CSP2011-08020Planning Department 2265 I LF TO BAY BLVD
Clearwater 100 South Myrtle Avenue CSP2011 -08020
Clearwater, Florida 33756 Mattress One
Telephone: 727 -562 -4567 M aress 1 One
Fax: 727- 562 -4865
Zon -g: Mobile Home Park Atlas #: 299A
❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION
❑ SUBMIT ONE (1) COPY OF THE FOLDED PLANS (see C, D, & E below)
❑ SUBMIT APPLICATION FEES 400.00
COMPREHENSIVE SIGN PROGRAM APPLICATION
(Revised 06/05/08)
— PLEASE TYPE OR PRINT—
GENERAL PRINCIPLES.- The intent of the Comprehensive Sign Program is to provide private property owners and businesses with
flexibility to develop innovative, creative and effective signage and to improve the aesthetics of the City of Clearwater. This program
provides an alternative to minimum standard signage subject to flexibility criteria, which ensure that signage will not have an adverse
impact on the aesthetics, community character and quality oflife of the City of Clearwater.
A. PROJECT LOCATION:
PROJECT ADDRESS(ES): 2266 '' 2-271 G/ULF -0 AW !y BCGD.. e%64�Gf/�47ZXr, A4 A37�y
PARCEL NUMBER(S): % � Z 7 — 700 -3 2 0 - 12.10
APPLICANT, PROPERTY OWNER AND AGENT INFORMATION:
APPLICANT NAME:�" nQ�LO
APPLICANT EMAIL: C�ilo a ACS 18a 5 • COln
MAILING ADDRESS: /OZO/ X04A 7 �(,/.f. , 6alW AMITY: CC 44111M CSTAATE:�ZIP3Z ,62 y
PHONE NUMBEF( ;ZQ � �7' ' S ' FAX NUMBERe�WZ/ 952— S.J Z5
PROPERTYOWNER(S): Ze-"S f� CO.. ZLG,P !&r, ,ELZ.IS Gf% 4 ;rD
(Must include ALL owners)
OWNER(S) EMAIL:
AGENT NAME: (Contact Person)
AGENT EMAIL: ��[��/�,.�j/wy�GSf4Z.1.5. 6D /iii
MAILINGADDRESS:LQ20/ A10CA��++/ C • 17rZM CITY: D.�llllt'/Gb rSTATTEE:y�ZIP:32K2 -y
PHONE NUMBER�yO2? &�� S'T FAX NUMBER( yd ; �.��" 5S4
Ch k if AGENT is Contractor /� , �C/ �IJ��Z
Sign Contractor Name: /� G J�� �1✓ State License Number: J
Page 1 of 6 - Comprehensive Sign Program Application - City of Clearwater
C. PROOF OF OWNERSHIP AND SURVEY: (Code Section 4- 202.A.5)
! SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED OR AFFIDAVIT ATTESTING TO THE OWNERSHIP OF THE PROPERTY
❑ PROVIDE A SIGNED AND SEALED SURVEY OF THE PROPERTY
D. SIGN PLAN AND ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Code Sections 4 -1008 and 4- 202.A.23)
❑ SIGN PLANS with the following information (not to exceed 24" x 36 "):
All dimensions;
Size of site (in acreage and in square feet);
Bar scale and date prepared;
To -scale drawings in color, of all proposed signage (attached, freestanding, and directional signs), which include the following:
L dimensions, with dimensional arrows;
ii, sign area in square feet;
iii. height and width of sign and sign structure, measured in feet;
iv. labels of all colors;
V. surface area of the sign proposed;
vi. text copy including the message of the sign;
vii. changeable copy, if proposed; and
viii. describe any illumination including the type, placement, intensity, hours of illumination and system to automatically turn off lighting
when the business Is closed, and sign area to be illuminated.
Color building elevations, to scale, for all facades of any building with proposed and existing attached signage;
Master sign plan for shopping centers and office parks, to include all signs;
Site data table, to include how all proposed signs (existing and new, name each one with a title) meet code requirements, with a calculation
worksheet; and
Number, type, location and surface area of all existing signs on the same property and or building on which the sign is to be located.
E. SITE PLAN SUBMITTAL REQUIREMENTS: (Code Section 4 -1008 & Section 4 -202)
❑ SITE PLAN with the following information (not to exceed 24" x 36 "):
All dimensions;
North arrow;
Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared;
Location map;
Footprint and size of all buildings and structures;
All required five -foot setbacks as measured from property line;
All existing and proposed points of access;
All required sight triangles;
Location of all public and private easements and street rights -of -way within and adjacent to the site;
Location of all existing and proposed sidewalks;
Lot frontage on all rights -of -way;
Location with labels of all freestanding (including directional) signs proposed and existing (indicate whether to be removed);
Location with labels of all attached signs, proposed and existing (indicate whether to be removed);
Show all property lines:
Identification of water courses, wetlands, tree masses and specimen trees, including description and location of under story, ground cover
vegetation and wildlife habitats or other environmental unique areas;
Sight visibility triangles shown and labeled;
Location of all proposed landscape material including size and species;
Land areas expressed in square feet and acres; and
Location of the sign in relation to property lines, public rights -of -way, easements, buildings and other signs on the property.
Page 2 of 6 — Comprehensive Sign Program Application — City of Clearwater
F. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 1807.C)
Signage proposed as part of a Comprehensive Sign Program may deviate from the minimum sign standards in terms of numbers of signs per
business and/or parcel of land, maximum area of sign face per parcel of land and the total area of sign faces per business or parcel of land,
subject to compliance with the flexibility criteria outlined below. As part of the program, all sign types shall be reviewed for the business and/or
the development parcel to achieve compliance in so far as possible with these current regulations. A master sign program for shopping
centers, including all out parcels, and office complexes shall include all types of signs for all tenants/uses within the development parcel
These will be reviewed as a Comprehensive Sign Program application.
All existing and proposed signs must be architecturally integrated into the design of the building and/or site using similar and coordinated
design and style features, materials and colors, etc. Attached signs shall be horizontally and vertically proportionately located on
each facade with no protrusions above roof lines, over windows, trim, cornices or other building features.
❑ Provide complete responses to the COMPREHENSIVE SIGN PROGRAM CRITERIA including !gw the criteria are met:
1. Architectural Theme. How is the design, character, location and /or materials of all signs proposed in the comprehensive
sign program demonstrably more attractive than signs otherwise permitted on the parcel proposed for development under
the minimum signs standards? Additionally, demonstrate how the proposed signage improves the community character.
Further, explain how all signs are architecturally integrated into/with the design of the building and /or site using similar and
ordinated design featur s, matevials and colors, tc.
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lu w\ou t\AcA drwn",. , eAkel Vc�dk Mo t(e&s Qtrc. 42-" -t-- \1 Gil
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"tall ti Qt��. Acl ;c cam, lie �t,,piik, Ptt- l�tsln 13t�e Qe��>si L l I 3p„ �i6 S�ATf 3cx
2. Height Describe how the height of all freestanding signs proposed through the Comprehensive Sign Program relate to
the design of the sign and not exceed 14 feet in height?
W 0" Slott. �tC\, 3q ()tk Avc�:,V<- jr�i muQC8 \51m-
3. Total Area of Sign Faces. Height, Area, Number and Location of Signs. The height, area, number and location of signs
permitted through the Comprehensive Sign Program shall be determined based on the criteria below.
Overall size of
What is the distance in linear feet, from the building setback line to the sign location ?.
What is the frontage in linear feet?
O
What is the proposed use ?3 q ,t
r
What is the size of the buildings (in square feet) on site ?T v
How do pedestrians and motor vehicles access the site?
Describe pedestrian and motor vehicular site and roadway visibility
Describe the intended traffic circulation
What is the hierarchy of signage?
4. Elimination of Unattractive Signage. How does the signage proposed result in the elimination of existing unattractive
signage or result in an improvement to the appearance of the parcel proposed for development in comparison to signs
otherwise permitted under the minimum sign standards?
1 ' �Mr-) FXi57 /Uri C% % //� L O/% /r ?,�1./
Cam]
Page 3 of 6 — Comprehensive Sign Program Application — City of Clearwater
Special Area or Scenic Corridor Plan. if the signage proposed is located in the Downtown (D) or Tourist (T) district explain
how the proposed signage is consistent with the appropriate adopted design guidelines.
0
Questions on the application? For any questions please call the City of Clearwater Planning Department at 5624567.
