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FLD2006-09051
i~ FLD2006-09051 405 ISLAND WAY IS PLANNER OF RECORD: WW ATLAS # 267B ZONING: IEOD LAND USE: RH RECEIVED: 09/22/2006 INCOMPLETE: COMPLETE: MAPS PHOTOS: STAFF REPORT: DRC: CDB: N CLW CoverSheet ~+-uthorization For Disburse~nt Date:10/6/2006 Time:1:44 PM Vendor/Payee name: Waterline Construction 2nd line vendor/payee name: 4408 Grad Avenue N Remit to: Street / PO Box Tampa, FL 33614 Remit to: City, State, Zip Code Purchase orders are required for payments in excess of $2,500. Purchase Orders are required if prior year payments or expected payments have or will exceed $2,500. P.O. NUMBER (if required) RELEASE RECEIPT Provide a description or reason for this expense: Application for Flexible Development FLD2006-09051 is being refunded due to the dock being under 500 square feet. If you are charging more than one account please provide additional description for each account: CHARGE TO ACCOUNT # AMOUNT TO CHARGE 1 FLD2006-09051 010-341262 1,205.00 2 0.00 3 0.00 4 0.00 5 0.00 6 0.00 7 0.00 $ 0.00 9 0.00 10 0.00 11 0.00 12 0.00 13 0.00 14 0.00 15 0.00 16 0.00 Grand Total 1,205.00 ~. Full Signature ~ f person authorized to sign Purchase Order Receiver Copy: Print Name and Title of person signing ~ c~~.` O p h V .. e,U . ~. . Print this form and attach the original document(s) that validate the amo nt you are requesting payment or. Attach any copies that must be sent with the check. Improperly completed forms will delay check request. Please explain below if you are requesting the Finance Department not to mail check to the vendor. Created by W.M. Tedder Keyed City Clerk Document # 9821-0002 BlankrefundsExample S~t~` ~ 10/6/2006 '~l'' '~ Receipt #: 1200600000000009677 1:18:49PM ~~ O ~'~~,~,~~~`~ Date: 09/22/2006 Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLD2006-09051 04 Flexible Commercial 010-341262 1,205.00 ~, Line Item Total: $1,205.00 Payments: Method Payer Initials Check No Confirm No How Received Amount - '~1 Check WATERLINE CONSTR ~ R_D 3529 In Person 1,205.00 Payment Total: $1,205.00 r- THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. cReceipt.rp[ Page 1 of 1 s~1" ,~~;. ~r ~ Flexible Commercial 09/22!2006 Total PAYMENT HISTORY: FLD2006-09051 405 ISLAND WAY Assessed Amount Check Receipt Amount Paid Number Number $1205.00 3529 1200600000000009677 $1205.00 $1,205.00 $1,205.00 $1,205.00 Balance Due 0.00 $0.00 CasePaymentHistory.rpt o~~_~ ~~,C earwater ~ ~ ~__~ U Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone : 727 -5 62-4567 Fax: 727-562-4865 ~! SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ~ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled, and folded into sets ~ SUBMIT APPLICATION FEE $ 1,205 ~` NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION (Revised 03/28/2006) PLEASE TYPE OR PRINT A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section APPLICANT NAME: Mark Newkirk MAILING ADDRESS: 2901 Busch Blvd., Suite 701, Tampa, FL 33618 PHONE NUMBER: 813-936-2221 CELL NUMBER: g13-936-2228 PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: ~i MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: ineering, Inc. FAX NUMBER: 813-290-8891 E- MAI L ADDRESS: B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4202.A) PROJECT NAME: STREET ADDRESS PARCEL NUMBER(S): PARCEL SIZE (acres): ' LEGAL DESCRIPTION: Island Way Dock Installation Project 405 Island Way, Clearwater, FL 33767 08/29/ 15/43326/000/0150 0.68 acres CASE #: ~% LO ~iV O ~, '" ~ ~ c~ RECEIVED BY (staff initials): DATE RECEIVED: RECEIVE® ~~P 2 2 2006 PIANNING DEPARiMENg ~~~ ~~~ PROJECT VALUATION: $ 49,760 PARCEL SIZE (square feet): 28,621 sq. ft. Please see Attachment A -Boundary Survey, for PROPOSED USE(S): The proposed project consists of the removal of 576 sq. ft. of wooden deck, and the installation of one (1) boardwalk, five (5) catwalks, three (3) wetslips, six (6) dryslips, and six (6) mooring pilings. DESCRIPTION OF REQUEST: Total area over water is 0.103 acres. Please see Attachment B -Site Plans, Pages 1-10, for proposed Specifically identify the request str (include number of units or square footage of nonresidential use and all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) Approval of dock location and design. ~ Mark Newkirk, Owner -Island Way Condominiums LLC Janice Sands Ash, President -Ash E 4902 Eisenhower Blvd., Suite 380, Ta 813-290-8899 Page 1 of 7 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO X (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4202.A.5) 181 SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) Please see Attachment C for Warranty Deed. D. ]~ 1. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) Please see Attachment D for responses to Clearwater Dock Standards 3-601(C)(3)(a-h). Provide complete responses to the six (ii) GENERAL APPLICABILITY CRITERIA- Explain how each criteria is achieved, in detail: The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The proposed dock structures will replace existing structures. The entire shoreline of Clearwater Harbor in the vicinity of the property is seawalled and densely populated with docks. For these reasons, the proposed structure will not introduce any anomalous characteristics to adjacent areas.. For additional comparison of structures in the vicinity of 2. the proposed project, please see Attachment D, Section 3-601(C)(3)(a)(ii). The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. Proposed structures will not extend beyond adjacent ripariah rights lines. Furthermore, the proposed structures will meet Clearwater Dock Standard 3-601(C)(3)(h)(i) regarding setbacks and as an amenity to the planned upland condominiums will only serve to increase property values. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The proposed docks are replacing existing structures and will not affect the health or safety of persons in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. The proposed dock structures will extend waterward of the seawall no greater than 14% of the adjacent waterway width. A shortened slip configuration was designed to minimize the length of the docks. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. There are many multi-family residential properties in the vicinity of the proposed dock location. As mentioned in Response 1, because there are numerous existing docks in the vicinity of the proposed structure, the community character will not be adversely affected as a result of the construction of the proposed structure. