01_DRAFT_CNT2_Plans_4Civil_Part14.pdf

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THIS SHEET

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License No. 80425

Professional Engineer, State of Florida, , Jeff Rapolti Jr.

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GENERAL SHEET NOTES

POLYGON #17

SW 26TH ST.

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MITIGATION AREA "A" - ENLARGEMENT (SE) - NATIVE SPECIES PLANTING PLAN

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COUNTY MITIGATION SITE

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NUISANCE SPECIES.

TO MAXIMIZE PLANTING AREAS AND, TO REMOVE INVASIVE AND

(UMAM). POLYGON LIMITS WERE ADJUSTED DURING THE DESIGN PHASE

OF PROJECT SPECIFIC UNIFORM MITIGATION ASSESSMENT METHOD

POLYGON LIMITS WERE ORIGINALLY CREATED DURING DEVELOPMENT 9.

PLANTING ACTIVITIES OCCUR. SEE SHEET C-0002.

COMPLETE CONSTRUCTION OF L-512 FROM 657+00 TO 685+00 BEFORE8.

DISTRICT (2016 AND 2021).

AND ARE BASED ON LIDAR DATA PROVIDED BY USACE JACKSONVILLE

TOPOGRAPHIC CONTOURS REPRESENT A 1 FOOT CONTOUR INTERVAL 7.

EARLIER THAN THE MONTH OF MAY FOLLOWING PLANTING.

PLANTING. FLOODING OF THE MITIGATION AREA WILL NOT OCCUR ANY

REQUIREMENTS ASSOCIATED WITH CLEARING, GRUBBING AND

REFER TO SPECIFICATIONS (31 11 00 AND 32 93 00) FOR TIME OF YEAR 6.

AND ARE EXCLUDED FROM PLANTING PLAN.

DITCHES ARE LOCATED OUTSIDE OF ENHANCEMENT SITE BOUNDARIES

CASTED BERM MATERIAL WITHIN LIMITS OF MITIGATION AREA "A".

EXISTING CANAL A/5 AND EXISTING CANAL B/4 TO BE FILLED WITH SIDE-5.

#15).

4. NO WORK WILL OCCUR WITHIN THE COUNTY MITIGATION SITE (POLYGON

SPECIES REMOVAL.

TO SPECIFICATIONS FOR GUIDANCE ON EXOTIC INVASIVE PLANT

MELALEUCA, BRAZILIAN PEPPERBUSH, AND AUSTRALIAN PINE. REFER

INVASIVE PLANT SPECIES INCLUDE BUT ARE NOT LIMITED TO:

BIOLOGIST EXPERIENCED IN EVERGLADES ECOLOGY. EXISTING EXOTIC

CONTRACTING OFFICER WITH INPUT FROM CONTRACTOR'S WETLAND

MECHANICAL EQUIPMENT BY CONTRACTOR AND OVERSEEN BY A

MUST BE SELECTIVELY CLEARED WITH HAND POWERED TOOLS AND

EXISTING INVASIVE AND NUISANCE SPECIES WITHIN MARSH POLYGON 21 3.

INCLUDED.

BERMS PARALLEL TO CANAL B/4 AND CANAL A/5. REPLANTING IS NOT

CONTRACTOR MUST CLEAR AND GRUB VEGETATION ON EXISTING 2.

FOLLOW 0 FT CONTOUR, AND EXCLUDING CHANNEL IN FINGERLAKES.

NAVD88 CONTOUR AND PLANTING IN POLYGONS #15 AND #16 TO

PLANTING IN MITIGATION POLYGONS #17 AND #21 TO FOLLOW +5 FT 1.

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the signature must be verified signed and sealed and document are not considered

Printed copies of this

Jeff Rapolti Jr.

signed and sealed by

This item has been digitally

License No. 80425

Professional Engineer, State of Florida, , Jeff Rapolti Jr.

