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FLD2005-06055
'? QC ? ly* FLD2005-06055 600 PENNSYLVANIA AVE Date Received: 06/30/2005 VASILENSKI, VAS ZONING DISTRICT: IRT LAND USE: IL ATLAS PAGE: 278A PLANNER OF RECORD: NOT ENTERED CLWCoverSheet f ALEX J. PANIK, P.E. President July 14, 2005 0 0 m'wj- man?,f9m.,?ji. ORIGINAL CONSULTING ENGINEER CIVIL ENGINEERING • ENVIRONMENTAL • SITE DEVELOPMENT MUNICIPAL • SANITARY • HIGHWAYS • DRAINAGE • INSPECTION LAND SURVEYING Mr. Robert G. Tefft Planner III City of Clearwater Planning Department P.O. Box 4748 Clearwater, FL 33758-4748 Re: FLD20OS-06055 - 600 Pennsylvania Avenue Dear Mr. Tefft: Job Number: 1250-04 REGISTERED: Florida New Jersey Pennsylvania Texas This will acknowledge receipt of your facsimile dated July 6, 2005 requesting additional information or clarification of information received. The following comments correspond to the item numbers outlined in your July 6, 2005 request: 1. Pursuant to our telephone conversation on July 13, 2005, you stated that our stormwater drainage analysis was included as part of the Tuesday, June 28, 2005 submission. A revised Section "E" of the application is enclosed. Also, enclosed is a copy of a letter dated Wednesday, June 29, 2005 to Ms. Alba E. Mas, P.E., Director of the Southwest Florida Water Management District. 2. Additional setbacks have been added to the site plan. 3. Sight visibility triangles have been added to the site plan and landscape plan. 4. The site data table has been added reflecting land area in square feet and acres. 5. There will be 9,600 feet to consist of some incidental office (small areas). 6. The building height has been added. 7. The landscape plan reflects perimeter landscape buffers with dimensions. 8. Sight distance triangle has been added to the landscape plan. 9. All parking areas have been delineated and dimensioned including the landscape islands. Office: 536 East Tarpon Avenue, Suite IA • Tarpon Springs, Florida 34689 Mailing: Post Office Box 817 • Tarpon Springs, Florida 34688 Phone: (727) 934-5120 • Fax: (727) 934-4179 Mr. Robert G. Tefft, Planner i City of Clearwater ORIGINAL Page 2 of 2 July 14, 2005 10. This letter constitutes a request to reduce the 5-foot landscape buffer along the railroad to accommodate the dumpster and loading area as discussed with Wayne Wells. 11. Additional building elevations will be provided under separate cover. 12. Enclosed is the revised Section "K" of the application. Thank you. 4 Since ly, Since AleJ. Yik, P.E. President Enclosures AJP/ cmp cc: Vas Vasilevski A:\07-14-05 Ltr to R Tefft - 1250-04 JUL 1 7 2005 =s CITYOf C1 EAR? Va?EF3 `? "? • 0 ?"Wj. CONSULTING ENGINEER CIVIL ENGINEERING - ENVIRONMENTAL - SITE DEVELOPMENT MUNICIPAL - SANITARY - HIGHWAYS - DRAINAGE - INSPECTION LAND SURVEYING ALEX J. PANIK, P.E. President June 29, 2005 Ms. Alba E. Mas, P.E. Director Southwest Florida Water Management District Tampa Service Office 7601 Highway 301 North Tampa, FL 33637-6759 Re: VASRI SERVICES ERP Permit Section 10, Township 29 South, Range 15 East Pinellas County Dear Ms. Mas: ORIGINAL REGISTERED: Florida New Jersey Pennsylvania Texas Job Number. 1250-04 Enclosed are the following documents concerning a requested permit application for a new commercial facility along the west side of Rowan Road in Pasco County: 1. Three (3) aerial photographs with site superimposed. 2. Three (3) copies of the application. 3. Three (3)copies of the construction plans. 4. Three (3) copies of the calculations. 5. Three (3) copies of the 8 1/2 x 11 drawings. 6. A check in the amount of $200.00 Your usual expeditious response will be appreciated. Enclosures AJP/cmp cc: Vas Vasilevski j JJUL 17 2005 F, A.VNI 1G & QFVr t iaFnWM Z' V L;Z? A:\06-29-05 Ltr to A Mas -1250-04 Office: 536 East Tarpon Avenue, Suite IA - Tarpon Springs, Florida 34689 Mailing: Post Office Box 817 - Tarpon Springs, Florida 34688 Phone: (727) 934-5120 - Fax: (727) 934-4179 Thank you. E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of ClearwVffr Storm Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that im addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance the City of Gearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exem 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; ' _ f All adjacent streets and municipal storm systems; i 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. 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 rV P,? p ess Ackn Bement of stormwater plan requirements (Applicant must initial one of the following): Stormwater plan as noted above is Included Stonnwater plan ig 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 4-202.A) SIGNED AND SEALED SURVEY (including legal description of property) - One original and 14 copies; CK 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; LOCATION MAP OF THE PROPERTY; ? 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 y will be used in determining whether or not deviations to the accordance with accepted traffic engineering principles. The findings Z;!79---a parking standards are approved; ! G „eP/? 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; G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) EFLAAN" SI PLAN with the following information (not to exceed 24' x 36"): All dimensions; North arrow, ? Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; 720 Location map; Index sheet referencing individual sheets included in package; .? __,_Foot nt and size of all EXISTING buildings and structures; Ctf ?;:Footprint and size of all PROPOSED buildings and structures; OF b ?«F??JATE, R Uz) i All required setbacks; All existing and proposed points of access; r 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-way within and adjacent to the site; Donn A of 7 - (=invihla r %avalnnmant (mmnrahamiva Infill Annfle7AHnn 7nn. (:11V nt (:(PATWATP.i I. BUILDING ELEVATION PLAN MMITTAL REQUIREMENTS: (Section 4-792.A.23) - ' ' ' " ' • " ' - Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part of a Comprehensive Infill Redevelopment Project or a Residential Infill Project. ? BUILDING ELEVATION DRAWINGS - all sides of all buildings including height dimensions, colors and materials; tv// ? REDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8 %7 X 11) (black and white and color rendering, if possible) as required. J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) ? 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 %X 11) (color), if submitting Comprehensive Sign Program application. K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) X Indude if required by the Traffic Operations Manager or his/her 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 perior that is on the City's annual list of most hazardous intersections. /?D/P 66v&,&j7,-1DA) _ 6 7 7XII05 p,.,v 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 (727-562-4750) 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 post-development levels of service for all roadway legs and each turning movement at all intersections Identified In the Scoping Meeting. i 1 n P Traffic Impact Study is not required. /U M- 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 L. SIGNATURE: Signature of property owner or nearing Department at (727) 562-4750. I, the undersigned, acknowledge and application are true and accurate to the best of my knowledge City representatives described application. representative JU 17 2005 "" ? LI ?.(:1r Sf yt;?f l FLAA-ING % Cr CITY ();7 C! that all representations made in th '""5TATE OF FLORIDA, COUNTY OF PINELLAS to visit and photograph the property produced Ide SHAWN A. P IN ERRY No. DD096806 Paqe 6 of 7 - Flexible Development Comprehensive infill Application 2005- City of Clearwater S n to and subscribed before r? this day of A.D. 200S to me and/or by s who Is personally known has as tion. ? -?? SHAWN A. F of Florida No My ry public, commission expires: Comm No. Exp. March 3, 2006 Planning Department o Clearwater 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION including 1) collated, 2) stapled and 3) folded sets of site plans SUBMIT APPLICATION FEE CASE #: DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: SOUTH: WEST: EAST: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION ORIGINAt. Comprehensive Infill Redevelopment Project (Revised 04-05-05) PLEASE TYPE OR PR1NT- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: / 7' J l/ f / G ?T? ,?[/? MAILING ADDRESS: Ulm e4 ?// ?? ? `C --? U - L Y /-4 C- 3S77/ PHONE NUMBER: 7f7 =27 ,rq7 FAX NUMBER: 7?7 Td i PROPERTY OWNER(S) AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: (Must include ALL owners as listed on the deed - provide original signature(s) on page 6) / V FAX NUMBER: E-MAIL ADDRESS: NT ;;vt;a INFORMATION: (Code Section 4-202.A) B. PROPOSED DEVELOPMENT r- STREET ADDRESS of subject site: 6p © / ??w?(Js L./ A/ is A ff ,ter- LEGAL DESCRIPTION: 4 (if not listed here, please note the location of thi document in the submittal) /'0 PARCEL NUMBER: n PARCEL SIZE: E/, ?, 8 a J P Co, ! V3 4 Ae e. (acres, square feet) PROPOSED USE(S), SIZE(S) AND VALUE OF PROJECT: ??L UC/SCD ""?- 00 9 ?/'i (a (number of dwelling units, hotel rooms or square footage of nonresidential use) / s r 13 U e"r- 4 1,9, DESCRIPTION OF REQUEST(S): C / Attach sheets and be specific when identifying the request (include all requested code deviations; e.g. reduction in required number of par 479 spaces, specific use, etc.) .)A.ttI l? or Page 1 of 7 - Flexible Development Comprehensive Infill Application 2005- City of Clearwater DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PR VIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES NO (if yes, attach a copy of the applicable documents) w C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) Ke 6) BMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFID ffi f INN GIfOqE (s el', D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) U1 ??L 0 1 20D5 ? Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA -Explain how each pro, ro l 1Vq 4.4,0etail:...., ?Aa 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and chara6ter " er 'prCOpe'A14 ,4n which it ?I 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 In e'V lv(6 f ? . F 4%* 3. The pro osed develo ent wil of a v AtV nhe heal h or saf y o persons r si ing or working in the neighborhood of the proposed use; 'j'?e iJ lLl?-b ®S e.._? U-1/1 / tel' 4. The proposed development is designed to minimize traffic congestion. p?s-? ?/n? L?m?'fs??s?•a.?: C-0 41A e_'q 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. 6. The design of the proposed development minimizes adverse effects, including visual acoustic and olfactory and hours of operation on adjacent properties. f Provide complete responses to the ten (10) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA (as applicable) - Explain how each criteria is achieved in detail: 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the use, intensity nd development standards. e to _ 4Z 4:4e_? 42 ion e7 60e?Ale;)M Page 2 of 7 - Flexible Development Comprehensive Infill Application 2005- City of Clearwater s-412 /e B-" A} X?! /Ut c/ • 2. The development of the parcel proposed for development as a comprehensive infill redevelopment project or residential infill project will not reduce the fair market value of abutting properties. (Include the existing value of the site and the proposed value of the site with the improvements.) I f/20 10?1 3. Th?/er?usees?s within the comprehensive infll redeveI ment project are otherwise permitted in the City of Clearwater.ARQ U K I b I NA 4. The uses or mix of use within the comprehensive infill redevelopment project are compatible with adjacent Ian: L Q 12005 't 0) - CJ P n Y• 042 X Suitable sites for development or redevelopment of the uses or mix of uses within the comprehensive infill redevelopment project are not ?otherwise available in the City of Clearwater. ,I The development of the parcel proposed for development as a comprehensive infill redevelopment}?roject will upgrade the immediate vicinity of the parcel proposed for development. QS T!J ?/ e 61 The design of the proposed comprehensive infill redevelopment project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. ez, eoz 4:5'- ?t11 Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. CC? 1 e cJ 41A JO Adequate off-street parking in the immediate vicinity according to the shared parking formula in Division 14 of Article 3 will be avai able to avoid on-street parking in the immediate vicinity of parcel proposed for development. ?t l do, The design of all buildings complies with the Tourist District or Downtown District design guidelines in Division 5 of Article 3 (as applicable). Use :Ycl-z te sheets necessary G . ?z 'q k e, 2"Y Page 3 of 7 - Flexible Development Comprehensive Infill Application 2005- City of Clearwater E. STORMWATER PLAN SUBMITML REQUIREMENTS: (City of Clearwat7' Storm Drainage Design C Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater 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; r- _?- All adjacent streets and municipal storm systems; Q Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control struct e, j -? A narrative describing the proposed stormwater control plan including all calculations and data necessa o onstretgJcor?pfla_q with A City manual. ?l L U I / Signature and seal of Florida Registered Professional Engineer on all plans and calculations. p J ? COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT CS.1llfFOPERMI•T SUBMITTAL, (SWFWMD approval is required prior to issuance of City Building Permit), if applicable / rV P W ? 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 4-202.A) K SIGNED AND SEALED SURVEY (including legal description of property) - One original and 14 copies; X 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; X LOCATION MAP OF THE PROPERTY; ? 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; /L" O /? 9< GRADING PLAN, as applicable; ? PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); rLJ14 ? COPY OF RECORDED PLAT, as applicable; G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) North arrow; _i Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; _i Location map; Index sheet referencing individual sheets included in package; _i Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; i 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-way within and adjacent to the site; X SITE PLAN with the following information (not to exceed 24" x 36") All dimensions; Page 4 of 7 - Flexible Development Comprehensive Infill Application 2005- City of Clearwater Location of existing public and private ties, including fire hydrants, storm and sanitary sevPrInes, 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; _r Location of all onsite and offsite storm-water management facilities; e/ Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. ORIGINAL SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: Land area in square feet and acres, _-/ Number of EXISTING dwelling units; uU "" "'" 111 .? Number of PROPOSED dwelling units; } Gross floor area devoted to each use; I? I Parking spaces: total number, presented in tabular form with the number of required spaces;"^ 0 120 Total paved area, including all paved parking spaces and driveways, expressed in square feet and p rI Fgeote paved vehicular ai Size and species of all landscape material; --- ----- / Official records book and page numbers of all existing utility easement; FLiiZI",4 7 ?. , . , 7% r.o,:) / Building and structure heights; ?---- ?- - - - ---. Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. ? REDUCED SITE PLAN to scale (8'/z X 11) and color rendering if possible; ? FOR DEVELOPMENTS 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; Tree Inventory; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees. H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) CX' LANDSCAPE PLAN: -1? All existing and proposed structures; _4/ 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; Proposed and required parking spaces; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Plant schedule with a key (symbol or label) indicating the size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and common names; 11 ' Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and / protective measures; t/ 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. I REDUCED LANDSCAPE PLAN to scale (8 % X 11) (color rendering if possible); ? IRRIGATION PLAN (required for level two and three approval); *U14 ? 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. / Page 5 of 7 - Flexible Development Comprehensive Infill Application 2005- City of Clearwater I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-20'2A.23) Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part of a Comprehensive Infill Redevelopment Project or a Residential Infill Project. iu// ? BUILDING ELEVATION DRAWINGS - all sides of all buildings including height dimensions, colors and materials; ? REDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8 '/? X 11) -b'l-a?c c.and white and color rendering, if possible) as required. f ill 1 1Y! f= J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) 111111 JUL1 UL l 1 2005 ? All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), i dicatd-whetheLthey wjJ,¢e rgrU9,Kgd or to remain. E e?sl?NINC & lh'. E-; CHIYOF C, ? 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). R G I N / '. L ? Reduced signage proposal (8'/z X 11) (color), if submitting Comprehensive Sign Program application. ? //AU V K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) ? Include if required by the Traffic Operations Manager or his/her 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 (727-562-4750) 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 post-development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. //7- CAUTION Traffic Impact Study is not required. / ` - 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. 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 i his application / v r G Signature of property owner or representative STATE OF FLORIDA, COUNTY OF PINELLAS S orn to and subscribed before _Mp this day of a A. D. 200S to me and/or by s '? s? E S who is personally known has produced as ide fi ation. - Z\-%_ 0 1\ x,?v, SHARON A. FERRY Notary public, fate of Florida M commission expires: Comm. Exp. March 3, 2006 Y No. DD096806 Page 6 of 7 - Flexible Development Comprehensive Infill Application 2005- City of Clearwater 0 6 AFFIDAVIT TO AUTHORIZE AGENT: D ` i - , f lot, (Names of all property owners on deed - please PRINT full names) L 1. That (I am/we are) the owners and record title holders of the following described property (address or 9en r +16 - ° - -; & 1?!4 e."???~ ?1.. ,4 n ? _ , r p - y ? 2. That this property constitutes the property for which a request for a: (describe request) ORIGINAL 3. That the undersigned (has/have) appointed and (does/do) appoint: as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on t he above described property; 5. 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 and photograph the property described in this application; 6. That (1/we), the undersigned authority, hereby certify that the foregoing is true a correct. Property Owner Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS s? °?q Bfore a the and rs? igned an officer duly commissioned tly the la soft a Stat of Florida, on this A personally appeared q(_1 day of who having been first duly sworn Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. \ I SHARON A. FERRY t j fAA Notary Public, State of Florida 1 My Comm. Exp. March 3, 2006 , Notary Public My Commission Expires: No. DD096806 S:\Planning Department\Application Forms\development revieMflexible development comprehensive infill application 2005.doc Page 7 of 7 - Flexible Development Comprehensive Infill Application 2005- City of Clearwater LJ, VVI&VV'! 11.04 CAA 140 JLlUV01 11"1%JibV 111LL 104 1NJrRFANrY osen 1-4 V f P H 3M. TO NOMD. 1ZOAIM tDr"?Qflfy?iQ L d{aarlressed Wflylp,d OrMlekQe) r am = cnbibo nsunnoeca WW40 R,( `ft: al St s 42 Sur Address PaMfx SM. Sta. 4. Semlrat Oft Foe Number. 03-21M This Instrument Prepared by. Nwrw c Bona rdle IrwAmce canpeny Adm.. susan P49ma Address, 10863 Party Bl%d. Ste. 4, Sembwle. 