2520 COUNTRYSIDE BLVDSEAto; C, _ ,__ d _
AP'LICATI N'FO,R LAND CLEARING & GRUBBING PERMIT
CITY OF CLEARWATER
9�'lyAjER��Q� PLANNING & DEVELOPMENT SERVICES
AUG 2 9 2003 (727) 562 -4741 DATE 3 12-9 f)
i RECEIPT N ,
A non- refundable'filing fee of $10.00 is required. Permit applicable for 6 months from date of approval.
In accordance with the Community Development Code, I hereby apply for permit to land clear and /or grub the
property described below.
1. Location of Property: 2 `S 20 Goun���Si
2. Project Name: S0LIT"),J l.° aU<
3, Purpose of clearing and /or grubbing: ❑ New Construction C/ Demolition ❑ Tank Removal 0 Other
4, General description of existing vegetation, topography, and surface water (including all existing and /or proposed
ditches, canals, and swales) /"Ali' 0 fl91 6X rSiwG C41V_ 6 LAJ-OL/t"
5. Proposed method of debris disposal 9oLL 012� 0,11 P's 76C
6. Date you plan to begin work 'JI "3 -03
7. Proposed method of soil erosion control S11- ftw GE
8. ❑ No -Tree Verification Required ❑ Tree Removal Permit Required
I AM AWARE AND UNDERS ND THE REQUIREMENTS OF SECTION 52,08, CITY CODE OF ORDINANCES REGARDING
TREE PR ON DURING/CONSTRUCTION AND ARTICLE 3, DIVISION 7 OF THE COMMUNITY DEVELOPMENT CODE
REG E D SILTATION CONTROL,
Si�ure of Ownefor Owners Representative
Printed Name
b L3 0X
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3
Address
' /t1ffA°d.n/ spat AACS Ez 34 A (Z9 -1636
city State Zip
jam}- ,n/,i�v✓s c,0eyS-J)0,VC -u7n/
(Re rese atives' Firm
72-1)-136-07-711. 722 413e-3 21J?
Telephone Tax
Applicant must include Aerial Photograph or Scaled Site Plan showing property boundaries and limits of work. This is
NOT a Tree Removal Permit.
_ DO NOT WRITE BELOW THIS LINE A _
Land Resource Comments:
Based on the above comments and information submitted, the above clearing & grubbing application is:
❑ Approved As Submitted Approved - Modified As Noted Above ❑ Denied
�1
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Signed: �' Date:
City Manager r Designee
CI.EARWATER
Brian J. Aungst, Mayor- Commissioner
Ed Hart, Vice Mayor- Commissioner Whitney Gray, Commissioner Hoyt Hamilton, Commissioner Bill Jonson, Commissioner
White - Planning & Development Services Yellow - Applicant
1362- 0002 -GC 7 -0 �\
NOTREEVERMMON'
NOUTRE, REMOVAL PERMIT.Rt-Q
_0 ED "VERIFIC 'Ok. SU Mol
CRY Of CIX--A-RVMM-.
PLMMKG, DEPANMENT
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AmSouth Bank
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COW, Repr,%qnt&,'VW John Rawson, Inter plan LLC 407-645-5008
Phionp,....
JRawson@interplanorlando.com
it Phooq,'
A,ddtessQf.,Appfl,,cr,nt.. 933 Lee Rd
CA Orlando f FL Np �
Z , 32810
Aftatsof Prop construz -tics' 2520 Countrvside Blvd
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1-ber6by'colly. that Ethe infUmaton. cont i -, "here e:cn I'l'at
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devinflon ftom. the Information �mjtted with this foritsh all be cansld-ered'tvfold,116n, .6f thp. c6mtwl
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at,4.5, remit above grade), but ARENDPREQUIrED. To BE REMOVED f bR C0N9MUCMC)N,pu06seS;, taus: , Q`TM—e,
'IBE E'RaTH
Te M t Perrrla 1s ..r4qulrect. "Urmor these TRE8 SST PR-,Q.TECT�a.FRCM ZAMAP
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13NO:PROTECTED TREES 'EXIST ANY, "WHERE ON THE.8ffE otfhe propose-d',consfructlon
:0,10 rx,pmhlbited Specles.groobar than four inches; at 4.5 feat above �rad4.
Sf G-KD:
. John Rawson - Agent for Owner
Owner or RopresenkOve
ClEARWATER.
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Whitney Sm , VI eMaygy-Cor rmissipner Hoyt H on �qiunpr Frank
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RECORD MEASUREMENT
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REINFORCED CONCRETE PIPE
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-OPYRIGHT @ 2003
ELECTRIC BOX
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CONCRETE POWER POLE
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TRAFFIC SIGNAL BOX
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WATER METER
COPYRIGHT & OTHER RIGHTS
FIRE HYDRANT
GAS VALVE
ESTRICTING THESE DOCUMENTS
SANITARY MANHOLE
2.