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The proposed dock will be associated with upland private condominiums and will not introduce activity that is incongruent with private residential living. Existing structures will be replaced with new, more aesthetically pleasing structures. For the reasons provided in numbers 1-6, adverse effects resulting from the proposed dock will be minimal. ~••^ v i.V ~~4 ~ ~ ~oOU Page 2 of 7 Clilr Ql~ ~~._~ WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) ^ Provide complete responses to the applicable flexibility criteria for the specific Use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary) -Explain how each criteria is achieved, in detail: N/A E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4202.A.21) Please see Attachment E for Stormwater Narrative ~ A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stornwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. ~ If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. ^ At a minimum, the STORMWATER PLAN shall include the following; ^ Existing topography extending 50 feet beyond all property lines; ^ Proposed grading including finished floor elevations of all structures; ^ All adjacent streets and municipal storm systems; ^ Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ^ A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. ^ Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ^ Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ^ COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ^ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4202.A) Please see Attachment A for ~ SIGNED AND SEALED SURVEY (including legal description of property) -One original and 14 copies; Boundary Survey ^ TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) -please design around the existing trees; ^ TREE INVENTORY; prepared liy a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees;. ~! LOCATION MAP OF THE PROPERTY; Please see Attachment F for Location Maps ^ PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; ^ GRADING PLAN, as applicable; ^ PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ^ COPY OF RECORDED PLAT, as applicable; ~~~~'~ /~® Page 3 of 7 S~ ~ ~ ~"1Jf fq~ ~'.~ (~YtaF .Ce_r7~> G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4202.A) ~ SITE PLAN with the following information (not to exceed 24" x 36"): Please see Attachment B for Dock Site Plans Index sheet referencing individual sheets included in package; Please see Attachment G for Upland Site Plan _ North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; All dimensions; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including _ description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; _ Location of all street rights-of+~vay within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas _ and water lines; _ All parking spaces, driveways, loading areas and vehicular use areas;. Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening {per Section 3-201(D)(i) and Index #701}; Location of all landscape material; Location of all onsite and offsite stormwater management facilities; Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. SITE DATA TABLE for existing, required, and proposed development, in written/tabularform: _ Land area in square feet and acres; _ Number of EXISTING dwelling units; _ Number of PROPOSED dwelling units; _ Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the _ number of required spaces; Total paved area, including all paved parking spaces & driveways, _ expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility _ easement; Building and structure heights; _ Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. REDUCED COLOR SITE PLAN to scale (8 Y: X 11); EXISTING REQUIRED PROPOSED FOR DEV ELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; _ All open space areas; Location.of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); _ Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; R~~ENED Page 4 of 7 PIANTVjA1Cs p&/Ui7p~fEW- CITY QF t~ H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 41102.A) N/A ^ LANDSCAPE PLAN with the following information (not to exceed 24" x 36"): All existing and proposed structures; _ Names of abutting streets; _ Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; _ Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required _ tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant _ schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all _ existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. ^ REDUCED COLOR LANDSCAPE PLAN to scale (8'/~ X 11); ^ COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) N/A ^ BUILDING ELEVATION DRAWINGS -with the following information; All sides of all buildings;. Dimensioned; Colors (provide one full sized set of colored elevations); Materials; ^ REDUCED BUILDING ELEVATIONS -same as above to scale on 8'/z X 11. J. SIGNAGE: (Division 19. SIGNS /Section 3-1806) N/A ^ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ^ All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ^ Comprehensive Sign Program application, as applicable (separate application and fee required). ^ Reduced signage proposal (8'/2 X 11) (color), if submitting Comprehensive Sign Program application. SEP 2 2 .1006 P-aWNING DEPARTMEPfP CITY Of CLEARUVATER Page 5 of 7 K. TRAFFIC IMPACT STUDY: (Section 4202.A.13 and 4801.C) ~ Include if required by the Traffic Operations Manager or hislher designee or if the proposed development: Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. ~ Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and pos4development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. ___ / Traffic Impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required: ~ Acknowledgement offire flow calculations/water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. Fire Flow Calculations/VVater Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562-4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. Y Signature of pr erty owner or representative SEP 2 2.2006 ~~ t,5r3o~uuG. µ STATE OF FLORIDA, COUNTY OF. ',/ ,S/ S to and subscribed before me this ~ day of ~~7~.d1.