Appendix_6-Sample_Plans.pdf
PDF 29 MB Posted
- Solicitation number
- 23-0394-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
The document is a detailed engineering and design plan set for the Channel R Ditch Maintenance Basin 6 (South Creek) project, prepared by Pinellas County Public Works Department, Watershed Planning and Operations Division. The project involves reconstructing and maintaining a drainage channel from Oak View Drive to Whitebridge Drive in Pinellas County, Florida. The comprehensive plan set includes multiple sheets detailing location maps, site plans, cross-sections, drainage easements, utility information, and specific technical specifications for ditch reconstruction. The project involves removing sediment, reconstructing ditch slopes with 1.5:1 side slopes, installing riprap, sodding disturbed areas, and managing existing utilities and property boundaries.
The project appears to be funded through Pinellas County's public works infrastructure maintenance budget, with a focus on stormwater management and drainage system improvement. The design incorporates specific technical requirements such as FDOT standard specifications, geotextile placement, articulating concrete block mat installation, and erosion control measures. The plan set provides extensive details on existing property parcels, easements, and adjacent landowner information, indicating a thorough approach to right-of-way and environmental considerations. The overall goal seems to be improving water flow, preventing erosion, and maintaining the integrity of the drainage channel while minimizing environmental impact.
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GULF OF M
EXICO
TAM
PA BAY
T H
S
N
CURLEW RD
22ND AVE S.
A L T
62ND AVE S.
GU
LF BLVD
S R
I-
P A S S
A
G R
IL
L E
SR
DREW ST
S U
N S
H
IN
E
S
K Y
W A Y
WILCOX RD
62ND AVE N.
LAKEVIEW RD
PARK BLVD
AL
T
R O C
K S
R
D
T H
B E
L C
H E
R
D
22ND AVE N.
5TH AVE N.
SR 584
M C
M U
L L E
N
B O
O
U S
9 ROOSEVELT BLVD
COURTNEY CAMPBELL
BELLEAIR RD
D U
H M
S R
TAMPA RD
C R
C R
PINELLAS POINT DR
ENTERPRISE RD
O A
K H
U R
P A R
K
S T
B A Y S
ID
B
ID
G E
BLVD
SUNSET POINT RD
NURSERY RD
B
LV
D
38TH AVE N.
MAIN ST
S E
M
IN
O L
V D
I-375
I-175
AVE
U S
B
LVD
NEBRASKA AVE
I- 5S T
A R
K
Y
P
IN
E L L
A S
PIN
ELLAS
TARPON
ULMERTON RD
U S
EAST BAY DR
54TH AVE S.
TYRONE
HOWARD
FRANKLAND
CENTRAL AVE
WALSINGHAM
GANDY
K E
E
M
IS
S O
U R I
A V
E
I-27
BAY PINES 46TH AVE N.
B E
L C
H
VIRGINIA ST
KEYSTONE RD
ROOSEVELT
118TH AVE N.
BAYWAY
E A S T
L A K
MAIN ST
BRYAN DAIRY RD
GULF TO BAY BLVD
MICHIGAN BLVD
N.
E.
C
OACHMAN
RD
SR 590
54TH AVE N.
UNION ST
KLOSTERMAN
ALDERMAN RD
B L V D
C O
U N
T R
Y S
ID
E
H
IG
H L
A
A V
E
GULFPORT
M Y
R T
E
ULMERTON RD
TRIN
ITY B
LVD
BLVD
CAUSEWAY
BRIDGE
BRID
GE
B A Y
W A Y
ANDERSON
BLVD
IN
D
IA
N
FOREST L
AKES
DUNEDIN
AVE
C L E A R
W A
TE
R
H A R
B O
R S T J O S E P
H
S O
U N
D
BOCA CIEGA
IN
T R
A C
O A S T
W
T E R
W A Y
INTRACOASTAL WATERWAY
BLVD
CSW
Y
C R O S S
B A Y O
U
L K
S E
M
IN
O L E
L K
T A R P
O N
FLORIDA
RD
AN
C
LO
TE
R
IVER
RD
F I L E
N A
M E
P L
O T
D A
T E
:5
:4
P L
O T
T I
M
LOCATION MAP
PINELLAS COUNTY
DATE
(813) 281-7736
Tampa, FL 33607-4178
Suite 600
4350 West Cypress Street
PREPARED BY:
ENGINEER OF RECORD
No. 67713
RICHARD THOMAS MORRISON, PE
SHEET TITLE SHEET NO.
NOT TO SCALE
KEY MAP
-S
T -G
-1 .d g n
CLEARWATER, FLORIDA 33765
22211 U.S. HIGHWAY 19 N.
DIVISION, WATERSHED PLANNING AND OPS.
PUBLIC WORKS DEPT., STORMWATER AND VEGETATION
PINELLAS COUNTY
DIVISION DIRECTOR
JIM BERNARD, PE
SECTIONS 06, TOWNSHIP 28 SOUTH, RANGE 16 EAST
QUEEN ANN BLVD
W E
K E
HIG
HLANDS B
LVD
WHITEBRIDGE DR
LAKE RD
LOCATION
PROJECT
H
IG
H L
A N
V D
PID #001922A
OAK VIEW DR
TO WHITEBRIDGE DRIVE
FROM OAK VIEW DRIVE
CHANNEL R DITCH MAINTENANCE
BASIN 6 (SOUTH CREEK)
TOPOGRAPHIC SURVEY (2017)
TOPOGRAPHIC SURVEY (2016)
OPEN CELL REINFORCED CONCRETE MAT DETAILS
REINFORCED CHANNEL DETAIL
FDOT STANDARD PLANS
CROSS SECTIONS
PLAN AND PROFILE
OVERALL SITE PLAN
CIVIL LEGENDS AND GENERAL NOTES
COVER, LOCATION MAP, INDEX OF DRAWINGS
14 - 15
12 - 13
04 - 11
(727) 464-4407
PROJECT MANAGER
FREDERICK W. ROOSE
engze42 For Information Only
TO WHITEBRIDGE DRIVE
FROM OAK VIEW DRIVE
CHANNEL R DITCH MAINTENANCE
BASIN 6 (SOUTH CREEK)DESIGNED
DRAWN
CHECKED
DATE:
PROJECT NO.
SHEET:
PROJECT: DESCRIPTION: APPROVED BY:
REV. BYREV. NO. DATE DESCRIPTION
DATE
FLA. LIC. NO
OF
PLANNING AND OPS.
WATERSHED
PUBLIC WORKS
CLEARWATER, FL 33765
22211 U.S. HIGHWAY 19 N.,
OCTOBER 2021
F I L E
N A
M E
P L
O T
D A
T E
:1
P L
O T
T I
M E
001922A
C CHILDRESS
R MORRISON
RICHARD THOMAS MORRISON, PE
67713
-S
T -G
-1 .d g n
CIVIL LEGENDS AND
GENERAL NOTES
GENERAL SITE NOTES:
1A
B
SECTION
SCALE
SCALE
DETAIL
SCALE
DRAWING TITLE
B
BB
OR DETAIL IS TAKEN:
ON DRAWING WHERE SECTION
DESIGNATION
DETAIL (NUMERAL)
SECTION (LETTER) OR
ON SAME SHEET)
IF TAKEN AND SHOWN
(REPLACED WITH A LINE
DRAWING NUMBER
IS SHOWN:
ON DRAWING WHERE SECTION
DRAWING NUMBER(S)
WHERE TAKEN
IS SHOWN:
ON DRAWING WHERE DETAIL
WHERE TAKEN
DRAWING NUMBER(S)
REFERENCE (eg: ELEVATIONS)
TITLE IS REQUIRED WITH NO
ON DRAWING WHERE ONLY A
KEYNOTE NUMBER
REVISION / ADDENDA NUMBER
WHERE SHOWN
DRAWING NUMBER
SECTION / DETAIL DESIGNATIONS
3125-165 STANDARD DETAIL
11 11
TO A FIXED LIMIT
SHEET AND CUT EXTENDS
SECTION IS ON THE SAME
SECTION CALLOUT WHERE
THROUGHOUT ENTIRE SHEET
SHEET AND CUT EXTENDS
SECTION IS ON ANOTHER
SECTION CALLOUT WHERE
WITH PROJECT NORTH
MAGNETIC NORTH ALONG
MODIFIED TO INCLUDE
NORTH ARROW; CAN BE
EXCAVATION NOTES:
CIVIL LEGEND
SPOT ELEVATION
CONTOUR LINE
158.5
CENTER LINE, BUILDING, ROAD, ETC.
N 1000.00
E 1000.00
SILT FENCE
STAGING OR WORK AREA LIMITS
LOCATION POINT - COORDINATES
STRUCTURE, BUILDING OR FACILITY
PROPOSED EASEMENT
WETLAND LIMIT
EXISTING EASEMENT
RIGHT-OF-WAY
AREAS OF SOD (ELEVATION VIEW)
EXCAVATION (ELEVATION VIEW)
FILL (ELEVATION VIEW)
VMAX 350® TURF REINFORCEMENT MAT (ELEVATION VIEW)
PROJECT AREA, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
THE CONTRACTOR SHALL REMOVE ALL NON-NATIVE AND EXOTIC PLANTS (BRAZILIAN PEPPER) WITHIN THE 12.
UPON COMPLETION OF PROJECT.
CONTRACTOR RESPONSIBLE FOR REMOVAL AND PROPER DISPOSAL OF EROSION CONTROL DEVICES 11.
ROADWAYS ALONG HAUL ROUTE.
CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ROADWAYS OF ANY SEDIMENT TRACKED ON 10.
REVIEWER MANUAL, LATEST EDITION.
INSPECTORS MANUAL AND STATE OF FLORIDA EROSION AND SEDIMENT CONTROL DESIGNER AND
AND PLANS MUST BE IN ACCORDANCE WITH THE FLORIDA EROSION AND SEDIMENT CONTROL
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. ALL EROSION CONTROL MEASURES
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION 9.
DEVICES DURING CONSTRUCTION. EROSION CONTROL DEVICES SHOWN ARE THE MINIMUM REQUIRED.
CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION CONTROL 8.
SLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS SHOWN.7.
ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS OTHERWISE SHOWN.6.
ACCURACY AS THE ORIGINAL MONUMENT(S) IN A TIMELY MANNER, AND AT THE CONTRACTOR'S EXPENSE.
WHICH ARE DISTURBED OR DESTROYED. PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF
MAINTAIN, RELOCATE, OR REPLACE EXISTING SURVEY MONUMENTS, CONTROL POINTS, AND STAKES 5.
DISTRICT 7 FIELD BOOK NUMBER 002958, AND WORK PROGRAM ITEM SEGMENT NUMBER 429005-1-32-01.
VERTICAL CONTROL LEVEL RUNS FDOT BENCH MARKS "BM 1425R 2011" AND "BM 1402R", FROM FDOT
VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988. POINTS OF REFERENCE FOR THE 4.
AMERICAN DATUM 1983 (ADJUSTMENT OF 2011).
HORIZONTAL DATUM: STATE PLANE COORDINATE SYSTEM FOR WEST ZONE OF FLORIDA, NORTH 3.
GRADE, STRUCTURES, AND SITE FEATURES ARE SHOWN HEAVY-LINED.
EXISTING TOPOGRAPHY, STRUCTURES, AND SITE FEATURES ARE SHOWN LIGHT-LINED. NEW FINISH 2.
ISSUES OR CONFLICTS PRIOR TO BEGINNING CONSTRUCTION.
THESE PLANS. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER OF ANY
COUNTY, SEPTEMBER, 2016 AND JULY 2017. EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN ON
SOURCE OF TOPOGRAPHY SHOWN ON THE CIVIL PLANS ARE BASE MAPS PROVIDED BY PINELLAS 1.
AREA OF RIPRAP DITCH LINING
EROSION AND SEDIMENT CONTROL NOTES:
SOD ALL DISTURBED AREAS. STAKE SOD ON SLOPES STEEPER THAN 3:1.8.
WORK DAY
CONTRACTOR SHALL REMOVE ALL TRACKED OUT SOIL FROM STREET AND CURB AT THE END OF EACH 7.
INSTALL SILT FENCE OR TURBIDITY BARRIER BASED ON STREAM CONDITIONS.6.
DISTURBED AREAS.
SEDIMENT BARRIER (TURBIDITY / SILT FENCE) IS REQUIRED AT IMMEDIATE DOWNSTREAM END OF ALL 5.
BARRIER.
CONTRACTOR SHALL REMOVE SEDIMENT THAT IS ONE OR MORE FEET IN DEPTH AGAINST THE SEDIMENT 4.
DITCH WILL BE DESILTED ONCE UPSTREAM WORK IS COMPLETED.3.
FLORIDA EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEWER MANUAL, LATEST EDITIONS.
FLORIDA STORMWATER EROSION AND SEDIMENT CONTROL INSPECTORS MANUAL, AND STATE OF
MAINTAIN THE SILT FENCE BARRIER TO PREVENT SEDIMENT MIGRATION IN ACCORDANCE WITH THE
CONTRACTOR SHALL ENCLOSE ALL STOCKPILED MATERIAL WITHIN DOUBLE ROW STAKED SILT FENCE AND 2.
BY THE ENGINEER.