CLEAN-OUT
o
CURB INLET MANHOLE
4t*
CURB INLET
0
STORM MANHOLE
C3
STORM GRATE
-as-
UNDERGROUND GAS LINES
OVERHEAD ELECTRIC LINES
-=W-- UNDERGROUND WATER LINES
UNDERGROUND SANITARY SEWER LINES
UNDERGROUND STORM LINES
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LANDSCAPE PLAN
APPROVED AS NOTED
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PH 407�645,5008
FX 407.629.9124
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REVISIONS:
NO� DATE REMARKS
1 08/08/03 REVIEW COMMENTS
2 08/15/03 CITY COMMENTS
F-1
SPECIFIED IN UBC, SECTION 2404 (f), DURING GROUTED MASONRY WORK.
14:58:35
J.\A-J\AMSOUTH\2003.0155\03155,ACI.DWG
1'=30'
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1.
ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM
-OPYRIGHT @ 2003
1*=30'
DAVPAR
A-615, GRADE 60, VERTICAL REINFORCEMENT SHALL BE PLACED IN THE
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CENTER OF THE MASONRY CELL, AND SHALL BE HELD IN POSITION AT THE
NTERPLAN LLC RESERVES
TOP AND BOTTOM.
COPYRIGHT & OTHER RIGHTS
ESTRICTING THESE DOCUMENTS
2.
P.
lb
I THE ORIGINAL SITE OR
NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS (1:6).
PURPOSE FOR WHICH THEY WERE
3.
HORIZONTAL WALL REINFORCEMENT SHALL BE STANDARD TRUSS TYPE
PREPARED. REPRODUCTIONS,
DUR-O-WALL (OR EQUIVALENT) AT 16" O.C.
CHANGES OR ASSIGNMENTS ARE
PROHIBITED.
4.
cl
R
STRENGTH OF 1,900 PSI.
5.
MORTAR SHALL BE TYPE M OR S, IN ACCORDANCE WITH ASTM C-270,
A
A
PLA LL MASONRY IN RUNNING BOND WITH 3/8* MORTAR JOINTS.
AUG 11 .9 2003
)�V Oh
PRC) �IDOMPLETE COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL
VERTI
AND VERTI L.
6.
COARSE GROUT SHALL CONFORM TO ASTM C-476, WITH A MAXIMUM
AGGREGATE SIZE OF 3/8". 8' TO 10" SLUMP, AND A MINIMUM
W10-1.1
10"I'lis "Nall"I'lliwo
PH 407�645,5008
FX 407.629.9124
N�.
REVISIONS:
NO� DATE REMARKS
1 08/08/03 REVIEW COMMENTS
2 08/15/03 CITY COMMENTS
F-1
SPECIFIED IN UBC, SECTION 2404 (f), DURING GROUTED MASONRY WORK.
14:58:35
J.\A-J\AMSOUTH\2003.0155\03155,ACI.DWG
1'=30'
LAUUAR
LO
Im
vj �F_
20
1.
ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM
-OPYRIGHT @ 2003
1*=30'
DAVPAR
A-615, GRADE 60, VERTICAL REINFORCEMENT SHALL BE PLACED IN THE
< N
CENTER OF THE MASONRY CELL, AND SHALL BE HELD IN POSITION AT THE
NTERPLAN LLC RESERVES
TOP AND BOTTOM.
COPYRIGHT & OTHER RIGHTS
ESTRICTING THESE DOCUMENTS
2.
IF A SLAB DOWEL DOES NOT LINE-UP WITH A VERTICAL CORE, IT SHALL
I THE ORIGINAL SITE OR
NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS (1:6).
PURPOSE FOR WHICH THEY WERE
3.
HORIZONTAL WALL REINFORCEMENT SHALL BE STANDARD TRUSS TYPE
PREPARED. REPRODUCTIONS,
DUR-O-WALL (OR EQUIVALENT) AT 16" O.C.
CHANGES OR ASSIGNMENTS ARE
PROHIBITED.
4.
HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS SHALL BE NORMAL
WEIGHT CONFORMING TO ASTM C -90, WITH A MINIMUM COMPRESSIVE
R
STRENGTH OF 1,900 PSI.
5.
MORTAR SHALL BE TYPE M OR S, IN ACCORDANCE WITH ASTM C-270,
A
A
PLA LL MASONRY IN RUNNING BOND WITH 3/8* MORTAR JOINTS.
AUG 11 .9 2003
)�V Oh
PRC) �IDOMPLETE COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL
VERTI
AND VERTI L.
6.
COARSE GROUT SHALL CONFORM TO ASTM C-476, WITH A MAXIMUM
AGGREGATE SIZE OF 3/8". 8' TO 10" SLUMP, AND A MINIMUM
<
COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS.
co
PROJECT NO: 2003.0155
7.
