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FLS2008-07015CLWCoverSheet FLS2008''0'7015 2570 GULF TO BAY BLVD HOLIDAY INN EXPRESS ATLAS # 290B ZONING: C LAND USE: CG RECEIVED: 07/02/2008 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC : CDB: r `Clearnater Planning Department 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 - Plans and application are required to be collated, stapled, and folded into sets ❑ SUBMIT FIRE PRELIMARY SITE PLAN: $200.00 ❑ SUBMIT APPLICATION FEE $ CASE #: . RECEIVED BY (staff initials): DATE RECEIVED: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 04/24/2007) PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: Menna - Pinellas, LLC 36464 US Highway 19 North, Palm Harbor, Florida 34684 -1330 727 - 781 -1900 FAX NUMBER: EMAIL: PROPERTYOWNER(S): Menna - Pinellas, LLC I List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: Northside Engineering Services, Inc. Renee Ruggiero, Project Planner P.O. Box 4948, Clearwater, Florida 33758 727 - 443 -2869 FAX NUMBER: 727- 446 -8036 727 - 235 -8475 EMAIL: renee @northsideengineering.com B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECT NAME: Holiday Inn Express PROJECT VALUATION: $ 150,000 STREETADDRESS 2 2.5t ' - Gulf to Bay Boulevard, Clearwater, Florida 33765 PARCELNUMBER(S): 18/29/16/00000/140 /1220 PARCEL SIZE (acres): 2.66 Acres PARCEL SIZE (square feet): 115,754 sq ft LEGAL DESCRIPTION: See Survey PROPOSED USE(S): Existing 106 unit hotel, adding to site an accessory cafe use and building DESCRIPTION OF REQUEST: Specifically identify the request (include number of units or square footage of non - residential use and all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) See Attached Narrative C: \Documents and Settings \derek.ferguson\ Desk top \planningforms_0707 \Flexible Standard Development (FLS) 04F- 24- 07.doc n Page 1 of 7 Pl.i�:NN,10d11: NUWMAENT CITY OF rura"iAIER DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO _ (if yes, attach a copy of the applicable documents) FLS- 2006 - 12071, FLS2006 -09061 AND LS2005 -11085 C. PROOF OF.OWNERSHIP: (Code Section 4- 202.A.5) 19 SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. 21 1. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913.A) Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain how each criteria is achieved, in detail: The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. See Attached Narrative 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. See Attached Narrative 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. See Attached Narrative 4. The proposed development is designed to minimize traffic congestion. See Attached Narrative 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. See Attached Narrative 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts; on adjacent properties. See Attached Narrative RE "k CADocuments and Settings \derek.ferguson\ Desktop \planningforms_0707 \Flexible Standard Development (FLS) 04-24-0 '.'c 0' 2008 Page 2 of 7 - fii��x,;c CITY Or a ur �J • WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) q,/ Provide complete responses to the applicable flexibility criteria for the specific Use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary) — Explain how each criteria is achieved, in detail: E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria /Manual and 4- 202.A.21) p! 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; LoK All adjacent streets and municipal storm systems; C/Y Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; Cy A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. IRr Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; Signature and seal of Florida Registered Professional Engineer on all plans and calculations. t7 COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Ook 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) A SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies; 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; J$ TREE INVENTORY; prepared by a "certified arborist ", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such 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 accordance with accepted traffic engineers g principles. The findings of the study will .be used in determining whether or not deviations to the parking standards are approved; I� 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; C: \Documents and Settings\derek.ferguson\ Desktop \planningforms_0707%Flexible Standard Development (FLS) 04- 24- 07.dooc, //�� 2UU8 Page 3 of 7 V rr 0 i CV G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) SITE PLAN with the following information (not to exceed 24" x 36 "): Index sheet referencing individual sheets included in package; North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; All dimensions; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; All existing and proposed points of access; _ All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; Location of all street rights -of -way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas; _ Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening {per Section 3- 201(D)(i) and Index #701); Location of all landscape material; Location of all onsite and offsite storm -water management facilities; Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. SITE DATA TABLE for existing, required, and proposed development, in written /tabular form: EXISTING REQUIRED PROPOSED Land area in square feet and acres; _ Number of EXISTING dwelling units; _ Number of PROPOSED dwelling units; Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces & driveways, expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility easement; Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. REDUCED COLOR SITE PLAN to scale (8'/z X 11); 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; C: \Documents and Settings \derek.ferguson\ Desktop \planningforms_0707 \Flexible Standard Development (FLS) 04- 24- 07.doc RE(. O 4 D Paon d of 7 'T 0 sy 2000 r r��r, � F•,, x� n; , .r4 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) LANDSCAPE PLAN with the following information (not to exceed 24" x 36 "): All existing and proposed structures; Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on -site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and /or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. REDUCED COLOR LANDSCAPE PLAN to scale (8' /z X 11); ❑ COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the (�qj/nprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. /'r I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) BUILDING ELEVATION DRAWINGS —with the following information: All sides of all buildings; Dimensions; Colors (provide one full sized set of colored elevations); and Materials. REDUCED BUILDING ELEVATIONS — same as above to scale on 8'/2 X 11. J. SIGNAGE: (Division 19. SIGNS / Section 3 -1806) 00 Alv_ �Pr All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) Comprehensive Sign Program application, as applicable (separate application and fee required). Reduced signage proposal (8 '/2 X 11) (color), if submitting Comprehensive Sign Program application. C: \Documents and Seltingslderek.ferguson \Desktop \planningforms 0707 \Flexible Standard Development (FLS) 04- 24- 07.doc PEt E-1 V° Page 5 of 7 n s 2006 • • K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) t%/Gx cs r � � L40' ❑ 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 - 5624750) 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. Traffic Impact Study is not required. U4," ... CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and /or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. ❑ Acknowledgement of fire flow calculations /water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. Fire Flow Calculations/Water Study is not required. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562 -4334. M. SIGNATURE: I, the and rsigned, acknowledge that all representations made in t[#, ap lication are true and accurate to the best of my knowled a and authorize City representatives to visit and pt}6togr ph the property described in this application. re of property owner or representative STATE OF FLORIDA, COUNTY OF PINELLAS ern to a d subscribed before me this / day of A.D. 20 2�_to me and /or by who is personally known has produced as identification. Firypbli,, y, ' ";y "N` .. My commission expires:;,,�,;,� ►, C: \Documents and Settings \derek.ferguson \Desktop \planningforms_0707 \Flexible Standard Developm t 0 - yrs y q_°�O(viF.ilS$I,ON.# 57,871B Page 6 of 7 f or fO". 'Xf�IREA:'bctobei 14; 2010 1-800-3-NOTARY FI_ Notary Discount Assoc. Co. E • N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed - PRINT full names: Menna - Pinellas, LLC Chhabria Enterprises, Inc. 2. That (I am /we are) the owner(s) and record title holder(s) of the following described property (address or general location): 2570 Gulf to Bay Boulevard, Clearwater, Florida 33765 3. That this property constitutes the property for which a request for a: (describe request) Adding an accessory Cafe use and building to the existing 106 unit hotel site 4. That the undersigned (has /have) appointed and (does /do) appoint: Housh Ghovaee, CEO - Northside Engineering, Services, Inc. as (his /their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City represe iv s to visit and photograph the property described in this application; 7. t (1/ ), th igned authority, hereby certify that the foregoing is true and correct. John Menna -�z. �' Gus Menna Propeqy..IDvvner Menna Pinellas, LLC fr f, Property Owner Menna Pinellas,LLC Marc Menna. f /1� / ' 1�� Mario Menna 11 / !" P ertt, Owner Menna Pinellas, LLC !' Property Owner Menna Pinellas, LLC STATE OF FL RIDA, Shantia Singh COUNTY OF PINELLAS roperty O r Chhabbria Enterprises, Inc. Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this day of C? La personally appeared who having been first duly sworn Deposes and says that he /she fully understands the contents of the affidavit that he /she signed. m eaee.o ...eue.au.na ............... Ianocn.man KERRI HENSEL u�,,,,,, a�t�Yn Comrr# DDOi4t')924 v — -- • E*jm 12/10/2011 Notary Public Signature Notary Le F1oAde Nollivy Assn ttc My Commission Expires: L ( C) A0 .e.eeu.auuu..uuo u. n u.. C: \Documents and Settings \derek.ferguson\ Desktop \planningforms_0707 \Flexible Standard Development (FLS) 04- 24- 07.doc �! n S` 004 Page 7 of 7 + C;I7V Caw C't� '_"v '' , . • LETTER OF AUTHORIZATION This letter will serve as authorization for Housh Ghovace (agent Name) with NORTHSIDE Engineering Services, Inc. to act as an agent for (Property Owner's Name) And to execute any and all documents related to securing permits and approvals for the construction on the property generally located at a5 -7 Z) E (Property PINELLAS County, State of FLORIDA. Signature of Property Owner Address of Property Owner City /State /Zip Code F; j7 i?r : ame of Property Ow�er Title Telephone Number .'.'�. OC 2008 State of r / j The foregoing instrument was acknowledge before me this day County of n �`"r' of V � 20 1 , by S "N7-JAI S1 rSt'� who is personally known to me or who has produced . . as identification and who did (did not) take an oath. 1 ^��;��IFARY 1'?1PJ:JC- ',,UE OF FLORIDA Commission #DD531438 Notary Public Expires: MAY 03, 2010 (Signature) po;.t4ad 7114140a4tip nbrndin.g Ce:; Jnci ,>� � L Commission #� (SEAL ABOVE) �1,---(Name of Notary Typed, Printed or Stamped) • 0 LETTER OF AUTHORIZATION This letter will serve as authorization for IIoush Ghovaee (agent Name) with NORTHSIDE Engineering Services, Inc. to act as an agent for (Property Owner's Name) And to execute any and all documents related to securing permits and approvals for the construction on the property generally located at 0 'W (Prop Vf PINELLAS County, State of FLORIDA. Z5�d- Signature of Prop )kty Owner Print e of Property Owner Address of Property Owner City /St to /Zip Code State of County of�> � 1C\ C'.M -�� D% 1y10f�D11 r e� Flode. r+onn" bv (SEAL ABOVE) C`�� Title ---� n- -� <� (' �C�()o Telephone Number S��YF•��SY. -I� :y R.�: � .{`. i' ►'!i" f "' ;7 The foregoing instrument was acknowledge before me this t S � day of wJ ` , 20 D�, by rz _, as who is personally known to me or who has produced as identification and who did (did not) take an oath. Notary Public Commission #'M® {Q-1 Lf (Name of Notary Typed, Printed or Stamped) • • LETTER OF AUTHORIZATION This letter will serve as authorization for Housh Ghovaee (agent Name) with �NfiMYHSIDY ,engineering Services, Inc. to act as an agent for (Property Owner's. Name) And to e ecute any and all documents related to securing permits and approvals for the construction on the property generally located at 5-)b -- Location) LLASS �C�� ounty, State of FLORIDA. .719nature of Property Owner Address of Property Owner ity /S to /Zip C de �� Print Name of Property Owner Title Telephone Number, State of h \�tInuk , The foregoing instrument was acknowledge before me this County of ��45 of —`�, 20a, by,� ��n �Y�L� as J who is personally known to me or who has produced _ y9eBBeerPeePN9� ®��Q��j •Breeernorra [)M740924 4 1211012011 Fbilde Plokary Ate^•. kio +uen.rpgenrr.err ^ra .......... ONna.ur as identification and who did (did not) take an oath. Commission #�� b 0�4q C',1,;Z 1Nm� tv RECEIVED � s -. 2000 ._ �Sk day Notary Public (SEAL ABOVE) ��c�I QJ�S�I (Name of Notary Typed, Printed or Stamped) 0 0 LETTER OF AUTHORIZATION This letter will serve as authorization for Housh Ghovaee (agent Name) with NORTHSIDE Engineering Services,, Inc. to act as an agent for (Property Owner's Name) And to execute any and all documents related to securing permits and approvals for the construction on the property generally located at D— (Property Location) PINELLAS County, State of FLORIDA. Signature /f Propertypwner k i::?, ( 01z, Address of Property Owner City /State /Zip Coe 3 464 State of County of of . C.MMS DW (SEAL ABOVE) V7I 44z- e Print Name of Property Owner C--�,Z> r1. -r Title - -I - --)<i ( -r (S C-S n Telephone Number The foregoing instrument was acknowledge before me this lf�, V day of 20 )Sj by `ozsL. C V —M as who is personally known to me or who has produced _ as identification and who did (did not) take an oath. Notary Public (S' Commission i7EM (Name of Notary Typed, Printed or Stamped) • LETTER OF AUTHORIZATION This letter will serve as authorization for Housh Ghovaee (agent Name) with NORTHSIDE Engineering Services, Inc. to act as an agent for (Property Owner's Name) And to execute any and all .documents related to securing permits and approvals for the construction on the property generally located at a- (Property Location) PINELLAS CV'Gnty, State of FLORIDA. of Property Owner -C) Address of Property Owner City /State /Zip Code .- (ca State of County of7 ,e ..... ............ouuu..w■u.........v ° KE" "ENSEL ° p� 4 v� 740fl2 haY rr�¢: ! e 12/1012011 Fbtkla'NoterY Man-, kIC ..................... ,.................uutl (SEAL ABOVE) Print Name of Property Owner Title Telephone Number t; �! 7000 The foregoing instrument was acknowledge before me this � &� day of , 20d_, by �C-61 6 (N"enr-`r- , as who is personally known to me or who has produced _ as identification and who did (did not) take an oath. Notary Public (S' e Commission # i�� > a ` Q (Name of Notary Typed, Printed or Stamped) Exhibit "A" to Flexible Standard Development i E RiNIN Holiday Inn Expansion — 2570 Gulf to Bay Boulevard NES Project #821 DESCRIPTION OF REQUEST: W .._ � 2000 CITY OF Flexible development approval to construct an accessory building to accommodate a cafe for the existing overnight accommodation use. BACKGROUND: The hotel originally approved in 2001, has gone through several modifications and upgrades to remain current in the market. While the expansion approved under FLS2005 -11085 was under construction the developer, through FLS2006 -09061 obtained approval to add an additional floor to the newly approved 28 room expansion. The approval of FLS2006 -12071 allowed flexible development approval to modify the parking lot associated with an existing overnight accommodation use with a reduction to the required front (south) setback from 25 feet to 16 feet to pavement associated with parking and a reduction to the required building foundation landscaping from 5 feet to zero feet as a Comprehensive Landscape Program along the south elevation of the building addition. Business travelers make up a large portion of the customer base for this particular hotel, walkable access or at minimum easy access to meals are important to this type of traveler. The Holiday Inn Express while located at very visible and desirable intersection with multiple near by restaurants, the site is also located at an intersection that is very non - pedestrian friendly and difficult to maneuver in a vehicle. Further, once the planned upgrades are completed to the access road, the intersection will be even more difficult for a pedestrian to easily and safely walk to the restaurants located on the east side of US 19 North. This request contemplates the construction of an accessory structure along the western property line to provide a small cafe to better accommodate the needs of the hotel guests. Although, Holiday Inn Express provides a complimentary Continental Breakfast to the guests, guest surveys conducted by the parent company have determined additional on site meals are important to gain return stays. GENERAL APPLICABLE STANDARDS: (Code Section 3- 913.A) Similar architectural elements have been incorporated into the design of the accessory structure from the primary hotel structure to provide a cohesive development. The proposed cafe structure is located to meet the required setbacks; the proposed design is similar or less than the scale, bulk, coverage, density of many of the older surrounding sites. The proposed design is similar in character and design to the Clearwater Mall site, Sam's Club, Home Depot in addition to many other sites in this area. ItIE � 2 2000 CIT'.,r OF ci -Y.11111,11,111 2. The proposed accessory caf6 structure will not impair or discourage development or use of adjacent land as the proposal will continue to promote further development and investment in the area and along these main corridors. The hotel development will continue to fuel the local economy by providing new modern overnight accommodations, with this new cafe facility to further attract and maintain guests. 3. No health or safety concerns are anticipated with the accessory use and structure, as the site design continues to adhere to all dimensional parking and drive aisle requirements, required visibility triangles and provides nicely landscaped yards along the street. 4. _ The smaller site added to the project for the original request for the 28 room expansion contained two access points along Gulf to Bay Blvd. in addition to the original existing access point near the northeast corner of the larger site. Through the review and approval process for the expansions substantial improvements were made to the site to better address congestion and to provide improved safety; the main access point along Gulf to Bay near the intersection of the service road /off ramp associated with U.S. 19 was deleted. Additionally, one of the two existing access points associated. with the smaller site was deleted. All appropriate right -of -way work perinits have been obtained and requirements met. There is an existing cross access agreement between the Sunshine Inn (located just north of the site) and the Holiday Inn Express to allow access and circulation of vehicles between the two developments. The continuation of this agreement is necessary for the sites to function and remain viable. The proposed caf6 will provide food service to both hotels, the Holiday Inn Express and the neighboring Sunshine Inn; the availability of this service is necessary for the hotels to remain competitive with other area hotels. 5. The design of the proposed structure is consistent with the existing hotel development and will not be in conflict with the varying character establishedV within the vicinity. The proposed structure has been designed to fall in line with the existing set back of the hotel along Gulf to Bay Boulevard as is required by Section 3 -201 of the Land Development Regulations. The structure will appear as though it has always been apart of the site, rather than an after - thought. The proposed accessory structure, the existing hotel and site design will present an inviting anchor to this major intersection and will continue to be a cornerstone for the Community. The existing hotel site with the proposed accessory structure will continue to provide encouragement for redevelopment in the area. Further, overnight accommodation uses are permitted uses within the Commercial zoning district and are desirable along these major corridors. 6. No additional adverse effects relating to visual, acoustic olfactory or hours of operation issues will be created by the proposed. accessory use as the hours of operation will be 10 am to 11 pm; the proposed hours of operations will not create negative impacts on the surrounding commercial properties. 'No visual obstructions are being created with the accessory structure requested within this Level One Flexible Standard Development application. 2 2000 FLEXIBILITY CRITERIA: (Code Section 2 -703 M.) 0''F'hti?Gs }; =r��"EI 1. Lot area and width: Reduction not requested 2. Location: No additional access points requested 3. Height: No variance requested 4. Signage: No additional signage proposed at this time 3. Side and rear setbacks: Reduction not`requested 4. Front setback: Reduction not requested ACCESSORY USE /STRUCTURE CRITERIA: (Code Section 3 -201) 1: The accessory use and structure is subordinate to and serves an established and conforming principal use RESPONSE: The cafe is an accessory use to the existing hotel establishment and is intended to serve the guests of the hotel 2. The accessory use and structure is subordinate in area, extent, and purpose to the principal use. RESPONSE: The proposed 1,092 sq ft cafe is subordinate in area, extent and will serve the principal use. 3. The accessory use and structure contributes to the comfort, convenience or use of the principal use. RESPONSE: The proposed cafe will contribute to ' the comfort and convenience of the hotel guests. 4. The accessory use and structure is located on the same property as the principal use and located behind the front edge of the principal structure. RESPONSE: The proposed cafe structure has been located behind the front edge of the hotel structure and is located on the same site as the Holiday Inn Express. 5. The accessory use(s) and structures, unless otherwise allowed as a permitted use in the zoning district: RESPONSE: Restaurant uses are permitted within the Commercial "C" District 3 • 0 • Shall not cumulatively exceed ten percent of the gross floor area of the principal use RESPONSE: The gross floor area of the proposed cafe is less than 10% of the hotel gross floor area (71,612 gfa x 10 % = 7,161.20 sq ft allowed — 1,092 sq ft proposed) • Structures may be permitted up to 25 percent of the gross floor area of the principal use through a Level One (flexible standard) approval process. Gross floor area of the principal building includes the floor area of any attached garage or carport. RESPONSE: Proposed cafe will not exceed 25 percent of the gross floor area of the hotel. 