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MATCHLINE CE0008

BERMED ROAD

MITIGATION AREA "A" - ENLARGEMENT (SE) - NATIVE SPECIES PLANTING PLAN

A1

N

160'0 80'

LEGEND

MARSH PLANTNG ZONE

LITTORAL PLANTING ZONE

COUNTY MITIGATION SITE

PROJECT BOUNDARY

USACE POLYGON BOUNDARY

CONSTRUCTION LIMIT

U S

SW 36TH ST

S O

U T H P

O S T R

O A

D

SW 26TH ST

GRIFFIN ROAD

N

KEY PLAN

NUISANCE SPECIES.

TO MAXIMIZE PLANTING AREAS AND, TO REMOVE INVASIVE AND

(UMAM). POLYGON LIMITS WERE ADJUSTED DURING THE DESIGN PHASE

OF PROJECT SPECIFIC UNIFORM MITIGATION ASSESSMENT METHOD

POLYGON LIMITS WERE ORIGINALLY CREATED DURING DEVELOPMENT 9.

PLANTING ACTIVITIES OCCUR. SEE SHEET C-0002.

COMPLETE CONSTRUCTION OF L-512 FROM 657+00 TO 685+00 BEFORE8.

DISTRICT (2016 AND 2021).

AND ARE BASED ON LIDAR DATA PROVIDED BY USACE JACKSONVILLE

TOPOGRAPHIC CONTOURS REPRESENT A 1 FOOT CONTOUR INTERVAL 7.

EARLIER THAN THE MONTH OF MAY FOLLOWING PLANTING.

PLANTING. FLOODING OF THE MITIGATION AREA WILL NOT OCCUR ANY

REQUIREMENTS ASSOCIATED WITH CLEARING, GRUBBING AND

REFER TO SPECIFICATIONS (31 11 00 AND 32 93 00) FOR TIME OF YEAR 6.

AND ARE EXCLUDED FROM PLANTING PLAN.

DITCHES ARE LOCATED OUTSIDE OF ENHANCEMENT SITE BOUNDARIES

CASTED BERM MATERIAL WITHIN LIMITS OF MITIGATION AREA "A".

EXISTING CANAL A/5 AND EXISTING CANAL B/4 TO BE FILLED WITH SIDE-5.

#15).

4. NO WORK WILL OCCUR WITHIN THE COUNTY MITIGATION SITE (POLYGON

SPECIES REMOVAL.

TO SPECIFICATIONS FOR GUIDANCE ON EXOTIC INVASIVE PLANT

MELALEUCA, BRAZILIAN PEPPERBUSH, AND AUSTRALIAN PINE. REFER

INVASIVE PLANT SPECIES INCLUDE BUT ARE NOT LIMITED TO:

BIOLOGIST EXPERIENCED IN EVERGLADES ECOLOGY. EXISTING EXOTIC

CONTRACTING OFFICER WITH INPUT FROM CONTRACTOR'S WETLAND

MECHANICAL EQUIPMENT BY CONTRACTOR AND OVERSEEN BY A

MUST BE SELECTIVELY CLEARED WITH HAND POWERED TOOLS AND

EXISTING INVASIVE AND NUISANCE SPECIES WITHIN MARSH POLYGON 21 3.

INCLUDED.

BERMS PARALLEL TO CANAL B/4 AND CANAL A/5. REPLANTING IS NOT

CONTRACTOR MUST CLEAR AND GRUB VEGETATION ON EXISTING 2.

FOLLOW 0 FT CONTOUR, AND EXCLUDING CHANNEL IN FINGERLAKES.

NAVD88 CONTOUR AND PLANTING IN POLYGONS #15 AND #16 TO

PLANTING IN MITIGATION POLYGONS #17 AND #21 TO FOLLOW +5 FT 1.