33m Property Appraisers Pprpsl Idenfifira bon NloNunber(s), 1t1J29/ M913t11011=30 Granase(s) s. S. N (s) 700.1 -- DS ar;?19 0.5 ' NT S r••i ' ti,;Y To aL SPACE AWA THIS LNE F'ORPROCESMNa DATA KARLZEN F. DE BLAKER, CLERK OF COLT pNELLAS COUNTY FLOR)pA 1NSTtt 20"371232 0912WZM at 09:20 AM OFF REC BK: 13035 Pro; 2b03.a" oocType:DEEO RECORD)Nt3: s18Ao This Warranty Deed, Made and executed this 29th day of April, 206 by WILLIE LEE COOPER, whose address is 1440 Woodbine Street Clearwater FL 33755 AAD ROSEMARY COOPER whose address is 703 Palm Blq''Street Clearwater, Florida 33755 hereinafter called the Grantor, to VAS VASILEVSKI AND JUDITH S. VASILEy8K1 ,husband and wife whose post office address is 3561 Landmark Trail, Palm Harbor, Florida 34684 hereinafter called the Grantee. (%%cmw wW Aaen ale yens ' =Vr uM ' GrwVW tssluds au are grader m to mm== cud *e bus, legal xprwawwra, and w4iga of w4widml;, and 6c a mea a and u4 n otompondws. wherever are romexr in adotb w nqubw) Witnesseth, That the Grantor, for and in consideration of the sum of $10.00 (Ten and 00/100 Dollars) and other valuable considerations, receipt whereof is hereby acknowledged hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee, all that certain land situate in Pinellas County, State of Florida, viz: Lot(s)-Sand and East 1/2 of vacated alley adjoining on the West, Block 11, PINE CREST, according to plat thereof as recorded in Plat Book 1, Page(s) 66, of the Public Records of Pinellas County, Florida. ** THIS PROPERTY IS NOT THE HOMMSTEAD OF THE GRANTORS OR GRANTEES Together, with all the tenements, hereditamena and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. ** Lots 5,8,and 9, Block 11 and the W 1/2 of vacated alley adjoining on the east and the 51/2 vacated alley adjoining on that North, Pim CREST. according to di the plat thereof, recorded in Plat Book 1, Page 66, of the Public Records of Pinellas County, Florida DOCUMM BEING RE.It ORDED TO ADD C FdM= LEGRL DiP?QtIPTIOAi IrI D - ocz 2005 c._r..' r LJLV-E,,t r i v Y' L WJVVA. AN LEEN F. DE BLAKER, CLEF( OF COURT wIRLAS (MINTY, FLORIDA 80227138 05-05-2003 10:3507 MDK 51 DO-ELLIE CMUM UASILEMIL 023028 11:03=15 x:12721 SM:2391 EFG:2392 FM DIG 002 PAGES 1 $10.50 DOC STAMP - DR219 3 ".00 TOTAL: $640.50 MK.TDM: $640.50 ORIGINAL y am: 3.00 W MV DEM M PZNC?Lpz 1$ - ---?_ ?? C Y ? BK 827 ?9p B 3BpM-, .•- ?? i!H?u,d 2391 LL/VV/&VVY LI.JJ (At). jLi V-VVQ1 WARRANTY 1=11 • a+3Ma To INOMa. Y 1.uA.V11VV 'AA-L. ???J -t?) V V r • PINELLRS COUNTY FLR. OFF.REC,BK 12721 PO 2392 A6oVE T1416 LINE FOR PGCOMISIG DATA And the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple, that the Grantor has good right and /awful authority to sell and convey said land; and hereby warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2002. In Witness'' hereof, the said Grantor has signed and sealed these presents the day and year first above written. W)I,LTE LEE COOPER Prinwd//name ?? ?_ y? L Witacss Marric Printed name STATE OF FLORIDA COUNTY OF PINELLAS V0-Se&aY COOPEP0, ORIGINAL This foregoing Instrument wms acknowledged before me this 29th day of April, 2003, by WILLIE LEE COOPER and ROSEMARY COOPER (Check one,) OSaid person(s) Were personally known to me. E1 Said person(s) provided the following type of identification: Valid Driveft Ucense NOTARY RUBBER STAMP 3 _ t71E??frl. i =°`j1 !y1Y C?l.+?'JSSI!rY s GC 9519 Lnr Al, *11 %1- ??!L•!i? klNka4?mi N0+>n PuCF':J",Yec !!?/$L. t A JU 0 1 2005 ?, L? 2of2 ',if f 0i- (; nf?'1VrZTE( twi. mangy, eq.) (f., G. CONSULTING ENGINEER CIVIL ENGINEERING • ENVIRONMENTAL • SITE DEVELOPMENT MUNICIPAL • SANITARY • HIGHWAYS • DRAINAGE • INSPECTION LAND SURVEYING ALEX J. PANIK, P.E. President June 28, 2005 Mr. Wayne M. Wells, AICP Senior Planner City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, FL 33756-5520 Re: VASKI SERVICES 600 Pennsylvania Avenue Dear Mr. Wells ORIGINAL Job Number: 1250-04 REGISTERED: Florida New Jersey Pennsylvania Texas Pursuant to our meeting of Monday, June 13, 2005, enclosed are the following for your use: 1. Fifteen copies of the application and site plans. 2. A check in the amount of 1 05 payable to the CITY of CLEARWATER. Please be advised the Environmental Resource Permit application is in process. Should you require additional information or clarification, please contact this office. Thank you for your cooperation. AJP/ cmp cc: Vas Vasilevski A:\06-28-05 Ur to W Wells - 1250-04 L9 JUL 0 1 2005 - s G17 C ^ il?V%Tf-r' Office: 536 East Tarpon Avenue, Suite lA • Tarpon Springs, Florida 34689 Mailing: Post Office Box 817 • Tarpon Springs, Florida 34688 Phone: (727) 934-5120 • Fax: (727) 934-4179 Enclosures VASKI SERVICES Drainage Analysis Job Number: 1250-04 06-24-05 Drainage Area - 32,381.33 S.F. (0.7434 acre) Total Land Area (Ownership) - 32.381.33 S.F. (0.7434 acrel Weighted "C" (Pre-Construction) - 0.31 Historic Discharge (Pre-Development) Time of Concentration - (Vacant Land - Building Demolished) 24.6 - 23.2 x 100 = 0.61 % Grade, use 59 FPM 230 Soil Type - Urban Land, UB Complex 59 FPM; 230/59 = 390 minutes; use 10 minutes = 8.5 inches per hour (25-Year Storm) 25-Year Storm = 8.5 inches per hour Q = (0.31) (0.7434 Acre) (8.50 inches/hour) = 1.95 C.F.S. Weighted "C" (Post-Development) BUILDING - 9,600.00 S.F. 29.65% PAVING - 14,157.91 S.F. 43.72% DETENTION POND (T.O.B.) - 950.00 S.F. 2.93% FERYMU GR EN1 0 7.673.42 S.F. 230% TOTAL AREA: - 32,381.33 S.F. 100.00'/? 2.93% of 1.00 (Pond) - 0.0293 73.37% of 0.95 (Impervious) - 0.6970 23.70% of 0.20 (Pervious) - 0.0474 - 0.7737, use 0.77 Water Ouality Requirement 0.7434 acre or 32,381.33 S.F./24 Seasonal High Water Elevation 21.80 Feet, (NAVD 1988) 1,349.22 C.F. (1-t Half Inch) 11ci .1 UL 0 1 205 F 1W i ? A\GENERAL NOTES DISK\03-28-05 Drainage Analysis -1250-04 t. e CD CD ALEX J. PANIK, P.E., P.A., CONSULTING ENGINEER LZ XY Coordinate Pond 1250POND Y Feet 43.062 ---•------- ------------------- ------------; -------------; -•-----------, ---•---------,-------- ----, So r a -24.062 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 50.0 8 Feet Windows 95 Output for BRN is Here 0 1250POND.XYP a G t 3Pt#3 Class 3 X Coord 3 Y Coord 3 Slope 3 3 03DATA 3 0.0003 0.0003 4.00003 3 P DATA 0.0003 19.0003 0.00003 3 23DATA ' 50.0003 19.0003 0.0000' 3 32DATA 3 50.0003 0.0003 4.00003 3 42SYSTEM 3 0.0003 0.0003 3 'Coordinates are in Feet , Slope is H:V 3 G t 3 33 E1 24.000 Ft 33 E1 23.000 Ft 38 E1 22.000 Ft ' 3Pt #D3 Top X 3 Top y 33 Mid X 3 Mid y 33 Bot X 3 Bot Y 3 3 077 0.003 0.0073 4.003 4.0093 8.003 8.003 3 133 0.003 19.0037 4.00' 19.0033 8.003 19.003 3 232 50.003 19.0033 50.003 19.0033 50.00'_ 19.003 3 333 50.00' 0.0033 50.003 4.0033 50.003 8.003 3 433 0.003 0.0033 4.003 4.0033 8.003 8.003 3 Elevations and Coordinates are in Feet 3 G G z 'Stage E1.3 Depth 3 Area, SF 3 Area, Ac 3 Vol, CF 'Vol, Ac Ft' 3 24. 0003 2.0003 950. 03 0. 02183 13913 0.0323 3 23. 8673 1.8673 913. 5' 0. 02103 12663 0. 0293 ' 23. 733' 1.733' 877. 53 0. 02013 11473 0. 026' 3 23. 6003 1.6003 842. 23 0. 01933 10323 0. 0243 3 23. 4673 1.4673 807. 43 0. 01853 9223 0. 0213 ' 23. 3333 1.3333 773. 1' 0. 01773 8173 0. 0193 3 23. 2003 1.2003 739. 43 0. 01703 7163 0. 0163 3 23. 0673 1.0673 706. 33 0. 01623 6203 0. 014' 3 22. 9333 0.9333 673. 83 0. 01553 5283 0. 0123 3 22. 8003 0.8003 641. 83 0. 01473 4403 0. 0103 3 22. 6673 0.6673 610. 4' 0. 01403 3573 0. 0083 3 22. 5333 0.5333 579. 63 0. 01333 2773 0. 0063 ' 22. 4003 0.4003 549. 43 0. 01263 2023 0. 0053 ' 22. 2673 0.2673 519. 73 0. 0119' 1313 0. 0033 3 22. 1333 0.1333 490. 63 0. 01133 633 0. 0013 3 22. 0003 0.000' 462. 03 0. 01063 03 0. 0003 3Elevations and Depths are in Feet 3 G i - Fl U ' ?Aj "Oil II 0 CD CD t •. Pond Data (US Std) Amanda Says Get Our Latest Proaram l XY Pond 1250POND Stage/Storage stage Feet 24.0 -------------------- --------------- I -- -•• 23.8 --------------------------------------------t---------------------- --- ... 23.6 ;---------------------- ----------------- ---- 23.4 -------------------- ------- -------------------- - -------------------- -------------------------- 23.2 23.00 a --------------------I ------------------------?---------------------- - --------------------- 22.80 ----------------------- :...................... '- -------------•- ........ 22.6 22.4 22.2 ---------- --------- ----------------------• ---------•---- ------ 22.0 -0.6 -0.4 -0.2 0.0 0.2 Storage in Acre Feet --------------- i X0.4 0.6 Windows 95 Output for BRN is Here ! DRAWDOWN WORKSHEET FOR TYPE V (a) UNDERDRAIN--2??rS (Using Darcy's Law for Flow-Through Porous Material) 1 2 3 4 S 6 7 8 9 10 11 12 13 14 I max I min I avg Maximum Minimum Avg. Area Avg Flow Flow Flow of . 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U I\ 1 ,..,, , r m Central orida Testing Laborato s, Inc. gZ1R)29 Jr- -14menf at2J e?esEateh 12826 - 40TH STREET NORTH • CLEARWATER, FL 33762 TAMPA BAY AREA (727) 6729767 FLORIDA 1400-248-CFTL FAX (727) 299-0023 June 1, 2005 Mr. Vas Vasilevski 0 1.2005 3561 Landmark Trail OEVEEOPMENTS,: J Palm Harbor, FL 34684 _ "11-1 OF CLEARWATER_ Re: Double Ring Infiltration Tests for Proposed Retention Pond for Vaski Services - 600 Pennsylvania Avenue, Clearwater, Florida Our Lab No. 173410 Dear Mr. Vasilevski, As authorized, our office has conducted a double ring infiltration test at the location designated by Mr. Alex Panik, P.E.., your Civil Engineer for the above referenced project. The test location for this commercial project is located on the on the east side of the property adjacent to Pennsylvania Avenue. The. test location is shown on property survey and site plan supplied our office. The over- all site is located on the west side of Pennsylvania Avenue just north of the railroad tracks in northwest Clearwater. We have also included an area map showing the site with respect to the surrounding geographical area. Test Results Soils found at the double ring infiltration test location consisted gravel and asphalt pavement underlain by sandy soils to at least 6 feet. An existing groundwater table was encountered at a depth of 3.9 feet below the surface in a hand auger boring conducted along side the infiltration test. Based on the soil indicators, we estimate the seasonal high water table (SHWT) for the test location to 1.2 feet below the surface at this location. The Natural Resource Conservation Service (NRCS), formerly the Soil Conservation Service (SCS) lists the site as being Urban Land, Ub complex. The NRCS does not provide a SENT for this soil type due to possible disturbances from years of development. The maximum infiltration rate was established at a rate of 8.2 minutes per inch (7.3 inches/hr.) after 4 hours of testing with the test apparatus seated 2 feet below the surface soils. All the above information is shown on our attached test report form. ORIGINAL . r r Mr. Pas Pasilevski - Vas Services -6arwater, Florida Lab No. 173410 Page 2 We appreciate the opportunity to be of service. If any further evaluation of the site or construction testing services are needed, please do not hesitate to contact our office. Sincerely, Central Florida T r ? George'C. Sinn, Jr., P GCS/cb ? -/-O3 attachments cc: Alex J. Panik, P. E. ies, Inc. U JUL 0 1 2005 ORIGINAL I Central Florida Testing Laboratories, Inc. 12625 - 40"' Street North, Clearwater, FL 33762 R ?y? I,Y t I f r rt' f 1 k L At ti blf A 19 1 z 4 •, ly ' r ? 3 l :ar , ?? :yl•. a a rr,? 1., ate. a < u : y t t ? h' I S 4 BAR ry'r `yam ? r - ?? as Uve T 1 r •\ J c h Park App =imate Site Location Wild Services Clearwater, Florida Lab No. 173410 L.---i 3 115- a Q CS n ORIGINAL Approximate Double Ring Infiltration Test Vaski Services 600 Pennsylvania Avenue Clearwater, Florida Lab No. 173410 /I K• I Vv / 1 1 6Y Lot tU ,nt 7 for c t LA P L.4 1m0?1m W 1 r,y ( 1 W,^JO?M aN • .. ?_..r. ...._.._?...._.... .._?._.. __ acs .685 - iP Oa ? ! 9.er ..7.'a. ! ..../..' taD tot3 I ( tet3 eroa , t e„a t, etxt t I?' 1. a«.ra?t?. T' ?e- ¦. $ ! R1 C- 0 tit . ??? ? - OGw '-!! ?• bi ......1.44 ( 4ww •• ... 4.f? ? i StO.y t.0 iA[ I _ ?` 1 s_ ' Gpp f twh?wr hew4 Nat1, • ? o•?r' E 77 ' •.Z ?c AMAPw ads am OW co tW• .• . ? ?? c, ?ww ttww/r wt. w ,W I -A ?- V J 12005 a? E. 1 (INI'M) I mch - 40R. a W Z?S?ED APp? 0 CFTL ?RIDA TE.SnNG Lo` 9 Central Florida Testing Laboratories, Inc. 9estin9 1?eve4wznt anc` tl?eseaw4 12826 - 40TH STREET NORTH - CLEARWATER, FL 33762 TAMPA BAY AREA (727) 6724797 FLORIDA 1400 248-CFTL FAX (727) 299-0023 8 r 07 N 76 C E w5 z4 0 ?3 r J u- 2 z 1 I- -- - _---T - __ - - i -- -...- _ -,- MAX RATE-8.2 min./inch 04H 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 ELAPSED TIME (hours) C) WATER TABLE DATA WATER TABLE AT TIME OF TEST: -3.9' SEASONAL HIGH WATER TABLE: -1.2' NRCS SOIL TYPE: Urban Land, Ub Complex NRCS SHWT: No valid estimate given f DOUBLE RING INFILTRATION TEST Project: Vaski Services - 600 Pa. Ave., Clwr. Client: Vas Vasilevski Test Date: 5121/05 Lab No.: 173410 TEST LOCATION: PROPOSED RETENTION POND TEST ELEVATION: 2' BELOW EXISTING GRADE Depth (ft.) Munsel No. Description 0.0-0.2 Gravel 0.2-0.4 Asphalt 0.4-0.6 Limerock base 0.6-1.2 10 YR 512 Grayish Brown Fine Sand 1.2-3.0 10 YR 513 Brown Fine Sand 3.0-4.2 10 YR 5/6 Yellowish Brown Fine Sand 4.2-5.6 10 YR 8/4 Pale Brown Fine Sand 5.6-6.0 10 YR 513 Brown Fine Sand c../?sa?'il??v t? C?UrLi?PM(~U: ?vGS Engineer in Charge V Date 0 Page 1 of 2 From: Patricia Stough [parch@gate.net] Sent: Wednesday, February 15, 2006 8:32 AM To: Tefft, Robert Subject: Re: 600 Pennsylvania FLD2005-06055 Thank you for your prompt response! Robert I shall make every attempt to meet the February 24th deadline.... However, my daughter is due to have a baby any day...If and when she calls I must leave to Portland OR., as our new grandson has birth defects and will need surgery, my daughter needs me to take care of our 5 yr old grandson. That is the only thing that will make us miss this deadline of February 24th... Thank you for your help in this matter. Look forward to meeting and working with you. Patti Patti the Architect, Inc 1634 San Roy Drive Dunedin, FI 34698 (727)733-3769 On Feb 15, 2006, at 8:05 AM, <Robert.Tefft@MyClearwater.com> wrote: Patti: I had attempted to contact you by phone last week after you left me a message on my voice mail regarding this project; however my calls went unanswered. Nonetheless, I have spoken with Neil Thompson regarding this case and it was our decision that if you were able to submit the revised plans by the February 24, 2006 application deadline, that we would accept it under the previous application (FLD2005-06055). Should you have any questions, please feel free to contact me Robert G. Tefft, Planner III Tel: (727) 562-4539 Fax: (727) 562-4865 E-Mail: robert.tefft(D-myclearwater.com -----Original Message----- From: Patricia Stough [mai Ito: parch gate.net] Sent: Tuesday, February 14, 2006 5:56 PM To: Delk, Michael; Tefft, Robert Subject: 600 Pennsylvania FLD2005-06055 dc' r r&- 64 Tq? ??L461'- n W I S VJ rTq?q???J file://S:\Planning%20Department\C%20D%20B\FLEX%20(FLD)\Inactive%20or%20Finish... 4/3/2006 Page 2 of 2 Hi Michael and Robert. We are in receipt of your letter of January 30th, regarding the above mentioned project. Although you may have seen inactivity and lack of a re-submittal, we are indeed modifying our plans and making every effort to meet the requirements of the last DRC meeting. I have been trying to assess the past comments and minimize any code inconsistencies. I did not realize there was a specific time frame between DRC and CDB that need to be adhered to. Totally my fault for not communicating with Robert. Due to the unique characteristics of this site, the storm water, fire department access and tree stand adjacent to the site, we have been speaking with various city departments to determine the highest priority and best use of this parcel. As you are aware, the main reason we are subject to the DRC and CDB approval is the re-zoning which was assigned to this narrow property by the city in 1999. We hope to have modifications submitted to city after meeting with Bob Maran, and Steve Strong possibly by the February 24 deadline. In deed the March 29th deadline is within our reach. It was and is not our intention to withdraw this application, and respectfully request activation of our original application. Thank you for your continued help and guidance. Patti Patti the Architect, Inc 1634 San Roy Drive Dunedin, FI 34698 (727)733-3769 file://S :\Planning%20Department\C%20D%20B\FLEX%20(FLD)\Inactive%20or%2OFinish... 4/3/2006 0 0 Page 1 of 1 From: Patricia Stough [parch@gate.net] Sent: Tuesday, February 14, 2006 5:56 PM To: Delk, Michael; Tefft, Robert Subject: 600 Pennsylvania FLD2005-06055 Hi Michael and Robert. We are in receipt of your letter of January 30th, regarding the above mentioned project. Although you may have seen inactivity and lack of a re-submittal, we are indeed modifying our plans and making every effort to meet the requirements of the last DRC meeting. I have been trying to assess the past comments and minimize any code inconsistencies. I did not realize there was a specific time frame between DRC and CDB that need to be adhered to. Totally my fault for not communicating with Robert. Due to the unique characteristics of this site, the storm water, fire department access and tree stand adjacent to the site, we have been speaking with various city departments to determine the highest priority and best use of this parcel. As you are aware, the main reason we are subject to the DRC and CDB approval is the re-zoning which was assigned to this narrow property by the city in 1999. We hope to have modifications submitted to city after meeting with Bob Maran, and Steve Strong possibly by the February 24 deadline. In deed the March 29th deadline is within our reach. It was and is not our intention to withdraw this application, and respectfully request activation of our original application. Thank you for your continued help and guidance. Patti Patti the Architect, Inc 1634 San Roy Drive Dunedin, FI 34698 (727)733-3769 file://S :\Planning%20Department\C%20D%20B\FLEX%20(FLD)\Inactive%20or%20Finish... 4/3/2006 CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 LONG RANGE PLANNING DEVELOPMENT REVIEW January 30, 2006 Mr. Vas Vasilevski 3561 Landmark Trail Palm Harbor, FL 34684 Re: 600 Pennsylvania Avenue (FLD2005-06055) Dear Mr. Vasilevski: The following information is provided to you as designated agent for the above referenced project. On September 1, 2005, the Development Review Committee (DRC) reviewed your application for a 9,600 square foot warehouse development and deemed the application insufficient to proceed before the Community Development Board (CDB). As of December 1, 2005, staff had not received a resubmittal based upon the comments provided to you at the aforementioned DRC meeting, and a letter was transmitted to you indicating that if a resubmittal was not made by the forthcoming application submittal deadline of December 28, 2005, the application would be considered withdrawn. As you are aware, a revised application was not submitted by the application deadline of December 28, 2005, or by the subsequent deadline of January 30, 2006. Based upon the above and due its' inactivity, the application has been deemed withdrawn. Should you have any questions, please do not hesitate to contact me. Sincerely, ___ _?_ ? ?/_/ - 1?1 -ale 4 - - I - Robert G. Tefft, Planner III Tel: (727) 562-4539 Fax: (727) 562-4865 E-Mail: robert. te„ fft &myclearwater. com S. (Planning DepartmentlCD BIFLEX (FLD)Wending caseslReviewed and PendinglPennsylvania Ave 600 - Vaski Services (IR7) - R71Pennsylvania Ave 600 - Letter oflntent to Withdraw. doc FRANK HIBBARD, MAYOR BILL JONSON, VICF-MAYOR JOHN DORAN, COUNCIIME?MBiR How HAMILTON, COUNCIL MEMBER CARLEN A. PETERSEN, COUNCII.DIEMBER "EQUAL. EMPLOYMENT AND AFFIRMATNE ACTION EMPLOYER LONG RANGE PLANNING DEVELOPMENT REVIEW December 1, 2005 Mr. Vas Vasilevski 3561 Landmark Trail Palm Harbor, FL 34684 0 0 CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 Re: 600 Pennsylvania Avenue (FLD2005-06055) Dear Mr. Vasilevski: The following information is provided to you as designated agent for the above referenced project. On September 1, 2005, the Development Review Committee (DRC) reviewed your application for a 9,600 square foot warehouse development and deemed the application insufficient to proceed before the Community Development Board (CDB). To date, staff has not received a resubmittal based upon the comments provided to you at the DRC meeting. If it is your intention to continue this application, please do so prior to the next application submittal deadline of Noon, Wednesday, December 28, 2005. If a revised application addressing the deficiencies outlined in the Letter of Incompleteness is not received by this date, your application will be considered withdrawn. If you have no intention of continuing this application, please provide a letter informing us of your intention to withdraw the application. Should you have any questions, please do not hesitate to contact me at (727) 562-4539 or via email at robert.tefft@,,mycleanvater.com. Sincerely yours, Robert G. Tefft, Planner III Planning Department City of Clearwater Tel: (727) 562-4539 Fax: (727) 562-4865 S: (Planning DepartmentlCD BIFLEX (FLD)IPending caseslReviewed and PendinglPennsylvania Ave 600 - Vaski Services (IR7) - RIlPennsylvania Ave 600 -Letter of Intent to Withdraw. doe BRIAN J. AUNGST, MAYOR FRANK HIBBARI), VICE MAYOR Hocr HaAmILTON, COUNCILMEMBER BILL JoNSON, COUNCILMEMBER All% CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" 1105 am Case Number: FLD2005-00-- 600 PENNSYLVANIA AVE • Owner(s): Vas Vasilevski 3561 Landmark Trl Palm Harbor, Fl 34684 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Location: 0.74 acre parcel located on the west side of Pennsylvania Avenue, approximately 107 feet south of Eldridge Street. Atlas Page: 278A Zoning District: IRT, Industrial, Research and Technology Request: Flexible Development approval for a 9,600 square foot warehouse development within the Industrial, Research and Technology (IRT) District as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2-704.C, with a reduction to the side setback from to the landscape buffer along the south side of the property from 10' to 5' (to existing pavement), a reduction to the landscape buffer along the east from five feet to zero feet (to existing pavement), a reduction to the landscape buffer along the west from five feet to zero feet (to existing pavement), a reduction to the landscape buffer along the north from 10 feet to five feet (to existing pavement) and a reduction to interior landscape area from 10 percent to 7.4 percent, as a Comprehensive Landscape Program, under the provisions of Section 3-1202.G. Proposed Use: Wholesale/distribution/warehouse facility Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133761 2544 Frisco Drive TELEPHONE: 727-725-3345, FAX: No Fax, E-MAIL: Djw@gte.net Neighborhood Drew And Plaza Park Association(s): Clearwater, F133755 908 Drew Street TELEPHONE: 443-0737, FAX: No Fax, E-MAIL: davidgricelaol.com Neighborhood North Greenwood Association, Inc. Association(s): Clearwater, Fl 33755 1201 Douglas Road TELEPHONE: 560-4382, FAX: No Fax, E-MAIL: WADENWADE@AOL.COM Presenter: Robert Tefft, Planner III Attendees Included: City Staff. Robert Tefft, Neil Thompson, Scott Rice, Lenny Rickart. Owner: Vas Vasilevski; Rep: Alex Panik. The DRC reviewed this application with the following comments: General Engineering: 1 , 1. Site plan very difficult to read, please separate into site, drainage and utility plans. 