07-29-16-00000-430-000007-29-16-00000-430-0000

-2

9-

-8

-0

-0

-2

9-

-0

-2

-0

-2

9-

-8

-0

-0

-2

9-

-0

-2

-0

Parks & Recreation Department

EDGEWATER DRIVE PARK

100 S. Myrtle Avenue, Clearwater, Florida 33756

1925 EDGEWATER DR,

CLEARWATER, FL 33755

5755 Rio Vista Drive Clearwater, FL 33760 T 727.536.8772 Florida COA: 7819

PREPARED BY:

PENNONI ASSOCIATES INC.

CITY OFFICIALS

Bruce Rector Mayor Ryan Cotton Councilmember Mike Mannino Councilmember David Allbritton Councilmember Lina Teixeira Councilmember Jennifer Poirrier City Manager

Project Location

N

S

EW

THIS PROJECT MEETS

CLEARWATER GREENPRINT

2.0 GUIDELINES RENOVATIONS

SHEET # SHEET DESCRIPTION

SHEET INDEX

City Project No. 25-0019 PR City Plan Set No. 2025009

1 COVER SHEET

2 EXISTING CONDITIONS PLAN (1)

3 EXISTING CONDITIONS PLAN (2)

4 EXISTING CONDITIONS PLAN (3)

5 DEMOLITION & EROSION CONTROL PLAN (1)

6 DEMOLITION & EROSION CONTROL PLAN (2)

7 DEMOLITION & EROSION CONTROL PLAN (3)

8 EROSION CONTROL NOTES & DETAILS

9 SITE PLAN (1)

10 SITE PLAN (2)

11 SITE PLAN (3)

12 TRAFFIC PLAN

13 GRADING PLAN (1)

14 GRADING PLAN (2)

15 GRADING PLAN (3)

16 TREE INVENTORY PLAN (1)

17 TREE INVENTORY PLAN (2)

18 TREE INVENTORY PLAN (3)

19 TREE INVENTORY REPORT

20 LANDSCAPE PLAN

21 CONSTRUCTION DETAILS (CITY)

22 CONSTRUCTION DETAILS (FDOT)

23 LANDSCAPE DETAILS AND NOTES

24 PARK AMENITY DETAILS (1)

25 PARK AMENITY DETAILS (2)

JURISDICTIONAL PERMITS

CITY OF CLEARWATER:

SWFWMD: ERP EXEMPTION #913687 (APPROVED)

FDOT ACCESS CONNECTION PERMIT: 2025-A-799-00045

FDOT DRAINAGE CONNECTION PERMIT: 2025-D-799-00053

FDOT PROJECT IDENTIFICATION INFORMATION:

STATE ROAD ID 15020000

STATE ROAD NO. 595

US HWY NO. A 19

LOCAL ROAD NAME EDGEWATER DRIVE

COUNTY PINELLAS

ROADWAY SECTION NO. 15020000

ROADWAY ACCESS CLASSIFICATION NO. 5

MILE POST NO. 1.561 TO 2.065

POSTED SPEED 35 MPH

Tara L. Kivett, P.E.

City Engineer

Approved For Construction

Date Approved CITY ENGINEER Tara L. Kivett, P.E. #86611

30" UPROOTED

14"13"

34"

10" UPROOTED

10" STUMP

30"

24"

10"

32"

18"

10"12" 10"

10" 10" 8"

TOB

BOB

PLANTER

AREA

EDGEWATER DRIVE

PARK SIGN

8" CURB

8" C

U R

B

MANGROVE

AREA

EDGE OF

MANGROVE

EDGE OF

MANGROVE

EDGEWATER DRIVE

SR 595 (U.S. ALT 19)

CLEARWATER HARBOR

EDGE OF WATER

EL. 0.1'

(AS OF 11-13-2024)

EDGE OF WATER

EL. 0.1'

(AS OF 11-13-2024)

EDGE OF

RIP RAP

WELCOME SIGN

WATER

FOUNTAIN

BENCH(TYP)

TRAFFIC SIGNAL POLE

2' CURB & GUTTER

BENCH

TRASH BIN

HAND RAIL

CONC WALKWAY

CONC WALKWAY

TRASH BIN

(TYP)

CONC APRON WOOD BOLLARD (TYP)

EDGE OF

RIP RAP

BARRIER WALL

BRIDGE

PEDESTRIAN

CROSSING SIGNAL

ASPHALT

PARKING

TBM #51000

FND 4"X4" CONCRETE

MONUMENT "15-17-B02"

EL. 5.85

NORTHING: 1330424.52

EASTING: 399385.22

TBM #51002

FND N&D STAMPED

"PENNONI TRAV PNT"

EL. 7.11

NORTHING: 1330233.80

EASTING: 399329.43

TBM #51001

FND N&D STAMPED

"PENNONI TRAV PNT"

EL. 6.62

NORTHING: 1330078.55

EASTING: 399370.55

ENVIRONMENTAL SIGN

TRASH BIN

(TYP)

NO PARKING SIGN

ADA SIGN

NO PARKING SIGN

PARK INFORMATION SIGNS

BOTTOM OF BANK

TOP OF BANK

DOG WASTE

BAG HOLDER

'NO VEHICLES

BEYONG THIS

POINT' SIGN

'NO PARKING

ON ROW' SIGN

ROW LINE

ROW LINE

MEAN HIGH WATER LINE

(EL 0.74)

SEE SURVEY NOTE #5

FLOOD ZONE

AE (EL 10)

FLOOD ZONE

AE (EL 10)

FLOOD ZONE

VE (EL 13)

FLOOD ZONE

VE (EL 13)

1846 GLO Meander Line per R/W Map

FLOOD ZONE LINE (TYP)

SEE FLOOD ZONE

INFORMATION NOTE

S

°4

1'

" W (D

S

°0

1'

" E (F

.3 4'

(F

S 06°40'00" W 294.40' (D) 295.50' (F)

POINT OF BEGINNING

(OR 5376, PG 451)

POINT "A"

(OR 5376, PG 451)

S 84°41'19" W 35.00' (D)

S 05°18'41" W' (D)

NORTHERLY (D)

S 06°40'00" W (D) 3.20' (D)

S 05°18'41" W (D) 27.00' (D)

NE CORNER LOT 1

SUNSET POINT (PB 4, PG 56)

S 89°56'59" W (D) 13.07' (D)

NO CORNER

FOUND OR SET

DUE TO MANGROVES

LIMIT OF MODERATE

WAVE ACTION

SAN MH

RIM EL. 8.24

SAN MH

RIM EL. 6.39

CURB INLET

EOP EL. 6.06

RECLAIMED

WATER METER

BACKFLOW

PREVENTER

SERVICE PANEL

22"

23"

8" SS

8" S S

8" S

S

8" SS

" R

CP

5.99 5.85

6.55 6.56

6.43

7.128.15 7.51 6.82

5.

6.97.9 7.2

7.19

3.25

6.08 7.18

7.81

7.78 7.25

3.26

3.26 3.22

6.

3.2

2.0

5.5

4.5

1.9

6.7

5.3

4.7

2.5

1.3

1.3 4.

3.8

1.4 1.5

2.8

3.0

1.5

6.12 6.59

6.36

6.

6.7

6.49

6.13

5.97 6.15 6.20 6.26

6.32 6.766.74

6.46

6.60

6.65

5.2

4.3

4.4

2.3

1.2

6.68 6.36

7.0

6.0

5.7

5.1

1.2

6.49

7.0

6.70

6.2

5.5

4.3

3.6

1.0

6.67

7.2

6.99

6.80

6.2

5.7

4.8

4.0

0.7

6.94

7.4

7.00 6.95 6.88

6.81

6.51

6.94 6.90

7.11

7.26

6.31 6.11

6.09

6.39

6.48 6.78

6.7

6.

6.

8 7.

7.7

7.

7.14

5.1

4.1

3.6

0.8

4.9

6.4

6.4

5.0

5.4 4.9

4.1

6.13

7.70

7.74

7.96 7.92 7.88 7.84

8.1

7.257.20

7.9

7.577.23 7.06

7.427.507.46 7.64

7.44

7.407.40

7.477.57

7.32 7.51

7.18 7.11

6.7

7.19 7.24

6.

7.43

7.50

7.32 7.317.35

7.45

7.46

7.56 7.45

7.43

7.37

7.14

7.3

7.006.91 6.626.54

6.89 7.12

7.07

6.97 6.90

7.08

7.10 7.07

6.92

7.02

7.16 6.99

6.88 7.02

7.15

7.11 7.027.05

6.95 6.80

7.4

7.5

7.3

7.11

6.95

7.7

8.0

7.8

6.64

7.0

7.4

6.8

6.61

6.47

6.66 6.58

6.42

7.30

5.9

1.5

6.3

6.5

1.6 1.4

7.3

7.1

6.3

5.8

1.8

7.31

6.48

6.8 6.5

6.32 6.226.25

6.136.21 6.30

6.3

6.30

6.1 5.99

5.91

7.0 6.3

5.7

6.

1.9

6.02

6.4

5.82

5.72

5.78 5.87

5.82

5.75

5.9

5.8

1.6

5.90

6.1

5.68

5.58

1.9

5.96 6.37

6.4

5.85

5.78

5.61 5.99

5.4

5.19

5.08

5.0

5.10

5.67

5.96 5.90

5.03

675+00 676+00 677+00 678+00 679+00 680+00

FDOT RIGHT-OF-WAY CONTROL SURVEY

STATE PROJECT NUMBER 15020-1546

SEGMENT 257103-1-32-01

BASELINE OF SURVEY

(R/W WIDTH VARIES)

RIGHT-OF-WAY LINE (TYP.)