~ pit`. /~ , A.D. 20 O l;,g_ to me and/or by who is personally known has ...,..a, ,,,.ca My commission expires: Page 6 of 7 MY COMMISSION # DD 532707 EXPIRES: July 24, 2010 Bonded Thru Nolary Publ~ Undenni~s PLANNING DEPARTMENT CITY OF CLEARWATER N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed -PRINT full names: Mark Newkirk, Owner -Island Way Condominiums, LLC 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 405 Island Way, Clearwater, FL 33767 3. That this property constitutes the property for which a request fora: (describe request) Dock Permit 4. That the undersigned (has/have) appointed and (does/do) appoint: Janice Sands Ash President -Ash Engineering Inc. 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 of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit ahd photograph the property described in this application; 7. That (I/we), the uncJ.grsign a or ereby certify that the foregoing is true and correct. ~~ ( G ~ ( ' Property Owner Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS / ~/7`J day of , on this r ida the State o lo the la ws of by B re m the undersigned, an officerduly commissioned ( ~ / ~ ~ y v r ~~~~ (_~ personally appeared 1 o 11'~~ f~ ~ l w/~ ~~, l'~ Who having been first duly sworn ---_+_~ Deposes and says that he/she fully understands the contents of the affidavit th a she signed. ~~. Notary Pub' Signature Notary Seal/Stamp My Commission Expires: RECEIVE SEP 2 2 2006 r,,,, ~ LAURA ENGEUiARDT r~1+~"', ~~ • ~','-; MY COMMISSION # DD 532707 i ~ EXPIRES. July 24, 2010 • . Bonded thru Notary pubfb Undanvrfters '~ A,f~ PLANNING DEPARTMENT Page 7 of 7 CITY OF CLEARWATER ATTACHMENT A s -~' ._ ~__. ., ATTACHMENT B RECEIVED SEP 2 2 1006 PLANINING DEPARiIyIENT CIiY OF CLEgRyyAhR ~, 1 a ~~ I a I - I I 2 ~ ~ 1 7'----1-~- ~IO 1 I~ C ~~ ~ I1 PILING a aka 4 0, ~ I a + I l SLIP #1 ~ w z z 1 EXISTING Q 1 SEAWALL ~ 0 1' 4' APPROXIMATELY- Q 88' TO CONCRETE ~ I SIDEWALK p o' a a m a FIRE EXTINGUISHER -' FIRE EXTINGUISHER J FIRE EXTINGUISHER. UPLAND CONDOMINIUM DEVELOPMENT NOT INCLUDED IN THIS PERMIT 50' -6" -r-~-613'-6„ --1 3' - 6' a a 1 1 '--~ a I ~ I~ w ~ z J ~ 27 I a a as SLIP #8 v SLIP #9 ~ I ~ 101,000 101,000# 1 -POOL 4' HIGH PVC FENCE a a ~ l ~j ~t~~ REUBEN CLAR~i, P.E. FL. P.E. No.~6313 ~~ WATERLINE CONSTRUCTION /s/and Way Condominiums Ash Engineering, Inc. w~: ~-o,-oe ~~~E: wp~~KU~ 4907EISenliowerBlvtl.,3LRe330 /~Li4/V ~IE{!Y PROJECT NUMBER 4408 Grady Ave. N . Tempe, FL 33834&173 405 /s/on d Way uoeoseaEE88a3 SCALE !°°=!6~ 051011 1~1 .~VIEL~L.9~~ Tampa FL 33814 ,'. (813)79439 co-~sr[tuc'r[ort, [NC. 813-808-1977 C/eai-water, FL 33767 ,y.,,., Web se[e3)vm9w e~ehend~~~9<an S 6! T 29, R >5 P,wE , ov ,o 61 PROPOSED NEW SLIPS: Z WET SLIPS FOR BOATS LESS THAN 40' 5 SLIPS FOR BOATS LESS THAN 30' 2 SLIPS FOR BOATS LESS THAN 27' NOTE: ALL BOATS ARE PRIVATELY OWNED RECREATIONAL VESSELS. ALL BOATS TO BE PERMANENTLY MOORED. MAX. BOAT LENGTH IS 40' WITH A DRAFT OF 3.5'. MOORING TO BE BOW-IN ONLY. MANATEE AWARNESS SIGN MANATEE EDUCATIONAL SIGN TURBIDITY CURTAIN TO BE INSTALLED AROUND AREA -~~ DURING CONSTRUCTION 1 38' -6' 15'--~ ------- --------- O O -----1 4' - 6" r ~-r 1 3'---T---13'--~-1 3'---'r'--13'- FIRE EXTINGUISHER 0 IP ~2 SLIP #3 ~ SLIP #4 SLIP #5 ~ SLIP #6 SLIP #7 10,000# 10,000# 10,000# l 10,000 LIFT LIFT LIFT T LIFT O ~ T w I FLOATING TURBIDITY BARRIERS ,,s,, a 4o LEGEND \~~Q~~~ I ~ o Pile Locations \ ® Dredge Or F111 Are° Shore Line ~onst. ~ I o o i o o -w Mooring Buoy w/Anchor a I Cu^ rcent Limits Of Cons -~ Anchor a ~ Structure Alignment O B°rrler Movement Due I To Curcent Action Turbidity I..~ 0 0 (O o NOTES: Barriers a I t. Turbidity barriers are to be placed °s indicated on plan view regardless of water depth. 2. MooMng buoy w/ anchor should be spaced every 40 feet or less. I PROPOSED NEW SLIPS: THE OWNER /AGENT IS AWARE OF AND MUST ASSURE 2 WET SUPS FOR BOATS LESS THAN 40' MAINTENANCE OF THE EROSION PROTECTION THAT IS B 6 5 SLIPS FOR BOATS LESS THAN 3D' ASSOCIATED WITH THE PROJECT DURING CONSTRUCTION. a 2 SLIPS FOR BOATS LESS THAN 27' p,,l NOTE: Mork Newkirk I ALL BOATS ARE PRIVATELY OWNED RECREATIONAL OWNER /AGENT PRINTED NAME ~ ~ a VESSELS. ALL BOATS TO BE PERMANENTLY MOORED. MAX. BOAT LENGTH IS 40' WITH A GRAFT OF 3.5'. r~ MOORING TO BE BOW-IN ONLY. I TURBIDITY CU AIN TO BE INSTALLED AR UND AREA + MANATEE AWARNESS SIGN OWNER /AGENT SIGNATURE DURING CONS UCTION ~ MANATEE EDUCATIONAL SIGN 2'-6' 2' 17' 15 -~ a° ° 2'-6" 2'-6" 2'-6" 2'-6° I ~--14'-6" 13' 13' 13' 13' 13'=6" 13'-6" 11' c a 7 PILING a + w ~ ~\ ra 40, ~ p N '~ v `~ I _z \~ d J Y Y Y J + ~ SLIP #1 ~ LIP #2 30' ~ ~ ~ ~ 27 ''~~ ~ ~ ~ ~ SLIP #7 ~ SLIP #8 ~ SLIP #9 I ~ z I SLIP #3 SLIP #4 SLIP #5 SLIP #6 10,000# 10,000# 10,000 g EXISTING j LIFT LIFT LIFT Q SEAWALL 10,000# 10,000# 10,000# T d 0 LIFT LIFT LIFT BOARDWALK 3' 1' 4' APPROXIMATELY 88' '~' /~ of BOARDWALK To UPLAND CONDOMINIUM DEVELOPMENT ~ ~,,.1~7 ~v (CONCRETE SIDEWALK NOT INCLUDED IN THIS PERMIT RE HEN CLARS N, P.E. L. P.E. No. 6313 150' WATERLINE CONSTRUCTION /s/and lay Condominiums Ash Engineering, Inc. DATE: 7-o7-os FlLE: WATERLINE CONSTRUCT1oN, INC. 4408 Grad Ave. N ~ 4902 Eisenhower ave., Sorts 380 ~/QB~i ~ PROJECT NUMBER CARD FILE Tempe, FL 33830.6373 Tam a FL 33814 405 /s/and Way LioensekEa3873 SCALE 1'=!6' 051011 ~~~~~~~~ Fmr. (813) 7968891 coNSrRUCnoN,Trec. 813 808-1977 C/eo~wote~, FL .3.3767 .r.,~..~,,.,, Wb5~,„~,,BhBe~,~1eQC~, S$ T29, R 15 PAGE p of ~o Pa9.,9 i a a I I EXISTING DOCK aa, a a 7.7 7.7~ 8.4 8.0 ff 7.7 8.2 7.5 7.5 7.~ , 7.5 a a 7.4 0 7.8 7.1 7.1 6.~ 7.1 7.3 6.7 6.4 6.9 (-1~ 6.3 I 6. 6.2 6 1 ~ 5 _-6' Q-L.._~ I O 5.7 O 5. ~ ..~_ •O _ z .2 a ~, .0+ 5. 4.6 _~ 4_4 4.6 I a 3.1 --`_ n ~_- w _ Z I 3.' I n- J ' ~ Z Q Q °- O O I , / / +4.06' +3.92' +3.98' +4.08' +4.06' '~ -2.13' -3.47' -2,45' -2.40' 576 SF EXISTING -2 06' a I WOOD DOCK TO BE REMOVED ~18'- 1 0 7' 2 5' T 150' a NOTE: j ~~~ ~~~ ~" ELEVATIONS REFER TO NGVD. l• ~j' a I SURVEY PROVIDED BY FORESIGHT SURVEYORS, INC. ~ REUBEN CLARSC}N, P.E. FL. P.E. No.l 313 WATERLINE CONSTRUCTION /s/ond Woy Condominiums ~~ Ash Engineering, Inc. opT~: ~-o~-oe FlLE: WATERIJNE CONSTRUCTION, INC. 4408 Gradp Ave. N 49o2 Eisennower ena., 5vpe 3B3 EX/S7/NG CDND/IIGWS pRQIECT NUMBER CpO~ FILE 40.5 /s/and r;/1~G7')/ Tempe, FL 33630.6323 ~1"~RLHi~iE TamTa FL 33814 --- L.=aneeae~oa+ SCALE >''=/6' 051011 ! (813) 296EW9 CONSTRUC17old, INC. 813-808-1977 C/eo/wOfer. FL ,3.3767 ..,,, Waps8a3)~~nBe9e~i1e9=a„ S 6j T 29, R 15 ppCE .~ of m pages EXISTING SEAWALL '~=° ~~> 2 i NAVIGATIONAL CHANNEL 82'-6" 276'-6° 50' io EXISTING SEAWALL (~ C yi. IS ~ G Lot 16 o a~ Lot 16 ~ ~ Lot 1 w 5 ~ W ~', CPB 45, PG 72 Island Way ~ o o ~ .o ° Condo miniums m ~ ~ o Island Estates Unit 2 ~ /~ ] v .