Page 4 of 6 — Comprehensive Sign Program Application — City of Clearwater
Comprehensive Sign Program
Proposed Sign Summary
Provide all information please
Address Sign Type Height (ft)*
or unit # * if freestanding
'Z-2,tZ,,5 - zz---k t
VAa t1
Length
Width Area
Page 5 of 6 — Comprehensive Sign Program Application — City of Clearwater
CITY OF CLEARWATER
AFFIDAVIT TO AUTHORIZE AGENT
a
PLANNING DEPARTMENT
9��YgtEp�C MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, 2nd FLOOR
PHONE (727) 562 -4567 FAX (727) 562 -4865
(Name of all property ow ers) '
1. That (I am /we are) the owner(s) and record title holder(s) of the following described property:
- -, 2 6 6 2 2 i' /_ /:,f T C 13, G''% /3 e z'�
(Address or General Location)
2. That this property constitutes the property for which a request for a:
(Nature of request)
3. That the undersigned (has /have) appointed and (does /do) appoint
as (histtheir) agent(s) to execute any petitions or other documents necessary to affect such petition;
4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act
on the above described property;
5. That (1 1we), the undersigned authority, hereby certify that the foregoing is true and correct.
AA� 2
Property Ownef -
Property Owner
STATE OF FLORIDA,
COUNTY OF PINELLAS
Before me the undersigned, an officer duly commissioned by the laws of the State,of Florida, on this My * day of
' 2611 personally appeared 10&+cx R, g- �rceil , who having been first duly sworn
depo sand says that he/she _fully yunderstand the-contents of he affidavit that he /she signed.
r.1Ehi= i_ GOROSHKO
.:�r- nission DD 764808
sw� x; Tres June 15, 2012
Bonded rhm Troy Fain Insumnca OW385-7019 Notary Public
My Commission Expires:
S:Wlanning DepartmentlApplication Forms0evelopment Review12008 FomrslComprehensive Sign Program Application 2008 draft(inal.doc
Page 6 of 6 — Comprehensive Sign Program Application — City of Clearwater
e) 7, W
-70 0 0. �
-10.2 ?,
Prepared by and return to:
Donald R. Hall
Attorney at Law
Goza and Hall, P.A.
28050 U.S. Hwy. 19 N., Suite 402
Clearwater, FL 33761
File Number: 6299 -H -5
Will Call No.:
.4
Space Above This Line For Recording
a—( -%
Goz, ,
Warranty Deed
�
This Warranty Deed made this a P day of February, 2005 between G211 Development, LLC, a Florida limited
liability company whose post office address is 309 Harbor Dr., Belleair Beach, FL 33786, grantor, and Ellis & Co., Ltd., a
Florida limited partnership whose post office address is P.O. Box 1879, Tarpon Springs, FL 34688, grantee:
(Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of
individuals, and the successors and assigns of corporations, trusts and trustees)
Witnesseth, that said grantor, for and in consideration of the sum of TEN AND N01100 DOLLARS ($10.00) and other
good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged,
has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land,
situate, lying and being in Pinellas County, Florida to -wit:
See Exhibit "A" attached hereto and made a part hereof;
Parcel Identification Number: 18/29/16/00000/320 /1210
Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining.
To Have and to Hold, the same in fee simple forever.
And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the
grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said
land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all
encumbrances, except taxes accruing subsequent to December 31, 2004.
DoubleTime®
KEN BURKE, CLERK OF COURT
PINELLAS COUNTY FLORIDA
INST# 2005049259 02/09/2005 at 08:36 AM
OFF REC BK: 14109 PG: 1589 -1591
DocType:DEED RECORDING: $27.00
D DOC STAMP: $7000.00
Space Above This Line For Recording
a—( -%
Goz, ,
Warranty Deed
�
This Warranty Deed made this a P day of February, 2005 between G211 Development, LLC, a Florida limited
liability company whose post office address is 309 Harbor Dr., Belleair Beach, FL 33786, grantor, and Ellis & Co., Ltd., a
Florida limited partnership whose post office address is P.O. Box 1879, Tarpon Springs, FL 34688, grantee:
(Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of
individuals, and the successors and assigns of corporations, trusts and trustees)
Witnesseth, that said grantor, for and in consideration of the sum of TEN AND N01100 DOLLARS ($10.00) and other
good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged,
has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land,
situate, lying and being in Pinellas County, Florida to -wit:
See Exhibit "A" attached hereto and made a part hereof;
Parcel Identification Number: 18/29/16/00000/320 /1210
Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining.
To Have and to Hold, the same in fee simple forever.
And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the
grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said
land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all
encumbrances, except taxes accruing subsequent to December 31, 2004.
DoubleTime®
In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written.
Signed, sealed and delivered in our presence:
G2B Devel e t, LC, a Florida limited liability company
By
Witness ame: Robert Sz , Mana er
WirnessName:l- -�Z,� Lc7`i(�T�tYY-�
(Corporate Seal)
State of Florida
County of Pinellas
The foregoing instrument was acknowledged before me this4- day of damia:c, 2005 by Robert Szasz, Manager of G2B
Development, LLC, a Florida limited liability company, on behalf of the corporation. He /she [_] is personally known to me
or [X] has produced a driver's license as identification.
[Notary Seat] `+ Gregory A. Fox
Commission # DD338456
Expires August 5m 2008
` Bonded Troy F +in • "urana. Me. BOO-385-7019
Notary Public
Printed Name:
My Commission Expires:
Warranty Deed - Page 2 DoubleTime®
Exhibit "A"
Commence at the Northwest corner of the Northwest 1/4 of the Southwest 1/4 of Section 18, Township 29 South,
Range 16 East, Pinellas County, Florida; thence South 89° 47'09" East, along the centerline of Gulf to Bay
Boulevard, a distance of 798 feet; thence leaving said centerline, South 00° 05'20" West, 50.00 feet to a point on
the South right -of -way line of said Gulf to Bay Boulevard, also being the Point of Beginning; thence from said
Point of Beginning the following six (6) courses:
1) along said South right -of -way line. South 890 47'09" East, 155.00 feet;
2) leaving said South right -of -way line, South 00° 16'03" West, 268.65 feet;
3) North 89' 47'09" West, 299.16 feet; thence
4) North 000 05'20" East, 108.65 feet; thence
5) South 890 47'09" East, 145.00 feet; thence
6) North 00° 05'20" East, 160.00 feet, to the aforementioned Point of Beginning.
i/
CITY
OF CLEARWATER.
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PLANNING & DE \1;tJ)PP11FNI DIRMA I MFN I
i�os 01- -iwt: Box f '48, c I l \GA'l l:R, F! C>RIDA 3 3�58 1' }H
AR
X.10 MUNICIPA1,
51 ?KvICIS B(liini NG, tOO Sol!IH M)RTIF' AVF.NU CLEAR\\Allli, FiowDA 3-56
TELEPHONE. (72 -1) 562- i56 F.XX (�2 i ) 762 Iti v
RECEIPT #: 414632
DATE :8/17/2011
Line Items:
Case No. Tran Code
Description Revenue Account No.
Amount Paid
CSP2011 -08020 CSP
Comprehensive Sign Program 001000000341262000
$400.00
CSP2011 -08021 CSP
Comprehensive Sign Program 001000000341262000
$400.00
Line Item Total:
$800.00
Date Method
Payor Cashier Check No.
Amount Paid
8/17/2011 Check
A C Signs LLC RDECASTRO 1989
$400.00
8/17/2011 Check
A C Signs LLC RDECASTRO 1989
$400.00
Payment Total:
$800.00
As of June 19, 2009, in accordance with City Ordinance #8025 -09 sec.32.288, all
hauling of construction and demoliton debris using open top roll -off containers will
need to be coordinated through the City of Clearwater Solid Waste department.
For more information, please call 727 - 562 -4920.
THIS IS NOT A PERMIT.
To view plan review status and inspection results, please visit us online at
http://epermit.myclearwater.com
This is a receipt for an application for a permit.
This application will be reviewed and you will be notified as to the outcome of the application.
Receipt PavmentProcessin
i'10 �AL°f' "c
•��JS�' " " " "''-�- CITY OF CLEARWATER
�•�=
;Cli: -Q; POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758 -4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
J
p TELEPHONE (727) 562-4567 FAX (727) 562 -4865
.0i/ `�
PLANNING & DEVELOPMENT
September 09, 2011
Camillo Chica
10201 Rocket Court
Suite 100
Orlando, FL 32824
RE: Development Order, Comprehensive Sign Program — CSP2011 -08020 — 2265 Gulf to Bay
Boulevard
Dear Mr. Chica
The Planning and Development Department Staff reviewed your Comprehensive Sign Program
application for 2265 Gulf to Bay Boulevard pursuant to Community Development Code (CDC) Sections
3- 1806.B, 3- 1807.B.2 and 3- 1807.C. The proposed plan includes an increase in the area of an attached
sign and a freestanding sign face change:
1. One Freestanding sign face with white background reading "MAT TRESS 1ONE" with MATTRESS"
and ONE" black in color and "1" blue in color; and
2. One Attached internally illuminated channel letter sign 62.5 square feet in area (3.4 percent of the
building facade area) on the north building facade centered over the entrance. The sign will be flush
mounted to the building facade (no raceways) and read "MATTRESSIONE" with "MATTRESS"
and "ONE" red in color and "1" blue in color.
