FLS2013-04018 . � "
��� �801 BAY ESPLANADE
FLS2013-04018
1
Zoning: Low Medium Density Re Atlas#:249A
Planning&Development Department
� v�,ul rr a��l Flexible Standard Development Application
� Detached Dwellings, Duplexes orAssociated Accessory Use/Structures
IT IS INCUMBENT UPON THE APPLICANT TO SUBMIT COMPLETE AND CORRECT INFORMATION. ANY MISLEADING, DECEP7IVE,
INCOMPLETE OR INCORRECT INFORMATION MAY INVALIDATE YOUR APPLICATION.
ALL APPLICATIONS ARE TO BE FILLEp OUT COMPLETELY AND CORRECTLY,AND SUBMITTED IN PERSON(NO FAX OR DELIVERIES)
TO THE PLqIVNING&DEVELOPMENT DEPARTMENT BY NOON ON THE SCHEDULED DEADLINE DATE.
A TOTAL OF il COMPLETE SETS OF PLANS AND APPLICATION MATERIALS(1 ORIGINAL AND 10 COPIES)AS REQUIRED WITHIN
ARE TO BE SUBMITTED FOR REVIEW BY THE DEVELOPMENT REVIEVYI COMMITTEE. PLANS AND APPLICATIONS ARE REQUIRED
TO BE COLLATED,STAPLED AND FOLDED INTO SETS.
THE APPLICANT, BY FILING THIS APPLICATION, AGREES TO CQMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE
COMMUNITY DEVELOPMENT CODE.
FIRE DEPT PRELIMARY SITE PLAN REVIEW FEE: �
APPLICATIQN FEE: �2A(� (if far detached dwellings or duplexes)OR
100 (if for accessary uses/strudures for detached dwellings/duplexes)
PROPERIY QWNER(PER DEED): Wiiliam Blackwood
MAILING ADDRESS: 627 Bay Esplanade
PHONE NUMBER: 727-251-7236
EMAII: wblackwo�tampabay.rr.com
AGENT OR REPRESENTATIVE: Terri Skapik,Woods Consulting
MAILING ADDRESS: 1714 County Road 1,Suite 22 Dunedin, FL 34698
PHONE NUMBER: 727-786-5747
EMAIL: terriskapik�woodsconsulting.org
ADDRESS OF SUBJECT PROPERTY: 801 Bay Espianade
PARCEL NUMBER(S): 05-29-15-54666-033-0010
LEGAL DESCRIPTION: MANDALAY SUB BLK 33,LOT 1
PROPOSED USE(5): private dock for single family residential property
DESCRIPTION OF REQUEST: Construct single family dock(996 sq ft)with 2 wet slips and 1 covered boat lift.
Speci�cally identify the request Variances for side setbacks,variances for maximum length and width allowed per code.
(include all requested code flexibility;
e.g., reduction in required number of
parking spaces, height, setbacks, lot
size,lot width,specific use,etc.J:
Planning 8 Development Departrnent,100 S.MyrUe Avenue,Clearwater,FL 33756,Tel:727-562�567;Fax:727-562�865
Page 1 of 7 Revised 01/12
c �,
o Planning&Development Department
� 4 �ater Flexible Standard Development Application
� Data Sheet
PLEASE EN5URE THAT THE FOLLOWING INFORMATION IS FILLED OUT, IN ITS ENTIRETY. FAILURE TO COMPLETE THIS FORM
WILL RESULT IN YOUR APPLICATION BEING FOUND INCOMPLETE AND POSSIBLY DEFERRED UNTIL THE FOLLOWING
APPLICATION CYCLE.
20NING DI9TR'CT: LMDR
FUTURE LAIYD USE PLAN DESIGNATION: RU
EXISTING U5E(currently existing on site): single family rssidenUal
PROPOSED USE(new use,if any;plus existing,if to remain):no change
SITE AREA: sq.ft. 0.174 acres
GRO55 FLOpR AREA(totai square footage of all buildings):
Existing: N�A sq.ft.
Proposed: N�A ' sq.ft.
Maximum Allowable: N�A ' sq.ft.
GROSS FLOpR AREA(total square footage devoted to each use,if there will be multiple uses):
First use: N/A sq.ft.
Second use: N�A sq.ft.
Third use: N�A sq.ft.
FLOOR AREA RATIO(total square footage of all buildings divided by the total square footage of entire site):
Existing: N/A
Proposed: N/A
Maximum Allowable: N/A
BUILDIN6 COVERAGE/FOOTPRINT(1�`floor square footage of all buildings):
Existing: N�A ' sq.ft. ( N�A %of site)
Proposed: N/A sq.ft. ( N/A 90 of site)
Maximum Permitted: N�A sq.ft. ( N�A 90 of site)
6REEN SPACE WITHIN VEHICULAR USE AREA(green space within the parking lot and interior of site;not perimeter buffer):
Existing: N�A sq.ft. ( N�A %of site)
Proposed: N�A sq.ft. ( N/A �of site)
VEHICULAR USE AREA(parking spaces,drive aisles,loading area):
Existing: N/A Sq,ft. ( N/A �of site)
Proposed: N�A sq.ft. ( �1�1�1 %of site)
Planning&Development Department,700 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4667;Fax:727-562-4865
Page 2 of 7 Revised 01H 2
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IMPERVIOU!S SURFACE RATIO(total square footage of impervious areas divided by the total square footage of entire site):
Existi ng: N/A
Proposed: N/A '
Maximum Permitted: N/A
DENSIIY(units,rooms or beds per acr�e): BUILDING HEIGHT:
Existing: N/A Existing: N/A
Proposed: N�A ' Proposed: N/A
Maximum Permitted: N�A ' Maximum Permitted: W/A
OFF-STREET PARKING� ,
Existing: N�A ' Note:A parking demand study must be provided In conjunction with any request
Proposed: N/A to reduce the amount of required off-street parking spaces. Please see the
Minimum Required: N/A adopted Parking Demand Study Guidelines for further information.
