205 BRIGHTWATER DRCITY OF CLEARWATER - PLANNING & DEVELOPMENTI ICES
5
TREE REMOVAL PERMIT JAN 1 2004
NAME OF OWNER= f-l"— "'-r-'!"°" --�
SITE ADDRESS i /k/I -�
PHONE- -- -
OWNER'SADDRESS 1oty e.E& LOCATION OF OF TREES) ON LOT
SPECIES AND NUMBER OF TREE( ,S) i�rf��cS 1 /d
TO APPLICANT: A non - refundable fee of $15.00 for up to five trees to
be removed, plus 0.00 for every tree above 5 to be
removed is required.
onstruction
•See "A" below
• Hazardous
• Declining
❑ Dead
❑ Other (Specify)
Fee Rec'd. $
Date
A) CONSTRUCTION
1. For new construction, additions . or other modifications of a property which involve the removal of a protected tree(s),
a site plan is required. This site plan must have a minimum scale of 1 " =20' for single family lots, or 1 " =50' for all others. The
site plan must include:
a. Major Changes of Grade f. Proposed Number of Parking Spaces j. All Protected Trees Including:
b. Structure Locations g. Proposed Underground Utilities (i.) Diameter of 4.5' above grade (DBH)
c, Driveways and Walks h. Zoning Setbacks (ii.) Surveyed Location
d. Parking Arrangement i. All easements and Rights -of -Way . (iii.) Species
e. Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees
k: Tree Barricade Detail & Locations
2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain
intact during construction. The barriers must meet City Specifications.
B) REPLACEMENTS
1. Tree replacement minimum standards: 10' overall height, 22" caliper, Florida Grade #1. See Inspectors note below to
determine the number of replacement trees required. Replacements required within 30 days.
I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought
to be removed is wholly on property owned by the above - identified property owner, and should it be determined that
the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of
Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together
with any plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation
r sh r r it null an old and be considered a violation of the Community Development Code.
Slgnat re of owner or applicant Printed Name
�C---
Ad gss �— Agency Representing OCL #
C- /���/• �, /G �3 767 72
City State Zip Phone /Cell Fax
DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Agent
Applicable Code Section:
Based on the Inspector's comments and information submitted, the above removal application is:
❑ Approved as Submitted Approved- Modified as Noted Above ❑ Denied
Signed: Date: a
Communi Develop ent Coordinator or Designee /Inspector Valid for ix m6ni6 from the date of issuance.
1362.0001 -GC White - Planning & Development Services Yellow - Applicant Rev. 2-03
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5HOHN FOR .. +i OF i IGATINO VOLUME OF i +i
OF BIDDER Ti 5AT15Fr HIMSELF AS ♦ THE AC-.GURAGY OF O
PIPINO SOMETIMES BE i - i AS BEINO LOGATED IN UNLIKELY AREAS;
BUILDING75, UNDER PAVEMENT, OR OUTSIDE OF PROPERTY DONE FOR
ORAPHIG CLARITY i .. POSSIBLE, PIPINO 15 TO BE i IN501L. AREAS.
3) INSTALL ..,. i N SY5TEM IN AGGOf;ZDANGE HITH ALL APPLICABLE ii
GURB5 OR HALLS, THEY SHALL NOT i IN THE MIDDLE OF PLANTERS. .. •. SHALL
REVIEV4 LAN05r-.APE PLANS DETERMINE AND PALM LOGATION5. PVC SLEEVES SHALL BE
5GH 40, PIAMETER51ZE A55HOHN ON THE PLAN. MAIN LINE AND LATERALS 5HALL BE5GH 40 PVG.
5) ALL POP-UP 5FRAY AND ROTOR HEADS BE i ON , " LONO FLEX PIPE s' •
RISERS SHALL SHALL BE HUNTER
ALL OTHER IRR15ATION EGUIPMENT SHALL BE BY RAINBIRP, UNLESS OTHERH15E STATED ON THE PLANS.
