Final_S&S_Plans.pdf
PDF 30 MB Posted
- Solicitation number
- 23-0440-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
This document is a set of engineering and design plans for the Mullet Creek Channel B Erosion Control project (PID 003894A) in Pinellas County, Florida. The project aims to provide bank stabilization to prevent erosion and sedimentation in Mullet Creek Channel B by armoring the creek's sides and bottom while maintaining flood level of service. The comprehensive design includes creating a floodplain expansion area with native plants and trees to reduce flooding risk, improve water quality, and restore wildlife habitat.
The plans detail extensive technical specifications for erosion control, including the use of gabion mattresses, concrete matting, turf reinforcement mat, and strategic planting of native vegetation across multiple ecological zones. The project involves significant tree management, with a detailed inventory of 307 trees, noting their species, diameter, location, and whether they will be removed or preserved. The design incorporates various stabilization techniques such as filter fabric, rip-rap, and geocellular confinement reinforcement. Geotechnical considerations, including soil compaction and anchoring requirements, are meticulously outlined to ensure structural integrity and long-term environmental sustainability.
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Text version
PID 003894A
MULLET CREEK CHANNEL B EROSION CONTROL
DECEMBER 2022
12802 TAMPA OAKS BLVD., SUITE 151
TAMPA, FLORIDA 33637 USA
PH: 813.558.0990 - FX:813.558.9726
AUTHORIZATION NUMBER: 4321
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SERVICE ROAD ALIGNMENT LINE TABLE SERVICE ROAD ALIGNMENT CURVE TABLE SERVICE ROAD POINT TABLE
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KFox Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
1.5
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103+00
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PROPOSED GROUND CONTOUR
TURF REINFORCEMENT MAT/SOD
CONCRETE MATTING
GABION MATTRESS PROTECTION
GABION WALL
RIP-RAP STABILIZATION
GEOCELLULAR CONFINEMENT
REINFORCEMENT
BIONET / SOD
LEGEND
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Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
106+00
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PROPOSED GROUND CONTOUR
TURF REINFORCEMENT MAT/SOD
CONCRETE MATTING
GABION MATTRESS PROTECTION
GABION WALL
RIP-RAP STABILIZATION
GEOCELLULAR CONFINEMENT
REINFORCEMENT
BIONET / SOD
LEGEND
KFox Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
112+00
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PROPOSED GROUND CONTOUR
TURF REINFORCEMENT MAT/SOD
CONCRETE MATTING
GABION MATTRESS PROTECTION
GABION WALL
RIP-RAP STABILIZATION
GEOCELLULAR CONFINEMENT
REINFORCEMENT
BIONET / SOD
LEGEND
KFox Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
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PROPOSED GROUND CONTOUR
TURF REINFORCEMENT MAT/SOD
CONCRETE MATTING
GABION MATTRESS PROTECTION
GABION WALL
RIP-RAP STABILIZATION
GEOCELLULAR CONFINEMENT
REINFORCEMENT
BIONET / SOD
LEGEND
KFox Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
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PROPOSED GROUND CONTOUR
TURF REINFORCEMENT MAT/SOD
CONCRETE MATTING
GABION MATTRESS PROTECTION
GABION WALL
RIP-RAP STABILIZATION
GEOCELLULAR CONFINEMENT
REINFORCEMENT
BIONET / SOD
LEGEND
KFox Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
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PLANT SUMMARY TABLE
LEGEND COMMON NAME SCIENTIFIC NAME SPACING QUANTITY ELEVATIONS POT SIZE AREA (SF)
ZONE 1 FRAGRANT WATER LILY Nymphaea ordata 3.0' ON CENTER 590 9' Bare Root 5,785
ZONE 2
YELLOW CANNA Canna indica
3.0' ON CENTER
9'-11' Bare Root 6,535PICKERELWEED Pontederia cordata 249 DUCK POTATO Saggittaria lancifolia 249
ZONE 3
SPIKERUSH Eleocharis palustris
3.0' ON CENTER
11'-12' Liners 4,342 SWAMP LILY Crinum americanum 421
ZONE 4
POND CYPRESS Taxodium species
8.0' ON CENTER
12'-13' 3.0 Gallon 1,414 SWAMP TUPELO Nyssa sylvatica var. biflora 31
ZONE 5
SWEET BAY Laurus nobilis
8.0' ON CENTER
13'-15' 3.0 Gallon 2,512LOBLOLLY BAY Gordonia lasianthus 20 WINGED ELM Ulmus alata 20
ZONE 6
FAKAHATCHEE Tripsacum dactyloides
3.0' ON CENTER
16'+ 1.0 Gallon 2,476MUHLY GRASS Muhlenbergia capillaris 89 SPARTINA Spartina bakeri 89
A
A
B
B
C
C
PLANTING TO BE
PERFORMED BY
OTHERS
NOT IN CONTRACT
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NOTE:
SEE SHEET 3, FLOODPLAIN PLANTING
ZONES, FOR PLANTING LEGEND.
SYMBOL LEGEND
PLANTING ZONES
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PLANT LEGEND
COMMON SPIKERUSH
SWAMP LILLY
FRAGRANT WATER LILLY
DUCK POTATO
PICKERELWEED
YELLOW CANNA
PLANTING ZONES
POND CYPRESS
SWAMP TUPELO
SWEET BAY
LOBLOLLY BAY
WINGED ELM
FAKAHATCHEE
MUHLY GRASS
SPARTINA
PLANTING TO BE
PERFORMED BY
OTHERS
NOT IN CONTRACT
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PROPOSED GROUND CONTOUR
TURF REINFORCEMENT MAT/SOD
CONCRETE MATTING
GABION MATTRESS PROTECTION
GABION WALL
RIP-RAP STABILIZATION
GEOCELLULAR CONFINEMENT
REINFORCEMENT
BIONET / SOD
LEGEND
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.7
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1.00%
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KFox Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
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LACING WIRE HOG RING
CONNECT GABION TO GABION MATTRESS
USING HOG RINGS OR LACING WIRE
GABION MATTRESS
FILTER FABRIC
GABION
LACING WIRE HOG RING
CONNECT GABION TO GABION MATTRESS
USING HOG RINGS OR LACING WIRE
GABION MATTRESS
FILTER FABRIC
GABION
NOTE:
1. SEE TYPICAL SECTIONS, SHEETS 9 AND 10.
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TURF
REINFORCEMENT MAT
EXTEND THE CONCRETE MATTING 2' PAST
THE CROWN OF SLOPE.