BOB

TOB

0.00

RIGHT-OF-WAY

LOT LINE

EDGE OF WATER

EXISTING CURB

EXISTING EDGE OF PAVEMENT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING SPOT ELEVATION

EXISTING TREE LINE

EXISTING WOODEN BOLLARD

EXISTING SIGN

EXISTING LEGEND

FLOOD PLAIN

EXISTING SIDEWALK / CONCRETE

EXISTING ASPHALT PAVEMENT

RIP RAP

BARRIER WALL

EDGE OF MANGROVE

BOTTOM OF BANK

TOP OF BANK

EXISTING TRAFFIC EQUIPMENT

LIMIT OF MODERATE WAVE ACTION

PROPERTY LINE

CANARY ISLAND DATE PALM

EXISTING TREE LEGEND

LIVE OAK

PAUROTIS PALM

QUEEN PALM

RECLINATA PALM

SABAL PALM

SAND LIVE OAK

TRIANGLE PALM

SLASH PINE

WASHINGTONIA PALM

U:

\A cc ou nt s\C

LW

RC

\C

LW

RC

- E dg ew at er P ar k N ew P ier a nd P ar kin g\

DE

SI

GN

SH

EE

TS

\C S0

1.

dw g

PL

OT

TE

D:

6/

1/

:3

AM,

B

Y:

Br ian D en nin gt on

ST

YL

E:

Pe nn on i N

CS

.st b

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

OF

CITY OF CLEARWATER, FLORIDA

PARKS AND RECREATION

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

CLWRC24004

03/14/2025 AT&AA

JS

N/A

1:20

5755 Rio Vista Drive Clearwater, FL 33760 T 727.536.8772 Florida COA: 7819

PREPARED BY:

PENNONI ASSOCIATES INC.

EDGEWATER DRIVE PARK RENOVATIONS

1925 EDGEWATER DR, CLEARWATER FL 33755

EXISTING CONDITIONS PLAN (1)

FLOOD ZONE INFORMATION:

THE PROPERTY SHOWN HEREIN LIES IN ZONES "AE (EL 10)", "AE (EL 11)", "VE (EL 11)", AND "VE (EL 13)", AS SHOWN ON FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 125096 0106 J, EFFECTIVE AUGUST 24, 2021, IN PINELLAS COUNTY, FLORIDA, AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY.THE LIMITS OF FLOOD ZONE AND LIMIT OF MODERATE WAVE ACTION AS SHOWN ARE SCALED FROM THIS MAP AND ARE APPROXIMATE ONLY.

NORTH

00 20' 40'

Know what's below.

before you dig.Call

R

TICKET NUMBER(S): 072504506

M

AT

C H

L

IN

E (S

EE

S

H

EE

T 3)

SITE COVERAGE BREAKDOWN (EXISTING)

PROJECT AREA: 117,626 SF (2.70 AC)

IMPERVIOUS AREA:

VUA (DRIVE AISLE/PARKING): 3,940 SF

CURB/SIDEWALK/ETC.: 17,910 SF

TOTAL = 21,850 SF (0.19)

PERVIOUS AREA:

LAWN/OPEN: 95,776 SF (0.81)

GENERAL NOTES:

1. BOUNDARY AND TOPOGRAPHICAL INFORMATION OBTAINED FROM FIELD SURVEY PERFORMED BY PENNONI

ASSOCIATES, INC.

2. LOCATIONS OF ON AND OFF SITE UTILITIES AS SHOWN ARE APPROXIMATE AND MAY OR MAY NOT BE COMPLETE.

THE NATURE AND EXACT LOCATION OF EXISTING UTILITIES SHOULD BE VERIFIED PRIOR TO INITIATING ANY

ACTIVITY THAT MAY AFFECT THEIR USE OR LOCATION.

3. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM EXISTING UTILITY RECORDS AVAILABLE AT THE TIME THESE PLANS WERE PREPARED AND FROM SURFACE OBSERVATION OF THE SITE. COMPLETENESS OR ACCURACY OF LOCATION AND DEPTH OF UNDERGROUND

UTILITIES AND STRUCTURES IS NOT GUARANTEED.

4. IN ACCORDANCE WITH "UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT" FLORIDA STATUTES, CHAPTER 556. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES WITHIN THE WORK AREA VIA THE SUNSHINE ONE CALL SYSTEM, INC. (800-432-4770) A MINIMUM OF 2 WORKING DAYS BEFORE THE START OF EXCAVATION.

5. THE CONTRACTOR SHALL VERIFY LOCATIONS AND DEPTHS OF ALL UNDERGROUND UTILITIES AND STRUCTURES

BEFORE THE START OF WORK.

SURVEY NOTES:

1. BEARINGS BASED ON THE STATE OF FLORIDA, STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF

1983 (NAD 83), ADJUSTMENT 1990, WEST ZONE, THE EAST LINE OF WATER LOTS 1B AND 2B, LAJOLLA, AS RECORDED IN PLAT BOOK 10, PAGE 76, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, BEING NORTH 14°26'54" EAST, PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP PROJECT NO 257103-1-32-01.

2. HORIZONTAL COORDINATES AND BEARINGS ARE IN US SURVEY FEET AND ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, WEST ZONE 0902, NORTH AMERICAN DATUM OF 1983, ADJUSTMENT OF 2011

(NAD83/11).

3. ELEVATIONS BASED ON FLORIDA DEPARTMENT OF TRANSPORTATION BENCH MARK NUMBER 15-17-B03, ELEVATION 4.166 FEET, AND BENCH MARK NUMBER 15-17-B02, ELEVATION 5.847 FEET, NORTH AMERICAN

VERTICAL DATUM 1988 (NAVD 88).

4. TREE SIZES AS NOTED ARE DIAMETER AT BREAST HEIGHT (DBH) WHICH IS THE TREE TRUNK DIAMETER AS

MEASURED APPROXIMATELY 4.5 FEET ABOVE THE GROUND.

5. MEAN HIGH WATER LINE ESTABLISHED FROM TIDAL WATER SURVEY FORM APPROVED BY THE FLORIDA

DEPARTMENT OF ENVIRONMENTAL PROTECTION DATED 03/31/2025, ELEVATION 0.74 FEET.

6. THE ( ) SYMBOL INDICATES A SET 5/8” IRON AND CAP STAMPED "PENNONI LB 8126"; THE ( ) SYMBOL INDICATES

A SET/FOUND NAIL & DISK BOTH STAMPED "PENNONI LB 8126" UNLESS OTHERWISE NOTED.

LEGAL DESCRIPTION:

Parcel 03-29-15-88092-000-0011 (Official Records Book 5376, Page 451):

A portion of Lot 1, Sunset Point, as recorded in Plat Book 4, Page 56, Public Records of Pinellas County, Florid, and being further described as: From the Northeast corner of said Lot 1, run S.89°59'59”W., 13.07 feet along the North line of Lot 1;

thence S.06°40'00”W., 294.90 feet to the POINT OF BEGINNING; thence S.84°41'19”W., to the mean high water line and Point “A”; thence return to the Point of Beginning; thence S.06°40'00”W., 3.20 feet; thence S.05°18'41”W., 27.00 feet; thence S.84°41'19”W., 35.00 feet; thence S.05'18”41”W., to the mean high water line; thence Northerly along the mean high water line to Point “A”.

TOGETHER WITH

Parcel 03-29-88092-000-0010 (Official Records Book 5170, Page 1195):

Lot 1, SUNSET POINT, A RE-PLAT, according to the map or plat thereof, as recorded in Plat Book 4, page 56, Public Records of Pinellas County, Florida. Together with any and all riparian rights, if any.

TOGETHER WITH

Parcel 03-29-15-00000-230-0200 (Official Records Book 5292, Page 2156):

LANO lying to the West of Edgewater Drive, bounded on the North by a project ion of the Northern line of said Sunnydale Sub. to the high water mark of Clearwater Harbor, on the South by a projection of the Southerly line of said Sunnydale Sub. to the high water mark of Clearwater Harbor, on the east of the centerline of Edgewater Drive, and on the west by the high water mark of Clearwater Harbor.

ANO ALSO: The undivided total interest in the submerged land described as follows: Beginning at the Southeast corner of the Southeast one-quarter of the Northwest one-quarter of Section 3, Township 29 South, Range 15 East, hence North 89°12'38” West along the East centerline 663.2 feet; hence North 0°12'04” West 662.5 feet***to the southerly boundary of Floridena Sub. as recorded in Plat Book 9, page 34; hence North 89°12'38” west along Southerly boundary 1829.1 feet to high water mark to P.O.B.; hence North 89° 12'38” West 844.38 feet; hence South 0°47'22” west 333.8 feet; hence South 89°12'38" East

721.58 feet along the Westerly extension of North line of Sunset Point Sub. as recorded in Plat Book 4, page 56, Public Records of Pinellas County, Florida, to high water mark of Clearwater Harbor; hence North 20°59'14” East along high water mark 355.67 feet to the P.0.8.

TOGETHER WITH

Parcel 03-29-15-00000-230-0100 (Official Records Book 4431, Page 3):

From NE cor of NW 1/4 of sec 3 run S 1188 ft th W 2289.7 ft to average high water line of Clearwater Bay for POB, th W 650 ft to E side of channel th SW' ly along E side of channel 344.9 ft th E 650 ft to SW cor of Peale Realty Co's property th NE'ly along average high water line to POB. Sections 3 and 4, TP 29 R. 15 Public Records of Pinellas County, Florida, and also described as follows:

ALL LAND, SUBMERGED LAND AND RIPARIAN RIGHTS which lies West of a Straight line beginning at the Northwest corner of Block “A”, according to the corrected plat of Peal Park Subdivision, as recorded in Plat Book Twelve on page seventeen of the Public Records of Pinellas County, Florida; and extending Southwesterly to the Southwest corner of Block "B” of said Plat; and between Westwardly projections of the North and South Boundaries of the tract of land defined as “Peale Park" in this Plat, extended to intersection with the line of navigable water in Clearwater Bay, SUBJECT HOWEVER to the right-of-way of a Public Thoroughfare variously known as North Ft. Harrison Avenue”, "Edgewater Ave.", “Alt. U.S. 19", etc., which occupies a part of the area described foregoing along its entire Easterly boundary.