MINIMUM 3' X 3" CLEAN-OUT HOLES (SAW-CUT) ARE REQUIRED AT THE
i DATE: 7-16-03
BOTTOM COURSE OF ALL CELLS TO VERIFY GROUT PLACEMENT.
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CLEAN-OUTS SHALL BE SEALED AFTER MASONRY INSPECTION - PROVIDED
1)
IM
IN ACCORDANCE WITH ACI 531-4.6, AND BEFORE GROUTING.
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LIODIFIED:08/18/03
14:58:35
J.\A-J\AMSOUTH\2003.0155\03155,ACI.DWG
1'=30'
LAUUAR
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20
PLOTTED; 08/11/03
09:59:06
J.\A-J\A.IASOUTH\2003.0155\0315WI.DWC
1*=30'
DAVPAR
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ms
F-11
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F-1
DRAKE ELM
CRAPE MYRTLE
CRAPE MYRTLE
VIBURNUM HEDGE __\
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CABBAGE PALM
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1 " =30' NORTH
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1,0
RED PLASTIC FLAG ON
WIRE ABOVE TURNBUCKLE
& 4- ABOVE GROUND, (TYP)
3" MIN. MULCH OR
AS SPECIFIED,
6" BERM TO HOLD
WATER.
DOUBLE STRAND #10 GAUGE
GALV. WIRE, TWISTED & GALV,
BUCKLE.
W ■r �
• F
I I MULTI—TRUNK TREE DETAIL NTS
m
m
SHRUB AND GROUND COVER
NU►E:
U�,NDSCAPE CONTRACTOR TO PROVIDE IRRIGATION IMPROVEMENTS: NEW WELL,
PLANTING DETAIL
STS
NEW TIMER, AND IRRIGATION REPAIRS.
TREE PROTECTION NOTES
1. DURING CONSTRUCTION, PROTECTIVE BARRIERS SHALL BE PLACED BY SITE
CONTRACTOR TO PREVENT DESTRUCTION OF TREES WHICH ARE DESIGNATED TO
REMAIN, PROTECTION BARRIERS SHALL BE ERECTED PRIOR TO CONSTRUCTION OF
ANY KIND ON THE SITE,
2. BARRIERS SHALL CONSIST OF PROTECTIVE WOODEN POSTS TWO (2) INCHES BY
FOUR (4) INCHES OR LARGER PLANTED IN SUFFICIENT DEPTH TO BE STABLE WITH
AT LEAST FOUR (4) FEET OF POST VISIBLE ABOVE THE GROUND. POSTS SHALL BE
PLACED NO CLOSER THAN FIVE (5) FEET TO THE TRUNK UNLESS PROPOSED PAVING
CONSTRUCTION WILL NOT PERMIT. POSTS SHALL BE NO FURTHER THAN SIX (6)
FEET APART. REFER TO TREE PROTECTION BARRIER DETAIL. EACH SECTION SHALL
BE LINKED TOGETHER WITH ORANGE POLYPROPYLENE NET FENCE MATERIAL,
3, PROPOSED GRADES AROUND TREES TO REMAIN SHALL BE MAINTAINED TO
WITHIN FOUR (4) INCHES OF THE EXISTING GRADE.
6' A IMUM
4. THE CONTRACTOR SHALL FOLLOW TREE REMOVAL, TREE PROTECTION AND
GENERAL PLANTING REOTS, AS DEFINED BY LOCAL JURISDICTION.
5, PROTECTIVE BARRIERS SHALL REMAIN IN PLACE AND INTACT UNTIL SUCH TIME
AS CONSTRUCTION IS COMPLETE AND ALL EQUIPMENT IS REMOVED FROM SITE,
6. NO BUILDING MATERIALS SUCH AS MACHINERY OR TEMPORARY SOIL DEPOSITS
SHALL BE PLACED WITHIN THE PROTECTIVE BARRIER ZONES;
7. BARRIERS SHALL BE PLACED AT THE TREE CANOPY LINE EXCEPT ADJACENT TO
THE PROPERTY CONSTRUCTION AREA WHERE IT MAY BE AT ONE HALF OF THE
CANOPY DISTANCE ON ONE SIDE ONLY.
TREE BARRIER DETAIL NTS
LANDS%...tAPE P""'LAN
INTERPLAN
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
ProjECTWXqAGjMENT___�r
L
SEAL:
RICH
RE
RE\ASI0NS:
NO, DATE REMARIG
1 08/08/03 REVIEW COMMEW
2 08/15/03 CITY COMMENTS
CHECKED: RTA
MODIFIED: 08/15/03 15:46:02 J,\A-J\AMSOUTH\2003,0155\03155LI.DWG 1"=30' DAVPAR
PLOTTED, 08/11/03 09:58:57 J,,\A-J\AMSOUTH\2003.0155\03155Ll,DWG 1'=30' DAVPAR