GABION BASKETS
GABION MATRESS
EXTEND THE CONCRETE MATTING
A MIN. OF 18"-24" UNDER
THE GABION MATRESS.
INFILL OVERLAPPED
MAT WITH 2" OF SOIL.
GABION MATRESS
CONCRETE MATTING
CONSTRUCTION NOTES:
1. AN ENGINEER OR MANUFACTURES REPRESENTATIVE SHALL BE ONSITE FOR THE START OF THE INSTALLATION.
2. GRADE THE SITES SO THAT WATER WILL NOT FLOW ABOVE, BELOW, 0R AROUND THE OUTSIDE OF THE AREA PROTECTED WITH CONCRETE MATTING. ALL SUBGRADE SURFACES PREPARED FOR PLACEMENT OF
MATS SHALL BE SMOOTH AND FREE OF ALL ROCKS, STICKS, ROOTS, OTHER PROTRUSIONS, OR DEBRIS OF ANY KIND.
3. APPLY SITE SPECIFIC SEED, INCLUDING NATIVE GRASSES DIRECTLY TO THE PREPARED SOIL PRIOR TO CONCRETE MATTING INSTALLATION.
4. CONCRETE MATTING ROLLS ARE AVAILABLE IN WIDTHS OF 4', 5.5', 8', 10', 12', & 16'. IT IS THE MANUFACTURERS RECOMMENDATION TO UTILIZE THE WIDEST MATS POSSIBLE TO REDUCE AN ABUNDANCE OF
SEAMS OR OVERLAPS.
a. TO ACHIEVE WIDER WIDTHS, INSTALL MATS ADJACENT TO ONE ANOTHER. INSTALL ADDITIONAL UNDERLAYMENT UNDER ALL ADJOINING MATS. A MINIMUM OF 12” OF UNDERLAYMENT SHALL EXTEND
AND OVERLAP UNDER EACH SIDE OF THE MAT AND DIRECTLY AGAINST THE SUBGRADE.
b. INSTALL 18” #3 REBAR U-ANCHORS OR STAINLESS STEEL ZIP TIES IN 3' INCREMENTS THE LENGTH OF THE LONGITUDINAL SEAM.
5. AT THE BEGINNING OF THE CONCRETE MATTING, TRANSITION THE INITIAL LEADING EDGE PROPERLY WITH EROSION MATTING OR SOD. IF EXPOSED TO CONCENTRATED FLOWS EMBED 18" VERTICALLY INTO THE SUB GRADE TO SERVE AS AN ANCHOR TRENCH. THE TRENCH SHALL BE FILLED AND COMPACTED WITH SUITABLE FILL OR OTHER (AS SPECIFIED BY EOR).
6. FOR ADDITIONAL SECTIONS OF MAT, OVERLAP THE DOWNSTREAM SECTION 18" WITH UPSTREAM SECTION OF MAT. PRIOR TO INSTALLING OVERLAP, FLIP UPSTREAM MAT BACK 24". EXCAVATE 2.25" OF SOIL 18" FROM END OF UPSTREAM MAT. DOWNSTREAM SECTION IS LAID IN THE SHALLOW TRENCH. LIGHTLY SPREAD TOPSOIL, SEED AND FERTILIZER OVER INITIAL EDGE. FLIP END OF UPSTREAM MAT OVER THE SOIL
COVERED INITIAL LEADING EDGE OF DOWNSTREAM MAT.
7. INSTALL 18" U-ANCHORS IN 2' INCREMENTS ACROSS THE OVERLAP. INSTALL ANCHORS DIRECTLY BEHIND BLOCKS. "U" ANCHORS CONSIST OF #3 REBAR "U" ANCHOR WITH 18" LEGS.
8. AT THE END OF THE ARMORED CHANNEL, EMBED THE MAT 18" IN A TERMINATION TRENCH. FILL AND COMPACT TERMINATION TRENCH WITH SOIL (DETERMINED BY EOR).
GRIPPLE ANCHOR SYSTEM
(TL3CR-TLA3-3MM-Z)
SPACED MIN 3' OC OR REFER TO GEOTECHNICAL
REPORT PREPARED BY TIERRA.
0.5
FILTER FABRIC
GRIPPLE ANCHOR SYSTEM
(TL3CR-TLA3-3MM-Z)
SPACED @ 3' OC HORIZONTAL & VERTICAL,
TO A DEPTH OF 9 FEET
(REFER TO GEOTECHNICAL REPORT
PREPARED BY TIERRA)
A-A
RIP- RAP
FILTER FABRIC
1' X 1' CONCRETE
FOOTER
0.2' 0.5'
DRILL 6" DEEP HOLE
FOR REBAR
EXISTING CONCRETE
ENDWALL
NOTES:
1. CONCRETE SPILLWAY TO BE ATTACHED TO EXISTING HEADWALL, ON TOP OF
STABILIZED COMPACTED SOIL.
2. DRILLED HOLES IN EXISTING CONCRETE SHALL BE CLEANED AND DRY TO
ENSURE COMPLETE BONDING.
3. DOWEL BARS SHALL BE NO. 4 REBAR (ASTM A615 GRADE 60).
4. REBAR SHALL BE ANCHORED USING HILTI HIT-RE 500V3 EPOXY (OR SIMLIAR)
PER MANUFACTURERS INSTRUCTIONS.
VARIES
1.5' 1.5' 1'
9"
CONCRETE
VALLEY GUTTER
36" LONG
NO. 4 REBAR
9"
10' SQ. CONCRETE PAD
12"
COMPACTED SUBGRADE
(SEE SPECIFICATIONS THIS SHEET)
8"
CONCRETE PAD IN FLOODPLAIN AND CONCRETE PAD IN UTILITY ACCESS EASEMENT SPECIFICATIONS:
1. USE CLASS IV CEMENT IN ALL CONCRETE.
2. SOIL BELOW PROPOSED CONCRETE (INCLUDING DISTURBED SOIL COVER) SHALL BE COMPACTED SO THAT THE SOIL DENSITY 12 INCHES BELOW PROPOSED GRADE IS AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY
DENSITY (ASTM D1557).