WHAT IS THE ESTIMATED TOTAL VALUE OF THE PROJECT UPON COMPLETION? $40,000
ZONING DISTRICTS FOR ALL ADJACENt PROPERTY:
North: L�'YI D Q '
soutn: L►n� � R
East: L,1'rl �IZ
West: L IN� j�I�
STATE OF FLORIDA,COUNTY OF PINELLAS t� �,�^
I, the undersigned, acknowle!dge that all Sworn to and subscribed before me this /� T� day of
representations made in this application are true and ��L , �/� ,to me and/or by
accurate to the best of my knowledge and authorize —'y`—
City representatives to visit and 'photograph the d����'�/ .who is personally k�own has
property described in this application. produced as identification.
� �
i• l 1 0'lP'�Y PGB!
Signature of property owner or re tive Notary p blic, * ' ` * MYCOMMISSION#EE092145
My com ' i expires: ,,, ,. EXPIRES:July 18,2015
P18nning 8 Development DepBrtrnent,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:T27-562-4567;Fax:727-562rt865
Page 3 oT 7 Revised 01/12
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o Planning&Development Department
� � ' �a�er Flexible Standard Develo ment A lication
P PP
� Site Plan Submittal Package Check list
IN ADDITION TO THE COMPLETED FLEXIBLE STANDARD DfVELOPMENT (FLS) APPLICATION, ALL FLS APPLICATIONS FQR A
SINGLE-FAMILY DETACHED DWELLING, DUPLEX, OR ACCESSORY USE/STRUCTURE ASSOCIATED WI7H EITHER A SINGLE-FAMILY
DETACHED DWELLING OR DUPLEX SMALL INCLUDE A PLOT PLAN WITH THE FOLLOWING INFORMATION:
l.Y Responses to the General Applicability criteria as set forth in Section 3-914.A. The attached Flexible Standard Development
Application General Applicability'Criteria sheet shall be used to provide these responses.
�i' Responses to the flexibility criteria for the specific use(sj being requested as set forth in the Zoning District(s) in which the
subject property is located. The�attached Flexible Standard Development Application Flexibility Criteria sheet shall be used to
provide these responses. ,
U A signed and sealed survey of the property prepared by a registered land surveyor including the location of the property,
dimensions, acreage, location of all current structures/improvements, location of all public and private easements including
official records book and page numbers and street right(s)-of-way within and adjacent to the site.
K (�- ❑ If the application would result in the removal or relocation of mobile home owners residing in a mobile home paric as
�v provided in F.S.§723.083,the application must provide that information required by Section 4-202.A.5.
�7 If this application is being submitted for the purpose of a boatlif�, catwalk, davit, dock, marina, pier,seawall or other si milar
marine structure, then the application must provide detailed plans and specifications prepared by a Florida professional
engineer,bearing the seal and signature of the engineer, except signed and sealed plans shall not be required for the repair
or replacement of decking, stringers, railing, lower landings, tie piles, or the patching or reinforcing of existing piling on
private and commercial docks.
A �Q,� ❑ A tree survey showing the location, DBH (diameter at breast height), and species on the parcel proposed for development
v� � with a DBH of four inches or more and identifying those trees proposed to be removed.
�" A site plan with the following information:
❑ Narth arrow,scale,location map and date prepared.
❑ Location of the Coastal Construction Control Line (CCCL), whether the property is located within a Special Flood Hazard
Area,and the Base Flood Elevation(BFE)of the property,as applicable.
❑ Location,setbacks and use of all existing and praposed building and structures.
❑ Location of all existing and proposed parking areas,sidewalks and driveways.
❑ Location,type of material and height of all existing and proposed fences.
❑ Location of all existing and proposed utilities,including water,sewer,gas,and stormwater.
❑ Location of all existing utility easements, including Official Records book and page numbers, and any proposed utility
easements.
❑ Building or structure elevation drawings that depict the proposed building height, building materials,and concealment of
all mechanical equipment Iqcated on the roof.
Planning&Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562�567;Fax:727-562-4865
Page 4 of 7 Revised 01112
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a Planning&Development Department
� �ater Flexible Standard Development Application
�
� General Applicability Criteria
PROVIDE COMPLETE RESPONSES TO',EACH OF THE SIX(6)GENERAL APPLICABILITY CRITERIA EXPLAINING HOW, IN DETAIL,THE
CRITERION IS BEIN6 COMPLIED WITH PER THIS DEVELOPMENT PROPOSAL.