The Comprehensive Sign Program has been APPROVED and this letter constitutes a Development
Order pursuant to CDC Section 4- 202.E. The approval is based on, and must be consistent with, the site
plans, elevations and drawings dated received on August 18 and September 08, 2011 as described above
and subject to the following conditions:
Conditions of Approval:
1. That any requests which are inconsistent with this approved Comprehensive Sign Program require an
amendment to be filed and reviewed and approved by the Planning and Development Department
prior to issuance of a building (sign) permit;
2. That the internal sign lighting for the attached sign be controlled by a mechanical timer and be turned
off at midnight or whenever the business is closed, whichever is later; and
3. That all other Code requirements /restrictions of Division 18 (Signs) be met, including but not limited
to, grand opening banners, window, temporary, construction, sale leasing signs.
s'
"EQUAL EMPLOYMENT AND AFFIRMATNE ACTION EMPLOYER"
Pursuant to CDC Section 4 -303, an application for a building (sign) permit shall be made within one (1)
year of the date of this Development Order (September 09, 2012). All signs shall be installed and any
conditions met within six (6) months of the date of issuance of the initial building (sign) permit.
Permitted time frames do not change with successive owners.
The issuance of this Development Order does not relieve you of the necessity to obtain any building
permits or pay any fees that may be required. In order to facilitate the issuance of any permit or license
affected by this approval, please bring a copy of this letter with you when applying for any permits or
licenses that require this prior development approval.
Should you have any questions, please contact Matthew Jackson, Planner Il, at (727) 562 -4504 or via e-
mail at matthew.iacksonaa.mvclearwater.com.
Sincerely,
Gina Clayton
Assistant Planning and Development Director
cc: Mary Jo Weaver, Sign Inspector
COhIPREHENSIVE SIG IN i'RUU' &+. Z+ -.
APPROVAL
CASE
ORIGINAL
DO ISSUED l U _ RECENED
Owonnect 3a a CEP 0'_ - _ 2011
PLANNING DEPARTMENT
ATTRESS10NE°�OFCLEARWATER
62.5 Sq. ft
51ON BAND OUTLINE
A 51gn "A" Individual Internally Illuminated Flush Mounted Channel Letters Elevation (62.5 eq. of) (Allowable per code 1830)01.=109.8 eq. ft)
SCALE 1 14- =r-T
HQF_ C U510MQ 10 rWADE PRIMARY ELECTRMAL
SERVICE WITHIN U- T FJ
OF SKIN ,ECTRICAL GONNECRON.
ALL ELECT KM COMPONENTS TO 5E U.L ARRO&P
MANUFACTURES LADEL AND L.L. LABEL SHALL BE PLACED ON SIGN
ACCORDING TO CRY CODE
89-0' STORE FRONT
19'-6'
SIGN •A• :'MATTRESS I ONE'
AC SIGNS TO MANUFACTURE AND INSTALL-
ONE SET OF INDMDUAL ILLUMINATED
FLUSH MOUNTED CHANNELLETTER5REAOING:
'MATTRESS ONE':50' TALL RED ACRYLIC FACTS
RED JEWELRE, FKE- FINISH RED RETURN5, RED NEON or LEV5.
'ONE': 5Y TALL, BLUE AC KYUC FACE, BLUE JEWI
PRE- FINISH BLUE RETURNS, BLUE NEON - LEO5.
21'-0'
le i Film- I V T
"� f iS1drtW
25' -0' IIII w I 9
-.J1 IL_1� t .•
Iljll' �11-
Alwol %I
LANDLORD TO REMME msnh:
i RE -F WT SIGN AREA ABLE COLUN.
L I.u.Lo F—t BuuaPE.o 6—.tIW n
PANEL A
250 RATING
BREAKER #
TOTAL LOAD: 150 AMP
ELECTRICAL SPECS
2 -120 VAC POWER SUPPLY
1 -20 AMP CIRCUIT
1 -20 AMP INTERNAL DISCONNECT SWITCH
TOTAL LOAD: 2 AMPS
GROUNDING/BOUNDING AS PER NEC 250
PRIMARY WIRE # 12 THHNRHWN
RiE SIGN AS PER ASCE 705
AND 2007 F B.C. WIND LOAD
140 MPH EXPOSURE "C"
IMPORTANCE FACTOR 1.0
SIGN ILL 10N.1181 LT1W1APCANDSHU N 1
WHEN INF& NMS CLGSTO.ORMION6HI. J
� WHDIEYW 6:ARP
ALL FABRICATION A INSTALLATION
ACCORDING TO NEC 600 -3
T
SHEET METAL SCREIN-
(MINf TO MATCH RETURN j ,I
r TRIM W (PNNT T.M. RETURN J
18 GAUGE WIRE —
BAS' ACIIY JC FACE RED AGRYUC --p.
LOW VOLTAGE Y 9T0 9fAONG, —
MOUNTED 10 CH. LETTER DAM
WTTH VHS TAPE
PRINT INITEIBOR OF LETTER WHITE —
.04( PAINTED ALUMINUM RETURN—
DRAFT HOLE —
P-1111—PPI9
MATTRESS
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CUSTOM MFG.
F..a1=.„oti . Pti.roL�orlo� _ BEa�I�E
ADDRESS: 2271 -2265 G..Ir Te B.,, BI..a
ADDRESS:
"MR
REVISION
DATE
DESCRIPTION
CIrY I STATE: G..,–., FL 33765 -4049
SALESPERSON: A. C DESIGN DATE: 04/8/11
1HISI SMNIGNU ENPJeus4EnC4MGCH:THOn UIS IJSTOMAr- L15,JBI010
FOR YOI PERSOML USE N CONNECTION WITH A PRJECT BUNS P MNED FOR YOU BY AC EKNS 8
ITTOBEUS�ED. REP90W[o@�TOR EEU�IED INWFAS40h VOLT O VUATWR, 10
RAWINGNo. SCALE. AS Noted DRAWNRYAC
117 Mounivp NaWrna MIN
PANDA
AC TD DC
TRANSFORMEIA
� ENCL05UM POK 0 ONR
INSTALLATIONS Q
It
Ni As REf1
12ON ZrEr FRW1ARY
I- EUCIRY/iL SOIJC W CONDUIT
on r'1
FLUSH MOUNTED CHANNEL LETTERS
MOUNTING DETAIL
P..:trz
MATTRESS 1 ONE - H, 60 . PMb1M. PT...
MATTRESS
OPIE
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CUSTOM MFG.
F..a1=.„oti . Pti.roL�orlo� _ BEa�I�E
ADDRESS: 2271 -2265 G..Ir Te B.,, BI..a
ADDRESS:
REVISION
DATE
DESCRIPTION
CIrY I STATE: G..,–., FL 33765 -4049
SALESPERSON: A. C DESIGN DATE: 04/8/11
1HISI SMNIGNU ENPJeus4EnC4MGCH:THOn UIS IJSTOMAr- L15,JBI010
FOR YOI PERSOML USE N CONNECTION WITH A PRJECT BUNS P MNED FOR YOU BY AC EKNS 8
ITTOBEUS�ED. REP90W[o@�TOR EEU�IED INWFAS40h VOLT O VUATWR, 10
RAWINGNo. SCALE. AS Noted DRAWNRYAC
2265 GULF TO BAY BLVD
CSP2011 -08020
Comprehensive Sign Prograrr
Mattress1 One
Zoning: Commercial Atlas #: 299A
EXISTING DOUBLE SIDED PYLON SIGN ELEVATION - SIGN "B" TENANT COPY ONLY. 3' =5 =15 q. ft
ORIGINAL
RECEIVED
SEP 0 it 201
?(ANNING DEPARTMENT
CITY OF CLEARWATER
:"MATTRESS 1 ONE"
5 TO MANUFACTURE AND INSTALL
S OF BLACK VINYUBLUE "1"
30.5" 2" RET.1.5" D.B.)
_D ON EXISTING WHITE ACRYLIC
7UND.
COMPREHENSIVE SIGN PROGRAM
APPROVAL.