` a PB 47 PG 19A N ~ l ~, a Pinellas County, Florida N ~~, REUBEN CLARSON, P.E. ~ ~ o m FL. P.E. No.16313 I WATERLINE CONSTRUCTION /S/and Way Condominiums ~` Ash Engineering InC. GATE: 7-07-06 FILE: WATERLINE CONSTRUCTION, INC. ~h 4408 Grad Ave. N ~ ~ 4807 Elaenhoner E3Nd., 9tl[e 380 T li.41E/P{YAY ~~ PROJECT NUMBER CAOD FlLE !~1 ~aVfE11~4 9~~-~ Tampa FL 33814 4 O.5 /s/ crn d Wa y empa, FL 3383n-637! L813ia~ ~ SCALE 1°=5p' 051011 .. coNS712uCTloN, ~~C. 813-808-1977 C/earwater, FL 33767 .,~,~,a.,,,o,~. ~ eD sete3lwew~ e~shentlneenn9<an S Q T 29, R >5 P,ecE ~ of !p Pogee a a EXISTING a AREA OF DOCKS: 576 SF I AREA TO BE REMOVED: -576 SF ~ TOTAL: 0 a PROPOSED I AREA OF DOCK: 487 SF AREA OF SLIPS: 4.003 SF I TOTAL PREEMPTED AREA: 4.490 SF a a WATERFRONT WIDTH 150 LF WATERWAY WIDTH 277 LF a a I ~ PROPOSED PREE MPTED AREA I 3 5 ' ' ' a ~ ~ I I I 103' ,~ ~ ~ d , ~~ ~ 1 ,~ ~ ~~ z w~ ~ i ~ i ~ h ~ 30' a¢ ~ ~ ~ ~ P aQ Z ~ ~ ~ 4 / ~J ~ I t ~ i i ~~ Q' ~~ z I ~ ~ ~i ~~ ,~ I i J ~ ~/ r V Yf' ~--~ 0 ~ REUHE N CLARSON, .E. FL. ~ P.E. No.1631 WATERLWE CONSTRUCTION /s/and Way Condominiums ~~ Ash Engineering, Inc. ~ DATE: ~-o~-as FlLE: WATERLINE CONSTRUCTION, iNC. 4408 Grad Ave. N 4902 Eisenflower Blvd., 9me3B0 PiYEEQ/PltD A/SL A PROJECT NUMBER Gm0 FlLE ~j~]f p p~7~ ~~ Tampa FL 33814 40.5 /s/on d Woy Tempe, FL 33830.6371 Lkens6IXEE6803 SCALE > _ /6' 051011 \(1( py ~lt t7 yr~ (813) 290. B70A coresrRUC~now,t~vc. 813-808-1977 C/eonwater, FL 3.37E7 W~581B3)~~~a„¢„~~m, S q T29, R !S P,ncE a of !p Poges II r ~ ~ . ~. ~. n r k .. 7 • ' ~~ i 11 L ~ yy~~ - .. l~ o ~ :~ ~ . .. ' i ~ . PROEI~E A A - ALL JOISTS WILL BE ~ 2"X10" SPACED 16" ON ~ CENTER. JOIST WILL BE ALL FRAMING MATERIAL DOUBLED ON THE OUTSIDE WILL BE .a0 CCA TREATED. o 3 27 BOARDWALK CATWALK Z w ELEV. +12.89' DECKING WILL BE 2"X6" I I ~1 PINE EE AND WILL BE I I FASTENED WITH STAINLESS ELEV. +9 .89' I i STEEL SCREWS. I I I I EXISTING SEAWALL ~ I I ELEV. +a.69' ALL PILINGS TO BE ENCASED IN VC WRAP 70 t' ABOVE MHWH HAVE A MIN. OF HAVE A MIN. 8' PENETRAI PROFILE B-B ALL FRAMI NG MATERIAL WILL BE . 40 CCA TREATED. 40~ ALL JOISTS WILL BE 2"X10" CATWALK DECKING WILL BE 2"X6" SPACED 18" ON CENTER. //1 PINE EE AND WILL BE JOIST WILL BE DOUBLED SCREWED WITH STAINLESS ON THE OUTSIDE STEEL SCREWS. BOARDWALK ~ EXISTING SEAWALL ALL PILINGS TO BE ENCASED IN PVC WRAP TO 1' ABOVE MHWH HAVE A MIN. OF ELEV. +9.59' ELEV. +a.89' v~ ~~ ~l REUBEN CLARSON, P.E. FL. P.E. No.18313 IIA1~Eil'~L11VPi (:U1VA"1'KU(;'1'lU1V /s/and Woy Condominiums Ash Engineering, ~nC. DATE: 7-07-08 FlLE: WATERLINE CONSTRUCTION, INC. 4408 Grad Ave. N ~. 4902 Eisenhoner BNtl., 9Ude 389 ~~~ ~~' PROJECT NUMBER CADD FlLE Tempe, FL 33830.6323 p ~g+~+p~® g~~ J Tam a FL 33814 405 /s/and Way Lae:e aEee~3 .S'C.4LE f a>p' 051011 C4& GRL.I~VG ~ p (813)2968889 con~srszucnow,~NC. 813-808-1977 C/eanwoter, FL 33767 yye0sete3)2m~r~tienpneav,pcan S ~ T29, ~P >5 P,xE B aF >o P,9„ r. , , ___ ...:. ~ _ ~. _ _ ... __.._. __._.~... ,. ~ . • ,. .F 1~~~. 1 ALL FRAMING MATERIAL WILL BE .40 CCA TREATED. ~~ 2'-6" 2'-6" - 2'-6" 2'-6" 2' ~---13' - 6 "--~---13' - 6 "--j-~13'-J---13'-~--13'---i-13'----~-~---14' - 6 °--1-15' -6" 17'-~ ' ~ BOARDWALK CONTINUES UPLAND ALL JOISTS WILL BE 2"X10" SPACED DECKING WILL BE 2"X6" ~f 1 PINE 18" ON CENTER. JOIST WILL BE DOUBLED ON THE OUTSIDE. EE AND WILL BE SCREWED WITH STAINLESS STEEL SCREWS. ' ALL PILINGS TO BE ENCASED IN ELEV. +9.89 PVC WRAP TO 1' ABOVE MHWH ELEV. +4.89' 7 _ _ 2"X10" SILLS _ _ _ WILL BE BOLTED WITH _ _ - 3'g" GALVANIZED T BOL S. 7-IT 7'77 T~i 7~~~ Iii =11~=~ - ~-,u1=ll!=ll1- I ~=JJ1 -1~ =1~=1 I =ll=1 -ffj- ffj ~JL~ll=1j=~ 'LIFT PILINGS TO L=~ ~lll=~-lll=~ - ~=1=1jj=jL- HAVE A MIN. OF 1 1 ~T ~ I ~t m 77i~ m m~ r 7~~ lll=r~~=1L=W lll - ~=ll1- I=J1=Sll-~ - LLI=1L- - -ll] _ _ W=II -ll-jl.j- - 1L=ll=ll1=1ll= lll=jlj= I - I jfj -II1=1I~-~-~j- I 1-)II-~-jLl-jll- ~II ~=ll.~~=~_~ ~ I= -J.jj-1jj=1L =1L=jJ1=I -I - jI.I= =ll=~=~ =~-1-~=~-~ = ~ ~ ~ - DOCK PIL NGS TO I -II -11=I,IuII~=~=lll=lll= ~=lll J~-HAVE A MIN. OF l=J~L~ll1=~=j~j-lll- =jj.(= ' ~ =,1j~jjf=jjj= -jLl=1j=ljj=ljj 8' PENETRATION =jL= 111=L1 1 I - 11=11i I ~I 1= lll=1l~ ~ u=~= I 1=LI= LIl I-1L1= ~=L 11 1111~1Lf=lll=lll i ' ~~ - ~ PENETRATION -III=111=1LL=ll1=1L l J1 -ll 1ll=L=LI= I ~=ll1=Jj-llj=1jj- ffj I- 6 Lll-11 =ll= -~- - =1-~1=ll1= ll1=ll!=ll ll1=ll~111=1f1=111 I -1LI=111=ll1= 1=Ill=llf=Ll= I I 111=Lf=L~ll~ 1=1L=ll1=111=jll~L I I- I I -J I ~I I I- = = 1~1'~I ~=11j=1=ll1-I -11j- ~ ~ = ~_~ I I ' ~ .. ~ _11 ll I_I I 1= ll.l--I I I jj1= - j1=~ j-1I i ~ l i I ~ ~ ~ = lll=jjj-lll- I I 111 1J1 j 1 I I-~ I I =111 jjj ~ W~ ~ ~ 1~~ ~ ~~ 1 - I , I , I ~ ~ lll i ~ , ~ I- 1 _111= - -JIj=11 I- " ' - -I I f=ll1=1ll=111=L11- -111-11~ -1ll=111= -lll-' _ -11j=111- ~_ , ~ ,ll l _I 1j=111~111 , ~ ~ I I-III-III- 1-1 I j-1~ I I-1 ' I Ili ~ Ijjj-1 I I- ~-i 11-1I II I j I 1-~ , _I I i i I_~ I i' -I I L~ 4ll~"' -I Il, ~ Illf--' -I 1 I' I~_ I ~ ~ I =~ 1 i I , ~ I - ~ - ~111 111~1L~1 I ~I'' 1 I~ ,~-1I 1-' , -~ ~ 1-11j ( CROSS-SECTION C-C y~1~ a ~~ REUHEN CLARSON, P.E. FL. P.E. No.16313 WATERLINE CONSTRUCTION /s/and Way Condominiums /'"~ Ash Engineering, Inc. = onT~: ~-o~-oe FlLE: WATERLJNE CONSTRUC110N, Ir,c. 4408 Grad Ave• N 4902 Eisenhwrar BNO.,9me 380 .~Cnr~ r~Y ~$ PROJECT NUNBER CADD FlLE ~J~~p~I+ p ~p \[1/~qp ~l~{y~Qpq~ Tam a FL 33614 P 405 /s/ond Way Tempo, FL 336348371 Lke~sepE~BQi (813)29683 SCALE>°°=!6' 051011 cows7RUCnoN, [cvc. 813-806-1977 C/ea~wate~ FL 33767 _ yyeb sRte3'mrw~ e~shenpneamgcan S ~ T 29, R JS P„~E ~ of ,o Poq.e t X . t .. J f + ~ { t ~.y 1 .. .. i __~ A _ .. I i e ' i i. 1 i Manatee Awareness Sign a r--~ a ~"~. -'~ . ...- - _ _._~~ rt~~ '~ --,4. I~ ~ -~ ~. ~ Manatee Educational Sign 11~a~,ate~ ~~s~~~_ for ~o~ter~ ,~ ~ ~~ ~•'' k'•'• '4-- _ ~ ,, h ~'ti~ ~~ ~. L ~~ ~~ Mytl ~~~~- - ~~ -^ ~I ~,~ ° ~9-. doo .,~ i o i ~ ~ °a°°~ i'~ 3`W PROPOSED NEW SLIPS: 2 WET SLIPS FOR BOATS LESS THAN 40' 5 SLIPS FOR BOATS LESS THAN 30' 2 SLIPS FOR BOATS LESS THAN 27' NOTE: ALL BOATS ARE PRIVATELY OWNED RECREATIONAL VESSELS. ALL BOATS TO BE PERMANENTLY MOORED. MAX. BOAT LENGTH IS 40' WITH A DRAFT OF 3.5~. MOORING TO BE BOW-IN ONLY. MANATEE AWARNESS SIGN MANATEE EDUCATIONAL SIGN a - ~:~ ~s 1 ~~ m 2' 2' -6" 17' I- 15'-~ a a ~ oo~ o ' " ' " ' " ~1 4' - 2 -6 6 "~f ~1 3'~1 3 2 -6 ' r ~ ~ 13 2 -6 2'-6" '1 3' ~y~1 3' - 6 "~1 3' - 6 "~1 1 ' a - c ooh ~ °Q o° o~ °° PILING ~ I ~ I I I ~ r-~ O 40' J ~ ~ C o°' ' I o°il I o° od W ~ ~ I Q-+ + I SLIP #1 Q v SLIP #2 30' N ~ , ~ in Y ,~ Q aQ W J ~ ~~~ SLIP Q IP 3 ~ S Y Y Q Q >S ~ a Q Q ~ z EXISTING d ISEAWALL ~ ,° ~ # o0 9~p-O- . ° L #4 SLIP Q 00 . 