TOGETHER WITH

03-29-15-47430-002-0001 (Prepared by Surveyor):

Water Lots 1B and Lot 2B, Block B, LA JOLLA, as recorded in Plat Book 10, Page 76 of the Public Records of Pinellas County, Florida.

TOGETHER WITH

Parcel 03-29-15-47430-001-0001 (Official Records Book 3023, Page 13):

Lots 1A and 2A, Block A, LaJolla Subdivision, according to the map or plat thereof recorded in Plat Book 10, page 76 of the Public Records of Pinellas County, Florida, together with that certain real property described in Internal Improvement Deed No. 1332431, containing .54 acre, more or less.

TOGETHER WITH

Parcel 03-29-15-00000-220-0600 (Official Records Book 3809, Page 295):

That part of the following description being between centerline of Edgewater Drive and 100 feet West of Centerline of Edgewater Drive (Alternate U.S.19) :

Begin at highwater mark on Clearwater Bay at a point 773 feet South of North line of Section 3, Township 29 South, Range 16 Fast, and extend East 373 feet; thence run South 06 ° West 83'; thence run West 355 feet to high water mark, thence North along said high water mark to POINT OF BEGINNING.

TOGETHER WITH

Parcel 03-29-15-41004-000-0031 (Prepared by Surveyor):

That part of Government Lot 1 in Section 3, Township 29 South, Range 15 East, Pinellas County, Florida, lying between the mean high water line of Clearwater Harbor and the Westerly Right of Way line of State Road 595 (U.S. Alternate 19), bounded on the South by the Westerly extension of the Southerly boundary of Lot 3, HOMEWATERS SUBDIVISION, as recorded in Plat Book 33, Page 22 of the Public Records of Pinellas County, Florida, and bounded on the North by the Westerly extension of the Northerly boundary of Lot 4, of said HOMEWATERS SUBDIVISION.

TOGETHER WITH

Parcel 03-29-15-00000-220-0500 (Official Records Book 3313, Page 393):

A strip of land between Edgewater Drive and Clearwater Bay lying West of the following described property: Begin at the SW corner of intersection of Marine Avenue and Anchorage Way at a point 14 feet 6 inches North of P. R. M. and run West 144 feet 8 inches to P.O.B.; thence run West 311feet more or less to Edgewater Drive; thence run South 129 feet to iron stake; thence Run East 312 feet more or less to a point South of P.O.B.;

thence run North to P.O.B.

TOGETHER WITH

Parcel 03-29-15-73458-000-0011 (Prepared by Surveyor based on Official Records Book 8658, Page 225):

Those portions of Lots 1, 2 and 3 of RAINBOW'S END SUBDIVISION, lying Westerly of the East Right of Way line of Edgewater Drive, also known as Alternate U.S. 19, according to the map or plat thereof as recorded in Plat Book 9, Page 138 of the Public Records of Pinellas County, Florida.

and

That part of Government Lot 1 in Section 3, Township 29 South, Range 15 East, Pinellas County, Florida, lying between the mean high water line of Clearwater Harbor and the Westerly Right of Way line of State Road 595 (U.S. Alternate 19), bounded on the South by the Northerly boundary of said Lot 3 of RAINBOW'S END SUBDIVISION, and on the North by the North line of said Section 3.

Also:

All of the right, title and interest of the Granters in and to all submerged land that does or might lie Westerly of said lands, all in Section 3, Township 29 south, Range 15 East, LESS portions conveyed to the City of Clearwater by deed recorded in O. R.

Book 4007, Page 838 of the Public Records of Pinellas County, Florida.

Note: All of the above recording information refers to the Public Records of Pinellas County, Florida.

REVISED PER FDOT COMMENTS BD 01/08/26

PINELLAS COUNTY VULNERABILITY ASSESSMENT (REGULATORY ELEVATIONS):

· VE, CAE, AE

· VE 14.2' - 14.4'; NAVD 88

· CAZ 14.1' - 14.4'; NAVD 88

- WORK IS NOT PROPOSED SEAWARD OF THE VE ZONE.

- PORTIONS OF THE PROJECT ARE SEAWARD OF THE LIMIT OF MODERATE WAVE ACTION

(LIMWA) BOUNDARY.

REVISED PER CITY COMMENTS BD 05/18/26

10"

16"

12" 12"

10"

CONC SIDEWALK

MEAN HIGH WATER LINE

(EL 0.74)

SEE SURVEY NOTE #5

EDGE OF RIP RAP

EDGE OF

RIP RAP

EDGE OF

MANGROVE

FLOOD ZONE

AE (EL 10)

FLOOD ZONE

AE (EL 10)

FLOOD ZONE

VE (EL 13)

1846 GLO Meander Line per R/W Map

PAUROTIS PALM

CLUSTER

FLOOD ZONE LINE (TYP)

SEE FLOOD ZONE

INFORMATION NOTE

LIMIT OF MODERATE

WAVE ACTION

TRASH BIN

SAN MH

RIM EL. 5.34

SAN MH

RIM EL. 5.89

SAN MH

RIM EL. 6.32

SAN MH

RIM EL. 5.65

BENCH

BENCH

EDGEWATER DRIVESR 595 (U.S. ALT 19)

SEDEEVA

STREET

72' R/W (P)

8" SS

8" SS

8" SS

8" SS15

" R

C P

INV ELEV

-0.09

5.10

5.96 5.90

5.03

5.23 5.61

5.4

5.28

5.20

5.5

5.1 4.6

4.6

5.48

5.37

4.70

4.68

3.76

4.38

4.62

5.23

5.30

5.50

5.53 5.53

5.585.59

5.53

5.05

5.2

5.21

5.104.2

4.3

4.6

5.19 5.56

5.1

5.42

5.54

5.0

5.5

5.41 5.70

5.7

5.83

5.98

5.8

6.00

5.89 5.96

6.03 6.05

5.95

6.09

5.97

6.20

6.32

6.15

6.33

6.33

5.81 6.10

5.9

6.2

5.866.18

6.0

6.166.13 6.11

6.26

6.22 6.20

6.3

6.23 6.32

6.23

6.016.34

6.3

6.33

6.28

5.9

6.27

6.21

5.99 6.39

6.2

6.20

6.215.8

6.22

6.32

6.0

6.026.47

6.3

6.116.47

6.2

6.26

6.20 6.16

6.19 6.14

6.13

5.5

6.17

6.01

6.09

5.96 5.98

681+00 682+00

683+00

684+00

685+00

686+00

PC

: 6

+9

9.

PT

: 6

+1

7.

FDOT RIGHT-OF-WAY CONTROL SURVEY

STATE PROJECT NUMBER 15020-1546

SEGMENT 257103-1-32-01

BASELINE OF SURVEY

(R/W WIDTH VARIES)

RIGHT-OF-WAY LINE (TYP.)

8"

8" 8"

10"

8"

8"

22"

(2) 14" 12" 8"

CONC SIDEWALK

CONC SIDEWALK

MEAN HIGH WATER LINE

(EL 0.74)

SEE SURVEY NOTE #5

EDGE OF

RIP RAP

EDGE OF

MANGROVE

FLOOD ZONE

VE (EL 11)

FLOOD ZONE

AE (EL 11)

FLOOD ZONE

AE (EL 10)

FLOOD ZONE

VE (EL 13)

20.9'

RECLINATA PALM

CLUSTER

FLOOD ZONE LINE (TYP)

SEE FLOOD ZONE

INFORMATION NOTE

LIMIT OF MODERATE

WAVE ACTION

TRASH BIN

SAN MH

RIM EL. 5.13

SAN MH

RIM EL. 6.19

BENCH

CHARLES

STREET

60' R/W (P)

EDGEWATER DRIVESR 595 (U.S. ALT 19)

RRFB

BENCH

DOG WASTE BAG DISPENSER

GRANADA

STREET

R/W VARIES (P)

31"

8" SS

8" SS

"X

" E

R C

P

"X

" E R

C P

TOP OF CURB INLET 3.66

NW INV ELEV -0.57

SE INV ELEV -0.52

INV ELEV 0.20

6.09

5.96 5.98 6.13

6.00 5.89 5.90

6.01

5.97 5.82 5.93 5.68

5.71

5.886.28

5.9

5.6

5.

(E O

P-

TY

P) 5.

(B

O C

-T

YP

5.7

5.55

5.41 4.9

5.52 5.59

5.54

5.42 5.39

5.

(E O

P-

TY

P) 5.

(B

O C

-T

YP

5.2

5.32

5.20

4.6

5.33

5.19

4.6 4.2

5.18

5.24

4.5 4.7

4.95 5.31

5.01

5.05

4.8

4.5

4.96

4.3

4.534.89

4.6

4.63

4.60

4.1

4.17 4.51

4.1

4.30

4.24 4.09

4.16 4.02

3.97 4.08

4.20 4.22

4.10

3.9

4.13

4.114.27 4.194.17

4.16 4.124.16

3.84 4.19

4.3

4.13

3.8

3.60 3.92

4.2

4.01

4.06

3.4

3.92

3.89

3.52 3.473.56

3.95

3.88 4.10

4.24

4.04 3.96

4.06 4.03 4.08

3.92 3.89

4.27

3.49 3.77

3.9

3.94

3.95

3.5

3.38 3.70

3.8

3.54

3.50

3.5

3.753.76 3.573.31

4.1

3.81

3.80

3.3 3.3 3.1

687+00

688+00

689+00

690+00

691+00

692+00

PC

: 6

+3

8.

FDOT RIGHT-OF-WAY CONTROL SURVEY

STATE PROJECT NUMBER 15020-1546

SEGMENT 257103-1-32-01

BASELINE OF SURVEY

(R/W WIDTH VARIES)

RIGHT-OF-WAY LINE (TYP.)

U:

\A cc ou nt s\C

LW

RC

\C

LW

RC

- E dg ew at er P ar k N ew P ier a nd P ar kin g\

DE

SI

GN

SH

EE

TS

\C S0

1.