HATER SOURCE IRR16ATION METER. IRRIOATION SYSTEM REGUIRE5 •
AT i PSI. O • GONNEGTIN& THE VALVES TO THE CONTROLLER ..
s AV40 HIRE, HITH PVC, INSULATION. • - BE COLOR COPED, AND COMMON HIRE
SHALL BE BOXE55HALL BE RAINBIRP • t i i • 1 i . i I i
21.5 X l(o.ro X 12. •' ORAVEL IN51DE VALVE BOXES.
-7) NEH CONTROLLER SHALL BE HALL MOUNTED IN THE LOGATION5HOHN ON THE PLAN ANP AS
. F....i i BY THE PROJECT - + 50 PAY - .
PERIOD, i •i i HATER RESTRICTIONS. IRRIOATION!5Y5TEM INSTALLATION i MPLETE, GONTRACTOf:z5HALL PROVIDE OHNER
V41TH AN A5-BUILT PRAV41NO 5HOHING7 LOCATION OF IRRIeATION HEAD5, VALVES AND PIPE.
a) PIPIN& ON THE PLAN I'S DIAGiRAMMATICALLY ROUTED FOR CLARITY. DE51ON MODIFICATIONS
SHALL BE - i TO ► .. .. i i i i i i MINIMIZE
RUN MULTIPLE
UNDER5AID SURFACES SHALL BE IN 5LEEVE5. HHERE EX15TINO PAVEMENTS MUST BE GUT TO
INSTALL IRRIOATION PIPE,SAN GUT 51X INGHE5 HIDER THAN THE NEEDED TRENGH. REPAIR
GUTS HITH AN EGUIVALENT MATERIAL TO
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AERATE EX15TINry 501L
=1 I IE; I 5ACKFILL
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CONTRACTOR SHALL REMOVESTAKINO AND C-UYIN&
MATERIALS AFTER ONE ORONINOSEAWN
-IMUM MULCH
REMOVE CONTAINER
FROM ROOT5ALL
PLANTINO 501L MIXTURE
EX15TINO 501L
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5HRUB FLANTINO DETAIL
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PALM 1145TALLATION:
TRIM 1/5 FRONDS AT TIME
OF PIOeIN9 AND PLANTINO
LEAVE FROND BOOTS ON TRUNK
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5" MINIMUM MULGH
ROOTBALL, 15" MINIMUM
RADIUS FROM TRUNK
PqASHED-IN AND TAMPEY
?FLANTIN0501L MIXTURE
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CONTRACTOR SHALL REMOVE STAKIN5 AND C-.,UYINry
MATERIALS AFTER ONE &ROAINe SEASON
MINIMUM MULCH LAYER
!ZATE EXISTINS SOIL
C,KFILL
STIN05UBCSRAPE
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CONTRACTOR SHALL REMOVE $TAKINe ANP C-LhrlNe
MATERIALS AFTER ONE 6R.OININO SEASON
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1)<CONSTRLICTION DOCUMENI 11
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EXISTING DEADMAN MUST BE A
MINIMUM OF 5' CLEAR FROM
ANY PORTION OF NEW BUILDING
CONTACT SEA WALL ENGINEER
REGARDING ANY RELOCATION
OR RECONSTRUCTION.
AREA OF EXISTING DEADMAN
NO HEAVY EQUIPMENT
PERMITTED WITHIN 20' OF
SEA WALL CONTACT SEA WALL
ENGINEER.
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Drawn By: B.J.V.
Checked By. H.G.
® DESCIGN /DEVELOPMENT
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El CQNSTRUCTION DOCUMENTS
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THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL R ;�IN PROPERTY "OF" I}IE
ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLLSHED OR �1 ;TY `WAIF `YlllTiTT ' `<
THE CONSENT OF THE,RGINEER. Q �' T PUBLISHES
1, 'o 140 33M
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Issue Date: 05/20/03
Revisions:
No. ` Date Description_
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8 11 03
PER CITY
8Z21/03
PER CITY
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4/09/04
BUILDING
06/17/04
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El CQNSTRUCTION DOCUMENTS
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THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL R ;�IN PROPERTY "OF" I}IE
ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLLSHED OR �1 ;TY `WAIF `YlllTiTT ' `<
THE CONSENT OF THE,RGINEER. Q �' T PUBLISHES
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COPIES OF THESE PLANS ARE NOT VAIJD .ow, OR
EMBOSSED WITH THE SIGNING ENGINEERS SERI ^ f • • �Fe�/,`
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HARBOR
LOT 31
�ti Sl (o 9.3'
ix, ASPHALT LOT 29
R- 45.00 A- 106.03'(C) tx. ON & GRAVEL STEPS d
CHD.- 83.15'(C) e PARKING CONC.