CONTRACTOR SHALL REMOVE TURBIDITY BARRIER(S) UPON COMPLETION OF THE PROJECT AS DIRECTED
CONTRACTOR SHALL INSTALL, MAINTAIN AND RELOCATE TURBIDITY BARRIER(S) TO CONTAIN SEDIMENT. 1.
A MALONE
STANDARDS.
EROSION AND SILTATION TO ENSURE THERE ARE NO VIOLATIONS OF STATE OR FEDERAL WATER QUALITY
TURBIDITY CONTROL MEASURES SHALL BE USED THROUGHOUT CONSTRUCTION TO CONTROL EFFECTIVE 3.
WATERS SHALL BE DEPOSITED WITHIN WATERS OF THE STATE
NO WORK SHALL BE CONDUCTED OUTSIDE OF LIMITS OF WORK AND NO MATERIAL REMOVED FROM STATE 2.
STORMWATER CANAL/DITCH.
CONTRACTOR SHALL ABIDE BY THE PERMIT CONDITIONS ISSUED FOR THE PROPOSED WORK WITHIN THE 1.
C. PROTECTION OF STATE WATERS AND WETLANDS
UPLAND AREAS WILL BE STABILIZED BY SOD OR OTHER SUITABLE MATERIAL TO PREVENT EROSION.2.
ENGINEER ALONG SHORELINE AREAS, STAGING AREA, DEWATERING AREA, AND INGRESS/EGRESS AREA.
CONTRACTOR SHALL REPAIR AND RE-ESTABLISH GRADES TO PRE-EXISTING CONDITIONS AS DIRECTED BY 1.
B. RESTORATION OF WORK AREA
SHALL BE THE PROPERTY OF THE CONTRACTOR AND SHOULD BE DISPOSED OF APPROPRIATELY.
SOILS SHALL BE SIDE CAST AND INCORPORATED INTO THE BANKS AS MUCH AS POSSIBLE. THE EXCESS SOIL 5.
SHALL BE PROVIDED TO COUNTY WITHIN FIVE WORKING DAYS OF DISPOSAL.
RULES AS WELL, AT THE SOLE EXPENSE OF THE CONTRACTOR. A COPY OF THE MANIFESTS, IF NECESSARY, MATERIALS/DEBRIS SHALL BE DISPOSED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL
MATERIALS, AS NECESSARY TO MINIMIZE OFFSITE DISCHARGE. ALL AFFECTED SOILS AND OTHER AFFECTED
SHALL BE PROPERLY CONTAINED WITH CONTAINMENT BOOMS AND REMOVED WITH APPROPRIATE ABSORBENT
SOILS SHALL BE PROPERLY REMOVED FROM LIMITS OF CONSTRUCTION. FUEL SPILLS IN PUBLIC WATERWAYS
EQUIPMENT MALFUNCTIONS SHALL BE REPORTED IMMEDIATELY TO THE APPLICABLE AUTHORITY. AFFECTED
SPILLS: ALL SPILLS OR LEAKS OF FUELS, OIL, OR OTHER REPORTABLE LIQUIDS RESULTING FROM HANDLING OR 4.
SOUND MANNER AND IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL RULES.
HAULED TO A LICENSED SOLID WASTE LANDFILL, OR OTHERWISE DISPOSED OF IN AN ENVIRONMENTALLY
WASTE MATERIAL: ALL WASTE MATERIALS ENCOUNTERED DURING SEDIMENT REMOVAL, SHALL BE RECYCLED, 3.
B. AT NO TIME SHALL OVERTOPPING FUEL TANK OR SPILLAGE TO GROUND SURFACE BE ALLOWED.
A. STORE FUEL ACCORDING TO LOCAL, STATE AND FEDERAL LAWS.
FUEL STORAGE AND HANDLING2.
THE CONTRACTOR SHALL DOCUMENT EXISTING CONDITIONS WITH SITE PHOTOGRAPHS.
OPERATIONS WITHIN PINELLAS COUNTY DRAINAGE EASEMENT OR TEMPORARY CONSTRUCTION EASEMENT.
GENERAL: THE CONTRACTOR SHALL CONSTRUCT TEMPORARY ACCESS AS NEEDED FOR CONTRACTOR’S 1.
A. EXCAVATION SUPPORT AREA:
EL = 51.0
BOTTOM
GEOTEXTILE
FOR ANCHOR (TYP)
LEAST 3 BLOCKS
TRENCH IN AT
SEE DETAIL ON SHEET 17.
CONCRETE BLOCK MAT.
OPEN CELL ARTICULATING
A
TYPICAL SECTION
NTS
Draft
W O
O D
TB
W O
O D
W O
O D
U T
IL
IT
S E
M E
N T
P
D R
A
IN
A G
S E
M E
N T
P
10' UTILITY EASEMENT (P)
10' UTILITY EASEMENT (P)
U T
IL
S E
M E
N T
P
10' DRAINAGE EASEMENT (P)
10' UTILITY EASEMENT (P)
P
25' (P)
P
25' (P)
D R
A
IN
A
S E
M E
N T
P
W O
O D
W O
O D
W O
O D
W O
O D
W O
O D
C H
IN
K
W O
O D
W O
O D
W O
O D
SN07_0050
ES-24
SN07_2101
D R
A
IN
A
S E
M E
N T
P
W
T O P
E L E
V
.7
E
T O P
E L E
V .7
P V C
W
T O P
E L E V
.1
E
T O P
E L E
V .1
P V C
W
T O P
E L E
V
.0
S E
T O P
E L E
V .8
P V C
W
T O P
E L E
V
.7
E
T O P
E L E
V .4
P V C
W
T O P
E L E
V
.0
S E
T O P
E L E V .1
P V C
C
P
C L
U S
T E
R
B A
M B
O
A D
W A
L L
N C
R
IP
R A
P
RIPRA
P
RIPRA
P
2" PVC
SIDEWALK
EP
EP
EP
EP
CL ASPH.
CL A
SPH.
TS
CL DITCH
GB
TS
GB
GB
C L
D
ITC
H
TS
TS
T S
GB
T S
G B
C H
G B
G B
G B
T S
TS
T S
C H
C H
G B
T S
T S
G B
C H
G B
T S
G B
G B
G B
G B
GB
GB
T S
CL D
ITCH
T S
GB
GB
GB
TB
T B
TB
TB
RIPRA
P
S
ID
E W
A L
K
EP
E P
S
ID
E W
A L
K
EP
E P
P H
R
IP
R A
P
CL ASPH.
TS
TS
CL DITCH
GB
TB
TB CL DI
TCH
TS
GB
TS
GB
TS
GB
TB
TB
TS
GB
GB
TB
TB
RIPRAP
GB
GB
GB
RIPRAP
SLAB
CONC.
TS
C H
TS
GB
TB
TB
GB
GB
GB
GB
TS
TS
GB
GB
TB
TB
GB
TB
GB
TB
GB
TS
RIPRAP(ES-18)
GB
TB
TB
TS
GB
GB
GB
TS
TS
WOOD WALL
TB
WOOD DECK
SHED
WOOD
4' PLASTIC
6' WOOD
6' PVC
4' CHAIN LINK
8" CONC. WALL
6' WOOD
8" CONC. WALL
P V C
C H
K
C H
A
IN
L
IN
K
4' WIRE
6'
WOOD
4' CHAIN LINK
C L
U S
T E
R
B A
M B
POOL DECK
RESIDENCE
CONC. & BLOCK
1 STORY
G B
G B
T S
RIPRAP
R O
O M
S C
R E
E N
6' WOOD
ES-13
ES-15
TB
T B
G B
T B
T B
T B
T B
T B
T B
T B
T B
TB
TB
T B
TB
W
T O P
E L E
V
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E
T O P
E L E
V .6
P V C
W
T O P
E L E
V
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N E
T O P
E L E
V .2
P V C
W
T O P
E L E
V
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S E
T O P
E L E
V .9
P V C
P
V C
S
P x
E R
C P
E S S
N 5B
LO
W O
FF
FO
R R
EC
LA
IM
S
E S
R C P P
N
R C P P
N
P N
7 PN07_0093
ERCP/PN07_0090
14"x23"
P
V C
6" P
VC
P
V C
SN
O 7_
P N
ES-14/SN07_0064
TO
ES-19/SN07_2202
TO
PN07_0050
4'x6' BOXC
M A
T E
R
IA
P E
P
IP
A N
G
EXPOSED PIPE
4" STEEL
13+00
14+00 15+00
16+00 17+00
18+00
P C
.0
PT:
11+
.32
PC:
+10 .66
P T
.1
P C
.2
PT: 18+64.45
PC: 23+92.07
P T
.3
P C
.6
PT: 26+30.44
200+00 201+00
202+00 203+00
204+00 205+00 205+71
E A
F
C
W E
C
15'
'5
UTILITY EASEMENT (P)
DRAINAGE AND
TRACT 1
R
W
(P
50' R/W (P)
TRACT 2
DRAINAGE AND CONSERVATION
EASEMENT
PB 112 PG 63
OR 5002 PG 999
UTILITY EASEMENT PER
RETENTION AREA
RECREATION AREA (P)
TRACT 3
15'
DRAINAGE & CONSERVATION
EASEMENT (P)
' UTILITY EASEMENT (P)
CONSERVATION EASEMENT (P)
CONSERVATION EASEMENT (P)
DRAINAGE AND
TRACT 4
CONSERVATION EASEMENT (P)
DRAINAGE AND
TRACT 4
QUEEN ANNE GATE
PB 112 PG 62
QUEEN ANNE GATE
PB 112 PG 62
SLAB
W/3' ALUMINUM
HAND RAIL
E P
E P
E P
E P
B C
S W
LK
B C
B C
B C
BRUSH
BRUSH
BRUSH
WALL
0.85' CONC
W/2'x2' COLUMNS
POST
6"x7" WOOD
W/CHAIN AS GATE
WALL
DECORATIVE BLOCK
TB
TB
TB
T B
T B
TS
TS
T S
TS
T B
TS
TB
TB
TB
TB
TB
TS
TS
TS
TS
TB
TB
TWIN 6"&16"
TWIN 9"&15"
SPLWY
CONC
TREE LINE
TREE LINE
T R
E
TB
TB
TB
TS
TS
TS
TB
TB
TS
TS
Q U
E
T E
P B
P
T R
E
T
BT
B
T B
T B
T B
T B
T B
T S
T S
T S
T S
T S
T S
Q U
E
T E
P B
C O
N S
E R
V A
T
IO
S E
M E
N T
P
EASEMENT (P)
UTILITY
E A
S E
M E
N T
P
D R
A
IN
A
N S
E R
V A
T
E A
S E
M E
N T
P
C O
N S
E R
V A
T
HED
6' TALL BUSHES
8"x8" CONC
# B64796
LIGHTPOLE
UP NO#
OH
O H
OH
UP# C4 49
EASEMENT (P)
UTILITY
T B
TB
TS
TS
T S
15'
EAST/WEST C/L OF SEC 6-28-16
E A
S E
M E
N T
P
D R
A
IN
A
U
IL
EASEMENT (P)
DRAINAGE & UTILITY
E A
S E
M E
N T
P
D R
A
IN
A
IL
S E
M E
N T
P
D R
A
IN
A
IL
PB 80 PG 7
HIGHLAND LAKES UNIT TEN
PB 80 PG 7
HIGHLAND LAKES UNIT TEN
(COMMON AREA) (P)
RECREATION AREA
OR 7504 PG 942
RETENTION EASEMENT (P)
CONSERVATION EASEMENT (P)
P B
S O
M E
R S
W N
S
GRAIL
HANDRAIL
CONC W/3.5'
HW
CONC
SPLWY
TS
TB
TB
TB
TS
TS
TB
TB
ASPH
SPLWY
D W
C
TREE LINE
TREE LINE
T R
E
G R
A
IL
D W
C D W
C
D W
C
D W
C
ALUMINUM
3' WROUGHT
FEN
6' CHAIN LINK
FEN
T B
T B
T
ST
S
SWLK
EP
BC
BC
C O
N
O K
A
N D
O M
IN
IU
M
O R
A N
IL
L A
S
C O
N
O K
A
N D
O M
IN
IU
M
O R
A N
L A
S
C O
N
O K
A
N D
O M
IN
IU
M
O R
A N
L A
S
C O
N
O K
A
N D
O M
IN
IU
M
O R
A N
L A
S
P H
A
H
A S
E
II
I
P H
A S
E
II
I
P H
A S
E
II
P G
O R
C O
N C
CONCHW
TB
TS
TB
TS
CONC
HW
ONLY (P)
EASEMENT
DRAINAGE
Q U E
N E
B
LV
D
(P
R O
Y
V D
P
LOMOND DRIVE (P)
4/12/17 @ 9:30 AM
WATER EL = 51.05 ON
NOTES.
SEE NOTE #9 IN SURVEYOR'S
NOTE: SURFACE WATER LIMITS NOTES.
SEE NOTE #9 IN SURVEYOR'S
NOTE: SEASONAL HIGH WATER LINE
NOTES.