1. The proposed development of tlie land wiil be in harmony with the scale, bulk, coverage, density and character of adjatent
properties in which it is located. ,
SEE ATTACHED EXHIBI'f 1 FOR WRITTEN RESPONSES.
2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings
or significantly impair the value thereof.
SEE ATTACHED EXHIBIT 1 FOR WRITTEN RESPONSES.
3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood
of the proposed use.
SEE ATTACHED EXHIBIT 1 FOR WRITTEN RESPONSES.
4. The proposed development is designed to minimize traffic congestion.
SEE ATTACHED EXHIBIT 1 FOR WRITTEN RESPONSES.
5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for
development.
SEE ATTACHED EXHIBIT 1 FOR WRITTEN RESPONSES.
6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of
operation impacts,on adjacent properties.
SEE ATTACHED EXHIBIT 1 FOR WRITTEN RESPONSES.
Plsnning&Development Departrnent,100 S.Myrtle Avenue,Cloarwater,FL 33756,Tel:727-562-4567;Fau:727-562-4865
Page 5 of 7 Revised 01M2
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o ', Planning&Development Department
� '��ater ' Flexible Standard Development Application
�
� Flexibility Criteria
PROVIDE COMPLETE RESPONSES TO THE APPLICABLE FLEXIBIUTY CRITERIA FOR THE SPECIFIC USE(5)BEING REQUESTED AS SET
FORTH IN THE ZONING DISTRICT(5)IN WHICH THE SUBJECT PROPER7Y IS LOCATED. EXPLAIN HOW,IN DETAII,EACH CRITERION
IS BEING COMpLIED WITH PER THIS DEVELOPMENT PROPOSAL(USE SEPARATE SHEETS AS NECESSARY).
1_ SEE ATfACHED EXHIBIT 2 FOR WRITTEN RESPONSES.
2. SEE ATTACHED EXHIBIT 2 FOR WRITTEN RESPONSES.
3. SEE ATTACHED EXHIBIT 2 FOR WRITTEN RESPONSES.
4. SEE ATTACHED EXHIBIT 2 FOR WRITTEN RESPONSES.
5. SEE ATTACHED EXHIBIT 2 FOR WRITTEN RESPONSES.
6. SEE ATTACHED EXHIBIT 2 FOR WRITTEN RESPONSES.
,. SEE ATTACHED �XHIBIT 2 FOR WRITTEN RESPONSES.
$. SEE ATTACHED EXHIBIT 2 FOR WRITTEN RESPONSES.
Planning 8 Development Department,700 S.Myrtle Avenue,Cloarwater,FL 33756,Tel:727-562-4567;Fax:727-562�865
Page 6 of 7 Revised 01H2
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o Planning&Development Department
' ° � �ater ; Flexible Standard Development Application
� ' Affidavit to Authorize Agent/Representative
1. Provide names of all property owners on deed—PRINT full names:
William Blackwood
2. That(I am/we are)the owner(s)a'nd record title holder(s)of the following described property:
801 Bay Esplanade, Parcel Identification Number: 05-29-15-54666-033-0010
�
3. That this property constitutes the property for which a request for(describe request):
Singie Family Dock
4. That the undersigned(has/have)appointed and(does/do)appoint:
Terri Skapik, Woods Cor�sulting
as(his/their)agent(s)to execute�'any petitions or other documents necessary to affect such petition;
5. That this affidavit has been executed to induce the City af Clearvrater, Florida to consider and act on the above described
proPertY;
6. That site visits to the property �re necessary by City representatives in order to process this application and the owner
authorizes City representatives to visit and photograph the propert�y described in this application;
7. That(I/we),the undersigned auth' ' , eby certify that the foregoing is true and correct.
� �
Property Owmer Property Owner
Property Owner Property Owner
STATE OF FLORIDA,COUNTY OF PINELLAS
BEFORE ME THE UNDERSIGNED, I OFFICER DULY COMMISSIONED BY THE LAWS OF THE STATE OF FLORIDA,ON
THIS � I 7l DAY OF , � "1 , PERSONALLYAPPEARED
WHO HAVING BEEN FIRST DULY SWORIV
DEPOSED AND SAYS THAT HE/SHE FULLY UNDERSTANDS THE CONTENTS OF THE AFFIDAVIT THAT HE/SHE SIGNED.
o.�pNY P�B`O JV1l1�I WN'UY
� »...�i
* * MY COMMISSION A EE 092145 N ary Public Signature
EXPIRES:July 18,2015
Notary Seal/Stamp �r'�OFF��\Oe BondedThmBudgetNotaryServices My Commission Expires:
Planning 8 Development Department,700 S.MyrfJQ Avenue,Clearwater,FL 33756,Tel:727-562-4567;Fax:727-562-4865
Page 7 of 7 Re�rlsed 01/12
EXHIBIT 1:
Written Submittal Requirements
Flexible Development Appli�ation
General Applicabiiity Criteri�
1 The proposed development of the land will I�e in harmonv with the scale, bulk, covera�e,
densitv and character of adiacent properties in which it is located.
The proposed single ',family private dock will b�e in character of the adjacent properties. The
existing properties are all residential properties and most, if not all, have private single family
docks. Therefore th� proposed single family private dock is consistent with the docks at the
adjacent properties.
