T MIMS CORPORATION

Transcription

T MIMS CORPORATION

COUNTY ROAD 555 SAND MINE
ATLANTIC
OCEAN
GREEN
SWAMP
US 98
POLK CITY
DAVENPORT
I-4
KATHLEEN
DESCRIPTION
1
COVER SHEET
2
EXISTING TOPOGRAPHY / AERIAL PHOTO & EROSION CONTROL PLAN
3
OPERATIONS PLAN
4
RECLAMATION PLAN
5
POST CLOSURE PLAN
6
DRIVEWAY DETAILS
7
ENTRANCE ROAD PLAN & PROFILE
INS
BOUNDARY, WETLANDS & PARTIAL TOPOGRAPHIC SURVEY
INS
TOPOGRAPHIC SURVEY
HAINES CITY
GULF OF MEXICO
AUBURNDALE
US 92
LAKELAND
LAKE
ALFRED
POINCIANA
US 27
WINTER HAVEN
DUNDEE
US 98
LAKE
WALES
SR 60
BABSON
PARK
US 17
US 27
PROJECT LOCATION
SR 37
FORT MEADE
US 98
08/21/2014
FROSTPROOF
INITIAL SUBMITTAL TO POLK COUNTY & SWFWMD
DESCRIPTION
BARTOW
1
DATE
SR 60
MULBERRY
WAVERLY
No.
US 17
POLK COUNTY
POLK COUNTY LAND DEVELOPMENT DIVISION STANDARD NOTES:
FLORIDA
VICINITY MAP
PREPARED FOR
1. THE APPLICANT SHALL BE RESPONSIBLE FOR OBTAINING APPROPRIATE PERMITS FOR ANY WORK IN COUNTY RIGHT-OF-WAY AND TO
PROVIDE COPIES OF SUCH PERMITS TO THE COUNTY ENGINEER.
2. ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF APPENDIX A OF THE POLK COUNTY LAND DEVELOPMENT CODE, AS
APPLICABLE.
3. CHANGES FROM PLANS OR SPECIFICATIONS SUBSTANTIALLY AFFECTING CONFORMANCE TO STANDARDS OR PERFORMANCE OF
SYSTEMS MUST BE SUBMITTED IN A WRITTEN REQUEST BY THE ENGINEER OF RECORD AND RECEIVE WRITTEN APPROVAL BY THE
COUNTY ENGINEER PRIOR TO THE IMPLEMENTATION OF SUCH CHANGES, UNLESS OTHERWISE PROVIDED FOR IN THE POLK COUNTY
LAND DEVELOPMENT CODE OR THE POLK COUNTY UTILITIES CODE. MAJOR MODIFICATIONS MAY REQUIRE REVIEW AND APPROVAL BY
THE DEVELOPMENT REVIEW COMMITTEE. IN SUCH CASES, THE APPLICANT SHALL SUBMIT THE APPROPRIATE APPLICATION AND FEES
FOR A NEW REVIEW AT THE LEVEL OF THE ORIGINAL APPROVAL, OR LEVEL 2 WHICHEVER IS GREATER.
4. THE CONTRACTOR SHALL NOTIFY POLK COUNTY INSPECTIONS STAFF (863) 534-6449, AT LEAST FIVE (5) WORKING DAYS PRIOR TO
COMMENCEMENT OF CONSTRUCTION AND PRIOR TO ANY ACTIVITY REQUIRING INSPECTION, INCLUDING SITE PAVING.
5. TO SCHEDULE THE REQUIRED PRE-CONSTRUCTION MEETING, THE CONTRACTOR SHALL CONTACT THE POLK COUNTY LAND
DEVELOPMENT DIVISION, OFFICE OF THE COUNTY ENGINEER @ (863) 534-6449.