SEE NOTE #9 IN SURVEYOR'S
NOTE: SURFACE WATER LIMITS
T E
T E
R V
E Y
O
'S
T
R F
A
T
IM
T E
T E
R V
E Y
O
T
A S
O N
IG
T
E
7' TALL BUSHES
HED
T E
T E
R V
E Y
O
T
A S
O N
T
T E
T E
R V
E Y
O
T
R F
A
T
T E
T E
R V
E Y
O
T
R F
A
T
IT
S
POSSIBLE INACTIVE
TERMINUS OF 6" PVC
UNABLE TO LOCATE
WHITEBRIDGE DRIVE (P)
ROYAL BLVD (P)
22.5'
EASEMENT (P)
DRAINAGE
E A
S E
M E
N T
P
D R
A
IN
A
IL
22.5'
DRAINAGE
PB 80 PG 7
RETENTION AREA
PINELLAS COUNTY
OR 4255 PG 1319
PINELLAS COUNTY
OR 4255 PG 1319
C O
N
O K
H L
A
K
N D
O M
IN
IU
M
IV
C O
N
O K
H L
A
K
N D
O M
IN
IU
O
N
O K
H L
A
K
N D
O M
IN
IU
M
I
C O
N
O K
H L
A
K
N D
O M
IN
IU
M
II
I
R E
C R
E A
T
E A
R E
C R
E A
T
E A
EASEMENT INGRESS/EGRESS (P)
EA
SEM
EN
T (P
E A
S E
M E
N T
P
S R L
3' UTILITY EASEMENT (P)
3' UTILITY EASEMENT (P)
3+00
E A
S E
M E
N T
P
5' UTILITY EASEMENT (P)
5' UTILITY EASEMENT (P)
12"
H
IG
H L
A
K
.B .7
.7
H
IG
H L
A
K
.8
.8
5' UTILITY EASEMENT (P)
5' UTILITY EASEMENT (P)
5' UTILITY EASEMENT (P)
5' UTILITY EASEMENT (P)
E A
S E
M E
N T
P
E A
S E
M E
N T
P
3' UTILITY EASEMENT (P)
3' UTILITY EASEMENT (P)
3' UTILITY EASEMENT (P)
3' UTILITY EASEMENT (P)
L O
M O
IV
E
P
S U
T H
E R
L A
U R
T
P
N O
ID
P U L L
B
O X
W
IR
E
U T
IL
S E
M E
N T
P
R U
S
IC
.3
C Y
P R
E
E
.8
U T
IL
IT
Y
E A S E
M E N T
(P
U T
IL
IT
Y
E A S E
M E N T
(P
E A
S E
M E
N T
P
U T
IL
IT
Y
E
A S
E M
E N
T
P
5' MAINTENANCE EASEMENT (P)
5' MAINTENANCE EASEMENT (P)
B R
O O
K W
O
N E
P
C Y
P R
E
E
IV
E
7+00
E S
25' (P)
D R
A
IN
A
S E
M E
N T
P
24" RCP
P
P
ES-
E S
ES-
ES-11
ES-14
ES-12
ES-20
ES-16
ES-21
N
ATU
RAL AREA (P)
OAK CREEK LANE (P)
10' UTILITY EASEMENT (P)
S A
N
IT
A
S E
M E
N T
P
D R
A
IN
A
S E
M E
N T
P
D R
A
IN
A
S E
M E
N T
P
10' UTILITY EASEMENT (P)
U T
IL
S E
M E
N T
P
10' UTILITY EASEMENT (P)
R U
S
.3
185 183
181 180
182 179 177
5955 58
57 6160
CYPRESS GREEN P.B.82 PG.85
RUSTIC OAKS P.B.87 PG.5
CYPRESS GREEN P.B.82 PG.85
CYPRESS GREEN P.B.82 PG.85
5' E
ASEMENT
(P
M A
IN
T E
N A
N
S E
M E
N T
P
M A
IN
T E
N A
N
S E
M E
N T
P
M A
IN
T E
N A
N
S E
M E
N T
P
M A
IN
T E
N A
N
S E
M E
N T
P
M A
IN
T E
N A
N
S E
M E
N T
P
M A
IN
T E
N A
N
S E
M E
N T
P
M A
IN
T E
N A
N
S E
M E
N T
P
M A
IN
T E
N A
N
S E
M E
N T
P
M A
IN
T E
N A
N
S E
M E
N T
P
M A
IN
T E
N A
N
S E
M E
N T
P
10' UTILITY EASEMENT (P)
10' UTILITY EASEMENT (P)
M A
IN
T E
N A
N
S E
M E
N T
P
U T
IL
S E
M E
N T
P
U T
IL
S E
M E
N T
P
5' EASEMENT (P)
CYPRESS GREEN DRIVE (P)
CYPRESS GREEN DRIVE (P)
C Y P
R E
E
IV
E
CYPRESS GREEN DRIVE (P)
O A K
C R
EEK
LA
N E (P
G R
E E
N F
IE
IV
E
P
OAK VIEW DRIVE (P)
O
E
N E
P
OAK VIEW DRIVE (P)
28+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
E S
ES-17
P
" R
CP
W/ S
LEEVE
ES-
E S
6' WIRE FENCE
SRL1
P
P
25' (P)
20' (P)
CO
M
M O
N
AREA TRACT 3 (P)
10' ESMT. (P)
85.00' (P)
120.00' (P)
0.0
0' (P)
72' (P)
70' (P)
R U S
K S
S E C
O
D
IT
IO
N
P .B .8
P G
P
COMMON AREA TRACT 2 (P)
7.5' (P)
7.5' (P)
10' DRAINAGE EASEMENT (P)
COMMON AREA TRACT 2 (P)
7.5' (P)
7.5' (P)
4" PVC
W O
O D
W O
O D
W
IN
V
E L E
V
.9
E
IN
V
E L E
V .7
P V C
P V C
IN
V
.9
ES-19
FENCE
6' WIRE
35'(P)
8"
18"
7 3
18"
30"
15"
15"
24' PVC
24' PVC
RCP
RCP
P
18"
10"
2- 11"
20"
8 3
12" 15"
8"
24"
10"
10"
15"
15"
15"
24"
12"
15"
8"
15"
20"
6"
10"
10"
10"
P
9 3
8"10"
10"
26"
2- 18"
8"
3947 3943
12"
10"
2- 16"
8"
15"
W
E
V
.2
E
E
V
.0
C
37443747
12"
7"
12"
C L
D
IT
C H
8"
12"
6"
6"
6"
10"
8"
8"
6"
12"
13"
P
IN
V
.8
E
V
.2
E
V
.1
C
P
IN
V
.0
6"
6"
6"
PLASTIC
30" CORR.
12"
O
IE
IV
E
CL DITCH
P H
E P
E P
P H
E P
E P
T B
T S
T
BT
S
T B
T B
T S
T B
T B
T B
T B
T S
T S
T S
12"
R R
P L
A S
T
IC
IN
V
.0
6"
18"
6"
SHED
WOOD
15"
15"
6"
6"
6"
15"
6"
12"
20"
16"
2-4"
8"
7"
8"
8"
15"
10"
43 43
43 43
43 43
6"
15"
10"
5"
12"
6"
8"
6"
15"
12"
13"
10"
15"
18"
6"
C O
N N
E C
N
O W
N
E
E V
E
IN
V
.1
12"
18"
6"
15"
6"
E
V
.6
E
V
.4
C
SW
TO
P ELEV.=
36.55'
N
E TO
P ELEV.=
36.57''
2" PVC
W
ETLAN
D
6"
10"
12"
12"
GB
8"&12"
10"
15"
6"
12"
2- 6"
12"
15"
15"
2- 8"
12"
12"
10"
15"
D
12"
P
24" RCP
10"
8"
2-15"
15"
6"
4-3"
10"
15"
10"
4"
10"
12"
8" 16"
N °3
'4
W
.3
10"
6"
P
6"
6"
6"
6"
6"
TS
6" HOLLY
6"
D
10&15"
2-10"
D
10"
STOP AHEAD
10"
10"
2-6"
12"
6"
E
V
.9
E
V
.3
C
20"
D R
A
IN
A
IL
S E
M E
N T
P
25' DRAINAGE & UTILITY EASEMENT (P)
20' DRAINAGE &
20' DRAINAGE & UTILITY EASEMENT (P)
D R
A
IN
A
T U
R
S E
M E
N T
P
D R
A
IN
A
IL
IT
Y E
A S
E M
E N
T
P
D R
A
IN
A
S
E M
E N
T
P
5' EASEM
ENT (P)
E L E
V
.9
R C P
3'
UTIL
ITY
EASEMENT
(P
3'
UTIL
ITY
EASEMENT
(P
U T
IL
S E
M E
N T
P
R U
TIC
K S
P .B .8
P G .1
RUSTIC OAKS P.B.87 PG.5
.00
P)
10"
SIDEWALK
6' PVC
' W
O O
D
CLUSTER
BANANA
RAI
LGUARD
46 46
46 46
12"
3-12"
24&8"
10"
20"
18"
20"
18"
ELEV.=
39.22'
18" RCP IN
V.
E
V
.7
E
V
.2
C
12"
12"
20"
15"
6"
E
V
.8
E
V
.1
C
4' HOG WIRE
6"6"
15"
E
V
.8
E
V
.9
C
6"
8"
8"
6"
35'(P)
7 47
47 47
16"
2-6"
6"
6"
D
D
D
2-8"
15"
15"
20"
18"
6"
BANANA CLUSTERS
10"
30"
8 4
12"
6"
3-10"
T S
T S
T S
T S
T S
T S
T S
40"
D
6"
D
24"
DRAINAGE & UTILITY EASEMENT (P)
DRAINAGE & UTILITY EASEMENT (P)
8"
30"
10"
20"
E V
.1
N E R
A T
IO
N
IN
E T
O F
P
IP
E
N E X T
P V C
.4
L
IN
E A
R
2-6"
6"
D
6"
13"
D
V E R
IZ
O N
B
O X
E S
C H
H E
A D
W A L L
C O
N C
H E
A D
W A L L
C O
N C
E S
C H
B L O
L L
L L
R A
IL
R
O A
D
C H
B L O
L L
C L
D
IT
C H
S R
L
S R
L
C H
T S
C H
0 5
E
V
.6
E
V
.7
C
30"
30"
2-12"
T B
6"
20"
12"
E
V
.3
E
V
.2
R R
U G
A T
A S
30"
G B
G B
G B
G B
G B
G B
G B
G B
G B
G B
G B
G B
GB
GB
GB
GB
GB GB
GB
CL DITCH
GB
TS
TB
GB
TS
TB
CL D
ITCH
GB
TS
CL D
ITCH
GB
GB
T S
CL DITCH
TS
GB GB
GB
TB
TS
T B
T B
G B
G B
TS
T B
TS
TB
G B
TS
TB
G B
TS
20"
U N
K
6"
12"
12"
6"
10"
8"
30"
24"
15"
30"
12"
12"
E
V
.1
E
V
.6
R R
U G
A T
A S
10"
8"
15"
10"
2 5
6"
ES-17
ES-23
E S
S N
E S
S N
E S
SN07_0094
ES-07/
ES-09
SN07_0091
ES-08/
ES-10
ES-11
ES-12
ES-13
SN07_0067
ES-15
ES-14
ES-21
ES-20
ES-22
ES-16/SN07_2206
PN07_2205
SN07_2204
ES-18
PN07_2203
12"
W
T O P
E L E
V
.6
S E
T O P
E L E
V .5
P V C
6"
6"
20"
28"
15"
E
V
.1
E
V
.4
C
30"
6"
17"
15"
10" TREE
11" 11"
S W
T O P
E L E
V
.5
N E
T O P
E L E V .9
P V C
IR
R
IG
A T
IO
N
24" PVC INV. ELEV.=53.19'
12"
20"
12"
13"
CHERRY
8"
6"
27" TREE
15"
P
V C
6"
12"
4 5
R
C P
6"
P
V C
17"
6' PVC
13"
16" CEDAR
8"
D R
A
IN
A
IL
IT
Y
E A S E
M E N T
D R
A
IN
A
IL
S E
M E
N T
P
42"
12"
8"
20" TREE
15"
24"
13"
10"
6"PVC
18"
8"
18" TREE
8"
UTILITY EASEMENT (P)
6" TREE
6"
8"
14"
16" CEDAR
15"
13"
14"
12"
16"
8"
6"
18"RCP
16"
12"
8"
6"
6"
D
7"
15"
D
D
12"
11" TREE
6"PVC
BUSH
6"
D
4" TREE
16"
7"
24" TREE
6"
D
14" TREE
9"
BUSH
UNK
7" TREE
7" CAMPHOR
20"
6" TREE
22" TREE
6"
4"ADS
15" TREE
4"ADS
15" 6"
12"
TREE CLUSTER
MAPLE CLUSTER
6"
18"
6"
16"
15"
4"ADS
8"
20"
15"
PALM C
16"
8"
6"
8"
13"
13"
24"
12"
20"
D
30"
7"
12"
13"
12"
D
8"
18" 15"
18"
TREE CLUSTER
12"
15"
20"
8"
18"
40"
16"
30"
18"
34" CAMPHOR
6"
30"
15"
30"
5"
36"
PALM C
18"
16"
18"
24"
5"
30"14" MAPLE
15"
17"
4"
24"
25"
18"
18"
8" HOLLY
10"
7"
10"
20"
14" TREE
20"
18"
6"
18"
30"
12"
20"
24"
8"
20"
10"
8"
18"
20"
12"
15"
18"
14"
28"
12"
10" MAPLE
36"
TREE CLUSTER
42"
D
24" CAMPHOR
20"
BUSH
BUSH
24" CAMPHOR
BUSH
BUSH
BUSH
20"
BUSH
10" TREE
AREA
AREA
RETENTION
AREA
TRACT
REC
REC
EASEMENT
T R
A C
T
POND
INGRESS
EGRESS
RET
CONSERVATION
EASEMENT
