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CITY OF CLEARWATER
LONG RAJ'IGE PIANNI0iG
DEVELOPMENT REvIEW
PLANNING DEPARTMENT
PO~"I OrneE Box 4748, CLEARWA'IER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUll DING, 100 SOU'I H MWI LE AVE~UE, CLEARWATER, FLORIDA 33756
THEPHONE (727) 562-4567 FAX (727) 562-4865
October 27,2006
Ms. Renee Ruggiero
Northside Engineering ServIces Inc.
601 Cleveland Street, Suite # 930
Clearwater, Florida 33755
RE: FLD2005-0910 1/TDR2005-09027 - 170, 174,180, 184 and 188 Brightwater Drive
Time Extension Development Order
Dear Ms. Ruggelro:
On December 20, 2005, the Community Development Board (CDB) approved the above
application for (1) Flexible Development approval to permit 27 attached dwellings in the Tourist
DistrIct with a reduction to the front (south) setback from 15 feet to zero feet (to trash staging
area), reductions to the rear (north) setback from 20 feet to 18 feet (to building) and from 20 feet
to zero feet (to pool deck and boardwalk), an mcrease to buildmg height from 35 feet to 45.67
feet (to roof deck) with an addItional 5.5 feet for parapets (from roof deck) and an additional 16
feet for a rooftop pavilion (from roof deck), as part of a Comprehensive Infill Redevelopment
Project, under the provisions of Section 2-803.C (retaming five existing boat docks for sole use
by the property owners); and (2) the Transfer of Development Rights for two units from 28
Idlewild Street and two units from 321 Coronado Drive, under the provisions of Section 4-1403
(TDR2005-09027).
Section 4-407 of the Community Development Code requires the application for a building
permIt within one year of the date the CDB approved the request (December 20, 2006). This
same Section allows an extension of time to initiate a building permit, provided good cause is
shown and documented in writing within the original period of vahdlty, The Planning Director
may also consider whether significant progress on the project is being made and whether or not
there are pending or approved Code amendments that would signIficantly affect the project.
On October 24, 2006, you submitted a request for a one-year time extension to apply for a
building permit to construct the improvements on this parcel. Your letter cited the problem of
rising material and construction costs making previously received construction bids invalid.
Since the approval of this project, the Code has been amended in the following that affect this
project:
1. The requirement for parking has been amended to two parkmg spaces per unit. This
project was approved with 42 parking spaces for 27 attached dwelling units, at a parking
ratio of 1.55 parking spaces per dwelling unit.
2. The requirement for parapet height for buildings with flat roofs has been amended to a
maXImum of 42-inches. WhIle portions of the parapets/railings for this project meet this
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Ruggelro - Page Two
requirement, there are architectural "eyebrow" parapets on the rear of the building at a
height of 5.5 feet (from roof deck) and mansard roof around three sides of the building at
a height of four feet (from roof deck),
3. The definition of "Height, building or structure" has been amended to permit structures
permanently affixed to the roof that accommodate rooftop occupancy only when the
structure complies WIth the maximum allowable height. While this parcel is zoned
Tourist (T) District where a maximum height can range between 35 and 100 feet, this
parcellS located within the Small Motel District of Beach by Design where buildings are
limited to a maximum of four stories over ground-level parking, The project as approved
by the CDB is for four stories over ground-level parking, included a building height of
45.67 feet (to the roof deck), but mcluded an open pavilion on the roof giving rooftop
occupancy. ThIS open pavilion exceeds the maximum allowable height of four stones
over ground-level parking.
In considering the above changes to the Code, in accordance with the provisions of Section 4-407
of the Community Development Code, I APPROVE a six-month time extension to June 20,
2007, to submit an application for a building permit to construct the site improvements on your
parcel at 170, 174,180, 184 and 188 Brightwater Drive.
In the event you are unable to proceed with the project by submitting for the building permit, the
CDB may approve one addItional extension of time to initiate a building permit application, Such
extension shall not exceed one year, shall be for the project originally approved (or as approved
through the Minor Revision process) and shall be for good cause shown and documented in
writing. The CDB must receive the request for this extension within the time frame granted
by the Planning Director (period of validity after the original extension approved by the
Planning Director, which means that any time extension request must be submitted with
sufficient lead time to be placed on the CDB agenda that precedes the above expiration
date). Good causes may include, but are not limited to, an unexpected national crisis (acts of
war, significant downturn in the national economy, etc.), excessive weather-related delays, and
the like, The CDB may also consider these same Code amendments enumerated above, whether
significant progress on the project is being made and whether or not there are additional pending
or approved,Code amendments that would further significantly affect the project.
Please be aware that the issuance of this Development 'Order does not reheve 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.
If you have any questions, please do not hesitate to call Wayne M, Wells, AICP, Planner ill at
727 -562-4504.
Sincerely,
~JirrL#, /JA/rJN Ai'l .
MIchael Delk, X{g7V 1\..(:, v
Planning DIrector
s: IPlannmg Department\C D BIFLEX (FLD) \Inactive or FInished Applications\Bnghtwater 170 Flammgo Bay (1) -
Approved\Bnghtwater 170 TIme Ext Dev Order 10.27 06.doc
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CITY OF CLEARWATER
LONG RANGE PIANNING
DEVELOPMENT REvIEW
PlANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRUE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
December 21,2005
Mr. Housh Ghovaee
Northside Engineering Services Inc.