TE

D:

6/

1/

:3

AM,

B

Y:

Br ian D en nin

ST

YL

E:

Pe nn on i N

CS

.st b

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

OF

CITY OF CLEARWATER, FLORIDA

PARKS AND RECREATION

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

CLWRC24004

03/14/2025 AT&AA

JS

N/A

1:20

5755 Rio Vista Drive Clearwater, FL 33760 T 727.536.8772 Florida COA: 7819

PREPARED BY:

PENNONI ASSOCIATES INC.

EDGEWATER DRIVE PARK RENOVATIONS

1925 EDGEWATER DR, CLEARWATER FL 33755

EXISTING CONDITIONS PLAN (2)

NORTH

00 20' 40'

Know what's below.

before you dig.Call

R

TICKET NUMBER(S): 072504506

M

AT

C H

L

IN

E (S

EE

T

H

IS

S H

EE

T)

M

AT

C H

L

IN

E (S

EE

S

H

EE

T 2)

M

AT

C H

L

IN

E (S

EE

T

H

IS

S H

EE

T)

M

AT

C H

L

IN

E (S

EE

S

H

EE

T 4)

REVISED PER FDOT COMMENTS BD 01/08/26

12"

14"

10" 12" 14" (2) 12"

12" 10"

14" 14"

8" 10"

10" 10"

16"

12"

12"

32" 14"

10" 12"

CONC SIDEWALK

MEAN HIGH WATER LINE

(EL 0.74)

SEE SURVEY NOTE #5

EDGE OF

RIP RAP

EDGE OF

RIP RAP

EDGE OF

MANGROVE

FLOOD ZONE

VE (EL 11)

FLOOD ZONE

VE (EL 13)

FLOOD ZONE

AE (EL 10)

FLOOD ZONE

AE (EL 11)

LIMIT OF MODERATE

WAVE ACTION

14.2'

22.4'

1846 GLO Meander Line per R/W Map

EDGEWATER DRIVE

SR 595 (U.S. ALT 19)

BENCH

RRFB

BENCH

22" 12"

"X

ER

C

P

INV ELEV 0.20

3.76 3.573.31

4.1

3.81

3.80

3.3 3.1

3.44 3.63

3.9

4.11

4.06

3.4

3.75 4.03

4.3

3.87 4.03 4.29

4.09 4.13 4.19

4.20

4.17 4.10 4.08 4.12

3.4

4.03 4.40

4.4

4.28

4.15

3.8

4.

(E O

P-

TY

P) 4.

(B

O C

-T

YP

4.8

4.66

4.58 4.69

4.74

4.1

4.67 4.96

5.4

5.03

4.91

4.6

5.

(E O

P-

TY

P) 5.

(B

O C

-T

YP

5.7

5.61

5.495.47 5.445.53

5.665.74

5.0 4.8 4.8

5.2

6.18

6.21 6.58

6.73 6.58

6.48

6.07 6.37

6.6

5.9 6.0

6.65

6.44

6.606.69

6.52 6.20

7.01

6.16 6.21

6.70

6.92

6.92 7.00

7.04

6.39 6.63

7.0

7.10

7.20

5.9

7.18

6.97

6.71 7.00

7.5

7.20

6.77

6.4 7.01

7.45 7.43

7.37

7.43

693+00 694+00

695+00

696+00

697+00

698+00

PT

: 6

+8

7.

FDOT RIGHT-OF-WAY CONTROL SURVEY

STATE PROJECT NUMBER 15020-1546

SEGMENT 257103-1-32-01

BASELINE OF SURVEY

(R/W WIDTH VARIES)RIGHT-OF-WAY LINE (TYP.)

14"

10" 12"

10"

36"

16"

6" SPLIT

6" SPLIT

14"14"

26"

22"CONC SIDEWALK

MEAN HIGH WATER LINE

(EL 0.74)

SEE SURVEY NOTE #5

EDGE OF

RIP RAP

EDGE OF

MANGROVE

FLOOD ZONE

VE (EL 13)

FLOOD ZONE

AE (EL 10)

20.9'

18.3'

LIMIT OF MODERATE

WAVE ACTION

TRASH CAN

17.9'

18.8'

1846 GLO Meander Line per R/W Map

FLOOD ZONE LINE (TYP)

SEE FLOOD ZONE

INFORMATION NOTE

N O

R

TH

LIN

E O

F SEC

TIO

N 3, TO

W

N

SH

IP 29 SO

U

TH

, R

AN

G

E 15 EAST

MARINE

STREET

R/W VARIES

U N

IO

N

STR

EET

R

AIN

BO

W

BO

U

LEVAR

D

(P)

30' H

ALF R

/W

EDGEWATER DRIVE

SR 595 (U.S. ALT 19)

DOG WASTE BAG

DISPENSER

TRASH

CAN BENCH

MONUMENT SIGN

IRRIGATION TIMER

RECLAIMED WATER METER

LANDSCAPE AREA

WITH SHELL

" R

C P

INV ELEV 0.72

7.43 7.37

7.43

6.99

7.06 7.28

7.4

7.23

6.99

6.7

7.39 7.56

7.6

7.31

7.09

6.0

7.01

7.40

7.31 7.60

7.9

7.27

6.83

7.56

7.32

7.61

7.32

6.2 6.3

7.25 7.53

7.32 7.46

7.57

7.8

7.61

7.39

6.4

8.02

8.1 7.71

7.62

6.7

7.96 8.42

8.1

7.60

7.50

6.8

7.73 8.27 8.1

7.68

7.56

6.1

7.

(E O

P-

TY

P) 8.

(B

O C

-T

YP

) 7.5 6.99

6.81

6.2

698+00

699+00

700+00 701+00

702+00

PC

: 7

+2

6.

PT

: 7

+3

2.

FDOT RIGHT-OF-WAY CONTROL SURVEY

STATE PROJECT NUMBER 15020-1546

SEGMENT 257103-1-32-01

BASELINE OF SURVEY

(R/W WIDTH VARIES)

RIGHT-OF-WAY LINE (TYP.)

U:

\A cc ou nt s\C

LW

RC

\C

LW

RC

- E dg ew at er P ar k N ew P ier a nd P ar kin g\

DE

SI

GN

SH

EE

TS

\C S0

1.

TE

D:

6/

1/

:3

AM,

B

Y:

Br ian D en nin

ST

YL

E:

Pe nn on i N

CS

.st b

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

OF

CITY OF CLEARWATER, FLORIDA

PARKS AND RECREATION

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

CLWRC24004

03/14/2025 AT&AA

JS

N/A

1:20

5755 Rio Vista Drive Clearwater, FL 33760 T 727.536.8772 Florida COA: 7819

PREPARED BY:

PENNONI ASSOCIATES INC.

EDGEWATER DRIVE PARK RENOVATIONS

1925 EDGEWATER DR, CLEARWATER FL 33755

EXISTING CONDITIONS PLAN (3)

NORTH

00 20' 40'

M

AT

C H

L

IN

E (S

EE

T

H

IS

S H

EE

T)

M

AT

C H

L

IN

E (S

EE

S

H

EE

T 3)

M

AT

C H

L

IN

E (S

EE

T

H

IS

S H

EE

T)

Know what's below.

before you dig.Call

R

TICKET NUMBER(S): 072504506

BOB

TOB

0.00

RIGHT-OF-WAY

LOT LINE

EDGE OF WATER

EXISTING CURB

EXISTING EDGE OF PAVEMENT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING SPOT ELEVATION

EXISTING TREE LINE

EXISTING WOODEN BOLLARD

EXISTING SIGN

EXISTING LEGEND

FLOOD PLAIN

EXISTING SIDEWALK / CONCRETE

EXISTING ASPHALT PAVEMENT

RIP RAP

BARRIER WALL

EDGE OF MANGROVE

BOTTOM OF BANK

TOP OF BANK

EXISTING TRAFFIC EQUIPMENT

LIMIT OF MODERATE WAVE ACTION

PROPERTY LINE

8" SS

8" S S

8" S

S

8" SS

" R

CP

30" UPROOTED

14"13"

34"

10" UPROOTED

10" STUMP

30"

24"

10"

32"

18"

10"12" 10"

10" 10" 8"

TOB

BOB

PLANTER

AREA

EDGEWATER DRIVE

PARK SIGN

8" CURB

8" C

U R

B

MANGROVE

AREA

EDGE OF

MANGROVE

EDGE OF

MANGROVE

EDGEWATER DRIVE

SR 595 (U.S. ALT 19)

EDGE OF WATER

EL. 0.1'

(AS OF 11-13-2024)

EDGE OF WATER

EL. 0.1'

(AS OF 11-13-2024)

EDGE OF

RIP RAP

WELCOME SIGN

TRAFFIC SIGNAL POLE

2' CURB & GUTTER

HAND RAIL

CONC WALKWAY

CONC WALKWAY

CONC APRON WOOD BOLLARD (TYP)

EDGE OF

RIP RAP

BARRIER WALL

BRIDGE

PEDESTRIAN

CROSSING SIGNAL

ASPHALT

PARKING

ENVIRONMENTAL SIGN

NO PARKING SIGN

ADA SIGN

NO PARKING SIGN

PARK INFORMATION SIGNS

BOTTOM OF BANK

TOP OF BANK

'NO VEHICLES

BEYONG THIS

POINT' SIGN

'NO PARKING

ON ROW' SIGN

ROW LINE

ROW LINE

MEAN HIGH WATER LINE

(EL 0.74)

SEE SURVEY NOTE #5

FLOOD ZONE

AE (EL 10)

FLOOD ZONE

AE (EL 10)

1846 GLO Meander Line per R/W Map

FLOOD ZONE LINE (TYP)

SEE FLOOD ZONE

INFORMATION NOTE

POINT OF BEGINNING

(OR 5376, PG 451)

POINT "A"

(OR 5376, PG 451)

S 84°41'19" W 35.00' (D)

S 05°18'41" W' (D)

NORTHERLY (D)

NE CORNER LOT 1

SUNSET POINT (PB 4, PG 56)

NO CORNER

FOUND OR SET

DUE TO MANGROVES

SAN MH

RIM EL. 8.24

SAN MH

RIM EL. 6.39

CURB INLET

EOP EL. 6.06

RECLAIMED

WATER METER

BACKFLOW

PREVENTER

SERVICE PANEL

22"

23"

EXISTING SIDEWALK TO

BE REMOVED (TYP.)