6. AT THE COMPLETION OF CONSTRUCTION, AND PRIOR TO BENEFICIAL USE OF ANY FACILITY OR SYSTEM, AS-BUILT RECORD DRAWINGS
SHALL BE SUBMITTED AND APPROVED IN ACCORDANCE WITH POLK COUNTY UTILITIES CODE, CHAPTER 2, PART 3.01 AND THE POLK
COUNTY LAND DEVELOPMENT CODE, APPENDIX A, SECTION A406.C
CONSTRUCTION MATERIALS QUALITY AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH POLK COUNTY AND FDOT SPECIFICATIONS
AND STANDARDS , AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES [(S704.4.M)( S804)(A)3K); (S824(B)(5)].
T MIMS CORPORATION
439 SOUTH FLORIDA AVENUE
SUITE 202
LAKELAND, FLORIDA 33801
PREPARED BY
Pickett
475 SOUTH FIRST AVENUE, BARTOW, FL 33830
PHONE: (863) 533-9095 FAX: (863) 534-1464
FLORIDA CERTIFICATE OF AUTHORIZATION (FLCA) #26247
Know what's below.
R
Call before you dig.
NOT VALID UNLESS SIGNED
AND EMBOSSED SEALED
No.
SANTOS MEDINA III, P.E.
FL. REG. #74539
SHEET INDEX
SWFWMD
Section 26, Township 30S, Range 24E
POLK COUNTY, FLORIDA
COUNTY
LOCATION
LEGEND
NORTH
PROPERTY LINE
ADJACENT LOT LINE
SCALE: 1" = 200'
EXISTING CONTOUR
WETLAND LINE
NORTH
PRE-DEVELOPMENT BASIN LINE
400'
SILT
SILT
SILT
SILT FENCE
SCALE: 1" = 300'
300'
600'
SILT FLOW
8"
ELEVATION
FILTER FABRIC (IN
CONFORMANCE WITH
SEC.985 FDOT SPEC.)
SECTION
NOTE: SILT FENCE TO BE PAID FOR UNDER THE
CONTRACT UNIT PRICE FOR STAKED FENCE(L.F.)
T MIMS CORP
FILTER FABRIC
CR 555 SAND MINE
PRINCIPAL POST
POSITION (CANTED
GENERAL NOTES
1. PRIOR TO ANY CLEARING OR MINING COMMENCEMENT SILT FENCES SHALL BE INSTALLED IN THE AREAS
DESIGNATED ON THIS PLAN. IN ADDITION THOSE AREAS DESIGNATED TO BE REINFORCED SHALL INSTALL HAYBALES
UPHILL OF THE SILT FENCE. THE SILT FENCES SHALL BE TRENCHED IN 4 INCHES DEEP AND BACKFILLED ON THE
UPHILL SIDE. THE HAYBALES SHALL ALSO BE TRENCHED IN 4 INCHES AND STAKED WITH AT LEAST TWO 2"x2"
WOODEN STAKES.
SILT FENCE
SILT FENCE
3. SEDIMENTS MAY NOT BE ALLOWED TO ACCUMULATE MORE THAN HALF WAY UP THE FACE OF THE SILT SCREEN.
SEDIMENTS MUST BE PROPERLY DISPOSED OF. AFTER REMOVAL OF SILT FENCES, ALL DISTURBED AREAS SHALL BE
GRASSED & MULCHED.
NOTE: DO NOT DEPLOY IN ANY MANNER THAT SILT FENCES WILL ACT
AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT
FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBITY
BARRIERS USED AT PERMANENT BODIES OF WATER.
NO SCALE
1
SILT FENCE DETAIL
TYPE III SILT FENCE PROTECTION
AROUND DITCH BOTTOM INLET
PROJECT:
2. AFTER SILT FENCES AND PERIMETER EROSION PROTECTION IS INSTALLED A ROCK MINING ENTRANCE 100 FOOT
LONG WITH 6 INCH DEEP FDOT #57 STONE LINED WITH FILTER FABRIC SHALL BE CONSTRUCTED AT EACH
CONSTRUCTION ENTRANCE SHOWN ON THIS PLAN. AFTER PROPOSED DRIVEWAY IS CONSTRUCTED MOVE MINING
ENTRANCE 100' PAST THE NEW EDGE OF PAVEMENT (SEE SHEET 3).