2. Submit complete application for vacation of easement. Contact Steve Doherty at 727.562.4773 or Room #220 at the Municipal Services Building. All of the above to be addressed prior to CDB. The following to be addressed prior to building permit: 1. Any new concrete driveway apron(s) constructed within the right-of-way shall be a. minimum 6" thick fibrous concrete, and a minimum 3000 psi with 6" x 6" / 10 x 10 w.w.m. 2. Sidewalks and sidewalk ramps adjacent to or a part of the project shall be designed and constructed consistent with City of Clearwater Contract Specifications and Standards Index #109, including the A.D.A. (Truncated domes per D.O.T. Index #304.) General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1 . No Issues Fire: Development Review Agenda -Thursday, September 1, 2005 - Page 18 ***PLEASE NOW** REVIEW AND APPROVAL BY THE AWRITY HAVING JURISDICTION SHALL NOT RELEIVE THE APPLICANT OF THE RESPONSIBILITY OF COMPLIANCE WITH THE FLORIDA FIRE PREVENTION CODE 2004 EDITION. PLEASE INCLUDE FLORIDA FIRE PREVENTION CODE-2004 EDITION IN YOUR SUMMARY OF CODES. NOTE - Please cloud any/all changes on the plans before returning them for re-review. - Provide a response letter listing the responses to comments, and giving the location of the correction on the plans. 2. Show location of fire hydrant for fire fighting use at entrance. Must be within 300' of most remote access to building. PRIOR TO CDB 3 . Driveway entrance must be a minimum of 24' wide at it's narrowest point with a 30' turning radius for fire apparatus. PRIOR TO CDB 4. What is the occupancy of this building in accordance with NFPA 101? Storage, Business, Industrial or a Mixed occupancy with which uses? PRIOR TO CDB 5 . Provide turn around for fire apparatus in accordance with NFPA 1. Must be culdesac with 50' turning radius, T-Turn or Y-Turn to accommodate 48' fire apparatus. PRIOR TO CDB Harbor Master: No Comments Legal: No Comments Land Resources: 1 . Show to be preserved the two Oaks, actually Hickories, with there canopies on the west property line. Hickories are deciduous and may have appeared to be dead at the time of the survey. Revise prior to building permit Landscaping: No Comments Parks and Recreation: No issues - vacant land, less than one acre. Stormwater: 1 Before CDB: 1) City drainage criteria requires use of 1 hour TC and the corresponding intensity value of 3.7 (for a 25 year event with positive outfall) when utilizing the rational method. 2) Pre-post calcs are supposed to attenuate the difference between pre and post C values (0.77-0.31). 3) Pre Q shown in report is listed as 1.95 CFS. Please revise based on comments 1 and 2 and modify design. For details see page 5 and 6 of the City drainage criterea available online at http : //www.myclearwater. com/gov/depts/pwa/engin/envirostorm/stonnwater/stormdrainagedesi gncriteria. asp Before building permit: 1) PVC pipe required to meet City standards (Contech 2000 or Blue Brute). Solid Waste: 1 . Need un-obstructed access to dumpster. Traffic Engineering: 1 . 1. Provide site distance triangles per Community Development Code Section 3-904. The above to be addressed prior to CDB. Planning: General note: Transportation Impact Fees to be paid prior to a C.O.. Development Review Agenda -Thursday, September 1, 2005 - Page 19 I . Pursuant to Sectiol of the Flexible Development Application, thee plan shall depict all required sight visibility triangles. 08/19/05: The site visibility triangles depicted do not meet with the requirements of Section 3-904. 2. Pursuant to Section H of the Flexible Development Application, the landscape plan shall delineate and dimension all required perimeter landscape buffers. 08/19/05: This comment has not been addressed with the revisions. 3 . Pursuant to Section H of the Flexible Development Application, the landscape plan shall depict all sight visibility triangles. 08/19/05: The site visibility triangles depicted do not meet with the requirements of Section 3-904. 4. Pursuant to Section H of the Flexible Development Application, a Comprehensive Landscape Program Application is required to be submitted as the development request is seeking to reduce the required landscape buffer along the south side of the property. 08/19/05: The cover letter accompanying the revisions can not substitute for the Comprehensive Landscape Program application. A Comprehensive Landscape Program application must be submitted in ite entirety and deemed complete prior to the development proposal proceeding before the CDB. Please ensure that the application clearly and specifically identifies any/all elements to which deviations are sought. Pursuant to Section I of the Flexible Development Application, building elevation plans are required with Comprehensive Infill Redevelopment Projects. Building elevation drawings shall depict all sides of all buildings including height dimensions, colors and materials. Also reduces building elevations shall be provided in black/white and as a color rendering. 08/19/05: No architectural elevations were submitted with the revised plans. Architectural elevations must be submitted and deemed sufficient prior to the development proposal proceeding before CDB. 6. Pursuant to Section 3-1204.1), all landscaping is to be protected from vehicular and pedestrian traffic by the installation of curbing along the perimeter of any landscape areas adjoining vehicular use areas or sidewalks. No such curbing has been proposed at the following locations: (a) along the south side of the parallel parking spaces; (b) at the west end of the drive aisle along the south side of the building; (c) at the north end of the parking area along the east side of the building; (d) along the north side of the three foot wide concrete sidewalk along the north side of the building; and (e) along the five foot wide foundation planting area. 7. Provide a floor plan for the proposed building. The floor plan should clearly delineate the uses of each area. 8 . How are the overhead doors intended to be utilized in correlation with the development. 9. Depict the turning movements necessary for vehicles to ingress/egress the proposed loading space. 10. How is recycling proposed to be accommodated? Consider modifying the refuse enclosure to provide an area for recyclables. 11 . Identify the location of all proposed light fixtures on the site plan. 12 . The site plan depicts an "LP" within the drive aisle directly north of the refuse enclosure. Identify what "LP" means and relocate it outside of the drive aisle as necessary. 13 . Identify the material of the swing gate. 14 . Sheet 4 of 5 contains two dumpster enclosure details. Revise the sheet to include only one. 15 . The 9,600 square foot warehouse building at the standard parking ratio of 1.5 parking spaces per 1,000 square feet of gross floor area requires 15 parking spaces. The development proposal, however, only provides 14 parking spaces. An additional parking space must be provided or the building square footage will need to be reduced accordingly. 16. Provide the turning radii necessary for vehicles westbound on the proposed east-west drive aisle to access the parallel parking spaces along the the south side of the property. Development Review Agenda -Thursday, September 1, 2005 - Page 20 17 . The landscape plaVenotes that the existing building encroaching *he subject property at the northwest corner will be removed. However, the landscape plan also provides landscaping as if the building will remain as it exists. Revise the landscape plan to correct these conflicting statements. 18 . The site plan must be revised to address the encroachment of the building at the northwest corner of the property. 19 . The site plan and landscape plan depict an existing six foot high chainlink fence along the north and west sides of the property. This fence will need to be removed and notations to this effect provided on the plans. 20. Identify the locations of all proposed mechanical equipment and the means by which it is proposed to be screened from view from the adjacent right-of-way. 21 . Provide a roof plan for the building. 22 . Is any mezzanine space proposed within the building? If so, then provide a floor plan for this area and incorporate the square footage into the applicable site calculations. 23 . Dimension the setback from the north property line to the northernmost edge of the extended handicap access panel. It is noted that the application does not include a request to reduce the required 15 foot side (north) setback and the application will need to be amended. 24. Dimension the setback from the south property line to the southernmost edge of the pavement for the loading zone/dumpster pad. It is noted that the application does not include a request to reduce the required 15 foot side (south) setback and the application will need to be amended. 25 . It is noted that pursuant to Section 2-1303.T.2, all activities associated with the use of the proposed parcel for development shall be conducted within completely enclosed buildings. 26 . It is noted that pursuant to Section 2-1303.T.3, all outdoor storage of goods, materials and products shall be in compliance with the provisions of Section 2-1303.F. 27. Are the six bays intended for individual occupation be seperate businesses? 28 . The site plan depicts a wood fence along the south side of the property. Is this fence to remain? 29. The development proposal does not include any screening/buffering of the loading area from the abutting railroad right-of-way. 30 . Is the subject property proposed to be gated? 31 . The response to General Applicability criterion #1 does not address how the development proposal is in harmony with the scale, bulk, coverage, density and character of the adjacent properties. Further, the surrounding area is not wholly industrial in nature as the adjacent properties to the north are zoned residentially. 32 . The response to General Applicability criterion #2 simply restates the criterion and does not indicate how the criterion is achieved in detail as per the application. 33 . The response to General Applicability criterion #3 simply restates the criterion and does not indicate how the criterion is achieved in detail as per the application. 34. Revise the response to General Applicability criterion #6 to address how the development minimizes adverse hours of operation impacts on the adjacent residential properties. 35 . The response to Comprehensive Infill Redevelopment Project criterion #1 does not address the criterion. Provide a revised response. 36 . The response to Comprehensive Infill Redevelopment Project criterion #4 does not address how the proposed warehouse use is compatible with the adjacent residential land use. 37. The response to Comprehensive Infill Redevelopment Project criterion #7 does not address how the design of the project creates a form and function that enhances the, community character and the City as a whole. 38 . The response to Comprehensive Infill Redevelopment Project criterion #8 does not address the setback reductions to the north and south sides of the property. Further, the response does not address benefits to community character. Additionally, the reduction to the five foot landscape buffer is relevent to the Comprehensive Landscape Program application not the Comprehensive Infill Redevelopment Project application. 39 . Provide a revised response to Comprehensive Infill Redevelopment Project criterion #9 as the development proposal does not meet its parking requirement. 40. Provide a copy of a recorded Unity of Title for the lots making up the subject property prior to the issuance of any building permit. Other: No Comments Notes: This application has been deemed insufficient to proceed before the Community Development Board (CDB). Please submit revised plans and application package on or before Noon, September 30, 2005, for review by the DRC on November 11, 2005. Development Review Agenda -Thursday, September 1, 2005 - Page 21 i Aug. 29 2005 09:31AM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 99344179 Aug.29 09:27AM 03'22 SND 05 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX C435-73297. 0 CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 TEL: (727) 562-4567 FAX: (727) 562-4865 0 Clearwater FACSIMILE COVER SHEET Date: August 29, 2005 To: Alex Panik, (727) 934-4179 From: Robert G. Tefft, Planner III Re: FLD2005-06055 / 600 Pennsylvania Avenue Number of Pages Including Cover Sheet: 5 Comments: Please find attached the DRC conditions associated with your project for the meeting of September 1, 2005. "Please confirm receipt via e-mail at: robert.tefft(a?naycleanvater•.cont ** ** Visit the Planning Department online at www.myclearwater.com ** • CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 TEL: (727) 562-4567 FAx: (727) 562-4865 E Clearwater 0 Z: FACSIMILE COVER SHEET Date: August 29, 2005 To: Vas Vasilevski, (727) 581-3207 From: Robert G. Tefft, Planner III Re: FLD2005-06055 / 600 Pennsylvania Avenue Number of Pages Including Cover Sheet: 5 Comments: Please find attached the DRC conditions associated with your project for the meeting of September 1, 2005. ** Please confirm receipt via e-mail at: robert.te(Likllniyclear-vi,ater.coni ** ** Visit the Planning Department online at www.myclearwater.coin ** i Aug. 29 2005.08:22AM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 95813207 Aug.29 08:20AM 02'07 SND 05 OK i TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL.1-800-HELP-FAX (435-7329). i I 0 • LONG RANGE PLANNING DEVELOPMENT REVIEW July 6, 2005 Mr. Vas Vasilevski 3561 Landmark Trl Palm Harbor, FL 34684 CITY OF C LEARWATE R PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 RE: FLD2005-06055 -- 600 Pennsylvania Avenue -- Letter of Incompleteness Dear Mr. Vasilevski: The Planning Staff has entered your application into the Department's filing system and assigned the case number FLD2005-06055. After a preliminary review of the submitted documents, staff has determined that the application is incomplete with the following comments: 1. Pursuant to Section E of the Flexible Development Application, the applicant is required to acknowledge stormwater plan requirements and initial as to whether a stormwater plan is being provided or is not required and an explanation narrative has been attached. 2. Pursuant to Section G of the Flexible Development Application, the site plan shall depict all required setbacks. 3. Pursuant to Section G of the Flexible Development Application, the site plan shall depict all required sight visibility triangles. 4. Pursuant to Section G of the Flexible Development Application, the site data table shall include land area is square feet and acres. 5. Pursuant to Section G of the Flexible Development Application, the site data table shall include the gross floor area devoted to each use. It is noted that the site data table denotes 9,600 square feet of warehouse floor area; however the application states that the use is office/warehouse. How much of the floor area is to be used as office? Please revise as necessary. 6. Pursuant to Section G of the Flexible Development Application, the site data table shall include building and structure heights. 7. Pursuant to Section H of the Flexible Development Application, the landscape plan shall delineate and dimension all required perimeter landscape buffers. 8. Pursuant to Section H of the Flexible Development Application, the landscape plan shall depict all sight visibility triangles. 9. Pursuant to Section H of the Flexible Development Application, the landscape plan shall delineate and dimension all parking areas including landscaping islands and curbing. 10. Pursuant to Section H of the Flexible Development Application, a Comprehensive Landscape Program Application is required to be submitted as the development request is seeking to reduce the required landscape buffer along the south side of the property. 11. Pursuant to Section I of the Flexible Development Application, building elevation plans are required with Comprehensive Infill Redevelopment Projects. Building elevation drawings shall depict all sides of all BRIAN J. AUNGST, MAYOR FRANK HIBBARD, VICE MAYOR HOYT HAMILTON, COUNCIIAfLNIRCR BILL JONSON, COUNCIL.MEMBER ® CARLEN A. PETERSEN, COUNCIL9fENIHER "EQUAL EMPLOYMENT AND AFFIRMATIVE AC-I'ION EMPLOYER • • buildings including height dimensions, colors and materials. Also reduced building elevations shall be provided in black/white and as a color rendering. 12. Pursuant to Section K of the Flexible Development Application, acknowledgement of traffic impact study requirements is necessary. Section 4-202 of the Community Development Code states that if an application is deemed incomplete the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by Noon, Monday, July 11, 2005. If you have any questions, please do not hesitate to contact me at (727) 562-4539 or at robert.tefft(a-)myclearwater.com. Sincerely yours, W? Robert G. Tefft Planner III Letter oflncompleteness - FLD2005-06055 - 600 PENNSYLVANIA AVE 0 • Jul. 07 2005 07:59AM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 99344179 Ju1.07 07:57AM 01'51 SND 03 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-BOO-HELP-FAX C435-7329). • CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 TEL: (727) 562-4567 FAx: (727) 562-4865 • LL , Clearwater U FACSIMILE COVER SHEET Date: July 6, 2005 To: Alex Panik, (727-934-4179) From: Robert G. Tefft, Planner III Re: 600 Pennsylvania Avenue / Vaski Services / FLD2005-06055 Number of Pages Including Cover Sheet: 3 Comments: ** Please confirm receipt via e-mail at: robert.teff @tnycleanvater.cons ** ** Visit the Planning Department online at www.nihclearwater.com ** Jul. 06 2005 10:41AM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 95813207 Jul.06 10:40AM 01'07 SND 03 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX C435-7329). 0 0 CITY OF CLEARWATER LL , PLANNING DEPARTMENT ° Clearwater 100 SOUTH MYRTLE AVENUE ~ CLEARWATER, FLORIDA 33756 U TEL: (727) 562-4567 FAX: (727) 562-4865 FACSIMILE COVER SHEET Date: To: From: Re: July 6, 2005 Vas Vasilevski, (727-581-3207) Robert G. Tefft, Planner III 600 Pennsylvania Avenue / FLD2005-06055 Number of Pages Including Cover Sheet: 3 Comments: ** Please confirm receipt via e-mail at: robert.teLttnmyclearwater.com ** ** Visit the Planning Department online at www.myClearwater.conz ** 1.1.05 am Case Number: FLD2005-06055 -- 600 PENNSYLVANIA AVE Owner(s): Vas Vasilevski 3561 Landmark Trl Palm Harbor, Fl 34684 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Location: 0.74 acre parcel located on the west side of Pennsylvania Avenue, approximately 107 feet south of Eldridge Street. Atlas Page: 278A Zoning District: IRT, Industrial, Research and Technology Request: Proposed Use: Flexible Development approval for a 9,600 square foot warehouse development within the Industrial, Research and Technology (IRT) District as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2-704.C, with a reduction to the side setback from to the landscape buffer along the south side of the property from 10' to 5' (to existing pavement), a reduction to the landscape buffer along the east from five feet to zero feet (to existing pavement), a reduction to the landscape buffer along the west from five feet to zero feet (to existing pavement), a reduction to the landscape buffer along the north from 10 feet to five feet (to existing pavement) and a reduction to interior landscape area from 10 percent to 7.4 percent, as a Comprehensive Landscape Program, under the provisions of Section 3-1202.G. Wholesale/distribution/warehouse facility Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33761 2544 Frisco Drive TELEPHONE: 727-725-3345, FAX: No Fax, E-MAIL: Djw@gte.net Neighborhood Drew And Plaza Park Association(s): Clearwater, Fl 33755 908 Drew Street TELEPHONE: 443-0737, FAX: No Fax, E-MAIL: davidgricelaol.com Neighborhood North Greenwood Association, Inc. Association(s): Clearwater, Fl 33755 1201 Douglas Road TELEPHONE: 560-4382, FAX: No Fax, E-MAIL: WADENWADE@AOL.COM Presenter: Robert Tefft, Planner III Attendees Included: City Staff: Robert Tefft, Neil Thompson, Scott Rice, Lenny Rickart. Owner: Vas Vasilevski; Rep: Alex Panik. The DRC reviewed this application with the following comments: General Engineering: 1 , 1. Site plan very difficult to read, please separate into site, drainage and utility plans. 