B -N46° 07'05 "E(C) cn m N 0
to 39.8' [-�p CONC. o U J LO
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SLAB �► ' m r`
5.00 .: RECLAIM INLET �` It F- J
SPKN WATER �� CONC. F- LL q- i
to Lc. U
7 WATER .,9 METER CONC. cv -� p3.0' O
STEPS
ASPHALT
o� WOOD
o \-FIRE N DOCK
RECLAIM '� HYDRANT PARKING (69 3' N
t WATER
tK' ASPHALT & GRAVEL ~ ~� 5' CONC. WALK _ 1721
LOT 25 ,� OHW 4' �"�i PARKING CONC-- 0 - FLORIDA o
�-/ SLAB .. RC-OM
GRASS �, F r
A -3 .34'(P WIRES ��.0, 6� 9 o 1�..0
ASPHALT WATER _kL �� �' `?A, GRASS (N
PAVEMENT -) METER ASPHALT 6 TREL -
"�R °' & GRAVEL
h/ �`9 PARKING 5.5
r PLANTER Gp�� GRASS iY
LOT 26 CONC.
O 3`
U DRIVEWAY Ci
PAVER C14 - a o LOT 28 �� Q
p BLOCK a. ca n 4a°� ry 10
O 7.4' 13.1`
EXISTING r .� 7.3' 09 �`� .0 01*
BUILDING 14"
4.8 6 1
PAVER r` M �' C'cj� o 1p� �.,�' , ;� CLEARWATER
4 - 17.1' BLOCK °° °' G pO�p 0�'pG �yh HARBOR
-� �` " LOT 27 ❑ a a�4 �� Q.•
A)) 9.5' 15.4' 7.3' � QP pp�p
N (1) STORY C.B.S. P1G QJG QP
Z' L.F.F.EL.- 5.23
4- 5 / N ❑ G� G�P�� 4.45 `Q�
ENTRY 37.0' 8",, 'pc WOOD
!�
14.31 36.2' ui
� ENTRY a% r'1J lX P. °��� DOCK
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txl � �° 4.1 ❑ ENTRY � 3 CONC. WALK � O t
04.3
.� sr o 3st �� WOOD 1
CRASS o�
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GRASS
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A =121.7
A
CONC. °c° 1.5' CONC.
BOAT LIFT SEAWALL
CLEARWATER
HARBOR WOOD
DOCK
BRIGHTWjkTER POIXTE
205, 209 & 214 BRIGHTWATER BOULEVARD
CLEARWATER, FLORIDA 33767
DATE: No: REVISIONS BY:
EN(IINEERS • PLANNERS • SURVEYORS.
85 ` 4 " OLD COUNTY ROAD No. 54
NEW PORT RICHEY, FLORIDA 34653
OFFICE : 7� .,7 -375 -1 1 01 FAX: 727-375-1116
v
0 20 40
10
LEGAL DESCRIPTION:
A PORTION OF SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY,
FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
LOTS 27, 28 AND 29 OF "BAYSIDE SUBDIVISION No. 2 ", ACCORDING TO THE MAP OR
PLAT THEREOF, AS RECORDED IN PLAT BOOK 27 PAGES 32 -33 OF THE PUBLIC RECORDS
OF PINELLAS COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 29; THENCE N68 °37'05 "E, ALONG
THE NORTHWESTERLY LINE OF SAID LOT 29, A DISTANCE OF 110.00 FEET TO A POINT ON
THE ARC OF A CIRCULAR CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF
155.00 FEET, THE AFORESAID DIRECTION BEING RADIAL; THENCE ALONG THE ARC OF SAID
CURVE TO THE RIGHT, AN ARC DISTANCE OF 365.21 FEET, A CHORD BEARING S46 007105 "W,
A CHORD DISTANCE OF 286.40 FEET TO A POINT ON A RADIAL LINE, SAID LINE ALSO BEING
THE WEST LINE OF SAID LOT 27; THENCE N23 037'05 "E 110.00 FEET TO A POINT ON AN
AN ARC OF A CIRCULAR CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF
45.00 FEET; THENCE ALONG THE ARC OF SAID CURVE TO THE LEFT, AN ARC DISTANCE
OF 106.03 FEET, A CHORD BEARING N46 007'05 "E, A CHORD DISTANCE OF 83.15 FEET TO
THE POINT OF BEGINNING.
