2201 GULF TO BAY BLVDLONG RANGE PLANNING
DEVELOPMENT REVIEW
HoUSINc DM81ON
NEIGHBORHOOD SERVICES
December 7, 2001
C ITY OF C LEARWATE R
PLANNING- DEPARTMENT
POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562.4567 FAX (727) 562 -4576
Mr. Bill Schwind
Ellis and Company, Ltd.
830 116th Avenue
Treasure Island, Florida 33706
RE: Development Order regarding case FLS 00 -11 -78 at 2201 Gulf to Bay Boulevard
Dear Mr. Schwind:
On December 14, 2000, the Development Review Committee (DRC) reviewed your
application to permit a vehicle service establishment in the Commercial District. The
proposal includes a 1,968 square foot oil change /service station. The site will be
improved with removal of one driveway apron along both Gulf to Bay Boulevard and
Belcher Road, the addition of landscaping, and upgrading existing signage to meet Code.
The DRC unanimously recommended approval of the proposal subject to the following
conditions
1) That the driveway aprons along Gulf to Bay Boulevard and Belcher Road are
removed and replaced with curbing and sidewalks, to the satisfaction of the
Engineering staff, prior to issuance of final Certificate of Occupancy;
2) That all required landscaping is installed with irrigation system, prior to
issuance of final Certificate of Occupancy;
3) That all other site improvements are completed including any necessary
repaving and restriping of required parking spaces, construction of dumpster
enclosure, and removal of the existing phone booth at the northeast corner of
the site, prior to issuance of final Certificate of Occupancy;
4) That all existing, non- conforming attached and freestanding signs be removed
prior to issuance .of final Certificate of Occupancy, and all future signage
comply with Code; and
5) That there be no outdoor storage or display of materials /product (tires,
batteries, etc.) or vehicles on the site.
BRIAN , AUNGST, MAYOR-CCIMMISS ION ER
J.*. JOHNSON, VICE MAYOR- C,OMm'IISS ION ER BOB CLARK, C..O- WA1SSIONER
ro HART, COMMISSIONER (� F. DAVID HEm ERICK, ComiwsslolaER
5
"EQUAL. EMPLOYMENT AND AFFIRMATNE ACTION I APLOYHR"
December 7, 2001
Schwind — Page 2
I concur with the findings of the Development Review Committee and, through this
letter, approve your application for Flexible Standard Development with the five
conditions as stated above.
Pursuant to Section 4 -303, an application for a building permit shall be made within one
year of Flexible Standard Development approval (December 7, 2002). All required
certificates of occupancy shall be obtained within one year of the date of issuance of the
building permit. Time frames do not change with successive owners. The approval is
based on and must adhere to the site plan dated October 10, 2000 and sealed by Timothy
Healey, Professional Engineer, on June 13, 2001.
Please be aware that the issuance of this Development Order does not relieve you of the
necessity to obtain any building permits or pay any impact 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.
In addition, please be aware that an appeal of a Level One approval (Flexible Standard
Development) may be initiated by a property owner abutting the property which is the
subject of the approval within seven days of the date the development order is issued. A
copy of the Development Order is being sent to the surrounding property owners. The
filing of an application/notice of appeal shall stay the effect of the decision pending the
final determination of the case. The appeal period for your case will expire on December
13, 2001.
If you have any questions, please do not hesitate to call Mark Parry, Planner at 727 -562-
4558.
Sincerely yours,
+1�
Cynthia H. Tarapani, AICP
Planning Director
Cc: Surrounding property owners
Mary Jo Fox, Sign Inspector
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OWNER /DEVELOPER:
NUMBER SPA (LE
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ELLIS & COMPANY, LTD.
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ENGINEER /SURVEYOR:
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C. FRED DEUEL & ASSOCIATES, INC.
1620 FIRST AVENUE NORTH
ST. PETERSBURG, FL. 33713
727) 822-4151
FAX) 821-7255
RQj[NDARY SURVEY OF.
All that certain piece, parcel or tract of land situate, lying and being in
Pinellas County, Florida, more particularly bounded and described as follows:
That part of the NW A of the SW Y4 of Section 18, Township 29 South,
Range 16 East described as follows:
Beginning at the NW corner of the NV Y4 of the SW Y4 of Section 18,
Township 29 South, Range 16 East, which is also the inter5r_-ction cf the
center line of Belcher Road and Gulf—to—Boy Boulevard and run thence
S.89'40'55"E., 183.00 feet along the East and West center line which is
also the center line of Gulf—to—Bay Boulevard; run thence S,00'09'35"E.,
50.00 feet for o Point of Beginning; thence 5.00'09'35"E., '150.00 feet;
thence N.89'40'55"W,, 147.00 feet to the East right—of—way line of
Belcher Road; thence N.45'09'35"W., 125.00 feet along said East right-
of—way line; thence N.45'04'45"E., 35.21 feet to the South right—of—way
line of Gulf —to —Bay Boulevard; thence S.89*40'55"E., 122.00 feet along
said South right—of—way line to the Point of Beginning.
Containing 21,737 square feet, more or less,
FLOOD ZONE: X
COMMUNITY PANEL NO. 125096 0017 D
REVISED MAP: AUGUST 19, 1991
PROJEC SUMMARY &SITE DATA: —EXISTING PRQBD_S_EQ
7:
TOTAL BUILDING AREA 1,968 SF 1,968 SF '
TOTAL ASPHALT/CONC AREA = 18,254 SF 16,486 SF
"'73
TOTAL IMPERVIOUS AREA 20,222 SF 18,454 SF
TOTAL GREEN AREA = 1,515 SF 3,283 SF
TOTAL PROJECT AREA 21,737 SF 0.50 AC
LANs _USE- GENERAL COMMERCIAL PROPOSED USE: VEHICLE SERVICE
PROPOS.-_D
LOT AREA 10,000 SF 21,737 SF
LOT WIDTH 100 FT 147 FT
LOT DEPTH 100 FT 150 FT
FRONT 25 FT 69 FT
SIDE 10 FT 3 FT
REAR 10 FT 50 FT
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GRAVITY BE 3 r FEET 14ORIZONTALLY FROM
EXISTING OR PROPOSED WATER MAIN, THE DISTANCE SHALL BE MEASURED FROM EDGE
EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10-FT. SEPERATION, THE
WATERMAIN SEPARATE TRENCH OR 014 AN UNDISTURBED EARTH
SHELF LOCATED y 1 SIDE OF THE SEWER AND AT AN ELEVATION THAT THE
80TTOM OF' THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER,
AND WATER AND SEWER SHALL BE STAGGERED.
8) FORCE MAINS SHALL BE INSTALLED A!-LELljT- 10 FT. HORIZONTALLY FROM ANY
EXISTING OR PROPOSED WATER MAIN.
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CONSULTING ENGINECRS - LAND SURVEYORS - LAND PLANNERS
,� SURVEYOR'S ' •
FLORIDA EN(XNErA'S REGISTRATION NO.
CLEARWATER FLORIDA=,'