CASE # cs'P2ar1 - 0 0 20
DO ISSUED 9 /s /ii
SIGNATURE
P–:2 -2
PROJECT NAME: MATTRESS 10NE - Hwy 60 at P,.DF� PN.l.
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� 0�
� S %GNS
6
CUSTOM MFG.
Fo.a,=onoti . Itioq.. enati . BeRV1a
ADDRESS: 2271 -2265 G,.Nr T B.y BHe
REVISION
DATE
DESCRIPTION
cm l srArE: Cw—�.r, FL 33765 -4049
SALESPERSON: A C DESIGN DATE: 04 8/11
THIS G AN XM TWA WD D=AVwG CIATFD BY AC SIGNS A CUSTOM M:1 D IS SUBMITTED
DB YOS, PENSdL I�SE w CONNECTIGNIMTH A 171NECT Bf1GP NYED FOR YOU BY AC S6N 6
CUSTOM "UFAC'URNG, VS NOT TO BE $NOM TO AAYM OUTME YOUR ORGAWIDA, NOR 6
ma BF D N >R cEC GG=iED o wan w AN F <aN
RAWING No. SCALE: AS Noted DRAWN BY. AC
2265 GULF TO BAY BLVD
CSP2011 -08020
Comprehensive Sign Program
Mattress1 One
Zoning: Commercial Atlas #: 299A
s °.rc CITY OF CLEARWATER
PLANNING & DEvELOPMENr DEPARTMENT
n -_�o; POS-I OFFIcE Box 4748, CLEAIMMER, FLORIDA 337.58 -4748
4•` UNICIPAL SRRV icEs Buu.DI,NC, 100 SoLra MrRrLE AVENUE, CLEARU- -A Fit, FLORina 33756
TLLE -PHONE (72.7) 5624567 FA -x (727) 5624865
August 18, 2011
Camilo Chica
AC Signs
10201 Rocket Court
Suite 100
Orlando, FL 32824
VIA FAX: 4078575565
RE: CSP2011 -08020 -- 2265 GULF TO BAY BLVD— Letter of Incompleteness
Dear Camilo Chica:
The Planning Staff has entered your application into the Department's filing system and assigned the
case number: CSP2011- 08020. After a preliminary review of the submitted documents, staff has
determined that the application is Incomplete with the following comments.
1. Per the sign plan submittal requirements on page 2 of the submitted application, add
a note to the plans that the illumination will be automatic and shut off when the
business is closed, or midnight, whichever is later.
2. Per the sign plan submittal requirements on page 2 of the submitted application, a
site data table showing how all proposed signage meets code requirements is
necessary. As such, add the calculation to the attached sign plan.
Section 4 -1008 of the Community Development Code states that if an application is deemed incomplete,
the deficiencies of the application shall be specified by Staff. No further development review action shall
be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by
August 29, 2011 at NOON. Failure to do so will result in the application being withdrawn.
If you have any questions, please do not hesitate to contact me at 562 -4504 or
matthew .Jackson @myclearwater.com.
Sincerely yours,
Matthew Jackson
PLANNER II
8/18/2011 letler_Of i— piele-
"EQUAL EMPLOYMENT r>_ND AFFIRmxrR-F. Ac-•i0N BIPLOYER°
E& & Co., Ltd
34 W. ORANGE STREET
P. 0. BOX 1879
TARPON SPRINGS, FLORIDA 34688 -1879
TEL: (727) 938 -0160 • FAX: (727) 938 -0727
July 13, 2011
Business: Mattress One
Address: 2265 -2271 Gulf to Bay Blvd.
City: Clearwater, FL 33764
I have reviewed the proposed work for the above location and approve of same to be
installed by AC Signs or their representative, to do necessary sign work at the above
referenced location and submit any necessary permits needed for work to be performed.
Owner /Agent of Property Signature &1�' 2 • G �°
Print Name PeAcx J
City /State /Zip � P-[)
Phone i2-I'a 38'O f �►a
State of Florida
County of Pinellas
Subscribed and sworn before me this 13°i day of July, 2011
IRENE L. GOROSHKO
Commission DD 764808
N T!\T A TlA "T TT T !'� CST TT /1r `T l�T TT A /!'�T' A T
iv:� i r> t� a F U r�L i� - > A i E Or i• L vd\i�t. �L.yL r-
1 1 a• .�,.:a' ,�cpaes June 15, 2012
F3alc-1 Thru Tmy Fain MKUra m 800.3957019
NOTARY PUBLIC
(Print)��
MY COMISSION EXPIRES (c' 15-12—
i
318' THROUGH BOLT
(PREFERFO METHOD)
CONCRETE
OR CMU
RACE WAY FRAME,
CLIP OR BAR
2" WASHER ON
BACK OF WALL
WOOD OR
STEELFRAME
RACE WAY FRAME,
CLIP OR BAR
2x4 BACKER
ON BACK OF WALL
318' EXPAN ION SHIELD
3000 PSI
CONCRETE
RACE WAY FRAME,
CLIP OR BAR
2 112" EMBED.
DEPTH
114" SDS SCREWS
WOOD FRAME
RACE WAY FRAME,
CLIP OR BAR
1-2'MIN.THREAD
PENETRATION
NOTE:
SDS SCREW MUST BE IN THE
CENTER OF WOOD STUD
3/8' TOGGLE BOLT
HOLLOW CMU
Lill
RACE WAY FRAME,
CLIP OR BAR
f- WOOD OR
STEEL FRAME
RACE WAY FRAME,
CLIP OR BAR
7116" OSS, MIN,
14' SIMPSON TITEN OR TAPCON
CMU OR CONCRETE
RACE WAY FRAME,
CLIP OR BAR
CMU 1 114" EMBED.
DEPTH OR
CONCRETE 1 112"
EMBED.DEPTH
0
to
i
i
Z
HORIZONTAL SPACING
EASTERNER
WALL
ALLOWABLE
LLI
TO RACEWAY wl
LOAD
5" VERT. SPACING
(8)!#10 SCREWS
(SEE TABLE FOR
7' VERT. SPACING
THRU BACK OF RACE
TOP OF RACEWAY
HORIZONTAL SPACING)
THRU CLIP BAR
WAY
a" THRU BOLT A307
CMU /BRICK
500 LBS
36" O.0
25" O.0
GROSS AREA
CONCRETE
�z
xx
STUD w/ DSB
Z_
¢
STUD W/ 2X4 BACKER
LL O
6" LAG W/ SIMPSON
CMU
250 LBS
18" O.0
12" O.0
SMSA37
CONCRETE
585 LBS
42" O.0
30" O.0
" SIMPSON SDS
SPF
240 LBS
17" O.0
12' O.0
2" THD PENETRATIO
SYp
345 LBS
25 " O.0
17" O.0
TOGGLE BOLT
OSB
200 LBS
14" O.0
10" O.0
CMU
300 LBS
21" O.0
15' O.0
" SIMPSON TITEN
CMU 1Y4" EMBED.
DEPTH
150 LBS
10" O.0
7" O.0
OR TAPCON
CONCRETE 1
room —1-
365 LBS
26" O.0
18 O.0
0
to
FASTENER SPACING (SEE TABLE)
NOTE:
SIGN LETTERS ARE TO COVER LESS THAN 50% OF 60" TALL GROSS AREA
OR USE DOUBLE REQUIRED NUMBER OF FASTENERS,
EXAMPLE. IN DRAWING ABOVE LETTERS "LT" ARE 50% OF GROSS AREA
MA)aMUM WEIGHT OF LETTERS 8r RACEWAY IS 44 LB PER FT
(2) FASTENERS SPACED
i
i
Z
i
i
i
i
U J
LLI
TO RACEWAY wl
-- - - - - - - _7_"`
z / /
(8)!#10 SCREWS
(SEE TABLE FOR
d' W! �
TOP OF RACEWAY
HORIZONTAL SPACING)
i
AND (8) #10 SCREWS
a. a w a
GROSS AREA
BOTTOM OR RACEWAY
FASTENER SPACING (SEE TABLE)
NOTE:
SIGN LETTERS ARE TO COVER LESS THAN 50% OF 60" TALL GROSS AREA
OR USE DOUBLE REQUIRED NUMBER OF FASTENERS,
EXAMPLE. IN DRAWING ABOVE LETTERS "LT" ARE 50% OF GROSS AREA
MA)aMUM WEIGHT OF LETTERS 8r RACEWAY IS 44 LB PER FT
(2) FASTENERS SPACED
Z
ATTACH EA LETTER
7" VERTICALLY MIN.