601 Cleveland Street, Suite # 930
Clearwater, Florida 33755
RE: Development Order - Case Nos, FLD2005-09101ffDR2005-09027 - 170, 174,180, 184 and 188
Brightwater Drive
Dear Mr, Ghovaee:
This letter constitutes a Development Order pursuant to Section 4-206.D,6 of the Commumty
Development Code, On December 20, 2005, the Community Development Board reviewed your requests
for (1) Flexible Development approval to permit 27 attached dwellings in the Tourist District with a
reduction to the front (south) setback from 15 feet to zero feet (to trash staging area), reductions to the
rear (north) setback from 20 feet to 18 feet (to building) and from 20 feet to zero feet (to pool deck and
boardwalk), an increase to building height from 35 feet to 45.67 feet (to roof deck) with an additional 5.5
feet for parapets (from roof deck) and an additional 16 feet for a rooftop pavilion (from roof deck), as
part of a Comprehensive Infill Redevelopment Project, under the provisions of Section 2-803.C (retaining
five existing boat docks for sole use by the property owners); and (2) the Transfer of Development Rights
for two units from 28 Idlewild Street and two units from 321 Coronado Drive, under the provisions of
Section 4-1403 (TDR2005-09027), The Community Development Board (CDB) APPROVED the
application with the following bases and conditions:
Bases for Approval:
1, The proposal complies with the Flexible Development criteria as a Comprehensive Infill
Redevelopment Project per Section 2-803,C,
2, The proposal is in compliance with other standards III the Code including the General Applicability
Criteria per Section 3-913,
3, The development is compatible with the surrounding area and will enhance other redevelopment
efforts,
Conditions of Approval:
1, That the final design and color of the building be consistent WIth the conceptual elevations submitted
to, or as modified by, the CDB;
2. That a Umty of TitIe be recorded in the public records prior to the issuance of any permits;
3. That a special warranty deed, specifying the number of dwelling units being conveyed or sold from
28 Idlewild Street and 321 Coronado Drive and being transferred to this site, be recorded prior to the
Issuance of any permits for this project. The special warranty deed shall also contain a covenant
restricting in perpetuity the use of all platted lots at 28 Idlewild Street and 321 Coronado Drive due
BRIAN] AUNGSl, MAYOR
FRANK HIflBAHD, VICC MAYOR
BlI L]ONSON, COUNCIL\1C\IflCH
*
HOYl HAMILION, COUNCIL\IC~IHCR
CARLCN A PC!CRSU', COUNClL\I[\IflCR
"EQUAL EMPLOYMEN rAND AFFIHMATIVE AcrION EMPLOYEH"
-7
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December 21, 2005
Ghovaee - Page 2
to the transfer of development rights. Any mortgage holder of the sending sIte (28 IdlewIld Street
and 321 Coronado Dnve) shall consent to the transfer of development rights pnor to the issuance of
any permIts;
4. That a condommlUm plat be recorded prior to the Issuance of the first CertIficate of Occupancy;
5. That any future freestanding sign be a monument-style sign a maXImum four feet m height and
designed to match the exterior matenals and color of the bUIlding;
6. That boats moored at the docks, 11ft and/or slIps be for the exclUSIve use by the residents and/or
guests of the condommiums and not be permItted to be sub-leased separately from the
condommiums;
7, That all applicable requirements of Chapter 39 of the Building Code be met related to seawall
setbacks;
8. That all proposed utilitIes (from the right-of-way to the proposed building) be placed underground.
Conduits for the future undergrounding of eXIsting utilitIes withm the abutting right-of-way shall be
mstalled along the entire SIte's street frontages prior to the issuance of a Certificate of Occupancy,
The applicant's representative shall coordinate the SIze and number of conduits with all affected
utilIty providers (electric, phone, cable, etc.), with the exact location, size and number of conduits to
be approved by the applicant's engineer and the City's Engineering Department prior to the
commencement of work;
9. That all Fire Department requirements be met prior to the issuance of any permits;
10, That all constructIOn comply WIth FEMA reqUIrements;
11. That there be no landscaping (other than sod) wIthm the waterfront SIght VIsibility triangle; and
12. That, prior to the Issuance of the bUIlding permIt, the building plans be revised to meet SectIOn C.2 of
the DeSIgn GUIdelines of Beach by Deslgn, acceptable to the Planmng Department.
Pursuant to Section 4-407, an applicatIon for a buildmg permit shall be made wIthm one year of Flexible
Development approval (December 20, 2006). All required certificates of occupancy shall be obtained
withm two years of the date of issuance of the building permit. TIme frames do not change with
successive owners, The CommunIty Development Coordinator may grant an extensIOn of tIme for a
period not to exceed one year and only WIthin the original period of validity. The Community
Development Board may approve one additional extension of time after the community development
coordmator's extension to imtiate a building permIt application.
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
pennits or licenses that require this prior development approval.
AddItionally, an appeal of a Level Two approval (FleXIble Development) may be initiated pursuant to
Section 4-502.B by the applicant or by any person granted party status within 14 days of the date of the
CDB meeting. The filmg of an application/notice of appeal shall stay the effect of the deciSIOn pending
the final detennmation of the case. The appeal penod for your case expIres on January 3, 2006 (14 days
from the date of the CDB meetmg).
If you have any questIOns, please do not heSItate to call Wayne M. Wells, Planner ill, at 727-562-4504,
You can access zomng informatIOn for parcels wIthm the City through our websIte:
www.mvclearwater.comlgov/depts/planning. *Make Us Your Favorite!