DRAINAGE
TRACT5
AREA
DRNG
ESMT
N A
T U
R A
L
NATURAL
DRAINAGE
TR
D R
N G
RET
REC
AREA
ESMT
DRNG
E A
S E
M E
N T
HIGHLAND
LAKES
EASEMENT
D R
A
IN
A G
E
E A
S E
M E
N T
C O
N S
E R
V A
T
IO
N
69-C
TRACT
"C"
DRAINAGE
EASEMENT
AREA
E S
M T
EASEMENT
IV
35 34
I
V
PHASE
33 35
75 2
111 80
PHASE
PHASE
I
193111
II
118 119
TRACT
PHASE
(94)
PHASE
III
IV
PHASE
44 20
169 118
II
V
PHASE
(153)
III
17-A
PHASE
73 69
IV
PHASE
PHASE
PHASE
III
PHASE
32C
PHASE
PHASE
1 Ac(c)1.8 Ac(c)
1.92 Ac(c)
1 Ac(c)
1.17 Ac(c)15.59 Ac(c)
6.59 Ac(c)
5 7
D R
R U
S T
IC
O A
K S
D R
IV
E
TREE
W E
S T
L A
K E
ROYAL
QUEEN
OAKS DRIVE
PADDOCK DRIVE
104(S)
92(S)
120(S
D U
N D
E E
0 5
D R
IV
E
PHLOX HIBISCUS
(S)
95(S)
50 50
B L
V D
TERRACE
0 CURLING
G L E
N F
IE
L D
D R
DRIVE
C L
IF
F
B R
IA
R
D R
DUNDEE DR
ROAD)
D R
IV
E
D R
IV
E
A N
N E
CT
D R
IV
E
Q U
E E
N
D R
IV
E
B L V
D
M A C
G R
EG
O R
V
IE
W
HIGHLANDS
91(S)
T E
R R
A C
E
BRAEMAR
M C
M A
T H
GLEN
D R
HAVEN
H
IG
H L
A N
D S
G R
E E
N F
IE
L D
C T
H U
N T
IN
G T
O N
G L E
N G
A R
R Y
K E
N M
O R
E
MCMATH
B R
O O
K
O A
K
O A
K
C R
E E
K S
ID
E
L A
N E
ANNE
ROAD)
BACKUS ROAD
O A
K
C T
(SUTTON
L A
N E
A N
N E
D R
IV
E
T R
A
IL
W O
O D
T A
R N
S
OAK
TREE
CT
TRAIL
WOOD
C T
C T
B R
A E
D R
IV
E
LANE
RUSTIC
T A
V
IS
H M
C
D R
IV
E
W H
IT
E B
R
ID
G E
W A
Y
SHERBROOKE
L A
N E
B U
C K
IN
G H
A M
(SUTTON
H
IB
IS
C U
S
D R
IV
E
D R
IV
E
A Y R
G R
E N
O B
L E
DRIV
E
LOMOND
D R
DRIVE
T E
R R
A C
E
D R
IV
E
Q U
E E
N
D U
N D
E E
11/03 11/0111/07
32/09
32/05
32/10
42/02
32/03
32/063
32/062
32/061
42/01
11/061
33/02
32/071
32/064
32/01
32/11
38893
20207
38892
38886
38892
38885
94161
77644
58215
58214
38888
38901
56562
64646
58214
38910
77642
83909
77640
38900
73377
38883
38911
38881
38882
38887
E A S E
M E
N T
P
D R
A
IN
A
IL
A S E
M E N T (P
E A S E
M E N T (P
BUSH
30"
34"
48" 32"
RIPRAP
R
IP
R A
P
R
IP
R A
P
H E
A D
W A
L L
C O
N C
R
IP
R A
P
R
IP
R A
P
R
IP
R A
P
P V
C
50' (P)
50'(P)
5' EASEMENT (P)
E A
S E
M E
N T
P
5' EASEMENT (P)
E A
S E
M E
N T
P
E A
S E
M E
N T
P
25'(P)
18" RCP INV. ELEV=41.97'
VERIZON BOX
6' WOOD
ARROW
DIRECTIONAL
VERIZON BOX
ARROW
DIRECTIONAL
6' WOOD
S TOP ELEV.=45.97'
N TOP ELEV.=46.60'
4" PVC
S TOP ELEV.=43.39'
N TOP ELEV.=46.62'
6" PLASTIC
S TOP ELEV.=46.05'
N TOP ELEV.=47.02'
4" PVC
S TOP ELEV.=47.29'
N TOP ELEV.=47.87'
4" PVC
B L O
L L
R C P
S
ID
E W
A
LK
T S T S
T S
T S
ELEV.=44.45'
24" RCP INV.
TO WHITEBRIDGE DRIVE
FROM OAK VIEW DRIVE
CHANNEL R DITCH MAINTENANCE
BASIN 6 (SOUTH CREEK)DESIGNED
DRAWN
CHECKED
DATE:
PROJECT NO.
SHEET:
PROJECT: DESCRIPTION: APPROVED BY:
REV. BYREV. NO. DATE DESCRIPTION
DATE
FLA. LIC. NO
OF
PLANNING AND OPS.
WATERSHED
PUBLIC WORKS
CLEARWATER, FL 33765
22211 U.S. HIGHWAY 19 N.,
OCTOBER 2021
S R L
SRL1
SRL1
S R
L
S R
L
S R
L
SRL2
P
P
P
C
C
C C
P
C
F I L E
N A
M E
P L
O T
D A
T E
:5
:1
P L
O T
T I
M E
RICHARD THOMAS MORRISON, PE
67713
OVERALL
-S
T -C -2
.d
SITE PLAN
Feet
4002000 100
2 3
9 10 11
12 13 14 15 16
21 50
33 34
64 65
67 68 69 70 71 72 73 74 75 76 77
41 42 43 44 45 46 47 48 49
OWNER NAMETAX PARCEL ID
06-28-16-64646-0XX-00XX
ADJACENT PARCEL INFORMATION
06-28-16-00000-140-0100
06-28-16-38886-051-0040
06-28-16-38886-051-0030
06-28-16-38886-051-0020
06-28-16-38886-051-0010
06-28-16-38887-052-0040
06-28-16-38887-052-0030
06-28-16-38887-052-0020
06-28-16-38887-052-0010
MC CARTHY, DOLORES E
SMITH, JOSEPH & PAULA M
VAUGHN, ROBERT C
BORESKI, VICTORIA
06-28-16-73377-000-0240 EVERS, CHARLES & DIANE
06-28-16-73377-000-0250 PICTOR, ROBERT R
06-28-16-73377-000-0004
06-28-16-83909-000-0001
06-28-16-38900-000-0100 EVANS, M J & BRIAN
06-28-16-38900-000-0090
06-28-16-38900-000-0080 GENTILE LIVING TRUST
06-28-16-38900-000-0070
06-28-16-38900-000-0060 ANDERSON, VALERIE E
06-28-16-38900-000-0050 R S SCHWARTZ CO LLC
06-28-16-38900-000-0040
06-28-16-38900-000-0030
EAGLESON, GARY HAROLD
KINNETT, BARBARA ANN
LIVING TRUST
LUTHE, WILLIAM L & BARBARA L
06-28-16-38900-000-0020
17 ERB, CRAIG H & LINDA C
06-28-16-38900-000-001018
06-28-16-38900-000-0680
LEE, JACQUELINE M
NORRIS, SANDRA K
06-28-16-38900-000-0670
06-28-16-38900-000-0660
06-28-16-38900-000-0650
06-28-16-38900-000-0640
05-28-16-77642-000-1270
05-28-16-77642-000-1280
05-28-16-77642-000-1290
05-28-16-77642-000-1390
05-28-16-77642-000-0710
05-28-16-77642-000-0700
05-28-16-77644-000-1410
05-28-16-77644-000-1400
05-28-16-20207-000-0960
05-28-16-77644-000-1850
05-28-16-77644-000-1840
05-28-16-77644-000-1830
06-28-16-73377-000-000319
HALL, MARILENA
IANNONE, ARMAND A & CLAIRE
LANDIS, PATRICIA A
BAIN, ROBERT W LINDA L
GRECO, JAMES R
EVANS, LINCOLN & VALERIE
FOX, MICHAEL R
KOSTER, ANDREW ADAM
FISH, RYAN M & CHRISTINE
KENNEY, PETER D & NANCY
06-28-16-73377-000-0002
WILLIAM H & JILL P
VANDENBOOGAART,
HMOWNS ASSN
CYPRESS GREEN
& SHARON M
PIKULINSKI, JOHN T
& DEBORAH D
KUNZE, TIMOTHY P
& CATHERINE
STARKEY, CLIFFORD A
STISSER, KENDRA L
RIGGS, KAREN L &
HMOWN ASSN INC
QUEEN ANNE GATE
HMOWN ASSN INC
QUEEN ANNE GATE
& SANDRA S
LEMASTER, RALPH E
& GORDANA D
HORVAT, MARTIN
HMOWNS ASSN INC
SOMERSET DOWNS
HMOWN ASSN INC
QUEEN ANNE GATE
CONDO (34 OWNERS)
ORANGE TREE VILLAS
WAGNER, KATHLEEN A
AHN, EVELYN R
EICHOLZ, JAMES D & PAMELA S
REV LIV TRUST
VLCEK, RAYMOND V
CONDO I ASSN
HIGHLAND LAKES 05-28-16-77644-000-1820
05-28-16-77644-000-1810
05-28-16-77644-000-1800
05-28-16-77644-000-1790
05-28-16-77644-000-1780
NASSO, HEPSIBETH
BLACKWELL, ETHEL D
& LINDA J
HITZEGRAD, WALTER G
& ROXANNE L
SOUDER, RICHARD B
& SHARON R
CRAWFORD, THEODORE S
05-28-16-77644-000-1770 BROWN, TINA
05-28-16-38893-000-1600
05-28-16-38893-000-1590
05-28-16-38893-000-1580
05-28-16-38893-000-1570
05-28-16-38893-000-1560
05-28-16-20207-000-0360
05-28-16-20207-000-0370
05-28-16-20207-000-0380
FLYNN, SARAH
05-28-16-20207-000-0390
05-28-16-20207-000-0400
05-28-16-20207-000-0410
05-28-16-20207-000-0420
05-28-16-20207-000-0430
05-28-16-20207-000-0440
05-28-16-20207-000-0490
05-28-16-20207-000-0500
05-28-16-20207-000-0510
05-28-16-20207-000-0520
05-28-16-20207-000-0530
05-28-16-20207-000-0540
05-28-16-20207-000-0550
05-28-16-20207-000-0560
05-28-16-20207-000-0570
05-28-16-20207-000-0580
05-28-16-20207-000-0590
05-28-16-20207-000-0600
05-28-16-20207-000-0610
05-28-16-20207-000-0620
05-28-16-38906-000-1530
77 PALMER, JOHN & VALERIE
MC CLUNG, KELLY & MARIE
FERNANDEZ, AGNES DOUGLAS
CHAPPELL, JOYCE MAE
FITTS, JOHN C & PATRICIA K
LAVENDER, PATRICIA
GRAHAM, CHRISTOPHER J
E A A L REV LIV TRUST
CYPRESS LALND TRUST
C G LAND TRUST
POLGREEN LAND TRUST
O'SULLIVAN, D SHEA
JONES, JERRILYN A
SEEBER, BEVERLY
OBAL, DOROTHY
RYAN, MARY C TRE
HIGHLAND LAKES INC
HMOWNS ASSN
DRIVE LAND TRUST
3190 CYPRESS GREEN
& MAHBOOBEH
AZARDOUST, ANOUSH
& MAUREEN
GREENWALD, LAURENCE A
& KALDAS, AREEN
SHENOUDA, MAGDY
REV LIVING TRUST
LARSON FAMIL
& LOUELLA C
MULLIGAN, FRANK L
& DONALD
LUDINGTON, PATRICIA
REYNOSA, RYAN
DILLEY, AMANDA L &
SPAHO, TATJANA
JAZXHI, PERPARIM &
DALLAS, NORMAN W
DALTON, MARY M &
JUNE L REV TRUST
NAVICKAS, ALBEN C &
TAX PARCEL ID OWNER NAME
WHITEBRIDGE DR
Q U
E E
N A
N N
E D
R
H
IG
H
LA
N D S B
LV
D
L A
K E D
R
S H
E E
T
SHEET 06
S H
E E
T
S H
E E
T
S H
E E
T
S H
E E
T
S H
E E
T
SHEET 10 SHEET 11
LOCATION LOCATION
