Attachment_B_-_Boundary_Survey_with_Easement_Reservations.pdf

Drainage Facilities Easement Per COT Resolution 756-I

LOT 2

CIR 1/2"

"LB 5985"

0.39' West

LOT 3

LOT 4

LOT 5

LOT 6

LOT 7

LOT 8

LOT 9

LOT 10

LOT 11

LOT 12

LOT 1

LOT 22

LOT 18

LOT 17

LOT 16

LOT 15

LOT 14

LOT 13

LOT 19

LOT 20

LOT 21

PKD

"PLS 876"

in brick wall

CM 4" x 4" with "X" cut

CIR 1/2"

"LB 7768"

IP 1/2"

IP 1/2"

ANGLE IRON

1" X 1"

IP 1"

IP 1"

CIR 1/2"

"CROSSROAD

LB 7243"

also found IR 1/2" 1.44' South, 0.19' East

IR 1/2"

IP 1/2"

IP 1/2"

IR 1/2"

under concrete wall

SCIR 5/8"

also found CIR 1/2"

"R.B. CURTIS PSM 6051"

0.69' North, 0.29' East and CM 4" x 4" with "X" cut 1.75' North, 0.43' East

SET MND

IN CONCRETE FOOTER

also found IR 5/8" 0.14' Sourheasterly 0.35' Northeasterly and IR 5/8" 0.03' Northwesterly 0.41' Southwesterly and FIR 1/2"

"ILLEGIBLE"

0.02' Southeasterly 0.47' Southwesterly

IP 1/2"

IR 1/2"

CM 4" x 4" with "X" cut also found

IR 1/2"

0.22' Northwesterly 0.18' Northeasterly

CM 4" x 4" with "X" cut

IP 1/2"

IR 1"

also found

BOLT

in concrete sidewalk

S 44°27'55" E 165.18(M)(P)

S 44°22'38" E 181.44'(M) 181.49'(D)

N

0°

'3 4"

E

9.

(M

)(D

N

0°

'2 0"

4.

'(M

)(D

N

0°

'5 6"

E (M

.0 2'

(M

'(P

N

0°

'0

8" E

(M

.1

4' (M

5' (P

N

0°

'4

1" E

(M

.9

8' (M

'(P

N

0°

'0 9"

E (M

.9 9'

(M

'(P

N

0°

'4

1" E

(M

.0

3' (M

'(P

N

0°

'2 3"

E (M

.1 8'

(M

'(P

N

0°

'4

4" E

(M

9.

'(M

9.

'(P

S 41°47'44" E(M) 5.05'(M) 5.00'(D)

120'(P)

120'(P)

120'(P)

120'(P)

120'(P)

120'(P)

120'(P)

120'(P)

120'(P) 116.07'(P)

116.47'

119.26'(P)

124.43'(P)

132.21'(P)

142.48'(P)

155.24'(P)

IR 5/8"

CIR 5/8"

"PLS 5523"

also found BOLT in concrete sidewalk 0.13' South, 0.70' East

S 44°22'54" E 351.67(M)(P)

BA

SI

S O

F

BE

AR

IN

G S

N

0°

'3 4"

9.

'(M

.3

7' (P

WEST BEACH PARK

VIRGINIA AVE. BY PLAT

60' R/W BY PLAT

ASPHALT PAVEMENT

W

ES

T S

H O

R E

B O

U

LE

VA

R

D

PA

R

TI

AL

R

/W B

Y

PL

AT

AS

PH

AL

T P

AV

EM

EN

T

SO

U

TH

PA

LO

M A

PL

A C

E

R

/W B

Y

PL

AT

AS

PH

AL

T P

AV

EM

EN

T

SOUTH ROYAL PALM WAY

80' R/W BY PLAT

ASPHALT PAVEMENT

BEACH PARK

UNIT 3

PLAT BOOK 10 PAGE 59

BLOCK

C1

C2

C

C

C5

C

C

C

C

C

C

C6

C13C15

S 89°26'29" E 120.17(M) 120'(P)

N 89°25'38" W 124.82(M) 125'(D)

N 89°26'29" W 5.00(D)

NCFS

(unable access to set corner)

CM 4"

Diameter with IR 5/8"

120'(P)

'(P

3.

