION

EXISTING FAKA UNION

DATA.

SHEET G-06 FOR LOCATION

ASPHALT REMOVAL. SEE

STOCKPILE LOCATION FOR

NORTH

GRAPHIC SCALE

400 8000

L E

V E

E S

C A

N A

L S A

N D R

O A

D S

S

IT

E P

L A

N

CL

NOTE:

TO CONVERT NAVD 88 TO NGVD 29 ADD 1.33 FEET.

C-04

SEE SHEET C-05 FOR CONTINUATION

S E

E S

H E

E T C

-0 F

O R C

O N

T

IN

U A

T

IO

N

M

IL

L E

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C -0

R R .D

G N

AND SHEET C-10 FOR COORDINATES.

(ESA) SEE DETAIL 1, SHEET C-12

ENVIRONMENTALLY SENSITIVE AREA

ESA 1

BOUNDARY.

TO BE PERFORMED) WITHIN ESA

ROAD TO GAIN ACCESS (NO GRADING

3. CONTRACTOR MAY USE EXISTING

TO MILLER CANAL.

AT THE END OF 70TH AVENUE NEXT

FROM 66TH AND 68TH AVENUE AT

2. STOCKPILE SURPLUS MATERIAL

NOTES:

1. FOR ALIGNMENT INFO SEE

SHEET C-02.

RIGHT-OF-WAY LIMITS

FORMER ROAD

LEGEND

C

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

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IP

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N N o

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A S S

H O

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M A

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M R

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W A

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A N

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T E

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P -1

-B -0

M

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M A

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O A

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DO NOT USE FOR CONSTRUCTION

BCOES CERT.

70TH AVE SE

72ND AVE SE

74TH AVE SE

76TH AVE SE

78TH AVE SE

80TH AVE SE

M

IL

L E

R B

L V

D

M

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L E

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A N

A L

TYP.

C-05

TYP.

T Y

P

TYP.

T Y

P

TYP.

T Y

P

C

C

C-12

A

C -0

C -1

B

C-05 C-11

C -0

C -1

C-05 C-11

B

C -0

C -1

C-05 C-11

SEE SHEET C-10

EXISTING TRAM ROAD 1

SEE SHEET C-10

EXISTING TRAM ROAD 2

SEE SHEET C-10

EXISTING TRAM ROAD 1

SEE SHEET C-10

EXISTING TRAM ROAD 3

160+00

165+00

170+00

175+00

180+00

185+00

190+00

195+00

200+00

205+00

210+00

215+00

220+00

225+00

230+00

155+00

ESA 2

C-05

NORTH

SHEET INDEX

N.T.S.

GRAPHIC SCALE

400 8000

L E

V E

E S

C A

N A

L S A

N D R

O A

D S

S

IT

E P

L A

N

NOTE:

TO CONVERT NAVD 88 TO NGVD 29 ADD 1.33 FEET.

C-05

SEE SHEET C-06 FOR CONTINUATION

SEE SHEET C-04 FOR CONTINUATIONSEE SHEET C-03 FOR CONTINUATION

M

IL

L E

R

C -0

R R .D

G N

M

IL

L E

R B

L V

D

M

IL

L E

R C

A N

A L

3. CONTRACTOR MAY USE EXISTING

ROAD TO GAIN ACCESS (NO GRADING

TO BE PERFORMED) WITHIN ESA

BOUNDARY.

CANAL

PLUGGING OF MILLER

STOCKPILES FOR FUTURE

CANAL

PLUGGING OF MILLER

STOCKPILES FOR FUTURE

CANAL

PLUGGING OF MILLER

STOCKPILES FOR FUTURE

CANAL

PLUGGING OF MILLER

STOCKPILES FOR FUTURE

CANAL

PLUGGING OF MILLER

STOCKPILES FOR FUTURE

CANAL

PLUGGING OF MILLER

STOCKPILES FOR FUTURE

TO MILLER CANAL.

AT THE END OF EACH ROAD NEXT

2. STOCKPILE ANY SURPLUS MATERIAL

SPOIL AND SWALES TO BE

LEVELED

AND SHEET C-10 FOR COORDINATES.

(ESA) SEE DETAIL 1, SHEET C-12

ENVIRONMENTALLY SENSITIVE AREA

ROAD TO REMAIN, ADJACENT

BOUNDARY

PROJECT

NOTES:

1. FOR ALIGNMENT INFO SEE

DEGRADED

TRAM ROAD TO BE

SHEETS C-01, C-02 AND C-10.

RIGHT-OF-WAY LIMITS

FORMER ROAD

LEGEND

ESA 4

B

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

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N N o

J A

C K

S O

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L E F

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R T

R A

M A

N D R

O A

D R

E M

O V

A L

DO NOT USE FOR CONSTRUCTION

BCOES CERT.

T Y

P

T Y

P

TYP.

T Y

P

C -0

C -1

B

C -0

C -1

B

C-06 C-11

TYP.