3. COMPACTED BACKFILL: (IF REQUIRED UNDER CONCRETE PAD FOUNDATIONS)
A.A. COMPACTED BACKFILL SHALL CONSIST OF CLEAN GRANULAR FILL MATERIAL, FREE OF DEBRIS, FOREIGN
MATERIALS, ORGANIC MATERIAL (MAXIMUM 3% BY WEIGHT) AND SATISFY SP OR SP-SM ACCORDING TO THE
UNITED STATES SOIL CLASSIFICATION SYSTEM.
A.B. BACKFILL TO BE PLACED IN 6-INCH (MAX) LIFTS AND COMPACTED USING MECHANICAL METHODS (E.G.
ROLLER), TO ACHIEVE 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557).
4. PVC POST IN FLOOD PLAIN SHALL BE SECURED TO CONCRETE PAD WITH FASTENERS APPROVED BY THE
ENGINEER.
5. FLEXIBLE DELINEATOR POST IN UTILITY ACCESS EASEMENT SHALL BE SECURED TO CONCRETE PAD WITH
ADHESIVE APPROVED BY THE ENGINEER.
10 FT X 10 FT X 8 IN. CONCRETE PAD SHALL BE
CONSTRUCTED AT 6000 PSI WITH REBAR TO
FACILITATE FUTURE MAINTENANCE ACTIVITIES.
THE TOP OF THE PADS SHALL BE AT THE
PROPOSED GROUND SURFACE ELEVATION.
PVC POSTS SHALL BE 6 FEET SCHEDULE 40,
CAPPED, AND PAINTED SAFETY YELLOW.
(LOCATION PER PLAN)
KFox Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
6" 6"
6" 6"
6"
KFox Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
SPT-01
SPT-02 SPT-03
SPT-04
SB-3
SB-2
SB-1
HA-1
HA-2 HA-3
HA-4
HA-5 HA-6 HA-7
HA-8
HA-9
HA-10
HA-11
HA-12
HA-13
HA-14
HA-15
HA-16
HA-17
HA-18 HA-19
HA-20
B-4
SH-3
SH-4
B-3
SH-7
SH-8
B2-A
SH-5B
SH-5
SH-6
B-1
SH-1
SH-2
I:\ _C
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N M
C M
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EN
B
O O
TH
R
D CYPRESS TRACE DR
LEGEND
SPT
APPROXIMATE SPT BORING LOCATIONS (MC SQUARED)
APPROXIMATE HAND AUGER LOCATIONS (GEOSYNTEC - SHEET 38)
APPROXIMATE HAND AUGER LOCATIONS (TIERRA - SHEET 39)
APPROXIMATE SH BORING LOCATIONS (TIERRA - SHEET 39)
APPROXIMATE B BORING LOCATIONS (TIERRA - SHEET 39)
MULLET CREEK
EL
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EL
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SB
HA
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SH
KFox Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
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KFox Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
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KFox Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
Feet 40200 10
NOTES:
1. SOIL TRACKING AND EROSION CONTROL DEVICES SHALL BE INSTALLED PER FLORIDA
STORMWATER EROSION AND SEDIMENT CONTROL DESIGN STANDARDS MANUAL. LOCATION TO BE
DETERMINED BY THE CONTRACTOR.
2. ALL GRASSED AREAS DISTURBED BY CONSTRUCTION SHALL BE BACKFILLED AND SODDED.
3. SEE SHEET 42 FOR THE TREE PROTECTION TABLE.
4. CONTRACTOR SHALL PROVIDE A CHANNEL BYPASS PUMPING PLAN TO THE COUNTY FOR
APPROVAL PRIOR TO STARTING ANY WORK WITHIN THE TOP OF BANK LIMITS.
5. TREE PROTECTION ZONES SHOWN ON PLANS SHALL SUPERCEDE THE PINELLAS COUNTY
STANDARD DETAILS. ALL TREE PROTECTION AND MULCHING FOR ROOT PROTECTION SHALL BE
SUPERVISED BY THE CONTRACTOR'S ARBORIST AND PAID FOR UNDER PAY ITEM 110-0100,
CLEARING AND GRUBBING.
6. CONTRACTOR SHALL ADJUST TREE PROTECTION BARRICADES AS NEEDED TO ALLOW ACCESS TO
ACCESS ROAD AND PLACE 8 INCHES OF MULCH FOR ROOT PROTECTION WITHIN TREE
PROTECTION ZONES WHERE TRUCKS WILL TRAVEL. MULCH LAYER SHALL BE MAINTAINED
THROUGHOUT DURATION OF PROJECT TO ENSURE PROPER ROOT PROTECTION.
7. ALL SILT FENCING INSTALLED UNDER THE DRIPLINE OF TREES SHALL BE INSTALLED ON-GRADE
AND NOT TRENCHED IN.
PROPERTY BOUNDARY
EXISTING GROUND CONTOUR
PROPOSED GRADING LIMIT
SILT FENCE
FLOATING TURBIDITY BARRIER
NO EXCAVATION AREA
NO WORK IN THIS AREA
TURF REINFORCEMENT MAT/SOD
CONCRETE MATTING
GABION MATTRESS PROTECTION
GABION WALL
RIP-RAP STABILIZATION
GEOCELLULAR CONFINEMENT
REINFORCEMENT
BIONET/SOD
LEGEND
M
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A:
+0
M
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+0
M
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+0
KFox Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
2H:1V
Feet 40200 10
NOTES:
1. SOIL TRACKING AND EROSION CONTROL DEVICES SHALL BE INSTALLED PER FLORIDA
STORMWATER EROSION AND SEDIMENT CONTROL DESIGN STANDARDS MANUAL.
LOCATION TO BE DETERMINED BY THE CONTRACTOR.
2. ALL GRASSED AREAS DISTURBED BY CONSTRUCTION SHALL BE BACKFILLED AND
SODDED.
3. CONTRACTOR SHALL PROVIDE A CHANNEL BYPASS PUMPING PLAN TO THE COUNTY
FOR APPROVAL PRIOR TO STARTING ANY WORK WITHIN THE TOP OF BANK LIMITS.