9 p #5 SLIP v 0o q P #6 SLIP #7 SLIP J, v Y o0 #8 SLIP c~ 00 #9 BAY BALLS (16 TOTAL) 38' 50' / ~ ne•r~;xt~n~ wr~•I•xuc•nor /s/and Way Condominiums ~~~ Ash Engineering, Inc. oA,E: ~-o~-oe 4408 Gradq Ave. N 490IEi6Bnhor.Br8M0.,Si~3W QAYB.4[LS PRQIECf Nurrai 40.5 /s/on d wa Tempe, FL 3383x8313 WATERLINES-~ Tampa FL 33614 .Y ~ ~- ~813j~ ~ scacE ~°=/s~ os~o~l CONSTRUCTION, INC. 813-808-1977 C/earwater, FL 33767 W~;se„3I,„w~~~,~,,,;,o~,,,, S $ T 29, R >S PACE e ~~v ~ ~ 111~,v UBEN CLARSON, P.E. FL. P.E. No.16313 I FlLE: WATERLINE CONSTRUCTION, INC. CADO FlLE OF IO Pagp 1!~ . _. ._.._ _.._ ___ . k .. i, y I ~ ~ .. r ~ a _ t .. I, u i -_. ~ , L _. . . 4 n -- f ~;, ~ ';~- 6 fP,et .8 1 3 (Y7lrath ( m) fed 1 52 ( m) aooo-6.000 bs. (1,618- z,rn kg.> 1.3 ad' y 01.19 m3) 230 ft 21.4 ( mx) 5-40 'r ~ d~ ~_-`- "~~ - ~ "~ ~ ~ . S1.peJ' 8dl 6 feet (1.83 m) 4.5 feet (1.37 m) bs~ 8180 1.3 yade (1.19 me) 190 R' (17.6 m') ~_~ `,,-. , ~ ' ..~>~ _°,r ,,~ 5.5 fit Utra~il (1.68 m) 4.3 feet (1,31 m) 3,500-4,500 bs. (1,591-2,045 0.9 yad' C0.76m') 150 ft' (i3.9rr~) 2234 ~ ~ ~' _ , . >' ~ ~ •~ .` ~ r -+ 6 feet Re~Bal! 3.8 feet 30004200 bs. 0,75 Yard' 130 fN ~-~ ~ ~ -_`J • " ~ ~~ ~ ror' .~ (1.83 m) (1.16 m) 013641,903 (0.57 m') (12.1 m') ~ ~ ~ ~ f t 2 9 f t 1500-2200 b A 0 33 75 ft~ r '. ~ .,® . f _'~ 'F'r ~. j ~ ~ ` r ~ ee Hdlef 8dl 4 . ee s. . Yac 17-24 ~ : Y '„ ~ ~ ~- ' (1.22 m) (0.88 m) (682-1,000 (0.25 m7) p.0 m~) ty,~ ,,:i t . 3 feet Bay Ball (091 m) 2 feet (0 6Lm) 375-750 Ihs -341 0.10 Yad3 (0 08 m') 30 R2 (2 8m') Ii-16 .~~ ~ u' • { ~- ,,: S ~ y' h ' ' ,;, v '~ ~.• , } r, . kg•) . . ~ r ~ ~ '~ , R. A ~ Mrv-Bay 2.5 fit 1.75 feet 150-2001hs lei than 4 8-12 ~~ } ~ ~ ' ' ~ ~ - . Ball (0.76 m) 2 feet (0.53 m) 1.5 feet (68-91 kgJ 80-130 lbs. SO lb. bags less than 2 + r ~ < ~ t ` LoPrn (0.61 m) (0.46 m) 036-59 k9J 50 Ib. bags 6-10 ''": , ~, 1.5 fit ~~ 1 foot 30-45 lbs. less than 1 6-8 ~. (0.46 m) (0.30 m) (1420 kg.) 50 Ib. bag ALL FRAMING MATERIAL P R O F L E WILL BE .40 CCA TREATED. 3 CA WALK BOARDWALK ELEV. +12.89' I CROSS-SECTION ELEV. +9.89' I I _ I I ELEV. +9.89' SEAWALL I I I I ~ ~ ELEV. +4.89' ELEV. +4.89' BAY BALL / NGVD APPROX. MHWL ELEV. +1.31' NGVD APPROX. MHWL ELEV. +1.31' i ~ _ / NGVD APPROX. MLWL ELEV. -0.68' NGVD APPROX. MLWL ELEV. -0.68' / ~ c0 i' ELEV. -3.03' BAY BALL _ O II I I _ O ~I / ~ O r) I I III III -III-I II - III III _ - ~ ~ I f ELEV. -6.16' ~ O 4 I I=1 III=III =1 I (~ I I= III I I 1= ) I =1 ~ ~ - ~ ~ Y -7.37' , ,~ ~~ ELEV 11 II III III -III-I II - III III - III -III-I ~ I - _ II- I -I _ _ II-III- - - - I - I I ~ ~ ~ ~ ~! I (- ~ - ~ - III-III i I II I- I- III III- Iii-III I I =1 I I-IIIIII-II I-II _ _ I-III-I i l - -I II I I- I II-~ I EN CLARSON P E , . . REUB III-IIII ~ I IIIIII=III- -III-I IIIIII II- -II I I- =II III I- III 1 - III III III III- III=III I 11 II-IIIIIIIII- =III=IIIIIIII IIIIII-III-III I=III=III=III= ~ I I-I =III III 11= III-III= FL. P.E. No.18313 III-I WATERLINE CONSTRUCT ION /s/ond Condominiums lNo Inc Ash Engineering o~rE: ~-o7-os FlLE: WAIERUNE CONSTRUCTION, INC. 4408 Gr Ave ad N y ~~ , . l ~~ ~yB/~LS PRWECT NUMBER CADO FlLE q *pp~p ~~,~. ~1~~ ~ . y Tam a FL 33814 P 40.5 /s/and Way Tempe FL 33630.6373 ~~~en~e>~a66a, (813) 780.8889 SCALE !""=B' 051011 d'S1 Ltlltl~ ® coNSrRUCnora, -wc. 813-808-1977 C/ea~woter, FL 33767 ~,~. Websete ww~w~tienpnemngcan S ~ T 29, iP >5 PACE o of p Pages GENERAL DOCK NOTES• 1. ALL PILINGS TO BE SEATED WITH A FREE FALLING HAMMER IF WATER JETTING IS INSTALLATION METHOD. ALL PILES TO BE TRIMMED SAME HEIGHT. 2. PILING CENTER TO CENTER SPACING ON ALL FIXED DOCKS NOT TO EXCEED 12'. 3. DOCK FRAMING AND DECKING TO BE CONSTRUCTED USING STAINLESS STEEL SCREWS (SCREWS TO BE TYPE SPECIFIC FOR MATERIAL UTILIZED). 4. WOOD DECK BOARD SPACING AT TIME OF INSTALLATION NOT TO EXCEED Ya" TO ALLOW FOR CURING, COMPOSITE DECK SPACING NOT TO EXCEED Ya". 5. ALL DOCK FRAMING OTHER THEN DECKING TO BE MINIMUM GRADE 2 LUMBER. 6. ALL CONSTRUCTION TO MEET OR EXCEED COUNTY REQUIREMENTS LISTED IN SECTIONS 166-(332, 333, & 334) OF THE PiNELLAS COUNTY WATER AND NAVIGATION CONTROL AUTHORITY REGULATIONS MANUAL. 7. CCA WOOD N07 ACCEPTABLE FOR DECKING OR RAILING MATERIALS. WOOD TREATMENT AS FOLLOWS ARE ACCEPTABLE: ALKALINE COPPER QUATERNARY (ACO), COPPER AZOLE (CA) AND COPPER BORON AZOLE (CBA). 8. %a" GALVANIZED FASTENERS ARE NOT TO BE USED IN WOOD WITH AZOLE TREATMENTS. USE 3/a" STAINLESS STEEL FASTENERS ONLY (TYPE 304 OR 316). 9. BARGE IS 70 BE MOORED IN A PERMANENT BOAT SLIP OVERNIGHT. BARGE DRAFT IS 10". ALL JOIST WILL BE 2"X10" ALL FRAMING MATERIAL SPACED 21" ON CENTER. WILL BE .40 CCA TREATED. JOIST WILL BE DOUBLED ON THE OUTSIDE. --12 -6 f-- ELEV. +9.89 DECKING WILL BE 2"X6" ~1 PINE EE AND WILL BE PVC PILING CAP ~'3,'I~ STEELNSDCREWS, STAINLESS ELEV. +4.89' 2"X10" SILLS WILL BE BOLTED WITH ~" GALVANIZED BOLTS. ~ NGVD APPROX. MHWL ELEV +1 31' NGVD APPROX. MLWL E EV -0 68' ALL PILINGS TO BE ENCASED IN PVC WRAP ill ~ l ~ lll~ll i_ -I I I I ~~ - -1 I-I- ALL PILINGS WILL BE 2.5 CCA TREATED. PILINGS WILL BE JETTED AND HAMMERERD WITH A MIN. OF 6' PENETRATION. BOARDWALK CATWALK (TYPICAL) WATERLINE CONSTRUCTION /s/and lYay Condominiums Ash Engineering, 4408 Grady Ave. N 405 /s/ond wa ~ 4807 EisenAawer BNO., Sete 380 ~~,-p-~g~p_p~~.~- Tampa FL 33814 y r-r~- .; Tempe, FL336Y4&3]3 `~rX LlcenSegEBB003 cowbs7RUC'now,l~c. 813-808-1977 C/eanwa ter, FL 33767 `813j ~~A ~~`b~ REUHEN CLARSON, P.E. FL. P.E. No.16313 DATE: 7-07-06 FILE: WATERLINE CONSTRUCTION, INC. CU'1/S7RUCAQN L7ETA/L PRQIECT NUMBER CADD FlLE ~~ ~ ~g~ 051011 S dj T ?9, R !5 pACE ro OF JO Pogea ATTACHMENT C "Phis instru~i~cm was prepared by, and retu` 13raJley ]. Wood, Esq.. BkAULF,Y 1. WOOD, P.A. ~--- P.O. Drawer 7638`1 ~ ' r ~t , T ` ~ +'r% ~' ~ yl t ~ + ,, St. Petersburg, I~L 33734-6387 ,., 1'`;y + t fr''~ ~. PIN: 08/29/15/43326/000/0150 1`~°~° ~~7t".. 9 - s-_ -----_ WARRANTY DEED ~"'..