B

C -0

C -1

C

C-06 C-11

SEE SHEET C-10

EXISTING TRAM ROAD 4

SEE SHEET C-10

EXISTING TRAM ROAD 5

SEE SHEET C-10

EXISTING TRAM ROAD 6

SEE SHEET C-10

EXISTING TRAM ROAD 8

C-06 C-11

SEE SHEET C-10

EXISTING TRAM ROAD 7

235+00

240+00

245+00

250+00

255+00

260+00

265+00

270+00

275+00

280+00

285+00

290+00

295+00

300+00

305+00

310+00

86TH AVE SE

90TH AVE SE

92ND AVE SE

82ND AVE SE

84TH AVE SE

88TH AVE SE

M

IL

L E

R B

L V

D

M

IL

L E

R C

A N

A L

ESA 3

20 21

C-06

NORTH

SHEET INDEX

GRAPHIC SCALE

400 8000

N.T.S.

S

IT

E P

L A

N

L E

V E

E S

C A

N A

L S A

N D R

O A

D S

NOTE:

TO CONVERT NAVD 88 TO NGVD 29 ADD 1.33 FEET.

C-06

SEE SHEET C-07 FOR CONTINUATION

SEE SHEET C-05 FOR CONTINUATION

M

IL

L E

R

C -0

R R .D

G N

AND SHEET C-10 FOR COORDINATES.

(ESA) SEE DETAIL 1, SHEET C-12

ENVIRONMENTALLY SENSITIVE AREA

3. CONTRACTOR MAY USE EXISTING

ROAD TO GAIN ACCESS (NO GRADING

TO BE PERFORMED) WITHIN ESA

BOUNDARY.

PLUGGING OF MILLER CANAL

STOCKPILES FOR FUTURE

PLUGGING OF MILLER CANAL

STOCKPILES FOR FUTURE

PLUGGING OF MILLER CANAL

STOCKPILES FOR FUTURE

PLUGGING OF MILLER CANAL

STOCKPILES FOR FUTURE

PLUGGING OF MILLER CANAL

STOCKPILES FOR FUTURE

PLUGGING OF MILLER CANAL

STOCKPILES FOR FUTURE

TO MILLER CANAL.

AT THE END OF EACH ROAD NEXT

2. STOCKPILE ANY SURPLUS MATERIAL

SPOIL AND SWALES TO BE

LEVELED

ROAD TO REMAIN, ADJACENT

BOUNDARY

PROJECT

TRAM ROAD TO BE DEGRADED

RIGHT-OF-WAY LIMITS

FORMER ROAD

LEGEND

ROAD TO BE DEGRADED

NOTES:

1. FOR ALIGNMENT INFO SEE

DRAWINGS C-01, C-02 AND C-10.

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

P

IC

A Y

U N

E S

T R

A N

D R

E S

T O

R A

T

IO

N P

R O J

E C

T C

O M

P R

E H

E N

S

IV

E E

V E

R G

L A

D E

S R

E S

T O

R A

T

IO

N P

L A

N

N /A

N /A

A S S

H O

W N

A U

G

M A

R

M R

D

M D

T

M U

R

IK

A R

D A

V

IS

W A

C

A N

D A

S S

O C

IA

T E

D W

O R

K S

W E

P -1

-B -0

M

IL

L E

R T

R A

M A

N D R

O A

D R

E M

O V

A L

DO NOT USE FOR CONSTRUCTION

BCOES CERT.

TYP.

TYP.

TYP.

C-07 C-12

B

C-07 C-11

A T

Y P . C -0

C -1

TYP.

C

C-07 C-11

SEE SHEET C-10

EXISTING TRAM ROAD 9

C-07 C-11

315+00

320+00

325+00

330+00

335+00

340+00

345+00

350+00

355+00

360+00

365+00

370+00

375+00

380+00

385+00

96TH AVE SE

98TH AVE SE

100TH AVE SE / STEWART BLVD.

102ND AVE SE

104TH AVE SE

94TH AVE SE

E V

E R

G L

A D

E S B

L V

D

M

IL

L E

R B

L V

D

M

IL

L E

R C

A N

A L

C-07

NORTH

SHEET INDEX

GRAPHIC SCALE

400 8000

N.T.S.

S

IT

E P

L A

N

L E

V E

E S

C A

N A

L S A

N D R

O A

D S

NOTE:

TO CONVERT NAVD 88 TO NGVD 29 ADD 1.33 FEET.

C-07

SEE SHEET C-08 FOR CONTINUATION

SEE SHEET C-06 FOR CONTINUATION

M

IL

L E

R

C -0

R R .D

G N

PLUGGING OF MILLER CANAL

STOCKPILES FOR FUTURE

PLUGGING OF MILLER CANAL

STOCKPILES FOR FUTURE

PLUGGING OF MILLER CANAL

STOCKPILES FOR FUTURE

PLUGGING OF MILLER CANAL

STOCKPILES FOR FUTURE

PLUGGING OF MILLER CANAL

STOCKPILES FOR FUTURE

PLUGGING OF MILLER CANAL

STOCKPILES FOR FUTURE

TO MILLER CANAL.

AT THE END OF EACH ROAD NEXT

2. STOCKPILE ANY SURPLUS MATERIAL

SPOIL AND SWALES TO BE

LEVELED

ROAD TO REMAIN, ADJACENT

BOUNDARY

PROJECT

NOTES:

1. FOR ALIGNMENT INFO SEE

DRAWINGS…