SM
PHONE: (863) 533-9095 FAX: (863) 534-1464
MOF
CHECKED BY:
AND EMBOSSED SEALED
VERTICAL
OPTIONAL POST
POSITIONS
PROJECT NO.
SHEET
1267
OF
2
7
TO C.R. 640
6'MAX
POST OPTIONS:
WOOD 2 1/2" MIN.DIA.
WOOD 2"X4"
OAK 1 1/2"X1 1/2"
STEEL 1.33 LBS/FT MIN.
EXISTING TOPOGRAPHY / AERIAL
PHOTO & EROSION CONTROL PLAN
COUNTY ROAD 555
Pickett
DRAWN BY:
SLS
DESIGNED BY:
TO S.R. 60 (BARTOW)
FL. REG. #74539
NO.
DATE
APPROVED
0'
DESCRIPTION
200'
CLIENT:
0'
SITE DATA
243026-000000-012010
BMP
MINING BLOCK E:
19.717 AC
MINING BLOCK F:
23.123 AC
TOTAL WETLAND AREA:
28.607 AC
WETLAND 1:
12.840 AC
WETLAND 2:
1.172 AC
WETLAND 3:
0.922 AC
WETLAND 4:
4.166 AC
WETLAND 5:
8.725 AC
WETLAND 6:
0.782 AC
STORMWATER BMP
BMP
WETLAND PRIMARY IMPACTS
SCALE: 1" = 200'
N.T.S.
WETLAND SECONDARY IMPACTS
STORMWATER BMP DETAIL
0'
200'
400'
SITE DEVELOPMENT NOTES
1.
SITE WILL BE ACCESSED BY AN EXISTING DRIVEWAY ON C.R. 555 AND A NEW PROPOSED DRIVEWAY. THE EXISTING
DRIVEWAY WILL BE IMPROVED AS SHOWN ON THESE PLANS.
2.
ENTRANCE GATES MAY BE PROVIDED. IF INSTALLED, THEY SHALL BE OPEN AT LEAST 30 MINUTES PRIOR TO THE
START OF MATERIAL LOADING. SEE SHEET 6 FOR LOCATION DETAILS IF INSTALLED.
3.
HAULING ROUTES WILL VARY DEPENDING ON THE SPECIFIC CLIENT. IT IS ANTICIPATED THAT THE MAJORITY OF
TRAFFIC WILL PROCEED NORTH ON C.R. 555 TO S.R. 60.
4.
THERE ARE NO EXISTING BUILDINGS ON SITE AND NONE ARE PROPOSED AS A PART OF THE MINE OPERATION. THE
APPLICANT SHALL BE RESPONSIBLE FOR INSPECTION OF ADJACENT ROADWAY CONDITIONS, INCLUDING COUNTY
ROAD 555 AND COUNTY ROAD 640, FOR MATERIAL SPILLAGE AND PROVIDE FOR ITS CLEAN-UP AND REMOVAL AT
LEAST ONCE A DAY FOR EACH DAY OF OPERATION FOR AT LEAST (2) MILES IN EACH DIRECTION.
5.
MINED MATERIALS MAY BE USED TO CONSTRUCT ACCESS ROADS, BERMS, SWALES, ETC. AS THE MATERIAL BECOMES
AVAILABLE.
6.
NO MINING, STOCKPILES, BUILDINGS, OR OTHER MINING OPERATIONS WILL OCCUR WITHIN 100' FROM ANY
PROPERTY LINE OR RIGHT OF WAY LINE. PERIMETER OVERBURDEN BERMS ARE NOT PROPOSED.
7.
PORTABLE TOILETS ARE TO BE PROVIDED AND MOVED AROUND THE SITE BASED ON THE MINING LOCATION.
8.