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December 21,2005
Ghovaee - Page 3
Sincerely,
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MIChael~
Planmng Director
S IPlannmg DepartmentlC D BIFLEX (FLD)I/nactlve or Flmshed ApplzcatlonslBrzghtwater 170 Flammgo Bay (1) - ApprovedlBrzghtwater 170
Development Order doc
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LEGAL DESCRIPTION
A PORTION OF SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS
COUNTY. FLORIDA, BEING FURTHER DESCRIBED AS FOLLOWS:
LOTS 36 37 38 39 AND 40 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,
CONTAINING 34.027 SQUARE FEET, OR 0,7812 ACRES MORE OR LESS,
FLOOD ZONE INFORMATION
THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD
ZONE AE (EL.11) PER FLOOD INSURANCE RATE MAP 125096 0102 G
MAP REVISED: SEPTEMBER 03, 2003
SURVEY INFORMATION PROVIDED BY A SIGNED &: SEALED SURVEY BY:
BRUCE A, KLEIN, PSM No. 5052
FLORIDA REGISTERED SURVEYOR
DATED: 03/10/05
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SECTION 08, TOWNSHIP 29 S, RANGE 15 E
CITY OF CLEARWATER
PINELLAS COUNTY, FLORIDA
PROJECT
SITE
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ZONING:
LAND USE:
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SITE DATA
EXISTING (E)
PROPOSED (p)
REQUIRED
TOURIST
TOURIST
TOURIST
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RFH
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USAGE:
LOT AREA:
27 ATTACHED
DWELLINGS
27 ATTACHED
DWELLINGS
ATTACHED
DWELLINGS
34,027 S.F.
0,78 AC.
34.027 S.r.
0.78 AC.
10,000 S.r.
DENSITY
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35 D ~7 ~E~' ACRE (23 ALLOWED w/4 THRU TOR)
. . 35 D.U. PER ACRE
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30 UNITS PER AC
23 UNITS ~AX.
BUILDING COVERAGE:
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GROSS FLOOR AREA (S.L):
f.A.R,:
fRONT:
BLDG.
SIDE:
SETBACKS:
REAR:
BLDG. HEIGHT:
PAVED VEHICULAR USE AREA:
(V.U.A.)
IMPERVIOUS SURFACE RATIO:
(I.S.R.)
OPEN SPACE:
(S.F. &: " OF GROSS SITE)
PARKING:
11,687 S,F.
34.""
19,761 S,F.
58.0"
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18,12" S.F,
53.3"
79.0.... S.r.
2.32
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BLOG, 10' (W4:E)
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BLDG. 18'(N)
POOL DECK/BOARDWALK O'(N)
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45.67' TO ROOf DECK,
FROM B,F,E.
61.67' TO TOP OF ROOF
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13,725 S.F,
N/A
35'
4,198 S,F,
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26,191 S,F,
0,77
20,713 S,F,
61.0"
.95
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7,836 S,F,
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13,31" S.F,
39.0"
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PARKING CALCULATIONS: 1.5 SPACES PER UNIT = 1,5 x 27 = 41 SPACES REQUIRED
LEGEND
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EXIST. ELEVATION
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NEW CONTOUR
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M METER
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F,H,A, FIRE HYDRANT ASSEMBLY
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T,&V, TAP AND VALVE
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NES Comm.: 0518
I Drawn By: B.J.Y. I
Checked By: H,G.
Issue Date: 09/26/05
Revisions:
No, Date Descri tion
11 07 05 PER CITY
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SITE PLAN. APPROVED
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INDEX OF SHEETS
C1.1 CIVIL SITE DATA
C2.1 STAKING SITE PLAN
C3.1 GRADING, DRAINAGE
AND UTILITIES SITE PLAN
L 1.1 LANDSCAPE SITE PLAN
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Oescri tion
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Issue Date:
Revisions:
No, Date
11/07/05
09/26/05
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8- MASONRY OR-
APPROVED R. C.
PREFAB
Descri tion
PER CITY
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NEW 6"X4. TEE 1__ ____
NEW 2. PVC~ : ~ Nff 4. PVC DR 74F
DOM. WATER I 6.GV 30 MIN CO
36. MIN COVER I ~ NEW 6. PVC DR78
NEW 7-7/r----l .. ~ 36. MIN COVER
METER ct BFP,--, fW 6. DoeVA
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POL YWRAPPED
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NOJFS:
8. THE CITY OF CLEARWATER WILL PROVIDE WATER TAP. SET THE WATER METER
AND A B,F,P.D, (BACKFLOW PREVENTION DEVICE), IF APPLICABLE. APPLICANT
IS RESPONSIBLE FOR ALL ASSOCIATED FEES AND ALL OTH ER INSTALLATION COSTS,
9, DUCTILE IRON PIPE MUST BE INSTALLED BETWEEN ANY TAP AND WATER METER,
DUCTILE IRON PIPE MUST BE INSTALLED BETWEEN ANY TAP AND BACK FLOW
PREVENTION DEVICE. AT LEAST ONE JOINT OF DUCTILE IR~ON PIPE SHALL BE
INSTALLED ON THE SERVICE SIDE OF ANY BACKFLOW PREVENTION DEVICE,
10, ALL UTILITY POLE RELOCATIONS TO BE COORDINATED WITH THE OWNERS OF
SUCH FACILITIES AS-NOTED ON DRAWINGS, THE POLE RE:LOCATIONS WILL
ACCOMMODATE THE PROPOSED SIDEWALK AND/OR DRIVE APRON'S INSTALLATION
WITHIN THE RIGHT -OF -WAYS OF THE ADJACENT STREETS, CITY REQUIRES A
MIN, 2-FT, HORIZONTAL CLEARANCE FROM EDGE OF SIDEWALK TO ANY
VERTICAL OBSTRUCTION,
11. ALL POLYVINYL CHLORIDE PIPES SHALL BE LAID W/AN INSULATED 12 GAUGE A,WA SOLID
STRAND COPPER WIRE WOUND AROUND THE PIPE FORMING ONE COMPLETE SPIRAL PER
,InlNT nr J'l1J'lr T~I~ wlPr I~ Tn Rr ('nNTINllnll~ W 1~J'l1 I('r~ "-4^nr nNI Y RY tJrT~nn~
Al-'l-'HUVlU tjy I Hl lNl"INllH. I HI~ WIHl I~ I U tjl ~lCUHlU I U ALL VALVl~, Ill~ & lLtjUW~.
1, EXISTING ABOVEGROUND UTILITY FACILITIES
IN THE PUBLIC RIGHT -OF -WAY TO BE RELOCATED
AND / OR PLACED UNDERGROUND WHEN
THE PROPERTY WHICH THE UTILITIES SERVE
IS REDEVELOPED.