ASPHALT PARKING,

CONCRETE CURB AND

CONCRETE APRON

TO BE REMOVED PLANTER RING TO BE REMOVED.

CONTRACTOR TO REMOVE AND

DISPOSE OF THE EXISTING

EDGEWATER DRIVE PARK SIGN.

UTILIZE EXISTING DRIVEWAY

APRON FOR TEMPORARY

CONSTRUCTION ACCESS

EXISTING LIGHT POLE

AND APPURTENANCES

TO REMAIN

EXISTING UTILITIES

AND PEDESTRIAN

SIGNAL TO REMAIN

CURB INLET PROTECTION

PER INDEX #604

EXISTING LIGHT POLE AND

APPURTENANCES TO REMAIN

EXISTING UTILITIES

AND APPURTENANCES

TO REMAIN

REMOVE 48LF ± OF EXISTING CURB

(TO BE SAWCUT AT EDGE OF ROADWAY).

REPLACE WITH FDOT DROP CURB AND

CURB TRANSITIONS (SEE SHEET 9).

TEMPORARY EROSION CONTROL

DIVERSION BERM PER INDEX #602

SIGNS TO BE RELOCATED (TYP.)

EXISTING PARK

FURNITURE TO

BE SALVAGED

AND RETURNED

TO OWNER (TYP.)

SIGN TO REMAIN

TREE BARRICADE

PER INDEX #909 (TYP.)

EXISTING PARK FURNITURE TO

BE SALVAGED AND RETURNED

TO OWNER

PROPOSED SILT FENCE

PER INDEX #607

PROJECT LIMITS (TYP.)

TREE TO BE REMOVED (TYP.)

ALL EXISTING UTILITIES WITHIN

RIGHT-OF-WAY TO BE PROTECTED AND

MAINTAINED UNLESS NOTED OTHERWISE

SIGN TO REMAIN

SAW CUT CONCRETE SIDEWALK AT

THE NEAREST EXPANSION JOINT

ADJUST VALVE AS REQUIRED TO

AVOID CONFLICT WITH PROPOSED

CONSTRUCTION FEATURES

SIGN TO BE

RELOCATED

SIGN TO BE

RELOCATED

ADJUST VALVE AS REQUIRED TO

AVOID CONFLICT WITH PROPOSED

CONSTRUCTION FEATURES

SIGN TO BE

RELOCATED

PARKING SIGNS TO

BE RELOCATED (TYP.)

SAW CUT CONCRETE SIDEWALK AT

THE NEAREST EXPANSION JOINT

· DRINKING FOUNTAIN TO BE REMOVED.

· CONTRACTOR SHALL COORDINATE WITH THE CITY TO

VERIFY SALVAGE REQUIREMENTS.

· ALL EXISTING PLUMBING SHALL BE RETAINED,

PROTECTED AND MAINTAINED IN OPERATIONAL

CONDITION.

· CONTRACTOR TO INSTALL NEW DRINKING FOUNTAIN

(MDF 10145 SMSS)(SUPPLIED BY THE CITY).

CONTRACTOR TO REMOVE

DEAD SAND LIVE OAK

RIGHT-OF-WAY LINE (TYP.)

PROPOSED SAW CUT LIMITS

PROPOSED TREE BARRICADE

PROPOSED DOUBLE ROW SILT FENCE

LIMITS OF DEMOLITION

PROPOSED LINEAR DEMO

TREE TO BE REMOVED

CONSTRUCTION ROAD STABILIZATION

PROPOSED INLET PROTECTION

DEMOLITION LEGEND

PROJECT LIMITS

PROPOSED SINGLE ROW SILT FENCE

CANARY ISLAND DATE PALM

EXISTING TREE LEGEND

LIVE OAK

PAUROTIS PALM

QUEEN PALM

RECLINATA PALM

SABAL PALM

SAND LIVE OAK

TRIANGLE PALM

SLASH PINE

WASHINGTONIA PALM

U:

\A cc ou nt s\C

LW

RC

\C

LW

RC

- E dg ew at er P ar k N ew P ier a nd P ar kin g\

DE

SI

GN

SH

EE

TS

\C S0

1.

TE

D:

6/

1/

:3

AM,

B

Y:

Br ian D en nin

ST

YL

E:

Pe nn on i N

CS

.st b

NORTH

00 20' 40'

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

OF

CITY OF CLEARWATER, FLORIDA

PARKS AND RECREATION

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

CLWRC24004

03/14/2025 AT&AA

JS

N/A

1:20

5755 Rio Vista Drive Clearwater, FL 33760 T 727.536.8772 Florida COA: 7819

PREPARED BY:

PENNONI ASSOCIATES INC.

EDGEWATER DRIVE PARK RENOVATIONS

1925 EDGEWATER DR, CLEARWATER FL 33755

DEMOLITION & EROSION CONTROL PLAN (1)

NOTES FOR CITY STAFF AND CONTRACTOR:

1. CITY STAFF SHALL BE RESPONSIBLE FOR DETERMINING IF EXISTING SITE FURNISHINGS (BENCHES, TRASH RECEPTACLES, DOG WASTE STATION, SIGNS, WHEELSTOPS , ETC.) ARE TO BE SALVAGED AND RE-PURPOSED

OR TO BE HAULED AWAY AND DISPOSED.

2. SITE FURNISHINGS IDENTIFIED TO BE SAVED FOR USE AT ANOTHER FACILITY SHALL BE REMOVED AND STOCKPILED IN A SECURE LOCATION ON-SITE UNTIL ARRANGEMENTS ARE MADE FOR THEIR REMOVAL TO AN

OFF-SITE LOCATION.

3. SITE FURNISHINGS IDENTIFIED TO BE SAVED AND RE-PURPOSED SHALL BE REMOVED AND STOCKPILED IN A

SECURE LOCATION ON-SITE UNTIL CONTRACTOR IS READY TO RE-INSTALL.

4. CONTRACTOR AND CITY STAFF SHALL COORDINATE THE REMOVAL AND RELOCATION OF WAYFINDING

SIGNAGE WITHIN RIGHT-OF-WAY.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING CITY STAFF AND SCHEDULING AN ON-SITE MEETING

TO DISCUSS THIS SUBJECT AND OTHERS CONCERNING THIS CONSTRUCTION PROJECT.

DEMOLITION NOTES:

1. SITE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTION OF ALL UTILITIES ON SITE TO BE REMOVED.

2. ALL DEMOLITION TO BE PERFORMED BY A QUALIFIED, LICENSED CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE

LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS. ALL DEBRIS TO BE REMOVED FROM THE SITE AND DISPOSED

OF IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.

3. ALL UTILITIES SHALL BE DISCONNECTED AND REMOVED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND

FEDERAL REGULATIONS.

4. ANY PUBLIC UTILITIES DAMAGED DURING DEMOLITION AND CONSTRUCTION SHALL BE REPAIRED AND/OR REPLACED IN KIND BY THE CONTRACTOR AT HIS OWN EXPENSE. UTILITY REMOVAL SHALL BE IN ACCORDANCE WITH THE

REQUIREMENTS OF THE UTILITY COMPANY.

5. ALL OPENINGS IN STORM SEWER STRUCTURES RESULTING FROM PIPE REMOVAL SHALL BE FILLED WITH SEWER

BRICK AND MORTAR OR REPLACED, AS DIRECTED BY THE CITY ENGINEER.

6. STORMWATER AND SANITARY LINES, STRUCTURES AND APPURTENANCES SHALL BE REMOVED IN THEIR ENTIRETY.

7. ALL EXISTING BUILDING CONCRETE FOUNDATIONS AND FOOTINGS ARE TO BE REMOVED IN THEIR ENTIRETY. ALL SITE

STRUCTURES AND IMPROVEMENTS WITHIN THE LIMIT OF DEMOLITION SHALL BE REMOVED IN THEIR ENTIRETY, INCLUDING FOUNDATIONS UNLESS NOTED OTHERWISE.

8. TREES TO BE REMOVED SHALL INCLUDE REMOVAL AND DISPOSAL OF TREES AND STUMPS.

9. DUST CONTROL - DEMOLITION CONTRACTOR IS RESPONSIBLE FOR WETTING DUST GENERATING DEBRIS FROM TIME

OF FIRST CONTACT UNTIL PLACING INTO APPROPRIATE WASTE OR HAULING CONTAINERS OR TRUCKS. DEBRIS SHALL

NOT BE ALLOWED TO DRY BEFORE REMOVAL FROM SITE.

10. WATER FOR DUST CONTROL - DEMOLITION CONTRACTOR IS RESPONSIBLE FOR PROVIDING WATER TANK / PUMP

TRUCKS IF ON-SITE WATER FLOW OR PRESSURE IS NOT SUFFICIENT FOR OPERATIONS.

11. CONTAMINATED SOIL - IF UNUSUAL STAINS OR ODORS ARE DETECTED IN SOILS, CEASE OPERATIONS AND NOTIFY THE

EHS IMMEDIATELY.

12. ANY EXCAVATION OR IMPACTS TO THE ROOT SYSTEM OF ANY TREE TO REMAIN MAY REQUIRE ROOT PRUNING, EVEN IF

IT IS OUTSIDE OF THE TREE BARRICADE AREA. DO NOT TRENCH UNDER TREES.

13. EROSION CONTROL IS PERFORMANCE BASED. ADDITIONAL EROSION CONTROL MAY BE REQUIRED IF ANYTHING

OTHER THAN CLEAN STORMWATER IS LEAVING THE SITE.