EXCAVATION MATERIALS MAY BE TEMPORARILY STORED WITHIN 100 FEET OF A PROPERTY OR RIGHT OF WAY LINE,
BUT NO CLOSER THAN 50 FEET FROM SAID LINE, FOR A PERIOD NOT TO EXCEED 60 DAYS. TEMPORARY STOCK PILES
STORED CLOSED WITHIN THE 100 FOOT SETBACK LINE MAY NOT EXCEED 25 FEET IN HEIGHT.
9.
FOR MINING PRODUCT STOCK PILES THAT EXCEED 25 FEET IN HEIGHT, THE MINIMUM SETBACK FOR THOSE STOCK
PILES SHALL BE INCREASED BY ONE FOOT FOR EACH ADDITIONAL FOOT OF HEIGHT OVER 25 FEET.
10. THE ENTIRE SITE LIES WITHIN A ZONE 'X' FLOOD HAZARD AREA PER FEMA MAP 12105C0675F, COMMUNITY: POLK
COUNTY, NUMBER: 120261, PANEL: 0675, SUFFIX: F, EFFECTIVE DATE DECEMBER 20, 2000.
MINE OPERATION NOTES
1.
MINED MATERIALS MAY BE USED TO CONSTRUCT ACCESS ROADS, BERMS, SWALES, ETC. AS THE MATERIAL BECOMES
AVAILABLE.
2.
MATERIALS MAY BE STOCKPILED ON SITE.
3.
MINING MAY OCCUR WITHIN SEVERAL BLOCKS AT ANY TIME DUE TO REQUIREMENTS FOR AVAILABLE MATERIALS
AND THE POTENTIAL FOR INCONSISTENT MINING MATERIALS ACROSS THE SITE.
4.
MINING WILL OCCUR IN VARIOUS STAGES. THE DEPTH OF EXCAVATION IS ANTICIPATED TO OCCUR IN 2 TO 3 FOOT
INTERVALS ACROSS THE MINING BLOCKS; HOWEVER, DEPTHS OF MINING MAY VARY DEPENDING ON THE QUALITY
OF MATERIALS AND MAY EXCEED 3 FEET.
5.
MINING WILL OCCUR FROM 5:00 AM TO 10:00 PM, SEVEN DAYS A WEEK.
6.
MATERIALS ARE ANTICIPATED TO BE EXCAVATED AT A RATE OF 300,000 YARDS PER YEAR. HOWEVER, DUE TO
ECONOMIC FACTORS THE VOLUME COULD VARY
7.
THIS MINE SHALL BE LIMITED TO A 25 YEAR TIME FRAME COMMENCING UPON APPROVAL OF LEVEL 2 REVIEW PLANS.
THE APPLICANT SHALL BE PERMITTED ONE RENEWAL FOR LESS THAN OR EQUAL TO AN ADDITIONAL 25 YEARS
THROUGH A LEVEL 2 REVIEW. ANY TIME EXTENSIONS BEYOND A TOTAL OF 50 YEARS OF OPERATION SHALL
REQUIRE A LEVEL 3 REVIEW APPLICATION AND APPROVAL AS WELL AS COMPLIANCE WITH THE APPLICABLE RULES
AND REGULATIONS AT THAT TIME FOR A NON-PHOSPHATE MINE.
8.
RECLAMATION ACTIVITIES ARE EXPECTED TO COMMENCE AFTER ALL MINING IS COMPLETED.
9.
IF AIRBORNE PARTICULATES BECOME A PROBLEM DURING THE MINING OPERATION, DUST SUPPRESSION VIA WATER
TRUCKS MAY BE UTILIZED AS WELL AS INCREASING THE FREQUENCY OF STOCKPILE TURNOVER.
AND EMBOSSED SEALED
NORTH
BMP
2.
A COMBINATION OF SILT FENCE, HAY BALES, AND CONTAINMENT BERMS & DITCHES ARE TO BE INSTALLED
ADJACENT TO WETLANDS AS NECESSARY TO PREVENT SOIL MIGRATION AND EROSION CONTROL.
3.