2. FOR DEVELOPMENT THAT DOES NOT
INVOLVE A SUBDIVISION, ALL UTILITIES
INCLUDING INDIVIDUAL DISTRIBUTION LINES
SHALL BE UNDERGROUND UNLESS SUCH
UNDERGROUNDING IS NOT PRACTICABLE.
3, NEW WATERLINES TO BE MINIMUM 30" DEEP
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4, PROPOSED UNDERGROUND WATER MAINS &
HYDRANT(S) TO BE INSTALLED AND BE IN SERVICE
PRIOR TO CONSTRUCTION PER NFPA 241,
II" ',"AII III 11'"11111"] II. A ',11,11 IIIAI
STATES II NO PARKING, FIRE DEPARTMENT CONNECTION"
6. FDC SHALL BE MAINTAINED WITH 7-1/2' CLEARANCE
7, FHA SHALL BE MAINTAINED WITH 7-1/2' CLEARANCE
TO FRONT AND SIDES AND 4' CLEARANCE TO REAR.
40
10
20
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20
12. ALL UNDERGROUND FIRE WATER LINES SHALL COMPLY WITH NFPA-24 AND BE INSTALLED BY A
LICENSED CLASS 5 UNDERGROUND CONTRACTOR,
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THIS DRAWING IS AN INS'TRUIil.r ,of :~c ~ stW:tRDWN THE PROPERlY OF THE
ENGINEER, AND SHAU, ~~~i.I~n'ROO&J(~~{~m OR,USED IN Nf( WAY WITHOUT
THE CONSENT or THE ~~. ::..i-' -", C~ 2005 NOT PUBUSHED
t'? : '--..f' \' \,:: \ ,~.,
~~\~:A,:-~J-I~e't 1 82005
RANIA., GOEl, Ph,D" P,E,t47431
COPIES Of' ,THESE f'lANs ARE tfOT VAllO UNLESS
BABOSS~WIlH ' THE. SIGNING ENGINEER'S SEAl
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3" Minimum Mulch
Remove Container
From Rootball
I"'lnntin'l ~nil Mivto .",
Existing Soil
SHRUB PLANTING DETAIL
N.T,S.
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
For Cabbage Palm Installation:
I,,,,, All I fond:! ul I"llt:
of Digging and Planting
For Washington Palm Installation:
Leave inside row of fronds
fie up with biodegradable twine
For Cabbage Palms:
All I r unk:l lo lie ~Jl100lh und
All Burn Marks Brushed Away
For Washington Palms:
Leave 011 boots on trunk
2 Layers Burlap Pod at
Support Contact - No
Nails in tree Wood
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2- x 4- Broce (Yellow Pine)
Space Three at 120. Typical
Remove after one growing season,
2- x 4' Stoke (Yellow Pine)
Three Feet Long
Remove after one growing season,
Saucer Rim
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Finish Grode
3- Minimum Mulch
Rootball, 16- Minimum
Radius From Trunk
Existing Soil
PALM
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PLANTING DETAIL
STAKING
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CROWN SPREAD
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Provide 0 minimum S'x10'
unobstructed planting area
TREE STAKING &
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NOTC; ALL TRCC STAKCS AND surrORT WIRr~
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
Remove Dead and Injured
Twigs, Trim No Leaders,
Retain Natural Shape.
3/4" - 2 Ply Reinforced
Rubber or Plastic Hose
White SI/rveyor's Togging
Tope, 6 Length
3 - 12 Guage Galvanized Wires
Spaced 120 Around Tree and
Set At A 4S0Angle With 3- II 68
Duckbill Anchors Or Equal
Remove after one growing season.
Mound To Form Saucer
3" Minimum Mulch Loyer
Remove Burlap From
Around Top Of Boll
Planting Soil Mixture
PLANTING DETAIL
N.T.S,
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5
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120
196
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146
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Code NOMe
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HABIT A T IIANACIEIIBIr AND
LANDSCAPING PERMITS.
1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED
FOR THE DEVELOPMENT OF THIS PROJECT. APPUCATlON SHOULD NOT
BE MADE UNTIL FINAl ADMINISTRATIVE APPROVAl HAS BEEN GRANTED.
a. AN APPUCATION AND AN EXTRA COP'V OF THE APPROVED FINAl
APPlICATION PLAN MUST BE SUBMmro TO THIS DEPNmAENT IN
ORDER TO PROCESS THE PERMIT,
b. All. EXOTIC SPECIES, I.E.. BRAZILIAN PEPPER (SCHINUS lEREBIN-
THIFOUUS), PUNK TREES (MEl.AL.EUCA QUINQUENEkvIA). AND CHINESE
TAll.OW (SAPIUM SEBIFERUM) MUST BE REMOVED ~ A CONDmON OF
Silt: DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO
PROTECTED PlANT MATERIAl, HAND REMOVAl WILL BE REQUIRED.
SHOULD THIS REMOVAL BE TO A DEGREE THAT A P01tNTlAl FOR
EROSION IS CREATED, THE AREA MUST BE RESTABIUZED WITH SUITABLE
MATERIAL
c. ONCE FINAl ADMINISTRATIVE APPROVAl (FAA) HAS BEEN GRANTED, A
BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES
HAVE BEEN APPROVED THE PERMIT CAN BE 'TYPED AND RELEASED,
TRI!! PROTECnoN AND PRI!SDY Al'ION.
TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS:
1. TREE BARRICADES AND/OR SILT SCREENS OR HAYBAlES SHALL BE
REQUIRED ALONG THE EDGES Of VEGETATe) AREAS TO BE PROTECTED
PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE
PERMITS. THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN
ON THE CONSTRUCTION DRAWINGS.