6. The accessory use may be located in a separate building, provided that such building complies with all the development standards in Article 3. RESPONSE: The proposed accessory use will be located in a free standing building and meets the requirements of Article 3. Development Standards of the Clearwater Community Development Code. 7. The use complies with each and every development standard applicable to the principal use to which the accessory use is accessory. RESPONSE: The primary use has received all necessary approvals and as such complies with the development standards. 8. Accessory structure shall not exceed the allowable height for the principal use in any nonresidential zoning district. RESPONSE: The proposed accessory structure is single story and is well below the five story principal structure. 9. Canvas, or other similar materials, shall not be allowed as a permitted material for any accessory structure. N/A 10. In- ground pools that are 12 inches or less above grade shall be classified as an accessory structure. In- ground pools that are greater than 12 inches or more above grade shall be classified as a principal structure. N/A 11. Exemptions. N/A Holiday Lm Cafe NES 821 6.25.08 RMR/rmr M Mr NAL FED 0 3 2006 C tee `? 2 2000 S��LNm I, KE CLERK COURT 1,0+'IPPELLAS COUNTY FLORIDA PLANNING 100 S. MYRTLE AVENUE, 2ND FLOOII `'r' ` ui ? °` ��• • JNST# 2006042462 02103/2006 at 10:26 AM OFF REC BK: 14912 PG: CLEARWATER, FL 33756 D cType: OTICE RECORDI G0: $18.50 PHONE: 727 - 562 -4567; FAX: 727 - 562 -4865 DECLARATION OF UNITY OF TITLE Property Owner: MENNA- PINELLAS, LLC, a Florida limited liability--company Property Address: 2580 GULF TO BAY BOULEVARD, CLEARWATER, FLORIDA 33765 KNOW OF ALL MEN BY THESE PRESENTS, that pursuant to the ordinances of the City of Clearwater pertaining to the issuance of building permits and regulating land development activities, the undersigned, being the fee owner (s) of the following described real property situated in the City of Clearwater, County of Pinellas and State of Florida, to wit: SEE EXHIBIT "A" ATTACHED HERETO do hereby make the following declaration of conditions, limitations and restrictions on said lands, hereafter to be known and referred to as a DECLARATION OF UNITY OF TITLE, as to the following particulars: 1. That the aforesaid plot or combination of separate lots, plots, parcels, acreage or portions thereof, shall hereafter be regarded as and is hereby declared to be unified under one title as an indivisible building site. 2. That the said property shall henceforth be considered as one plot or parcel of land, and that no portion thereof shall be sold, assigned, transferred, conveyed or devised separately except in its entirety, as one plot or parcel of land. 3. That this Declaration of Unity of Title shall constitute a covenant to run with the land, as provided by law, and shall be binding upon the undersigned, and the heirs, successors and assigns of the undersigned, and all parties claiming under them until such time as the same may be released in writing under the order of the City Manager of the City of Clearwater. The undersigned also agree(s) that this instrument shall be recorded in the public records of Pinellas County, Florida. Signed, sealed, witnessed and acknowledged this day of 46c 20C& at Clearwater, Florida. T'NESSE . STATE OF FLORIDA COUNTY OF PINELLAS ABO OWNER P: MENNA- PINELLAS, LLC, a- Florida limited liability company By: AGOSTINO 1N A Its: Member The for oin instrument was aclmowI d ed before me this 3Y455i day. of 200& 'Jjy /( -I ha �¢— Oil gal whom the ins n as executed. Notary Public Signature NOT ..... Emil 'A &Commission # DD431062 Expires Jbf FP49 °�1fion N STATE OF FLORIDA Bondd Troy F,f, • Insurance, Inc. 800- 385.7019 ber: Name of Notary Printed or produced identification ki =19,% 95 -71 03 2'006 PINELLAS COUNTY FL OFF. REC. 1* 14912 PG 40 0 J; .y f 1431 1 ' - /J. ( LEGAL DESCRIPTION: AURCEL OF LAND BEING A PART"O THE SOUTHEAST 114 OF THE NORTHEAST 114 OF SECTION 18,:TOVVNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, B.EING"IFURTHER DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTH EAS`f`C'ODRNER OF THE SOUTHEAST 114 OF THE NORTHEAST 114 OF SAID SECT,1914`18; THENCE N 01 °03'04" E FOR 50.00 FEET TO A POINT ON THE NORTH RIGHT -OF -WAY OF GULF TO BAY BOULEVARD (ALSO KNOWN AS•STATE ROAD 60); THENCE N 89041'28"W ALONG SAID NORTH RIGHT -OF ; WAY FOR 200.02 FEET TO THE POINT OF BEGINNING; THENCE N 45 040'48" E FOR142.33 FEET TO A POINT ON THE WESTERLY RIGHT -OF -WAY OF 1,J :- ,HIGHWAY 19; THENCE N 01 °03'04" E ALONG SAID WESTERLY RIGHT -OF -NAY FOR 250.00 FEET; THENCE N 89 °41'28" W ALONG A LINE PARALLEL T&-EA 6 NORTH RIGHT -OF -WAY OF GULF TO BAY BOULEVARD FOR 4.' FEET; THENCE S 01 °03'04" W ALONG A LINE PARALLEL WITH SAID WEST" =RLY RIGHT -OF -WAY OF U.S. HIGHWAY 19 FOR 120.31 FEET; THENCE S 62°04`:;}4 °. >W, 27.43 FEET; THENCE N 89041'28"W ALONG A LINE PARALLELTO;SA,116NORTH RIGHT-OF-WAY. OF GULF TO BAY BOULEVARD FOR 68.04 FE�T;-THENCE N 08 041'21" W FOR 17.36 FEET; THENCE N 89 °41'28" W. ALONG A LINE ` 'PARALLEL TO SAID NORTH RIGHT -OF -WAY OF GULF TO BAY BOULEVARD, FOR 60.76 FEET; THENCE S 01 °03'04" W ALONG A LINE PARALLEL TO SAID- WE$TERLY RIGHT -OF -WAY OF U.S. HIGHWAY 19 FOR 83.86 FEET; THENCE =t'$9 °41'28" E ALONG A LINE PARALLEL WITH SAID NORTH RIGH`t' P`F:; WAY OF GULF TO BAY BOULEVARD FOR 200.00 FEET; THENCE S 0.1hO'44" W ALONG A LINE PARALLEL WITH SAID WESTERLY RIGHT -OF -WAY U.S., ;FIfGHWAY 19 FOR 150.00 FEET; THENCE S 89 °41'28" E ALONG THE NORTH RIGHT -OF -WAY LINE SAID TO PARCEL CONTAINS BOULEVARD FOR 100.00 FEET 96 ACRES, MORE OR O LESS. POINT OF BEGINNING. Beginning at a point found by measuring from the Northeast corner of Section 18, Township 29 South, Range 16 East, North 89 degrees 33'14" West, 100.02 feet to the West right —of —way line of U.S. Highway 19; thence South 01 degrees 03'04" West, along said line 2531.24 feet; thence continue along said line South 45 degrees 40'08" West, 142.35 feet to the North right - of —way line of Gulf —To —Bay Boulevard (State Road 60); thence North 89 degrees 42'43" West, along said North right —of —way line, 100.00 feet, to the POINT OF BEGINNING; thence continue along said line North 89 degrees 42'43" West 200.00 feet; thence North 01 degrees 03'04 East, 150.00 feet; thence South 89 degrees 4243" East 200.00 feet; thence South 01 degrees 03'04" West. 150.00 feet to the POINT OF BEGINNING. IN: 2005208693 BK: 14347 PG: 136, 05/ 005 at 02:26 PM, RECORDING 3 PAGES $27.00 KEN BURKE, CLERK OF COURT PINELLAS COUNTY, FL BY DEPUTY CLERK: CLKPR03 t "'> PREPARED BY AND R*TUR'R T0: Emil G. Pratesi, esquire Richards, Gilkey, Fite, Slaughter, Pratesi & Ward ,,,;'P.A. 1253 Park Sti.eet "/' Clearwater, lorEla 33756 WARRANTY DEED Y.THIS INDENTURE, Made this If day of 2005, kie`tween CHHABRIA ENTERPRISES INC., a Florida corpoVktion, as to an `undivided 1/2 interest, and SHANTIA SINGH, a married woman, to an undivided 1/2 interest, whose address is 20788 U.S. Highway ;`.,`'19 North, Clearwater, Florida, 33765, grantor *, and MENNA- PINELLAS, ...,.ILLC, a Florida Limited Liability Company, whose address is Post Office Box 1297, Tarpon Springs, Florida 34688 -1297, grantee *, WITNESSETH, That said grantor, for and in consideration of the sum of Ten Dollars, and other good and valuable considerations to said grantor in hand-paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Pinellas County, Florida, to-wit: See Exhibit "A" attached hereto and made a part hereof SUBJECT TO covenants, conditions, easements and restrictions of record; and subject to taxes for the year 2005 and subsequent years. SUBJECT TO those certain mortgages recorded in Official Records Book 11378, Page 1578, and in Official Records Book 13033, Page 2235, both of the Public Records of Pinellas County,. Florida, as amended. Tax Parcel No. 18/29/16/00000/140 /1210 The Property described herein is not and never has been the homestead of the Grantor. and said grantor hereby fully warrants the title to said land, and will defend the same against the lawful claims of all persons whomsoever. * "Grantor" and "grantee" are used for singular or plural, as context requires. IN WITNESS WHEREOF, Grantor'has hereunto set grantor's hand and 2 ZOi�6 PINELLAS COUNTY FL OFF. REC. BK 143470 137 f - seal the day and yeq'�,"JXirst above written. Signed, sealed and,,- e�livered in our presence: CHHABRIA ENTERPRISES INC., a Florida corpoor t, By: Name• oL ; �� Sham Kumar Chhabria, �� President Name: K�2�SZ t i Namw(�oi'/ SH TIA S dHA tom, _.., COUNT OF FLO COUNTY OF The foregoing instrument was acknowledged before me this L "-'�.,t ay of , 2005, by, Sham K. Chhabria as President of CHHABRIA ��NpTERPRIS�C., a Florida corporation, on b��alf of. said l boration. He is [check applicable box] O' personally known to '��.� produced a valid driver's license as identification. ;• ri = Notary: * •••'PARIAL SEAL] Print 100383658 •g` Notary Public, State of Florida '•e�,a.e' 3�� frk.9,.••• � My commission expires: ` STATE OF FLO A COUNTY OF The foregoing instrument was acknowledged before me this day of , 2005, by, SHANTIA SINGH. She is [check applicable box] perso ally known to me or ❑ produced a valid driver's license as identification. [NOTARIAL SEAL] Epgrp /Joni /RealEstate/ MennaPinellas- Chhabria /DeedBack Notary: 4� _._. Print Al Notary Public, State of _^ My commission expires: 2 0 4iiw4�''p N. U.. r, �- a.' 'I k, ED - 2000 .�i:Gn :%Flalfiu� ^t� C1at� PINNELLAS COUNTY FL OFF. REC. BK 143470 138 .s k EXHIBIT "A" i i.. ,�,k Commence at the Sbutiieast corner of the SE' /. of the NE '/4 of said Section 18, Township 29 South, liguge 16 East, Pinellas County, Florida; thence N 01 *03'04" E for 50.00 feeFto•,a' point on the North right -of -way of Gulf to Bay Boulevard (also known as._Staie.' "R f� i oad 60); thence N 89 041'28" W along said North right -of- way for 200.62,p'to the Point of Beginning #1; thence N 45 °40'48" E for 142.33 feet to a pont,'Qtz the Westerly right -of -way of U.S. Highway 19; thence N 01003'04!7-E I19 said Westerly right -of -way for 150.00 feet; thence N 88 059137" W for 24.4p`,hf t; thence N 01003104" E along a line parallel to said Westerly right -df -i�ay of U.S. Highway 19 for 102.48 feet; thence N 89 038103" W of 220.68 feet.,.t.henge South 136.33 feet; thence N 89 1138103" W of 156.82 feet; thence S 01 3'64" W, a distance of 66.82 feet; thence S 89 °41'28" E, a distance of 200.00 feet,;,'. , h-et'ice S 01 003104" W, a distance of 150.00 fect;'thence S 89 °41'28" F, a ,. dstance of 100.00 feet to the Point of Beginning. c. 0 r.r eNA Iii: 2005208692 BK: 14347 PG: 1331 05 / 005 at 02:26 PM, RECORDING 3 PAGES • $27.00 KEN BURKE, CLERK OF COURT PINELLAS COUNTY, FL BY DEPUTY CLERK: CLKPR03 PREPARED BY AND RE TO: Emil G. Pratesi, Es9., re Richards, Gilkey, ,Slaughter, Pratesi & Ward,i P' -yvr 1253 Park Street ' Clearwater, Florida "33756 THIS INSTRUIMEtTr-iS BEING RECORDED SOLELY TO CORRECT A SCRIVENER'S ERROR IN THE "EOM DESCRIPTION ON WARRANTY DEED PREVIOUSLY RECORDED IN OFFICIJ _,,i yC�ORD BOOR 14148, PAGES 2185 -2188. ALL DOCUMENTARY STAMP TAX WAS .PATD )WITH THE ORIGINAL RECORDING, AND NO ADDITIONAL TAX IS DUE AT T41i'd._,•TIME - CORRECTIVE WARRANTY DEED 1lIS INDENTURE, Made this day of 2005, Betwepii- MENNA- PINELLAS, LLC, a Florida Limited ability Company, w0s� address is Post Office Box 1297, Tarpon Springs, Florida 34698, 1297, grantor *, and CHHABRIA ENTERPRISES INC., a Florida ,corporation, as to an undivided 1/2 interest, and SHANTIA SINGH, as `..m- an undivided 1/2 interest, whose address is 20788 U.S. Highway North, Clearwater, Florida, 337155, grantee *, WITNESSETH, That said grantor, for and in consideration of the sum of Ten Dollars, and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Pinellas County, Florida, to-wit: See Exhibit "A" attached hereto and made a part hereof SUBJECT, TO covenants, conditions, easements and .restrictions of record; and subject to taxes for the year 2005 and subsequent years. SUBJECT TO those certain mortgages recorded in Official Records Book 11378, Page 1578, and in Official Records Book 13033, Page 2235, both of the Public Records of Pinellas County, Florida, as amended. Tax Parcel No. 18/29/16/00000/140 /1210 and said grantor hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. * "Grantor" and "grantee" are used for singular or plural, as context requires. IN WITNESS WHEREOF, Grantor has hereunto set grantor's hand and seal. the day and year first above written. Signed, sealed and delivered in our ,presence: Name:_:r1�iZ 1 MENNA- PINELLAS, LLC, a Florida Limited Liabil' y Company By: J Ago 2 2008 PINELLAS COUNTY FL OFF. REC. BK 143AG 134 0 i STATE OF o7,lm COUNTY OF j I HEREBY. 'CERTIFY that on this day personally appeared before me, an officers" "daily authorized to take acknowledgements, Agostino Menna as Membei;'of MENNA- PINELLAS, LLC, a Florida Limited Liability Company, wh•,o•. ?,is personally known to me or who has produced as identification, and he is the person described t0 and who executed the foregoing Warranty Deed and he acknowleded' then and there before me that he executed the same as such rtre �ib.e`r on behalf of said limited liability company for the purposes therein expressed; and that the said Deed is the act and deed; o.f•,..s.:aid limited liability company. (TNESS my hand and official seal this 1_ day of 2005. +... .`....;' Name: Ad,4 Dub/ aV Notary Public' My Commission expires: 'i Epgrp /Joni /RealEstate/ MennaPinellas- Chhabria /Deed 1 f� 2 2008 PnA N INI a 0 r., �� tes��;�,"��T CITY C.- PINELLAS I COUNTY FL OFF. REC. BK 143470 135 0 s rt ` EXHIBIT "A" LEGAL DESCRIPTION A PARCEL OF LAND Bl�iNG A PART OF THE SOUTHEAST 1/4 OF THE NORTHEAST 114 OF SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUN. TY,`F'LORIDA BEING FURTHER DESCRIBED AS FOLLOWS: COMMENCE AT; THE %SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF THE NORTH EAST,,l/4,0F SAID SECTION 18; THENCE N 01'03'04' E ALONG THE EAST BOUNDAR2 , "OF THE NORTHEAST 1/4 OF SAID SECTION 18 FOR 400.00 FEET; THEkt 89 °41'28" W FOR 100.02 FEET TO A POINT ON THE WESTERLY: RIGHT- 01`.-WAY OF U.S. HIGHWAY 19 AND THE POINT OF BEGINNING; THENCE,6ONTINUE N 89 °41'28" W ALONG A LINE PARALLEL TO THE NORTH RIGHT�7-OF =WAY OF GULF TO BAY BOULEVARD FOR 244.26 FEET; THENCE S 01,- 6,64... "'W ALONG A LINE PARALLEL TO SAID WESTERLY RIGHT -OF -WAY OF..U,:S: •HIGHWAY 19 FOR 120.31 FEET; THENCE S 62 °04'14" W FOR 27.43 FEET;`jINENCE N 89 °41'28" W ALONG A LINE PARALLEL TO SAID NORTH Rld4tL -OF -WAY OF GULF TO BAY BOULEVARD FOR 68.04 FEET; THENCE ;.1.,08 °41'21" W FOR 17.36 FEET; THENCE N 89'41'28"W, ALONG ALINE PARALLEL TO SAID NORTH RIGHT -OF -WAY OF GULF TO BAY BOULEVARD •..;FOR 60.76 FEET; THENCE N 01 °03'04" E ALONG A LINE PARALLEL TO .-SAID WESTERLY RIGHT-OF-WAY OF U.S. HIGHWAY 19 FOR 366.14 FEET; THENCE S 89'41'28" E ALONG A LINE PARALLEL TO SAID NORTH RIGHT -OF -WAY OF GULF TO BAY BOULEVARD FOR 250.00 FEET; THENCE S 01 *03'04"W ALONG A LINE PARALLEL TO SAID WESTERLY RIGHT -OF -WAY U.S. HIGHWAY 19 FOR 150.00 FEET; THENCE S 89 °41'28" E ALONG A LINE PARALLEL TO SAID NORTH RIGHT -OF -WAY LINE OF GULF TO BAY BOULEVARD FOR 150.00 FEET TO THE AFORESAID WESTERLY RIGHT -OF -WAY LINE OF U.S. HIGHWAY 19; THENCE S 01 *03'04"W ALONG SAID WESTERLY RIGHT -OF -WAY LINE FOR 100.00 FEET TO THE POINT OF BEGINNING. . 0 2 2088 09/19/2005 MON 10:59 FAX 727 8272 HNCORP � 0 005 Prepared by and return to: William J. Boyce William J. Boyce, P,A. 695 Central Ave, Spite 200 St- Petersburg, FL 23701 727894 -2692 File Number, Guzy Will Call No.: r KARLEEN F. DE BLAKeR, CLERK OF COURT PINLLI,AS COUNTY FLORIDA INST# 2004374118 09/21/2004 at 02:51 PM OFF REC UK: 13839 PG: 1100 -1103 DocType .,DEED RECORDING: $3$,50 D DOC STAMP: $3675.00 Parcel Identification No. 18/29116/00000/140 /1000 t [Space Above This Line Far Rceording Data] Warranty Deed (STATUTORY izORM - SECTION 684 -02, F.S,) This. Indenture made this 11th day of September, 2004 between Murk Guzy whose post office address is 2656 Stetson Cirlele, Minden, NV 89423 of the County of Douglas, State of Nevada, grantor *, and MENNA- PINELLAS, LLC; a Florida Limited Liability Company whose post office address is 32845 US Highway 19 N, Palm Harbor, FL 34684 of the County of Pinellas, State of Florida, grantee *, ' Witnesseth that said grantor, for and in consideration of the sum of TEN AND N01100 DOLLARS. ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, fhe fallowing described land, situate, lying and being in Pinellas County, Florida, to -wit: See Exhibit "A" THIS PROPERTY IS NOT THE HOMESTEAD OF THE GRANTOR. THE GRANTOR RESIMS AT 2656 MT'SON CIRCLE, MINDEN, NEVADA. and said grantor does hereby fully warrant the title to said land, and will defend the same against lawful d1airns of all persons whomsoever, "r * Vrantot" and "Grantee" are uacd for singular or plural, as context requires. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, staled and delivered in our presence, , .. ( ) 2 2000 Pouble`flmea 109/19/2005 UON 10:59 FAX 727 q 272 1fENCORP . 0000 State of Y1 County of �_� v;� \tads The foregoing instrument was aclnowledgM before me this \4` day of September, 2004 by Mark Cruzy, who [_] is personally known or [X] has produced a driver's Iicense. as identification. L prc ` [Notary Seal] otary P c Printed Name:u�q,p,�`'1 eF� My Commission Expires! GAYLE SARRATEA NOTARY PURJO STATE OF NEVAI)A Appt, R"Ordad in Douglaa County My A.ppt. pxplr&4 Mirth 20, 2007 h•vw� No; 99-30472-5 0 U 2, 2008 Wctrronry Deed (Statutory Form) - Pap 2 boubleTlmet 09/19/2005 MON 10:59 FAX 727 0 272 MENCORP t • 0 007 F` PINELLAS COUNTY PLR. 0F'F , R5C , ®x )c"366 pia 13b6 EXHIBIT "A" Parcel I: Commence at the Northeast corner of Section 18, Township 29 South, Range 16 East and run North 89 degrees 39'14" West, 100,02 feet; thence South ol'degrees 031044' West, 2531,24 feet along the west right -of -way line of U.S. Highway 19; thence South 45 degrees 40'08" West, 142.35 feet tq,a point on the North right -of -way line of S,R. 60 (Gulf To Say Blvd,); thence along said North right -of -way line North 89 degrees 42'43" West, 250.00 feet to the FOINT OF BEGINNING; thence continue North 89 degrees 42'43" West, 50.00 feet; thence North 01 degrees 03104" East, 15o.o0 feet; thence South 89 degrees 42'43" 'East, 50,00 feet; thence South 01 degrees 0310411 West, 150.00 feet to the POINT OF BEGINNING, Parcel II: A portion Qf the southeast 1/4 of the .Northeast 1/4 of Section 18, Township 29 South, Range 16 East and.mora particularly described as follows: commence at the Southeast corner of said Southeast 1/4 of the Northeast 1/4 of section 18, running t]Aence along the Easterly line of said gection 18, North bl degrees 03104" East,,50.00 feet; thence North 99 degr'eea 42143" Went, 300,03 feet to a copperweld girt on the Northerly right -of -way line to Gulf To Bay Boulevard (S,R. 60) (100 foot right-of-way) at the POINT OF BEGINNING; running thence (1) along said line to Gulf To Bay Boulevard North 99 degrees 42143" West, 150.00 feet to a copperweld pin in'a line of land now or formerly of Howard dbhnson Incorporated of, Florida; thence (2) ilong said line of line of 14o ward Johnson Incorporated of Florida North 01 degrees 01104" East, 150.00 feat to a copperweld pin in another l,i.ne of Lana niow or formerly of Howard Johnson Incorporated of Florida; thence (3') along said other line of land of Howard Johnson Incorporated of ,Florida South 89 degrees 42'43+^ East, 150.00 feet. to a copperweld•pin in still another line of land now or formerly of Howard Johnson Incorporated of Florida; thence (4) along said still another line of Howard Johnson incorporated of € Florida South 01 degrees 03'04" West, 150.00 feet to the MINT OF BERSNNING, SAj1 PARCELS I AND II BEING 'MORE PARTICULARLY DESCRIBED AS FOLLOWS Beginning at a.point found by measuring from the Northeast corner. of Section 18, Township 29 South, Range 16 East, North 89 degrees 39'14" West, 100.02 feet to the West right -of -way line of U,S. Highway 19; thence South 01 degrees 03104" West, along said line 2531.24 feat; thence continue along said line Continued on next page r' . 2008 09/19/2005 MON 11:00 FAX 727 9. 8272 MENCORP Z008 PLNCLLP9 COUNTY FLM, CrF,REC,8K 13366 Pa 1339 o WNTINUATION OF HXHIBIT "A" south 45 degrees 40'06" west, 142,35 feet to the North right' -of;way. line of 'Gulf- To -'Aay' BOuleVard (State Road 60) ; thence North 89'degrees 42143" west, along,'said North right -of -way' line,' 100.00 feet, to the abovemen't.ioned POINT OF BE(32N=No.; .thence continue along said line North 89 degree's.' E $,21'43" 'blest', 200.0 feet., thence North 01 d4r6e6 03'04" 'Saglt, 150.00 feet; thence, ScOut;h 89 degrerea 4 '43" Easy, 2'00.00 fist; ' 1- thence South 01 degrees 03.'04" West, 150.00 feet to the r aforementioned POINT 08 H8 (#INNINO. ;r is l Y ' 1 ' Id -.2— a� Zn�Q ,,, i ' - .; ..mod• `' � `6 r° y,, - ,k {'�A1�� "� .,av,i�r�i� �;. ::;i'a .. .. . ",\ ..ot' -:~;;. "�,v„��^�.,.N":, _,.,,�,. ,,: rr^',�++`,�.Y1n.•. ;. nf)/19/2005 k -J' % 10:58 FAX 727 272 hIENCORP O ]— 168526 MRYr 18�2pO,S i PAGES ' INELLAS• CO .BK 1 13 16 Pu ACCT IIIIUiilllilllllll�ll�lll�lll�llllllflllillll RFC �hnnf f R) IDS Doocumcrit Prepared by & return to: NT Ketmcth G. Arsenault, Jr, FEES TITLE AGENCY OF FLORIDA, INC, p G 10225 Ulrnerlon Road, Suite 2 REV 4_ Largo, Florida 333771 b I— 160 • TOTAL Property APPRAISER'S C'r10i CK BAL ANIT Parcel# 18/29/16/00000/140 /1210 r GRANTEES SS#: WARRANTY DEED 14002 li. DE BLAKU, CLERK OF COURT 1'1Y�L Ci kM, FLORIDA =19 05-1.8 -2001 15:48:41 B1B 51 DO-eiA PIRELLAS ()44422 10:011= BK:11378 SN:1572 FP611N RF.MIRG 003 PACES 1 $15.00 DM STsl?iP - DR219 3 814,000100 TOTAL: $14,015.00 a CK ART,1F1lDEkE�: S14,D15.00 Ct1A1 E: x.00 BY DEPi1TY CLERK tL THIS INDENTURE, made this �� 2001 between C & L „ PINELLAS, INC., a Florida Corporation, herein after called the Grantor, to MUNNA-PINELLAS; LLC, a Florida Limited Liability Company, hereinafter called the Grantee, having the principal address at; 38724 US I•lighway 19 N. Suite ..11. Springs,.)