4. TREE PROTECTION ZONES SHOWN ON PLANS SHALL SUPERCEDE THE PINELLAS
COUNTY STANDARD DETAILS.
5. BIONET SC150BN TO BE INSTALLED IN ALL AREAS ABOVE WATER THAT WILL BE PLANTED
BY OTHERS.
6. CONTRACTOR SHALL ADJUST TREE PROTECTION BARRICADES AS NEEDD TO ALLOW
ACCESS TO ACCESS ROAD AND PLACE 8 INCHES OF MULCH FOR ROOT PROTECTION
WITHIN TREE PROTECTION ZONES WHERE TRUCKS WILL TRAVEL. MULCH LAYER SHALL
BE MAINTAINED THROUGHOUT DURATION OF PROJECT TO ENSURE PROPER ROOT
PROTECTION.
7. ALL SILT FENCING INSTALLED UNDER THE DRIPLINE OF TREES SHALL BE INSTALLED
ON-GRADE AND NOT TRENCHED IN.
PROPERTY BOUNDARY
EXISTING GROUND CONTOUR
PROPOSED GRADING LIMIT
SILT FENCE
FLOATING TURBIDITY BARRIER
NO EXCAVATION AREA
NO WORK IN THIS AREA
TURF REINFORCEMENT MAT/SOD
CONCRETE MATTING
GABION MATTRESS PROTECTION
GABION WALL
RIP-RAP STABILIZATION
GEOCELLULAR CONFINEMENT
REINFORCEMENT
BIONET/SOD
LEGEND
M
AT
C H
LI
N
E
ST
A:
+0
KFox Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
NOTES:
1. SOIL TRACKING AND EROSION CONTROL DEVICES SHALL BE INSTALLED PER FLORIDA
STORMWATER EROSION AND SEDIMENT CONTROL DESIGN STANDARDS MANUAL.
LOCATION TO BE DETERMINED BY THE CONTRACTOR.
2. ALL GRASSED AREAS DISTURBED BY CONSTRUCTION SHALL BE BACKFILLED AND
SODDED.
3. PRUNE LIVE OAK FOR EQUIPMENT ACCESS. ALL NATIVE TREE PRUNING SHALL BE
PERFORMED UNDER THE SUPERVISION OF A CERTIFIED ARBORIST. THE ARBORIST
SHALL BE ON SITE FOR ALL PRUNING WORK. ALL PRUNING SHALL BE PAID FOR UNDER
PAY ITEM 110-0100, CLEARING AND GRUBBING.
4. CONTRACTOR SHALL PROVIDE A CHANNEL BYPASS PUMPING PLAN TO THE COUNTY
FOR APPROVAL PRIOR TO STARTING ANY WORK WITHIN THE TOP OF BANK LIMITS.
5. CONTRACTOR SHALL ADJUST TREE PROTECTION BARRICADES AS NEEDED TO ALLOW
ACCESS TO ACCESS ROAD AND PLACE 8 INCHES OF MULCH FOR ROOT PROTECTION
WITHIN TREE PROTECTION ZONES WHERE TRUCKS WILL TRAVEL. MULCH LAYER
SHALL BE MAINTAINED THROUGHOUT DURATION OF PROJECT TO ENSURE PROPER
ROOT PROTECTION.
6. ALL SILT FENCING INSTALLED UNDER THE DRIPLINE OF TREES SHALL BE INSTALLED
ON-GRADE AND NOT TRENCHED IN.
PROPERTY BOUNDARY
EXISTING GROUND CONTOUR
PROPOSED GRADING LIMIT
SILT FENCE
FLOATING TURBIDITY BARRIER
NO EXCAVATION AREA
NO WORK IN THIS AREA
TURF REINFORCEMENT MAT/SOD
CONCRETE MATTING
GABION MATTRESS PROTECTION
GABION WALL
RIP-RAP STABILIZATION
GEOCELLULAR CONFINEMENT
REINFORCEMENT
BIONET/SOD
LEGEND
KFox Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
PROPERTY BOUNDARY
EXISTING GROUND CONTOUR
PERMANENT WETLAND IMPACT
TEMPORARY SURFACE WATER IMPACT
PERMANENT SURFACE WATER IMPACT
LEGEND
M
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A:
+0
M
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A:
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M
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N
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A:
+0
KFox Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
PROPERTY BOUNDARY
EXISTING GROUND CONTOUR
PERMANENT WETLAND IMPACT
TEMPORARY SURFACE WATER IMPACT
PERMANENT SURFACE WATER IMPACT
LEGEND
M
AT
C H
LI
N
E
ST
A:
+0
KFox Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
PROPERTY BOUNDARY
EXISTING GROUND CONTOUR
PERMANENT WETLAND IMPACT
TEMPORARY SURFACE WATER IMPACT
PERMANENT SURFACE WATER IMPACT
LEGEND
WETLAND DATA
IMPACT TYPE QUANTITY (ACRES)
SURFACE WATER (TEMPORARY) DREDGE/ FILL 0.381
SURFACE WATER (PERMANENT) DREDGE/ FILL 0.349
WETLAND (PERMANENT) DREDGE/ FILL 0.302
NOTE: SURFACE WATER AND WETLAND IMPACT QUANTITIES REFLECT
CUMMULATIVE QUANTITIES TABULATED FROM SHEETS 42, 43 & 44.