NO MINING WILL OCCUR BELOW THE CONFINING LAYER OF THE AQUIFER.
4.
PRIOR TO MINING, THERE WILL BE 0.135 AC OF PRIMARY WETLAND IMPACT AND 0.219 AC OF SECONDARY
WETLAND IMPACT ASSOCIATED WITH THE ENTRANCE ROAD CONSTRUCTION. WETLAND MITIGATION WILL BE
PROVIDED ONSITE. NO WETLAND IMPACTS ARE PROPOSED DURING MINING, RECLAMATION, OR POST-CLOSURE
OPERATIONS. ALL WORK TO BE COMPLETED OUTSIDE OF AN AVERAGE 25 FOOT WETLAND BUFFER.
5.
PROPOSED MINING WILL BE PERFORMED IN A MANNER WHICH MAINTAINS THE EXISTING SURFACE FLOW
CHARACTERISTICS.
6.
THE ON SITE WETLANDS ARE MADE OF BOTH SURFACE WATERS AND FORESTED WETLANDS. THE DOMINATE
WETLAND VEGETATION INCLUDES, BUT IS NOT LIMITED TO: WATER OAK, SWAMP LAUREL OAK, RED MAPLE,
SWEETGUM, WATER PRIMROSE, BLACKBERRY, AND PENNYWORT.
T MIMS CORP
WATER
ARENTS, CLAYEY SUBSTRATUM
WATER
NEILHURST SANDS
WATER
NEILHURST SANDS
SMYRNA AND
MYAKKA FINE SANDS
ADAMSVILLE FIND SANDS
ARENTS, CLAYEY
SUBSTRATUM
WATER
PROJECT:
ARENTS
CLIENT:
X:\Engineering\1267-T. Mims Corp-CR 555 Sand Mine\Cad\1267-LVL2-Base1.dwg, 8/21/2014 8:41:17 AM
ARENTS
CR 555 SAND MINE
NEILHURST SANDS
ALL STORMWATER RUNOFF DURING MINING OPERATIONS WILL BE DIRECTED INTO THE STORMWATER BMP AREAS
LOCATED ADJACENT TO ALL WETLANDS.
OPERATIONS PLAN
STORMWATER MANAGEMENT NOTES
1.
SM
18.132 AC
PHONE: (863) 533-9095 FAX: (863) 534-1464
14.946 AC
MINING BLOCK D:
CHECKED BY:
MINING LIMITS
MOF
23.243 AC
MINING BLOCK C:
Pickett
18.071 AC
MINING BLOCK B:
DRAWN BY:
MINING BLOCK A:
WETLAND BUFFER
SLS
WETLAND LINE
MINING SETBACK
PROPOSED GRADE
117.232 AC
DESCRIPTION
1
4:
TOTAL MINING AREA:
APPROVED
1
ADJACENT LOT LINE
DATE
4:
TOTAL SITE AREA:
NO.
8' BMP SWALE
1'
25' WETLAND
BUFFER
PROPERTY LINE
FL. REG. #74539
EXISTING GRADE
SILT
WETLAND LINE
PARCEL ID:
INSTALL SILT FENCE (AT BUFFER)
DESIGNED BY:
LEGEND
PROJECT NO.
SHEET
1267
OF
SOILS MAP
N.T.S.
3
7
NORTH
200'
400'
AND EMBOSSED SEALED
SM
CHECKED BY:
MOF
DRAWN BY:
SLS
DESIGNED BY:
FL. REG. #74539
NO.
DATE
APPROVED
0'
DESCRIPTION
SCALE: 1" = 200'
RECLAMATION NOTES
1.
RECLAMATION SHALL COMMENCE AFTER MINING IS COMPLETED AND IS EXPECTED TO LAST 1 YEAR.
2.
LANDSCAPE COVER IS TO BE CONSISTENT WITH THE CURRENT SITE CONDITIONS.
3.