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D-511 ESA EMBANKMENT CENTERLINE

L-514 LEVEE CENTERLINE

L-512 LEVEE CENTERLINE

CENTERLINE

D-511 EMBANKMENT

SOUTHWEST 26TH STREET

L-511 LEVEE AND RAISED

C-511 CANAL CENTERLINE

STA. 0+00.00 = D-511 STA. 313+32.23

START/END D-511 EMBANKMENT

L-511 STA 956+87.86

STA. 735+27.06 =

END L-512 LEVEE

START C-512 CANAL

C-512 CANAL CENTERLINE

GEOMETRY

C-511 CANAL CENTERLINE

CENTERLINE

C-514 ESA CANAL

1150+00

SOUTHWEST 26TH STREET

START L-511 LEVEE AND RAISED

BEGIN L-512 LEVEE

END L-514 LEVEE

STA 657+26

END C-512 CANAL

SOUTHWEST 26TH STREET

END L-511 LEVEE AND RAISED

STA 600+00.00 = L-511 STA 901+53.02

START L-514 LEVEE

STA 443+90.56 = D-511 STA 285+97.33

END D-511 ESA EMBANKMENT

STA. 500+00.00 = C-511 STA. 1093+19.42

START C-514 CANAL

STA. 400+00.00 = D-511 STA. 287+71.86

START D-511 ESA EMBANKMENT

C-514 STA. 501+52.90 = D-511 STA. 286+83.60

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the signature must be verified signed and sealed and document are not considered

Printed copies of this

Vincent Joseph Severance signed and sealed by

This item has been digitally

License No. 93101

Professional Engineer, State of Florida, Vincent Joseph Severance, B R

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KEY PLAN

C-11 IMPOUNDMENT

MITIGATION AREA "A"

MATCH LINE CF0002

L51 C52

L52 L90

C90

L91

C91

L92

C92

C57

C20

L56

C51

L50

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HORIZONTAL CONTROL AND CENTERLINE

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GENERAL NOTES

SEE SHEET CF0003 FOR ALIGNMENT AND CURVE DATA.1.

C56

L40

L14

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400' 800'0

N

LEGEND

PI IDENTIFIER

PC/PT IDENTIFIER

CURVE IDENTIFIER

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D-511 EMBANKMENT

D-511 EMBANKMENT CENTERLINE

D-511 ESA EMBANKMENT CENTERLINE

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START C-511 CANAL

GEOMETRY

CENTERLINE

C-511 CANAL

CENTERLINE

C-511 CANAL

C-514 ESA CANAL CENTERLINE

WEST ESA BOUNDARY

B7

EMBANKMENT

D-511 ESA

CENTERLINE

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BEGIN PROJECT

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BEGIN PROJECT (TEMPORARY)

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D-511 EMBANKMENT ALIGNMENT

STA. 147+50.00

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C-511 CANAL ALIGNMENT

STA. 1270+52.60

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C-514 STA. 514+90.68

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END C-514 ESA CANAL

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I I on any electronic copies.

the signature must be verified signed and sealed and document are not considered

Printed copies of this

Vincent Joseph Severance signed and sealed by

This item has been digitally

License No. 93101

Professional Engineer, State of Florida, Vincent Joseph Severance, B R

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HORIZONTAL CONTROL AND CENTERLINE GEO

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GENERAL NOTES

SEE SHEET CF0003 FOR ALIGNMENT AND CURVE DATA.1.

LEGEND

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114.5457.87°207.18209.26N0.28°W844,198.03634,260.35529+74.99 POEN57.59°E844,101.91634,084.42527+65.73PRCC6