~L 34689 WITNESSETH: That the Grantor, for and in consideration of the sum of Tcn Dollars ($10.00), and other good and valuable considerations, the reeeipt and sufficiency of 'which is hereby acknowledged, by these presents does grant, bargain, sell, alien, remise, release, enforce, convey and confirm unto the Grantee, all that certain parcel of land ' lying and being in the County of Pinellas, State of Florida, more particularly described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART f-IERROF SUBJECT TO TAXES AND ASSESSMENTS POR THE YEAR 2001 AND SUBSEQUENT YEARS. SCIBJLCT TO CONDITIONS, RESERVATIONS, RESTRICTIONS AND EASEMENTS OF RECORD. SUBJECT TO GOVERNMENTAL ZONING, ORDINANCES AND BOUNDARY LINES, TO HAVE AND TO HOLD the wine in fee simple forever, and the Grantor hereby covenant with said Grantee that they are lawfully seized of said land in fee simple; that they have good right and lawful authority to sell and convey said land; that they hereby fully Warrant 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. IN WITNESS WHEREOF, Grantor bas hereunto set Grantor's hand and seal the day acid year first above-written. SIGNED SEALED AND DELIVERED IN OUR PRBSENCB: Witness k1 Name: t� Print Name: k�k C�se.gw tE. With s X12 Name; Print Name:, -1"o STATE OF FLORIDA COUNTY OF PINELLAS C & L PINELLAS, INC., a Plorida Corporation BY; SHIT) -HUL LAI, as President Address; z 98 L( S' /5 tiovk TCt�Qahntx�Y,F4'L 3V7S'I. h The foregoing instrument was acknowledged before me this __l_(a day of Wt rah , 2001, by SHIU -HUL LAI, as president of C & L PINELLAS, INC. a Florida Corporation who has produced at identification, or who is personally known to mc. AR PUBLIC (SEAL) My Commission Expires: r4r a,e KENNETH G, ARSENAULT, JR, MY oOMMISSION 9 CC798861 r " EXPIRES :DecemW21.2002 gondad Thru OW Ropubiio Sw!y d� f' © f R) : ty � r 09/19/2005 MON 10:59 FAX 727, 1&272 MENCORP r- -rNELI_RS COUNTY FLR 0i`F ,REC ,BK 11378 PG 1573 Exhibit "A" Legal Description A tract of land composed of 3 pa 'cell and lying In the Northeast 1/4 of Section 18, Township 2-9 South, Range 16 East, Pitlellasyunty, Florida being more particularly described as follows: Parcel I COMMENCE at the Southeast corner of the Southeast 1/4 of the Northeast 1/4 of said Section 18 thence North 01 °03'04" East for 50,00 feet to a point on the North right-of-way of Gulf -to -Bay Boulevard (also known as .State Road 60); thence North 89 141'28" West (North 89 °42'43" West Deed) along said North right -of -way for 200.02 feet (200.03 feet Deed) to the Point of Beginning; thence North 45 0140'48" East (North 45 °40'08" East (Deed) for 142.33 feet (142,55 Deed) to a point on the Westerly right -of -way of U.S. Highway 19; thence North 01 003'04" East along said Westerly right -of- way for 200.00 feet; thence North 89 041'28" West (North 89 142'43" West Deed) along a line parallel to said North right -of -way of Gulf-tq -Bay Boulevard for 200.00 feet; thence South 01 °03'04" West along a line parallel to said Westerly right-of -way of U.S. Highway 19 for 300.00 feet to a point on said Northerly right -of -way of Guff -to -Bay Boulevard; thence South 89 041'28" East (South 85 042'43" East Deed) for 100.0Q feet to the Point of Beginning. AND TOGETHER WITH: Parcel II COMMENCE at the Northeast corner of Northeast 1/4 of said Section 18; thence North 89 °30114" West along the North line of said Section 18 for 100.01 feet (100.02 feet Deed) to a point on the westerly right -of -way of U.S. Highway 19; thence South 01 °03'04" West along said westerly right -of -way for 2,182.24 feet (2,181.24 Deed) to the Point of beginning; (said Point of Beginning lying North 01 °03'04" East 450.00 feet from the intersection of the North right -of -way of Gulf -to -Bay Boulevard and the West right -of -way of U.S. Highway 19); thence North 89 041'28" West (North 89 042'43" West Deed) along a line parallel to the northerly right-of-way of said Gulf -to -Bay Boulevard for 400.00 feet; - thence South 01 003'04" West along a line parallel with said westerly right -of -way of U.S. Highway 19 for 300.00 feet; thence South 89'41'28" East (South 89 042'43" East Deed) along a line parallel to said northerly right- of-way of Gulf -to -Bay Boulevard for 2Q0.00 feet; thence North 01 °03'04" East along a line parallel with said westerly right -of -way of U. S. Highway 19 for 150.00 feet; thence South 89 1141'28" East (South 89 042'43" East Deed) along a line parallel with said northerly right -of -way of Gulf -to -Bay Boulevard for 200.00 feet; thence North 01 003'04" East along said westerly rlght -of -way of U.9: Highway 19 for 150.00 feet to the Point of Beginning. AND TOGETHER WITH: Parcel III COMMENCE at the Northeast corner of the Northeast 1/4 of said Section 18; thence North B9 030'14" West along the North line of said Section 18 for 100.01 feet (100.02 feet Deed) to a point on the westerly right -of -way of U.S. Highway 19; thence South 01 °03'04" West along said westerly right -�of -"_el,' ` way for 2,032,24 feet (2,01.24 feet Deed); thence North 89 °41'213" West (North 89 °42'43" West Deed) along a line parallel With the northerly right -of -way of Guff -to -Bay Boulevard for 150.00 feet to' the Point of Beginning (said point of Beginning lying North 01 003'04" East 600.00 feet from the Intersection of the North right -of -way of Gulf -to -Say Boulevard and the West right -of -way of U.S. Highway 19); thence continue North 89 1141'28" West (North 8994Z'43" West Deed) along a line parallel to said northerly right -of -way of Gulf -to -Bay Boulevard for 250.00 feet; thence South 01 003'04" West along a line parallel to said westerly right -of -way of U.S. Highway 19 for 150.00 feet; thence South 69 141'28" East (South. 89,42'43" East Deed) along a fine parallel with said northerly right -of -way of Gulf -to -Bay Boulevard for 250.00 feet; thence North 01 003'04" East along a line parallel with said westerly rfght -of -way of U,S, Highway 19 for 150,00 feet to the Point of Beginning, ALL BEING MORE PARTICULARLY DESCRIBED AS: ICI 004 C' 6, i l; Y10 /2005 110N 10:58 FAX 727 272 MENCORP • I*ELLRS COUNTY F�.fl , REC.OK 11378 PG 1574 COMMENCE at the .Sout heast corner of the Southeast 1/4 of the Northeast 1/4 of said Section 18: thence North 01 °03'04" East for 50,00 feet to a point on the North right -of -way of Gulf -to -Bay boulevard (also known as State Road 60); thence North 89 °41'28" West along said North right -of -way for 200.02 feet to the Point of Beginning; thence North 45 °40'48" East for 142.33 feet to a point on the westerly right -of -way of U.S. Highway 19; thence North 01 003104" East along said westerly right - of -way for 350.00 feet; thence North 891,41'28" West along a line parallel to said North right -of -way of gulf -to -Bay Boulevard for 150.00 feet; thence North 01 003'04" East along a line parallel with said westerly right -of -way of U.S. Highway 19 for 150.00 feet; thence North 89 141'28" West along a line parallel to said northerly rlght -of -way of Gulf -to -Bay Boulevard for 250.00 feet; thence South 01 1,03'04" West along a line parallel to said westerly right -of -way of U,S- Highway 19 for 450.00 feet; thence South 89 °41'28T..East along a line parallel with said northerly right -of -way of Gulf -to -Bay Boulevard for 200,00 feet; thence South 01 11004" West along a line parallel with said westerly right- of-way of U.S, Highway 19 for 150.00 feet; thefice South 89 °41128" East, along the North right -of -way line of Gulf- to-Bay Boulevard for 100,00 feet to the Point of Beginning. X O. U 0 0 3 !T t„ E.r ` YyY � �Yr W a�� 6 ,. U 0 0 3 NoRTHSIDE 'ghteeriukr Services Inc. 1, STORMWATER REPORT FOR: HOLIDAY INN PHASE IV PROJECT 2570 GULF TO BAY BLVD FLS2008-07015 HOLIDAY INN EXPRESS atlas# 2908 Zoning: C P,O, Box 4948 Clearwater, FL 33758-4948 toch@nortlisidc,c,ngigieci-ing,com 727 443 2369 Fax 727 446 8036 Civil Land Planning Due Diligence Reports, Re-Zoning, Lind Use, Annexation Stormwater Management Utility resign Traffic Construction Administration % % , I I I I I I I I , * 4 0% t A, /-1 rig A Ram A. 'Th 94.7431 T, SWE OF 0-. AN 1j, . 0 0 '008 /�,,)�,�,ojlecf No' . 0821 ift1j, Lu F-F I C= C4 � m! V, J CQ LU rx LIA 0 0 z Z. % % , I I I I I I I I , * 4 0% t A, /-1 rig A Ram A. 'Th 94.7431 T, SWE OF 0-. AN 1j, . 0 0 '008 /�,,)�,�,ojlecf No' . 0821 ift1j, r��,A'.i DRAINAGE NARRATIVE 4 LJ SpR�•'nn r Y ,. i'Y The proposed construction activities consist of the following: • Removal of 837 S.F. of open impervious vehicular use, and sidewalk area. • Construction of 1523 S.F. of open impervious vehicular use, building and sidewalk area. • Treatment of stormwater will be achieved through natural percolation. The overflow will be piped to an existing stormwater pond on the corner of US Hwy 19 and Gulf -To -Bay. • The Drainage Calculations have been prepared in accordance with the City of Clearwater Drainage Manual. • The project is located in an open basin. Construction of this project will not increase the existing peak discharge rate or volume. • No wetlands are located in or adjacent to the project area. No wetland impacts will result from construction of this project. The existing ponds provide 1 /z" of water quality treatment for the entire site. The large pond in the southeast corner provides attenuation for the entire site as previously permitted. The additional 686 SF of impervious area will drain towards the 2 interconnected ponds adjacent to Gulf -to -Bay Blvd. The 25yr / lhr peak stage was previously permitted at elevation 51.1. The attached calculations demonstrate that the additional impervious area would raise the pond area 0.18 feet. This would change the D.H.W. elevation from 51.1 to 51.28. The existing previously permitted outfall elevation is 51.3. The total pond volume, including the additional volume shall percolate within 14 hours as shown in the attached MODRET calculations. Therefore no additional drainage shall leave the site and no adverse impacts will result due to the construction of this project. 0 0 NORTHSIDE ENGINEERING SERVICES PROJECT: HOLIDAY INN PHASE IV JOB NUMBEF 821 CONSTRUCTION OF 1,523 SF OF IMPERVIOUS AREA REMOVAL OF 837 SF OF IMPERVIOUS AREA 686 ADDITIONAL IMPERVIOUS AREA 686 SF / 43560 = 0.016 AC CC$�w,j Q = (0.95)(3.6)(0.016) = 0.054 CFS CF= CFSxTcx60 VOLUME = (0.054)(60)(60) = 193.9 CF AVG POND AREA = (978 +770) + (186 + 214) / 2 = 1074 SF RAISE IN ELEVATION = 193.9 CF / 1074 SF = 0.18 FEET THEREFORE POND DHW ELEVATION WILL RAISE 0.18 FEET or 2 INCHES PREVIOUSLY PERMITTED DHW ELEVATION = 51.1 NEW DHW ELEVATION = (51.1 + 0.18) = 51.28 PREVIOUSLY PERMITTED OUTFALL ELEVATION = 51.3 51.28 < 51.3 OK • PROJECT NAME: PROJECT NO.: POND 1 STORAGE DATA T.O.B. & NEW D.H.W. EL = EXIST D.H.W. EL = BOTTOM EL.= POND 2 STORAGE DATA T.O.B. & NEW D.H.W. EL = EXIST D.H.W. EL = BOTTOM EL.= 0 HOLIDAY INN PHASE IV 821 n� PSCE!VED ENT STAGE ft AREA SF AREA AC STORAGE CF 51.30 978 0.022 873 51.20 925 0.021 778 51.10 872 0.020 688 50.80 714 0.016 450 50.60 608 0.014 318 50.40 503 0.012 207 50.20 397 0.009 117 50.00 292 0.007 48 49.80 186 0.004 0 STAGE ft AREA SF AREA AC STORAGE CF 51.30 770 0.018 738 51.20 733 0.017 663 51.10 696 0.016 591 50.80 585 0.013 399 50.60 511 0.012 290 50.40 436 0.010 195 50.20 3621 0.0081 115 50.00 2881 0.0071 50 49.80 2141 0.0051 0 TOTAL WATER QUALITY CALCULATIONS: DRAINAGE AREA = 29,978 SF REQUIRED WATER QUALITY DEPTH = 0.50 IN REQUIRED WATER QUALITY VOLUME = 1,249 CF AVAILABLE WATER QUALITY 1 & 2 = 1,611 CF EXISTING OUTFALL ELEVATION = 51.30 FT • MODRET • SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS, PROJECT NAME: 0821 - Pollution Abatement Volume (pond POLLUTION VOLUME RUNOFF DATA USED UNSATURATED ANALYSIS EXCLUDED Pond Bottom Area Pond Volume between Bottom & DHWL Pond Length to Width Ratio (L /W) Elevation of Effective Aquifer Base Elevation of Seasonal High Groundwater Table Elevation of Starting Water Level Elevation of Pond Bottom Design High Water Level Elevation Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis Unsaturated Vertical Hydraulic Conductivity Factor of Safety Saturated Horizontal Hydraulic Conductivity Avg. Effective Storage Coefficient of Soil for Saturated Analysis Avg. Effective Storage Coefficient of Pond /ExfiItration Trench Hydraulic Control Features: Groundwater Control Features - Y/N Distance to Edge of Pond Elevation of Water Level Impervious Barrier - Y/N Elevation of Barrier Bottom f� rs 186.00 ftZ 873.00 ft3 4.20 46.05 ft 47.05 ft 49.80 ft 49.80 ft 51.30 ft 0.16 30.00 ft/d 2.00 30.00 ft/d 0.20 1.00 Top Bottom Left Right N N N N 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 N N N N 0.00 0.00 0.00 0.00 a� %v MODRET TIME - RUNOFF INPUT DATA U PROJECT NAME: 0821 - POLLUTION ABATEMENT VOLUME (POND STRESS PERIOD NUMBER INCREMENT OF TIME (hrs) VOLUME OF RUNOFF (ft3) Unsat 0.00 0.00 1 1.00 688.00 2 24.88 0.00 3 24.88 0.00 4 24.88 0.00 5 24.88 0.00 6 24.88 0.00 7 24.88 0.00 8 24.88 0.00 9 1 24.88 0.00 9aC? L) r y s r 'WiaR' • • L "r MODRET SUMMARY OF RESULTS € s J is s t. CL` PROJECT NAME: 0821 - Pollution Abatement Volume (pond I; CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (cfs) AVERAGE INFILTRATION RATE (cfs) CUMULATIVE OVERFLOW (ft3) 00.00-0.00 47.050 0.000 0.00000 0.00 47.050 0.07284 0.07048 1.00 50.546 0.06813 0.00 0.00953 13.65 49.800 0.00652 0.00 0.00352 50.75 48.538 0.00272 0.00 0.00192 75.63 48.243 0.00158 0.00 0.00124 100.50 48.052 0.00106 0.00 0.00088 125.38 47.917 0.00077 0.00 0.00066 150.25 47.816 0.00059 0.00 0.00052 175.13 47.736 0.00047 0.00 0.00041 200.00 47.673 0.00 Maximum Water Elevation: 50.546 feet @ 1.00 hours Recovery @ 13.655 hours * Time increment when there is no runoff Maximum Infiltration Rate: 10.464 ft /day • • MODRET SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS PROJECT NAME: 0821 - Pollution Abatement Volume (pond 2 POLLUTION VOLUME RUNOFF DATA USED UNSATURATED ANALYSIS EXCLUDED Pond Bottom Area Pond Volume between Bottom & DHWL Pond Length to Width Ratio (L /W) Elevation of Effective Aquifer Base Elevation of Seasonal High Groundwater Table Elevation of Starting Water Level Elevation of Pond Bottom Design High Water Level Elevation Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis Unsaturated Vertical Hydraulic Conductivity Factor of Safety Saturated Horizontal Hydraulic Conductivity Avg. Effective Storage Coefficient of Soil for Saturated Analysis Avg. Effective Storage Coefficient of Pond /ExfiItration Trench Hydraulic Control Features: Groundwater Control Features - Y/N Distance to Edge of Pond Elevation of Water Level Impervious Barrier - Y/N Elevation of Barrier Bottom 214.00 ft2 738.00 ft3 10.00 44.85 ft 45.85 ft 49.80 ft 49.80 ft 51.30 ft 0.16 30.00 ft/d 2.00 30.00 ft/d 0.20 1.00 Top Bottom Left Right N N N N 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 N N N N 0.00 0.00 0.00 0.00 r CSC �r E 0 i1 ILI t Top Bottom Left Right N N N N 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 N N N N 0.00 0.00 0.00 0.00 L.3 MODRET TIME - RUNOFF INPUT DATA PROJECT NAME: 0821 - POLLUTION ABATEMENT VOLUME (POND J STRESS PERIOD NUMBER INCREMENT OF TIME (hrs) VOLUME OF RUNOFF (ft3) Unsat 0.00 0.00 1 1.00 591.00 2 24.88 0.00 3 24.88 0.00 4 24.88 0.00 5 24.88 0.00 6 24.88 0.00 7 24.88 0.00 8 1 24.88 0.00 9 1 24.88 0.00 • MODRET SUMMARY OF RESULTS PROJECT NAME : 0821 -Pollution Abatement Volume (pond Q I0 "Cl CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (ds) AVERAGE INFILTRATION RATE (ds) CUMULATIVE OVERFLOW (ft3) 00.00-0.00 45.850 0.000 0.00000 0.00 45.850 0.14063 0.13580 1.00 50.008 0.13098 0.00 0.01102 3.57 49.800 0.00727 0.00 0.00351 50.75 47.363 0.00264 0.00 0.00177 75.63 47.041 0.00143 0.00 0.00110 100.50 46.841 0.00093 0.00 0.00076 125.38 46.703 0.00066 0.00 . 0.00056 150.25 46.601 0.00050 0.00 0.00043 175.13 46.523 0.00039 0.00 0.00034 200.00 46.460 0.00 Maximum Water Elevation: 50.008 feet @ 1.00 hours Recovery @ 3.573 hours * Time increment when there is no runoff WARNING Maximum Infiltration Rate: 23.849 ft /day Exceeds Vertical Permeability: 15.000 ft /day .0 • PLANNING DEPARTMENT 0 CITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERvICEs BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 5624567 FAx (727) 5624865 August 12, 2009 Ms. Renee Ruggiero Northside Engineering Services Inc. 300 South Belcher Road Clearwater, Florida 33765 Re: FLS2008 -07015 - 2570 Gulf -to -Bay Boulevard Time Extension Development Order Dear Ms. Ruggiero: On September 18, 2008, your Flexible Standard Development application to allow a restaurant as an accessory use to the existing overnight accommodations use as per Community Development Code (CDC) Sections 2 -703 and 3 -201, was approved. Pursuant to CDC Section 4 -303, an application for building permit shall be made within one year from the date of the approval (by September 18, 2009). This same Section allows.an extension of time to be granted by the Community Development Coordinator for a period not to exceed one year and only within the original period of validity. On August 6, 2009, the Planning Department received your request for a one -year time extension to initiate a building permit to construct the improvements on this parcel. In accordance with the provisions of CDC Section 4 -303, I hereby APPROVE a one -year time extension of the Development Order to September 18, 2010, to initiate an application for a building permit to construct those improvements on your parcel of land at 2570 Gulf -to -Bay Boulevard as previously approved as per FLS2008 -07015 with those same conditions of approval attached. In the event you are unable to proceed with the project by submitting for the building permit, an additional extension of time to initiate a building permit application may be requested. Pursuant to CDC Section 4 -303, the Community Development Coordinator may approve an additional extension of time not to exceed one year for good cause shown and documented in writing. The request must be received within the one -year period of validity after the original time extension. Good causes may include, but are not limited to, an unexpected national crisis (acts of war, significant downturn in the national economy, etc.), excessive weather - related delays, and the like. The Community Development Coordinator may also consider whether significant progress on the project is being made and whether or not there are pending or approved Code amendments that would significantly affect the project. r5i &' ToUAL EMPLOYMENT AND AFFIRMATIVE AcnON EMPLOYER" • 0 August 12, 2009 Time Extension Development Order 2570 Gulf -to -Bay Boulevard / FLS2008 -07015 Page 2 of 2 Please be aware that the issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Should you have any questions, please do not hesitate to contact Robert G. Tefft, Development Review Manager at (727) 562 -4539 or via email at rob e .rt.tef..ftcr�myclearwater.com. Sincerely, Michael Delk, AICP Planning Director S :0anning Depm4mentlCD BTlex Standard (FLS)Ilnactive or Finished CaseslGulf to Bay 2570 Holiday Inn Express (C) 2008.09 - Approved - R71Development Order - Time Extension 2009 08- 12.docx Civil • Land Planning Northside Due Diligence Reports Re- Zoning, Land Use, Annexation 5aqzr Sew &C4 loc. Stormwater Management Utility Design Traffic June 29, 2009 Construction Administration Mr. Michael Delk, Planning Director City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, FL 33756 RE: FLS 2008 -07015 2580 Gulf -to -Bay Boulevard Dear Mr. Delk: We would like to request an extension to the Development Order issued for the above referenced property. On September 18, 2008 Flexible Standard Development approval for a restaurant as an accessory use to the existing overnight accommodation use (as per Community Development Code Sections 2 -703 and 3 -201) was approved with conditions. The Development Order provided one year to make application for a building permit (by September 18, 2009). Due to the extreme downward turn in the economy nationwide, the hotel industry as a whole is suffering a severe drop in stays due to the decline of tourism dollars and loss of corporate training dollars; the development team has determined that it is not currently feasible to move forward with the construction of the restaurant at this time. It is our hope that within the next eight to twelve months the market will begin to turn around allowing for submission of permitting and funding for construction of the accessory restaurant. Please accept this letter as our formal request for an extension of six months (if one year is not permissible by the Community Development Coordinator) to apply for construction permits. Should you require additional clarification or information, please feel free to contact me. Thank you in advance for your kind consideration and assistance with this request. Re _ ctfully, a -- Renee Ruggiero, Senior Project Planner Cc: NES File #0821 Shantia Singh, Holiday Inn Express Mencorp Hospitality and Development D. Williams, NES NORTHSIDE ENGINEERING SVCS INC. 300 S. Belcher Rd. Clearwater, FL 33765 727 -443 -2869 Fax: 727 -446 -8036 AUG 6 2V PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER Northside August 13, 2008 Mr. Robert Tefft, Development Review Manager City of Clearwater Planning Dept. 100 S. Myrtle Ave, #210 Clearwater, FL 33755 RE: FLS2008 -07015 — 2570 Gulf to Bay Blvd DRC Response Dear Mr. Development Review Manager: CIVIL LAND PLANNIN& ENVIRONMENTAL Listed below are our responses to the Development Review meeting held on Thursday, August 7, 2008. General Engineering Prior Issuance of a Building Permit 1. Acknowledged, applicant is responsible for all fees associated with the installation of a required double check valve assembly (backflow preventor device) required for restaurants per Clearwater City Code. 2. Acknowledged, prior to issuance of building permit plan will be revised providing water meter /backflow prevention device as per your direction. 3. Grease trap location has been provided please see revised plan, grease trap will be designed and sized by the architect/MEP. Prior to Issuance of Certificate of Occupancy 1. Five sets of signed and sealed as -built plans will be provided for field verification. Fire 1. Please see revised plan for new hydrant at western entrance along Gulf to Bay as per your direction. Landscaping Please see revised Landscape plan which provides replacement of dead trees as per your request. Stormwater Prior to Issuance of building Permit 1. Approved SWFWMD permit will be provided upon receipt. ORDINAL RECENED AUG 1.4 2000 PIANNNG IMEN' 601 CLEVELAND STREET, EARWATER, FLORIDA 337 SE 930 e ®�` ff1t7�NA? TECH @NORTHSIDEENGINEERIN6.COM 727.443.2869 FAX 727.446.8036 i r • • Planning 1. Please see the revised architectural elevations which denote the building and awning colors; proposed colors are consistent with the existing principal structure. 2. Signage has been removed from the revised elevations as per your direction. 3. Property Owner /Applicant currently working to bring BIZ case into complete status. 