STORMWATER MANAGEMENT AREAS USED DURING THE MINING PROCESS WILL BE RECLAIMED TO MEET THE LAND
DEVELOPMENT CODE REQUIREMENTS FOR THE FUTURE INDUSTRIAL USES ON SITE.
4.
ON SITE OVERBURDEN AND SAND WILL BE USED FOR POST-RECLAIMATION FINAL COVER.
5.
ON SITE WASTE DISPOSAL IS NOT PROPOSED. ANY WASTE BROUGHT ONTO THE SITE WILL BE REMOVED TO A
LANDFILL FACILITY.
6.
THE SITE WILL BE RECLAIMED WITH THE INTENT OF PROVIDING LAND SUITABLE FOR FUTURE INDUSTRIAL (IND)
USES. THIS FUTURE LAND USE IS THE MOST CONSISTENT WITH THE SURROUNDING USES.
7.
ACCESS ROADS WILL REMAIN AS CONSTRUCTED DURING THE FINAL MINE OPERATION PHASE.
POST-DEVELOPMENT BASIN LINE
Pickett
WETLAND BUFFER
RECLAMATION PLAN
WETLAND LINE
CR 555 SAND MINE
PROPOSED CONTOUR
PROJECT:
EXISTING CONTOUR
T MIMS CORP
ADJACENT LOT LINE
CLIENT:
PROPERTY LINE
PHONE: (863) 533-9095 FAX: (863) 534-1464
LEGEND
PROJECT NO.
SHEET
1267
OF
4
7
SCALE: 1" = 300'
SCALE: 1" = 300'
300'
600'
0'
300'
DESCRIPTION
NORTH
600'
FLUCCS CODE 743 (SPOIL AREAS)
SM
CHECKED BY:
WETLAND LINE
MOF
ADJACENT LOT LINE
DRAWN BY:
PROPERTY LINE
SLS
DESIGNED BY:
LEGEND
AND EMBOSSED SEALED
FL. REG. #74539
NO.
DATE
APPROVED
0'
NORTH
Pickett
FLUCCS CODE 150 (INDUSTRIAL)
POST CLOSURE NOTES
1.
THIS SITE WILL REQUIRE A LAND USE AMENDMENT. INDUSTRIAL (IND) USE IS THE MOST COMPATIBLE WITH THE
SURROUNDING USES.
2.
VIABLE LAND USE ACTIVITIES INCLUDE, BUT ARE NOT LIMITED TO:
2.1.
2.2.
2.3.
2.4.
2.5.
2.6.
2.7.
CONCRETE BATCH PLANTS,
STEEL FABRICATION SHOPS,
ROCK CRUSHING OPERATIONS,
HEAVY MACHINERY SALES,
GENERAL MANUFACTURING,
OUTDOOR STORAGE, OR
UTILITIES (CLASS 1-111)
POST-CLOSURE PLAN
POST-MINING LAND USE
CR 555 SAND MINE
PRE-MINING LAND USE
PROJECT:
T MIMS CORP
INTERNAL PAVED ACCESS ROADS, GRADED STORAGE YARDS, AND OTHER PRODUCT SPECIFIC SITE COMPONENTS
ARE ANTICIPATED WITH FUTURE DEVELOPMENT.
CLIENT:
3.
PHONE: (863) 533-9095 FAX: (863) 534-1464
FLUCCS CODE 700 (WETLANDS)
PROJECT NO.
SHEET
1267
OF
5
7
137.97
6.
20
141.00
145
SH 5'
DR
0+50
140.32
138.85
1+50
1+80
140.95
141.05
139.86
5' R
D
SH
138.88
139.18
MINING LIMITS
137
138
139
138
139
144
139
139
50'
138
50'
143
139
138
8'
SHDR
8'
SHDR
MES
FDOT INDEX 272
INV = 136.00
Pickett
139.52
138
137
96
3.
88
4.
23
3.
14
14
48
4.
14 60
4.
136.00
139.04
143.98
91
3.
14 05
4.
32
139.52
14
3.
10.9'
139.00
10.7'
10.7'
22
3.