'(P

'(P

.1

3' (P

.0 8'

(P

.4

0' (P

.8 0'

(P

.9

5' (P

'(P

.8

0' (P

.7

2' (P

'(P

'(P

'(P

'(P

'(P

'(P

'(P

'(P

'(P

170.44'(P)

144.97'(P)

PC

PT

PC

PRC

PRC

PRC

PRC

PRC

30' building line

20' building line

25' building line

10' building line

C14

20' building line in tree root CM 4" x 4" with "X" cut

DRAINAGE AND UTILITY

RESERVATION PER COT

ORDINANCE 7917-A

The West 1/2 of Vacated Alley

5.0'

5.0'

4.

'(M

.6

0' (P

.0

.0

S 89°26'29" E 125.17(M) 125'(D)

7.

5'

7.

5'

' A

LL

EY

B Y

PL

AT

V

AC

AT

ED

P

ER

C O

T O

R D

IN

AN

C E

-A

Storm Sewer Drainage Easement Per COT Resolution 3602-ES

°5

0'

" W

.0 0(

D

.0

.0

6'

N 00°32'07" E(M) 64.97'(M) 65'(P)

Proposed Easement No. 1

Proposed Easement No. 27.

15.00'

Curve Information Curve Radius Delta Arc Length Chord (M) Chord(P) Bearing (M) Bearing (P)

C1 25.00'(P) 93°27'39"(CP) 40.78'(P) 36.34' 36.41' N 45°59'12" W S 46°43'55" E

C2 15.00'(P) 134°59'20"(CP) 35.34'(P) 27.72' 27.72'(CP) N 68°18'22" E S 67°30'00" W(CP)

C3 99.45'(P) 59°01'27"(CP) 102.45'(P) 98.22' 97.98' S 14°57'42" E N 15°29'16" W

C4 1830.00'(P) 15°57'01"(CP) 509.44'(CP) 507.63' 507.80'(CP) S 06°41'16" W N 06°02'52" E(CP)

C5 25.00'(P) 94°17'09"(CP) 41.14'(P) 36.74' 36.74' S 45°43'13" W N 45°21'10" E

C6 1889.00'(P) 05°53'56"(CP) 194.48'(P) 194.71' 194.39'(CP) N 89°38'43" W N 89°42'56" E

C7 1830.00'(P) 02°07'29"(CP) 67.86'(P) 67.89' 67.86' S 13°33'54" W N 12°57'36" E

C8 1830.00'(P) 02°07'29"(CP) 67.86'(P) 67.63' 67.86' S 11°36'52" W N 10°50'07" E

C9 1830.00'(P) 02°07'29"(CP) 67.86'(P) 67.90' 67.86' S 09°14'55" W N 08°42'39" E

C10 1830.00'(P) 02°07'29"(CP) 67.86'(P) 67.87' 67.86' S 07°24'40" W N 06°35'10" E

C11 1830.00'(P) 04°07'58"(CP) 132.00'(CP) 131.74' 131.97'(CP) S 04°00'30" W N 03°27'27" E(CP)

C12 1830.00'(P) 03°19'08"(CP) 106.00'(CP) 106.19' 105.99'(CP) S 00°22'40" W N 00°16'08" W(CP)

C13 1889.00'(P) 03°03'31"(CP) 95.85'(CP) 96.06' 95.84'(CP) N 88°09'56" W S 88°47'23" E(CP)

C14 1889.00'(P) 00°09'06"(CP) 5.00'(CP) 5.00' 5.00'(CP) S 89°00'11" W S 89°40'52" W(CP)

C15 1889.00'(P) 02°50'24"(CP) 93.63'(P) 93.71' 93.62' S 88°54'36" W N 88°09'19" E

Notes

1. Bearings shown hereon as (M) are based on the Florida State Plane

Coordinate System, Transverse Mercator, West Zone NAD 83/90 a bearing of N 00°37'34" E, was held on the East right of way line of South West Shore Boulevard, along the West line of Block 28, BEACH PARK UNIT 3, according to the map or plat thereof as recorded in Plat Book 10, Page 59 in the Public Records of Hillsborough County, Florida.

2. C.O.T. and certifying land surveyor make no representations or guarantees pertaining to easements, rights of way, setback lines, reservations, agreements and other similar matters.

3. All matters of record depicted hereon were within C.O.T. survey section files.

4. C.O.T. and/or certifying land surveyor has not made a search of the Public Records for any titles, deeds, reservations, easements, rights of way, setback lines, agreements or other instruments that may be recorded therein.

5. Survey based on monumentation found acceptable.

6. Neither interior fences, structures, nor improvements, either above or below ground, have been located as part of this survey, except as shown.