The proposed single family private dock will be in harmony with the scale, bulk and coverage of
the private single f�mily docks in the immediate area even with an increased length as
requested. As proposed, the single family private dock is 79 ft in length which is similar in size
to the docks in the immediate area. The dock is moved out and away from the seawall to avoid
having slips located over top of submerged aquatic resources, particularly the sea grass beds.
The Pinellas County Environmental Management Department performed a site visit, at our
request, to map the extent of the seagrass beds and they are shown on the attached plan view
drawings. Based on their field inspection, they determined the dock should be located where
shown to avoid impacting the grass beds through propeller or shading effects.
As regards the existing private docks in the immediate area, please see the attached Waods
Consulting AERIAL Exhibit 1. This exhibit was created to show the proposed dock in relation to
the existing docks in the immediate area. Immediately to the north of the project site are four
private docks that are all 60 to 75 ft in length. All of these docks appear to have been
permitted so that the terminal platforms are located outside (waterward) of the grass beds.
The property immediately to the south is Mango St (public right of way) and there is no dock.
The properties farther to the south all have private docks but they are shorter. The aerial
shaws the grass line diminishes toward the south.
2. The proposed development will not hinder or discoura�e the apqropriate development and use
of adiacent land and buildin�or si�nificantiv impair the value thereof.
The proposed single family private dock will not hinder or discourage appropriate use and
development of adjacent land or impair the value thereof. In fact, a dock can significantly
improve the value of surrounding properties.
The proposed single family private dock will not hinder or discourage development at adjacent
properties as the proposed dock abuts a public right of way to the south where docks (with
mooring) will likely never be built. The doc:k was positioned closer to the south abutting
property line to provide as much side setback to the north as possible without reducing the size
of the slip spaces. Because the docks/slips will be parallel to the main dock, more width is
1
needed. Although variances for length and width are being requested, the proposed length is
consistent with several larger existing private docks in Clearwater Harbor. The width variance is
needed to allow boat's to moor parallel to the seagrass beds and not back in to slips to prevent
prop scarring. The proposed dock wil) not impede use of the waterway in this area.
3 The proposed development will not adverselv aff_ect the health or safetv of persons residin� or
workin�in the nei�hborhood of the proposed u$e.
The proposed single family private dock will be for the use by the upland resident and will not
adversely affect heal�h or safety of the residents or persons working in the neighborhood. The
dock will be built to conform with County Dock Codes.
4. The proposed development is desi�ned to avoic�traffic con�estion.
The proposed single�amily private dock will be for the use of the upland resident and therefore
no additional traffic will be created with the praposed dock.
5 The proposed development is consistent with the communitv character of the immediate
� vicinitv of the parcel proposed for development.
. The proposed dock is consistent with the zoning, future land use for a private single family
residence. The proposed dock is consistent �nrith the size and scale of larger docks that are
located in the immediate area.
6. The desi�n of the proposed development minimizes adverse effects, includin� visual, acoustic
and olfactorv and hours of operation impacts on the adiacent properties.
There will be no neg;ative adverse effects visually as the dock will be constructed with wood
fixed in place by wooden pilings. The construction materials and installation requirements will
adhere to the Pinellas County dock construction code. There will be no watls or enclosures on
the dock; only the covered roof and one boat lift.
There will be no negative adverse effects acoustically as this will operate only as a single family
private dock for the upland resident. There are no high/dry slips, no load out, no wash racks,
no fueling facilities, etc.
2
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EXHIBIT 2
Written Submittal Requirements
Responses to the Flexibility Criteria for the specific use being requested as set forth in
the Zoning Districts in which the subject property is proposed
Dock Criteria Section 3-601C1.g(i)and (ii)
g. Deviations.
(i) The applicant is aware the community development coordinator may grant
deviations from the requirements of this section as a Level One (minimum standard)
approval provided that signed and notarized statements of no objection are submitted
from adjacent waterfront property owners, as well as signed and notarized statements
on the Pinellas County Water and Navigation Control Authority permit application.
In the case of 801 Bay Esplanade, the City of Clearwater is the owner of the south
adjacent property (Mango Street Public Right of Way) and it's our understanding such
notarized letters of no objection can only be reviewed through this review process. The
other adjacent neighbor to the north is not willing to sign a notarized letter of no
objection for the proposed dock. Therefore, in the event that such statements cannot
be obtained, we understand the application for deviations may be approved by the
community development coordinator, provided that the proposed dock will result in no
navigational conflicts. We further understand, such deviations may be approved
through a Level One (flexible standard) approval process based on one of the following:
(a) The proposed dock location needs to be adjusted to protect
environmentalty sensitive areas; or
(b) The property configuration or shallow water depth precludes the
placement of a dock in compliance with the required dimensional standards; however,
the proposed dock will be similar in dimensional characteristics as surrounding dock
patterns.