KFox Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
KFox Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
PROPOSED CHANNEL B POINT TABLE PROPOSED CHANNEL B POINT TABLE PROPOSED CHANNEL B POINT TABLE
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PROPOSED GROUND CONTOUR
TURF REINFORCEMENT MAT / SOD
CONCRETE MATTING
GABION MATTRESS PROTECTION
GABION WALL
RIP-RAP STABILIZATION
GEOCELLULAR CONFINEMENT
REINFORCEMENT
BIONET / SOD
LEGEND
Feet 1" = 20'
40200 10
KFox Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
PROPOSED CHANNEL B POINT TABLE PROPOSED CHANNEL B POINT TABLE PROPOSED CHANNEL B POINT TABLE PROPOSED CHANNEL B POINT TABLE PROPOSED CHANNEL B POINT TABLE
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PROPOSED GROUND CONTOUR
TURF REINFORCEMENT MAT / SOD
CONCRETE MATTING
GABION MATTRESS PROTECTION
GABION WALL
RIP-RAP STABILIZATION
GEOCELLULAR CONFINEMENT
REINFORCEMENT
BIONET / SOD
LEGEND
Feet 1" = 20'
40200 10
KFox Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
PROPOSED CHANNEL B POINT TABLE PROPOSED CHANNEL B POINT TABLE PROPOSED CHANNEL B POINT TABLE
3H:1V
2H:1V
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40200 10
PROPOSED GROUND CONTOUR
TURF REINFORCEMENT MAT / SOD
CONCRETE MATTING
GABION MATTRESS PROTECTION
GABION WALL
RIP-RAP STABILIZATION
GEOCELLULAR CONFINEMENT
REINFORCEMENT
BIONET / SOD
LEGEND
KFox Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
PROPOSED SERVICE ROAD POINT TABLE PROPOSED SERVICE ROAD POINT TABLE
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40200 10
PROPOSED GROUND CONTOUR
TURF REINFORCEMENT MAT / SOD
CONCRETE MATTING
GABION MATTRESS PROTECTION
GABION WALL
RIP-RAP STABILIZATION
GEOCELLULAR CONFINEMENT
REINFORCEMENT
BIONET / SOD
LEGEND
KFox Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
0.85' 0.71' 1.21'0.78'
TOP OF GABION WALL
206209
36 55
113 118
163 165
1.21' 1.21' 1.05' 0.97'
COUNTY R/W LINE
38 42
181188
27 29 34 37
Feet 60300 15
COUNTY RIGHT OF WAY LINE
COUNTY EASEMENT LINE
EXISTING TREE PROTECTION ZONE (TPZ)
PROPOSED TREE MULCH AREA
EXISTING TREE TO REMOVE
EXISTING TREE TO REMAIN
LEGEND
KFox Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
2H:1V
115128
301302
Feet 40200 10
COUNTY RIGHT OF WAY LINE
COUNTY EASEMENT LINE
EXISTING TREE PROTECTION ZONE (TPZ)
PROPOSED TREE MULCH AREA
EXISTING TREE TO REMOVE
EXISTING TREE TO REMAIN
LEGEND
KFox Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
278 279
Feet 40200 10
COUNTY RIGHT OF WAY LINE
COUNTY EASEMENT LINE
EXISTING TREE PROTECTION ZONE (TPZ)
PROPOSED TREE MULCH AREA
EXISTING TREE TO REMOVE
EXISTING TREE TO REMAIN
LEGEND
KFox Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
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FEAT ID SPECIES COMMENTS DBH (INCHES) REMOVE OWNED BY X COORD. Y COORD.
TPZ RADIUS
(FEET)
1 QUVI GRAND OAK TREE 42 No Private Entity 427571.894861 1332661.080450 21 2 QULA2 UNKNOWN outside const. limits 50 No Public Works 428962.034141 1332778.248200 N/A 3 QULA2 OAK 11_PID002784A 13 No Private Entity 427870.832583 1332741.462510 6.5 4 QULA2 OAK 18_PID002784A 18 No Public Works 428873.154397 1332834.451500 9 5 QULA2 TREE 16_PID002784A 17 No Public Works 429029.406709 1332904.991050 8.5 6 TRSE6 TREE 14_PID002784A 17 No Public Works 429038.107151 1332832.407540 8.5 7 QULA2 OAK 14_PID002784A to 17 Yes Public Works 428183.170213 1332748.561900 N/A 8 TRSE6 OAK 8_PID002784A outside const. limits 15 No Private Entity 428646.768039 1332743.888680 N/A 9 PI2 PINE 14_PID002784A 18 No Public Works 428966.212282 1332834.063370 9
10 CLUSTER TREEC_PID002784A outside const. limits CLUSTER No Private Entity 428127.890140 1332805.008640 N/A 11 TREE 11_PID002784A missing -1 Gone Public Works 429017.757454 1332957.537210 N/A 12 QULA2 OAK 30_PID002784A outside const. limits 30 No Public Works 428893.226535 1332837.812380 N/A 13 OAK 6_PID002784A GONE -1 Gone Private Entity 428130.288757 1332739.274850 N/A 14 MEAZ TREE 11_PID002784A 14 Yes Public Works 429073.752421 1333028.603340 N/A 15 MAVI TREE 24_PID002784A outside const. limits 28 No Public Works 429031.486430 1332867.211930 N/A 16 QULA2 OAK 5_PID002784A outside const. limits 5 No Private Entity 427951.697579 1332741.171500 N/A 17 QU OAK CLUSTER_PID002784A ouutside const. limits 24 No Private Entity 428098.944003 1332796.013910 N/A 18 CUAN TREE 7_PID002784A fell over 6 Gone Public Works 428859.080606 1332935.001160 N/A 19 QULA2 OAK 20_PID002784A 20 Yes Public Works 429040.325979 1332956.497510 N/A 20 QU OAK 5_PID002784A outside const. limits 5 No Public Works 428932.561102 1333043.827390 N/A 21 QUVI OAK 8_PID002784A outside const. limits 8 No Private Entity 428364.159352 1332742.944460 N/A 22 MEAZ TREE 10_PID002784A 11 Yes Public Works 429067.235046 1333019.872060 N/A 23 QULA2 OAK 18_PID002784A 8 Yes Public Works 428655.272943 1332754.869310 N/A 24 QUVI OAK 5_PID002784A, fell over 5 Gone Public Works 428942.950189 1332998.030240 N/A 25 QULA2 TREE 6_PID002784A, dead failed -1 Gone Private Entity 427594.699605 