OAK VIEW DR
05-28-16-77642-000-1300 MATALUNI, MICHAEL J
05-28-16-77642-000-1340 BILLIPS, WILLIAM M
05-28-16-77642-000-1350 FISHER, CHRISTOPHER A
05-28-16-77642-000-1360 HERNANDEZ, ADOLFO
05-28-16-77642-000-1370 GRESS, GARY E
05-28-16-77642-000-1380 HIRSCH, BRIAN M
ADDRESS
WHITEBRIDGE DR
2726 WHITEBRIDGE DR #D
2726 WHITEBRIDGE DR #C
2726 WHITEBRIDGE DR #B
2726 WHITEBRIDGE DR #A
2730 WHITEBRIDGE DR #D
2730 WHITEBRIDGE DR #C
2730 WHITEBRIDGE DR #B
2730 WHITEBRIDGE DR #A
ORANGETREE CIR
1197 ROYAL BLVD
1196 ROYAL BLVD
ROYAL BLVD
WEST LAKE DR
2791 LOMOND DR
2797 LOMOND DR
2803 LOMOND DR
2809 LOMOND DR
2815 LOMOND DR
2821 LOMOND DR
2827 LOMOND DR
2833 LOMOND DR
2839 LOMOND DR
2845 LOMOND DR
1020 ROYAL BLVD
ROYAL BLVD
2851 LOMOND DR
2857 LOMOND DR
2863 LOMOND DR
2869 LOMOND DR
2875 LOMOND DR
2885 BROOKWOOD LN
2891 BROOKWOOD LN
2897 BROOKWOOD LN
2896 BROOKWOOD LN
2849 OAK CREEK LN
2857 OAK CREEK LN
2865 OAK CREEK LN
2873 OAK CREEK LN
2889 OAK CREEK LN
2897 OAK CREEK LN
827 CREEKSIDE LN
813 CREEKSIDE LN
512 OAK CREEK LN
534 OAK CREEK LN
OAK CREEK LN
3041 OAK VIEW DR
3063 OAK VIEW DR
3081 OAK VIEW DR
ADDRESS
3099 OAK VIEW DR
3117 OAK VIEW DR
3135 OAK VIEW DR
3153 OAK VIEW DR
3171 OAK VIEW DR
3193 OAK VIEW DR
2948 SUTHERLAND CT
2950 SUTHERLAND CT
2952 SUTHERLAND CT
2954 SUTHERLAND CT
2956 SUTHERLAND CT
2909 GLEN HAVEN DR
2902 CYPRESS GREEN DR
2914 CYPRESS GREEN DR
2926 CYPRESS GREEN DR
2938 CYPRESS GREEN DR
2950 CYPRESS GREEN DR
2962 CYPRESS GREEN DR
2974 CYPRESS GREEN DR
2986 CYPRESS GREEN DR
3018 CYPRESS GREEN DR
3024 CYPRESS GREEN DR
3030 CYPRESS GREEN DR
3036 CYPRESS GREEN DR
3042 CYPRESS GREEN DR
3048 CYPRESS GREEN DR
3154 CYPRESS GREEN DR
3160 CYPRESS GREEN DR
3166 CYPRESS GREEN DR
3172 CYPRESS GREEN DR
3178 CYPRESS GREEN DR
3184 CYPRESS GREEN DR
3190 CYPRESS GREEN DR
3196 CYPRESS GREEN DR
HIGHLANDS BLVD
A MALONE
S N
E S
S N
P N
'x
B O
X C
E X
P O
S
IP
E
E
P C
.0
P T
.3
P C
.6
P T
.4
T W
IN
T W
IN
TB
TB
TB
TS
TS
QUEEN ANNE GATE
CONSERVATION EASEMENT (P)
EASEMENT (P)
CONSERVATION
H E
D
T A
S H
E S x
N
H T P
O
O H
O H
TB
T B
T S
T S
TS
G R
A
IL
H A
N D
R
.5
N C
S P
L W
Y
T S
T B
T B
T S
T S
T B
T B
A S
P H
S P
L W
Y
DWC
GRAIL
DWC
DWC
DWC
DWC
C H
K F
TS
TS
S W
L
KE
P
B C
B C
CONDO BOOK 45 PG 66
A PHASE CONDOMINIUM
ORANGE TREE VILLAS
CONDO BOOK 45 PG 66
A PHASE CONDOMINIUM
ORANGE TREE VILLAS
PHASE III
PHASE III
PHASE II
NOTES.
SEE NOTE #9 IN SURVEYOR'S
NOTE: SEASONAL HIGH WATER LINE
NOTES.
SEE NOTE #9 IN SURVEYOR'S
NOTE: SURFACE WATER LIMITS
NOTES.
SEE NOTE #9 IN SURVEYOR'S
NOTE: SURFACE WATER LIMITS
P O
S S
IB
L E
IN
A C
T
IV
E
T E
R M
IN
C
U N
A B
C A
T E
.5
E A
S E
M E
N T
P
D R
A
IN
A
.5
E A
S E
M E
N T
P
D R
A
IN
A
E L L
U N
T Y
O R
E A
S E
M E
N T
IN
G R
E S
S
E G
R E
S S
P
E S
E S
E S
E S
E S
E S
S N
P N
54 5
P
V C
56 7
U N
K
A D
S
A D
S
A D
S
"1
P L E
T R
U S
T E
R
M P
H O
R
B U
S H
M P
H O
R
B U
S H
B U
S H
B U
S H
E E
41/02
26+
E S
E S
S N
TO WHITEBRIDGE DRIVE
FROM OAK VIEW DRIVE
CHANNEL R DITCH MAINTENANCE
BASIN 6 (SOUTH CREEK)DESIGNED
DRAWN
CHECKED
DATE:
PROJECT NO.
SHEET:
PROJECT: DESCRIPTION: APPROVED BY:
REV. BYREV. NO. DATE DESCRIPTION
DATE
FLA. LIC. NO
OF
PLANNING AND OPS.
WATERSHED
PUBLIC WORKS
CLEARWATER, FL 33765
22211 U.S. HIGHWAY 19 N.,
OCTOBER 2021
P
C
C
0+00 1+00
2+
3+
4+00
5+00 6+00
0+00 1+00 2+00 3+00 4+00 5+00 6+00
F I L E
N A
M E
P L
O T
D A
T E
:0
:5
P L
O T
T I
M E
RICHARD THOMAS MORRISON, PE
67713
-S
T -C -2
.d
40200 10
PLAN AND PROFILE
W H
IT
E B
R
ID
G E D
R
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
1" = 2' VERT
1" = 20' HORIZ
SCALE:
SCALE: 1" = 5'
RECONSTRUCTED DITCH
DISCHARGE INTO
MAINTAIN 4" ADS PIPE
FROM DITCH BOTTOM
REMOVE SEDIMENT
ENLARGED PLAN 'A'
PLAN 'A' ABOVE
SEE ENLARGED
INSTRUCTIONS.
1.5:1 SIDE SLOPES. SEE NOTES FOR LINING
SECTION SHALL BE 7' WIDE BOTTOM WITH
RECONSTRUCT DITCH. NEW DITCH CROSS
GRADE
EXISTING
GRADE
PROPOSED
54555657585960
INTO NEW INLET
EXISTING 6" PVC
CUT AND CONNECT
TO PAVED DITCH
RIPRAP ADJACENT
INSTALL 10' LONG
DEPENDING ON WATER LEVEL
OR FLOATING TURBIDITY BARRIER,
CONNECT TO NEW INLET
CUT EXISTING 6" PVC,
FROM DITCH BOTTOM
REMOVE SEDIMENT
LINE, TYP
PROPERTY
INFO, TYP
SEE SHEET 03 FOR
PROPERTY LOCATION,
20'
DESCRIPTION AREA (AC)
IMPACT
TYPE
IMPACT
WETLAND DREDGE
WETLAND FILL
IMPACT TYPE CUBIC YARDS
FILL
AND UPLANDS)
(WETLANDS / SURFACE WATERS /
EXCAVATION
TO ENDWALL
RIPRAP ADJACENT
INSTALL 7'x7'
DURING CONSTRUCTION
PROTECT EXISTING 4" WATER LINE
DURING CONSTRUCTION
4" WATER LINE
PROTECT EXISTING
0.01
0.03
50.0
26.8
SURFACE WATER IMPACTS
WETLAND AND
EXCAVATION / FILL
18" THICK (7 CY)
TO PAVED DITCH,
RIPRAP ADJACENT
INSTALL 10' LONG
18" THICK (3 CY)
TO ENDWALL,
RIPRAP ADJACENT
INSTALL 7'x7'
EASEMENT, TYP
EXISTING
MATCH EXISTING COUNTY ROW BOUNDARY)
(NORTHERN AND EASTERN LIMITS SHALL
PERMANENT DRAINAGE EASEMENT
CONSTRUCTION EASEMENT AND PROPOSED
APPROXIMATE LIMITS OF TEMPORARY
FDOT STANDARD SPECIFICATION 530.
NEW RIPRAP SHALL BE DITCH LINING TYPE PER 4.
DISTURBED AREAS WITH BAHIA GRASS.
SOD AREAS OF VMAX C350® AND ALL OTHER 3.
16 FOR DETAILS.
EQUAL. APPROX. STA 0+30 TO 2+10. SEE SHEET
SLOPES WITH VMAX C350®, OR APPROVED
LINE THE RECONSTRUCTED DITCH'S SIDE 2.
RECONSTRUCTION.
REMOVE RIPRAP WITHIN AREA OF DITCH 1.
NOTES:
INV = 53.00
STANDARD INDEX 430-011
WITH BAFFLES PER FDOT
INSTALL U-TYPE ENDWALL
OF 30" RCP
INSTALL 7 LF
INV = 53.50 (30" RCP)
SLOT = 57.00
GRATE = 58.00
STANDARD INDEX 425-052
FACING UPSTREAM PER FDOT
NON-TRAVERSABLE SLOT
WITH STANDARD 12"
FDOT STANDARD INDEX 425-053
INSTALL TYPE G INLET PER
A MALONE
24" ADS 24" RCP
PN07_0066
E S
S N
MATERIAL TYPE
PIPE CHANGES
C O
N S
E R
V A
T
S E
M E
N T
P
D R
A
IN
A
D
T R
A C
T
S P
L W
Y
C O
N C
TREE LINE
T B
T B
T B
T S
T S
T S
T B
T B
T S
T S
QUEEN ANNE GATE
PB 112 PG 62
TREE LINE
TB
TB
TB TB
TS
TS
TS
TS
20'
E A
S E
M E
N T
P
D R
A
IN
A
IL
DRAINAGE & UTILITY
IG
H L
A
K
O M
M
E A
P
R E
C R
E A
T
E A
O R
R E
T E
N T
S E
M E
N T
P
C O
N S
E R
V A
T
S E
M E
N T
P
PB 98 PG 46
SOMERSET DOWNS
T R
E E
L
IN
E
T R
E
TREE LINE
PHASE V
PHASE III
NOTES.
SEE NOTE #9 IN SURVEYOR'S
NOTE: SURFACE WATER LIMITS
NOTES.
SEE NOTE #9 IN SURVEYOR'S
NOTE: SEASONAL HIGH WATER LINE
T A
S H
E S
H E
D
P
IN
E L L
U N
T Y
O R
S N
E S
5 E S
E E
D
E E
E E
E E
" T R
U S
T E
R
E E
" 3
TO WHITEBRIDGE DRIVE
FROM OAK VIEW DRIVE
CHANNEL R DITCH MAINTENANCE
BASIN 6 (SOUTH CREEK)DESIGNED
DRAWN
CHECKED
DATE:
PROJECT NO.
SHEET:
PROJECT: DESCRIPTION: APPROVED BY:
REV. BYREV. NO. DATE DESCRIPTION
DATE
FLA. LIC. NO
OF
PLANNING AND OPS.
WATERSHED
PUBLIC WORKS
CLEARWATER, FL 33765
22211 U.S. HIGHWAY 19 N.,
OCTOBER 2021
P
6+00
7+00 8+00
9+00
6+00 7+00 8+00 9+00 10+00
F I L E
N A
M E
P L
O T
D A
T E
:5
:3
P L
O T
T I
M E
RICHARD THOMAS MORRISON, PE
67713
-S
T -C -2
.d
A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
1" = 2' VERT
1" = 20' HORIZ
SCALE:
MATCH LINE - STA 10+50
M A
T C
H L
IN
E S
T A
L O
M O
N D D
R
IV
E
FROM DITCH BOTTOM
REMOVE SEDIMENT
GRADE
EXISTING
4' WIDE BOTTOM.
INTO MAIN DITCH. MIN
RE-ROUTE SIDE DITCH
5'
LINE, TYP
PROPERTY
INFO, TYP
SEE SHEET 03 FOR
PROPERTY LOCATION,
SPECIFICATION 530.
TYPE PER FDOT STANDARD
NEW RIPRAP SHALL BE DITCH LINING 1.