4. Please see revised civil plan which shortens the sidewalk along the northern elevation as per your request; additionally the door swing has been revised. Thank you for your assistance and direction while working on this development proposal, please feel free to contact me if you have questions or require additional information. ely, Renee Ruggiero Project Planner Cc: NES File ORIGINAL RECEIVED AUG 14x000 P�NA(6 Ri�46N CIO�lirrAra 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 TECH @NORTHSIDEENC.INEERIMG.COM 727.443.2869 FAX 727.446.8036 i N LETTER OF TRANSMITTAL Date: August 14, 2008 To: City of Clearwater, Planning Department 100 South Myrtle Avenue Clearwater, FL 33756 Attn: Reference: NES #: We Transmit: () Enclosed () Mail () Pick -up Mr. Robert G. Tefft Development Review Manager Holiday Inn Express Cafe 0821 () UPS Overnight () Courier (X) Hand Delivered () Per Your Request () For Your Review & Comment (X) For Your Use (X) For Your Approval () For Your Files ( ) For Your Information Civil Land Planning Due Diligence Reports Re- Zoning, Land Use, Annexation Stormwater Management Utility Design Traffic Construction Administration (X) Originals () Prints () Addendum () Shop Drawings () Specifications () Applications () Floppy Disk Comments: Please do not hesitate to contact me if you have questions or require additional information for the issuance of the Development Order Renee Ruggiero Project Planner Copies: NES File 0821 D. Williams P.O. Sox 4948 Clearwater, FL 33758 -4948 tech @northsideengineering.com 727 443 2869 Fax 727 446 8036 ORIGINI& RECEIVED AUG 14 PA." " D&A0WJ ' FNT C� 0FC1E ,,.1 r Copies Date Description 1 8.14.08 Response to DRC Comments 1 8.14.08 Revised Civil Plans (signed and sealed) with Revised Landscape Plans 1 8.14.08 Revised Architectural Elevations & Floor Plans with Color Chips NJ Comments: Please do not hesitate to contact me if you have questions or require additional information for the issuance of the Development Order Renee Ruggiero Project Planner Copies: NES File 0821 D. Williams P.O. Sox 4948 Clearwater, FL 33758 -4948 tech @northsideengineering.com 727 443 2869 Fax 727 446 8036 ORIGINI& RECEIVED AUG 14 PA." " D&A0WJ ' FNT C� 0FC1E ,,.1 r Pr f a s `' s r PLANNING DEPARTMENT E • C ITY OF C LEARWATE R 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 September 18, 2008 Ms. Renee Ruggiero Northside Engineering Services, Inc. P.O. Box 4948 Clearwater, Florida 33758 Re: FLS2008 -07015 12580 Gulf -to -Bay Boulevard Dear Ms. Ruggiero: This letter constitutes a Development Order pursuant to Community Development Code (CDC) Section 4- 206.D.6. The Flexible Standard Development approval for a restaurant as an accessory use to the existing overnight accommodations use as per Community Development Code Sections 2 -703 and 3 -201 has been APPROVED based upon the following Findings of Fact and Conclusions of Law and subject to the attached condition of approval: Findings of Fact: 1. That the 2.66 -acre subject property is located at the northwest corner of US Highway 19 and Gulf to Bay Boulevard: 2. That the subject property has a Future Land Use Plan designation of Commercial General (CG); 3. That the subject property has a zoning designation of Commercial (C) District; 4. That the development proposal consists of the construction of an accessory restaurant use to the existing overnight accommodations use; 5. That the accessory restaurant building meets and/or exceeds all minimum standard development standards; 6. That the accessory restaurant use is 1,092 square feet in size; and 7. That there are no outstanding Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the applicable Standards and Criteria as per CDC Sections 2 -701.1 and 2 -703; 2. That the development proposal is consistent with the standards for accessory structures as per CDC Section 3 -201; and 3. That the development proposal is consistent with the General Standards for Level One Approvals as per CDC Section 3- 913.A. Condition of Approval: 1. That prior to the submittal of any building permits for this proposal, the outstanding case BIZ2008 -01064 must be brought in to complete status; 2. That prior to the issuance of any building permits, any outstanding comments of the Engineering and Fire Departments shall be addressed; 3. That there shall be no attached or freestanding signage for the accessory use; and "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" September 18, 2008 FLS2008 -07015 12570 Gulf -to -Bay Boulevard Page 2 of 2 4. That the final design and color of the building shall be consistent with the architectural elevations submitted to the DRC and approved by Staff. I concur with the above findings and, through this letter, approve your application for Flexible Standard Development with the above conditions. This approval is based upon, and must adhere to, the application received on July 8, 2008, and the revised development plans received on August 14, 2008. Pursuant to CDC Section 4 -303, an application for a building permit shall be made within one year of the Flexible Standard Development approval (by September 18, 2009). The building permit must be obtained within six months of the initial permit application. This timeframe to obtain the initial building permit may be extended for an additional six months for cause by the Community Development Coordinator. All required certificates of occupancy must be obtained within two years of the date of issuance of the building permit. Additionally, pursuant to CDC Section 4- 502.A, an appeal of a Level One approval (Flexible Standard Development) may be initiated within 7 days from the date this development order was issued by either the applicant or by property owners within the required notice area who presented substantial competent evidence in the Level One review. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on September 25, 2008. The issuance of this Development Order does not relieve you of the necessity to obtain building permits or pay impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses. Should you have any questions, please do not hesitate to contact Robert G. Tefft, Development Review Manager, at (727) 562 -4539 or via e -mail at robert.tefft@myclearwater.com. myclearwater.com. Sincerely, Michael Delk, AICP Planning Director S: (Planning DepartmentlC D B0ex Standard (FLS)IPending Casesl2 - Reviewed and PendinglGulf to Bay 2570 Holiday Inn Express (C) 2008 08 -07 RnGulf to Bay 2570 - Development Order 2008 09- 18.doc 10.15 am Case Number: FLS2008- 07012580 GULF TO BAY BLVD • • Owner(s): Menna - Pinellas Llc 36464 Us Hwy 19 N Palm Harbor, F134684 TELEPHONE: 727- 781 -1900, FAX: No Fax, E -MAIL: No Email Representative: Renee Ruggiero Northside Engineering Services Clearwater, F133758 TELEPHONE: 727 - 443 -2869, FAX: 727 - 446 -8036, E -MAIL: renee @northsideengineering.com Location: The 2.66 -acre subject property is located at the northwest corner of US Highway 19 and Gulf to Bay Boulevard. Atlas Page: 290B Zoning District: C, Commercial Request: Flexible Standard Development approval for a restuarant as an accessory use to the existing overnight accommodations use as per Community Development Code Sections 2 -703 and 3 -201. Proposed Use: Overnight accommodations Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133763 1821 Springwood Cir S TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Presenter: Robert Tefft, Planner III Attendees Included: The DRC reviewed this application with the following comments: General Engineering: I . Prior to the issuance of a Building Permit: 1, The applicant/owner will be responsible for all fees associated with the installation of a required double check valve assembly (backflow preventor device) required for restaurants per Clearwater Code of Ordinances Article IV, Water, Sec. 32.140(3). 2. Revise site plan to have the water meter/backflow prevention device to be installed adjacent to the proposed connection to the existing water main serving the hotel. 3. Show grease trap location on the Site Plan as required to prevent grease from entering city sanitary sewer system. Prior to the issuance of a Certificate of Occupancy: 1. Applicant shall submit 5 sets of as -built drawings that are signed and sealed by a State of Florida Registered Professional Engineer. The Construction Services Inspector will field inspect as -built drawings for accuracy. Environmental: Fire: No issues. Add a fire hydrant at west entrance off Gulf To Bay to protect new building. Show on plan PRIOR TO DO Harbor Master: No Comments Legal: No Comments Land Resources: I . No Issues. Landscaping: 1 . Seven of the nine existing Royal Ponciana trees at the southwest corner of the property are dead. These must be replaced. Parks and Recreation: 1 . No issues - addition of restaurant to existing hotel, less than I% increase in building coverage. Development Review Agenda - Thursday, August 7, 2008 - Page 13 DRC nabu Agcud, I Stormwater: • • 1 . The following shall be addressed prior to issuance of the Building Permit. 1. Provide a copy of the approved SWFWMD permit or letter of exemption. Solid Waste: No Comments Traffic Engineering: 1 _ No issues. Planning: 1 . Denote the building and awning colors on the architectural elevations. Provide swatches for all proposed colors, including awning. Building colors must be consistent with existing principal structure. 2. Remove the signage from the architectural elevation drawings. No attached or free - standing signage for the accessory use is permitted. 3 . Prior to the issuance of a Development Order, the outstanding case BIZ2008 -01064 must be brought in to complete status. 4. The walkway along the north side of the building extends further that is necessary past the door. Eliminate the excess pavement (and change the door swing so that it swings to the west). Other: No Comments Notes: 5 Development Review Agenda - Thursday, August 7, 2008 - Page 14 DRC Action Ag,Wa I.I � Civil • Land Planning Due Diligence Reports �J Re- Zoning, Land Use, Annexation Gr2 � zaoatw sk'1t A6W4 - ae. Stormwater Management Utility Design Traffic Construction Administration July 8, 2008 Robert G. Teft, Planner III City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, FL 33756 RE: Holiday Inn Express Phase N (Cafe) Dear Mr. Teft: Below are responses to `letter of incompleteness' comments, dated July 8, 2008: 1. Please be advised that the correct address for the property is 2570 Gulf -to -Bay Boulevard, not 2580. Revise the application accordingly. Response: The revised application providing 2570 Gulf -to -Bay as address. 2. The application identifies two (2) parcel numbers; however there is only one actual parcel number associated with the property (1.8- 29 -16- 00000 - 1.40 - 1220). Revise the application accordingly. Response: Please see revised application with corrected parcel #: 18-29-16- 00000 -140- 1220 as per your direction. 3. The Unity of Title submitted with the application is incomplete — Only the first page was provided. Submit the complete Unity of Title. Response: Unity of Title previously provided prior to issuance of building permit and/or C.O. Unity of Title not required with this submission, However, should you need this please contact me� 4. Provide a project Valuation on the application. Response. Please see revised application with $150,000 construction value. Revised copies of application are attached herewith. Please contact me if you require additional information and I will respond immediately. Thank you for your assistance. Sin erely, Renee Ruggiero Project Planner P.O. Box 4948 Clearwater, FL 33758 -4948 tech @northsideengineering.com 727 443 2869 Fax 727 446 8036 MO RECEM ® 2000 PiANMAWG 1XPAWMENT CITE' OF ctEpgWXER Civil Q Land Planning Due Diligence Reports 4J Re- Zoning, Land Use, Annexation gGt+`-Gwee" SPftve /cr,c. Stormwater Management Utility Design Traffic Construction Administration LETTER OF TRANSMITTAL Date: July 8, 2008 To: City of Clearwater, Planning Department 100 South Myrtle Avenue Clearwater, FL 33756 Attn: Robert G. Teft Reference: Holiday Inn Express Phase iv (Cafe) NES #: 0821 We Transmit: () Enclosed () Mail () Pick -up () UPS Overnight O Courier (X) Hand Delivered () Per Your Request () For Your Review & Comment () For Your Use () For Your Approval O For Your Files O For Your Information () Originals () Prints O Addendum O Shop Drawings () Specifications () Applications () Floppy Disk Comments: Please do not hesitate to contact this office should you have any further questions or comments regarding this proiect. Enclosures Copies To: File sy. Renee Ruggiero Project Planner P.Q. Box 4948 Cleat - water, FL 33758 -4948 tech @northsideengineering.com 727 443 2869 Fax 727 446 8036 Description Copies Date 1 7/8/08 Response to Comments 15 7/8/08 Flexible Standard Development Applicalflons Comments: Please do not hesitate to contact this office should you have any further questions or comments regarding this proiect. Enclosures Copies To: File sy. Renee Ruggiero Project Planner P.Q. Box 4948 Cleat - water, FL 33758 -4948 tech @northsideengineering.com 727 443 2869 Fax 727 446 8036 PLANNING DEPARTMENT July 10, 2008 CITY OF CLEARWATER 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 Ms. Renee Ruggiero Northside Engineering Services, Inc. P.O. Box 4948 Clearwater, Florida 33758 Re: FLS2008 -0701 5 12580 Gulf -to -Bay Boulevard I Letter of Completeness Dear Ms. Ruggiero: The Planning Department staff has entered your application into the Department's filing system and assigned the case number FLS2008- 07015. After a preliminary review of the submitted documents, staff has determined that the application is complete. The Development Review Committee (DRC) will review the application for sufficiency on Thursday, August 7, 2008, in the Planning Department Conference Room (Room 216), which is located on the second floor of the Municipal Services Building at 100 South Myrtle Avenue. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. Sincerely, Robert G. Tefft, Planner III Tel: (727) 562 -4539 Fax: (727) 562 -4865 E -Mail: robert.tefft @myclearwater.com Ack "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" PLANNING DEPARTMENT July 8, 2008 0 C ITY OF C LEARWATER 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 Ms. Renee Ruggiero Northside Engineering Services, Inc. P.O. Box 4948 Clearwater, Florida 33758 RE: FLS2008 -0701 5 1 2580 Gulf -to -Bay Boulevard I Letter of Incompleteness Dear Ms. Ruggiero: The Planning Department staff has entered your application into the Department's filing system and assigned the case number FLS2008- 07015. After a preliminary review of the submitted documents, staff has determined that the application is incomplete with the following comments' Please be advised that the correct address for the property is 2570 Gulf -to -Bay Boulevard, not 2580. Revise the application accordingly. 2. The application identifies two (2) parcel numbers; however there is only one actual parcel number associated with the property (18- 29 -16- 00000 -140 - 1220). Revise the application accordingly. 3. The Unity of Title submitted with the application is incomplete - only the first page was provided. Submit the complete Unity of Title. 4. Provide a project valuation on the application. Pursuant to Community Development Code (CDC) Section 4 -202, if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff and no further development review action shall be taken until those specified deficiencies are corrected and the application is deemed complete. Please resubmit revised plans and application materials as per the above comments no later than Noon, Monday, July 14, 2008. Should you have any questions, please do not hesitate to contact me. Sincerely, Robert G. Tefft, Planner III Tel: (727) 562 -4539 Fax: (727) 562 -4865 E -Mail: robert.tefft (Pmyclearwater.com "FnTIAT. FMPT0VMFNT ANTI AFFTRMATTVF Ac-nnN FMPT(1VFR" �1 Civil Land Planning RTItSIDE Due (7iigence Reports Re -�onin g, Land Use , Annexation .Ctt,gineeritag Services lace. Storrnwater Managernent Utility Design Tra {fi K LETTER OF TRANSMITTAL Construction Administration Date: -July 2, 2008 To: City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Attn: Sherry Watkins Reference: NES #: 821 We Transmit: () Enclosed () Mail () Pick -up Holiday Inn Express Phase IV (Cafe ) () Under Separate Cover () Courier (X) Hand Delivered () Per Your Request (X) For Your Review & Comment (X ) For Your Use () For Your Approval () For Your Files () For Your Information (X) Originals (X ) Prints () Addendum () Shop Drawings () Specifications (X) Applications () Floppy Disk Please do not hesitate to contact me if you have questions or require additional information regarding this project. B Renee Ruggiero, Project PlarW #?Q, Box 4948 Clearwater, FL 33758 -4948 tech(- �.northsideengir€eet4ing.cont 727 443 2869 Fax 727 446 8036 Copies Date Description 15 15 7/02/08 7/02/08 Flexible Standard Development Application Written Narrative 15 7/02/08 Warranty Deed 15 7/02/08 Boundary Too ra hic, and Tree survey 15 7/02/08 Drainage Calculations & Narrative 15 7/02/08 Civil Drawings 24 "x36" 15 7/02/08 Reduced Site Plans 8 V29' x 11" 15 7/02/08 Reduced Color Landsca a 8' /Z" x 11" 7/02/08 Comprehensive Landscape Application 15 7/02/08 Tree Inventory Sheet and Report 24 "x36" 15 7/02/08 Architectural Floor Plans and Elevations Reduced (w/ Color Chips) 15 7/02/08 Architectural Floor Plans and Elevations Full Size Please do not hesitate to contact me if you have questions or require additional information regarding this project. B Renee Ruggiero, Project PlarW #?Q, Box 4948 Clearwater, FL 33758 -4948 tech(- �.northsideengir€eet4ing.cont 727 443 2869 Fax 727 446 8036 %Lev 7/2/2008 Receipt #: 1200800000000005474 11 a9:39AM T Date: 07/02/2008 Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLS2008 -07015 03 Flex Std - Commercial 001000000341262000 475.00 FLS2008 -07015 Fire - Prelim Site Plan 001000000342501000 200.00 Line Item Total: $675.00 Payments: Method Payer Initials Check No Confirm No How Received Amount Paid Check HOLIDAY INN EXPRESS adb 11214 In Person 675.00 Payment Total: $675.00 -1.,* THIS IS NOT A PERMIT. This is a receipt for an. application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. Page I of I cReceipt.rpt I PLANNING DEPARTMENT July 18, 2008 CITY OF CLEARWATER 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 RE: NOTICE OF FILING AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 2580 GULF -TO -BAY BOULEVARD (FLS2008- 07015) To Surrounding. Property Owners: As a property owner within 500 feet of 2570 Gulf -to -Bay Boulevard,. the City. of Clearwater Planning Department gives. notice that an. application has been. submitted for Flexible. Standard Development approval for a restuarant as. an accessory use to the existing overnight accommodations use as per Community. Development Code. Sections 2 -703 and 3 -201.. On August 7, 2008, the Development Review Committee (composed of the City's professional staff) will review and. determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions,. or denying the application. The earliest date that the City will. make a decision on the application will. be August 7, 2008. The City encourages you to participate in. the review of this application. You. may contact me at (727) 562 -4539 or via email at robert.tefft0myclearwater.com for further information, visit our office to review the files and /or submit written comments. to. be considered in the City's review of the application.. Please be advised that the applicant may submit additional or new information. regarding this. case,. which you may review during regular business hours. However,. no further notice will. be provided to. you should the application. be amended. An. appeal of the decision of the Planning Director may be initiated by the applicant or property owners. within the required notice area who. present competent substantial evidence at, or prior to, the Development Review Committee meeting on August 7, 2008.. An appeal must be filed, including. an appeal fee, with the City Clerks Office within seven days. of the issuance of the Development Order. Thank you for your interest in the City of Clearwater' s. development review process.. You. may access the Planning. Department through the City's website:. www.myclearwater.com. Sincerely,. Robert G. Tefft, Planner III. Tel: (727) 562 -4539. Fax: (727) 562 -4865. E- Mail: robert.tefft @myclearwater.com. ® c "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" rasy re6i Lane Use Avery® TEMPLATE 5160® A,Fmr—d Paper OCEAN PROPERTIES INC 1445 BRIGHTWATERS BLVD NE ST PETERSBURG FL 33704 - 3809 C N L FUNDING 2000 -A PO BOX 1671 ORLANDO FL 32802 _ 1671 185CLEARWATER LLC 3495 COOLIDGE RD LANSING MI 48823 - 6374 FL DEPT OF TRANS 11201 N MCKINLEY DR TAMPA FL 33612 - 6456 MENNA - PINELLAS LLC 38724 US HIGHWAY 19 N STE 100 TARPON SPRINGS FL 34689 - 3979 FL DEPT OF TRANS 11201 N MCKINLEY DR TAMPA FL 33612 - 6456 GREEK ORTHODOX CHURCH OF THE H 5200 BUFFINGTON RD ATLANTA GA 30349 - 2998 FL DEPT OF TRANS 11201 N MCKINLEY DR TAMPA FL 33612 - 6456 FL DEPT OF TRANS 11201 N MCKINLEY DR TAMPA FL 33612 - 6456 .lee insirumon bneei I N'w for Easy Peel Feature I PUBLIC STORAGE CRES FUND PO BOX 25025 GLENDALE CA 91221 - 5025 CENTRO NP CLEARWATER MALL LLC 420 LEXINGTON AVE 7TH FL NEW YORK NY 10170 - 0799 GREEK ORTHODOX CHURCH OF THE H 409 OLD COACHMAN RD CLEARWATER FL 33765 - 4410 CHHABRIA ENTERPRISES INC SINGH, SHANTIA 20788 US HIGHWAY 19 N CLEARWATER FL 33765 - 4436 FL DEPT OF TRANS 11201 N MCKINLEY DR TAMPA FL 33612 - 6456 GULF TOWERS INDIAN ROCKS BCH I PO BOX 250 INDIAN ROCKS BEACH FL 33785-0250 ROYAL PASCO LLC 3.60 HARBOR PSE CLEARWATER FL 33767 - 1811 WAL -MART STORES INC PO BOX 8050 MS 0555 BENTONVILLE AR 72712 - 8055 FL DEPT OF TRANS 11201 N MCKINLEY DR TAMPA FL 33612 - 6456 A051600 I PERKINS CLEARWATER LTD 5275 EDINA INDUSTRIAL BLVD 205 EDINA MN 55439 - 2902 LOWES HOME CENTER INC PO BOX 1000 MOORESVILLE NC 28115 - 1000 DILLEY, BARBARA J TRUST 4921 TIGERTAIL CT NEW PORT RICHEY FL 34653 - 6577 FL DEPT OF TRANS 11201 N MCKINLEY DR TAMPA FL 33612 - 6456 BAY PARK PARTNERS LLC ATTN EPROPERTY TAX - DEPT 128 PO BOX 4900 SCOTTSDALE AZ 85261 - 4900 GREEK ORTHODOX CHURCH OF THE H 409 OLD COACHMAN RD CLEARWATER FL 33765 - 4410 GULF TO BAY HOLDINGS LLC 901 N HERCULES AVE STE C CLEARWATER FL 33765 - 2031 FL DEPT OF TRANS 11201 N MCKINLEY DR TAMPA FL 33612 - 6456 6tiquettes faciles 6 peler ® W Consultez la feuille w ww.averycom Utilisez le aabarit AVERY® 51.600 Sens de chargement d'instruction 1- 800 -GO -AVERY J F CITY OF CLEARWATER °' PLANNING DEPARTMENT Posr OFFICE Box 4748 CiLEARWATER, FLORIDA 337558 -4748 S Clearwater Neighborhood Coalition 1821 Springwood Circle S Clearwater, Fl 33763 President Shelly Kuroghlin Pinellas County Property App r r Information: 18 29 16 78608 000 00 Page 2 of 6 18 / 29 / 10 / 00000 / 140 / 1220 08 -Jul -2008 Jim Smith, CFA Pinellas County Property Appraiser 08:22:07 Ownership Information Mon - Residential Property Address, Use, and Sales MENHA- PIHELLAS LLC OBK: 11378 OPG: 1572 38724 US HIGHWAY 19 N STE 100 TARPON SPRINGS FL 34689 -3979 EVAC: Non -EUAC Comparable sales value as Prop Addr.: 20780 US HIGHWAY 19 H of Jan 1, 2007, based on Census Tract: .00 sales from 2005 - 2006: 0 Sale Date OR Book /Page Price (Qual,/UnQ) Vac /Imp P1at,Information 0 /0 01 0 0 0000: Book Pgs - 0 10 OJ 0 0 ( ) 0000: Book Pgs - 0 10 01 0 0 ( ) 0000: Book Pgs - 0 10 01 0 0 ( ) 2007 Value EXEMPTIONS Just /Market: 4,360,000 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed /Cap: 4,360,000 Institutional Exem: NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 4,360,000 Agricultural: 0 2007 Tax Information District: Cu Seawall: Frontage: Clearwater View: 07 Tax: 86,925.76 Land Size Unit Land Land Land Front x Depth Price Units Meth 07 Millage: 19.9371 1) 0 x 0 12.00 85, 813.20 S 07 Spec Asmt: .