14. A PRE-CONSTRUCTION MEETING SHALL BE SET UP TO DISCUSS THESE AND OTHER ISSUES RESULTING IN THIS CONSTRUCTION PROJECT. THIS SHALL BE COORDINATED THROUGH THE CONSTRUCTION SITE PROJECT MANAGER.

15. FIRE DEPARTMENT ACCESS AND WATER SUPPLY SHALL BE ESTABLISHED BEFORE ANY VERTICAL CONSTRUCTION BEGINS. THE CONNECTION SHALL MEET THE REQUIREMENTS OF NFPA 1 2015 EDITION, CHAPTER 18.

16. CONSTRUCTION SHALL MEET THE REQUIREMENTS OF NFPA 1 2013 EDITION CHAPTER 16 FIRE SPRINKLER PROTECTION. SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS TO INCLUDE BUT NOT BE LIMITED TO COMPLYING WITH NFPA 241, ESTABLISHING A FIRE PROTECTION PLAN, PROVIDING AND MAINTAINING ADEQUATE ESCAPE FACILITIES, PROVIDING AND MAINTAINING FIRE DEPARTMENT ACCESS ROADS THROUGHOUT THE ENTIRE PROJECT, PROVIDING STAIRS, STANDPIPE, AND FIRE SPRINKLER PROTECTION AS THE BUILDING PROGRESSES.

A PRE-CONSTRUCTION MEETING SHALL BE SET UP TO DISCUSS THESE AND OTHER ISSUES RESULTING IN THIS CONSTRUCTION PROJECT. THIS SHALL BE COORDINATED THROUGH THE CONSTRUCTION SITE PROJECT MANAGER.

WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED, THEY SHALL BE INSTALLED, COMPLETED AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA-241.ALL UNDERGROUND FIRE LINES MUST BE INSTALLED PER NFPA-24 2013 EDITION BY A LICENSED CLASS 1, 2, OR 5 FIRE PROTECTION SYSTEM CONTRACTOR WITH

SEPARATE PERMIT AND PLANS.

17. REPLACE SOD IN ALL BARE AREAS IMPACTED BY DEMOLITION/CONSTRUCTION OF OLD SIDEWALKS REMOVED, NEW

SIDEWALKS, NEW PARKING LOT, NEW PIER.

Know what's below.

before you dig.Call

R

TICKET NUMBER(S): 072504506

CITY OF CLEARWATER TREE PROTECTION NOTES (SECTION 3-1205):

1. A PROTECTIVE BARRIER SHALL BE PLACE AROUND ALL PROTECTED TREES PRIOR TO LAND PREPARATION OR

CONSTRUCTION ACTIVITIES ACCORDING TO THE FOLLOWING:

A. AT OR GREATER THAN THE FULL DRIPLINE OF ALL SPECIES OF MANGROVES AND SABAL PALM TREES;

B. AT OR GREATER THAN THE FULL DRIPLINE OF ALL PROTECTIVE NATIVE PINE TREES AND OTHER CONIFER TREE

SPECIES;

C. AT OR GREATER THAN TWO-THIRDS OF THE DRIPLINE OF ALL OTHER PROTECTED SPECIES;

D. AT OR GREATER THAN THE FULL DRIPLINE OF TREES WITHIN A SPECIMEN TREE STAND.

2. PROTECTIVE BARRIERS ARE TO BE CONSTRUCTED USING NO LESS THAN TWO-INCH BY TWO-INCH LUMBER OF UPRIGHT POSTS. UPRIGHT POSTS ARE TO BE AT LEAST FOUR FEET IN LENGTH WITH A MINIMUM OF ONE FOOT ANCHORED IN GROUND AND THREE FEET ABOVE GROUND. UPRIGHT POSTS ARE TO BE PLACED AT A MAXIMUM DISTANCE OF EIGHT FEET APART. HORIZONTAL RAILS ARE TO BE CONSTRUCTED USING NO LESS THAN ONE INCH BY FOUR INCH LUMBER AND SHALL BE SECURELY ATTACHED TO THE TOP OF THE UPRIGHT POST. THE COMMUNITY

DEVELOPMENT COORDINATOR MUST APPROVE ANY VARIATION FROM THE ABOVE REQUIREMENTS.

3. WHENEVER A PROTECTIVE BARRIER IS REQUIRED, IT SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION ACTIVITY IS TERMINATED. THE AREA WITHIN THE BARRIER LIMITS SHALL REMAIN UNDISTURBED BY ANY ACTIVITY DURING CONSTRUCTION. NATIVE GROUND COVER AND UNDERSTORY VEGETATION EXISTING WITHIN THE BARRIERS SHALL REMAIN THROUGHOUT CONSTRUCTION. EXOTIC PLANT SPECIES MAY BE REMOVED PROVIDING WRITTEN CONSENT IS OBTAINED FROM THE COMMUNITY DEVELOPMENT COORDINATOR. PLANT SPECIES REMOVED WITH THE CONSENT OF THE COORDINATOR MAY BE REMOVED ONLY BY MANUAL LABOR UTILIZING HAND TOOLS OR BY OTHER APPROVED

METHODS.

4. PRIOR TO THE ERECTION OF ANY REQUIRED PROTECTIVE BARRIER, ALL SURFACE FOREIGN MATERIAL, TRASH OR DEBRIS SHALL BE REMOVED FROM THE AREA TO BE ENCLOSED BY THE BARRIER, AND AFTER ERECTION OF THE BARRIER NO SUCH MATERIAL OR LITTER SHALL BE PERMITTED TO REMAIN WITHIN THE PROTECTED AREA. NO EQUIPMENT, CHEMICALS, SOIL DEPOSITS OR CONSTRUCTION MATERIALS SHALL BE PLACED WITHIN SUCH

PROTECTIVE BARRIERS.

5. LARGE AREAS ON A DEVELOPMENT SITE, WHERE LAND PREPARATION AND CONSTRUCTION ACTIVITIES WILL NOT OCCUR, OR WHERE HEAVY MACHINERY WILL NOT VENTURE, SHALL NOT REQUIRE PROTECTIVE BARRIERS AS OTHERWISE REQUIRED BY SECTION 3-1205(E)(1) ABOVE. SUCH AREAS SHALL BE DELINEATED AT THE POINT OF INTERFACE, USING A WOVEN FABRIC RIBBON OR OTHER MATERIALS APPROVED BY THE COMMUNITY DEVELOPMENT COORDINATOR. APPROVED MATERIALS SHALL BE ATTACHED TO TWO-INCH BY TWO-INCH UPRIGHT POSTS. UPRIGHT POSTS SHALL BE MADE OF WOOD OR OTHER SUITABLE MATERIAL APPROVED BY THE COMMUNITY DEVELOPMENT COORDINATOR, BE AT LEAST FOUR INCHES IN HEIGHT AND BE SPACED NO MORE THAN 50 FEET APART. NO ROPES OR RIBBONS SHALL BE ATTACHED TO ANY PROTECTED TREE. THE COMMUNITY DEVELOPMENT COORDINATOR SHALL

MAKE THE FINAL DETERMINATION AS TO THE LOCATION OF THE PROTECTIVE BARRIER.

6. NO SIGNS, BUILDING PERMITS, WIRES OR OTHER ATTACHMENTS OF ANY KIND SHALL BE ATTACHED TO ANY PROTECTED TREE OR PALM. GUY WIRES DESIGNED TO PROTECT TREES ARE EXCLUDED, HOWEVER, FROM THIS

PROHIBITION.

7. AT ALL TIMES, DUE CARE SHALL BE TAKEN TO PROTECT THE CRITICAL ROOT ZONE OF TREES PROTECTED BY THIS

SECTION, AND ROOT PRUNING REQUIREMENTS SHALL APPLY TO SUCH TREES.

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CITY OF CLEARWATER SOLID WASTE NOTE:

1. ONLY DUMPSTERS PROVIDED BY THE CITY OF CLEARWATER ARE ALLOWED. CONTRACTOR MUST RENT AND

PAY FOR THEM THROUGH THE SOLID WASTE DEPARTMENT.

RELOCATION NOTES:

1. ALL EXISTING CASTINGS, INCLUDING VALVE BOXES, JUNCTION BOXES, MANHOLES, HAND HOLES, PULL BOXES, INLETS AND SIMILAR STRUCTURES IN THE AREAS OF CONSTRUCTION THAT ARE TO REMAIN IN SERVICE AND IN AREAS OF TRENCH RESTORATION AND PAVEMENT REPLACEMENT, SHALL BE ADJUSTED BY THE CONTRACTOR TO BRING THEM

FLUSH WITH THE SURFACE OF THE FINISHED WORK.

2. REFER TO THE TECHNICAL SPECIFICATIONS FOR ADDITIONAL GUIDANCE (SECTIONS 210 AND 211).

EROSION CONTROL / TREE BARRICADE NOTES:

1. INSTALL EROSION CONTROL MEASURES AS APPROVED BY ENVIRONMENTAL OR STORMWATER AND AS SHOWN ON PLANS. WHEN INSTALLING SILT FENCE DO NOT TRENCH UNDER TREES. PLEASE BE AWARE THAT EROSION CONTROL IS PERFORMANCE BASED AND THAT ADDITIONAL EROSION CONTROL MAY BE REQUIRED IF

ANYTHING OTHER THAN CLEAN STORMWATER IS LEAVING THE SITE.

2. ONCE INSTALLED SCHEDULE AN EROSION CONTROL 734 INSPECTION. PLEASE BE AWARE THE EROSION CONTROL MUST BE INSTALLED AND INSPECTED PRIOR TO LAND RESOURCE APPROVAL OF THIS PERMIT. YOU

CAN SCHEDULE THE INSPECTION ONE OF THREE WAYS: (1) ONLINE AT,

ACA-PROD.ACCELA.COM/CLEARWATER/DEFAULT.ASPX OR (2) CALL THE 24 HOUR INSPECTION LINE AT

727-287-3054 OR (3) TEXT TO 888-691-4479.