NOTES:
DESCRIPTION AREA (AC)
IMPACT
TYPE
IMPACT
WETLAND DREDGE
WETLAND FILL
IMPACT TYPE CUBIC YARDS
FILL
AND UPLANDS)
(WETLANDS / SURFACE WATERS /
EXCAVATION
0.15
0.01
14.5
120.7
SURFACE WATER IMPACTS
WETLAND AND
EXCAVATION / FILL
GRADE, TYP
PROPOSED
EASEMENT, TYP
EXISTING
A MALONE
18" THICK
4' WIDE RIPRAP STRIP,
TOE OF DITCH WITH
2:1 AND REINFORCE
FLATTEN SLOPE TO
INV = 51.00
STANDARD INDEX 430-011
WITH BAFFLES PER FDOT
INSTALL U-TYPE ENDWALL
CONCRETE BLOCK MAT
END ARTICULATING
STA 10+50
FROM DITCH BOTTOM
REMOVE SEDIMENT5
GRADE TO DRAIN TO INLET
PROTECT EXISTING TREE
INV N = 51.10 (30" RCP)
TO EXISTING 24" ADS)
GRATE = 55.00
STANDARD INDEX 425-053
INSTALL TYPE G INLET PER FDOT
INSTALL 5 LF OF 30" RCP
GRADE TO DRAIN TO INLET
SEE DETAIL ON SHEET 17.
CONCRETE BLOCK MAT.
OPEN CELL ARTICULATING
A
CONCRETE BLOCK MAT
BEGIN ARTICULATING
P
V C
P N
7 PN07_0093
ERCP/PN07_0090
14"x23"
P
V C
6" P
VC
P
V C
E A
C
W E
C
15'
'5
UTILITY EASEMENT (P)
DRAINAGE AND
TRACT 1
50' R/W (P)
TRACT 2
DRAINAGE AND CONSERVATION
EASEMENT
PB 112 PG 63
OR 5002 PG 999
UTILITY EASEMENT PER
RETENTION AREA
RECREATION AREA (P)
TRACT 3
CONSERVATION EASEMENT (P)
QUEEN ANNE GATE
PB 112 PG 62
QUEEN ANNE GATE
PB 112 PG 62
E P
E
PB
C
B C
BRUSH
BRUSH
BRUSH
WALL
0.85' CONC
W/2'x2' COLUMNS
POST
6"x7" WOOD
W/CHAIN AS GATE
WALL
DECORATIVE BLOCK
TB
TB
TB
T B
T B
TS
TS
T S
TS
T B
TS
TB
TB
TB
TB
TB
TS
TS
TS
TS
TB
TB
TREE LINE
TREE LINE
E A
S E
M E
N T
P
D R
A
IN
A
IL
S E
M E
N T
P
D R
A
IN
A
IL
PB 80 PG 7
HIGHLAND LAKES UNIT TEN
ALUMINUM
3' WROUGHT
FEN
CONC
HW
ONLY (P)
EASEMENT
DRAINAGE
R O
Y
V D
P
LOMOND DRIVE (P)
4/12/17 @ 9:30 AM
WATER EL = 51.05 ON
NOTES.
SEE NOTE #9 IN SURVEYOR'S
NOTE: SURFACE WATER LIMITS NOTES.
SEE NOTE #9 IN SURVEYOR'S
NOTE: SEASONAL HIGH WATER LINE
NOTES.
SEE NOTE #9 IN SURVEYOR'S
NOTE: SURFACE WATER LIMITS
PB 80 PG 7
RETENTION AREA
U N
K
S N
E S
S N
E S
SN07_0094
ES-07/
ES-09
SN07_0091
ES-08/
ES-10
ES-11
ES-12
ES-13
17"
10" TREE
11" 11"
6"
27" TREE
P
V C
R
C P
P
V C
16" CEDAR
20" TREE
6" TREE
14"
16" CEDAR
14"
12"
18"RCP
12"
11" TREE
BUSH
7 4" TREE
16"
7"
24" TREE
9"
BUSH
7" CAMPHOR
6" TREE
22" TREE
12"
TREE CLUSTER
MAPLE CLUSTER
18"
PALM C
24"
12"
D
30"
7"
D
12"
20"
34" CAMPHOR
30"
PALM C
30"14" MAPLE
25"
14" TREE
D
E A S E
M E
N T
P
D R
A
IN
A
IL
S E
M E N T (P
TO WHITEBRIDGE DRIVE
FROM OAK VIEW DRIVE
CHANNEL R DITCH MAINTENANCE
BASIN 6 (SOUTH CREEK)DESIGNED
DRAWN
CHECKED
DATE:
PROJECT NO.
SHEET:
PROJECT: DESCRIPTION: APPROVED BY:
REV. BYREV. NO. DATE DESCRIPTION
DATE
FLA. LIC. NO
OF
PLANNING AND OPS.
WATERSHED
PUBLIC WORKS
CLEARWATER, FL 33765
22211 U.S. HIGHWAY 19 N.,
OCTOBER 2021
P
11+00 12+00
13+00
14+00
15+00
11+00 12+00 13+00 14+00 15+00 16+00
F I L E
N A
M E
P L
O T
D A
T E
:1
P L
O T
T I
M E
RICHARD THOMAS MORRISON, PE
67713
-S
T -C -2
.d
1" = 2' VERT
1" = 20' HORIZ
SCALE:
M A
T C
H L
IN
E S
T A
LOMOND DRIVE
M A
T C
H L
IN
E S
T A
M A T C
H L
IN
E S
T A
R O
Y A
L B
L V
D
12 13 14 15 16
M A
T C
H L
IN
E S
T A
FROM ENDWALL
REMOVE SEDIMENT
GRADE
EXISTING
GRADE
PROPOSED
FROM DITCH BOTTOM
REMOVE SEDIMENT
51 51
FROM DITCH BOTTOM
REMOVE SEDIMENT
DEPENDING ON WATER LEVEL
OR FLOATING TURBIDITY BARRIER,
LINE, TYP
PROPERTY
INFO, TYP
SEE SHEET 03 FOR
PROPERTY LOCATION,
FROM DITCH BOTTOM
REMOVE SEDIMENT
SPECIFICATION 530.
TYPE PER FDOT STANDARD
NEW RIPRAP SHALL BE DITCH LINING 1.
NOTES:
DESCRIPTION AREA (AC)
IMPACT
TYPE
IMPACT
WETLAND DREDGE
WETLAND FILL
IMPACT TYPE CUBIC YARDS
FILL
AND UPLANDS)
(WETLANDS / SURFACE WATERS /
EXCAVATION0.01
0.0
24.8
0.0
SURFACE WATER IMPACTS
WETLAND AND
EXCAVATION / FILL
BOTTOM, 18" THICKNESS (2 CY).
FLUME FROM PIPE TO DITCH
AND CONTRUCT 4' WIDE RIPRAP
CUT PIPE OFF AT EXIT FROM SLOPE
FILL EROSION ADJACENT TO PIPE.
EASEMENT, TYP
EXISTING
A MALONE
6' WOOD
6' WOOD 6' WOOD6' WOOD
W
TO
P
E
LE
V
.7
E
TO
P
E
LE
V 1.
P V C
W
TO
P
E
LE
V
.1
E
TO
P
E
LE
V .1
P V C
W
TO
P
E
LE
V
1.
S E
TO
P
E
LE
V .8
1"
P
V C
W
TO
P
E
LE
V
.7
E
TO
P
E
LE
V .4
P V C
W
TO
P
E
LE
V
.0
S E
TO
P
E
LE
V .1
1"
P
V C
T B
TB
G B
TB
TB
TB
TB
TB
TB
W
TO
P
E
LE
V
.1
E
TO
P
E
LE
V .6
P V C
W
TO
P
E
LE
V
.4
N E
TO
P
E
LE
V .2
1"
P
V C
W
TO
P
E
LE
V
.1
S E
TO
P
E
LE
V .9
1"
P
V C
"x
ER
C P
ES
1/
S N
B L
F
F O
R
R E C L A
IM18
A
D S
ES
R
C P P
N
R C P P
N
PN07
_00
P N
E R
C P
P N x
O
R
W
(P
R
W
P
Q U
E
T E
S L
A B
W
A L
U M
IN
U M
H A
E P
B C
S W
L K
BC
C O
N C
N C
T
BT
S
T B
T S
Q U E
N E
B L V
D
(P
E A S E
M E
N T
(P
10' EASEMENT (P)
S R L1
EASEMENT
(P
U T
IL
S E
M E
N T
P
U T
IL
S E
M E
N T
P
HIGHLAND LAKES P.B.75 PG.77
HIGHLAND LAKES P.B.80 PG.8
U T
IL
S E
M E
N T
P
U T
IL
S E
M E
N T
P
U T
IL
S E
M E
N T
P
U T
IL
S E
M E
N T
P
10' EASEMENT (P)
10' EASEMENT (P)
LOMOND DRIVE (P)
N O
ID
P U
LL
B
O X
W
IR
E
U T
IL
IT
Y
E A S E
M E N T
(P
U T
IL
IT
Y
E A S E
M E N T
(P
10' EASEMENT (P)
5' U
TI
LI
TY
EASEMENT
(P
W
IN
V
E
LE
V
.9
E
IN
V
E
LE
V .7
P V C
P V
C
E
LE
V
.9
R C P
D R
A
IN
A
IL
S E
M E
N T
P
D R
A
IN
A
TS
TS
LE
V
.1
N E R
A T
IO
N
IN
E T
O F
P
IP
E
N E X T
P V C
.4
LI
N E A R
V E R
IZ
O N
B
O X
E S
CL
DI
TCH
H E A
D W
A
LL
C O
N C
H E A
D W
A
LL
C O
N C
E S
CL DIT
CH
B
LO
LL
TI
LL
R A
IL
R
O A
D
CL DITCH
B
LO
LL
SRL1
G B
GB
GB
GB
GB
GB
GB
G B
1 3
ES
S N
ES
SN07
_00
ES
-06
S N
E S
E S
S N
E S
8 W
TO
E
LE
V
.6
S E
TO
P
E
LE
V .5
P V C
S W
TO
P
E
LE
V
.5
N E
TO
P
E
LE
V .9
1"
P
V C
IR
R
IG
A
TI
O N
C H
E R
R Y
E E
"R
CP
D R A
IN
A
TI
LI
TY
E A S E
M E N T
50' DRAINAGE & UTILITY EASEMENT (P)
" 1
U T
IL
S E
M E
N T
P
R
C P
" 6
D
D
D
" 1
D
D
"1
"1
L L
Y
"1
"1
" 15
" 6
C
LI
FF
B R
IA
R
D R
E A S E
M E
N T
(P
P
P
B
LO
LL
R C P
S
ID
E W
A L K
TS
TS
TS
TS
TO WHITEBRIDGE DRIVE
FROM OAK VIEW DRIVE
CHANNEL R DITCH MAINTENANCE
BASIN 6 (SOUTH CREEK)DESIGNED
DRAWN
CHECKED
DATE:
PROJECT NO.
SHEET:
PROJECT: DESCRIPTION: APPROVED BY:
REV. BYREV. NO. DATE DESCRIPTION
DATE
FLA. LIC. NO
OF
PLANNING AND OPS.