64.3157.87°116.32117.49N57.59°E844,101.91634,084.42527+65.73PRCN0.29°W844,047.94633,985.64526+48.24PCC5

197.54N0.29°W844,047.94633,985.64526+48.24PCN0.29°W844,048.93633,788.11524+50.70PTL4

116.3390.00°116.33182.73N0.29°W844,048.93633,788.11524+50.70PTS89.71°W844,165.85633,672.36522+67.97PCC4

70.27S89.71°W844,165.85633,672.36522+67.97PCS89.71°W844,236.11633,672.72521+97.71PTL3

116.3390.00°116.33182.73S89.71°W844,236.11633,672.72521+97.71PTS0.29°E844,351.85633,789.63520+14.98PCC3

197.54S0.29°E844,351.85633,789.63520+14.98PCS0.29°E844,350.86633,987.16518+17.44PTL2

64.3157.87°116.32117.49S0.29°E844,350.86633,987.16518+17.44PTS58.16°E844,295.91634,085.39516+99.95PRCC2

114.5457.87°207.18209.27S58.16°E844,295.91634,085.39516+99.95PRCS0.29°E844,198.03634,260.36514+90.68PCC1

1,490.68S0.29°E844,198.03634,260.36514+90.68PCS0.29°E844,190.55635,751.02500+00.00POBL1

TANGENTDELTARADIUSLENGTHEND DIRECTIONEND EASTINGEND NORTHING

STATION

END

POINT TYPESTART DIRECTIONSTART EASTINGSTART NORTHING

STATION

BEGIN

POINT TYPEELEMENT

C-514 ESA CANAL ALIGNMENT AND CURVE TABLE

1,358.26N0.29°W844,104.05635,597.69443+90.56POEN0.29°W844,110.87634,239.44430+32.30PTL14

59.1957.87°107.06108.13N0.29°W844,110.87634,239.44430+32.30PTN57.58°E844,061.20634,148.53429+24.17PRCC15

106.2957.87°192.26194.20N57.58°E844,061.20634,148.53429+24.17PRCN0.29°W843,972.00633,985.26427+29.97PCC14

197.54N0.29°W843,972.00633,985.26427+29.97PCN0.29°W843,972.99633,787.72425+32.43PTL13

192.2790.00°192.27302.01N0.29°W843,972.99633,787.72425+32.43PTS89.71°W844,166.22633,596.42422+30.42PCC13

70.28S89.71°W844,166.22633,596.42422+30.42PCS89.71°W844,236.50633,596.78421+60.14PTL12

192.2790.00°192.27302.01S89.71°W844,236.50633,596.78421+60.14PTS0.29°E844,427.79633,790.00418+58.13PCC12

197.54S0.29°E844,427.79633,790.00418+58.13PCS0.29°E844,426.80633,987.54416+60.59PTL11

106.2957.87°192.26194.20S0.29°E844,426.80633,987.54416+60.59PTS58.16°E844,335.97634,149.91414+66.39PRCC11

59.1957.87°107.06108.13S58.16°E844,335.97634,149.91414+66.39PRCS0.29°E844,285.40634,240.32413+58.26PCC10

1,358.26S0.29°E844,285.40634,240.32413+58.26PCS0.29°E844,278.58635,598.56400+00.00POBL10

TANGENTDELTARADIUSLENGTHEND DIRECTIONEND EASTINGEND NORTHING

STATION

END

POINT TYPESTART DIRECTIONSTART EASTINGSTART NORTHING

STATION

BEGIN

POINT TYPEELEMENT

D-511 ESA EMBANKMENT ALIGNMENT AND CURVE TABLE

147+50.00.

*D-511 EMBANKMENT ALIGNMENT BEGIN PROJECT AT STATION 205+20.00 AND END PROJECT AT STATION 144+80.00, TEMPORARY BEGIN PROJECT AT STATION 202+50.00 AND TEMPORARY END PROJECT AT STATION