1332711.703380 N/A 26 QUVI OAK 10_PID002784A outside const. limits 10 No Private Entity 428249.236026 1332744.896880 N/A 27 QUNI OAK 14_PID002784A outside const. limits 13 No Private Entity 428131.435736 1332741.476290 N/A 28 MEAZ TREE 4_PID002784A 8 Yes Public Works 428925.353440 1332998.639490 N/A 29 QUNI OAK 18_PID002784A outside const. limits 18 No Private Entity 428209.918519 1332740.440860 N/A 30 CICA TREE 12 TWIN_PID002784A 27 Yes Public Works 428910.958127 1332865.608260 N/A 31 CUAN TREE 7_PID002784A 7 Yes Public Works 428958.591234 1332923.104530 N/A 32 QULA2 OAK 8_PID002784A outside const. limits 8 No Private Entity 427949.697583 1332738.579970 N/A 33 OTHER TREE 5_PID002784A outside const. limits 5 No Public Works 428890.295767 1333054.969100 N/A 34 QULA2 OAK 10_PID002784A outside const. limits 10 No Private Entity 428228.796762 1332742.452990 N/A 35 MEAZ TREE 12_PID002784A 13 Yes Public Works 429089.151669 1333024.967190 N/A 36 QULA2 OAK 12_PID002784A gone -1 Gone Private Entity 427880.988402 1332743.601610 N/A 37 PRSE1 TREE 12_PID002784A outside const. limits 12 No Private Entity 428410.761621 1332745.502850 N/A 38 TADI TREE 18_PID002784A outside const. limits 18 No Private Entity 428525.874252 1332730.096060 N/A 39 MEAZ TREE 9_PID002784A fell over 10 Gone Public Works 428865.286303 1332931.038240 N/A 40 MEAZ TREE 9_PID002784A 10 Yes Public Works 429073.476831 1333014.816950 N/A 41 OTHER TREE 14_PID002784A outside const. limits 14 No Private Entity 427553.787613 1332790.265890 N/A 42 QULA2 OAK 11_PID002784A outside const. limits 13 No Private Entity 428723.564145 1332733.734510 N/A 43 QULA2 TREE 12_PID002784A outside const. limits 12 No Public Works 429019.487110 1332850.647330 N/A 44 QU OAK CLUSTER_PID002784A ouutside const. limits 8 No Public Works 429089.167745 1333068.905100 N/A 45 CUAN TREE 7_PID002784A 6 Yes Public Works 428870.086818 1332946.133030 N/A 46 QUNI OAKC 2 10 INCH OAKS_PID002784A outside const. limits 18 No Private Entity 428287.334703 1332745.435270 N/A 47 MEAZ TREE 12 DOUBLE_PID002784A 8 Yes Public Works 428992.499303 1332953.921400 N/A 48 QUVI OAK 4_PID002784A 5 Yes Public Works 428851.131475 1332972.024380 N/A 49 QULA2 OAK 7_PID002784A 8 Yes Public Works 428840.293570 1332890.490750 N/A 50 QULA2 OAK 9_PID002784A outside const. limits 8 No Public Works 429045.615338 1332934.528720 N/A 51 QULA2 OAK 6_PID002784A 5 Yes Public Works 428825.420569 1332884.612480 N/A 52 QU OAK 18_PID002784A 18 No Private Entity 427989.238186 1332787.467990 9 53 OTHER PALMC_PID002784A outside const. limits 8 No Private Entity 427787.797316 1332790.943380 N/A 54 QU OAKC_PID002784A outsside const. limits 26 No Private Entity 428477.937668 1332722.258810 N/A 55 QUVI OAK 6_PID002784A outside const. limits 5 No Public Works 428090.237000 1332745.290910 N/A 56 QUVI OAKC_PID002784A outside const. limits 58 No Private Entity 428646.681753 1332735.606220 N/A 57 QULA2 OAK 16_PID002784A outside const. limits 16 No Private Entity 428416.372502 1332741.565530 N/A 58 QU OAK 30_PID002784A outside const. limits 30 No Private Entity 429232.923691 1333081.980200 N/A 59 QUVI OAK 14_PID002784A 25 No Private Entity 427755.182880 1332735.461210 12.5 60 OTHER TREE 12_PID002784A outside const. limits 12 No Private Entity 427719.194435 1332795.690420 N/A 61 QULA2 OAK 6_PID002784A 6 Yes Public Works 428822.290326 1332892.695150 N/A 62 OTHER TREE 8_PID002784A outside const. limits 8 No Private Entity 429225.324953 1333064.349000 N/A 63 PRSE1 OAK 18_PID002784A 10 Yes Public Works 428654.349389 1332751.344380 N/A 64 OTHER TREE 6_PID002784A outside const. limits 6 No Public Works 428970.488848 1333082.525150 N/A 65 QULA2 OAK 12_PID002784A gone 12 Gone Safety Harbor 427889.979198 1332741.400830 N/A 66 QULA2 OAK 10_PID002784A outside const. limits 12 No Public Works 428868.536952 1332835.760880 N/A 67 OTHER PALM 10_PID002784A outside const. limits 10 No Private Entity 428255.163835 1332742.714150 N/A 68 QU OAK 14_PID002784A outside const. limits 14 No Private Entity 427608.852136 1332681.496420 N/A 69 QULA2 OAK 18_PID002784A outside const. limits 17 No Private Entity 428447.477099 1332745.237110 N/A 70 QULA2 OAK 4_PID002784A 5 Yes Public Works 428850.473012 1332970.980750 N/A 71 QU OAK 5_PID002784A outside const. limits 5 No Private Entity 429202.863383 1333068.775170 N/A 72 QU OAK 6_PID002784A outside const. limits 6 No Public Works 428137.490514 1332745.013030 N/A 73 QUVI OAK 36_PID002784A 30 No Private Entity 427563.788249 1332697.433400 15 74 QUNI OAK 8_PID002784A outside const. limits 8 No Private Entity 428396.315456 1332741.536330 N/A 75 QU OAK 16_PID002784A 16 Yes Public Works 428998.491089 1333056.221390 N/A 76 QULA2 OAK 10_PID002784A outside const. limits 11 No Public Works 429041.729847 1332922.247910 N/A 77 QU OAK 5_PID002784A 5 No Public Works 429080.946304 1333053.837210 2.5 78 QU OAK 9_PID002784A 9 Yes Public Works 428952.409488 1333031.849390 N/A