WATERSHED
PUBLIC WORKS
CLEARWATER, FL 33765
22211 U.S. HIGHWAY 19 N.,
OCTOBER 2021
+0
+0
19+
20+00
21+00
22+00
17+00 18+00 19+00 20+00 21+00 22+00
F I L E
N A
M E
P L
O T
D A
T E
:0
:0
P L
O T
T I
M E
RICHARD THOMAS MORRISON, PE
67713
-S
T -C -2
.d
SCALE:
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
M A T C
H
LIN
E
- S
T A 16+50
M A T C
H L
IN
E S
T A
Q U
E E
N A
N N
E B
L V
D
B R
IA
R C
LI
F F D
R
LOMOND DR
RO
YAL
BLVD
21 22 23 24 25
50 51 52 53
5152535455
GRADE
EXISTING
38"x60" ERCP
EXISTING
DEPENDING ON WATER LEVEL
OR FLOATING TURBIDITY BARRIER,
FROM ENDWALL
REMOVE SEDIMENT
DEPENDING ON WATER LEVEL
TURBIDITY BARRIER,
STAKED OR FLOATING
2:1 SLOPE, SODDED
INFO, TYP
SEE SHEET 03 FOR
PROPERTY LOCATION,
LINE, TYP
PROPERTY
EL = 50.7
GRADE,
PROPOSED
FROM DITCH BOTTOM
REMOVE SEDIMENT
DESCRIPTION AREA (AC)
IMPACT
TYPE
IMPACT
WETLAND DREDGE
WETLAND FILL
IMPACT TYPE CUBIC YARDS
FILL
AND UPLANDS)
(WETLANDS / SURFACE WATERS /
EXCAVATION0.01
0.0
42.0
0.0
SURFACE WATER IMPACTS
WETLAND AND
EXCAVATION / FILL
EASEMENT, TYP
EXISTING
A MALONE
FROM DITCH BOTTOM
CONCRETE BLOCKS
REMOVE LOOSE
6' W
OOD
6'
WOOD
P)
P)
6' WOOD
6' WOOD
6' CHAIN LINK
6' WOOD
RI
PRAP
S
ID
E W
A L
K
E P
E P
P H
CLUSTER
BAMBOO
TB
TB
TB
10' UTILITY EASEMENT (P)
RUSTIC OAKS P.B.82 PG.32
CYPRESS GREEN P.B.82 PG.85
U T
IL
IT
Y
E A S E
M E N T
(P
5' U
TI
LI
TY
EASEMENT
(P
M A
IN
T E
N A
N C
E
E
A S
E M
E N
T
P
M A
IN
T E
N A
N
S E
M E
N T
P
CYPRESS GREEN DRIVE
E S
P
DRAINAGE EASEMENT (P)
ES-7
UTI
LI
TY
EASEM
ENT
(P
CYP
RES
S
GREEN
DRI
VE
O
E E
K
L A
N E
(P
25' (P)
50' (P)
P
P
W O
O D
W O
O D
W
IN
V
E
LE
V
.9
E
IN
V
E
LE
V .7
P V C
P V C
IN
V
.9
P
P V
C
P V
C
W INV ELEV.=46.25'
E INV ELEV.=45.09'
24" PVC
C L
D
IT
C H
12" RCP INV.=41.84'
W TOP ELEV.=48.21'
E TOP ELEV.=51.10'
4" PVC
P L
A S
T
IC
R R
30" CORR. PLASTIC INV.=42.06'
W TOP ELEV.=49.69'
E TOP ELEV.=51.45'
4" PVC
N13°36'48"W 31.33'
W TOP ELEV.=51.91'
E TOP ELEV.=48.38'
1" PVC
25' DRAINAGE & UTILITY EASEMENT (P)2
D R
A
IN
A
IL
S E
M E
N T
P
D R
A
IN
A
' D
RAIN
AGE &
U
TIL
ITYEASEMENT (
P)
E A S E
M E
N T
P
381346
6 4
W TOP ELEV.=52.71'
E TOP ELEV.=51.26'
6" PVC
28"
W TOP ELEV.=52.82'
E TOP ELEV.=51.16'
6" PVC
W TOP ELEV.=52.87'
E TOP ELEV.=51.92'
6" PVC
P
D
TS
TS
TS
TS
TS
D R
A
IN
A
IL
S E
M E
N T
P
D R
A
IN
A
IL
S
E M
E N
T
P
2-24"&16"
10"
LE
V
.1
N E R
A T
IO
N
IN
E T
O F
P
IP
E
N E X T
P V C
.4
LI
N E A R
C L
D
IT
C H
SRL1
CL DITCH
TS
CL
DI
TCH
W TOP ELEV.=48.68'
E TOP ELEV=49.76'
4" PVC
10"
30"
TB
30"
9 W TOP ELEV.=46.36'
E TOP ELEV.=50.27'
4" CORRUGATED PLASTIC
G B
GB
GB
GB
GB
G B
G B
C H
T S G B
T B
T S
TB
TB
GB
GB
T S
TB
T S
T B
G B
T S
T B
G B
T S
W TOP ELEV.=47.19'
E TOP ELEV.=51.60'
4" CORRUGATED PLASTIC
W TOP ELEV.=51.18'
E TOP ELEV.=52.45'
6" PVC
S W
TO
P
E
LE
V
.5
N E
TO
P
E
LE
V .9
1"
P
V C
IR
R
IG
A
TI
O N
18"18" 30"
20"
P V
C
18"
U T
IL
S E
M E
N T
P
D
R
IP
R A
P
RIPRAP
RIPRAP
HEADWALL
CONC.
RIPRAP
RIPRAP
RIPRAP
24' PVC
P
TO WHITEBRIDGE DRIVE
FROM OAK VIEW DRIVE
CHANNEL R DITCH MAINTENANCE
BASIN 6 (SOUTH CREEK)DESIGNED
DRAWN
CHECKED
DATE:
PROJECT NO.
SHEET:
PROJECT: DESCRIPTION: APPROVED BY:
REV. BYREV. NO. DATE DESCRIPTION
DATE
FLA. LIC. NO
OF
PLANNING AND OPS.
WATERSHED
PUBLIC WORKS
CLEARWATER, FL 33765
22211 U.S. HIGHWAY 19 N.,
OCTOBER 2021
23+00 24+00 25+00
26+00
+0
23+00 24+00 25+00 26+00 27+00 28+00
F I L E
N A
M E
P L
O T
D A
T E
:1
:0
P L
O T
T I
M E
RICHARD THOMAS MORRISON, PE
67713
-S
T -C -2
.d
SCALE:
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
M A T C
H
LIN
E
- S
T A 28+
M A T C
H L
IN
E S
T A
CYPRESS GREEN DR
O A
K C
R E
E K L
A N
E
56 57 58 59
27 28
40 40
EXOTIC VEGETATION
REMOVE INVASIVE AND
IN FRONT OF CULVERT
REMOVE SEDIMENT
MATCH LINE - SEE SHEET 09
454647 48495051
GRADE
EXISTING
DEPENDING ON WATER LEVEL
OR FLOATING TURBIDITY BARRIER,
CONSTRUCTION.
USE CAUTION DURING
OVERHEAD ELECTRIC.
GRADE
PROPOSED
INSTRUCTIONS.
SEE NOTES FOR LINING
WITH 1.5:1 SIDE SLOPES.
SHALL BE 5' WIDE BOTTOM
DITCH CROSS SECTION
RECONSTRUCT DITCH. NEW
FOR PROTECTION
OVER TREE ROOTS
PLACE 8" OF MULCH
RIPRAP
BENEATH PIPE WITH
FILL ERODED AREA
CONSTRUCTION EASEMENT
5' ADDITIONAL TEMPORARY
PROPOSED
LINE, TYP
PROPERTY
INFO, TYP
SEE SHEET 03 FOR
PROPERTY LOCATION,
DESCRIPTION AREA (AC)
IMPACT
TYPE
IMPACT
WETLAND DREDGE
WETLAND FILL
IMPACT TYPE CUBIC YARDS
FILL
AND UPLANDS)
(WETLANDS / SURFACE WATERS /
EXCAVATION0.01
0.03 67.0
144.0
SURFACE WATER IMPACTS
WETLAND AND
EXCAVATION / FILL
18" THICK (62 CY)
WITH RIPRAP,
2:1 AND PROTECT
FLATTEN SLOPE TO
EASEMENT, TYP
EXISTING
FDOT STANDARD SPECIFICATION 530.
NEW RIPRAP SHALL BE DITCH LINING TYPE PER 4.
DISTURBED AREAS WITH BAHIA GRASS.
SOD AREAS OF VMAX C350® AND ALL OTHER 3.
EQUAL. SEE SHEET 16 FOR DETAILS.
SLOPES WITH VMAX C350®, OR APPROVED
LINE THE RECONSTRUCTED DITCH'S SIDE 2.
RECONSTRUCTION.
REMOVE RIPRAP WITHIN AREA OF DITCH 1.
NOTES:
A MALONE
P)
35'
DRAINAGE & E
ASEMENT (P
R
IP
R A P
R
IP
R A P
P
V C
S
ID
E W
A L
K
E P
E P
E P
E P
P H
P H
T S
C H
G B
T S
G B
G B
C H
T S
T S
TS
G B
TS
GB
CL DITCH
GB
GB
GB
E S
E S
U T
IL
S
E M
E N
T
P
E A
S E
M E
N T
P
18" RCP
P
V C
W O
O D
W O
O D
RCP
9 3
RCP
" 6
D
D S
T
E A
D
S
ID
E W
A L
K
P V
C
W O
O D
T B
T S
T
BT
S
18" CMP
CLUSTER
BAMBOO HEADWALL
6" CONC.
P V C
4' CHAIN L
INK
C H
A
IN
LI
N K
W
IR
E
C H
K
T B
T B
T B
S
L E
E V
E
E S
M T P
18" CMP INV.=45.03'
CONNECTS TO ES-5 (NOT SHOWN)
30" RCP W/ SLEEVE INV.=43.16'
15"
15"
C L
U S
T E
R
B A
N A
N A
6 4
6 4
2-6"
6"
18"
2-15"
8"
18"
30"
36"
18"
2-6"
18"
17"
15"
8"
B A
N A
U S
T E
R S
8"
18"
D R
A
IN
A
IL
S E
M E
N T
P
D R
A
IN
A
IL
S
E M
E N
T
P
12"2
G B
G B
G B
G B
G B
G B
G B
C H
G
BT
S
T B
G B
T S
T B
C H
G B
T S
C H
G B
G B
TS
G B
G B
TO WHITEBRIDGE DRIVE
FROM OAK VIEW DRIVE
CHANNEL R DITCH MAINTENANCE
BASIN 6 (SOUTH CREEK)DESIGNED
DRAWN
CHECKED
DATE:
PROJECT NO.
SHEET:
PROJECT: DESCRIPTION: APPROVED BY:
REV. BYREV. NO. DATE DESCRIPTION
DATE
FLA. LIC. NO
OF
PLANNING AND OPS.
WATERSHED
PUBLIC WORKS
CLEARWATER, FL 33765
22211 U.S. HIGHWAY 19 N.,
OCTOBER 2021
+0
29+00 30+00 31+00
F I L E
N A
M E
P L
O T
D A
T E
:0
P L
O T
T I
M E
RICHARD THOMAS MORRISON, PE
67713
-S
T -C -2
.d
SCALE:
M A
T C
H L
IN
E S
T A
M A T C
H
LIN
E
- S
T A 28+
O A
K C
R E
E K L
A N
E
36 37
MATCH LINE - SEE SHEET 08
WITH COMPACTED SOIL
FILL DEPRESSION
54" RCP
EXISTING
GRADE
EXISTING
25'
(APPROX 10'x20'x1')
OF CULVET
SEDIMENT IN FRONT
REMOVE TREES AND
INFO, TYP
SEE SHEET 03 FOR
PROPERTY LOCATION,
LINE, TYP
PROPERTY
INFO, TYP
SEE SHEET 03 FOR
PROPERTY LOCATION,
EASEMENT
DRAINAGE
PERMANENT
ADDITIONAL
PROPOSED
SLOPE, SODDED.
BOTTOM, 2:1
FROM DITCH
SEDIMENT
REMOVE
DESCRIPTION AREA (AC)
IMPACT
TYPE
IMPACT
WETLAND DREDGE
WETLAND FILL
IMPACT TYPE CUBIC YARDS
FILL
AND UPLANDS)
(WETLANDS / SURFACE WATERS /
EXCAVATION
LINE, TYP
PROPERTY
0.0
10.0
0.0
DESCRIPTION AREA (AC)
IMPACT
TYPE
IMPACT
WETLAND DREDGE
WETLAND FILL
IMPACT TYPE CUBIC YARDS
FILL
AND UPLANDS)
(WETLANDS / SURFACE WATERS /
EXCAVATION
0.0
40.0
0.0
0.001
0.004
SURFACE WATER IMPACTS
WETLAND AND
EXCAVATION / FILL
SURFACE WATER IMPACTS
WETLAND AND
EXCAVATION / FILL
EASEMENT, TYP
EXISTING
EXOTIC VEGETATION
REMOVE INVASIVE AND
A MALONE
INV S = 39.20 (30" RCP)
SLOT = 43.00
GRATE = 44.00
UPSTREAM PER FDOT STANDARD INDEX 425-052
NON-TRAVERSABLE SLOT FACING
INDEX 425-053 WITH STANDARD 12"
INSTALL TYPE G INLET PER FDOT STANDARD
STANDARD INDEX 520-001 (DROP CURB)
RESTORE VALLEY CURB SIMILAR TO FDOT
EASEMENT, TYP
EXISTING
NOTES FOR LINING INSTRUCTIONS.
DITCH WITH 1.5:1 SIDE SLOPES. SEE
RECONSTRUCT NORTH SLOPE OF
DEPENDING ON WATER LEVEL
OR FLOATING TURBIDITY BARRIER,
DISTURBED AREAS WITH BAHIA GRASS.
SOD AREAS OF VMAX C350® AND ALL OTHER 3.
SHEET 16 FOR DETAILS.
WITH VMAX C350®, OR APPROVED EQUAL. SEE
LINE THE RECONSTRUCTED DITCH'S SIDE SLOPES 2.
RECONSTRUCTION.
REMOVE RIPRAP WITHIN AREA OF DITCH 1.
NOTES:
4 4
3 4
404142
ENDWALL - 18" THICK (3 CY)
INSTALL 7' x 7' RIPRAP ADJACENT TO
OF 30" RCP
INSTALL 7 LF
INV = 39.00
PER FDOT STANDARD INDEX 430-011
INSTALL U-TYPE ENDWALLS WITH BAFFLES
U T
IL
S E
M E
N T
P
D R
A
IN
A
S E
M E
N T
P
U T
IL
S E
M E
N T
P
10' DRAINAGE EASEMENT (P)
25' (P)25' (P)
GB
GB
CL D
ITCH GB
GB
GB
TB
TB
RIPRA
P
S
ID
E W
A L
K
EP
E P
S
ID
E W
A L
K
EP
E P
P H
R
IP
R A
P
CL ASPH.
TS
TS
CL DITCH
GB
TB
TB CL DI
TCH
TS
GB
TS
GB
TS
GB
TB
TB
TS
GB
GB
TB
TB
RIPRAP
GB
GB
GB
RIPRAP
SLAB
CONC.