The proposed dock location needs to be adjusted in length and width to protect the
environmental sensitive areas where seagrass beds are present. Attached is an aerial
that clearly the shows the seagrass beds in the near-shore areas. The seagrass beds are
widest to the north of the property and appear to thin toward the south. We requested
the Pinellas County's Environmental Management Dept. to perform a site visit to
identify, delineate and verify the presence of protected resources; specifically seagrass
beds. They visited and concurred that the seagrass line shown on the attached plans is
accurate (Sheet 2 of the Woods Consulting dock plan drawings). The seagrass line is
approximately 53 ft water-ward of the seawall. Therefore, the dock, as designed, will
have minimal to no adverse impacts to the marine environment. The proposed dock
has both slips positioned parallel and water-ward of 53 ft to prevent boats traveling or
mooring over seagrass beds. By moving the dock out it also provides greater depths for
boat mooring to prevent potential prop scarring of seagrass beds.
Positioning the slips parallel to the seagrass beds required a wider dock and exceeds the
maximum width and reduces the required setbacks. Our opinion was that it was less
impact to widen the dock than to further lengthen it if the slips were to be
perpendicular to the grass beds. Excessive length we agree would be out of character
with the docks in the immediate area.
ii) No dock shall be allowed to deviate from the length requirements specified in 3-
601.C.1.b by more than an additional 50 percent of the allowable length or project into
the navigable portion of the waterway by more than 25 percent of such waterway,
whichever length is less. In no case shall the length of the dock exceed 250 feet, except
as stipulated in Section 3-601.C.1.g.iii and iv below.
It is not possible to construct a dock even with the allowed deviation of 50% of the
maximum length requirements. The property at the waterfront is 67.5 ft and even with
this 50% additional length; the max deviation would be a total of 50 ft measured from
the seawall. The seagrass beds extend to approximately 53 ft. We are very certain the
dock will not impede navigation due to the width of the waterway in this location which
is approximately 900 ft. The dock as proposed with the length variance will extend only
9% of the width of the waterway which is less than 25% the width of the waterway— a
criterion generally accepted for the maximum length docks can extend into a waterway.
We believe the proposed length variance is consistent with the private single family
docks in the immediate area. Please see the attached Woods Consulting AERIAL Exhibit
1. This exhibit was created to show the proposed dock in relation to the existing docks
in the immediate area. Immediately to the north of the project site are four private
docks that are all 60 to 75 ft in length. All of these docks have terminal platforms are
located water-ward of the seagrass beds. The property immediately to the south is
Mango St (public right of way) and there is no dock. The properties farther to the south
all have private docks but they are shorter. The aerial shows the seagrass line thins
toward the south.
BAY ESPLANADE AERIAL 1 �
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SCALE 1 : 3,139
_-_ -- /
__^�� -- � -----i
200 0 200 400 600 j�
FEET
SURVEY OF
801 BAY ESPLANADE LOT 1, �LOCK 33, MANGALAY, ACCORDING
CLEARWATER, FL��RIDA 33767 TO THE MAP OR PLAT THEREOF, AS RECORDED
IN PLAT BOOK 14, PAGES 32 THROUGH 35,
INCLUSIVE, OF THE PUBLIC REC;ORDS OF
PINELLAS COUNTY, FL(�RIDA
w LOT 2
0
z N90°00'00"E 111.00'(M)(P)
� "'
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W
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¢ ��•:� ( BAY
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�n A ❑ •.-' 'n 13.84'� �n TE S
c~o 25.80' 14.80' M � 14.92' 13.7�'
� � �
~ N RES# 801 � ��N PILINGS ;,
� J � M � O V
> � `°^ " LOT 1 6.52� 3 .13� �
� vJ Q � �
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:?7.40' 17.88' � �
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FIR WALL 0.6'OFF z
S90°00'00"W 111.00'(M)(P)
MANGO STREET
PUBLIC RIGHT OF WAY
UNLESS NOTED OTHERWISE, THIS IS AN AS—BUILT SURVEY SHOWING IMPROVEMENTS
IN RELATION TO PROPERTY AND PLAT MONUMENTS FOUND
THIS SURVEY IS MAD[ FOR THE EXCLUSIVE USE OF THE CURRENT OWNERS OF THE O �O ZO� 4O�
PROPERTY AND ALSO THOSE WHO PURCHASE, MORTGAGE OR GUARANTEE THE T1TLE
THERETO WITHIN ONE YEAR OF THE FIELD DATE NOTED ON THIS SURVEI'.
COVERED SCREEN SCREEN SCALE: 1��= 2O�
ENTRANCE �ENCLOSED p ENCLOSED
�G- ARE^ � WITH POOL -- X -�- A'CHAIN LINK FENCE -- �� 6'WOOD FENCE
NOTES: (t) IN CUMPLIANCE WITH F.A.C. 61G17-6.0031-4—E, IF LOCATION OF EASEMENTS OR RIGHTS—OF--WAY OF RECORD, OTHER THAN
THOSE ON RECORD PLATS, IS REQUIRED, THIS INFORMATION MUST BE FURNISHED TO THE SURVEYOR AND MAPPER. (2) IF APPLICABLE,
FENCES SHOWN MEANDER ON OR OFF LINES. (APPROX.) (3) NO EXCAVATION OR MAPPING OF UNDERGROIJND IMPROVEMENTS HAS BEEN
PERFORMED. CORNER MARKERS ARE 1/2" OIAMETER UNLESS NOTEU OTHERWISE.