2. All. DESIRA8L.E TREES MUST BE RETAINED WHEREVER POSSIBLE.
IT WIll. BE REQUIRED 1'HAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS,
WAlKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SY'STEMS. ETC,) BE
ADJUSTED TO RETAIN DESIRABLE TREES, GRADE CHANGES MUST BE
SENSITIVE TO TREES REMAINING, IN GENERAL. NO GRADE CHANGES
SHOULD OCCUR WITHIN THE CANOP'V DRIP UNE OF PINE TREES AND
2/J THE CANOP'V DRIP UNE OF HARDWOOD TREES TO BE SAVED.
LANDSCAPING
1. EACH LANDSCAPING AND REPlANT TREE MUST BE PlANTED WITHIN
A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PlANTER
WITH SUITABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED
IN SAME VICINITY ~ VlEHICULAR USE AREAS IN ORDER TO BREAI< THE
MONOTONY OF UNBROIKEN EXPANSES OF PAVING. TREES MUST NOT
BE PlANTED WITHIN M.AlNTENANCE EASEMENTS.
2. THE USE OF XERlSCAPE DESIGN MUST BE UTIUZED FOR THE
REQUIRED LANDSCAPE DESIGN, THE DESIGN DEMONSTRATES THE USE
OF A LOW VOLUME IRIRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT
AND COLD TOLERANT PlANT MATERIAl, ZONING OF PlANT MATERIAl
BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARV') AND THE
PRACTICAL USE OF TUIRF.
J. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE-
MENT BY WHEEL STOPS, RAILROAD TIES. OR OTHER SUITABLE BARRIER,
WHERE POSSIBLE. THE: AREA BETWEEN THE BARRIER AND LANDSCAPE
MATERIAl SHOULD REWAJN ~ GREENSPACE.
4. LARGE TREE SPECIES PROPOSED FOR INSTAUATION MUST BE A
MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT
POLES, UTIUlY UNES AND ANY OTHER OBSTRUCTIONS THAT MAY
IMPAIR NATURAL GROWTl-l,
5, TREES PROPOSED FOR INSTAUATION MUST NOT BE IN CONFlICT
WITH PROPOSED OR EXISTING UTIUTY UNES OR STRUCTURES, EASE-
MENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE
EVENT OF SYSTEM FAlILURE. THESE FEATURES SUCH ~ THE WATER
UNES MUST REMAIN OUTSIDE THE 5' X 10' PlANTER AREA..
6. SOILS WITHIN PLAN'TER BEDS MUST BE SUITABLE FOR PROPOSED
PlANTED MATERIAl WITH REGARDS TO pH. SOIL TEXTURE. SOIL
STRUCTURE, AND SEASONAl HIGH WATER TABLE,
7. All. LANDSCAPE MATERIAl MUST BE flORIDA GRADE '1 ::;~ BETTER.
8. All. REQUIRED TRElES MUST BE A MINIMUM OF 10' HIGH, 2 1/2-
CAUPER AT TIME OF PLANTlNG.
9. All. HEDGES MUST BE 24- HIGH AT THE TIME OF PlANTl.IG,
PlANTED AT 30" ON CENTER, AND BE MAINTAINED AT A WINNUM OF
J' IN HEIGHT.
10, WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSEi; ro BE
PlANTED IN THE PERil METER BUFFER, THE BUFFER MUST BE A MINIMUM
OF S' WIDE.
IRRIGA noN NOTES
1, SHAlLOW WEUS. OPEN SURFACE WATER BOOtES. OR REClAIMED
WATER MUST BE USED ~ A SOURCE Of IRRIGATlON WATER, THE DIST-
RBUTIoN SYSTEM FOR IRRIGATlON MUST NOT BE CONNECTED TO
COUNTY OR MUNICIP-'L WATER SOURCES, UNLESS IT CAN BE DElotON-
STRATED THAT THESE SOURCES ARE NOT AVAI~.
2. IRRIGATION SYSTElIrIS MUST UTIUZE LOW VOLUME DESIGNS SUCH ~
LOW TRAJECTORY HEADS OR SOAKER HOSES TO PR<MDE DIRECT AP-
PlJCATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS
THAT DO NOT REQUIRE IRRlGATlON, SUCH /IS PAVED AREAS WILL NOT
BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY
LOW NEED AREAS,
J. HIGH WATER DEMAND LANDSCAPE AREAS SUCH ~ TURF MUST BE
SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED
PLANTER BEDS, OR MULCHED AREAS WITH TREES, IN NO CASE, SHAlL
ANY PLANTED VEGETATION AREA BE MORE THAN SO' FROM A WATER
SUPPLY HOSE BIBB.
4, AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI-
GATION SYSTEMS OPERATED BY AN IRRIGATION CONTROLlER
CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDUlES OF HIGH AND
LOW WATER DEMAND AREAS, CONTROLLERS MUST HAVE MULTIPLE
CYCLE START CAPACIlY AND A FU:XIBlE CAL[NDAR PROGRAM ABLE TO
BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT
IMPOSED RESTRICTIONS.
5, AUTOMATIC IRRIGAmON SYSTEMS MUST BE EQUIPPED WITH RAIN
SENSOR DEVICE OR :swITCH WHICH WILL OVERRIDE THE IRRIGATION
CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAlNFAU.. HAS
OCCURRED.
Londscope Table
SYMbol Scientific NOMe
() Conocorpus Erectus )~r~~
o Sobol polMetto +t-Q..~
E5> 'Wo.shingtonio robusto * e...t..
o Phoenix doctylifero -h. ~
o L1gustruM Spp, Tree -h &.t..