79 QULA2 OAK 16_PID002784A outside const. limits 17 No Public Works 428847.711535 1332836.278590 N/A 80 QULA2 OAK 12_PID002784A 15 Yes Public Works 428830.245362 1332928.079260 N/A 81 OTHER TREE 14_PID002784A outside const. limits 14 No Private Entity 427562.856821 1332795.653670 N/A 82 QU OAK 7_PID002784A outside const. limits 7 No Public Works 428894.518856 1333045.414660 N/A 83 MEAZ TREE 4_PID002784A 7 Yes Public Works 429078.100181 1332924.442460 N/A 84 QULA2 OAK 11_PID002784A outside const. limits 11 No Safety Harbor 427890.534971 1332728.754530 N/A 85 CUAN TREE 6_PID002784A 8 Yes Public Works 428882.713433 1332895.588180 N/A 86 QULA2 OAK 16_PID002784A outside const. limits 17 No Private Entity 428300.025950 1332743.145900 8.5 87 QUVI OAK 10_PID002784A outside const. limits 11 No Private Entity 428247.045741 1332745.596690 N/A 88 CUAN TREE 5_PID002784A outside const. limits 8 No Public Works 429043.701956 1332837.324520 N/A 89 QULA2 OAK 5_PID002784A 6 Yes Public Works 428948.474128 1332997.586340 N/A 90 QUVI OAK 18_PID002784A 17 No Private Entity 427556.245286 1332681.941630 8.5 91 MEAZ TREE 11_PID002784A 14 Yes Public Works 429070.112665 1333027.464230 N/A 92 MEAZ TREE 24_PID002784A 21 Yes Public Works 428952.761193 1332929.902090 N/A 93 QUVI OAK 30_PID002784A outside const. limits 36 No Private Entity 428541.271203 1332732.534700 N/A 94 QULA2 OAK 14_PID002784A outside const. limits 14 No Private Entity 428121.815349 1332743.583570 N/A 95 QU OAK 36_PID002784A outside const. limits 36 No Private Entity 428315.475394 1332808.085410 N/A 96 QULA2 OAK 7_PID002784A 7 Yes Public Works 428902.419430 1333000.150970 N/A 97 QULA2 OAK 18_PID002784A 18 No Private Entity 428212.623894 1332788.488990 9 98 MEAZ TREEC_PID002784A 6 Yes Public Works 428841.864105 1332952.827900 N/A 99 QULA2 OAK 7_PID002784A 8 Yes Public Works 428841.346062 1332891.145610 N/A
100 MEAZ TREE 7_PID002784A 7 Yes Public Works 429079.318683 1333017.738860 N/A 101 QU OAK 5_PID002784A outside const. limits 5 No Public Works 429089.334739 1333066.257790 N/A 102 QULA2 OAK 8_PID002784A outside const. limits 8 No Private Entity 428233.140585 1332744.613750 N/A 103 ACRU TREE 30 ELM_PID002784A outside const. limits 29 No Public Works 428872.280055 1332880.455670 N/A 104 QULA2 OAK 4_PID002784A fell over 4 Gone Public Works 428833.383479 1332920.979540 N/A 105 OTHER TREE 4_PID002784A outside const. limits 4 No Public Works 428877.733456 1333033.141390 N/A 106 QU OAK 8_PID002784A outside const. limits 8 No Private Entity 427721.558931 1332717.099370 N/A 107 QUVI OAK 8_PID002784A 8 Yes Public Works 428869.172778 1332976.018470 N/A 108 TRSE6 TREE 11_PID002784A 15 No Public Works 429085.533566 1332996.263840 7.5 109 ENCY TREE 48_PID002784A 46 Yes Public Works 428899.706181 1332944.410590 N/A 110 QU OAK 10_PID002784A outside const. limits 10 No Private Entity 427604.230754 1332685.221150 N/A 111 CUAN TREE 4_PID002784A 5 Yes Public Works 428887.839407 1332978.174960 N/A 112 CUAN TREE 4_PID002784A 4 Yes Public Works 428841.966139 1332929.601570 N/A 113 QULA2 OAK 11_PID002784A outside const. limits 10 No Private Entity 428022.155115 1332744.953640 N/A 114 TRSE6 TREE 8_PID002784A outside const. limits 9 No Public Works 429040.196386 1332839.941310 N/A 115 QU OAK 4_PID002784A outside const. limits 4 No Private Entity 429121.136513 1333062.777810 N/A 116 MU5 TREEC BANANA_PID002784A 0 Yes Private Entity 428191.318819 1332794.863320 N/A 117 QU OAK 5_PID002784A outside const. limits 5 No Private Entity 428003.978642 1332737.803070 N/A 118 QUVI OAK 6_PID002784A outside const. limits 4 No Public Works 428095.469929 1332745.255150 N/A 119 CUAN TREE 7_PID002784A 5 Yes Public Works 428885.116315 1332951.986040 N/A 120 QUVI OAK 4_PID002784A 5 Yes Public Works 428923.137893 1333007.454760 N/A 121 QULA2 OAK 11_PID002784A outside const. limits 10 No Private Entity 427880.090110 1332743.713160 N/A 122 CUAN TREE 4_PID002784A 4 Yes Public Works 428866.437219 1332959.642850 N/A 123 TRSE6 TREE 9_PID002784A outside const. limits 11 No Public Works 429061.126790 1332828.505970 N/A 124 CUAN TREE 9_PID002784A 10 Yes Public Works 428859.496288 1332904.681670 N/A 125 ENCY TREE 18_PID002784A outside const. limits 18 No Private Entity 427601.905955 1332703.691260 N/A 126 QUVI OAK 4_PID002784A 4 Yes Public Works 428919.461719 1333006.005610 N/A 127 QULA2 OAK 11_PID002784A outside const. limits 11 No Private Entity 427859.136084 1332743.373590 N/A 128 QU OAK 9_PID002784A outside const. limits 9 No Private Entity 429107.899663 1333061.979260 N/A 129 QUVI OAK 19_PID002784A outside const. limits 19 No Private Entity 428367.522862 1332743.148860 N/A 130 TRSE6 TREE 12_PID002784A 16 No Public Works 429087.832445 1333015.848770 8 131 QULA2 OAK 11_PID002784A outside const. limits 11 No Safety Harbor 427889.176706 1332725.667590 N/A 132 QU OAK 6_PID002784A outside const. limits 6 No Private Entity 427712.237428 1332712.010800 N/A 133 QU OAK 5_PID002784A outside const. limits 5 No Private Entity 427995.499656 1332733.800120 N/A 134 QULA2 OAK 24_PID002784A outside const. limits 