~..... THIS INDENTURE, made this day of September, 2005, between RONALD E. KOZAN and KA1tEN L. KOZAN, husband and wife, (Grantors), whose address is 23 Camelot Drive, Oak Brook, Illinois 60523-1733, and ISLAND WAY CONDOMINRJMS, LLC, a Florida limited liability company, (Grantee), whose address is 9309 N. Florida Avenue, Suite 104, Tampa, Florida 33612. WITNESSETH: That Grantors, for and in consideration of the sum of $10.00 and other good and valuable consideration to Grantors in hand paid by Grantee, the receipt whereof is hereby acknowledged, have granted, bargained, and sold to the Grantee and Grantee's heirs and assigns forever, the following described land situated in Pinellas County, Florida: Lot 15 and the South One-half (S 1/2) of Lot 16, of Unit 2, ISLAND .ESTATES OF CLEARWATER, according to the plat thereof, as recorded in Plat Book 47, Pages 19-A and 20 of the Public Records of Pinellas County, Florida. ALSO KNOWN AS: Lot Fifteen F15) and the South Half (1/2) (measuring fifty feet (50') on the seawall and measuring forty-eight and twenty-two one hundredths feet (48.22') on Island Way) of Lot Sixteen (16), Unit two (2), ISLAND ESTATES OF _` CLEARWATER, according to map or plat thereof as recorded in Plat Book 47, Pages 19-A and 20, Public Records of Pinellas County, Florida. Subject to taxes and assessments for the year 2005 and subsequent years, not yet due and payable, and any covenants, restrictions and easements of record, and Grantors do hereby fully warrant the title to the land and will defend same against the lawful claims of all persons whomsoever. GRANTO S: ~~ ~~ _ ONALD E. KOZ ~~ N L. KOZAN The foregoing instrument was acknowledged before me by RONALD E. KOZAN and KAREN L. KOZAN, who identified this instrument as a Warranty Deed, and who signed the instrument willingly. Sworn to before me on this /~ day of September, 2005, by RONALD E. KOZAN and KAREN L. KOZAN, who are [ ,'ij personally known to me or [ ] produced as identification. {Sea~):aiM~~i%~; Bradley). Wood. No ublic, Co 's'on xpires: .: MYCOMMISSIONO DD101306 D~IRES '~'a" April B, 1001 ~: -- ~ ~" .''?»,h~'~' RONDFDDIRUTROYFAININSURgMC{p1C Printed Name of Notary Public STATE OF FLORIDA COUNTY OF PINELLAS ATTACHMENT D /: ~° Dock /Marina Standards Section 3-601.C.3.a through 3-601.C.3.h. a. Use and Compatibility. The proposed dock shall be subordinate to and contribute to the comfort, convenience or necessities of the users or the occupants of the principal use of the property. Response: The proposed dock is for the recreational use of the upland condominium residents, thus contributing to the comfort and convenience of the occupants. ii) The proposed dock shall be in harmony with the scale and character of adjacent properties and the neighborhood in general. Response: The adjacent properties and neighborhood surrounding the proposed dock consist of multi-family residential condominiums with docks of a similar nature, thus the proposed docks are in harmony with the scale and character of the vicinity. The following properties can be found within a 1500 ft. radius of the proposed project site: ddress of Docks # of Slips # of Upland Units Length of Slips Width of Slips Property Width Total Dock & Slip Width 415 Island Wa New condos and docks to be built soon. 405 Island Wa 5 9 26 27'-40' 13'-17' 150' 137' 325 Island Wa 3 6 10 38' 15' 124' 115' 311 Island Wa 4 8 8 50' 17' 148' 126' 301 Island Wa 1 5 8 30' 13' 128' 50' 201 Skiff Point 1 2 1 47' & 57' 18' 138' 48' 212 Skiff Point 1 marginal, 5 iers 9 9 38' 15' 250' 197' 211 & 221 Skiff Point 1 common, 5 iers 9 12 26' & 34' 12' & 13' 190' 138' 241 Skiff Point 3 5 4 44' 12' 109' 100' 200 Dol hin Point 1 marginal, 7 iers 13+ 12 40' 15' 271' 211' 205 Dol hin Point 1 marginal, 6 iers 9+ 8 40' 14' 143' 112' 210 Dolphin Point 2 3+ 4 52' & 57' 20' 183' 100+' 228 Dol hin Point 1 3 2 50' 16' 60' 60' 234 Dolphin Point 3 6 6 28' 10' 97' 77' iii) The proposed dock shall be compatible with dock patterns in the general vicinity. Response: There is a great variety of dock patterns in the nearby vicinity and the proposed dock does not introduce anomalous features that are in contrast to nearby structures. b. Impacts existing wafer recreation activities. The use of the proposed dock shall not adversely impact the health, safety or well being of persons currently using the adjacent waterways for recreational and/or commercial uses. L:1C)5101 WVateriine Construction, Inc;'',051011 Islan~_1 V'~fey C?~~,k ERPIi}51011 CorresF~ondence105t 01 106s~724 L toih 2 city of ^- elearwaier Re resp~,nses.dor Response: The health and safety of persons using the adjacent waterway will not be affected as a result of the construction of the proposed dock. No chemical or physical hazard that would affect the health of a person will be created or used with the proposed dock. c. Impacts on navigation. The existence and use of the proposed dock shall not have a detrimental effect on the use of adjacent waters for navigation, transportation, recreational or other public conveniences. Response: The proposed structure extends from the seawall approximately 14% of the waterway width and will not create a navigational hazard for the adjacent waterway, or interfere with recreational and other public conveniences. d. Impacts on marine environment. Docks shall be sited to ensure that boat access routes avoid injury to marine grassbeds or other aquatic resources in the surrounding areas. Response: No seagrass beds or other aquatic resources are located in the vicinity of this project. ii) Docks shall not have an adverse impact upon natural ,marine habitats, grass flats suitable as nursery feeding grounds for marine life, or established marine soil suitable for producing plant growth of a type useful as nursery or feeding grounds for marine life; manatee sanctuaries; natural reefs and any such artificial reef which has developed an associated flora and fauna which have been determined to be approaching a typical natural assemblage structure in both density and diversity; oyster beds; clam beds; known sea turtle nesting site; commercial or sport fisheries or shell fisheries areas; and habitats desirable as juvenile fish habitat. Response: No seagrass beds or other aquatic resources are located in the vicinity of this project. e. Impacts on water quality. All turning basin, access channels, boat mooring areas and any other area associated with a dock. shall have adequate circulation and existing water depths to ensure that a minimum of a one foot clearance is provided between the lowest member of a vessel (e.g. skegs, rudder, prop) and the bottom of the waterbody at mean or ordinary low water (-0.95 NGVD datum). Response: Adequate water depths exist in the areas of the wetslips to avoid scouring of the bottom of the waterbody. ii) The dock shall not' effectively cause erosion, extraordinary storm drainage, shoaling of channels, or adversely affect the water quality presently existing in the area or limit progress that is being made toward improvement or water quality in the area in which the dock is proposed to be located. Response: Flow velocities of the adjacent water body are not great enough to cause significant shoaling or erosion in the vicinity of the proposed structure. The surface area of the proposed dock will not. cause extraordinary storm drainage. The proposed structures will be properly wrapped to ensure that no chemicals will be leached into the water, causing water quality degradation. L:105101 Waterline C+~nstrr.actinn, Inc1051011 Island Way Dock ERP1051011 Correspondence',051011 060724 L loth 2 city of ~==-= ~` ~°~- clearwator Re responses.doc f. Impacts on natural resources. The dock shall not have a material adverse impact upon the conservation of wildlife, marine life, and other natural resources, including beaches and shores, so as to be contrary to the public interest. Response: The proposed dock will not have a material adverse impact upon the conservation of wildlife, marine life, and other natural resources. As part of this project sixteen (16) bay balls will be placed beneath docks. Bay balls promote and support natural species diversity and population density. Fish life is abundant in and around bay balls since they are designed specifically to create marine habitat. Over 1/2 million Reef Balls (large bay balls) have been used in over 3,500 projects in 43 countries as designed artificial reef habitat. Additional information on bay balls can be found at www.reefball.org. ii) The dock shall not have an adverse impact on vegetated areas; vegetative, terrestrial, or aquatic habitats critical to the support of listed species providing one or more of the requirements to sustain their existence, such as range, nesting or feeding grounds; habitats which display biological or physical attributes which would serve to make them rare within the confines of the city; designated preservation areas such as those identified in the comprehensive land use plan, national wildlife refuges, Florida outstanding waters or other designated preservation areas, and bird sanctuaries. Response: In order to satisfy this requirement, two (2) manatee awareness signs and one (1) manatee educational sign are included in this project. The manatee signs will increase the awareness of the residents who access the proposed structure. g. Impacts on wetlands habitabuplands. The dock shall not have a material adverse effect upon the uplands surrounding. Response: No material adverse impacts to the adjacent upland area will be created as a result of the construction of the proposed dock. h. Dimensional standards. Setbacks. All commercial and multi-use docks shall be located so that no portion of such dock is closer to any property line as extended into the water than ten percent of the applicant's property width measured at the waterfront property line. Multi-use private and commercial docks abutting adjacent waterfront single-family ortwo-family properties must be setback a minimum of one-third of the applicant's waterfront property width from the adjacent waterfront single-family ortwo-family property. Response: The proposed dock will not be located adjacent to any single-family or two-family properties and thus should be allowed setbacks of ten percent of the applicant's waterfront property width of 150 feet. This would allow the proposed dock to be no closer than 15 feet from adjacent extended property lines; the proposed setback is 19 feet from the northern riparian rights line and 24.5 feet from the southern riparian rights line. ii) Length. The length of .commercial and multi-use docks shall not extend from the mean high water line or seawall of the applicant's property more than 75 percent of the width of the applicant's property measured at the waterfront property line. Tie poles may extend beyond the dock provided such poles do not extend 25 percent of the width of the waterway and do not constitute a navigational hazard. ~, L.:105101 ~Nateriine ConstrriCtion, Inc1051011 Island Way Dock ERP1051011 C~,:arresg.^,c~ndence1051 01 1 056724 I_ toth 2 city of Clearwater Re responses.doc Response: The proposed dock's maximum length of 40 feet is less than the 112.5 foot (75%) length allowable with the applicant's 150 feet of waterfront property. No portion of the dock, including tie poles, will extend as far as 25 percent of the width of the waterway or into the navigational channel. iii) Width. The width of commercial and multi-use docks shall not exceed 75 percent of the width of the applicant's property measured at the waterfront property line. Response: The proposed dock's width of 107.5 feet is less than the 112.5 foot (75%) width allowable with the applicant's 150 feet of waterfront property. iv) Covered boatlifts. Covered boatlifts are permitted provided a permanent and solid roof deck is constructed with material such as asphalt shingles, metal, the or wood. Canvas and canvas like roof materials are prohibited. Vertical sidewalls are prohibited on any boatlift or dock. Response: No covered boatlifts or vertical sidewalls are part of the proposed project. v) Deviations. Deviations from the requirements of this section may be considered and approved by the community development board in order to comply with the review criteria established in sections 3-601.C.3.a-g. Response: No deviations from the requirements of this section are necessary for this proposed project. ~~-~~ ~~; L.1G5101 .'gratErline Cc~r~str°w_ir„ti~~r~,. Inc'.G~5101I Island 1Nrry C%ur.k EP,P1Q5~ a31I Ccrr~s~~r,~rs~~nce',051 Cif i ~I~CsI24 L_ toff 2 ciiy° crf clt;;rra w~~tr~r Elo ~ s~~c,nses.ciEsc Stormwater Narrative The proposed dock installation does not involve the addition or modification of impervious surface, therefore no Stormwater plan is necessary. Grading plans and finished floor elevations are also not included as the project does not involve any grading or the addition or alteration of any floors. I`'~\ W r- ~1i e .. t ~: a '~ G L r'P7 ~ w, u _ ~. ~ 4rE ~~ ~ f~f~ P ~t ~ 9Ft~r~t~~ I ~.~ ~ t ~c ~ 'A i( ~ ~ .tf e ' 5 ~ 1,7.44 ~ C \ I 11 ~ r J '4 ~ifc]I„1 .f ~ lk ~ _' N.c ~ ~~. --`~.'y~dr ~;~- - r ~ ~ ~G ~ - ~~ ~~~~ ~ ,. u;_ r ~ '~ F r ..u ' • ~ ~.. °- i ~ 5 ~ ~~.F~ea~f~ ~ '~',S~' P~f~~~f~~y,~9,iF>i~,y~,c+ r~.~. '~ ~ 5, .3~ r r_. - Y v ~~ _ r^' 7 ;.'o+i I A E 9 Pine//as County ~ 5 t ~ ..~-,.~~ ~~ ~. ~ ~~~~r aou~d ~ r is N D@SLtA~ C O7,.r„ w rn D ' m t -~` r Al ~ ~ s en ~n~ ~ ~~ t°' ~'` -~ Zl ~. 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E ~ ~ ~ - i ~ ~ - ~~"P rk Sty - I -.., -~~, ~ -Om ~ ~ ~ ~, 1" ( 6p r'raat s F" nh.r4 S[~ ~ ~ ~~~~, "..!fwkc 1 _ ~ ~/~.