'* T obebuio heterophyllo +c q
0000 PlttosporuM tenulfolluM :she- J\,
~ ~ ~ NerluM oleonder 'petite' :!o"'t J\,
\ il-..1 ~ .\ Juniperus chlnensls ~t11""" ~ ~"v
VVVVVVVVVVVV Ixoro 'Noro Gront' c..h l''' \,
H:HH l-(.K. Tulboghio Violoceo ~ ,~ r..-D"rv--
~ Phoenix roebelenii J +0 j
St. Augustine
Bohlo (Retention Pond)
COMMon NOMe
Silver Buttonwood
PolMetto
Mexicon fan POlM
Do. te palM
L1gustruM Tree
Pink TrUMpet Tree
Green PlttosporuM
Petite Pink Oleonder
Porsonii Juniper
Noro Gront Ixoro
Society Garlic
PygMY Do. te palM
Floro tOM
Argentine bohio.
Planting Size
3-Gol
B 8. B
B 8. B
B 8. B
2 1I2'-Co.l
2 1I2'-Col
3-Gol
3-Gol
3-Gol
3-Gol
1 Gol
B 8. B
Height
24'
10'+ct
10'+ct
20'ct
8'x8'
10'ht
16'
18'
12'
16'
6'full
4-6'00
IRRIGA noN NOTEI ICONTINUI!DI
THE IRRlGATlON CONTRACTOR SHAlL PROVIDE AN UNDERGROUND IRRI-
GATION SYST'EM TO COVER 100x OF AU.. ON Silt: PlANTING NtEA.
TIllS 5YST[M SIW1 CONT~N BUT NOT UMrrro TO ll1[ roLlOWlNG;
1, UNDERGROUND PIPING, SHAlL BE PVC SCHEDULE 40 OR BETTER.
2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTlVATE ZONES.
J. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PlANTING.
4. ELECTRIC VAlVES.
5. GAUGE 14 UF COPPER WIRE,
6. FIBERGlASS OR PlASTIC ZONE VAl..VE BOXES,
WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WAU<S, THE PIPES
SHAlL BE INSTAU.[I) IN SCHEDULE 40 SLEEVES 18- BElOW GRADE,
MATERIAlS SUPPlJED SHAlL BE EQUAl TO THOSE MANUFACTURED BY
RAIN BIRD CO, OR APPROVED EQUAl.
THE CONTRACTOR SHAlL SUBt.41T A SYSTEM LAY -OUT Al..0NG WITH
CATAlOG SHEETS OF All. COMPONENTS IN THE SY'STEW TO THE
OWNER FOR N'PROVAl PRIOR TO INSTAUATION.
THE ENT1RE SY'STEW SHAlL BE GUARANTEED BY THE CONTRACTOR FOR
ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHIlt:CT/
ENGINEER.
ANt AND AU. US!: 0,. HOS!: !18M IN ASSOCIATION WITH
NON-POTABLE WATER SUPPUES SHAlL BE IN FULL COMPlIANCE
WITH SBCCI STANDARD PLUMBING CODE. CHAPTER VI CRITERIA
REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING
AND LABEL/TAGGING OF OUllETS ~ NON-POTABLE WATER SUPPLY.
ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION
TO THE AIR TOXICS SECTION OF THE COUNTY DEPAR'NENT
OF ENVIRONMENTAl MANAGEMENT PRIOR TO ANY DEMOUTlON OF
BUILDINGS,
XERISCAPING
1, ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS
WITHIN PROPOSED LANDScAPE PLANTER BEDS,
2. DROUGHT AND COLD TOLERANT PlANT MATERIAL
3, GROUPING OR ZONING PlANT MATERIAl.. BASE ON SIMIlAR WATER
REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATlON
WATERING SYSTEMS.
4. THE USE OF SOIL TES11NG TO IDENTlFY SOIL CONDIT1ONS NECES-
SNrf FOR THE CONTINUED SURVIVAl OF PROPOSED LANDSCAPING,
5. ORGANIC SOIL AMENDMENTS (SUCH ~ TOP SOILS, MANURE'S, PEAT
AND COMPOSTEl) MATERIAlS) MIXED EXISTING SOILS WITHIN LANDS-
CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH
OF PROPOSED Pt..ANlD) MATERIAl (USE ONLY IF EXISTING SOIL
CONDmoNS WARRANT THESE AMENDMENTS).
6. THE PRESERVATION AND INCORPORATION Of EXISTING PlANT
COMMUNmES ON Silt: INTO THE LANDSCAPE PLAN.
7. THE MINIMAL. USE OF TURF GRASSES WHICH REQUIRE FREQUENT
IRRIGATION,
8. LOW-MAINTENANCE DESIGN,
TRI!! . SHRUB PLANTING on ALl
1, THE ROOT MASS FORM Of EACH TREE PROPOSED FOR INSTAUATION
SHAlL BE BALLED OR BURlAPPED, BARE ROOT TREES ARE NOT /IC-
CEPTABLE. AU.. NON BIODEGRADABLE WRAPPINGS WILL BE REMOVED
AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTlON,
IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND
BURlAPPED TREES, THE FIRST FEW ROWS OF EACH BASKET WILL BE
REMOVED AT THE TIME OF lNSTAU..ATION.
2, SUPPORTING APPARATUS SHAlL BE REM<MD AFTER 1 COMPlETE
GROWING SEASON, AlSO THE FU:XIBLE ATT/lCHMENTS SHAlL BE USED
WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS
TO PREVENT CAMBIAl.. DAMAGE.