U J
LLI
TO RACEWAY wl
AT EACH LOCATION
(8)!#10 SCREWS
(SEE TABLE FOR
d' W! �
TOP OF RACEWAY
HORIZONTAL SPACING)
LL
J C7
AND (8) #10 SCREWS
a. a w a
BOTTOM OR RACEWAY
�z
xx
(USE DOUBLE THE
Z_
¢
FASTENERS IF
LL O
LETTER COVERS
p
OVER 50% OF AREA)
(2) FASTENERS SPACE[
SHEET METAL RACE WAY
5" VERTICALLY MIN.
(BY OTHERS)
AT EACH LOCATION
(SEE TABLE FOR
SIGN CABINET
HORIZONTAL SPACING)
(BY OTHERS
r. M"AX
bEPTH VARIES
A
—SIGN CABINET
(BY OTHERS)
—SHEET METAL RACE WAY
(BY OTHERS)
—OPEN AREA
>50% OF GROSS
AREA OR DOUBLE
FASTENERS
ATTACH EA LETTER
TO RACEWAY w/
(8) #10 SCREWS
TOP OF RACEWAY
AND (8) #10 SCREWS
BOTTOM OR RACEWAY
(USE DOUBLE THE
FASTENERSIF
INTER COVERS
OVER 50% OF AREA)
SIGN CA8INET
(BY OTHERS)
SHEET METAL RACE WAY
(BY OTHERS)
12" MAX
DEPTH VARIES
CONCEALED FAS]ENEgS
General Notes
1 SCOPE OF WORK NOTE: This document establishes minimum requirements for
attachment of genenc Signs to existing walls based on specified wind and gravity
Ioads.Sign faces, letters, cabinets raceways, and attachment brackets are
structurally and electrically designed by the sign manufacturer and are specifically
not responsibility of this engineer. Size, solid area, and weight of generic signs is
limited as specified in the generic outline drawing Existing walls are specifically
not responsibility of this engineer. In FectmaLenals and construction of existing
walls is not known at the time of this seal; for this reason various attachment
options for various wall Consfruction rypGs are Specified It is the Sign installers
responsibility to selactan approved attachment detail based on the existing wall
type It is the building inspector's responsibility to verify existing wall constr uct on
and proper selection and installation of attachments conforming to thisgeneric
attachment engineering
2 Construction Drawing Information
a Basic Wind Speed, V = 140 MPH (3 second gust)
b Wind Exposure = C
c Wind Importance Factor, I = 1 0
d Occupancy Classification, Category II
e Cpl = N/A
3 Wind pressure determined using the criteria In FOC 2007
a Sign Helghl = 30 ft max, Mean Roof Height = 30 ft max
b FBC 2007 Component $ Cladding, Zone 5, Exposure C, 30ft Mean Roof Height
-66 1 psf wind pressure against watt surface or solid letter area, -33 1 psi over
grass area if letters are 50% of gross area
c ASCE 7 -05 Fig 6 -22 Open Signs Force Coefficient Cf = 1 6, Solid /Grass Area
Ratio E = 50%, Height Factor Kz = 0 98, Directionality Factor Kid = 0 05, Rigid
Structure Gust Factor G = 85, Velocity Pressure qh = 0 00256 ' Kz " Kzt " Kid '
Vz " I = 0 00256 ' 0 981 1 0 ' 0 85 ' 140 12 ' 1 0 = 41 8 psi, Factored Wind
Pressure = P = qh " G ' Cf ' E = 30 7 ' 85 ' 1 6 " E = 28 42 psf if letters are 50%
of gross area
4 Florida Budding Code 2007 with 2009 supplement, ASTM specifications, ACI -318 for reinforced
concrete, Amencan Welding Society Code for Welding in Budding Construction,
AISC Specification for Design, Fabrication, and Erection of Structural Steel for Buildings,
5 Wall material specs for attachment only (Budding design and structure Is by others )
a CMU shall be 8" ASTM C90 with fasteners in 1 25" face shell
to Wood framing shall be 2x4 SPF, 0 42 s g with fasteners in mid 112" of 1 5" edge
c Cold Formed Steel Framing shall be 033 ", 361<si with fasteners in f ange
d Wood Structural Sheathing shall be 7/16" OSB or plywood
e Concrete shall be 3000 psi min compressive strength
7 Contractor shall verify all wall materials and construction, dimensions, and conditions in the
field before erection and notify the engineer of any discrepancies
8 Fasteners
a 318" A307 steel through bolts.
(For CMU, concrete, wood frame, and steel frame)
Install 2X4 on back side of wall if frame construction, or 2" washer if CMU
Allowable tension load = 500 lb
to 318 long lag screw expansion shield (Simpson SMSA37)
(For concrete, CMU, and structural brick)
Drill 5/8' hole, blow clean, tap anchor fius h with surface, insert 3/6 - 16 screw and
lighten Boll must engage min 2/3 of threads Allowable tension load in brick or
mortar is not specified by Simpson
DO NOT USE LAG SHIELDS ON BRICK OR STONE VENEER
Allowable tension load in 3000 psi concrete = 585 lb
C 114" x 3" Simpson Strong - Drive® screw (SDS) For wood framing
Drive screw into wood stud using dnll /diner 1/2" edge spacing and 2" thread
penetration minimum Use longer screw if required for 2" penetration Prednll w/
5/32" bit in SYP, SPF does not require predrill
Allowable tension load w/ 2' thread penetration = 345 lb in SP / 24D Ito in SPF
d 318" toggle bolt ForOSB and Hollow CMU Not allowed in Gypsum board
Drill 7/8" hole thru CMU face or 058 Insert wings thru hole until wings spring back
fully against Inside Face cif wall Tighten ball
Allowable tension load in 7/16" OSB = 200 lb, in hollow CMU = 300 lb
e 1/4" Simpson Titen or Tapcon For concrete and grout filled or hollow CMU
Drill 3116" hole Insert Tapcon Into hole and tighten using drill /driver
Allowable tension load in 3000 psi concrete = 355 lb, In hollow CMU = 150 Ito
F. #10 Stainless sleet sheet metal screw:
For 040" aluminum letter screwed to 065" aluminum raceway (30 ksl minimum)
Nominal screw dia 0 190, Head dia 0 375, minimum of (3) exposed threads
Allowable tension load 74 lb
U)
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MARCOS FIGUEROA
LIC N #: PE31707
a
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POR
(PARrNr PARca)
POC
PARCEL J&4)
NW CORNER OF NW 114 OF
SW 114 OF SEC77ON 18
FND N&D IN cumur
M
S89-42'02"E(M)
innnnnnnnnnnnnnnnnnnn nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnI
S89-47'09"E(P4) S.R. 60 798.00'(P4) SYMBOLLEGEND
617.67'(D) V = FIre Hydrant
IVFNS,--- _""_1tVFNS _��61 7, 0 = utility Pole
�:: S89-43'00"E(D) (9 = Water Motor IGULF TO BAY BOULEVARD S89-41-54-E(C) EAST - wsr cERERLIRR oF swnoy 18 AND S89*43'00"E(D) 653.00'(D) = Guy Anchor
CENTERLINE OF GULF- r0-8A Y BOULEVARD S89-41 -1 8"E(P3) 653.00'(P3) =WaterValve
CEN 7 ER OF = Sign
= Sanitary Manhole
S89'41'54-E(C) IL SEC77ON 18
SN&D Handicap POR77ON a = Drainage Manhole
.71n 0 �-, b FIR J14 0 = Grease Trap
0 EN FOR p 0 NE CORNER TA K Curb Inlet .7/) in q =Spot Elevation
-0 (19EN r)
Curb Inle t OF NW 114 * =" RIW S89-41-20"E(M) I P C OF z e Elt C. f�ura 2' Con c. Curb C) 0 in 891.71 kM) 0 S89*41'54"E(C) SW 114 OF =Well
0 C5
PLAT BOOK 100 PAGE 13
TURNER PROFESSIONAL PARK
UKU1U UAK�i , A L;UNDOMINIUM�
GATE VALVP^ff^
cci L4
HandIcap
r0B
PARCEL I.D. 18/29/16/92650/000/0020
Crossin
Strip
CONDOMINIUM PLAT BOOK 53 PAGE43
destrion Signal Pole
SHEE r I o f 1
6" Con c. . Curb
PARCEL I.D. 18/29/16/
-'ZOHW
ovation I.E. = Invert El
MattresslOne
T05
... .
...
NFNS
SCO
ra
180.02'(M)
LP Occuples
8 Conc. =Cur
5�lgnol SN&D
C/sw
Corner
:z
0
8FP
4' Prithess
Retention Pond
SN&D
Park Atlas 299A
C)
SURVEYOR'S CERTIFICATION
GEODATA SERVICES INC.