144
SITE BENCHMARK
FOUND RAILROAD SPIKE
ELEV=143.72
137.06
139.04
82
14
10.7'
143.50
14
86
28
3.
4.
14
14
06
3.
14
14
4.
14
4.
33
PHONE: (863) 533-9095 FAX: (863) 534-1464
144.19
14
14
84
4.
14 1
7
4.
14
14
4.
24
144.55
138
145
14
3.
88
85LF 15" RCP @ 0.0%
139
144.26
SM
9.
24
CHECKED BY:
6
.0
37
46.9'
00
140.56
01
R5
53
52
9.
13 .62
9
13
9.
2+
144.26
13
76
9.
13
67
9.
13
07
9.
13
50
7.
13
5'
DR
SH
45.2'
143.31
13
MOF
0
142.99
143
DRAWN BY:
R5
PT
139.33
1+00
AND EMBOSSED SEALED
R5
0
0+00
1+50
:1
+9
3.
04
143
144
144
140.85
50'
1+00
143.28
35.9'
140.24
20'
71
2.
14
80
4.
14
10
5.
14 20
5.
14
49
5.
14
02
5.
14
144.64
140
143.00
143.46
20'
0+50
141
SLS
50'
145.12
0+00
141.00
EXISTING SHOULDER TO BE
SAWCUT, REMOVED & REPLACED
139
143.16
138.21
139
SH 5'
DR
R5
0
145
143.63
142
46'
64
4.
14
143.68
04
8.
13
44.8'
144
PC: 1+22.78
138.51
DATE
144.96
MES
FDOT INDEX 272
INV = 136.00
NO.
8.
85
58
6.
13
13 1
9. 38 13
05 .9
8.
3
66
21
9.
13
7.
25
06
9.
13
13
46
8.
13
13
DESIGNED BY:
144.96
50
APPROVED
136.00
140
145.61
14
5.
138
138.35
145.13
146
14
5.
51
137
137
13
9
74
5.
14
17
5.
14
66
5.
14 76
5.
14
14
6.
14
79
5.
14
23
5.
14
15
6. 7
14 .60.90
64
141
138.83
DESCRIPTION
139
137
138
8'
SHDR
FL. REG. #74539
28
CR 555 RIGHT OF WAY LINE
8.
140 140
13
139
62
C.R. 555
137
8.
50'
CR 555 RIGHT OF WAY LINE
13
175' FROM EOP
14
4.
29
141.00
98
6.
13
8.
58
50
8.
13
71
8.
13
13
8.
21
74
8.
13
13
82
6.
13
C.R. 555
146
50'
8'
SHDR
EXISTING SHOULDER TO BE
SAWCUT, REMOVED & REPLACED
136.87
138.45
138
70
5.
14
00
6. 3
14 6.1
14
41
6.
14
18
6.
14
14
138
145.49
14
6.
48
138
145.97
14
6.
48
14
5.
63
10.9'
10.7'
10.9'
10.6'
14
2.
28
143
72
.
143
North Driveway Plan
South Driveway Plan
150
150
152
152
150
150
148
148
EXISTING SHOULDER TO BE SAWCUT, REMOVED & REPLACED
146
PROPOSED GRADE
-6.0
%
148
146
PROPOSED GRADE
EXISTING GRADE
PROPOSED MINING ENTRANCE
6" #57 STONE LINED W/ FITER FABRIC
-3.9%
144
144
146
146
EXISTING SHOULDER TO BE SAWCUT, REMOVED & REPLACED
EXISTING GRADE
20
30
40
50
60
70
80
90
100
110
120
130
140
150
160
170
142
PROPOSED GRADE
EXISTING PAVEMENT
140
142
MINING LIMITS
5.0%
PROPOSED MINING ENTRANCE
6" #57 STONE LINED W/ FITER FABRIC
5.0%
-6.0
144
5.0%
140
%
North Driveway Profile
2.2'
138
138
PROPOSED PAVEMENT
(SEE TYPICAL SECTION)
136
136
PROPOSED 15" RCP
134
134
0
10
20
30
40
50
60
70
80
90
100
110
120
130
140
150
160
170
180
South Driveway Profile
PROJECT:
10
12.5'
CLIENT:
140
0
29.5'
CR 555 SAND MINE
PROPOSED PAVEMENT
(SEE TYPICAL SECTION)
140
8'
T MIMS CORP
23.7'
144
RIGHT OF WAY
142
C/L
C.R. 555
-3.3%
142
EXISTING PAVEMENT
13.4'
DRIVEWAY DETAILS
28.6'
RIGHT OF WAY
8'
C/L
C.R. 555
23.7'
148
PROJECT NO.