BASIS OF BEARINGS IS R/W LINE (USING PLAT BEARING OR ASSUMED) UNLESS NOTED OTHERWISE
LEGEND: (C) = CALCULATED, C� = CURVE NUMBER , CB= CABLE BOX, LP= LIGHT POLE, C/S = CONCRETE SLA6, CLF = CHAM LII�K FENCE, CONC = CONCRETE
CSW = CONCRETE SIDEWALFC, (0) = DEEO. DE = DRAINAGE EASEMENT, EB= ELECTRIC BOX, EOW= EDGE OF WAIER, E/P = EDGE OF PAVEMENT, (F) = FlELD,F/C = FENCE CORNER,
�CIR a FlR CAPPED, FXC = FOUND X CUT, FCM = FOUND CONCRETE MONUMENT, FIP = f0UN0 IRON PIPE, FlR = FOUND IRON ROD, FN = FOUND NAIL, FND = FOUND NAIL 8 DISK
GA = GUY ANCHOR, ID = IDENTIFICATION, (M) = MEASURED, MH = MANHOLE, NCF = NO MARKER FOUND, OHW = OVERHEAD N1RE, OfA = OVER ALL, (P) = PLAT, P/EsPOOL EQUIP.
PP = POWER POLE, POB = POINT OF BEGINNING, POC = POINT OF COMMENCEMENT, PRM = PERMANENT REFERENCE MONUMEN7, R/W = RIGHT OF WAY, SIR = SET 1/2" IRON ROD
LB 6912, SND � SET NAIL AND DISK LB 6912, TNF= 1RANSFORMER, TOB e Tpp pF gqNK, 1P= PHONE PEDESTAL, UE = U7ILITY EASFMENT. WB = WATER BOX, WDF = WOOD FENCE
Kn o w I t �T O W� I I1 C. I HEREBY CERIIFY THAT THIS SKEfCH OF SURVEY WAS MADE UNDER
Florida Business Cer�ficate Of LOCAiION = 2011 HEIDELBERG AVENUE, DUNEDIN, FL MY RESPONSIBLE CHARGE AND TO THE BEST OF MY I(NOWL.EOGE AND
Authorization NumberLB6912 VOICE 727-415-8305 FAX 727-736-2455 FORTH BYfDHE 0 IDA IBOARDEOFI PROFESSIONAL ALANDASURVEYORS
CERTIFIED EXCLU5IVELY TO THE BELOW PARTIES �N CHAPTER 5J-17 FLOFtIDA ADMINISTRATIVE CODE FURTHER , THIS
DOCUMENT IS ELECTRONICALLY SIGNED AND SEA�ED PURSUANT TO
SECTION 472.027, OF TFIE FLORIDA STATUTES AND CHAPTER
SJ-17 OF THE FLORIDA ADMINISTRATION CODE.
',,,,�..,�, Surveyor&Mapper Number 4636
,�'`�vLH hk'. DATE OF FIELD WORK: 4-1-13
O
WILLIAM BLA(�KWOOD '+� �^�'T �q�� DATE SIGNED 4-2-13
i� sr�r,�"� �t
`��ti�OR p��
,�.,•..„r,•Q, �''�
�,'!/q�EY,q �
FLORIDASURVEYOR@AOL.COM BILL HYATT
SCALE: 1" = 50' PRIVATE RESIDENTIAL SINGLE-FAMILY Appiication#
(OFFICIAL USE ONLY) -
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Thu,25 Apr 2013-11:39am F:\PROJECTS\Blackwood 801 Bay Esplanade(544-12)\CAD\801 BAY ESPLANADE 01082013.dwg SHEET �
FLORID,4�E�t,T��ICATE OF WOODS CONSULTING g01 BAY ESPLANADE
T 664 1714 COUNTY ROAD 1, SUITE 22
y •a••''C,'•�•� � j� DUNEDINt FL �"698
: ' ` �`'•s �� �I PH. (72i) i86-5747 �
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SCaLE'�1" =30' - PRIVATE RESIDENTIAL SINGLE-FAMILY App�ication#
(OFFICIAL USE ONLY) �
N ADJACENT DOCK
� � � � APPROXIMATE LIMITS OF SEA GRASS I�,
..� � .
s AS VERIFIED BY RECENT SITE VlSIT �
PERFORMED BY PINELLAS COUNTY I
ENVIRONMENTAL MANAGEMENT DEPT.
. I
i
103.0 i
, 79.0 12.3 '
EXTE DED PROPERTY LINE
---I 8.0 9.3
31.8 �� � }
.:`
67.5 LF OF WATERFRONT 71.0 1 .5 � '
A �- �� �'` ----- -- q�
- �:---. —--�
PARCEL BOUNDARY _ � 47.0 {
4 0 .� ; 50.0
=;' ;. � �
2�.�.1 3' : i.
�! 1
t .