PINELLAS COUNTY
4' Prithess
CS
U
Asphalt
Con trol
Asphalt
Structure
TOB= Top of Bank
(
z 0
;U
JURISDICTIONAL. HAZARDOUS OR ENVIRONMENTA11Y SENSITIVE AREAS.
q z
0 V)
ACCURATE TO THE BEST OF MY VNOWLEDGF AND BELIEF. SURVEY NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
POS
AKING
RIW r
C.
irl
0 cc
0 Cl)
cNi
on
r
Cate
ME$ = Mitered End Section
IMLIP = Metal Light Pole
1 1. ALL INSTRUMENTS SHOWN HEREON ARE OF 1THE PUBLIC RECORDS OF PINELLAS COUNTY.
d,
In
F 0
y Ui
AfFJNS
WV
8" Conc.
Curb
Asphalt
0
NFNS = Not Found and Not Set
FLORIDA, UNLESS OTHERWISE SPECIFIED.
FLOOD ZONE SHOWN HEREON AS PER
COM�UNITY
PANEL NUIVVER. 125096 0128 G
(NR) z Not Radial
NFNS
4* CISW
z
(A
0
0
.
...8FP
- --------
S
(D
O.R. = Official Records Book
oHw = Overhead WIre(s)
0
Iq
PROVIDED BY THE FEDERAL EMERGENCY
MANAGEMENT AGENCY.
,
C)
Asphalt
fLP
L4
8 Conc. Curb
N89-41 '49 -W(C)
I46
613.93 '(C)
igh
FCIR 518
LB 6928
P.O. = Plat Book
pCp = Permanent Control Point
STRUCTURES. NO EXCAVATION WAS PERFORMED FOR THE LOCATION OF SUCH UTILITIES.
DRAWN BY JS.H.
P R P
N89-39-51"W(M)
BrIck Column
3' Wood 1_1
'in
614.19'(M) Metal Gate
PG(s) = Page(s)
1
2' t�igh
Asphalt
iL5
(TOICGI)
Fence
C;
Ll
iPLS
= Professional Land Surveyor
Beginning
S89'40'55"E(RW)
SCALE: 1" 40'
M
C)
33.00'(RW)
L2
POS = Point of
@
f ND N&D
S89'40'55"E(RW)
IM
28.00'(RW)
FCC = Point of Commencement
PRM = Permanent Reference Monument
L3
LB 6928
Asphalt
N45-04!09-E(C) M
PARK
S45*04'09"W(RW) "E(M)
PVC/F = Plastic Fence
N45'04'09 -To Witness
conc,
35.21'(C)
35.20'(RW) 0
31.21'(M)-To Witness >
L4
NOO*10'19"W(M)
36
45.04'(M)
L5
N89'40'55"W(RW)
3'
Bollord(2)
3.00'(RW)
POR nON
amp R,
TA KEN FOR
T'
RA
�L: 'd 3. 11' Con :z C14
. DESCRIPTION
A` b z- Ln ALL that certain piece, parcel or tract in
6.9-c U3: to
of la d situate, lying and being ....... ... . ..... ...... .
11 'd .00 Pinellas County, Florida, more particularly bounded and described as follows:
c' rL OD 0
tq 0 V 17 . ... ......... ... . ......... 0 . ........... 3.10 U �... 1.4 N P R9 ]::(O -"'No .......... .......... That part of the Northwest Quarter (NW 1/4:) of the Southwest Quarter (SW
C 7 - Q It rf I, . ...... ................ LJJ zz .. ....... .. v .......... rw ty-Nine (29) South, Range Sixteen
. ... ........ Conc, .......................... 1/4) of Section Eighteen (18), Township Twe
........ ... ........................ - IT a:: CA ..................... as escri e as a eginning a er or Wes uor er 0
19 a . .... ..... ........ a outspokiii Bicycles 91 6.9'2. 91 6. 8'2.9'i 1 8. 8':i W, W F- LU the Southwest Quarter (SW 1/4) of Section Eighteen (18), Township Twenty-nine
................ ...... ..... b Asphe ........... Mcci be i '� .... :.%1.1.1.%1.1.-.-.-.-.-.-.z n 1:: n (29) South, Range Sixteen (16) East, which !:is also the intersection of the
2239-2243 Gulf to Bay Planter to Bay: ......
2251-2253 Gulf n (D
91 k 3.1 cc -to-Bay Boulevard and run thence South
�c M t WI Asphol nter line of Belcher Road and Gulf
�zlieul Blvd 3,634 SF 2,371 SF .......... .......
................... ................... .. I _J ................ . ...... ........ . .......... ....... ......... ..... CL 0
........... Oit SF ....... ........... 89'43'00" East Six Hundred and Fifty-three 1(653) feet along the East and West
.................................. ........................ ......... ...... enter line which is also the center line of Gulf-to-Bay Boulevard to a point Six
SW Rompl--- U1. W z 04 c
................. . ....... 1. ...................... ..... .. ........ . ............. 6 81 . . .... mattress One 7 . ....... F_ 7, W I .. - 79 Asphalt M q�, vi 1
i
M
SW Romp
Iverhang ---*'
Asphalt ollardr-4)
SW Romp
2. 1 �0 75'
� Wo 101
I golldrd(4)
SW Romp 0.
..... ......
If Hundred Seventeen and Sixty-seven hundredths k617.67) feet West of the a 00 00 2265-2271 Gulf to Bay BlvM-----, ....... 0 ou Northeast (NE) corner of the Nc�thwest Quarter (NW 1/4) of the Southw
. . . . . . . . . . . . ... ... ... .......... ............ .............. ..... ........... . ........... ............... uar er 0 Sol cc ion ig een; run - ence ou
. . ......... es Ix
10 ............. 'E( .................. ..........
................... ........... .. Q9 S89'4 'O . ................. Hundred Sixty-seven and Seventy-seven hu ::dredths (667.77) feet; run thenice
........... .. ...................... CID .......... .......... 145.0 '(P &F14) .pg. .............
.................................
.......... ... ....... .. . . ... .. . . . . . . . . . . .......... 0c) ro North 89*42'55" West Six Hundred Forty-Nine and Ninety-Four hundredths
........... ........... Wl 1PI IPI ............ ...... ...... IV C4 0 with < of Section Eighteen (18) (being also the ce:ter line of Belcher Road
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . n
. . . . . . . . . . b C). U) _T1 I I -seven and sevent -seven hundredths (667.77) feet more
Ld (649.94) feet to the West line of said Section Eighteen (18), which is also the
0 .......................... 0 L)
Block W e"�Trench Drain center line of Belcher Road; thence run North 0*10'41" West along said West line
rol&r ) a distance
Asphalt of Six Hundred Sixty
.................... ....... . .. ........... . . y
. ................. ...................... ..................... .............. ........... . ... ...... ................... ................ IJ ......... or less to the point of beginning; subject to the right of way of Gulf-to Bay
. . . . . . . . . . .. . ... ............. Ballard . ............ .......................... Boulevard over the North Fifty (50) feet of 'said tract and subject to the right
*1".1," . .................... PARCEL 4 .......
. . . . . . . . . . . . . . . a- (a .............. .............. Con q. (6 C� .......................... ...... ........ ...........
.......... of way of Belcher Road over the West Thirty-Three (33) feet of,said tract.
....... . - . . . . . ........ �.! .0 9 C'4 -L0 Loodin .. ................. --- .......................... CIL in (0 I. . . . . ... . .. Dock
.............. .0 Less additional right-of-way for Belcher Road widening, further described, as
.. . . . . . . . ... . . .... ......... ......... . ........ Ballard b COO 8 CLF C ..... - 41111111 V 0 - follows:
.......... . ..... . .............. DWI repo ter
............. .................. .. ........... . . . . . . . ... z . ......... CJ 1 16" 10o] Pad . ......................... ............ "v .......................... t .......... A part of the NW 1/4 of the SW 1/4 of Section 18, Township 29 South, Range
.. . .................................. .......... FF r5) :�: .*.*:. - :P : :
... .......................... ........ 11 ......... ......... .......... .. ............ .......... C ........... . . 16 East: From the NW corner of the SW 1/4 of said Section 18, run along the
8FP ............