7. Boundary information taken from COT Survey dated 9/22/2020.

8. The specific purpose of this survey is to update the survey with the location of a newly constructed drainage pipe and to create two new proposed drainage easements.

9. This survey consists of two (2) sheets, each incomplete without the others.

Legend

(M) Measured

(C) Calculated

(D) Description

(P) Plat

(R) Reported

(CP) Calculated from Plat CIR Capped iron rod IP Iron pipe IR Iron rod CM Concrete monument FND Found R/W Right-of-way OR Official Records book, Public Records of Hillsborough County EOL East of line NOL North of line

South of line WOL West of line PC Point of curvature PT Point of tangency

PRC Point of reverse curve ID Identification

COT City of Tampa

NTS Not to scale NCFS No corner found or set

Fence post at gate

Found monumented as shown Found 5/8" iron rod and cap "City of Tampa T. & S.S."

Set MAG nail & disk "City of Tampa T. & S.S. Survey"

BOUNDARY SURVEY

SECTION 20, TOWNSHIP 29 S. RANGE 18 E.

HILLSBOROUGH COUNTY, FLORIDA

DATE OF LAST FIELD WORK: 08/27/2025

DRAWN BY: SURVEY SECTION DRAFTING - KJ

FIELD BOOK: 2020 - 5, 2025 - 5

DRAWING FILE:

SHEET NO. 1 OF 2

SURVEYOR'S CERTIFICATE

THIS CERTIFIES THAT A SURVEY OF THE PROPERTY DEPICTED HEREON WAS MADE

UNDER MY SUPERVISION AND MEETS THE STANDARDS OF PRACTICE SET FORTH BY

THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER

5J-17 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA

STATUTES.

CLARENCE WADE, III

FLORIDA PROFESSIONAL LAND SURVEYOR, CERTIFICATE NO. 4383

UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS MAP/REPORT

IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID.

REVISIONS

DESCRIPTION DATE

1 Added easements on Lots 6 and 19 8/1/2025

Section 20 - Township 29 South - Range 18 East, Hillsborough County, Florida

NN

CITY OF TAMPA, FLORIDA

MOBILITY DEPARTMENT

SURVEY SECTION

3808 EAST 26TH AVENUE

TAMPA, FLORIDA

(813) 635-3430

VICINITY MAP

(NOT TO SCALE)

Parent Tract:

DESCRITPTION:

Lot 6, Block 28, BEACH PARK UNIT NO. 3, according to the map or plat thereof as recorded in Plat Book 10, Page 59, in the Public Records of Hillsborough County, Florida; together with the West 1/2 of vacated alley abutting thereon.

Proposed Drainage Easements:

Easement No. 1

The Southerly 7.50 feet of the Northerly 15.00 feet; LESS the Easterly 20.00 feet thereof, of the following described parcel;

Lot 6, Block 28, BEACH PARK UNIT NO. 3, according to the map or plat thereof as recorded in Plat Book 10, Page 59, in the Public Records of Hillsborough County, Florida; together with the West 1/2 of vacated alley abutting thereon.

Easement No. 2

The Westerly 15.00 feet of the Easterly 20.00 feet of the following described parcel;

Lot 6, Block 28, BEACH PARK UNIT NO. 3, according to the map or plat thereof as recorded in Plat Book 10, Page 59, in the Public Records of Hillsborough County, Florida; together with the West 1/2 of vacated alley abutting thereon.

SEE DETAIL "A"

SHEET 2

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AutoCAD SHX Text 412 S.West Shore Blvd_Pipes.dwg412 S.West Shore Blvd_Pipes.dwg

AutoCAD SHX Text 9/12/2025 3:51 PM - C:\Projects\412 S West Shore Blvd\412 S.West Shore Blvd_Pipes.dwg - KYLE JEROMINEK - C:\Projects\412 S West Shore Blvd\412 S.West Shore Blvd_Pipes.dwg - KYLE JEROMINEKC:\Projects\412 S West Shore Blvd\412 S.West Shore Blvd_Pipes.dwg - KYLE JEROMINEK - KYLE JEROMINEKKYLE JEROMINEK

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PROJECT

LOT 5

LOT 6

LOT 7

LOT 19

CIR 1/2" "CROSSROAD

LB 7243"

also found IR 1/2" 1.44' South, 0.19' East

S 89°26'29" E 120.17(M) 120'(P)

N 89°25'38" W 124.82(M) 125'(D)

CM 4" Diameter with IR 5/8"

S 89°26'29" E 125.17(C) 125'(D)