3. ALL TREES IDENTIFIED TO BE PRESERVED SHALL HAVE A TREE BARRICADE INSTALLED ACCORDING TO CITY

OF CLEARWATER STANDARDS (INDEX #909).

4. INSTALL TREE BARRICADES TO CITY OF CLEARWATER STANDARDS, 2X2 POST WITH 1X4 RAILS AT TWO THIRDS OF THE TREES DRIP LINE AND/OR PARALLEL TO THE PROPOSED CONSTRUCTION. THE PURPOSE OF THE TREE BARRICADES IS TO PROTECT THE ROOTS AS WELL AS THE TRUNK OF THE TREE. IT IS TO PREVENT EQUIPMENT FROM DRIVING OVER THE ROOTS AND TO PREVENT STORAGE OF MATERIALS ON TOP OF THE ROOTS. THE

BARRICADES MUST BE PLACED TO GIVE THE TREE AND ROOTS THE MAXIMUM AMOUNT OF ROOM.

5. ONCE INSTALLED SCHEDULE A TREE PRESERVATION 735 INSPECTION. PLEASE BE AWARE THE TREE BARRICADES MUST BE INSTALLED AND INSPECTED PRIOR TO LAND RESOURCE APPROVAL OF THIS PERMIT.

YOU CAN SCHEDULE THE INSPECTION ONE OF THREE WAYS: (1) ONLINE AT,

ACA-PROD.ACCELA.COM/CLEARWATER/DEFAULT.ASPX OR (2) CALL THE 24 HOUR INSPECTION LINE AT

727-287-3054 OR (3) TEXT TO 888-691-4479.

CONSTRUCTION STAGING AND PARKING NOTES:

1. TREES MUST BE PROTECTED FROM DAMAGE BOTH BEFORE AND DURING ALL CONSTRUCTION ACTIVITIES ON

THIS SITE AS PROVIDED IN SECTION 3-1205 OF THE COMMUNITY DEVELOPMENT CODE (CDC).

2. CONTRACTOR SHALL CONFINE ALL STAGING, MATERIAL STORAGE, AND WORKER PARKING TO DESIGNATED AREAS. NO EQUIPMENT, VEHICLES, OR MATERIALS SHALL BE STORED OUTSIDE THE APPROVED STAGING

AREA WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE OWNER.

3. NO EXCAVATION, GRADING, STORAGE, OR VEHICLE TRAFFIC IS ALLOWED WITHIN THE CRITICAL ROOT ZONE OF

TREES.

CITY OF CLEARWATER PROPER TREE CARE; PROHIBITED TREE PRUNING (SECTION 3-1205):

1. WHEN CONSTRUCTION ACTIVITIES AFFECT PROTECTED TREES SO THAT THE CRITICAL ROOT ZONED IS DISTURBED, OR WHEN PRUNING MUST BE PERFORMED ON A TREE'S CROWN, ADHERENCE TO THE FOLLOWING ARBORICULTURAL

TECHNIQUES IS REQUIRED:

A. WHEN THE CRITICAL ROOT ZONE WILL BE DISTURBED, AFFECTED ROOTS MUST BE SEVERED BY CLEAN PRUNING CUTS AT THE POINT WHERE CONSTRUCTION IMPACTS THE ROOTS. ROOTS CAN BE PRUNED BY UTILIZING TRENCHING EQUIPMENT DESIGNED FOR THIS PURPOSE OR BY HAND DIGGING A TRENCH AND PRUNING ROOTS WITH A PRUNING SAW, CHAIN SAW OR OTHER EQUIPMENT DESIGNED FOR TREE PRUNING. ROOTS LOCATED WITHIN THE CRITICAL ROOT ZONE THAT WILL BE IMPACTED BY CONSTRUCTION MUST BE PRUNED TO A DEPTH OF 18 INCHES BELOW THE EXISTING GRADE OR TO THE DEPTH OF DISTURBANCE IF LESS THAN 18 INCHES FROM THE EXISTING GRADE. WHEN UNDERGROUND UTILITY LINES ARE TO BE INSTALLED WITHIN THE CRITICAL ROOT ZONE, THE ROOT PRUNING REQUIREMENTS MAY BE WAIVED IF THE LINES ARE INSTALLED VIA TUNNELING OR

DIRECTIONAL BORING AS OPPOSED TO OPEN TRENCHING.

B. WHEN PRUNING LATERAL BRANCHES OF PROTECTED TREES, THE PROPER PRUNING TECHNIQUES AS DESCRIBED HEREIN, MUST BE FOLLOWED. FLUSH CUTS (PRUNING CUTS THAT REMOVE THE BRANCH COLLAR) AND STUB CUTS (CUTS THAT LEAVE A STUB ON THE TREE) ARE IMPROPER PRUNING TECHNIQUES. ANY TREE THAT HAS BEEN IMPROPERLY PRUNED WILL NOT BE RECOGNIZED AS A TREE LEFT ON THE PROPERTY IN A HEALTHY GROWING CONDITION; AND THEREFORE WILL NOT BE UTILIZED TO MEET TREE REPLACEMENT REQUIREMENTS.

CITY OF CLEARWATER PARKS AND RECREATION DEPARTMENT NOTES:

1. DO NOT TRENCH IN ANY PORTION OF THE SILT FENCE LOCATED INSIDE THE DRIP LINE OF A TREE. PLACE SOIL OR ROCK ON THE BOTTOM SILT FENCE FLAP IN THESE AREAS TO PROTECT THE ROOTS OF PRESERVED

TREES.

2. CONTRACTOR MUST PROVIDE ROOT PRUNING ACCORDING TO CITY OF CLEARWATER LAND RESOURCES SPECIFICATION 1' OFF THE EDGE OF ANY NEW SIDEWALK, ASPHALT OR OTHER SURFACING THAT FALLS WITHIN THE DRIPLINE OF EXISTING TREES TO BE PRESERVED. THE ROOT PRUNING LINE MUST PARALLEL THE

SIDEWALK AND START/STOP AT THE EDGE OF THE DRIPLINE OF PRESERVED TREES.

3. CONTRACTOR SHALL REMOVE ANY TREES DESIGNATED FOR REMOVAL SHALL CUT THE TREES AS CLOSE TO EXISTING GRADE AND UTILIZE A WALK BEHIND STUMP GRIND THE STUMP BELOW EXISTING GRADE TO PREVENT TRIPPING HAZARDS. ANY EXCESS STUMP GRINDING MATERIAL/DEBRIS SHALL BE REMOVED BY THE

CONTRACTOR.

4. CONTRACTOR MUST SUBMIT A LAND CLEARING AND GRUBBING FORM TO THE CITY OF CLEARWATER

PLANNING AND DEVELOPMENT DEPARTMENT.

5. CONTRACTOR MUST SUBMIT A TREE REMOVAL APPLICATION FORM TO THE CITY OF CLEARWATER PLANNING

AND DEVELOPMENT DEPARTMENT.

REVISED PER FDOT COMMENTS BD 01/08/26

CITY OF CLEARWATER NOTES:

1. DAMAGE TO ANY CURBING, SIDEWALK, LANDSCAPING, SIGNS, MARKINGS, ETC. LOCATED IN THE RIGHT-OF-WAY BY CONSTRUCTION VEHICLES AND/OR ACTIVITIES WILL BE REPAIRED BY THE CONTRACTOR AND AT THE CONTRACTOR'S

EXPENSE.

2. A RIGHT-OF-WAY PERMIT WILL BE REQUIRED FOR ANY WORK IN THE RIGHT-OF-WAY OR EXTENDED USE OF THE

RIGHT-OF-WAY FOR THE PURPOSES OF THE WORK DESCRIBED IN THIS APPLICATION.

3. APPLICANT SHALL REQUEST AN EASEMENT INSPECTION PRIOR TO ANY CONSTRUCTION NEAR AN EASEMENT.

4. PRIOR TO REQUESTING FINAL INSPECTIONS, PLEASE SUBMIT TO THE ENGINEERING DIVISION, 5 SETS OF SIGNED AND

SEALED RECORD DRAWINGS ALONG WITH A CERTIFICATION LETTER FROM THE ENGINEER OF RECORD CERTIFYING THE PROJECT WAS CONSTRUCTED IN ACCORDANCE WITH THEIR DESIGN. PLEASE INQUIRE ABOUT DIGITAL

SUBMISSION PRIOR TO SUBMITTING.

REVISED PER CITY COMMENTS BD 03/23/26

NOTES:

1. TREE INVENTORY WAS COMPLETED BY CRAIG WILSON -

INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA),

FL5657A/TRAQ (727-383-0331).

2. TREE PRESERVATION PLAN WAS REVIEWED AND APPROVE

BY CRAIG WILSON - INTERNATIONAL SOCIETY OF

ARBORICULTURE (ISA), FL5657A/TRAQ (727-383-0331).

8" SS

8" SS

"X

" E

R C

P

"X

" E R

C P

TOP OF CURB INLET 3.66

NW INV ELEV -0.57

SE INV ELEV -0.52

INV ELEV 0.20

8"

8" 8"

10"

8"

8"

22"

(2) 14" 12" 8"

CONC SIDEWALK

CONC SIDEWALK

MEAN HIGH WATER LINE

(EL 0.74)

SEE SURVEY NOTE #5

EDGE OF

RIP RAP

EDGE OF

MANGROVE

FLOOD ZONE

VE (EL 11)

FLOOD ZONE

AE (EL 11)

FLOOD ZONE

AE (EL 10)

FLOOD ZONE

VE (EL 13)

RECLINATA PALM

CLUSTER

FLOOD ZONE LINE (TYP)

SEE FLOOD ZONE

INFORMATION NOTE

TRASH BIN

SAN MH

RIM EL. 5.13

SAN MH

RIM EL. 6.19

BENCH

CHARLES

STREET

60' R/W (P)

EDGEWATER DRIVESR 595 (U.S. ALT 19)

RRFB

BENCH

DOG WASTE BAG DISPENSER

GRANADA

STREET

R/W VARIES (P)

31"

TREE BARRICADE

PER INDEX #909 (TYP.)