SHEET
1267
OF
6
7
139.6
2+00
3+00
134.0
4+00
5+00
6+00
7+00
8+00
9+00
138.8
12" TYPE "C" STABILIZATION, FLORIDA BEARING
VALUE (FBV) = 60 PSI (MINIMUM), FDOT SPEC
#160-7, COMPACTED TO 98% AASHTO - T180.
145
135
135
EXISTING GRADE
130
130
9+50
Entrance Road Profile
PHONE: (863) 533-9095 FAX: (863) 534-1464
150
PROJECT NO.
SHEET
1267
OF
7
7
WETLAND BUFFER
Pickett
-6.0%
ENTRANCE ROAD
PLAN & PROFILE
-3.0%
CR 555 SAND MINE
PVI STA = 9+50.00
PVI ELEV = 137.21
5' SHOULDER
T MIMS CORP
1.12%
137.21
6.0%
137.46
10' LANE
138.0
3.0%
WETLAND BUFFER
EXISTING CONTOUR
137.0
WETLAND LINE
10' LANE
137.71
PVI ELEV = 137.98
PVI STA = 7+95.77
WETLAND LINE
WETLAND BUFFER
24" TYPE "C" STABILIZATION, FLORIDA BEARING
VALUE (FBV) = 60 PSI (MINIMUM), FDOT SPEC
#160-7, COMPACTED TO 98% AASHTO - T180.
137.96
136.0
-0.77%
136.8
PROPOSED CONTOUR
137.47
WETLAND SECONDARY IMPACTS
PVI ELEV = 136.91
PVI STA = 6+99.98
WETLAND PRIMARY IMPACTS
136.91
PVI STA = 5+59.00
PVI ELEV = 138.00
WETLAND BUFFER
WETLAND LINE
137.1
137.29
138.0
137.68
138.0
137.93
137.7
137.54
135.8
137.16
135.0
136.77
7%
135.0
-3.2
136.39
WETLAND BUFFER
%
PVI ELEV = 136.00
01
136.00
140
PVI STA = 3+00.00
PVI STA = 0+85.91
PVI ELEV = 143.00
135.2
137.63
136.5
139.27
5' SHOULDER
PROJECT:
1+00
141.8
PROPERTY LINE
CLIENT:
0+00
140.90
-6.
PVI STA = 0+43.90
PVI ELEV = 144.64
142.54
145
PVI ELEV = 145.12
PVI STA = 0+35.90
150
141.2
144.37
LEGEND
Entrance Road Plan
-3.9
1%
140
PROPOSED GRADE
0.77%
-0.50%
SM
CHECKED BY:
MOF
DRAWN BY:
SLS
DESIGNED BY:
AND EMBOSSED SEALED
FL. REG. #74539
NO.
DATE
APPROVED
DESCRIPTION
X:\Engineering\1267-T. Mims Corp-CR 555 Sand Mine\Cad\FROM SURVEYOR\from ECON 07-11-14\MIMS-CR555-BT.dwg ,7/24/2014 11:26 AM, Mike Flora
X:\Engineering\1267-T. Mims Corp-CR 555 Sand Mine\Cad\FROM SURVEYOR\from ECON 07-11-14\MIMS-CR555-BT.dwg, 7/24/2014 11:26:48 AM

T MIMS CORPORATION

Transcription

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