« i~e.~~Al /4~/ 6]'~l ~~~~ •~: -~ ~ Gnuld St ~ 4 r~ ~ ~ ~Y~esfnut"St 7a. CCltltt 3t 1 ' PnRir 0 mi 1 mi /S/c~7nC~ ~c~~/ ®OC/~ S-8, T-29S, R-15E 4O5 lslond Way /n~tc'7//c~l~%On P/'OOjeC/ Pinellas County ;leo~wote~, FL 33767 Pine//as County, PL Scale: SEE BAR SCALES ~ ASH ENGINEERING, INC. ~$'J# OJ~1O1/ ~ 4902 Eisenhower Blvd, Suite 380 ^~®~~~~ n ®~~~D®~ n n~~ ,~ Tampa, Fl. 33634.6323 CA#6603 0/L~. ///L- 0//I'IV/0// 813.290.8899 Fax: 813.290.8891 ~ . O www.ashengineerinp.com F1~U~'e ~-~ o ft 20o ft Red /ine represents a//adjacent properties within a 500 ft, radius. See Part /V - Attachment Afor /ist of property owner's. N A E S /s/and Way Dock s-8 T-29S, R-15E /nsta//ation Project Pinellas county Pine//as County, FL SCC7Ie: SEE BAR SCALES ASH ENGINEERING, iNC. Adjacent Property Owners PrJ# 05101/ 4902 Eisenhower Blvd, Suite 380 Within a 500' Radius Tampa, FL 33634.6323 CAi16603 813.290.8899 Fax: 813.290.8891 Aeria/Map g ~• 0 www.ashen9ineedng.com Fl ure ae~ia/ taken from pubgis. co. pine//as. fl. us/pub/ic gis ~ $ 1 1~ ~ ~~ ~4 i #~~ f ~.~ ~ ti -~ `6 --~~.~ 'tea . i ~ 1 ~ e 1 ( ~ !~~ I I I ~ ~ E ~~ ~~ I~~i~ h'• fip: .' ~ t ~~, ~. _ - ti t ~ a, ~ ti :. may. :~ _ ~ . ,-., ,~ :~~. ~~ _~. ~~ - r -~. ~~~~ ~M t.a1~3.~ 'J.. ~ _. t .;. 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Ma -Made land 0 mi 0.5 mi /s/and Way Dock S-8, T-29S, R-15E /nsta//ation P~o~ect Panel%s County Pine//as County, FL SCOIe: SEE BAR SCALES ASH ENGINEERING, INC. rV~t/O/ / v S SO// CO S PrJ# 05101 / Suite 380 4902 Eisenhower Blvd G / / , "' Tampa, FL 33634323 CPJI6603 ~ 813.290.8899 Faz:813.290.8891 h i ri Ser~iCe Soi/s Map g 4 O Fl ure www.as eng nee np.com ~ 0 mi 0.5 mi N A E S /s/and Way Dock s-8 T-29S, R-15E /nsta//ation Project Pinellas county Pinel/as County, FL Sco%: SEE BAR SCALES I '~". ASH ENGINEERING, INC., Project Location PrJ# 05101/ { ` 4902 Eisenhower Blvd, Suite 380 '~~ Tampa, FL 336346323 CA#6603 813.290.8899 Fax: 813.290.8891 A er/a/ Map g ~• O www.ashennineedng.com Fl ure Aerial taken from swfwmd.state.tl.us/ N A E 3 0 ft 150 ft MHW.• 1.31 ft NGI/D MLW.• -0.68 ft NGI/D /s/and Way Dock s-a, T-29s, R-15E /nsta//anon Project Pinellas county Pine//as County, FL Scole: sEE BAR SCALES ASH ENGINEERING, INC. P/'O~E'Ct S/~G PrJ# 05101 / _ 4902 Eisenhower 8(vd, Suite 380 ~aW: 'Tampa, FL 33834-8323 CAtt6603 813.290.8899 Fax: 813.290.8891 Aerial Map g V . O www.ashengineering.com Fl ure aerial taken from pubgis.co.pine//as.fl.us/pub/ic gis ATTACHMENT G ,:,u ~ .,.__. i - o ~. 5 IX. 12' D.I. . b it -z ~ x n o ~ ~~ s a ~ -+ 2 y ~~+ b F ~ CDV'EREUP.AHKMG n - ,~ z, ~ o ILT SCREEN ~, t.~ 144 W ~2, °`~~ NEiy 72°X T&V x ' .~. ~%,,/ i ~ ,' ;t5. t~ ~& a _ _. _ _ _ ~ ~~. _ r z '^ ~ M 5. `~$2 5.5 4 *5. Q 5.0 ~ o 4 .7 a! .6 a ~ aaF 1 ~¢ F Pfd NSILT~ ~ (//~ / /~ /f ~t'S ~~~J. '"~. ' 8' D.[P, W !/JAC GOVER ~1 6 /$W PGVA- .~~Gnt4;R' NEW $~C4~ o u Proposed Structures . ~ T- .. _ . i 3 - SCREEN 7 o I ~ NPV~C 4. ~. .., _ ' -_ 6•_ ~. ~~ ~ S' 6~~ ; : I{I 1 ~j'* ~, I I ~. -~~ ~ - ~~ ~. a l i I ~"` x,_ ~~ ~ a ~ - ~ ~~ ~ / a ~~ ~ _ .._-'ff ~ .1. f o ,~ .7 .6 _ ~ # .~ ~__~ 5 :al .: s.s 2 ~ .. ~~`. ~'~ ~. ~ ( ! [t~l - f - -~~ ~ ~, VAtIt.T D£fA4L I ~~~'" ~ ~- m~ ~m ~ ~, 5.7 ~.r~...~°.,.Q.,~ ~o n "aa h ~ ° S76°0340 W c ac . 200.00' (F ) WATERLINE CONSTRUCTION /s/and Woy Condominiums 1 - AsH ENGweERm~, INC. DATE: 4-11-OB FILE: WATERLINE CONSTRUCAON, INC. '~ 4408 GrOdy AVe. N ! ~ 9902 Eisenhower BNd, Suite 380 UPLANO PROJECT NUMBER CADD FILE U~l~TER~INE ~~~ Tampa FL 33614 405 /sloe d Woy Tampa, FL 336346323 CAM6603 .5'C.4LE l'=,315' D6tDtl CONSTRUCTION, INC. 813-806-1977 C/EOrWOtEl, FL 33767 873.290.8899 FaK:813290.8597 S ~ T29, iP 15 www.asha inaeri .mm PAGE J OF l Pages S,~L,,,P 9/22/2006- ~'~~• ~ Receipt #: 1200600000000009677 1:o1:4sPM ~p ~= ~ Date: 09/22/2006 r Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLD2006-09051 04 Flexible Commercial 010-341262 1,205.00 Line Item Total: $1,205.00 Payments: Method Payer Initials Check No Confirm No How Received Amount Paid Check WATERLINE CONSTR R_D 3529 In Person Payment Total: $1,205.00 1,205.00 THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. cReceipt.rpt Page ] of 1 FLD2006-09051 405 ISLAND WAY Date Received: 09/22/2006 ISLAND WAY DOCK INSTALLATION ZONING DISTRICT: IEOD LAND USE: RH ATLAS PAGE: 267B PLANNER OF RECORD: NOT ENTERED CLWCoverSheet ~~~ _ 4902 Eisenhower Boulevard - ASH ENGINEERING I N C Suite 380 6323 1 _ , ~ , . Phone: 813 290.8899 Fax: 813.290.8891 www.ashengineerina.com September 11, 2006 City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 RE: City of Clearwater Flexible Development Application Island Way Dock Installation Representative Letter Dear City of Clearwater: On behalf of Mark Newkirk, Owner -Island Way Condominiums, LLC, Ash Engineering, Inc. (Ash), as the permit consultant, is pleased to submit the above referenced application. The project site is located in Section 8, Township 29 South, and Range 15 East at 405 Island Way, Clearwater, Pinellas County, Florida. The proposed improvements consist of one (1) boardwalk, five (5) catwalks, nine (9) slips, and six (6) mooring pilings. The following documents are provided in support of the application: 1. Fifteen (15) copies of the Flexible Development Application (1 original and 14 copies) 2. Fifteen (15) copies of the Upland Boundary Survey (1 signed and sealed original and 14 copies) 3. Fifteen (15) copies of Site Plans (1 signed and sealed original and 14 copies) 4. Fifteen (15) copies of the Warranty Deed 5. Fifteen (15) copies of Responses to Clearwater Dock Criteria 6. Fifteen (15) copies of the Stormwater Narrative 7. Fifteen (15) copies of Location Maps 8. Fifteen (15) copies of the Upland Site Plan 9. One (1) Check in the amount of $1,205 for the Flexible Development Application fee If you have any questions regarding the contents of this submittal please contact me at the phone number above. Sincerely, ~RE~~ ASH ENGINEERING, INC. SEF' ~ ? ?~rh ll'LANNING [7EPARTMEN) Robert Toth CIiYOF CLEARWATER Ecological Division cc: -Pat Hecker, Waterline Construction, Inc. Mark Newkirk, Island Way Condominiums, LLC L105101 Waterline Construction, Inc1051011 Island Way Dock ERP1051011 Correspondence105101B 060911 LA toth 2 city of Clearwater RE city application.doc Page 1 of 1 CIVIL + WATER & WASTEWATER + ENVIRONMENTAL + UTILITY + CONSTRUCTION INDUSTRIAL/PORT + SUBSURFACE UTILITY ENGINEERING + ECOLOGICAL SCIENCES A certified'DB`E, `Yt~l3E a.nd 8(aJ firm.