98.1588.93°100.00155.21N89.38°E844,875.93637,762.92313+33.27 POEN0.45°E844,777.02637,663.71311+78.06PCC36

1,733.65N0.45°E844,777.02637,663.71311+78.06PCN0.45°E844,763.43635,930.11294+44.42PTL36

329.1489.26°333.40519.42N0.45°E844,763.43635,930.11294+44.42PTN89.71°E844,431.71635,599.33289+25.00PCC35

1,953.72N89.71°E844,431.71635,599.33289+25.00PCN89.71°E842,478.02635,589.53269+71.28PTL35

100.9690.55°100.00158.04N89.71°E842,478.02635,589.53269+71.28PTN0.84°W842,378.53635,488.07268+13.24PCC34

5,478.50N0.84°W842,378.53635,488.07268+13.24PCN0.84°W842,458.63630,010.15213+34.74PTL34

41.9445.50°100.0079.42N0.84°W842,458.63630,010.15213+34.74PTN46.34°W842,489.58629,939.27212+55.33PCC33

403.25N46.34°W842,489.58629,939.27212+55.33PCN46.34°W842,781.32629,660.87208+52.07PTL33

141.7045.00°342.10268.68N46.34°W842,781.32629,660.87208+52.07PTN1.34°W842,887.15629,421.38205+83.39PCC32

670.05N1.34°W842,887.15629,421.38205+83.39PCN1.34°W842,902.82628,751.52199+13.34PTL32*

96.9988.25°100.00154.02N1.34°W842,902.82628,751.52199+13.34PTN89.59°W843,002.07628,653.86197+59.31PCC31

2,064.72N89.59°W843,002.07628,653.86197+59.31PCN89.59°W845,066.74628,639.00176+94.59PTL31

1.832.10°100.003.66N89.59°W845,066.74628,639.00176+94.59PTS88.31°W845,070.41628,639.04176+90.93PCC30

1,314.95S88.31°W845,070.41628,639.04176+90.93PCS88.31°W846,384.79628,677.75163+75.97PTL30

40.8244.41°100.0077.51S88.31°W846,384.79628,677.75163+75.97PTS43.90°W846,453.90628,708.36162+98.47PCC29

627.98S43.90°W846,453.90628,708.36162+98.47PCS43.90°W846,889.38629,160.82156+70.48PTL29

41.6545.22°100.0078.92S43.90°W846,889.38629,160.82156+70.48PTS1.31°E846,917.30629,232.46155+91.56PCC28

3,551.37S1.31°E846,917.30629,232.46155+91.56PCS1.31°E846,835.83632,782.90120+40.19PTL28*

188.7252.56°382.20350.60S1.31°E846,835.83632,782.90120+40.19PTS51.24°W846,978.67633,089.72116+89.58PCC27

240.18S51.24°W846,978.67633,089.72116+89.58PCS51.24°W847,165.97633,240.07114+49.40PTL27

133.4738.50°382.20256.82S51.24°W847,165.97633,240.07114+49.40PTS89.74°W847,403.52633,324.22111+92.59PCC26

182.68S89.74°W847,403.52633,324.22111+92.59PCS89.74°W847,586.20633,325.04110+09.90PTL26

129.6237.47°382.20249.93S89.74°W847,586.20633,325.04110+09.90PTN52.79°W847,819.04633,247.23107+59.97PCC25

227.86N52.79°W847,819.04633,247.23107+59.97PCN52.79°W848,000.51633,109.43105+32.11PTL25

34.2137.77°100.0065.92N52.79°W848,000.51633,109.43105+32.11PTS89.44°W848,061.96633,089.08104+66.20PCC24

1,319.91S89.44°W848,061.96633,089.08104+66.20PCS89.44°W849,381.80633,101.9191+46.29PTL24

98.5889.18°100.00155.65S89.44°W849,381.80633,101.9191+46.29PTS0.26°W849,480.83633,201.4589+90.64PCC23

3,800.60S0.26°W849,480.83633,201.4589+90.64PCS0.26°W849,498.19637,002.0151+90.04PTL23

101.5490.88°100.00158.61S0.26°W849,498.19637,002.0151+90.04PTN89.39°E849,397.12637,102.4650+31.43PCC22

1,299.89N89.39°E849,397.12637,102.4650+31.43PCN89.39°E848,097.30637,088.5237+31.53PTL22

362.1290.94°356.25565.42N89.39°E848,097.30637,088.5237+31.53PTS0.32°W847,737.24637,446.7631+66.11PCC21

245.61S0.32°W847,737.24637,446.7631+66.11PCS0.32°W847,738.62637,692.3729+20.50PTL21

101.6690.94°100.00158.73S0.32°W847,738.62637,692.3729+20.50PTN89.38°E847,637.54637,792.9227+61.77PCC20

2,761.77N89.38°E847,637.54637,792.9227+61.77PCN89.38°E844,875.93637,762.920+00.00POBL20

TANGENTDELTARADIUSLENGTHEND DIRECTIONEND EASTINGEND NORTHINGEND STATIONPOINT TYPESTART DIRECTIONSTART EASTINGSTART NORTHINGBEGIN STATIONPOINT TYPEELEMENT