2. Submit complete application for vacation of easement. Contact Steve Doherty at 727.562.4773 or Room #220 at the Municipal Services Building. 3. Additional comments may be forthcoming based upon the response to the above comments. All of the above to be addressed prior to CDB. The following to be addressed prior to building permit: 1. It is apparent from the plan that individual units are proposed to be developed within the building. Separate sewer and water impact fees will need to be paid prior to issuance of a building permit for the individual unit build-outs if this is the case. 2. Any new concrete driveway apron(s) constructed within the right-of-way shall be a minimum 6" thick fibrous concrete, and a minimum 3000 psi with 6" x 6" / 10 x 10 w.w.m. 3. Sidewalks and sidewalk ramps adjacent to or a part of the project shall be designed and constricted consistent with City of Clearwater Contract Specifications and Standards Index 9109, including the A.D.A. (Truncated domes per D.O.T. Index #304.) General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1 . No Issues Development Review Agenda - Thursday, September 1, 2005 - Page 17 Fire: I . ***PLEASE NOTE*** REVIEW AND APPROVAL BY THE AUTHORITY HAVING JURISDICTION SHALL NOT RELEIVE THE APPLICANT OF THE RESPONSIBILITY OF COMPLIANCE WITH THE FLORIDA FIRE PREVENTION CODE 2004 EDITION. PLEASE INCLUDE FLORIDA FIRE PREVENTION CODE-2004 EDITION IN YOUR SUMMARY OF CODES. NOTE - Please cloud any/all changes on the plans before returning them for re-review. - Provide a response letter listing the responses to comments, and giving the location of the correction on the plans. 2. Show location of fire hydrant for fire fighting use at entrance. Must be within 300' of most remote access to building. PRIOR TO CDB 3 . Driveway entrance must be a minimum of 24' wide at it's narrowest point with a 30' turning radius for fire apparatus. PRIOR TO CDB 4. What is the occupancy of this building in accordance with NFPA 101? Storage, Business, Industrial or a Mixed occupancy with which uses? PRIOR TO CDB 5 . Provide turn around for fire apparatus in accordance with NFPA 1. Must be culdesac with 50' turning radius, T-Turn or Y-Turn to accommodate 48' fire apparatus. PRIOR TO CDB Harbor Master: No Comments Legal: No Comments Land Resources: I , Show to be preserved the two Oaks, actually Hickories, with there canopies on the west property line. Hickories are deciduous and may have appeared to be dead at the time of the survey. Revise prior to building permit Landscaping: No Comments Parks and Recreation: I . No issues - vacant land, less than one acre. Stormwater: I . Before CDB: 1) City drainage criteria requires use of I hour TC and the corresponding intensity value of 3.7 (for a 25 year event with positive outfall) when utilizing the rational method. 2) Pre-post calcs are supposed to attenuate the difference between pre and post C values (0.77-0.31). 3) Pre Q shown in report is listed as 1.95 CFS. Please revise based on comments 1 and 2 and modify design. For details see page 5 and 6 of the City drainage criterea available online at http://www.myclearwater. com/gov/depts/pwa/engin/envirostorm/stormwater/stormdrainagedesi gncriteria.asp Before building permit: 1) PVC pipe required to meet City standards (Contech 2000 or Blue Brute). Solid Waste: I . Need un-obstructed access to dumpster. Traffic Engineering: I , 1. Provide site distance triangles per Community Development Code Section 3-904. The above to be addressed prior to CDB. General note: Transportation Impact Fees to be paid prior to a C.O.- Planning: Development Review Agenda - Thursday, September 1, 2005 - Page 18 1 . Pursuant to Section G of the Flexible Development Application, the site plan shall depict all required sight visibility triangles. 08/19/05: The site visibility triangles depicted do not meet with the requirements of Section 3-904. 2. Pursuant to Section H of the Flexible Development Application, the landscape plan shall delineate and dimension all required perimeter landscape buffers. 08/19/05: This comment has not been addressed with the revisions. 3 . Pursuant to Section H of the Flexible Development Application, the landscape plan shall depict all sight visibility triangles. 08/19/05: The site visibility triangles depicted do not meet with the requirements of Section 3-904. 4 . Pursuant to Section H of the Flexible Development Application, a Comprehensive Landscape Program Application is required to be submitted as the development request is seeking to reduce the required landscape buffer along the south side of the property. 08/19/05: The cover letter accompanying the revisions can not substitute for the Comprehensive Landscape Program application. A Comprehensive Landscape Program application must be submitted in ite entirety and deemed complete prior to the development proposal proceeding before the CDB. Please ensure that the application clearly and specifically identifies any/all elements to which deviations are sought. Pursuant to Section I of the Flexible Development Application, building elevation plans are required with Comprehensive Infill Redevelopment Projects. Building elevation drawings shall depict all sides of all buildings including height dimensions, colors and materials. Also reduces building elevations shall be provided in black/white and as a color rendering. 08/19/05: No architectural elevations were submitted with the revised plans. Architectural elevations must be submitted and deemed sufficient prior to the development proposal proceeding before CDB. 6. Pursuant to Section 3-1204.1), all landscaping is to be protected from vehicular and pedestrian traffic by the installation of curbing along the perimeter of any landscape areas adjoining vehicular use areas or sidewalks. No such curbing has been proposed at the following locations: (a) along the south side of the parallel parking spaces; (b) at the west end of the drive aisle along the south side of the building; (c) at the north end of the parking area along the east side of the building; (d) along the north side of the three foot wide concrete sidewalk along the north side of the building; and (e) along the five foot wide foundation planting area. 7. Provide a floor plan for the proposed building. The floor plan should clearly delineate the uses of each area. 8 . How are the overhead doors intended to be utilized in correlation with the development. 9 . Depict the turning movements necessary for vehicles to ingress/egress the proposed loading space. 10 . How is, recycling proposed to be accommodated? Consider modifying the refuse enclosure to provide an area for recyclables. I 1 . Identify the location of all proposed light fixtures on the site plan. 12 . The site plan depicts an "LP" within the drive aisle directly north of the refuse enclosure. Identify what "LP" means and relocate it outside of the drive aisle as necessary. 13 . Identify the material of the swing gate. 14 . Sheet 4 of 5 contains two dumpster enclosure details. Revise the sheet to include only one. 15 . The 9,600 square foot warehouse building at the standard parking ratio of 1.5 parking spaces per 1,000 square feet of gross floor area requires 15 parking spaces. The development proposal, however, only provides 14 parking spaces. An additional parking space must be provided or the building square footage will need to be reduced accordingly. 16. Provide the turning radii necessary for vehicles westbound on the proposed east-west drive aisle to access the parallel parking spaces along the the south side of the property. Development Review Agenda - Thursday, September 1, 2005 - Page 19 .• 17 . The landscape plan denotes that the existing building encroaching onto the subject property at the northwest corner will be removed. However, the landscape plan also provides landscaping as if the building will remain as it exists. Revise the landscape plan to correct these conflicting statements. 18 . The site plan must be revised to address the encroachment of the building at the northwest corner of the property. 19. The site plan and landscape plan depict an existing six foot high chainlink fence along the north and west sides of the property. This fence will need to be removed and notations to this effect provided on the plans. 20. Identify the locations of all proposed mechanical equipment and the means by which it is proposed to be screened from view from the adjacent right-of-way. 21 . Provide a roof plan for the building. 22. Is any mezzanine space proposed within the building? If so, then provide a floor plan for this area and incorporate the square footage into the applicable site calculations. 23 . Dimension the setback from the north property line to the northernmost edge of the extended handicap access panel. It is noted that the application does not include a request to reduce the required 15 foot side (north) setback and the application will need to be amended. 24. Dimension the setback from the south property line to the southernmost edge of the pavement for the loading zone/dumpster pad. It is noted that the application does not include a request to reduce the required 15 foot side (south) setback and the application will need to be amended. 25 . It is noted that pursuant to Section 2-1303.T.2, all activities associated with the use of the proposed parcel for development shall be conducted within completely enclosed buildings. 26 . It is noted that pursuant to Section 2-1301T.3, all outdoor storage of goods, materials and products shall be in compliance with the provisions of Section 2-1303.F. 27. Are the six bays intended for individual occupation be seperate businesses? 28 . The site plan depicts a wood fence along the south side of the property. Is this fence to remain? 29 . The development proposal does not include any screeningibuffering of the loading area from the abutting railroad right-of-way. 30 . Is the subject property proposed to be gated? 31 . The response to General Applicability criterion #1 does not address how the development proposal is in harmony with the scale, bulk, coverage, density and character of the adjacent properties. Further, the surrounding area is not wholly industrial in nature as the adjacent properties to the north are zoned residentially. 32 . The response to General Applicability criterion #2 simply restates the criterion and does not indicate how the criterion is achieved in detail as per the application. 33 . The response to General Applicability criterion #3 simply restates the criterion and does not indicate how the criterion is achieved in detail as per the application. 34. Revise the response to General Applicability criterion #6 to address how the development minimizes adverse hours of operation impacts on the adjacent residential properties. 35 . The response to Comprehensive Infill Redevelopment Project criterion #1 does not address the criterion. Provide a revised response. 36 . The response to Comprehensive Infill Redevelopment Project criterion #4 does not address how the proposed warehouse use is compatible with the adjacent residential land use. 37 . The response to Comprehensive Infill Redevelopment Project criterion #7 does not address how the design of the project creates a form and function that enhances the community character and the City as a whole. 38 . The response to Comprehensive Infill Redevelopment Project criterion #8 does not address the setback reductions to the north and south sides of the property. Further, the response does not address benefits to community character. Additionally, the reduction to the five foot landscape buffer is relevent to the Comprehensive Landscape Program application not the Comprehensive Infill Redevelopment Project application. 39 . Provide a revised response to Comprehensive Infill Redevelopment Project criterion #9 as the development proposal does not meet its parking requirement. 40. Provide a copy of a recorded Unity of Title for the lots making up the subject property prior to the issuance of any building permit. Other: No Comments Notes: This application has been deemed insufficient to proceed before the Community Development Board (CDB). Please submit revised plans and application package on or before Noon, September 30, 2005, for review by the DRC on November 11, 2005. Development Review Agenda - Thursday, September 1, 2005 - Page 20 Set 14' Iryc LB 17243 5. R R? I Stay Wood Fame 5.3Q FO b 00 a I stay - Core Blot Cam,nxd r I Wood Oak I I I I I I I I I I Lot 10 Lot 7 Lot 6 I I I I I 4 Of 5.3a S. 11 bock Came I"d w" I No Id 13 fn Ntrl Lot 2 I Lot I 00 I I ?? II I ?? FCM ? Pd Ad. 902W 902.00 I Z 4k4 1 Na9'581GW 3020a(M) z . :y; ' ; I Gas 8 .6Cone4Vplf ,, 3:0,.0 O2N 'Lot 9 lot 8 Lot 5 I I 14.7 es lot 3 - a Blo k I I ' Block 1 1 Block 1 I l lock 1. G W11 / cnelP.dmg /. G!i Pdbq S .. ?0`t I . .1;. Nnndorwd Of " Esx 500 :. r / .+ 665 . ` , .10 Wry Eoxmert . F ` ti l a I ` Ca¢WaY I - --- lo an . k ed ? '7777. /. cant Pad ? .: uy e ' ' 69 za I ? I { JvtA ?? A . .. I } ` Ekxk I I ? R I , L'q Pde' z77o ?? N 15tory 7.40 . I . t Conc Block L frame . . Commercial I g zo.r, GOO Penn5ylvana Avenm North 7.30 m •?? .iCae Pad 110.34 FCM l / 4' R 4' G' Of 0.70 N LEGAL DESCRIPTION: LOT(5) 3, 4, 5, 8, 9 TOGETHER WITH THE 10.00 FOOT VACATED ALLEY ADJOINING ON THE WE5T, BLOCK 1 1, FINE CRE5T, ACCORDING TO THE PLAT THEREOF, A5 RECORDED IN PLAT BOOK 1, PAGE GG OF THE PUBLIC RECORD5 OF PINELIA5 COUNTY, FLORIDA. BASIS OF BEARING: BA515 OF BEARING, THE WE5T RIGHT-OF-WAY LINE OF PENN5YLVANIA AVENUE: A55UMED 13EARJNG: N00a00'00"W., DUE TO NO PLAT BEARING5. -18 SURVEYORS Prover Pok 19.44 I 0 5 1 =' • I' Cala e < 0 '??• t 0 5 ;I aN l?9 I ?I ' I Casa • ?, D%- Power Pol. 569°5902'E 302.00 N) Bldg Car PSM t Iry. Bldg la 589'5902rt 301.87' (N) 0.13' 5. PCM rv 0.13' N. 6 0.4 F- Ratrcad Trrb 4w4' NOTES: 1. THI5 SURVEY WA5 CONDUCTED WITHOUT BENEFIT OF A TITLE 5EARCH. THEREFORE THERE MAY BE EA5EMENT5, RIGHT-OF-WAYS, 5ET13ACK UNE5, AGREEMENT5, RE5ERVATION5, RE5TRICTION5, OR OTHER 51MILAR MATTERS OF PUBLIC RECORD5 NOT REFLECTED IN TH15 5URVEY. 2. NO UNDERGROUND UTIUTIE5, UNDERGROUND ENCROACHMENT5 OR BUILDING FOUNDATION5 WERE MEASURED OR LOCATED A5 PART OF THI5 5URVEY, TREE5 AND 5HRUB5 WERE NOT LOCATED UNLE55 OTHERWI5E 5HOWN. 3. REV1510N: ADDITION OF LOT5 3, 8, 9, AND THE WE5T V2 OF THE VACATED ALLEY, BLOCK 1 1. 9/12/03 2601 9th Avenue North 5t Petersburg, Fonda. 33713 Phone: 727.647.7984 Fax: 727.323.9567 LB / 7243 FI nnn PI AIN- 19.20 PER THE FEDERAL INSURANCE ADMINI5TRATION FLOOD IN5URANCE RATE MAP, COMMUNITY NUMBER 125096, PANEL 0008 D. SUBJECT PROPERTY APPEAR5 TO l1E WITHIN FLOOD ZONE "X" A5 REFERENCED TO THE FIRM (FLOOD IN5URANCE RATE MAP) MAP, CITY OF CLEARWATER, PINELLA5 COUNTY, FLORIDA. AUGUST 19, 1991. CERTIFIED TO: VAS d JUDITH VA5LEV5KI CHICAGO TITLE INSURANCE COMPANY A BOUNDARY SURVEY OF LOT 3, 4,5, B, 9, AND THE VACATED 10.00' ALLEY, BLOCK 11, PINE CREST - PINELLAS COUNTY 9 15 O JOB0307 NUMBER REVI 110NS 1 10 29 SECTIION TOWNSHIP I RAN E I SCALE- ?,a• G-) e1?e E 9 ( IN FEET) I Inch = 40ft. LEGEND: (D) DEED (M) MEASURED FD FOUND ID IDENTIFICATION IR IRON ROD IF IRON PIPE YC YELLOW CAP CONC CONCRETE COP, CORNER CUP CHAIN LINK FENCE P5M PROFE55IONAL 5URVEYOR Z MAPPER FCM FOUND CONCRETE MONUMENT BLDG BUILDING ENCR ENCROACHMENT OHE OVERHEAD ELECTRIC LB UCEN5ED BU51NE55 q CENTERLINE THIS SURVEY 15 NOT VALID WITHOUT THE 51GNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA UCEN5ED SURVEYOR AND MAPPER zz?' JOHN W. 57' N, P.5.M. FLORIDA 5URVEYOR5 REGI5TRATION NO. 6312 FIELD DATE DRAWN BY I FILE NAME 9/12/03 SW 03019 LOT 3-4 BLK 11 SHEET 1 OF 1 Sve. i. a ;« ?u+e(c.:al -, e„, ----i-a P<dj o-' Block Cara Pd Ir I I No Id I I i 'I e? ? ON Lot 2 Lot 1 '84", Lot 10 Lot 7 I Lot G I 0 I ? 4,CH 91 P I I I Set V11ryc 5.38' 5. I I I PCM 07243 / I I I Fd kk N895902W 302.00(D) = 414 1 N89'581 GW 302,O01Tq o - x x . 1 168 9 ' . 6 Care'W;d - ': 3.;Q0 B. ?( ' W ' 6; ? 021 f 15toy 1 , t 8 L I i iz5 Lot 3 Lot 5 ?i. ? Wood Pr_ Lot 9 Block I o Block I I I. Block I I Block I{ '. .; II .CCda W ! a s Gnw:IP>Idng , { 00 i Abandoned % 53G 85 6 ..10 Alley Eawr¢rt .Abirdard B ?. . I p i Y .. Atlq eaoemt , :. ?? 1b 43 • , ? 00 A •.? 1000 Lu)k POfe Pa Ca,r: tots 69.28 n 'Block .l I I etc.. _ Y ? Cons Block ti ,. y ( y Camercd , 2770 l I. Lyk Pde' J ' 15tory 7.40 h I I 1 Con- Block E Frame III 1' Y Commercial b ama Avenue North l GOO P n en 5y v 20.77 7.30 I A - Wood Deck ?. ! 1 Car,c Pad ' 110.39 5W53021f 302.0(Y 1D) Bldg Car Set 1ryc 8 BMg C- 5895802'E 301,87 M 0.133' S. CM 1 FCM ' ' F PSM 0 6312 6 Wood Pence E 0.13' N. RkUd Trams' 414' q 6 CH 4 m 0.43' N. a 0.70N m - - - - _? ,, LEGAL DESCRIPTION: LOT(5) 3, 4, 5, 8, 9 TOGETHER WITH THE 10,00 FOOT VACATED ALLEY ADJOINING ON THE WE5T, BLOCK 1 1, FINE CRE5T, ACCORDING TO THE PLAT THEREOF, A5 RECORDED IN PLAT BOOK 1, PAGE GG OF THE PUBLIC RECORD5 OF PINELLA5 COUNTY, FLORIDA. BASIS OF BEARING: 13A515 OF BEARING, THE WE5T RIGHT-OF-WAY LINE OF PENN5YLVANIA AVENUE: A55UMED BEARING: NOOPOOVO"W., DUE TO NO PLAT BEARI NG5. SURVEYORS Power Pde 9.44 S • I .Cone Q ,3; ' Orr ' n ?r L b d 'I C Paler Ede ?? I I --------------------------------------------------- I NOTES: 1, THI5 5URVEY WA5 CONDUCTED WITHOUT BENEFIT OF A TITLE 5EARCH. THEREFORE THERE MAY BE FA5EMENT5, RIGHT-OF-WAYS, 5ETBACK UNE5, AGREEMENT5, RE5ERVATION5, RE5TRICTI0N5, OR OTHER 51MILAR MATTER5 OF PUBUC RECORD5 NOT REFLECTED IN TH15 5URVEY, 2. NO UNDERGROUND UTIUTIE5, UNDERGROUND ENCROACHMENTS OR BUILDING FOUNDATIONS WERE MEA5UKED OR LOCATED A5 PART OF TH15 5URVEY. TREE5 AND 5HRUB5 WERE NOT LOCATED UNLE55 OTHERWISE 5HOWN. 3, REV1510N: ADDITION OF LOT5 3, 8, 9, AND THE WE5T V2 OF THE VACATED ALLEY, BLOCK 1 1, 9/12/03 2601 9th Avenue North 5t Petersburg, Fonda. 33713 Phone: 727.647.7984 Fax: 727.323.9567 LB M 7243 FLOOD PLAIN: PER THE FEDERAL IN5URANCE ADMIN15TRATION FLOOD IN5URANCE RATE MAP, COMMUNITY NUMBER 125096, PANEL 0008 D. 5UBJECT PROPERTY APPEARS TO UE WITHIN FLOOD ZONE "r A5 REFERENCED TO THE FIRM (FLOOD IN5URANCE RATE MAP) MAP, CITY OF CLEARWATER, PINELLA5 COUNTY, FLORIDA. AUGU5T 19, 1991, CERTIFIED TO: VA5 4 JUDITH VA5LEVSYJ CHICAGO TITLE INSURANCE COMPANY A BOUNDARY SURVEY OF LOT 3, 4,5, B. 9, AND THE VACATED 10.00' ALLEY, BLOCK 11, PINE CREST - PINELLAS COUNTY C°-?•) W.? E ?ry 1 ( IN FEET ) I Inch = 40ft. LEGEND: (D) DEED (M) MEA5URED FD FOUND ID IDENTIFICATION IR IRON ROD IF IRON PIPE YC YELLOW CAP CONC CONCRETE COR CORNER CLF CHAIN LINK FENCE P5M PROFE5510NAL 5URVEYOR 4 MAPPER FCM FOUND CONCRETE MONUMENT BLDG BUILDING ENCR ENCROACHMENT OHE OVERHEAD ELECTRIC LB UCEN5ED BU51NE55 N: CENTERLINE THIS SURVEY 15 NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA UCEN5ED SURVEYOR AND MAPPER, JOHN W. 5T N, PS.M. FLORIDA 5URVEYOR5 REG15TRATION NO. 6312 I1 I REVISIONS SECTION TOWNSHIP RANGE SCALE FIELD DATE I DRAWN BY I FILE NAME JOB NUMBER 03079 1 10 29 S 15 E 1 "=40' 9/12/03 SW 03079 LOT 3-4 BlK 11 SHEET 1 OF 1 Sj,..C•ta.l4:y.:,d ;., ?.ee:&,.,x!«l ? ?o.w?wtc+al RepFtifw Lot 10 4' Of Set Nt IrW 5.38'9. LB #7243 -M I Stay wood Frn 53C e 6.89 N N 00 n 15t"y Co- Dtock lamicrow I I??I I 7.30 Woad Deok FCM 4•.4• GOf 0.70 N Lot 7 Lot 6 Lot 2 Fd Ad. N89.5902W 902,0001 N89•58 IGW 302.001M) Book Cara / 41 Fd WIr I No Id Ifl? m in Lot I OO 1'" I I I I I, ran I Pore I z z 4ka• _ . I . . . . 3005. ?/ ''.6Cor,eWtll ' 02NW • Lot 9 I .: It 8 I, :., Lot 5 47rs I Lot 3 / ",? ? ?. Block I I Block I I I' Block 11 8bck 11 f% a i rn?IPz4aq 6 I _. 'C Wrc wol ,'300 6rivNPaAmq ? ?. > D`? i AWrdoned .. ' i 10 AUey E..-t :Aydlfdard f / I. I 1 ..gr:at ;, f f Lax Pd { +-?1000? ,' Lqk Rak .. 4 wza ? .'. 7o 27 R I.. I { { Lak Pae I / / N I Story 7.4c 4 I Conc Block 4 Frame { Comr ercol l H 20- GOO Penn5ylwno Avenue NoRh - i n I tCorc rd ? n . 