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save- Our -Homes 4) 0 x 0 .00 .00 cap, 2007 taxes will be : 5) 0 x 0 .00 .00 86, 925.76 6) 0 x 0 .00 .00 Without any exemptions, 2007 taxes will be 86,925.76 Short Legal PART OF SE 114 OF HE 1/4 DESC FROM SE COR OF HE 1 }4 Description TH NOiD03'04 "E 400FT TH H89O41'28 "W 124.02FT FOR Building Information http: //l 36.174.187.13/htbin/cgi- click ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p =18... 7/8/2008 111nellas County Property App rr Information: 18 29 16 78608 000 00� . Building 1 . Building 2 Building #1 Page 3 of 6 18 / 29 / 10 / 00000 / 140 / 1220 :01 08 -Jul -2008 Jim Smith, CFA Pinellas County Property Appraiser 08:22:07 Commercial Card Oi of 2 Improvement Type: Hotel /Hotel ? 3 St Property Address; 20780 US HIGHWAY 19 N Prop Use: 312 Land Use; 39 S�ruc�ural E1sm�nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall Hone Structural Frame, Hone Roof Frame Bar Joist /Rigid Fram Roof Cover Built Up /Composition Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Drywall Total Units 0 Heating & Air Heating&Cooling Pckg Fixtures 243 Bath Tile Floor and Wall Electric Average Description Factor Shape Factor Square 1) Quality Average 1.00 Year Built 21005 Effective Age 3 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Areas CommE3 rciaIL Ex -t ra Features Description Factor Area Units Description Factor Area 1) Base Area 1.00 13,077 7) .00 0 2) Enclosed Porch .80 90 8) .00 0 3) Open Porch .30 50 9) .00 0 4) Canopy . 25 1, 050 10) . 00 0 5) Upper Stry Base Area .90 38,943 11) .00 0 6) 2.00 .00 0 12) .00 0 CommE3 rciaIL Ex -t ra Features Building #2 http: / /l36.174.187.13/htbin/cgi- click ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p =18... 7/8/2008 Description Dimensions Price Units Value RCD Year 1) PATIO /DECK 2115 12.00 2,115 0 24,110 2,005 2) POOL 510 35,000.00 1 0 33,250 2,005 3) ASPHALT 80SPCS 1.75 20,000 35,000 35,000 0 4) ELEV PASS 40, 000.00 1 0 38,000 2,005 5) FIRESPRINK 2.00 44,000 0 85,360 2,005 6) ELEV STOP 7,000.00 4 0 27,160 22005 TOTAL RECORD VALUE: 242,880 Building #2 http: / /l36.174.187.13/htbin/cgi- click ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p =18... 7/8/2008 Pinellas County Property App 0r Information: 18 29 16 78608 000 00 Page 4 of 6 18 / 29 / 18 / 00000 / 1401 1220 :02 08 -Jul -2008 Jim Smith, CFA Pinellas County Property Appraiser 08:22:08 Commercial Card 02 of 2 Improvement Type: Motel /Hotel > 3 St Property Address: 20780 US HIGHWAY 19 N Prop Use: 312 Land Use: 39 S-truc -tur.-i1 El_m4n -ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall 30% Common Wall Structural Frame None Roof Frame Bar Joist /Rigid Fram Roof Cover Built Up /Composition Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Drywall Total Units 28 Heating & Air Heating &Cooling Pckg Fixtures 168 Bath Tile Floor and Wall Electric Average Description Factor Shape Factor Square 1) Quality Average i.00 Year Built 2,007 Effective Age i Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Ar��s Commercial Ex -tra FeaTLi='eS Description Dimensions Price 1) ELEU PASS 30, 000. 00 2) ELEU STOP 7,000.00 3) ASPHALT 1.75 4) .00 5) .00 6) .00 Map With Property Address (non- vacant) CMIC3111111101M Units Description Factor Area .1 Description Factor Area 1) Base Area i.00 29,426 7) .00 0 2) Open. Porch .30 850 8) .00 0 3) 0 .00 0 9) .00 0 4) RECORD .00 0 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 Commercial Ex -tra FeaTLi='eS Description Dimensions Price 1) ELEU PASS 30, 000. 00 2) ELEU STOP 7,000.00 3) ASPHALT 1.75 4) .00 5) .00 6) .00 Map With Property Address (non- vacant) CMIC3111111101M Units Value RCD Year .1 30,000 30,000 2,007 5 35,000 35,000 2,007 8,500 14,880 14,880 2,007 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL RECORD VALUE: 79,880 http: // l 36.174.187.13/htbin/cgi- click ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p =18... 7/8/2008 Pinellas County Property App 0 r Information: 18 2916 78608 000 0 1/8 Mile Aerial Photograph (2002) Page 5 of 6 http://l36.174.187.13/htbin/cgi-click?o=1&a=l&b=l&c=l&r--.16&s=4&t3=1&u=O&p=l8... 7/8/2008 us H I G H W A Y//,- �jjAY HIGHW27, 1yp 713 2.17 A ce 211 FY 220-26 6 60.76 76 U [-00. it y A 1/8 Mile Aerial Photograph (2002) Page 5 of 6 http://l36.174.187.13/htbin/cgi-click?o=1&a=l&b=l&c=l&r--.16&s=4&t3=1&u=O&p=l8... 7/8/2008 a 0 .. qz . UTILITY / DRY STORA I I I I I I I I rlrtii SERVING ° 7 1 111, 1,1 UTENSILS/ CONDIMENTS T C i I I I L_ _ _ - - - - - - - III! I! Iiillillllllilllililllllllllllill COOLE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII iilil! I D, I�$TROO4 - H !DIM; 2:2 qF. Ili��llr �r ❑ ❑ ❑ ❑ CAFE' DEL MAR U � � r c h t e c t o n c s Now Construction 2750 Gulf to Bay Blvd. Studio Q Clearwater, Florida 13 ❑ ❑ ❑ ❑ . P"inellas County Property App *r Information: 18 29 16 78608 000 00 Page 6 of 6 Pinellas County Property Appraiser Parcel Information http: //l 36.174.187.13/htbin/cgi- click ?o =l &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p =18... 7/8/2008 STUCCO, TYP. CANVAS AWNING STUCCO REVEA NORTH ELEVATION SCALE: 3116" = P -0" TOP OF PARAPET (BEYOND) ELEv. Ii' -4" TOP OF PARAPET (BEYOND) ELEv. 15' -4" TOP OF PARAPET ELEV. 14' -0" as FINISH FLOOR SLAM^ c ELEV. 0' -0" 0�0 aU CAFE' DEL MAR r c h i t e c t o n i c s New Construction 2760 Gulf to Bay Blvd. o Studio D Clearwater, Florida 13 13 • TOP OF PARAPET ELEV. IT -4" TOP OF PARAPET ELEV. 15' -4" TOP OF STOREFRONT ELEY. T -O" FINISH FLOOR SLAB ELEV. 0' -0" Vy � {Q a3/U3::�1 m5fdo SOUTH ELEVATION SCALE: 3116" = P -O" rchitectonics Studio 0 13 13 CAFE' DEL MAR Now Construotlon 2760 Clulf to Bay Blvd. Clearwater, Florlda BANDING TYP. A TRIM BANDING AWNIW -% REVEAL M ?ONT SOP OF PARAPET (BEYOND) ELEV. IT -4" TOP OF PARAPET ELEV. I5' -4" TOP OF PARAPET ELEV. 14' -0" TOP OF STOREFROI` ELEV. T -0" FINISH FLOOR SLAB ELEV. 0' -0" EAST ELEVATION SCALE: 3/16" = P -0" rchitectonics Studio 0 CAFE' DEL MAR New Constructlon 2750 Gulf to Bay Blvd. Clearwater, Florlda � W Q Q _. -4 0 z 0 �V WEST ELEVATION SCALE: 3/16" = 1' -0" rchitectonics Studio 0 0 13 13 TOP OF PARAPET (BEYOND) ELEV. 1i' -4" BANDING -L TOP OP PARAPET ELEV. 15' -4" - STUCCO, TOP OF PARAPE n"P• ELEV. 14' -0" -4" STUCCO TRIM STUCCO BANDING CANVAS AUJNING STUCCO REVEAL CAFE' DEL MAR Now Construction 2760 Gulf to Bay Blvd. Clearwater, Florida FINISH FLOOR SLA ELEV, 0' -0" UA LU m o Q 9 F- W iu M t z 51 SW 7005 SW 6350 Pure White Intricate Ivory SW -1005 PURE WHITE 5W 6350 INTRICATE IVOR"' - STUCCO TRIM /SANDING - BUILDING (UPPER) - METAL ROOF SW 8 SW 6352 Tricorn Black Soft Apricot SW 6255 TRICORN SLACK 5W 6352 SOFT APRICOT - AWNINGS - BUILDING (EASE) CAFE' DEL MAR r® i Now Construction Studio D 2750 Gulf to Bay Blvd. Clearwater, Florida ❑ ❑ ❑ ❑ UA LU m o Q 9 F- W iu M t z LEGAL DESCRIPTION Beginning at a point found by measuring from the Northeast corner of Section 18, Township 29 South, Range 16 East, North 89 degrees 33'14" West, 100.02 feet to the West right -of -woy line of U.S. Highway 19; thence South 01 degrees 03'04" West, along said line 2531.24 feet; thence continue along said line South 45 degrees 40'08" West, 142.35 feet to the North right - of -way line of Gulf -To -Bay Boulevard (State Road 60); thence North 89 degrees 4243" West, along said North right -of -woy line, 100.00 feet, to the POINT OF BEGINNING; thence continue along said line North 89 degrees 4243" West 200.00 feet; thence North 01 degrees 0,3'04" East, 150.00 feet; thence South 89 degrees 42'43" East 200.00 feet; thence South 01 degrees 03'04" West, 150.00 feet to the POINT OF BEGINNING. TOGETHER WITH: A PARCEL OF LAND BEING A PART OF THE SOUTHEAST 114 OF THE NORTHEAST 114 OF SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA BEING FURTHER DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHEAST 114 OF THE NORTHEAST 114 OF SAID SECTION 78; THENCE N 01'0,3'04" E FOR 50.00 FEET TO A POINT ON THE NORTH RIGHT -OF -WAY OF GULF TO BAY BOULEVARD (ALSO KNOWN AS STATE ROAD 60); THENCE N 89'41 28" W ALONG SAID NORTH RIGHT -OF -WAY FOR 200.02 FEET TO THE POINT OF BEGINNING; THENCE N 45'40 48" E FOR 142.33 FEET TO A POINT ON THE WESTERLY RIGHT -OF -WAY OF U.S. HIGHWAY 19; THENCE N 01'03'04" E ALONG SAID WESTERLY RIGHT -OF -WAY FOR 250.00 FEET, • THENCE N 89'41'28" W ALONG A LINE PARALLEL TO SAID NORTH RIGHT -OF -WAY OF GULF TO BAY BOULEVARD FOR 244.26 FEET,- THENCE S 01'0304" W ALONG A LINE PARALLEL WITH SAID WESTERLY RIGHT -OF -WAY OF U.S. HIGHWAY 19 FOR 120.31 FEET; THENCE S 62'04'14" W, 2743 FEET, THENCE N 89'41'28" W ALONG A LINE PARALLEL TO SAID NORTH RIGHT -OF -WAY OF GULF TO BAY BOULEVARD FOR 68.04 FEET; THENCE N 08 "4121 " W FOR 17.36 FEET; THENCE N 89'41 28" W, ALONG A LINE PARALLEL TO SAID NORTH RIGHT -OF -WAY OF GULF TO BAY BOULEVARD FOR 60.76 FEET; THENCE S 01'0304" W ALONG A LINE PARALLEL TO SAID WESTERLY RIGHT -OF -WAY OF U.S. HIGHWAY 19 FOR 83.86 FEET. THENCE S 8941'28" E ALONG A LINE PARALLEL WITH SAID NORTH RIGHT -OF -WAY OF GULF TO BAY BOULEVARD FOR 200.00 FEET; THENCE S 01'03'04" W ALONG A LINE PARALLEL WITH SAID WESTERLY RIGHT -OF -WAY U.S. HIGHWAY 19 FOR 150.00 FEET- THENCE S 89'41 28" E ALONG THE NORTH RIGHT -OF -WAY LINE OF GULF TO BAY BOULEVARD FOR 100.00 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 1.96 ACRES, MORE OR LESS. FLOOD ZONE INFORMATION THE ABOVE DESCRIBED PROPERTY LIES WITHIN FLOOD ZONE X PER FLOOD INSURANCE RATE MAP No.125096 0017D MAP REVISED: 08/19/91 SURVEY INFORMATION PROVIDED BY A SIGNED & SEALED SURVEY BY: EDWARD C. ELLIOTT, P.S.M. #3983 DATED: 04/26/05 SECTION 18 ,TOWNSHIP 29 S, RANGE 16 CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA E SITE DATA EXISTING (E) + PROPOSED (P) = TOTAL PROPOSED REQUIRED ZONING: C C C C CLEAN- OUT(C.O.) COMMERCIAL GENERAL COMMERCIAL GENERAL COMMERCIAL GENERAL COMMERCIAL GENERAL LAND USE: NEW ASPHALT NEW 106 UNITS 106 UNIT HOTEL 106 UNIT HOTEL OVERNIGHT ACCOMMODATION USAGE: W/ ACC. RESTAURANT W/ ACC. RESTAURANT PERMITTED LOT AREA: 115,754 S.F. 115,754 S.F. 115,754 S.F. 20,000 - 40,000 S.F. 2.66 ACRES 2.66 ACRES 2.66 ACRES LOT WIDTH 400 400 400 200 DENSITY 40 UNITS PER ACRE 106 UNITS 40 UNITS PER ACRE 106 UNITS 40 UNITS PER ACRE BUILDING COVERAGE: 17,903 S.F. 1,092 S.F. 19,307 S.F. N/A (S.F. & % OF GROSS SITE) 15.5% 1% 16.6% GROSS FLOOR AREA (S.F.): 71,612 S.F. 1,092 S.F. 72,704 S.F. - -- F.A.R.: 0.62 .01 0.63 (HOTEL BUILDING) (ACCESSARY RESTAURANT) FRONT: 15' TO PAVEMENT S) 29.0' TO PAVEMENT (S) 25 ' 80.4' TO BLDG.(S) 84.0' TO BLDG.(S) SETBACKS: SIDE: 13' TO PAVEMENT(W) 11' TO PAVEMENT(W) 10' 73.2' TO BLDG.(N) 107.0' TO BLDG.(N) 20' REAR: 71.8' TO PAVEMENT(N) 0' TO PAVEMENT(N) 48' -6" ROOF DECK ' TO ROOF DECK STORY ACC. RESTAURANT HEIGHT: 52' -6" TO TOP OF PARAPET 5 STORY 18'15 " 18 TOP OF PARAPET & 5 STORY HOTEL 25' -50' PAVED VEHICULAR USE AREA: S.F. 837 S.F. (DEMO) 48,725 S. F. - 837 S.F. N/A (V.U.A.) 47,888 S.F. IMPERVIOUS SURFACE RATIO: 77,307 S.F. 837 S.F. (DEMO) 77,307 S.F. (I.S.R.) 0.67 1,523 S.F. (NEW) + 686 S.F. MAX. 0.90 77,993 S.F. 0.67) OPEN SPACE: 38,447 S.F. - -- 36,966 S.F. MIN. 10% (S.F. & % OF GROSS SITE) 33% 32/ PARKING LOT INTERIOR LANDSCAPING: 6,132 S.F. 5,835 S.F. 5,835 S.F. 10% OF V.U.A. (S.F. & % OF V.U.A.) 12.6% 12.1% 12.1% PARKING: 120 SPACES 115 SPACES 115 SPACES 107 PARKING CALCULATIONS: 106 ROOM ® 1 SPACE PER ROOM = 106 SPACES PLUS 1 ADDITIONAL SPACE FOR NEIGHBORING HOTEL ( 1 SPACE SHORT ) TOTAL 107 SPACES REQUIRED NOTE: PER CODE SECTION 3 -201 ADDITIONAL PARKING NOT REQUIRED FOR ACCESSORY USE LEGEND 0 EXIST. ELEVATION x EXIST. CONTOUR 10 NEW ELEVATION +10.00 NEW CONTOUR �MMMM10_Mmm EXIST. STORM SEWER - - - - - - - NEW STORM SEWER MII � � NEW UNDERDRAIN ■■■■■■■■■■■■■■■■■■■■■■■1 EXIST. SAN. SEWER - - - - - - NEW SAN. SEWER . EXIST. WATER SERVICE - ----- ----- - - - - -- NEW WATER SERVICE m■■■■■■■■■■■■■- NEW INLET 0 NEW SAN. MANHOLE • NEW CLEAN- OUT(C.O.) __,:'I = = . NEW BUILDING AREA a. V LLLLLLLLLLLLLLLJLLLLLLLLLLL NEW ASPHALT NEW CONCRETE TEMP. SILT BARRIER POINT OF CONNECTION OF NEW UTILITY TO EXIST. M METER B. F. P. D. BACKFLOW PREVENTION DEVICE F.H.A. FIRE HYDRANT ASSEMBLY F.D.C. FIRE DEPARTMENT CONNECTION T.B.O. TEMPORARY BLOW -OFF T. &V. TAP AND VALVE INDEX OF SHEETS C1.1 CIVIL SITE DATA C1.2 CIVIL SITE SPECIFICATIONS C2.1 DEMOLITION PLAN C3.1 CIVIL SITE PLAN C4.1 CIVIL SITE DETAILS L1.1 LANDSCAPE SITE PLAN L1.2 LANDSCAPE NOTES & DETAILS L1.3 TREE PRESERVATION PLAN L1.4 TREE INVENTORY PLAN 070.15 0?570 QJ -�-o hoy ?kZ- SITE PLAN APPROVED CASE # L 2oas -6-25' CASE TYPE DRC DATE oa bl Lo 6 CDB DATE SIGNATU ET DATE Z 0:$ 4 0s w Q et 7� �W W 0 r3 N �Z Z xW 4 40 V1 • i0 J MZ W�V ^F vd z a 0 1 W i Z W • Z Z QM 0 M Q �Q a Wo z 0 Y v W . Q m� 1- Q • 03 Id N Cc su EA EB #5936 v M V -I N E S Comm.: 0821 Drawn By: N.E.A. �] Checked By: H.G. J z� u THIS DRAWING IS AN INSTRUMENT GF' SE VlC€ ,�2JQJSWALIk Ki AIN THE PROPERTY OF THE ENGINEER, AND SHALL NOT B6'REpRODO�,EP�IBLISH O OR�SED IN ANY WAY WITHOUT THE CONSENT OF THE ENGINEER. �� 1 d1 � )�YRIGM 2008 - NOT PUBLISHED N o 47431 � �duti �. STA2 0 RAM,k GOEL, Ph.D., P.E. COPIES OF \THESE,PLA1 S.ARQNOT VALID UNLESS EMBOSSED` WITH .TNE'.$,IC;RNG 'ENGINEER'S SEAL a`D M M Q z J M•y m 2 Q 0 LL O ice W A �F_ M■■� U Q O � J NU 9 0 ti- W C= 1+ LLI ` j t OI ,_ _ V �� 7 a. V 070.15 0?570 QJ -�-o hoy ?kZ- SITE PLAN APPROVED CASE # L 2oas -6-25' CASE TYPE DRC DATE oa bl Lo 6 CDB DATE SIGNATU ET DATE Z 0:$ 4 0s w Q et 7� �W W 0 r3 N �Z Z xW 4 40 V1 • i0 J MZ W�V ^F vd z a 0 1 W i Z W • Z Z QM 0 M Q �Q a Wo z 0 Y v W . Q m� 1- Q • 03 Id N Cc su EA EB #5936 v M V -I N E S Comm.: 0821 Drawn By: N.E.A. �] Checked By: H.G. J z� u THIS DRAWING IS AN INSTRUMENT GF' SE VlC€ ,�2JQJSWALIk Ki AIN THE PROPERTY OF THE ENGINEER, AND SHALL NOT B6'REpRODO�,EP�IBLISH O OR�SED IN ANY WAY WITHOUT THE CONSENT OF THE ENGINEER. �� 1 d1 � )�YRIGM 2008 - NOT PUBLISHED N o 47431 � �duti �. STA2 0 RAM,k GOEL, Ph.D., P.E. COPIES OF \THESE,PLA1 S.ARQNOT VALID UNLESS EMBOSSED` WITH .TNE'.$,IC;RNG 'ENGINEER'S SEAL a`D M M Q z J M•y m 2 Q 0 LL O ice W A �F_ M■■� U Q O � J NU 9 0 S.W.F.W.M.D. / EROSION CONTROL NOTES 1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION TO PREVENT SOIL EROSION AND SILTATION. 2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND FINE GRADE THE FINAL SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED AND SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING. J. THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY IN PARTS OFF SITE. 4. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED SHALL BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE OPENINGS IN THE CONTROL STRUCTURES. 5. ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER. 5. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN. NOTE: PLAN CONFLICTS, SHOWN OR UNSHOWN, WITH OTHER EXISTING SITE IMPROVEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ADJUSTMENTS AND PROTECT OR REINSTALL ALL DISTURBED EXISTING UTILITIES, PHONE LINES, POWER LINES, POWER SUPPORT CABLES, SPRINKLER LINES AND CONTROLS, MECHANICAL PIPELINES OR UNDERGROUND POWER CABLES AND RETURN EXISTING CONCRETE WALKS, DUMPSTER PADS, FENCE, HANDRAIL, VALVES, HYDRANTS, GUY WIRES, ELECTRIC BOXES AND PIPELINES WHICH SHALL BE REPAIRED OR REINSTALLED AS INCIDENTAL TO THE COST OF WORK SHOWN HEREUNDER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESOLVE ANY CONFLICTS PRIOR TO AWARD OF THE CONTRACT. NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION, FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 400 -4 & 400 -40 F.A.C. CAN RESULT IN A PENALTY NOT TO EXCEED .10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A OFFENSE. AND OPERATIONS INSPECTIONS FOR STORM WATER DISCNMIE FACILITY 1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY. 2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER SUBSTANCE THAN STORMWATER. J. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS. 4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN. OPERATION a MAINTENANCE OF THE STORMWATER SYSTEM THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND /OR SCARIFY THE POND BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E. GASOLINE, OIL, GREASE, CHEMICALS, ETC. THE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND FLUSHED SEMI- ANNUALLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN A PERMITTED FACILITY. EROSION AND SILTATION CONTROL NOTES 1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND /OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EX /STING WATER BODIES, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS SUCH SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS. 2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. J. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANTY PERIOD, 4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON -SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL UNSTABILIZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS. 6. MAINTENANCE. ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT AND /OR REPAIRED AS REQUIRED. FILTER MEDIUM SPECIFICATIONS THE FILTER SAND SHALL BE WASHED MATERIAL MEETING F.D.O. T. ROAD AND BRIDGE SPECIFICATIONS FOR SILICA SAND AND QUARTZ GRAVELS, OR MIXTURES THEREOF (LESS THAN ONE (1) PERCENT SILT, CLAY AND ORGANIC MATTER), UNLESS FILTER CLOTH IS USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MATTER WITHIN THE FILTER, CALCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE, • AND HAVE AN EFFECTIVE GRAIN SIZE OF 0.20 TO 0,55 MILLIMETERS IN DIAMETER; A UNIFORMITY COEFFICIENT OF 1.5 OR GREATER, RATE OF 0.125 CM /SEC. OR GREATER. IF THE PERMEABILITY RATE OF THE FILTER SAND IS LESS THAN 0.125 CM /SEC. A REPLACEMENT OF THE FILTER SYSTEM WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT IS RECOMMENDED THAT THE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED. 2 PERFORATED P CONSIST ASTMD30 VEMINIMUM OSIX SIXTEEN (16) 3/8 INCHODIAMETERCPERFOR TONS TO PER LINEAR FOOT OF PIPE AND BE ON THE BOTTOM 135' OF THE PIPE. J. THE CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED DURING THE INSTALLATION OF THE UNDERDRAIN AND ALL OF ITS COMPONENTS. 4• THE CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA. 5. SWFWMD REQUIRES AS -BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM. TEST REPORTS FROM AN APPROVED LABORATORY ON GRADATION AND PERMEABILITY SHALL BE INCLUDED IN THE AS -BUILT SUBMITTAL. CLEARING AND GRUBBING NOTES 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE . SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS RECARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. J. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSED, UNLESS OTHERWISE DIRECTED BY THE OWNER. CLEARING AND GRUBBING NOTES [CONTI 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY HAND" lS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 6. THE CONTRACTOR lS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. 7 IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING. 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECT /ON OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE I I NEW FA I E CL TES. H S OULD ANY / R PAN l ! D SC E C ES EXIST WITH THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION. 9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 70. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION /DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE- SODDED IN ACCORDANCE TO THE PLANS. 12. CONTRACTOR IS TO PROVIDE EROSION CONTROL /SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. WATER SYSTEM NOTES 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS J. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8 OR A 21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS SEALED IN ACCORDANCE WITH ANSI A 21.6 (AWWA C 104 -71). 4. ALL FITTINGS LARGER THAN 2' SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE WITH AWWA C -110 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C -111. FITTINGS SHALL BE CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C -104, 5. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C -900. PIPE SHALL BE CLASS 15FO AND MEET THE REQUIREMENTS OF SDR 16 IN ACCORDANCE WITH ASTM D -2241, 6. WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM D2241 -89. 7. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS. 8. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509. 9. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE LOCAL UTILITY AND FIRE MARSHALL. 10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 11. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON DETAILS 12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES 13. THE IRRIGATION SYSTEM SHALL HAVE PURPLE COLOR PIPING AND LABELING ON THE PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING. WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTION, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNERS ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS, 2. NEW WATER MAINS AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION. SAMPLING OF NEW WATER MAINS SHALL CONFORM W1TH COUNTY PUBLIC HEALTH UNIT REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER, UNDER NO CIRCUMSTANCES SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT HAS BEEN ISSUED. SANITARY SEWER NOTES 1. ALL SANITARY SEWER MAINS & LATERAL SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE CONSTRUCTION DRAWINGS. J. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 4, PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNERS ENGINEER OF ANY CONFLICTS OR DISCREPANCIES 5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION D- 3034 -77C, MA SDR 35, INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. 6. ALL PVC FORCE MAINS SHALL BE CLASS 2000, SDR 21, COLOR GREEN, WITH A GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE, PLACED 1 FOOT BELOW THE PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ 'FORCEMAIN ". 7 ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A21.6,A21.8, ORA21.51. 8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMA /NS THAT REQUIRE D.I.P. ARE TO BE POLYLINED OR EPDXY LINED. 9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR HS -20 LOADING. SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY THE OWNERS CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL PERFORM AN EXFILTRATION TEST ON ALL GRAVITY SEWERS INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION MAXIMUM ALLOWABLE LEAKAGE RATE.- 100 GPO PER INCH PIPE DIAMETER PER MILE. TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. J. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTORS RESPONSIBILITY, • WATER /SEWER CLEARANCE REQUIREMENTS 62- 555,314 LOCATION OF PUBLIC WATER SYSTEM MAINS FOR THE PURPOS E OF THIS SECTON TH E ,PHASE WAT E R M AI NS SHALL MEAN MAINS INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, OR FINISHED DRINKING WATER, FIRE HYDRANT LEADS, AND SERVICE LINES THAT ARE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER. (1 ) HORIZONTAL SEPARATION BE TW EE N UNDERGROUND WATER MAINS AN D SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART N OF CHAPTER 62- 610,FA.C. B NEW OR R EL O CA T ED UN DER G RO U N D WAT E R MAIN S S HA LL BE LAID T 0 PROVIDE E A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. (C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTS /DE OF ANY EXISTING OR PROPOSED GRAVITY -OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPING CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62 -610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYP SANITARY ESA /T SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN /S LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. (D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL bISTNCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECT /ON 381.0065(2), F.S, AND RULE 64E- 6.002, F.A.C. (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MA /NS, AND RECLAIMED WATER PIPELINES. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY -OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTS /DE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EX /STING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (C) AT THE UTILITY CROSSING DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART /// OF CHAPTER 62 -610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY -OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART 111 OF CHAPTER 62 -610, F.A.C. (3) SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES. (A) NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY SEWER MANHOLE (B) EFFECTIVE AUGUST 28, 2003, WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE. WHERE IT IS NOT TECHN /CALLY FEASIBLE OR ECONOMICALLY SENSIBLE TO COMPLY WITH THIS REQUIREMENT (I.E., WHERE THERE IS A CONFLICT IN THE ROUTING OF A WATER MAIN AND A STORM SEWER AND WHERE ALTERNATIVE ROUTING OF THE )WATER MAIN OR THE STORM SEWER IS NOT THE TECHNICALLY �.E IS NOT ECONOMICALLY CONSTREUCTION OF CONFLICT MANHOLES), BUT SUPPLIES OF WAT�R OR PERSONS PROPOSING TO CONSTRUCT CONFLICT MANHOLES MUST FIRST OBTAIN A SPECIFIC PERMIT FROM THE DEPARTMENT IN ACCORDANCE WITH PART V OF THIS CHAPTER AND MUST PROVIDE IN THE PRELIMINARY DESIGN REPORT OR DRAWINGS, SPECIFICATIONS, AND DESIGN DATA ACCOMPANYING THEIR PERMIT APPLICATION THE FOLLOWING INFORMATION: (1) TECHNICAL OR ECONOMIC JUSTIFICATION FOR EACH CONFLICT MANHOLE. (2) A STATEMENT IDENTIFYING THE PARTY RESPONSIBLE FOR MAINTAINING EACH CONFLICT MANHOLE. (3) ASSURANCE OF COMPLIANCE WITH THE DESIGN AND CONSTRUCTION REQUIREMENTS IN SUB - SUBPARAGRAPHS A. THROUGH D. BELOW. (A) EACH WATER MAIN PASSING THROUGH A CONFLICT MANHOLE SHALL HAVE A FLEXIBLE, WATERTIGHT JOINT ON EACH SIDE OF THE MANHOLE TO ACCOMMODATE DIFFERENTIAL SETTING BETWEEN THE MAIN AND THE MANHOLE. BE WITHIN INSTALLED /N AHWATERTIGHT CASING PIPE THE HAVNG HIGH IMPACT PASSING STRENGTH (I.E., HAVNGLAN SHALL STRENGTH I.E., HAVING AN IMPACT STRENGTH AT LEAST EQUAL TO THAT OF 0.25 - INCH -THICK DUCTILE IRON PIP ). (C) EACH CONFLICT MANHOLE SHALL HAVE AN ACCESS OPENING, AND SHALL BE SIZED, TO ALLOW FOR EASY CLEANING OF THE MANHOLE. (D) GRATINGS SHALL BE INSTALLED AT ALL STORM SEWER INLETS UPSTREAM OF EACH CONFLICT MANHOLE TO PREVENT LARGE OBJECTS FROM ENTERING THE MANHOLE. (4) SEPARATION BETWEEN FIRE HY0R4NT DRAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES AND ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART /// OF CHAPTER 62 -610, FA,C. AT LEAST THREE FEET AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED VACUUM -TYPE SANl1ARY SEWER, AT LEAST N FEET, AND PREFERABLY TEN FEET, FROM ANY EX /STING OR PROPOSED GRAVITY OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MANN, OR PIPELINE CONVEWNG RECLAIMED WATER NOT REGULATED UNDER PART N OF CHAPTER 62 -610, FA.C. AND AT LEAST TEN FEET FROM ANY EXISTING OR PROPOSED ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM' AS DEFINED /N SECTION 381.0065(2), F.S. AND RULE 64E - 6.002, F.A.C. (5) EXCEPTIONS, WHERE IT IS NOT TECHNICALLY FEASIBLE OR ECONOMICALLY SENSIBLE TO COMPLY WITH THE REQUIREMENTS IN SUBSECTION (1) OR (2) ABOVE, THE DEPARTMENT SHALL ALLOW EXCEPTIONS TO THESE REQUIREMENTS /F SUPPLIES OF WATER OR CONSTRUCTION PERMIT APPLICANTS PROVIDE TECHNICAL OR ECONOMIC JUSTIFICATION FOR EACH EXCEPTION AND PROVIDE ALTERNATIVE CONSTRUCT /ON FEATURES THAT AFFORD A SIMILAR LEVEL OF RELIABILITY AND PUBLIC HEALTH PROTECTION. ACCEPTABLE ALERA14TIVE CONSTRUCTION FEATURES, INCLUDING THE FOLLOWING. NWHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE M ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE WATER MAIN ARE BEING LOCATED LE55 THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN THE OTHER PIPELINE. (1) USE OF PRESSURE -RATED PIPE CONFORMING TO THE AMERICAN WATER WORKS ASSOCIATION STANDARDS INCORPORATED INTO RULE 62- 555.330, F.A.C., FOR THE OTHER PIPELINE /F IT IS A GRAVITY -OR, VACUUM - TYPE PIPELINE. (2) US EOF WELDED, FUSED, OR OTHERWISE RESTRAINED JOINTS FOR EITHER THE WATER MAIN OR THE OTHER (3) USE OF WATERTIGHT CASING PIPE OR CONCRETE ENCASEMENT AT LEAST FOUR INCHES THICK FOR EITHER THE WATER MAIN OR THE OTHER PIPELINE. (B) WHERE N UNDERGROUND WATER MAIN IS BEING LAND LESS THAN THREE FEET HORIZONTALLY FROM ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND IS BEING LAID LESS THAN THE REQUIRED MINIMUM VERTICAL DISTANCE FROM THE OTHER PIPELINE. �UUAL TO OF mAr F 0 5ASNC PIPE HAVING HIGH IRONPPIPE)SORECONCk'Ek NVCASEM AN APT LEAST AT THICK FOR THE WATER MA /N, AND (2)) USE OF PIPE, OR CASING PIPE, HAVING HIGH IMPACT STRENGTH I.E., HAVING N IMPACT STRENGTH AT LEAST EQUAL TO THAT OF 0.25- INCH -THICK DUCTILE IRON PIPE) OR CONCRETE ENCASEMENT AT LEAST FOUR INCHES THICK FOR THE OTHER PIPELINE /F IT IS NEW AND IS CONVEYING WASTEWATER OR RECLAIMED WATER. GRADING AND DRAINAGE NOTES 1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE OWNERS ENGINEER, OR OWNERS SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATE R lNC SHALL BE USED AS R EQ UIR E D. 3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C -76) UNLESS OTHERWISE NOTED ON PLANS. 4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C -900, CLASS 150 STANDARDS, UNLESS OTHERWISE NOTED. 5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR HS -20 LOADINGS. 6. THE CONTRACTOR IS TO SOD THE RETENTION /DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 7 MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY 8. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT ELEVATION(S) OF THE STORM P/PES(S). STORM PIPE SHALL BE SAW -CUT EVEN WITH THE STRUCTURE WALL(S). GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. PAYING, GRADING a DRAINAGE TESTING AND INSPECTION REQUIREMENTS 1, THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNERS SOILS ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. J. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO THE OWNERS ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. CONTRACTOR'S RESPONSIBILITY NOTE IT /S THE CONTRACTORS RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S) AND SITE /MMEDM I ELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST CLASS CONDITION (SURFACES THAT ARE UNBROKEN, NON- CRACKED, NON- RUSTING, WITHOUT CHIPS WITHOUT P S LINTERS, OF TEXTURE MATCHING ITS SURROUNDING, WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR INTENDED TO OPERATE) WHICH WILL REMAIN /N THEIR PRESENT CONDITION AT THE CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE STANDARDS /N QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA BUILD /NG() S AND SIT R R E E ( EGA DLESS OF WHETHER AN AREA /S SPECIFICALLY lD NTlFIED W /THIN THE DRAW /NGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS BEEN DESCRIBED /N THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS. CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILD/NG(S) UTILITIES AND SIT E OUG THR H OUT THE PROJECT TIME FRAME. SHOULD, DURING THE COURSE OF THE WORK, ANY AREA OF THE BUILDINGS) AND /OR UTILITIES AND /OR THE BU/LD/NG(S) AND /OR UTILITIES AND /OR THE SITE BECOME DAMAGED AND THAT AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND /OR REPLACE THE DAMAGED AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER. WATER SUPPLY SANITARY SEWER STORM SEWER NATURAL AND LP GAS LINES ELECTRICAL POWER RECLAIMED WATER SUPPLY IRRIGATION LINES T.V. CABLES FIBER OPTIC CABLES TELEPHONE CABLES FIRE ALARM SYSTEM CABLES SECURITY WIRING CONTROL WIRING SITE UNDERGROUND MECHANICAL SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, SYSTEMS INCLUDING INSULATION IT WILL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVAT /ON ONLY UNLESS OTHER MEANS ARE APPROV ED BY ARCHITECT AND OWNER BEFORE BEG INNING THE WORK. THE CONTRACTOR SHALL REPLACE OR REPA /R, PER SPECIFICATIONS, ANY AND ALL DAMAGED UNDER R N G OU D SERVICES AS LISTED ABOVE AT ND ADDITIONAL COST TO THE OWNER. 1. TRENCH EXCAVATION - INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS NOW A PART OF LAWS OF FLORIDA CHAPTER 90 -96. - THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS LAW. - A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE. - A TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND APPROVED BY THE ENGINEER. 2. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC. MUST BE /N PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR A THE USE OF ELECTRONICALLY STORED DATA /S INTENDED FOR INFORMATIONAL PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION. PAYING NOTES 1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR /S TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNERS ENGINEER FOR APPROVAL. 2. THE CONTRACTOR /S TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT 1N ACCORDANCE TO FDOT STANDARD SPECIFICATIONS 971 -12. PARKING STALL STRIPING TO BE 4" WIDE PAINTED WHITE STRIPES. 4. THE CONTRACTOR /S TO INSTALL EXTRA BASE MATERIAL WHEN THE D /STANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL /S LESS THAN TWELVE (12) INCHES. 5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS. " 6. PAVEMENT /N THE PROPERTY SHALL CONSIST OF 1 -1/2" ASPHALT, TYPE S -3, ON 6" LIMEROCK BASE COMPACTED TO 989 OF MAXIMUM DENSITY, ON SUB -BASE COMPACTED TO 989 OF MAXIMUM DENSITY PER AASHTO T -180. Z PAVEMENT /N R. 0, W. SHALL CONSIST OF 2" ASPHALT, TYPE S -1 ON 8" L/MEROCK BASE COMPACTED TO 989 OF MAXIMUM DENSITY, ON 10 -1/2' SUB -BASE STABILIZED TO 40 LBR AND COMPACTED TO 989. OF MAX /MUM DENSITY PER AASHTO T -180. NOTE TO CONTRACTOR THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW- INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS & PIPES WITH TOP & BOTTOM ELEVATIONS, INVERTS & DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF ALL UTILITIES INCLUDING THE SANITARY SEWER AND WATER PIPING. THE CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIENT ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING JURISDICTION. GENERAL CONSTRUCTION NOTES 1. ALL THE WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL AMERICAN VERTICAL DATUM 1988, 3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR WILL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNERS ENGINEER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING 'SUNSHINE" AT 1- 800- 432 -4770 MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED /N THE "SUNSHINE" PROGRAM, 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. SPECIAL PRECAUTIONS MAY BE REQUIRED /N THE VICINITY OF POWER LINES AND OTHER UTILITIES. 7. ALL UNDERGROUND UTILITIES MUST BE /N PLACE AND TESTED AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTORS EXPENSE. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNERS ENGINEER. 10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTORS NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR S EXPENSE. 11. BACKF /LL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 5" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE COMPACTED TO 1009 MAXIMUM DENSITY AS DETERMINED BY AASHTO T -99. 12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED. l3. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION /S TO BE ALLOWED. 14. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR, AT HIS EXPENSE, UNTIL THE SYSTEM /S ACCEPTED FOR MAINTENANCE, BY THE REGULATORY AGENCY AND ENGINEER OF RECORD. 15. THE SOILS ENGINEER /S TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS, REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED. 16. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE. I Z THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR /S SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION SITE SAFETY. 18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. 19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO Revisions: No. Date Descri tion CENTER OF STRUCTURES OR FITTINGS. PIPE MEASUREMENTS FOR MITERED END SECTIONS ARE TO END OF PIPE. 20. EXISTING PAVEMENT SHALL BE SAW -CUT WHERE NEW PAVEMENT IS TO BE ADDED OR EXISTING PAVEMENT . TO BE ELIMINATED. 21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER METERS, ETC,, SHALL BE INCLUDED /N THE CONTRACTOR'S BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED, 22. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES) THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY, SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS, 0 SECTION 125 -8.3, LATEST EDITION. 23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S 0 (OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C. F, R., S 1925.650, SUBPART P, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (OLES). 24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC., TO 5' OUTSIDE OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT ELEVATIONS OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REQUIREMENTS, 25, ALL WORK SHALL BE PERFORMED AND FINISHED /N A WORKMANLIKE MANNER TO COMPLETE SATISFACTION OF THE ARCHITECT /ENGINEER /N ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES 26, DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINES In o 9 MAY BE CAUSE FOR THE WORK TD BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER. &W` --:v A 27 SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTALS) AND 0 Vt C4 PERMITTING. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER. Q A 9' 4. 0 �Z •o 1 m 0 00 F �V ,,p V V CC m 4... W W 0 P4 3 • N IL vZ Is Z a( W I cc a ao t4 F pF �0 case • NO J N1 Z 10 a ,qa • _ .... 14 Z NW W tN w • a 0 1 g ' W I ww Z W bm • V 3 o Z aM Z0 4 d Ca 10 cc Z 1J O a 02 cC =H N 03 id V► d OW O E B #5936 ,j a M N ES Comm.: 0821 1 Drawn By: N.E.A. Checked By: H.G. Issue Date: 06/19/08 Revisions: No. Date Descri tion 0 0 0 0 0 L�J I- a c) IIIIIIIIIIIIIIIIIIIIII L IM cj W a U) V5 mi IIIIIIIIIIIIIIIIIIIIII Z` ICJ . - THIS DRAWING IS AN INSTRUMENT OF SERVIQE�AkD sHA� &AL R TN+ THE. PROPERTY OF THE ENGINEER, AND SHALL NOT BE REPRODUCVD FQL15WE -D•OR 11SE ,JAN At)Y WAY WITHOUT THE CONSENT OF THE ENGINEER. 0 �_ �CEPYFIG .1 8 .WOT PUBLISHED • �, N, UG 1 2008 kv_�;: No.4743 : * k: _ . RAM A. GO L,� :I , �TL 1 �- COPIES OF THESE PLANS- ARE,NOT VAL��,QQ CE $ EMBOSSED WITH THE •SIGNING ENGINkBI , �% , 1. . I 1 L- ! , , . "1CIf1 pq aLn M zz M Q Jo 0114 m 2 Q ;m o mLL 1 ., AO W ~ I- 0=4 LL- 1 Q 1.4 =) �: OO W L J NV �uo2 { � r S 01, 1041 W s,LT —01- w - n,l ELEV. LOT 1 STUDEBAKER'S (PLAT BOOK 92, PAGE 38) �' WOOL) FENCE 6' CHAIN ,.(PJK FENCE-- / Lr 233.86' PP. , Zt 10f I � I Y >P (5, x27" I -- rr. OUMPSTER 41 I 00 �I ?uA-b -10 "CAF. 20 "; 37 "; a3" 20 ",37 ",43 ",45" OAK 45" QUAD _% )' I dl� -GONG. FLUME j P 7 ;rT LP ' LP ri'I c:�mi ("U { YP.; Zl IY -- —' -- O N 08'41 2 W i t \ -___ -_ ; 17.36 O I _ 1 Ck II. LI L\. = 4`� 2 [ I I I I<. IIJV EL.t_V. - 4637 q��` } I �> - - -= 1"00 �' NOT PLATTED CN I lie.TAUJINC �J= - - - -= _. _ I� ( WALL t �_ - - -1 L f I z ti � ', Imo, ,_ __u •r< - - -,�: 5 < - -__. -- -- ') r I CV -- -1 1 L �A _.. -(, 1.1,11. - � . 1— �_ 1 —_ -T (> r 103 [w FL J' NOTE: SILT FENCES AND EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO CONSTRUCTION AND BE MAINTAINED THROUGH THE PROJECT. "I ACKNOWLEDGE THE PLACEMENT & LOCA TO CONTROL TURBIDITY & EROSION FOR Ti AVAILABLE TO SITE CONTRACTOR" 1 -� S .0'11;.0,310411 — .. .. - 'i c, r•'- r MASONRY , ... l I I ti I ' ~`_l. _.� /-J.. � i � :. 120.31' I , FL_00R ELEV. = 53.10 7"1 REIAININ Q01 '&ALL l` `.. -- ---- _ ----- I (R AN SFi; RM ER ASPHAt DR!',JE �. 1 r � -_ - _ _ -_ - -- _ -- - -- - o �..� . -- �.y -(;IiAf[ INLET L � GRATE ELE. J. •= 51.3G V LP � � v�� u' HIGH MASONRY WALL 1 I J.. IIVV ELEV. = 48.80 / s - wacw DE 4w^I�' r3Fr� i;oriC. f'0UL - I PAVERS POOL DECK,- - - - - -- - cZ , ^(1V. .CRA1L. INLET % 1 - - -- ' — - - - -- �J� — - - - -I t'UNC I[ / I. 1 ,I N O lee if INLI T i IRA ri. ELE 50.96 —r - - --- iUV CGNC: IIALLJ _ — L -- .— - —_ - - - - -- -- - u -- f I,JV. ELEV. = 47.61 - L- - -- qj 1 II WA rER - —7 -- — � r-7 POpi. EQUIPI,IEN I - % '...: --- z_ - - -- (\J L :XI PUP.rP 7� `J1. & rtiF rE:Rj 2 .`.�/=\' \RY PAT' VHGLE: N 30, I:IM c I.f -. \' 43.. -58 �;�a, �) IN f� i_lL`\ %.,: 412.2_<'_ a -�1GR - �, "1.1`N)tlF, IL -- - - -- - - - -- -- C> I '- -_' -' {_- I 4. C - 'Y' 1-10 - L - - — CL C-) r " f ii - _ 5-3.11 Z W Q - - - FLOOR - (LJ dll`Ji, OK ELI_ \ %. — fl-- 1 I I (13� —� Q 1 J �- !� f[!- l P1 L = 4rj. .... - . - -- -- II r'';,. i [ L - 1J.� +:3I Iii— �.�:.= ..a....,�...., O �} itSC`)1II,r;1 FLE:''. - 10. !.I f t; _— ..v__�-- - - - - -- Hq ALP ( 1- - - - -- ( ♦ ` I \ H ' - _- FIRE CON,JE( T, "I'� �>v J ',t hrtANl -JUI_f � . ``f ♦ \" ``> \ � � .._� ' _ _ � _ � ; 00 !'J a A. ~ .. - �I + tp �•` PAVERS \ = I CN `•� ` S's T \ �1 ASPi7 ' L'F PA <KINC co ti � ,� ' ��,, ��•• '� = -= cr�ATE INLET II ,\` ` `� ♦ GRATE i-.L.kv- -= _y1.��41 Z I P•J \/. E 1. f \/ _ 47.45 o� �a ►gym ®�ru er �m �. �� J - - - - -- ,„".. GRATE- INLET t `st� \ ilv�i. Ei_C'/ - 48-,1 ASPFi1 LI PAkKING 111 1 L \ - SANG 1N V EL V. + ;'. ' J 1� / a' (GI+1C. Cilkd W / UNCiER1RAIN i IE D / / + I, t l i °Jt'i� L L I :IP i r_i ! -.';. _ �i , . / ./ .. •�: t �� t�� ' �\ ANI ,:1 -,/t,i N. Ol 03'04" E mu� Via, CO . � MW ► _ _> __ � A 250 OOr :... .. _(... '- 1;- ?t<1C.- C'CJr*'Ei - - - - -- -- ------- - - - -�o �s--io �r'niii'ii �I -7 Ot.l�iFAL.i._ CiJr`J1ROL Sir, °uC' uI:E EF�;ItE: ROAD SF'H. Fvr,.�T.� TOP ELEV. -:: 50.47 \ GHuP CURB 0.7' 'eti'IDE SLOT ELEV. 49.62' ------------------- - - - - -- -- ----- -----.___-------------•------------------------------------- _ - - - - -- �- ?' CONC. CURET INV ELEV. E. =_ 46 .9I - ------ _ --_ -- ,;' INV. ELEV. S. = 4'1.97 C01,... SLAB ELEV. == 47.9L) \ j CURE3 INLET TOP ELEV. _ X1.85 1HROA.T ELEV. BCITTOM ELE`!. = 48.4± 1 :.......o' N 01 . ....., U._r ., E - — -- U. S. HIGHWA Y NO. 19 L (R /W WIDTH 'v'ARIES) '- CONC. CURB 1C L 8" 3" `0" 7F L EASURES THIS PLAN REQUIRES HIS PLAN SHALL BE MADE p' DA TE: O GHOVAEE) NOTE.• SILT FENCE SHALL NOT BE TRENCHED IN WHERE ADJACENT TO TREES DESIGNATED TO REMAIN. THE SILT FENCE MUST BE SECURED THROUGH THE PLACEMENT OF FILL OVER THE LOWER LIP OF THE THE LOWER LIP OF THE BARRICADE. I - 6' MAX. —� f 15" ' 1 to 3' 1811 MIN. IIII ,IIIG 12" + POST OPTIONS: 2'x4" OR 2.5 DIAM. WOOD; 1..JJLBS. /FT, MIN. STEEL FILTER FABRIC IN CONFORMANCE WITH SEC. 985 F. D.O. T, SPECS OR EQUAL EXIST. GROUND PRINCIPAL POST E �NAL � f POSITION, CANTED POSITION m v 20' TOWARD FLOW "— FILTER FABRIC SILT FLOW EXIST. GROUND SILT BARRIER DETAIL N.T.S. SYMBOL LEGEND G 101, DENOTES AN OAK TREE - _50E II \101CATE19 DENOTES .A PALM TREE- - Sl,%'E INDICATf..'O A TREE (ABET_ ED "TWIN" IS 2 T RUNA S HIGH FROM 1 MA;N TRUNK; "TRIPLE" IS :3 TRUNKS CHEST HIGH FROM 1 MAIN TRUNK, "QUAD" 6 4 TRUNKS CHEST HIGH FROM MAIN TRUNK w. SCALE: 1 " =20' 20 0 10 20 40 M1 V M.O V �V 1%Z .. � v Z x0 W t4 10 M Z 1%W W p d O I �\ W �V ' W V N o #o Z 0m Q � Q d �a =O Z WW � = W F� ~ M at Id 04 E B #5936 v o w NES Comm.: 0821 Drawn By: N.E.A. Checked By: H.G. Issue Date: 06/19108 DEMOLITION NOTES DEMOL /T /ON OF THE SITE INCLUDES THE REMOVAL /RELOCATION OF LEGEND ALL EX /STING STRUCTURES W /TH /N REMOVE: PROJECT AREA, PAVING AND BASE, UTILITY LINES (SANITARY SEWER, STORM PIPES, WATER ASPH. do BASE LINES, POWER POLES, OVERHEAD g AND UNDERGROUND POWER AND X17- TELEPHONE CABLES, GAS LINES, TREES, SHRUBS, ETC.) AND IS NOT LIMITED TO WHAT'S SHOWN. U 1❑ REMOVE EXISTING ASPHALT & BASE 2❑ REMOVE EX /STING CURB 3D REMOVE /RELOCATE EX /STING LIGHT POLE x REMOVE /RELOCATE EX /STING TREES 4 ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN, AND POLE BASE SHALL BE FILLED WITH APPROVED SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO 95% OF MAX DENSITY. �1T21F'LE 14" -v v *1-1"+14" 5 OFF -SITE DISPOSAL OF STRUCTURES, UTILITIES AND CONSTRUCT /ON DEBRIS SHALL OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND PINELLAS COUNTY. SYMBOL LEGEND G 101, DENOTES AN OAK TREE - _50E II \101CATE19 DENOTES .A PALM TREE- - Sl,%'E INDICATf..'O A TREE (ABET_ ED "TWIN" IS 2 T RUNA S HIGH FROM 1 MA;N TRUNK; "TRIPLE" IS :3 TRUNKS CHEST HIGH FROM 1 MAIN TRUNK, "QUAD" 6 4 TRUNKS CHEST HIGH FROM MAIN TRUNK w. SCALE: 1 " =20' 20 0 10 20 40 M1 V M.O V �V 1%Z .. � v Z x0 W t4 10 M Z 1%W W p d O I �\ W �V ' W V N o #o Z 0m Q � Q d �a =O Z WW � = W F� ~ M at Id 04 E B #5936 v o w NES Comm.: 0821 Drawn By: N.E.A. Checked By: H.G. Issue Date: 06/19108 Revisions: No. Date Description J a W O (i O W THIS DRAWING IS AN INSTRUMENT OF SEFAqcg �N� yALL YPI E EROPERTY OF THE ENGINEER AND SHALL NOT BE REPRODQ iDV'IJBCIS• SED 1N' WAY WITHOUT THE CONSENT OF THE ENGINEER. / �.' \ �b 2008 &OT PUBLISHED No 4743 G a 4 2008 RAM A. GOEL, Ph.D , P.E. #47431. COPIES OF THESE PLANS AREIQT} EMBOSSED WITH THE SIGNING.E�VdI�fJ�EF.R1l6S�fSL \� `s ;�o 00 pq Ln a M z M m O m LL O Lu F- u Q J 04 3� Oo� � J NV II l�I�o� PROJECT R A.r ,EA, LOT 1 STUDEBAKER'S (PLAT BOOK 92, PAGE 38) . Rp 41• 6' WOOD FENCE Lp 233.86' _'15 a) EX DUMP37EF hP Ua (0 0') (0 ASPHAL7 0R,'VL- 00 LP . 55,96 16 " 0 A K 20 ",37 ",43' ",45° ?37",4,45` OAK " /43" �20"/3745" QUAD 0 '0 qj vF FO S. 35 hhyo X IECT AREA NEW H.C. A 94PXP u `41 21 W .. ul 0 N 0& 0 L z 06 17-36' gy NEW 4 C) CONIC. 'WA K u C. 17NEW 6 PVC (SAN.) X_ Ope" �j A '41PV 'I, INLET 0 Ix A N. GRAIE EL EV. - 4N' 2 HC ELEV. 48.77 NOT PLATTED lroollk, C.O. 0 L 'I 12" _3 0) (4) Do -c:0NC' RETAINING SIDEWALK - z III L C, ni, Q -__l TL_ (4 .,r z C '4 4- w z' -"___--GUAkDRAIL 03 U) x 5, 0 Z EXIS-111,40 §,--@'V"0,3'04" W 1 0, 3 1 ,ti 0 STORY MASONRY ZZ 5 �2 BUILDING "\NDDITION LP L FLOOR F EV. 53.10 ,e, RE fAIi,JIN(j7 .00 WALL -Z7 _TRANSFORMER ASPHALT [)Ri,E EA 2) - -GRAZE INLET Lod 4 GRATE ELEV. 51.30 LP 6' HIGH MASONRY WALL INV ELEV. _ 48.80 /` Pq MCIE [W-1 8FP 51 CONIC. POOL \-BRICK PAvERS Q1 I ------- POOL DECK J GRATE INLET COV. :LL, Z j 51.0 CONC. 50.96 00 0 GRAIE NO I 0 GRATE ELE COV CONC.- HALL - 0 INV ELEV. 47.61 .4-0 -.4.34 1 WA TER < (D POOL EQUIPMIf 0 EXIST. (PUMP & HE-km K-: 14-- F, 00 I T A R Y _A_ C-) 30' R F LF. V. 49.38 Ll �IHOL.E tI cl EXISTING INV E-M-," 42.2 9 2 4--5TORY MASONRY HOTEL lw_x. "s" LLJ q, LOWEST LIVING FLOOR ELEV. 53.1 'VV zll 1*[ 11 0 Z) Ss CIL I. (IRID' 11',ILE I Ac < _j CIP --L.EV. 48.70 V 48.70 F FC-.,,T ELEV. - Ll/.98 - - - - - - 0 BOTIDIvi L'LEV. = 40.7---f-I - - - - - - - - - - - - T z Hj V 48 _j 03 LP Fic tic FIRE CONNECTOR SANITARY NIANHOLE @3 `I ♦ ,\ ~ Rlfvl FLEV. = 47,71 BRICK 00 PAVERS UN (�� 1 ASPHiLT PARKING 114- - - - 717- Z3) LP -IV. 41.23 I N V. L� I. D C. V, A. 00 GRATE INLET z 'J GRATE ELEV_ t)1,54 49.29 INS /'. E L,� V. I I ;i8" E.R C.P. 1 M9' E L E V, 47.45 E R.C.P. v� GRATE INLET GRATE E E V. 511.06 'A ro 11, ELE 4 '.3 ASPH, LT PA KING �17.41J [\/I. E. S. '()NC CL) GRAVEL SAND C R LIN 4 7.. 