D-511 EMBANKMENT ALIGNMENT AND CURVE TABLE

3,385.00N89.43°E847,944.61638,048.72959+72.37POEN89.43°E844,559.78638,014.94925+87.37PIL41

2,587.37N89.51°E844,559.78638,014.94925+87.37PIN89.51°E841,972.51637,993.01900+00.00POBL40

TANGENTDELTARADIUSLENGTHEND DIRECTIONEND EASTINGEND NORTHING

STATION

END

POINT TYPESTART DIRECTIONSTART EASTINGSTART NORTHING

STATION

BEGIN

POINT TYPEELEMENT

L-511 LEVEE AND RAISED SW 26TH ST ALIGNMENT AND CURVE TABLE

81.35S0.57°E847,660.12638,045.88735+27.05 POES0.57°E847,659.31638,127.23734+45.70 PTL57

99.9189.95°-100156.99S0.57°E847,659.31638,127.23734+45.70 PTS89.38°W847,758.21638,228.22732+88.71 PCC57

1,155.75S89.38°W847,758.21638,228.22732+88.71 PCS89.38°W848,913.89638,240.78721+32.96 PTL56

103.6192.03°100160.63S89.38°W848,913.89638,240.78721+32.96 PTS2.65°E849,012.70638,345.40719+72.34 PCC56

1,513.94S2.65°E849,012.70638,345.40719+72.34 PCS2.65°E848,942.59639,857.72704+58.39 PTL55

26.9330.14°10052.61S2.65°E848,942.59639,857.72704+58.39 PTS32.80°E848,926.76639,907.26704+05.79 PCC55

680.79S32.80°E848,926.76639,907.26704+05.79 PCS32.80°E848,558.01640,479.54697+25.00 PTL54

55.257.79°100100.87S32.80°E848,558.01640,479.54697+25.00 PTN89.41°E848,472.92640,525.37696+24.13 PCC54

3,998.62N89.41°E848,472.92640,525.37696+24.13 PCN89.41°E844,474.51640,484.24656+25.51 PTL53

95.7587.51°-100152.74N89.41°E844,474.51640,484.24656+25.51 PTS3.08°E844,373.63640,578.86654+72.77 PCC53

246.69S3.08°E844,373.63640,578.86654+72.77 PCS3.08°E844,360.38640,825.20652+26.08 PTL52

94.9187.01°100151.86S3.08°E844,360.38640,825.20652+26.08 PTN89.91°E844,260.37640,919.82650+74.22 PCC52

2,094.41N89.91°E844,260.37640,919.82650+74.22 PCN89.91°E842,165.96640,916.58629+79.81 PTL51

101.9791.12°100159.03N89.91°E842,165.96640,916.58629+79.81 PTN1.21°W842,066.14640,814.47628+20.78 PCC51

2,820.78N1.21°W842,066.14640,814.47628+20.78 PCN1.21°W842,125.53637,994.32600+00.00 POBL50

TANGENTDELTARADIUSLENGTHEND DIRECTIONEND EASTINGEND NORTHING

STATION

END

POINT TYPESTART DIRECTIONSTART EASTINGSTART NORTHING

STATION

BEGIN

POINT TYPEELEMENT

L-514 & L-512 LEVEE ALIGNMENT AND CURVE TABLE

1270+52.60.

*C-511 CANAL ALIGNMENT BEGIN PROJECT AT STATION 1009+00.79 AND END PROJECT AT STATION 1267+82.60, TEMPORARY BEGIN PROJECT AT STATION 1006+30.79 AND TEMPORARY END PROJECT AT STATION