10.35 PSM t I'y. H Bldg la 589.5902- 01.? IM) d 0.13' N. 6' Wood Fe Tr+c1o N 0.43'N LEGAL DESCRIPTION: LOT(5) 3, 4, 5, 8, 9 TOGETHER WITH THE 10.00 FOOT VACATED ALLEY ADJOINING ON THE WE5T, BLOCK 1 1, FINE CRE5T, ACCORDING TO THE PLAT THEREOF, A5 RECORDED IN PUQ BOOK 1, PAGE GG OF THE PUBLIC RECORD5 OF PINEI.IA5 COUNTY, FLORIDA. BASIS OF BEARING: BA515 OF BEARING, THE WE5T RIGHT-OF-WAY LINE OF PENN5YLVANIA AVENUE: A55UMED BEARING: N00°00'00'W., DUE TO NO PLAT BEARING5. SURVEYORS NOTES: 1. THI5 5UKVEY WA5 CONDUCTED WITHOUT BENEFIT OF A TITLE 5EARCH. THEREFORE THERE MAY BE EA5EMENT5, RIGHT-OF-WAY5, 5ETBACK UNE5, AGREEMENT5, RE5ERVATION5, RE5TRICTION5, OR OTHER 51MILAR MATTERS OF PUBLIC RECORD5 NOT REFLECTED IN THI5 5URVEY. 2. NO UNDERGROUND UTIUTIE5, UNDERGROUND ENCROACHMENT5 OR BUILDING FOUNDATION5 WERE MEASURED OR LOCATED A5 PART OF THI5 5URVEY. TRF-5 AND 5HRUB5 WERE NOT LOCATED UNLE55 OTHERWI5E 5HOWN. 3. REVI510N: ADDITION OF LOT5 3, 8, 9, AND THE WE5T V2 OF THE VACATED ALLEY, BLOCK 1 1. 9/ 12/03 2601 9th Avenue North 5t Petersburg, Monda. 33713 Phone: 727.647.7984 Fax: 727.323.9567 LB # 7243 C1-r 1- 1 DC?rne . Power Pole 19.44' aa??o d N l9 Bldg Car J 30.0D 0.13'5.v Fan 8 Ea p 414• I I FLOOD PLAIN: PER THE FEDERAL IN5URANCE ADMIN15TRATION FLOOD IN5URANCE RATE MAP, COMMUNITY NUMBER 125096, PANEL 0008 D. 5UBJECT PROPERTY APPEARS TO UE WITHIN FLOOD ZONE X" A5 REFERENCED TO THE FIRM (FLOOD IN5URANCE RATE MAP) MAP, CITY OF CLEARWATER, PINELLA5 COUNTY, FLORIDA. AUGUST 19, 1991. CERTIFIED TO: VA5 4 JUDITH VASLEVSKI CHICAGO TITLE IN5URANCE COMPANY A BOUNDARY SURVEY OF LOT 3, 4,5, 8, 9, AND THE VACATED 10.00' ALLEY, BLOCK 11, PINE CREST - PINELLAS COUNTY C) N W '?a E ( IN FEET ) I Inch = 40tt. LEGEND: (D) DEED (M) MEA5URED FD FOUND ID IDENTIFICATION IR IRON ROD IP IRON FIFE YC YELLOW CAP CONIC CONCRETE COR CORNER CLF CHAIN LINK FENCE PSM PROFE5510NAL5URVEYORt MAPPER FCM FOUND CONCRETE MONUMENT BLDG BUILDING ENCR ENCROACHMENT OHE OVERHEAD ELECTRIC LB UCEN5ED 5U51NE55 ¢ CENTERLINE THIS SURVEY 15 NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED 5EAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOIN W. 9T N, P.S.M. FLORIDA 5URVEYOK5 KEG15TRATION NO. 6312 JOB NUMBER REVISIONS SECTION TOWNSHIP RANGE SCALE FF91ELD DATE I DRAWN BY I FILE NAME 03079 1 10 29 S 15 E 1 "=40' /12/03 SW 03079 LOT 3-4 BLN 11 SHEET 1 OF 1 S s:•?a «- L2 den a ctcia? ' i4r-it O IGMAL TITLE . . t l 1?.??? r ti ij IU 012CL5 VA SKI SERVICES 600 PENNS YL VA IV IA AVENUE • ,OCE? LEGAL DESCRIPTION: INDEX OF DRAWINGS: "? t - LOT(S) 3.4.5.8.9 TOGETHER WITH THE 10.00 FOOT VACATED ALLEY ADJOINING ON THE WEST. BLOCK I I. SHEET NO . 1 COVER SHEET p1A?{° PINE CREST. ACCORDING TO THE PLAT THEREOF. AS RECORDED F THE _ FL ORIDA. SHEET No. 2 $RISTINO CONDITIONS PLAN SHEET No. 9 SITE PLAN zs. . SHEET No. 4 MICE. CONSTRUCTION DETAILS ( SHEET No. 8 LANDSCAPE PLAN Q?oN6 1727 9 4 T ? 3 0 j S ?y lop`s( T ' Cv a c0 W N ? i C N s? ?g N. 1ARY?N I SECTION 10, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA. 0 co to M O7 ORIGINAL • 0 e ?e?e ? ? e e o ?t --------------------------------- ------------------------------------- sere so2.aa m) ce ?i •0!?r$ 902t er pq e 9 ! IU; 0. 2005 ,i 9 I non ? ?g I ii II II I ? s? I ss IATI .I ;? II II d° tar 10 O tar ...sr7 °/ olill %t _2 do ? ? ? e ? ' y? pgp ? I II II t .ec e21 ? I O O I ° uea`soDZw soz.oo lM i i Ne976'IGw 902.000.0 ? ? s ?: s fy i Y •L ?..>i .i ly M I o l .,'[]•'•A+s O ;,. 9 C?'•• .•:`Oe?„'e ? .v:. I 1 L3 oN , e ? ? , :. ii II II la<, 10 II ii e ?y ' ° , o•O y ? V O r°°. II e s x x d I ' .-A I .®i°Ogwe v` LOT9 BLOCKII m I 7.078 B1=11 SO- ? IATB BLOQCII .00, 7.OT3 I •.' or M lief II II Sac 9.of/ ? s : II u SB °I eo- e--?- f s .? .; II ? ! o.av f- ue __ or.?n Vj I I I l BI-k I '' ?on?v amcvu g3$ ' a g 2S % ,% B I ,r •.w IPO 9esro AN-NT Fl? ncrw.i ??? <?a :...-w.w.,m - t - N ? Wn .E s N IfYE f-N I .eoerRnw.unr I I .once w. n.v ------------ I I w. ein j LEGEND -er- "snNC m77rGaa2s EslsrouG MAW Q?,t 72x1 Sr. VAR SERVICES ` TEL f W802 FL 304M 5 PAM we ?.m. m i S9 row a ?G TwON ORIGINAL. i? I I k I I , Pg01 GRIP LINE , EXISTNC 1HEE LOT10 1007 i0l6 4d6Ir / L i \ ?yy pie nz°"`i '? ?R 'k° 4ei smar - .' gg l gg .YnnE'.roNaiE1E.:9°F H J? ?P PROPOSED BUILDING i ^^ BUILDING NT. 20' '?^3FIN. FL, ELEV. 25.10 ° - IN. ? I m?t•z I.I I I . ? I I I I ? I i ' ? I I xoD I I 311 w ?? i071 II II II . _ S Y lla J ?q i I H xs%qu / ;. IusrA SIJ. of NB9'59'021 302.00 ((D) 1' P-L W ER AANCE \ N69'SB'I6VJ 302.00' (1' ? $$ I o°o .? ? i? c I 1 MErEq vnrN en PRE ENTON DE CE PER CIrY SPECIFlCATGN o- ! ` f? r .'F ,°i ,? s"Lj•: ??,.®'. ; ?',,.; d'r a ?aoN•+'; °1? ' '70 oNrR?a?s,rtucr ii a loA a ?.. a a xLW ,rr ?? C I NStALL 15 LF. OF ' O A j1 m II r ?, II 12 PVC AT 200 S za o0 ? pp 1 24 ?? o E HW Pan 9.50,6605, o O : j { 2s xd • R ro II f ,. vaw oa' '?' y W wn ? n R E ..: •? B I r n+ x wr zau' 3 C xf.tf 2.- 20 21.1 I> % B NSTALL 26 LF a c UNOEPDgAIU wires _ a c rtri ztp T336 b 3z OP n ORIVEVUY ? _ ?pd pma A23 ? ]a u p psis (UPDaAY? A/ ?'}. 24.20 a• .ur. cug6 23.]6 I` ? $ O1 r 589'S9'02'E 302.00' ((D)) $BV59'02'E 3 D,' (M) n W ¢¢?? ?CLL.pI '?pr rLVx o t gyp a ?+?°tt } ? \ \ ar ,.?,. m'? ' I ?iov z Ewmuc cuP6 - " I to ..e x«. uei. xo.n I ~ p p \p `p \ t } I I - 1 I a - ?tev iz wF a we zt.v. . ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LEGEND i I ® Nrumx I.wwAL nla.. t 6• tr we x. xv. ?[ Z aauo..,a .L - A' 4446 1'= aAlE O ploc® wNE ev, r 1 4 t i N I's Q 1 2005 W L F a D PIRCFNE 2.ID ALL EIfv. .. APEp16ED,.ONINE W. MTIRA eaM01m,N: Aw?ONE FO0i0l. opENSIDns,wEAPPgoAIMA1E, wexe rorxioertrvEV-wnoowLCOxsmucraN. cNPwW - rocafnmN:,mNeruLL LOrwTeAU FAW,Rm ImLm6s. 4 'ALL Fk162M0 Yllm IOCAiNA,6 ARE AP oxw;,m TFNEP FPOY -Y ATAS 6HFfTa. 'ASdWIT FIEID INFOgbATON. TE CON,MCROP SNALL vpuFY TIE LOGrION a ALL FAISIIN(1 f1IHa. AxD 'IIIe1,IFe PamR TO CON8,iI000az. ORE 6AIrtAW 6EUH+6F)m?roeE wWmm BT Te Cm OF FAE.WwATFR.. ZA. e i AND rOPDOgAwlm6WiVEYBVJaeV W. fi,RacNMt P.SN DOFN6E Nau6Ea: ' OFFmFAVAREHO116E. a or ArnES ?x ,vl o s e Awn _6. T01 ?.sPFtS BEVhR 9zEY AW 6HLLl ACCOaWNCE V+rtN TO:.Giv OF ' a ru cwsraunmN,o eEw ACCOaourc Txe oa?ww auwrmge - ?. isx+osaN/wD rosEa?rJ Arrori. w roles oR sn,Anoxs scr°ENS ouawo coNSmticmN ro -0L sw WNTACT E a? E DF NE mm a a ?«6,a D -TPUS x01 CONCPEIE ACE 4A 6 (1DAafN YFt IPERV,Olr6y 3> W Ra r2k1 ,. { ppvY'm .. ,R,bsA 6F Ibs?j kDEWALUfi ( 1 ( 1 e.F ...____I,ulSYll.-..._....._.__._... , AmeF.; owe; Im.an te. usPACESPEP,.wosF.(w?w..l. 1 i??i4E8rytltbptlW16craxq. - ,e. I?wA Alm woewANSwP W,nl ,NE 6iANwAm -FOP oESwN Arm - OF WATErt, WA6,flwlERAMp RECIApe:O FAGLDY:B FpIPIxEW,6 CpUN1Y . e. PaDP611TY IIE6 WDNW CIDW zaF 2C ACCOadwO ro ROOD M6'UtuCE MR uAP u0. tx6660 PANEL gtO6:PE\16®oimOI: FCIfl1n5COtY: M1. RORM. +IMUlOY6E: 6,e6aA06F. iB.fW.00 x z=•rorngn-i?•?!?InrpvNUbn enwaz Cn'n0'Mwurp TPFE eawcAOEA AND EaoawN wN,aa MFASUgE6 MMn neMAR1 INrACr lrnouaNOln IrCnON OACIEwT W2O W FAezME ro ww,AW ne6E eAaatfipES Wlu q[sui w ?JFORCEF.a=..IrACna.NwwcN xAV n+auDernArlOru ANaoa PEiquraEVOU,wN. xx. -..an.ao pP. (imc of VSwnE LSE.ARav t,o1a009 F: ON811E EtFLTOCANp COWM,CATION64E8 WILL eF IAm6g6apyNn. D_ I YI?A?E?PE-a?aFPGRODrm WATF]i ,zARl6 AM NYDPAJIfe APE PEWiRED. IuET 6NZiL a wnALIEO. . - ...... _..U ?V W4ElLD, AND W SEPWCE Pg100. ro 60NB1PUCININ A6 PEP NFPA b1. CLFNWZCE60F 1 x' 1N FP01+, ' CF ?????zDF? ?Ee OF' TIE FWE xYptwt WTN A f CIFARANFE TO iNE PEw OF ilff NYDMN! APE ri. /'a? 6>E APPAMTU9 AOCE59 PNIDaro CONS1POCTgN. DPfF•A6E'ACA'AmwRL-OGE THE Jf2RWTN PcOW?iv. P'JmR i6, OEVELOPIBn OPpER E Na >Il.y1' ?HOr ? P VAS KI SERVICES AN WAem -3 1' = ZB MRYOER 'N ep <. W?1711W8R R. 3?1?/+.M ¢ Y 7°' A6-23? ® 5 0 SITE PLAN ??40 se P?JTE 1 A. TMP N ?n n? OPERATION AND MAINTENANCE INSTRUCTIONS 1, CUT 01155 WEEKLY AND REMOVE CLIPPING AND DEBRIS. 2- UNDERDRAIN TO BE FLUSHED WITH WATER ANNUALLY VIA THE CLEANOUT. 3. IF WATER REMAINS IN POND 36 HOURS AFTER A TED EVENT. FLUSH UNDERDRAIN. SUBSEQUENT TO FLUSHING AND TER DOES NOT DRAWDOWN. UNDERTAKE REPAIRS AND REPLACE UNDERD NECESSARY RAIN AND FILTER ]AND. IF . 4. VISUALLY INSPECT CONTROL STRUCTURE SUBSEQUENT TO A STORM EVENT TNICK SN-9T ROCK POND UNDERDRAIN DETAIL EO $0 OF scAtE I I• (TILT E9 C MIL '. MEL14 lINl11 ,; ... 0T' 0' UPIDEISDRAN WITH 90 MIL.lBR:R M vxe I ?I?' M ? f?.?rrcor•crtn ro • . T avE? _ KAV-4 `.uul. Aor BLOTTED DRAIN PIPE DETAIL C - C ?FmwliF?l .,.. -% 1]3?sPi'/'v ?Ow ire ? ?-Mi F?P OiRwEF ?" .... ' ? m PAMIc e B 6 a q.EV ATION SECT" IMIS' w., FMNA rDA - 1 WFT 11- F. ITMAP .1 TYPE Z SILT FENCE O PE. SWT FB..B ?T?? NO E W FFWCE TO W TYPE 8 ]ILT FENCE 'SO D CE TA CHART I. $HGET I OF 3 °R UR INSTALLATIONS AT T DRAINAGE owN D auciwES SWEET HEET 2 OF DF 5 eoICE PROTECTION " TYPE Z 6 CH 10 NOT DIM" - -RSR ARE TO IBE USED ATILMPLAND LOCATIOWAAID ]TURSCIT'EH FLOWING DIED AT PERUANENT BOWES OF WATER. SB.T FENCE APPLICATIONS F.D.O.T. INDEX NO. 102 CONCRETE DUMPSTER PAD ( MW. 4' THICK' Y' HIGH CONCRETE BLOCK 3500 P., 1 6'.6'x10• GAUGE ALL WRE MESH 2' - o- 6' BOLLARD I 12' - 0' 3' ABOVE, rT GRADE O NIGH CONCRETE BLOCK OR WOOD FENCE P R PSER CONCRETE Pl.". 6'BOLLARD PAD I MIN. 00 15.1. 1 6'o6'MO' GAUGE - W RE MESH DUMPSTER TO MEET CITY OF CLEARWATER 12' WIDE GATE CDOE WDEK NO.T01 TM AT , SINGLE-WIDTH DUMPSTER ENCLOSURE DYRI R I-P '.OYP.tRM FTP - 25 12 w/3rR TRRPA (im.) rre?KM?VAGCm/ImnoN pK?Aflm? ?l(I ?(y OILY WHITE EACI BLUE UCE ` A ' 13B R[ BACKGROUND EDUBOL A KT.S. ft >1K11 C A FED - EII --- K ---- - SERIEB PARKING BY L :TENS p WHITE BncrcceouxD DISABLED BLACK 5 a s^ u• b I I HITEGRDDND L 'Y 5 255 FINE I" sEWE3 BLACK SERIES 'C' ._? ISMOOTH LAYER OF-SS 'I 1/2' BORDER F.S. 318.14 8 J , POOFMO VAAE I I i WAND, GAR 6 I' LETTERS a 1 ' I I - I mT3 .. E ISOMETRIC DETAIL ?" _?L "m 1^ )\ t • I PERMIT LEi TERS° .1 T. r „' 3i• I +3• _ ARIES . I 4I ONLY ??. xo To w? t -c 2 _ ): ri - f• I i tlg I . HITE W 4- 4' IIRE?No.uI ?RFIGURE No. 3 T COMPLETED INSTALLATION FIGURE No.S 6 • WT To TOP 6 SKIMMER xeT Fe v... A " PIPE SIZE 8..•2623 IY Pvc ILA 2B.? 0 a GA ^'I uA PR 60 rvUE FASTENERS e. S BARS - R' 0 6' v 6. 1., 10 W.W.F. NUN AN 1. SPECIFICATIONS - - Gi UN DERDRAW Y<LLS V VAi12'O?C 4<OR i2-Y Y.F.1 L AGO P ] CONCRETE • '" ?' ALUM, aKMUER PLAN ??-- ??UTFALL CONTROL STRUCTURE I MENS10N5 rT A B C D E F T' 6 SKIMMER DETAIL I 12' PVC 426' 19_.69 - 21.05 OUTFALL CONTROL STRUCTURE DETAIL ELET.:zs-96 NOT TO ]GALE 3 D , -, S' 6 "0, EO GA ATE E E' 24 5 y "PPE HIE IS If PVC 6 UNDERDRAIN :::..:: .•. • BOTTOU ELEV. - - c' ERGRAIN IBb9 • INV. EL. - H69 ` ELEVATION VIEW I. SECTION A - A ISOMETRIC VIEW SECTION I OF 55. SMOOTH ROOFWO D CONCRETE ANDTROOFINO WIT. CUT - RICK ASPHALT. STOP ROOFING SECTION GRAVITY WALL ER 0' BELOW TOP OF WALL. I F.O.O.T. INDEX - 520 KEY DETAIL I TOP VIEW 1 GRAVITY WALL NOTES DESCAS?STALL H VE THE SAMECFACEWTEXTURE ANDPR1EiARY. FINISH AS E REINFORCED CONCRETE RETAINMO WALL 2. COST FYOSH OF E PIC I?IG EDSI THE CONTRACT EUNITRPRICE FO0. CLASS I CONCRETE 1 RETAINING WALLS ) CY, ESTIMATED QUANTITIES FOR WALL HEIGHT PER. LINEAR FOOT O F WALL I E%POSEO FACED I C TFEL LID. 1 WALLS CMITRUTED SI REINFORCED p? ? 1 3 6 J rl -? FTP - 55 ELM Br l "' H/C SIGN DROP AT L DRIVES 3/4'R. 12' 12" 12 , WEARING SURFACE FINISHED - /2' RID. °A' 'M BASE PAVEM -- H6 FINISHED 00.ADE - - - - - I STA0ILIZED SUBGRADE FLUSH CONC. CURB VALLEY GUTTER CURB DETAIL 19 -'0' PARKING 14' - G' DRIVE WHEEL STOP TYPE SPMALTIC CONC. WEARING SURFACE I/4' PER. L.F. 114' PER. L .l. LIK. SOIL CEMENT OR CRUSHED COM,ACTED SUB-SASE CONCRETE . BASE L.B.R. 0 TYPICAL PAVEMENT AND PARKING SECTION AV G S E U TYPE of STREET ATNICHNIT BASE SE TMCKNE 5 / I L e R 1 LIO T TRAFFIC LV2' ]] A' % L D.R. 400 I L.B.P. 4 MEDNW TRAFFIC I-/ COLLECTOR CONNERCI4L INDUSTRAIL 3' :. 0 ARTFAIAL 1. lC' I L.B.R. 40 DROP AT DPIVEWAYS ?1. 24- A .k 3/4' R 9' 1S' WEARING T" ' SERVICES 3/4 R SURFACE mAKn Frtr HAFUR I _ VAS VASLEVSKI 3B MAIM TRAL - P" WfET1R FL 3684 -)- '.SUB BASE TEL 5 STRAIGHT CURB DETAIL PITCH --OUT CURB DETAIL tS1RlCTDN AE e JO ? 40 I)E I-A. TARPO°6R ORIGINAL tJI?LF Lf'AI (] O t I • LIBUSTRUM NDIAN HANDIaPN DWARF 195 PLANTS 1 OOO IRHOOODENgWN W. I 60 RAMS ? (LIIaOU"1 PLwTS P.LANT3 NIX. 3 DAL. WIN WIGHT 30"ON CENTER. 11- MYRTLE • eWE PLWBA00 (RAA•ADD ANiILULATAl 103 GIANT LERIOPE (GO- I PLANT " -, . (LAGEHSTROMIA INDICPI S TREES ?. S PLANT H. AL IN HEIGHT 3O OH-E. YAUPON HOLLY NIBBWS (ROSA-SINENSIS) I ILEw VOMTORIA) 6 TREES &O RANTB DAHOO'.. H0.LY (IlIX -1..1 SHRI,GG IS" 29- MN. AT TINE OF PLAH " IlNO 6 TREES OH CENTER. 3S (1VE OATI{{ TREES I QEERCUS VRaNIANAI 91ADE TREES T•BBS 2 NNEpN T, O-CALIPER H. ACCENT TREES 25 TREE TO BE PLANTED 8' W 11.1 , 2" CALIPER NIN. SET TPEE PLLRb NiTH TOP 6 M. 3 TREES TO BE BE.- HJT ABOYE FNSED (TUOE @ RFy81£ ATTACMWDfrs REAOVE IAEE Sf FLANi06 ARE TO BE TO PPFEIUT CA18U.1 Aro gN'APE9 AFTFN B' wDE FROM HBOE OfJMGE TE (AOMTIO W0 TO aAB ? A k- EQ GPUE OOA(E sTPAfD TOP OF ROOTBALL C 6 TNY'fED TVA M! y S'O" Di. ?? FTl9m GRIJE WPE 3 PFA IEEE %A POST nAmlm -TREE IAEE 2 CON. LAYERS OF S Alan EARTH CVPRE95 NACH 1' SLIGHT FART. z-S CON. GTEAS of S0.U(FA cwt. iTlalm (RACE SAUCER taut. QtCWC N.LOI - _ _--- ND COAPACTED 'RUG wTTwg FoRaPn eaLL aF n HDIE$ w/ FONFD B41 OF - PL4M W/ LwufalF]i "`TSDEs cauruER- SOl ? 077 % ANTM -SOL -TLRE PRW Ce1 E105TIH0 wyA FlRE HYDRANT a 3 O ? U ?QK NaN 1 w U ?y3z 3 H W A M S ffi P P ffi 9.NCYJI[ f•ffi LANDW.ME H716 I 1 PIf.NNIG SOl ANY 50. BPOUWf w SRE AWL BE WRRAL FWIIE FRANE SOL uD FREE OE' ANr oBEClxwslE wTtmu_ R 1 falls WTERAL ALL HNff WTLW,L AW1 BE ROPDA M OR BETTER A3 EnFA&m 0Y (ReDES 4N1 SiANMIOS Fal RRAAT iLANf6 6 TE HATE 6 fLOFDa oEPORTIk]R OF MAY W?a0E?C1flS3' S?Rl?4(L 90bF5A?eAEAS i0 E AA?ffHll?E N?TfUt ME1L ROOTED 4!D riEE GF HEED. ULL NE s AWl RECFhE MNf WIFANL OR'51D L 31 Stb9mUlYY! PTO 1]R ?6N/Wi wTEAML STALL iWi BE APPgoVID BY ARCHIER AS 11 K N6JXLTOCAfYfN ALL UMESftD Q tdISED BT UJOXR.V?E CWIN cP T? MPOYfl£MS TILE URfIFS AWL BE TIE rASPN.RMItYK TIE WNNPRCR auNIR1E5 FCA UM XE WTEIAI'.9 AA£ WT RfMU w WTW1 SCHDUE OXRPAC?? BE RE5P01.9N£ F00. NABW A`D 0.AYr WSSN6 N APilll N il£ WOSCNE WTFAAL sOEJIIE NET RINf W1QML5 at RIEUfmFB ? P?OVE?FRPOUAS1HIKrsltE-cmrtPaTilR- AuLL AHif eurtFLIDawJ?Ox PH?OraauA5 (OWLS FM N5T0, VK By TE MW1ECi. 51 NAiclbk BY APCI(IER ? 0 ER?Eavf 4410EAAL fIXIOW T014 T!E siAl£ IEq?FElOR9 4?f T8 DOOIENfs. MiM Tb£ WrPL 9 iwi £f tEE YE6xATKKa B) (SIeRAMEE NAYt9 9W1 BE OANAR® FOR a NPo]O tF NETT 001 DAIS RYON WTE 6 FWu TBFCBw CG WTFFALt Ai T1E DD OF 11£ CUARANiEE PEROD. AN NsPEORN BWL BE MADE BY lIE PRCH cR MD PMEIi. J 1 CLEAN IP : gFAN W 9141 TNN'F RA[E O]fTWSY DUPG TK. Ca RF OF if£ PRD.ER. WN IXQ35 R3fffi RSb.ID PRORRY FRw RE 9RE e l Nl0ATI0N TO MR iH= NTFNf OF TIE OIV 6 OEAAW4TER LA109CWSb nMOafbS. F1:xA SECIICN ]¢02 TIE RPoGAl10N X9101 W5r YET HIE FOLLOwH<O.LIP&Q!R' - ) ?iW SW41IX T?O6?TR&RNI SYBfFM FOR?FPoGA1%1N ? WT ff?GJN?ECTED TO ? OR IaNCPaL WAIFR SCIACES U1E35 R CAH BE DFN]PSTRAhD TIWi nESE SEWCES Nff Mi AVU m c LLL WYa4TTY1 M1DA4 CdiEC(fD TO A itigY PoTen c WA1EA SUiIY SYSIEN SNNL N[UO'c A BAIXRM PREVENiFR ei liE S:AViR CafEC1IXu 2 L-O -TS O- NP11UTp A?w LI' aW EpE9AVNaBATON SY51EB0 Tl4RwYM?Y p ? DO taf IEauE PAGnllw SULH a9 PAVEO AR:as MLL NOT BE aOfPrJBE M3f RRpATDN N3D DA9.4 M)ST NOT OYEASNiAV LOw IEID AAEaS. 1 Nw WATER DOV+IL LA1DSC.ADE AIEAS YOI AS TU8' NBT BE SERVED BY A SDAOAIE 0. YAtbN N?ID g 9wLLwA? R?MIID C£i?411tY aIEA?BE ? tI?KV ? Fi ?^ wF? ?Y NlF BS A gUTNM1IC PPoGAIbN SY9R%S w5T BE (P6ATE0 BY AN PPoW11VU [ONIRGLER C4PaRE 6 nsEPBR1ATNG BE •+.nt sa LL.Y AID Iw eN Low waTER oPww AxEes cc« ..aT HA5£ "ArPlc RTLE nMT - rb A - TsEpB ER 1)". N ABIF TO BE BE sci rD Ca0.Y wRH LOCAL 00. WATER NaWCJEHf .- MYRr'D R WCIFYS 5. NROwIIC PRCaAl10N MtElaS HAi (E EaMNID MIEN FN14"1 M ClN.E 00. SMtW M101 Y0.1 OVERATE i1E PROAINH CICIE a= TIE AWMER 51'9101 ,ry?!y`'.',`ADEUNIE PAIEALL H45 OCCUtlim. fi UOER(BNIfO WM' ipN AW1 IAi BE IST.LLLm'11fIN 11E MUM1IES OF FIOSiNG IiEE WE PoOi PROTECIW LiAAD£ YE PBO.DFD. b 1 NED(£ wTOWL- rEOCf WTWY NaT BE wxr O M A MWA" 10 PoOT NY T W AT A H-T B?lil[ENr TO sR:E TIE NrENi a TIE -RBRiffid LNb oE`¢OHENT CcOE 11 TIE E%OTIC SPEGES IE BRFIl.NN RRER LOCAIID ON 5RE A16i BE PElbVEO AB a CdItlIpN CF 9TE OE1410P(IXl. D I NSCH TO BE L®N PLA41R agFpS D 1 Mi?iH PEC?wosH Ta PH 9?OL 5I?BiCTi? uo ffF50xeLM I?WN wA1FR i?&E NOTE I ALL REDIRED TREES MRT NOT CO-L17 iiI 1-04TNO FVRIEB. SKi3. UDERtltOUW AM OVERHEAD UTUTES. FLORIDA POWER EOLFENT FRE .TORAH'. 2 ALL REOLRID TREES WILL BE NSTALLED OUTSIDE THE CANOPY DRPLlES OF E%GTNO TREES DEBIIXdATED TO RFJIATd 3. aLY BA14A CRASS TO BE USED.N TIRE AREAS 4 AR.ICTi N PLANTER MANS. ENE 1T27 ) 93V.Si VASKI SERVICES 35M AMYVX P&M KlBM F TRAM 1 - ?° ^J 25th-04 5 m' OD LANDSCAPE PLAN N,.YAAMI.,oPA.wD?R? ?? 9`N 'H l9 TARPON ~a d 4 Q n a ~ ~ r. 2 ~ s~%: a' ,c^~ s+r. '~~r;; r jR t ~ N,~. , 0 A oN 93 Lfl1~D A - ~ BOR I ~ SON DEE SC W w ~ o Q~ IDN ,,ISIS ~ C I ' ~ ¦ i Z~'m ~ YS NIGHIAND SQUA E ~i~1ti ~ ~E~~ETIq~~t ~ 'TOR ~ ~ -iSANO NE Z.BE EN ST SNOPPI ~O CE A H~:~ I 1 ~ ~~r ~ POINT ~ - ~ MIS ~ ~ ~ LYN LEM.~o D LOT t S) 3.4.5 . B . 9 TOGETHER WITH THE 10.00 FOOT w ~ P ~ ¦ fY H V N. C IN PL ~~3~. 1 .,'>G nnvv .J I ~N W ~ J ~1?' pp~" 1A , r ~u i r SE i ~ ~ iL ~ ® • ' ~s~,~:Tr`~`=- I,-~3is~HO~l~ar ~ P QSA a '~,~F s ND~ KINDS •sauaRE VACATED ALLEY ADJOIN (NG ON THE WEST . LOCK I I , r s P > Hwr o . ~ Q:~~TIt SHEET` o a ~ ,b~ L~' nul I_ ~ ~2•STARBOA~UTOl4ER, Pi A $ pr< I~ a ~Eti+.~oROVE~ I~., PrAti.-.- ~ ~ ~ _ , ~ ~IRD~~ RD EM .PINE CREST, ACCORDING TO THE PLAT THEREOF , AS FR>~I ~ ~ ; f.-_ CIIPPERCUVE r , ; T _ r a,o, s~ fi rRR KING cn „per-n ~ r ~ ~ ~ I~ I o AI M NT 9 LAIR RECREaT ~3 RECORDED IN PLAT BOOK I, PAGE 66 OF THE ~ R6t?uP---~; f~ F I 1-7 ~ PA >i i/ , y~ , , ~48kYISIAND ~~~I;~~.~,.~~~II~~I F,.R os a r 11 • ~ . ~ I, ~ P ~ , w0 DBIN N R PUBLIC RECORDS OF P I ELL S C ~ 2 , I OLTA N A OUNTY . FLORIDA . E T ~ ~I+ - ~ 1 ~ ~ N~ ~ NERITRG• ~ N v~R,~~ a ~ H R . ~ 1" ARLTONS r GEN R OQIP ~ o,i EST, ~ ~ Er arc RI R SELL R . I T , rJ L AST t' r • SLA C ~ i'. Pp 'SCHOOL MAR N a r ON IE ~ YN,[- ~ UI'i ~ E(J-.~ ALL ST ¦NEf09A C NWT R I - 'y , ' ~ IN I P ~~.I ~ p 0 FF : ST F ~ ~ RW TE ERN f. d r G Q' 4 1° A T 3~ DISC Y Y I I s I C H P~ s l rA ~ ~ M D s sr _ 0. v e ~ ~ ~ ~ ; M PAL E TO ¦ ¦ u Ra r PALM o ~ 3 SLAT f}7~L' N ~-I !C.. ~ z ~ i' -4i N; ~r~,~ O JACKRUSSE ^,FbY;I'.4f.5~iCE ~ltu~ulEAQ 49~c:'d 1 ~ 8 I NI N 0 STADIDM 10 I HO ~ i f ~ l X411 ST ST. - ' 0 ¦ ~ ~ ~ ~ l~' ~ II ~ £ r.,l>N w 3 EMINOLE T a arER > os ,A a h- FEdf W ~ a - ~ a sr ID E Cou ~ ~ IE ® ~ ~j ~ Rb~' ORBtUfP ~ ~ ~ w MA SST ~ ~ D M L ~ 0 ~ ~ ~ ® ~ ~ 1~1 ~ 1` ~ ~lJ C 8 ~ lei ~ ~ ' ~g ~ iV ~Y. ~ ; ~ ~z s ~ I~,I ~ ~ y JAC DA ( N ,Q~ i~1IIBEACR ~ GE,A A N :LL < a E R PI ` o _`I ~ ~ ~ .a 'hi ~ A DA - _~~~Q/{~y[/~/} , ~ ~ 6U ~ c,,~~,,,~~ NW OQ G ROENS sT ~ ~i t~ ~ ~ ~ . . ~n'~~4i ~ F.-FlriY C A.,fi!tf?/ ~ r{cus ' f l^rr l~cv K l~FC~~i RDE I~ R S o 590 a M~FUx~ A y~ '~I ~ ~ D 5 OVE ~ ~ ZV rl,~, L C ty~ a ffi LAR~~3CA~ PLAN 7;, r Q H: 1 " f ueRaRV D CL VE AND S w = o ~ ~ ~ ~POIHT ~ ~ F H srl 4 PIE{ E • PIE E a o ¦cE IE ~ > z a ~ ~ pres.', ~4' ya r I al+rc ~ r x~r ~ c E ~ e,~F 1 ~ d$ ao a I JK N~ a ~ ~Lakaf, i' O wr~nu,lt,cr, ~rrawnrrrcua~~ c'' ck~:~ $T w DE ~kF i ~ .aSS is s LL.~I > o , ..PAR PREIUUE 8~ E T +s Co RT 651 m Ia.Er sT $T ~ j ROG S S i ~ 1~1ER a > soaKs G~ . b; F A a _ PINESTN~ VI CCU R ER ~ W ~ - u PI EST INESrso ~ • N ST w ~ ~ D RD ~ ~ ~ v Forns a°-oe R ~ R 1 ~ ~n lVA1FR ~ f SPOTT E"' U O FL D z - . ~ C~ ~~ENTLR TT}SWOODE ltd W r RN w ? NE. ~ WY ~ "EL `'J ~ OOD A . a ~ Z MAGpOIIA . 9~ ~ HRR~OR z ~ Z ; RS DR L S PA Tns ORS ~ D I _ ~ a T ¢ ~ JE F ST _YMCr~j ~I~ Na n Q _~e. ~ amrrr,+ LauLfvSPlf ~ D E ST 0 1 BAR ~ - r6rF,.,niE1 crr4l.rd'ris I N SHOPP sT` B 5 lr /r- ' ~ ~ ~ENast IA C TU OLA z N p . I~ 'L! y ¦ a DAN ~CEM; ~ B A _ ~ ` P 0 ~ ILLNJ01 /g o~ 1 ~z, ~ CEM. ~ A'G - ~ AW N. , TARP .D~:~~.~ ~~fi ; ~ i~1 _.f ~f~ 9 9 ~ ~ zoos 9 F~,4iar4~'~~r; ~ (?fUfl qF'M±,ivT ~ vi:~ i..,, 9 ~RIGI6~AL b'U. ~ A6 Y' 8A ~B ~~P.;;:, o' 20 . t~A~c scAi.~ r - ~o• D4 wM EXISTING FIRE HYO HYORAN T E000KCORNCR 4S:' IR No ro ~ i I I 11 II I I II II 1 I Nn II II i I oo LOT1 II LOT2 A.~a LOT 14 c~ LOT 7 ~ LOT 6 I ~ rz II ~ <; fl I a ~ I ~ ~~a I N89°59'02'W 302.00 (D) u) $ I ~ I I I 4' Clr N89 58 16"W 302.00' (M) 5Ef 1~' IR1'C s.s8's. ~ a I ~a a ~`da~. 18+7248 ~ ~ d ~y yf• 9'~ ~~Q~ `aka at ~ ~d a t¢ a ~I ~ a - I I I 11 4 I I ,a ~ rD A14e I a ~J q~''r' . ~ No ID y ~a ~ ed''''o~, Q, 2g'~ Add ZR' ~ ~ Ad A fic~ T 4 tom' a~ g A. ~ 2 4'J 7A ~y5 9S~aA' a ~ ?'`a'da d~ ~,d~~o~~, I Isar II ~,a~, a~ ~ ~ F'1 ~ ~g4~(, a 0.21'W. II 2¢d`~' ~s 5,48 X T ~J X9.44 X X X X X X G CN ~d ~ d~ d~ ° ~a ga- ~ia°~''~~"-' 1.68' S. c ~ 9a t¢ per,. . ? ~~d` 6' Ck s'cONCww. ~.i .a II Il ~ Ia2 ~ . 5iC?PO' I I 4.71'5. wnoD ~iv~ne LOT 9 LOT 8 LOT 5 LOT 3 ~ I f I ~M - 22.68' } I I 12' PVC N. INV. 19.39' l.r.e - 24.2r x I I BLOCK 11 A~ ~ BLOCK 11 c BLOCK 11 ~ ~ c~ BLOCK 11 ~ .I II it ( 3 ~cr:AVt~.PU:I~N ; ~ ~~c~ ' •'I I I ~,~c (I ,rka W 0 ~ ~ ~ a ~ - _ - GNAVPI PACsXING 5.00' 5.36' I I ABANDONS ~s ecxP B C1P ~ o I I I Q a ^ " 6.85' I eASeMeNi -as .ar ~ ABANDONf~ i ~ " ~ ' I' . a I I wM - 2x.3x' a O aupre,~a~r ~ ~ ,~y°' k~ d to ~9 : I ' II 8'~RCPw INV.20.03' ~ ~ N N ?f' ZA' 2A' 2A~ yRd ,~S ~ ~ ~ yti/ o o ~ , . 