......................................... .... ...... ......... ............... ............... . - Wv WM(5) West boundary thereof, S 0*09'35" East 667
............ 11 .......... . . .............. ............ . ....... ... ...... .................... tm ............. ......... 77 feet; thence S 89*40'55" E,
33.00 feet to the P.O.B., from the P.O.B. run parallel to, the West boundary of
.a .................................... . . .. . . .. .. . .. . . .. .. .. . . . . .. . ... . . .. . . ... . .. . . .. . . . . . . . . ... ... ............. ....... . ......... .............. 0.2' OH .......... __ - I " said S W, 617.77 feet to the
. . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... .......... p4ion 18, and 33.00 feet therefrom N O'D
.......... . . . . . . . . . . . . . . . . . . . . -4 N89'4-7'O9"rN(P4) 4' A VClf� 4' fVCIF inters )n of the rights-of-way of Belcher' Roc, 'ounty Road 27) and
. . . . . . . . . . ....... ....... . I.................. F-6m-'518 N89-41-54"'W(C) LB 7*66 Gulf-t, -Bay Boulevard (State Road 60); thence by t'he right-of-way line of
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 298.81 halt '47-1 O"W(M) 0
- - - - - - - - - - - - . . . . . . LB 6928 N89 Gulf-Lo-Boy Boulevard, S 89*40'55" E, 28.0b feet-, thence S 45*04'09" West
'(M) Gas Warn In 112 -tioned West--bolindary of��ectjon I B MR -foet; thence porallei-to the-oforemen
......... ", A sp Asphalt 298.92
Mor er ............... .......... k BAKER and 36.00 feet therefrom South 0'09',35" E,:; 592,77 feet; thence N 89'40:'55" W.
(Nor us) 3.00 to the P.O.B.
(0. 32 W, 0. OJ �9)
.. ........
PARCE, NO. 3: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. e c er oad Asphalt .......... . . . . . . ......... �*340 SF . . ................ Begin at the Northwest corner of the Northwest 1/4 of the Southwest 1/4 of
...... ...... .............. .... ...... . ..... . ...... . .. . ............. ... .... HAPPY TRAILS MOBILE HOME PARK Section 18, Township 29 South, Range 16 East, and run thence South 89'41'18"
.......... . . . . . . . . . ....
O.R. BOOK 11 922 PACE 2552 East along the quarter section line 653.00 feet; thence South 0'05'20" West,
PARCEL I.D. 18/29/16/00000/320/1200 50.0 feet for Point of Beginning; thence continue South 0*05'20" West 160.0
feet; thence South 89'41'18" East 145.0 feet; thence North 0'05'20" East 160.00
feet; thence North 139*41"lB" West along the!, Southerly line of Gulf-to-Bay
Boulevard 145,0 feet to the Point of Beginning; all lying and being in Pinellas
............... .. ..... . .... ... County, Florida.
................. ...... ...... ......... . . . . . . . . . . . . ------- ................ ........... ...................... ......... .
.. . . . ..... ........... ...... . . . . . . . . . . . . . . ....... . ... ........... PARCEL NO. 4:
......... ......... :�� I- LEGEND
... .......... . . . . . . . . . . . . . . . � I ............... ........................ . .......... . .. . . ........ 'i ......... . .......... ............ . . . . . . . . . . . . ............ . I - .. I C4 10 Commence at the Northwest corner of the Northwest 1/4 of the Southwest 1/4
..................... ...........................................
. .... .. .. ............ .... ..... ... . . . . . . . . . . . . . ................... 0
............. ........................... (C) = Calculated Data of Section 18, Township 29 South, Range 16 East, Pinellas County, Florida;
........... ..... .......... .................... (R) = Radial Line
. .......... oi
thence South 89*47'09" East, along the cen erline of Gulf to Bay Boulevard, a
(D) = Data per Description NOTES X . . . .. .... .. .
. ..... ............ 1:111. t, Al t 4 -7 no 4! I- 4 L, F !_J
7-I....�:.�,�:..,..,��.�i".�,."..,..�..,..ii��--,.7,.,.."., ,., , it 37 V- -m-
(M) = Measured Data cc ence eaving SO nLerline, bouth UUMzu YvesL,
......... C4 (P) =Data per Plat point on the South rght-of-way line of said Gulf to Say
Ret ing Mb/ff .... ... 1 1codc... 1. I U- I I .1 I I I I I I I I I %�J ............. ........ 1. THIS SURVEY WAS PERFORMED WITHOUT THE�EIENEFIT OF A TITLE COMMITMENT, AND IS 50.00 feet to a
In g Dumpster Pad WNv I PFP (P3) Data per Parcel 3 description SUBJECT To EASEMENTS. RIGHT-OF-WAY, AND OTHER MATTERS OF RECORD THAT A TITLE
_44M-1ran Rol Asphalt Boulevard, also being the Point of Beginning; thence from said Point of
................................. IV
........... . ................ . . . . . . ..... . ................ . SEARCH MIGHT DISCLOSE.
Wood � I 0 (m) Data per Parcel 4 description
-Retaining Wall 8/0 Asphalt Beginning the following six (6) courses:
.............. - .0 FND N&D FF
+/-=Piusormlnus
............ . . . . . - - - - - - - - - - -of-way line, South 89'47'09" East, 155.00 feet;
1) along said South right
. . . . . . . . . . . . N89-38'29"W(M) 179.94'(M) KING .... .... ................... A/C = Air Conditioner 2. PLANIMETRIC FEATURES SHOWN HEREON WERE DETERMINED BY STANDARD FIELD
........... . 2) leaving sold South right-of-way line, South 00'16'03" West, 268.65 feet;
. . . .......................................................
2 .... . ........ Bw/F = Barbwlro Fence
bo
r, . ...... SURVEYING METHODS. BFE Base Flood Elevation 3) North 89'47'09" West, 299.16 feet; thence
........... ............. . . . . . .
... .............. ..... ........ .................. BFP Backflow Preventor
....................... .............. 4) North 00'05'20" East, 108.65 feet; thence .................. ........... 6" Conc. CB Chord Bearing 3. BASIS OF BEARINGS IS WEST LINE OF SECTION 18, ALSO BEING THE CENTERILINE OF
... . .. . .. . ................................. eet; tnence
CUrb
160.00 f
CH Chord "E. AS PER DESCRIPTION OF RIGHT-OF-WAY TAKIN AND 5) South 89*47'09" East. 145.00 f
FND N&D liar BELCHER ROAD, BEING SOO'09'35 G
.y rle-In . ... .. .......... . ............. NUAIL VA in C/sw ...................... ... . ........ ...... . . . . . . . . . .......... ... ........ ....................... ........ .... _.0 .... ............ C,P.B. Condominium Plat Back 6) North 00'05'20" East, t, to h aforementioned Point a( Beginning.
.......... to cc
......... ....... .. 0 Station Asphalt PINELLAS COUNTY COORDINATE SHEET. KING th I : v .21. '. ... . . . . .............. .......... ... ... .. .. 0 ............ . .... orator C/C Covered Concrete . . . . . . . . . . . . . . ............... ... ..... ................. . . . ....... .. ........... Cbn trol Panel .. . .... ... ... ...... cl� a' f I Vr 018 Concrete Slab
. ....... . 0 ....... .. ......... C) 0) f) Generator . . . . . . . . . C/SW Concrete Sidewalk 4. ADDITIONS OR DELETIONS To SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING
.... ......... I ... ...... . . ....... . .. %.. Min C> .................
.......... . ............. CIL Conterline
. . . . . . . . . . . . . . . . . . .................... . . . . . . . . . . . . . . . . . 9FP
. . . . . . . . . . . . ...
. . . . . . ........ . ................ I.... == - PARTY OR PARTIES IS PROHIBITED.
................... ............................................ W Do I Store 1111661R, CLF Chainlink Fence
. . .... . C.
. ... ...... I.. . . ........... C . ..............
....... ....
......... . M" E19.4'- - PARENT PARCEL . .. . I I I ............. . I 0 5 C.O. Cleanout
K . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5. RE-USE OF THIS SURVEY FOR PURPOSES THER THAN WHICH IT WAS INTENDED,
lard(D
CLIP Concrete Light Pole
WITHOUT WRITTEN VERIFICATION, WILL BE AT THE� RE-USERS SOLE RISK AND WITHOUT
Chase Bank . ....... .... .... . .. CMP Corrugated Metal Pipe
. . . . . . ...... Asphalt Cone. Concrete LIABILITY TO THE SURVEYOR. NOTHING HEREIN ShALL BE CONSTRUED TO GIVE ANY RIGHTS
D S. Belcher Ro DCO Drainage Cleanout OR BENEFITS TO ANYONE OTHER THAN THOSE TO WHOM PREPARED FOR.
Cn d a 3:
00 4 3. ce epot 67
00 :.. ': +:.