DOUBLE L.INE DEPICTS 42" RAILING g - -
COVERED SLIP 14 0 � 7•3
EXTEND D PROPERTY LINE
23.0 CLEARSPAN
60 FT ROW MANGO ST. 4.5 K LIFT
Thu,25 Apr 2013-11:43am F:�PROJECTS\Blackwood 801 Bay Esplanade(544-12)\CAD\801 BAY ESPLANADE 01082013.dwg SHEET 2
FLORID�(3LR�T11"rj�jATE OF WOODS CONSULTING
Au 4' 1714 COUNiY ROAD 1, s�� 22 8 01 BAY E S P LA NA D E
�� •`�G E Ns��� v�� DUNEDIN FL 34698
`,� �;�\ ��:s��' PH. (727j 7B6-5747
� • N o 1558Q ��o Fnx �n�) �es-�4�s
PROPOSED DOCK
__ , # ____ ���- REViSE�: ��� ����
_ � ��
� ' � O� ' � 996.0
� • TOTAL SQUARE FEET
�� Q�•' ! C�` WATERBODY WIDTH >850 FT
��O R�..� ('j �a '" WATERFRONT WIDTH 67.5 LF
ONAL���•�o,Q��
� �� ,� MHW +o.�a� MLW -�.2s�
������������, � ELEVATIONS REFERENCE NAVD-1988
- - -
__ --- - _ _ _ _ __ _
SCaCE:1"'-="1"D' - PRIVATE RESIDENTIAL SINGLE-FAMILY Application# .
(OFFICIAL USE ONLY)
14.0 X 24.0 COVERED SLIP
4 POLE BOAT LIFT
AA'
42" HIGH RAILING
SEAWALL
ELEVRTION=
NAVD-88
MHW ELEV=+0.74 FT
---' � ' MLW ELEV=-1.26 FT
--____i_
_
------_�_._—_._
--------�_
-----�
ECEVATIONS= NAVD88
SEE SHEET 2 FOR CR_OSS SECTI.ON_A-_A'_LOCATION-- -- - - - ---- -- -------- -__---.- ----------------- -----------
Thu,25 Apr 2013-11:43am F:\PROJECTS161ackwood 801 Bay Esplanade(544-12)\CAD\801 BAY ESPLANADE 01082013.dwg SHEET 3
FLORID/���T�IFICATE OF WOODS CONSULTING
A 7664 �7�4 COUNTY ROAD 1, S�RE � 801 BAY ESPLANADE
�����• Pp•�G E M S��� �I�, DUNEDIN FL 34698
PH. (727� 786-5747
� ���i�`♦ FAX (727) 786-7479
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I�1S��'i@ Ili��(��Ii@�OIIOWIii�COIlS�flfE�ifNt t�E�Bf�'S tE?�fC 8 YC�CI"�f1CC�ttfEl6'�@1't�tl2tlthl,$t1tlCttlTBt aMI SB�h/
standards. All structures to meet local, and or sfate guidelines for aquatic and marine construction.
GENERAL DOCK NOTES: °� o
1. ALL DECKING TO BE TRIMMED, BOTH SIDES. ELECTRIC CONDUIT
2. ALL PILINGS TO BE SEATED WITH A FREE FALLING HAMMER IF WATER JETfING IS INSTALLATION METHOD.ALL PILES TO BE PVC WATER LINE
TRIMMED SAME HEIGHT.
3. PILING CENTER TO CENTER SPACING ON ALL FIXED DOCKS TO BE 10'NOMINAL. AND NOT TO EXCEED 12'. UTILITY SEGTION VIEW
4. DOCK FRAMING AND DECKING TO BE CONSTRUCTED USING STAINLESS STEEL SCREWS (SCREWS TO BE TYPE SPECIFIC FOR
NIATERIAL UTILIZED). DECK SCREW PATfERid
5. WOOD DECK BOARD SPACING AT TIME OF INSTALLATION NOT TO EXCEED 1/8"TO ALLOW FOR CURING,COMPOSITE DECK DOUBLESTRINGERS �NTERMEDIATE
SPACING NOTTO EXCEED 1/4". �STRINGERS
6. ALL DOCK FRAMING OTHER THAN DECKING TO BE MINIMUM GRADE 2 LUMBER.
7. RASP OR FEATHER ALL SAWCUTS. e e
8. ALL CONSTRUCTION TO MEET OR EXCEED COUNTY REQUIREMENTS LISTED IN SECTIONS 166-(332, 333, &334)OF � �
THE PINELLAS COUN7Y WATER AND NAVIGATION CONTROL AUTHORITY REGULATIONS MANUAL ' °
9. CCA WOOD NOT ACCEPTABLE FOR DECKING OR RAILING MATERIALS.WOOD TREATMENT AS FOLLOWS ARE ACCEPTABLE: � �
ALKALINE COPPER QUATERNARY(ACQ), {F ACQ TREATMENT IS UTILIZED,THEN THE WOOD NEEDS TO BE SEALED WITH AN � �
ENGINEER-APPROVED SEALANT. �
1Q 1F A MAIAt DDCK SUPP9RT PlL1NG FA�:I:S{N�;LL�€PRaXtAA1TY(!€�5 TFi,4N 2 F€E�j�O A B{3LtA�t3 PiLlld�i2EQUIREt3�{3R k oNE scREw irrro enc
FINGER PIER,THE BOLLARD PILING MAY BE USED FOR BOTH PURPOSES PROVIDING THE CENTER TO CENTER SPANS OF THE INTERMEDIATE STRINGER
DOCK SUPPORT PILINGS DO NOT EXCEED 12 FEET.