4 I ~ zQ,, _ ~ t\ ~ f~ - - CONC PAD 0.00' PP q . , r - -IC`g11 Ip I p W V t 1P ,n , ~ l®t 4 .mac RY rt i I I Block I I _ COMMIERgAL x ~ ~ I.re, -25.4 I I ~~0rt/ 6'coNCwu~ A' 3 I p U . o ~I 30 a _ T~ k~ t,» c,ti cp .c~ ~ ' S 2 ' ~~C~ ~.2~ 2 Z ~ I 8'RCPCINV.20.33' N N A f~ ~ ~ qA 2 ~ ~ ~ a 12' RCP N. INV. 20.48' 13~ 7.30' d 'Qy': :6 l o ~ I a • 4, a aIQ' a Wn0 DCGC CONC PAD I I . . ~ ~ ~ 71' 2 2 2A y~• ~T y9J yya A ~ ~ f~ ~ ~ tG ~T .Q i ~ ~ ser ~ IRYC S89°59'02'E 302 i9'02'E 302,00' (D) 30.00' ~ ~ Mi4o3 4x4' 6'Cir ~+~12 ~ 589°59'02'E 301 s i9'02'E 301ST (M) ~ k ' NO to o.7a N ~ ~ o 6' w+ooD reNa ~ NA ~ '4 ~ $ 0.48' N, ~ ~ ~ ~ I Iawcs.INV,21.o3' u ~ ~ ~ . ~ $ RNUtOAD iWICK9 ' = i~ 45t4~ ~ I I la we NW. INV. 20.93' u~RO,w rR~c~ ~ ~ 8 ~ cv I 8 ps. a ~ ~ ~ u 8 ~ ~ ~ S a ~iE ~ N~ - , ~4 ~ 8 S I SAN MH - - I I R1~i•24.50' aRIGIN~L I I o?P~irc~NV i~is''`ss' I I 10'PVCN.INK21.25' f l I i . IC~[~~i~ ~ LEGEND --E4- EXISTING COM~'OURS = r~z,c,,~iti!iP?G ~ OEb~~i.CJP~iErs~' wC~ `.,r i~~ CI.~AF?~t'ATEf~ 2~ EXISTING GRADE ~ROJ=crm~: ~ ~~Q~~N~ 1727) 934,5 .4A~ ~~ti '~o VASKI SERVICES *r ~ PAEPAI~D FOi~ VAS VASll.EVSIQ SCALE DRA BY: ~ ~ 1" = 2~' M.RYDER ~ 2 W PALM HIIR~R. FL 34684-~15 °F ~ DAZE ,,JOB No.~,~ C ~ M ~TEL 04-25 5 ~'1250 `r stirs o AS t T & mwm e J. WOW 1 od~ EMSTNNG CONDITION PLAN P E $6. M3 FLASIR Mm REG 1E .oF AlJiAO= N r56, Rry fg TARPON r~~ ; yILI f \ ~ ~ 6 , HR/ 1SJi ~a t~+l ~,D . ~ q(15TIN6 ea sa Fib NYD~ANT' BLOCK CORNER )RNER 20 B' 24' fD IR NO ID IR D 1 I C$QP~C SCALE. f • 2a 0~ ~ ~ I ( ~ GENERAL NOTES I w I( ~ Il , ~ I I I I I z I I JOB NUMBER; 1250 -04 APPROX. DRIP LINE N I ~ II ~ . OF EXISTING TREE I o 0 ~ w I I ~ 1; :ALL ELEVATIONS ARE BASED ON THE NAVD •1988 DATUM,_ CONTOUR INTERVAL: ONE FOOT (1'), r ~ r r . GS 1LAI'LL WV'LL / , G5 LA/1 6 I, GS , G5 , GS , GS G5 S ~ ~ h 23 ~ z36 e 23. 23 ~ 232 ,~3,z o o X35 cs ~ I " c~ 2.. 'ALL DIMENSIONS ARE APPROXIMATE, SUBJECT TO FIELD SURVEY AND FINAL CONSTRUCTION• ,I. G5 5 GS 1, GS G5~ I O O. c I(" II ~ ego INSTALL 23 3 ~ ~ 2 , o~ INSTALL 95 L.F. OF z z / ~ , 0 0 23 2 0~ o o / 2~. 5 • • I 1" WATER METER WITH BACK FLOW 3 ;THE CONTRACTOR PRIOR TO CONSTRUCTION SHALL LOCATE ALL EXISTING UTILITIES. • I 302.00 D 1 P.E. WATER SERVICE , p~ ~ N89 59 02 W O 0 0 PREVENTION DEVICE PER. I I( ~ CITY SPECIFICATION 4, ;ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM COUNTY ATLAS SHEETS, "AS-BUILT" . ~ I I. I \ N89'58'16"W 302.00' r^~~1 I a~ o 0 4' CLf • opy~ +.y ~ ++p oL~ a o o 04,x. o~• fCl FCM" ( II (I PLANS, AND FIELD INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SE( IRYC .I 5.38' S. o~ . o~ • ~c 26 +2, p4 ,f ddd,, I e~ y o4 4 x~ y o~ 4x4 ( s,I ~LF PROPOSED 'UTILITIES PRIOR TO CONSTRUCTION. LB 7243 ' o•` I ~ +y , ~ o w . eo . o~ i~ + ,I ~ , eon . ep4 k o+'. e°e~ , ;2 ~ 04 e +2. o~ ~ to ID 2~ 04 Q~ • 04 . o?~ ~ ~ . oe~ . 04 ,d• 0 2~ . eo y~Q . o~ OUTFACE CONTROL. STRUCTURE • ,a ~ • ~ 3. b' S. 5. ;WATER AND SANITARY SEWER SERVICE TO BE PROVIDED BY THE CITY OF GLEARWATER. ; ~ ~ ~ ~o~ ,~I~ W TOP ELEV. _ 23..95 , GS ~ ot~ . GS I GS ~ . e~ G5~ ff o+2~ Gs e+r+` ,p , p4 ° a ~3 d ov 2~ ~ ~ 25.00 , G5 ~ s ~ ~ o~ ~ ~ o e 23 2~ . ' e° p4 eoe 23• p,0 2k rr1 3 Gy 2h 3 ti3• 23 '~+2 + 0 ~ ~ I 2~8k c`" INV. ELEV. = 19.69.1 23,5 2 6 h~ 39 k• ~ ~ S 6. BOUNDARY AND TOPOGRAPHIC SURVEY BY JOHN W., STRAGHAN, P.S.M LICENSE NUMBER: X X X X ~ X X T X .68'S. +p ~ 0+• d. d• ~ p4 ,p Z ~ 7. ;PROPERTY ZONED: IRT PROPO^~ED SITE USE: .'NVAREHOUSE~ t() m oo N ~ ~ / 0 4.92 + y 24.5 24.00 r I- $ r , .~I +F I I ;PROPOSED LAND SE: IL o INSTALL 15 L.F. OF ~ 4 ( 12" PVC AT 2.00 % ' ' ' '.WIDE • ••CONCRETE • ~ SIDEWALK . ~ ( 8, ;EXISTING SITE DATA: 1 STORY ,r, wooD FRAME -192 N ~ T.O.B. = 24.00 LTO AL,OWNERSHIP;0.74ACRES(32,381,33) M.O.L SITE IS VACANT, LF - o °o ° 5 °o °o z 24.30 Q /19 .E-.24.22 0 0 ,Gg o 0 35G. o ~ ~ N M /19 ~ BOTTOM= 22,00 E- . , G5 , G5 .0~ 24.i' ~ A A Zhy , GS ~ ~ GS 2 A ? G5 3~, GS ' N 23.0' 2s,o' o DEPTH = 2.00 ~ 9, ;WATER SYSTE(N AND'SEWER SYSTEM INST~i4LLATIONS SHALL BE IN ACCORDANCE WITH THE' CITY OF 39 3~ $ 1 h3 31 J3. 32 Q J 1 23.3 2 t t nn,~~. 2 2 ~p~ 2 2 2. ~ 24 19 11 s • V'1` 8 ~ Q 11 8 z 1 POND 19~x50~=950S•F ~ CLEARWA~ERSpECIFICATIONS. - , 2' ~ Z' GI 2 _ . , s s ® RIM = 22.68' ~ 10.: BALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE CITY OF CLEARWATER REGULATIONS. - M z ~ ~ 1 S70RY ~ ~ INSTALL CLEANOU 2 2' I ~ LI 12" PVC N, INV. 19.39, Q ~ . 11, ;CONTRACTOR TO UTILIZE STRAW -SALES OR SILTATIONS SCREENS DURING CONSTRUCTION TO CONTROL ~ 5:3G" ~ ~ ~ N WITH coNC. coLLAR ~ BUILDING HT. = 20 ~ Q ~ c 0 ~ ~~~r 1 --ts ~ ~ ,U N yNV. EL = 19.69 2 I I RIM1= 22.32' ;EROSION AND SEDIMENTATION. • FIN. FL, ELEV. = 25.10 z z ~N~ `"~cRAVITY wALL P ` D~~ O C~5 SETBAC ~ ~ CONC II 8" RCP W. fM/. 20.03' < ~ ' GS GS GS GS 00 a0 9 h~ h~ i~~ , 35 M 520 DRNE I I e c~ ~ Z 12. ;THE CONTRACTOR SHALL CONTACT THE OFFICE OF THE ENGINEER FOR CONSTRUCTION .DETAILS NOT N N ~ 2 2 24.6'. ? GS 2 2 , G5 U- ~ ~ a 24.00 u _ r 1 Rx• ti w a rn~ 8 e ~ , ~ Z~ GI 1 4 SHOWN. 8 e 22.00 ~y.28 8_ E~ N O ~ CO C ~ ti Q 24.92 INSTALL 4' r r TB K N PAo ~ ~ ° ° ~ s ~ ° ~ ~ ° < 13'. ~EXISTINC2,,,SITE DATA: ° z z ~ WIDE CONC. FLUME o 0 0 0 0 0 0 0 0 0 0 0 SEE DETAIL _ '=q cl RIM = 22.31' L< CONCRETE SURFACE: .4,930.95 S.F. (15.23%) 1 STORY OVERHEAD ~ ° ° ~ OVERHEAD OVERHEAD ~ f ~ ~ OVERHEAD RHEAD ~ f ~ ~ OVERHEAD ~ 24.08 ~ f f ~ t. O r CONC BLOCK DOOR D00 DOOR DOOR DOOR ' 8" RCP E, INV. 20.33' ~ ;GRAVEL (PERVIOUS): 27,450.36 S.F. (84.77%) COMMERCIAL , , Q ~ a ,ty• • w a 0 p r LF.f. 25.41' x ~ ° / • • I I 12" RCP N. INV. 20.48' ~ ~ . 24.14 ' O O . GS k GS ~ GS GS GS GS , G5 ~ GS S 6 URB • ' (TOTAL AREA: 32,381,33 S,F. • URB 24.00 23.36. INSTALL 25 L.F. OF yJ ~ (100.00%) O O 2~'' tik' 2~' 2a' tip" 235 ~ ~ 23• 24.84 t~ oD ,~3i H.P. ~ 24.( rn v7 239 ~ ~ cF 24.20 19 a 19~ ss ' q B " c~ " UNDERDRAIN WITH ~ ~ 14. :PROPOSED SITE DAB: , x~ ~0~ 2 cs s 7, 2~a ° •2,ys ~,9e LINER o- ~ !BUILDING:. - • - 9,600.OO.S.F. 2 . % 1 r ro v ~ _ _ O ~~P 8 CF IDEW~ SILT SCREEN +3~pp1 ~ N INSTALL CLEANOUT ®MN PER. F.D,O.T. INDEX ~ 3 6" VERT. URB ,a ~ d' `IO TOP ELEV. = 24.92 " i'OO g ~ IDEwALIt ~ (965 ) 0 o CONC . • 22.09 ~ a ,PAVING:: 12,585,91 S,F. (38.67% No. 102 W N 12' x 13' INVcRT ELEV. = 2 ,g INSTALL 12 SLOTTED GR 23.3 I' INSTALL DRIVEWAY SIDEWALKS: 1,572.00S,F. 4.85%) > 23.36 0 o DRNE , T~ 25.10 N 24.51 DUMPSTER 24.25 1. 2 DRAIN 24'98 INVERTED CROWN _ ~ ~ PAD ~ 0.40 % 24.28 TOP EL = 24.00 SAO , o ~o ~ PER. F.D,O.T. INDEX PERVfOUS~' 7,673.42 S.F. ~ ~ (23.70%) . INV. ELEV. = 22.20 _ WOOD DECK 23' ' i ¢i , GS 5 _ _ ~z z - No. 515 (URBAN } ~ 'POND:' ' . 950,00 S•F: ~ (2.93%) ' 3~ ~ ~ N 5 5 ~ 5 ' 6 232 3~ G ~ 3.36 ' ~ ~y3 c~- TOTAL AREA ' 32,381.33 S.F......-........... -100.00%) G5 ~ ~ ,,;s ~ G G ~ 3' •t. I G ti 3.36 2ko 2 2 2 2 , a N 24.20 ; "U1 ~ \"ti ' 2 - SAW. CUT. ` ~ AND - _ 15, iFAR = 9,600 S.F:; 0.296; ISR = 0.73. ' - _ 'a.1 - 5" VERT. CURB - \ • ~ I ~ REMOVE EXISTING CURB S89'59'02" 302.00' " SET ~ IRYC ~ D 6 CURB INSTALL sAN MH 16. PARKING REQUIRED; L5 SPACES PER 1,000 S.F. (warehouse). "FCM PSM # 6312 , GS 24.60 ? S89 59 02 E 3 1.87 M CLEANOU 4 x 4" 6' CLF ~ a s• ~ a a a' SILT SCREEN CLEANOU ~'ar k2~ ~ RIM = 24.03' 17. ?PARKING REQUIRED: 14 SPACES. .a FCM a I. g' ~c 10" Pvc s. INV, 21.03' PARKING PROVIDED: 14 SPACES Includin 1 Handica ed NO ID ~ a"` w . ~s 35 •s' 6' WOOD FENCE 63 ~ a`:' PER~F.D.O.T. IND a~ fCM 070 N >t •m. ~.oo ~s EX • • "x4, ' "x4 ~ I 2'~~' I 10" PVC NW. (NV, 20.93' ( Q PP a d! 0.43' N. ~ • ~o. 102 d ~ N ° ~ RAILROAD TRACKS N s I u: cN ~ i,: ~ I ~ -18. ~tLL UTILITY MATERIAL AND WORKMANSHIP MUST COMPLY WITH THE STANDARDS FOR DESIGN AND IA a X X A T X Y ? R. a CONSTRUCTION OF WATER, WASTEWATER, AND RECLAIMED FACILITIES FOR PINELLAS COUNTY. ~ ~ s ~ ~ s ~ c~ 19. PROPERTY LIES WITHIN~FLOOD ZONE "X" ACCORDING TO FLOOD INSURANCE RATE MAP N0. 125096 PANEL a. g 0106; REVISED 09.03.03; PINELLA$ COUNTY, FLORIDA, 1 _ a SAN MH 20. 1TRANSPORTATION IMPACT'FEE:. $875N,000-- ` ( RIM = 24.50' - ' a" CLAY PIPE S. INV. 21.35' {WAREHOUSE: 9,600.00 S,F. $8,400.00 , _ 10" PVC E. INV, 21.26' I 10" PVC N. INV. 21.25' Q 21, ±NOTE TO CONTRACTOR: (Tree bamoades & Erosion Control Measure) a 2' ~ LEGEND ..Ni ~ 2 9 • C ordinate°Pond::92~dP:0~D~ , . 4 Z • (REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT II 0° 8~^0 t ~ INTERIOR LANDSCAPE AREA I i I ~W jCONSTRUCTION. ENCROACHEMNT INTO OR FAILURE TO MAINTAIN THESE BARRICADES WILL RESULT IN X Feet ~6 f SOIL TEST GROUND EL = 23.00 i I ~ NFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND/OR RERMIT.REVOCATION. ...........L ...........L........... , 1 ; 5 43.062 ~ ~ S,H.W. f4 - 21.80 8 s/w ' ~ - ~ 28 NZ 22. INTERIOR LANDSCAPING REQUlREMENTt 1,077.00 S.F. (10% OF VEHICLE USE AREA) i ' ' Q4' GROUNDWATER EL = 19.10 27' ;241 , H,F ~ 27 ~ I ' I1.5 ~ z; fNTERI0i2 LANDSCAPING AREA PROVIDED: 1,068.00 S.F: i - - - ` 23 24,4- 26 I ' ~ ~ ~3i ; ~ OT M ! I ~ EHlS11NG GRADE 24,20 , 22' ~ 22 '25 25 ~Q 23. 'ON-SITE ELECTRIC AND COMMUNICATIONS LINES WILL BE UNDERGROUND. ' ; 21 24.28 PROPOSED GRADE 24' ~~I` 7 I PROPERTY 23A0 1.05 % 24,00 I 23, 36 ' d ' ° 22.09 22?2 20 10, 23 „Z , ; DIRECTION OF FLOW - 6.5 _ _ 24 ;WHERE UNDERGROUND WATER -MAINS AND HYDRANTS ARE REQUIRED; THEY SHALL BE INSTALLED; • EXISTING GRADE 19; X19 ~ - ' P-~ SILT SCREEN ~ GRADE ! 23.5 ~ ~ ~ ~ COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241. CLEARANCES OF 7'/' IN FRONT ` 12 SLOTTED ""y OF ~1ND TO` THE SIDES OF~ THE FIRE HYDRANT WITH A 4' CLEARANCE TO THE REAR OF TWE HYDRANT ARE I ' ' 18 PER. F,DA.T, INDEX 21 f 19~ ~21 ~ ;REQUIRED. ~ ~ ! ~ 17 ~ Na. 102 ~7, 20 , , ! EXISTING CONTOUR LINE 19 , , II is • saw cuTAND $0 I 25, rq 24-FOOT ROADWAY SHALL BE CONSTRUCTED OF A HARD, ALL-WEATHERED SURFACE TO BE COMPLETED ~[9 FOR FIRE APPARATUS ACCESS PRIOR TO CONSTRUCTION. PLEASE ACKNOWLEDGE THE INTENT TO COMPLY , ~ . i. , . - , , ~ ~ t ' - - ` ~ i ~ ~ P ND SE ON At i , i+ 18 PRIOR TOA DEVELOPMENT ORDER. ..}r i 4, ~ SCALE = , I7 HORZ,:II ,w:.. 4 , ~ , . r; I u ~T ~ ~ ~ r ~ VE . , _ ° 5 , ~ , -j "~I i . ' .SD , • • l 'IVEWAYPROF I LE ~ ~~~8_611 . • SCALE SEE SITE DATA :ON SATE PLAN SHEET SCALE HORZ.I" 10~ ~ 0 ~ t ~ ~ VERT.I° = 5~ ~ , . i ' CONTINUED • ' I SITE PLAN REVIEW ' ' EXISTING PF . , ! , , , JG PROPOSED REQUIRED ' ' ~ ~ ' PLEASE USE.THE FOLLOWING FORMAT FOR SITE DATA CALCULATIONS AT ONE LOCATION ON THE SITE , , , i - (MIN. QR MAX,) • , 'PLAN. BETWEEN STRUCTURES:.:. ~ j - - ~ I _ . ` Q~ REdUIRED .WATERFRONT SIDE: . , - . ~ EXISTING ~oPOSEO j,MIN OR MAXI . - REAR: ~ - ~ ~ ~~i~ 17 X005 , ZONING DISTRICT'..: - - - - , ~ HEIGHT - ' . , _ . ~ , . . , • ~ ~ - , ~ IJ.SE. LRT IL , ; . WITH BOND ROV IONS (IF APP ICABLE); . , . ~ A ; LOTAREA(SQ FT;•ANDACRES) 3Z,381,;33:S.F.. ; 32 381:33 S.F. ~O, , , . ' .GROSS AREA (WITHIN PROPERTY LINES): < . ,.74 Ac.. ,74 A c,. ' - PAVED VEHICULAR AREAS (SQ..FT, AND 96 OF SITE): _ 12.3E _ , 12,585.915,F(38.8T%) ONE X10. 72793 , , , - 107 28' ' ~ LOT WIDTH: OPEN SPACE: '7,67 •7,673;42 S.F (23.70%) ~ - PROJECT Tf1l.E: REVS9oNS: 7-13-05 PER, CITY Q~` g• , . - - . , • TOTAL F R THE . FT AND 96.0 S ' LOT DEPTH: 0 LOT (SD F ItE): - . _ UJ~SKI SE~UICES , , , _ . i , ~ - _ ~ . ~ . ' ~ "DENSITY BASED ON NET ACRES): FOR THE FRONT YARD.(SQ. FT, ANO 96 OF _ , . ~ . , . REQUIRED FRO 0 , . PREPARED FOR: ~r ° ~ • , . . 9,600 ~ F: , B NG E SQ. F OF ROS E : - 29.65 ` ' i I ~ ! i ! ! ~ ° UILDI COVERAG ( T. AND 9b 'G S SIT) /o - - ~ ~ . . , , , VAS VASILEVSKI "SCALE. DRAWN BY: SI•EEI' No. ~ ~ _ , I ! ~ ~ ~ ~ g6o/) CLEARS NT PE - - ERFRO PRO R , , ~ ~ ~ 9,600S,F_(0.2 ~ PACE(WAT„ TY): ~,~j,,3 m _ 35611M(~IDMRRK 1RRIl. ' D , ~ -GROSS FLOOR AREA AND F,AR.: WAREHC~ISE -100 $/o WITH SMALJ.OFFICE • EXTERIOR PERIMETER BUFFERS: - PRLM HARBOR FL 34664'5015 DATE JOB No. 'N/~ ~ a - - 'fF1. me rnr_ ' 1~1r-ra `raa ~ ~t IC; ' - _ F - r, _ ' SETBACKS (ALSO INCLUDE DIMENSIONS ON SITE PLAN i _ I DRAWING) 15 15 6 42.28 PARKING LOT INTERIOR LANDSCAPING SQ. FT, AND 96 m V-i CJ <'J~ 1CJ~J7 S LEI'S r' iq•j~ , Fps ~ ~ 4~. i i OF PAVED VEHICULAR AREAS' ALSO DEPICT.ON SITE 15 15 OT VA S SBY D~ ' FRONT: PLAN DRAWING BY SHADltjq/.CROSS HATCHING): DRAWNCx 24. 662 _ PARKING 1.5 PI 0.0 5.0 ,.10.0. 15.4,.0- .25.0.- 30.0 35.0' 40.0,:.,,45;,0 50.0 SIDE (GIVE APPLICABLE FORMULA): 1.5 PER. 1,000 S.F ~U SITE PLAN P P DATE. 5Q~ 9 FLA, REC~rSURVECOR`No~ 4073. S REAR NOTE: ANY OTHER REQUIREMENT APPLICABLE TO THE PARTICULAR-SITE MUST ALSO BE at -Z Fa MUST ALSO BE INCLUDED.. ~a ATE I 1 AUTHORQATION Na.4b6' . o T~ J -A. TAReC d# .iF. C TIO S IL ER TERI L S ECI OPERATION AND MAINTENANCE INSTRUCTIONS CONCRETE DUMPSTER - FILTER GRADATION PRINCIPLE PasT PaslTlaN (CANTED 20° TOWARD FLOW aPTIONAL POST 20 TTOWARD FLOW } PAD ~ MIN. 4" THICK " 6' HIGH CONCRETE BLOCK . 3500 P.S,I, 1 6"x6'x10' GAUGE ' 1. CUT GRASS WEEKLY AND REMOVE CLIPPING AND .DEBRIS, B~VE ~ ~ Ft~ ®Y WALL WIRE MESH 3/4 106 POSITIONS 20•~ 3/a' 90 - 146 USHED WITH WATER ANNUALLY UTA THE CLEANOUT. No, a n - as ~ a~ 2. UNDERDRAIN TO BE FL No. 10 60 - 87 i 6' MAX, ~ r 12' - O" 6" BOLLARD ~ I2' - O" No. 20 29 - 43 POST (OPTIONS : 2' x 4' OR ~ ~ 3. 1F WATER REMAINS IN POND 36 HOURS AFTER A STORM EVENT. FLUSH Nc, 40 - No. 60 7 - 27 2 MIN, DIA. waOD: STEEL FILTER FABRIC (IN ~ UNDERDRAIN. SUBSEQUENT TO FLUSHING AND WATER DOES NOT DRAWDOWN. Nv. loa 5 - 7 1.33 CBS,/ Fr. MIN, a CaNFORMANCE WITH 3' ABOVE 'f-I EPAIRS AND REPLACE UNDERDRAIN AND FILTER SAND, IF sEC, 9aS F.D,a,T. sPEC. l UNDERTAKE R NOTE: THE D20 SIZE OF THIS FILTER IS APPROXIMATELY 0,42 MM FILTER FABRIC --FILTER FABRIC GRADE O a s a a " NECESSARY. AND THE VERTICAL PERMEABILITY RATE lKl fS 130 FEET PER. DAY I SEE GRADATION CHART 1. NO LIMESTONE 6R CRUSHED w 6' HIGH .CONCRETE BLOCK OR e o ~ o C U E SUBSEQUENT TO A STORM EVENT. SHELL IN FILTER MEDIA, c ro 4, VISUALLY INSPECT CONTROL STRU T R T.0.8. ~ F SILT FLaW ° ~ ° ° ° WOOD FENCE SILT FLOW ~ ' . WATER UALITY EL.=,2700 Q o n- ' ° • ° E =23.5 - Z a , 'a Q ~ . N • ~ e ° , a 0 . SECTION • , t^ 4 ELEVATION ~dPE ,p1F 5 NOTE: SILT FENCE Ta BE.PAib FOR UNDER THE CaNTRACT UNIT PRICE FOR STAKED SILT FENCE l LF. 1 S a°. MP T R ~a° ~I ~ , TYPE 1~ SILT FENCE. ° • ° Eo 4 THICK 9LANKET gOflO - • . . • • OF ROCK ' ~ 6 ~ CONCRETE DUMPSTER ' ° a • ' a ~ PAD f MIN. 6' THICK " BOTTOM 6" BOLLARD • ° • ° • • a • ~ a • • ° 3004 P.S.I. } 6'x6"x10" GAUGE ELr 22.00 SILT FLOW s~ILT FLOW • ° ° . ~ ~ e ° . ~ ° ° . ~ ~ ° WIRE MESH " ~ r" ~ ~ n • c • n . . ~ • ' . . •1 ~ '1 s.H.w ~ ` . ' ' y • • . • ~ , , ~i ELr 21.8 , `1,' , , DUMPSTER TO MEET CITY OF CLEARWATER ' ~ t~ ~ ~ ,1 J/ 12' WIDE GATE C 0 DE INDEX No . ?O l MIN. 10' WIDE OPENING '1 N' , • •c~~ TYPE ~I SILT FENCE ' FENCE . • • • ON UNDERDRAIN DETAIL P D t0 ' ~ 0• ' ' ~~a , • , ~ 8.6 OF .1 . _ ~ f' N ~ ~ c . , 80 MIL. SCALE I ( e~ NOTE: SPACING FOR TYPE III FENCE TO BE IN E IN ' E lLT ER ~ ; , a . ' ACCORDANCE WITH CHART I. SHEET I OF 3 LINER AND DITCH INSTALLATIONS AT DRAINAGE ~IOF3 ,1NAGE 2~~5EREBARTM SINGLE-WIDTH DUMPSTER- ..ENCLOSURE ' , , , ' , TYPE III SILT FENCE STRUCTURES SHEET 2 OF 3 MET • ~ „ • ~ 6 UNDERDRAIN TYPE III SILT FENC£ PROTECTION 0.7 AROUND DITCH BOTTOM INLETS. CGNIINUGUS ' . , „ ~ WITH 30 MIL .LINER 12' , SWING GATE • ' , ~ , • ~ I.E.= 19.69 DO NOT DEPLOY IN A MANNER THAT SILT FENCE WILL ACT AS A DAM ACROSS PERMANENT FLOWING ' ~ ~ • ' . p WATERCOURSES,~SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY CLEARANCE MIN, (TYP.) ' ' " ~ ' ' " USED AT PERMANENT BODIES OF WATER. ' 2.9~ 0~ 7 ~ 7.3 - 1.50 8.0 SILT FENCE APPLICATIONS g, ' 1-~f5 AT 4' CENTER , z' `DROP PIN (Tl`P ) 2' - ~ F.D.O.T. INDEX No. 102 0 3/. • GR i 14 14" ~ FTP - 25 END OF PAVNG END OF PAVING , e • ELEV, • ELEV. - o ~ a D 8" E COMPACTED TO A a - e • • SHELL ~ LIMEROCK BAS , ~ ~ • 6 S OF MAX. DENSITY. p 3000 P.S.I. CONCRETE SLAB 8"X 16" CONCRETE FOOTING ~ -MONOLITHIC, MIN 6" FASO ~Y ~ ~ ~ n ~ a 6 ' W/ 2- ~5 REBAR (TYP.) ,w~CFNESS, 6"X6"/ 10X10 , , , a ° p ° p ~ a ~ a . ~ off , • , ~ ~ iZED SUB • BASE a 4 g' STABI , ~ v ~ MIN. F,B.V. 75 P,SJ. ~ 4' I2' DIA• 4 W/ e a e . e a c a c ~•Y BLUE WHITE cl~r~ BACKGROUND BORDER & ALUM. PIPE a A~,. ~,"EVE $ 258 SYMBOL F.B. 31844 INVERT ELEV, ~ (2' CORRUGATE ALUM. SLOT a 3/4" 3/4" ~/2 VARIES FROM 1 1 . DRAIN PIPE a o ' CHAMFER 8" ~ CHAMFER T4EE VE - ~ ' 4" 4 L • ~ 00 ~ I" SERIES "C" 3 000 P.S,I. CONCRETE -I ' a ~ , 1 J ' ' ~ ~ ' I I ; : ~ PARKING BY LETTERS ' 7~' Q U x. ~I 1- ~ WHITE DISABLED X , ~ 1 CY s Q M M WX ~ _ Q ' I I 6" OIA. STEEL BOLLARDS I I BACKGROUND BLACK ' PERMIT BORDER & h 4. 0 ~ ~ 11 • Q I ' I .m CONC. FILLED (TYP), I • ( ~ ° LETTERS I NOT 70 SCALE ~~1 3~2 z. ~ VARIES I ~ ~ I ONLY O 5 n 10'-B' I~ I ~ I ~ I w _I-I - _ _ _ _ NaT To SCALE - , aX , • l4 frt. 3-/( M . I n 3- I n c3 ~ ----ate 14 ~ z o~ 12 ~ ~ ~ , ~ ~ ~ . I ~ WHITE - o w, ¢ • -w ~ 5 N o a 3 ; 0 4s• I ~ 12. ~ I BACKGROUND 1-5" L. Max I CLEARANCE MIN. BLACK ~ $ 255 FINE SERIES "C" x } x In W W 12 W., , I rt • SURFACE 1 LAYER OF 55# 3-/ i# jn , ~ ~ 00 • I I/2" BORDER F.S. 318.14. SERIES "C" , • N ~ ~ SMOaTH ROOFING 2 • , ~ , a , NG 2 VARIES' ~ I I & I' LETTERS 1.5" "4, I I ~ I SWING GATE - m r. y • , o , ° ' Min. ~ I ~ I (rn'`) ~ I - - - - ' - --U I 3. O. 3. 24 24 x , w , 4' 4' I2' DIA. ' 4" ' SURFACE SECTION 4" (2' DIA. • ~ ALUM. PIPE ALUM. PIPE • • ~ , , 2 -LAYERS OF 55~ SMI S OF 55~ SMOOTH ROOFING ~ 0 ~ FTP - 55 4" t2' DIA. 4" 1 n. .ALUM. PIPE °o {MOP ALL CONTACT SU CONTACT SURFACES OF '-'L=am ' DROP PIN HOLE CONCRETE AND ROOFING c ` , , • . ~ . ~ ' ` BACK ASPHALT. STOP R~ AND ROOFING WITH CUT SALT. STOP ROOFING _ (T~•) " =~~(~~--•--~j _ ~r :,BRICK', , , , PAPER 6' BLOW TOP Oi BELOW TOP OF WALL. } CITY OF CLEARWATER, FLORIDA ~ ~ H I C SIGN D ~ lJ +.I ` ' ~ . A - ~j\ 12' CORRUGATE ~ 12' CORRUGATE BRICK'.,• SECTION ALUM, SLOT 3,060 P.S.I. CONCRETE ALUM, SLOT .PUBLIC. WORKS ADMINISTRATION ""•"'°`~""Y'"' ,~caRRUGATE KEY DETAIL { TO DRAIN PIPE DRAIN PIPE ~ ~Il 12 ,SLOT F.D.O.T. INDEX Na. 520 TAIL {TOP VIED.) T . FISuINEERINC ~ ¢ ry n O~ ®e DRAIN PIPE GRAVITY WALL Y WALL NOTES DUMPSTER ENCLOSURE ~oez Na ~ ~ e~ ' ~ SINGLE 10~ F~~~uNIIti~G~GEbti(11~~~ 'r~~~G;.~A NOT TO SCALE O~ I. GRAVITY WALLS CONSTRUTED AS ISTRUTED AS EXTENSIONS OF REINFORCED - CITY.__-Or,CI,-;",E,~r~,lu~lirf,w Nor To scALE ESTIMATED QUANTITIES FaR WALL CONCRETE RETAINING WALLS, EXC NOT TO SCALE DESIGNS. SHALL HAVE. THE SAME 3 WALLS, EXCEPT WALLS OF PROPRIETARY 'E THE SAME FACE TEXTURE AND HE{GHT PER. LINEAR FOOT OF WALL •FINISH AS THE REINFORCED CONCf 'ORCED CONCRETE RETAINING WALL. 19' - O" PARKING 24' - O" DRIVE TOP OF SKIMMER • {EXPOSED FACED) CLASS I CONCRETE I CY l STEEL (LB. 1 I " A "PIPE SIZE EL.=2425 GRATE 2, COST OF REINFORCING STEEL AND 1. 2" EL • 23 95 I' 0.07 3 FINISH T4 BE INCLUDED IN THE CI IG STEEL AND FACE TEXTURE AND }ED IN THE CONTRACT UNIT PRICE FOR 2'-6" 16' - 6" 12' - 0" ~ 12' - 0" ~2 PVC 2' 0,13 4 CLASS I CONCRETE E I G W _ { R TA NIN ( RETAINING WALLS) CY. TYPE ASPHALTIC _ ,,t 3' 0.20 5 , 3' 6 f WHEEL STOP CONC. WEARING SURFACE 4' 0.32 6 i 8" 1' - 8' 3/8' GALV, BOLT 0.43 7 I/4" PER. L.F. 1/4" PER. L.F. { ;,,ti, 5 ; •;s~ 30 GAUAGE ALUMINIUM W/ ~ ~ i ~.i':y:: .III=11f=III°-III=11-1==== -__________-=====11=11f : • • : • • : • •~;`4•,w NON CORROSIVE FASTENERS ~ ~ „ LIMEROCK. SOIL CEMENT OR CRUSHED COMPACTED SUB-BASE No. 5 BARS 12 O.C, CONCRETE .BASE / L.B.R. 40 ~ 1 ; y o • 24. 1 W 3/8'x4"x4" • 6 x 6 No. JO W..F. ALUMINUM ANGLES 24" oR°ES To LL TYPICAL PAVEMENT AND PARKING SECTfON Nj N 1 Iz' 12" - , WEARING SURFACE PAVING SCHEDULE a o SPECIFICATIONS : - d. / o , ~ N r \ N I. STEEL :BASE SLAB - Na, 4 AT 12' O.C, - ' M 6 UNDERDRAIN WALLS - No. 4 AT f2' O.C: { OR - W,W.F.) ~ ~:~~~~:•M • ASPHALT BASE • FINISHED m ;:•~:::•:=,,q::•,:•f:f. ,;:.;u~ ~•°,•'f;f BASE TYPE OF STREET. THICKNESS THICKNESS SUB BASE THICKNESS / L.B.R. } Y 2. 4006 P.S.L CONCRETE PAVEMENT r' •r' I ,~w~;-•-~- ~ FINISHED GRADE ,Y,: LIGHT TRAFFIC I-I/2' 6" 9' / L.B.R. 40 ' STABILIZED TABILIZED SUBGRADE MEDIUM TRAFFIC I-f/2' 6' f2" / L.B.R. 40 OUTFACE CONTROL STRUCTURE DIMENSIONS 1 ALUM. SKIMMER. ~ N - - - _ _ _ COLLECTOR COMMERCIAL INDUSTRAIL 2' 8' 12" / L.B.R. 40 • No, A B C D E F G 11 ~ - ARTERIAL 3" 10-I/2' 12' / L.B.R.' 40 I 12 PVC 426 19.69 - 23:95 - - . BUTTER CURB DETAIL ELEV. -23•.95 NOT TO SCALE 3' - 0" F~ • DROP AT ONti No. ~2).g3 PROJECT T}fLE: REVISIONS: Q`~` 4. 3' - 0" 8• I• _ 8- g• ~ DRIVEWAYS 5" i• 24 24' Si2 6" 6" 2'-O' x 2'-0" 6" g• 15" 9' 15" WEARING Y ~~~1 Y ll~~~ g ' ° °9 ~ ~ 1 ~ ~ 1 3/4" R. N 2 2 GRATE EL - 'E' EL- 24.25 v • • ~ ~ - - ~ A_ lD ~ _ ~ _.23:95' _ 3/4" R. SURFACE PREPARE FOR: "SCALE DRAWN BY: SFEEI' No. ° ~ ~ . oa c ' VAS VAS]LEVSIQ 1 = 2~' M.RYDER 4 :r.• i • ' ;t ._.....w • , ~ 3561 WUDMARK TRAIL ~ A PIPE SIZE IS I2 PVC m • ~ PALM HRR~R FL 34684-15 oaTE JOB Na. ~ ~ a TEL. ~~~~1 5~ , ~ WO ..tSA~kt ~r ~uu cur JF,~,,` I rs~ o` 4~ 6' UNDERDRAIN s BOTTOM ELEV. C' 6'UNDERDRAIN - STRAIGHT CURB DETAIL PITCH - OUT 19.69 - INV. EL. -1969 BUT CURS DETAIL JAJTEI D~MRTTAWW+Na ry~~ ~t SC U~VJ I ftUI+~WY ET ~s OF AUTHORIZATION VIE OrjJo 4073 ELEVATION VIEW SECTION A - A ISOMETRIC VIEW S~ rE q TA a~ r ~Lo YV ! I'; del NW pg t4b1 D~ EXISTING „rn FIRE HYDRANT ~r BLOCK CORNER )RNER ~ ZO b 0 2p' FD IR NO ID IR I I ~ r I Cd~PfdC SCAIF T - 2(1 II III n~ I,, II I. II II ~ I 1 oo;r, II ' II - _ NM I ~ I r~ ~ LOT 1 I oa . I ~ Wii ~r II I f ~ . LOT10 ~ .LOT 7 . ~ , LOT 6 , ~ , ~ 3 3 a ~ y h , p~ , cs a s , 23. ,~,a 2g~ 232 32 o O 35 GS ~ II ~ Il eye s~ I I II o' 2 1~ 2'~ ~ . o~ , tihy pb O O 2% 3. oP~ I' 1 r O O ti ~ o N89 59 02"W 302.00 (D) 0 0 %.I 1 I . f ~ II III . N89 58 16"YV 302.00 (M) , ~ I oc~ o O , ~ ~ FcM I Z, I I 11 . S " 4 CLF , ~ I ~ ~ ~~d o~'o~ 3 o p~ Z Z . o~. , o~ FCI ET y IRYC 5.3s S. BUILDING TO BE s~~ ov , o~ , o~ '2y ° ,ti, o~'d ~,,~od' I ~ o~ 4"x~ LB $7243 REMOVED ~ NA1GJ+ I e~` pew ,5. o~ ° e r~ ~ . e°e~ . o~ s ~5 0~ 4"x4" I I e . eo . e ~ oe o~ ~ti ~ ~ , oP~ o~ NON za o~ pew ~ti ~ p~ e e , o~ ~ , o~ . p~ ' ,a p~ tie ° oe 12 . ot~ c~ , p5 s~ o~ ~a , c; ~ , e, o~ , c,s" ~ , o~.