25 No Private Entity 427837.182060 1332736.592770 N/A 135 QULA2 OAK 12_PID002784A outside const. limits 13 No Private Entity 428459.054504 1332743.741050 N/A 136 QUVI OAK 36_PID002784A 36 No Private Entity 428230.058242 1332789.766220 18 137 QUVI OAK 12_PID002784A 12 Yes Private Entity 427972.189336 1332747.211840 N/A 138 QUVI OAK 18_PID002784A 13 No Private Entity 427566.670133 1332675.923930 6.5 139 TREE 9_PID002784A, tree absent -1 Gone Public Works 429052.862043 1332972.140200 N/A 140 QULA2 OAK 36_PID002784A outside const. limits 39 No Public Works 429054.921094 1332927.957210 N/A 141 OTHER TREE 14_PID002784A 14 No Public Works 428954.177857 1333058.901180 7 142 TRSE6 TREE 7_PID002784A outside const. limits 9 No Public Works 429059.176663 1332832.194280 N/A 143 QUVI OAK 11_PID002784A outside const. limits 10 No Public Works 428019.422837 1332745.652130 N/A 144 OTHER TREE 14_PID002784A outside const. limits 14 No Private Entity 427526.004204 1332776.535600 N/A 145 OTHER TREE 10_PID002784A 10 Yes Public Works 428941.275652 1333026.667970 N/A 146 QU OAK 30_PID002784A outside const. limits 30 No Private Entity 429143.374985 1333065.950380 N/A 147 QU OAK 7_PID002784A outside const. limits 7 No Private Entity 427863.563897 1332727.400200 N/A 148 QUVI TREE 4_PID002784A 4 Yes Public Works 428875.503474 1332982.287160 N/A 149 CUAN TREE 5_PID002784A 4 Yes Public Works 428931.431512 1332947.649430 N/A 150 QU OAK 14_PID002784A outside const. limits 14 No Private Entity 428173.548185 1332809.775360 N/A 151 CUAN TREE 7_PID002784A 8 Yes Public Works 428878.292182 1332903.851290 N/A 152 QULA2 OAK 7_PID002784A outside const. limits 8 No Private Entity 428953.312373 1332830.260890 N/A 153 MEAZ TREE 5_PID002784A 6 Yes Public Works 429084.089999 1333017.173240 N/A 154 QUVI OAK 16_PID002784A 19 Yes Public Works 428706.086490 1332749.071750 N/A 155 QUVI OAK 20_PID002784A 25 Yes Public Works 428369.441166 1332754.748240 N/A 156 QULA2 TREE 18_PID002784A outside const. limits 22 No Public Works 429023.506131 1332875.284090 N/A
FEAT ID SPECIES COMMENTS DBH (INCHES) REMOVE OWNED BY X COORD. Y COORD.
TPZ RADIUS
(FEET)
KFox Text Box This item has been electronically signed and sealed by Katherine R. Fox, PE, on 01/05/2023 using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.
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157 QU OAK 28_PID002784A 28 No Private Entity 427686.253228 1332792.570670 14 158 QULA2 OAK 12_PID002784A 15 Yes Public Works 428893.119252 1332979.327850 N/A 159 MEAZ TREE 5 TWIN_PID002784A 14 Yes Public Works 429078.377740 1333011.474110 N/A 160 QUVI OAK 6_PID002784A outside const. limits 6 No Public Works 428087.526047 1332744.985800 N/A 161 QULA2 OAK 8_PID002784A 8 Yes Public Works 428871.850922 1332977.829160 N/A 162 CUAN OAKC_PID002784A ouutside const. limits 5 No Private Entity 427589.814444 1332693.205720 N/A 163 QULA2 OAK 12_PID002784A outside const. limits 13 No Private Entity 427908.995892 1332741.694460 N/A 164 MEAZ TREE 11_PID002784A 11 Yes Public Works 428933.562085 1332863.115150 N/A 165 QUVI OAK 11_PID002784A outside const. limits 9 No Private Entity 427996.537056 1332742.552400 N/A 166 QULA2 OAK 7_PID002784A 6 Yes Public Works 428859.961838 1332917.191490 N/A 167 CUAN TREE 10_PID002784A 11 Yes Public Works 428881.163567 1332937.331540 N/A 168 QUVI OAK 24_PID002784A outside const. limits 28 No Private Entity 428385.531685 1332742.974640 N/A 169 QUNI OAK 18_PID002784A 20 No Private Entity 427582.943723 1332705.055760 10 170 OTHER TREEC_PID002784A outtside const. limits 0 No Private Entity 428259.839351 1332804.158580 N/A 171 CUAN TREEC 12_PID002784A 9 Yes Public Works 428962.108287 1333001.113890 N/A 172 QUVI OAK 4_PID002784A 5 Yes Public Works 428867.817137 1332981.567670 N/A 173 QULA2 OAK 7_PID002784A 7 Yes Public Works 428844.072762 1332889.851980 N/A 174 QU OAK 7_PID002784A outside const. limits 7 No Private Entity 427847.739453 1332735.942510 N/A 175 CUAN TREE 9_PID002784A 10 Yes Public Works 428975.389101 1332985.328490 N/A 176 QUVI OAK 36_PID002784A 36 No Public Works 427641.852070 1332773.221300 18 177 QULA2 OAK 12_PID002784A outside const. limits 14 No Public Works 428973.977030 1332818.510580 N/A 178 TRSE6 TREE 9_PID002784A 10 Yes Public Works 429054.344652 1332972.649050 N/A 179 QU OAK 5_PID002784A GONE -1 Gone Public Works 428027.276168 1332746.424770 N/A 180 QULA2 OAK 5_PID002784A 6 Yes Public Works 428950.060739 1332999.871770 N/A 181 QUVI OAK 36_PID002784A outside const. limits 36 No Private Entity 428420.066064 1332801.796380 N/A 182 CUAN TREE 12_PID002784A 13 Yes Public Works 428927.550614 1332946.029680 N/A 183 PRCA TREE 5_PID002784A, tree fell over 4 Gone Public Works 429065.753421 1332969.506670 N/A 184 QU OAK 10_PID002784A outside const. limits 10 No Private Entity 427826.658459 1332729.734840 N/A 185 QUVI OAK 7_PID002784A 7 Yes Public Works 428857.941173 1332955.260640 N/A 186 QULA2 OAK 7_PID002784A outside const.
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