120'(P)

W

ES

T S

H O

R E

B O

U

LE

VA

R

D

PA

R

TI

AL

R

/W B

Y

PL

AT

AS

PH

AL

T P

AV

EM

EN

T

(W

ID

TH

V

AR

IE

S) br ic k po ol d ec k

2.7' x 1.6' fiberglass wire pull box

0.8' wood light pole 3.2' South, 0.1' West hedge

0.7' x 6.0' high masonry wall concrete apron concrete apron concrete sidewalk co nc re te si de w al k

1.2' x 2.7' plastic water meter

(2) overhead lines

.9

9.3'

8.0'

6.4'

5.5'

0.5'

90.0' 55.1'

1.

8'

0.7'

' A

LL

EY

B Y

PL

AT

V

AC

AT

ED

PE

R

C O

T O

R D

IN

AN

C E

-A

0.

4'

32.9'

0.6'

0.9'

9.1'

5.8'

0.5' 1.5'

2' concrete curb and gutter

LOT 18

LOT 20

.6

.4

.3

.0

.9

3.

9'2.3'

4' chain link fence

6' wood board fence ed ge o f p av em en t

.8

25' building line

DRAINAGE AND UTILITY

RESERVATION PER COT

ORDINANCE 7917-A

5.0' 5.0'

Storm Sewer Drainage Easement Per COT Resolution 3602-E

Drainage Facilities Easement Per COT Resolution 756-I 7.

5'7.

5' concrete curb inlet

IR 1/2"

C

C

C

.1

5.0' 5.0' 10.0'

2.

0'

3.

7'

1.

8'4.

5'

6.

2'

112.0'

100.5'

3.8'

9.6'

.0

5.3' 160.4'

.5

.0

.0

30' building line

DETAIL "B"

DETAIL "C"

DETAIL "D"

drainage manhole with 4.0' diameter concrete base drainage manhole with 4.0' diameter concrete base drainage manhole with 4.0' diameter concrete base drainage manhole with 4.0' diameter concrete base drainage manhole with 4.0' diameter concrete base

4.5' centerline of 18" reinforced concrete pipe centerline of 18" reinforced concrete pipe centerline of 18" reinforced concrete pipe centerline of 18" reinforced concrete pipe centerline of 18" reinforced concrete pipe

DRAINAGE AND UTILITY

RESERVATION PER COT

ORDINANCE 7917-A

S

°5 0'

" W

.0 0(

D )(C

N

0°

'0 7"

E (M

.9 7'

(M

'(P

1.

8'

4' chain link fence

6' wood board fence

The West 1/2 of Vacated Alley

Proposed Easement No. 1

Proposed Easement No. 2 The Westerly 15.00 feet of the Easterly 20.00 feet of Parcel

LOT 6 OVERALL AREA = 8123 square feet (0.186 acres) LOT 6 LESS EASEMENT AREA = 5246 square feet (0.120 acres)

The Northerly

15.00 feet of Lot 6

The Easterly

20.00 feet of Lot 6

The Southerly 7.50 feet of the Northerly 15.00 feet LESS the Easterly 20.00 feet of Parcel

Notes

1. Bearings shown hereon as (M) are based on the Florida State Plane

Coordinate System, Transverse Mercator, West Zone NAD 83/90 a bearing of N 00°37'34" E, was held on the East right of way line of South West Shore Boulevard, along the West line of Block 28, BEACH PARK UNIT 3, according to the map or plat thereof as recorded in Plat Book 10, Page 59 in the Public Records of Hillsborough County, Florida.

2. C.O.T. and certifying land surveyor make no representations or guarantees pertaining to easements, rights of way, setback lines, reservations, agreements and other similar matters.

3. All matters of record depicted hereon were within C.O.T. survey section files.

4. C.O.T. and/or certifying land surveyor has not made a search of the Public Records for any titles, deeds, reservations, easements, rights of way, setback lines, agreements or other instruments that may be recorded therein.

5. Survey based on monumentation found acceptable.

6. Neither interior fences, structures, nor improvements, either above or below ground, have been located as part of this survey, except as shown.

7. Boundary information taken from COT Survey dated 9/22/2020.

8. The specific purpose of this survey is to update the survey with the location of a newly constructed drainage pipe and to create two new proposed drainage easements.