~ . ~•c;ti peg 23 , o~ o ~ a ,3 e, o~ s~ ~ ~~,2~ I x: I~' cLF Ii . 2~a I p ~ Za,a cs s~ ao 8 ti3 .y~ ti ~S ~ e, p1. Qpe o ~ a a. . c~ 2 2 z ~ti ~ o ~ ~ ~ -w: ao' s.. I I , c~. U~SCAPE NOTES t 5.4~ ra - zt' w. II s~. 9.4F i) PLANTING SOIL: ANY SOIL BROUGHT ON SITE SHALL BE NATURAL. FERTILE. FRIABLE SOIL AND FREE OF X X X X X X X to . p~ d epee. . o~ e i . o~ a~ d d I I } ANY OBJECTIONABLE MATERIAL, ~ D1 rod oN~ N ,Cd9, o ti ~ o ~ti p~ r F-• $ 0 r G CR 4.719, .(n ~ ;3'. •WID~••'•CONCEZ~IEc.SIpEWA „ , . , I I 2) PLANT MATERAIL: ALL PLANT MATERIAL SHALL BE FLORIDA OR BETTER AS ESTABLISHED B II II I~°2' ¢ Y GRADES I ~ • RIM = 22.68' 3 AND STANDARDS FOR NURSERY PLANTS OF THE STATE OF FLORIDA, DEPARTMENT OF 1 STORY r , WOOD FRAME 192 N• I I I I ~ 2" PVC N. INV. 1 s.3s' I AGRICULTURE. ALL PLANTING BEDS AND WATER BASINS FOR TREES SHALL RECENE 2' Lf.E ~ 24.22' o o ~ ° ° o L' MINIMUM GRADE CYPRESS MULCH. ALL SODDES AREAS TO BE ARGENTINE BAHIA TICK i h II z Uj WELL ROOTED AND FREE OF WEED. (ALL AREAS SHALL RECENE PLANT MATERIAL OR SOD r 2'~ V g, ps ~ G5 , o~ 2S~pS Zk•`~ I fry ~ ~ G5 ~ ? , p5 Z r- , 2~ ~ 23 p~ 230 o ~ W F- ti~ 2~• ~ ~ Z~ ''a.. a ~ . 1 24 19 ~ ~ ~ .Q z z i. I~ ~o i ~ ak - ~ = 3) SUBSTITUTION: SUBSTITUTION OF ANY PLANT MATERIAL SHALL FIRST BE APPROVED BY ARCHTTECT AS 4 g w ~ _ W (,D TO TYPE. SIZE. QUANTITY. GRAVlLPAltlOMG D• n. ~ ~ I I Q ~ 4) PROTECTION OF PRIOR TO THE PREPARATION OF PLANTING AREA, THE CONTRACTOR SHALL ASCERTAIN fl- w EXIS T1NG THE LOCATION OF ALL UTILITIES. DAMAGE CAUSED BY LANDSCAPE CONTRACTOR TO ~ I q~~ ~ RIMt m 22.32' ~ IMPROVEMENTS THESE UTILITIES SHALL BE THE RESPONSIBILITY 4F THE CONTRACTOR. INOT TD,EX D B' RCP W. INV. 20.03' N N 2 2a GS 2a. 2~y5 ~ / ' ~ 30°kI~GHT INSIGH c~ Q QUANTITIES FOR LANDSCAPE MATERIALS ARE NOT SHOWN 4N MATERIAL SCHEDULE, I~ ~ ~ s• ~ - r..~ ' IANGLE ~s 'o ~ = Z CONTRACTOR SHALL BE RESPONSIBLE FOR NUMBERS AND PLANT MASSINGS AS SHOWN o O tiy~ O- n 6 a aw 18.5. ' CONC PAD ~ - CURB I ,~y2s ~ _ _ ~ o t (n m ON THE DRAWINGS. ' N Q 33 o z z o o z z o v z z v 6 o v v o o v. o 0 0 0 0 0 ~ CURB 1 STORY OVERHEAD ~ ° o ~ A o o ~ 0 0 0 0 ~ „:4; ALL TREES. SHRUBS. AND GROUND COVERS SHALL BE OF THE SIZES AS CALLED FOR O In g g OVERHEAD OVERHEAD ~ ~ OVERHEAD RHEAD A E $ A OVERHEAD O ~ CONC BLOCK DOOR DOOR ~ DOOR DOOR DOOR ~ ~ COMMERCIAL ~ 01 ~ ~~4> ~ I " d W U IN THE LANDSCAPE MATERIAL SCHEDULE. ANY PLANT MATER LS S IA A DETERMII~D BY ~ THE ARCHITECT AS NOT MEETING THE SIZES AND QUALffY AS CALLED FOR, SHALL LF.E. 25.41 " e'n _ .'.4~. •..?t1.4: t I • ~ cl ~ U BE REMOVED FROM THE SITE. CONTRACTOR SHALL SUBMIT SAMPLES AND/OR PHOTOGRAPHS • , 1. ~ I ~ 1, O O ~ ~ C,5 G` ~ GS , GS , p5 42, 5 ~ Z OF PLANT MATERIALS FOR APPROVAL BY THE ARCI-~TECT. n M = 22,31' w ~ con fon tia 2a Za za. 2a' ~ , Z~1; ~ ~ 23~ ry3z ;~q, ~ ~ a" RCP E, INV. 20.33' ~ N U 5) INSPECTION: ALL MATERIAL SHALL BE SUBJECT TO INSPECTION PRIOR TO INSTALLATION AND AFTER O IPO~ ~ p 2~•a h 9 12" RCP N. INV,,~ 0.48' BY ARCF~TECT AND OWNER. ANY MATERIAL FOUND NOT TO MEET THE STATE REQUIREMENTS ~ Zg, Q ~O 5 ~,ee a SHALL BE REMOVED AND REPLACED WITH THOSE MATERIALS THAT MEET THE SPECIFICATIONS - "p ~ ~~O ~ ~ SET BY THESE DOCUMENTS, 2 10.E • - ~ IQ 19 FR( 31. N N „ 12 x 13 BA OF ^ ~ 19DFROM 'p ~ CONC ~ ct ~ ~ O O DRNE ~ a 6) GUARANTEE: ALL PLANTS SHALL BE GUARANTEED FOR A PERIOD OF NINETY (90) DAYS FROM DATE OF FINAL " r URB DUMPSTER SIDEW~ SIDEWALK ,Z I _ ~ INSPECTION OF MATERIALS. AT THE END OF THE GUARANTEE PERIOD: AN QdSPECTION SHALL WOOD DECK 23 . PAD _ _ - h°~ BE MADE BY THE ARCHTECT AND OWNER. , GS \ 6~' 7) CLEAN UP : CLEAN UP SHALL TAKE PLACE CONTINUOUSLY DURING THE COURSE OF THE PROJECT. WITH ad 2a a~ 2k~ ryas C N~•.' N.~ , y $ ~ N~,_ N ~ ~ ~ ~ EXCESS DEBRIS REMOVED PROMPTLY FROM THE SITE. • _ _ .1 ~ ~ ~ 8 i IRRIGATION TO MEET THE INTENT OF THE CITY OF CLEARWATER LANDSCAPING STANDARDS, PER. SECTION 3-1202 S89'S9'02" N N ~ THE IRRIGATION SYSTEM MUST MEET THE FOLLOWING REQUIREMENTS FCM SET ~ IRYC " 302.OOr D ~ 4" x 4" 6' OLF a SM ~ 6312 ~ S89 59 02 3 1.87 M ~ 30.Q0' ~2~' ~ M = 24.03' I. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER MUST BE USED AS A SOURCE a ~ a a NO ID ~ w w •s• w 0 70 N ~ ~ ~ ~ 6 WOOD FENCE i. w a ~ a I e' ~ to" Pvc , INV, 2t.o3' OF IRRIGATION WATER, THE DISTRIBUTION SYSTEM FOR IRRIGATION MUST NoT BE CONNEC ED O T T COUNTY a a. +.oo ~ a a. ° " a .r ~ c ~ 0.43 N. ~ x ~ 'RAILROAD TRACKS N ~ D " I I to" Pvc . rNV, 2os3' OR MUNICIPAL WATER SOURCES. UNLESS Cf CAN BE DEMONSTRATED THAT THESE SOURCES ARE NOT D a AVAILABLE. ALL IRRIGATION SYSTEMS CONNECTED• TO A PUBLIC POTABLE WATER SUPPLY SYSTEM u: SHALL INCLUDE A BACKFLOW PREVENTER AT THE SERVICE CONNECTION, 9~ a N~ a a a a~ c A m ~ ~ ~ a~ N~ 2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGN SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT APPLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY.AREAS a ~ g = _ _ _ - _ _ _ ~ THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT BE ACCEPTABLE, HfGH IRRIGATION NEE ~ MH - AREAS MUST NOT OVERSPRAY LOW NEED AREAS, 1 RIM = 24.50' 3. HfGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE SERVED BY A SEPARATE IRRIGATION e" CLAY PIPE' . . 21.35' ZONE THAN LOW WATER NEED AREAS. SUCH AS PLANTER BEDS. OR MULCHED AREAS WffH TREES, . - - - - - t o" Pvc E. INV, 2t.2s' IN NO CASE. SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIB, I 10' PVC N. INV, 21.25' ( 4. AUTOMATIC RRIGATION SYSTEMS MUST BE OPERATED BY AN IRRIGATION CONTROLLER CAPABLE OF I ~ .DIFFERENTIATING BETWEEN ~:Ti~E SCHEDULES OF HIGH AN LOW WATER .DEMAND AREAS, CONTROLLERS MUST f HAVE MULTIPLE CYCLE STAN CAPACITY AND A FLEXIBLE CALENDER PROGRAM ABLE TO BE SEf TO COMPLY WffH LOCAL OR WATER MANAGEMENT DISTRICT IMPOSED RETRICTIONS. .AZALEA 5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUUIPPED WITH RAIN ~:SEN50R DEVICE OR SWfTCH WHfCH WILL CIGUSTRUM INDIAN HAWTHORN DWARF t~'5 PLANTS OVERRIDE THE RRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. (RHODODENDRON SPP. I ~ ~ - (LUCIDUM I PLANTS MIN. 3 GAL 24" IN HE G " l HT 3D ON CENTER. 60 PLANTS 300 FI.ANTS 6. UNDERGROUND ~RIGATION SHALL NOT BE INSTALLED WffHfN T~~ DRIPLfNES OF EXfsTING TREE UNLESS ROOT PROTECTION MEASURES ARE PROVIDED. ;y ~ BL E P MBAGO GIANT LERIOPE l60 PLAN15 1 CREPE MYRTLE U LU • (PLUMBAGO AURICULATAI 103 PLANTS PLANT MIN; 3 GAL, 24° IN HEIGHT 30" ON CENTER r W ILAGERSTROMIA INDICA) 6 TREES 10) HEDGE MATERIAL: ALL HEDGE MATERIAL MUST BE MAINTAINED AS A MINIMUM 3.0 FOOT HEIGHT OR AT A HEIGHT HIBISCUS SUFFICIENT TO SERVE THE INTENT OF THE CITY OF 'CI::EAf~NATIR: LAND DEVELOPMENT • CODE. • ' YAUPON HOLLY (ROSH - SINENSIS 1 L X IT 34 PLANTS (I E VOM ORIA) 6 TREES II) THE EXOTIC SPECIES, LEu BRAZILIAN )UPPER LOCATED ON SITE MUST BE REMOVED AS A CQ~ITfON. OF SITE DEVELOPMENT, SHRUBS DAH00 . HOLLY 12) MULCH TO BE USED IN PLANTER AREAS, o ~ ~ C ILEX CASSINE 1 18 ~x 24 MIN. AT TIME OF PLANTING ' 6 TREES 36 `ON CENTER. 13) SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED PLANTED MATERIAL TREES WITH REGARDS TO P.H.. SOIL STRUCTURE. AND SEASONAL f-~GH WATER TABLE. LIVE OAK (QUERCUS VIRGINIANA 1 SHADE TREES 7 DES 12` IN HEIGHT 4" CALIPER MIN. TR , NOTE: ACCENT TREES 25 TREES TO BE PLANTED ~ I. ALL REQUIRED TREES MUST NOT CONFLICT WITH 8 INHEIGT , 2 CALIPER MIN. LIGHTING FIXTURES, SIGNS. UNDERGROUND AND OVERHEAD UTILITIES, FLORIDA POWER EQUIPMENT, SET TREE PLUMB 3 TREES TO BE REMOVED WITH TOP of ROOTBALL FIRE HYDRANT. • I-I/2" ABOVE FINSHED 2. ALL REQUIRED TREES WILL BE INSTALLED GRADE OUTSIDE THE CANOPY DRIPLINES OF EXISTING TREES DESIGNATED TO REMAIN. REMOVE TREE STAKES PLANTERS ARE TO BE FLEXIBLE ATTACHMENTS 3. ONLY BAHIA GRASS TO BE USED IN TURF AREAS TO PREVENT CAMBIAL AND GUY WIRES AFTER 8' WIDE FROM INSIDE DAMAGE I COMPLETE GROWING CURB TO CURB 4, MULCH IN PLANTER ISLANDS: o~~ ~ 7 2 Z) 93 sEASON SET SHURB PLUMB WITH TOP OF ROOTBALLI" #12 GAUGE DOUBLE STRAND ABOVE FINISHED GRADE PRO~CT 17'Il.E: REVISIONS: 7-13-05 PER. CITY ~e~ 4. ~ TWISTED 4" DIA. MIN. x 8'-0" PT. WIRE 3 PER. TREE WD, PAST STATIONED 3 PER. TREE 2" CONT. LAYERS OF CYPRESS MULCH ~t~S~ S%o I ~~~~I~E~ u ~ 3" SLIGHT EARTH 3 SLIGHT EARTH SAUCER CONT. ~ PREPARED FOR: " 2"-3".CONT. LAYERS OF SAUCER CONT. FINSHED GRADE SCALE DRAWN BY: VAS VASILEVSIQ " _ w ~ ~ ORGANIC MULCH EXISTING NATIVE NOT COMPACTED SOI 3561 VLANDMARK 1RA~ 1~ 2~ M,RYDER 5 ~ ~ L ~ . FORMED BALL OF e w Holt unt cc wi PALM HARBOR FL. 34684-5x15 of ~ ~ M Tri _ DA1E JOB No. ~ ANT HOLES W/ CONTAINER FORMED BALL OF VERT.SIDES I -04 \fVLER SIDES CONTAINER T. SOIL MIXTURE T4 ~ SOIL MIXTURE SH" PLA W COWAM TREE DMWM DETAL RE No. 9 FLA. S~l~6R No. 473 NQRr LANDSCAPE PLAN TE OF AUMORRArION No.4166 (o Ya N N o ~ 1 1 , + 19 TARP 7~ w n ?Y I r"' ~ ~ +N fFi @@j 1! yr ~e L's.. i LVUJ ~I • Pt~~o~~tiNi~ , ~IvC~ • • bB~C~LE~E . ~5. . 'Q~ g~e 4 3t • k.. iE , 4. fi, , . r ~ z~' n,' Ja r. _SL~ a„<; - y ~u y 1. ..F N I A 0 1 ON 93 - ~ ova a_,....,...1 ~ ~ ~ uIHD ~ I}u . N p ~ 'VISTAscNOD, w N ~ o Q~ ~~H o ~ S t` to NIOHUNO SOUS TDN SLE ~ '~c~ ~ i y~~Wy eErm s srlorP~Nr?cE R' ~ ,3 ,iG VENETIAN ;Dp 3~Q [ iSAND EZ. .p N. ST - ~N7~a~'~ ~ a~ :Pall;, _ ND M~s-= ~ y ~YN LEM:WO LOT t S) 3.4.5.8 , 9 TOGETHER WITH THE 10.00 FOOT ~?1T 70K: ~ k5~. ~ ° ~ w ~'.:~~@ i.. ~~>Y H C LN !FlI {~~q~~ Ton 1 6 LN w i t11i 110 ~ ~ ~ • SE T. s ~ c ~ D s NDY~ NINGS isaaaRE VACATED ALLEY ADJOINING ON THE WEST . BLOCK I I . ~ C~~~~ ~ o o R.' ~q° 1.333JSIAHDWAY I ~ R. osA' ~ z~-'~•~ ~ ~ > - ewr a ,r ~ , h ~ rP ~v < EcE1f. ~ "19~ E ~ ROVE EM P 1•~~ ~j~~ ~ ,2STAFBOARRTDWER, , . ~~R~~E~ PINE CREST.. ACCORD I NG TO THE PLAT THEREOF 5 ~ I,. P~` _ ~ k`. ~ AR cYi . A TNI~' CLIPPER CDVE , as ~~No ~---a ~ F, p ~ AI , .9 ~A~R REDREAT ~ RECORDED I N PLAT 800 yam , - 0 A ~ ~uuE~cou~- m . r,. _ K .PAGE fib OF THE F ,-s~ ~rTr rnT~, ,ate ~ ~ y ICfI" 7 - 1 V ~ ~I ~'Bf1~I~~I~D Cf~A;1L, _SC~K'LY 1.1 Q O,~FA t. Q . ~ R.. R R { "'k . BIN PUBLIC C ~ D RE ORDS OF P I NELLAS COUNTY. FLORIDA. ® . `~c~ : ~ ~ ~ vourd,~~. ~ y H R I ~ ( I I~P~D ~ HERITA6 • ~ . R - GEN R o ,DD ~ ESI. ARETON R r~ELL~.F ~ tr ol~, A ~ 'beRi ALA ~ • D' L' 'h~ ~ 1'A[ ~ a i ON lE ~ ~ llN r ~ (Q E7 ~ L T~ SCHDOL 1NEIG A N NINA ~ . . a ' ~ IN .c ACME FF=5T ~ RW lF ERN. f ` ,1. ~ r o, ~ O ] P ~ DISC. Y • ~ ~ ® 0 ~ ~ ~ 5 i ~ I ! ~ G ~.~;1~c~ e f PIIL E T~ ~ ~ ~ ~ v T _ ~ 4i r o_'' 3 ~ ~ LAS' ~ a ~ PALM 0 ~,qC+ N C1 1 J i ATR~4^ ^.F 7k~,Yb,, CE~~~ - I~ ~ ~ - 9. I - ?JACKRUSS p ~ ~ , sv:,l,~,ia a Lu , ~ ~ ~ ~ ~ ~S p STA?lUM to t0 ~ ~ ~ ~ \ 3 EMINOLE T ~ ~ ~ ~ ,r71r TD WATER a i~ ~ o0 • C~1 ~ 0 - ELEM. ~ i 1!1 ~ F a I ~ iiY ii ' E cou p ~ ~ '~I I HR DR BLUff ; w MA =sT k ~ 90 ~i ~4 ~y ~i ~0 g 4 fi ~1~I !~D e C 6~ 1L ~ C 1L_ ~ ~ _ N~ s . ~I11. RE1,CR c ti A ~ N < < E ~ 6 ~ ~:,~WaR oC NW OD 6 DEaS o D sr • F ~ r-apv r~tMr+rR ~1,~~~ ~ ~x F~~ RCE . a ~ C D NS : ~ Lc ;rtil,~r 'f, a` ~ pn, r ° ~ u ~ ~ ~ , ~ UBRARV _ ':C4 YE ND S , o'. 'JRTER' P J ST.. i r• POI,fT wuc' ~E E Q . z aeE I Tr1 ' i ~ r.~6;: \ , o / f~r~Rr rrkni ~ ti E~ n ~ ~ ~ N ~ I e ,,~J't rl~r. wetF~t~h,veouam~ ti ~ dE ppESr 1'" > w P . PREIIlDEB E. T. ,e CO RY""661 ~ ~ v h Kra F w sT ST . ~ SS ° ~4 ICE ~ ~ ¢ b~N(s' ~ G . . z CDURSE ;s ZZ _ PI EST. PINESiN~ ~ ER 7 _ N 'i(r 09 - INE 5f.Sa ~p N ST. ~ w . . ti ~ RD ~ w U Svcrn;;:aop~ ' R D R 1 tltirrrr~, sPUrn;rti E~ o ~ _ . • ~CCVr~ TilSW00DE ul ~ W RN '661 w - NE. 9~ • HARBOR $ ~ " Z RS ~ R , S PA onus p a p , OAKS T ¢ ' ~ JE ST , d ~ ~ Q~ 0 5 recHra<aurr ~ ND ~ E ST I BA ~ i~N?~SarF, crrvuMns_ 1 SHOPP p ~ ST' - - - - - - - I ~ ENU`~ DE.. ~TU OlA z N " p I ~ D a. fG. ILLk101 ~ . l _ CEM. .B R ~g . I I. y N S e r _ ~ BRf~ ~ , ~ • ~ dw , Rp N. TA " s. - 9 9 9 ~ n„~ , ~ ~ G~,F fela~s~ 7[~~ ~~TSt;,,, IJY YY 80 8~ r ~~~~1 2D f4 6' c~a~ic sca>F r • 2a wM D4 wM ~ EX (STING ~ FIRE ' nYU HYDRAN T o~oac OoRNkR Po ~ I~ r~, NO ID ~ I I II II I I i 1 o~ ~II I I I Nm ' - II I I I I. oo L4T1 II LOT 2 ad LOT 10 cd LOT7 d LOT 6 I d IT2 II II ~ xd ~d td ~d d d d d 9 ~ d SAT ~A~ I k ~I d~' I sad' ° ~ II ~ ~ s~~a I Ft89 59'02'W 302.00 (d) i i. ~ qP N89°58 16'W 302,00' (M) I ld) ~ I $ i~ I I I~ 9!t' `4' IRYC 5.36'8. ~ a I ~d a ~ dad 1847243 ti yt~p. dF 4d ~~da ' ,,t. a ~ a z z ~ PCM ~a~a °ta~ ti ~a,¢ a, ~I a I I I I I rn ~ I ~d„a . aL.l" aa~ •r.~a'e~ ~ a~,t 14 I~'ar i~ d d~ uo to ~ ~a ~ Ra rd~'o?~ ~ d+ W' d ~ d ad d d I d ~ d T~ a~ a~,v .S d ~ ~~4 2s 5,48 X A 1 • X X X X X X Ga? ~d~ d~ d w 9.44 g ,4 ga '~a~a~-a~a- 1.68'9. d ~ da tid?a I I 6'ar 19T02Y 4,71' 8. rte LOT 9 LOT 8 . LOT5 LOT 8 / I I 1 RIM - 22.68' LP,e • 24.22' x I I BLOQC 11 R~ d $LOC;K 11 ~ d BLOCK 11 ~ d d BLOQC 11 d / / o : I I I I 1 12' PVC N. INV. 19.$9' > d~ ~cltAVa Pi1R1gNG/ / / o ~ ( I 1 ~ I I z 0 d d .d d 4~:% ~ 2R~ R~ ?d d . d Q d d~ ' GRAVlI.PARIVNG . ~ 5,00' 6'o~NCw~u / ~ ~ . ' Icl . I~ ~ _ ~ $ •I •II ~IW~ 5.36 ~uorieo 6'cxt ^ ~ I I PAST 5.00' ~ 6,85 I eti9r~e~ -c' ABAt~ ~ / " ~ I • : ~ a • I I RIM - 22.32'' Q. 0 I I u~ D0~ 4 ~0 ~d ~d ~c~? kd d cA ~~d fi N N ?1' QR~ yR. ZR~ yR~ d~ ? N ~ dpp~ i II 8'RCPW.INV.20.03' I"~ ~Q ~ d O O yb~ - - ooHC PAD 0.00' -w--- Pr 4 ~ 19TOtt1' IAt 4 ~ :p c~celcac ( I o+~ _ 81ock I I ~ s coNC wAll. ~ 3 ~ p U _ ~ x at ~ ~ I.re, 25,4 ~I a 1'd kd Rid Rid ~f~ ~.CA ~d .C~ d Z 2 ?l' ?A ?A• 25~ ~ yoi ~ Z . , R•~' a k y,.¢~' , ~d~ z g ~ I ~e~NV.2o.33' N U ~ i ~ ~ 12' RGP N. INV. 20.48' i Yom' f j ti~ ~ d I , M`U 7.30' ~ I d .P • V'~V.~. S• s,,,~ arc I colrc PAD d d d I ~ 2R+~ ZR~ f~ R•1.fi~? R CA ~ f~'? f~ 1. f~ d z z d ~ a k •Q - 9erl~IRYC 589°59'02'E 3C °59'02°E 302.00' (DJ ~ 30.00' ~ Mz4.os' 4~ x~4~ 6' ar P3M ~ s312 589°59'02'E 30 d °59'02'E 301,8T lM) lawc9. INV, 21.03' ao to oaa w ~ 8 ~ _ o swoon Pewce a ~ 0.49' N. N > ~ G 8 ~ ~ ~ $ 8 RA11150AD TINCK9 ~ I y~~~ 1 10" PVC NW. INV. 20.93' RAIIRCND TR,ICK9 ~ ~ 8 N I s • , a °1 x ~ 8 8 8 8 8 8 8 8 ~ 8 8 s 8 S I a~w Mti - I I RIM ~ 24.50' ' I 1 8'CIAYPIP29, INV. 21.35' I I 10"PVCN.INV.21.25' . I I ,LEGEND -~4- 0(ISTING CONTOURS Z~ EXISTING GRADE PRUJEGT 111LE ~ ~~Q~oNE 1727) 934~S VASKI SERVICES _ v~~a~~syy wns~vs~~ ~ ~ ~ - 1" 2~' M.RYDER ~ 2 ~ ~ ~ ~ . JUU1 YLfIIYJI'U1fV~~ IfU11L. „ !P9PP; ` . ~ W ~ d' PALM I-IAI~R, FL, 34684-5015 ua~ ;xls iu~~r, ~ s ~ Q ~ . u.,~ 'r' TFI (]IA_7G_OIG 1hCfJl_OIA~'~ ~ I~ ~r L'1't C i IU:I 1L; VL PJ • ' *EETS QI w VAID,~ ~Lto MAWM EXISW COM ION P LAN P P No. mg F:a REa "3 oF AvMae¢Anora Ty 19 . . . . . . TAPON 1,/ . ~ i~~ ~ a ' ~ ~ `II~,..(~i CIc~,FT~~~~i~'' t'3b1 MYD ~ ~ ~ DII~TIIdG . sp s>c FII~ HYD'I' . - BLOCK CORNER CORNER I ~ I fD IR NO ID OIDIR ~ i 20 IO t 20 I r I I c~gPldC SCALE ~ • 20 j ~ ~ II m I I I ~ I I. ~ GENERAL NOTE$ • w • ~ ~ j ~ ~ N ' I I z I I ~ ~ - JOB NUMBER: 1250 -04 i ~ ~ , j I APPROX. DRIP LINE N ~ 1 OF EXISTING TREE I ~ ~ Y~'1 I ~ II ~ 1 I I~ w I I a 1, 'ALL ELEVATIONS ARE BASED ON THE NAVD 1988 DATUM,.. CONTOUR INTERVAL: ONE FOOT (1'), ' j o0 r X15 Y/Vi ip/Y, i. r r 23 g. 5 . GS , GS , . GS . GS 2 , OS 23' 23A 23'5 2'52 52 ~ 0 0 5 ~ I > I I ~ ~ , I .y ~ Ia I I ~ s9 c~ 2. ALL DIMENSIONS ARE~APPROXIMATE, SUBJECT TO FIELD SURVEY AND FINAL CONSTRUCTION. 231 2,55 3~ 5, 2 O O. 2"~ 2 ~ 2'S 2~ ~ III zz' INSTALL ~ ; • ; , : ~ ~ C) / . o~ ~ tiw , INSTALL 95 L.F. OF o a z ~a',~p~ ~ ~ j ~ " 1 P.E. WATER SERVIC o o - z~~ I I 1" WATER METER WITH BACKFIOW 3. ;THE CONTRACTOR PRIOR TO CONSTRUCTION'SHALL LOCATE ALL EXISTING UTILITIES, ~ ~ ( N89 59 02 W 302.00 (D) E 1 I „ o0 PREVENTION DEVICE PER. • o~ I I I I I ~ CITY SPECIFICATION 4. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, ,TAKEN- fROM COh1NTY ATLRS SHEETS, "AS-BUILT' " 4 cLf \ N89'S8 16 W 302.00 (Iv~' , ~ ~ ~ o 0 SET 1RYC j 5.38' S. j . o?~ , py pfR 3b'd p1, Z Z ~4,~~.. ot~ sb .°p~• . o~ ~ 3 . o o~ y~ fCM II II ,PLANS, AND FIELp INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING • - LB X7243 ` ~ d- . o~ `2b ~ `~d pb ~S ~ j ~ 6 d- ~ j 1b / A . . OPT j4 d- 4"x4" I I PROPOSED ~ FUTILITIES PRIOR70CONSTRUCTION. I • ~ cs 25.00 , ~ . c~ sf ~ 4 ot~ , c5 !.'O 9f I ~,k ~ . ep4`p~ w ~ ~k. p~ , ~ dd o~• 3d~ ~d, B ~ , ~?'d Zg kp Zk ~ 4,~ ko e ~ 2b,p d' ~ ~ ~ , 4p~ 3~ d ~ ~ ~oc~`"" °~o~ I 3 ,I4' s. OUTFACE CONTROL. STRUCTURE ~ • . GS 2 23' 23' ~ tid ~ 23.5 d o~ ,2~' W I I ~ TOP ELEV. = ~3.::~'S 5.WATER AND SANITARY SEWER SERVICE TO BE PROVIDED BY THE CITY OF GLEARWA'fER, , b ~ ~ ~ ~ II 22ea INV. ELEV. = 19,&9 ~ 3 Y U fi ka 9 L"~ X X X X X X b' o~ d 0~ Or"-^y3 '1,A ~p'„---q' Cpl--•J',y 9, 6.BOUNDARY AND TOPOGRAPHIC SURVEY BY JONN W.~STRAGHAN, P.S.M. LICENSE NUMBER: ~ ad,~o~. N ~ ~ \ ,69'90 ~ d ati ~d d av o~ ~d d dr ?A qd 7,PROPERTY ZONED; ' IRT PROPOSED SITE USE: OFFICENUAREHOUSE. ~ r- BC8 0~ 4.92 24.5 2 . 4 00 I I ~ PROPOSED LAND USE: IL I ~ II II INSTALL 15 L.F. OF I r' ~ ' 12" PVC AT 2.00 • SMDE~.•CONCRETE'~ SIDEWALK , . ~ . ~ , 1 STORY ' ` ~ I I ~ 8. . ?EXISTING SITEDATA: ~ . ' WOOD fRAME ' ° ° 192 L.F.E = 24.22 0 0 $ , ° o o 4.30 ~ 19 ' cv T.0.8, = 24.00 ECTOTAL OWNERSHIP: 0.74 ACRES (32,381.33) M.O.L. SRE IS VACANT. G5 24.1' z ~ y °z z° 2•y 5 0° ~ F N / . ,fig 3$ G5 12. o~ acs 2k 3 Os oy. z ? I S ~ N z; /19 ~ II BOTTOM= 22,00 F . ~ry 23.0' ~ DEPTH o 2,00 ~ , 9; a~IATER S~'STEM AND~SEWER SYSTEM INSt"AI.LATIONS SHALL BE IN ACCOROAN E WITH THE'.CITY OF 2 2 l~ 2k' 23'~ 32 G Q ~ 1 23.3 23'~ ? , POND 19x50 - 950 S.F, s 2 ~ 24 19 11 E ~s ~ 3 11' 8' I22z' ~o II ~ ~ ~ ICLF.ARWATER..,SP.ECIFICATIONS, ~ ~ • cl2 ~ z w , . gam, 1 STORY o 0 2 R(M = 22.68' ~ 10, ALL CONStRUCT10N TO BE IN AOCORDANCE WITH THE CIlY OF CLEARWATER REGULATIONS.. ~ _ ~ ~ N INSTALL CLIANOU o ~ B ILDING HT. 20 F • ~ WITH coNC. coLLAR 2' i~® II 12" PVC N. INV. 19.39' ~ 1 I 1. ;CONTRACTOR TO UTILIZE STRAW BALES OR SILTATIONS SCREENS ,bURING CONSTRUCTION TO CONTROL FIN. FL ~ o INV. EL = 19.69 ,ELEV. = 25.10 8 I I RIM1= 22.32' ~ " IEROSION AND SEDIMENTATION.' 05 , Z Z GRAVITY WALL P ~ ~ 9 Zk~ 2k:5 kp S ~ ~ ~ / M F.D.O.T. INDEX No a I CONC. I I 8" RCP W. INV.' 20.03' I ' ! 2¢,6' Os ?R k2 GS 2 ~ 23 , ~5 Li. ~ N 520 ~ 1 .R, 2 ,w 24.00 b z DRNE II ~ ~ ~ 12. ;THE CONTRACTOR SHALL CONTACT 1`HE OFFICE OF THE ENGINEER FOR CONSTRUCTION .DETAILS NOT ~ o , i - 2? cl 1 a ~ jSHOWN: ~ O CONC PAD ~ 2~ h W ~ 3,3 ~ ~ ~ $ r T6 ~ i ~ ° ~ ° S ~ ° ~ ~ ~ 24.92 ~ INSTALL 4 ~ S e 22.00 2y2$ 8" ~ ® U 1 • ' D ' ~ o ° c °o ° o o $ °0 0 0 o WIDE CONC. FLUME CI ~ ~ ~ 13'. ~EXISTIN~C SITE DATA: ~ . O ~ 1 STORY OVERHEAD ~ ~ ° ~ OVERHEAD OVERHE z ° ° ~ 0 0 0 ° SEE DETAIL CONC BLOCK DOOR ~ f ~ OVERHEAD RHEAD. ~ ~ f z OVERHEAD ~ 24.08 O D00 DOOR DOOR D00 M :p 0 I IM = 22.31' ~ CONCRETE SURFACE: , 4,30.95 S.F. (15,23/0 COMMERCIAL R O ~ L.F.E. 25.41' x - . , , • ; ,a• - s . , . , 8 RCP E, INV. 20.33' C ' ~GRAVEL'(PERVIOUS): 17,450.38 S.F. (84,77%) 0 I i2" RCP N. INV. 20.48' ~ O 0 O ~ . GS GS ` t i , ,r 0 0 k~ k3 k3 k~ c~ ~ ~ , ~ , ~ 24.14 fn ~ ,t;~ 2 2 2 2 2k' 2'~5 ~ ~ 25'~ 24.84 g,2 H.P. 6 URB 2q URB ~ 23.36 ~ iTOTAL A. REdi:.........~.. . ..32,881.33 S.F..... (1A0.0(!%)........................... ' 24,00 INSTALL 25 L.F. OF ~ ~ ~ • I , 1 ?3•g ~ ~s Oo ~ . 2 24.20 ' o- 3~ aF " SILT SCREEN ~b. 1 _ - O GS s ~1A ~ p 2i PER. F.D.O.T. INDEX Lai ~ " "'~-'"I" • A M I o z3~` cs ~ ~a 259,' , B es c " UNDERDRAIN WITH ~ ~ 14. • PROPOSED SITE DATA; ~ J , I o- , ; LINER , No. 102 . s VERT. CURB d' TOPAEfEV~ 24.92 N, 1.00 N - 'BUILDING.. • . ..F.. % . , , , 9 800 00 S ' • (29 85 ) ~ O CONC , . N I• 22'09 INSTALL DRIVEWAY rr9 PAVING 12,585,91 S.F.. (38,87%) T~ 25.10 N 12' x 13' i = INSTALL 12" SLOTTED ~ c 23. NVERT ELEV, 21.92 R C 24'98 INVERTED C 0 24.51 DUMPSI'ER 24.25 DRAIN '~F r cp,~e 23.36 .z Iz DRNE 'PER. F.D.O.T. INDEX ~ SIDEWALKS . ~ 1,572,00 S.F, (4,85°!0) ' . R ~ PAD - _ 0.40 % 24,2$ TOP EL = 24.00 WOOD BECK - ' No. 515 (URBAN ~ ~ IpERVi0U5: 7,673.42 S.F. ~ (23.70%) . - _ ~ ~ \ ~ POND: :950.00 $:F: (2.93%) • e c5 23 s ~ INV. ELEV. = 22.20 ~ s .5 c5 ~ O5 cs 3w 2 cs p' k k~ 1 ti 3. tir, I 23 2.y1 Zk. 2 2 2k 2k 23.36 23.36 • i y ~ , ~ 6's TOTAL AREA: 32,381.33 S.F. (100.00%) , 3~• ~ 125.10 24.20 , 6" VERT. CURB 2 ' I SAW CUT AND 15. .FAR = 9,600 S:F,; 0.298; ISR = 0.73. ~ REMOVE EXISTING CURB I s S89'59'0"" " "FCM " Er ~ IRYC ~ ~~E 302.00 D 6 CURB INSTALL 4 x 4 6 CLF a ~ a - ?,~S SM ~ 8312 24.60 ~ S89 59 02 E 3 1.87 M 0 INSTALL SAN MH 16. A I G RE UIRED: 1.5 SPACES PER 1•,000 S.F. (warehouse). NO ID 0 70' ~ a ~ w . ? , a a SILT SCREEN LEANOUT CLEANOUT X23 RIM = 24.03' a N ~ ~ cs s ~6 WOOD FENCE`,, a a;PER. f.D.O.T. INDEX a~ FC a~,~ N ~ --t s 0.43' N. ~ • o. 102 a' 4"x K a~ ~'CM a~, .I zs tc 10" PVC s. INV, 2t.o3' ' 17: PARKING REQUIRED: 14 SPACES. , a- 4"x4" m I 2~• I 10" PVC NW. INV. 2os3• PARKING PROVIDED: 14 SPACES{including 1 Handicapped): ~ RAILROAD ~ TRACKS ~ ~ ~ ~ c c~, D a • ' . I ~ 18. PLC UTILITY MATERIAL AND WORKMANSHIP MUST COMPLY WITH THE STANDARDS FOR DESIGN AND a aA ~ a~ a~ a a a a~, s m, y ~ ~ a~ CONSTRUCTION OF WATER, WASTEWATER, AND RECLAIMED FACILITIES FOR PINELLAS COUNTY. a~. a N, ~ ~ N N ~ G~ , ~ 19. ~ROPERTY LIES WITHIN .FLOOD ZONE "X" .AC.CORDING TO FLOOD INSURANCE RATE MAP N0. 