4,289.04S1.31°E847,118.58628,499.221286+31.83 POES1.31°E847,020.18632,787.131243+42.79PTL84*

97.6752.56°197.8181.45S1.31°E847,020.18632,787.131243+42.79PTS51.24°W847,094.10632,945.921241+61.34PCC83

240.18S51.24°W847,094.10632,945.921241+61.34PCS51.24°W847,281.40633,096.271239+21.16PTL83

69.0738.50°197.8132.91S51.24°W847,281.40633,096.271239+21.16PTS89.74°W847,404.34633,139.821237+88.25PCC82

182.68S89.74°W847,404.34633,139.821237+88.25PCS89.74°W847,587.02633,140.641236+05.57PTL82

67.0837.47°197.8129.35S89.74°W847,587.02633,140.641236+05.57PTN52.79°W847,707.53633,100.371234+76.22PCC81

227.86N52.79°W847,707.53633,100.371234+76.22PCN52.79°W847,889.00632,962.571232+48.36PTL81

97.2837.77°284.4187.47N52.79°W847,889.00632,962.571232+48.36PTS89.44°W848,063.75632,904.691230+60.89PCC80

1,319.91S89.44°W848,063.75632,904.691230+60.89PCS89.44°W849,383.60632,917.521217+40.99PTL80

280.3689.18°284.4442.67S89.44°W849,383.60632,917.521217+40.99PTS0.26°W849,665.23633,200.601212+98.32PCC79

3,800.80S0.26°W849,665.23633,200.601212+98.32PCS0.26°W849,682.59637,001.371174+97.51PTL79

275.4390.88°271.25430.23S0.26°W849,682.59637,001.371174+97.51PTN89.39°E849,408.44637,273.841170+67.28PCC78

1,313.04N89.39°E849,408.44637,273.841170+67.28PCN89.39°E848,095.47637,259.761157+54.24PTL78

188.0590.94°185293.62N89.39°E848,095.47637,259.761157+54.24PTS0.32°W847,908.49637,445.791154+60.62PCC77

392.59S0.32°W847,908.49637,445.791154+60.62PCS0.32°W847,910.70637,838.381150+68.02PTL77

111.8390.94°110174.60S0.32°W847,910.70637,838.381150+68.02PTN89.38°E847,799.50637,948.991148+93.42PCC76

2,924.02N89.38°E847,799.50637,948.991148+93.42PCN89.38°E844,875.65637,917.231119+69.40PTL76

249.5988.93°254.3394.70N89.38°E844,875.65637,917.231119+69.40PTN0.45°E844,624.13637,664.931115+74.70PCC75

1,733.67N0.45°E844,624.13637,664.931115+74.70PCN0.45°E844,610.54635,931.311098+41.03PTL75

178.1989.26°180.5281.21N0.45°E844,610.54635,931.311098+41.03PTN89.71°E844,430.95635,752.231095+59.82PCC74

1,964.57N89.71°E844,430.95635,752.231095+59.82PCN89.71°E842,466.40635,742.371075+95.25PTL74

255.3490.55°252.9399.68N89.71°E842,466.40635,742.371075+95.25PTN0.84°W842,214.80635,485.781071+95.57PCC73

5,478.60N0.84°W842,214.80635,485.781071+95.57PCN0.84°W842,294.90630,007.761017+16.96PTL73

110.6145.50°263.75209.46N0.84°W842,294.90630,007.761017+16.96PTN46.34°W842,376.54629,820.811015+07.50PCC72

403.25N46.34°W842,376.54629,820.811015+07.50PCN46.34°W842,668.27629,542.411011+04.25PTL72

73.8745.00°178.35140.08N46.34°W842,668.27629,542.411011+04.25PTN1.34°W842,723.44629,417.551009+64.17PCC71

758.32N1.34°W842,723.44629,417.551009+64.17PCN1.34°W842,741.18628,659.441002+05.85PTL71*

2.921.34°2505.85N1.34°W842,741.18628,659.441002+05.85PTN0.00°W842,741.25628,653.591002+00.00PCC70

200.00N0.00°W842,741.25628,653.591002+00.00PCN0.00°W842,741.25628,453.591000+00.00POBL70

TANGENTDELTARADIUSLENGTHEND DIRECTIONEND EASTINGEND NORTHINGEND STATIONPOINT TYPESTART DIRECTIONSTART EASTINGSTART NORTHINGBEGIN STATIONPOINT TYPEELEMENT