3. PlANT1NG HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE
(NOT COMPACTED) AND A MINIMUM Of 18-24 INCHES WIDER THAN
THE DIAMETER OF THE ROOT BALL TREES SHAll. BE INSTAU.ED SUCH
THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURF/lCE OF
THE PLANTlNG HOLE, TREES SHOULD BE INSTAI..LED J - 5 INCHES
ABOVE GRADE ON srn:s CONTAINING CLAY. A 2 - J INCH LAYER OF
ORGANIC MULCH MUST AlSO BE P~ED OVER THE ENTlRE SURF/lCE
OF EACH PLANTlNG HOLE, TO PREVENT FUNGAL INFECTlON MULCH
SHOuLD BE PULLED BACK A f[W INCHES FROM THE BASE Of EACH
TREE,
4, IF ON Silt: SOIl CONOI11ONS ARE SUCH THAT SOIL AMENDMENTS
WIll. BE NECESSARY, THE PLANTlNG MUST INCLUDE SOIL MIXTURE
IIII'CUU\>' IUU I lilt. t.N 1I1'Ct. ~t.l.IIUN ut tALH "'LAN I t.H AHtA I U II
DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT Of PROPOSED
PlANT MATERIAL
5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AMAS MUST
BE CONSTRUCTED SUCH THAT UMEROCK. ~PHAl..T, CONCRETE OR ANY
OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO
THE PLANTlNG AREAS,
6, THE PRACTlCE OF TREE TRUNK WRAPPING AND THE APPlICATION OF
PAlNTSITAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED
BY THt INTERNATIONAl SOCIETY OF ARBORICULTURAL
7, PlEASE NOTE THAT THE USE OF FERTlUZERS DURING PlANT
lNSTAUATION IS NOT APPROVED, SClENTlFlC EVIDENCE INDICATES
THAT FERTlUZATION (SPECIFICALLY, THE APPUCATION Of NITROGEN)
OF TREES/SHRUBS WITHIN THE FlRST GROWING SEASON INHIBITS (<<)oT
GRQYffii, THE LANDSCAPE BUFf'ER STRIP MUST BE CONSTRUCTED
SUITABLE FOR PlANT MATERIAl INSTAU..ATION,
Spacing
30'oc
per plon
per plon
per plon
per plan
per plon
30'oc
30'oc
30' oc
SCALE. 1-.20'
20
o
10
20
30'oc
12'oc
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09/26/05
Descri tion
PER CITY
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BUTLER'S NURSERY, INC
7011 75TH ST N PINELLAS PARK FL. 33781
PH 727-54.4-04-45. FAX: 727-541-5027, E-MAIL:8UTlERSNURSERYeMSN,COM
DRAWN BY: RON BELKO
CHECKED BY: CHUCK BUTLER
CERTIFICATION # FL-1235A
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ISSUE DATE
SCALE
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RPA / JTG
EDIT DATE
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3 5/8" METAL STUDS AT 16" ON CENTER W/1 LAYER
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A T OWNERS OPTION PROVIDE BATT INSULATION AT
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EDIT DATE
AUGUST 24, 2005
ISSUE DATE
SCALE
AS NOTED
JOB NO,
05-047
R..E NAME
P6.DWG
SHEET NAME
ROOF PLAN
SH:ET NUMBER
P6
DECORATIVE E.LFS. ELEMENT TO BE
PAINTED PORTER COLOR SOFT
YELLOW 6188-2
ELEVATOR TOWER TO BE 3/4' CEMENT
PLASTER OVER 8. CMU, PAINTED PORTER
SHRIMP TINT 6099-3
4'O'0x2"THK. FYPON
DETAIL. TYP. PAINTED
PORTER COLOR SOFT YELLOW
6188-2
1'-6"L.x4"W, DECORATIVE
OUTlOOKERS - TYP, PAINTED
PORTER COLOR SOFT YELLOW
6188-2
BARREL TILE ROOFING - TYP
TO BE FLORIDA BLEND
STAIR TOWER TO BE
3/4" CEMENT PLASTER OVER
8" C.M,U. .TYP, PAINTED
PORTER COLOR SRIMP TINT
6099-3
CONTROL JOINT - TYP.
CAST STONE BALUSTRADES
FINISH - WHITE
4"Wx1"THK. DECORATIVE
CEMENT PLASTER
BANDING PAINTED PORTER
COLOR SOFT YELLOW
6188-2
UNDER SIDE OF STAIR
TO BE 3/4' CEMENT
PLASTER PAINTED PORTER
COLOR SHRIMP TINT 6099-3
LIVING UNITS WALL TO BE
3/4' CEMENT PLASTER
OVER 8' C,M,U. PAINTED
PORTER COLOR SHRIMP TINT
6099.
2'0 HANDRAIL - TYP,
FINISH - WHITE
1'O'W,x1'1/2" THK. DECORATIVE
CEMENT PLASTER BANDING
PAINTED COLOR SOFT YELLOW
6188-2
WALL SCONCE (TYP)
GARAGE WALL TO
HAVE CORAL STONE
FINISH OVER 8" C,M,U,
PINK SALMON 6100-3
HORIZONTAL RAILINGS
- FINISH WHITE
REAR WALLS TO BE
3/4" CEMENT PLASTER
OVER 8. C.M.U, PAINTED
PORTER COLOR SHRIMP TINT
6099-3
REAR BALCONIES TO BE
3/4. CEMENT PLASTER
OVER 8' C.M,U. PAINTED
PORTER COLOR SHRIMP TINT
6099-3
@
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EDIT DATE
08/16/05
ISSUE DATE
SCALE
AS NOTED
JOB NO.
05-LA BELLA VISTA
FLE NA~
ELEV A TIONSDwa
SHEET NA~
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SI-EET NUMBER
P7
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DRAWN
RPA
EDIT DATE
08/16/05
ISSUE DATE
SCALE
AS NOTED
JOB NO,
05-LA BELLA VISTA
R..E NAME
ELEV ATIONSDWO
SHEET NAME
ELEVATIONS
St-EET NUMBER
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EDIT DATE
AUGUST 24, 2005
ISSUE DATE
SCALE
AS NOTED
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---
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--
SECTION 8. TOWNSHIP 29 SOUTH. RANGE 15 EAST. PINELLAS COUNTY. FLORIDA
------
WOOD
DOCK
---
---
8.3'
SUBMERGED LAND LEASE RECORDED
JANUARY 13, 2000, AS RECORDED IN THE
O,R,B. 10784, PGS, 1068-1082
(EXISTING DOCK AREAS)
-
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PLUG
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24" C'\J
4' COVERED EPOXY S. GRAVEL WALK @
47,5' -
LOT 35
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FLAMINGO BAY OF CLEARWATER. LLC
FLAMINGO BAY RESORT. INC.