SIGN TO REMAIN

ADA RAMP AND

RRFB TO REMAIN

EXISTING PARK FURNITURE TO

BE SALVAGED AND RETURNED

TO OWNER

PROPOSED SILT FENCE

PER INDEX #607

PROJECT LIMITS (TYP.)

TREES TO BE REMOVED (TYP.)

ALL EXISTING UTILITIES WITHIN

RIGHT-OF-WAY TO BE PROTECTED AND

MAINTAINED UNLESS NOTED OTHERWISE

ADJUST VALVE AS REQUIRED TO

AVOID CONFLICT WITH PROPOSED

CONSTRUCTION FEATURES

SIGN TO REMAIN

EXISTING PARK FURNITURE TO

BE SALVAGED AND RETURNED

TO OWNER

ADJUST RIM AS REQUIRED TO

MEET PROPOSED ELEVATIONS

SAW CUT CONCRETE SIDEWALK AT

THE NEAREST EXPANSION JOINT

SIGN TO REMAIN

SIGN TO REMAIN

EXISTING SIDEWALK TO

BE REMOVED (TYP.)

DOG WASTE BAG DISPENSER

TO BE SALVAGED AND

RETURNED TO OWNER

TREES TO BE REMOVED (TYP.)

RIGHT-OF-WAY LINE (TYP.)

8" SS

8" SS

8" SS

8" SS15

" R

C P

INV ELEV

-0.09

10"

16"

12" 12"

10"

CONC SIDEWALK

MEAN HIGH WATER LINE

(EL 0.74)

SEE SURVEY NOTE #5

EDGE OF RIP RAP

EDGE OF

RIP RAP

EDGE OF

MANGROVE

FLOOD ZONE

AE (EL 10)

FLOOD ZONE

AE (EL 10)

FLOOD ZONE

VE (EL 13)

1846 GLO Meander Line per R/W Map

PAUROTIS PALM

CLUSTER

FLOOD ZONE LINE (TYP)

SEE FLOOD ZONE

INFORMATION NOTE

TRASH BIN

SAN MH

RIM EL. 5.34

SAN MH

RIM EL. 5.89

SAN MH

RIM EL. 6.32

SAN MH

RIM EL. 5.65

BENCH

BENCH

EDGEWATER DRIVESR 595 (U.S. ALT 19)

SEDEEVA

STREET

72' R/W (P)

EXISTING PARK FURNITURE TO

BE SALVAGED AND RETURNED

TO OWNER

SIGN TO REMAIN

PEDESTRIAN BRIDGE

TO REMAIN

PROPOSED SILT FENCE

PER INDEX #607

PROJECT LIMITS (TYP.)

TREE BARRICADE

PER INDEX #909 (TYP.)

ALL EXISTING UTILITIES WITHIN

RIGHT-OF-WAY TO BE PROTECTED AND

MAINTAINED UNLESS NOTED OTHERWISE

ADJUST RIM AS REQUIRED TO

MEET PROPOSED ELEVATIONS

SIGN TO REMAIN

SIGN TO REMAIN

EXISTING PARK FURNITURE TO

BE SALVAGED AND RETURNED

TO OWNER

CONCRETE FLUME

TO REMAIN

SEDIMENT

BARRIER

EXISTING SIDEWALK TO

BE REMOVED (TYP.)

RIGHT-OF-WAY LINE (TYP.)

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00 20' 40'

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

OF

CITY OF CLEARWATER, FLORIDA

PARKS AND RECREATION

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

CLWRC24004

03/14/2025 AT&AA

JS

N/A

1:20

5755 Rio Vista Drive Clearwater, FL 33760 T 727.536.8772 Florida COA: 7819

PREPARED BY:

PENNONI ASSOCIATES INC.

EDGEWATER DRIVE PARK RENOVATIONS

1925 EDGEWATER DR, CLEARWATER FL 33755

DEMOLITION & EROSION CONTROL PLAN (2)

Know what's below.

before you dig.Call

R

TICKET NUMBER(S): 072504506

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REVISED PER FDOT COMMENTS BD 01/08/26

NOTES:

1. TREE INVENTORY WAS COMPLETED BY CRAIG WILSON - INTERNATIONAL

SOCIETY OF ARBORICULTURE (ISA), FL5657A/TRAQ (727-383-0331).

2. TREE PRESERVATION PLAN WAS REVIEWED AND APPROVE BY CRAIG

WILSON - INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA),

FL5657A/TRAQ (727-383-0331).

REVISED PER CITY COMMENTS BD 03/23/26

" R

C P

INV ELEV 0.72

14"

10" 12"

10"

36"

16"

6" SPLIT

6" SPLIT

14"14"

26"

22"CONC SIDEWALK

MEAN HIGH WATER LINE

(EL 0.74)

SEE SURVEY NOTE #5

EDGE OF

RIP RAP

EDGE OF

MANGROVE

FLOOD ZONE

VE (EL 13)

FLOOD ZONE

AE (EL 10)

TRASH CAN

1846 GLO Meander Line per R/W Map

FLOOD ZONE LINE (TYP)

SEE FLOOD ZONE

INFORMATION NOTE

N O

R

TH

LIN

E O

F SEC

TIO

N 3, TO

W

N

SH

IP 29 SO

U

TH

, R

AN

G

E 15 EAST

MARINE

STREET

R/W VARIES

U N

IO

N

STR

EET

R

AIN

BO

W

BO

U

LEVAR

D

(P)

30' H

ALF R

/W

EDGEWATER DRIVE

SR 595 (U.S. ALT 19)

DOG WASTE BAG

DISPENSER

TRASH

CAN BENCH

MONUMENT SIGN

IRRIGATION TIMER

RECLAIMED WATER METER

LANDSCAPE AREA

WITH SHELL

SAW CUT CONCRETE SIDEWALK AT

THE NEAREST EXPANSION JOINT

EXISTING PARK FURNITURE TO

BE SALVAGED AND RETURNED

TO OWNER

LIGHT AND SIGNS

TO REMAIN

SIGN TO REMAIN

CONTRACTOR SHALL COORDINATE THE

RELOCATION OF LANDSCAPE BOULDERS

AND SHELL WITH CITY STAFF

EXISTING PARK FURNITURE TO

BE SALVAGED AND RETURNED

TO OWNER

PROPOSED SILT FENCE

PER INDEX #607

PROJECT LIMITS (TYP.)

TREE BARRICADE

PER INDEX #909 (TYP.)

TREE TO BE REMOVED (TYP.)

ALL EXISTING UTILITIES WITHIN

RIGHT-OF-WAY TO BE PROTECTED AND

MAINTAINED UNLESS NOTED OTHERWISE

EXISTING SIDEWALK TO

BE REMOVED (TYP.)

ADJUST VALVE AS REQUIRED TO

AVOID CONFLICT WITH PROPOSED

CONSTRUCTION FEATURES

DOG WASTE BAG DISPENSER

TO BE SALVAGED AND

RETURNED TO OWNER

HEDGES TO BE REMOVED

RIGHT-OF-WAY LINE (TYP.)

"X

ER

C

P

INV ELEV 0.20

12"

14"

10" 12" 14" (2) 12"

12" 10"

14" 14"

8" 10"

10" 10"

16"

12"

12"

32" 14"

10" 12"

CONC SIDEWALK

MEAN HIGH WATER LINE

(EL 0.74)

SEE SURVEY NOTE #5

EDGE OF

RIP RAP

EDGE OF

RIP RAP

EDGE OF

MANGROVE

FLOOD ZONE

VE (EL 11)

FLOOD ZONE

VE (EL 13)

FLOOD ZONE

AE (EL 10)

FLOOD ZONE

AE (EL 11)

1846 GLO Meander Line per R/W Map

EDGEWATER DRIVE

SR 595 (U.S. ALT 19)

BENCH

RRFB

BENCH

22" 12"

IRRIGATION VALVE TO REMAIN

SIGN TO REMAIN

ADA RAMP AND

RRFB TO REMAIN

EXISTING PARK FURNITURE TO

BE SALVAGED AND RETURNED

TO OWNER

PROPOSED SILT FENCE

PER INDEX #607

PROJECT LIMITS (TYP.)

TREE BARRICADE

PER INDEX #909 (TYP.)

TREE TO BE REMOVED (TYP.)

IRRIGATION VALVE

TO REMAIN

ALL EXISTING UTILITIES WITHIN

RIGHT-OF-WAY TO BE PROTECTED AND

MAINTAINED UNLESS NOTED OTHERWISE

EXISTING SIDEWALK TO

BE REMOVED (TYP.)

SAW CUT CONCRETE SIDEWALK AT

THE NEAREST EXPANSION JOINT

EXISTING PARK FURNITURE TO

BE SALVAGED AND RETURNED

TO OWNER

RIGHT-OF-WAY LINE (TYP.)

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00 20' 40'

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

OF

CITY OF CLEARWATER, FLORIDA

PARKS AND RECREATION

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

CLWRC24004

03/14/2025 AT&AA

JS

N/A

1:20

5755 Rio Vista Drive Clearwater, FL 33760 T 727.536.8772 Florida COA: 7819

PREPARED BY:

PENNONI ASSOCIATES INC.

EDGEWATER DRIVE PARK RENOVATIONS

1925 EDGEWATER DR, CLEARWATER FL 33755

DEMOLITION & EROSION CONTROL PLAN (3)

Know what's below.

before you dig.Call

R

TICKET NUMBER(S): 072504506

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REVISED PER FDOT COMMENTS BD 01/08/26

NOTES:

1. TREE INVENTORY WAS COMPLETED BY CRAIG WILSON - INTERNATIONAL

SOCIETY OF ARBORICULTURE (ISA), FL5657A/TRAQ (727-383-0331).

2. TREE PRESERVATION PLAN WAS REVIEWED AND APPROVE BY CRAIG

WILSON - INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA),

FL5657A/TRAQ (727-383-0331).

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