CONTAINING 0.595 ACRES MORE OR LESS.
NOTES:
1. BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF BRIGHTWATER BOULEVARD,
ACCORDING TO THE MAP OR PLAT THEREOF:. HAVING A BEARING OF NORTH 66 022'55" WEST.
2. ELEVATIONS SHOWN HEREON ARE BASED ON'N.G.V.D. DATUM OF 1929 MEAN SEA LEVEL = 0.00.
3. BENCHAMARK - PINELLAS COUNTY BENCHMARK MAP No. 155, BRASS DISK IN .CONCRETE MEDIAN,
EAST OF GULFVIEW BOULEVARD, STAMPED LP-15 (USCE 1968). ELEVATION - 4.981.
4. THE SURVEY SHOWN HEREON IS BASED ON THE TITLE COMMITMENT No: CM -1- 1495 -111 DATED:
APRIL 24, 2002 @ 8:00 A.M. AND WAS SUPPLIED TO OUR FIRM BY STEPHEN G. WATTS,'P.A..
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY.
5. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED.
6. FLOOD ZONE INFORMATION:
COMMUNITY PANEL No.: 125096 0007 D.
FLOOD ZONE: ZONE AE (EL.11)'
REVISED MAP DATE: AUGUST 19, 1991
LEGEND:
C.B.S. -
CONCRETE BLOCK STUCCO
CONC. = CONCRETE
A/C = AIR CONDITIONER
SCIR = SET CAPPED IRON ROD LB 7240
SPKND = SET PARKER KALON NAIL 8 DISK
FCM = FOUND CONCRETE MONUMENT
FIR = FOUND IRON ROD
FCIR = FOUND CAPPED IRON ROD
CB = CHORD BEARING
ORB = OFFICIAL RECORDS BOOK
LB = LICENSED BUSINESS
ID = IDENTIFICATION
PG = PAGE
PB = PLAT BOOK
(P) = PLAT
(M) = MEASURED
(F) = FIELD
(R) = RADIAL
(C) = CALCULATED
R = RADIUS
A = ARC DISTANCE
CHD. = CHORD DISTANCE
FND = FOUND
EL. = ELEVATION
4.15 BUILDING SETBACKS:
�-- = DENOTES GROUND ELEVATIONS
L.F.F.EL.= LOWEST FINISH FLOOR ELEVATION FONT SETBACKS: 10 FEET
k1611 REAR SETBACKS: 20 FEET
V = DENOTES PALM TREE 8 TREE SIZE' SIDE SETBACKS: 5 FEET
= DENOTES LIGHT POLE
Q = DENOTES WOOD POWER POLE ZONED: CR -28
OHW = DENOTES OVERHEAD WIRES
= CENTERLINE
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SCALE: FIELD BOOK:
.�..y, 1" -20' 99107
`�./ � � `�Y LAST ATE OF fIE D IMORK: MARCH 13. 2003 DRAWN BY: PAGES: in
'''�••�� i �i •��- -. •.+L B AK 56-61
03/20/03 CHECKED•BY:
11� .1L B UCE A. KLEIN. 1�t- 5052 xxx °i
FLORIDA REGISTERED SURVEYOR
JOB NO.: SHEET No.:
rn
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL
OF A FLORIDA LICENSED SURVEYOR AND MAPPER 030059.2 1 OF 1