9. This survey consists of two (2) sheets, each incomplete without the others.

Legend

(M) Measured

(C) Calculated

(D) Description

(P) Plat

(R) Reported

(CP) Calculated from Plat CIR Capped iron rod IP Iron pipe IR Iron rod CM Concrete monument FND Found R/W Right-of-way OR Official Records book, Public Records of Hillsborough County EOL East of line NOL North of line

South of line WOL West of line PC Point of curvature PT Point of tangency

PRC Point of reverse curve ID Identification

COT City of Tampa

NTS Not to scale NCFS No corner found or set

Fence post at gate

Found monumented as shown Found 5/8" iron rod and cap "City of Tampa T. & S.S."

Set MAG nail & disk "City of Tampa T. & S.S. Survey"

BOUNDARY SURVEY

SECTION 20, TOWNSHIP 29 S. RANGE 18 E.

HILLSBOROUGH COUNTY, FLORIDA

DATE OF LAST FIELD WORK: 08/27/2025

DRAWN BY: SURVEY SECTION DRAFTING - KJ

FIELD BOOK: 2020 - 5, 2025 - 5

DRAWING FILE:

SHEET NO. 2 OF 2

REVISIONS

DESCRIPTION DATE

NN

CITY OF TAMPA, FLORIDA

DEPARTMENT OF TRANSPORTATION

AND STORMWATER SERVICES

SURVEY SECTION

3808 EAST 26TH AVENUE

TAMPA, FLORIDA

(813) 635-3430

6' wood board fence4' chain link fence

6' wood board fence

0.

6'

0.

3'0.

2'

0.

4'

0.

5'

0.3'

3.8'

0.9' 0.6'

1.2'

2.7' NCFS

(unable to access to set corner)N 89°26'29" W 5.00'(M)(D)

DETAIL

NTS

4.

2'

0.

1'

0.

5'

3.7'

6' wood board fence

CM 4" Diameter with IR 5/8"

DETAIL

NTS

1.9'

6' wood board fence

DETAIL "A"

1" = 10'

4' chain link fence

1.

0'

3.

4'

5.5'

4.9'

5.0' x 5.0' concrete vault with drainage manhole co nc re te c ur b in le t co nc re te s id ew al k drainage manhole with 4.0' diameter concrete base

1.8'

1.

9'

0.2' br ick po ol de ck

1.

8'

1.

8'

1.

8'

1.

3'

0.

7'

1.

8'

0.

2'

2.4'

0.

2'

1.

4'

1.

6'

5.

6'

1.

8'

0.

1' 4.5'

1.8'

' A

LL

EY

B Y

PL

AT

V

AC

AT

ED

PE

R

C O

T R

ES

O

LU

TI

O N

7- A

Drainage Facilities Easement Per COT Resolution 756-I7.

5'

Drainage Facilities Easement Per COT Resolution 756-I

8.

1'

8.

2'

3.6'

3.8'

2.

0'

1.

2'

1.

8'

1.8' 0.3'

1.8' 1.8' 1.4' with drainage manhole

5.0' x 5.0' concrete vault

DETAIL "B"

NTS

DETAIL "C"

NTS

DETAIL "D"

NTS

Section 20 - Township 29 South - Range 18 East, Hillsborough County, Florida drainage manhole with 4.0' diameter concrete base drainage manhole with 4.0' diameter concrete base

5.0' x 5.0' concrete vault with drainage manhole

5.0' x 5.0' concrete vault with drainage manhole

13.4'

10.8'

10.4'

13.0'

9.

0'6.

5'

10.4' 13.0'

9.

0'

6.

5'

8.

9'6.

8'

8.

9'6.

8'

13.4' 10.8'

.0

0'

.0

0'

20.00'

20.00'49 .9

7'

104.82'

105.09'

.9

9' 0.76'

0.76'

0.88'

0.

0.88'

0.

7.

7.

15.00'

15.00'

Easement No. 1 Easement No. 2 Easement No. 2

9.6'

9.2'

6.6'

6.

1'

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AutoCAD SHX Text 412 S.West Shore Blvd_Pipes.dwg412 S.West Shore Blvd_Pipes.dwg

AutoCAD SHX Text 9/12/2025 3:51 PM - C:\Projects\412 S West Shore Blvd\412 S.West Shore Blvd_Pipes.dwg - KYLE JEROMINEK - C:\Projects\412 S West Shore Blvd\412 S.West Shore Blvd_Pipes.dwg - KYLE JEROMINEKC:\Projects\412 S West Shore Blvd\412 S.West Shore Blvd_Pipes.dwg - KYLE JEROMINEK - KYLE JEROMINEKKYLE JEROMINEK

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