7 .& ELEV. UNDERDRAIN FIELD IN I F ry t' cp ELEV 4- 7*1 INL' III IGLE Rit-A .0 UP FI EV. = 47.68 -.Z i [LEV = 4113.7"i IF R 11 {6i� - ____ ' n� - - -- - ° t �; t s� `' e;'' \ L? y° SANI I_AV'-,�,AHOLE 0 I J\J T-LEV. 4,317 X RIM F 70 rent" .760 N'01'03"o < 8" SAN. 5b .IL OWI no -CrJ rl Er - - - - - - - - - - - - - - J14- 417 - - - - - - - - - - - - EX. 8 vat WA SEERVICE ROAD (ASPH. PVMT.) 0U-(FALL CONTROL_ STRUCTURE -DROP CURB TOP ELEV. = 50.47 SKIMMER ELEV. 50.47 4", 2' CONC. CURB INV. ELEV. 46.97 INV. ELEV. S. 44.47 0.7' WIDE SLOT ELEV. = 49.62 CONC. SLAB ELEV. = 47.90 CURB 3 INLET 21' CONC. CuRB 'IOP ELEV. = 5-1.85 THROAT ELEV'. = 51.1-7 130TTOM ELEV. = 48.4'± U.S. HIGHWA Y NO. 19 (R/W WIDTH VARIES) cv o U V V O� O� ME OEM T '3. V /V. 2.- G 0 H w__ 75 471��- -0 1---1 w-----. MENEM S.P. 'c. 0. L•_J i - OF 5' PRO.00111D. A CCESSOR Y ■ �{, - 'VVI 5.45 11 092 S. F FIN. FL, 55.5 0 0 54. 5 ■ 54.45+ 1 5 � -- I I L ---- _j _4`_K)�� W��O ■ .2 (ME) ■ 53.95 (ME) AA p SCALE / /Olf 6111 y 9" OUAD sf 01. I \q- -(I WM 53.21 sj 'll I� �5 1'lj� loll 9"/15"/24,, "/ " 0 /15 24 (TriIPLE ��) IN, 14 0 14" hS 1) . 1p v3 Su O 0 SYMBOL LEGEND 0 /0" DENOTES AN GW,,' TREE - _5111E INDICATED '0 DENOTES A PALIV! TREE - SIZE INDICATED A TREE LABELED "TWIN" IS 2 7/-_,I CHEST HIGH FROM I MA/hl TRUNK '"T RLPLE " IS 3 TRUNKS CHEST HIGH FROM I IWAIN TRUNK, "QUAD" IS 4 TRUNKS CHEST HIGH FROM I MAIN TRUNK SCALE: 1" --20' 20 0 10 20 40 /\. r"ll % 00 o3WC 94;3 Z a9 W6 Z MM� 1i 0 fA z cd z 0 • Z uk z z OM 4 0:4 MI IL 92 ct =0 91 %pj ZNJ A& ha sm m m. • 03 EB #5936 0 NES Comm.: Drawn By: N.E.A. F Checked By: H.G. Is-sue Date: 06/19108 ] Revisions: No. Date Description S O _'IiLi6 6' CHAIN LINK FENCE--' 0 1 4:?' W m Rik 72 G.V 4y -QFiw 71 . )H w __ - -1: p 3P L_ L_ L_ I- L EX. HE I- P 1, .,g y'? - L J'[PROP-LACCESSORY-1-1 J f P )71, El GHATS il41-E-1 GRATE ELEV. 49.98 INV ELEV. - 48,56 LL.LI-L L L_ L_ I_ L I L. L.- L L_ 1: 11. I_ L o- p 4 18 A - - F NEW 2' PVC- DR �- 14 Tt0 NEW 4' CONIC WALK (36 MIN. OVER); Tj NEW H.C. NEW & H.C. RAMP 6'X2' RED. - 2' -1, CONC. I'LLINIE RAMP CONC. WALK CHLORINE INJ;- POINT 11 &BF, 'j- - G.V. T W -F 6, T LO 7EE PP 6' WOOD FENCE Lp 233.86' _'15 a) EX DUMP37EF hP Ua (0 0') (0 ASPHAL7 0R,'VL- 00 LP . 55,96 16 " 0 A K 20 ",37 ",43' ",45° ?37",4,45` OAK " /43" �20"/3745" QUAD 0 '0 qj vF FO S. 35 hhyo X IECT AREA NEW H.C. A 94PXP u `41 21 W .. ul 0 N 0& 0 L z 06 17-36' gy NEW 4 C) CONIC. 'WA K u C. 17NEW 6 PVC (SAN.) X_ Ope" �j A '41PV 'I, INLET 0 Ix A N. GRAIE EL EV. - 4N' 2 HC ELEV. 48.77 NOT PLATTED lroollk, C.O. 0 L 'I 12" _3 0) (4) Do -c:0NC' RETAINING SIDEWALK - z III L C, ni, Q -__l TL_ (4 .,r z C '4 4- w z' -"___--GUAkDRAIL 03 U) x 5, 0 Z EXIS-111,40 §,--@'V"0,3'04" W 1 0, 3 1 ,ti 0 STORY MASONRY ZZ 5 �2 BUILDING "\NDDITION LP L FLOOR F EV. 53.10 ,e, RE fAIi,JIN(j7 .00 WALL -Z7 _TRANSFORMER ASPHALT [)Ri,E EA 2) - -GRAZE INLET Lod 4 GRATE ELEV. 51.30 LP 6' HIGH MASONRY WALL INV ELEV. _ 48.80 /` Pq MCIE [W-1 8FP 51 CONIC. POOL \-BRICK PAvERS Q1 I ------- POOL DECK J GRATE INLET COV. :LL, Z j 51.0 CONC. 50.96 00 0 GRAIE NO I 0 GRATE ELE COV CONC.- HALL - 0 INV ELEV. 47.61 .4-0 -.4.34 1 WA TER < (D POOL EQUIPMIf 0 EXIST. (PUMP & HE-km K-: 14-- F, 00 I T A R Y _A_ C-) 30' R F LF. V. 49.38 Ll �IHOL.E tI cl EXISTING INV E-M-," 42.2 9 2 4--5TORY MASONRY HOTEL lw_x. "s" LLJ q, LOWEST LIVING FLOOR ELEV. 53.1 'VV zll 1*[ 11 0 Z) Ss CIL I. (IRID' 11',ILE I Ac < _j CIP --L.EV. 48.70 V 48.70 F FC-.,,T ELEV. - Ll/.98 - - - - - - 0 BOTIDIvi L'LEV. = 40.7---f-I - - - - - - - - - - - - T z Hj V 48 _j 03 LP Fic tic FIRE CONNECTOR SANITARY NIANHOLE @3 `I ♦ ,\ ~ Rlfvl FLEV. = 47,71 BRICK 00 PAVERS UN (�� 1 ASPHiLT PARKING 114- - - - 717- Z3) LP -IV. 41.23 I N V. L� I. D C. V, A. 00 GRATE INLET z 'J GRATE ELEV_ t)1,54 49.29 INS /'. E L,� V. I I ;i8" E.R C.P. 1 M9' E L E V, 47.45 E R.C.P. v� GRATE INLET GRATE E E V. 511.06 'A ro 11, ELE 4 '.3 ASPH, LT PA KING �17.41J [\/I. E. S. '()NC CL) GRAVEL SAND C R LIN 4 7.. 7 .& ELEV. UNDERDRAIN FIELD IN I F ry t' cp ELEV 4- 7*1 INL' III IGLE Rit-A .0 UP FI EV. = 47.68 -.Z i [LEV = 4113.7"i IF R 11 {6i� - ____ ' n� - - -- - ° t �; t s� `' e;'' \ L? y° SANI I_AV'-,�,AHOLE 0 I J\J T-LEV. 4,317 X RIM F 70 rent" .760 N'01'03"o < 8" SAN. 5b .IL OWI no -CrJ rl Er - - - - - - - - - - - - - - J14- 417 - - - - - - - - - - - - EX. 8 vat WA SEERVICE ROAD (ASPH. PVMT.) 0U-(FALL CONTROL_ STRUCTURE -DROP CURB TOP ELEV. = 50.47 SKIMMER ELEV. 50.47 4", 2' CONC. CURB INV. ELEV. 46.97 INV. ELEV. S. 44.47 0.7' WIDE SLOT ELEV. = 49.62 CONC. SLAB ELEV. = 47.90 CURB 3 INLET 21' CONC. CuRB 'IOP ELEV. = 5-1.85 THROAT ELEV'. = 51.1-7 130TTOM ELEV. = 48.4'± U.S. HIGHWA Y NO. 19 (R/W WIDTH VARIES) cv o U V V O� O� ME OEM T '3. V /V. 2.- G 0 H w__ 75 471��- -0 1---1 w-----. MENEM S.P. 'c. 0. L•_J i - OF 5' PRO.00111D. A CCESSOR Y ■ �{, - 'VVI 5.45 11 092 S. F FIN. FL, 55.5 0 0 54. 5 ■ 54.45+ 1 5 � -- I I L ---- _j _4`_K)�� W��O ■ .2 (ME) ■ 53.95 (ME) AA p SCALE / /Olf 6111 y 9" OUAD sf 01. I \q- -(I WM 53.21 sj 'll I� �5 1'lj� loll 9"/15"/24,, "/ " 0 /15 24 (TriIPLE ��) IN, 14 0 14" hS 1) . 1p v3 Su O 0 SYMBOL LEGEND 0 /0" DENOTES AN GW,,' TREE - _5111E INDICATED '0 DENOTES A PALIV! TREE - SIZE INDICATED A TREE LABELED "TWIN" IS 2 7/-_,I CHEST HIGH FROM I MA/hl TRUNK '"T RLPLE " IS 3 TRUNKS CHEST HIGH FROM I IWAIN TRUNK, "QUAD" IS 4 TRUNKS CHEST HIGH FROM I MAIN TRUNK SCALE: 1" --20' 20 0 10 20 40 /\. r"ll % 00 o3WC 94;3 Z a9 W6 Z MM� 1i 0 fA z cd z 0 • Z uk z z OM 4 0:4 MI IL 92 ct =0 91 %pj ZNJ A& ha sm m m. • 03 EB #5936 0 NES Comm.: Drawn By: N.E.A. F Checked By: H.G. Is-sue Date: 06/19108 ] Revisions: No. Date Description A Z\ JAI 0 VU 0,0 THIS DRAWING IS AN INSTRUMENT OF ERVII gDfWqNAINl;HE PROPERTY OF THE ENGINEER, AND SHALL NOT BEREPRODIU , BLIS E R WISED IN!.WY WAY WITHOUT THE CONSENT OF THE ENGINEIUL (CNPYqGHT2408 NOT PUBLISHED No 47431 A S ATE 14 2008 RAM A. _60&�'Pt,.R.1 ej�-.#!47431 COPIES OF THESE PLAN§XiMd E4.GAUD UNLESS EMBOSSED WITH THE SIGNING- IN ERIS SEAL 0=4 ul 0 LL 0 LU F- LL I ccl* A CLEAN ❑UT PLUG CHARLOTTE Pipe And Foundry Compa Part No. 106 Or Equal Concrete Pad 8` Thick x 1' -6" Sq. See NOTE For Traffic Bearing Cover. A FEMALE ADAPTER CHARLOTTE Pipe And Foundry Company 'art No. 101 Or Equal Plug ...ac rrc, t_u 1.C1 ul TERMINAL CLEAN ❑UT DETAIL_ N.T.S. NOTE: Cleanout Plug Cover To Be U,S, Foundry 7623 Or Equal. TYPICAL VALVE SETTING n.t.s. Adjustalol Valve Box o �I L When Valve Occurs in Road :D U set Base on 10- Common Brick. 0 S Water Main Mech. Joint Val Restraining Joint 12' NOTES 1 Trench backfilled in 9' compacted Layers, Density taken every 300 ft. 2 Base may be replaced with Asphaltic Concrete with prior approval of City Engineer. 3 On longitudinal installation requiring resurfacing full width of pavement, finish base to match existing pavement surface and prime. Then resurface as directed by the City Engineer. Compacted Backfill j• F k k finish To Existing Surface With PC III Asphaltic Concrete r}Y..1•rl ., l sir .. kr; .i'r ,✓;i; Original Paving Original Base '� I `— £ompacted Base - Thickness of Original + 2' Minimum Thickness 8' 12' '— Undisturbed Trench Side F: PLACE CONC. SLAB /WALK 4" BELOW FLOOR ELEV. EXCEPT AT DOORS REMAIN FLUSH. EXPANSION JOINT SLOPE AT 1/4" PER FOOT 10:1 MAX. SLOPE SOD NOTES: 1. PROVIDE 5'x5'x4" THICK CONC. SLAB ® ALL EMERGENCY EXITS. 2. CONFORM TO ABOVE DETAIL FOR PLACING WALKS AT THE BLDGS. PLACEMENT OF CONCRETE SLAB AT ALL BUILDINGS N.T.S. NEW ASPHALT AND BASE PLACEMENT OF SOD AT PAVEMENT N.T.S. any J`�et �y`� y�' G 3' Transition NOTE: Wings only if oJett` /� -'(0, p F,+ Side Slop es Re uve• Remove Curb if Existing Q ��t Ve Jyr Exist Conc Drive A A Max Slope 1 1 Max Slope of Back of Curb 12' 12' Non –slip surface require– � ments, see Note 8. 1/2" Exp. Joint 1/2" Exp. Joint 6" Propert y / R.O.W. Line TYPICAL DRIVEWAY CROSS SECTION O U 4) Conc. Sidewalk B o B PLAN VIEW En 0 w U S o 0 4' Min Residential Street 1' City R/W Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut a 5' Min Arterial Street 2' County R/W or Remove entire Curb and Replace as Part of Sidewalk Ramp. M N 1- ID Modified and Valley Gutter Curbs 1 /4" per Foot join exist back of curb ~— Textured Surface 3000 psi Conc 4" Thick. Constr. 1" 1 —Max Slope �� Bock of Curb p 6" Thick at Driveways with 6x6 #10 Welded Wire Mesh. Remove to an See Note 7. �1/2" Expansion Joint even joint or sawcut SECTION A —A SECTION B —B PLACE SOD 1/2" BELOW PAVEMENT FIN. GRADE PRIOR TO SODDING POSITIVE DRAINAGE COMPACTED GROUND F NEW ASPHALT AND BASE P SEE PLAN P SEE PLAN I' PLACE SOD 1/2" BELOW PAVEMENT r— FIN. GRADE PRIOR i TO SODDING POSITIVE DRAINAGE (4:1 MAX) MEET EX. COMPACTED GROUND PLACE SOD 1/2" BELOW PAVEMENT FIN. GRADE PRIOR NEW ASPHALT TO SODDING AND BASE POSITIVE DRAINAGE (4:1 MAX) 4 MEET EX. COMPACTED GROUND GROUND TRANSITION AT THE PROPERTY LINE N.T.S. F ROOF DRAIN FIN. GROUND UTILITY (i.e. SANITARY SEWER, WATER SERVICE, FIRE LINE OR STORM DRAIN) BY SITE CONTRACTOR TO 5' FROM BLDG. UTILITY WITHIN 5' OF BLDG. BY PLUMBING CONTRACTOR. FINAL CONNECTION BY PLUMBING CONTRACTOR UNLESS OTHERWISE COORDINATED BY THE G.C. UTILITY CONNECTION AT ALL BUILDINGS N.T.S. FILL GROUND AROUND BLDG. TO 3" BELOW FIN. FLOOR ELEVATION FINISH GRADE TO & SOD 1 " BELOW MAX. SLOPE 4:1 MIN. SLOPE 2% GROUND PREPARATION AT ALL BUILDINGS N.T.S. FAIII NOTES: 1. Provide Tooled Joints At Distances Matching The Width. Also Place Expansion Joints At Driveways. 2. If Some Physical Obstruction Exists Which Prevents The Placing Of Sidewalks As Shown, Contact The Engineering Division For Alternate Location. 3. Wooden And Other Spacers Will Not Be Permitted In Sidewalks Or Driveways. 4. No Coatings Of Any Kind Will Be Permitted On Concrete Sidewalks Or Driveways Without Specific Approval Of The City Engineer. 5. All Concrete Shall Be 3000 psi Min. 0 28 Days. 6. Concrete Surface to be Light Broom Finish. 7. Concrete Driveway Construction shall be 6" thick w 6x6 /10x10 W.W.F.. B. Ramps Shall Have a Tactile Surface, Textured to a Depth Not Exceeding 1/8" by use of Tomp or roller In Conformance with Requirements of FDOT Roadway and Traffic Design Standards, Detail 304 Or Most Recent Modifications. EXIST. SURFACE SAW -CUT EXIST. EDGE OF PAVEMENT & BASE NEW SURFACE EXIST. BASE NEW BASE NEW SUBBASE PAVEMENT TRANSITION DETAIL N.T.S. N.T.S. PERNFDOTDIf�DEXE 304 MEDIUM BROOM FINISH CONC, WALK FINISH GRADE TO 1 " BELOW ° ° ° °° EDGE OF WALK 2' LEVEL 2' LEVEL SHOULDER SHOULDER SLOPEEI /4SEPERLF OT SOD ills IIII = ' � •. - '" 4 "• • :.: :" = III -III IIII -IIII= IIII�IIII N.T.S. COMPACTED FILL OR UNDISTURBED SOIL NOTE: WHEN SIDEWALK IS PROVIDE 1/4" TO BE REMOVED & /OR CONTROL JOINTS NEW SIDEWALK IS TO p 4'0.C., 5' O.C., BE ADDED, IT IS TO BE REMOVED TO THE 8' O.C., OR 12' O.C. NEAREST EXPANSION & 1/2" BITUMINOUS JOINT. EXPANSION JOINTS © 40' O.C. FOR 4' SIDEWALKS, 50' O.C. FOR 5' OR GREATER. CONCRETE WALK DETAIL N.T.S. PERNFDOTDIf�DEXE 304 M 0O � V � V Z � 7a I" X W W N_ Ck 01, in #4 Ilig O 17. Z M • Q 40,_ ^ W Z r'N W Z Q 0 z W • Z �+ J0 W od M p �0 Q M Q �Q 41 C1 %# a =O Z W " `' I Q m99 � =H 03 °d c It E B #5936 v M v NES Comm.: 0821 Drawn By: N.E.A. Checked By: H.G. J a W W J Iililllili� THIS DRAWING IS AN INSTRUMENT OF, S " CCE.AW 9ttACL• R �1r'fldE PROPERTY OF THE ENGINEER, AND SHALL NOT BE REPRODUCED, �l(�LL�I -j6)D R" WSED IIQ�ANY WAY WITHOUT THE CONSENT OF THE ENGINEER. � .' \, QCO�Y�{RIGIfiC 2008"rNOT PUBLISHED r • r �; * � * • � f 4 2008 COPIES OF THESE. PLANS RO AtID l)NLESS EMBOSSED WITH THE•'$16 'ENGINEER'S, •SEAL Ar.! W aLn 4 M M 10 Q z CU 0 m U_ O A� W � � LLQ ice a O0 NU Y V�O ll CURB o° .000°o0°°°°00 ° ° ° °° ....A 6°° 0 C000G °° 1V FLUSH CURB -� °°° . HANDICAP RAMP DETAIL cuRe N.T.S. M 0O � V � V Z � 7a I" X W W N_ Ck 01, in #4 Ilig O 17. Z M • Q 40,_ ^ W Z r'N W Z Q 0 z W • Z �+ J0 W od M p �0 Q M Q �Q 41 C1 %# a =O Z W " `' I Q m99 � =H 03 °d c It E B #5936 v M v NES Comm.: 0821 Drawn By: N.E.A. Checked By: H.G. J a W W J Iililllili� THIS DRAWING IS AN INSTRUMENT OF, S " CCE.AW 9ttACL• R �1r'fldE PROPERTY OF THE ENGINEER, AND SHALL NOT BE REPRODUCED, �l(�LL�I -j6)D R" WSED IIQ�ANY WAY WITHOUT THE CONSENT OF THE ENGINEER. � .' \, QCO�Y�{RIGIfiC 2008"rNOT PUBLISHED r • r �; * � * • � f 4 2008 COPIES OF THESE. PLANS RO AtID l)NLESS EMBOSSED WITH THE•'$16 'ENGINEER'S, •SEAL Ar.! W aLn 4 M M 10 Q z CU 0 m U_ O A� W � � LLQ ice a O0 NU Y V�O ll �z jJ hj Li \j t incj 2 Royal Poinciana /existing Viburnum hedge 10031 °03'04" 1 LJ H A I 1 1" \J LINK -INK F'ENCE---- LI 1 111' :: -"I I I "!:, 31 t 3 K KA FlJ)1%,1F_ CC IB IF existing Licju5trum tree5, xi5ting variecjatea flax lily 0 I `E3 1 exi5tinj Indian Hawthorn �1. .. F�[D existing fakahatchee grass V. 8 existing Elm tree „', ,v 'JC <: lI �.. J CD _J6' 0 �J 0 0 0; G A T E L 1_:_V k I N'I". El 1- _' 0 C, 1\1 4 LI �- CJOE) FENCE ---� 233.86' 41 7 (18 R �o H 1451 11 i )v ewsting live oak SP ;L existing Indian Hawthorn i Ii it 7, 4 SIDEWALK C) RE I A I N i N = - WALL ..... ........... 0 -4- �7, C-� . Z C% T" z/1 I. T lk . .. ... c1f Lj_ c) 00 �4=zz�l Co • X L P LJ cj XIS 1 TION 1_ �,��\ 01-_�Y IVI N R I L D I Ilil I L) FLADOR FLE"i. 53.1,L) W i R E TAIFIINC Oc WALL " C A -i-E INLEJ 4 GRA'IE ELEV - 51.30 INV. ELEV. F-'FP "WM tj )0 c -oo .0 _,R FE E'LE_ .. .......... . 1C. r-IAU I _V. 61 IN v. E L E 0 ..,00 F X. ,", TE A B I r Ar,) , ____ () - A h I - y K"I iNHOLE tJ 3FP Z_ CL • GM i"N 1F IF 8 7 C I J'A IT,IA 14 SF 0 R M E k X1,1:-:1 -1, 1 IN 1- G R. Y. I'd A S C) N F� Y Ht.) 1T_ L 1- O ` E L i v'i 1\41 (", ( 1- 0' 0 1`\) I:-- L. E. \,; - =- Q1,,`. j 1 V 00 (D co Z 0 0 ri.1, M II I IC.' 1)AK 0 N 08 °41'21" W 17.36' NOT PLATTED TREE TABULATION TABLE 17 TREES INVENTORIED 9120105 Revisions: No. Date Description A --TREEINVENTO NUMBER 3 PROTECTED TREES TO BE REMOVED 11,12.13 (91" deficit) (19) TREES PROPOSED INSTALLED (5 @ 2.5" + 14 @ X1 "SPH.' (40.5" Credit) :KING ��L sr Z\ ACCESSORY BUILDING @ 2-11211 cal ea. (17.5" deficit) 91 + 17 5 = 108.5 TOTAL INCHES REMOVED (DEFICIT INCHES) 40.5 TOTAL INCHES PROPOSED TREES INSTALLED 40.5 CREDIT - 108.5 DEFICIT = -68- (Deficit) 68- (Deficit) @ $48.00 (per inch dbh) = $3,264.00 paid to the City of Cleaf wates tree bank prior to pelmiffing 1, 092 S.F. FIN. FL. 55.5 LL13i 3 SIR LI 1 111' :: -"I I I "!:, 31 t 3 K KA FlJ)1%,1F_ CC IB IF existing Licju5trum tree5, xi5ting variecjatea flax lily 0 I `E3 1 exi5tinj Indian Hawthorn �1. .. F�[D existing fakahatchee grass V. 8 existing Elm tree „', ,v 'JC <: lI �.. J CD _J6' 0 �J 0 0 0; G A T E L 1_:_V k I N'I". El 1- _' 0 C, 1\1 4 LI �- CJOE) FENCE ---� 233.86' 41 7 (18 R �o H 1451 11 i )v ewsting live oak SP ;L existing Indian Hawthorn i Ii it 7, 4 SIDEWALK C) RE I A I N i N = - WALL ..... ........... 0 -4- �7, C-� . Z C% T" z/1 I. T lk . .. ... c1f Lj_ c) 00 �4=zz�l Co • X L P LJ cj XIS 1 TION 1_ �,��\ 01-_�Y IVI N R I L D I Ilil I L) FLADOR FLE"i. 53.1,L) W i R E TAIFIINC Oc WALL " C A -i-E INLEJ 4 GRA'IE ELEV - 51.30 INV. ELEV. F-'FP "WM tj )0 c -oo .0 _,R FE E'LE_ .. .......... . 1C. r-IAU I _V. 61 IN v. E L E 0 ..,00 F X. ,", TE A B I r Ar,) , ____ () - A h I - y K"I iNHOLE tJ 3FP Z_ CL • GM i"N 1F IF 8 7 C I J'A IT,IA 14 SF 0 R M E k X1,1:-:1 -1, 1 IN 1- G R. Y. I'd A S C) N F� Y Ht.) 1T_ L 1- O ` E L i v'i 1\41 (", ( 1- 0' 0 1`\) I:-- L. E. \,; - =- Q1,,`. j 1 V 00 (D co Z 0 0 ri.1, M II I IC.' 1)AK 0 N 08 °41'21" W 17.36' NOT PLATTED TREE TABULATION TABLE 17 TREES INVENTORIED 9120105 Revisions: No. Date Description A --TREEINVENTO NUMBER 3 PROTECTED TREES TO BE REMOVED 11,12.13 (91" deficit) (19) TREES PROPOSED INSTALLED (5 @ 2.5" + 14 @ X1 "SPH.' (40.5" Credit) :KING ��L Z\ 7 dead trees (prior required landscape) to be replaced @ 2-11211 cal ea. (17.5" deficit) 91 + 17 5 = 108.5 TOTAL INCHES REMOVED (DEFICIT INCHES) 40.5 TOTAL INCHES PROPOSED TREES INSTALLED 40.5 CREDIT - 108.5 DEFICIT = -68- (Deficit) 68- (Deficit) @ $48.00 (per inch dbh) = $3,264.00 paid to the City of Cleaf wates tree bank prior to pelmiffing PLANT 5CHEDULE TREES CODE QTY BOTANICAL COMMON CONT CAL SIZE DETAIL REMARKS CC 5 Cassia 5urattenEiis Cassia 25 gal 2.5"Cal 10' -1 2'oa Ll 10 Lacje-r5troemia inclica Crape Myrtle. 25 gal 2"Cal 6'-10'oa Li 4 Li6ju5trum jaronicurn Japanese Privet 45 gal 2"Cal 5'oa SHRUBS CODE QTY BOTANICAL COMMON CONT flELD2 DETAIL REMARKS DV 25 Dianella tasimanica 'Varieoata' Flax Lily I gal 14" 113 15 Ilex cornuta '13urfordii Nana' Dwarf Burford Holly 3 gal 24"oa RA 79 Phaphiolqis inclica 'Alba' White Indian Hawthorn 3 gal 12" GROUND COVER5 CODE QTY BOTANICAL COMMON CONT DETAIL REMARKS DPA G55 5f Paspalum notatum 'Argentine' Bahia Grass 50d IW S 0 30 4 W 120.31' O LP za.: ----Z-7. ASPFI.i'Ll DRIVE --- ---------- 0001- E(_)UiP1vIEtIT (r LIMP &, HEA-TER) — --- --------- LL —j < ii cr) < 0 c\j Ly H_ c\j VI 1 LLJ .. . .... .... 13 0 I ,J_)Kd I. _ I IL 10 7 — — — —..,.r„ — — — — — � li j � it L------ �A :C I jN fl. f_4 c F., 1). V. A. PAVEi-IS )A I I Ill V I* H.- LP 510 LA.) LP A M. It' C. -19 ll ELL -9.2 -1 E. I 1.- 17.4 L) MMM mom 111111IM11111111111 Mom= 2001111111ilill Iii WMMM Kiiiiiiiiiiiiiiiii UMMM no= P 0 R • TE I I -,,I L E T D (_?/\ CRATE DLEV, 51 .06 1 �' j� ^; G ♦... C' C �'\ p j A'__,PHALT PARKIN IN V. ELE''. 48.31 �c, C RBI ELEV. 4 7 -7 11548" CONC. L R13 AND FiEl- 1) E R D R,i' N I-- I-- T - — ----- ------- 41711, ryry _) V 4 c6 70 /J J, F [ ,A J"y/. I... I lid E I- V �A .0 L rim N 0100 . E "I, C U, X I MEM ............ -- - ---- Jim . ...... 1111111110- 2 5 0.1 cmd iii rtr- — — — — — — — — — — — — — — — — — — — — 17 X. 8 — — — — — — — — — — — — WA] E R V I (__J_ R 0 A. E) 1. P V 0 TF A Is r. ROL STRU"ITURP U L 0 N 'I -TOP E I-- E V. 5 0. 4 _7 11<-J tv liil I- - P E L E 7' WIDE (D-1- LEI E `V' 4 9 6 - -- --- ------- --- - - ---------------- ------- 00 'z 1 1 (A 114V NEI DROP CUIRB .mss ewSnoes I LANDSCAPING ASSOCIATED WITH THE BALANCE OF THE SITE HAS BEEN APPROVED AS PART OF (FL02003-02009) (FLS2005-11035) (FLS2006-09061) (FLS2006-12071) S)"MI30L LECEND 010 AA, Gl,,Ih,• TREE E /10M,11 rF//* 1 + 0" 0EA10[[_S A P1113v! TREE -'_�&L 11\0!CATED A TREL LABELED 7j,,jqN" 1- 1RIANk 'S cil-lE T I H/GEi FROM' 1 AlfAW TRUNK, "7Rk/1'LLE" IS 3 TRUM(S C/-iEST FROM MAhV TRLMb ' "Qij f7 0&f AIMIN TRt_)NR SCALE: 1"=209 ;A'. 6F iP 11 20 0 10 20 40 11 ,4 1 M 0 0 00 NZ Z X 0 z V Z ^W z 0 W Z z d eft 4 A94 0 Z NM no &L IM 0 3t E #5936 v 0 '*' F NES Comm.: 0821 IDrawn By: N.E.A. FChecked By: H.G. Issue Date: 06/19/08 Revisions: No. Date Description A 05 12 08 City Comments "SPH.' T L PA :KING ��L LA.) LP A M. It' C. -19 ll ELL -9.2 -1 E. I 1.- 17.4 L) MMM mom 111111IM11111111111 Mom= 2001111111ilill Iii WMMM Kiiiiiiiiiiiiiiiii UMMM no= P 0 R • TE I I -,,I L E T D (_?/\ CRATE DLEV, 51 .06 1 �' j� ^; G ♦... C' C �'\ p j A'__,PHALT PARKIN IN V. ELE''. 48.31 �c, C RBI ELEV. 4 7 -7 11548" CONC. L R13 AND FiEl- 1) E R D R,i' N I-- I-- T - — ----- ------- 41711, ryry _) V 4 c6 70 /J J, F [ ,A J"y/. I... I lid E I- V �A .0 L rim N 0100 . E "I, C U, X I MEM ............ -- - ---- Jim . ...... 1111111110- 2 5 0.1 cmd iii rtr- — — — — — — — — — — — — — — — — — — — — 17 X. 8 — — — — — — — — — — — — WA] E R V I (__J_ R 0 A. E) 1. P V 0 TF A Is r. ROL STRU"ITURP U L 0 N 'I -TOP E I-- E V. 5 0. 4 _7 11<-J tv liil I- - P E L E 7' WIDE (D-1- LEI E `V' 4 9 6 - -- --- ------- --- - - ---------------- ------- 00 'z 1 1 (A 114V NEI DROP CUIRB .mss ewSnoes I LANDSCAPING ASSOCIATED WITH THE BALANCE OF THE SITE HAS BEEN APPROVED AS PART OF (FL02003-02009) (FLS2005-11035) (FLS2006-09061) (FLS2006-12071) S)"MI30L LECEND 010 AA, Gl,,Ih,• TREE E /10M,11 rF//* 1 + 0" 0EA10[[_S A P1113v! TREE -'_�&L 11\0!CATED A TREL LABELED 7j,,jqN" 1- 1RIANk 'S cil-lE T I H/GEi FROM' 1 AlfAW TRUNK, "7Rk/1'LLE" IS 3 TRUM(S C/-iEST FROM MAhV TRLMb ' "Qij f7 0&f AIMIN TRt_)NR SCALE: 1"=209 ;A'. 6F iP 11 20 0 10 20 40 11 ,4 1 M 0 0 00 NZ Z X 0 z V Z ^W z 0 W Z z d eft 4 A94 0 Z NM no &L IM 0 3t E #5936 v 0 '*' F NES Comm.: 0821 IDrawn By: N.E.A. FChecked By: H.G. Issue Date: 06/19/08 Revisions: No. Date Description A 05 12 08 City Comments Z\ I BUTLER DESIGN GROUP, INC GOLDEN RAIN NURSERY, INC. 4203 46TH AVE. N. ST. PETERSBURG, FL. 33714 H 727-521-1684, FAX: 727-527-7422, E—MAIL:RONSPLANSOTAMPABAY.RR.COM DRAWN BY: RON BELKO ISA Certified Arborist : FL-5802A, FCLD #D31-66 CHECKED BY: CHUCK BUTLER ISA Certified Arborist : FL-1235A Ln FI >_j cu 0 LL 0 LLJ 7I— LL < L9 ce NU IL1, o� 0 �7) L u Ln Li CID 0 E L 0 I�- x x 0 _n UI a LD cis oc? (XI 0 0 N N r cn S uc) CD I o) I w a> ii C11 S., E CI 0 r. I W U c� Q U c� Q c� N / PLANTING AT TURF AREAS. KEEP TURF CLEAR FOR A 18" RADIUS CIRCLE AROUND THE TREE. MULCH WITH A 3" THICK LAYER OF SHREDDED BARK. RECESS TURF AREA 1 " TO ALLOW FOR MULCj FINISHED GRADE AT LAWN. x x x + ;mm m ' �,�o J Nn M m F- F- F- 0 ¢¢¢ ¢ 0 ACV N N V-) BACKFILL MIX, SEE NOTES AND SPECIFICATIONS. PLANT PIT DETAIL SET ROOTBALL CROWN 1 1/2" HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. PLANTING AT SHRUB AREAS. KEEP MULCH 6" - 8" FROM BASE OF TREE. MULCH WATER WELL AREA TO 3" DEPTH. 6" HIGH WATER WELL AT SHRUB 4. r AREAS. 6.._I I A NISHEDD GRADE E 1 I 1 =1 ROOTBALL 2X ROOTBALL 32" AT 15 GALLON 48" AT 24" BOX 60" AT 30" BOX 72" AT 36" BOX TREE PLANTING MULTI -STAKE 1" = 1' -0" WATER WELL: 4" HIGH AT SHRUB, NO WATER WELL AT LAWN AREA. z -. I- N zzoo I.1l1. + oQ< ¢ c� ¢ 0 ,r) `n m 00 Q¢¢ OO N O ROOTBALL 2 X ROOTBALL 12" AT 1 GALLON 22" AT 5 GALLON 32" AT 15 GALLON SHRUB PLANTING 1" = 1' -0" PLANT TABLETS AS NOTED OR SPEICIFIED. NATIVE SOIL MIX FIRMLY COMPACTED. 32 9343.23 -03 SET ROOTBALL CROWN 1 " HIGHER THAN SURROUNDING FINISHED GRADE. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. MULCH TO 2" DEPTH AT WATER WELL. r- FINISHED GRADE. PLANT TABLETS AS NOTED OR SPEICIFIED. BACKFILL MIX, SEE NOTES AND SPECIFICATIONS. NATIVE SOIL MIX FIRMLY COMPACTED. 32 9333.13 -01 M`.0r .� �;, V r- �S 0 SPECIFICATIONS - WOOD BARRIER 1. MINIMUM RADIUS TO BE PROTECTED: A. HARDWOODS - 2/3 DRIPLINE B. CONIFERS & SABAL PALMS - ENTIRE DRIPLINE. 2. UPRIGHTS - NO LESS THAN 2' X 2' LUMBER. 3. HORIZONTALS - NO LESS THAN 1' X 4' LUMBER. 4. BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED TREES AND PALMS, AND INSPECTED BY CITY REPRESENTATIVE BEFORE CONSTRUCTION BEGINS. 5. UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN LENGTH WITH A MINIMUM OF 1 FOOT ANCHORED IN GROUND AND 3 FEET ABOVE GROUND, 6. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, C❑NSTRUCTI ❑N AND HEAVY EQUIPMENT IS OUT OF AREA. FURTHER INFORMATION MAY BE OBTAINED FROM THE LAND RESOURCE SPECIALIST AT 562 -4741. HABITAT MANAGEMENT AND LANDSCAPING PERMITS: 1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED. a. AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL APPLICATION PLAN MUST BE SUBMITTED TO THIS DEPARTMENT IN ORDER TO PROCESS THE PERMIT. b. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN- THIFOLIUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED. SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR EROSION IS CREATED, THE AREA MUST BE RESTABILIZED WITH SUITABLE MATERIAL. c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES HAVE BEEN APPROVED THE PERMIT CAN BE TYPED AND RELEASED. TREE PROTECTION AND PRESERVATION: TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS: 1. TREE BARRICADES AND /OR SILT SCREENS OR HAYBALES SHALL BE REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE PERMITS. THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN ON THE CONSTRUCTION DRAWINGS. 2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE. IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS, WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND 2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED. LANDSCAPING 1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER WITH SUITABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED IN SAME VICINITY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT BE PLANTED WITHIN MAINTENANCE EASEMENTS. 2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE REQUIRED LANDSCAPE DESIGN, THE DESIGN DEMONSTRATES THE USE OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE PRACTICAL USE OF TURF. 3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE- MENT BY WHEEL STOPS OR CURBING WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPE MATERIAL SHOULD REMAIN AS GREENSPACE. 4. LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT POLES, UTILITY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY IMPAIR NATURAL GROWTH. 5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT WITH PROPOSED OR EXISTING UTILITY LINES OR STRUCTURES, EASE- MENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA. 6. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED PLANTED MATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL STRUCTURE, AND SEASONAL HIGH WATER TABLE. 7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE #1 OR BETTER. 8. ALL REQUIRED TREES MUST BE A MINIMUM OF 10' HIGH, 2-1/2" CALIPER AT TIME OF PLANTING. 9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING, PLANTED AT 30" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF 3' IN HEIGHT. 10. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM OF 5' WIDE. TREE BARRICADES CLEARWATER INDEX No. 909, SH• 1 of 1 Rev. 4/09/03 N.T.S. FNTTRF npTP I TNF IRRIGATION NOTES 1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST- RIBUTION SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO COUNTY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON- STRATED THAT THESE SOURCES ARE NOT AVAILABLE. 2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGNS SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP- PLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY LOW NEED AREAS. 3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIBB. 4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI- GATION SYSTEMS OPERATED BY AN IRRIGATION CONTROLLER CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE CYCLE START CAPACITY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT IMPOSED RESTRICTIONS. 5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI- GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREA. THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING: 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER. 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. 3. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING. 4. ELECTRIC VALVES. 5. GAUGE 14 OF COPPER WIRE. 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAIN BIRD CO. OR APPROVED EQUAL. THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY -OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION. THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT/ ENGINEER. ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH NON- POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING AND LABEL /TAGGING OF OUTLETS AS NON- POTABLE WATER SUPPLY. ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION TO THE AIR TOXICS SECTION OF THE COUNTY DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF BUILDINGS. IT XERISCAPING 1. ORGANIC MULCHES AND /OR DROUGHT TOLERANT GROUNDCOVERS WITHIN PROPOSED LANDSCAPE PLANTER BEDS. 2. DROUGHT AND COLD TOLERANT PLANT MATERIAL. 3. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION WATERING SYSTEMS. 4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES- SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING, 5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURES, PEAT AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS- CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL CONDITIONS WARRANT THESE AMENDMENTS). 6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN. 7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT IRRIGATION. S. LOW- MAINTENANCE DESIGN. TREE & SHRUB PLANTING DETAILS 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC- CEPTABLE. ALL NONBIO DEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE REMOVED AT THE TIME OF INSTALLATION. 2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS /STEMS TO PREVENT CAMBIAL DAMAGE. 3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE (NOT COMPACTED) AND A MINIMUM OF 18 -24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH SHOULD BE PULLED BACK A FEW TREE. 4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED PLANT MATERIAL, 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST BE CONSTRUCTED SUCH THAT LIMEROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO THE PLANTING AREAS. 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION ,�Q PAINTS /TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDE $; D BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL. ge J� a M 0O � V �V �0 te Descri tion d • "CINCH- TIE ", "GRO- STRAIT ", - - -.. -- OR EQUAL FLEXIBLE RUBBER wo " Z AERIAL GUY TREE TIES IN FIGURE EIGHT w J x W CABLES TO FASHION. ATTACH TO STAKE m a CONNECT W/ TWO GALV. ROOFING NAILS. x 0 = 0► H TRUNKS: 010 9 GA CABLE m 040 W CLEAR 2 LODGEPOLE PINE TREATED Q a M PLASTIC TREE STAKES, SET STAKES COATING THRU APPROXIMATELY 120 DEGREES I 5/8" DIA. APART, oo r ^W RUBBER HOSE 00 1 TIE. ~ -- I • Z FINISHED GRADE. ' co LO I ROOTBALL I I 1 =1 11 =1 I I I w 'Ell 0 IIIIII IIIIIIII II1I -1' x< V Z l 0 U) QM °� mil a AVOID PLACING STAKES Q a SEE PLANT PIT THRU ROOTBALL. D ETAI L. z t STAKING DETAIL = PLANTING AT TURF AREAS. KEEP TURF CLEAR FOR A 18" RADIUS CIRCLE AROUND THE TREE. MULCH WITH A 3" THICK LAYER OF SHREDDED BARK. RECESS TURF AREA 1 " TO ALLOW FOR MULCj FINISHED GRADE AT LAWN. x x x + ;mm m ' �,�o J Nn M m F- F- F- 0 ¢¢¢ ¢ 0 ACV N N V-) BACKFILL MIX, SEE NOTES AND SPECIFICATIONS. PLANT PIT DETAIL SET ROOTBALL CROWN 1 1/2" HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. PLANTING AT SHRUB AREAS. KEEP MULCH 6" - 8" FROM BASE OF TREE. MULCH WATER WELL AREA TO 3" DEPTH. 6" HIGH WATER WELL AT SHRUB 4. r AREAS. 6.._I I A NISHEDD GRADE E 1 I 1 =1 ROOTBALL 2X ROOTBALL 32" AT 15 GALLON 48" AT 24" BOX 60" AT 30" BOX 72" AT 36" BOX TREE PLANTING MULTI -STAKE 1" = 1' -0" WATER WELL: 4" HIGH AT SHRUB, NO WATER WELL AT LAWN AREA. z -. I- N zzoo I.1l1. + oQ< ¢ c� ¢ 0 ,r) `n m 00 Q¢¢ OO N O ROOTBALL 2 X ROOTBALL 12" AT 1 GALLON 22" AT 5 GALLON 32" AT 15 GALLON SHRUB PLANTING 1" = 1' -0" PLANT TABLETS AS NOTED OR SPEICIFIED. NATIVE SOIL MIX FIRMLY COMPACTED. 32 9343.23 -03 SET ROOTBALL CROWN 1 " HIGHER THAN SURROUNDING FINISHED GRADE. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. MULCH TO 2" DEPTH AT WATER WELL. r- FINISHED GRADE. PLANT TABLETS AS NOTED OR SPEICIFIED. BACKFILL MIX, SEE NOTES AND SPECIFICATIONS. NATIVE SOIL MIX FIRMLY COMPACTED. 32 9333.13 -01 M`.0r .� �;, V r- �S 0 SPECIFICATIONS - WOOD BARRIER 1. MINIMUM RADIUS TO BE PROTECTED: A. HARDWOODS - 2/3 DRIPLINE B. CONIFERS & SABAL PALMS - ENTIRE DRIPLINE. 2. UPRIGHTS - NO LESS THAN 2' X 2' LUMBER. 3. HORIZONTALS - NO LESS THAN 1' X 4' LUMBER. 4. BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED TREES AND PALMS, AND INSPECTED BY CITY REPRESENTATIVE BEFORE CONSTRUCTION BEGINS. 5. UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN LENGTH WITH A MINIMUM OF 1 FOOT ANCHORED IN GROUND AND 3 FEET ABOVE GROUND, 6. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, C❑NSTRUCTI ❑N AND HEAVY EQUIPMENT IS OUT OF AREA. FURTHER INFORMATION MAY BE OBTAINED FROM THE LAND RESOURCE SPECIALIST AT 562 -4741. HABITAT MANAGEMENT AND LANDSCAPING PERMITS: 1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED. a. AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL APPLICATION PLAN MUST BE SUBMITTED TO THIS DEPARTMENT IN ORDER TO PROCESS THE PERMIT. b. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN- THIFOLIUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED. SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR EROSION IS CREATED, THE AREA MUST BE RESTABILIZED WITH SUITABLE MATERIAL. c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES HAVE BEEN APPROVED THE PERMIT CAN BE TYPED AND RELEASED. TREE PROTECTION AND PRESERVATION: TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS: 1. TREE BARRICADES AND /OR SILT SCREENS OR HAYBALES SHALL BE REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE PERMITS. THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN ON THE CONSTRUCTION DRAWINGS. 2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE. IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS, WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND 2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED. LANDSCAPING 1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER WITH SUITABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED IN SAME VICINITY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT BE PLANTED WITHIN MAINTENANCE EASEMENTS. 2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE REQUIRED LANDSCAPE DESIGN, THE DESIGN DEMONSTRATES THE USE OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE PRACTICAL USE OF TURF. 3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE- MENT BY WHEEL STOPS OR CURBING WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPE MATERIAL SHOULD REMAIN AS GREENSPACE. 4. LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT POLES, UTILITY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY IMPAIR NATURAL GROWTH. 5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT WITH PROPOSED OR EXISTING UTILITY LINES OR STRUCTURES, EASE- MENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA. 6. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED PLANTED MATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL STRUCTURE, AND SEASONAL HIGH WATER TABLE. 7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE #1 OR BETTER. 8. ALL REQUIRED TREES MUST BE A MINIMUM OF 10' HIGH, 2-1/2" CALIPER AT TIME OF PLANTING. 9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING, PLANTED AT 30" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF 3' IN HEIGHT. 10. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM OF 5' WIDE. TREE BARRICADES CLEARWATER INDEX No. 909, SH• 1 of 1 Rev. 4/09/03 N.T.S. FNTTRF npTP I TNF IRRIGATION NOTES 1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST- RIBUTION SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO COUNTY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON- STRATED THAT THESE SOURCES ARE NOT AVAILABLE. 2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGNS SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP- PLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY LOW NEED AREAS. 3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIBB. 4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI- GATION SYSTEMS OPERATED BY AN IRRIGATION CONTROLLER CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE CYCLE START CAPACITY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT IMPOSED RESTRICTIONS. 5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI- GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREA. THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING: 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER. 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. 3. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING. 4. ELECTRIC VALVES. 5. GAUGE 14 OF COPPER WIRE. 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAIN BIRD CO. OR APPROVED EQUAL. THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY -OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION. THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT/ ENGINEER. ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH NON- POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING AND LABEL /TAGGING OF OUTLETS AS NON- POTABLE WATER SUPPLY. ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION TO THE AIR TOXICS SECTION OF THE COUNTY DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF BUILDINGS. IT XERISCAPING 1. ORGANIC MULCHES AND /OR DROUGHT TOLERANT GROUNDCOVERS WITHIN PROPOSED LANDSCAPE PLANTER BEDS. 2. DROUGHT AND COLD TOLERANT PLANT MATERIAL. 3. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION WATERING SYSTEMS. 4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES- SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING, 5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURES, PEAT AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS- CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL CONDITIONS WARRANT THESE AMENDMENTS). 6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN. 7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT IRRIGATION. S. LOW- MAINTENANCE DESIGN. TREE & SHRUB PLANTING DETAILS 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC- CEPTABLE. ALL NONBIO DEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE REMOVED AT THE TIME OF INSTALLATION. 2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS /STEMS TO PREVENT CAMBIAL DAMAGE. 3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE (NOT COMPACTED) AND A MINIMUM OF 18 -24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH SHOULD BE PULLED BACK A FEW TREE. 4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED PLANT MATERIAL, 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST BE CONSTRUCTED SUCH THAT LIMEROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO THE PLANTING AREAS. 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION ,�Q PAINTS /TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDE $; D BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL. ge J� a M 0O � V �V �0 F NES Comm.: 0821 Drawn By: N.E.A. Checked By: H.G. Date: 06/ons: te Descri tion % 3 • F " Z x W t4iai = 0► H 040 M Z ^W W ^ �• vd • Z W e V Z Z QM °� Q a z .V= +O W = 03 Id cc EB #5936 � C 4 M F NES Comm.: 0821 Drawn By: N.E.A. Checked By: H.G. Date: 06/ons: te Descri tion F a W W O W a J BUTLER DESIGN GROUP, INC GOLDEN RAIN NURSERY, INC. 4203 46TH AVE. N. ST. PETERSBURG, FL. 33714 1 727 -521 -1684, FAX: 727 - 527 -7422, E- MAIL: RONSPLANSOTAMPABAY.RR.COM DRAWN BY: RON BELKO ISA Certified Arborist : FL- 5802A, FCLD #D31 -66 CHECKED BY: CHUCK BUTLER ISA Certified Arborist : FL -1235A a M M Q FI •J 0 �■I� m Q -i m LJ.. AOw �F- J Q 55 GC O� O � J NU existing Viburnum hedge E NCE 6' Lii\JK Ing 2 Royal Poinciana S I -Q,3iO4)) W D_11 OH TREE BARRICADE'S EX. r ,l � I , J' F�L li_IV- I�ic._;PJ `'J _64-1 PROP. ACCESSORY jj;i BUILDING 1,092 S. F. FIN. FL. 55.5 0 Ti F_ 0 1jj G V ......... . T FLUIAl' existing Licju5trum trees exi5tinq vari"atea flax Illy /existing Indian Hawthorn exisexisting fakahatch4e�gra5s TIr-A E31 AkRICADE5 existmej Elm tree I r,'` r r -0 0 �6 ------ ';,01 0 / C Z IL 48.77 0 F U 1111E C IRE. WA L. L rq C4 Z bA 0 00 cr-, [71 ,?PP VK'1'0Fj FEINXE--� 0 (_0 existing live oak AS PhAL I I,WIVE 00 -existing Indian Hawthorn TREE BARRICADES ------ ------ rj L P CO _48µ-01;Y7 N 08041'21 " W 17.,36' oo �N 0-) 00 j' NOT PLATTED �I' t x (I� � - - - - -�; - - _ _ - � - � - . , � .. _ -- - �I _.___,.z� - - -- - -- '�z, r • S 0'1' 903 04 W 120.31' -OP\Y I'vIl 11.) FJ-1 0 - :.,fl .-) .,,I X UIL.DINQ A P) D I TI ON tJ Lr FLOOR E E V. = 53.10 00 'A"A L L z I L N LE T E E U["- 51.,�o LP 1 6' HIGH 'NiIASONRY �"V'Ll INV. ELEV, 4 8. 80 (A II I'- �Vv CONC. POCL -RICK F1A%;C.F1S .;r/ t POOL I�V -T_ LLJ ONC C,0 00 Gf�/�, I-E I N 'I < C� ------- - ----- -- -- ----- < EI-E COKIC. HALA-1 G R IT U` 0 1 N V. E L EV 47.61 _X 8" < W,.TE;f**1` 7 0 POCL EQAJIPMEI,J� CN ... (PUMP & HEAI[- < M Y'j 'T. 1 X T I— 10 L 0 < 3F F I-_� [%/I E=l . IF - ------- I1*1 N L 4-S*TOR`� MIASONC�Y H01 LLJ i� J T I V 0V`t,,E I N -00; El EV. CL < 3 _j 111 L C_ 1' _J - . P'\, 0 ------- Y 0 i. Ix "I i ;; I; j I If _i1� -1 l .I__E= •,f il.t i. r 4 9 > - -..,.-...........r.. - - - t [F,71 ---------- Fii�E COINNE.CK)'!�', 9 2 00 4. P A,,;,'E- R N 11' L. -7 .... IN -W-{ LP 5r -1" P A :KING P r i" I,*, q I ' 0') 00 L_j 0 J N L I i', 51.54 M '� �\\ `. M. E. INV. E L. E V. 49.2 9 A S. -4 7. 4' 5 fiumm LIM= MUM MOM mil igiiiiiiiiiiiiiiii W . EL. 5, INIT 6. _E r GPAJ I E 5 0 F) /7 A IN"VI.. ELE". 48. 3 1 A3PHi L I P 'KING E . 14C. CL RB L V. 4 7 1 R� Coll UINDERDRAIN FIELD 7 A I1,'11 -E_ I _ __J_ V 7 r IV.4/. f - ----- u,t • A N I i C) i F • ti tva LI V. I 17 N I K/I ELEV. ....... -- ------- .0 E zgt ------ N -01'03 2 510. 0.0 ---- RIM cum___ 117K -- - - - - - - - - - - - - - - - - E 1. -IT- _ROIL I. F) V I• /I -f, AIL L C'G N I r [LIA/. =-- 50.4/ --- - -------- .7' W11.)E '-'L()T ELEV. - 49.62 ...... 0 z M TREE TABULATION TABLE 17 TREES INVENTORIED 9/20105 TREE INVENTORY ER Date: 3 PROTECTED TREES TO BE REMOVED 11,12,13 (91" deficit) A C151 12 06 (19) TREES PROPOSED INSTALLED (5 @ 2.5" + 14 @ ZI A (40.5" Credit) 7 dead tress (prior required landscape) to be replaced @ 2412" cal ea. (17.5" deficit) 91 + 175 = 108.5 TOTAL INCHES REMOVED (DEFICIT INCHES) 40.5 TOTAL INCHES PROPOSED TREES INSTALLED 40.5 CREDIT - 108.5 DEFICIT = -68' (Deficit) 68' (Deficit) @ $48.00 (par inch dbh)=$3,264.00 paid tothe City of Clearwater's tree bank prior to permitting [*0I1 0_1j,1W3 14r+WsexpE 72d 75 I LANDSCAPING ASSOCIATED WITH THE BALANCE OF THE SITE HAS BEEN APPROVED AS PART OF (FLD2003-02009) (FLS2005-11085) (FLS2006-09061) (FLS2006-12071) SKYROL LEC,EA'D 0 10 L)EI'VOTES AIV OAK TREE _S IZE' IPJD/C/1 ri.- t,) * 10" I)EA107L-S A PALM FR CL- /I`I,/D1CATE[) A t'JOL' TED "7_Pl,'/N" /S 2" L__" - : I 1 1. ) (", jz__ HiLCH FROM / M,4/[,/ "TRIP"LE" IS .3 TRUNKS (,"HL-7_57 HIGi-1 FROM 11 AIA/N I-RU11H." "QUAD" IS 4 LCHES7 FROM I AIMIN TRUIVK SCALE: 1"=20' 20 0 10 20 40 ILIORO ow 1P 4 to 7 P4 z Y. Wk z 10 eell z Z P4 N Z 0 W • Z aM Z 0 4 WAI L ass 19 0 z id 0 at %A 04 W E #5936 , a a fft V [NES Comm.: 0821 [Drawn By., N. E.A. CWecked By: H.G. 0 o. BUTLER DESIGN GROUP, INC GOLDEN RAIN NURSERY, INC. 4203 46TH AVE. N. ST. PETERSBURG, FL. 33714 H 727-521-1684, FAX: 727-527-7422, E-MAIL:RONSPLANSOTAMPABAY.RR.COM DRAWN BY: RON BELKO ISA Certified Arborist : FL-5802A, FCLD #D31-66 CHECKED BY: CHUCK BUTLER ISA Certified Arborist : FL-1235A Ln Z rn b > z 1� Q0 Zi LL. O LIJ F_ LL < O� O _j F4 U L1.3 ssue Date: 06/19108 Revisions: No. Date Description A C151 12 06 City Commentr, A L 0 o. BUTLER DESIGN GROUP, INC GOLDEN RAIN NURSERY, INC. 4203 46TH AVE. N. ST. PETERSBURG, FL. 33714 H 727-521-1684, FAX: 727-527-7422, E-MAIL:RONSPLANSOTAMPABAY.RR.COM DRAWN BY: RON BELKO ISA Certified Arborist : FL-5802A, FCLD #D31-66 CHECKED BY: CHUCK BUTLER ISA Certified Arborist : FL-1235A Ln Z rn b > z 1� Q0 Zi LL. O LIJ F_ LL < O� O _j F4 U L1.3 I i I I I� 1� i i� I� I� I ra I I ! I i� I I o I I � l t %) C.) cr; t -- 0 Mj d' I 0 rn j J JJ r, it i A i i" ( �r L I� 4jtal is I A i I tEt,!Cri 1IiP•J 1`L L. r- I� I I i I I I� Iq I CIS I'' ONE I I , i �A *:(�bNE :EY I I i I, I A I I I GONE N, 01 °0 '0 1 r. T ID- PROPOSED REMOVED - -JEW i70lJF)STER' x 1 - 01 °03'04" W 83.86" i p GON W GONE 15 I 6" GONE Iw wwam \, , I ._ c, i k_ I, FT W -- - -- -- - ! ! cv 4 �:t .l. D ! v i P. ? .B. , #1 'I j1 .......,a V �. 11 l F ! II ` 8. O ``111'1 `\ ♦ ♦ '`• V0 11%4.1-1. Rl fvl l I -: 4 - Ev 1.1 ZA ' I I it I � ' I � I elN.E -- _..._....__ - -.- ' - - I I\\ - - - -- -- I I 16 "I 0 7- = � TQ0 -- CD - - -- ,_ - Q0 1 l i 16.51' N 8°41'21" W A U �� U' :alr;li•J ! -.Ih1K F LI`J:.;F. u L ---- -- NO P.O. B. #2; _ L P �i ■ TREE INVENTORY ORIGINALLY PREPARED ON C 09/20/05: REVISED ON G/30/08 5EE WORD DOCUMENT f=OR RATINGS AND COMMENTS. 030 Sig -J1 i l P DRAIN/ �� E ASEIA (SEE E -.; - -,, i1 /I a�x 0p Y/ i SCALE: 1!--20' 7;WMW7 20 0 10 20 40 allM o0 1v .o �7 iZ �Z xo W = t4 O► Al. All& N Z � M a � h� W ^W n F� ..Id 0 1` , W I W • V left 3 0� 1% z O M a 1944 will IL W it V O Z id M Id o a E B #5936 v M v F ES Comm.: 0821 Drawn By: N.E.A. Checked By: H.G. L� N oc O W Z I' W W a '-4-1 BUTLER DESIGN GROUP, IN-a", GOLDEN RAIN NURSERY, INC. 4203 46TH AVE. N. ST. PETERSBURG, rL. 33714 H 727 -521 -1684, FAX: 727 - 527 -7422, E- MAIL:RONSPLANS®TAMPASAY.RR.COM DRAWN BY: RON BELKO ISA Certified Arborist : FL- 5802A, FCLD #D31 -66 CHECKED BY: CHUCK BUTLER ISA Certified Arborist : FL -1235A 00 F.y W a`n z M M z J 0y ca oC � Qo LL -14 A 0 0c �w 04 H J Q Descri tion UPDATE FOR CAFE J F06/19/ L� N oc O W Z I' W W a '-4-1 BUTLER DESIGN GROUP, IN-a", GOLDEN RAIN NURSERY, INC. 4203 46TH AVE. N. ST. PETERSBURG, rL. 33714 H 727 -521 -1684, FAX: 727 - 527 -7422, E- MAIL:RONSPLANS®TAMPASAY.RR.COM DRAWN BY: RON BELKO ISA Certified Arborist : FL- 5802A, FCLD #D31 -66 CHECKED BY: CHUCK BUTLER ISA Certified Arborist : FL -1235A 00 F.y W a`n z M M z J 0y ca oC � Qo LL -14 A 0 0c �w 04 H J Q J NV LS Il o47 TOP OF PARAPET ELEv. I-' -4" TOP OF PARAPET ELEV 15' -4" TOP OF STOREFRONT ELEV 1' -0" FINISH FLOOR SLAB ELEV. 0' -0" TOP OF PARAPET (BEYOND) _ ELEV. 17' -4" STUCCO jh TOP OF PARAPET ELEV 15' -4" TOP OF PARAPET STUCCO, ELEV I4' -0" 4" ST= STUCCO CANVAS TOP OF STOREFRONT ELEV. 1' -0" STUCCO FINISH FLOOR SLAB ELEV 0' -0" I� Q 0 ALUMINUt 00 �o STUCCO, 4" STUCC STUCCO STUCCO ALUMINUt TOP OF PARAPET (BEYOND) ELEV. I-' -4" TOP OF PARAPET (BEYOND) ELEV. 15' -4" TOP OF PARAPET ELEV. 14' -0" FINISH FLOOR SLAB ELEV. O' -0" lull 1 BACK DOOR II SOUTH ELEVATION NORTH ELEVATION SCALE: 1/4" ■ 1' -0" SCALE: 1/4" ■ 1' -0" ILL EAST ELEVATION WEST ELEVATION TOP OF PARAPET (BEYOND) - - ELEV. 17' -4" :CO BANDING - TOP OF PARAPET ELEV. I8' -4' :CO, TYP. TOP OF PARAPET - ELEV 14' -0" STUCCO TRIM =0 BANDING IVAS AWNING =0 REVEAL _ FINISH FLOOR SLAB ELEV. 0' -0" 17s oil M] 11 1 - aw I �, O COOLER IIIIIIIIIIIIII DRINK /SNACK ° I I STATION ° • UTENSILS/ CONDIMENTS ` 00 ® - ■ ■ I I I I I I I I I I L — — — — — — — — — J L — — — _j iESTROOM DINING I I I I I I I I I I - I I a I I I I I - - -J - __ I I --1 I I I I I I I I I I I L I I I I I I L-- ----- - - - - -J FLOOR PLAN SCALE: 1/4" 1' -0" - El ❑ ❑ v o � a+ 's v 4; 0 41 0 13 VZ .+ 0 o - v 0 �, 04 0 W u 1 n O a C� _O m v Cc I bw to Wow rA O O .,. V- 3a Lu mo LL Z� a N� V y= .a SRz U C Cc C cc O a E- cc b O� 0 4) - W L O O N Z V r v� y ti IL N 0 MICHAEL ARRIGO LIC. NO. Avzwn338 a1.1 on v r �p o O N 00 0 _ C3 IL h e 0 N a~ O i 4w 16 C � 4 v o � a+ 's v 4; 0 41 0 13 VZ .+ 0 o - v 0 �, 04 0 W u 1 n O a C� _O m v Cc I bw to Wow rA O O .,. V- 3a Lu mo LL Z� a N� V y= .a SRz U C Cc C cc O a E- cc b O� 0 4) - W L O O N Z V r v� y ti IL N 0 MICHAEL ARRIGO LIC. NO. Avzwn338 a1.1 on v