11.5!8"GALVAfVIZED FASTENERS ARE NOT TO BE USED IPF WOOD WiTH C(?PPEf2 AZOLE TREATMEfdi" LAP.IOiNT
IY'1f � Il'yl
12. PILES TO BE WRAPPED FROM THE MUD(SILT)LINE TO 2.0'ABOVE THE MEAN HIGH WATER LINE(MHWL).WITH PRIME HIGH
DENSITY POLYETHYLENE 30 MILS Ofi.034"TH�CK DOUBIE STRIN6ERSMIN.
13._ALL WOOD PLANKING WHICH IS TO BE.OVER AN-AREA OF SEAGRASS, IF PRESENT,SHALL BE NO MORE THAN 8"WIDE AND - a�oyeRi,,aP
HAVE A MINIMUM SPACING OF NO LESS THAN 1/2"APART AFTER SHRINKAGE.
14. PILINGS TO BE INSTALLED IN AREAS CONTAINING SEAGRASS, IF PRESENT,TO BE INSTALLED BY JETTING WITH A 3"PUMP INTERMEDIATE SIRINGER
MIN.2'OVERLAP
REDUCED TO A 1-4'(JET PIPE), AUGERING AND DRIVING. SHOULD ANY ACCUMULATION OF SEDIMENT OCCUR AT THE BASE OF
THE PILING, IT IS TO BE REMOVED FROM THE GRASS AREA. I� iz�nnnx.o.c.
10'NOMINAL SPACING O.C.
Thu,25 Apr 2013-11:43am F:IPROJECTS\Biackwood 801 Bay Esplanade(544-12)\CAD1801 BAY ESPLANADE 01082013.dwg SHEET t�.
FLORID/���RTfF'J��►TE OF
A� 64 WOODSTM CONSU�22NG g01 BAY ESPLANADE
,�� •'`.E �•�• � �' DUNEDIN FL 34698
� '� \ Ns��� ��I� PH. (727� 786-5747
' . � �-� ys�ea '::'��co F,� `�Z>> >es-�4�9 PROPOSED DOCK
, ` _. ._--'O °� REVt�EQ�
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SCAtE:IVONE - - PRIVATE RESIDENTIAL SINGLE-FAMILY /appiication#
(OFFICIAL USE ONLY) �
�
t NOTE:IF COMPOSITE DECKING IS USED.
O.C.STRINGER SPACING TO BE VIA
MANUFACTURES SPECIFICATIONS,NOT TO EITHER 5/4"X6"SAWN (WHERE APPLICABLE)
EXCEED 24"O.C. BRAZILIAN HARDWOOD,2"X 6"PT, OR ST NCHIONS PLACED 5.0'O.C.
COMPOSITE DECKING
2"X 10"INTERMEDIATE
STRINGER iVIAX.2.0'
O.C.CCA OR ACQ.60 RET.
2"X 6"RAIL CAP 4"X 4"HANDRAIL
STANCHIONS
PLACED 5.0'O.C.
2"X 6"RAILS
EQUALLY
SPACED o
0 0
42„ ALL BOLTING TO BE 5/8"S/S ; o � o
i o ; � o DOUBLE STRINGER 2"X 10"
� 22 DEG MIN #2 S4S CCA OR ACQ.60 RET.
MIPHMUM P�LE BEtJT BRAGfPlG: � 45 DEG AANC
s
' �' I
ALL PILE BENTS TO BE o ; �� o i
CROSS BRACED WITH 2"X 10"#2 S4S CCA
o RAILING TO BE FAS7ENED TO 2"X 10"#2 S4S CCA Z.5 RET. 2.5 RET.Oi�1f fACN SIDE
o STRINGERS W/SHORT BOLT, ONE SIDE ONLY 2"X 10"#2 S4S
AND FASTENED TO PILE UWTH
CCA 2.5 RET. ALL PILE GAPS&CROSS
j ° LONGER BOLT WHENAVAILABLE BRACING& Bf2ACING TO BE D011BLE
- - . BOLTED AS SPECIFIED
--- _- -- _,_o _ _ _ - -- _. . . - -— - -- - - - _ _ - _ _ BLOCKING - _
i
NOTE:
ALL INTERMEDIATE STRINGERS TO BE
LAP JOINTED AT BENTS 2.0'MIN.
HANDRAIL DETAIL MAIN DOCK& WALKOUT MIN 10°TIP PILING 2.5 C.C.A.RET.
SET BUTT DOWN,MIN 8.0'PENETRATION.
(147A LF TOTAL)- _
Thu,25 Apr 2013-11�4�arp�iy�R� JECTS\Blackwood 801 Bay Esplanade(544-12)\CAD\801 BAY ESPLANADE 01082013:dwg
SHEET �j
F�o � 1 F,OF WOODS CONSULTING
� %��' 6 �� 801 BAY ESPLANADE
1714 COUNTY ROAD 1, SURE 22
�� • L♦ DUNEDIN FL 34698
�(0 '���T►� PH. (7275 786-5747
� � 1S • � FAX (727) 786-7479
� : * �l$ �= PROPOSED DOCK
' REVf SED:
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(OFFICIAL USE ONLY)
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