SIgn ......... . .......... . ......... ......... . ..... .. ...... . .............. .... .. . . .. ............... v! 4. 0 0 A = Delta Angle ............. ................ .......... ........ I 0.a . ...... .... ....... S. Belcher Road (0 In D.S. = Dead Book Con c. 00 =-89.1' - CA rj 32 SF (P :. �: - rvoway CP to (M . ........... . DMH Drainage Manhole
M 0 42.0 . ...... 4. 10 EXPRESSION OF A PROFESSIONAL OPINION BASEI,� UPON THE SURVEYOR'S BEST KNOWLEDGE,
L4 Iq 9 U, E/P
0
L4 P ""'. - .... , . "'.4 ::.. Lcon Edge of Pavement
. ........ ........ INSTITUTES NEITHER A GUARANTEE NOR A
. . . . . . . . . . . . . . . . . . . ............ INFORMATION AND BELIEF, AND THAT IT THUS, CO
I -4 an d,cap 800 Dock
64 "I MAng rrlp 4 . ... .... .. .................
. . . ......... . .... ........ . .................... ........ .... .. ........... " , 2. t I
woo ......... ................ ............ .. EL = Elevation
EOW m Edge of Water
(D U WARRANTY.
7ffl,lcal ............. ...... . .. ......... r ��F . ......... ... .... ..
. ....... ... Conc. Islan c1q FCIR = Found Iron Rod Cap
0 G11 K Overhang ch Drain 5. FCM = Found Concrete Monument 7. FLOOD INFORMATION SHOWN ON TH :E �F THIS SURVEY IS FOR INFORMATIONAL
G1 Asphalt F-Conc. d 0 ................. E FAC
. . . ....... . J . E, ............. . :::: "
. .............. FIR = Found Iron Rod No Cap
.......... SW Romp PURPOSES. THE MUNICIPALITY OR GOVERNING AL�THORITY HOLDING JURISDICTION SHOULD BE
0 0) ::.. Q 7raffic metal Post ............. ................ FND N&D Found Nall & Disc
... ........ .... ISlgni7l Pole (70' Ica) CONTACTED PRIOR TO ANY JUDGEMENTS BEING I�ADE FROM THIS INFORMATION.
FOP Found Open Pipe . . .... 2265 GULF� TO BAY BLVD ............. ....... ... . .. .. . .. . . ......... ...... 0 8. ANY ZONING INFORMATION SHOWN OR NOTEb HEREON 15 BASED ON INFORMA ON G.I. = Grate Inlet LB 6928 Plan Ln CSP2011-08 20
GV = role Valve . ........ . ................. .........
FND N&D ter FPP = Found Pinched Pipe
8 "Con c. Curb . . . . . . ................................. ..... ................................
PLAT BOOK 100 PAGE 13
TURNER PROFESSIONAL PARK
UKU1U UAK�i , A L;UNDOMINIUM�
R = Radius
CHECKED BY
380.6----
PARCEL I.D. 18/29/16/92650/000/0020
PLAT BOOK 1 00 PAGE 13
CONDOMINIUM PLAT BOOK 53 PAGE43
RM = Right-of-way
RCP = Reinforced Concrete Pipe
SHEE r I o f 1
LOT 2
PARCEL I.D. 18/29/16/
PARCEL I.D. 18/29/16/22790/001/,,Polo
ovation I.E. = Invert El
MattresslOne
SW CORNER
SCO
sa 9'39'1 977E(m)--
180.02'(M)
FND N&D
CN LB 6928
8 Conc. =Cur
92650/000/0010
C/sw
C,
Asphalt
in
8FP
L a = Corporate Certificate Number
LIP = Lloht Pole
9. THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY
Zoning: Mobile Home
Park Atlas 299A
S N&D = Set Nall & Disc 1.80406
SMH = Sanitary Manhole
= Temporary Benchmark
SURVEYOR'S CERTIFICATION
GEODATA SERVICES INC.
PINELLAS COUNTY
R
Asphalt
1. DENNIS J. EYRE, THE SURVEYOP IN RESPONS18LE CHARGE, HEREBY CERTIFY THAT THE
Asphalt
TOB= Top of Bank
SURVEY REPRESENTED HEREON AND THAT SAID ABOVE GROUND SURVEY AND SKETCH ARE
I
LIFE = Lowest Floor Elevation
M.O.L. = More or Less
JURISDICTIONAL. HAZARDOUS OR ENVIRONMENTA11Y SENSITIVE AREAS.
TOS Too of Slope
UP Utility Pole
ACCURATE TO THE BEST OF MY VNOWLEDGF AND BELIEF. SURVEY NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
POS
AKING
RIW r
N89-42-55"W(D)
Im
cNi
to in
Cate
ME$ = Mitered End Section
IMLIP = Metal Light Pole
1 1. ALL INSTRUMENTS SHOWN HEREON ARE OF 1THE PUBLIC RECORDS OF PINELLAS COUNTY.
DENN,-S J. EYRE, RL.S. FLA. REG. No. 2865 r.'Tf-: March 11, 2011
FLOOD STATEME�T-
THIS STRUCTURE APPEARS TO BE IN THE
F 0
ZONE-
AfFJNS
WV
8" Conc.
Curb
649.94'(D)
1111111111102011 GEODATA SERVICES, INC-
NFNS = Not Found and Not Set
FLORIDA, UNLESS OTHERWISE SPECIFIED.
FLOOD ZONE SHOWN HEREON AS PER
COM�UNITY
PANEL NUIVVER. 125096 0128 G
(NR) z Not Radial
NFNS
4* CISW
...8FP
- --------
S
O.R. = Official Records Book
oHw = Overhead WIre(s)
12. UNDERGROUND UTILITIES SHOW N HEREON ARE BASED ON SURFACE MARKINGS AND OR
PROVIDED BY THE FEDERAL EMERGENCY
MANAGEMENT AGENCY.
OOD MAP REWSED DA 7E.
F"L SEPTEMBER J, 2003
C)
Ll
fLP
8 Conc. Curb
N89-41 '49 -W(C)
I46
613.93 '(C)
FCIR 518
LB 6928
P.O. = Plat Book
pCp = Permanent Control Point
STRUCTURES. NO EXCAVATION WAS PERFORMED FOR THE LOCATION OF SUCH UTILITIES.
DRAWN BY JS.H.
N89-39-51"W(M)
BrIck Column
3' Wood 1_1
'in
614.19'(M) Metal Gate
PG(s) = Page(s)
2' t�igh
Asphalt
iL5
(TOICGI)
Fence
C;
C5
iPLS
= Professional Land Surveyor
Beginning
SCALE: 1" 40'
8160 Wall
POS = Point of
f ND N&D
FCC = Point of Commencement
PRM = Permanent Reference Monument
LB 6928
TURNER PROFESSIONAL
PARK
PVC/F = Plastic Fence
PLAT BOOK 100 PAGE 13
TURNER PROFESSIONAL PARK
UKU1U UAK�i , A L;UNDOMINIUM�
R = Radius
CHECKED BY
PARCEL I.D. 18/29/16/92650/000/0020
PLAT BOOK 1 00 PAGE 13
CONDOMINIUM PLAT BOOK 53 PAGE43
RM = Right-of-way
RCP = Reinforced Concrete Pipe
SHEE r I o f 1
LOT 2
PARCEL I.D. 18/29/16/
PARCEL I.D. 18/29/16/22790/001/,,Polo
SCM = Set Concrete Monument LB#7466
= Sanitary Cleanout
FIELD DA 7E.- March 8, 2011
SW CORNER
SCO
JOS NO.: 4621
92650/000/0010
SIR = Sol Iron Rod & Cap LB#7466
OF SEC nON 18
FAD RA SS DISC
LOT 1
S N&D = Set Nall & Disc 1.80406
SMH = Sanitary Manhole
= Temporary Benchmark
SURVEYOR'S CERTIFICATION
GEODATA SERVICES INC.
PINELLAS COUNTY
TBM
1. DENNIS J. EYRE, THE SURVEYOP IN RESPONS18LE CHARGE, HEREBY CERTIFY THAT THE
TOB= Top of Bank
SURVEY REPRESENTED HEREON AND THAT SAID ABOVE GROUND SURVEY AND SKETCH ARE
TOS Too of Slope
UP Utility Pole
ACCURATE TO THE BEST OF MY VNOWLEDGF AND BELIEF. SURVEY NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
1822 DREW ST. SUITE 8
WIF Wood Fence
WM Water Meter
CLEARWATER, :FL 33765
WV Water Valve
DENN,-S J. EYRE, RL.S. FLA. REG. No. 2865 r.'Tf-: March 11, 2011
PHONE: (727) 447-1763
1111111111102011 GEODATA SERVICES, INC-
LB 7466
. .. ... . . ..........