C-511 CANAL ALIGNMENT AND CURVE TABLE

15590.00°155243.47N89.74°E847,482.09632,990.17POEN0.26°W847,327.78632,834.48PCC61

66.72N0.26°W847,327.78632,834.48PCN0.26°W847,328.08632,767.76PIL63

390.65S89.21°W847,328.08632,767.76PIS89.21°W847,718.69632,773.14PIL62

68.08S0.26°E847,718.69632,773.14PIS0.26°E847,718.38632,841.22PTL61

15090.00°150235.62S0.26°E847,718.38632,841.22PTN89.74°E847,567.71632,990.55PCC60

85.63N89.74°E847,567.71632,990.55PCN89.74°E847,482.09632,990.17POBL60

TANGENTDELTARADIUSLENGTHEND DIRECTIONEND EASTINGEND NORTHINGPOINT TYPESTART DIRECTIONSTART EASTINGSTART NORTHINGPOINT TYPEELEMENT

EAST ESA BOUNDARY LINE AND CURVE TABLE

10090.00°100157.08N90.00°E844,174.03634,076.98POEN0.00°W844,074.03633,976.98PCC106

42.37N0.00°W844,074.03633,976.98PCN0.00°W844,074.03633,934.61PTL106

107.8842.84°275205.61N0.00°W844,074.03633,934.61PTN42.84°W844,147.38633,747.63PCC105

27.71N42.84°W844,147.38633,747.63PCN42.84°W844,166.22633,727.31PTL105

39.2847.16°9074.08N42.84°W844,166.22633,727.31PTN90.00°W844,232.22633,698.51PCC104

4.38N90.00°W844,232.22633,698.51PCN90.00°W844,236.59633,698.51PTL104

47.2468.02°7083.11S90.00°W844,236.59633,698.51PTS21.98°W844,301.51633,742.31PCC103

26.37S21.98°W844,301.51633,742.31PCS21.98°W844,311.38633,766.76PTL103

38.8321.98°20076.71S21.98°W844,311.38633,766.76PTS0.00°W844,325.91633,841.61PCC102

18.59S0.00°W844,325.91633,841.61PCS0.00°W844,325.91633,860.20PTL102

82.0530.59°300160.18S0.00°W844,325.91633,860.20PTS30.59°E844,284.15634,012.87PCC101

31.69S30.59°E844,284.15634,012.87PCS30.59°E844,268.02634,040.15PTL101

42.7959.41°7577.77S30.59°E844,268.02634,040.15PTN90.00°E844,203.46634,076.98PCC100

29.43N90.00°E844,203.46634,076.98PCN90.00°E844,174.03634,076.98POBL100

TANGENTDELTARADIUSLENGTH

DIRECTION

END

END EASTING

NORTHING

END

POINT TYPE

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START

EASTING

START

NORTHING

START

POINT TYPEELEMENT

WEST ESA BOUNDARY LINE AND CURVE TABLE

1,135.57S89.38°W847,779.24638,159.382077+52.73 POES89.38°W848,914.75638,171.722066+17.16PTL93

172.0692.03°166.06266.74S89.38°W848,914.75638,171.722066+17.16PTS2.65°E849,078.83638,345.462063+50.43PCC92

1,516.95S2.65°E849,078.83638,345.462063+50.43PCS2.65°E849,008.58639,860.782048+33.48PTL92

44.7130.14°166.0687.36S2.65°E849,008.58639,860.782048+33.48PTS32.80°E848,982.29639,943.042047+46.13PCC91

680.79S32.80°E848,982.29639,943.042047+46.13PCS32.80°E848,613.54640,515.322040+65.33PTL91

91.6657.79°166.06167.50S32.80°E848,613.54640,515.322040+65.33PTN89.41°E848,472.24640,591.422038+97.83PCC90

3,897.83N89.41°E848,472.24640,591.422038+97.83PCN89.41°E844,574.62640,551.332000+00.00POBL90

TANGENTDELTARADIUSLENGTHEND DIRECTIONEND EASTINGEND NORTHING

STATION

END

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STATION

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C-512 CANAL ALIGNMENT AND CURVE TABLE

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the signature must be verified signed and sealed and document are not considered

Printed copies of this

Vincent Joseph Severance signed and sealed by

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License No. 93101

Professional Engineer, State of Florida, Vincent Joseph Severance, B R

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GEOMETRY.

SEE SHEET CF0001 AND CF0002 FOR HORIZONTAL CONTROL AND CENTERLINE 1.

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