125096 PANEL ~ s = - _ _ - - - - _ ~ ~106;_REVISED 09.03.0~;'PINELLAS COUNTY, FLORIDA. ~N , I SAN MH ; I ~ 20, f ItAN3POftTAfiION IMPACT FEE: , $87511;000-. - I RIM = 24.50' ; . . I I 8" CLAY PIPE S. INV. 21.35' WAREHOUSE: I - - - - - - 1 O" PVC E. 1NV, 21.26' 9,600.00 S.F. $8,400.00 , ~ ~ t ' 2~ ' ~~Y CoQrr~mate Pontl :125~P0~D ~ . , ~ ~ „ 2 GEND. • ~ 10" PVC N. INV. 21.25' ~ , , II 0,. e,_On ' ( Q 21', OTE T .CONTRACTOR: (Tree bameades & Erosion Control Measun3) Y F~B~ , ~ - • • I,. ~ INTERIOR LANDSCAPE AREA , ~ ; Q , ~REQUIaED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT g 43.062 .........r..,........j..........,...........1~ SO .i. I •1 ~W ICONSTRUCTION. ENCROACHEMNT INTO'OR FAILURE TO MAINTAIN THESE BARRICADES WILL RESULT IN ' ~ 5 IL TEST GROUND EL - 23.00 t ~ . ~ S/W . ; S.H.W. EL = . 0 8 ENFORCEMENT ACTION WWICH MAY INCLUDE CITATIONS ANDIOR PERMIT.REVOCATION. ~ - ' ~ ~ j 4 218 !'24 I GROUNDWATER EL = 19.10 I L ~ T• , . °K3 ti I z H.P 2~ 22. ~INTERI R LANDS APING3REQgl$EN1ENTs... 1,077.00 S.F. ~ (10% OF VEHICLE USE;AREA) 1 11.5 ~ Zi.ll I • a } 0T M ~ I 'I 4~OS EXISTING GRADE si I ;22 ; {22, X25 24.2Q i 1' a t' I 126LL,~~~~' 'a TERf R LANDSCAPING AREA PROVIDED: 1,068,00 S;F: I ( ~ i~ ' I ~ i i?I PROPOSED GRADf *1' 1.05 i ~ P OPERTY 24.28 i 25 WQ ~ , 1,05 % 24.00 23, 36 ; t ~ 23. ION-SITE ELECTRIC AND COMMUNICATIONS LINES WILL BE UNDERGROUND, . 0 4 ~ 31~ , • 6~g 72 I I ; ~ ; ; ~ ~ t. DIRECTION OF FLOW . ~ 9 ,,9 I EXISTING GRADE ° ,22.09 .r 3..... y 24. ~1VHERE UNDERGROUND WATER'MAINS AND HYDRANTS ARE REQUIRED; THEY SHALL BE, INSTALLED, GRADE 23.5 ~ ~OMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241, CLEARANCES OF 7'/' IN FRONT O-~ SILT SCREEN . ~t 8 18 , PER, F.D,O,T. INDEX CI 12 SLO TED OF ~4ND TO THE SIDES OF' THE FIRE HYDRANT WITH A 4' CLEARANCE TO THE REAR OF THE HYDRANT ARE , ~ , , , ~ 7 ;17 No. 102 , ZI EQUIRED. , , , I , , 1,' , , , ~ v"`-..~4.~ EXISTING CONTOUR LINE j9 I , . , fl I i. i s ~`gp ~ ' SAW CLITAND ! ilg ~ 25. 24FOOT ROADWAY SHALL BE CONSTRUCTED OF A HARD, ALL-WEATHERED SURFACE TO BE COMPLETED , t. , . , ,,1.,...„.:,, ~ , ' , .,.I_ i ~OR FIRE APPARATUS ACCESS PRIOR TO CONSTRUCTION. P(;,F,ASE ACKNOWLEDGE THE INTENT TO COMPLY ~18 , ; . SCALE HOR j I n I ~ , ~ , . , un.<~. s I z•= 4 , . I ~8 ~RlOR TOA DEVILOPMENTORDER. - r I I 7; VE I7 5 ~ ,..i , ~ JSD ' rg ( ~ , tl, • Ii „I R Y D IVEWA , , , , , . zIVEWAY ~ PROF I L€ ~ '8-B' ~ , , , I~ SCALE ,HORZ.I ~ 10 ' , - ~ ~ . • - I I~ , • , ~ _ 4~ - , • , ~ : ..t , . ~ 1 I ' ~ • , , , , , i ..~.;r. A. . , , 1 I , 14 ....I , N.... ~ A 1 1.,, :u,::«.. . i... , 1.:. - . , • , I i, oNE >`to. 72>, g3 PROJECT TITLE: REVISIONS: Qa ~ ~ 4 ' . UASKI S~RU7CES ~ ~ I g ° PREPARED fOR: ~ . ~ ~o rfl ~ . ' I 1 - , 1 ~ ' . I i i i i 'VAS VASll.EUSKI "SCALE DRAWN BY: SFEET No. ~ o ~ • ~ ~ l 2~ f~.RYDER 3 I ~ ~ ~ ' PAIN HARBOR FL 34684-5015 ~d~ ~.hu:,,,:,, . or N ~ . w..:. , , , i , , , ,125 04 sus p M Ir11. ~zO. 2.462 Y~ DRAWNa 0.0 5.0 „10.0., i5.020,25,0, 30,0 35.0' 40..0 4.0. 50.0 • ATE, . Mal v nr 77, - 77 (Aj Ei A. j SITE PLAN s~j kRVE~YOR 40 73 FLA. OF AUMOR¢ATION r NoAM s~~ r~ t -q : 1 ARe i ~~f~~~ F_ , • ~ C lOS IL ER T R S ECI I T OPERATION AND MAINTENANCE INSTRUCTIONS FILTER GRADATION PRINCIPLE POST POSITION CONCRETE DUMPSTER ii E POST POSITION PAD t MIN. 4' THICK ' 9 f CANTED 20 TOWARD FL D 20° TOWARD FLOW) ~ I~ ; ~ ~"u~ 6 HIGH CONCRETE BLOCK 3500 P.S.I.) 6"x6"x10' GAUGE t~8. ~11E g~ ~ SY .OPTIONAL POST I, CUT GRASS WEEKLY AND REMOVE CLIPPING AND DEBRIS, POSITIONS Zo,~ 3/4' 100 WALL WIRE MESH ~ , U DE U D WITH WATER ANNUALLY VIA THE CLEANOUT. No84 77 - 86 ~ I 2. N RDRAIN TO BE FL SHE a No. 20 26 - 69 I 6' MAX, u r 5" BOLLARD 12' - O" ~ • STORM EVENT. FLUSH No, 40 9 - 43 POST f OPTIONS : 2 x 4 OR ~ ~ 3. IF WATER REMAINS IN POND 36 HOURS AFTER A 3' ABOVE D WATER DOES NOT DRAWDOWN, Ne. sD 7 - 27 2 MIN, DIA, woaD: STEEL CONFORMANCE WITH UNDERDRAIN. SUBSEQUENT TO FLUSHING AN Na. IDO s - 7 1.33 CBS./ FT. MIN.) SEC, 985 F.D.O.T. SPEC. UNDERTAKE REPAIRS AND REPLACE UNDERDRAIN AND FILTER SAND. IF ) NOTE: THE D20 SIZE OF THIS FILTER IS APPROXIMATELY 4.42 MM FILTER FABR NECESSARY. AND THE VERTICAL PERMEABILITY RATE lK) 1S 13O FEET PER. .---FILTER FABRIC GRADE O , e a e • . DAY f SEE GRADATION CHART NO LIMESTONE OR CRUSHED SHELL IN FILTER MEDIA. ~ ro ' ° . ~ ° . ' . • 6' HIGH CONCRETE BLOCK OR a • s • s ' ~ o e WOOD FENCE • 4. VISUALLY INSPECT CONTROL STRUCTURE SUBSEQUENT TO A STORM EVENT. T.0.8. ~ c ~ ~r FLOW SILT FLOW • . ' ~YATER U LtTY EL =.27.00 , Q o 1 ' ? ' n s ro z a , 'a ~ r , i ~ 1 ~~r ~ m / N 4 • a O sECrION ~ ELEVATION IN ` . ' ~ io • 1D~s NOTE. SILT FENCE T6 BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE l LF. ) rJ p g CE , CV a° MP T R •a° TY E II[ ILT FEN i` ° • a „ ~ >~o /f 4 THICK BLANKET ~OaO ~ • . • ~ OF ROCK • ' ~ ' ' ~ ' ' CONCRETE DUMPSTER ' ° ~ ' ' ° ~ ' ' ° ' ' ^ PAD t MIN. 6' THICK " 80TT~M _,i 6" BOLLARD ; ,•a aa0o Ps.l.) 6'x6'xIO' GAUGE ELr 22,00 ~ r a SILT FLGN ~r FLOw ' , ~ ~ " ' , % ~ , ' , : ~ , ' , WIRE MESH o o a • . ` S.H.W. ~ - ~ . , ~ • Y . • , • { , , ELr21.8 DUMPSTER TO MEET CITY OF CLEARWQTER • 1 1 ' / , 12' WIDE GATE C 0 DE INDEX No . 70l ' ~ - ~ MIN. 10' WIDE OPENING • ~ . TYPE ,III SILT FENCE . ' • • 0 UNDERDRAIN DETAIL , P ND LT FENCE 8.6 OF _ N • • , ~ . SCALE ( ( s~ NOTE: SPACING FOR TYPE 111 FENCE TO BE IN ~ 30 MIL. ACCORDANCE .WITH CHART I. SHEET I OF 3 BE fN :ET I OF 3 . FILTER • ' NER c ' ~ = ~ TYPE IlI SILT FENCE AND DIT H INSTALLATIONS AT DRAINAGE RAINAGE TIE BEAM WITH SINGLE-WIDTH DUMPSTER .ENCLOSURE • ' , ME~DI~ ' • r, t STRUCTURES. SHEET 2 OF 3 • ~ ` " TYPE lII SILT FENCE PROTECTION 2-1p5 REBAR CONTINUOUS . " . ' ~ , , ~ 6 .UNDERDRAIN 0.7 R AROUND DITCH BOTTOM INLETS, , _ „ ~ WITH 30 MIL .LINE . ' ~r. • • • ~ ~ (:E.= 19.69. DO NOT DEPLOY IN A MANNER THAT SILT FENCE WILL ACT AS A DAM ACROSS PERMANENT FLOWING 12' . SWING GATE ' CLEARANCE MIN, O WATERCOURSES.•SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY ' (TYP.} ' ' r' " ' ' ' ' " USED AT PERMANENT BODIES OF WATER. • ' 0, 7 ~ 7.3 2,9 , ' , 1-~5 AT 4' CENTER I.50 ~ 8.0 SILT FENCE APPLICATIONS . - 8 ~ ' ORO.P PIN 2' - ~ ~ F.D.O.T. INDEX No. 102 o• , 3/. , ~4 e t4' ~ ~ ~ ~ FTP - 25 • , END OF PAVING END OF PAVING , d . 12" • ELEV, - ELEV. - ° , ' d a ~ _ a" ; s" OCK BASE COMPACTED TO A a ~ 3000' P.S.I, CONCRETE SLAB ' 6• SHELL OR LIMER DENSITY. ~ ~ ' ' ' , ~ N•OF ,99 x OF MAX. ° n , n ~ ' '8"X 16" CONCRETE FOOTING ~ -MONOLITHIC, MIN 6' PdO ®Y t0 . ~ , ? ° , , , ° ` p ° p ~ ` W/ 2~ ~5 REBAR (TYP.) THICKNESS, 6"X6"/ 10X10 ~ ~W.W.F, , r' 1 , a a a ' 01!Ei'Y BLUE WHITE 9' STABILIZED SUB -BASE o ~ ' 2~4 • MIN. F.B.V. 7S P.S. ~ 4' ' 12' DIA. 4 W/ d a d a• d a ° ~ ° , ALUM. PIPE a ,I•, P~'' BACKGROUND BORDER & • a 2SS ~ SYMBOL P ` ~ • ~ F.B.8~~4 , , INVERT ELEV, - ' ` ` ' ' ~ ' 3/4' VARIES FRO ~ 12' CORRUGATE ALUM. SLOT ° ~ '8' CHAMFER 8 ~ ' M ~ CHAMFER ~ • y•. :i : ELEV. d• ~ • DRAIN PIPE , ° TO ELVEr 4" \ .•r•'t'. f •.i I" SERIES "C" a \ } ' 3,060 P.S.I. CONCRETE ~ -I J ' ' ' ' ~ PARKING BY LETTERS a \ , . J E_ Q - ' wHITE ~ DISABLED U 2 ~ X , ~ r • ( I ~s" DIA. STEEL 80lCARDS ( , BACKGROUND BLACK M M WX ~ _ • 1 ~ Q PERMIT BORDER wQ ~ " ~ m.. CONC. FILLEQ (1YP)" . ~ ~ ~ LETTERS i, NOT TO SCALE I rr ' ' • 3~ Z, ; VARIES ~ ~ ~ ~ ~ I ~ ~ ~ ONLY NOT TO SCALE ~ ~4 -~M .'I n ; o 5 10'-9' I I ~ ~ w ~ ~ I t~ c.x 2"CI ~ ?4 . S/- ~ 2'C a J.. 4 .4 ~ I I ~ ~ I WHITE - 4 r ci ~ ~ 12 ' p } ~ ~ ~ Q ~ " I I BACKGROUND 15" a ~ o ~ I ~ tO 12• ~ I SERIES "C" 'm a 5 00 3 _ a r • x~ 3 fax I CLEARANCE MIN. ~ $ 255 FINE ~ I• BLACK io ' w w 12 w.. l~~ . _ ~ ~ SURFACE _ I LAYER 4F 55~ 3-2 , I ~ ~ ~ • ~ ~ - 00 I/2" BORDER F"S. 318.14 f" SERIES, "C" • N a SMOOTH ROOFING FING ~2 • ~ VARIES' - ` I ~ ~ & I" LETTERS L5' ~ ~ ~ swlNC GATE / 1 , ~ ~ ~ w m ~ n ~ n c ~ e ' Mfn• ' I I (T~rn. . I / ' 2~ 2~4 • / X , w • 4" Ir DiA. 4" ~4"• 12' DIA.. ' ' SURFACE , SECTION L_ ~ O" 3" - =RS OF 55# SMOOTH ROOFING ~ ~ ~ ~ FTP - 55 { ALUM. PIPE ALUM. PIPE . r . , , ' 2 -LAYERS OF 55# S 4" 12' DIA. 4' . ~ < .L CONTACT SURFACES OF - - 'L ~'nw , ~ DROP'PIN HOLE ' ALUM. PIPE Oo {MOP ALL CONTACT , =w CONCRETE AND R40F1P c ~ 'E AND ROOFING WITH CUT • BACK ASPHALT. STOP ti ~t .,BRICK', v ' - ~ , PAPER 6' BELOW TOP PHALT. STOP ROOFING ~ (TYP.) H/C SIGN ' BELOW TOP OF WALL.) CITY OF CLEARWATER, PLORID.A • • . r•• • 12' CORRUGATE 1 \ 12' CORRUGATE BRICK'. • SECTION / RUBLiC WgRKS ADMINISTRATIbN ' ~ ALUM. SLOT ` ALUM, SLOT ~ ' ' . 3,000 P.S.I. CONCRETE ~ 12' CORRUGATE KEY DETAIL 1 T DRAIN PIPE DRAIN PIPE ~ ,SLOT ~ F.D.O.T. INDEX No. 520 ETAlL i TOP VIES) ~ ~tdOINEERINC " OA1E e/o~ I ~ . DRAIN PIPE ~1 GRAVITY WALL TY BALL NOTES ~u~{PSrs NG~E ~asuRF ~~A~N~; NOT TO SCALE ~ o~ 1. GRAVITY~~ WALLS CONSTRUTED A; 3NSTRUTED AS EXTENSIONS OF REINFORCED ~ • ' . ~ Nar To SCALE ESTIMATED QUANTITIES FOR WALL CONCRETE RETAINING WALLS. E> • ~ Nor To SCALE ~ DESIGNS. SHALL HAVE THE SAMI NG WALLS. EXCEPT WALLS OF PROPRIETARY , HEIGHT PER. LINEAR FOOT OF WALLFINISH AS THE REINFORCED CON aVE THE SAME FACE TEXTURE AND VFORCED CONCRETE~RETAINING WALL. Ig' - O' PARKING 24' - 6' DRIVE TOP OF SKIMMER . . {EXPOSED FACED) CLASS I CONCRETE { CY 1 STEEL { LB, 1 • I ' A "PIPE SIZE EL.=24.25 :GRATE . 2. COST OF REINFORCING STEEL AI 'ING STEEL AND FACE TEXTURE AND ' UDED IN THE CONTRACT UNIT PRICE FOR 2'-6" 16' - 6" 12,' - 0' . 12' - O" .1 2' EL - : .9a5 I'. 0.07 3 FINISH TO BE INCLUDED IN THE 23 . 4 12 PVC 2 0.13 CLASS I CONCRETE (RETAINING (RETAINING WALLS) CY. TYPE ASPHALTIC • ~ ~ 3' 0.24 5 . WHEEL STOP CONC. WEARING SURFACE ' a: 4' 0.32 6 , 8' I' - 8' 3/8' GALV. BOLT, . • - I/4" PER. L.F. I/4" PER. L.F. , . 5' 4.43 7 crf 30 GAUAGE ALUMINIUM W/ . III=III=III=III=11=1=°== _____________________________==11=III . ; • r • " ;R''y;i'w:c .NON CORROSIVE FASTENERS , r,z• " i . - ~ LIMEROCK. S41L CEMENT OR CRUSHED ~ COMPACTED SUB-BASE o. S BARS - 12' O.C. ~~;,~w~ , v.,aaxr. 5 , is r:: r:~.: CONCRETE .BASE / L.B.R. 40 24' DROP AT ALL T~`PICA.L PAVEMENT AND PARKING SECTION DRIVES IQ I ~ 6' x 6' No. '10 W.W,F. ~ ALUMINUM ANGLES , 3/4"R. 12 12 j,~ ~ ?.I 'N ~ 12' 12" - , WEARING SURFACE ~ PAVING. SCHEDULE o ~ SPECIFICATIONS : ' ' ~ ~ ~ ~ ~ ° o . ~l , ~ N _ i,. r -]C I. STEEL :BASE SLAB No. 4 AT 12 O.C. UNDERDRAIN 2. O.C. { OR W.W.F. f . • ASPHALT BASE 4 AT f ~ •".'-wt~ WALLS - No. ..a - °i m ..:v..!~ ~~F•, FINISHED 6- I/2 RAD ~',•'•"~i:~::F. ~ 8 ~ TYPE OF STREET SUB BASE THICKNESS / { L.B•R. 3 ASE THICKNESS THICKNESS CONCRETE ` 2. 4000 P.S.I. - . . PAVEMENT ,k. FINISHED GRADE - • LIGHT TRAFFIC • I-I/2' 6' 9' / L.B.R. 40 • - - STABILIZED I TROL STRUCTURE DIMENSIONS STABILIZED SUBGRAQE MEDIUM TRAFFIC I-I/2' 6" 12' / L.B.R. 40 ALUM. SKIMMER OUTFACE CON :~F~ N - - _ _ COLLECTOR COMMERCIAL INDUSTRAIL 2' 8" 12' / L.B.R. 40 No A B C D E F G - ~~F`°' - ~•,ibi. 11 + - 23:95 , ARTERIAL 3' 10-I/2" 12' / L.B.R. 40 f 12 PVC 42'6 19:69 GUTTER CURB DETAIL A , U C S Cd A ELEV. -23~:J~5 NOT T4 SCALE - 3' - 0' ~ • . oNE No. 727.83 DROP AT , PRO,ECT TITLE: REV1510NS: Q~ 4~ 3' - 0" 8' _ g' ~ DRIVEWAYS 5" • r I 24 6' - 6' 6' ~ ~ 9" IS" g" IS" ~ WEARING U/ 1SKI SER Y ICES g ' ~ ~ 3/4' R. 2• ; ; 2 ELF 24'.25 I B.. N GRATE EL. 'E' ~ti / N , ~ ~ 3f R ~r~"~ • • ..a.. . 3/4" R. SURFACE PREPARED Foy ~ ~ , ~ , • • • ~ ~ •j :5 VAS VflSIl.EVSKI SCALE' DRAWN BY: SHEET' No. pW o ~ j ,~r~~~:f ?j 'f ~ .TJU! YLJIIYU'U1fU~ INW.. D ~ ~ , ' • A PIPE SIZE IS 12 PVC m " " . i . H~RBO FL 3404 of ~ a . • • P1111~1 R -5015 DarE ,,:ioB r~o Ira ~ 5 ~ o 'c~~Q'Q~•~~_ • TEL f~F-(~~-f~~ ~17F(11`-.f~d•' A ti vvu vnv~. w vi uv JL- u iy 4. ars~i~ 0 ` l' p 6' UNDERDRAIN 67BOTTOM ELEV. - C UNDERDRAIN T.`V a~ ~ SEAL BY 2 OUT _ INV. EL. -1969. 1969 - OUT-CURB: DETAIL IivL. *HON 1111.. ` ^ DATE' ISOMETRIC VIEW ELEVATION V.IEW 0 A. ~f G Nc. 21939 SI~tV", No: 4ji, T E OF A FUL NoAl%. S~~rE _A TAR4~C1 3' G1~Ld'! .y. ~ ~ S C! ~~I~. ~ ~ I 8W NB J ~J tVMI I ~;if~(t~r CI.~!',fiYtirl)f:fl I ~ ~I , G'r3~ EXISTING t:w sg MYC FIRE HYDRANT - ~ ~ , n BLOCK CORNER FD IR ;ORNER - ~ nl I<} Q• gyp' NO ID I ID R - (~iAPidC scatE r • 20• I - ~r D ~ I I' II II - II ~ II • II ill - I I I i>o in I II II - I I NM I ~ ~ I~1 I r~ o0 I~1 W • ~ r 05 L~T10 $ c;; ~ ~ , c;; LOT6 ~ , 05 , c5 cb , c,5 ~ ~ , II ; II N ;II t~ GS ~ G5 ~ ~5 O O y'+ ~ ~ ~ Ill X90, ~ y'~ 2"~ ~ 23 I , oP~ ; . ~s z o~ v~v~ o~ , O O I o N89 59 02"W 302.00 (D) 0 0 o II ~ . I I I I o0 4, CLF N89 5816"W 302.00 (M) , ~ 3~ o~ , ~ I~ II I sEr tRYC 5.3a' s. BUILDING TO 8E I ~ g`'or~ ~ o z z ,,4 ~ , ~ r~ o~ FcM I z I I I I LB $7243 REMOVED rDA1~ ( ~ qty ~ ~3, p~. e~` ° ~ ~ z' Q° ~ , ot~ oP~ s,~ F~ tD Zk X04 o~ 4 9. eo , oPF ~j , oP~. ~ oL 's° ~o'" ~ o~ ~ v roe ti% , o~ GS , G5 3'(' p1. 2a o~ C,5 ~ $ . e°~, ~r;°' g , o~.k " ~G5 P~ ~ , p~ d h~ ~3 d 0~ 73 w oo' s. I I , ~ ~.A1~SCA~ NOTES 21' w. I I k 5. X X X X X x X 10, ti ~ ~q , D~ Z ~ ~ o . . - ~ 9;4F i) PLANTING SOIL: ANY SOIL BROUGHT ON SITE SHALL BE NATURAL. FERTILE. FRIABLE SOIL AND FREE OF n II . ~ } ANY OBJECTIONABLE MATERIAL t!? m ~ N ,Cd9. u o ~0 5 0~ ~ti ~ ~ I r, p-- ~ti o CCR T 4.71'9. ~ " ~ ~ :3'.~WIDE'~'"GONCRETPc.$IpEWA(, ';'r,''^'•~`;,'~`:. I ( I I ~ I ~ 2 , ~ 2) PLANT MATERAIL: ' ALL PLANT MATERIAL SHALL BE FLORIDA #I OR BETTER AS ESTABLISHED BY GRADES 1 STORY AND STANDARDS FOR NURSERY PLANTS OF THE STATE OF FLORIDA. DEPARTMENT OF ~ II ~ ll R2" PVC N~NV, ts.3s' I AGRICULTURE. ALL PLANTING BEDS AND WATER BASINS FOR TREES SHALL RECENE 2' wooD FRAME 192 ' LF E 5 24.22' o °o v v o • ~ , . I I i i 0 MINIMUM GRADE CYPRESS MULCH. ALL SODDES AREAS TO BE ARGENTINE BAHIA THCK ~ c,5 . G5 . o~ 2~-4.11' CS yk` , G~ ~ ~ ~ ?3 ~ Z ~ r `y~ Q WELL ROOTED AND FREE OF WEED. (ALL AREAS SHALL RECENE PLANT MATERIAL OR SOD o..d o l l ~ z l y ~ ~ y ~ a. ~ 1 24 9~ ~c 111~, w ~ 3) SUBSTITUTION: SUBSTITUTION of ANY PLANT MATERIAL SHALL FIRST BE APPROVED BY ARCHITECT AS . z Q z ~ . , z ~ I~ w ~ TO TYPE SIZE. QUANTITY. g W , 00 rsuva.~ a o ~ II 'may Q ~ 4) PROTECTION OF PRIOR TO THE PREPARATION OF PLANTING AREA. THE CONTRACTOR SHALL ASCERTAIN 5.8G ; ~ / ~ a- ` ~ ' I I CI t 0. , EXISTING THE LOCATION OF ALL UTILITIES. DAMAGE CAUSED BY LANDSCAPE CONTRACTOR TO 6 UN I TS o / . , II RIM ~ 2232' ~ IMPROVEMENTS THESE UTILITIES SHALL BE THE RESPONSIBILITY 4F THE CONTRACTOR. . P a I (I 8 RCP W. INV. 20.03' 00 00 y~ ykb h~ ~ 5, t;s Q V / w CONC Q QUANTITIES FOR LANDSCAPE MATERIALS ARE NOT SHOWN ON MATERIAL SCHEDULE. o DRS ll 1s = ~ CONTRACTOR SHALL BE RESPONSBLE FOR NUMBERS~AND PLANT MASSINGS AS SHOWN I 't ` - G,~ ~ m ON THE DRAWINGS. ,0 6 ~ ~ s O O CONC PAD ~ ~ O - CURB ~ ~ ~ 3 0 o v o o 0 0 0 o v v o ~ CURB Q ~ ALL TREES. SHRUBS. AND GROUND COVERS SHALL BE OF THE SIZES AS CALLED FOR ' ,:b ~ ( d w U IN THE LANDSCAPE MATERIAL SCHEDULE. ANY PLANT MATERIALS AS DETERM~IED BY 1 STORY OVERH z o o ~ ~ o o ~ 0 0 0 0 k:b o ~ CONC BLOCK DOOR ~ ~ OVERHEAD OVERHEAD F g OVERHEAD RHEAD ~ ~ A OVERHEAD ~ O DOOR .r ~ DOOR DOOR DOOR ` j p THE ARCHrECT AS NOT MEETING THE SIZES AND QUALffY AS CALLED FOR. SHALL COMMERCIAL ~ ~ . . . I ~ U BE REM4VEU FROM THE SITE. CONTRACTOR SHALL SUBMIT SAMPLES AND/OR PHOTOGRAPHS Lf.E. ~ 25.41 x •<'c f',v.c:~ W~1~~~:' 'i,' . cl Z aF PLANT MATERIALS FOR APPROVAL BY THE ARCHITECT. • RIM = 22.31' ~ O O O K! yMk yw~ y~ yk~ yti~ y'~~ / 3,~, ~ cs , (n fA ?3.g. ~ / y y3 s" RCP' E INV. 20.33' U 5 3 INSPECTION: ALL MATERIAL SHALL BE SUBJECT T4 INSPECTION PRIOR To INSTALLATION AND AFTER . 3 ~ t2" RCP N. INV 2oas' ~ N BY ARCFITECT AND OWNER. ANY. MATERIAL FOUND NOT TO MEET ThE STATE REQUIREMENTS ~ o o ~ , o ~ o ~ SHALL BE REMOVED AND REPLACED WITH THOSE MATERIALS THAT MEET THE SPEC~ICATIONS - - - - _ _I - ( ~ ~ SET BY THESE DOCUMENTS. ~r tf- o ~ CONC ~ N 6„ 12'x13` N N Q o DRIVE f ~ 6) GUARANTEE: ALL'PLANTS SHALL BE GUARANTEED FOR A PERIOD OF NINETY (9O1 DAYS FROM DATE OF FINAL Z I A _ ~ INSPECTION OF.NIATERIALS. AT THE END OF TIDE GUARANTEE PERIOD. AN WSPECTION SHALL ' g" r CURB PADPSTER _ w00D DECK CURB 23 - ~ BE MADE BY THE ARCHITECT AND OWNER. ,cs ,c~ ,c~ 1,c;s ~ ~ k~ ti~ x c ~ 2~ ' ' 71 CLEAN UP : CLEAN UP SHALL TAKE PLACE CONTINUOUSLY DURING THE COURSE OF THE PROJECT. WITH yti~ y y y 6°CURB ~ ,ysa EXCESS DEBRIS REMOVED.PROMPTLY FROM THE SITE. I ~ ~ 8) IRRIGATION TO MEET TI-E INTENT OF THE CITY OF CLEARWATER LANDSCAPING STANDARDS. PER. SECTION 3-1202 _ S89'59'0?."E 302.00' D THE IRRIGATION SYSTEM MUST MEET Tl-~ FOLLOWING REQUIREMENTS : FCM SET ~ IRYC , , , 30.00' ~ ~ Mtt ~ I. SHALLOW WELLS. OPEN SURFACE WATER BODIES. OR RECLAIMED WATER MUST BE USED AS A SOURCE 1~ RIM = 24.03 of IRRIGATION WATER TFE DISTRIBUTION SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO COUNTY 4" x 4" s' c~F z,~ sM ~ x312 , S89 59 OZ t 3 1.87 M NO fD 070' N ~ a'•'' @ 4 .s., g, aw eaw~,' FCN FCM I 10" PVC S. INV, 2t.o3' OR MUNICIPAL WATER SOURCES. UNLESS fT CAN BE DEMONSTRATED THAT THESE SOURCES ARE NOT a ~ ~ zoo p 4 WOOD FENCE a a 4"x4 a x N ~a. 0.43 N. ~ t,. ~ `RAILROAD TRACKS 9' ~ Q, ~ 4"x4" ~ I I to" Pvc Nw. INV. 2os3' AVAILABLE. ALL RRIGATION SYSTEMS CONNECTED TO A PUBLIC POTABLE WATER SUPPLY SYSTEM q, D a I SHALL INCLUDE A BACKFLOW PREVENTER AT THE SERVICE CONNECTION. ti; ~ 9+ 9+ a a# a~ a~ a,, a* a~ 2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGN SUCH AS LOW TRAJECTORY HEADS OR SOAKER ' C Q as ~ ~ ~ ~ N ~ iJ~ ~ ~ N ~ HOSES TO PROVIDE DIRECT APPLICATfON AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS _ _ _ _ _ _ _ THAT DO NOT REQUIRE IRRIGATION. SUCH AS PAVED AREAS WILL NOT BE ACCEPTABLE. HIGH IRRIGATION NEE a N l SAN MH - ~ AREAS MUST NOT OVERSPRAY LOW NEED AREAS, i I RIM m 24.50' 3. MGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE SERVED BY A SEPARATE IRRIGATION I l s :CLAY PIPE S. INV. 21.35' ZONE THAN LOW WATER NEED AREAS. SUCH AS PLANTER BEDS. OR MULCHED AREAS WffH TREES. _ . - to" Pvc 2 INV, 2t.2s M No CASE. SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIB. l l I 10 Pvc N. INV. 21.25 4. AUTOMATIC ~RIGATION SYSTEMS MUST BE OPERATED BY AN IRRIGATION CONTROLLER CAPABLE 4F ( ~ .DIFFERENTIATING BETWEEN TIE SCHEDULES OF WGH AN LOW WATER DEMAND AREAS. CONTROLLERS MUST ! I HAVE MULTIPLE CYCLE ST~~T CAPACITY AND A FLEXfBLE CALENDER PROGRAM ABLE T4 BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT IMPOSED RETRICTIONS. . 5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUUPPED WITH RAIN~SENSOR DEVICE OR' SWITCH WHCH WILL AZALEA CIGUSTRUM INDIAN HAWTHORN DWARF PLANTS OVERRIDE THE RRIGATION CYCLE 4F THE SPRI~(LER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. (RHODODENDRON SRP.) ~ ~ , (LUCIDUM 1 PLANTS MIN. 3 GAL. 24" IN HEIGHT 30° ON CENTER. - 6. UNDERGROUND RRIGATION SHALL NOT BE INSTALLED WITH~1 TI~ DRIPLINES 4F EXISTING TREE UNLESS ROOT , 60 PLANTS 300 RANTS i PROTECTION MEASURES ARE PROVIDED. ~ BLUE PLUMBAGO GIANT LERIOPE (60 PLANTS 1 - CREPE MYRTLE ' (PLUMBAGO AURICULATA) 103 PLANTS N 3 A 2 G 30'~ 0 C - ~.F ° ~ LLAGERSTROMIA INDICA 1 PLANT MI G L. 4 IN HEl HT N ENTER . 6 TREES , ~ 10) HEDGE MATERIAL: ALL HEDGE MATERIAL MUST BE MAINTAINED AS A MINIMUM 3.O FOOT HEIGHT OR AT A HEIGHT - SUFFICIENT TO SERVE THE INTENT aF THE CITY OF ~+C~EAR!R LAND DEVELOPMENT HIBISCUS ' J CODE. ' YAUPON HOLLY (ROSA - SINENSIS 1 34 PLANTS IILEX VOMITORIAI 11) THE EXOTIC SPECIES. LE. BRAZILfAN PEPPER LOCATED ON SITE MUST BE REMOVED AS A c~ifjlDITION " OF SITE DEVELOPMENT. 6 TREES • SHRUBS - DAH00%: HOLLX 12) MULCH TO BE USED W PLANTER AREAS. f ILEX CASSINE 1 18 ~x 24 MIN. AT TIME OF PLANTING . • 6 TREE S 36 ON CENTER. , 13) S41LS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED PLANTED MATERIAL WITH REGARDS TO P.H.. SOIL STRUCTURE. AND SEASONAL HIGH WATER TABLE. TREES. ' LIVE OA K SHADE TREES tOUERCUS VIRGINIANA 4.. 7 TEt~ES 12 IN HEIGHT, CALIPER MIN, NOTE: ACCENT TREES 25 TREES. TO BE PLANTED " C I. ALL REQUIRED TREES MUST NOT CONFLICT WITH BIN HEIGT , 2 ALIPER MIN , r . ~ LIGHTING FIXTURES, SIGNS. UNDERGROUND AND OVERHEAD UTILITIES. FLORIDA POWER EQUIPMENT. SET TREE PLUMB 3 TREES TO BE R EMOVED WITH TOP OF ROOTBALL FIRE HYDRANT. FI/2" ABOVE FINSHED - 2: ALL REQUIRED TREES WILL BE INSTALLED GRADE OUTSIDE THE CANOPY DRIPL(NES OF EXISTING TREES DESIGNATED To REMAIN. 3. ONLY BAHIA GRASS TO BE USED IN TURF AREAS REMOVE TREE STAKES ~ PLANTERS ARE TO BE FLEXIBLE ATTACHMENTS 8' WIDE FROM INSIDE • TO PREVENT CAMBIAL AND GUY WIRES AFTER DAMAGE I COMPLETE (MOWING CURB TO CURB SET SHURB PLUMB WITH . 4. MULCH IN PLANTER ISLANDS. ONE t 7 2 7) s SEASON TOP OF ROOTBALLI" - PRa.~cr Tm.E: R~ ~~~Q~ 34,S/~. #12 GAUGE DOUBLE STRAND ABOVE FINISHED GRADE & TWISTED 4" DIA. MIN. x 8'-0" PT. , WIRE 3 PER. TREE WD. ,POST STATIONED 3 PER. TREE 2' CONT. LAYERS OF . I~tISK~ ~E~UIC~~ - ~ _ ° CYPRESS MULCH 3" G SLI HT EARTH ~ 3" SLIGHT EARTH SAUCER CONT.. PREPAREQ l:oR: 2"-3' CONT. LAYERS OF SAUCER CONT. FNISHED GRADE ORGANIC MULCH EXISTING NATIVE . VRS VRSIL.EV5ICI „sc~>F DRAWN BY: safer No. - ~ ~ NOT COMPACTED O . S IL 35~ ~.RN~R~ Twin 1 = 2~' M.RYDER ~ W , , . , , , , FORMED BALL OF PRLM HHf~RRBOR. FL. 34684-515 ~ r.~ : M TEL ~ i~F 1~-~iF 1~~ -~f71~,0'~; 5 ~ r-a L ' _ Q ~ _ . - PLANT HOLES W/ FORMED BALL OF PLANT HOLES W/ UUN I AINEK VERT.SIDES ¦re~~v~soes~ur ¢-.i lv Y-).l .`1L.lYy IU-r! N NJ ~ CONTAINER SOIL MIXTURE V G SI 6 gy FLANM COWAM SOIL MIXTURE SH" TKE D~ti~ 7 ..PLAM~+iG DETAa, . . , . NIX /'&T9 DSCAPEP L A N 21§39 FLA. VEYOR 4073 oRr o~ ar~rf~aRaarioN.No.466. y 19 TARpat~