FIFTH THIRD BANK
RICHARDS. GILKEY. FITE. SLAUGHTER. PRATESI & WARD. P.A.
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
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24,0'
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LOT 18
@ CURVE DATA
R-975.00' A-213.70'
CHD.-213.37'(P) 213.35'0.4)
ce-N790 20'23"W(P)
ce-N790 25'29"WO.O
--
LOT 19
LOT 20
~ CURVE DATA
R-1095.00' A-240.00'
CHD.-239.52'(P) 239.701(M)
ce-S790 20'23"E(P)
ce-S790 28155"E(M)
LOT 21
tv/Jo
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. /4'0.1)
NOTES:
1. BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF BRIGHTWATER
DRIVE. ACCORDING TO THE MAP OR PLAT THEREOF. HAVING A BEARING OF
NORTH 77046'12u WEST.
2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988 MEAN.
3. BENCHMARK - PINELLAS COUNTY BENCHMARK. BRASS DISK IN CONCRETE MEDIAN.
STAMPED LP-15. ELEVATION = 4.191.
4. THIS SURVEY WAS BASED ON THE TITLE INSURANCE COMMITMENT ORDER
No. 41205676CA. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT
SHOWN ON THIS SURVEY.
5. ALL PROPERTY CORNERS ARE SET CAPPED (5/Su) IRON ROD. LB 6928. UNLESS
OTHERWISE NOTED.
6. FLOOD ZONE INFORMATION:
COMMUNITY PANEL No.: 125096 0102 G
FLOOD ZONE: ZONE AE (EL. 11 )
REVISED MAP DATE: SEPTEMBER 03. 2003
LOT 22
LEGAL DESCRIPTION:
A PORTION OF SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS
COUNTY, FLORIDA, BEING FURTHER DESCRIBED AS FOLLOWS:
LOTS 36, 37, 38, 39 AND 40 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.
CONTAINING 34,027 SQUARE FEET, OR 0.7812 ACRES MORE OR LESS,
LOT 23
CERTIFIED TO:
4
3
2
1
NO.:
REVISE CERTIFICATIONS
ADDED LOT 40 TOPO WORK
ADDED LOT 39 TOPO WORK
REVISE CERTIFICATIONS
REVISION
PLA..HINGO BAY
CONDOKINIUH DBVBLOPBRS, LLC.
LOTS 16-19
BA YW A.. Y SUBDIVISION N.. J
FOR. ROGERS BEACH DEVELOPMENT, INC.
200 BRIGHTWATER DRIVE, SUITE 2
CLEARWATER, FLORIDA 33787
BAK
BAK
BAK
BA!<
BY:
03/10/05
12/07/04
08/26/04
LEGEND
~ .. DENOTES UNKNOWN TREE
~ .. DENOTES MALLILUCA TREE
() .. DENOTES RUBBER TREE
~ .. DENOTES PALM TREE . SIZE AS NOTED
~ .. DENOTES WOOD POWER POLE
--:l .. DENOTES GUY WIRE & ANCHOR
~ .. DENOTES SET PARKER KALON NAIL AND DISK. LB 6928
X .. DENOTES .x. CUT
o '" FOUND IRON ROD
. .. DENOTES NAIL
o .. DENOTES CONCRETE MONUMENT
. .. DENOTES PRM
-'JIL.. .. DENOTES EDGE OF PAVEMENT
4.18' .. DENOTES BACK OF CURB
~ .. DENOTES GROUND AND PAVEMENT ELEVATIONS
FCM .. FOUND CONCRETE MONUMENT
FIR .. FOUND IRON ROO
FCIR - FOUND CAPPED IRON ROD
FIP .. FOUND IRON PIPE
FPIP .. FOUND PINCHED IRON PIPE
FN/D .. FOUND NAIL AND DISK
R '" RADIUS
A .. ARC DISTANCE
CB .. CHORD BEARING
o .. DELTA
ORB .. OFFICIAL RECORDS BOOK
PG - PAGE
PB '" PLAT BOOK
(P) .. PLAT
(M I '" MEASURED
(F) .. FIELD
(Rl .. RADIAL
IC) .. CALCULATED
( 0 ) .. DEED
FND .. FOUND
LLF,EL, .. LOWEST LIVING FLOOR ELEVATION
WW .. WATERMETER
RM .. RECLAIMED WATER METER
BFP .. BACK FLOW PRE VENTER
LP .. LIGHT POLE
10 .. IDENTIFICATION
INV, .. INVERT
SPKND .. SET PARKER KALaN NAIL & DISK
FPKND .. FOUND PARKER KALON NAIL & DISK
LB .. LICENSED BUSINESS
C,O, .. CLEANDUT
CONC. .. CONCRETE
CMP .. CORRIGATED METAL PIPE
DHW .. OVERHEAD WIRES
PT .. POINT OF TANGENCY
PC .. POINT OF CURVATURE
PRM .. PERMANENT REFERENCE IoIONUMENT
R .. RADIUS
--...
r'R'f'I,I\: t, I
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---------- N(} (} 0
SPKN~ r. <<'5
LB 6928 --... &4s;s51,/.1;
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KLEIN &: STAUB SURVEYING, INC.
PROFESSIONAl.. SURVEYORS AND PLANNERS BOUNDAR Y &
8018 OLD COUNTY ROAD No. &4 TOPOGRAPHIC
NEW PORT RICHEY, FLORIDA 348&3
OFFICE' 727-834-8'40 FAX' 727-834-81&0 SUR VEY
LB 6928
1/1-20'
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JOB No, : 040065.2
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SHEET No,: 1 OF 1