TS
C H
TS
GB
TB
TB
GB
GB
GB
GB
TS
TS
GB
GB4' PLASTIC
6' WOOD
6' PVC
4' CHAIN LINK
6' WOOD
8" CONC. WALL
POOL DECK
RESIDENCE
CONC. & BLOCK
1 STORY
RIPRAP
R O
O M
S C
R E
E N
6' WOOD
ES-13
P
P
ES-11
ES-14
ES-12
ES-16
10' UTILITY EASEMENT (P)
S A
N
IT
A
S E
M E
N T
P
D R
A
IN
A
S E
M E
N T
P
D R
A
IN
A
S E
M E
N T
P
10' UTILITY EASEMENT (P)
185 183184 181182
55 58
CYPRESS GREEN P.B.82 PG.85
M A
IN
T E
N A
N
S E
M E
N T
P
M A
IN
T E
N A
N
S E
M E
N T
P
M A
IN
T E
N A
N
S E
M E
N T
P
M A
IN
T E
N A
N
S E
M E
N T
P
M A
IN
T E
N A
N
S E
M E
N T
P
M A
IN
T E
N A
N
S E
M E
N T
P
M A
IN
T E
N A
N
S E
M E
N T
P
CYPRESS GREEN DRIVE (P)
O
E
N E
P
ES-17
P
COMMON AREA TRACT 2 (P)
7.5' (P)
RCP
RCP
37443747
12"
6"
8"12"
13"
6"
12"
36663676
SHED
WOOD
15"
6"
6"
16"
7"
8"
15"
10"
43 43
43 43
3653 3650
10"
5"
12"
6"
8"
6"
15"
13"
10"
15"
6"
18"
10"
12"
15"
12"
12"
12"
P
2-15"
15"
10"
4"
6" HOLLY 10&15"
RUSTIC OAKS P.B.87 PG.5
10"
12"
3-12"
20"
18"
12"
15"15"
8"
47 47
47 47
16"
2-6"
D
15"
15"
30" 48
12"
3-10"
40"
D
18" RCP INV. ELEV=41.97'
VERIZON BOX
6' WOOD
ARROW
DIRECTIONAL
VERIZON BOX
ARROW
DIRECTIONAL
6' WOOD
S TOP ELEV.=45.97'
N TOP ELEV.=46.60'
4" PVC
S TOP ELEV.=43.39'
N TOP ELEV.=46.62'
6" PLASTIC
S TOP ELEV.=46.05'
N TOP ELEV.=47.02'
4" PVC
S TOP ELEV.=47.29'
N TOP ELEV.=47.87'
4" PVC
TO WHITEBRIDGE DRIVE
FROM OAK VIEW DRIVE
CHANNEL R DITCH MAINTENANCE
BASIN 6 (SOUTH CREEK)DESIGNED
DRAWN
CHECKED
DATE:
PROJECT NO.
SHEET:
PROJECT: DESCRIPTION: APPROVED BY:
REV. BYREV. NO. DATE DESCRIPTION
DATE
FLA. LIC. NO
OF
PLANNING AND OPS.
WATERSHED
PUBLIC WORKS
CLEARWATER, FL 33765
22211 U.S. HIGHWAY 19 N.,
OCTOBER 2021
40+
+0
42+0
43+
44+00
45+0
46+00
40+00 41+00 42+00 43+00 44+00 45+00 46+00
F I L E
N A
M E
P L
O T
D A
T E
:0
:2
P L
O T
T I
M E
RICHARD THOMAS MORRISON, PE
67713
-S
T -C -2
.d
SCALE:
M A
T C
H L
IN
E
- S
T A
OAK CREEK LANE
41 42 43 44
65 66 67 68 69 70 71 72
M A
T C
H L
IN
E S
T A
30" RCP
EXISTING
GRADE
EXISTING
GRADE
PROPOSED
WATER LEVEL
DEPENDING ON
TURBIDITY BARRIER,
STAKED OR FLOATING
FROM DITCH BOTTOM
REMOVE SEDIMENT
FROM DITCH BOTTOM
REMOVE SEDIMENT
EXTEND TO DITCH BOTTOM.
RIPRAP FLUME AS REQUIRED.
REMOVE AND REPLACE
INV = 42.50
STANDARD INDEX 430-011.
WITH BAFFLES PER FDOT
AND INSTALL U-TYPE ENDWALL
REMOVE CONCRETE HEADWALL
SODDED
2:1 SLOPE,
ELEVATION 45.0
HEADWALL TO TOP
RAISE CONCRETE BAG
SODDED
2:1 SLOPE,
SODDED
SLOPE, 2:1 MAX,
REPAIR ERODED
GRADE
PROPOSED
LINE, TYP
PROPERTY
INFO, TYP
SEE SHEET 03 FOR
PROPERTY LOCATION,
ELEVATION 45.0
HEADWALL TO TOP
RAISE CONCRETE BAG
DESCRIPTION AREA (AC)
IMPACT
TYPE
IMPACT
WETLAND DREDGE
WETLAND FILL
IMPACT TYPE CUBIC YARDS
FILL
AND UPLANDS)
(WETLANDS / SURFACE WATERS /
EXCAVATION0.02
47.30.008
103.5
SURFACE WATER IMPACTS
WETLAND AND
EXCAVATION / FILL
EASEMENT, TYP
EXISTING
FROM TWIN 30" RCPS
REMOVE SEDIMENT
DRAINAGE EASEMENT
PERMANENT
PROPOSED
18" THICKNESS (1.4 CY)
5'x5' RIPRAP FLUME, MATERIAL AND SIZE.
FIELD VERIFY PIPE
INV = 42.86
STANDARD INDEX 430-011.
BAFFLES PER FDOT
U-TYPE ENDWALL WITH
HEADWALL, AND INSTALL
REMOVE CONCRETE
18" THICKNESS (1.4 CY)
5'x5' RIPRAP FLUME, EASEMENT
AREA AND DRAINAGE
EXISTING COMMON
AS DIRECTED BY THE ENGINEER.
VEGETATION AND TREES AND PLANT NATIVES
STA 42+00 TO 49+00 - REMOVE EXOTIC 3.
FDOT STANDARD SPECIFICATION 530.
NEW RIPRAP SHALL BE DITCH LINING TYPE PER 2.
PIPES TO PROTECT ENTRANCE.
POSSIBLE OTTER DENS. INSTALL 8" - 12" PVC 1.
NOTES:
DRAINAGE EASEMENT
EXISTING PERMANENT
A MALONE
10' UTILITY EASEMENT (P)
10' UTILITY EASEMENT (P)
D R
A
IN
A
S E
M E
N T
P
TB
TB
GB
TB
GB
TB
GB
TS
RIPRAP(ES-18)
GB
TB
TB
TS
GB
GBGB
TS
TS
WOOD WALL
TB
WOOD DECK
SHED
WOOD
8" CONC. WALL
POOL DECK
24" RCP
ES-20 ES-21
180 179 177
5958 6160 62
RUSTIC OAKS P.B.87 PG.5
M A
IN
T E
N A
N
S E
M E
N T
P
M A
IN
T E
N A
N
S E
M E
N T
P
M A
IN
T E
N A
N
S E
M E
N T
P
10' UTILITY EASEMENT (P)
10' UTILITY EASEMENT (P)
M A
IN
T E
N A
N
S E
M E
N T
P
U T
IL
S E
M E
N T
P
U T
IL
S E
M E
N T
P
6' WIRE FENCE
SRL1
10' DRAINAGE EASEMENT (P)
COMMON AREA TRACT 2 (P)
7.5' (P)
7.5' (P)
FENCE
6' WIRE
O
IV
E
CL DITCH
P H
E P
E P
P H
E P
E P
T B
T S
T
BT
S
T B
T B
T S
T B
T B
T B
T B
T S
T S
T S
18"
12"
3653 3650
12"
12"
15"
3647 3638
GB
10"
15"
15"
12"
12"
10"
15"
24" RCP
10"
4-3"
10"
15"
10"
12"
8" 16"
361310"
P
6"
6"
TS
6"
10&15"
10"
10"
10"
12"
6"
RAI
LGUARD
46 46
10"
12"
20"
4' HOG WIRE
6"6" 6"
20"
8" 10"
6" 6"
30"
30"
2-12"
6"
12"
30"
20"
6"
10"
15"
12"
12"
15"
AREA
RET
ELEV.=44.45'
24" RCP INV.
TO WHITEBRIDGE DRIVE
FROM OAK VIEW DRIVE
CHANNEL R DITCH MAINTENANCE
BASIN 6 (SOUTH CREEK)DESIGNED
DRAWN
CHECKED
DATE:
PROJECT NO.
SHEET:
PROJECT: DESCRIPTION: APPROVED BY:
REV. BYREV. NO. DATE DESCRIPTION
DATE
FLA. LIC. NO
OF
PLANNING AND OPS.
WATERSHED
PUBLIC WORKS
CLEARWATER, FL 33765
22211 U.S. HIGHWAY 19 N.,
OCTOBER 2021
46+00
47+00 48+00
+0
46+00 47+00 48+00 49+00 50+00
F I L E
N A
M E
P L
O T
D A
T E
:5
P L
O T
T I
M E
RICHARD THOMAS MORRISON, PE
67713
-S
T -C -2
.d
SCALE:
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
O A
K V
IE
W D
R
49484746
73 74 75 76 77
GRADE
EXISTING
GRADE
PROPOSED
INV = 44.75
PER FDOT STANDARD INDEX 430-011.
INSTALL U-TYPE ENDWALL WITH BAFFLES
REMOVE CONCRETE HEADWALL AND
NOTES FOR LINING INSTRUCTIONS.
WITH 1.5:1 SIDE SLOPES. SEE
SHALL BE A 2.5' WIDE BOTTOM
DITCH CROSS SECTION
RECONSTRUCT DITCH. NEW
INV = 44.00
FDOT STANDARD INDEX 430-011
ENDWALL WITH BAFFLES PER
24" RCP AND INSTALL U-TYPE
GRAVEL AND RIPRAP AND EXTEND
REMOVE WOOD FENCE, GLUED
LINING INSTRUCTIONS.
TO THE NORTH. SEE NOTES FOR
LINE EXISTING DITCH TO CULVERT
SEWER PIPE
PROTECT EXISTING
LINE, TYP
PROPERTY
INFO, TYP
SEE SHEET 03 FOR
PROPERTY LOCATION,
DESCRIPTION AREA (AC)
IMPACT
TYPE
IMPACT
WETLAND DREDGE
WETLAND FILL
IMPACT TYPE CUBIC YARDS
FILL
AND UPLANDS)
(WETLANDS / SURFACE WATERS /
EXCAVATION
0.01
60.8
81.6
0.001
SURFACE WATER IMPACTS
WETLAND AND
EXCAVATION / FILL
DRAINAGE EASEMENT
PERMANENT
PROPOSED
EASEMENT
AREA AND DRAINAGE
EXISTING COMMON
18" THICKNESS (1.4 CY)
5'x5' RIPRAP FLUME, 18" THICKNESS (6 CY)
PROTECTION,
RIPRAP EROSION
INSTALL 10'x10'
EASEMENT, TYP
EXISTING
DESCRIPTION AREA (AC)
IMPACT
TYPE
IMPACT
WETLAND DREDGE
WETLAND FILL
IMPACT TYPE CUBIC YARDS
FILL
AND UPLANDS)
(WETLANDS / SURFACE WATERS /
EXCAVATION
SURFACE WATER IMPACTS
TOTAL WETLAND AND
TOTAL EXCAVATION / FILL
0.216
0.088
595.8
189.9
EASEMENT
DRAINAGE
EXISTING PERMANENT
FDOT STANDARD SPECIFICATION 530.
NEW RIPRAP SHALL BE DITCH LINING TYPE PER 5.
PIPES TO PROTECT ENTRANCE.
POSSIBLE OTTER DENS. INSTALL 8" - 12" PVC 4.
DISTURBED AREAS WITH BAHIA GRASS.
SOD AREAS OF VMAX C350® AND ALL OTHER 3.
FOR DETAILS.
APPROX STA 48+60 TO CULVERT. SEE SHEET 16
WITH VMAX C350®, OR APPROVED EQUAL.
LINE THE DITCH'S SIDE SLOPES AND BOTTOM 2.
RECONSTRUCTION.
REMOVE RIPRAP WITHIN AREA OF DITCH 1.
NOTES:
A MALONE
0 5 10 15 20 25 30-5-10-15-20-25-30
0+50
0 5 10 15 20 25 30-5-10-15-20-25-30
1+00
0 5 10 15 20 25 30-5-10-15-20-25-30
1+50
0 5 10 15 20 25 30-5-10-15-20-25-30
2+00
0 5 10 15 20 25 30-5-10-15-20-25-30
3+50
0 5 10 15 20 25 30-5-10-15-20-25-30
6+00
0 5 10 15 20 25 30-5-10-15-20-25-30
9+00
0 5 10 15 20 25 30-5-10-15-20-25-30
9+50
0 5 10 15 20 25 30-5-10-15-20-25-30
10+00
0 5 10 15 20 25 30-5-10-15-20-25-30
10+50
0 5 10 15 20 25 30-5-10-15-20-25-30
11+00
0 5 10 15 20 25 30-5-10-15-20-25-30
11+50
0 5 10 15 20 25 30-5-10-15-20-25-30
12+00
0 5 10 15 20 25 30-5-10-15-20-25-30
12+50
50 50
50 50
50 50
50 50
50 50
50 50
50 50
50 50
50 50
TO WHITEBRIDGE DRIVE
FROM OAK VIEW DRIVE
CHANNEL R DITCH MAINTENANCE
BASIN…
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